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HomeMy WebLinkAboutW_5264_S-.... _ _, • ,, • I I l l J-r • ' i, ' ' ·' • ' -i :c (..) ~ w """ z □ t-i..:, z -t-z => :c La.. □ >-t--(..) II AJW4S AV£. 5 ~ -CITY OF COID& COSTA I MESA ; ?c 19TH ST, f-\ -INDICATES AREA '-.., N e~gr,r;b~ MAP VICNTY MAP REDUCED SCALE SYMBOL LEGEND • POWER POLE SMfb MANHOLE '1 FIRE HYDRANT D METER BOX Qll VIJ..Vf. ( POWER POLE ANCHOR 6 MONUMENT -x-x-x-FENCE BLOCKWALL 0 1REE 00 SHRUBBERY .-.-.--. ASPHALT PAVEMENT :::::;\:;:;:;:;:; BRICKWAI.J( I... ... . • . . .. ·1 : : · ... : •• : : -: CONCRETE bll/J BUILDING - - - -EXISTlNG CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ---It---CENTERLINE ----S----S~ LINE ---',/ ---WATER LINE ---G---GAS LINE -E-POWER LINE -m. -TELEPHONE LINE -lV -CABI.E\1SION LINE -SP--SPRINKLER SYSTEM }'.:i STREET LIGHT --SIGN cm TRANSmON OR Fl.EX COUPLING ~ ,: ~ ABBREVIATION AC AB ACP APP'D AVE BC BCR CIP CLF CONC CONST DIP DEPT rN('{ DU E S'LY EC ELECT EX FE FL HOR INT INV LF MJ N N'LY HTS PCC pp PROP PVC PVMT RCB RCP RT R/W sco SD SECT SHTS S'LY 51,fi ST STL TR TYP VCP VERT w W'LY ASPHALT CONCRETE AGGREGATE BASE ASBESTOS CEMENT PIPE APPROVED AVENUE BEGIN CURVE BEGIN CURVE RETURN CAST IRal PIPE CORRUGATED METAL PIPE CONCRETE CONSTRUCTION DUCTILE IRal PIPE DEPARTMENT DRIVEWAY DUCT EAST SOUTHERLY END C\EVE ELECTRIC EXISTING FLANGED END FL(]({ LINE HORIZONTAL INTERSECTION INVERT LINEAR FEET MECHANICAL JOINT NORTH NORTHERLY NOT TO SCALE PORTLAND CEMENT CONCRETE PCYNER POLE PROPOSED POLYVINYL CHLORIDE (PIPE) PAVEMENT REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE RING TIGHT R I GHT--Ot-WAY S~R CLEAN OUT STORM DRAIN SECTION SHEETS SOUTHERLY S~R MANHOLE STREET STEEL TRACT TYPICAL VITRIFIED CLAY PIPE VERTICAL YIEST WESTERLY 1 • ~ CITY OF IRVINE U.C,I, ® LOCATION Of SOILS BORING. (SEE SPECIFICATIONS) EMERGENCY TELEPHONE NUMBERS {3U/LI PUBLIC WORKS DEPARTMENT GREEN ACRES RECLAIMED WA TEA PROJECT BIG CANYON AND NEWPORT BEACH COUNTRY CLUB PUMP ST A TIONS C-3186 APPROVED: PUBLIC WORKS DIRECTOR R.C.E. 16791 APPROVED: ~ 41)~ UTILITIES MANAGER R.C.E. 25553 BUILDING DATA ADDRESS: BIG CANYON COUNTRY CLUB MAINTENANCE YARD JAMBOREE ROAD NEWPORT BEACH, CA. NEWPORT BEACH COUNTRY CLUB SANTA BARBARA DRIVE AT SAN CLEMENTE NEWPORT BEACH, CA. OCCUPANCY: S-2 CONSTRUCTION TYPE V-N AREA: BIG CANYON COUNTRY CLUB 912 SF NEWPORT BEACH COUNTRY CLUB 640 SF SHEET IINDEX T-1 TITLE SHEET C-1. 1 BIG CANYON PIPING PLAN C-1.2 BIG CANYON MECHANICAL SECTION C-2.1 NEWPORT BEACH PIPING PLAN C-2.2 NEWPORT BEACH MECHANICAL SECTION C-3.1 MISCELLANEOUS DETAILS A-1.0 BIG CANYON -SITE PLAN A-1 .1 BIG CANYON -PLANS AND ELEVATIONS A-2.0 NEWPORT BEACH -SITE PLAN A-2.1 NEWPORT BEACH -PLANS AND ELEVATIONS A-3.0 TYPICAL DETAILS S0.01 STRUCTURAL GENERAL NOTES S0.02 TYPICAL STRUCTURAL DETAILS S1 .01 BIG CANYON -FOUNDATION AND FRAMING S1 .02 NEWPORT BEACH -FOUNDATION AND FRAMING S5.01 STRUCTURAL DETAILS E-1 ELECTRICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS E-2 BIG CANYON -ELECTRICAL PLANS E-3 NEWPORT BEACH -ELECTRICAL PLANS DATE: REFERENCES OWNER: CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ARCHITECT: P .O.BOX 1768 NEWPORT BEACH, CA. 92659 MICHAEL SINACORI (714)644-3342 PAUL J. RUFFING, AJA 1101 DOVE STREET, SUITE 140 NEWPORT BEACH, CA. 92660 (714) 660-8062 CIVIL ENGINEER: ASL CONSULTING ENGINEERS ONE JENNER STREET, SUITE 200 IRVINE, CA. 92618 TOM EPPERSON (714) 727-7099 STRUCTURAL ENGINEER: SKT ENGINEERING 15373 BARRANCA PARKWAY, SUITE A-201 IRVINE, CA. 92616 STEVE TANAKAWA (714) 727-9070 ELECTRICAL ENGINEER: GLUMAC INTERNATIONAL 60 CORPORATE PARK, SUITE 1 00 IRVINE, CA. 92626 AARON POON (714) 833-8190 PIPING ENGINEER: ASL CONSULTING ENGINEERS ONE JENNER STREET, SUITE 200 IRVINE, CA. 92618 TOM EPPERSON (714) 727-7099 GEOTECHNICAL ENGINEER: CONVERSE CONSULTANTS 185 EAST PAULARINO AVENUE COSTA MESA, CA. 92626 TOM SCHEil GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM\TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPEOW. PROVISIONS, DESIGN CRITERIA. STANDARD DRAWING~-1994 EDmON AND THE STANDARD SP\.IFICATIONS FOR PUBLIC WATER CONSTRUCTION, 1997 wmON, AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTEBLINE OF PIPELINE. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 4. THE WALLS AND FACE OF ALL ELEVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF '1'8E GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOU~ GROUND MOVEMENT MAY BE EXPECTED. 5. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 4 ABOVE FROM CAL-OSHA. 6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. 644-3311 FOR PUBLIC WORKS, 644-3011 FOR UTILmES. THE PUBLIC WORKS DEPAA'TMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION . 7. ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, UBC, UMC, 1994 EDmONS AND 1993 NEC WITH ALL LOCAL AND STATE AMENDMENTS. 8. EXAMINATION OF THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT THE WORK SHALL BE MADE BY THE GENERAL CONTRACTOR, WHO SHALL COMPARE IT WITH THE DRAWINGS AND SATISFY HIMSELF TO CONDmONS UNDER WHICH WORK IS TO BE PERFORMED AND CONFLICTS OR OMISSIONS ETC. SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 9. CONTRACTOR SHALL VERIFY All DIMENSIONS AND CONDmONS PRIOR TO STARTING THE WORK.' ANY DISCREPANCIES AND/OR OMISSIONS IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 10. MATERIALS ARE SPECIFIED BY THEIR BRAND NAMES TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ANY REQUEST FOR SUBSTITUTION SHALL BE SUBMITTED WITHIN FIVE (5) DAYS OF THE AWARD OF CONTRACT TO THE DESIGNER FOR REVIEW OF EQUAL QUALITY AND . PERFORMANCE AND SHALL NOT BE PURCHASED OR INSTALLED WITHOUT WRITTEN APPROVAL. 11. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL COITTRACTOR EXCEPT WHERE NOTED OTHERWISE. THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS OR VENDORS TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT All WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. 12. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION AND SHALL PROVIDE ALL SUB-CONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS AS REQUIRED. 13. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASIS OF ALL SUB-CONTRACTORS AND TRADES AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, DEBRIS OF DUST FROM AFFECTING, IN ANY WAY, FINISHED AREAS IN OR OUTSIDE OF JOB SITE. 14. DO NOT SCALE DRAWINGS. 15. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDmON AT ALL TIMES AND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY THIS CONSTRUCTION. 16. ALL WORK SHALL COMPLY WITH CONDmONS ESTABLISHED BY THE REGIONAL WATER QUALITY CONTROL BOARD. 17. THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION. 18. ALL P.C.C. AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAW-CUT PRIOR TO THE REMOVAL ALL DEBRIS CREATED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH . 19. ALL RECLAIMED WATER PIPE SHALL BE BEDDED PER CITY OF NE'M'ORT BEACH STD-106-L AND THESE SPECIFICATIONS. 20. RECLAIMED WATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER FROM FINISH SURFACE UNLESS OTI-iERWISE SPECIFIED. 21. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 22. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTI-i REINFORCED BUNA-N RUBBER. 23. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN RECLAIMED WATER MAIN CONSTRUCTION ~~ti\}LE~~~~~ THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 24. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-TI-iREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE SHALL BE DUCTILE IRON, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 25. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THRtADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. 26. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO TI-iE MINIMUM REQUIREMENTS FOR STRENGTI-i, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASn.1 AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 27. All RECLAIMED WATER PIPING AND APPURTENANCES SHALL BE INSTALLED WITH RECLAIMED WATER IDENTIFICATION TAPES, LABELS AND/OR PAINTED AS SPECIFIED IN PROJECT SPECIFICATIONS. 28. A RECLAIMED WATER IDENTIFICATION SIGN SHALL BE ATTACHED TO THE DOOR OF EACH PUMP STATION PER THE PROJECT SPECIFICATIONS. 29. SHUTDOWN OF EXISTING RECLAIMED WATER LINES TO FACILITATE CONNECTION TO EXISTING FACILITIES SHALL BE COORDINATED WITH ORANGE COUNTY WATER DISTRICT. 30. THE CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT SOILS REPORT TITLED NEWPORT BEACH COUNTRY CLUB IRRIGATION PUMP STATION DATED FEBRUARY 4, 1998 PREPARED BY CONVERSE CONSULTANTS. ~ g E-4 BIG CANYON AND NEWPORT BEACH SITE PLANS (714) 444-9660 \. AGENCY NUMBERS ~ SOUTHERN CALlf'ORNIA GAS COMPANY 63-4-0251 8 SOUTHERN CALlf'ORNIA EDISON COMPANY 895-0221 ".:; PACIFIC TELEPHONE COMPANY 611 ,.....,...,,...,,...,~--------------------r------------------------,--------------------------.,...--.,...--.,...-------------...---...------------1 o CITY OF NEWPORT BcACH (UTILITIES) 644-3011 APPROVAL RECOMMENDED: BASIS OF BEARINGS: BENCHMARK: NGVD29 ru.v. M.90 FT. ~ COUNTY SANITATION DISlRICTS OF ORANGE COUNTY 542-6222 THIS IS TIED TO 3 MONUMENTS OF THE ORANGE DESCRIBED B'f ORANGE COUNTY SURVEY 1970 C-3 '186 :g COUNTY su=R'S OPS NETWORK. GPS POINTS O.JO MILE NORTHE'ASTER\.Y AL.ONG JAMBOREE ROAD FROM THE llfTERSECTION OF SAN JOAQUIN HIUS RO,t,I) CALL OLL FREE COMCAST CABI.EVISION 542-3977 8 ~ 8249, 8267, 8288 AS PUBUSHED BY THE ORANGE TO THE BOTTOM OF A STEEP GRADE. SOUTHWESTERLY OF A CHAIN LINK FENCE GAlE ON THE E'ASTER\.Y l-~l-_il-------------+---r-----------1 ~ T COMMUNITY CABI.EVISION 720-4040 (!),·0~•~--t :i.,,,,.. COUNTY su=R'S OFF1C~1/95. THE SIDE OF JAMBOREE ROAD, 149 FT. NORTHERLY OF A STREET STANDMD #1D70040, 95 FT. WESTERLY OF DATE BY DESCRIPTION APP'D W-5264-S - 1-800-422-4133 UNDERGROUND SERI/ICE ALERT 1-800-422-4133 . ~-. J~"~ -'!-_ ~ o:> _..,.., POSITIONS WERE HELO l>S COffTROI. TO A STREET STANDARD fLD7004, SET AT THE SOUTHE'ASTER\.Y CORNER Of A 4 FT. B'f 4.5 FT. CONCRETE 1----'----'--------------i.--+---------l o CITY ENGINEER RCE • 24967 CONTROL THIS SURVEY. THESE POSITIONS ME CATCH BASIN ON THE SOUTHE'ASTER\.Y CURB. 8 BEfioRE You DIG BASED ON '!HE NORTH AMERICNl DATUM OF NAD REVISIONS SHEET 1 OF 20 <-: .__...;;.;;;;_;;,,;,;;;_;..;;...;.-'"""'---'---------------------------------------------'----------------'-;.;;19;:;:83;_:(:;_;;NAD83=~),...;,19;.;;9,;.;;1.35::.....;EPOC:...:;;:;;.;;H. ____ ..J.. ___ .,...-_____________________ --..JL...-------------------..L.....----------l z \ '"""''' '11111111!11.IIJ, ... I I I . I /' l I • • • . ., • '·· r\ I PACKAGED PUMP STATION I PER SHffi C-1.2 ---~f-; --~=~~-- ! WELD Fl.ANGE IN FlELO 3'-6" ,,,,.--WELD Fl.ANGE IN FlELO "EQUIPMENT FRAME" W_l_ _;...,-------------.. /t;e• MIN.E;. ==i:=;3 • • • • • • 56.20 FF • .• • • 0 ,, ea f' vc. d--5t 1-1 SUCTION • • • I .. 2·-10· • • • • • • STA. 1+12.75 • • - • • ----+------ .. PROPOSED ,--£XTl'ND PIPE THROUGH WALL PER DETAIL EB I -- 5' LOW PRESSURE DISCHARGE PIPE 1' HIGH PRESSURE DISCHARGE PIPE -- PACKAGED PUMP STATION PER SHEET C-1.2 I I ' ,, --\ "EQUIPMENT FRAM 7 = ,-----, JI. • • • • • • • (s~, HIGH PRESSURE (12j ,P, LOW PRESSURE 10 I • • • . . ( j • • • • DISCHARGE PIPE CONNECTION N.T.S. . . • , I r • • • EB EDISON TRANSFORMER STA. 3+00.00 10 • • • • • ... I,. VtRAP PIPE W/ 1" RUBATEX . PIPE -·-----· f5 DOWELS (TYP.) CONCRETE FOOTING 2·-0· TYP . 16" SQUIRE MASONRY A OPENING FILL •/ 5! MORTAR 5 8 c,: ~ --N -I COMPANION FL»IGE ~ GROUT PIPE DIAMETrn PIPE STANCHION SADDLE. GRINNEL FlG. 259 OR EQUAL. ADJUSTABLE PIPE SADDLE SUPPORT. GRINNEL FIG. 264 OR APPROVED EQUIVALENT. 3/4" GALVANIZED ANCHOR BOLTS WITH sa; DRIWNG ANCHORS ......... ..,..-. ---!,.L--. .Jui---. -.---.Jul-.-• .:,__.-.--.-- • u .. . "1f ~· • • • • • • •• • • •. • I PIPE SUPPORT N.T.S. PIPE PENETRATION THROUGH MASONRY WALL N,T.S. EB WElD PLUG TO CPLG. ENTIRE LENGTH FIELD APPLIED CEMENT MORTAR JAMBOREE ROAD ,--JAMBOREE RD. (l 1 • • . . 