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Home My WebLink AboutS_5190_SCIT TBE PUBLIC WORKS DEPARTMENT BUCK GULLY, CARNATION AND LINDA ISLE ASTE A TEA PUMP ST A TIONS REHABILITATION C-3368 APPROVED BY: -'£=-=--~__;;_c_:;....,d:::..a:...,_R._~~-=-----'---------DATE: .s /~ /4 2.. UTILITIES DIRECTOR, R.C.E. 25553 PREPARED BY: ---'~""""'L ..... _______________ DATE: s/ef02. TKC SENIOR PROJECT MANAGER, R.C.E. 21646 1·2.·ot R.f.S 5 RECORD DRAWING- EMERGENCY TELEPHONE NUMBERS 2-~·oz R.F.S ffi SHEETS 5 ➔ 10 REVISED APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: BASIS □F BEARINGS BENCHMARK !I-ZS'-C-3368 [5 .s ii' ADAMS c:i > --' CD AVE. 0 "' BAKER CITY OF i--------1 ORANGE CO. COSTA MIESA VICTORIA 19TH <( cc z w 0 <( --' Cl. LINDA ISLE ST. "' 0 a:, "' <( :J: PUMP ST A TION PROJECT SITE -- ®-INDICATES AREA SHOWN ON LOCATION MAP FAIRGROUNDS ST. UPPER ~ NEWPORT /) _ _:i BAY f, l J C!rf. 1N ~ VICINrrv MAIP De~,¾ CARNATION PUMP ST A TION PROJECT SITE NOT TO SCALE SYMBOLLEGIEIND • 0 '& □ POWER POLE MANHOLE FIRE HYDRANT METER BOX -®------VAL VE POWER POLE ANCHOR /j, MONUMENT -x-x-x-FENCE ==== BLOCKWALL 0 cti ...u:L 1-« _ll'L .LLL. TREE SHRUBBERY ASPHALT PAVEMENT ;:;:;:·;!;!;!;:;:': BRICKWALK 1·-_._: . _-· • -:I CONCRETE ~tttatala BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---t_---CENTERLINE ----S----SEWER LINE ------W-WATER LINE ---G---GAS LINE -E--POWER LINE -TEL-TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM p_ STREET LIGHT ABBRIEVIA TIONS AC ASPHALT CONCRETE AfJ AGGREGATE BASE ACP ASBESTOS CEMENT PIP£ N'P'D APPROVED AVE AVENUE BC BEGIN CURVE BCR BEGIN CURVE RETURN CIP CAST IRON PIPE Cl.IP CORRUGATED METAL Pf Pf CONG CONCRffi CONST CONSTRUCTTON DIP DUCTILE IRON PIPE DEPT DEPARTMENT DWY DRIVEWAY DU DUCT £ EAST £'LY EASTERLY EC END CURVE ELECT ELECTRIC £X fXISTTNG Ff FLANGED £ND FL FLOW LINE HOR HORIZONTAL INT INTERSECTION /NV INVERT LF LINEAR FEIT MJ MECHANICAL JOINT N NORTH N'L Y NORTHfRL Y NTS NOT TO SCALE PCC PORTLAND CEMENT CONCRETE PP POWER POLE PROP PROPOSED PVC POLYVINYL CHLORIDE PIPE PVMT PAVEMENT RCB REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE RT RING TIGHT R/W RIGHT-OF-WAY SCO S£W£R CLEAN OUT SD STORM DRAIN SECT SECTION SHTS SHEETS S SOUTH S'l Y SOUTHERLY SMH SEWER MANHOLE ST STREIT STL STffL TR TRACT TYP TYPICAL VCP VITRIFIED CLAY PIP£ VERT VERTICAL W WEST W'L Y WESTERLY CITII' Of IRVINE <S;· C> UNIVERSITY % Cc '0 ;! CITY c,:; STORAG ~ YARD 5 RESER. ~ RO. [J, u> DR lLCJ. ::-:: BUCKGUllY lOCATIONI NOT TO SCALE IBIENCIHMARKS & BASIS OIF BlcAIRINIGS : BUCK GULLY PUMP STATION: BENCHMARK: OCS BM "NB4 26 71" ELEV. 85.61 NGVD29 / 1995 OCS ADJUSTMENT. YEAR LEVELED 1990. ESTABLISHED BY ORANGE COUNTY SURVEY 1971. IN THE NORTHWEST PART OF THE INTERSECTION OF OCEAN BOULEVARD AND PUPPY AVENUE, 60 FT. NORTHEAST OF THE CENTERLINE OF OCEAN BOULEVARD, 14 FT. NORTHWEST OF THE CENTERLINE OF PUPPY AVENUE, 1 FT. NORTHWEST OF THE CURB FACE, 2.5 FT. NORTHEAST OF THE CURB RETURN, IN A CONCRETE POST 0.3 FT. LOWER THAN THE CURB. BASIS OF BEARING : THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 1528 AND STATION GPS NO. 6292 BEING N35'43'21"W PER RECORDS ON FILE IN THE OFFICE OF ORANGE COUNTY SURVEYOR LINDA ISLE PUMP STATION: BENCHMARK: OCS BM NO. • A 771 R65" ELEV. 10.873 (NGVD 29) 2.5 KILOMETER (1.55 MILES) SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE NEWPORT BOULEVARD OVERPASS IN NEWPORT BEACH, IN A PARKING LOT OF THE RUEBEN E. LEE RESTAURANT IN TOP OF THE NORTHEAST CORNER OF A 5 FT. BY 8 FT. UNDERGROUND CONCRETE VAULT WITH 2 STEEL DOORS AND FLUSH WITH THE PAVEMENT, 32 METERS (105 FT.) SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 56.4 METERS (18.5 FT.) SOUTHEAST OF THE SOUTHEAST CORNER OF A HIGHWAY BRIDGE OVER THE NEWPORT BAY, 28 METERS (91.9 FT.) NORTH AND ACROSS THE PARKING LOT FROM THE ORANGE COAST YACHTS OFFICE BUILDING, 4.6 METERS l15.1 FT.) SOUTH OF THE NORTH EDGE OF THE PARKING LOT, 3.3 METERS 10.8 FT.) WEST OF THE NORTH MOST 1 OF 2 LEGS FOR THE RESTAURANT IGN, 5 METERS ( 16.4 FT) SOUTH Of WITNESS PLAQUE WHICH IS ATTACHED TO THE NORTH SIDE OF A 12 INCH DIAMETER AND F FT. TALL WOOD POST. THE STATION IS 24 METERS BELOW THE HIGHEST OF THE HIGHWAY. BASIS OF BEARING : THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION 6281 AND STATION 6280 BEING S89' 42' 1 O" E PER RECORDS ON FILE WITH THE ORANGE COUNTY SURVEYOR. CARNATION PUMP STATION: BENCHMARK: OCS BM "3K-28A-68" ELEV. 40.34 NAVD88 / 1995 OCS ADJUSTMENT. YEAR LEVELED 1994. RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988. 1.1 KILOMETERS (0.7 OF A MILE ALONG BAYSIDE DRIVE FROM THE POST OFFICE IN CORONA DELI MAR, IN THE NORTH CORNER OF THE "T' JUNCTION OF CARNATION AVENUE, IN TOP OF THE EAST CORNER OF A 4 FT. BY 5 FT. CONCRETE AND METAL CATCH BASIN, 15.8 METERS (51.8 FT.) NORTHEAST OF THE DRIVE CENTERLINE, 6.1 METERS (20 FT.) NORTHWEST OF THE AVENUE CENTERLINE, THE STATION IS 0.3 METER />BOVE THE HEIGHT OF THE DRIVE. BASIS OF BEARING : THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CARNATION AVENUE NORTH OF BAYSIDE DRIVE BEING N39"37'48"W PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. --------------------~;;.;,;.-------- IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA / / / ( REST ROOM / I I // ~ ---P-1\GIR€-€0AST 11161 IWA¥----~-_ ~ I NEWPORT BAY CHANNEL \ ~ LINDA ISLE \\,1c.-)_j\ 1 ~~~=~~=c-:======= ~~\~ /' ~ \ I I I I I j NEWPORT BAY CHANNEL \ ; \ \~ \-\ ~\~ ==-\ \ \I ~-:? ~ "'---~ "=' =~,_ I & ; ~ =1 --~----------I I ~!DA ISLt lllNDA ISlE IPUMIP SlATIONI -~~-lOCATION MAP I I ------~ ~ NOT TO SCALE --------------~ GIEINIERAL NOTIES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DATE. 2. 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 OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT THEM WHETHER SHOWN OR NOT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT (1-800-227-26DO) 48 HOURS BEFORE ANY EXCAVATION. 3. STATIONING REFERS TO CENTERLINE OF PIPELINE STATIONING. 4. ALL SEWER FORCE MAIN AND WATER MAIN CONSTRUCTION WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR. 5. THE WORDS "INSTALL" AND "CONSTRUCT' IN THE PLANS AND SPECIFICATIONS INDICATE THAT THE CONTRACTOR SHALL FURNISH THE SPECIFIED EQUIPMENT OR MATERIALS ANO INSTALL OR CONSTRUCT THEM IN PLACE, COMPLETE AND OPERABLE, UNLESS OTHERWISE EXPLICITLY INDICATED THAT THE MAETRIAL IS FURNISHED BY THE CITY. 6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AffiR PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRffi FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 7. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEIT IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 8. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK PS DESCRIBED IN NO. 7 ABOVE FROM CAL-OSHA. 9. CONTRACTOR SHALL i'DJUST AND RELOCATE All WATER MEIERS TO GRADE AT PROPERlY LINE AND CONNECT TO EXISTING SERVICE AS NECESSARY. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE EXISTING WATER MAIN AND LATERALS IN SERVICE DURING INSTAUATION OF THE WATER MAIN REPLACEMENT. 11. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES AT ALL TIMES IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, THE W.A.T.C.H. HANDBOOK AND AS DIRECTED BY THE CITY REPRESENTATIVE. 12. ALL SEWER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-106-L AND DETAILS ON SHEET 8. 13. THE FORCE MAIN SHALL BE BEDDED PER CIIY OF NEWPORT BEACH STANDARD PLAN. 14. THE FORCE MAIN SHALL HAVE A MINIMUM OF 36" OF COVER FROM FINISH GRADE, UNLESS OTHERWISE SHOWN. 15. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF All LANE CLOSURES. 16. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS. 17. (NOT USED). 18. THRUST BLOCKS SHALL BE INSTALLED ON ALL FORCE MAIN AND WATER MAIN FITTINGS IN ACCORDANCE WITH THE CIIY OF NEWPORT BEACH STD-510-L. 19. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON CL 52 MIN.) UNLESS OTHERWISE SHOWN. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 f.41L. LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9,2.6 OF THE STANDARD SPECIFICATIONS. 20. ALL FLANGED JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, W/>SHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N-RUBBER. 21. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN OR FORCE MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 22. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. 23. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND Dlf.4ENSION AS ESTABLISH BY THE />STM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACC0f.4PANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. 24. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 25. THE CONTRACTOR SHALL INSTALL ALONG WITH BOTH THE PVC WATER MAIN AND PVC FORCE MAIN, A 10 GAUGE INSULATED TRACING WIRE PER INSTRUCTIONS FROM UTILITIES REPRESENTATIVE, LOREN LOVE (949) 710-3410. The Keith CompanieslTK..C ~ --~ ~ --1 NEWPORT BAY\ ~~~~ SHEET NO. 1 2 3 4 5 6 7 (S-1) 8 (S-2) 9 (S-3) 10 (S-4) 11 (S-5) 12 (S-6) 13 (E-1) 14 (E-2) 15 (E-3) 16 (E-4) 17 (E-5) 18 19 20 21 (E-6) 22 (E-7) 23 (E-8) 24 25 26 27 (E-9) 28 (E-10 29 (E-11 CARNATION IPUMIP STATION LOCATIONMAIP NOT TO SCALE SHEET INDEX SHEET TITLE TITLE SHEET LOCATION MAP, ABBREVIATIONS AND NOTES BUCK GULLY PUMP STATION -SITE PLAN BUCK GULLY PUMP STATION -DEMOLITION PLAN BUCK GULLY PUMP STATION -MECHANICAL PLAN & SECTIONS BUCK GULLY PUMP STATION -MECHANICAL DETAILS BUCK GULLY PUMP STATION -STRUCTURAL NOTES -1 BUCK GULLY PUMP STATION -TYPICAL STRUCTURAL DETAILS -1 BUCK GULLY PUMP STATION -TYPICAL STRUCTURAL DETAILS -2 BUCK GULLY PUMP STATION -STRUCTURAL PLANS BUCK GULLY PUMP STATION -STRUCTURAL SECTIONS BUCK GULLY PUMP STATION -STRUCTURAL DETAILS BUCK GULLY PUMP STATION -ELECTRICAL SYMBOLS AND NOTES BUCK GULLY PUMP STATION -ELECTRICAL PLANS BUCK GULLY PUMP STATION -VAULT PLAN & SINGLE LINE DIAGRAM BUCK GULLY PUMP STATION -CONTROL DIAGRAMS BUCK GULLY PUMP STATION -PANEL ELEVATIONS LINDA ISLE PUMP STATION -SITE PLAN AND DETAILS LINDA ISLE PUMP STATION -MECHANICAL DETAIL PLANS LINDA ISLE PUMP STATION -ACCESS DOOR PLAN LINDA ISLE PUMP STATION -ELECTRICAL PLANS LINDA ISLE PUMP STATION -CONTROL DIAGRAMS LINDA ISLE PUMP STATION -PANEL ELEVATIONS CARNATION PUMP STATION -SITE PLANS AND DETAILS . CARNATION PUMP STATION -MECHANICAL DETAILS CARNATION PUMP STATION -ACCESS DOOR PLAN CARNATION PUMP STATION -ELECTRICAL PLANS CARNATION PUMP STATION -CONTROL DIAGRAMS CARNATION PUMP STATION -PANEL ELEVATIONS APPROVED BUCK GI.JU. Y WASlEWATER PUMP STA l10N ReiABILrTA l10N MAPS, SYMBOLS AND NOTES Costa Mesa, CA 92626 {714) 540-0800 RECORD DRAW IN& DATE ---+--------------,---------1 'L DATE (EXP. 09/30/05) BY DESCRIPTION REVISIONS APP'D. DESIGNED T.O. DRAIII-I T.O. CITY OF NEWPORT BEACH S • 5" 1 l/ o -~ CHECKED DATE S/S/02 R.F.S. PUBLIC WORKS DEPARTMENT SHEET 2 OF 29 .., a ! I X \ PROP. METER & ~ TR ANS. SW! TCH --_ _,, PEDESTALS ! / PUMP STATION AND POWER PEDESTALS LOCATION PLAN NOT TO SCALE / / X .+ -11:- I _., 4 * -11:-. ., .:JI. * _., .\), ' .,i, -11:- -11:--11:-·'"-i -11:-·x I / . I , ).( ,'' ·'"- .\), .,j;. x. .\), x--. ,,j >> // ';- PROP. EMERGENCY -Jo POWER TRANSF. SWITCH 0- (ovrR EX. 4" PVC DUCT.) ----- --• .,i, ·-' ,\1:-Jx X EX 4" ELEC. 1 1/2" TEL. C & 2• W PVC. EMERGENCY POWER CONN. LOCATION PLAN SCALE : 1" = 10' IMPORTANT NOTICE . 4" /NV. ~ INSTALL 4" i •• ~ 90" BENd i . & PIPE, / ,-_ INTO C.B.! ! ! i I : ' ' ! . ' i i ,.. I ' ! -+---/ ,---- / ! ,' ' ' ' . ! I' I : I /": , • ' ' ! 79 • : INDICATES FINISH SURFACE TO BE TO MATCH EXIST. GRADE. PUMP STATION SITE PLAN SCALE : 1" = 5' 84 i' i ' ' "_,/~f~iav_,/i~ /{_:) "-\ I. Sf ~&'\: 11,"', '"' I',_ ff•\' \" i /';j\" <:, '< • "j \" • ~-:... '<" i .J ! CONSTRUCT (J.O' GUTTER TRANSITION AT CATCH BASIN (1YP.) AREA OF A. O'. REMOVAL & CONG. PAV'T REPLACEMENT DIRT • ' The Keith Companies 'TK.C CMU RETAINING WALL & EX. WET WELL (BEYOND) PROP. R.C. 1((39.16 FS BEYOND 39 _05 TC_ ~ 39.05 FS (CONG. SLAB ( I :37.9~0.G. ( 38.40 F1/ j}'f~ ~T.-0.-G.___,_,:r=c~. -~-,-:"'0,;:=.:•~•---. -• -~ ---·-----71-~~-:~-, (~~~ea::_~1-£.J.VARIES) ··-·-=J --'--tL \_ A.G. PAV'T 79'---- EX. CURB & GUTTER 35.70 /NV. p· -• EX. UTL. VAULT 12" S.D. EX. F.M. & BEYOND CATCH NASJN VALVE VAULT 39.26 TC 138.76 FL JOIN EXIST. SECTION SCALE : !" = 4' 39.13 TC 138.56 F/® 7'-0" ED 39.05TC 138.24 FL 6'-0" 39.05 TC 7.94 T.O.G. 39.05 TC REMOVE EX/ T. CURB, GUTTER AND CATCH BASIN AND RECONSTRUCT SECTION SCALE : 1" -4' ED EX. CATCH BASIN 37.97 TC 37.14 T.O.G. EX. WET WELL CONSTRUCTION NOTES: ''"' 0-lld( \.!.::} !:!i••® • ' ' 81 POTHOLE EXISTING UTILITIES AND APPURTENANCES AND RELOCATE OR RECONSTRUCT AS REQUIRED. CONSTRUCT 12" R.C,P, AND FITTINGS, INCLUDING ALL APPURTENANT MATERIALS & WORK. CONSTRUCT CONCRETE ENCASEMENT AT STORM DRAIN JUNCTION PER STD. PLAN 311-L. CONSTRUCT TYPE A CONCRETE CURB & GUTTER W/ ff CURB FACE AND 18" GUTTER PER STD PLAN 182-L .. REMOVE EXISTING CURB AND GUTTER & RECONSTRUCT TYPE A CONG. CURB & 18" GUTTER, CURB FACE VARIES, PER STD PIAN 182-L.. CONSTRUCT TYPE B CONG. CURB (6" C.F.) PER STD. PIAN 182-L. CONSTRUCT TYPE B CONCRETE CURB (C.F VARIES PER PLAN) PER STD. PLAN 182-L. CONSTRUCT CURB OPENING CATCH BASIN W / ONE GRATE PER STD. PIAN 321-L-A. REMOVE" EXIST. CONG. CATCH BASIN & RECONSTRUCT CURB-OPEN CATCH BASIN PER STD. PLAN 321-L-A. CONSTRUCT PAVEMENT WITH 6' CONG. W/ #4@12" EACH WAY OVER 12" AGGREGATE BASE PER SPECS. FURN/Sf/ AND INSTALL 4" SUBDRAIN PIPE, INCLUDING ALL LD APPURTENANT MATERIALS AND WORK PER DETAIL W FURNISH AND INSTALL 1• WATER CONNECTION TO WATER LINE, R.P.P. BACK FLOW PREVENTOR & APPURTENANT Pf PING PER STANDARD PIAN STD. -520-L. FURNISH ANO CONSTRUCT 1• HOSE BIBB PER S.P.P.W.C. STANDARD PLAN 505, INCLUDE A 1" CORP. STOP ANO ALL NEEDED PIPING, COPPER TYPE K. NOTES : 1, THE CONTRACTOR SHALL FIELD POT HOLE AND LOCATE THE EXISTING UTILITIES IN THE CONSTRUCTION AREA PRIOR TO CONSTRUCT/ON AND ADJUSTING THE NEW PIPING AS NEEDED . 2. Tl/£ CONTRACTOR SHALL nELD POT HOLE TO VERIFY THE SIZES, MATERIAL AND LOCATION OF THE EXISTING PIPE OR CONDUIT AT EACH CONNCTION POINT AND PROVIDE PIPE AND AND FITTINGS WITH COMPATIBLE MATETRIAL, JOINT AND SIZE TO FIT. 3. PRIOR TO CONSTRUCT/NG THE STORM DRAIN SYSTEM, THE CONTARCTOR SHALL VERIFY Tl/£ LOCATION AND ELEVATION OF THE EXISTING STORM DRAIN PIPE TO DETERMIONE THE SLOPE OF THE NEW STORM DRAIN AND Tf/E INVERT OF THE NEW CATCH BASIN. FURNISH AND INSTALL 2" COPPER (TYPE K) RELOCATED WATER LINE AND APPURTENANT MATERIALS AND WORK. DELETED BP. MJP l-lOSE BIB& 4• THE EXISTING FINISH GRADE ELEVATIONS SHOWN ON THE EXISTING UTILITY VAUL 1S ARE FOR REFERENCE ONLY. THE CONTRACTOR FURNISH AND CONSTRUCT TEMPORARY WET WELL AND PUMPING SYSTEM INCLUDE BYPASS Pf PING, VALVE, CONTROLS PER SPECS. BE 48" IN DIAMETER AND 9.0 FT. DEEP (MIN.) APPROVED 5, SHALL ADJUST THE ADJUST THE UTILITY VAUL1S AS REQUIRED TO FORM SMOOTH FINISH SURFACE PER THE PROPOSED FS ELEVATIONS OF THE CURB/GUTTER AND CURB ALONG THE WET WELL/DRY WELLS. THE CONTRACTOR SHALL INSTALL TEMPORARY CHAIN LINK FENCE AROUND THE CONSTRUCTION AREA AND SHALL PROVIDE SAFE PUBLIC ACCESS TO USE THE CITY'S REST ROOM. ( S I w I b£. M\,,., , ) C-3368 RCE 46214 RECORD DRAWIN& SECTION 4216/4217 OF THE GOVERMENT CODE DIAL TOLL FREE :c, s, -~ "'°•\ :~0~:0~DAB~~kfR; .!~~~~iic~~0rxtA~~ffR 1A~8~~~:!00 (t:: Nu. 21646 ~ \;;! Costa Mesa, CA 92626 (714) 540 0800 12.04 RFS WILL BE VALID. FOR YOUR DIGALERT TOLL FREE BEFORE YOU DIG \i' bp.cs/,o/os *i 1-800-422-4131 TWO WORKING DAYS BEFORE ~' C.JVCL . ii;-"'/. 5/e o'2-DATE EIY DESCRIPTION APP'D. DESIGNED DRAWN YOU DIG, UNDERGROUND SER\1C£ ALERT OF SOUTHERN CALIFORNIA <( or c11.\\~ -~-~---------------'---+~~_._.T.O.LF,M. F.M./T.O. DATE BUCK GULLY WASTEWAlER PUMP ST A 110N REHABIUT A llON BUCK GULLY PUMP STATION SITE PLAN CITY OF NEWPORT BEACH S-5190-S :;;_ L.::::=============================;::::~ ____________________________________ L_..::~~::--:: __ L_:Ro~B:E~R:T~F~. ~S'.:E~EM~A:N'.....~R-:C:.E::.. ~2~1:64~6;__:(~E:x:P-_'.:09~/~3~D~/o~s~)-L _______ ~R:E:v1:s1o~N:s _______ _rc:HE~c:KE:o..!R.~F.s~-Lo:ATE:t..;5i;~s;~oz~L!P~U~B~Ll~C:_!!,W~OR~K~S~D~E~PA~R~TM~E~N!T_js~H~EE:TJ3~o:F~2~9~J -· ...... "' -c " 5 - F (l n -N N 0 0 N IX] 0 IMPORTANT NOTICE RETAIN 1 t' INTERM. WALL FOR NEW S7RUCTURE INTERGRAT/ON (1YP.) LADDER DOES NOT EXIST ....._ -- DOES NOT EXIST --NOT TO SCALE '-. ..._ / .__, --__.- '\_DOES NOT EXIST DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NOT TO SCALE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE'.' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. UNDERGROUND S".:RVICE ALERT OF' SOUTHERN CALIFORNIA 1•-0" T EX. POWER METERS /, V/, REMOVAL & DISPOSAL OF ASBESTOS CEMENT BUIWING WALL & ROOF PANELS 0 SEE NOTES AT RIGHT. /, (TYP.) ~ ~ 1////////////////////~ RETAIN J' ~ 4• F EX. CONC WALL FOR B4SE MODIFICATION --NOT TO SCALE REMOVE EXISTNG EQUIPMENT & CONCRETE TOP Sl.)B LEGEND: ~ EXISTING STRUCTURES OR EQUIPMENT TO BE REMOVED. NOTES: 1. COMPONENTS OF THE [)(!STING FACILITIES TO BE REMOVED INCLUDE ROOF AND ENCLOSURE PANELS MAD£ IN ASBESTOS CEMENT (A.G.) PANELS WHICH IS CLASSIFIED AS HEALTH HAZARDOUS MATERIAL. 2. THE CONTRACTOR SHALL Bf RESPONSIBLE FOR PROVIDING ALL NECESSARY PROTECTIVE DEVICES FOR HIS CREW AND HANDLE THE A.G. MATERIALS IN ACCORDANCE WITH THE FEDfRAL AND STATE HEALTH REGULATIONS. 3. THE CONTRACTOR SHALL HAVE ALL THE REMOVED A. C. MATERIAL STORED IN P. V.C. BAGS AND PLACED IN THE STORAGE AREA AS DIRECTED BY TH£ Cl1Y REPRESENTATIVE AND DISPOSE Off AT LOCATION ACCEPTABLE TO ALL AGENCIES. ---NOT TO SCALE NOT TO SCALE $;; (✓--,\ ~ ~ ,_ // ~ ~ 'i, EX. POWER METERS L..--- CONTRACTOR TO COORDINATE W/ SC£ FOR REMOVAL & RELOCVATI0/1 The Keith Companies TK.C 2955 ,9ea H Menue, Costa Meso, CA 92626 (714) 540-0800 ROBE T F. SEEMAN R.C.E. 21646 (EXP. 09/30/05) NOT TO SCALE APPROVED -+-- 1·2·04 RFS I 5 RECORD DRAWIN<'.:r DATE RCE 46214 C-3368 BUCK GULLY WASTEWATER PUMP ST A TION REHABILrT A TION BUCK GULY PUMP STATION DEMOLmON PLAN DATE BY DESCRIPTION APP'D. DESIGNED DRAWN i-------"---L_____--==----__J_-+ _ _l_.:.':T.0':£'./F~.ML. __ ':.:_':'F,Mij, CITY OF NEWPORT BEACH 5-5"(~0-s RE\IISIONS CHECKED DATE R.F.s. 5/8/02 PUBLIC WORKS DEPARTMENT SHEET 4 OF 29 1 ' - PROP. RITAINING WALL / 33 ON NEW CONG. SLAB---:::_ 2'-f' -+--+-----------! I =---@ 1 0/>HATCH (ABOVE) 1 I _J ____ DR!'WELll I +i b I ia b - I I 8" SEWER I I I I I 10· PROP CONG. TOP EL 39.05 (141.17) 4 4 <l B'-2" EXIST. WIT WELL <l ,,.---r TOP OF EX. CONG. WALL ~ ~ _ AFTER REMOVAL OF CONG. TOP I EX CONG. WALL r· ·1 ; -. I I I EX EWELL 48 @PROP. CONG. BASE ADDITION . i +-J 2'-8" (JYP.) 21-511 6" 2'-5"' 8" 5'-211 EXIST. DRY WELL MODIFIED TO WIT WELL 17 PLAN Sr:AIF: .'!/4" = 1' EX. F.S. 22 4 +----=+ -- ---- EX. CONG. WALL ~ .. ,I I I I EX DRY WELL , MODIFYTO • WET WELL I V HWL EL 33.69 ----====--,(,;-:13~5.-;;81;,-) ROUGHEN [XIST. ~-. ·• I CONG. SURFACE ON -, ~--------- SIDE WALLS & BOTTOM ,, • I LWL EL 32.19 48,.....