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Home My WebLink AboutR_5532_S• ' j I • ' ' ). 2. 3. 4. 5. 6. 7- 8. 9- 10. 11. 12. 13. 14. 15. 16 17. 18. FASf!/ON ISLAND l'I~ oi< 8/GC4NY0N COVNTRY CLVB ., GOLF COVRSE SITE ---i@H:i..,_- VICINITY MAP GENERAL NOTES THE CONSiRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF NEWPORT BEACH CONSTRUC- T!ON STANDARDS AND "STANDARD SPECIFICATIONS FOR PUBLIC WORKS <;.ONSTRUCTION, "1985 EDITION" AND SUPPLEMENTS. STATIONING REFERS TO CENTERLINE OF STREET UNLESS OTHERWISE SHOWN. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE SHALL BE RESPONSIBLE FOR VER!FY!NG THE ACTUAL LOCATION AND ELEVATION IN PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FAC!LlTIES . CURB DATA REFERS TO FACE OF CURB. i CONTRACTOR j THE FJELD 1 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM lN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND WALKS. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS AND DRIVEWAYS. ALL PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. SEWER AND STORM DRAIN MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINSH GRADE AFTER PAVEMENT 15 IN PLACE. SEWER, WATER AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN THE· ESTIMATED QUANTITIES ARE HORJZONTAL DISTANCES. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAINS IN ACCORDANCE WlTH CITY STD. 510-L. PVC SEWER PIPE MAY BE USED IN LIEU OF VCP. THE PVC PIPE MUST BE MANUFACTURED PER ASTM D-3034 SDR 35. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. THE PVC SEWER TRENCH SHALL BE BACKFILLED WITH A GRANULAR MATERIAL (SAND) TO 18" OVER TOP OF PIPE AND CONSOLIDATED BY FLOODING PRIOR TO COMPLETION OF TRENCH BACKFILL. THE CONTRACTOR(S) SHALL REQUEST INSPECTION FROM PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK (644-3.0IO). ALL WATER MAINS 12" AND LESS SHALL BE INSTALLED A MINIMUM 30" BELOW FINISHED SUB- GRADE. ALL WATER MAINS, VCP SEWER MAINS, AND STORM DRA!N LINES SHALL BE BEDDED PER CITY STD. 106-L. ANY WORK TO BE PERFORMED WITHIN THE RIGHT-OF-WAY OF MAC ARTHUR BLVD. WILL REQUIRE 1 , _ AN ENCROACHMENT PERMIT FROM CALTRANS. A PRIME COAT SHALL BE REQUIRED PRIOR TO PLACEMENT OF ASPHALT CONCRETE. THE SURFACE OF THE UNTREATED AGGREGATE BASE SHALL BE COATED WITH O. 25 GAL/YD2 OF SC-70 OR SC-250 LIQUID ASPHALT. TACK CO/\T AND ASPHALT CONCRETE SH.