2' 6 HIGH 14 LOW - • INSIDE FACE Of PUMP STATION SEE DISCHARGE ffi I Pl::NHECTION 'CJ ALL CALI. OUTS SHALL BE SIZED FOR THE APPROPRIATE PIPELINE SIZE. (12" HIGH PRESSURE) ~ (1 o• LOW PRESSURE) I .,. • DISCHARGE OUTLET ED N.T.S . CONSTRUCTION NOTES 18" SD UTILm R.C.E. NO. 46214 BIG CANYON COLM'RY Cl I B DATE <t-ft-"'o PIPING PLAN DESlGNED DRA'MII art a: NEWPalT l!EA0f C-\1 W-5294--8 ENGR DATE APPD DATE CHECKED DATE PUllUC WORl<S DEPolRI\IENT 2 20 SHEET OF , • 3'-8" 6'-0" VAULT -1'-3" t------------------------24' 1 1 /2" BRONZE BIJ..L VAL VE AND FIRE HOSE CONNECTION (TYP. FOR EACH w.NIFOLO) .-PRESSURE MAINTENANCE PUMP (HIGH PRESSURE) 14" LUG STYLE BUTTERFLY VALVE 14" "Y" STRAINER (FLG'D) 1/2" PRESSURE GAUGE w/ ISO I/ I r t• AIR REI.EASE w/ 1" ISO BALL VALVE BAU. VALVE 1 " ISO VAL VE --..... , I 3/4" FLEXIBLE CONDUIT FOR TELEPHONE 12" LUG STYLE BUTTERFLY VALVE STATION STYLE: FPX-VCTP-1600/800-7-75/30 TO PRODUCE: 1600 GPM HIGH ZONE/800 GPM LOW ZONE 0 160 PSI HIGH ZONE/115 PSI LOW ZONE HIGH ZONE: EACH PUMP RATED AT 670 GPI.I O 75 PSI BOOST LOW ZONE: EACH PUMP RATED AT 660 GPM O 30 PSI BOOST PUMP LENGTH: 4' -a• SET CAN LENGTH: 5'-0" SET -16"f HORSEPOWERS: (HPM) 3 (H1) 40 (H2) 40 (HJ) 40 HIGH ZONE (LPM) 3 (L1) 20 (L2) 20 LOW ZONE I ~ ~ PRESSURE MAINTENANCE -+---11P'M ~ PUMP (LOW PRESSURE) ' -,.. ;:: - PUMP DISCHARGE SIZES: (PM) 1.25" (HI) 6" (H2) 6" (HJ) 6" (LI) 6" (L2) 6" PUMP ISOLATION VALVES: (PM) 1· lH1) 6" lH2) 6" lH3) 6" (L1) 6" (L2) 6" PUMP CHECK VALVE SIZES: (PM) 1 (H1) 6 (H2) 6 (H3) 6" (L1) 6" (L2) 6" MANIFOLD SIZE: 12" HIGH ZONE/10" LOW ZONE RELIEF VALVE: 4" HIGH ZONE/3 LOW ZONE '-o· 5 CAN =.r V" 1" CHECK~...., _.z 6" 6" -- VN...VE ~ I L10• ,,, /, 1" ISO-r ~ t-'IPE / , _ ~~{,~~:~E?~~~E 101<6" RED:_\ __ 1, r: \_ \_ \_ I VALVE -"', -8" STEEL 12"X8" RED. -~f-----4,ffi ~-~1---SPOOL • L (FLG x PE) 8 STEEL SPOOL _J -(FLG x PE) 2 -6 LOW ZONE ~ --- .STATION ISOLATION VALVE: 6" HIGH ZONE/10" LOW ZONE MAIN DISCONNECT: HIGH ZONE 200 AMPS/LOW ZONE 100 POWER REQUIREMENTS: 174 KVA. 460 V. 60 HZ. 3 PHASE FLOWMETER: 8" PIPE (TO 3000 GPM) HIGH ZONE/6" PIPE (TO 1400 GPM) LOW ZONE TURBO METER W/ STRAINER -SENSUS TECHNOLOGIES INC Y STRAINER: 14" FLANGED "KECKI..EY" (1/8" PERFORATED SCREEN) 1/2" PRESSURE---, PIPE SUPPORT-VN...VE ~----_?_ ½ GAUGE WITH ISO (TYP.) 8" STEEL 8" VICTAULIC SPOOL (FLG'D) COUPLING 2•-1• COUPLING 8" TURBO METER (FLG'D) w/ STRAINER EXHAUST FAN REQUIREMENTS: TOTAL TO BE 2608 CFM I VALVE 3" ISO VALVE a• ISO 8" ISO / 6 STEEL SPOOL l"---1 o· LUG STYLE VALVE VN...VE (FLG x PE) BUTTERFLY VN...VE EB ~ -- t'-8" = I I ',..• D . . I 4'-o" SET I !----,--------r------+--------------/----4-------'----./-----' 3" RELIEF VALVE 1•• AIR RELEASE_) _j w/ 3• ISO VALVE . , 6" TURBO MET£R ON RISER 6" OUTLET w/-' w/ I" ISO BALL (FLG'D) w/ STRAINER 6" BLIND FLANGE VALVE ~ 6" OUTLET w/ 6" SUND FLANGE 18'-9" -, 10"X6" RED. -6" STEEL SPOOL (FLG x PE) i----------------------20·-,1·--------------------l PLAN SCALE: 1/2"•1 '-o• I \I \, " \, l A J\ -~ ✓-~ I -e:: E'\ • : . 0 IT I,,_ ~-,'/ ' ~ ~· • ~ Cl' ,~ QI -. ~ I I ........ , ' ( '"\ ('"\ '.£ ~ ('"\ ('"\ ~ • \ \ • I I -----....., ....., ....., ....., . .J ' I _, ,._ §1 "" 10 0 • I ,-D s • • -'3 ,{ • • • ·\ ~ '( • .a • ~= -L .n ~ ---- "W ~-= 01 I • • A •7 ~ " ~ I 1'-8" I 6'-9 • NOTE; BOTH PM PUMPS NEED TO HAVE COPPER PIPE ON INLET ANO OUTLET, BRONZE ISOLATION V>!.VES AND BRONZE CHECK VALVES. SPECIAL PAINT: INORGANIC ZINC PAINT. PAINT SKID AND EXTERNAL PIPING. FINAL COAT OF PAINT TO BE PURPLE. MOTOR AND CONTROL PANEL TO BE STANDARD GREY. THE RELIEF VALVES, CHECK VALVES, AND ISO VALVES MUST BE PAINTED PURPLE. EPOXY COAT INTERNAL AND EXTERNAL PUMP CANS AND INTERNALS OF SUCTION AND DISCHARGE MANIFOLDS. I I \_6. RAISED ' \_6" FLOOR I ' I ,r ,r ,r 1" 1 I CONCRET£ I 'lr 'lr rir 'lr rrr PAD I I 'lr 'lr rir 'lr 'lr I I l:Il\ll~' . t ~ ~ I . "\ / \ii '/ ' / ' / I -~ I ' I I Ly----------------~ ~,~ ~CSK ELEVATION (MIN.) SCALE: 1/2"•1'-0" SLAB (!) 3 0 u £ll J 0.. w :::. ./ 0 c) ./ u, ,-----------iw C-3186 :Q r---------.------------------r-----r-------------""T""---,---,---,---r-~---------------,,---....,;.-------1--------~:, 0 PLANS PREPARED BY: ASL Consulting Engineers Ona Jenner Street. Suite 200 Irvine, Colifornio 92618 (714) 727-7099 1-----+--------------+--+--+---+--~ APPROVED GREEN ACRES RECLAIMED WATER PROJECT u BIG CANYON AND NEWPORT BEACH ':; COUNTRY CLUB PUMP STATIONS o 1-----+--------------+--+--+---+--~ vm~~~~~ifcif1N~O~. ~4~6~2~14r-----1---------------------1£ i----------------t-----t--t---t------1 DATE _......::=-----=i4..::-~~c.:-~"lc.1,f..______ BIG CANYON COlNTRY CUB ~ t::::::t::::::::::::::::::::::::::r:::1:::1:::J:::J==-,-::-----==-,-,,-,:-:--------i-----__:M:::E::C::,HAN.:.:,.::,:ICAl.:.:~S=E::C::;Tl~O::N.:_...,.. ___ -J i DESIGNED DRAWN ary OF IEWP0RT BEACH C-12 W-52M-S ;;, ENGR DATE APPD DATE CHECKED DATE z PUEUC WORt<S CEP.IRlMEHT SHEET 3 OF 20 REV DESCRIPTION • -. " • , I I I I ,',, ------. ,., { -- _______________ PROPOSED CONCRETE PAO-(S SITE PLAN) I I I I I GENERAL NOTES: 1. FOR SITE IMPROVEMENT, SEE SITE PLAN (DRAWING A-2.0). 2. ALL BURIED STEEL RECLAIMED WATER MAIN SHAU.. BE CEMENT MORTAR LINED AND COATED. ALL ABOVE GRADE STEEL RECLAIMED WATER MAIN SHALL BE CEMENT MORTAR LINED OR EPOXY LINED AND PAINTED PER PROJECT SPECIFlCATIONS. 3. ALL Fl.ANGES SHALL BE CLASS 150 (CLASS D) Fl.ANGES. 4. CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF EXISTING PIPE CONNECTION PRIOR TO PIPE FABRICATION. 5. CONTRACTOR SHALL NOT EXCAVATE DEPTH OF BUILDING FOOTING BELOW THAT Of Tl-IE EXISTING RETAINING WALL FOOTING. IF A GREATER DEPTH Of EXCAVATION IS REQUIRED SHORING MUST BE • APPROVED BY THE ENGINEER. 6. ALL PROPOSED SITE IMPROVEMENTS (I.E.: DRIVEWAY, PARKING AREA, RETAINING WALL, STAlRWAY, PIPING AND GRADING) Will BE COMPLETED BY OTHERS PRIOR TO BEGINNING OF CONSTRUCTION. CONSTRUCTION PLANS Of THESE IMPROVEMENTS ARE AVAJLABLE FOR REVIEW AT Tl-IE CITY. CONTRACTOR Wlll BE RESPONSIBLE TO HAVE REVIEWED THOSE PLANS PRIOR TO SUBMITTING HIS BID. ( I , I NEW PUMP I BUILDING I I 7 I I I -------- \ . NEWPORT BEACH COUNTRY CLUB I ! ' \ I I ' ' •• PACKAGED PUMP STATION PER SHEET C-2.2 • • • Pu1v1r' [)1Z1t1N " 3'-1 3/4" STA. 4+21.83 WELD FLANGE IN FIELD 2'-3" • I .. t ,. . • • WELD Fl.ANGE IN FlELO 6" MIN. 130.67 FF 5•-2· WELD FLANGE IN FlELD 130.67 FF • . • • • • • __l PACKAGED PUMP STATION PER SHEET C-2.2 • "' I ~ s• MIN. • • s·-•· SUCTION PIPING CONNECTION EB DISCHARGE PIPING CONNECTION ® N.T.S, CONSTRUCTION NOTES CONSTRUCT 12"it STEEL PIPE (CML &: C) CONSTRUCT 12• -90' STEEL BEND (CML &: C) N.T.S. CONSTRUCT 12• -90' STEEL BEND, FLG'D (CUT TO Fil) (CML &: PAINTED) CONSTRUCT 12" BUTT STRAP WITH HANDHOLES PER @ CONSTRUCT SUCTION PIPE CONNECTION TO LU INTERIOR PUMP STATION PIPING PER DETAIL V CONSTRUCT DISCHARGE PIPE CONNECTION TO~ INTERIOR PUMP STATION PIPING PER DETAIL V CONSTRUCT FLOOR PENETRATION PER DETAIL@ CONSTRUCT THRUST BLOCK PER CNB STD. DWG. NO. 510-L-A REMOVE EXISTING PLUG AND TI-IRUST BLOCK AND CONNECT TO s· PVC. CONSTRUCT 8" TRANSmON COUPLING (LONG BODY) 1' STEEL SPOOL (PE X PE), 12• X 8" STEEL REDUCER, (ECCENTRIC flAT TOP) AND REDUCER TI-IRUST BLOCK PER CNB STD. DWG. 510-L-B. CONSTRUCT 12" BLIND Fl.ANGE CONSTRUCT ADJUSTABLE PIPE SUPPORT PER DETAIL@ REMOVE AND REPLACE OR PROTECT IN PLACE EXISTING CHAINUNK FENCE (!) 3 0 co z -0 .,J Q. >--3 / 0 <( u / (/\ ..----------iw V1 er 186 ,----------,-----------------,1-~~~~~~1~~~~~~~~~~~~~~~~~~~~~~-:._~~~+r:_~~➔r:_~~":+t:.~~~,:._~~~r.=::::-;:-------------T--::=:-:-:::=:--:=:--::::'.:;:--:::-;-::;:::--;::::-:-;::-1°0::o APPROVED GREEN ACRES RECLAIMED WATER PROJECT rJ. BIG CANYON AND NEWPORT BEACH "-PLANS PREPARED BY: ASL Consulting Engineers One Jenner Street, Suite 200 Irvine, California 92618 (714) 727-7099 l----+-------------1---+--t---t----, ~ COUNTRY CLUB PUMP STATIONS 6 ~~~~~L/;~~·~·~·~::;=='----1-----------------1~ 1----1--------------+--+-+-+----, UTilsEN<,;iil;§, R:C:::No. 46214 tEWPORT BEACH COl.HTRY Q IIB ~ l----+-------------+--+----t---1----1 DATE 41 •8 -"I~ PIPING PLAN 'G .. 1-======t==========================1===~===4===~~==~1--------=::c:-c:-:-:-------+----------.,....----,-------i 8 DESIGNED DRAWN QTY OF l£WPORT BEACH C-2.1 W-8284-9 _;;- ENGR DATE APPD DATE CHECKED DA TE PUBUC WORKS OEPNmlO(!' SHEET 4 OF 20 z REV DESCRIPTION NOTE; STATION STYLE: f"PX-VCTP-1500-4-40 TO PRODUCE: 1500 GPM O 40 PSI BOOST/INLET MIN. 55PSI, DISCHARGE 95PSI EACH 30 HP RATED 750 GPM PUMP LENGTH: 4'-0" SET HORSEPOWERS: (PM) 1 (1) 30 (2) 30 (3) 30 PUMP DISCHARGE SIZES: (PM) 1.25" (1) 6" (2) 6" (3) 6" PUMP SUCTION ISOLATION VALVES: (PM) 1" (1) 6" (2) s· (3) s· PUMP DISCHARGE ISOLATION VALVES: (PM) 1 (1) 6 (2) 6 (3) 6" PUMP CHECK VALVE SIZES: {PM) 1" (1) s· (2) 6" (3) s· SUCTION MANIFOLD SIZE: 12 DISCHARGE MANIFOLD SIZE: 12" RELIEF VALVE: 3" STATION DISCHARGE ISOLATION VALVE: 12" Y STRAINER: 12" FLANGED-"KECKL.EY" (1/8" PERFORAITD SCREEN) MAIN DISCONNECT: 200 AMPS POWER REQUIREMENTS: 97 KVA. 460 V, 60 HZ, 3 PHASE FlOWMETER: 8" PIPE (TO 3000GPM) -TURBO METER WITH STRAINER SENSUS TECHNOLOGIES INC EXHAUST FAN REQUIREMENTS: TOTAL TO BE 1456 CFM e•-9• m 0 I 6" RECOMMENDED POWER ENTRANCE []] 7'-2" 0 I BOTH PM PUMPS NEED TO HAVE COPPER PIPE ON INLET AND OUTLET, BRONZE ISOLATION VALVF.S ANO BRONZE CHECK VALVF.S. SPECW. PAINT: INORGANIC ZINC PAINT. PAINT SKID AND EXTERNAL PIPING. FINN.. COAT OF PAINT TO BE PURPLE. MOTOR AND CONTROL PANEL TO BE STANDARD GREY. THE RELIEF VALVF.S, CHECK VALVF.S, AND ISO VALVES MUST BE PAINTED PURPLE, EPOXY COAT INTERNAL AND EXTERNAL PUMP CANS AND INTERNALS OF SUCTION AND DISCHARGE MANIFOLDS. I :Z d 1" AIR RELEASE f--1'-9"-w/ 1• ISO BALL 12" Y STRAINER\ VALVE (FLG'D) 1 1/2" PRESSURE ~ PRESSUREicr\ GAUGE w/ ISO MAINTENANCE I VALVE I PUMP V . ' ' I n 9 1/2" j:: -\ ..,, ~ 12" STEEL PIPE ... 4-I I :<= ------72XJ6X16 r-'-"ri' ~ ~ 'n' ' ---1• ISO VALVE I I Heat ~ ~ = = 1" COPPER Exchanaer 7 12" LUG STYLE PIPE BUTTERFLY VALVE I ttf;@)J~ @. @> I jPM) f--3" STEEL PIPE 8' 8' ·-2· I v 1" CHECK VALVE I , r/ --~ ~'J> r1" vso a• OUTLET w/ .... '-.......i. ' I , , VALVE 8" BLIND FLANGE V 3• ISO VALVE / ~ -• ~ ,,,_ V ./ I I s•• 6" 6' t: r;i ~1r'-' I >,,;;.., -.:.., ~ ,. ' .. ' ---~ -I'; -- --,_ ,_ I --~ 12" STEEL PIPE / I-.. a· t: ' y 3" PRESSURE ~ 1/ PIPE SUPPORT RELIEF w/ 3" L 12" ISO ~ 12" ISO . CONCRETE VAULT (TYP.) ISO VALVE ON VALVE VALVE 4' -o·x 7' -o·x s· -o· RISER 12' STEEL SPOOL __i 1/2" PRESSURE 12"X8" RED . ..J GAUGE w/ ISO 1" AIR RELEASE (FLG x FLG) VALVE w/ 1• ISO BALL 1 1/2" BRONZE BALL-' VALVE VALVF. ANO FIRE HOSE 17' CONNECTION (TYP FOR BOTH MANIFOLDS) 24'-2" PLAN SCALE: 1/2"=1 '-o• I \/ \/ ' . ~ I = 1, -= Ei I J [ J [ 'Fl12\\ 1:: 'k\1 J ~ te ]a ' ,ii ,,f ----· ,... __ --->-~ I I""\ ) ,~\ ~ ~, I""\ -------,-~ \ '-' !--'-' '-.. ./ ~ '-.. ,,I --· ... -' --· ... _ = I IH ~ 1'-9" 0 d V I -~ 4 • • <( 'll 4 ~ 7. 4 . ~ ~ R: \ .a • • • • .a 4 • I I ~ Q: 1 ~ "i1' "11' 6" RAISED s·-o• 4'-o" 3' I I CONCRETE nr nr nr PAD s·-o· CANS SET z MJLT :i nr 'If '1r I I I ~ -= ' ' \ / I ~ 1--~~ 16" CAN(! 4" THICK MIN.) _. ____ :_J ELEVATION SCALE: 1/2"=1'-0" FOR TELEPHONE / 3/4" FLEXIBLE CONDUIT e·I- OUTLET w/ BLIND FLANGE 2·-s· a• VlCTAULIC COUPLI/ _ffiJ .. g- .. -.. - 8" TURBO METER (FLG'D) w/ STRAINER ADJUSTABLE PIPE @ SUPPORT PER DETAIL Cl. l a• STEEL SPOOL (FLG X PE) ~ .. \_8.~EL L.__,J SPOOL 1'- (FLG X PE) -L--,-1~:-----_12· LUG STYLE \ BUTTERFLY VALVE 4• a• STEEL SPOOL (PE) 1·-2· ~ -~ --~ -- ,.Jg. -J ~ EI',__ l •I ,------,_ "-- •• <( " • .a \_~. FLOOR ~s EE DETAIL@ SLAB C) ~ rn z ...J (l_ w ~ / 0 <( u / VJ .