__ EL 34.20 I FLOAT SW/TC~ '.: 0 ~ JO I <:>i ., EL 32.04 I (134.16) L_ &: CONSTRUCT CONG. I . •--_ TO SMOOTHEN CORNERS &: EDGES. (1YP.) ----==-------4 -, le., I v (134,31) I 6 . ---- ---- ------ NOTES : 1. ELEVATIONS SHOWN IN (XX.XX) ARE THE ORIGINAL DESIGN OF 1946 OF THE EXISTING STRUCTURES FOR RffERENCE ONLY. THE ELEVATIONS OF THE CURRENT DESIGN ARE BASED ON THE CURRENT BENCH MARK DATUM AND WILL BE APPROXIMATELY 2.07' LESS THAN THAT OF THE ORIGINAL DESIGN ELEVATIONS. EXISTING GRADES ARE ALL BASED ON THE CURRENT DATUM AND SHOWN AS AS EX. XX.XX. IMPORTANT NOTICE ---- ' < 4 . <l 4 4 ....._...........__,! _,., ---~ • __ 2'-8" DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIC SECTION 4216/ 4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE'' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1 -800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. UNDERGROUND SER'vlCE ALERT OF SOUTHERN CALIFORNIA , I I __J 2'-6" SECTION VIEW SCALE : 3/4" = 1' CD 4 8" 8' MIN. 110000 COUii 2'-2 f--- I (BEYOND} o o o o oooj11 "foooloooi" I I I I I I I I L __ J -I I . I -+---J----+,,+1--PiJMF F:( l------+-- 1 I I I I ________ _J 1'-2" \ 36 \ \ I \ I \ '-® (BEYOND) 2'-10" / I I I @ 14 MOTOR CONTROL CENTER (78"W X 18" X 6/f'H) ~ 12" w:4 ..... ---t 8" MIN. 110000 OCOOlt ~ IIUOOOOUII ~ ~ lf ♦OOO OODDII (BEYOND) "0000 ODDOII II fi'o 51° 0ocj It MOTOR CONTROL ~..__, CENTER (BEYOND) ' < \ ,L. I "tooo ODO~II I I I I • I I I 1-+-"""-l 'lo ·' - b ·' c:, - RUAINING WALL 1"::-.:,,,J--ft REINF. 4 15 (BEYOND) 'l't----t-------114 (BEYOND) ' EL 30.21 132.33 b I C'S b ·' - CONG. PAD. The Keith Companies TI<C Costa Mesa, CA 92626 (7i 4) 540-0800 R.C.E. 21 646 (EXP. 09/30/05) COf,BTRI.JCTK)NN01EB G) Q) ~; (I) ~) (Z) (1:) ~~ @) @) @) @) @) @) @) @) @) @) @) @) @) @) @) @) @) ' /·2:04 RFS WASTEWATER PUMP 200 GPM X 70 FT, 15 HP, VORTEX 1YPE W/ 316 S.S. IMPELLER & EXPLOSION PROFF MOTOR, ESSCO MODEL 4X12, OR APPROVED £QUAL. 4" 0.1.P. W/ FLANGED ENDS, UNLESS NOTED OTHERWISE. 4" 90' D. I.P. BASE BEND W / FLANGED ENDS. 4" ¢ STANCHON W / BASE FLANGES. 4" 90' LONG RADIUS BEND W / FLANGED ENDS. 4' 45' D.I. BEND W/ FLANGED ENDS. 6"X4" 0./. ECCENTRIC REDUCER W/ FLANGE ENDS, FLAT SID£ PER PLANS. 6" X 4' 0./. WYE W/ FLANGE ENDS. 4"¢ 0.1, PIPE W/ FLANGED ENDS 36" X 48" JYPEB 316 STAINLESS STEEL ACCESS DOOR, PARK WEIGHT W/ TORSION SPRING, 316 S.S. HARDWARE & KEYED LOCK AND HASP. 16" 316 S.S. LADDER W/ LADDERUP SAFE7Y POST, 4" ECCENTRIC PLUG VALVE WI t' SO. OPERATING NUT, DE1URIK SERIES 100, OR APPROVED EQUAL. 4" SWING CHECK VALVE W/ AIR CUSHION &: SPRING. 8" IN-LINE DIRECT DRIVE BLOWER, 1 / 4" SP, 1 /20 HP 254 CFM, COOK CVD #8CV15D, OR APPROVED tOUAL. 8" PVC PIPE & FITTINGS W/ SUPPORT BRACK[TS PVC PER FORA TED EXHAUST VENT RISER, SCH. 40, PER DUAIL EB INSTALL CITY FURNISHED 29" X 66" STAINLWSS STEEL ACCESS DOOR, PARKWAY CLASS WI TORSION SPRING, 316 S.S. HARDWARE & KEYED LOCK AND HASP. 48" X 54" JYPE 316 STAINLESS STEEL ACCESS DOOR, PARKWAY CLASS W/ TORSION SPRING, 316 S.S. HAADWARE & KEYED LOCK AND HASP. SO/NC TYPE WATER LE.Vf:L TRANSDUCER &: APPURTENANCES PER SPECS. WATER LEVEL FLOAT SWITCHES, TWO (2) REQUIRED FOR LOW &: HIGH WEA TER ALARMS. PIP£ SUPPORT BRACKET W/ 316 S.S. R[D HEAD;RUE INSERTS, CLAMP &: APPURTENANCES, SEE DUAIL ' 6 1 }f PVC (SCH. 40) DRAIN PIPE AND FITTINGS CO . TO 1 1/2" DOOR DRAIN COUPLING. REMOVE EXIST. 6" C.1./0.1. WALL INSERT PIPE AND GROUT AND SEAL CONG. OPENING TO WALL THCKNESS WATERTIGHT. 4" 0.1. BELL MOUTH BEND W/ 4" FLANGE CORE EX. CONG. WALL FOR PIPE INSTALLATION. GROUTE & SEAL WATERTIGHT AFTER PIPE IS PLUMBED. DUCTILE IRON WALL COLLAR CAST IN CONCRETE, SIZE PER PLAN. 3/4" PVC PIPE AND FITTINGS, SCH. 40 W/ THREADED JOINTS. 3/4' BALL VALVE, PVC. 3/4" CHECK VALVE", BALL TYPE, PVC. WALL INSERT W/ LINKSEAL W/ S.S. BOLTS, GROUT BOTH ENDS. D.I. PIPE WALL INSERT W / WALL FALGE, SIZE PER PLAN. SUMP PUMP 19 GPM X 15 FT T.D.H., 1550 RPM W/ 1¢ X 115 V MOTOR W/ FLOAT SWITCH. 1 1 /2" SUMP PUMP DISCHARGE PIPE & FITTINGS, PVC SCH 40. 1 /2" PVC CHECK VALVE, 50 PSI WORKING PRESSURE. 1 /2" BALL BAL VE, PVC, 50 PSI WORKING PRESSURE. 4" D.I. SPOOLS W/ GROOVED ENDS AND VICTAULIC SJYLf 741 VIC FLANGES. ~ @ (NOT USED) CAST-IN-PLACE CONCRUE BASE WITH REBARS AND APAPURTENANCES. CAST IN PLACE CONCRUE WALL W/ REBARS AND APPURTENANCfS. CAST-IN-PLACE CONCRUE TOP W/ REBARS AND APPURTENANCES. 18"W X 18"L X 24" CONCRUE SUMP W/ GRATE STEEL ANGLE SEATING FRAME. CUT HOLE TO ACCOMMODATE DISCHARGE PIPE. STEEL GRATE FOR 1B'X18" SUMP. BASE CONCRETE FILLER W/ REBARS & APPURTENANCES. CONCRITE PUMP PAD W/ REBARS, GROUT£ (/") & APPURTENANCES. RAVEN 405 EPOXY COATING & SURFACE PREP. PER SPECS. COATING TO BE 120 MILS ON EXIST. WIT WELL SURFACE &: 80 MILS ON OTH[R IN WIT WELL. 6"D.I. DRAIN PIP£ & FITTINGS W/ INLU GRATE. /f'D.I. DRAIN PIPE & FITTINGS W/ INLIT GRATE. EXTERFIOR WATERPROOFING FOR UNDERGROUND CONCRITE WITH BITUMAST/C COATING PER SPECS. DRY WELL INTERIOR COATING WITH RAVEN EPOXY 80 MILS OFT MIN., INCLUDING SURFACE PREPARATION. ,. ~ ~ ~ PROP. RITAINING ______ -~ (H=6 FT MIN,) --...~~ .... ~.!...... ' ~ m\-----11no01oooou ""~ ~(BEY'O_N,:::-:-._D) IIUOO O ■OOtl ufi'ic 0~11 I I I I ( I I ltUOClf OHII l uruoo•o1" EX. GRADE 37.90±,7 ~ r' 22 & 22 J ! l I I I 4' PERFORATED SUBDR'fN I PROP CONG. TOP :i I I ~ ' EL 39.05 (141.17) S = a.or TO DRAIN / , 1 ,EL 139.11..." ' ' J 0 --1"•+---I • 4 C-3368 APPROVED BUCK GULLY WASTEWAlER PUMP ST A TION REHABILITATION RCE 46214 5 RECORD DRAWINC:r BUCK GULY PUMP STATION I 3 RFS ROTAT[D HATCH; R[i:t.D,.c:_[S~IGL>__1N"_!J_8[,r=:t:A11V1M--+-_-f=DA~TE-=''.':=::~=o~cr,=-=o=""l..===-i---~M'.=E~C'.'....H~A~N'.'.:::IC~A~L:...'P~LAN~~-----=---,----:-::--::----II APP'D. DESIGNED DRAWN T.O. CITY OF NEWPORT BEACH S-5190-S DATE BY DESCRIPTION REVISIONS T.O. ---~--t-.c=H=ECccK=-cED..-------~---tD=cA-=TE:-----J R.F.S. 5 8 02 PUBLIC WORKS DEPARTMENT SHEET 5 OF 29 8' NEOPRENE PAD ON PIPE AT U-BOLT k· 1/2" U-BOLT, LI S.S. L. 1/4 < I L l < I L I 5' FOR 8' Pf PE 4" FOR 4" PIPE 1 4 12" PVC OUTER VENT Pf PE' (SEE PERFORATION AT RIGHT) P.V.C. CAP 8" PVC INNER VENT RISER --4--1 • O O 8 ROWS OF 14 EQUALLY IO O SPACED 1"¢ HOLES O O <D (112 HOLES TOTAL) O O 1/2" 316 S.S. BOLT & NUTS ~ O LJ" xJ'' X}f XJ" LONG O 0 S. STL. (TYP.) , O O 0 0 q 0 0 0 0 0 ~ 0 0 q 0 0 0 • N :,,!: N CONCRETE SLAB OR b O PAD PER PLANS 1 -11~!..f ~-+..!._--'I-II& 316 S. STL. 'b, I "" P.V.C. CAP~ ==-==-ct-=-=-=--== ouo.,,:..e.==el!ll'---~ '"" 10 Q O O 6 -fl--;A-fHllf----'-'N'-'-, I~ tom~I Z 6 ROWS OF 18 EQUALLY 10 O O O O ol 1 i' PVC OUTER VENT PIPE SPACED 1'¢ HOLES J ~ (108 HOLES TOTAL) 10~1° 0 0 0 ◊1: 01--~~ tr' PVC INNER VENT RISER -+-J I (SEE PERFORATION AT LEFT) I II II I TWO 1/2 1'¢ WEEP I I HOLES AT BOTTOM OF I EACH OUTER PIPE I I CONCRETE PAD OR SLAB. ' <D I / APPROX. EXIST. EMBANKMENT \ CMU RETAINING WALL , SEE Sf/EET S-4 CMU WALL, SEE SHEET 5-4 MOTOR CON1: Ol CENTER (78"W X 18 X 66"H) I L_ IIUOO ~o,u '" 0 ~ 0 T "" •• 1-----c,.L::;---8" VENTfLA TOR u,uo -k+... RfSER. IIODDO OOl♦lf 11 fro o o o"'i'i111 tl~OOO 00011 4 #4x24" DIAGONALS AROUND PIPE RISER l2"X2'X1/4" 1/2'¢ ANCHOR BOL , L L 1}f'X1}!"X1/4' 1--1 J" ....-L-----------'-----------'----,~ ~-#4@12' #5@12" 140N MIRAFI FABRIC WRAPPING DRAIN ROCK W/ 24" (MIN.) OVERLAP/NG. / L 8" PVC VENT PIPE -------......._ I TO VENTILATOR -.,.,.,_ 8' PVC VENT PIPE --------....... I TO VENT/LA TOR -.,.,.,_ 4" SUBDRAIN PIPE ------.....0 < ·e I t. I ,r_ <. ,1. L , tlJ.-_I, 1-ill lli _I', < L < ' 1------,-' +'------'''-- '6 12' RIP RAP OVER L • < 1, , ~ , SUBDRAIN WRAPPING. H~1E. ,s;1f--"~Y"'-:=.;_l( ~ I I I INNER VE/'ff RISER PERFORA 710N OUTER PIPE PERFORATION 111 i' II I I i1 1111 I~ ~11 i' 11111~~1 I i' I I I I I :ff _TTT_(-SAND/DIRT fJACKFILLED & -,,-I i--COMPACTED 95% RELATIVE DENSITY.__,/ < L ' , -I PROP. RETAINING WALL-__ J..----1j2" S.S. CONG. INSERT NOTES: ~ EXPANSION TYPE. W / 1 /2' S.S. ANCHOR BOLT (TYP.) 1. MATERIAL: PVC (POLYVINYL CHLORIDE) TYPE fl, GRADE 1. PERFORATED OUTEtt---~ PIPE, REMOVABLE I L ASTM 0-1784, SCH. 40 (.365' THICK WALL MIN.). 2. FINISH: GOODRICH GRAY #260 OR fQUIVALENT. PAINTED VENTS ARE NOT ACCEPTABLE. PVC VENT PIPE. SIZE PER PLANS LJ"xJ"X1/4'xJ' LONG. 316 S. STL. 1/2'¢ ANCHOR BOLT TYPE 316 S.S. TYP. PLAN WALL MOUNTED SUPPORT DETAIL 1 VE/'ff RISER CB NOT TO SCALE IMPORTANT NOTICE SECTION 4216/ 4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE'' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. N.T.S. CONSTRUCTION NOTES -BUCK GULLY PUMP STATION: (D-wASTEWATER PUMP 200 GPM X 70 FT, 15 HP, VORTEX TYPE W/ 316 S.S. IMPELLER & EXPLOSION PROFF MOTOR, ESSCO MODEL 4X12, OR APPROVED EQUAL. (J)------4" D.I.P. W/ FLANGED ENDS, UNLESS NOTED OTHERWISE. (]j---4" 9(! D.I.P. BASE BEND W/ FLANGED ENDS. ~4•~ STANCHON W/ BASE FLANGES. ©-4" 90' LONG RADIUS BEND W/ FLANGED ENDS. ©--4" 45" DJ BEND W/ FLANGED ENDS. (!)-6"X4" 0.1. ECCENTRIC REDUCER W/ FLANGE ENDS, FLAT SIDE PER PLANS. ©--6" X 4" DJ WYE W/ FLANGE ENDS. (J}-4"¢ D.I. PIPE W/ FLANGED ENDS @----36" X 48" TYPEB 316 STAINLESS STEEL ACCESS DOOR, PARK WEIGHT W / TORSION SPRING, 316 S.S. f/ARDWARE & KEYED LOCK AND HASP. @)-18' 316 S.S. LADDER W/ LADDERUP SAFETY POST. @--:_" ECCENTRIC PLUG VALVE WI 2" SQ. OPERATING NUT, DEZURIK SERIES 100, OR APPROVED EQUAL. @--4" SWING CHECK VALVE W / AIR CUSHION & SPRING. @--8' IN-LINE DIRECT DRIVE BLOWER, 1/4" SP, 1/20 HP 254 CFM, COOK CVD #8CV15D, OR APPROVED EQUAL. @)-8" PVC PIPE & FITTINGS W/ SUPPORT BRACKITS @---PVC PERFORATED EXHAUST VENT RISER, SCH. 40, PER DETAIL EB ®-INSTALL CfTY FURN/Sf/ED 29" X 66'' STAINLWSS 5TE£L ACCESS DOOR, PARKWAY CLASS W/ TORSION SPRING, 316 S.S. HARDWARE & KEYED LOCK AND HASP. @----48" X 54• TYPE 316 STAINLESS STE£L ACCESS DOOR, PARKWAY CLASS W/ TORSION SPRING, 316 S.S. HARDWARE & KEYED LOCK AND HASP. @-so/NC TYPE WATER LEVEL TRANSDUCER & APPURTENANCES PER SPECS, @)---WATER LEVEL FLOAT SWITCHES, TWO (2) REQUIRED FOR LOW & HIGH WEATER ALARMS. @-PIPE SUPPORT BRACKET W/ 316 S.S. RED HEAD cfJRETE INSERTS, CLAMP & APPURTENANCES, SEE DETAIL 1 6 @--1Jf" PVC (SCH. 40) DRAIN PIPE AND FITTINGS CONN. TO 1 1 /2" DOOR DRAIN COUPLING. DIAL TOLL FREE 1-800-227-2600 AT LEAST !WO DAYS BEFORE YOU DIG UNDERGROUND SERViCE ALERT OF SOUTHERN CALIFORNIA @-REMOVE EXIST. 6" C.I./0.I. WALL INSERT PIPE AND GROUT AND SfAL CONC. OPENING TO WALL THCKNESS WATERTIGHT. ®-=----4" 0.1. BELL MOUTH BEND W/ 4" FLANGE @-co RE EX. CONG. WALL FOR PIPE INSTALLATION. GROUT£ & SEAL WATERTIGHT AFTER PIPE IS PLUMBED. @--DUCTILE IRON WALL COLLAR CAST IN CONCRETE, SIZE PER PLAN. @-3/4" PVC PIPE AND FITTINGS, SCH. 40 W/ Tf/READED JOINTS. @--3/4" BALL VALVE, PVC. @-3/4" CHECK VALVE, BALL TYPE. PVC. @--wALL INSERT W/ LINKSEAL W/ S.S. BOLTS, GROUT fJOTH ENDS. @-a.I. PIPE WALL INSERT W/ WALL FALGE, SIZE PER PLAN. ~SUMP PUMP 19 GPM X 15 FT T.D.H., 1550 RPM W/ 1¢ X 115 V MOTOR W/ FLOAT SWITCH. @-1 1/2" SUMP PUMP DISCHARGE PIPE & FITTINGS, PVC SCH 40. ®--=-----1 1/2" PVC CHECK VALVE, 50 PSI WORKING PRESSURE. @)----1 1/2" BALL BALVE, PVC, 50 PSI WORKING PRESSURE. @---4" D.I. SPOOLS W/ GROOVED ENDS AND VICTAULIC STYLE 741 VIC FLANGES. ®N@ (NOT USED) @----cAST-JN-PLACE CONC. BASE WITH REBAR$ AND APAPURTENANCES. @-CAST IN PLACE CONC. WALL W/ REBARS AND APPURTENANCES. @-cAST-IN-PLACE CONC. TOP W/ REBAR$ AND APPURTENANCES. @-18"W X 18"L X 24" CONCRETE SUMP W/ GRATE STEEL ANGLE SEATING FRAME. CUT HOLE TO ACCOMM6DATE DISCHARGE PIPE. @---:::-sTEEL GRATE FOR 18' X18" SUMP. @-BASE CONCRETE FILLER W/ REBARS & APPURTENANCES. @--coNCRETE PUMP PAD W/ REBARS, GROUT£ (1") & APPURTENANCES. @-RAVEN 405 EPOXY COATING & SURFACE PREP. PER SPECS. COATING TO BE 120 MILS ON EXIST. WET WELL SURFACE & 80 MILS ON OTHER IN WET WELL. @-:---6"0.I. DRAIN PIPE & FITTINGS W/ INLET GRATE. @-a·o.,. DRAIN PIPE & FITTINGS W/ INLET GRATE. ~XTERFIOR WATERPROOFING FOR UNDERGROUND CONCRETE WITH BITUMASTIC GOA TING PER SPECS. 1/2' S.S. BOLT & NUTS \/ @-DRY WELL INTERIOR COATING WITH RAVEN EPOXY 80 DFT MILS MIN., INCLUDING SURFACE PREPARATION. @N@) (NOT USED) @-POTf/OLE EXISTING UTILITIES AND APPURTENANCES AND RELOCATE OR RECONSTRUCT AS REQUIRED. @---coNSTRUCT 12" R.C.P. AND FITTINGS, INCLUDING ALL APPURTENA/fT MATERIALS & WORK. @-coNSTRUCT CONCRETE ENCASEMENT AT STORM DRAIN JUNCTION PER STD. PLAN 311-L. @-----coNSTRUCT TYPE A CONCRETE CURB & GUTTER W/ 8' CURB FACE AND 1lf' GUTTER PER STD PLAN 182-L.. @-REMOVE EXISTING CURB ANO GUTTER & RECONSTRUCT TYPE A CONG. CURB & 18" GUTTER, CURB FACE VARIES, PER STD PLAN 182-L.. @---coNSTRUCT TYPE B CONG. CURB (6" C.F.) PER STD. PLAN 182-L. @-coNSTRUCT TYPE B CONCRETE CURB (C.F. VARIES PER PLAN) PER STD. PLAN 182-L. ~CONSTRUCT CURB OPENING CATCH BASIN W/ ONE GRATE PER STD. PLAN 321-L-A @-REMOVE EXIST. CONG. CATCH BASIN & RECONSTRUCT CURB-OPEN CATCH fJASIN PER STD. PLAN 32 I -L -A. @)--coNSTRUCT PAVEMENT WITH 6" CONG. W/ #4@12" EACH WAY OVER 12" AGGREGATE BASE PER SPECS. @--FURNISH AND INSTALL 2" COPPER (TYP[ K) RELOCATED WATER LINE AND APPURTENANT MATERIALS AND WORK. @)--FURNISH AND CONSTRUCT TEMPORARY WIT WELL AND PUMPING SYSTEM INCLUDE BYPASS PIPING, VALV[, CONTROLS PER SPECS. fJE 48' IN DIAMETER AND 9.0 FT. DEEP (MIN.} @-FURNISH AND INSTALL 4" SUBDRA1N PIPE, INCLUDING ALL W APPURTENANT MATERIALS AND WORK PER DETAIL 'CIJ @--FURNISH AND INSTALL 1" WATER CONNECTION TO WATER LINE, R.P.P. fJACK FLOW PREVENTOR & APPURTENANT PIPING PER STANDARD PLAN sm. -520-L. @-FURNISH AND CONSTRUCT 1' HOSE BIBB PER S.P.P.W.C. STANDARD PLAN 505-1, INCLUDINF A 1' CORP. STOP AND PIPING, COPPER TYPE K. @N@ (NOT USED) '.J \/ '.J \/ \I - \/ '.J . \I -.__ CMU WALL BEYOND 11 '-4' MCC/CONC. BLOCK WALL ELEVATION 3 SCALE : 3/4" ; 1' - 1'-3" < , I' l , .r_ 1 ., ! ' : " \ .,} {-.l. '-l. ' < , 4" PERFORATED PVC SUBDRAIN PIPE, SCf/. 40. PERFORATION: 3/16" X 1 1/i' SLOTS @2" O.C., 2 ROWS @120' @ BOTT. (60' FROM /NV.) 3/ 4" GRADATED ROUND DRAIN ROCK. FREE OF SAND & DIRT SUBDRAIN DETAIL NOT TO SCALE CONSTRUCT/ON NOTES -LINLJA, ISLE AND CARNATION PUMP STATIONS: @-INSTALL 4'X3' TRAFFIC RATED PRECAST CONCREff VAULT COATED WITH BO MILS EPOXY. @---INSTALL 36"X48" STAINLESS STEEL SINGLE -LEAF SPRING ASSISTED ACCESS HATCH, H-20 LOAD. @-REMOVE EXISTING 3-/NCH FLANGE COUPLING ADAPTOR, INSTALL 3-/NCH RESTRAINED FLANGE ADAPTOR, EBBA IRON # 2100. @---INSTALL 3-/NCH CLASS 53 DIP (FE X FE). I.ENGTH AS REQUIRED. @-INSTALL 3-INCH 90" DUCTILE IRON ELBOW (FE X FE) (@--/NSTALL 3-/NCH ECCENTRIC PLUG VALVE LEVER OPERATOR (FE X FE) DE ZURIK SERIES 100, CUT LEVER TO 18" LENGTfl. @-INSTALL STAINLESS STEEL ADJUSTABLE PIPE SUPl'ORT PER CITY OF NEWPORT BEACH STD.-522-L. @---INSTALL 12" DIA. SUMP WITfl CAST IRON GRATE AND FRAME, ALHAMBRA FOUNDRY CO., NO A-2020 OR APPROVED EQUAL. @-INSTALL 4-INCH TAPPED FLANGE WITH 4-/NCH S.S. CAMLOCK (FE) FITTING AND INSULATING BUSHING. @--INSTALL MECHANICAL TYPE INTERLOCK/NG RUBBER LINKS, LINK SEAL OR EQUAL AT CONC. WALL PENETRATION. ®-1NSTALL J" x4" go· 0.1. REDUCING ELBOW (ff X FE) FOR EXPOSED SERVICE. @--INSTALL 3-INCH 0.1. BLIND FLANGE. @-REMOVE EXISTING A.G., CONCRETE OR BRICK PAVEMENT FOR PROPOSED IMPROVEMENT CONSTRUCTION; REPLACE/REPAIR TO MATCH EXISTING. @--CONSTRUCT TYP[ B CONG. 6-/NCH CURB PER CfTY OF NEWPORT fJEACH STD. PLAN 182-L. @-CONSTRUCT BRICK WALKWAY WITH REINFORCfD CONC. BASE PER DETAIL 6B @------coNSTRUCT BRICK DRIVEWAY W/Tf/ RE/NF. CONG. BASE PER DETAIL~ 19 @-REMOVE EXIST. 30"X96" ACCESS DOOR & APPURTENANCES. FURNISWiNSTALLffi TYPE 316 S.S. H-20 LOAD 30"x96'' DOUfJLE-LEAVE ACCESS DOOR & 'Cf§} & APPURTENANCES, SEE DETAIL @--REMOVE EXIST. BELOW GRADE 48'X48" f/ATCH PLATE & INSTALL CITY FURNISHED{]"'i 48"x48" S.S. 316 H-20 LOAD ACCESS 000,R & APPURTENANCES, SEE DETAIL 'Cf§} @-ADJUST EXIST. UTILITY BOXES TO PROVIDE TOP SURFACE FLUSH WI EXIST. CURB & PROP. ACCESS DOORS; RELOCATED EXIST. SIGN & POST IN CONSTRUCT/ON AS REQ'D. ~NSTALL J" TEE (FE X FE X FE) @--INSTALL J'' 0.1. VICTAULIC COUPLING, STYLE 31. ~NSTALL J" 45' BEND (FE X FE) @--INSTALL 5' D. I. TRANSITION COUPLING W / 316 S.S. BOLTS. @---coNSTRUCT CONG. BLOCK PER CITY STANDARD PLAN 510-L-A. SIZE PER PLAN. @-cur EXIST 5' PIPE AND PLUG ABANDONED PIPE. @-=---REMOVE EXISTING SURFACE CONG. ( 4" ±) AND FOR ACCESS DOOR CONSTRUCTION AND RECONSTRUCT TO MATCH NEW DOOR AND EXISTING GRADE. @-INSTALL J'' D.I. PIPE Cl 53 (FE X GR). @---INSTALL J'' D.I. PIPE CL. 53 (PL X FE). @-INSTALL 4"xJ'' D.I. REDUCER (FLG x FLG) @--INSTALL J" ECCENTRIC VALVE (FLG xFLG) @-REMOVE EXIST. JO"X96" ACCESS DOOR & APPURTENANCES AND FURNISH & {]"'i INSTALL Jd'x96" DOUBLE LEAVE 316 5. STL. PARKWAY WEIGHT ACCfSS DOOR@ AND APPURTENANCES, SEE DETAIL @---REMOVE EXIST. 411'X48" ACCESS DOOR & APPURTENANCES & INSTALL CITY CJ::,,, FURNISHED TYPE 316 S. STL ACCESS DOOR AND APPURTENANCES, SEE DETAIL \JV @-REMOVE EXISTING J" BYPASS CONNECTION PIPING, GUARD POST & LJ'I, APPURTENANCES AND RECONSTRUCT CONG. PAVEMENT PER DETAIL V APPROVED C-3368 The Keith Companies "TK..C BUCK GULLY WASTEWATER PUMP STATION REHABILITATION BUCK GUL Y PUMP ST A TION Costa Mesa. CA 92626 (li 4) 540-CBOO l-'.-1 ~-2.::.".0::'.J--'..:.:...::._-J.L~.".:R_'.:EC=O-::-R':"..D-".[)".'R:.:'.AW'.:1"._'N'_'<l:r'___ ___ ---l-_ _J..:::.::.::_=~~====-1----....'.:M~EC~~H'.'.:A~N~IC~A~L~D~E=-T~A~l=L~S ____ _J DATE BY OESCRl"TION CITY OF NEWPORT BEACH $-51"10-S l----~--+-------------~--+---~~1----------' DATE 5-0~ -o-z. APP'D. DESIGNED DRAWN T.O. T.O. ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/05) REYISIONS CHECKED DATE R.F.S. 5 08 02 PUBLIC WORKS DEPARTMENT SHEET 6 OF 29 DESIGN BASIS: CODE: 1998 C,B,C. (CALIFORNIA BUILDING CODE TITLE) CCR, TITLE 24, PART 2 GRAVITY LOADS: 1, FLAT ROOF LIVE LOAD LATERAL LOADS: 1. SEISMIC ZONE 4 SEISMIC SOURCE TYPE B 250 P.S.F, DISTANCE TO CRITICAL SOURCE < 2 Km Ca = 0.57 Na = = 1.3 Cv = 1.02 Nv = 1.6 R = 4.5 SEISMIC BASE SHEAR: V = 0.318W (ULTIMATE DESIGN) V = 0.227W (ALLOWABLE DESIGN) 2. BASIC WIND SPEED & EXPOSURE: 70 M.P.H. EXPOSURE "c'' GENERAL NOTES: 1. THE PROJECT SPECIFICATIONS SHALL BE PART OF THE CONTRACT DOCUMENTS. 2. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH MECHANICAL DRAWINGS. 3. THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE SITE DURING THE BIDDING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO PROCEEDING. 4. UNLESS OTHERWISE SHOWN OR NOTED, ALL PHASES OF WORK ARE TO CONFORM TO THE MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE (1998 EDITION U.B.C.), RELATED UNIFORM BUILDING CODE STANDARDS (1997 EDITION), AND ANY A.S,T.M. SPECIFICATIONS WHICH THESE STANDARDS ARE BASED. WHERE CONFLICT BETWEEN BUILDING CODES AND SPECIFICATIONS OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. 5. ALL A.S.T.M. DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE LATEST ADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE DRAWINGS. 6. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. 7. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 8. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL REQUIREMENTS. REFER TO CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS, SUCH AS: A. SIZE AND LOCATION OF ALL OPENINGS. B. SIZE AND LOCATION OF ALL NON-BEARING WALLS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, WALKS, FLOOR DRAINS, SLOPES, DEPRESSED SLAB AREAS, ETC, D. FLOOR, ROOF AND WALL FINISHES, E. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 9. THE STRUCTURAL CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 10. NEITHER THE OWNER NOR THE MECHANICAL/STRUCTURAL ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE SAFETY ITEMS. 11. SATISFACTORY EXECUTION OF CONSTRUCTION IS DEPENDENT UPON CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. OWNER OR CONTRACTOR SHALL RETAIN A CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER DURING CONSTRUCTION TO OBSERVE THE CONSTRUCTION AND STATE THAT THE STRUCTURE HAS BEEN BUILT IN GENERAL CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. 12. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LEVEL. WHEN WEIGHT OF MATERIALS OR EQUIPMENT MAY EXCEED DESIGN LOAD, STRUCTURAL SYSTEMS SHALL BE SHORED. 13, WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. - • DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALJF'ORNIA. FOUNDATION: 1. PRIOR TO THE POURING OF CONCRETE AND PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST NOTICE ON THE JOB SITE AND ADVISE THE BUILDING INSPECTOR IN WRITING THAT THE WORK SO INSPECTED MEETS THE CONDITIONS OF THE REPORT. A WRITTEN CERTIFICATION TO VERIFY THAT: A THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOIL REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 2. BORING DATA PREPARED BY: LEIGHTON & ASSOCIATES FOR BORING IN CORONA DEL MAR SITE, DATED JANUARY 3, 2002. 3. SOIL REMOVAL AND RECOMPACTION SHALL BE DONE UNDER GEOTECHNICAL ENGINEER'S SUPERVISION AND INSPECTION. 4. TYPE OF FOOTING: A. SHALLOW FOOTING SYSTEM MINIMUM EMBEDMENT 18" BELOW LOWEST ADJACENT GRADE. DESIGN SOIL PRESSURE: FOOTING TYPE SPREAD FOOTING CONTINUOUS FOOTING STATIC BEARING PRESSURE 2,000 P.S.F. 2,000 P.S.F. 5, SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH SOILS REPORT, 6. NO PIPES OR DUCTS SHALL BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER. 7. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STEPS, FLOOR DRAINS, TRENCHES, UNDERFLOOR DUCTS AND CONDUITS, SEE MECHANICAL, AND ELECTRICAL DRAWINGS. TRENCH BACKFILL AS PER SOILS REPORT REQUIREMENTS. 8. ALL WALLS RETAINING EARTH SHALL DRAIN TO DAYLIGHT OR OTHER DRAINAGE. 9. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 10. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING, DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 11. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS, INSTALLATION AND MONITORING OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN TEMPORARY EXCAVATIONS. 12. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER FOUNDATION. 13. 1998 C.B.C. SEISMIC SOIL CATEGORIZATION (SECTION 1636.2) SEISMIC ZONE: 4 ZONE FACTOR: 0.4 SOIL PROFILE TYPE SD CONCRETE: 1 . 2. 3. 4. 5. 6. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF A.C.I. 318-95 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN ON THE DRAWINGS. ALL CONCRETE SHALL BE 150 P.C.F. HARDROCK, MIXED PER A.S.T.M. C-94, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. AT 28 DAYS. THE MAXIMUM SIZE AGGREGATE IN FOUNDATION AND MASS CONCRETE WORK SHALL BE 3/ 4 INCH. THE MAXIMUM SIZE AGGREGATE IN SLABS ON GRADE, WALLS, AND ALL OTHER CONCRETE SHALL BE 3/4 INCH. CEMENT SHALL CONFORM TO A.S.T.M .. C-150, TYPE V, LOW ALKALI. AGGREGATES FOR NORMAL WEIGHT SHALL CONFORM TO A.S.T.M. C-33. ADMIXTURES AND COLORS (EXCEPT AS NOTED HEREIN) SHALL NOT BE USED UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND ACCEPTED BY THE ENGINEER AND ARCHITECT OF RECORD. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. THE MIX DESIGNS SHALL CONFORM TO U.B.C. SEC. 1905. UNLESS NOTED OTHERWISE. L VI\~ SIMON WONG ENGINEERING '\ I ~ I \ STRUCTURAL AND BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 San Diego, CA 92131 (619) 566-3113 ~ 2-0--·~ LORIEC.E. 46059 (EXP. 12/31/02) 7. NON-STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT. 8. PROVIDE 2-#5 DIAGONAL BARS AT CORNERS OF WALL, FLOOR, AND ROOF OPENINGS AND INSIDE CORNERS OF FLOORS. 9. PROVIDE WATERSTOPS IN ALL BELOW GRADE FOUNDATION WALL CONSTRUCTION JOINTS. 10. READY MIXED CONCRETE SHALL CONFORM TO (A.S.T.M. C-94). 11. PLACEMENT OF CONCRETE SHALL CONFORM TO A.C.I. 304. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE FOR ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 12. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING B-B PLYFORM, CLASS I, EXT-A.PA. PLYWOOD, 13. ALL SLABS SHALL HAVE A TROWELED FINISH EXCEPT AS NOTED ON THE DRAWINGS. 14. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TD PLACING CONCRETE. 15. IF THE CONTRACTOR DESIRES TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THESE DRAWINGS, HE SHALL SUBMIT DETAILS OF CHANGES TO THE ENGINEER OF RECORD FOR REVIEW BEFORE STARTING WORK. 16. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION STEEL OFF THE GROUND. 17. PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, U.t~.O. 18. SLEEVE PLUMBING OPENINGS IN SLABS WITH NON-CORROSIVE SLEEVE BEFORE PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. 19 ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE MINIMUM COVER: FOOTINGS CAST AGAINST EARTH FORMED CONCRETE EXPOSED TO EARTH OR WEATHER BEAMS AND GIRDERS WALLS COLUMN TIES SLABS (# 11 AND SMALLER) 3" 2" 1 1 /2" 2" 1 1/2" 3/4" 20. CONCRETE CURING: TYPICALLY REQUIRED FOR 10 DAYS. MASONRY: 1. MASONRY UNITS SHALL BE TYPE II, GRADE N-1 MEDIUM WEIGHT, SLUMP BLOCK IN ACCORDANCE WITH A.S.T.M. SPECIFICATION C-90, F'm = 2,000 P.S.I., USE OPEN END UNITS AT VERTICAL REINFORCING. 2. ALL VERTICAL CELLS SHALL BE GROUTED SOLID IN LIFTS NOT EXCEEDING 8' -0" IN HEIGHT. 3. VERTICAL BARS IN MASONRY UNITS SHALL BE TIED OR OTHERWISE FIXED IN POSITION AT INTERVALS OF NOT LESS THAN 4'-0" AND AT TOP AND BOTTOM. 4. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF VERTICAL CELL GROUT LIFTS WHICH ARE MORE THAN 4' -0" IN HEIGHT. 5. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT 1 1 /2" BELOW THE TOP OF THE UPPERMOST MASONRY UNITS. 6. MORTAR SHALL BE TYPE S PER CALIFORNIA BUILDING CODE TABLE 21-A WITH A 28 DAYS COMPRESSIVE STRENGTH OF 2,000 P.S.I. 7. REINFORCEMENT WELDING SHALL COMPLY WITH A.W.S. D1 .4 (LATEST EDITION). NO FIELD WELDING OF REINFORCING BARS, U.N.O. 8. ALL HEAD JOINTS SHALL BE FULL BUTTERED OR OPEN END MASONRY UNITS SHALL BE USED. 9. GROUT SHALL CONFORM TO TABLE 21-B. A MIXTURE OF CEMENT, SAND, PEA GRAVEL AND WATER WHICH WILL COMPLETELY FILL ALL VOIDS IN THE WALL AND DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. 10. REINFORCING STEEL A.S.T.M. A-615, GRADE 60. SPLICE IN REINFORCEMENT SHALL BE LAPPED 48 DIAMETERS MIN. 11. ALL VERTICAL WALL REINFORCEMENT SHALL BE DOWELED TO THE FOUNDATION WITH THE SAME SIZE AND NUMBER OF BARS AS SHOWN IN THE WALLS. 12, PROVIDE ONE INCH MINIMUM GROUT COVER ON ALL BOLTS AND PLATES. 13, HORIZONTAL REINFORCING SHALL BE PLACED IN BOND BEAM UNITS. 14. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED. REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE U.B.C., AND THE "MANUAL OF STANDARD PRACTICE" BY THE C.R.S.I. OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. 2. REINFORCING BARS SHALL CONFORM TO A.S.T,M. A-615, DEFORMED GRADE 60, EXCEPT #3 BARS MAY BE GRADE 40. REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO A.S.T.M. A-706, DEFORMED GRADE 60. 3. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.S.T,M. A-706 WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO U.B.C. STANDARD 19-1 AND STRUCTURAL WELDING CODE REINFORCING STEEL BY A.N.S.I. / A.W.S. D1 .4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 90 K.S.I. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL. 5. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A-185, AND SHALL BE LAPPED 1 SPACES AND 12'' MINIMUM. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE LAPPED WITH THE SAME GRADE, SIZE, SPACING AND NUMBER AS THE VERTICAL REINFORCEMENT, RESPECTIVELY. 7. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 8. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS BETWEEN TWO LEVELS, UNLESS NOTED OTHERWISE. 9. SLAB ON GRADE REINFORCING SHALL BE POSITION AT MID-DEPTH, UNLESS NOTED OTHERWISE. 10, PROVIDE #3 SPACER TIES AT 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING BARS IN PLACE, U.N.O. 11. ALL REBAR SIZES ON THESE DRAWINGS ARE IN POUND -INCH UNITS. SEE TABLE FOR METRIC EQUIVALENT. 12. PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING, BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT BE REQUIRED. A.C.I. #6 312 POUND -INCH BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 DESIGNATION METRIC BAR SIZE DESIGNATION #10 #13 #16 #19 #22 #25 #29 #32 #36 #43 #57 Summary of Special Inspection .--,~~----------~ 1 Concrete 2 Bolts installed in concrete 3 Concrete moment resisting space frame 4 Reinforcing steel and presiressing steel 5.1 All structural welding 5.2 Weld lasting ductile moment-resisting steel frame 5 . .3 Welding reinforcing steel 6 High-strength bolting 7 Structural masonry 8 Reinforced gypsum concrete 9 Insulating concrete fill 10 Spray-applied fireproofing 11 Deep foundations (piling, drilled piers & caissons) 12 Shotcrete 13.1 Verify soil conditions ore substantially in conformance with the soil investigation report h.3.2 Verify that foundation excavations extend to proper depth and bearing strata 13.3 Provide soil compaction test results, depth of fill, relative density, bearing values 13.4 Provide soil expansion test results, expansion index, recommendations for foundation, on grade floor slob design for each building site 14 Smoke control system 15 Special coses (describe) 16 Off-site fabrication of building components 17 other structural inspections as required by designer No. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, LOCATION, REMARKS, ETC. Design Strength 1 2 CONCRETE {ALL CONCRETE, U.N.O.) ALL BOLTS INSTALLED IN CONCRETE F'c = 4,000 P.S.I. 4 PLACEMENT OF REINFORCING STEEL AT CONCRETE 7 STRUCTURAL MASONRY F'm = 1,800 P.S.I 13.1 SOIL ENGINEER TO VERIFY CONDITIONS AND DEPTH OF FOUNDATIONS AND PROVIDE COI.IPACTION REPORT 13.2 13.3 13.4 a. The special instructions listed ore ln addition to the called inspections required by section 108 of the U.B.C., as amended. Special inspection is not o substitute for inspection by a City inspector. b. Continuous inspection is always required during the performance of the work unless otherwise specified. When work in more than one category of work requiring special inspection is to be performed simultaneously, or the geographic loca1ion of the work is such that it cannot be continuously observed in accordance with the provisions of U.B.C. section 1701.8.1 It is the agent's responsibility to employ a sufficient number of inspectors to assure that all the work is inspected in accordance with these provisions. c. The special inspections must be certified by the City of Newport Beach to perform the type of inspection specified. Exceptions: 1. Soils inspections by the soils engineer of record. 2. Smoke control system, by the mechanical engineer of record. J. When waived by the building official. d. It is the responsibility of the contractor to notify the day prior to performing any work the requires special inspection. special inspector or inspection agency at least on working e. Specially inspected work that is installed or covered without the approval of the City inspector is subject to removal or exposure. S-1 C-3368 The Keith Co111panies TK..C APPROVED ,. t----t----+---------1-----1~-A ~ .,..,l·· / BUCK GULL y WASTEWATER 2955 Red Hill Avenue, Costa Mesa, CA 92626 (714) 540-0800 1---+----+--,,----------l----l urLITIV EER RCE 46214 PUMP STATION REHABILITATION I 2 04 11-.fS /5\ RECORD DRAWIN& DATE "::> -<>'l> -0 -i... STRUCTURAL NOTES -1 i-D-ATE~_s_v--'--____ 0E_sc_R1P_11_0N ____ __J__AP_P'D_. -l--o-Es_1GN_E_D _:_J.L_.o----1--D-RA_WN___:_:5·M~.=-L_j CITY OF NEWPORT BEACH S -519 0-S REvisioNs CHECKED o.R.o DATE s/0/02.. PUBLIC WORKS DEPARlMENT SHEET 7 oF 29 75 , ""6 -c:: !l C \PIPE TO BE Cl ENi SLEEVE BY 1 /2'' ALL AROUND z o- 1---0 (J) w w OG D... ::iz [l... [l... l-o 0 WO z (DLL. ' :z <D -:::. 6"¢ PIPE MAX. 2-#3 PIN EA. FACE #4 @ 12" SLEEVE SLEEVE__/ / 6" 6" --v CONC. FILL TO BE IN PLACE~ BEFORE FTG. IS POURED. PLACE SAME WIDTH AS FTG. AND FULL WIDTH OF PIPE TRENCH PIPE AT FOUDATION WALL (PIPE IS MORE THAN 2' -6" BELOW FINISH GRADE AND PASS THRU FOUNDATION WALL.) TYPICAL PIPE THRU FOOTING REINFORCING SHALL MATCH FOUNDATION REINFORCING MIN. FOOTING DEPTH-~ "D" MUST BE MAINTAIN ~ POINT OF THE STEPPED FOOTING, AS INDICATED ON THE PLAN /736d LAP 2'-0" MIN. TYP., er: N _j (_) "st w N (l' 9" MIN. NOTES: 1. INSIDE DIAMETER OF SLEEVE TO BE 2" LARGER THAN OUTSIDE DIAMETER OF PIPE 2. SLEEVES SHALL BE NON-CORROSIVE, FILL VOID W/ OAKUM AT EA END. 3. IF PIPE IS IN PLACE PRIOR TO POURING CONC. WRAP PIPE WITH 1" GLASS WOOL INSULATION BEFORE POURING CONC. IN LIEU OF SLEEVE. 1 /8" MIN. 1/4'' MAX. LO -........ ' z m -:::. FOOTING PIPE BACK FILL: 1 '-6" MIN. NO EXCAVATION FOR PIPE TRENCH PARALLEL TO FTG BELOW THIS LINE ADJACENT POURS MUST BE MADE 8 HOURS APART FORM WITH "BURKE" PLASTIC ZIP STRIP JOINT OR EQUAL, OR SAWCUT WITHIN 24 HOURS OR SLAB POUR WITH JOINT SEALANT SPRAY W/ BOND BEAKER COMPOUND AFTER FORMS ARE REMOVED N :;;; ------------l-'------------1-~ ... :::. 3" CLR. t-[ f------------------, 2x RISE, MIN. NOTES: -CORNER SHALL MATCH HORIZ. . INTERSECTING BARS WALL REINF. TYP. 36 DIA. LAP 2'-0" MIN. (' ' I • -/ ' ~ 17 ,-/II • ~ > / I ----- T --.-) 7 / / 36 DIA. LAP • 2'-0" MIN. " , . ' 2 VERT. 2 VE RT:-----' BARS BARS \ ~ INTERSECTION END N.T.S. 1 TYPICAL CONCRETE WALL/FOOTING REBAR 3/4" /EDGE EA. SIDE W/ / 1 /8" RADIUS CONT. JOINT SEALANT REMOLDED WITH EXPANSION MATERIAL 1/2" EDGE EA. SIDE W/ 1/4" RADIUS / 1. STEP FOOTING WHERE SHOWN ON PLANS, AND AS REQUIRED TO MAINTAIN MINIMUM FOOTING DEPTH BELOW GRADE, AND AS REQUIRED TO ACCOMODATE PIPES PER TYP. PIPE TRENCH DETAILS 1:4 SLOPE-~ 8" 8" 2. REINFORCING TO MATCH SIZE AND SPACING OF FOOTING REINFORCING. TYPICAL STEPPED FOOTING OPENING FOR PIPE, 1 '-0"iil MAX #4 0 EA. FACE ~ N.T.S. NOTE: CAST PIPE IN-PLACE, OR GROUT INTO PLACE #4 x 3'-0" EA. FACE, EA. WAY 3 WEAKENED PLANE JOINT (W P.J.) TYPICAL SLAB JOINTS ,. ' -< ' ' V _J (l' 0 ' :::i ' --< ' • 6L 1 ~ -< ' "d" VE RTICAL NF. REI RE TIE P. /~ OWL OR BAR CONSTRUCTION JOINT (C.J.) BAR TENSION LAP "Lt" (IN.) SIZE F'c=3,000 P.S.I. F' c=4,000 P.S.I. #3 16 24 #4 21 24 #5 27 24 #6 32 28 #7 37 32 #8 45 39 #9 57 49 #10 72 63 # 11 89 77 F'y = 60 K.S.I. NOTES: COMPRESSION LAP ''Le" (IN.) 8 1 1 14 16 19 22 25 28 31 EXPANSION JOINT (E.J.) 1. ALL VERTICAL REINFORCING FOR COLUMN, PIERS AND WALLS SHALL BE DOWELED AS SHOWN, UNLESS NOTED OTHERWISE. 2. DOWELS SHALL BE THE SAME GRADE, SIZE, QUANTITY AND/OR SPACING AS VERTICAL REINFORCING. 3. WHEN "Le" OR "Lt" IS NOT SPECIFIED ON DRAWING, USE TENSION LAP ''Lt" N.T.S. CORNER ~ / ~1 VERT. 36" DIA. LAP / BARS 2'-0" MIN. / / , .. • . / / 36 DIA. LAP 2'-0" MIN. • 1 VERT . BARS 2VERT~ BARS INTERSECTION PLAN VIEW SLAB PER-~ PLAN 1 \ DIAMETER OF ROUND OPEN'G 2' -0" MIN. 6'-0" MAX. 2-#4 TYP. PLAN VIEW ....... END -- X :z >< -<{ :::. :::. ::0 0 I I ~N -r:.o #4 TYP. 4 TYPICAL OPENING IN SLAB-ON-GRADE N.T.S. 2 N.T.S. 5 S-2 TYPICAL PIPE THRU WALL N.T.S. 6 VERT. REINF. TENSION & COMPRESSION LAP SPLICE N.T.S. 7 ' C-3368 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGRQUtl) SERVICE ALERT OF SOUTHERN CALIFORNIA J_ VI\~ SIMON WONG ENGINEERING °'\ 1/ \ 1/ \ STRUCTURAL AND BR/DG£ £NG/NffRS 9968 Hibert Street, Suite 202 San Diego, CA 92131 (619) 566-3113 The Keith Companies TK...C 2955 Red Hill Avenue, Costa Mesa, CA 92626 (714) 540-0800 1.2..04 RFS DATE BY APPROVED RCE 46214 BUCK GULLY WASTEWATER PUMP STATION REHABILITATION 5 RECOR.~ DRAWING DATE ':> -O';!,-o"t,_ TYP. STRUCTURAL DETAILS -1 DESCRIPTION APP'D. DESIGNED JLO DRAWN S.M.L CITY OF NEWPORT BEACH s-S-/ '10-S 1--__J_ _ _L __________ _L__+-~~--------, REVISIONS CHECKED DR D DATE 5/B/02. PUBLIC WORKS DEPARTMENT SHEET 8 OF 29 C s: II -., Cl. "'i cl 0 <tj- ' 2-#5 VERT J • / / / / BAR / // / OPEN END / BLOCK, TYP. V / / I/ / / / / , _L_ / / / / , / I i\ I/ , I/ r < V V / / / > / / / . / A / / v'7= / / z ::;; / , "\ / BREAK FACE SHELL <.D I / FOR FLOW OF GROUT . / -/ / TYP. , • INTERSECTION 40d LAP 1'-6" MIN. 12" 90' BEN / / / / ,; v ' lj I/ . ,, I; I/ 30" ~DWL TO MATC-;-7 HORIZ. ,, I I / / / ,, I V / I/ / / / , • C ,, , v ~2-#5 VERT BAR, MIN. CORNER T E D AL. B N 40d LAP ll'/2-#5 VERT 1'-6" MIN. A BAR 7 2-#5 VERT ~ /OPEN END ,, I ✓ ' BLOCK, TYP. BAR 30" / , ,. r7 "/ / / / r:....L / / / , / / / , " v / I; • • ? V z "" IIT \ , / I; I; _v / / / / T7 / / , / , / LL.. • \_BREAK FACE SHELL <D I , , , I/ . -,, / V V / / / FOR FLOW OF GROUT ,j v / I/ TYP. • INTERSECTION CORNER TYPICAL MASONRY REBAR PLAN VIEW 30' -0" MAX. U.N.O., TYP. (NO CONTROL JOINT WITHIN 4'-0" OF BM. SEAT) JAMB BAR, TYP. TYP. CREATE AN UNBONDED 2'-0" SECTION FOR THE CHORD REINF. BY WRAPING THE BARS W/ TAP OR OTHER SIM. METHOD. / NEOPRENE CONTROL-- JOINT, CONTINUOUS VERTICALLY CONT. CHORD REINF. 2-#5 JAMB _ _,, BAR, TYP. • • ~-CAULKING SEALANT EACH SIDE W/ BACKUP ROD #3 PIN @ 24" O.C., TYP. 16" ~-STOP EVERY OTHER HORIZ. BARS EACH SIZE OF JOINT, EXCEPT CHORD BARS ~---MASONRY WALL --------'0 ~----TYP. REINF. N.T.S. 1 TYPICAL MASONRY VERTICAL CONTROL JOINT N.T.S. 4 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A OIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF' SOUTHERN CALIFORNIA. /!_ 'Vf\\Jr-SIMON WONG ENGINEERING '( 1/ \ f 1 STRUCTURAL AND BRIDGE £NG/N£ERS 9968 Hibert Street, Suite 202 San Diego, CA 92131 (619) 566-3113 (EXP. 12/31 /02) DC 0 ~ 1tro 00 '-.. '-.. en en --SOLID GROUTED TYP. TYPICAL MASONRY WALL COURSE BETWENN BOND BEAM UNITS OPEN END BLOCK BOND BEAM UNIT TYP. • ~-SOLID GROUTED TYP. TYPICAL BOND BEAM COURSE NOTE: SINGLE CURTAIN OF REINFORCING AT 8" CMU. DOUBLE CURTAIN OF REINFORCING AT 12'' CMU TYPICAL MASONRY COURSING EPOXY ANCHORS 1. ADHESIVE ANCHORS SHALL CONSIST OF "ALL THREAD" OR DEFORMED REBAR WITH NUT, WASHER AND ADHESIVE. 2. THREADED ANCHOR RODS SHALL BE MANUFACTURED FROM: N.T.S. SAE 1018 MEETING THE MECHANICAL REQUIREMENTS OF ASTM A307, GRADE A APPLICATION 3. REBAR SHALL BE GRADE 60 OR OTHER APPROVED MATERIAL REBAR SHALL BE DEFORMED AND CAN BE COATED OR UNCOATED. 