~LL CONFORM TO PROVISIONS AS STATED IN THE CURRENT EDlTJOtl OF THE STANDARD SPECIFICATION, (CALTRA~S) TYPE B, ~" M4X .. MEDIUM. ALL TEES AND FITTINGS ADJACENT TO WATER VALVES MUST BE FLANGED END. O.C.S, BENCH MARK 38-21-70 ConstruCtio~ Contractor agree_s that in accordance with generally accepted constructiori practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement·shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and ·all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design Professional. ALUM CAP 0.9 MILES N'L Y ALONG MacARTHUR BL. FROM SAN JOAQUIN HILLS ROAD 52' E/CL AND 9' LOWER THAN THE • BLVD. IN THE TOP OF A CONC. HEADWALL. ELEV.: 165;61 ADJ. 1976 •• • ~ I I • ;. I I I I . __ , ·---·---------- PLAN AND PROFILE FOR THE IMPROVEMENTS i • OF STREETS, SEWER, WATER & STORM. DRAIN r WITHIN BIG CANYON APARTMENTS TRACT NO. 12105 --------------------------------- RESIDUAL LOT OF TRACT 12105 ►ft1 $ MACARTh't./R ,BL V.O. ----------------------------- ..------✓Ol!NT✓CA£. ... SHEET l 2 3 • 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 NO. D 0 0 6 INDEX OF DRAWINGS DESCRIPTION '£!TI,£ SHEE'f, GENERAL NOTES & INDEX MAP DETAIL. SHEE'r, TYP. SECT, & CONST. NOTES W /QlJAf,t'!'ITlE.S !3AYHILL DRIVE, STA. 9+72. t'i6 'l'O 1•1 + 50. 00 BAYHILL DRIVE, STA. 14+50.00 'ro 1B+82,4.S • BAYHILL DRIVE, STA, 18+82,48 TO FORD ROAD MUIRFIELD, STA, 1+00,00 TO 6+55,90 MUIRFIELD, STA. 6+55.90 TO 10·b87.91 WATER 6: SEWER 11A, B-1, 8-2" \BAYHILL DRIVE) WATER & SEWER "B" (BAYHILL DRIV~J WATER & SEWER "B" (BAYHILL DRIVE) WATER & SEWE-:R "C" {BAYHILL DRIVE) WA'l'ER &. SEW2R "0" (MUIRFIELD) WATER & SEWER ''D, D-1'' (MUIRFIELD) STORM DRAIN STORM DRAIN STORM DRAIN STORM DRAIN STORM DRAIN SEWER FORCE M,'\.IN, B'ROM P.S. TO S'l'A. 11·1·00 SEWER FORCi;; MAIN, FROM STA. 11+00 TO EXIS'!', MH #2'.l,OCSD SEWER PUMP STATION -MECHANTC.I\.L PLAN SEWER PUMP S'l'ATION -ELECTRICAL PLAN DIMENSION PLAN DIMENSION PL.AN SIGNING. 8 STRIPING PLAN SIBEET SEWER 8 WATER STORM DRAIN SEWER F.M. / , INDEX MAP 1":100' f MACARTHt./R If ., I I I I I \ I f ! :i t \ ' \ I t _________ __.._ __ __J PAVING SCHEDULE· OPTION 1 OPTION 2 P. C. C. NOTES ~ ~~ERGENCY TELEPHONE NUMBERS STREET NAME STATION A.C./A.B. A.C./A.B. BAY HILL DRIVE 9-1-72.66 TO 12-1-00 3"/ r2'1 411/9" " " " 12-1-00 00 TO FORD RD. 311/ -3" 3:5"/ 611 MUIR FIELD 1+0000 TO 10-1-87.91 311/ 711 3.511/6 11 PARKING BAYS AS SHOWN ON THESE PLANS 3'/611 -- . RECOMMENDED