------------4 w VJ 186 "' --------~----------------,-----,--------------,-,-,-,--,--:-:::===------------7r-----:--:--=-:::-:--'::"~==-=-=-:-:=~-iis 1----1---------------+---+--+---t-----t APPROVED GREEN ACRES RECLAIMED WATER PROJECT u PLANS PREPARED BY: ASL Consulting Engineers One Jenner Street, Suite 200 Irvine, Colifomia 92618 (714) 727-7099 BIG CANYON AND NEWPORT BEACH ".:; COUNTRY CLUB PUMP STATIONS o ~~~~~~~~~~=---1-------------------11 R.c.E. No. 4s214 tEWPORT BEACH COt..NraY a 18 "' 1----+-------------+--+--+-+--; DATE ----==----4:....•...;";:._-~.....,!=--------MECHANICAL SECTION 1 f----t-------------t---t---r--t---t..--------.-----------+------=-.::.:....,;_:__;_...:.., ____ -r-__ --1 ~ 1----+-------------+--+--+---t----tDESIGNEO DRAWN aTY OF l£WP0RT BEACH C-2.2 W-ea&4-8 ~ ENGR DATE APPO DATE CHECKED DA TE PUeUC 110R1CS DEPMMKT REV DESCRIPTION SHEET 5 OF 20 z •· . . 12· IN$1/I ATING MAifBIALS· GASKET -TYPE "E" PHENOLIC W~ECT. 0-RING SLEEVE -G10 LAM. Gt.ASS WASHER -G10 LAM. GI.ASS J::~-----F"OR WIRING AND TAG ID SEE WIRING DIAG. DETAIL EB ---INSULATING SLEEVE (FULL LENGTH) STEEL WASHER & NUT------© 0 0 (BOTH SIDES) \ INSULATING WASHERj_ (BOlH SIDES) THREADED STUD TEST LEAD, ALUMINO-lHERMIC Vfil.D, SEE DETAIL ,---INSULATING GASKET (FULL F"ACED) EB t-------lr--END OF" POLYE"TH'tl..ENE SHEAlH OR DIELECTRIC COATING BURIED INSULATING FLANGE DETAIL EB N.T.S. SlEP 1 STEP 2 SlEP 3 ~ • > FILE SURFACE TO BRIGHT METAL AND CLEAN SlRIP INSULATION FROM WIRE HOI.D WELDER FlRML Y WITH OPENING AWAY FROM OPERATOR AND IGNITE STARTING POWDER STEP 4 • STEP 5 /,-.. , I ( . ,_ ... ........_ GRAPHl"IE COVER STARTING POWl>ER METAL POWDER METAL DISC GRAPHl"IE MOI.D REMOVE SLAG FROM CONNECTION COVER CONNECTION v.tTH WELD CAP AND BITUMINOUS COMPOUND 'ELDER SECTION NOTES: 1. WELDER SHOY,N IS F"OR HORIZONTAL SURF"ACES, F"OR ~TICAL SURFACES SIDE WELDER IS REQUIRED. 2. ALL WIRE WELDS SHALL BE 6 INCHES APART, MINIMUM. J. ALL EXPOSED METAL (STRUCTURE, WIRE &: WELD) SHALL BE COATED WITH BITUMINOUS COMPOUND PRIOR TO COATING AND REPAIR. 4. REMO~ ALL WELD SLAG, co~ WELD AND EXPOSED WIRE WllH ELASTOMERIC WELD CAP AND COAT AREA (J" BEYOND CAP) WllH BITUMEN. REPAIR POLYETHYLENE SHEAlH IF APPLICABLE. ALUMINO-THERMIC WELD DETAIL N.T.S. EB NOR1H<11::<--->~souTH TAG I.D. A & B NORlH (N0.2 & N0.6) -8" STL. R.W. NORlH C &: D SOUTH {N0.2 &: N0.6) -8" D.I.P. R.W. SOUTH CONCREiE TEST BOX PER DETAIL EB CAST IRON COVER (WT. 12 LBS.) J¼" CONCRETE BODY (WT. 5-4 LBS.) CAST IRON RING NOTES: 1. CCNCRETE BOOY TRAmc RATED -BROOKS 1-RT OR EQUAL 2. CAST IRON TRAmC COVER MARKED -"CNB CP TEST'. J. 18" MIN. SLACK WIRE IN BOX (TYP.) 4. BOTTOM OF TEST BOX SHALL BE NA 11~ SOIL DO NOT PLACE ROCK, GRAVEL OR SAND IN TEST BOX 5. TEST BOX TO BE LOCATED AS SHO'lit-l ON PIPING PLAN. 120' (±5·) 5/8" PLATE ~~~~~-~-~~~~-1 1/2" NON-SHRINK -+---~ GROUT • ::i N- -:::::E CONCRETE PEDESTAL --3 1/2" (TYP.) 5• 2· 5• ELEVATION INSULATOR TEST BOX WIRING DIAGRAM 2 AT GRADE CONS~ffE TEST BOX ffi I 3• MIN. N.T.S. 21" x 12" HIGH 1B" x 12" (LOW) • • STEEL SUPPORT EB SEE DETAIL 1 1/2" NON- SHRINK GROUT _,,,,-#4 TIES O 12" ~ w' (TYP) 3• (TYP.) POLYURETHANE SEAlANT SEE DETAIL-.,,. 3• . SIDE Ir y y VARIE 12· 3• ELEVATION #4 DOWELS o---6" t.lAX. (6 TOTAL) IL· • • • • • • • • • • => cc: (I) => (/) (/) W VI cc: w a. 8: RUBATEX OR APPROVED BACKING I.IAT'L 5/8" PLATE--,. 1· • 0 I • - • . . .... • • • • •• • ... • • :c 3: •• • • • • • Oo :c ..;;J ............. -ROUGHEN ~ ~ SURFACE J/16 (TYP.) • !S • • 0 • • N • • • • • 4 • • • 4 • • • -• •• 4 • 4 • • • 3" CLR. NOTE· • • • 4 • 4• • • • • • • •• • • • • .. • • f • 4 • • • 4 • • • • 4 • • • • • 4 • • • • • • • STANDARD HOOK (TYP) (x 2'-01 • 4 • • • ,..._ aJ -- • 4 • 1. MINIMUM COMPRESSIVE STRENGlH FOR CONCRETE SHALL BE 2500 PSI AT 28 DAYS. AGGREGATES SHALL CONFORM TO ASTM C-33-86. CEMENT SHALL BE TYPE V PORTlAND CEMENT CONFORMING TO ASTM C150-86. 3" CLR. TYP. CONCRETE PEDESTAL & FOOTING N.T.S. EB . . ·<1 • 1/4" PLATE WALL FLANGE, MATERIAL SAME AS SLEEVE PIPE SLEVE, 1/4" THICK MINIMUM, STEEL PAINTING & COATING PER SPECIFICATIONS. FLOOR PIPE SLEEVE N.T.S. 1" CLEARANCE PIPE THRU FLOOR . LINING AND COATING PER SPECIFlCATIONS. DETAIL EB LEVEUNG NUTS 3/4" DIA. ANCHOR BOLTS (TYP.) • • DETAIL GREASE PLATE PRIOR TO INSTAWNG FLANGE SUPPORT PLATE 5/8" THICK WITH 4-7 /8" DIA. BOLT HOLES Cl 15 u (D FLANGE SUPPORT EB ... 0 >-,:; / N.T.S. ~ u / <./1 r------------1 w <./1 C-3186 "' r----------.---------------..---........ ---------------.----,----,----,--....---------------..-----------'---------t::, t----+--------------+--+---+---t----t APPROVED GREEN ACRES RECLAIMED WATER PROJECT 8 PLANS PREPARED BY: ASL Consulting Engineers One Jenner Street, Suite 200 Irvine, Colifomio 92618 (714) 727-7099 _ / /1, BIG CANYON AND NEWPORT BEACH i.... ~ COUNTRY CLUB PUMP STATIONS 6 t----+--------------+--+---+---t----t -i~~~~5f~P.~~~4--1--------------------1'.:f: U ER R.C.E. NO. 46214 ., ID t----+--------------+--+---+---t----t DA TE ---"''------'"t"-='-8'"-=--'l.1.f>,.,_______ MISCEUANEOUS DETAILS 1 l===t=============t:==t=:t=t==io:iEE:SSliGGNiNEECD) ___ l[DlRR;;;AWNWN-----t-:a:,:T-:OF:-:tEWPORT===-= ... =AOf:::-7-:e-:-'.s.::1:-r:w:--:-~=~s:-lJ REV DESCRIPTION ENGR DATE APPD DATE CHECKED DA TE PIJ8UC WORKS OEPNmlE!IT z SHEET 6 OF" 20 i ' DIETERICH POST REORDER NO. 14572.0 ,:j> 1J' a_ SITE PL~N CD FEN c::-----\~ (El\.\01ING) 111 -= '20,0 I LINE +-5'5.7' IVE '-N £::,, 'f' \ lf) lO IYl~I NT EN l:,t--1 ce t,UI LD\t--.\G (EXl~,I NG1 ■ PAUL J. RUFFING, AIA ARCHITECTURE / PLANNING 1101 DOVE STREET, #140, NEWPORT BEACH, CA TEUFAX 714.660.8062 DATE BY DESCRIPTION REVISIONS PLAN NOTES 1. 2. 3. 5. e. 7. 8. 9. EXISTING CHAIN LINK FENCE. PROTECT IN Pl.ACE, REPAIR ANY DAMAGE OR REPLACE AS NECESSARY. EXISTING GRADE CONTOURS. BUILDING PAD HAS BEE PREPARED BY CITY UNDER SEPARATE CONTRACT. PARKING AREA, STAIRS AND DRAINAGE CHANNEL HAVE BEEN CONSTRUCTED BY CITY UNDER SEPARATE CONTRACT. PROVIDE FINISH GRADING AROUND BUILDING TO DRAIN, MIN 2% AWAY FROM BUILDING, CLEAN ANO DRESS SURFACE AROUND BUILDING. CONCRETE PAD-◄" ™ICKWllH 6"X6"-10X10 WIRE MESH. ROUGH BROOM FINISH. ELECTRIC TRANSFORMER VAULT AND PEDESTAL. VERIFY LOCATION WITH UTILITY CO, EUCALYPTUS TREE -REMOVE TREE, AND ROOTS. DISPOSE OF OFF- SITE. EXISTING SITE IS ASPHALT PAVING. REMOVE PAVING AND BASE AS NECESSARY TO CONSTRUCT ™E BUILDING PAD, FOUNDATION AND ™E PUMP STATION. REPAVE SITE (LEASE AREA) AFTER ™E BUILDING IS CONSTRUCTED. SLOPE AlL PAVING MIM. 1% AWAY FROM BUILDING. CONSTRUCT CONCRETE PIERS TO SUPPORT PIPING. REFER TO PIPING DRAWING C 3.1 FOR DETAILS AND LOCATIONS. C-3186 APPROVED GREEN ACRES RECLAIMED WATER PROJECT BIG CANYON AND NEWPORT BEACH COUNTRY CLUP PUMP STATIONS APP'O. OESIGNEOPJR DRAWN CHECKED ? J Q_ DATE BIG CANYON COUNTRY CLUB SITE PLAN CITY OF NEWPORT BEACH A 1.0 W-5264-S PUBLIC WORKS DEPARTMENT SHEET -, Of :o • - • • • l • I • 0 • ,q 0) :ii METAL PARAPET CA p 8" X ◄" OVERFLOW .. - I ' ---__.,___ -----------------------------' -----~ ------------------------------------r ------ I I -- I I CONCRETE MASONRY WAll I I I I I I I I ' --------------- SIDE ELEVATION (OPPOSITE SIDE SIMILAR) L.--------------- r--------------- , , , , ------------------- . __________ r::1,.--1-- - --- -- - -- --- ---7 LIGHT FIXTURE CONCRETE MASONRY WALL 1 - I ' ---- -- 8" )( 4" OVERFLOW • "' I a, '----FINISH FLOOR '----SLOPED CONCRETE PAO END ELEVATION -SOUTH -~ ROOF LINE . / ' --------~ ----I L .__.,_ - - - - - - ---------- ----------7 --------- - -- -- --- --r - I I I I 24' X 24" M. 0. FOR • EXH FAN I CONCRETE MASONRY WALL I I I I I I I I PIPES Tl-iROUGH WALL I ~ VERIFIY LOCATIONS I I I I I ' I I I I . L ------.. ---,------ END ELEVATION -NORTH . . ---- ---- - - • a, ' ,... /1 ' _/d --I ----7 I -,--. --I I --...l -_J -...J -...J -·+ ,, ~ ----::rj: - MET Al PARAPET CAP TOP OF MASONRY ROOF LINE GJ. DOWNSPOUT TYPICAL FlNISH FLOOR FINISH GRADE \ • 0 ' ;1; 12' 4" TOP OF PARAPET 9' 11" TOP OF SHEATI-ilNG 6°-0• • CONCRETE -p\ • 0 6' X 10' a, ' J ... ... ' 0 G) ::; . 0 ' 0 _SLOPE~ rl . 0 rl ' -I • 0 -' ~ .. N HOLLOW METAL OOOR___j AND FRAME SEE DET. 121 A 3.0 . ! ' ■ PAUL J. RUFFING, AIA ARCHITECTURE / PLANNING -- 38'-0" 10' 5" TOP OF SHEATHING 10' 10" TOP OF SHEATHING • / EQUIP. PAD· BELOW ,-----------------,-------L--------------------~-------------· : ~ ~ 13 ,._10· VERIFY L -- _.nvvF OVERFLOW@TYPIC,\L _.11Vv,F DRAIN DOWNSPOUT~ ~ TYPICAL ROOF PLAN 114" • 1' • O" - i,---ROOFHATCH 12' X 4' EN. LINE HATCH r-----------.J ----------J SLOPE 1/4"1 FT_ SLOPE 1/4"11'T. 10' 4" TOP OF SHEATHING TOP OF SHEATHING ELEVATION MEASURED FROM FINISH FLOOR ROOF OVERFLOW ROOF DRAIN DOWNSPOUT BUILT-UP ROOF: 'CLASS A' BASE PLY 3 PLIES OF FLINT GLASS .; 12' 4" TOP OF PAAAPET 10'-5"TOPOF SHEATI-ilNG fl 11• TOP OF SHEATI-ilNG NOTE: ROOF FRAMING AND MEMBRANE TO BE CONSTRUCTED AFTER PUMP EQUIPMENT HAS BEEN SET IN PLACE COAT TAR PITCH MOPPING 3 0 25LIBS COAL TAR PITCH FLOOD COAT 40LBS. 75LBS 75 LBS. 400 LBS. GRAVEL SURFACE 3s•-o• s•-10· 2s•-o· 7·-2· 7·-6· VERIFY ~ ' - I ~ONCRETE MASONRY WALLS /· . I ////// //////// / 'Y////////////// / / / / I / /- 6" HIGH CONCRETE PIPE THROUGH FLOOF I EQUIP. PAD / VERIFY LOCATION WITH I / PIPING PLAN LINE OF EQUIP. FRAME I I /24'· o• X 8'· 2" 6 1-------~ ----7 ---✓----------------, :, < I I • ► > M ~ w I I I - --.' !!!!-~-----------, I w - ' I I ~ ffi+· I I I I I I _(.) -. --I I I -:---CONCRETE VAULT I I I I ~ • O" X 13' • O" X ,.,.Q" L --------1------____ J I I I I I I I I -,-- - - - - -J I CEN. LINE vluLT V I I I I I / I I I I I / L -- - - - --------------_____ J , / I / (15'\ I . / ELECT . / ~ r ONCRETE FLOOR PANEL / / I V I I I / / / / /I/ / / / / / / / / / / / / / / / / / / / / / / / --L ~ 19'-9· _F_LO_O_R_P_LA_N ____ 1_14_• •_1'-0' EB N • ---+--+------------+--! :,jED// ) ,,,,. 6 ~ tJT/,JT~rt'R C E NO 46214 DATE / / / . / ,: / / / / / / / /. -:t v ~ v V / / / / , / , ~ - - - • 0 ' N • EXHAUST FAN 9 tj -:I! "' ~ BI.OCK OUT FOR Pl THROUGH WAll VERIFY LOCATION PIPING PLAN PE WITH I . • a, I ..., -~ . • . . -• -•. . DOWN SPOUT( TYP.) ELECTRIC METER , C-3186 GREEN ACRES RECLAIMED WATER PROJECT BIG CANYON ANO NEWPORT BEACH COUNTRY CLUP PUMP STATIONS • BIG CANYON COUNTRY CLUB PLANS AND ELEVATIONS -1101 DOVE STREET, i140, NEWPORT BEACH, Cl TEUFAX 714.660.8062 DATE BY OESCRIPTKJN REVISIONS DESIGNED OAAWN P'D. PJR CHECKED PJR DA CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT A 1.1 W-5264-S SHEET {jo,=-'20 • \ \ . , , DIEll:;ICM ,OST REORDER NO. 141120 I ·; . ' I I I I I I ,' , ----; I , I I I I I I I I I I I • ' ' / f I I I ' ' I I ' ' , I I , . I I . I I - / ,,,,. ,,,,. ----------/ /---- f I I I + ........ _ SITE - s.01 -o ...... PLL..N 129 128 I '5.0 --• ■ PAUL J. RUFFING, AIA ARCHITECTURE I PLANNING - 110·1 DOVE STREET, i140, NEWP.OFiT BEACH, CA TELJFAX 714.660.80622 • f-LAN NQJES 1. i. s. 4. s. I. 1. ,. . . EXIS'TN'l ciWRui< FENCE. PROm:tiN 1UCE. REPAlR Nif 0,1,MAOE OR REPI.ACE AS NECESSARY. EXISTINCJ GRADE CCM'OORS. BUR.ONG PAO HAS SE PREPARe::l 8Y CITY UNDER SEPARATE COKT'P.ACT. • PAAAING AREA. STAIRS ANO OAAHACl£ ~ HAY£ SEEN OONSlRIJCTED BY CITY lt<OER SEPAAATI: CONTRACT. . • · PROYDE R.iSHGRAOl«3 AROlKl 8UlDNJ toOR.U-1, Ml'l2%AWAY • FROM BUI.DING, CLEAN »fJ DRESS S\JAFACE AROlH) BUI.DING. CONCREraPA0•-4"lHIO(wmta-xAJ'·10X10WIREMESH. ROUGH SFlOOMl'HSW. , ELECTruC ~F'OAMER VAlA. T blD PEDESTAL VER1FV LOCATION WrTH VT1LITY CO, EUCAl. YPl\JS TREE • REMO'/£ ffl£E. JJ.ID ROOTS. OISPOSE OF OFF- SITE. . EX!~ SITE IS AS?fiAL T PAVlNG. AEMOVE PAVNl ANO SAsE AS NECESSARY TO CONSmUCTTHE 8UU)ING PAD. FOUNDATION ANO THE PUMP STATION. REPAVE SITE (LEASE AREA) AFTER THE BU!tDING IS CONSTRUCTED. SlOPE AL!-PAVING MIM. 1% AWAY FROM BUllD1NG. I. CONSTRUCT CONCRETE 1'1~5 TO 5'JPPORT l11Pff\113. REFER TO P1l'1NG DRAWING C 3.1 FOR DETAA.S ANO LOCATIONS. .I C-3186 :i&,D I ) .. ,, 1-------+---l---------------+---tujittw'~~ IK)4'214 GREEN ACRES RECLAIMED WATER PROJECT BIG CANYON ANO NEWPORT BEACH COUNTRY CLUP PUMP STATIONS NEWPORT BEACH COUNTRY CLUB SITEPLAN 1---+---+--------------+---t DATE -'I •'I CATE BY DESCRIPTION DESIGNED APP'C. PJl2 REVISIONS CHECKED\'.'JI< CITY Of NEWPORT BEACH PUBLIC WORKS DEPARTMENT A 2.0 W-S2M-S SHUT q O'?