4. THE ADHESIVE SHALL BE A TWO COMPONENT, HIGH STRENGTH, LOW DEFLECTION CERAMIC FILLED EPOXY AS SUPPLIED BY ITW RAMSET/RED HEAD IDENTIFIED AS EPCDN CERAMIC 6 (ICBO #4285), COVERT EPOXY (ICBO #4846), HILTI HIT HY-150 (ICBO #5193) OR EQUAL. INSTALLATION: ADHESIVE ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH CARBIDE BITS CONFORMING TO ANSI B94.12-1977. ANCHORS SHALL BE INSTALLED PER SPECIFICATIONS AND THE MANUFACTURERS PROCEDURES. • • ; • '. • • AT a • EPOXY ANCHOR OR REBAR EMBED AS INDICATE ON PLANS OR 12d CONC TYPICAL EPOXY ANCHOR/DOWEL '"'al' ESS / ..,s L 0,?; The Keith Companies TK..C N.T.S. 2 MANUF. GRATING FRAME W/ MITER & WELDED CORNERS NOTE: REINFORCING NOT SHOWN. EMBEDDED L2x2x1/8 W/ 1/2"¢ x 6" NELSON STUDS @ 18' O.C. START 6" FROM EACH END, TYP . SUMP PIT GRATING N.T.S. 3 #4 @ 12" o.c. EA. WAY. ROUGHENED -~ JOINT 3/4" CHAMFER, TYP. • . ' ...;- NOTES: VERIFY SIZE & LOCATION W/ MECHANICAL CONTRACTOR • • • • #4 @ 12" O.C., TYJ • 1 . CONTRACTOR SHALL POUR PADS SEPARATELY FROM FLOOR SLAB AT PADS ON STRUCTURAL FLOOR . 2. EQUIPMENT ANCHORAGE EMBEDIMENTS ARE UNIQUE TO EACH PIECE OF EQUIPMENT, AND ARE NOT SHOWN IN DETAIL ABOVE. TYPICAL PUMP PAD DETAIL N.T.S. 6 S-3 C-3368 APPROVED BUCK GULLY WASTEWATER PUMP STATION REHABILITATION a. CE 4605 2955 Red Hill Avenue, Costa Mesa, CA 92626 (114) 540-0800 1·2:04 RFS 5 RECORD DRAWINGr DATE ::>-O'S -o-z... TYP. STRUCTURAL DETAILS -2 EXP, 12-31-02 C/V\\. OF CN .. I' DATE BY DESCRIPTION APP'D. DESIGNED JLO DRAl\tJ $.M.L CITY OF NEWPORT BEACH s -')I~ 0 -s. I--__J _ __j ___________ ____L_--1-------+------I REVlsioNs CHECKED DRO DATE s/e/02. PUBLIC WORKS DEPARTMENT sHEET 9 oF 29 'v -., $ ~ ., ~ ' ' . <:: ~ • l ' IN FILL CONCRETE----, FULL HEIGHT, TYP. \ \ AT 12." VERTICAL <i. TO (ic DRILL AND EPOX'r DOWE[S W/HILTI HSE 2421 EPOXY (ICBO ER 5605) ~ ~ ◄= "" --I SCALE: 1" == 2' 30" /I #5 ~30"@ CORNER BARS, 8" O.C. TYP. / I / , ' V 1 \EMBED 5", TYP.W "1.-------1--------1--I '87 IMPORTANT NOTICE 0 _J _J _J<i:: :';; 3 Ow r:St::i :: O:'.'.: 0::: 0 U I LL Z <D 00 u 1/) 0 f-0:: :::;;o _J 0:: w f- I ' + I ~I. 0 B' I -0 - I .. :-:: __ ., __ f'-· -• • I 2'-8" TYP. -8'-0" LIFT ST A TION FOUNDATION PLAN ® ___,,,.-----,--------------1 A SCALE: 1 /2" = 1'-0" DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG /I_ VI\~ SIMON WONG ENGINEEfilNG , '/ , '/ 1 STRUCTURAL AND BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 San Diego, CA 92131 (619) 566-3113 I I / 2-#5, BUNDLED T&B AT EACH SIDE OF OPENING, TYP 2-#5 T&B r SEE SHEET S-5 \ \ L-----i.~====~~_J \ L 1-#5, T&Bx4'-0" LONG______,,,/ DIAGONAL, TYP. APPROVED I '------2-#5, BUNDLED T&B AT EACH SIDE OF OPENING, TYP f-I (_') z w _J (_') z f-0 0 LL. S-4 C-3368 ,c_· 0\'E~~/, The Keith CD rn pan i es l.....,,.jc BUCK GULL y WASTEWATER ~--; I ■""'..! l-----l~~~~RC~E "'462"'14 PUMP STATION REHABILITATION 3 No. S3838 l·l·ot RFS 5 RECORD DRAWIN<i \i 2955 Red Hl1/ Awinue, Costa Mesa, CA 92626 (714) 540-0800 3 RFS ROTATED HATCH, REDESIGN BEAM DATE ~.c,~ .o't-STRUCTURAL PLANS SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFlCATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE'.' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE ~• EXP. 12-31-02 tlL ~{{_6~rcr,T•~~ 1!/u-;l~r.. i-□-A_TE~s_v~ ____ o_Es_cR_1P_TI_oN ____ ~~AP_P_'o.--+-ccoE=s1=GN=ED J.L.O. DRAWN S.M.L. CITY OF NEWPORT BEACH 5_ 51Cf O-'3 DONALD R. ORIE S.E. 3838 (EXP. 12/31/02) -~ ,.._ /I REVISIONS CHECKED DJ?.O DATE 5/8/02 PUBLIC WORKS DEPARTMENT SHEET 10 OF 29 ■-=============================::::::_ _______ ---1..■■=::::..:..■=:.::::.:..::=■■--■■■=:~.::=:......_...L_::::::._...1,_..!'..!..'..---■■=. _______ L_ ____ ===-------1.:...::.__~L....::;~l......!::~~~~:!.'......J~~~ ' YOU DIG. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA (U 0 C, (U "' OJ CENTER TYP. SEE GI0 FOR TYPICAL EPOXY DOWEL EMBED 5" \ ti:' DRILL AND EPOXY #5 DOWELS x 2'-o'' @ 12" O.C. (INVERT SLAB ONLY). EMBED 5" SEE @ roR TYPICAL EPOXY DOWEL ~PUMP Pill PER@IYP. _5~-AL~~-1/_2"_=~--l-.. A_T_IO_N_S_E_C_T_IQ_N ____ ® IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE'.' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1 -800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAf.JFORNIA 1... V/\\JFI SIMON WONG ENGINEERING '\ I \ I ;\ STRUCTURAL AND BRIDGE £NGINEERS 9968 Hibert Street, Suite 202 San Diego, CA 92131 DONALD R. ORIE S.E. 3838 (619) 566-3113 (EXP. 12/31 /02) /~RETAINING WALL & // FOOTING SEE CD \J3} #5 X ~~" O.C., TYP. 30" ff' C.M.U. WALL f'm = 1,800 PSI SOLID GROUT ---------------------- 8" TYP. W/#6@16" O.C. VERT. & #5@2Lf' O.C. HORIZ. SPECIAL INSP. REQ'D #3 TIES @a" O.C. SLOPE TO DRAl'N SEE MECH. PLANS I 1 I ·._ r~~~'lo \ #5@8" O.C., EA WAY, T&B, TYP.-1// #5 x ~" o.c., TYP. / I 2" CLR., TYP. SUBDRAIN 'lo I I") f-'. X w DC _J <{ _J m <i: w;,< DC 0 "' f--~ 30" #5 x7 30" @ 8" O.C., TYP. TRIM TOP TAIL TO FIT ~~ iH---3,.__ #5@8" O.C., EA WAY, EA. FACE, TYP. ---WALL REINF. SUMP PIT GRATING AND FRAME SEE ffi b I 0) I #5@8" O.C. EA. WAY, TYP. \EI} s~-~~-;.-=~-.J-A T_I_O_N_S_E_C_T_IO_N ____ ® The Keith Companies -rK.C 2955 Red Hi/! Avenue, Costa Mesa, CA 92626 (714) 540-0800 ROTATED HATCH, REDESIGN BEAM l--"'==''-l------1---- DATE BY D ES CR IP TI D N REVISIONS 8-5 C-3368 APPROVED BUCK GULLY WASTEWATER RCE 46214 PUMP STATION REHABILITATION DATE ">-o~ -o'l-STRUCTURAL SECTIONS APP'D, DESIGNED J.L.O. DRAWN S.ML CITY OF NEWPORT BEACH S_:5/90-S (,jECKED D.R.O DATE 5/8/02 PUBLIC WORKS DEPARTMENT SHEET 11 OF 29 7 • • ' 0 I (D ~---------,----.------,,.., . • . I, / c-'-JV / I/ / / / V / I/ / / / / / I/ / / I/,\_._ J/ V l/i--------r-1 8" C.M.U. WALL f'm = 1,800 PSI SOLID GROUT V I/ SPECIAL INSP. REQ'D I/ / V ~---t-:::;=,: -----,/#6 x j@ 16" O.C. VERT. ~6~ W/#5@24" O.C. HORIZ. V V V I/ I/ I/ I/ I/ I/ I/ I/ I/ I/ I/ ,l--H;=, . ,. I I/ I/ I/ I/ I/ C> -----H+--#5 AT ~- ' 1 O" RET. WALL SUBDRAINAGE SEE MECH. PLANS HOOK, CONT. ~ EXISTING DRY WELL VAULT RETAINING WALL SECTION - A IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. - . DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUJ.I) SERVICE ALERT QF SOUTHERN CAUF0'1NIA -MORTARC~ / ' --------------'k- ';,, . 8" C.M.U. WALL f'm = 1,800 PSI SOLID GROUT SPECIAL INSP. REQ'D l / • / I/ / I/ / 1-------vl/ L_ ....J / V V / / / ~-1/ I/ I/ / / /~J_/1/ ------? I/ ~ / / #6 x I @ 16" o.c. VERT. ----< :_J / ~JI/ 2'-6" CENTERED IN WALL & #5@24" O.C. HORIZ. • • . ► / ,/ / • • cc, ► . . . ► , 3'-0" / I/ ,<. / I/ I -r-I/ V I/ I/ I/ I/ ~· -v I/ v I/ ? v / I d RETAINING WALL SECTION B J_ wf\\JF'-SIMON WONG ENGINEERING \ 1 " 1 1 STRUCTURAL AND BRIDGE ENG/NffRS 9968 Hibert Street, Suite 202 Son Diego, CA 92131 (619) 566-3113 ("}_ -~ ~-":' 1 0~ JAwf.S L. ORIE C.E. 46059 (EXP. 12/31 /02) I /F.G. #5@12" O.C. EA. WAY, T&B ' 0 ~ 12 (D ' -tj- 1 N ' v I The Keith Companies TK..C 2955 Red Hiff A venue, Costa Mesa, CA 92626 (714) 540-0800 APPRO, y A.A .//_ l---+--+-------------+---1 UJUTIES 9fGINEER RCE 46214 S-6 C-3368 ' BUCK GULLY WASTEWATER PUMP STATION REHABILITATION I 20+ RFS l/5\ RECORD DRAWINq DATE s -O°&-O'L STRUCTURAL DETAILS DESCRIPTION APP'D. DESIGNED J.L.O DRAWN S.Jv\.L CITY OF NEWPORT BEACH S-5/ "(O-s 1---~-~------------'---+~~--1------ R EV IS IONS CHECKED D.R O DATE 5/8/02. DATE BY PUBLIC WORKS DEPARTMENT SHEET 12 OF 29 -' ... J STANDARD SYMBOLS -GENERAL SYMBOL /_,----QUANTllY, WHEN SHOWN ~~ ----FIXTIJRE U'TfER, 2 ( 1 ~n) Tffc"--=EE SCHEDULE \ ___ ,,, -DESCRIPTION, \, OPTIONAL ' '---FllITlJRE TOTAL W/\TTS ,,,--PLAN OR DETAIL 1 -)_,---LETTER/NUMBER I I~ I TYF -~, ,,E,,A, '--OPTIONA.L " DESCRIPllON ~ LOCI\IEI) ON SHEC:T /,l t/'70~ (!~-l'LiiJ/D•-lhlL TIT _E :17 \ E SChLE -~-- '-_ '] / ,,_ ~ '•,,~ REFEREMCE FROM SMEET fl I .6-205 0 /-\I/IRE SIZE /// ,--EACH SLASH fr 18 i ,P,/ INDICATES 1 #12 ~C::-\I/IRE UNLESS \_ MODIFIED CONDUIT SIZE PER PlAN, If NO SIZE IS GIVEN, SIZE PER CHAPTER l:IGHT, N,E,C, / PANEL DESllNATIO.l '--, -~ L2-1,3,512A / L INDICATES COMMA INDICATES _j SEPARATE COMMON NEUTRAL NEUTRAL DESCRIPTION UGHTING FIXTURE SCHEDULE CALLOUT PLAM OR DETAIL CALLOUT TITI£ UNDER PLAN/DETAIL SECTION OR VIEW CALLOUT GENERAL OR SPECIFIC NOTES PERTAINING ro ONE SHEET /PLAN PLAN CAU.OUl fOR PLAN NOTE EQUIPMENT NUMBER CALLOUT CONDUIT NUMBER CALLOU'f, SEE CONDUIT SCHEDULE ROOM NU~BER PER ARCHITECTURAL l'LAN IIIISCEL!JINEOUS CALLOUT PER !'LAN CONDUIT AN!l WIRE (SOLID LINE) CONCEAL IN WALLS Oil: Al30VE CEILING lJNDERGROUNO CONDUIT SURFACE MOUNTED CONDUIT CONDUIT TERMINATION OR DIRECTION CHANG[ HOMERUN PER PLAN CALLOUT -------------------------------------- STANDAF~D S1/~~BOLS LIST --SINGLE UNE DIAGRAMS SYll4£10l DESCRIPTION @ $-(M) lJTIUTY !AETIHl, 20011 OR LESS, 400A OR MORE, RES!'ECTI\/El V Q!AS'¼.__ ) --PHASE IMDICAfOR CIRCUIT BREAKER r "'" I ,,_ CONTROL INTERFACE j MODIFIER ~ / BUSSMAN FUSE flJSE!l SWITCH / TYPE KTNR • /~ SlARrER SIZE ~,--T RV<, ',-s fl\RTER --wPE ~ rum IN lllEVIC[ * POWER TRAMSFORMER c~f--® POlENTIAL IRANSftl~MER !'--El CURRENT TllANSfORMER E j MAIN lliSCONNEC1f GROUND FA!JlT DEVICE ~ _•:lo j Al[ffOMATIC TflAl\!SfER SWITCH ,-----, ~~-I --- I 0 ~ GEl~ERATOR L _____ j ~ l(llOWATIMETER I ..... --, ~J !JIGITAL METERING IJE\IICE TYPIC/\l_ S\11/iTCHGEAR LO/\DS @ /_,,-EQUIPMENT LOIIJ) MISC[LLAHEOUS LOAD • / //-EQUIP !~UMBER, \ ,~ ,--/ PER MECH, OWNER, ) M-z -OR ARCHITECT ( TYPIGAl. CllllOIHS !Ii ----CONTROL DIAGRAM > BELOW All ,,;, ' CONTACT REF, \ l(lA[lS •~ij! ~ EQUIPMENT )' UESCRIP flON @._-MOTOR lOAO r,;;;;i '~ MOTOR HORSEPOWER ~ P11Cl<AGE UNIT LClAD (MECHANICAL) r~ ----EQUIPMEl\ll NUMBER cr~--PANEL 0Es1GNAr1011i PANEL LOADS --9-LIGHTING U:JADS ~ s MEATING UJADS ------------- --------- 't'.\ • I I ; I l;JJ,) ::Ti :; -•,,;.:; / 8.)' .. i 0 •/ 1"/''i D ,,,, if {► I (\ j _ __() - STANDARD S'{MBCJLS --CONTf~OL - _D_[S_CR_IP_TIO_N ___ ~-I SYMBOL DESCRIPTION MOTOR, Ill ::: HP 111:LAY COil SOLINOID \/AlVE IN!JICATOR UGHT I\LC. ltO. CONTACTS CONTROL POWER TRANSFORMER GOMPU1IR INTERFACE I-IAND-Off~AUTO SWITCH 2 fOlE, 3 POLE CIRCUIT BREAKERS 2 f'ClLE, 3 POlt SWITCHES NJ),, N.C. SWITCH LIM IT SWITCH PUSHBUTTON roor SWITCH l"RESSURE SWITCH TEMPERATURE SWITCH !'lOAT SWITCH TIMER SWITCH flOW SWITCH _J~IDiCATOR LIGHT COLORS A AMBER B BLUE G R w GREEN RED WHITE STANDARD SYMBOLS l_lST PROCESS DIAGRAMS l'JESCRIPTION INTERLOCK VALVE FLOW METER COMPLIER INTERLOCI< Ct'ilC, CilSCRlr'TIOl,I iMJT SHJWN) ID // (NOT SHOWN) - DEV CE n°SCRIPTIDfl i}ICT SHOV/N) ID ii (NOT SHOWN) _c-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-__:: _____ ~ SYM80L [J DESCRIPTION CE'IIC, DESCRIPTION (NCT SI IOWN) ID # (NOT SI-IOWN) Df'liC, DcSCRIPTIOl,J (NCT SHCWN) ID # (NOT SHOWN) PANEL MOUNTED DOUBLE LINE AUXILLARY LOCATION IWUNTED BEHIND P,~NEL STANDARD SYMBOLS -POWER & LIGHTING SYMBOL ,,~-SHADING INDICATES ~ NIGHT LIGHT CKT ~ ~~-SWITCHING PER 7"ab_,.,,-~ T-24 REQ'S d-------SLASH INDICATES -;p DIMt.lER SWITCH IQ] ~ ---SHADING INDICATES @'"" DIRECTION OF SIGN FACE lea ,_. tf,,(,,,,.--LOCAL OR REMOTE '.,_,-' HEADS PER PLAN AND BATTERY PACK 2 \ I 9 ~ l-J -~, ~ ~ , ff 1-]> ' t? □ n //-STARTER SIZE 1811_,, 121 [;] Ql □ L Ill □ IQl co [ill ® = " DESCRIPTION STANDARD SURFACE. MOUNTED FLUORESCENT f'IXTURE a SWITCHES 2 LAMPS, b SWITCHES 1 OR l LAMPS PER rlXTURE SWITCH, 20A, 1 P, PER EACH LETTER, EACH IN SINGLE GANG BOX FLUORESCEilT STRIPLIGHT PER FIXTURE SCHEDULE RECESSED INTERIOR OR EXTERIOR DOWNUGHT, RESPECTIVELY EXIT SIGN RECESSED DIRECTIONAL EGRESS LIGHT EMERGENCi' EGRESS LIGHTING WITH OPTIONAL BATTERY PACK WALL MOUllffED FIXTURE, PER SCHEDULE F'LOOD UG:~IT OR TRACK FIXTURE PER SCHEDULE STANDARD PARKING LOT FIXTURE PHOTOCElll BEACON STANDARD DUPLEX OR QUAD RECEPTACL!: SPECIAL RECEPTACLES AS NOTED ON PLAN DISCONNECT SWITCH, rUSED PER lLL NAMEPLATE RATING COMBINATION STARTER AND FUSED DISCONNECT SWITCH STARTER OMLY PUSHBUTTON STOP /START J BOX NON-STANDARD J-BOX (J) OR PULL BOX AS NOTED ON PLAN EXPLOSIONPROOF SEAL (EYS TYPE) SURFACE MOUNTED OR RECESSED PAN[~ PER SCHEDULE PUSHBUTT1CIN DOOR BU2:ZER FLUSH FLOOR (F) BOX OR MONUMENT PER PLAN SPECIAL ~IEVICE PER PLAN SPECIAL DEVICE PER PLAN TELEPHON[ BACKBOARD PER PLAN STANDARD SYMBOLS LIST ABBREVIATIONS 1::;ENERAL ELECTRICAL NOTES A /\MPS AC1 AIR CONDITIONER # Aff ABOVE FINISHED FLOOR AIC AVAllABLE INIERRUPTING CURRENT AL ALARM ARCH ARCHITECTURAi ASC AMPS SHORT CIRCUIT ATS Al/TOMATIC TRANSFl:R SWITCH BKBD BACKBOARD BKR BREAKER BLDG BUILDING CAB CABINET CB CIRCUIT BRE/\l(ER CCTI/ CABLE TELEVISION Cl(f CIRCUIT CL CLOCK CLF CURRENT IJMITING FUSE CLG CEILING CONN CONNECTION CP1 CONTROi _ PAN£L // D DATA CUTI.ET DIA DIAMETER fJN IJOWN Dl'IG DRAWING EDF ELECTRIC DRINKING FOUNTAIN EF1 EXHAUST F/\N # ELECT F,LECTRICAI EIA EMERGENCY ENGR ENGINEER EQUIP EQUIPMENT EWC F.IJCTRIC WATER COOLfR F FA FBO FON Fl FLUOR FUT FVNR F\IR G GFI GND GRD HOA HP HP1 HVAC I IBC INCAND IRR CONT IS J LS LT MAX MCC MCP MECH MFGR MH MIN FLUSH FIRE ALARM FURNISHED BY OTliERS FOUNDATION FLOOR FLUORESCENT FUTURE FULL VOLTAGE NON REVERSING FULL VOLTAGE REVERSING GROUND GROUND FAULT INTERRUPTER GROUND GRAl)E HAND-OFF -AUTO HORSEPOWER HEATPUMP # HEATING VENTILATION AIR CONDITIONING INTERCOM INSTALLED BY CONTRACTOR INCANDESCENT IRRIGATION CONTROllER INTRUSION SWITCH J BOX LIMIT SWITCH IJGHT MAXIMUM MOTOR CONTROL CENTER M~STER CONTROL PANEL MECHANIC1\l MANUFACTURER MOUl'ITING HEIGHT MINIMUM • '' ,-----·-~--· ~----~-~----~-----------~-•• ---..., IMPORT ANT i\!IOTIC[; Sc:::--1::m 4216/4217 OF fHE GOVf:RMlN I COUL R::.QUIHcS A OIGALlR I IOlN 1:FICA -ION NUMBER ~=-ISSUED 8tfCRE A "PERMII 10 UC.AV~.IL" WIL_ BE \/ii.LID. FOR YOUR D,GALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS Bf:cORE YOU DIC. DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORN!ll. "' MISC MSB N N,C, NEC NEMA NIC NL N,O, NTS OH OL p PB PC PKG PLC PLUMB PNL pp PP# PRI PS PT Q1Y R R REC RffR RR RGS ~ISCELLANEOUS MAIN SWITCHBOARD NEUTRAL NORMALLY CLOSED NATIONAL ELECIBICAL CODE NATIONAL ELECTRICAL MFGR'S ASSOC, NOT IN CONTRACT NIGHT LIGHT NORMALLY OPEN NOT TO SCAii OVERHEAD OVERLOAD POLE PULL BOX PHOTOCELL PARKING PROGRAM~LE LOGIC CONTROUiR PLUMBING PANEL PAY PHONE POWER POLE 6 PRIMARY PRESSURE SWITCH PRESSURE TRANSMITTfR QUANTITY ROOF MOUNIEO RELAY RECEPTACLE REFRIGERATOR RELAY RIGID GALVANIZED STEEL RM RSG NI/Al R/W SCE so SDG&E SEC SIM SM SP so SO FT ss ss ~'\VGR TC TELE Tl/ TYP UG UGPS UL UNO UPS WP Wfl XFMR ROOM RIGID STEEL GALVANIZED REOUCEIJ VOLTAGE AUTOTRANSFORMER RIGHT OF WAY SOUTHERN CALIFORNIA EDISON SMOKF DETECTOR S/\N DIEGO GAS & EIICTRIC SECONDARY SIMILAR SURFACE MOUNlED SPECIAL SEE SCHEDULE SQUARE SQUARE FEET SOLID STATE STAINLESS STEEL SWffCHGEAR TIMECLOCI< TELEPHONE TELEVISION 1YPICAL 1 L,2L.., 1 P,2P, .. _ 1 !AMP, 2 :J\MP, ETC 1 POLE, 2 : 'OLE, ETC _INS'IRIJfi[NT RELAY NUMBERS . 2l UNOCRVOLT/1.GE RELAY 4 7 PHASE SlQUENC[ '1El.il'/ I ' THE INIENT or THESE DRAWINGS IS TO DESCRIBE A COMPLETE IIIJD OPERABLE SYST[ij, BRING Alf( QUESTIONS TO IH[ ENGINEERS ATTENTION PRIOR TO BIDDING, 2, PROVIDE GROUNDING \IIHER[ INDICATED OR REQUIRED BY CODE. 3. 1\11 INSTALLATIONS SHALL MEET FUllY WITH ALL THE REQUIREMEIITTS or THE NATIONAL ELECTRIC/ll CODE (N.E.C.) MATERIAL SHALL BF. U.L. LABELED OR LISTED. 4 -WHERE NON-METAWC CONDUIT IS usrn, PROVIOl GROUND WIR[ 5. ALL EQUIP~ENT SHALL BE INSTAllED Prn WNUfACTURERS REQUIREMENTS. PREMISIS SHALL 13£ CLEANED OF DIRT AND DEBRIS, 6, SUBCONTRACTOR SHALL FURNISH FOR APPROVAL SHOP DRAWINGS OF ELECTRICAL EQUIPMENT, MOTOR STARTERS, LIGHTING FIXTURES, AND DE\/ICES PRIOR TO PURCHASE. 7 . ALL CONDUCTORS SH/tl.L BE COPPER 1YPE 'THWN' BELOW GRAl)E AND TIPE 'TI-IHN/IHWN' FOR [XPOSED ANO ABOVE GRADE WORK. B _ FURNISH AND PAY FOR 1~l PERMITS, INCLUDING ElfCTRICAL l/TIIJlY CHARGES AND BUILDING DEPARlMENT PERMIT CHARGES, 9 . COOROINAlE ELECTRICfoi WORK WITH REQUIREMENTS OF OTHER TIRAIJl:S. I o . PROVIDE CONDUIT BEIWEEM THERMOSTATS, AIR CONDITIONING COIITROL PANELS, MOTOR STARTERS, SOLENOID VALVES, AND AIR CONDITIONING UNITS. SEE MECHANICAL DRAWINGS FOR CONTROL WIRE SIZES OR SIZE PER NEC .. 50 INSTAITTANEOUS 0\/FRCU~REMT RHAY I 1 _ IN ADOOION TO WIRING HERE INDICATED, CONTRACTOR SHJ\l.L RE\~EW MECHANICAL AND OTHER DRAWINGS PRIOR TO BID AND INCLUDE All WIRING MATERIALS (INCLUDING REI.AYS AND CONTROL DEVICES) INDICATED THFRON AS PART OF ELECTRlr.AL WORK. UNDERGROUND 51 OVERCURRE~T llELAY UtJIJERGROUND PULL SECTIO~ tJMIIRWRrrrns LABORATORY lJNIFSS NOTED OTHERWISE UIIIINTERRUPTIBLE POWER SUPPLY WEJITHtRPROOF JMJlG/\TQf! _ LlGllT _ @LQR~ . .A AMB[II WRAPPED TRAl~SFORMER 1i'1l1LLEN & ... ASSOCIATES r--~ _INCORPORATED B G " '' w Rl.~rrR!CAL llNG!NllllRS 2 O ,n Project Number -' " 1 0 6 5 ----- 1300 N. Jdfcmon St., Un.it D Anaheim, Cal 92007 (714)6:12-6620 I ; m <a, ,,,,,ce,/cw,, '"" ""'"' nE li•:rnrm oocu1<:rn HERl °'"'""'_ ''ll'~.Rrn_ ·:: NJfll!1Rl7fl TO IJS[ mm. ,\IJD O·L" ro~ TI[ PARIICU..,\R SITT Co [COT(ltl lHRl:Ol 'G~ Y,if1T TIJ\ '1/FRF PRff'A!Wl #fY RF US[ W ""Hl5l uorun\rs It, F,\FT OR W l'I-IJLI :, r:'.HIO(,(,~ 1·1m-nr THE w,m~ CON;E~I or MIJ.lHI ANLI -~'.:'.:ll, :Nl' ,J','L'( ','I.IL'1 1111 Sl IJRAW1'1C) MID ,\C•:m.1rMYf!(, >-'0,JflCAl1DN~ ,'IIF 'I/IT 5CHt-BY u,rnu l) MJL.:.rn. r [, .'K :ll['' ':-Ul[,\OlI ro? cmJSlll:r:n,,:1 !MY IJ3f Of 1Hf3i: )IJ,:d,1ENl5 ON Afr' l'lhH 'illf ":-l 'OR ~w· on-rn f'IIRP~~c c PR-1Hl8111D 8i LM' •--~ . --c··~s;----.~ ::·,,-::,::.:c· ' ' " I ,, j.1 r; ' It-... BLUE r.R· Ff·:,1 ,? "" RED WHrlI ,,.,;:;>· -~-c-5 ~~-::-.~:._~ ,,.,:;;,,• ~1,\h-S ,_011 ~;\ /7,\) '-----......_, '4f '\;: !/~':;-~// ---~"'\~ \ (! ,0 I ,' •) I( g (1 LA. R1,v o-___ MUI-LEN)(',,\) CY. E82!9 A! ' 1 IICTRICAL I \" \ '",,%30(02 t',-f ~""'-_ -( <,:>:_~ ' 4 lc ~-~ 3/"~ f -..,-. ,),r:: CA\_--\-~'-'~ '':::::::.--------.,/"✓ ------=:=.-- • --I ' T/1 e Keith I 2. EACH SWITCH TO B[ SEPARATE tx3" BOX OR 2"x3" SPACE IN GANG BOX. 1 3. THE ElEClRICAL SUBCONTRACTOR MUSf BE LICENSED BY THE STAIT (C-10) AND MUST VISIT THE JOB SITE PRIOR TO BIDDING, EXAMINE EXISTING CONDITIONS, AND INCLUDE IN HIS BID All LABOR AND MATERIAL TO INTERFACE YlflH OlHER SYSTEMS, =---...,--, --' " • ,,, __ SM•• -- Corn~anieslTKC I 2955 Red l-Jii'! A v~nue, Costa Mesa, CA 92626 ( /14) ~40-0800 1-2 o+ ! Rl'S /5\ RECORD DRAWINl:r DATE : BY ~ESCRIPTION ------ 'lFVISIONS ' ' . " ~~" ----~ ~ ··--,.• - 1 4. ALL PANELS WHICH INDICATE TIME CLOCKS (IC.) CONTROL SHALL BE FURNISHED WITH A SEPARATE COMPARTMENT BEHIND II SEPARATE DOOR, COMPARTMENT SHALL BE EQUIPPED wr1H TliE NUMBER OF TIME SWITCHES INDIC/ITEO, COMPARTMENT SHALL HAVE SPACE FOR TWO AIJDITIONAL TIME SWITCHES, TIME SWITCHES SliALL HAVE SILVER CONTACTS 30 AMP MINIMUij RATING, FURNISH EQUAL NUMBER OF CONTACTS AS CIRCUITS CONTROLLED PLUS ONE SPARE POLE, TORK, INIERWITIC, AMF OR EOUAL. 1 5 . THE CONTRACTOR SHALL CONTACT THE ELECTRIC, TELEPHONE, AND CABLE l.l COMPANIES AND OBTAIN FROM THEM THEIR REQUIREMENTS FOR CONDUITS, SUBSTRUCTURES. PADS. METERS, BACKBOARDS, PULL BOXES, ETC., !,ND INCLUDE COST OF FURNISHING AND INSTAWNG THIS REQUIRED EQUIPMENT IN BID. 1 6, OBTAIN MAXIMUM AVAILABlf. FAULT CURRENT FROM THE POWER COMPANY PRIOR TO BID. EQUIPMENT, BUSES, AND CIRCUIT PROTECTIVE DEVICES SHAil HA'lr INTERRUPTING RATING TO PROTECT TI-IE ELECTRICAL SYSTEM 1\GAINST THE I.W(IMUM AVAILABLE FAULT CURRENT. 1 7, ALL UNDERGROUND RISERS AND SWEEPS TO BE PVC COATED RIGID STEEL GALVANIZED CONDUIT, 1 8, CONTRACTOR IS TO SLEEVE BUILDING FOUNDATION FOR ALL UTILITY CONDUITS PER STRUCTURAL/ ARCHITECTURAL DETAIL. 