PAVEMENT SECTIONS Based on the 11 R11 -Value data and designated design traffic index obtained from the City of NewjJor_t Beach, the following pavement sections are recommendcct: LOCATION Streets/Driveways Lots 6 and North Parking Bays Lots 6 and North Streets/Driveways South ·of Lot 6 Parking Bays Sou th of Lot 6 TRAFFIC SU11CRADE RllQUIRIID GRAVEL F.QUIVALENT '!i!ICKtff.SS A, C. • TIIICJCNESS 111ICKNESS ..(JNC!!_ES) 3 3½ 3 3 4 3 3½ AGGREGATE BASE TI!ICKNESS (INCHES) e 6 6 12 9 9 8 .. ..__ .. ., . --.".r:t~~ 1. CONCRETE PAVING SrlALL BE PLACED DIRECTLY ON THE PREPARED SUBGRADE AND REINFORCED AT MID-HE!GHT WITH 6X6-10/10 WELDED WIRE MESH. 2. SUBGRADE SOILS SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT RELATIVE COMPACTION IN THE UPPER 12-!NCHES. SUBGRADE SOILS SHOULD BE WELL-MOISTENED IMMEDIATELY PRIOR TO PLACING CONCRETE. 3, • POSITIVE DIVISION OF THE CONCRETE PAVING SHALL BE PROVIDED BY BOTH LONGITUDINAL AND TRANSVERSE JOINTS (SEE CONTRACTION JOINT SHEET 2) AT A MAXIMUM SPACING OF 15 TO 18 FEET ON CENTER. CONCRETE SH"-Ll BE DIVIDED INTO AS NEARLY SQUARE PANELS AS POSSIBLE AND PARTICULAR CARE SHALL BE TAKEN TO PROVIDE JOINTS AT RE-ENTRANT POINTS IN THE PAVEMENT. CONSTRUCTION (COLD) JO!NTS SHALL BE DETAILED AS SHOWN ON SHEET 2 AND DOWELED WITH REBAR AT 24-!NCHES ON CENTER. DOWELS SHALL BE 35-INCl,ES LONG WITH IS-INCHES INTO EACH SLAB. 4. CONCRETE 3HAL1 BE DESIGNED FOR A MINIMUM ALLOWABLE FLEXURAL STRENGTH OF 300 POUNDS PER SQUARE INCH. RECOMMENDATIONS FOR THE TYPE OF CEMENT TO BE USED IN CONSTRUCTION WILL BE PROVIDED AT THE CONCLUSION OF MASS GRADING AFTER SULFATE TESTS HAVE BEEN PERFORMED ON REPRESENTATIVE S/lMPLES OF THE ONS!TE SOILS. 5. CONCRETE SHALL BE A MINIMUM OF 560-C 3250 PREPARED IN THE OFFICE OF NOTICE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR '. AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA ED!SON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER, WATER) NUMBER 1~800-422-4133 835-3833 1~800-422-4133 NllME UNDERGROUND SERVICE ALERT CHET WRIGHT UNDERGROUND SERVICE ALERT GIL GOMEZ OWNER-DEVELOPER SO!LS ENGINEER AND GEOLOGIST •• 01RVINE PACIFIC DEVcL(jpMENT COMPANY 610 NEWPORT CENTER·DRIVE, SUITE 200 NEWPORT BEACH, CALIFORNIA 92663 GEOSO!LS 15801 ROCKFJELD BOULEVARD, SUITE C IRVINE, CALIFORNIA 92714 TITLE SHEET Coflfomio Council. ofOull Engineer, &lonc:I Surueyo,, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN- Si