_Q ,. I/ ' I I ~-------------------------------------/ I ' -----~-~--------------------------------------I . I ~ r --1--. '--.;: I i ' I / LIGHT FIXTURE ' I I , ' I "' • • CONCRETE MASONRYWALL 0 I .. I 6 @ I 0, ::i I ~ CD I I -I I ' -"" I 1• , !ii I I I I / I ------------------------- -- - - - _J , ' CONCRETE RAMP I 14\ ~ SIDE ELEVATION • EAST ' /1 . ' I ' ' I I I ,_ ----------i;;: ------------------------ --------------------------------------· " 7 -,-. -24~ X 24• M.O. FOR --EXH. FAN I -,-. I i I --,-. I i I ~ .... ' I CONCRETE MASONRY WAI ,-,-. I ' ~,... . • I ,-,-. C, I ' I r-I ,-,-. I ,-,-. I ~"" I : • I ' ~"" ' ! ' ~"" ' ' ' I ~ .... --:-, ------a .. \ SIDE ELEVATION • WEST METAL PARAPFET CAP I R OOF LINE L -_._ -___ , ___ I .. ------------I X 4~ OVER FLOW --------------------I ------I CONCRETE MASONRY WALL I ' I ~ / I I I , ' I , ' I i / " I I I , ' --@ I • I , ' 0 • < > I ,q I ii, :::E ' • I ' , I ' , I i 11™11 11 ti I I ' I I I I '-.. / ~ -I-_J FINISH FLOOR ' "" FINISH GRADE END ELEVATION -NORTH METALPARAPFET \ CAP \ I ROOF LINE W' X 4• OVER FLOW ... I~ ----'-----' ---------------I I --------------------------I I I I I I I I ' I I CONCRETE MASONRY WALL ' I I I I I I I ' ' ' I, • I I, I ' I I : ' I I I FINISH FLOOR I I ,, L --- ----- ---- ---_,_ ----. .J • FINISH GRADE END ELEVATION· SOUTH METAL PARAPETCAP ____@ -~ TOPOF MASONRY ROOFU NE ANISH FLOOR FINISH GRADE METAL PARAPET CAP TOP OF MASONRY AOOFU NE ANISH FLOOR RETESPLASH K CONC BLOC FINISH GRADE ~ a: UJ > • "' I 0 ... r ~ :,: UJ • ;;,; .. -' I :z "' UJ ... 10'· 4" TOP OF SHEAHTING 12' -4" TOP OF PARAPET ' . "' I "' • T "' . rl "' I "' 9' 11" TOP OF SHEAHTING DOWNSPOUT '---RO<)F DRAIN ----CVER FLOW -fl--ROOF HATCH 6' X3' ~--- C N. LINE HATCH 10' 3" TOP OF SHEATHING 9'-3 314•--------·-·--------····-··-·······--··--·· VERIFY SLOPE 1/4"/FT. SLOPE 114"/FT. 10'. 8" TOP OF SHEATING ROOF PLAN 114" • 1' -O" NOTE: ROOF FRAMING AND MEMBRANE TO BE CONSTRUCTED AFTER PUMP EQUIPMENT HAS BEEN SET IN PLACE. TOP OF SHEATHING IS MEASURED FROM FINISH FLOOR. 33' -4 • 4'-10 3/4" 1s·-o• ~ . - I / CONCRETE MASONRY WALLS I I ~ / / / / / / / / ✓1 / / •/ / / / / / / / , / '/ / ~PIPE THROUGH F\.OOR y VERIFY LOCTK)~ WITH PIPING LAYOUT I I/ /; 6" HIGH CONCRETE I/ EQUIP. PAO I LINE OF EQUIP. FRAME I/ r1 I 7'· 2" X 17'-0' I r---1-~----#------------, V I ■ > I I V I p•-9 ~ .. LLI.................... I • •-Z r I > . . I liH CONCRETE VAULT I V I : 4'-0" X T -O" X 5,'-Q• I -V : I I I V I I : .... --.... -. -. -. --·-.. --.. -. -. --; I -_I_ I V I I / L - ---- -- -- --- -- - - - - -_J ' V I I &i '& TYPICAL DOWN SPOUT 9' 11 • TOP OF SHEAHTI ROOF DRAIN, __ _, OVE@ 18 -TYPICAL BUILT-UP ROOF: 'CLASS A' BASE PL? 3 PLIES OF FLINT GLASS 12' • 4"TOPOF PAR,6,PET 1 r,-4-TOP OF SHEA THING COAT TAR PITCH MOPPING 3@ 25l.BS. COAL TAR PITCH FLOOD COAT GRAVEL SURFACE 10'-5 1/4' 6·-o· 2•-0• 2·--0• I EXHAUST FA J ""WN SPOU ..i . [TYPICAL) / / / /'/ V AL DOOR 40 LBS. 75 LBS. 75 LBS. 400 LBS. ~ ANO FRAME r HOLLOWME EE OET 12/A 3.0 SLOPE TO Gr/.oE / G) \ C\v \ --NCRETE RAMP • 0 ! ., • 0 d I 0 ::ii rl • V C,N. LINE VAULT @I CONCRETE FLOOR ELECT. K a, I ., HOLLOW METAL DOOR AND FRAME SEE DET. 121 A 3.0 . 0 I "' FLOOR PLAN 114" • 1'-0" ■ PAUL J. RUFFING, AIA ARCHITECTURE / PLANNING V 1/- '-4' • 1~01 DOVE STREET, 1140, NEWPORT BEACH, Cl TEL/FAX 714.660.8062 .. 0 4' -6· •~n"'' I I// / / / / ;1).~ I 1,1 I --I ~ I w CONCRETE RAMP CL I 0 .., .,, • I I s·-o• M.O. jd DATE BY / / / / / / DESCRIPTION REVISIONS PANEL "' I / / / / / / / ~ . APPROVED V I/ ~ PIPE THROUGH FLOOR " VERIFY LOCTION WITH PIPING LAYOUT , • ELECTRIC METER ' . . C 3186 GREEN ACRES RECLAIMED WATER PROJECT BIG CANYON AND NEWPORT BEACH COUNTRY CLUB PUMP STATIONS A R.C.E. NO 46214 DATE DESIGNED pn n DRAWN PP'O. JK CHECKED PJ!<.. CATE NEWPORT BEACH COUNTRY CLUB PLANS AND ELEVATIONS A 2.1 W-5264-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET(OOF 20 • ,- l •··. .. r • ~:-=-el _--::::-.c ___ I -----OOWN '5f'Cl \Ji oox '24 GA. f'.C,.,I NT j i----· --..._ -t- I . , L ___ -,-'_J I - Ii< I\ ' ' • ~ II FLA. 'oll I NG -.CNeP--.1.. t:,..P 17 OUTLET -OPENING -+--t<OOFlr-lG r:;u:;;e FLA<8<1-i-lNG- FAe>l2-ICA1E <::lcUF'PS< R:!OM o. 108° ti.LUM- @)1---6_C_U_P_P_E_R _____ ---:_,..---@--=CD_.;;_W.,___1--'1_" 5.......;__R.-.::..0_;:U=--T'---------- . • (D . ---• K=----R0o1' i..t>,Cl.l . DOuC;;Lc L~"° \.Jts.,cu cu12e, --+-1> 311 FltE.R Cl:,,NT f r-t.t-tCU iO IU:OF • . Fl'<-6.N. I N G ~c,F:£ FL.~UI NG , 4' «..flO I NG ,., l{---->----F~,NG ~El: 1 ~Tl<.L-Ci~PA'-cQv-JG<:: ®_R_O_O_F---'-H-~_~_C_~ ______ _ ... .,. Cvl.JTIIJUC,U':1 a.~AT ~-PA~E:T COPII.JG 0EE ---JI"---'-'l.X!tl C04T v.; 'J/8,11 (1) .., ~b. G4,5'0.C ~ Cf!.,.f> "BI-J.EeT RCOFING t..NO f'"Lb,."';;\.-1 ING ,.___ __ ....,_ 1/'2.• Ct::..N, ~i<.I p. PbJ2.6..PET CAP DIITlJIIICH POSY MOMO: NO. 1U121 • ---.. . I I rR, I .I r - / , E, QUIP. MOUNTING a.b.t-\E:. F t::, NCUOR p_c,.,~ S f!::c;LT e:,..,-PUr-A.P lv\F~'R. er, ::NC1<. E.c,T ~ 0 ...' R !:> ~LC·~ -'"':.'E.E Ruc-ruR.6-L CCWG0- !t ~ & .... ' -1:" ..... ,...-... l ' / I ' / I I . \ I I I \ , r- . I I ' ~ ~ ;w • I - / l ' / .. -/ / / I / / / / I / / /' I / I . . ,. . ' . ·-· ~ -..;) t ·l ~{..-' ,.,.. ..,.P. • .. ' ' b,A• . t. ..... ., . ' / ·~ ~-. A.~ r . •' . .. " • .t: • ,• e,< . . • • • c' ,• • ••• t •• • f k•. ..... ,..,. ' 'l\i'·--· if I ''Ip,'/· . l 1:il-==-~1;;,,~~l· •. ~ ' ....,,. :11\;::2•;,. / !l,j) ~l.i •< ~":~ I =-.il\r, ',,;.•' C \I,' '\. ,,, -,,, .. ' '-~ ill - . , E! . - ' I . , I --~;.. .. 2_::/, --: <·· :l·" :~' . ;·: . •· . ·:.,... .. • ...... ~ ... :'•°' . ' ' •. , . ... . ,, ' " ~-~~!1:~'\!l.lE::= \ ., =.o,T!~ ---,\, ~c= .. :11<=::- ;1 g , . ccu~e \....EbP l<-OOf= <-.t.,. ,c 1-1 V / / -✓v \ k \ . / . / / . ·v / . // / P-JMP EQU!Pt-.(ENT / ~10. l<eFEQ. TO V G,; l<t.1 ";;E. 0 C0-102E"TE V F't..C- / • ,. , ... "-,'i!."j; ' ..... ' •. ·•--. ,. "'\ ...... / . '2. <Sl'>l-J 0 <t Vt,. PCR. t,c,.R;a,_1 E ~ CCMPC.C-Eu ~'<'.-ALL b.""::, Rf:G'.'.~EO PQ.E Ft)i:2N,EO CCNCRETE- Vt:...UL"T-\/ER..lfY ~Z.E-9' LOCL:.. "TION (;11 MIN :;12to..VE;-L t::e.o . - - ... \ v::-:-TOPOr . ,r- QOOF F l:?.t:.N.ir-<, REFER. ,o ~,R.1JCT\..IRAL 0:,..t:::,'WI '"'Ge C:ONCR + e,e l'.<t. "30NRY~ REFER 10 - , . ORL:. '1'11 N G C;,. '.NC.LI..- ~,Rue FINI ':>U FLOOR. F\Nl0U CQ-lCQf:. TE FCOTlNG REFER iO c;;-rQ.tJ Ci U 11..::.L NG-"7. c;,_1:,,;-;-11 / I ~ 0J T---.(P!CLL 5ECTION , -:F±tttM DOOQ#'l ~---'-,-4,---1-t\:!""tl:::..\-~':-1:"~G!:t,.L -• FULL i..Et-lG1H t<c--'1.." I--IOt.LCW /'-,l~T'..._ f'FU:.NE -P.0.•N> 1'~'1)< ?>c11 LCVVEQ E c,.c 1-1 CCX:: r"'-. --'l" '-'Oi..LOW t>IC TA.I. _ FR er--1 s -Pb\,.. T / l~----.:-1-1---METt:.L l:>"a>TRIG~l FULL I..Et-\c;TI-I CCOR :# I DOOQ5 -1'21 )C. ~ • U)tJ\/rR EAC'-' 000.::. ■ PAUL J. RUFFING, AIA " ARCHITECTURE / PLANNING 1101 DOVE STREET, 1140, NEWPORT BEACH. t:A TEL/FAX 714.660.8062 ,. .. 5,:-~11 --~ e.l:,.1..A t•f1 • ,.....,.--,.,--,,--,..-f _..,...--,1------'- ~ I .... OOOR M 0. '5 0 t-1 R--r .e.t-1 ~ OtZ 1\ E: '3 ?eR Jb.Mb -;----14. M. ~ E.. · ll-H<E0-l0LD EX. TEP. I ()a. '5U:,e, 01..Cf'E TO GR~C' C-3186 APl'RO'iED GREEN ACRES RECI.AIMEO WA TEA PROJECT J..---1----1-------------t----1 BIG CANYON ANO NEWPORT BEACH COUNTRY Ct.UP PUMP STATIONS TYPICAL DETAILS ' ,• ci z -:,:: UJ .., z -"' z UJ "'"' -< s ... u ,i! ... "' ... i1i "' "' "' -N 0 , . {o :.,; -..... -'-"' % "' ::, ... "' " 0 -0 • ' 0 "' .,,.. "' "' 0 .... "' ... .,,.. "' 3 O· ,, ..: GENERAL 1. 2. 4. 5. THE CONTRACTOR SHALL VERIFY AU. DIMENSIONS. El..E\IATIONS. AND SITT CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITT:CT ILO.tEDIATELY Of ANY DISCREPANCIES. All OUISSIONS ANO CONFUCTS BETWEEN THE VARIOUS fl..£1.1ENTS Of THE WORKING DRAWING ANO THESE NOTES SHALL BE BROUGKT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK SO INVOLVED. CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO EXCAVATION. NO PIPES. DUCTS. SLEEVES. CHASES. ETC. SHALL BE PLACED IN SL.ABS. BEAMS. OR WAU.S UNLESS SPECIFICAU.Y SHOWN OR NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAi. FOR INSTALLATION OF ANY >l!OITIONAI. PIPES, DUCTS. ETC .. REFER TO ARCHITECTURAL AND MECHANICAL PLANS fOR M.J. PIPES. DUCTS. CHASE, ETC. LOCATIONS. M.J. MATERIAL ANO WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE U.B.C. 6. UNLESS OTHERWISE NOTED ON THE DRAWINGS. THE DETAILS ON THIS DRAWING SHAU BE USED 'M'ENE\IER APPLICABLE WHERE NO DETAIL IS SHOWN, CONSTRUCTION SHALL BE AS SHOWN FOR OTHER SIMILAR WORK. FOUNDATION ., ,,,.., 1. 2. 3. 4. 5. 6. GEOTECHNICAL ENGINEER SHALL VERIFY THAT GRADING OPERATIONS AT THE SITE ARE IN CONFORMANCE WITH THE RECOMMENDATIONS AND CONCLUSIONS OF HIS REPORT. FlNISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATION. BEFORE CONCRETE IS PLACEQ, EXCAVATIONS SHALL BE CHECKED ANO APPROVED BY A QUALIFlt.D GEOTECHNICAL ENGINEER TO INSURE COMPLIANCE WITH HIS REQUIREMENTS. ALL FILL MATERIAL IS TO BE APPROVED BY THE GEOTECHNICAL ENGINEER AND IS TO BE COMPACTED AS PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.INSPECTION IS REQUIRED DURING FILL AND COMPACTION. BOTTOM OF FOOTING SHALL BE AT LEAST 18" BELOW LOWER FINISHED GRADE. SOIL DESIGN PRESSURE: PSF O PAD FOOTINGS PSF O CONTINUOUS FOOTINGS 7. FOR CHARACTER OF SOIL SEE REPORT BY: REINFORCED CONCRETE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. CEMENT 'SHALL CONFORM TO A.S.U.t. C-150 TYPE V WITH AN Al.KALI CONTENT LESS THAN 0.607:. -- AGGREGATES SHAl.l. CGNFORLI TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE. REAOY-1.tlX CONCRETE SHALL BE MIXED AND DEIJ\IERED IN ACCORDANCE WITH A.$.T.LI. C-9, >lJMIXl\JRES MAY BE USED WITH THE ACCEPTANCE OF THE STRUCTURAL ENGINEER. ADMIXTURES USED TO INCREASE THE WORKABILJTY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE CEI.IENT CONTENT. REFER TO THE ARCHITECTURAL PLANS FOR MOULDS. GROOVES. ORNAMENTS. CUPS. OR TEXTURES REQUIRED TO BE CAST INTO THE CONCRETE AND fOR THE LOCATION OF DEPRESS,ONS. CURBS. AND RAUPS. CORNERS OF SLABS. BEAMS, WALLS, COLUI.INS. ETC SHALL -BE FORMED WITH A J/ 4 INCH CHAMFER UNLESS NOTED OTHERWISE. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS OF THE A.C.I. 301 M.J. REINFORCING STEEL. ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHAU. BE SECURED IN POSITION ANO INSPECTED BY THE LOCAL BUILDING OFFICIAL PRIOR TO THE PLACING OF ANY CONCRETE. LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED IN THE PLANS SHALL BE REvlEWED BY THE STRUCTLRAL ENGINEER PRIOR TO PLACING AND ORDERING OF REINFORCING STEEL. , .•. CONCRETE SLAB ON GR>l!E TOLERANCES: '"'s"'P-=Ec"'1=F1""ED:--::Fr:--:M:-clN,.....,.LOC=A"'L~F fr -30 f', -t~ FL • 20 FL • 10 11. CONCRETE SHALL HAVE A LIINII.IU"' TWENTY-EIGHT CAY COIAPRESSIVE STRENGTH, tC. AS FOLLOWS WITH A MINIMULI Of 470 LBS. OF CEMENT PER CUBK: YARD .!c A L1AX SLU"4P • 4 IN CAISSONS -PSI. PAC FOOTING 2500 PSI. CONTINUOUS FOOTING 2500 PSI. GRADE BEA"S ::::':~:::== PSI. SLAB ON GRADE 4000 PSI. El..E\IATED SLABS AND BEAMS -PSI. COLUMNS -PSI. WALLS -PSI. 12. FLYASH IS NOT ACCEPTABLE UNLESS PREYIOUSLY REVIEWED BY ENGINEER 13. All EXPOSED CONCRETE SHALL BE SPRAYED WITH A CONCRETE CURING COMPOUND AT THE RECOIAIAENDED RATE OF THE MANUFACTURER II.IL+EDIATELY AFTER FINISHING. THE CURING CO,..POUNO SHALL COMPLY WITH A.S.T.Lt. C 309. OTHER METHODS OF CURING !MY BE USED PER A.C.I. 308. THE CURING PROCEDURE SHALL REMAJN IN EFFECT fOR 7 DAYS MINIMUM TWO APPLICATIONS SHALL BE MADE ON THE SlA8. THE SECOND AFPLICATION SHALL BE APPLIED PERPENDICULAR TO THE FIRST. RE!NFORCiNG STEEL 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. REINFORCEMENT SHALL CONFORM TO A.S.T.M. A-615. GRADE 60 WELDED WIRE f"ABRIC SHALL CONf"ORM TO A.S.T.M. A-185. REINFORCING FABRICATION SHALL CONFORM TO A..C.I. 318 WELDING OF REINFORCING STEEL SHALL CONFORM TO A.W.S. 01.4. LAPS AT BAR SPLICES SHALL BE 56 BAR DIAMETER MIN. FOR CONCRETE AND 62 BAR DIA.METER MIN. FOR FOR MASONRY UNLESS NOTED OTHERWISE. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALi,, UNLESS NOTED OTHERWISE.,_ AND TIED INTO POSITION AT THE TO..-AND BOTTOM AND AT INTE..:VALS NOT EXCEEDING 192 BAR DIAMETER. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF CONCRETE COVER: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" EXPOSED TO EARTH OR WEATHER: NO. 6 THROUGH NO. 18 BARS NO. 5 BARS, 5/8 INCH WIRE AND SMALLER NOT EXPOSED TO WEATHER OR IN CONTACT WITH SLAB, WALLS. JOISTS: NO. 14 AND NO. 18 BARS NO. 11 AND SMALLER BARS BEAMS, GIRDERS, COLUMNS: PRIN. REINF.0 TIES, STIRRUPS OR SPIRALS SHELLS AND F LDED PLATE MEMBERS: NO. 6 BARS ANO LARGER NO. 5 BARS. 5/8 INCH WIRE AND SMALLER 1 1/2: GROUND: 1 1/2" .3/4" 1 1/2" 3/4" 1/2" ALL REINFORCING STEEL, ANCHOR BOLT, DOWELS. Al-<D INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING OF CONCRETE OR GROUT. UNLESS OTHERWISE NOTED. FlURNISH NO. 3 TIES AT APPROXIMATELY 36 INCHES ON CENTER IN ALL BEAMS AND FOOTING TO SECURE THE PRINCIPLE REINFORCEMENT. WHEN REINFORCING STEEL IS TO BE WELDED, THE STEEL SHALL COMPLY WITH THE A.S.T.M. A-706. THIS REQUIREMENT MAY BE SATISFIED BY THE USE OF STEEL COMPLYING WITH THE A.S.T.M. A-615 PROVIDING THAT THIS STEEL MEETS THE CHEMICAL EQUIVALENT REQUIREMENTS AND CHEM:STRY LIMITS OF A.S.T.M. A-706. VERTICAL WALL REINFORCEMENT SHALL HAVE NO SPLICES EXCEPT AT THE FOUNDATION, UNLESS NOTED OTHERWISE. STRUCTURAL WOOD '' , • 1 ALL WOOD MEMBERS SHALL BE DOUGLAS-FIR OR LARCH AS • GRADE MARKED BY THE W.W.P.A. 2. 3. 4. 5. 6. 7. 8. 9 10. 11. 12. PLYWOOD SHEATHING SHALL BE DOUGLAS-FlR CONFORMING TO COMMERCIAL PRODUCTS STANDARD PS-1 AND SHALL BE GRADE MARKED IN ACCORDANCE NITH AP.A. WOOD GRADES (UNLESS NOTED OTERWISE): HORIZONTAL MEMBERS: DBL. TOP PLATES GRADE 11 JOIST AND RAFTERS GRACE 1i BEAMS AND STRINGERS GRADE II 1 VERTICAL MEMBERS: 2x4 2x6 STUDS &: LARGER POST &: TIMBERS CONSTRUCTION GRADE /l2 GRADE /11 GRADE CUTTING NOTCHING OR DRILLING OF BEAMS AND JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. UNLESS OTHERWISE SPECIFIEDt ALL NAILING SHALL CCNFOR\A TABLE 23-1-Q OF THE LATES EDITION OF THE U.8.C . TO ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS-FIR. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. EXCEPT AT SILL PLATES AND ALL BOLT HOLES SHALL BE DRILLED 1/32 INCH. IN DIAMETER LARGER THAN THE BOLT DIAMETER .. ALL SILL BOLTS SHAU. BE PLACED 9 INCHES FROM THE END OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS NOTED ON THE PLANS. SILL ANCHOR BOLTS SHALL HAVE STANDARD SQUARE PLATE WASHERS. ALL FRAMING ANCHORS, POST CAPS. COLUMN BASES. ETC. SHALL BE AS MANUFACTURERD BY "SIMPSON COMPANY". PROVIDE BLOCKING OR BRIDGING PER U.8.C. PROVIDE DOUBLE JOIST UNDER All PARALLEL PARTITIONS. TOP PLATES OF ALL WOOD STlJD WALLS TO BE 2-2x, UNLESS NOTED OTHERWISE. LAP 48 INCHES MINIMUM WITH NOT LESS THAN 20-16d NAILS AT EACH LAP AND NOT MORE THAN 12 INCHES ON CENTER 13. PRE DRILL FOR NAILING. WHEN NAIL SPACING RESULTS IN Tl-'E WOOD SPLITTING 14. HOLDOWN POST BOLTS SHALL HAVE STANDARD SQUARE PLATE WASHERS. 15. A "CERnfK:ATE OF INSPECTION". BY AN INSPECTION AGENCY, APPROVED BY THE LOCAL BUILDING OFFICIAL. SHALi. BE SUBLtlTTED TO THE BUILDING DEPARTMENT PRIOR TD ERECTION- FOR GLUED LAMINATED BEAMS. CONCRETE MASONRY 09 ' '' 1. 2. 3. 4. 5. 6. 7. 8. 9. 1 o. 11. CONCRETE MASONRY UNITS SHALL BE TYPE 1 MEDIUM WEIGHT OPEN END UNITS IN ACCORDANCE WITH ASTM C-90 & USC STD 21-4. MORTAR SHALL BE TYPE S CONFORMING TO THE LATEST EDIT!ON· OF THE use. GROUT MIXES FOR F'M LESS THAN OR EQUAL TO 1500 PSI: FINE GROUT SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT_.,_TO WHICH MAY BE ADDED NOT MORE THAN ONE-it.NTH PART HYDRATED LIME OR LIME PUTTY AND TWO AND ONE-FOURTH TO THREE PARTS SAND. COARSE GROUT SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO WHICH MAY BE ADDED NOT MORE THAN ONE-TENTH PART HYDRATED LIME OR LIME PUTTY AND TWO TO THREE PARTS OF SAND, AND NOT MORE THAN TWO PARTS GRAVEL COARSE GROUT MAY BE USED IN GROUT SPACES :N SOLID MASONRY 2 INCHES OR MORE IN HORIZONTAL DIMENSION AND IN GROUT SPACES IN FILLED-CELL CONSTRUCTION 4 INCHES OR MORE IN BOTH HORIZONTAL DIMENSIONS. ALL CELLS FOR HOLLOW UNIT CONSTRUCTION THAT SHALL BE FILLED SOLID WITH GROUT. ALL CELLS THAT RETAIN EARTH OR BELOW GRADE SHALL BE FlLLED SOLID WITH GROUT. IF GROUTING HAS STOPPED FOR ONE HOUR OR LONGER. A HORIZONTAL CONSTRUCTION JOINT SHALL BE FORMED BY STOPPING AU. TIERS AT THE SAME ELEVATION AND WITH THE GROUT 1 INCH BELOW THE TOP. CONSTRUCTION OF GROUTED MASONRY AND HOLLOW UNIT MASONRY SHALL BE IN ACCORDANCE WITH CHAPTER 21 OF-THE U.8.C. ALL ISOLATED BOLTS EMBEDDED IN MASONRY SHALL BE GROUTED SOLIDLY IN PLACE WITH NOT LESS THAN 2 INCHES OF GROUT SURROUNDING THE BOLT. LAY MASONRY UNITS IN RUNNING BOND MASONRY WALL: F'M = 1500 P.S.I. COMPONENTS: CMU 2QOO P.S.I. GROUT 2QQO PS.I. ABREVIATION AB ABV ACDL ALT ATR BTWN BLW BLDG BLKG BM SN BOT BS SSMT CLR CLG CMU COL CONC CONN CONST CONT COl-<TR CF CJ CVR DIA DIR DWG EA EF ELEC EL EN ENGR EXP JT ED EXT FF FG FN FL F'S FON FOC FOS FT FTG GA GALV GND GR HT HORIZ HS INFO INT KP KSI LBS LG LONGIT LT WT ANCHOR BOLT ABOVE ADDITIONAL ALTERNATE ALL THREAD ROD (A.307) BETWEEN BELOW BUILDING BLOCKING BEAM BOUNDARY NAILING BOTTOM BOTH SIDES BASEMENT CLEAR CEILING CONCRETE MASONRY UNITS COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CUBIC FOOT CONST JOINT COVER DIAMETER DIRECTION DRAWING EACH EACH FACE ELECTRICAL ELEVATION EDGE NAILING ENGINEER EXPANSION ~OINT EQUAL EXTERIOR FlNISHEO FLOOR FINISHED GRACE FIELD NAILING FLOOR FAR SIDE FOUNDATiON FACE OF CONCRETE FACE OF STUD FOOT, FEET FOOTING GAGE GALVANIZED GROUND GRADE HEIGHT HORIZONTAL HIGH STRENGTH INFORMATION INTERIOR KING POST KIPS PER SQ INCH POUNDS LONG LONGITUDINAL LIGHT WEIGHT MAX MB MD ~ECH MFR MIN MISC 'NS NW oc OFP PSF PSI REINF RED SCHED SF SHT SIM SPEC SQ STD STL STRUCT SYM THK T&B TOF TL TOS TRANSV TS TYP UNO VERT WF W/ W/0 WP WI/• WT WP MAXIMUM MACH,~E 60LT METAL DECK MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS NEAR SIDE. NELSON STUD NORM.AL WEIGHT ON CEl'.TER OPPOSITE POUNDS PER SQ FOOT POUNDS PER SO INCH REiNFCclCEMENT REOUIRE SCf-lEDULE SQUARE FOOT SHEET SIMILAR SPECIFICATION SQUARE STANDARD STEEL STRUCTURAL SYMMETRICAL THICK TOP &: BOTTOM TOP OF FOOTING TOP OF LEDGER TOP OF STEEL TRANSVERSE TUBE STEEL TYPICAL UNLESS NOTED OTHERWISE VERTICAL WIDE FLANGE BEAM WITH WITHOUT WATERPROOFING WELDED WIRE FABRIC WEIGHT WORKING POINT SY'ABOLS L ANGLE C AT (t CENTERLINE ff. PLATE I/ NUMBER 0 DIAMETER PL PROPERTY LINE WAJl1 SKT Sl<T Structural Eng,neenng 15J 75 Borronco P\cwy Su,te A-201 Irvine, CA 92 718 (714) 727-9070 (714) 121-9013 r~ SPECIAL INSPECTIONS<4 i & TESTING TYPE OF WORK CONCRETE WITH f'c GREATER THAN 2.500 PSI LEDGER ~•w ANCHOR BOLTS ,111 CONCRETE 'NALLS STRUCTURAL FIELD WELDING WELDING OF REINFORCING STEEL HIGH STRENGTH BOLTING 'AASONRY EXPANSION ANCHORS CHEMICAL ANCHOR AuHESIVES ,JNDER CUT CONCRETE ANCHORS ~OTES SPECIAL INSPECTION UNO YES YES YES YES YES YES NO YES NO TESTING USC SECTIONS 1903 & 1905 ,:,c-c-NOTES 1, ~. .J '-~r SECTION 2221 UBC SECTION 2105 10/□1 /97 REMARKS SPECIAL INSPECTION IS NOT REQUIRED FOR: 1 l SLAB ON GRADE 2 FOUNDATION WITH F'c LESS OR EQUAL TO 2,500 PSI. ! CONTINUOUS INSPECTION IS NOT REQUIRED FOR No. 5 • SMALLER SUP CRITICAL BOLTS (SC) UNIT STRENGTH METHOD HILT! KB MPSON UNG ... 2 WEDGE " COVERT CIA GEL HILT! HIT &: HY SET COVERT DUC UNO IN DETAIL 1. ALL COMPLETE PENETRATION GROOVE WELDS CONTAINED IN JOINTS AND SPLICES SHALL BE TESTED 100 PERCENT EITHER BY ULTRASONIC TESTING OR BY RADIOGRAPHY. ~ PARTIAL PENETRATION GROOVE WELDS WHEN USED IN COLUMN SPLICES SHALL BE TESTED EITHER BY ULTRASONIC TESTING OR BY RADIOGRAPHY WHEN REQUIRED BY THE PLANS AND SPECIFICATIONS. FOR PARTIAL PENETRATION GROOVE WELDS WHEN USED IN COLUMN SPLICES. WITH AN EFFECTIVE THROAT LESS THAN ¾ INCH (19. 1mm) THICK. NONDESTRUCTIVE TESTING IS NOT REQUIRED: FOR THIS WELDING. CONTINUOUS SPECIAL INSPECTION IS REQUIRED. J. BASE METAL THICKER THAN 1 ½ INCHES (.38.1 mm), WHEN. SUBJECTED TO THROUGH-THICKNESS WELD SHRINKAGE STRAINS. SHALL BE ULTRASONICALLY INSPECTED FOR DISCONTINUITIES DIRECTLY BEHIND SUCH WELDS AFTER JOINT COMPLETION. ANY MATERIAL 015CONTINUITIES SHALL BE ACCEPTED OR REJECTED ON THE BASIS OF THE DEFECT RATING IN ACCORDANCE WITH THE (LARGER REFLECTOR) CRITERIA OF APPROVED NATIONAL STANDARDS. 4. THE SCHEDULING OF SPECIAL INSPECTIONS IS SPECIFIED IN THE USC CHAPTER 17. cope-APPRQVAL;i MANUFACTUPER UBC ER II COlA RR , COVERT ANCHORS 4846 25113 HILTI PRODUCTS KB-2 4627 23272 HIT 4016 24919 HVA 4016 24397 HY 5193 25257 HDI 2895 23709 LOW VELOCITY FASTENERS 2388 2582 ANGELES METAL SYSTEMS 1715-P 24988 PHILLIPS REDHEAD ANCHORS 1372 2748 SIMPSON STRONG-TIE SET ADHESIVES 5279 25279 SIMPSON STRONG-TIE WEDGE ANCHOR 5256 25280 SIMPSON STRONG-TIE SOS SCREWS 5268 25281 PNEUTEK PINS .3447 245.39 NELSON STUDS 2614 2725 DIETRICH INDUSTRIES 4784P 251.32 DART SELF DRILLING/TAPPING SCREWS 5202 - Ir< DESCRIPTION N'f''D APPROVED ,. -.. . ., , ,I UT',T1ES v·'R R"C.E. NO. 46214 DAT£ ...... ,. DESIGNED OP.AWN l----'--...L.----------------'---+.c==c----+..=-------t WQH CH(C)(.E0 DAT£ REVlSIONS SKT - T97036 -PLOTD•TEc 03/16/9~ C-3186 GREEN ACRES RECLAIMED WATER PROJECT BIG CANYON AND NEWPORT BEACH COUNTRY CLUB PUMP ST A TIONS BIG CANYON & NEWPORT BEACH COUNTRY CLUBS CONSTRUCTION DETAILS CITY OF NEWPORT BEACH S0.01 I W-5264 -S PUBLIC WORKS DEPARTMENT SHEET !'l OF'20 "' "" "' -~ \ ' • • db • CONSTRUCTION OR CONTROL JOINT SEE(a'\ \.::.,) 1½" TIP I 1 ' 90· STD HOOK\ I o \ ALTERNATE STD HOOK I I I ,)1-------_-_-__ -_-_-_-_-_ -1::..<.1--_-_-_-_-~_"7.,,_;:J ___ _ r AOD'L f4 0 18" /l r SLAB PER PLAN i / • • • • • / ,---CONCRETE PAD & SLAB r---..-----------t I i PRECAST VAULT ~ 1 BY OTHERS I I I I I I ~ ' ,r..-.----------; I· 1-- lj!,- :1 : 1-._'....-,_ ~ I I I -v-1-- • . . r,......~---~-,,..-.-----,r r-----, I I • • A o· TIP ' DOUBLE CURTAIN LAP SCHEDULE SINGLE CURTAIN REINFORCING • LAP #3 -#7 56 BAR DIAMETER 18 -19 66 BAR DIAMETER 110,#11 84 BAR DIAMETER CONCRETE PAD 22 VAULT CONDITION 18 REBAR LAPS@INTERSECTIONS V I I ,. -v~ TYPE 1-BAR TO PL.ATE TYPE 2-BAR TO BAR NOTE: 1. TYPE 1: EFFECTIVE THROAT, E=0.40 S USE LOW HYDROGEN E 70XX ELECTRODES 2. TYPE 2: EFFECTIVE THROAT, E=0.60 S USE LOW HYDROGEN E aoxx ELECTRODES 3. TYPE 3: USE LOW HYDROGEN E 70XX ELECTRODES 4. TYPE 4: USE LOW HYDROGEN E 70XX ELECTRODES 5. USE A706-60 REBAR WELDING SIZES and LENGTHS • • • V j I TYPE 3-BAR END TO PL.ATE I , -l/ TYPE 4-TS TO PL.ATE SCHEDULE MIN WELD SIZES AND LENGTH BAR TYPE 1 TYPE 2 TYPE 3 LENGTH LENGTH SIZE /13 2" f9 s· #10 6" 3'/ • 16 5'/ • 16 7/ • 116 91/ • 16 17 ,-----------,/ NELSON STUD SCHEDULE / EMBED PLATE THICK NESS 1/4 INCHES / 20 faLSON STUD SCHEDULE 16 2 'Y' SEE LAP SCHED "r'" 2 "y" t = FOOTING THICKNESS y = STEP HEIGHT, 24. MAX UNO 19 . STEPPED FOOTING 15 NOTE: DIAMOND BLOCK-OUT AT COLUMNS ~ SEE EB I "' I STEEL COLUMN V PER PLAN 1. SAWCUT JOINTS TO BE MADE LESS THAN 8 HOURS AFTER POURING OF CONCRETE 2. CONTRACTOR SHALL SUBMIT LOCATIONS OF CONSTRUCTION AND CONTROL JOINTS TO ARCHITECT FOR REVIEW PRIOR TO POUR -f-0 CONSTRUCTION / CONTROL JOINTS TRENCH 0 i'.5 z z<>: ~ -~- ~ Wr/) 0coNTROL JOINT 3/._•~ X 16"@ 12" SMOOTH DOWEL BAR / EDGE EA SIDE COATED TO PREVENT w/ 11,8--RADIUS BOND~ o! i 1-'"'j <\ ·, . ' I I . . ~r: ___ .,,.J~ RE1NF w~ ;lc/.c,, .,. ,_ 1 s! OCCURS 0coNSTRUCTION JOINT JiQJL WHERE TRENCH IS ARE MORE THAN 2' -0" BELOW BOTTOM OF !DOTING STEP FOOTING DOWN PERffi ~ Q,j; 'S, I ,L:~::..:.~_..::!'~-~:::::~·:.--------,.------$- . ' .,__,. ... ' . - ' 1 I -', ,. 7' -= _, -- NO EXCAVATON FOR PIPE TRENCHES TO FOOTING BELOW THIS LINE PIPING THROUGH FOOTINGS 1 I . --- WIL SKT SKT Structural Engineering 15J75 Bo"oneo Pkwy Su,te A-201 Irvine. CA 92718 l714) 727-9070 714) 727-9073 FAX I --·~ :-,.:""-~;;. - • D = D -D ~ D = NOTE: BEND DIAMETER 6db FOR !3 -,8 Bdb FOR 9 -11 10db FOR 14 -18 135" COLUMN TIE HOOK MAY NOT BE BENT TO LESS THAN DIAMETER OF COLUMN VERTICAL REINFORCING ENCLOSED IN HOOK db = BAR DIAMETER D = BEND DIAMETER D = 4dB FOR /13 -f5 l • , .,,_ .. // SIZE AND REINF PER -{.