1 9. TEMPORARY POWER FOR CONSTRUCTION, DEMOLITION, OR SYSTEM CHECKOUT IS TO BE PROVIDED BY THE CONTRACTOR /IND SHALL 13E PER N.E.C. AND CAL OSHA REQUIREMENTS. 2 0. PULL BOXES NOT SPECIFiCALL Y SIZED ON THE DRAWINGS SHAil BE SIZED PER N.E.C. ARTICLE 370 AND FURNISHED WITH BOLT DOWN IRAFF!C RATED COVER. SET ON 12' PEA GRAVEL BASE. 2 1 . PRIOR TO DIGGING OR EXCAVATION, LOCATE U.G. UTILITIES BY CAWNG 1-800-422-4133. 2 2 -PROVIDE PUBLIC STREET LIGHTING PER LOCAL REQUIREMENTS WHERE SHOWN ON CML DRAWINGS, PROVIDE A PULL BOX PER FIXTURE AND 1-1/2"C-3#8 BETWEEN FIXTURES AND SOURCE TO BE VERIFIED WITH ELECTRICAL UTILITY COMPANY. 2 2. WHEN THE PVC COATING or PVE GOATED RIGID STEEL CONDUIT IS DAMAGED, rr WILL BE REPAIRED ACCORDING TO THE MANUFACTURER'S RECOMMENDATION. ' ' ,-..------ E•i C-3388 hYJ_ ) )i~ APPROVcD ~ BUCK GULLY WASTEWATER JT,!J6TIES ~ RCE 46214 PUMP STATION REHABILITATION DA,[ ';;, -,:> 'cl ~ b ""2_ ELECTRICAL SYMBOLS & NOTES APP'D. OFSIGNED CHC IJRAWN LUH CITY OF NEWPORT BEACH S -5lf#D-s CHECKED LDM OATE 5/8/02 PUBUC WORKS DEPARTMENT SHEET 13 OF 29 I ; ' I I ' ' l ' ' / u C 5 / ~ : i / SITE PLAN SCALE: 1''=120'-0" ENL/\RGED SITF PL.AN SCALE: 1"=10'-0" (---------~---~-~---~-~--~--------~----~--------~~~~~-------~ IMPORTANT NOTICE SECTION 4216/4217 0° THF GOVFRMFfJT CODF REQUIRES A OIGALERT IDFl<TFICATION !"UMBER 0[ ISSUED BEFORE A "rERMIT TO EXCA\/ATF" WIL_ BE VALID FOR YOilR D;GAI FRT TOLi. FREE 1-800 422 11:ll TWO WORKING DAYS BffDRE YOU DIG. DIAL TOLL fR£E 1-800--·227"-2600 AT LEAST TWO DAYS BEFORE YOU DIC UNDERGROUND SEIWICE ALERT OF SOUTHERN CAI..JFORNIA ,...,...,..,,.,,.,..,.,., \ \ -- ASSOCIATES :woAIMULLEN & I ◊ INCORPORATED ELECTRICAL ENGINEERS 2001065 F1rnje.ct N11mh~r 1200 !J. Jefferson St., Unit D Anaheim, Cal. 92807 ("'14)632-66:?0 : ~ )' Tllf AP.~lllrFtl/Cl lfN7 FDR WHICH TrlF>' c, FCTRICAI ~,)Cll~-'~T:'. \'IF~F 0RIGlll/111 '1 °RF~~R_F11 ,, I ~'.lnlCRIZD lO U)[ mm, ,\.tJ[I o·c FOP TIIE PARTICLU.J/ sir:, Cf< ec~Tuti Tl'ER[IJ: rm \'l·liCI. Iii[' 1 /ll,H~ ~Ht.l-'~lJ At!Y ~l-UOl 'J· IHl~l Ul)(Ul\l~IO I~ \'~Cl UH :M W~:Jll C fl'Hl~Ol~ WIIHCl.'I I llll W'! IICN ,))'{j['/1 1)1 IA'J..LHI AND AO~OC, IHC -JNL'( WII[~ !lllil DRAWINGS AND ~:crnf,'tlYlHG :; 'lCIFICATIOiti .•.~E '//U 5('NO ff( LARR'( Cl WII rn, r I. Af!L "Hf.l' '.oUilA~Ll FlJR cow;7111crlL1'1 MfY U,t DF 11-1::,£ )O,:J~E'll'., ON MU 011-IER SITE JR "OP Air' OIHR FlJ!i'l'CSl le PRCfl181TED BY !NI ---- ----- ' I I I I I I I I I ' I I ' I : I I I I ' I I i' ! I I I ' I I I : I i I I '------ RESTROOM BUILDING __ J: · 2" C.O. .>< i . I >< •. I I I . I >< . I I X I I NOTES: l0] 1NTEl~CEPT EXISTING RESTROOM BUILDING CIRCUIT -AND RECONNECT TO PANEL 'L'. +I' J✓✓-(E) TELEPHONE PULL BOX .,.,..,,---,// 1 // (TELEPHONE) i,,-- ' \ ' \ I I ---------------, i I 1 I I I I I I ,-- 1 I I I I I ~ ~l // SEE SINGLE LINE . / DIAGRAM FOR 7 I I I I I ' '('/I CONDUIT/WIRE SIZ[. --~\-\ ____ // I, ~-: \ \ V \ \ I ' \ \ \ \ \ \ I \ \ \ \ \ ' I / ' 1 / \ ' ' ·. ' ' I i , I I i I I ' I ' ' ' ' \, ', / i ! I I / / ! I ~ _,.,...,..,/.,..,.,..-- ,...,..,---_,,, I ! I / "~ (E) 1 1 /2" CO. 1 (TELEPHONE) I II I i I I • I , I ' I I I • I \ ',, 1 DOA W.P. RECEPT.~ PER CITY OF NEWPORT \ BEACH STANDARDS. \ 24" ._,,__ ___ 24 11 -- 200A MANUAL TRANSFER SWITCH -11---24" ---1 @ 150A MAIN 318 S.S. NEMA 4X ENCLOSURE. PACIFIC UTILITY PRODUCTS APPROVED OR EQUAL. 6" RAISED / CONCRETE PAD GRADE1 -------'------------..J \-.--'----·· }------- ~-----·--------------- '-(-E-'---:~-)-1--s-~_-lE~B/'-- 1 A_,,}-:~-0-.E_L_lV_A_T_IO_N _______ _ ---~~ H" DEEP E2 C-3368 BUCK GULLY WASTEWATER PUMP STATION REHABILITATION u I' 0 ',,, ' ,,, / --<C-::::._ ---~/~~---~ PANEL mid WITH 30A MAIN C,8. 1 OOA bus ''·voltage --·-~-.. ,-----... PANEL L SCHEDULE 120/240¥, 1¢, 3W ' -.. -... okl. okl. bk,. ~Q. ol oul!@ls location wait,, ••• umm11~1 • I I· ~ '0" ml~ • A \ 20 I 2 VAULT LIGHTS 200 --., ------- " EXHAUST FAN 300 ... a ? VAULT RECEPTACLES 1200 ~-----·- 4 I : cot,TROL POWER 500 ' ----' -' - s FLOW rnANSMITTER 200 I-----" - @ RESTROOM BUILDING 1000 ~----------------- ' SUMP PUMP (8.01\) 960 -- . -E-: SPACE - 20 1 SPARE 500 ,. SPACE -I 7 ------- 11 ---! ,9 -L .. -----~ ····-.. -----.. _, total walls 4400 2200 2200 ~~---• -~--- lol 500 X 1.25 "" 625 wolts qlhor lood 3900 wotts lotol load ---· 4525 19 wolto "' amps ----, -... -.. ---. - OMPORT AINlT INOTICIE VAULT PLAN S:ALE: 3/4"=1'-Q" N0ITS l(DI SEE SINGLE LINE DIAGRA~~ FOR CONDUIT & WIRE SIZE. 'r]] HI-TEMPERATURE MOTOR SIGNAL 1/2"C-2#14 f(i_)] ALL DEVICES (SWITCHES, OLILETS, LIGHT FIXTURES, ETC j AND ALL JUNCTION BOXES, FITTINGS, ETC, IN THIS ARE/\ TO BE EXPLOSION PROOF CLASS 1. DIVISIOfl 1, (GROUP D) PER N,E,C. ARTICLES 500 AND 501. [0 ALL SWITCHES AND OUTLETS SHALL BE MANUFACTURED --BY APPLETON, I©] PROVIDE PORTABLE, ON-·SITE GENERATOR DURING POWER OUTAGE, =~~=~~~-------=~~---~--~=~-,,_,' -·---~--,-~~~~=·11 -~·"··?W=•""~~c ~~· = LOAD CALCULATIQ~I ,: MSB 120/240V,3¢,4W 200A r---------- I STAINLESS STEEL~~ : ENCLOSURE ~• I 150A 3P M 200A 3P MTS UISTING 4"C.O. I ,------- ' MOTOR LOAD 25% LARGEST MOTOR PANEL 'L' TOTAL 3/4"x10' STAINLESS STEEL GROUND ROD o-~--ili)~-10011 GENERATOR PLUG (MALE) PER CITY OF NEWPOR, BEACH REQUIREMENTS. = 84A = 10.5A -19A = 119A : ii MANUAL TRANSFER SWITCH I J - - - --· ------ I ----EXISTING 4" CONDUIT -PULL OUT EXISTING CONDUCTORS, PULL IN NEW 4#250 MCM, 1 #1 /0G ±700' ~O,TOR CONTROL PANEL _____________ JQ_K~IC---u~2G, 150A ') l~---3/4"x10· STAINLESS 3P ?_, STEEL GROUND ROD 200A BUS l_ 1 20/240V, 3111, 4W so~. I) 3P 80A I) 3P 30A ) 2P 2#3 L------------------------- 42A PUMP #1 5 KVA ) 120/240¥, 1 ¢ 1 3#8 ~) I L I I I I I --I I 42A I 19A I PUMP I I --------------- #2 SINGLE LINE ulAGRAM NO SCALE E3 C-3368 BUCK GULLY WASTEWATER :; PUMP STATION REHAB! LI TAT! ON l I.DAD C/\LCULATION M1 42.0 F.L.AlvlPS M2 47.0 F.L.AMPS 25% 10.5 A LG MTR 20.8 TRAl~SFOR~IER 2.1 OTHE1, 1 ·17.4 TOTAL LOAD 240V 3rj 3W 60HZ SERVICE Al~D DISCONNFC:I DP.SHED IT01S /\RE c!Y OTHERS LIGHT TEST _L PPMR-1 ~~-----11 2blk MS~1-1 ~ L1 L2 13 n Gr. TO CONTROL POWER I 80 A CB 30 A CB OL1 T_1 __ /·-~ 15.0 HP / \ g-( IV1 V 42.0 FLA -~\.. , ___l_Z;i_ORPM -,- _l_5__,_Q Hp 42. 0 Flt\ 1750 RPM WIRING COLOR CODE BLACK-POWER ALL 1/CLTti.GES 2 RED-COHTROL 1201/ 3 BROvVN-UPS POWER 4 ORANGE-POWER )4 VDC S YELLOW-POWER 12 voe 6 ORANGE OR ORANGE/GRAY TWISTED SIGNAL .ll.NCI ALARM 7 WHITE-120V NUETRAL 8 GRAY-DC NUETRAL 9 WHITE N2-UPS 120 VAC NUETRAL 10GREEN-ALL GROUNDING -;----6-1-,?:·--------------------------- __ <~-;.-,. -----------------------0--,,, ---! L1 & L2 FUSE 3A L3 PPM R t==:l='.'_ FUSE 1,\ ----o-..._~ • I 7 40\ 480 JS X. 7soo VA FU 1 DR.SVc ~-':..:: .. ....:..:~.'.". • 1blk rr-v-vv-vYV"', □~---'=--~, 6 10 A ? X 120V XFORMER "N" IS WHITE / --------------------1MS1 9 9 5 KVAf::'f~ ~OTE "N7" IS TO BE SEPERATE I" l I" FROM COil i ROL ~owrn NEUTRAL 40A 2f' ·· ···· -. -3bll, __ ~h t·--.:"'\. --., GFI I -c __ 15A I Is ;_0--h:::[iJPsl "" l Gr 9_? 15A 15 ?_._;' , ;:-u 2 1A • C· 70A I ?OA O Ci ,• ----0-------'L_._~ '-" ;N .J A Gr. ,11f : ·7 CONTROL PO'/.JER ON l, ,:,\, 5blh "NL" IS WHITE MUST BE BONDED TO GR0UNC ROD 24 \iDC PCWER SUPPLY + 24-voe IS ORANGE -24-\/DC IS GR.A.Y MS1 MOTOR SAYER l SONIC CONTROU_.ER AR1 AUTO RELAY SIGNAL FROM HOA 11\: ,!1.L TO TO RTU -------, TIME DELAY RELAY INST.::::lNSIAN rANEOUS TCAE~TIME CLOSE AFTER ENERGIZING 7~ O-+---------t------ETM ELAPSED TIME" METE~ -·--____J ----------0 fOAE::Tllv!f' QPEN AIT[R ENERGIZING SR::::SLAVE RELAY =-Rot,,i 8R!'.)J"CL CONTfWL UNIT SC-SDNIC CONTROLLER r11 MOTDr~ /j1 1'; THERt✓AL r~ MOTOR f/2 P~ THER~A.L l P 1f1 REMOTE 2 OFF-ON SW. 3 P #2 REMOTE 4 OFF ON SW. 1 _J_ ,_ _____ :~.a:-~. r O -13 S R 1 - 1 A IT ~ ¢----;I 19 TDRS-1 (INST.) ,rn1-1 20 REMOTE Off-ON V MS'i-1 R2-2 .ff I 5 7 9 ' / _,_ _____ L _ _f, G'--_J, --MRR1 -? OL1-1 6 7 7 / ' TDR',-y-~ S \ CR 1; ~/ /~ --< ~1R 1\----·-, __ j ',, / 0-··--· _______________________ .,_~:-~,---< I 0 (} (_) I () 0 ?1 I 0LI -2 \\--------·,I 22 1 P 1 1 P2 24 >----------[] M --2 f------=--- R2-1 25 RESET 26 ,_/ ---'I Rf----·---- / ./,,_ I lJI-U--1 ,._ __ __, l (TCAF) 1 _L 0 i 0 (iori'1 TDR2·-2 '-..__2_j 27 (TCAE) . / --------"-----------------! R'\-----4 /'-·,, SECTION 4716/4717 CF T~E GC'✓ERMENT CODE RFQlJIRFS A rJICA•_ERT IOENTIFIC~,TION hUMBER BE ISSUED BEFORE A "PER~/IT TO FXCAVATF" WiLL BF VAi lrJ. FOR YOll'i DICALERT TOLL FREE 1 800 4?7 413' TWO WORKll,C DAYS BEFORl YOII CIG MSR2-1 ----1 '•·-,-- 28 CONTINUED f' \\ r DIAL TOLL FREE 1-800-227-·2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOLTTHF.:RN CAUFORNIA. /T A, TOP , -.. ------' r..1s2 RIGHT !vi1 1UN M1 CONTROL CIRCUIT HAND-OFF-AUTO SW. CRl STARTS S.S. STARTER •'K2 S.S. ST.sRTER FAIL AND START M1 TIIRUUGll llJR1. OFF-ON FVNR BY-PASS S\l'i. '~K1 SHUNTS F\INR STARTc'.R W /3 l.EG OVERLOAD AFTER S.S. STARTER IS AT FLLL SPEED. OPENS FOR RAMP DOWN AT SHUT QF=- ::>QWER SAVING ON-Off SELECTOR SWITCH. SOF r START FAIL.. RESET M0rGR REQU RED RELAY CIRCUIT PUMP #1 REQUIRED SOFT START FAIL MOTOR OVERLO,\D ALARM CIRCUIT. RESET WIT" THE OVERLOAD p·JSH BUTTON AT T~E ~10T0R SlARTER. MCTOR HIGH E!vlP. ALARlv CIRCUIT R2-3 TO RTU MOTOR HIGH TEMP TDR2 HIGH TEMP. LATCH RELAY MOTOR #, MS2 MOTOR SAVER 2 MODE it MULLEJ\l & AS SOCIA TF:S INCORPORATED ELECTRICAL ENGINEERS Project Number 2001065 CONTINUED Ff~Orvl BELOW IEFT LIGHT TEST 0 SC2 <f,> , -=--r~~ 45 TDR5-2 (TCAE) MR2-1 -----j e---- ------0 CR6-1 -1 oo-+------- OU-2 1' _J_ ~ 0 c.·'-'C------ 33 /--':. -------11 AR21 '._/ '-, / ------(0 / ·, '-, / ---------<'-Rl--/ . .,'-., 48 1------.. ----"~,--------/1 R3 .)-- '~--./ R3-i 49 '----~/ ---"'-4----® / ',, 2P1 2P2 SO --------i K---[}-------------(~/ ,_j R4-1 '---., I'--------- TOR4-1 52 REScT ---u..i..D--51 --------1'TDR'l-- '--......±/ (TCAE) ' / __ TCR4-2 53 -(TCAE) ----------<&·~ / '· ISR1-1 54 ◊ r;s\----1 \--...__...I i TDRB-1 55 TDRG-2 -------j C------_,.,_ ___ _ (,NST.) (TOAE) 54 1 ,,TOR'·, 4 • ··---( __ ~/ L-(r□R'- \.-._?j j e6 ,----- • ,v&N/)v..?2':77,;-x NOTE ! .1 ! ~ FTI D WIRING ·10 '~ cj' ,ss,: J 3 H L 'G INTRINSIC RELAY FOR FLOAT SWI rTH BACK UP CIRCUIT. IHTRINSIC WIRE IS BLUE. TERMll':A.LS A, B, C •• 1 'x ANU D MUST BE ~ ISR2 DRY WELL FLOOD ISOLATED FR0:...1 x,_ • ;, ALL OTHER VOLTAGE >X ' •• ;&;,_· _B:,;~,;~_-T :l:;J .. , (8) INCHES ·x K'--· " ~ . -, ,x .~~ A B / -.., \----( _1_~-1--C_O_N_T RO L DI AGRAM \ _ .,/ NO SCALE 240\/ 60HZ :30 ,3W SUPPLY "UNDERGROUND ~- STAINLESS STEEL METER t1l'iD MAIN SERVICT DISCONNECT ON-OFF-ON fAANUAL 200A TRANSFER SWITCH II DOUB LE ENTRY ST Al N LESS METER PEDESTAL 3 #3¢ CONDUIT AND ___ "' 7, CONDUCTORS SCE STANDARDS 5/8"X1 O" COPPER , ~LA) CRDUHD ROD W/1 #? S0LI-J COPPER GRou,o WIRE AND CLAMP CONTROi SINGL[ NO SCALE ', !i IPYf '>o 100A 600V RECEPT _J DIAGRAM NOTE: (\) FOR CONTROL REFERENCE O~LY, St:E SINGLE LINE DIAGRAM ON E3 / _y ___ J ---(l C 2JlJlAF J,2Q.AT L_ AR2 AUTO RELAY SIGNAL FROM HOA IN AUTO TO RTU ELAPSED TIME METER M2 RUN M2 CONTROL CIRCUIT HAND-OFF-AUTO SW. CR4 ST4RTS S.S. STARTER *K2 S.S. STARTER FAIL AND START M2 THROUGH TDR3. OFF-ON ~VNR BY-PASS SW. *K1 SHUN"S FVNR STARTER W /3 LEG OVERLOAD AFTER S.S. STARTER !S AT FULL SPEED. OPENS FOR RAMP DOWN AT SHUT OFF POWER SAVING ON-OFF SELECTOR SWITCH. S-JFT START FAIL RESET ,10TOR REQUIRED RELAY CIRCUIT PUMP #2 REQUIRED SOFT S•ART FAIL MOTOR OVERLOAD ALARM CIRCUIT . RESET WITH THE OVERLOAD PUSH BUTTON Al THE MOTOR STARTER. MOTOR HIGH TEMP .. Q.LARM CIRCUIT R4-3 TO RTU MOTOR HIGH TEMP TDR4 HIGH TEMP. LATCH RELAY MOTOR #2 ISR1 1 AND RS IS THE EM[RG£NCY HIGH LEVEL BACK UP FLOAT SWITCH CIRCUIT. BOTH PUMPS RUN AND EMERGENCY HIGH LEVEL ALARM IS ON. R6 IS THE LATCH RELAY FDR THE EMERGENCY HIGH Ll::VH Pl LOT LIGHT AND MANUAL RESET PB .L'.,Q.AF _§Q_AT C\ .15.Q.AF I 3P 80_A"h / I j_ M1 1:J HP 42.0 FLA SIZE 2 M2 1 5 HP 42.0 FLA -SIZE 2 3 1 OA 2P EUSE ? -~1D00R '.) SWITCH / 1 ,\ " 240/48D X 120V \' x• \ _5-lliL VA TRANSFORMER \/ \ \ / GROUND TRANSFORMERS Y 'I DIRECTLY TO GND. ROD ,-~ () n ' '-< ,,, 10A / 10A 6 l'•JSE C FUSE ,~.,_ 1r---o----------o--J ---~ ! 1~,. 1 r ---o 0--1 ~-------! 20A ,p '.:: _ --2 i SPACS ----0 0--j LEVEL CONTROL SPACE ----0 ~ SPAC< ----0 0- :J KVA 480V X 120/240 VOLTS ~ 0 0--1~A 1P .o -◊ --,_ 0 0 ----o---0------ SPACE --z,-0-----SPAn -t-1-1 ,; i t y ~----COMDUIT SEALING FITTING ',t\ VALVE VAULT '),--, .• \._j FLOOD \ ' EMERGENCY LEYH ,) FLOAT SW. E4 11 'I lj i 1 i ----------------------------------------------------,,, IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFIC/1 TION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Will BE VALID. FOR YCUR DIGALERT TOLL FREF 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. I i :1 ' . 1,I,, DIAL TOLL FREE ·, 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERI/ICE ALERT OF SOUTHERN CAI.JfORNIA MULLEN & ASSOCIATES INCORPORATED ELECTRICAL ENGlliEERS Project Number 2001065 --- 1200 N. Jeffen1on st., Unit D Anaheim, Cal. 92807 ('714)632-6620 CNLY TH[ ARCHIT':CT/CU[NT ron WII\Cll Tlf3: [lfCTRICAL W(llMHflS \'/£~E C~IBINAJ_Y PP.tP~REll IS AI.JTC1,fl7fll Fl ;i,;;r tffal, ~~n 0N v FOP Tl£ PAR~CUJJl 51il, ,'.l'l '0-~n'.\N fllERtor, "OR \II~(~ THEY l'IE~f PPtPARED. AW RF-U$[ o· "HE>l VOCUMlNI'.> I~ f-1\~I 01-1 ~ \1/fl(lli IS fO~~IVCt~ WITHOl/i IHl l!Hlll~ ClNSlNl Of ~J,UN AND ISSCC, INC. rnLY \I/HEN THESE CWl/ilNCS AND ACCOMPAtf'ilNG Sl0£ClflCH)NS AHE liIT SGNEO fl'!' LM<!l'Y D MUUIN, P.E., ME TIIEY SI.JIMJJlI FOR CONS"RUCTIC~ J!!! JSE OT ~~,E )O:J~E~TS ON Nfi CTHH SIT~ OR F()~_W'l'_DH_R_ PIIRPffif 1c; PROH!RTFO I,( we,_ 1- l 66" I , , --_-_-:=_-:=_-::_-:=_-I_N-::__N-_:_ER~----;~_D_O_--O~R~S~~~~~~~~~~~~~~~~~~~-.r !, >c( I' I I •@ [ \ ""'"" "' 78" g [Q] [Q] R1 t:J [Q] DJ rDI [l] [l] □ 61 1 ri w11 n [l] [l] [l] t. [l] [l] lQ □ p I (9" __ ! 2 ___ ~ 1~1 ____j L_s___ 1 EMERGENCY HIGH WET WELL LEVEL ALARM ~ 1D 2 SONIC LEVEL CONTROLLER 3 3305 4X20 KEYBOARD DISPLAY 7 ~ 7 ~ 7 ~ 4 EMERGENCY HIGH LEVEL RESET '-\; '--v '-_'\ 5 P1 MOTOR SAVER DISPLAY (FUTURE) aid I• II • 11 ~ s 6 P2 MOTOR SAVER DISPLAY (FUTURE) U . '\:_7 7 CIRCUIT BREAKER HANDLE'S , A 7'. /':. 7'. / 1@ 1@ 1@ 1@ 1@ 8 ELAPSED TIME METER < y Y Y \( > 9 SOLID STATE STARTER ENUNCIATER ,0 1@ 1@ 1@ 10 10 PUMP RUN PILOT LIGHT / , / , 11 SOLID STATE STATER FAIL 1(K) 1<'.5,) 1@ 1<'.5,) 1<(]) 12 CONTROL POWER ON LIGHT , / , / 13 PUMP REQUIRED LIGHT 1'(]) ze(SJ ze(SJ 1(BJ 14 SOLID STATE STARTER FAIL RESET PB < > ,< > 15 PILOT LIGHT TEST PB 2\B22@ 22@ '\B 16 HOA (HAND-OFF-AUTO SW.) / , / , 17 FVNR-SSS SELECTOR SWITCH ~ 18 PILOT LIGHT TEST PB ~ 19 OVERLOAD PILOT LIGHT 23 20 SSS POWER MIZER OVERRIDE I 21 OVERTEMPERATURE PILOT LIGHT 22 OVERTEMPERATURE RESET PB 23 15A GROUND FAULT RECEPT. 24 OVERLOAD RESET PB I u;;;l""" I ~ I '1 2 = [ ' _j 3 rm 4 - 5 1 CONTROL TOR'S AND RELAYS 2 MAIN CB MODEM/RADIO 5 KVA ~ 6 19. 3 3305 BRISTOL RTU XFORMER l J [[7 LJ ~ f ~ 4 CONTROL TRANSFORMER 5 HIGH VOLTAGE BARRIER 6 LINE VOLT AGE TERMINAL BLOCK L§J 11 ' □ J 1 1 7 MOTOR CIRCUIT BREAKERS 8 CONTROL POWER & 24 VOLT POWER SUPPLY INNER --FUSES AND NEUTRAL BLOCK DOOR -9 5 KVA TRANSFORMER CIRCUIT BREAKER I SEEM 12 12 10 24V DC POWER SUPPLY I 1 1 MOTOR MONITOR RELAY DIST. I ' 12 SOLID STATE STARTER PANEL 13 INTRINSIC RELAYS 14 FVNR STARTERS ! 15 LINE VOLTAGE RUN RELAY LJ I '------·---. -----1 6 INTRINSIC FLOAT FIELD TERMINALS rf~ -R [l] 1 5 G [l] 1, 17 FIELD TERMINALS ~ 18 POWER/PHASE MONITOR RELAY 1. ~ ! 19 CONTROL TRANSFORMER AND ---POWER/PHASE MONITOR RELAY FUSES 1 6ITTIJ ll1TI1 ' 1 7 I LOUVER W/REMOVEABLE, WASHABLE FILTER I I / -~ ------ j~-------------78" ----------------, I -~----- -~---------------~ ---- 66" HOFFMAN A-727218FSD TYPE CONSTRUCTION GASKETED 3R 316 STAINLESS STEEL OPEN BOTTOM 2" FLANGE FAN DISCHARGE HOOD 3 POINT PAD LOCKABLE DOOR HANDLE HIDDEN HINGES AND DOOR GASSKETS PANEL ELEVATIONS SCALE: 1"=1'-0" I - \ I I __J INNER DOOR BACK PANEL 5" I 18" I I I I f-- [_] SAFETEY SCREEN ON EACH SIDE OF AXIAL FAN j __ 4 1/8" ES /, ! ' ,.:, ':-' .-, __ , ' ~ ~ -~'i, , ' , ·: /I .:~ ' 1 . -::;,,., . C-3368 APPROVED The Keith CompanieslTI<..C --A .~• 1 BUCK GULLY WASTEWATER l-+--r-----------l-_j~UT~~T~IE~~,rn;~11 _, -RCE 462H PUMP STAT! ON REHAB! LI TATI ON 2955 Red Hill Avenue, Cosio Mesa, CA 92626 (714) 540-0800 1 2.-0i Rrs ,&ru:coRD__:o__:RA_:_w:::1N-=<:r.__ ____ --l--+D-A_TE--==:::'5'::::-::;:-=-= .. =-z..==-1-------P-A_N_E_L_E_L_E_v_A_T_1_o~N-s ____ ---1 DATE BY ! DESCRIPTION APP'D. DESIGNED CHC DRAWN RE\1SIONS EDH CITY OF NEWPORT BEACH S-51~D-S -"--------~--+-----+-------< f----~---1 CHECKED LDM DATE 5/8/0:i PUBLIC WORKS DEPARTMENT SHEET 17 OF 29 ., i r ! i '! ·:;. \ \ ·, ) ' I I / i ' "d, -, ,y;il_; ,' \ '.':) I •. ? , I 5'-0" '-0" ' \ ' I\ I I 15'1--8" / () / ! ·•-•, I NOTES: 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD POT HOLE AND LOCATE THE EXISTING UTILITIES IN THE CONSTRUCTION AREA AND ADJUST THE NEW CONDUITS AS NEEDED; AND SHALL VERIFY THE MATERIAL, SIZE AND LOCATION OF THE EXISTING PIPE/CONDUITS AT POINTS OF CONNECTION AND JOIN ACCORDINGLY WITH COMPATIBLE MATERv1LS. 2. TH£ CONTRACTOR SHALL FIELD VERIFY THE EXACT 0/MENSIONS OF CONCRETE STRUCTURE, LOCATIONS OF HINGES, DRAIN CONNECTION, LOCKS AND APPURTENANCES OF THE EXISTING ACCESS DOORS AND FABRICATE THE NEW ACCESS DOORS TO MATCH ACCORDINGLY. ANY EQUIPMENT OR STAIRWAY ATTACHED TO THE DOOR FRAME SHALL BE ANCHORED TO THE CONCRETE STRUCTURE WITH SHOP DRAWINGS REVIEWED AND ACCEPTED BY THE ENGINEER AND NEW ANCHOR SYSTEM PROPERLY CONSTRUCTED PRIOR REMOVING THE EXISTING DOOR FRAM£ FOR C/1Y FURNISHED ACCESS DOOR, THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF DRAIN COUPLINGS AND MAKE PIPING & CONNECTIONS TO FIT. T '-I ! , i i ·, • i_ I : i -. . . --· -' -'. EXIST. HEDGE '--.. EXIST. CONG. BLOCK WALL LINDA ISLE PUMP STATION SITE PLAN SCALE : /" = 8' CONSlllJCTION NOTES TO 8£ REMOVED @-INSTALL 48"xJ6" TRAFFIC RATED PRECAST CONG. VAULT COAffD WITH 80 MILS EPOXY. ~INSTALL 36"X48" STAINLESS STEEL SINGLE-LEAF SPRING ASSISTED ACCESS HATCH, H-20 LOAD. @-REMOVE EXISTING 3-INCH FLANGE COUPLING ADAPTOR, INSTALL J-/NCH RESTRAIN[D FLANGE ADAPTOR, [BBA IRON # 2100. ~INSTALL 3-/NCH CLASS 53 DIP (FE X FE) LENGTH AS REQUIRED. 1/!!;7-INSTALL J-INCH 90' DUCTILE IRON ELBOW (FE X FE) ~INSTALL 4-INCH ECCENTRIC PLUG VALVE LEVER OPERATOR (FE X FE) DE ZURIK SERIES 100. CUT LEVER TO 18" LENGTH. @-INSTALL STAINLESS STEEL ADJUSTABLt PIPE SUPPORT PER CITY OF NEWPORT BEACH STD.