O NS AND SHALL REPORT ALL DISCREPANCIES TO THE • ENGINEER PRIOR TO THE COM· MENCEMENT OF WORK. The existence and location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge there are no existing utilities except those shown on this plan. The Contractor is required to take au precautionary measures to pro• tect the utilities shown, and any other lines or structures not shown on-these plans, and is responsible for the protection of, and any damage lo these lines or structures. • 00 Lt, e-, i Lt, 00 0 0:: E- PUBLIC WORKS DEPARTMENT SHEET 1 OF 25 ./N, 85•1558 ) l ' ~ I 0 ~'JS r □ n 0 f: I ~ 0 ~1)~ s: D ~I i'l ~ ~ D D !'; "' z ~ < 7. 0 '!Gl ~· C z ~ , ~ " ,z ~ " D ;;. 0 (\\ l\)c ~ ~ ~ " ;' II) ~$'. fli ~f:S CD Se ~ ,- ¢1 ' " - I I. ) I I D I \: z :,: C) 0 r ~ ~! 0 :n ~ 8 ~ :::: ~, 0 "' " " a, 11 T, □ < ~ D z m !'; ~ < z 0 u.l ~ C z '( ::; ~; z % ~ C , 0 ;;; ~ ~ ~ " r > • ,, 7 l;4~£,~E'::> ~ o/4 "o.c;.. fE;I< CIT'( S,D. 161 • l 7 SIDEWALK TRANSITION AT F.H. DETAIL. HANDICAP RAMP DETAIL N"rS 4' OR LAR&&R I P.C.C. BAND DETAIL NTS 4 WATER METE~~ox DETAIL NT$ B"Bl..OCK ( '3/<3"£,rP, JOINT MATZ, {lr'PICALJ 4' "1 cl 3/tl"EXPAN5l0N JOINT MAT'L-.. EXTEND TtlRU .CURB (Tr'P.) "' SECTION LEVFL LINE 03 -4°4 5,JJO0T,'I 6,,,L V: BAR.5 (4 1 LONC,j (fi) 16/L.C. . ,;:i"F,c?OM 80TTOIY7(TYP/C.4~} ,4LL • LOCATIONS Sh'OWN. A l A ' L f _J sEcr10N e-.B VARIES B"RC.C. OYER ___ _ 4',16, B4,E 0/8" -/ J ,," . r-C • 0 n ~ ,p .• • \ ;,I I.> ~ ~,"/;,MO,_,.. ,•,l, ,•_;, r> (l .'-P,,1',., " .,.o D....,J 0 ,• I SECTION I ~-3/tB"'E,t"PdNSION Jd/NT MATZ.. exrSND T,L---(,QU CURB ( TYR) ,N_OT§.:' . SMOOT// TROWEL 8'' WIDE FL.OWLl,VE IN GR065 GL.l"FTE.C?S .4/JD .4'PRON.S Wl/.iRtit GRADES 4/2E LESS rl-lAN /. C) ..,./o P.C.C. V-GUTTER DETAIL MTS a' c.o. I &\RA0c __L :· 1 GARAGE a' .0. HOUSE.· UTILITY DETAIL MTS, --(i) CflOSSWI\LK PLAN ------,---- CQVST. 4' P.c.C. CJ//eR COMPACTeO NAT/Vi: AS SHOWN 4" P.C,C. TRASH PAD DETAIL GL/rTER,f l. 18" WlD[ Si'\COlll TROl;EL·COtlCRET£·11MO. i. lOOftM THICK LOCKSrnNE ·PAVER-'TAURUS', av PERI-\II C()l!CRF.U:, !21~0 OAY ·msrn, R't'lERSIOE; Cl\ 92508 (7141 653-1107. COLOR TO 0[ S£U_CTEO OY 1.A!IOSCAP( ARCIII• TECT. 3:. IISl'!II\LTlC PMING • SEE CIVIL PLIIUS. 4, '-l51'C()-IPACTEO SUII-DASE, 5. l" 511110, 6. 14• RI\OIUS. 7. 6" COIIC-R£TL . • .' a. AGGRECl\lE S!JD-BI\.S~ OEPnt PER SOILS:(IIGIIIEER'S SHClflC/ITIOIJ5. 