~ ', ~ ;$ ,• PLAN AND SCHED • ..... 10 REBAR BENDS 6 ftD FOOTING 3 9 8 "[" !FIN FLR I SCHEDULE NOTE: INCREASE EMBEDMENT LENGTH BY 2" FOR ANCHOR BOLTS LOCATED IN TOP OF COLUMNS OR PILASTER HEADED ANCHOR BOLT EMBEDMENT UNO OOND WHERE OCCURS-~ FlNISHED '"'"7:: I ti: w 0 • / • 7" g• 10· 5 .< I\ #3 TA +--,-1/--tl" A I • V SIZE mo REINF PER PL.AN AND SCHED fiDESTAL FOOTING . . . • \I --I-- I/ -4-/16 VERT FOR OTHE/'3\ INFO SEEQ A-A POLE. BASE It & ANCHOR BOLTS B OTHERS 2 I u z w "' ~ , > -. ... -- -, . =._ f 1-#5 TOP & BOT a:;J =<.-----+-,.._ ---- -r--:::=-01 EDGE OF SLAB ----------·' -- ---,. -- SEE PLAN & SCHED FOR SIZE & REINF 4 APPROVt.D _)1GHT POLE FOOTING A-A NOTE: SUPPLIER OF LIGHT POLE TO SUBMIT DESIGN & DETAIL OF ANCHOR BOLTS & BASE I( TO ENGINEER OF RECORD & BLDG DEPT FOR APPROVAL PRIOR TO INSTALLATION. 1 • C-3186 GREEN ACRES RECLAIMED WATER PROJECT /,J J BIG CANYON Af-jD NEWPORT BEACH I -A ..l'f , COUNTRY ILUB PUMP STATIONS l------'f----+------------+-~•---~.;;1,'~·~tefJ~~~-;-I----------------~ U•,iTIES 0-ER-, .c.[. -~-46214 BIG CANYON & NEWPORT BEACH COUNTRY CLUBS +-t-,$ TYPICAL DETAILS REVISIONS N'P'D DESIGNED DRAWN so 02 I i--DA_TE~-BY~ _____ oE_sc_"'eno_N ____ ~-~=c----1=,.----w_o_H --t CITY OF NEWPORT BEACH · W-SlS4-S CHECKED DATE SKT _ PUBLIC WORKS DEPARTMENT SHEET I~ OF'2.o . • I ' n -< n D TI TI 0 C ,: • ' ' r-s 1/4" / / 6'-3 3/4" / / , / N ,,._ 0 ->< ... 5'-11 3/4" (s\ ~:Y r / / ~ 4x10 #2 TYPO /9\ CURB fJ 4x12 #2 ~3-Y -.I -'1.-,-------1-----lit=:--~~~==:::=:::~~====~~==~= . I N, :::-' .,., .;. • o· • ' I 00' ! I 2-#5 CHORDS TYP 14'\ ~ -I • 4,12 #2 (PB-1) 0 X ... I 4x 10 11: l ! I I @ / 6'-0 1/4" ., ' • '°' • ' i 0:,, ! I / ,, ' --"' ~ < ,o • .., .., N -O<N "' ---0.. V, u,; N ~ §.1 -= X .. .. N ' ' I . , I ROOF FRAMING PLAN TYP HANGER SCHEDULE ';.-~ 1·-0" 6'-0" MEMBE~ SIZE 1) FCR POOF ELEVATIOr-.iS SEE ARCHITECTURAL PLA'-S 2x 10. :1(12 JB 1---------------➔ --------• 4x8; 4X10. 4X12, 4X;6 BE PER SIMPSON STRQNG TIE CATALOG C-97H-1 SkEWED AND OFFSET HANGERS SHALL BE INDICATED IN CAgLCG C-37H-1 MARK ~ 0 CONNECTOR SCHEDULE DESCRIPTION c M?SON CMST I 4 , 1 o· -0" w/ 1 Qd o/ 3x4 FLAT BLOCKING ;,/ ·z-CLIPS - DETAIL I 8 I ' 18 i8 ! 8 I I I ' 2) FOP cEDGER CETAIL SEE 10;~5.C1 ROOF LOADING ROCF·NC 3 3 PSF ~ISC 1.5 PSF Sc!EAT~ING 1.5 PSF M/E :.o i=SF JOIST ~.O PSF LIVE 20.0 pc, ,, ; -' I -- . N -X ... I , /• - - . 15/32" STRUC. I (PSR 32/16) ~--1--1 10d @ 4"8.N .• 6"EN, 12"F.N. I (BLOCK ALL EDGES) I ; / 7 I/ • 0 ~I 1 / I I I ! --'k ' -. ~ --i i i I R, N \~ I I b ' <Xl -• ' ' I Ir' , bl la\ I .:., ~ I r I I I I "'-,------l-1-1 I I ( / f--, -r----i-,.... ' ·I \ ' I I I ~-·-i >-i----1;:"- ' I 71cc: , / / , / / ; r r-o· r VERIFY I . ' o, ~: I I • ... :s,; "• -_ I I I ..,· --------_-:_---.:: _I I .l.l I <..) CF-1 - /18\ / I I I ~ / ' --/ 6" CONC. HOUSE KEEPING PAD w/ 14 0 18" tW 122'1 \So.oz; I /IJ. u '-" -· ---I I I I I I I ! : ' ' I ' I I I ' b ·co I i _J ' ---" -'-c------r T , 1-1 t--~'------+-+--\~ I I I ' I ' I . I ' ~ 'o ' b ' -...-; (:_t,I\'-" -...-S .'!CT:" ~X~'iP£':'.) ·-; ~l.'>.:~l't: ·~--,;.,-~ .,rw ~ :;( :~~::.,., ~-"!·-';?~~- (C'-.,"""' --, -.. ~'<ff'! _(:"', -.:• _,~-..... .,., .... -,,: ....._;,f:>K' -~. --.. ... -.,..,. ..:.. , .. o _,..._ -..:' - ~ ... Y".J .. ~~-, ~ .,., s,.~,~..,._-. ~,., -~~ ·.:c~_..,._, ~ "'-€ , .. "5. "C .,:,>,o() ·,:;,._ I I I I I I I I ~-. I I I I I I I : ' i I 19'-9' ' 5·-3• .,,.. ___________ c:_,c__ _________ __,,,___-"--'------,/1- SEE •RCH'L. 2s'-o" =~-~--.,,__ .------------------=-"----------------,I< .. ::1 I/ I I I I -- ' I I I I I I I I I I I L --_J I / -l!:: -/ -• / :::!J . 6" •20NC SLAB ~1 §4 C 1s·oc [A NAY CF-1 FOUNDATION PLAN CONT FTG SCHEDULE MARK CF-1 12" REINFCRCING 1-#5 CONT TCP & 8.JT 1-----+ -------------------1 CF-2 1---------------+-----------1 I CF-3 I ' CF-4 A?PRO-.ED • FOUNDAT10N NOTES 1. FINISHED FLOOR DATUM EL o· -0" 2. CE',TE.'< cc ... r ,ocTINGS ON 't OF WALLS TYPICAL UNO. 3 FCR TYPICAL Sc.AB ON GRADE DETAILS SEE@ 4_ ', ·, INoIcATES sTEPFED FOOTING PER ouW ~ 5. CONTRACTOR SHALL REFER TO ARCH DWGS FOR FINISHED FLOOR SLOPES, DRAINS, CURBS & OEPRESSIC'-1S. 6. CONTRACTOR SHALL REFER TO ARCH & CIVIL DWGS FOP ALL EXTEPIOR GRADES, SIDE'NALK, PAVERS FIN1ShES AND CONSTRUCTION JOINTS. 7. ' 1 INDICATES 8" CMU WALL SOL!D GROUTED w/ #5 @ 3Z-OC VERT AND #4 ~ 32" OC HORIZ TYP UNLESS NOTED OTHERWISE PROVIDE VERTICAL CONTROL JOINTS AT ROUGHLY EQUAL SPACES THAT DO 'IOT EXCEED 24'-0" (UNO). USE CONTROL JOINT T'rPE -A· UNO SEEW ~ T970.J6 -PlOTDATt, 0.3/16/98 C-3186 GREEN ACRES RECLAIMED WATER PROJECT BIG CANYON AND NEWPORT BEACH COUNTRY CLUB PUMP STATIONS BIG CANYON COUNTRY CLUB FOUNDATION & ROOF .. 'TE I Ct.i1GNED OP.ANN _-"~~B'~l _____ o_es_c_e,P_T•_cN ______ : "'_p·c_.__~ ___ _,___ __ w_c_H_-1 CITY OF NEWPORT BEACH S1.01 W-526~-s REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET f 4 or'20 j . . 1 ' ! , ' • ' . - 2-#5 CHORDS lYP 14\ ~ TYP HANGER SCHEDULE MEMBER SIZE HANGER 2x10, 2x12 JS 4x8, 4XIO, 4Xl2, 4X16 HUSTF - - BE PER SIMPSON STRONG TIE CATALOG C-97H-1 SKEWED AND OFFSET HANGERS SHALL BE INDICATED IN CATALOG C-97H-1 CONNECTOR SCHEDULE MARK DESCRIPTION DETAIL (?\ SIMPSON CMST 14 x 10'-0' w/ ' @ 1 Od o/ 3x4 FLAT BLOCKING w/ I 0 "Z" CLIPS 0 i8 0 i8 0 8 0 8 / / / / VI ~I I vi I I/ I/ --V I'" v Ii I/ I/ E- ;I , /I ~1 I /I / ! / - 61 t -6'-3 1/2" . ~q_- / / ·/ / 7,7,7 ------ 9'.3 3/4" ·- 3•., 3/4' I r-, 3/4. 1 fJ 'O 4x 1/2 --~ /I PI ~R~! - ~ _4x10 112 -- "" -0 9 lYP 0 0 -~CURB -" X ... ..,. ·/ , / /I / / 4'-10 1/2" -ff o· - rs\ ~2}' ," 7 / / / ·/ / / / / . / f /, / / / •// . / .• / --------77 4x10 /12 ;r :,. ..._ j / \ . ..._..._____ ____ ~-.,. _ _,,,_,,,,,,,.,,, I I/ . >< / ' / I ,,,__,,,/ ·'"'-I ' ; ,/ w ---------... ~-' r • ,D /'/, -..._...___ . ' 0 -"-------. >, R1 ' ,,,.,,.,.,.,,,, . -< ......_,,, I ~ ' . ' -/ ,o X . ·-..,. / ... . ~ ~ . 0 @ '" -/ ~ . / ' ~ . / ' !;; t '· . . / --/ ----:I ~ i=l w '-..., -19_ ~ N u N ~ "" X "" -. ~ w -0 0 --'X I -0 -..,. .· X X ---.... " ... -------~ ..... I I I 4x10 #2 ' / _ _J ---/ / , / / /, / / / / / / / / /8\ ~ ROOF FRAMING PLAN ¼" = 1'-0" 1) FGR ROOF ELEVATIONS SEE ARCHITECTURAL PLANS 2) FOR LEDGER DETAIL SEE 10/55.01 ROOF LOADING ROOFING 3.3 PSF MISC 1.5 PSF SHEATHING 1.5 PSF M/E 2.0 PSF JOIST 2.0 PSF LIVE 20.0 PSF 15/32" STRUC. I (PSR 32/ 16) 10d O 4"9 N., 6"E.N., 12"F.N. (BLOCK ALL EDGES) • 0 ' "' 14\ • ... ' ~ .... • 0 '. "' $1<. T .)tructi.,ral Eng,neer,,..g 15375 Borronca Pkwy Suite A-201 IMne. CA 92718 (',"'l 727-9010 (714 727-907.3 FAX l .... . -.,, -i I I 6" CONC SLAB w / #4 0 ,a·oc EA WAY I\ ,._ _______ _,, \ CF-1 VERIFY SIi.i 6" CONC. HOUSE KEEPING PAD w/ #4 0 18" f:N -r-rr wAU: -r-rr OPENING _,,_~_...,_~_...,_ SEE ARCHL / ----:;----7 /I ; I I ~ I I I 'b -.;. 1•-H--------'1.- 1 I I I I I I I 1-lt; I I -.------L-~ ( ) I I \ '----------------+------'-----~ , ________ -7 I I I SEE ARCHL I I I , I I L_ IB'-0' SIM I I_,_ ___ __,._ I I I I I I '------+---''----' ________________ _J I ---------~---------/-~~----/ / . @ CF-I JS-4' FOUNDATION PLAN CONT FTG SCHEDULE DIMENSIONS MARK REINFORCING WIDTH THK I ' I 1-115 CONT CF-I , • -o· I 12" I TOP & BOT I CF-2 CF-3 CF-4 I >PPROVEO FOUNDATION ~OTES: 1. FINISHED FLOOR DATUM EL a· -o· 2. CENTER CONT FOOTINGS ON /l OF WALLS TYPICAL UNO. 3 FOR TYPICAL SLAB ~N GRADE DETAILS SEE@ 4 . ..,__ __ _.,_ INOl~TES STEPPEO FOOTING PER DET@ 5. CONTRACTOR SHALL REFER TO ARCH DWGS FOR FINISHED FLOOR SLOPES, DRAINS, CURBS & DEPRESSIONS. 6. CONTRACTOR SHALL REFER TO ARCH & CIVIL DWGS FOR ALL EXTERIOR GRADES. SIDEWALK, PAVERS FINISHES ANO CONSTRUCTION JOINTS. 7. f · I INDICATES a· Ct.tu WALL SOLID GROUTED w/ /15 0 32" OC VERT AND #4 C 32" OC HORIZ TYP UNLESS NOTED OTHERWISE PROVIDE VERTICAL CONTROL JOINTS AT ROUGHLY EQUAL SPACES THAT DO NOT EXCEED 24' -o• (UNO). USE CONTROL JOINT TYPE "A" UNO SEE W ~ T97036 -"1.0TO.<TE: 03/16/96 C-3186 1---"'-TE-'-. _s_v---'------□ESC_R1_Pm_• ____ ___L_,.,_P_·o-+--cDE=s:=cN=ED---+=□~RA~wN_W_C_H---1 CITY OF NEWPORT BEACH S1.02 W-5264-S CHECt<.EO DATE REVISIONS Sl<T PUBLIC WORKS DEPARTMENT SHEIT f 5' o•20 • • • • • • • • • J)1ETE.QICH POST c(EQRC£R ~O. 145720 • • 22 21 20 19 • • • • • 18 17 16 15 14 13 .. ' L I, 4'-0" MAX '1 1 4x10 12 lYP 2x FRAMING :,i/ 3/4" A BOLTS \ Ii WALL ANCHOR l I I J. I I L 1'-o· l 1'-o· L .... It ... L 1'-o· l ,·-o· L ... ... ... LEDGER CONST ELEV I r-;~gp~H~E 1~~-: ~gF SCREWS O 24"0C • ------------~ • N -~J-. ----~ -~ ... , -:::,; ~--I N -..., -...-.. ,x ....: ~ ROOF BEAM PER PLAN ROOF CURB DETAIL SN-~ -A BOLT UNIT ~ 2x JOIST PER PLAN -\ USE 4 x JOIST 1 \ 0 EA WALL ANCHOR \ 1 ' I J • / CHORD I/ --,4 ( ' I ' I I --1-! BARS ? I/ I ' • HD5 EACH SIDE SPACING PER PLAN H05A'S ARE NOT ACCEPTABLE \ -----C.M.U. WAUL ' -- 12 WALL ANCHOR TO JOIST 11 MKJflb SKT SKT Structur<J! Eng1neen"g 1~375 Borron<:a P\twy Suite A-201 Irvine. CA 92718 (714) 727-9070 (714) 727-9073 FAX 10 9 8 1 BAR <O TOP OF PARAPET ~CONTROL JOINT TYPE "B" 7 . [_CHORD BARS r STAGGER CHORD BAR / SPLICES w LAP TYP m THE DISTANCE "m" SHOULD BE NOT LESS THAN 48 BAR 111, 24" OR THE DISTANCE R_OOF U~E-. BTWN VERTICAL BARS, WHICHEVER IS GREATER. IN ORDER TO CONSIDER CONTINUllY OF BARS JAMB BARS IN THE WALL THE DISTANCE •e• SHOULD BE AT LEAST TWICE THE DISTANCE "k •. WHERE THE LINTEL IS WITHIN 24" OF THE ROOF LINE THE SAME BARS MAY SERVE FOR THE BONO BEAM AND LINTEL "L" MIN IS 48 BAR DIAMETERS. WHERE OWL IS AT EDGE OF OPENING/END OF WALL OR AT CONTROL JOINT "L" IS 72 BAR DIAMETERS. "' \_uNTEll.,L/~-f'i;~x.,,:::!!!l'=;;r-------r--ir-;-1 "' BAR I Ho--+<:AR.S AT EA ~ e I /1, -0" LG SMOOTH OWLS ACROSS THE JT PREVENT BOND BTWN BAR AND GROUT W/ GREASE OR PLASTIC LEEVE. CM' ALL OWLS TO ALLOW 1" OF MOVEMENT. I JAMB--1 t,::.=:$~=~~-------1 .,,.!,, r--i.. I ........... ~ ,... / ,.,,,.......,._ ' < I / ,. I I I A'1 JI • /] U • ~~ I • H /l • l > I I I I IBARS AT TOP I r'........,,.. -'7""C' I -' ~ I I I OF FDN I : FLOOR JNE-""-SEE TYPE ·s• _/ / \__ 1 • ------.::,r FOR CAULKING 1 ~ 1 I I -1 I I, II TERMINATE ALL NON-_/ AODL 0/) &'<RS ..-i:~___;-----==.:.a..___;:i... ___ .:i. ________ i.:,.. __ ~.:1-, • I EA SIDE I I FOOTING I I I I I I STRUCT REINF 2 FROM OF CONTROL JT L------------------------.\--___________________ J i~:J1~~~EJ~~g~D N~~S) I \__OWLS TO MATCH , ,-. ----<~ CONTROL JOINT MAIN VERT REINF ' -~, TYPE "A" ~ STD 90' BENO IF STRAIGHT EMBEDMENT NOT POSSIBLE ~---1:f V' -----~ TYP WALL_ REBAR -----;-· CONTROL JOINT • : __,/" ) (WHERE OCCURS) ~ <'w/ ALTERNATING I I KEY fl3LJ HAIRPIN TIES---. L. 1--•--tt-------1 EA VERT BAR ''l+-t-+t I ,,--~ I , / 2-1/4 BARS TYP \ : 1 1 I . 1----u..---,..__....._ {OR AS NOTED) "', i ./ ~ :;-'--fl.!!!'!~!,+. --->l. I STANDARD LINTEL ,JI n • • BLOCK I ~OPENING I , ' ;-·---ic ~2-/15 JAMB BARS TYP UNO ' I : _._-+-~11/ '--...LL~- MIN ELEVATION THIS BAR SHALL BE CONTINUOUS -~ BETWEEN LATERAL SUPPORTS OR BETWEEN FLOORS. FOR BAR PLACEMENT SEE TYP CONCRETE BLOCK DETAILS SECTION TYPICAL MASONRY WALL DETAIL SN-~ • 2 ROWS OF 10d O 7" 4 ROWS OF 1Dd @ 3f/2" ----- 30LT NUT\ V CHORD BARS H-,Hi' \ I ' " ' •. ' o1o ✓~r fl! 6x6 BLK'G - •/ (2) HD5 (HDSA's ARE .tlQI ACCEPT ABLE) I • r t •>-----C.M.U. WALL WALL ANCHOR PARALLEL TO ROOF JOISTS 4 ,,,.._-.,, I l , I ' " ' '' ' . ' ' ! I' I• ' '~ ' ,,, . , 24' -o• MAX OC FOR ALL WALLS .r V a)L /~ EXCEPT WHERE NOTED OTHERWISE ON ARCH DETLS OR ELEVATIONS ' 24 GA GALV FORMED DIVISION STRIP --, 1 ADDL (V) BARS EA SIDE WITH 2x4 KEYS , I OF CONTROL JT ~ co~ sl..K ,/"\. " /CONTINUE HORIZ REIN,.,, WAL" ~~➔:L~-,.;;,"s,-xrir-+,,--:;,.,,,......, • POL YSULF!DE CAULKING w/ I URETHANE FOAM BACKING 1 ~~(oHR Ft~;2L M;_~~~l~gRTAR Ii BEING USED FOR ADJACENT WALL: 1 I STACKED CONTROL JOINT FRO!.! TOP OF FOOTING TO TOP OF WALL (TYP)--~~TYPE . 3 a.. w w V> I • .., . 