-522-L. @---INSTALL 12" DIA. SUMP WITH CAST IRON GRATE AND FRAME, ALHAMBRA FOUNDRY CO., NO A-2020 OR APPROVfD [QUAL. @-INSTALL 4-INCH TAPPED FLANGE WITH 4-INCH S.S. CAMLOCK (FE) FITTING AND /1/SULATING BUSHING. @;--///STALL MECHANICAL TYPE INTERLOCKING ,RUBBER LINKS, LINK SEAL OR EQUAL AT CONC. WALL PENETRATION. @-INSTALL 3"x4" 90' D.I. REDUCING ELBOW (FE X ff) FOR EXPOSED SERVICE. ~I/STALL J-/NCH D.I. BLIND FLANGE. IJJ}-REMOVE EXISTING A.G., CONCRETE OR BRICK PAVEMENT FOR PROPOSED IMPROVEMENT CONSTRUCTION; REPLACE/REPAIR TO MATCH EXISTING. @----coNSTRUCT TYPE B CONC. 6-INCH CURB PER CITY OF NEWPORT BEACH STD. PLAN 182-L. @-coNSTRUCT BRICK WALKWAY WITH REINFORCED CONG. BAS[ PER DETAIL w \JD @-----coNSTRUCT BRICK DRIVEWAY WITH RE/NF. CONG. BASE PER DETAIL @-REMOVE EXIST. JO"X96" ACCESS DOOR & APPURTE}/ANCES. FURN/$ NSTALLW TYPE 316 S.S. H-20 LOAD JO"x96" DOUBLt-LEAVE ACCESS DOOR & \j§} & APPURTE:NANCES, SEE DETAIL 8.95 TC 10 S'·O" OEEP tf ' i ,• ·, I / / -------· ..L-::--/ r- 109 102 SECTION@ ! I '6 I .., 3' X 4' BYPASS BOX I- ' / \ i \ \_ \ , ' \ (_ ( } i \ \ \ I_ \ ' I ' ' • 1 1 ;, 1 I '· ; ; ' ] 1 I I I I I I I I u.J I I ' tXIST. GRATE I / I ' . ' \ ,' '-' i -.';___ i \\ ( '- '-', "'\ /\ i _, ,' \ i " \ • '-,' \ '-'- ~ EXl$T. CONC. CURB ( ) \ EXIST. A.G. PAVEMENT TO BE REMOVEO FOR PROP. BYPASS VAULT, CURB & BRICKWAY ~~ti:R~CTION, $£~~DETAIL ~ J i j i ' i . l ,, 'I I ·1 ' \ /' '-,. \ \ EXIST. F.M. BYPASS TO BE CUT & MODIFIED FOR Pl?O BYPASS VAULT CONSTRUCT/ON. SE[ DETAIL EB I / CUT /,IIEMOVE EXIST. F.M, BYl'~SS, PLUG &A8ANDPN. 1 ·-, \ \ ' i i : ·/ -f •. , I '''-~' i ·._ L : \ I -----+-! ! - i ! ; I ; i I EXIST. JO" X96'' , : ! TO BE REMOVED • & REPLACED ' ' • SEE DETAIL EB • BELOW _ ( ; ' ' ! • ! I 1 EX/ST. CONG. CURB.'-.. I_. . _j --·-. --- -" ;--; .. • .. j c::, ._ I l 1 / ' \ / \ \ ;, , : EXIST. UNDERGROUND 1 , -• :I ,._.;.--48"'X48" HATCH PrATE·~-,---- / ~ i TO BE REMOVED FOR , I' ,: . 48"X48" ACCESS DOOR !1 EXIST. BRICK WALKWAY • CONSTRUCT/EBON :l"m BE REMOVED FOi! 1 SEE DETAIL 2 • • / , / CONSTRUCTING 48"X~" ' BELOW -~ ACCESS DOOffiR ' , ! SEE DETAIL 2 \ •• \ ! BELOW -\ \ \ ' ___.+-~EXIST. PUMP STATION UNDERGROUND c; • _ _ _ _ _ "~_1 __ .J,,_: ..... ····_-_:·-+1-t···_'::?"',@ "'••-->'-'el..,,. ~•-,.,~"""'"" • -•• /,,,,, • •"'•• •-• r-=r~ .. -=r -- l_ :-:1-r A 1'-4" :ot-' EXIST. J" FORCE MAINS 11 <I_!:; 10 I..- REMOVE EXIST. PARTIAL F.M. & COUPUNG I I .. . -.. ... . ..... ADAPTOR AND REPLACE W/ J" RESTRAINED EX/Sc 3" FORCE MAINS, PROTECT IN PLACE __ ,.,__,,.c----=--=--'-=---'--'----=-~-'---+H---- FI.ANGE ADAPTOR AND BLIND FLANGE, PLAN c ·EXIST. -;UMP STATION STRUCTURE UNDERGROUND PUMP STATION SITE AND MECHANICAL RE~~~;l:~':: ~N PLAN ® / l l @-----REMOVE EXIST. BELOW GRADE 4!3"X48" HATCH PLATE & INSTALL CITY FURNISHfDW 48"x48" S.S. 316 H-20 LOAD ACCESS DOOR & APPURTENANCES, SEE DETAIL \j§} @-ADJUST EXIST. UTILITY BOXES TO PROVIDE TOP SURFACE FLUSH W/ [XIST. CURB C-3368 & PROP. ACCESS DOORS; RELOCATED EXIST. SIGN & POST IN CONSTRUCTION AS F/EQ'D. IMPORTANT NOTICE APPROVED ~ ~i\\'Sills70,7Z;,','\ The Kei th Companies ....,..jc LINDA ISLE WASTEWATER /4"', ' I. s »: I ""-' SECTION 4216/4217 OF THE GOVERMENT CODE DIAL TOLL FREE !!!l~'v~ (1'4'-~\ I ER RCE 46214 PUMP STATION REHABILITATION ~~Ql~~~~D A B~~~~fRI .!~~¼U~f~E 0 ~x~A~~~f·R ,A~~~~~~~:!00 (~ ~ No 21646 ~ ~) Coste Mesa. CA 92626 (714) 540-0800 I 2-o+ RFS S RECOR!> DRAWINu DATE '5 -O<o •0-Z.... SITE AND MECHANICAL PLAN WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1i( E,p. 913010s *1 1---+----,l'--"~------------+----I --~=;======.J-----------------,---------1 BEFORE YOU DIG ~ _fa'! DRAWN 1-800-422-4131 TWO WORKING DAYS BEFORE ,;;41.,. c1v". ,i!· __ 5iL 1)2.. DATE llY DESCRIPTION APP'o. DESIGNED CITY OF NEWPORT BEACH c-_5jq o-S YOU DIG. uN□ERGRouN□ sERVICE ALERT of sourHERN cAL1FoRNIA ,t or Ck\_\';_~ __ 1----'--~L_--------------'---+---'T=.o. r.o. > ~L..::=============================;:::::.._ ____________________________________ L_...:::;::--::-:::_ __ L_:Ro~B::_:R~T~F.:.·~S~E~EM:A~N'....~R.~C:.E::_·~221:64:6:...__:<~E;:X:P,~09~/~3~0~/0~5~)-L __ , _____ ~R:E:V1:s1o~N~s-------.lc:HE:c:KE:□..!R.~F.s~-LD:AT:E...:;5/!B~/o;:.2 _l__!P~U~B~Ll~C-W~OR~K~S~D~E~PA~R~T~M~E~N!T_js:H~EE:TJ1~8~□~F~2~9~ (., • 1'-6" 1'-6" ~EX. PULL PULL BOX EXIST. LKJff MONUMENT EXIST. BRICK SIDE WALK I . . r_ ROOF STRUCTURE e--~r ______ J ' J i-~-,--------c·i-1-~--_-_._r_----_J 5'-rJ' MOTOR CONG CURB & GUTTER I __ ---~ -r -WJUmiY'v~ __ ===_ =n---r-- ' i CENTER 8'-2" b£6" I 1'-6" 11 '-2" LINDA ISLE PUMP STATION MCCPLAN WIDTH OF WALKWAY, PER PLAN PAVER BRICK MODEL -RITRO-FIT BULLNOSE (12 1/2" X 3 5/8" W x 1 1/4" THK.), SUNSET RED COLOR, FIELD CUT TO SIZE W / CEMENT GROUTED JOINT & BASE ~ "' 2 1 /2" CONG. W/ W1.4 x W1.4 6"X6" W.W.M. WIDTH OF DRIVEWAY TO MATCH EXISTING PER PLAN CONG. CURB & PAVER BRICK MODEL-RETRO-FIT BULLNOSE GUTTER BEYOND (12 1/2" x 3 5/8" W x 1 1/4" THK.), SCALE : 1" ~ 2' CURB & GUTTER, • W/ CEMENT GROUTED JOINT & BASE REMOVE EX/ST. CONG. (SUNSET RED COLO, FIELD CUT TO SIZE ~ CONG. SWALE. ,-... SLOPE 1 4• : 12" MIN. ___:i_ RECONSTRUCT J' s. 1 "'I HORZ. RE/NF. #4@24" C.C. 2-#4@TOP. ~ rf:1~::;;;;=:=~/~CONC. SLAB & I• FOOTING. C EXIST. WALL ~~~-'-"'-''-'---I FOOTING , _ PER PLAN #4@10 E.W. ~ EX GROUND COVER PLANTED AREA ~ --12''X12" MASONRY PILASTER --CONG. BLOCK ENCLOSURE :::-:.::.-i;i{Ar1c!1-1oi/Bou (!YP-!& "'a . . .... ·-. _.· .... _ .•· J" EXIST. C6NC ·•- .;, • ( ~(?CK WALL . "/' -..,. _--.--. ' ' ' . i HORZ. RE/NF. #4@24" C.C. 2-#4@TOP. r-''i'----,// VERT. RE/NF. #5@16" C. C. 2 -#5 @ EACH CORNER OR END. W/ 2'-6" LAP (lYP}, •& ·: --.. ff_~ GM.II_ Wd~ C:.is_· __ ~-ti.,1tcT ,t;f..<\i;\G'Ecl' c1a_g:,:,·_:,fl£_ ~~iQ#<.R r EXTE/l,1{)/1, .. f'// ~ PLASffK.AND .. -' TOLi'.iR TO~MIJCH lXIStiFIG WALL. I'm = 1500 psi, SOLID GROUT . _.'--...:,- CONG. BASE #4@10 E.W. MASO~~~ PILASTER DETAli@ ENCL:URE WALL DETAIL® IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 1WO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE Al.ERT OF SOUTHERN CALIFORNIA ---. .--·•·---· -"----,,.-- ' I i 3/8" x /" VULCANIZED GASKIT GLUED TO CMU WALL AROUND PEN/NC. i •. / 12" x 12" DOOR 8" X 8" OPNG. _ 1 \ 8" CMU ENCLOSURE WALL \ MASONRY FASTENERS , (!YP.) ;; ~ ..,,,....,,,.. ,----STANDING SEAM MITAL ROOFING TO MATCH EXIST. LIGHT FIXTURES DOOR HASP W / LOCK KEYEO TO CITY'S MASTER KFYINC SCHEDUff----' I MITAL HINGES, TWO PAIRS ) ·-1/4" STEEL DOOR PAINTED TO MATCH EX/ST. WALL • EXIST. CONG. BLOCK WALL (BEYOND) \ --. ,- BIRD SCREEN ALUM. LOUVER BY CONSTRUCTION SPECIAL TIES OR EQUAL, 606.3-T5 4" FROM 1 CORNERS • , CMU WALL EXTERIOR ALUM. ALLOY, 1 /2" MESH REMOVABLE _;..----'-....,..~V MILL FINISH ALUM. BIRD SCRE£N, SIZE PER PLAN. LOUVER FINISHED WITH C/S KYNAR NO. 21 -COLOR TO MATCH [XIST. PLASTER FIN/SH-__J_/ SLOPE: h;;:,,..:;;,..---..:J..~ 2.68:12 MATCH XIST. 8 ~ "' al a CAULK ALL AROUND FRAM£ LOUVER DETAIL N.T.S STANDING SEAM METAL ROOFING, TO MATCH EX/STING ROOF PLAN SCALE : 1" = 2' c.5', 4"H ci'. @J ><' C· ~ ... ~ 4"H "' - 2 3 4• PROVIDE G. I. CLOSURE AT EXISTING WALL EXISTING CMU WALL -3~-• >< ,, L,.J '\) <l.. ili .,v:-¥ 'to ..J a, \)93 • C .. "''"<-------,-----•··--. •. _., •• EXISTING CMU WALL~·-• • ••• • ROOF FRAMING PLAN SCALE : /" = 2' The Keith Companies TI<.C 'lenue, Cusla Mesa, 0\ 92626 (714) 540-0800 ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/3D/D5) ·! ' ,FE9~~T~CLE 0000 SECTIONAL DETAIL(f) · · · ·· ··•,,., ... " NTS I\ -_ ' ! . i '----_ .. • \ ___ . -' .:._ • ' ~ EXIST.. LIGHT MONUMENT• .. I . ' . . ' ' ' tf' x 8" CMU OPENING WI DOOR FOR TRANSFER SIVITCH RECEPT AGLE, CONTRACTOR TO FIELD LOCATE, LD_ SEE DITA/L Q ' ,-L-------.J! WEST ELEVATION VIEW EAST ELEVATION VIEW PROVIDE G.I. FLASHING TO EXISTING PROP. LINE WALL N.T.S AT ALL SURFACES ---------------...... STANDING SEAM METAL ROOflNG, TO MATCH EXISTING -------~ 5/8" COX PLYWOOD ROOF SHEATHING --- N.T.S. 9"± I I /" MIN. SHAPEO 2X RAFTER@16" O.C. -!!!i~~;:~~~~~~----~--,.,,-~3J"\j'•\ J}, •.:-· -==~ i/o{/ ~AI~~/NfHJtT I ,, "H x 6"W TIMBER BEA METAL SOFFIT FINISH TO ---~/(! ~~.-,.c.J.ni,------__Lc:::::.J_:::::::j .-~--+-.L-- ... --,.Mt,U;Jt~OOFING MA;rt _ .. _ · .. •.·.oJ. - - -?'' • 4"H X 6" (TYP.)-"''··'--··...c~-c0--'cc··'--·'_· ___ --'----'--. _-_/ 3/8"¢ x 2" LAG BOLTS @ 76" C.C. LOCATED AT 8" FROM CENTER OF SPAN LJ x 3 x 1/4" .• 1 /2'' x 18" ANCHOR BOLT WASHER ·: qe NUJ_@ EA. END , __ ,,. _____ ,_;~-:.,,_ ,,,..,/-~;,..'"',._ -., ,~.,.,-, __ -::/>:-.,::-,,-.,-• ...,,_,, ,-_--,_ ,=--.-, ----1-1-1 PLASTER FIN/SH AT MASONRY WALL, TEXTUR[ TO MATCH EXIST. SITE UGHT MONUMENTS ------------1 4x4 T.S. DOOR JAMB EMERGE/ICY POWER TRANSFER SWITCH RECEPTACLE ffi 2" • .,S ·--/'· . ___ ., .... • -#LCtffiJCRETE CURB FOR MOTOR CONTROL PANEL PROP. RICK c!5AY FS. 8•90i: SEE DETAIL 1 ~ (TYP.) -~ EX. SIDEWALK I \ ~-~ 1" FS. 9.25 "' 1'-6" MOTOR CONTROL CENTER to "' •, .. .. ,.., ' ' ·, ·, ·-·, ·, ' ' • ' ', *_;~ d,.L.,_j . ::,;: , EXIST. CONG. -~ s, BLOCK WALL ___, ~ . (9"± WALL wj.(~ ~ ' STU CO FINISH )'i:::, a;! ·,:::,; a '.(._) f---;:;_ </; RECEPTACLE '-" ~ 21:!" i'::2 la c:, cs 0 ~ -(0 I ~ ~ EXIST. GRADE ' °' ~~[0 1 !'--..!. 1~, MCC ENCLOSUR CROSS,Sl=eTION /1"""",. N.T.S. C-3368 LINDA ISLE WASTEWATER RCE 46214 PUMP ST A TION REHABILITATION 1-8_.23_.0_2 +-T_.c_,. -t'-,;__;,_-":'--'E~"',g"'0~"'i--'cD&frIB~c,....IL~,__,;os?t 44..H_E_IG-"HT'1, _.,FIJ.AM=-IN_G +,;I"0~-:t~'--fnD~AT;E~~S'.:::::=-=o~~~-~02.~==-{---=-=:--C=O:_:N_:_T:_:R~O=::L:._C::::E::_N~l'._'.E:'.R_'.__'.:E~N:C~L~O~S':U~R~E~ __ J t-D_A_TE--'---B_v__L ____ oE_sc_R1_PT_10N_ _ ___ LA_PP_'o.*DE-;-;cs1:ccGN""E~:'-"·o~. -kc-DR=A~wN__,' T""-.o,_. --I CITY OF NEWPORT BEACH S-5190-S I ·l.·01-RFS REVISIONS CHECKED DATE 5/B/02 R.F.S. PUBLIC WORKS DEPARTMENT SHEET 19 OF 29 -, ' ' 0 ,_ • ' "' ~ /J "' <;_; '<' (;f ' ' - --7 I I I ' A I ' I I -I I I PROP. BYPASS PUMP I I CONN. VALVE BOX._~ ~-J ------- - \ \ ~ EXIST. DRY WELL STRUCTURE 11 REMOVE EXIST. ACCESS DOOR ~ & REP/ACE W / 30" x 90" AWM. ACCESS DOOR & APPURTENANCES PER SPECS_ ADJUST EXIST. VENT & METER BOXES W/ TOP ,.==c:---, TO MATCH NEW DOOR, , "- & EXIST. CURB (TYP.) \ ~ EXIST. CONG. CURB / PROTECT IN PLACE .. "---EXIST. CONG. CURB PROTECT IN PIACE .. I , C"l -I 'St- b::, b I - ivr---t---t---------+--J _ _J_ 4'-0" 1 • -o" IMPORTANT NOTICE 6" 2' -o CLR. OPENING DRY WELL STRUCTURE STAIRCASE, SEE NOTES ON SHEU 18 1 '-o" EQUIPMENT ACCESS DOOR SEE NOTES ON SHEU 18 LINDA ISLE PUMP STATION ACCESS DOOR MOD/FICA T/ON PLAN DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG SCALE: 1• = I' SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1 18 ~ Q g; "' ~ (j • C) I oa ' A ' -" --I p ROPOSED 3' X 4' BYPASS C ONN. VAULT EE SHEET 17. s I I \ 6" \ I I ' 2'-6" REMOVE EXIST. ACCESS DOOR & APPURTENANCES FOR PROP. ACCESS DOOR CONSTRUCTION ~ 4'-0" REMOVE EXIST. BRICK WALKWAY FOR PROP. ACCESS DOOR CONSTRUCT/ON -, --~ REMOVE EXIST. DOOR CONG. NECKING ----------EXIST. CONG. PROTECT IN PIACE. ~EX. REBARS #6@/2" REMOVE EXIST. UNDERGROUND ( STEEL PIATE FOR PROP. ACCESS DOOR CONSTRUCTION 1'-5'' 6" 2'-6" REMOVE EXIST. ACCESS DOOR & APPURTENANCES FOR PROP. ACCESS DOOR CONSTRUCTION ~ ( EXIST. BRICK PAVEMENT REMOVE & RECONSTRUCT. SEE SITE PIAN SHEU 7. ~EXIST. DOOR CONG. CURB, REMOVE EXIST. DOOR CONC. CURB, ----------EXIST. CONCPROTECT IN PIACE. ~EX. REBARS #6@12" EXIST. DOOR AND DEMOLITION EXIST DOOR AND DEMOLfTION 2'-6" \ \ @30" X 9f5' OOUBLE-LfAVE /YPE 316\ S. STL. ACCESS DOOR W / DRAIN CHANNEL FRAME PER SPECS. CAST W / CONCRUE IN PLACE. ( SEE NOTES ON SHEET 18) EL. 9.00 (NOM.) INSTALL 1 1/2"¢ PVC DRAIN PIPE, SCH 40. ANCHORED @ 5' c_c_ & EXTtNDED TO SUMP (SHOWN IN ~ OPPOSITE /:ND)------ 2-#5 ALL AROUND. DRILL & INSTALL STL. DOWELS #5X19"L @/2" C.C. EPOXY GROUTED. 6" • 6" 3'-6" @42" X 42" S. STL. ACCESS DOOR W / DRAIN CHANNEL FRAME PER SPECS. CAST W/ CONCRUE IN PLACE. BRICK CONSTRUCTION, SEE SITE PLAN ON SHEET 7. INSTALL 1 1/2"¢ PVC DRAIN PIP[ SCH 40. ANCHORED ANCHORED @ 5' C.C. & EXTENDED TO SUMP (SHOWN IN OPPOSITE SIDE) 1 '-6" • --_-~--'. ~ l2-::"':. ~ ... . . ,,.,, •• --~ -~--v.-. ~-"·-:i,.. "·. :y-• •• ,.-~ .-· ' .._.,_~CONSTRUCT RE/NF. CONG. THOROUGHLY VIBRATED TO ENSURE SOLID CASTING.---tlfdjr.,;,__z ~1----4-#5 ALL AROUND. #5@12" . -. -. .... - . -. . #J TIES @ 12" O.C. -. • -4 •• J-#5 ON SIDES WITH OVERHANG --1--'l!--.-'-'---'--!ft. -.. -.. Ji~--,,.: EXIST. CONG. & 6" DRILL & INSTALL SJL DOWELS #5 X 19''L @12' C.C., EPOXY GROUTED. b:, BRICK CONSTRUCTION, SE£ SITE PLAN ON SHEET 7. -"" -a ij c.: ' vi "" f--' -;,: ' I I I I r- 2'-6" EL. 9. 00 (NOM.) INSTALL I 1/Z-¢ PVC DRAIN PIPE, SCH 40. ANCHOR @ 5' C.C. & \ \ EXTEND TO SUMP ---1 (SHOWN IN OPPOSITE END) \ ' @3CI' x 96" DOUBLE LEAVED TYPE J 16 S.S. f-1-20 LOAD ACCESS DOOR W/ DRAIN CHANNEL FRAM[ PER SPECS. CAST W/ CONCRETE IN PIAC[. EXIST. VENT & METER BOXES TO BE ADJUSTED W / TOP TO MATCH NEW DOOR & EX. CURB. ~-CONSTRUCT RE/NF. CONG. THOROUGHLY VIBRATED TO ENSURE SOLID CASTING. 2-#5 AU AROUND. & -...______DRILL & INSTALL STL. DOWELS #5 ,-----------' X 19"L @12" C.C., EPOXY GROUTED. -"------EXIST. CONG. ACCESS DOOR REPLACEMENT ACCESS DOOR REPLACEMENT SECTION VIEW SCALE: 1" = 1' The Keith Companies ~c 2955 Hill Avenue, Costa Mesa, C\ 92626 (714) 540-0800 -"7 5 OBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/05) SECTION VIEW SCALE: /" = 1' CB CONSmUCTION NOTES: <[j}-REMOVE EXIST. JO"X9/J ACCESS DOOR & APPURTENANCES. FURNISH & INSTALe TYPE J16 S.S. H-20 LOAD JO"x9/J DOUBLE-LEAVE ACCESS DOOR & & APPURTENANCES, SEE DUAIL - @----REMOVE EXIST. BELOW GRADE 48"X48" HATCH PIATE & INSTALL CITY FURNISHED W 42"x42" S.S. 316 H-20 LOAD ACCESS DOOR & APPURTENANCES, SEE DUAIL V & APPROVED C-3368 LINDA ISLE WASTEWATER PUMP STATION REHABILITATION 12-04 RFS 5 RECORD DRAWING ~llll IES RCE 46214 1----~+-----¥===-------------+----l 1----'-'4-' RF_.,__s__j_'R'"_E".:VIS'.'.:'.ED::__:_:_IIA'.'._'.TC:_H__.::_S::-IZE':___-'=-'.:EXT.~,_':'&'_'R"':['.'.'._B4:_R__'.:_LA::_:_ii::OU~TS'j___-l_"D"_'ATE=---==~=-=c:>=~~~=o='?.==-,----A-C_C_ESS __ ooo __ R_M_O_D_IA_C~A-T_IO_N_s __ ~ DATE BY ___ o_Es_cR_1P_n_oN _____ LAP_P_'o.--+-oE_s1_GN_ED___.T..,,_.o.'--+--DR_A_11N __ Tc:::.o-'---l. CITY OF NEWPORT BEACH _S_5_19_0_S_----1 REv1SIONS CHECKED DATE R.F.S. 5 8 02 PUBLIC WORKS DEPARTMENT SHEET 20 OF 29 9 ' I rn, .... aa<H , .. ,, ~=••• .. •·=·"•••=·· ~------------~--~~=7~ ' -__ --=--:_ ___ -:_/ ' ' I z n J> I ! I I I I I I I I I I I I I I I I rEXISTING S.C.E. VAULT '~~;· I \ / 1 1 1 1--68 , I ~- / \ \ !°'--~---~~-. ""'i,:==:c:~====~ I ir. [} l \ <,., ....... .. _,---- \ D G (\, \ ~-=..::__ -.:__ -iJ J I .. ---------_\_ -~~ T -...c~.x.; =--~ ~-"' ~·· "'-.,_-_ •• I~ ----------- 4"C.O,j)I \., I ;;,--!...._ ~ 0 (SECONDARY)l~1r" i \ ...___ - SHE.ET NOTES ==~ K.DI SE[ SINGLE LINE DIAGRAM FOR CONDUIT/WIRE SIZE. 0 SAW CUT, TRENCH, DISCARD EXCAVATED M!ITER ALS, co1,1cRETf: ENCASE CONDUITS, Bft.Cl<FILL AND COilPACT TO 95% WITH IMPORTED SOIL AND PATCH/REPAIR SUl:Fl1CE TO MATCH EXISTING. 0 COi~E DRILL, SEAL WITH SILASTIC, TYPICAL ALL CONDUITS [Ni E'1ING / UITING STRUCTURE. [;!] 1"1 -8#10,1#1DG TO MOTOR CONTROL PANEL. PAJIEL FOR: LIGHTING CIRCUIT RECEPTACLL CIRCUIT SUMP PUMP CIRCUII cXHAUST FAN CIRCUIT 10 1-•·c.o. SPARE TO MOTOR CONTROL PANfl, CAP AT MCP. PROVIDE PULL ROPE. 101 I -! "C--PHONE CABL[ TO MOTOR CONTROL PANEL. t2:J INT :RCEfJT, SPLICE AND EXTEND EXISTING PHONE l.lNE TO ~EW LOC/1TIOM AT MOTOR CONTROL PANEL. ICiDI 3/;'\-2111 ~ TO MOTOR CONTROL PANEL. 1(9)~ REl>oOVE l'XISTING 120/240V LO,~D CEI\JTU AND REPLACE WITH 6 'x6""4" PULL BOX -SPLICE EXISTl:\JG CIRCUITS WITH ll[W HlJMf_ iiUNS TO PANEL 'L'. 1[921 PRl:V!DE PORTABLE, ON-SITE GENERATOR DURING POWER OU AG[ i ... 0/\D CALCULATION 1,!0TOR LOAD 25% LARGEST MOTOR OTHER LOAD TOTAL = 19.2A = 2.4A = 21 ~- = 42.6A NEW ----------.. -_ -_\. . .. ,,-:::.ct=========~ /'~~r~~F-=~-=>~ -:-::.~ '. "1 /-1:XISTING HATCH HITRANCE ' I .;/ , .. •·---'· J_ J_:ij. :::: '. ---. \_/'. /~:<"-' -~:' 1_:~--~;-~--,_ --->~'.-l ___ I_ __ --, ------ -~--:-:1,-- !~fl_ - -.. -" , ·' 1' · ---L·--.1-. .t \ I J ' -~ ----===== ---~=---□ I ••• I I I \ \ \__MOTOR CONTROi. P1\NEL LI 2O/24OV,30.4W, 1 OOA tiAIN SERVICE I 1,-EXISTING SUMP PUMP TO REMAIN / I I I ' EXISTING SEWAGE PUMP Ill I I I REMAIN. RECONNECT AS SHOWN I I II EXISTING / 1 rD1scoNNECT, REMOVE AND I II I / DISCARD MAIN SERVICE, MOTOR I ! / STARTER PANELS, TRANSFORMER ----!~ ;1--------+----u 1 r1 CDNTRDL PANELS AND ALL FLOOD SWITCH, MOU,~T PER \.\ I-,1''+/-/--/1';'--------+-1----' liELATED CONDUiT AND WIRE, MANUFft,CTURERS REQUIRf MENT5. / / Vl'f!IFY cXACT LO, '..L\TIOl,I. \ / ; /,.-{s)j \, / / I / --~i __J_ -f/ ___ --~L---- / FLOAT SWITCH, MOUNT __ ,/ ..,, \-• I / I / PER M.FR. RECOMMENDATIONS ····" ,-Jt-,-0><-°"-r-c:±~ :~=---~-- / .1 '1sO~IC-\TRiNSDUCER(__. 2 ".'.\ /"/ /,,/"' \1 , , ,,f / ·-·---; .. --r--.-\ E6 /2( _>'-' \ I I '---/ / \' 1· I --7' I / i ! j//-~1--------.... , I I ----,\ 1 /I --1---, ! 'If --' !\ / , / ~/----r1 -:----~ ~ f I ' \ / . 1 A 1 . \ \\ 1 r 1 1 II Ii I {0 // \ \) r .l \ )\ ! , \,Ls /// . ) 1 r ,, \J, I I I I P1 ,.., , \ I I \ I c:) '----EXISTl~IG EXHAUST FAN TO REMAIN '-LOCK-OFF-STOP TYP1CAL FOR 2 \ ~\ __ / / / ~ ~\ .l fsJ \ ' / / I ' ' TIE WRAF CABLE ), '>.. , ...... ,f\1--¢///// '(' \ ~ TO W ALI_ • / ...__ ,l .. c-+--e-•,..,. I(, \_ /-CONNECT TO HIGH TEMP ,..,.,., SENSOI~ IN MOTOR, [--,, I ' TYPICAL FOR 2 _ ,, .... I, \ \ ___ j > / 4 \ \ \ \~ PANE .L.m ... I.cl_ W.IT .H.3 _0 _A MAIN C.B. 1 OOA bu• I . · /; -,·-1 ---1 1 'x. ',,_ WETWEll __/ / / 1 \-l-1 --· '• .. " " '><. 11 11 I ' -,oltago -- I 20/240V, 1¢, 3W okt. ck!. bkr. no. of outlets ao. -,-~ om ..,,. i § Ill reo;m11111 ' 20 I 2 2 ' 3 2 i ' ' • ' G ----@ ' I • • 20 I ~-' -,. 1 ., -,. ~,---... totol wgils 440Q __ lol 500 X 1.25 ~ other load lotol !o(td " , ,.._ ----· ·- IMPORT A.NIT NOTICE PANEl L SCHEDULE -... ---------- iooatloi, - VAULT LIGHTS EXHAUST FAN -- VAULT RECEPTACLES -. CONTROL POWER - FLOW TRANSMITTER SPARE SUMP PUMP (8.0A) SPACE SPARE SPACE ---- I ! - -. .,, _____ . "--- 625 \~Oti'S 3900 \t'ath,i 4525 ~Wtli1@ ~ ... DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG 19 amp• SFCTION 1216/,1217 0° THE GOVE:.RMf}JT CODE RcOUIRES A DIGALERT IDrnTlflC.A 11O~ flUMfl[R BE ISSUED 8EFORl A "PCRMIT TD EXCAVA.TE" WILL BE VALID 'OR YOUR nlGAI rRT TOLL FREF 1-SC0-422-4131 TVIC 1//0RKlfJG nAYS BEFORE YOU DIG. UNDERGROUND SERVICE ALERT Of SOUTHERN CAUFORNV\ ~--_./ ------.---I L'""""~ __ I I 111~11• ,.--''JI""' 200 300 ----r· 'r200 500 --------------_:s.oo_ ----... .... 1000 -960 ' ' -- 500 I I ;·11 --\---1-.. , )C., ----,,_________ -~ -·----==------- c ON DU IT \YITH-1 / \----\-____ ------'-"'~ .. "·:~:cl<--J~·--~"-~+' ---_-_ -_ ---J...j,1-----t. -----+-1-1-----+----- CABLE BUSHING / I / --Im] ~ ~>f' fil-1 \\ ·-~--~-1~~~' .. f.-.. -----~ \.., 1 1 "C-SCNIC TRl\l<SDUl fR _ _ -=~) f', 2''C-j FLOAT___.){' CABLE TO SONIC I ~.J CABLE TO MCP \ \ TRANSl,ffl~ER IN, MCP' _ RISER To PAl·'EL ,i, PROVIDE cYS S"AL II RISU, TO PANEL PROVIDE EYS SEAL IN , l '" ~DfiYWELL - I ----------- - 22Qo l22Qo LINDI\ ISLE I The KBith l:::0177panies ~c MOTOR CONTROL PANEL 0 ~ ,_,.., C') I C> 9.6A P1 lv1S8 ',20/240V,3~,4W 1 D KAIC ['""'···.)··,t11G : .. -=--1---3/L"x10' STAINLESS 10i~ ) ' STEEL GROUND ROD I I 1---------,-------i -4#1, 1 ff6G : I I \ 100ft 3F MT5, o-------~-~ 100A GENERATOR PLUG (MALE) PER CITY OF NEWPORT BEACH REQUIREMENTS. I 001, ) 3.p I ' ·,o KAIC -:-1 #2G 1 ODA BUS I L. _____________ • l.~------: I 20/240Y, 3¢, 4'11 , -::---=+-3/4"x10' STAINLESS I I STEEL GROUND ROD 30A ) 2P , 2#8 2<0V.1r6 -- -- u-"--",_, 5 KVA 9.6A P2 I 1#8 'l 120/240V, I¢ f-(_-2_ .. ,-t-\ _S_IMGll LINE DIAGRAM -LINDA ISL[ \ _ 7 NO SCALE '-s.....