9, U ltEOAA i4" -o·.c. ·EJ\Clnl/lY, P.C.C. BA.ND & LOCK.STONE PAVER DETAIL ins c-c SECTION a-o 7 7 50' 20' 5' \· S' , 20' e. >-+. o. 86, VI__...:....· • •. __ _ • -~~t:.✓P BAY HII .. L ORJVE PRIVATE oRive AT ENTRANCE HTS sz' • o:J' -. 0.02" o.o' __________ L.c'VEL. 4/N.f ___ __j:._ ' o/ \.. -"' ~L.✓,"'(TY/.') % BAY HILL DRIVE MUIRFIELD PRIVATE DRIVE_!i P.PC J,VL6,r Ct52JIL (!; 7/Lii.-a5 I V,A/UCS 7 7 REi': ;vA..:;:. (WAt..t..;i,J.") ScCTION £-£ Z: -#',1,A..RPUNO ;<;>ll"E "'IM fih'CWN ;~'·1-----,,...:'~•='o~•----1 ~E .J,,,WOS,CAfff' ;i,tClt'lr'«f.5 l"I.A~ JWJt-MrJ.1L.G 4r MM'I~ ;,u;,vv,L. l'fAtl.111(;. l • SECTION A-A --4.'i--~i; ,,.ii;:;) .,l;J l----4-,,.@e" ~ 4 @1.s• • t2~12"81t'OO/'r$ c.13,N0.1212 W/C.Z.,::,WATB 0~ ' see GRAJ?IN(l PLAN FOR A,Dp11'10N:.\L .IHFORMA"rlON .• ENERGY-~ISSIPATION STRUCTURE DETAIL /6 NTS ADAMS\STREETER CIVIL ENGINEERS, INC. ·-,?,:. ~ii \,:- /. I i:· I CONSTRUCTION NOTES I I i QUANTITY STREET CONS.TRIICTION NOTES CONSTRUCT x· , A,·c. 'OVER X A.S. W/S.C, 250 PRIME COAT (DRIVING LANES) <i,l,350 s.F. CONSTRUCT-TYPE""'ltA.'1 ··cm~B-AND GUTTER j6r!CF) PER CITY STD. 182-L CONSTRUCT TYPE "B 11 CURB (GuCF) PER CITY STD. 102-L 3,365 L,F. 810 L.F. CONSTRUCT P, C_. C. BAND PER DETAIL ON. SffEET 2 /,050 S.F. CO?{STfWCT CONCRETE "tJ" GT;iTTE.R PER 0:E'!Att· _ON -SRE.E-T 2 3,SOO _$,F. CONSTRVCT CURB· ACCESS _rtAMP PER PLAN MID CITY STD. 181-L 27 £A. PCC SIDEWALK TO BE CONSTRUCTED PER ClTY STD. 180-.L 9,100 S.F. CONSTRUCT 5-1/2 11 CONC PAD OVE~ 5:n AGU BASE IN FRONT OF TRASH ENCLOSURE 4480 S.F. CONSTRUG_T LOCAL DEPRESSION PER CJTY STD. 304-·L 13 EA- CONSTRUCT MODIF!IW 'l'YPE I COMMERCIAL DRlVEWAY APPRO/\CH FOR EMERGENCY ACCESS PER CITY STD, 160-L (6 11 THICK). DEPRESS CF TO 4''. ' 130 S.F. @-CONSTRUCT MODIFIED TYPE II COMMERCIAL DRIVEWAY APPROACH PER CITY'STD, 161-L (6 11 THICK} w· = 50 1 , R = 25' 960 S.F. ®-:::::-SAWCUT AND REMOVE EXISTING SIDEWALK /Z60 SF L.F. @)-SAWCUT AND REMOVE EXISTING CURB· AND GUT-TER ~ SAWCUT, REMOVE AND REPLACE IN KIND EXISTikG A.G. PAVEMENT l' FROM GUTTER LIS' '105 /85 I $,F. E,4. @)-.EXISTING STREET L_IGHT TO BE RELO~A'l'ED: ~ CONSTRUCT. CONC. CROSS .GUTTER PER CITY sro: 185-L Z,220-SF_ @-CONSTRU°c'.r' 4" P.C.C. PAD IN FRONT 'oF TRASH 1mC'LoSURE PER DETAIL ON SHEET 2. , @=--.STREET L!GHT PER SEPARATE PLAN • 15 EA. I EA. @-. WOOD 6ATC: PER LANDSCAPE A~HIT£CTS PLAN (6ATE SHALL.llELOCKED ANDA KEY _PROVI_D£0 TO llEW!:oRT ~Cll F'IRE D/iPT.) @-CONSTRUCT MONUMENT PER CITY STD; II6-L ~ _t7_£A, .. SEWER CONSTRUCTION NOTES CONSTRUCT 8" PVC sr::0ER MAJ'.N --~ ·----------...,... :....,,._ ----Z000 L.F. CON_STRUCT $" PVC SEW&R 'MAIN ----------------· -· ~ 870 t,...F: CONSTRUCT 4" PVC SEW.ER LATERAL W/,ol,11 HOUSE L/i:TrmJ\L ~--..:.. -----4380L.F./8BEA. C.O. PER CITY STD. 406-L. CONSTRUCT STANDARD MANHOLE: NO. l Pim CONSTRUCT STANDARD MANHOLE NO, 2 PER CONSTRUCT TBRMINAL CLgANOUT PER CITY CITY GI'l'Y STD, S1'D, 401-L ----~ STD, 402-1,-----1 400-L ---~-~ --- II ·s 5 CONSTRUCT B" AC?, CLAS'S 2·-00, CONSTRUCT 6 11 ACP, 'CLASS '.200, CONSTRUCT .8" BUTTERFLY-VALVE CRDSS WHERE APPLICABLE). WATE:R ·MAIN. ----------- --WNI'ER MAIN.----·---.. -. PE8 CITY STD. (BOLT VALVE TO TV~ OR CONSTRUCT 6" B,UTTERFLY VALV'E PER CITY STD. (B-OL1' VALVE ·ro TEE OR CROSS WHE~:E A!?PLIC_ABLE) , CONSTRUCT FIRE HYDRANT ASS-EMBLY PER OI:TY _STD. _500-L·. -. -.·-. -.:,-. CO_NSTRUCT _ACP _Li'ITTING. (CLASS _200) PF.R. P_LA!'J .AND CITY S_TD,-510-L .- CONSTRlJCT 3/4"_ WATER METER AND l" COPPER SERVI.CE PER CITY STD~- _'S.o.2-L·_, P04.-L_,: -516-L -AND _518...:L. CONS'l'RUCT r-1/2 11 WA·TER METE:R & 2" COPPER .SERVICE ?ER_ CITY S'I'D.-- 50_3 -r,, .• . . • • .· R-EMOVE EXI_ST.'. 1'EMP. F. H.'. _& -6" X tf" REDUCER )\;ND JOIN. -&XIS.T. 811 - FLG_ .• _EiU"fTERFLY 'VALVE RSSILI.E_N'.t' W_'ED{JU:. ·CONS'l'.Rf;JCT:·a" ·x 12_H TAPPIN-G S!.:!°E.VE.W/8 11 R-ESJ'.L·I_EN'!' SEA"r _G.V. ?ER--- CJ:'!'Y ~TD_. 507-:L, ,!?, 230 -,.a , 0 I I &,,. Lr. t.l'i EA. EA. EA. L.i=: /..P. EA. EA. £A. £A, .EA. LF ,=>I CONSTRUCT A·IR VA:cuUM REL:{!'.ASJ:,: VA·LV·E AS$EMBLY PER CI1'Y STD. 515-L, ~ PRO'I'!!:CT ·EXIST!'NG WATER VALVES tN PLf\CE Al'-i-D AD.JOST TO GRADE-.-- CONSTRUCT ·12-11 ACP, _ CLASS 200, .WA_1'ER ·Nfo.IN. --- - ------~, CONSTRtl-CT 12 11 BUTTERFLY VALVE PER CITY STD (Bor~':' VALVE TD TSE OR CROSS WHERE APPLICABLE). C0NS7'. WATe'R IWANIF0~O Pe'R Oe'TAh'.. ON SH7:1$(N.eOF,i.l,EJE'RSr'ERPLA~ IS e,11. , -. -' -· .. -·· -~, .. , ... ~,,. ..... "''"'""'"·~-·····-•---~------·-"'' ___ ~· (W/41JMETSRS) STORM. DRAIN CONSTRUCTION NOTES . • Construct 8" ACP or 8" _PVC Schedule 40 f6r-· low ·-flow line, -_,.. -,.. /if!O Construct 12"-·-rvc -4::.fieclu_-te-.40 _+-,-~---·-·-.. -·--------·-:--es Construct 15•1 RCP --D LOad Per Plan.------___ -/Of;Jt.2, C3onstruct 18" RCP -D Load Per Plan.