8" CMU A/C, I .. \_ALL HORIZ WALL REBAR & ADDED REBAR SHOWN ON SECTION OR STRUCT WALL ELEVATIONS SHALL BE CONTINUOUS THRU CONTROL JOINT. NOTE: FOR CONTROL JOINTS IN HEAD SECTION OVER OPNGS INSTALL DIVISION STRIPS IN 8" SECTIONS WITH ALTERNATING "B" KEY EACH SIDE OF JOINT l WALL & VERT. I REINF. I __ r VERT. REINF. -r-. (\.. / • • . ' SEE PLAN 2 TYPICAL WALL FOOTING 1 T97036 -PI.OTDArt: 00/16/93 C-3186 I f I ~ J ,/ - GREEN ACRES RECLAIMED WATER PROJECT BIG CANYON AND NEWPORT BEACH COUNTRY a.us PUMP STATIONS 1-----+----+--------------t----llfllyntsv R R'".C.E. NO. '1-6214 BIG CANYON COUNTRY CLUB CONSTRUCTION DETAILS DATE 4 •\ -,, ;;,p·o DESIGNED DRAWN S5 01 I ,__°"_rt~_111_~----DESC-R_,PT1_o_•~---~-----==~--tc-=~-W_Q_H---I CITY OF NEWPORT BEACH ' W-5264-s CHECKED DATE SKT _ PUBLIC WORKS DEPARTMENT SHEET f 0 Of"'2_0 REVISIONS I. GENERAL PROVISIONS A. THE REQUIREMENTS OF THE SPECIFICATIONS THE FOREGOING ARCHITEGWRAL GENERAL NOTES AND MECHANICAL NOTES SHALL APPLY TO ALL NORK HEREUNDER. B. ALL HORK SHALL BE IN ACCORDANCE HITH APPLICABLE LOCAL, STATE AND FEDERAL CODES, LA.HS AND REGULATIONS. C. CONTRACTOR IS DIRECTED TO OBTAIN AND REVIEH BUILDING CONSTRUCTION STANDARDS. WORK SHALL BE IN ACCORDANCE WITH BUILDING STANDARDS HHETHER OR flOT SUCH ARE REPEATED HEREIN OR ON PLANS. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS BETHEEN BUILDING STANDARDS AND THESE DRAHINGS. D. CONTRACTOR SHALL VISIT SITE AND BE FULLY COGNIZANT OF ALL CONDITIONS PRIOR TO PROPOSAL. NOTIFY ARCHITECT OF DISCREPANCIES BETv-lEEN DOCUMENTS AND EXISTING CONDITIONS. E. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE LISTED BY UNDERWRITERS LABORATORIES. FIRE ALARM SYSTEM EQUIPMENT SHALL Al-SO BE APPROVED B)' STATE FIRE MARSHALL. 2. SCOPE A. FURNISH AND INSTALL COHPLETE ALL MATERIAL~ EQUIPMENT AND LABOR AS SHOHN AND AS NECESSARY FOR GOHPLETE WORKABLE ::>YSTEM. B. OBTAIN AND PAY FOR ALL REQUIRED FEES, PERMITS AND INSPECTIONS. G. GUARANTEE ALL WORK AND HATERIALS FOR ONE YEAR FROM DATE OF FILIN6 NOTICE OF COMPLETION. D. DISCONNECT AND REMOVE ALL DEVICES, CONDUIT AND HIRE NOT BEIN6 REUSED WITHIN REMODEL AREAS, DETERMINE FROM OHNER EQIJIPMENT TO BE SALVA6ED. REMOVE ALL OTHER FROH SITE. SEAL ALL UNUSED FLOOR PENETRATIONS WITH APPROVED FIRE RATED ABANDONMENT PLU6. REGIRCUIT AS REQIJIRED TO LEAVE AREAS ADJACENT TO REMODEL IN SERVICE. 3. SUBMITTALS A. PROVIDE GATA.Loe GUTS OR SHOP DRAHIN6S FOR REVIEW AND APPROVAL PRIOR TO PROCUREMENT FOR THE FOLLOHING EQUIPMENT AND ITEMS, I. LIGHTIN6 FIXT1.JRES AND CONTROL DEVICES 2. DISTRIBUTION EQUIPMENT, PANELBOARDS, TRANSFORMERS, BUS DUCT TAPS, ETC. 3. SHITGHES, OUTLETS AND rlALL PLATES 4. RECORD DRAHINGS A. SUBMIT AT THE PROJECT COMPLETION AND PRIOR TO FINAL PAYMENT ONE SET OF RECORD PRINTS NOTIN6 ACT1.JAL ROUTINGS OF CONDUITS, EQUIPMENT LOC,ATIONS, ETC., AS HELL AS ANY REVISIONS MADE TO DESIGN DRAHINGS. SUBMIT HITH RECORD PRINTS THO COPIES Of AVAILABLE EQUIPMENT MANUALS, SERVICE REC.OMMENDATIONS, GUARANTEES, ETC,. B. CIRCUIT NUMBERS FOR ALL FIXT1.JRES AND DEVICES /NEH AND EXISTIN6J HITHIN THE AREA OF WORK SHALL BE VERIFIED AND INDICATED ON RECORD DRAHINGS. 5. COORDINATION A. COORDINATE ALL HORK HITH ARCHITECTURAL, MECHANICAL AND STRUCTURAL DRAHIN6S. INSTALL ALL HORK TO CLEAR NEH AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, DUCT, ETC. SHALL BE IN CONTACT HITH ANY ELECTRICAL EQUIPMENT. 8. ALL REROUTED PONER NIRIN6 SHALL BE RUN IN A MANNER TO KEEP DOHNTIME AND INTERFERENCE TO A MINIMUM. SHUT DOHNS SHALL BE A6REED TO BY THE BUILDIN6 EN61NEER PRIOR TO BE.SINNING HORK. G. REFER TO ARCHITECTURAL DRAHINGS FOR EXACT LOCATION Of ALL FIXTURES, DEVICES, OUTLETS, ETC. NOTES: '<'---....._ --@ Fiberglas$ Riser Send -cg RisorBend M.uking @ The riser bend is available in three-, four-, and five~inch s!zes. The main body :,fine bend is manufactured from fiberglass material and is medium gray in color. @ The top and bottom of riser bend is fumished with PVC couplings permanently epoxy bonded to the fiberglass bend. A Schedule 80 PVC six-inch long stub-out is solvent welded into the top PVC coupling. @ The top Schedule 80 PVC stub.out of bend is stenciled "TOP," and bottom of tend is stenciled "UNDERGROUND." Manufacturers name, size, and date (mcnth and year) shall be stenciled on the center of the riser bend. @ The top of Schedule 80 PVC stub-out shall be placed three inches above rinal irade. No portion of.the fiberglass material of the bend shall be exposed above the finish grade. E. The approved ·manufacturer and suppliers are: a. Manufacturers -FHE Conduit, Smith Products Company ciijQ ·9tia.t}lpion~Ii~)E!fQlas·~, l!l~~'.~ COt--.l D UIT TWROUGl-l FCC>TI t-JG ~ 6Lb.. b ~ I ! ELECTRICAL GENERAL REQUIREMENTS 6. RELATED HORK A. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL GUTTIN6 AND PATGHIN6 NECESSARY FOR INSTALLATION OF HIS HORK. El. OBTAIN HRITTEN PERMISSION OF ARCHITECT AND eENERAL CONTRACTOR BEFORE PROCEEDIN6 HITH ANY GUTTING OR PATCHIN6 OF STRUCTURAL SYSTEMS, INCLUDIN6 FLOOR SLABS. -_____ -_ .--·---_ _ _ -✓-"'l.. --------------------.,,.--....,--------"'-~' y •• .._ ...._...~ -..,,_, .• - -----•• --~-------.r-----.. ( ,,--& 6. Pldlff P>'<IIEL00,1,RD hi ID l'ERl11~1,1,L EIISLSSURES I IITI I TI ,S 6SAT5-SEMI GLSSS \ I EllAI IEL Ill 00LOR I fA'fCHll<!e ADJACEM'f FlALL. REFllllSI I i lARRED OR DAI IAeED ) f'AGTORY FINISIIED E&UIPI !Elff. OE.Li=1E ,.~ ~--,. -~TALLWNTRACTOR ANDO~NER FURNISHED EQUIPMEN; ~NI:) PRO~IDE AND INSTALL REQUIRED DISGONNEGTIN6 MEANS. E. RESTORE ALL DAMAGE RESULTING FROM YOUR HORK AND LEAVE PREMISES IN CLEAN CONDITION HHEN FINISHED v-llTH HORK. 1. DISTRIBUTION AND GROUNDIN6 A. PANELBOARDS SHALL BE AIR CIRCUIT BREAKER, BOLTED TYi:'$ MATGHINe BUILDINe STANDARDS, HHERE BUILDIN6 STANDARDS DO NOT DESIGNA1c MANUFACTURER PROVIDE SGIUARE D NQOD OR eE OR ITE EQUIVALENT. PANELBOARD SHALL BE FLUSH MOUNTED EXCEPT IN DEDICATED ELECTRICAL ROOMS. ALL. 15/1 AND 20/1 CIRCUIT BREAKERS SHALL BE "SrlD" RATED AND MARKED. B. PROVIDE 6ROUNDIN6 SYSTEM GOMPL YINe v-llTH THE CODES AND ORDINANCES SPECIFIED. 6ROUNDIN6 SYSTEM SHALL PROVIDE CONTINUITY THROUGH ENTIRE ELECTRICAL SYSTEM. B. CONDUIT AND RAGEl-'IAYS A. PROVIDE COMPLETE CONDUIT OR RACEl-'IAY SYSTEM FOR ALL CIRCUITS AI--ID HIRING, OVER 100 VOLTS AND AS DES16NATED FOR LOH YOLTA6E AND SIGNAL SYSTEMS CIRCUITS AND HIRING. I. ALL EXPOSED OR DAMP LOCATIONS SHALL BE 6ALVANIZED THIGKv-lALL THREADED Rl61D METAL CONDUIT. 2. INTERIOR DRY LOCATIONS ABOVE 6ROUND SHALL BE GALVANIZED E.M.T. OR FLEXIBLE CONDUIT COUPLED rl/ STEEL SET SREv-1 TYPE GONNEC.TORS. a. PANELBOARD FEEDER C.ONDUIT SHALL BE E.M.T. b. MULTIPLE GIRC,UIT HOMERUNS SHALL BE E.M.T. 3. CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE FLEXIBLE GONDUIT, MAXIMUM LENGTH 24", HITH PLASTIC BUSHED CONNECTIONS. 4. CONNECTIONS TO LIGHTING FIXT1.JRES INT-BAR SUSPENDED CEILINGS SHALL BE FLEXIBLE CONDUIT WITH SET SCREN TYPE CONNECTORS. B. RUN ALL HIRES IN CONDUIT CONGEALED HHEREVER POSSIBLE IN CEILINQ_ l-'IALL OR FLOOR SPACES. RUN CLOSE TO STRUCTURE, PARALLEL TO BUILDlr-!G LINES. Exr'OSED RAGEHAY IN STAIRHELL, EQUIPMENT ROOMS, ETC. SHALL TIGHTLY CONFORM TO BUILDING OUTLINES SO AS TO BE AS INCONSPICUOUS AS POSSIBLE. C. PROVIDE FISH-GORD IN ALL EMPTY CONDUIT,___;----.._____ _ _.,..-----, ,,.----,, r~, ~-F'ROVIDEINSUL,;_-:;:;;:;-BUSHIN<SSON ALL ltcRHINAT_IONS OF __ CONDUIT I 1,,,. ,,,1119 _) \L LARGER 61.@.N. 06LS.\E '-\ ,-..__ --'°E:S1~ND DOUBLE RUNs·s;-1/2"-0R 3/4';-;;_0NDUIT AN; SIN6LE RONS OF I" CONDUIT MAY BE ATTACHED TO 12 GAUGE OR HEAVIER CEILING SUSPENSION HIRES (HHERE PERMITTED BY LOCAL GODE AUTHORITIES). MULTIPLE GONDUIT RUNS AND SINGLE RUNS LAR6ER THAN I" SHALL BE SUPPORTED DIREGTL Y TO STRUCTURE OR SUSPENDED ON THREADED RODS TO CLEVIS MOUNTS OR UNISTRIJGT TRAPEZES. THREADED ROD SUSPENSIONS FURTHER THAN 12" FROM STRUCTURE SHALL BE INSTALLED HITH STATE APPROVED SEISMIC SUPPORT AND BRACIN6 SYSTEMS SUCH AS SUPER-STRUT KIN-LINE OR EQUIVALENT. ELEG TRI GAL ABBREV I A Tl ONS AC AL TERNA TING CURRENT I.C INTERCOM PHONE A/G AIR CONDITIONER I.G ISOLATED 6ROl.!ND A.FF ABOVE FINISHED FLOOR J-BOX JUNCTION BOX AH AiR HANDLER KVA KILOVOLT-AMPS A.I.C. A.MPS INTERRUPTING CURRENT LTG LIGHTING AMP,A AMPERE L.V. LOH VOLTAGE ATS AUTOMATIC TRANSFER SHITGH MAX MAXIMUM BLD6. BUILDING MCG MOTOR CONTROL GENTER G. CONDUIT MFR. MANUFAGTIJRER GAB. CABINET M.H. MOUNTING HE16HT G.B. CIRCUIT BREAKER MTD. HOUNTED CCTV CLOSED CIRCUIT TELEVISION N.F. NON-Fl.!SED GKf. CIRCUIT N.I.G. NOT IN GONTRAGT CLG. CEILING N.T. Nl6HT TIME CD. CONDUIT ONLY O.A.N. OR AS NOTED COL. COLUMN o.c. ON GENTER CONT. CONTINUED O.L. OVERLOAD DF DRINKING FOUNTAIN P.A. PUBLIC ADDRESS DIA. DIAMETER P.E. PHOTOELEC TRIG DISC. DISCONNECT PNL PANEL DISTR. DISTRIBUTION Pv-!R. POHER D.T. DAY TIME RE REMOVE EXISTIN6 DNG. DRAHING RGS Rl61D GALVANIZED STEEL (E) EXISTING TO REMAIN RM ROOM E.f. EXHAUST FAN RT. RAIN TIGHT ELEG. ELECTRICAL SH. SHITGH E.P. EXPLOSION PROOF SH'BD. SHITGHBOARD ER EXISTIN6 RELOGA TED T.G. TIME CLOCK EHC.. ELECTRIC HATER COOLER TEL. TELEPHONE EXIST. EXISTING T.O.S. TOP Of STRUCTURE EXO. EXTERNALLY OPERATED TYP. TYPICAL EXT.LOG. EXTERIOR LOCATION U.O.N. UNLESS OTHERHISE NOTED F. FIXTIJRE V VOLT F.A. FIRE ALARM V.L. VERIFY LOCATION FL. FLOOR V.P. VAPOR PROOF GFI 6ROUND FAULT INTERRUPTER H HIRE 6. 6ROUND HI HITH HID Hl<SH INTENSITY DISCHAR6E rl/0 HiTHOUT HPS Hl6H PRESSURE SODIUM H.P HEA THERPROOF H.P. HORSE POHER H.V. Hl6H VOLTAGE HZ HERTZ F. ALL JUNCTION BOXES SHALL BE LABELED IDENTIFYING PANEL NUMBER AND CIRCUITS HHIGH ROUTE THROl!6H THE BOX. 6. ALL EMER6ENGY POHER JUNCTION BOXES SHALL BE PAINTED RED AND LABELED TO r:-c-----JD~~NEL NUMBER AND ~IRCUrrS_v-lHl,;;H ROUTE THROUGH THE BOX. . -, £\-Cf v-1.IRE ~ ~ "---\.,...---l · \ ,---LL~ • STQ~NDED l_ _.,--4,.., -#' • A. HIRE SHALL BE/"iYPE THHN/THHN, bOO VOLT COPPER, BEARING UL LABEL. DELLi:ic CONDUCTORS 1t-8 t9R L,1,ROER SI l~1LL DE SafR11,HPED, 66+.IDiJ6~[8QS JIii§ /dtD SI bA(LLER SI 1,',LL BE SOLID. BRANCH CIRCUIT HIRE SHALL BE #12 MIN. FOR 120V BRANCH CIRCUIT 0\/ER IOOFT SHALL BE •10 MIN. UNLESS OTHERl-'IISE NOTED. i--flRE COLOR C.ODING SHALL MATCH EXISTIN6, AND SHALL BE NOTED ON AS-BUil T PLANS. BOTH ENDS OF ALL HIRE RUNS SHALL BE LABELED H/ NUMBERED PRESSURE LABELS. SPLICE ONLY IN ACCESSIBLE JUNCTION OR OUTLET BOXES. SCREH-ON GONNEG TORS SHALL BE NEATLY INSTALLED; &ROUPED, LACED OR CLIPPED, AND FANNED OUT TO/FROM TERMINAL:.-,1,..___ ------~---~ /··""'--•.-.-.~ -.._,,....___~-... ___ ____,-,,___,_", ____ ....---~~ B. PR~ UPDAT':'D TYPEHRITTEN PANEL.BOARD C>IRECTORY: "'------~ _,✓/ 10. DEVICES A. TYPES OF ALL SHITCHES, RECEPTACLES AND HALL PLATES SHALL BE AS APPROVED BY ARCHITECT. VERIFY MATERIALS AND COLOR AND LOCATION HITH ARCHITECT. B. DEVICE HE16HT (TO CENTER OF DEVIC:.EJ INSTALL AS FOLLOHS UNLESS NOTED OTHERHISE ON ARCHITEC:.TURAL PLANS, RECEPTACLES AND TELEPHONE JACKS -18" IN OPEN HALL AREAS, 6" ABOVE SPLASH AT BUILT IN GOUr-lTER OR LAVATORY LOCATIONS. SHITGHES -48". GLOCK -84". HALL TELEPHONE -54". UNLESS OTHERl-'IISE NOTED IN ARCHITECTURAL DRAHINGS. C. DEVICE INSTALLATION, DEVICES MOUNTED Ir-! A COMMON J,,IALL SHALL BE OFFSET HORIZONTALLY A MINIMUM OF B" IN RE6ULAR HALLS AND 24" IN ONE-HOUR RATED OCCUPANCY SEPARATION HALLS. NO BOXES SHALL BE INSTALLED BACK TO BACK. ALL UNUSED HOLES IN BOXES SHALL BE SLU66ED OR SEALED. I!. L16HTING A. PROVIDE Ll6HTING FIXTURES OF SIZES TYPES AND RATINe INDICATED· COMPLETE HITH, BUT NOT LIMITED TO HOUSINGS, LAt;11;'?.,_ LAMP HOLDERSf BALLASTS, STARTEf<?, HIRIN6 AND MOUNTING HARDl-'IARE. FIX1LJK1C TYPE DESIGNA ION FOR AN INDIVIDUt\l.. FIXTURE SHALL BE TYPICAL FOR SIMILARLY INDICATED FIXTURES HITHIN THE ENTIRE ROOM OR DEFINED AREA. IN THE EVENT A FIXTURE IS UN-DESIGNATED ON PLANS, IT SHALL BE Of THE SAME TYPE AS FIXTURES OF SIMILAR FUNCTION HITHIN ROOMS OR AREAS. 