__ __ / MANHOLE/HATCH \ \ ~1/2" 316 S.S. - I EYELET WITH SLOT GRADE-~, 1 \ _\\_ i _ _LJ / ,BOLT INTO CONCRETE ~,) l._ _______ \ I 316 S.S. CABl:f-~~ \ \__TRANSDUCER CABLE .,fl'/ / /,..,.--Tl EWRAP. TYPICAL WETWELL • __ _]------TRANSDUCER TRANSDUCER MOUNTING DETAIL N.T.S. E6 C-3368 APPROVED LINDA ISLE WASTEWATER R~~~4 PUMP STATION REHABILITATION 5 , 12 '1!--@'L ELECTRICAL PLANS I , 0 ,., ,- '" ,--------!1 CHC ,)RAWN EDH CITY OF NEWPORT BEACH '.::i Sl'aD-S 1-..-1--------1--------1 C =~=================-=-~.~~•=·•~-z-~, ===============~ .. c-•c=·=-~•z•=•~•~·="="~"=··=====·=··~•TI•=m~. =·=============~~~~· ,,_,,-,,,---==== ~===~=====================•·=· c,•="TI·======•c·-c<>"""'~---=--======~-===~·=, ~=~~~~m~==~~==~m~~amm~~~~~=·=·-,,,,,,,,,,,,,,,,,,s,,~,,~~~=~m•~~~nsmanmmum=-£gmfizaam••~m•mmmemms~•=~-=ffl,ffl-Emg•a-•~~Em~~ee~==m~m~z~mw~=mmmm~mmm~m=·,,=-•-1 _ LOAD CALCUl_ATION M1 9.6 F.L.AtvlPS M2 9,6 F.L.AMPS -------- 25% 2.4 A LG lv1TR 20.8 TRANSFORMER 2.1 OTHER TO CONTROL POWER _J!Q__ A CB 1---~ M 1 /T,i ~ OL I ~-(J 44,5 TOTAL LOAD ,_ 8 240 V 3Q/ 3W 60HZ AND DISCONNECT DASHED ITEMS ARE BY OT ...JERS TIME DELAY RELAY SERVICE INST. -INSTNlT/\NEOUS TCAF::::::TIMI Cl OSI_ Al fUi ENERGIZING TOAE=TIME OPEN AFTER cNERGIZING SR:::SLAVE REL1\Y FROM tHIIS lOL COMTFWL ur~IT SC..:..SON!C CONTRC>LLER -~\ MOTOR I/ 1 T -HERMAL e, ---r; MOTOR #2 pt THERM1\L 1 p #1 REMOTE 2 OFF -ON SW. ., P #2 REMOTE c..± Off-ON SW. IMPORT ANlf NOTICE Sl:C IIOfl 4216/"217 01" Tl ,E GOVERMENT CODE REOUIRI:~ A lJIGALrnT IDENTIFICA.TION NUMBER BE ISSUl:lJ ~1:rORE A "PERMIT TO EXCAVATE" WILL BE VALi). FOR vcuR DIGALU1, OLL FREE ,~1-800·"1-22-413' TWO WORKING lJAYS BEFORE ,, YOU DIG = ~ - -~~-~". ~-~-"' ·' - r ------6 LIGI-T TEST MSR1-I L1 L2 ----''' L3 Gr. 2 _L ,lc·>-<-------1-- _ SCI r- 24>---lf-'25) '- TD~5-1 (INST.) i MRt-1 ) ! ',-+----" ____ } 19 20 80 . ) ii b 30 ' - / ~ "_1 TO CONTROL POWER MSR2 A CB 3 9 9 i ----------IPMI -J ,, / I -(G)-- / -·," OL1-2 22 /~'- --__/f-----------------------------1 RI ) "-..__,,/ 1 _l_ J ()-+------------ Rl-1 ,, / j ____ _;'••R·'--___, /'~"' 23 1 Pl 1 P2 [1]--r---[I~, ______ 2_4 ______ ___,/;;)-- R2-I 25 RESET 1· I 1 TDR2-1 26 25 ,--._ -0 _L, t-(TCA'--[_) ____ __c=--c___ o I o 27 i (~;iE)2 ~):; ------~-------'----------------'(R)-----------0 /·-·, LIGHT TEST 1 MSR2-1 ---11- C-+-----~- A. CJ I CJ REMOTE OFF-ON ✓--\ -----------!\ ARZ/ - -~~ 35 ETM 35 fl --y MS2-1 R4-2 1 MRRZ-20 ~_1 .32 33 ----"-'--Cl_ ' 0--,,----f3 j O O l_<j 0 29 ,,':;:~i,, '~ TDRS-2 ,,_ __ ,,, ~--- (TCAE) MR2-1 0L2-2 ,l----Cf-------- 0 2P 1 2P2 ,!f 11 30 31 -I ~x_____f'7_____ _ 50 ,~ ' LJ CONTll~UED AT TOP DIAL TOLL FREE 1-800·--227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA RIGHT 3.0 HP 9.6 FLA 1 Z5O RPM W!R!NC COLOR ::::ODE BLACK-POWER ALL vo,_TAGES 2 RED-CONTR:JL 120V 3 BROWN-UPS POWER 4 ORANGE"-· POVi/ER 24 vr,c 5 YELLOW-POWER 12 voe CONTINUl:O FROM 13l:lOW LEFT 6 ORANGE" OR ORANGE/GR.t\Y TWISTED j: R4-I , ,------, I SIGNAL ;.\Nf} Al AR~1 7 WHITE-120V NUETRAL 8 GRAY-DC NEUTRJI.L -TDR4-7 II 52 --- RESET 5 -, /,,----.......,_ --'=------o_Lc-~-------------------/TOR\ __ _ 9 WH!TE t~2-UPS 120 V1.c,,.C NEUTRAL 18 GR[E\1 .l1LL GROUNDING Ii ' (TCAF) _ TDR4-2 \ ... ±../ 5,_3 _ _,,]_(_T_C_A_E) _______ --~----0-,'~/-• _ _, -3.Q_ 9.6 HP FLA _1_J_50 RPlvl NCTE "'!2" IS TO BE ISOLATED fROM CONTROL POWER NEUT9AL "N2" IS WHI I~- 24 VDC POWER SUPPLY -1-24 voe IS ORANG!:: -24 voe !S GRAY t·.WST BE BONDED IO GI--IUUNIJ ROD MS"I MOTOR SAVER I AR1 A:.ITO REl AY SIGNAi FROM HOA IN AUTO TO RTU ELAPSED TIME METER Ml RUN M 1 CON7 ROL CIRCUIT HAND-0'.T-AUTO SW. W/3 LEG OYERLO~.D MOTOR REQUlRFD RFl AY CIRCUIT PUMP #1 REQUIRED i,-IOTOR OVERI.OA:l Al ARM CIRCUIT , RESET WITH I HL OVU\LOAU PUSH BUTTOI' AT THE MOTOR STl!,RTER. MOTOR HIGH TEMP. AL.ARM CIRCUII R2-3 TO RTU MOTOR f'IGH TEMP TDR2 HIGH TE'>AP. L/\TCH RELAY MOl Ck f/ I MS2 MOTOR SAV::R 2 AR2 ALTO RELAY SIGNAL FROM HOA lN AUTO TO RTU ELAPSED TIME METER M2 RlJN M2 ~ONTRO_ CIRCUIT HAND-OFF-AUTO SW. W /3 LEG OVERLOAD MOTOR REOUIREO RELAY Cl,CUIT PUMP #2 REQUIRFO MCTOR OVERL01\D ,".\LARM CIRCUIT , R'::SET WITH T;1E OVERLOAD PUSH BUTTON AT THE MOTOR STARTER. MOTOR HIGH TEl\1P. ALARtvl CIRCUIT ,,_ ------- - lVIlJLLEl\T & ASSOCI.i\.TES L\fCORPORATED ET,"RC'l'RlCAT, ENGINEERS 2001065 Proj€ct :-fumber -- -- 1200 N Jefferson St., Unit D Anaheim, CEl.l. £12607 (714)63:d-86~0 ()NY 111~ ~f;(I 11"':Cl/C'JEHI FCf1 VIHl:1 nr:s, H.EClRIC~L l.'(l(UMUIT'.: 11rnt om:t1,1.1.r PREPARf"~ ,, AU71◊RIZED ·o U~E IHEI.', AllD OlfLY fOH T-( fMn:J-1,r: SIII. OR p~~noi. nrn-o·, rJR ~,llif.11 llif{ \\l~~l ~RE~IRED .~N'r OE-IJ\E Of lHt~l [,(l(IJM[NT~ l'J P/>RT 'H If! wm F IS F~RAIOOfl; WIH:;Ul t!E WRlllltJ CON',1_~1 01 /.IULi.ltl !H ~s,a, R VNlv WHlN 1H[SE URAWl~~S MW AC{O\IPA!MJ( l SP,~ClnCATIOlfi )JlL 11'_1 SKmLC L 1 L~'/llY ) MUJHI, ,' E, ME THY Sl.lrTAfll F FGf< rr11J~lP(l(;T.OI< I NI: liSF (1F fiC'i· UOCUliCN '.i 0~ AFI \JHcli l'I· OR fO~ MH C,JH:R ~-JSP~liF IS PR:1111Bif£0 [h L~\// -------- -,-,.,,~-· -.,-,-. , ==-·=~ " ____ __J I ,:::::-> I ' Jc 7\ // Js,.0 / 1/,'"1/ ((' '~.LA@ I *·~ c,, ~'\;('}'~ ' r -" ' i '"'.::::.._c, C :~ /-, I IS!~ 1 --1 ,,----If ,,.--\ -~ R5 }-- "-~_; I TDR6-1 55 54 --~~---, f--- TDRG·-2 Jt'------/TOR". --------f) ,s) 2~LQI/ 30 3W 60HZ SUPPLY I 1?5-? R6-1 bti II ,, ____ _ x< '::._/. x.x __ x_y • .;\)\x.;_ h (i NOTE ! ! FIELD WIRINC TO x TERMINALS A, B, C AND D MUST BE ISOLATED FROM ALL OTHER VO\ TAG~ BY AT LEAST EIGHT K (8) INCHES ... ~ / • '·J\.J',/\/,j"'../y_x _x__l\..X_ vv--; METER AND MAIN S[R\IICE DISCONNECT "UNDERGROUblD CONDUIT AHO ---,+~ CONIJUCTORS SCE STANDARDS (INST,) (TOAE) \..__§__/ RESET -----O__[_Q 57 --(;; "-/j 11 CONTROL DIAGR/\~,1 NO SCALc ON-OFF-ON MANUAL 100A TRANSFER SWITCH 3 #2 7 -7 58 'rr;/ )B,,, R6-2 I INTRINSIC l~ELAY ~OR FLOAT SWITCH BACK UP CIRCUIT. INTRINSIC WIRE 'S BLUE. tSR2 DRY WELL FLOOD i 0 '---c,-~3_#_2 _____ _ ----·-' 5/8"XIO" COPPER [ FROM lil-N-S[T Cl Al) GROUND ROD W/1 #? Sot ID COPPER GROUND WIRE ANO CLAMP / / / 1 OOA. 6001/ RECEPT (e--'/_~2-_\-+) ~C O_N_T_R O_L SING LE LINE DI AGRAM \ _ , NO SCAI.E ·,-_ _,./ r!OTE: FOR COWROI_ REFERENCE ONLY, SU: SINGLE LINE DIAGRAM ON M1 3.0 HP '.J.6 FLA R4-3 TO RTU MOTOR HIGH TEMP TDR4 HIGH TEMP. LATCH RFLA Y MOTOR #2 1SR1-1 AND RS IS THE EM ERG ENCY HIGH LEVEL BACK UP FLOAT SWITCH CIRCLIT, BOTH SUMPS RUN AND EMERGENCY HIGH LEVEL ALARM IS ON, R5 IS THE LAl"CH RELAY FOR THE EMERGENCY HIGH LEVEL ~ILOT LIGHT AND MANUAL RESET PB l. \ .1.'.'illAF I 3P 1Q_ATC ) '' i -__ SIZE I M2 3.0 HP 9.6 FLA I 6 6 \ ) 1 OA 2P .150..AF \ 2P ',__ FUSE 1!J At, ) CJ ~ -1, , 5 KVA 6;DOOR 240/ 480V X / SWITCH 1, I /\ 120/2.t.Q ,,. y ", 240/480 X 1 20\1 ( \ \/ > VOLTS ' /\ /• \/\/\1 t 'x x , , ool)IA TRANsFoR,1rn O '£ \ ; \j \/GROUND TRANSFORMERS -)--_ 'i _4D_2P ; , ~ DIRECTLY TO GN'~: ,:-to o, 1 ) 1 OA ) 1 OA !SA <P----~0-- ·~ FUSE~ FUSE 20A IP~~ L ,_ SPAC[ ---0 O LEVE.L SPACC ----Q " I -1 0 0--l$A 1r f-0--;; l&A I~ 6-◊-20A IP ---I 0 0--SPAC( 0 - 0--SP~c;: COIH~OL SPAC{ ◊-0 tr t ~ CONDUIT SEALING FITTING ~-0---~::J SONIC TRA>ISDUCER l ('\ VALVE VAULT \_) FLOOD 1\ \. Ef.lERGENCY LEVEL \_), ILOAT SW. El • ( a l_ 1 HIGH L[V[L ALARM 2 SONIC LEVEL CONTROLLER 3 3305 4X20 Kl YtlOARLJ lJISPLAY EXHAUST FAN I I I 4 EMERGENCY HIGH HIGH LEVEL ALARM 5 HIGH LEVEL RESET 6 EMERGEMCY HIGH LEVEL RESET 7 CIRCUIT BREAKER HANDLE'S -45,0000 ----45.0000 -~~/-· I -~- I I ·1 P / IJ 8 ELAPSED TIME METER 9 PUMP RUI~ PILOT LIGHT 10 CONTROL POWER ON LIGHT 11 PUMP REQUIRED LIGHT 7(~ •/ 7 (~} "--V,;;, 7 0::) :::,\/';, 12 PILOT LIGHT TEST PB 13 HOA (HAND-OFF-AUTO SW.) 14 ALARM LIGHT TES I PB 15 OVERLOAD PILOT LIGHT 16 OVERLOAD RESET PB ·17 SEAL FAIL TEST PB 18 SEAL FAIL LIGHTS 19 15A GROUND FAULi RESEPT. 20 OVERLOAD RESET PB r I I FAN DISCHARGE PI.ENUM W/GRILL ,,,~=-~--~~-··~· ~--~-~~----~· ~· ~~~~------------- / ScC 1101'1 4216 / 4217 or THE GO\/C:Rf/ENT c:onF REQUIRE::i .A LJIGALCRT IDEl,TIFICATION NUMRFR BE ISSUEC Bc:FORI:. A "PERMIT TO lXCAVATE" 1/11.L gc VALID. FO, YUUR OIGALrnT TOLL FREE 1-800-422-41-51 TWO WORKING ~.AYS BEFORE YJU DIG. DIAL TOLL FREE 1 -800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOlJTHERN CAUFORNIA y ·~ ,._/ I;;;;) s 1~ G) /-----, --~ ,, / '", -/ 9(9 1:ffi 1s:C:,') 1:(E) 9(0 ;x >( ~ r{§) 16(Q) 7 X !01. 'e@ 11~· /"----X :x ·-x 11R) 17(0) ,(R), ' '---X: ~ );, -X: i'(R) l GFI '(R) / ' / ,1 20(0' 19 zo(Q) ' ~' ---98.0000 ---------- 12" SQUARE SCE METER ACCESS DOOR W/PAD LOCK HANDLE HOFFMAN A-727218FSD TYPE CONSTRUCTION GASKETED 3R 316 STAINLESS STEEL -46 3/4'' ---- 3 POINT PAn LOCKABLE DOOR HANDLE HIDDEN HINGES Al'1D DODR GASSKETS CROUSE·· HINDS 1 OOA RECEPT. (REVERSUJ) AR 1042 -S22 BACI< PAM EL INNER DOOR ,-- (---, { ___ '_, j ~=F====-=-=== ---=======----------C ====------------------~--------------------==·=·=·~== • • ,. ==·•••->M<'™• ll • m ™ • •'• >,,a,h "''" ~ .,,,., c, •~ • 7 0' BRISTOL BABCOCK 3305 RTLJ 7 CONTROL RELAYS 3 CONTROL TRANSFORMER ~ CONTROL POWER & 24 voe POWER SUPPLY FUSES AND NEUTRAi RI.OCK 5 HIGH VOLT.~G': BARRIER 6 LIME VOLTAGE TERMll,l>L 7 MOTOR CIRCUIT BREAKERS S MOTOR MONITOR RFI.AY 9 5 KVA TRANSFORMER CB 1 D 24 voe 2.4.~ POWER SUPPLY i I POWER/PHASE MONITOR RELAY ·1 2 INTRINS C RELAYS ·13 fl/NR STARTERS 1 4 l~ITRINSIC TERMINALS 15 Fl~LD WIRING TERMINALS 16 CON~ROL TRANSFORMER AN □ POWER/ PHASE MONITOR RE.AY FUSES 1-----21 '·---1 l I . I , i-18.0000 -~-1 P/\~ILL EJ r·VATIONS ll]I; 1 4 ' L ------- SCALE: i"=l'-0" ElACK PANEL LAY-OUT , _ _I 8 8 ~ Ul L'3 J11,·11m ·1· L l ~ 1 s ~ [fJ ' -1 ' 1 •. 4" X 2.5" BELL _______ .I __ I~----· ( -~ ------; LOUVER IV 1'REMOVEABLE:· WASHABLE FILER ------· I 22" FROM SCE E8 C-3368 LINDA ISLE WASTEWATER PUMP STATION REHABILITATION PANEL ELEVATIONS I I / z w 0 "' r ,- C ~. 9 ~ ~, ~ I ; I METER AND TRANSFER swrrCH PEDESTALS Mtl(FLOW ~EVeNTEit ➔ WDSE 01&& P..~Y. PROP. RELOCATED REMOVE EXIST. METER & REPLACE WITH NEW ELEC. METER ANO TRANSFER SWITCH PEDESTALS. RELQCAT£ WATfR BOX AS REQ'D. SEE DETAILS G) & (1pl WATER MUER , , . I -i ' ' ' . •1: •n 1 -., i' EXIST. CARNATION WASJEWATER PUMP STAT/OIi/ - REMOVE EXIST. ACCESS DOOR (SXB.5'± 1 & REP/ACE Wf ALUM. ACCESS DOOR, SEE NOT. 1 & DETAILSQ@.-·, @2. & I 25 25 26 .':::.~-:__ -----r i -.· CONSTRUCT MOTOR / , LJ-+ / ,CON'!RQLCEf'J]Flf . i : Sff DETAIL PLAN) w A . \ 1 . AT RIGHT. \ \.~ Lt:., , NARBOR) \ \_ ~, ~ , I I . · .. · -. I I •• ' I : ., : ,, -; : ," [.;' i ,t-·<'' .:, J.).J..J,->,9"""'~~C4lJQd> }1 :,:;_,1'--· b,.', , \:v :_,_ i ,\ ,, i-r-. :r I I ! ! • ! ,' '·:' • '.' ',,_ ; l I i• ' -EX. ELEC. METER PEDESTAL, CONTRACTOR TO COORDINATE WITH S, CE & REMOVE 7 _J ' I ' ' EX. CONC. 8LOCI< WALL ) - FOR WITH S. CE & REMOVE FOR NEW £LEG. METER & TRANSFER SWITCH PEDESTALS CONSTRJ)(/10~ AS RniD 1-7 l-J"I ! If /?[LOCATED WATER _)l"f I ;·i MITER BOX =~~~R I EX. WATER METER BOX, PIPING & APPl/1RTENANCES, CONTRACTOR / . TO RELOCATE FOR ELEC. METER • ffi PEOFSrL CONSTRUCT/ON. AS 0 REO'D ./ J PROP. El.EC. METER PEDESTAL, •• .• • SEE ELEVATION BELOW. PROP. TRANSFER SWITCH PEDESTAL, SEE ELfVATION BF.LOW TIARNED '\b" - PLAiV EX. CMLJ WALL -~i j ffi ' ' ' ,=--=-I ~---,--.- rRA/IJSFEFI SWITCH PEDESTAL ' 3" ~· -----,_,. EXIST. GRADE I ELEC. MEIE-Ji /PEDESTAL . ' J :J I I ! I i I CONG. FOOTING _..-A" --f1 FRONT EL.l:EVATION TRANSFER swrrcH AND METER PEDESTAL DETAIL /1/.T.S. CD ' • -' (. ! ! ' ! ·, _I. : i ' .--: I:, ' I ' I ' ·' I ' i I'.,,, PROP. BYPASS VAULJ"1 ' CQNSTRUCT 36"X48" BYPA~t) VAt;ILT, Sff DETAIL PLAN 2 • ----- ,2.!5 EXIST. CONC. BLOCK WALL (BEYOND) ,, j I '' '' I BIRD SCREEN - ALUM. LOUVER BY CONSTRUCTION SPECIALTIES OR EQUAf_, 6063-T5 ALUM. ALLOY, 1 /2" MESH REMOVABLE MILL FINISH ALUM. BIRD SCREEN, N.T.S I / --STANDING SEJIM METAi r'=", ROCFING TO MATCH UNI ,A f-~ ISLE PUMP ST/1TION /i\ \.,.:/ / MCC GVCLOSURF I __ , '-/ • ~ LINE OF' MASONRY PR01'1•RTY / /' LINE VIALi. BEYOND I ffi .•. 6" r'-<,~-::'7" I f-, _---.,, • • \' . V" \l --+.,"'4--- -"· ---~--2" C,\IU CAP. ' (TYP. 4" CONG. WALl<WA)' -.c::: -& SL PE: .. ' .• '· _,/ ['--, 1"•c·· .. +--+--t1-+c--~·~---+--WOOD GATES WITH VERT 1 /[_..,--\ ''·,I..__I" SCORE UNES @ fi" O.C. W/ I/ 1 , • ·: . 4 x 4 TS JAMB, ATTACi 1 ,V TO lh\SONRY WALL [/ / \-a ~·9"'i--l-\-t-t-"tl'-.,__·-f'-s::tt-t---',-~~· ·~·•.'t.• --DOOR HASP & IO(;J<. 1(11£0 /\ I"-\ • I/ • ' TO C/I'('5 MASTER l<EYIN,; LL\ I" V SCHEDUIE ['-... 1,,. \, / .. "· ·= B" MASUNl?Y VIALL 4 SIi -ES , /\ J W/ Pl.ASTE/? FIN/Sf/ TO 1vl!iTC'I-J I'---....._____ / /, ~ " • • SITE PLASTER. Pl?OV/DE iALI/. CLOSURE AT INTE!iFACE N/ lXISI. ---+--+--~~L--/ • -:= ···--_.=-~~---~-~ --,__ __ P_R_O_PE_RT._ )"_L_IN_E_WALI. J \ ---• ,--;,/---------------------~.------, U· \ ~-------CONTINUOUS 4X6 WOOD il/M JOIST (PA/NffD ), Miff?[ :omvrns PROV/OF ANCHOR 801 T "{) MASONRY WALL 2.25:12 ,% MA CH XIST. NOTES : 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD POT HOLE AND LOCATE THE EXISTING UTILITIES IN THE CONSTRUCT/ON AREA AND ADJUST THE NEW CONDUITS AS NEEDED; AND SHALL VERIFY TH[ MATERIAL, SIZE AND LOCATION OF THE EXISTING SECTION 4216/',217 OF THE GOVERMENT CODE DIAL TOLL fRE!;; PIPE/CONDUITS AT POINTS OF CONNECTION AND JOIN ACCORDINGLY WITH COMPA7J8L£ REQUIRES A DIGALERT IDENTIFICATION NUMBER 1-800-227-2600 MATERIALS, BE ISSUED BEFORE A "PERMIT TO EXCAVATE' AT LfAST TWO DAYS 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT DIMENSIONS OF CONCRETE SJRUCTURE, WILL BE VALID. FOR YOUR DIGALERT TOLL FREE BEFORE YOU DIG LOCATIONS OF HINGES, DRAIN CONNECTION, LOCKS AND APPURTENANCES OF' 1HE EXISTING :C: I 1-800-422-4131 1WO WORKING DAYS BEFORE ACCESS DOCRS AND FABRICATE THE NEW ACCESS D00,9S TO MATCH ACCORDINGLY. r-. Is UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ~ "=\=."==<:r_=~=-ll=_ =DI=?=·.=·-=-~=·=·-~--;::_::;:;;;;;;:;:;;::::;:;;::;;;:;:::;;;;;;:;;:;;;;;;:::;:;:;;;;::;;;:,;;;;:;;;;:;;;::;;;;;;;;;;;;;;;;;;;,;;;;;;;;;;;;;:;;;;;;::;;;;;;:;;:_:::, ... ~ ... ::;,:::: .. :::._:;::.,;:'.,~;,=· .. =-~-.. =•-=·=·,=-==~.=•--~··=··· ··-··· ·="'"-.... , ..... .,,, ... ., ... _ , .· _ ~~=====· -""'=======-~ c_ -·------~=c -·- ',,!',-~ EX/67: SHOHE I LINE FENCE} -~. ~ • ' ~ .. --1 PROP. CONC WALKWAY) _ ,f ~ / ----EXIST.PLANTED AREA , ···---PROVIDE G./. CLOSURE AT NEW & EXISTING WALLS MCC ENCLOSURE' PLAl~ C) S'CALE : 1" = 2' .~'. PROVIDE G.I. ru5H!NG TO EXISTING PROP. LINE WALL METAL SOFFfT FINISH TO MATCH :A:;1N:u::E~~a"A-L~R~o-o-F1N_G_, ------------~--.__ I 6" · J ! TO MATCH LINDA ISLE MCC ENCLOSURE~ ~,;.~:::-=-'+---~)_''--;M=IA=i. 5/8" CDX PLYWOOD ROOF SHEJITHING ------------. . .• ..._________ __________ .. ---I. .• •• • ~ . ........___ i/2"¢ X 18" . SHAPED 2X RAFTfR@/6" O.C -----' ----• \ A,vCf/OR BOLT, 3'' WASHER & NUTS ~--t-:--4"H x 6" L ~ ,, TIMBER BEAM 2 ,. ,, ' LINDA ISLE PUMP STATION MCC · & 6, .. EMCLOSURE ROOF. I 4" H x 6" (TYP.) .::__--'---------"~---'-....../ I .; 3/15'~ x 2" LAG BOLTS @16" C.C.-------H-- • LOCATED AT 8" FROM CENTER OF SPAN. & L3 x 3 x 1/4" (FULL LENGTH)--------<-+ 16"!-I x 12"1V ALUM. LOUVERS W/ 1/2" MESH /://RD SC'1EEN. 1/2" x 1/l' ANCHOR BOLT, WASHER & NUTS @ EA END *?; {, £le: +t !;;' Sff E~) . " ffi . WEST ELEVA DON VIEW(~-) !IOTE: ffi N. T.S , -,~✓, PRO\/IDE #4 STL. REBAR AROUND WALL OPENING. 1 ' PIASTER FINISH AT MASONRY WALL, TEXTURE TO MATCH EXIST . CONG. BLOCK WALL FINISH _____ _,,_ 4 .< 4 rs. DOOR JAMB --------- 2" + coNCRIT£ CURB FOR MOTOR CONTROL ~ · • EQUIPMENT. MONOTH/C _ ·"-... :_ POLJRED W/ BASE CONG. • "--.._ FS. B.9D± 7 PROP. 4" CONG. WALKWAY W/ W1.4 W.W.M. 6" MESH , • F'QR M4SONRY WALL . ffi (Pf/f;CISl9N BLOCK), BASE & . • REINFORCEMENT, SE£ DETAILS U"J,ANDW \JI}Qf) FS. 9.00 "-i 1 '-6" MOTOR CONTROL C[NTER I> EXIST. CONG. -i :::J /ewcK ,'/ALL' ~ ~ (6"x4"xl2" CMU L.: OR BRICK ~ g; PAINTED WHITE) (.) G "( ffi <.'.> 0c: ?.:: 1..: ;::: ;,-(/) 6 [XIS f. GRADE >< {_) kl -~Roa_, F ~~M~G (~Y SCALE . 1 = 2 -~" MCC ENCLOSU~~--~ECTION VIEW CD • -G • "' - le I a - '~ . EXIST. 30"x9fi" & 48"x48" ACCESSS DOORS & APPURTENANCES, CONTRACTOR TO REMOVE FOR REPLACING W/ NEW ACCESS DOORS. EXIST. PUMP STATION WET WELL BELOW GRADE i' _]j( J):., ' ---------,_, ! i I ! : j) ! l I 'i \1 1/60"S.D. -- CARNATION PUMP STATION EXIST. SITE PLAN 1 i I,--_ I ti I! I I ,: tit Ir ii (' i II • ,~ i i r -- 7 'ii .. ' I I ·.ji I /11 ! i!' ' I ·'ii .. , )I I I /: .>/ \ 11 I I .• .I ' I I 13 PROP. JO" X96" I }! I ACCESS DOOR SEE OETAIL I ,1 i PIAN@ ! ', '; I i/ I I L __ _J :-, . i 60" S.[).---..._ 13'-0" ! I. r ---7 ' -----{13 I I I PROP. 48"X48" ACCESS DOOR SEE DETAIL I PIAN@ L __ ' __ _J ffi CONSTRUCT CONG. PAD REM6Vf E:Xl~f. 3tmfACE GO~lGl<fP: &! lll'GON&+RUGT • re ffltCU-E>HSf. &RABE- NEVI tJOOR5 . EXIST. PUM,P STATION DRY WELL BELOW GRADE SCALE : 1" = 2' 24 \ i ! 12" ,-... . \ . I / •• I ! ! I I I .. ! I ) I • ; i I I / I I-~---· ~·a~~,-·- • i . ; EXIST. CONG. CURB AND GUTTER--.:::::;;;;~ /~ """· so· "' "" \ • //// // ~==-/_ ... -._.·.· (/; 60" S.D. .,,,-EXIST WET WELL/MANHOLE ~ BELOW GRAD£ ·.···.~···-· [/ EX. 8" SANIT I EX. 3" F.M. L_ _ _] 10 I 2'-6" _--=---::__-1 2'-0" 1· 4'-9" 18'-0" 12 EXIST. 3" FORCE MAIN (/, 60" S.D. 104 36" X48" BYPASS VAULT 8" S.S. r '\o I 2·-6" I 4'-9" I t . 1.1. / .Ti Jn 2'-Q" RECONSTRUCT CONG. PAVEEMENT AFTER . •.. l'Jt'.~ ~f~~'PV,~L. ~EW CONG. PAD • -, ~REMOVE EXIST. STEEL i . ,/ COVER & GUARD POST : & GUTTER . : (EXIST COCNC. CURB ,;..L--'--,,.' -.c,· T.C. 9.75 "l, 411 ' I . • . . : ' • • FLANGE, PACKING W / . : ·• 316 S.S. BOLTS. ;. •~i·• .. i INSTALL 3" o·.t. BLiND ..L.,6~.6=0±-,-.:."".:,-·_-_'-.+-1. ·.. . EXIST .• r FORCE 1./~IN . •; ~XIST. DRY WELL) ' i \ EXIST j TEE, PROTECT IN Pl.ACE +· EXIST. FORCE MAIN BYPASS CONN. PIPE R;~~VA~ ~'=;AIL CD 13 10.80± FINISHED SURFACE • .. ASPHALT PATCHBACK 11 AGGREGATE BASE 4.00' PROP. FORCE MAIN BYPASS VAULT SECTIOIV VIEW CD SCALE : /" = 2' CONSTRUCTION NOTES @-INSTALL 48"x36" TRAFFIC RATED PRECAST CONC. VAULT COATED WITH 80 MILS EPOXY. ~NSTALL 36.'X48" 316 S. STL. SINGL£-L[AF, SPRING ASSISTED ACCESS HATCH, H-20 LOAD. @-INSTALL 3-INCH CLASS 53 DIP (FE X FE). LENGTH AS REQUIRED. ~INSTALL 3-INCH ECCENTRIC PLUG VALVE LEVER OPERATOR (FE X FE) DE ZURIK SERIES 100. CUT LEVER TO 18" LENGTH. @-INSTALL STAINLESS STEEL ADJUSTABLf PIPE SUPPORT PER CITY OF NEWPORT BEACH STD.-522-L. @------iNSTALL 12" DIA. SUMP WITH CAST IRON GRATE AND FRAME, ALHAMBRA FOUNDRY CO., NO A-2020 OR APPROVED EQUAL . @-INSTALL 4-INCH TAPPfD FLANGE WITH 4-INCH S.S. CAMLOCK (FE) FITTING AND INSULATING BUSHING. @--INSTALL MECHANICAL TYPE INTERLOCKING RUBBER LINKS, LINK SEAL OH EQUAL AT CONG. WALL PENETRATION. @-INSTALL 3" TEE (FE X FE X FE) ~INSTALL J" 0.1. VICTAULIC COUPLING, STYLE 31 . @-INSTALL J' 45· BEND (FE X FE) ~INSTALL J" 0./. TRANSITION COUPLING W/ 316 S.S. BOLTS. @-coNSTRUCT CONG. BLOCK PER CITY STANDARD PIAN 510-L -A. SIZE PER PLAN. @-:;:::::-9.Yl)i{~J:.J:: J;!f{.~~g.,e..~yg,f?4NPO/'i[Q,Plff. • . . ..•. • , .·• . •. . ffi (@-:!R£MB!/E E¾I-St,WG SURF/,8[ eeNe. (f" 1) ANEJ FBR ACCESS' 8B0R O0N5TRUCf,'0,1;} ,: A/JD REG0,0:SFFIUC~ TO Mi TCI I 1/EW [)QQR AN[) EXiST/Nfl GRAe!E . . CONSTRUCT 13'x10.5'x0.5' R£/NFORCEO CONCRETE PAD TO ACCOMODATE ACCESS · DOORS.,.• ... ,/'<,·. @-::----iNSTALL J" 0.1. PIP[ CL 53 (Ff X GR). @--INSTALL J" 0.1. PIPE CL. 53 (PL X ff). ~INSTALL 4"xJ" D.I. REDUCER (FLC x FLG) @-INSTALL 3" ECCENTRIC VALVE (FLG xFLG) ~REMOVE EXIST. 30"X96" ACCESS DOOR & APPURTENANCES AND FURNISH & W INSTALL 30"x91i' DOU8LE LEAVE 316 S. STL. PARKWAY WEIGHT ACCESS DOOR@ AND APPURTENANCES. SEE DETAIL @--REMOVE EXIST. 48"X48" ACCESS DOOR & APPURTENANCES & INSTALL CITY W FURNISHED TYPE 316 S. STL. ACCESS DOOR ANO APPURTENANCES, SEE DETAIL \Jr} @-----REMOVE EXISTING J" BYPASS CONNECTION PIPING, GUARD POST & a:-,.,, APPURTENANCES AND RECONSTRUCT CONG. PAVEMENT PER DETAIL V NOTES : 1. PRIOR TO CONSTl?UCTION, THE CONTRACTOR SHALL FIELD POT HOLE ANO LOCATE THE EXISTING UTILITIES IN THE CONSTRUCTION AREA AND ADJUST THE NEW CONDUITS AS NEEDED AND LOCATE THE BYPASS VAULT TO FIT; AND SHALL VERIFY THE MATERIAL, SIZE, AND LOCATION OF THE EXISTING PIPE/CONDUITS AT POINTS OF CONNECTION AND JOIN ACCORDINGLY WITH COM PA TIBL£ MATERIALS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT DIM[NSIONS OF CONCRETE STRUCTU/?£, LOCATIONS OF HINGES, DRAIN CONNECTION, LOCKS AND APPURTENANCES OF THE EXISTING ACCESS DOORS AND FABRICATE THE NEW ACCESS DOORS TO MATCH ACCORDINGLY. FOR THE ACCESS DOOR FURNISHED BY TYHE CITY, THE CONTRACTOR SHALL VERIFY TH£ LOCATIONS OF DRAIN COUPLINGS ON THE DOOR & MAKE PIPING AND CONNECTIONS TO FIT. C-3368 f CARNATION PUMP STATION ~ PROP. RESHCArALEBli_l. /T,1""A=T/Q2'N PLAN (2\,224 APPROVED ~ IMPORTANT NOTICE n ~ 1:1//0])rESSl!ji~ The K-ei th Companie-s __,..IC CARNATION WASTEWATER ~ SECTION 4216/4217 OF THE GOVERMENT CODE DIAL TOLL FREE (&':,"""\ r st "',/~\ I ~ RCE 46214 PUMP STATION REHABILITATION 1-2..D'I-RFS 5 RECORD oRAW1r,q 92626 (714) 540-0800 0.18.0 T.O. &REVISION FOR CONSTRUCTING 13'x10.5'x CONG. PAD TO FIT ACCESS DOORS. 10/t?b-DATE BY DESCRIPTION 'APP'D. (EXP. 09/30/05) REVISIONS ~ REQUIRES A DIGALERT IDENTIFICATION NUMBER 1-800-227-2600 ,? <> ,,. i'f,\ ~ BE ISSUED BEFORE A "PERMIT TO EXCAVATE" AT LEAST TWO DAYS I"'~ tfo. 21646 = -:;:;/ 2955 1 R~ed H)!j\.) venue, Cos/a Mesa, CA 1---+----¥~"""'""'--'-'-"'--"'-.!..!.'-""~"'--'=~-~----+-□ATE __ _ccS=-::;c~·="l:,':::-=c=-z_==+---M-EC_H_A_N_IC_A_L_P_:=LA::....::_NS..:.:::....:_A.::_N_:=D::.;D::...=E..:.l.:_A_:=IL.::.S.::._ _ __1 ;; WILL BE VALID. FOR YOUR DIGALERT TOLL FREE BEFORE YOU DIG ~,¥ E,c ,;,o;o, it/ ~ ;L_:::::y:10:~:0:g:~:42 : 2 :-: 4 : 1 : 3 : 1 :ffl=O:W:O:R:K:IN=G=DA:Y:S:B:E:F:O:RE===="":~:RG:RO:U:ND:s:m:,c:E:A:Lffi:T:O:F:SO:ITT:HE:RN:C:AL:IF:OR:NIA==:::::: ________________________________________ J __ ~_0~c~:r:~:~-I~~:I~:J~1:~_)_J_~'..'.:,:~.:,_:'.='.'.'.:_~=..:~:.-~::::.~~~~~J::::.:::.:::::::::::~~~~~::-::::::::::::::::r~D-E~S~IG~N~E~~=·o;.~1D~R~A~W-N=T~.o~.~i:Lc_1~T~Y~O£.F~N~E~W~P~O~R~T~B~E~A~C-HJ:s::.::-J5~1~9~0~-~slJ ~ ROBERT F. SEEMAN R.C.E. 21646 CHECKED R.F.S. DATE 5/8/02 PUBLIC WORKS DEPARTMENT SHEET 25DF 29 2 9" A "' "' ~ ~ CL a ~ ct: ' "' D -<l!l 1c ~ I 'b c:, I a§ & <>o ' ~ ' -.- 12" ~ [XIST. DRY WELL STRUCTURE 2'-6' CLR. OPENING ~DRY WELL STRUCTURE STAIRCASE, '<:::.J S([ NOT[S ON SHEET 24 / / / / / ', t '• '· '· ' DOWN ·,_ ' ,, ' " ', ' •, #4@12" MAX. 4'-0" ffi 13'-0" MIN. PLANVIEW ---i -~~~11 --o ! ----,,--Ii I 4'-0" 1 J EQUIPMENT ACCESS DOOR, Sff NOTES ON SH[ET 24 • #4 @1i· MAX. :1 - I - - :, ' cc=~',-., .• o " / CONSTRUCT CONG. PAD 6" MIN. TO ACCOMMODATE ACCESS DOORS REPLACEMENT 6'-611 ACCESS DOOR MOD/RCAT/ON -CARNA110N PUMP STATION@ SCALE : 1' = 1' 25 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I l I ;"f- '! I ' J-, ' ii '. I i r· . I ti " (: I I I ' 12· ~ • ~ <l!l ~ .... a c:, I 'SI- 2 #4@ 12" MAX. 9" 2'-6' REMOVE [XIST. ACCESS DOOR FOR REPLACEMENT~ ---- 4'-0" REM01/E EX..'Sf. QQ~JG. ,P,4'/E.\fe,'t.ff Alll'IQbl/\1/, AGGESS QQQR ABOVE /\.. BR¥ WELL SFRl!GWRE .'"OR ."ROP. LI::; t,t.,f-PROVEMOff \ J __,,,- ( ·~-.._____ EXIST. DOOR AND DEMOL/110N :i ' ' ' -, "'---'- -- -- 4'-0" R[MOVE EXIST. ACCESS DOOR APPURTENANCES & CONG. CURB. FOR REPLACEMENT ---- ---- [XIST. CONG. STRUCTURE BELOW CURB PROTECT IN PLACE (TYP.) - - ------- i i -----.-r: ,, \ i / / ffi /J'-0" r---:::;::c-.,.--r ~<-. ~ 7 ~/ 12" MIN. 2 1/2'' -CLR. ')'I, ..__,. &., " s-# -~ "" •• ;,. '\o 'io I \, J"± 'I I \ ~/ .. ·- 2'-6" 2.5'W X 8' S.S. 316 ACCESS DOOR W/ DRAIN CHANNEL FRAME PER SPECS. CAST W / CONCRETE IN PLACE. DRILL OR CUT NOTCH IN EXIST. CONG. FOR INSTALL 1 1/2'¢ PVC DRAIN PIPE, SCH 40. ANCHOR @ 5' C.C. & ✓ EXTEND TO SUMP ______,,. (SHOWN IN OPPOSITE END} 16' M(N,[ • J #4 #4 @12" •, . ~ EXIST. CONG. PROTECT ___,__/\ ---'-----IN PLACE. MAX. I V I 9" <:-"'"' .-,---._-,_ .. _ .. --2:., -CJ/.EAN & WASH fXIST. CONG. / SURFACE & CAST CONG. ----, ,, 1 ,' 2 #5 THROUGH •\ DOOR FRAME 1 I DOOR FRAME •. JIYP.) EX. 4"(±} SURFACE CONG. OVER STRUCTURAL CONG. DRILL & INSTALL STL. DOW[LS #5 X 7 1/2"L @JO" ' C.C., EPOXY GROUTED. -----~ ACCESS DOOR REPLACEMENT SECT/ON VIEW The Keith CompanieslTK.C 12-04 l!.FS S (U:CORI) DIIAWIN5: ;~ / -< I -~ .-. Jjj±t 4'-0n / 12" \ I f1 \ • I I " /SANO CEMENT GROUT AT LEAST • 1" PRIOR TO POURING CONG. 4' X 4' S.S. JHJ. 'ESS DOOR I PROPERLY VIBRATE AND TO ENSURE SOUDARITY. W / DRAIN CHANN • RAM£ PER ' I ____ ._ -.. _/• 0-C, -_. -·, -,/ ·, SPECS. CAST W/ CRETE IN -~:_· :_· 2 #4 THROUGH PAD \ PLACE. I INSTALL 1 '2"¢ PVC DRAIN PIPE SCH 40. ANCHORED ANCHORED @ 5' C.C. & EXTENDED TO SUMP (SHOWN IN OPPOSITE SIDE)-- CONSTRUCTION NOTES: F.S. 10.58 @ EDGE ~ '\o #4 @12" MAX. I @--REMOVE EXIST. 3o•x95• ACCESS DOOR & APPURTENANCES AND FURNISH & 0 INSTALL 30"x96' DOUBLE LEAVE 316 S. STL. PARKWAY WEIGHT ACCESS OOORQ AND APPURTENANCES, SEE DETAIL @--REMOVE EXIST. 48'X48• ACCESS DOOR & APPURTENANCES & INSTALL CITY f1"',,. FURNISHED TYPE 316 S. STL. ACCESS DOOR AND APPURTENANCES, SEE DETAIL V C-3368 APPROVED ·. RCE 46214 Costa Mesa, CA 92626 (714) 540-0800 10.18.0 T,O. RAISED ACCESS DOORS fJY ADD/NG 10.5'x13' DATE 2 . o-e, • ,:,"L CARNATION WASTEWATER PUMP STATION REHABILITATION ACCESS DOOR MODIFICATIONS xff' MIN. CONC. PAD. DATE BY DESCRIPTION APP'D. DESIGNED DRAWN T.O. T.O. CITY OF NEWPORT BEACH S-5190-S ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/05) RE'1SIONS CHECKED DATE R.F.S. 5 8 02 PUBLIC WORKS DEPARTMENT SHEET 26 OF 29 LOAD CALCULATION MSl3 --·---------- 1,10TOR LOAD i~6_{~40~~~4 ~W -_1l_K~IC ~ 6~~E~A~g!~T MOTOR I 1,1'\ I TOTAL : ~ rf : 1#2G : I, _ -, 3/4"x10' STAINLESS : I OOA • ) 1 STEEi. GROUND ROD : 3P I 1 @1---,-----<~ ~-I DOA GENERATOR PLUG (MALE) PER CITY OF NEWPORT BEACH REQUIREMENTS 100A 3P , MTS I _____ J 2"C-4#1, 1 #6G MOTOR CONTROL PANEL 10 KAIC ,----------------------- 1 = 56A = 7A = 21A = 84A 1 OOA ) 3P ----------.. L;___ --: h1#2G ,, ' ·:: -~+----3/ 4 x10 STAINLESS : , .-[, ,~A BUS r , 1 40A ' ) 40A ) 3P 3P I r;-=L ,J 00 -N7C':> Io L-,~-- (} ____ ,(-' EXISllNG ~0 (~~ 28A P1 28A P2 ' STEEL GROUND ROD 240V, 1 ¢ LA.) 5 KVA f"Q Y'i 1#Sy I 120/240V,1~ 3/f8 SINGLE LINE f)IAGRAM I I ' ~O SCAI F WOOD OECI< WOOD DECK [I ECTRICAL SITE PLAN -CARNATIO~I SCALE: I /8'= I' -0" 1(1)] SEE Sl~IGLE Lll~E )IAG,AM FOR CONDUIT/WIRE SIZE. 1(2)1 SAW CUT, TRENCrl, DISCl,RD EXCAVATED MATERIALS, CONCRETE ENCASE COi~DUITS, BACfFILL 1\ND COMPACT TO 95% WITH il1PORTED SOIL AND PATCH/REPAIR SURFACE TO MATCH EXISTING. 10) COR~ DRILL, Sl:.AL WITH SILASTIC, TYPICAL ALL CONDUITS fN 11::Rl~IG / 1cXITING STRUCTURE. 0] I "C-8#10, 1 fl OG TO MOTOR CONTROL PAN Ee. PANEL l'OR: LIGHTING CIRCUIT RECEPIACIJ CIRCUIT SUMP PUMP CIRCUIT EXHAUST FAN CIRCUIT 0J 1-2"C.O. srA~[ TO MOTOR CONTROL PANEL, CAP AT MCI'. PROVIDE PULL ROPE. i(})i 1-1 "C-PHONE CABLE TO MOTOR CONTRO_ PANEL. f2)j INTERCEPT, SPLICE MID EXTEND EXISTING PHONE LINE TO NEW LOCATION AT MOTOR CONTROL PANEL. ~ 3/4''C-2#14 TO 110TOR CONTROL PANEL. IGJ REMOVE EXISTING 120/1401/ LOAD Cl'NTFR AND REPL.ACE WITH 6"x6"x4" PULL BOX --SPLICE :XISTING CIRCUITS WITH NEW HOME RUNS TO PANEL 'L'. l@)I PROVIDE PORTABLE, ON-SITE GENERATOR DURING POWER OUTAGE. COUNTRY ROA,J ----·· --,- I /> ,( " // I I I I I: / / I / / .Ii ,,---- l --, r-120/240\/,30.4W 1 OOA MAIN / SERVICE BOARD, MANUAL TRANSFER REMOVE EXISTING 120R{7t~v B~At6N 7 / sw1TcH AND GENERATOR PLUG. ,. EXISTING s.c.E. c0Nou1T, 100A MAIN SE • \ / PROVIDE 3' CLEARANCE, FRONT / VEI\IFY EXACT LOCATION. \ AND BACI<. I \ ---~-/-' --+1---···----~~-, ~~~ ------"~\ / ·---·-~\ / ----1 --'! I --;< -/---·-~~-i<, \ / \ I ,/ \\ --·-I --'>-------~ I \ ---+-~--~ ... b_~, ~J__L-~ '. Oll.ll W.P. RECEPT.~, Prn CITY OF NEWPORT \ BEACH STAl•IDARDS \ \ 24" -. I '"·-.,., --'··---_,,, •---~ _,e> -' --.. ,_ " -~ --INTERCEP ~~, I" .. ELECTRICAi_ PLAN SCALE: 1;2·=1'-0" IOOA. lvlANUAL TRANSFER SWITCH IOOA MAIN MSB, _ATS lLLVATIO~I SCALE: 1"=1'-0" 18" DEEP -----=--I I --318 S.S, NEMA 4X ENCLOSURE. PACIFIC UTILITY PRODUCTS APPROVED OR EQUAL. ,-6" RAISED .[ CONCRETE PAD -------._L_ ___ ---- PANEL mid WITH 30A MAIN C.B. vollag• PANEL L SCHEDULE 120/240V, 1 "· 3W okt ckt. bkr. no. of outlets loc<rilon no. ... I i o r • • mts, ----~-- ' 20 1 2 VAULT LIGHTS 2 EXHAUST FAN ,----------. ~-----' a 2 \'AULT RECEPTACLES ------~- ' CONTROL POWER ---" fLOW TRANSMITTER ' SPARE ------- ' ' ~;UMP PUMP (8.0A) • SPACE --· ----" ?0 1 I '.,PARE rn ' ~-,PACE 11 . I ,. --~ --· Iola! wa·lts 4400 , -~or lcl 500 X 1.25 "' 625 waits other load 3900 watt. lolai load 4525 waits "' 19 amps ----- D.ATE - APP'D DESIGNEc C,HC DRAWM EDH - C,ECKED LDM DATE 5/8/02 ~-\ / \ J f. -~·-~- 1 ODA !>YS _,., __ ... watts ~--A--" 200 300 1200 --- 500 200 1000 _. . 960 ---- 500 -- - - -··-,.. --.. 2200 2200 -----" E9 C~3368 b ' LO/\D CALCULATION IVl'I 28.0 F.L.AIV,PS M2 78.0 F.L.AlvlPS 25% 7.0 I~ LG MTR 20.8 TRANSFORMER :!.1 OTHER 85. 9 TOTAL LO;\D DASH\: ll ( FMS ARI BY OTHERS TIM[ Or:LP. Y l([lfl.Y SERVICE INST. =INS-ANT AN EOUS TCAE::::TIME CLOSE AFTER Et~tRGIZING TOAE-TIME OPEt,.I AFTER El~ERG!ZING SR=SL.AVE RF:LAY IIWM BRls-·oL CONTROL UNIT SC=SONIC CONTROLLER p\ MOTOR #1 ~~ THER~1AL r~ MOTOI< #2 ' THERMAi ,,, P /t1 REMOTE 2 OFF-ON SV,'. 3 r //2 REMOTE ,i OFF-ON SW. ~-~ --- PPMR-1 30 A Cll c) 1-cj ~ ~ , ., CJ u - OL2 ,·y·_ T1 Ao-~---.-._-- t-~t-----'-x,./ 2 1 ,-,,-:T3 t-.,+t-----A✓ t~~ -1<1- Cl --·7v1,) \, lvl L, '-..._ / ,Q.O HP 28.0 FLA 1 750 RPM ·10.0 HP 28.0 1cu1. 1750RP,A WIRING COLOR CODE 1 Al ACK-rowrn ALL VOLAGES 2 RED--CONTROL 1701/ 3 BROWN-UPS POWER 4 ORANGE-POWE9 24 VDC 5 YELLOW-POWFR 17 voe 6 ORANGE OR ORANGE/GRAY TWISTED-SIGNAL/ ALARM 7 W'--llfE. 1 ;wv NUET9AL 8 GRAY-DC NU r:-RAI_ 9 WHITE N2 -UPS 120 VAC NEUTR1\L 'OGRU.N ALL CROUNDING 11 & I.:! I " " 1 Oc--P , NOTE N2 l'.i IO BE SEPER1UE FUSE 3A uJ"\.~J FROM CONTROL POWER NELITRAL ~~SE 1A 5 KV~§n',, ·-rr'} "N2" IS WhlTE -1·:_ j24D\480 X 120V 4-0A 2P \c C; 4011, . . ... "::>-<;>-"i '.:l...----::.? 500 VA XrORMER ~BLK 1 ± ~ ---------l,,J ~ @Flf ' -o 7c715A 15 --~~~1·• . ·1 FU 1 DR.SW. -"N" IS WHITE ~--_-_c._'j 15A 15 ·):5 FU 2 l bl!< ___ ,rn..,..-rr"1,_____ 1 G _ -~ ~,-,-lk--,1 l!----'C=------------------H11' r. ,) c-201\ 20/\-0--3 '(----C_J}----(~ ~,J 1 0 A N • ,5 A l-,-,,-,-y·yy-y; Gr .. •ill I ~ ; '. / _ I 5bll< _,( pN\i"' t----------------Gc\------------------4 CONTROl_ POINFR ON '\,.\,\ .. ~ /-"--MUST BE E,QNDC:D 5 A + - MSR1 1 7,1. voe l70WU< SUPPLY + 2-4 \/DC IS ORANGE 24 VDC IS GRAY 2 ------------------------,,,M~} _J TO GRO:JND ROD MS1 MOTOR SAVER 1 SONIC CONTROI.LEr, LIGHT TEST _L ________ 3 ___________ 7 c~~\ __ _/ ·' CC'}--1---------t-- _L_ 00 A -G_ I _i_; REIAOTE OFF-ON ____ H~ ""]-. [i} 0~~~2 0 ---5 6 C -c <1 SR1-1 A , II TDR5-I (INST.) 19 8 tAR1-1 --------------------------1•"~0----- "---/ 2D '-.._-_/ ----------------... -••--•-•• ____ , __ " -•-•-••~ • ---••--•••--•-•-•••--e--:).!:>-,--'1 CR3-1 1 --';----_)--j--------l. 21 '-... / -------------------------(R) / -•. OL1 -2 1----jf I~· -() '_}--- ,_ 1 o----- R2-1 Jr TDR2-1 ----f- (TCAE) MSR2-1 1Pi 1P2 ,;1 1~-,-lf L3J 25 -____ 2_6 __ RO~-ET ,_ ?.~. ··--· ~· .. JTDR \--+ 1DR2-2 \_~/ 1 ''.l (TCAE) , / L -'~----------------cR;, --s /-', 28 CONTINU[D AT TOP RIGHT ARI ALTO RELAY SIGNAL I-I-Wfi.~ I IOA IN AU ro l O RTU I-.. APS! I) IIMi_ METER M1 RUN MI CONTSOL CIRCUIT H/1ND-CFF-1\UTO SW. CR1 STARTS S.S. STARTER "'1(2 S.5. STARTER FAIi_ AND ST/I.RT Mi THROUGH TDR1. OFF ON FVNR BY-PASS SVI. ~·s<1 SHUNTS FYNR STARTER W/3 LEG OVERLOAD AFTER S.S. ST/1.RTER IS AT FLJI I SPETD. OF'[NS FOR RAMP DOWr-J AT SH UT OFF POWER SAVING ON-OFF SELECTOR SWITCH. SOFT START FAIL R:::SET MOTOR REQUIRED RELAY CIRCUIT PUMP fl1 REQUIRED ;:;m I :ilARI I-P-.!L t✓OTCl~ ovrnLJAU AL.ARM CIRCUIT . RESET W!TH THE OVERI_C,'\D PUSH BUTTOl'J /-1.T THE MOTOR STARTER. MOTOR HIGH TEMP. ALAR~i CIRCUIT R2--3 TO RTU MOTOR !IIGl-I T[MP TDR2 HIGH TEMP. LATCH RFI AY MOTOl #1 I MOLllMt----------- CONTINUED FRO~A BFLO\lv LEFT '.,'9 j~r~; 1 _L 'i ,-0I :c·~---- ' A I Q_ 1 __c: REMOT~-/FF-0~'1 MS2-I R4-2 l, : ci_ l~c_;~--CT-'--n-14_-,-, ~-,c--2c--1 , 1 SR~~-1 A f U-- ' , SC2 ! 4_5 <,~ !H r-<I}-~~ TDRS-2 (TCAE) 'I MR?-1 ,-- ' r.l6 ,--oc>-+--- 47 ---,-~ ------· OL2-2 ---11 ,.-........, _______ _,/ MR2\- 48 •. ' ---~/ ,--.... ----<· R3 )~ -R3-1 1 _l_ r·-:::i o-t---___ 4-"9'-<a----· \R),-----¢ R4-1 --cl+------ 2P 1 2P2 ----/ _ L----s_o_ TDR4-1 RESET 5~- (:"CAE) ,/ --',, ,-----..... -------~: R4 )-,, ____ ,..-- 1 _J_ 01C-. -· 240V 60HZ ISR1-1 , A/_2<-M,>:s/::/\?\Z2SlX\?\1 l\iOTE ! ! !:s'l. , ' FIEl.D WIRING TO ~ • TERMINALS A, B, C k'<J AN[I D MU'.::,I BE A ISOI.ATED FROM ALL CTHER VOLTAGE BY AT ! F A:il Lll;I~ I (8) INCHES ,_:_ -)<)<-._>Z)<;{;L,X)OZ: < TDR6-1 "I 7 SR1 1 rr 0 181 54 ~.,_E_S_F_T_,...c57 __ 1 R6-' -r L 58 [~~· G Kl ci. j -- INTRINSIC RELAY FOR FLOJ~T SWITCH BACK UI' Cli~CUIT. INTRINS!(: WIRE IS BLUE. !SR2 DRY WELL FLOOD CONTPOI DIAGRA~/1 30 3W SUPPI.Y ;,10 SCALE SI AII\ILESS STEEL METER AND iAAIN SERVICE DISCONNECT ON-OFF-ON MANUAL 1 DOA TRAI\ISFER SWITCH --------11 --DOUBLE ENTRY STAINLESS .L, STEEL METER PEDESTAL i AR2 AUTO Rt:LAY S:GNAL FROM HOA IN AUTO TO RTU ELAPSED TIME METER M2 RUN M2 CONTROL CIRCUIT HAND OFF-AU10 SW. CR4 STARTS S.S. STARTER *K2 S.S. STARTER f:"AIL AND START M2 THROUGH TOR3. OFF-ON r"VNR BY-PASS SW. *K1 SHUNTS FVNR STARTER W /3 LEG OVERLOAD AFTL? S.S. STARTER IS AT FULL SPH:D. OPENS ~ OR RAMP DOWN AT SHUT OFF POWER SAVING ON-OFF SELECTOR SWITCH. son START FAI;__ RESET MOTOR REQUIRED RFI AY CIRCUIT PUMP #2 REQUIRED SOFT START FAIL MOTOR OVERLOAD ALARM CIRCUIT . RESET WITH THE OVERLOAD PUSH BUTTON AT THE MOTOR srARTER. MOTOR HIGH TD.1P. ALARM CIRCUIT R4--2 TO RTU MOTOR HIGH ffMP TDR4 HIGH TEMP. LATCH RELII Y MOTOR #2 ISR1 --1 Al~D R5 IS THE EMERGENCY HIGH LEVEL BACK UP FLOAT SWITCH CIRrlJIT. BOT!l l'UMPS RUN ANO EMERGENCY ~IGH LEVEL ALARM IS ON. R6 IS THE LATCH RELAY rnR THE EMERGENCY HIGH LEVEL PILOT LIGW AND MANUAL RESET PB I \ 111) 3 #2 "UNDERGROUND \f, n CONDUIT Ai~D I ' 3 #2 ~ J ------,~ I I -----I . 3P CONDUCTORS , ~-" 3 #2 ----·:- SC E ST A 1\1 DAR D S _EW_i/~ \I ,, '>()-···-· ! ~: .llllli~ o/S"XIO" COFPrn CLAD GROUND ROD W/1 #? SOLiD COPPER GROUND WIRE AND CLAMP I _u1i\~i () / J ! _lQQ.AT . -. L__ --I , ·--~--_F_RO_,_I_G_EN-SET I ' ' I I IOOA 600V REC[PT CONTROL SIHGLE LINE DIAG1~AM NO SCA.LE HOTE: (2~ FOR CONHWL REFlRENCE ONLY, S[E SINGLE LINE DIAGRAM ON --~~/ M1 10 HP 28,0 FLA SIZE 1 APP''). ,,,...) \ ('~ 10A 2P .15.JlA;:-\ 2P FUSE _4D_AJ, I ,, r· <];DOOR ' I\ ,, j' 480V :< (i SWITCH ( \I \ \ 1 20/240 5 KVA ~-t-/-_ ~-SIZE I _,-IT ,,, X I\ 240/480 X 120V \ !\;\/ VOLTS / \/ \ 1 \ 5.llil.. VA TRANSFORME~ Y / f \ /\ /\ / GROUND TRANSFORMER s U\)_ ~"I \ ·1' ,; DIRE"vTLY, ·10 GND. ROD ? , /) • 16 15A \D---0 ~ ·'t-oi.1 .. 15,1. IP M2 10 HP 28.0 FLA I ) 10A ) 10A mi> ==---=~-·~--0---1~.1. w h FUSE:~-) FUSE ::.:(::,=:-:= --=-:::, \D -LEVEL >?.\CC ~--~.I '-'-WA' CONTROL >PAC;: --c o--c SPA~[ I --~ ~ t <--CONDUIT SEALING FITTING SONIC TRANSDUCER r\ VALVE VAULT -.. \.) fl DOD \ 0 1 EMERGENCY LEVEL -J FLOAT SW. O.~TE G ~if:, """"'L - DESIGNED CHC :lRAWN EDH CHECKED LDM L,\ TE 5/8/02 " E10 C-3368 ,.; -• i i s-5 DOOO r 45.0000 --,-=.,-.- --~---' l I 71 - , / I '® -2 j I_ i / '"~ 'D ! s rc5, I ~--\,_) i / (~,}. I -✓ s§ ' / ~@ 1@ ;c _ _;< --, 1"(A) 16(0J X '-':< ~-"® -;x., ___ x 1~ Rl u / ',, zo(o) _Jl = ~ ------ 1-, ----------- BACK PAr-.lEI L/\Y-OUT -----98" - T--, 5 ~~~R I XFO~ Q [) {j Do fc>l 1.d] g [J] [d1, [TI [1] - 1 '1 f1 [I] lh1 [O rcJ [L ~ ITT7] ij [JI ITJ1 • I 10 ,(i\ 71"~ ' / "(c) / 1@ 1 :(!:) 14[!) 16(cj 17('§) ~FIJ 19 "c~:t' _/ " 6(s·\ ~-j r--._,. I\' \ 7 \ -~~ -v --~ ~ 6\8 ' -,_/ ",--/ 9 ( c0 x' x ~ ('~ / = X 1,(f~ -''x_ 'i(f~ ,;i8t ~==5 r I ' _ _J I ~ DIST. I PANEL 12 INNER DOO~ SEEM 0_J 11 i LJ R □-15 4 ITTTTTTTl = 1 7 _i_ l__0uvrn _ _1>/REMOVEABL_E, w,,ShABLF FILTE-R--~- 11 6[ill -98,oooo ---------------~ ~1 ----~---- 'I 1-f-_,\fi DISCHARGE Pl EN Ui,/4 W /GRILL ~~--46 3/4" ~~~~ _J 12" SQUARE SCE METER ACCESS DOOR W/PAD I OCK HANLJL'c HOFFMAN A-727L'18FSD TYPE CONSTRUCTION GASKFT[D 3R 31 5 S 1·A1NLESS STEi::T ~ I I u ,' 3 POINT PAD LOCKABLE DOOR HJ\.NDLE HIDDEN HINGES AND DOO~ GASSKETS CROUSE-HINDS 100A RECEPT. (REVERSED) AR1042-S22 ,/--:I~'\ I I Pi\NEL FllVATIONS ------ ) • -SC.scE: 1"::::1 '-0" \, ,..______,__.,/ -···. --··-· ~. The Ke,ith Cornpanie s~TKC ! -·--· I • ' ' ' ', ' ~1 I I I r \ 295~ h'ed II.ii'/ Avenue, Cos(-a Mesa , CA 92626 (714) o40-C800 1-2-1)\-RfS /5\ RECORI> l)RAWIN&" -- DA.TE BY DESCRIPTION Re VISIONS -,.------·,--·==:.--·-·· ----·s,,·,. --= ••· ----~ 1 HIGH LEVEL ALARM 2 SONIC LEVEL CONTROLLER EXHAUST F 1-\N 3 3305 4X20 <EYBOARD DISPLAY 4 EMERGENCY HIGH HIGH LEVlL ALARM 5 HIGH LEVEL RESET 6 EMERGENCY HIGH LEVEL RESET 7 CIRCUIT BRL\KER HANDLE'S 8 ELAPSED TIMC METER 9 PUMP RU~ f'ILUT LIGHT 10 CONTROL POWER ON LIGHT 1 -, PUMP REQUIRED LIGHT 1 2 PILOT LIGHT TEST PB 13 HOA (HAND -OFF--AUTO SW.) 1 4 ALARM LIGIIT TEST PB 1 Cl OVERLOAD PILOT LIGHT 16 OVERLOAD l,ESET PB n SEAL CAIL TEST PB 18 SEAL FAIL UGHTS 1 9 15A GROUNc FAULT RE SEPT. 20 OVERLOAD PESET CONTROL TOR'S AND RELAYS MODEM/RADIO 3305 BRISTOL RTU CONTROL TRANSFORMER HIGH VOLTAGE BARRIER LINE VOLTAGE TERMINAL BLCCK MOTOR CIRCUIT BREAKERS PG 8 CONTROL POW[R & 24 VOLT POWER SUPPLY FUSES AND NEUTRAL BLOCr: 9 5 KVA TRANsr·oRMER CIRCUIT BREAl<FR 70 24V DC POWER SUPPLY 11 MOTOR MONITOR RELAY 12 SOLID STATE STARTER 13 INTRINSIC RELI\YS 14 1VNR STARTERS 15 LINE VOLTAGE RUN RELAY 16 INTRINSIC FLOAT FIELD TERMINALS 17 18 F1ELD TERMINALS POWER/PHASE MONITOR 19 CONTROL TRANSFORMER RELAY AND POWER/PHASE MONITOR RELAY FUSES --21 '' ---=1 Jf'li'" EB __ _rl DOOR ~;[r~ -~I ,I '--3' - BACI< PANEL I U) ' u I I ' f--=; i jll ~~~ ~ 18.0000 ~ ""-=· """'"" APPROI/ED -.ffY't. : 1,l/ U T¥ITI CS \;;~~i_,r-ri<, I 54" ~ 1s.oooo ~I ' l CARNATION . . RC[ 46:1'4 PUMP STAT!ON E11 C-3368 -- WASTEWATER REHABILITATION DATE 5 .e,,;, . .:,'t, PANEL ELEV A TIO NS -- APP'D, D[SIGNCD CHC ilRAWN EDH CITY OF NEWPORT BEACH s-s,,o-s CHECKrn LDII [:>ATE 5/8/02 PUBLIC WORKS DEPARTMENT iSHEEI _29 OF :29 " C• ' ' ' I ·-~- ' 'C) ' ii' I I! '" 11~ ' I '