8. ALL LIGHTING FIXT1.JRES SHALL BE PROVIDED HITH ALL REQUIRED OUTLET BOXES IN ACCORDANCE HITH GODE. FOR EXACT LOCATION OF ALL FIXWRES, REFER TO ARCHITECTURAL DRAHIN6S. E-1 E-2 E-3 E-4 DRAHIN6 LEGEND ELECTRICAL LEAD SHEET BIG CANYON COUNTRY CLUB ELECTRICAL PLANS NEHPORT BEACH COUNTRY CLUB ELECTRICAL PLANS ELECTRICAL SITE PLANS FIRE ALARM @ FIRE ALARM DUCT SMOKE DETECTOR Bf.H FIRE ALARM MAGNETIC DOOR HOLDER [EH FIRE ALARM MANUAL PULL STATION ®-l FIRE AlARM CHIME HITH ADA STROBE STROBE VISUAL +80" MAX. [!] LIFE SAFETY SPEAKER 12H FIRE ALARM ADA STROBE, +Bo" MAX. ® SMOKE DETECTOR CEILING MOUNTED I ~e FIRE ALARM CONTROL PANEL. iSENERAL ♦ DENOTES OUTLET ABOVE SPLASH C) FEEDER TA6 <I> SHEET NOTE T A6 e MECHANICAL EGUIPMENT DESl6NATION 11291 ROOM NUMBER T A6 0 SCHEDULE NOTE TAG IN 6ENERAL -DASHED SYMBOLS DENOTE EXISTIN6 TO REMAIN SYMBOLS INDICATED ABOVE MAY NOT NECESSARILY APPEAR AS PART OF THESE DRAWINGS IF NOT REQUIRED. REFER TO PLANS FOR ADDITIONAL SYMBOLS. ELECTRICAL SYMBOLS HIRING ---------CONDUIT, CONCEALED; WALL OR CEILIN6 ----------GOt!DUIT, CONCEALED; BELCH FLOOR OR UNDER6ROUND E ----EMER6ENGY POrlER SYSTEM WIRIN6 R ----EXISTING RELOCATE -T -TELEPHONE SYSTEM CONDUIT -D-DATA SYSTEM CONDUIT C = :::J □ ~ 0 Ol Ll6HTIN6 Ll6HTIN6 FIXTURE ON EMER6ENGY CIRCUIT FLUORESCENT FIXTIJRE, RECESSED FLUORESCENT FIXTIJRE, SURFACE FLUORESCENT FIXTURE, OPEN STRIP OR BRACKET SURFACE/PENDANT FIXTURE RECESSED WALL HASHER RECESSED MOUNTED DOHNLl6HT HALL MOUNTED/BRACKET FIXTURE T8Tl0-I EXIT Ll6HT; GEILIN6 OR l-'IALL MOUNTED APPROVED ♦ f3 t; fa t 18H §-I fil-1 0 ® ARROH INDICATES DIRECTION AS SHOWN ON Pl.AN l.16HT SHITCH, S.P.S.T. LIGHT SHITGH, 3-HAY Ll6HT SHITGH, 4-HAY Ll6HTSWITCH, v-1/ PILOT LIGHT SUBSCRIPT LETTER ADJACENT TO SYMBOL INDICATES CONTROL LIGHT SHITGH, DIMMIN6 BUILDIN6 STANDARD MOTION DETECTOR Ll6HTOLIER 3 v-llRE 211V#IS3-I KVA-211VH TIME Sv-11 TGH Ll6HTIN6 BYPASS SHITGH PONER PANELBOARD TRANSFORMER MOTOR - I HP OR ABOVE MOTOR -FRAG TIONAL HP DISCONNECT SHITGH, FUSED UNLESS OTHERHISE NOTED COMBINATION STARTER DISCONNECT DUPLEX OUTLET, 20A, 125V, 6ROUNDED 1/2 SHITGHED DUPLEX RECEPTACLE, 20A, 125V, GROUNDED DUPLEX REGEPT AC.LE H/ GROUND FAULT GURREHT INTERRIJFTER +IB" MINIMUM DUPLEX RECEPTACLE, DEDICATED CIRCUIT DUPLEX RECEPTACLE, ISOLATED GROUND NUMBER ADJACENT TO SYMBOL INDICATES CIRCUIT ON PANELBOARD 2 DUPLEX RECEPTACLES MOUNTED l.!NDER COMMON PLATE MANUAL FRACTIONAL H.P. MOTOR DISCONNECT SHITCH rl/THERMAL OVERLOAD. FLUSH FLOOR POY'lER OUTLET H/ ONE DUPLEX RECEPTACLE- BUILDING STANDARD FLUSH FLOOR POv-lER OUTLET rl/ Tl-'10 DUPLEX REGE'PTAGLE- BlJILDI NG STANDARD DUPLEX OUTLET, 20A, 120V, ABOVE CEILIN6 4)-t SPECIAL OUTLET, AS NOTED Q) Q), JUNCTION BOX, /4SQ) CEILIN6 OR HALL MOUNTED Q), CIRCUIT SPLIT-OUT JUNCTION BOX 12" X 12" X 4" HOUNTED ABOVE GEILIN6 IN ACCESSIBLE AREA POSITIVELY SUPPORT TO STRUCTURE. OP SINGLE SERVICE PEDESTAL FOR POHER OT Sl6NAL BELL BELL PUSHBUTTON STATION GARD ACCESS GOHTROL STATION ELEG TRIGAL LOCK ELECTRICAL STRIKE SHUNT STRIP STATION TELEPHONE OUTLET-4"SQ XI 1/2"D BOX v-llTH I GAN6 RING, GOVER PLATE AND I" CONDUIT WITH PULL STRING-STUBBED UP INTO CEILING SPACE. HALL MOUNTED COMBINATION TELEPHONE/DATA OUTLET-4"SQ X 2 l/2"D BOX rl/ I 6AN6 RI N6, COVER PLATE AND I" CONDUIT HITH PULL STRIN6 STIJBBED UP INTO GEILIN6 SPACE. HALL MOUNTED SIN6LE SERVICE PEDESTAL FOR DATA.NOICE C-3186 ..... GLUMAC C,0N~UL Tlt,G ENGINE.ERS INTERNATIONAL 60 CORPORATE PARk %1TE 10:l / IRv1NE CA 9271'1 TEL 7]4-8J3-819CJ FA>: 714-833-:)252 t---+--+-------------+---+1 ;;::lS!, :~'.c oo.~m n J\ -11-DATE ±-I -'TB GREEN ACRES RECLAIMED WATER PROJECT BIG CANYON AND NEWPORT BEACH COUNTRY CLUB PUMP STATIONS BIG CANYON COUNTRY CLUB/ NEWPORT BEACH COUNTRY CLUB ELECTRICAL LEAD SHEET P<)RTI.A~JD SAC-RM.4:..tllO SEATTLE S,11,N FRANCISCO M.A.DRID 5,1/188 p Ji'-ffiLDOENOUN'-. -n 1 f,lECHAN C6L E[[('TRICi<L ACWSnCIIL HERCY TELEtH,n.1ursICAT orss DATE BY DESCRIPTION APP'D. ,1"8 NO 4724·t_2JH4 CONTACT A.P. DESIGNED AP ., .... UMIC HM CITY OF NEWPORT BEACH E1 I W-5264-S ------------------------------------------------------------------------------------------'----------2-17-98 ___________ c.._ _______ .,___ __________________ __,_ ____ __,___,,'-'C--=:::"---'----------------'---------REVISIONS PUBLIC WORKS DEPARTMENT SHEET 170F2O ~ ~ rn TI • ' z C < ~ TI 0 " , > TI " m 0 TI 0 m TI " J C < • m I 0 \" I ~ \; z I 0 r □ n 0 ~ 0 CD ~ 0 z ~ z .m n ,. r ~ □ CD z ~ .,, \; z I 0 r D n 0 CD .,, D CD ~ 0 z ~ < z ·'" n ,. r ~ ~ z ~ 0 "' Hl6H ZONE PUMP a;.------PROVIIJE GONOl)IT TO POINT OF C,ONNEGTIOI, <6) DIF'.EC,TE[J BY SGE ✓ 1'--:;::;::;:_j"l SCE _0;rn_j TRAN~,f,:;>F(tv_f~:,,_~,,-_ _ __,..,,,~~, 1 ...-----,--4~(. -) (4) 600 MGM+ 1/06, f:--.1 )\_ (f"/C GC\-1.E.OUL.E. 40 ~ ' "' --0 -~----··"--,,--- LOH ZONE: PZA(!) LT6 --7 400L CONTROLLER PIJMP CONn=<.OLLER ::i INGLE LI l'-lE DI Ac:',RA1'1 ~ r • ffi GENERAL NOTES A. FLEX CONDUIT: SUBMIT METHOD OF CONN'ECTION TO MECHANICAL EQUIPMENT FOR REVIEW AND APPROVAL OF CITY PRIOR TO INSTALLATION. B. SUBMIT GROUNDING DETAILS FOR ALL MECHANICAUELECTRICAL MACHINERY FOR REVIEW AND APPROVAL OF CITY PRIOR TO INSTALLATION. NOTE: WATERPROOFING COMPOUND TO BE #2114 SCOTCHCAST RE-ENTERABLE ELECTRICAL INSULATING AS SEALING COMPOUND AS MANUFACTURED BY 3M ELECTRICAL PRODUCTS DIVISION. SHEET NClTES: <'.!)PZA' SOD Ml~II POHEI'<. ZONE MPZ5S401=, 5,::.VA. 4bOV IPH PRIHARY, 1:>0/:0'40V IPH 31" SEGONDAR'( 201\ 2P PRIMA.RY BRE'AKl:R, :30/>, 2P SECONDARY MAIM BRE:An::R ,"-.ND 6--20A IP 13RP,NGH CKT BREAKE:R. ~IE HOME'RIJN A~~___:BOVE P~IE-=~~ v•'/ _ /:--_ <'.2) Hf,LL MTD L T6 Fl)(TlJRE HOLOPHANE HP2AO,OMH ZJP --.," L.'__2, 211V H/ PHOTO GELL CONTROL. COLOR TO BE ciELE:G TED \, -BY ARCHITECT. LOCt,T\ON ::lf ?\.IOiOC\"LL -;-o be. PU'. FIELD REYI EW, / 0 4 F;~;;DU':, TRl~:~;~RE-. ------~----~ ----_,,-. ___ ------------- LITHONIA c•M3:12-211V POLYESTER HOUSING. 0(2) l"G TO P.Q.C,_ DIRECTED 8'( F'ACIFIG BEI.L. (SEPARATE COHDUIT FOR PHONE I TELEJviETRYJ ~G0--0Rl71NATE ALL. HORI< v-1/ lJTIL'TY GO. PROVl[)E ALL NEGES,,AR( CONDUIT, HIRING AND TRANSFORHER F'AD PULL BOXES. <'.z>4' X 4' TELEPHONE BACKBOARD. LIGHTl~~C F'I_AI\I ------------------ POW[~ PL.AN -/4" ,, 1 /4" --1'-(I" MPA-4 5 6 PZA~0k~ -& ) '--1/ I --------~~ ?--. I >-Jc.Jr I PZA-17 ;{::::...ii. l. L ______ TELE:METRY F'T / i ~ 3/4"G STlJB-.UP HIGH ZONE..../ MPA-1-MPA-2 PLIMP CONTROLLEI< -LOH ZONE · PUMP CONTROLLER OF CONNECTION PZA-2o/ %>PZA-2{~0 EXHA'JST FAcl_-J ; _ CONTROL ✓ '-TO SCE TRAMSFORMER -_ _. SECONDARY SGE 0TRANSFORHER PAD C-3186 .-------------------------~---------~--~ ---------------· ----------~--------------~-------I PPPROVED GREEN ACRES RECLAIMED WATER PROJl:CT GLUMAC INTERl'IATIONAL E;,(I ;:,Jf1f''.'R,1Tt f'Af''L SIJII[ 1;·,~\ / IRVl~I[ CA 901·1 11:.1. 714---E33-·81'10 """-X /IL-8:3-02:'·:: P(1R'LM!C1 S/lC(AMfN":J '.,Ell-TU: SU.N FRMNCiSCO MADRIi) MECdA~IIC~L ~LE( TF.ICAL ACOU3TICAL Et...ERGY TILEC'.':tlMUt-JICf,Ti0111C . .E. N0.46214 - 5-18·~ P _IR ffi L,,OOe.t---\QuNI "1 \ DAfE ~-'I ·'i~i~-- f-DA_T_E-+-B-Y-+==----D-ES_C:_R_l~-IO-N------➔~-p•-o-. h~SIG$ HM RE:VISIOI\IS HLvo•Lv EllG CANYON AND NEWPORT BEACH COUN1RY CLUB PUMP STATIONS BIG CANYON COUNTRY CLUB ELECTRICAL PLANS CITY OF NEWPOFIT BEACH E2 W-5264-S PUBLIC WORKS DEPARTMENT SHEET 18a,= '2..0 -----------------------------------------------------------------------------'---------------------~-----------'-----2-17-98 -• TI c; z I 0 ,. 0 TI n m 0 0 TI D □ TI ~ 0 D m 'l < z 0 C z < ,--- MAIN PANEL 'MPB' I 1)200A 3P L )400A 3P 2 -----·--- 211/480V 3'1! 4H 42,000 AIG 400A 3 )40A 3f' )20A IP SPACE 7 1 1/0 BONDE[) I TO METAL lJG H1\TER PIPI: / PUHP CONTROLLER IOOA l 3P SE:C. MAIN-- 1 30KV,I\ TPANSFORHER -) 60A l 3P "'- ' LTG I l/2"C-4ll4+"86 120/208\/, 3<D, 4v-l PANEL IOOA BUS POR LAK.E PUMP (VERIFY LOCATION W/CITY) = ,;/8" DIP, X OFT COPPER GLAD STEl::L_ 6ROUND ROD ~--~f~\~lt!~E L_II~~ f lt~R~tJ~ ( GENERAL NOTES ill A. FLEX CONDUIT: SUBMIT METHOD OF CONNECTION TO MECHANICAL EQUIPMeNT FOR REVIEW AND APPROVAL OF CITY PRIOR TO INSTALLATION. B. SUBMIT GROUNDING DETAILS FOR ALL MECHANICALJELECTRICAL MACHINERY FOR REVIEW AND APPROVAL OF CITY PRIOR TO INSTALLATION .• NOTE: WATERPROOFING COMPOUND TO BE #2114 SCOTCHCAST RE-ENTERABLE ELECTRICAL INSULATING AS SEALING COMPOUND AS MANUFACTURED BY 3M ELECTRICAL PRODUCTS DIVISION. SHEET NOTES: 0 'PZB' SQ D MINI POv'lER ZONE MPZ30T2F 30KVA 480V DELTA PRIMARY, 120/208\/ WE ~,ECONDARY 20A 2P IOOA, 3P SECONDARY MAIN BREAKER AN[) 6-20A IP i 1--bOA 3P BRANCH CKT BRl':AKER (VCOMBINE HOMERUN AT JBO;< ABOVE PANEL. _ .. G0·~~~ ~f~H~~~ ~~gJ~~~~~~EL~~:~~;J~~~&i~TE:C) --~ \ BY ARCHITECT. LOC/SrlOI-\ OF R-\OTOCeLL TO be Pi=!< FIE'LO 'RE'IIEW \ '-------<y~~ INDU~;TRIAL L T;;;_;i-u~E:-~------.. •,, - -'·---/ LITHONIA DM332-211V POLYESTER HOUSING. <'.§>(2) l"C TO P.O.C. DIRECTED BY PACIFIC BELi_, (SEP.A.RATE CONDUIT FOR PHONE 4 TELEMETRY) A VOICE LINE AND A ADH LINE ARE REQUIRED. <§>co-ORDINATE ALL HORK H/ UTILITY GO. PROVIDE ALL NECESSARY CONDUIT, HIRIN6 AND TRANSFORHER PAD PULL BOXES. (z:>4' X 4' TELEPHONE BACKBOARD. / / i I ,/ LIC HTI NG P ~A~I POWER PLJ'.N GLUMAC INTFRNATIONAL ;,,IW,..11 TING nl(,iNFFRS 60 ,1/Jl./i-'()k,',IE PM!". SUlll. 10~1 / !l;'""F Cl\ 92714 TL )14 -f: .. "',.~--81 ')C: F~X 714-82-.3-0::''.)2 ;>:)fSTL.6.NO SACl?AMHno 3-:::ATTLE SMJ FR,1\CISCO MA[•RID MtCH/.NICAL ELE:.TRICAL b.C•)IISTlCAL ENERGY 1£LECOl~MUNICATl•)NS j;_)f:l 1\0 47242PR4-:=:ONfA(:T A.P. 3a -------~::::::['33.a;---< ---;.;I- MPB-3 1 / 4" ~ 1 ' --()" qr,-PZB-1 A? i ~3/4"C TO TBB / I -. I I 61-----TELEMETRY PT OF CONNECTION ~ 3/4"G STUB-UP MPB-1~ ~ PUMP CONTROLLER ,f\ I I \ I I •t-TO I_AKE PUMP PANEL SEE SINGLE LINE DIAGRAM I VERIFY WITH CITY FOR LOCATION. I I I I I I I I I I I I I I I I I I I I I I PZB~ i (VPZB-2t~JTO EXHAUST ~ FAN CONTROL '.._ TBB ., \ __ .,,// ~- I I I ,/ I I J,,_~ I \II 1/4" = 1' -O" Df,TE BY .,,,,..------- / /;;'.. SCE TRANSFORMER ~SECONDARY DESCRIPTION REVISIONS APP'D. APPROVED f I 1 '/r:."C _O 1D LJ\KE: f'JN'lf7 SWITCHBOARD 11MPB11 SQ. 11D 11 SPEEDY 11D 11 IN NEMA 3R ENGL. HM 2-17-98 C-3186 GREEN ACRES RECLPJMED WATER PROJECT BIG CANYON AND NEWPORT BEACH COUNTRY CLUB PUMP STATIONS NEWPORT BEACH COUNTRY CLUB ELECTRICAL PLANS CITY Or-NEWPOl~T BEACH E3 W-5264-S PUBLIC WORKS DEPARTMENT SHEET 19 oF ?o ~ \; z I 0 r 0 ~ n 0 n Il 'Ii 0 ~ C " • ► ' ~ ;:; C < z ~ • D " ~ , " " 2 .m n )> C ~ 0 " z " ' ... 0 TI £ z I 0 r 0 " n m D D ~ TI D ~ m ~ " ~ ~ z 15 C z C w rn " D ., jj "' " < " z _m n ~ C rn ~ ~ " rn £ z I 0 r 0 ~ C, 0 0 ~ 'Ii ~ 0 ~ w ~ ~ z 6 C ~ • • • ' • • • C'Z SCALE: 1" = 1 O' 5C-E TRANSFORMER "'"'--',, --c,,:,~ \ ; BIG CANYON COUNTRY CLUB To sc.z VliU<-T IN D121 t!C:v✓t-1y 726 5C-E TRANSFORMER "MPB"' SANTA BARBARA I ) r I { (~\_;:::!"P=ZB"==;../-=/ =~~ I I I I I I I I / ! '. I I I I 1/2" C-.O.-f-/ • . • I I I -v ... TO NBC,C, I l/2"C,-4#4+118G LAKE PUMP PANEL " : ; ' , ' '' w (/) z w 0 (/) l:::l ~ •_:z_:_ - -"'---..,.,,: ~"-. --"-• . I I 727 r ' , ! ,""'·-·/. ,-... ,c ------i. -~---- -------- c· :r a. ¼l --7 TrJ ._s ,_ b 1/ 11u 1. 1- (,? f...lt...~ c',OIZ/'-I c.--i/. __ 0 l;o_ '{ rir7Jlr fj fi!Z ,J1rc!f'r An 15' .>n,AI C,L-L,-,'Y/.':v1/c ' --,_ C' z NEWPORT BEACH COUNTRY CLUB SCALE: 1" = 1 O' GLUMAC CONSULTING ENGINEERS INTERNATIONAL 60 CORPORATE PARK SUITE 100 / IRV?NE CA 92714 ffi. 714-833-8190 FA)( 714-833-0252 PORTLAND SACRAMENTO SEATTLE SAN FRANCISCO MADRID M[OiANICAL tL[CTRICAl ACOUSTICAL ENERGY ITL£COI.IMUNICATIONS JOB NO 47241_2PR4 CONTACT A.P. SHEET NOTES, 0 PROVIDE CONDUIT AND C-ABLE TO POINT OF CONNECTION AS DIRECTED BY SCE. 0 PROVIDE CONDUIT AND CABLE TO POINT OF CONNEC-TION AS DIRECTED BY PACIFIC-BELL. 0SEAL ALL CONDUIT HITH HATERPROOF COMPOUND, DATE BY DESCRIPTION REVISIONS APPROVED ,/... DATE HM 2-17--98 C-3186 GREEN ACRES RECLAIMED WATER PROJECT BIG CANYON AND NEWPORT BEACH COUNTRY CLUB PUMP STATIONS BIG CANYON COUNTRY CLUB/ NEWPORT BEACH COUNlRY CLUB PARTIAL ELECTRICAL SITE PLANS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT E4 SHEET W-5264-S 20