--~ --. ---------se Construct 24" RCP -D Load Per Plan .. ------ - ---2 o Construct 3011 RCP D Load Per Plan.--.._.. ------.--z77 Construct 33 11 RGP D Load Per Plan. - - -------~--39/ Construct 36 11 RC:f' -D t:,oad Per Plan.--:-_ ------.---'--101 Construct 42" RCP D r..oad Per Plan,~ -.-----.----..,,. 'E/8 Construct 48'-1 RCP D L9ad Per Plan.------. --zes Construct 60u RGP -D Load Per Plan.---- - - - ---107 Construct Energy Di_ssipation Outlet Structure Per Detail -on • ___ . 1 Constl"uct Pipe Collar pj;l' City Std. 313-t. --. --------O . Construct Cone, Pipe S-lop.e Ancho·r per City ,Std. 3-14-L,----z Construct Manhole No. 2 -per City Std. :.3-07-L. -.-----3 Construct Manhole No. 4 per City Std, 308-L. --·--------z Construct Junction Structure No. I per Clty $td, 310-L. -. --7 Construct T.yp~ OL ·cu.:rb Inlet Catchbasin, peJ.• City Std. 306-r~.-_ s (W=7_.o•) W/LD per Std. 304-L and netail oti si:::reet Plan. Construct Ty_pe OL curb Inlet Ca:tchbasin· p_er Ci·t_Y Std, 306-L.---2 (W=lO') W/LC) per Std. 304-L and Deta.il on Street Plan. • Construct Type OL Curb Inlet Catchbasin per City Std. 306-L. --z (W=14') W/LD per Std. 304-L and Detail on Street Plan. Construct Type_ OL-A Curb Inlet Catchbasin_ per City Std. 3013-L _ / (Wc5') W/LD per Std, 304-L and Detail on Street Plan, Construct Bl."ook P-roducts Grate Inlet No. 2424 W/2-4" x -:2411 Parkway Grate or Approved Equal. ---______ / • Construct. Brook Products Grate Inlet No. 1212 W/12 11 x 12" Parkway Grate or Approved Equal, ---------1 Remove Existing Cone, Collar and jo,in existing 24 11 RCP.--_ / Re_move exist-ing_ head wa_ll. --____________ 1 Remove existing 24" RCP, - - ---·-. ----------_ /G . ·-'' . !HGNING & STntPING CON$TRUCTION NOTES_ ~~ Co-r1-s_'t.·_r_u_ •. "_t:· ·s_t. r_-ee_t .. _-nam_e· -_s_i~n-_-pe._'r_.c:r __ tY_·s_to_.-__ l _s10-_·t_ ._· -.----.---.-3 ~~ Qonstruct 13.1:op sign 11-!U·" :pe:i:<' c·.1ty Std •. -.-·--• -----·-z ,· ~-@--:corus_ tr __ uct _-:fi._r_e h.ydran_t _ma ___ rk_ e_r_ J?_e __ r._.c ___ .1 __ tY. s_td_ •. •_s __ o_ 2_'--L~.------·9. ;;...®,~,fa:i.nt: 4u·w1de, .white parkin~t_stall -$t:~ipe .. -_---------5 '1,Qv-Pa:int.curb red a.t ~.H. lo.c<rtion per:_c-:ity,sto_.-----------8 ~Pa-in_t hand.i_c;app.eQ pa-rki_ng-spac:e {2 -ea·, ·wJ.tJi.__;relmp)---------{ _ _ __ _a.1:ld insta-~f-:handic?pp~<:L:S),gns __ pe:i;--_.det~il: he_reo:n·. ' ®'-·coJJS"rRUct __ ,tJo PARKIMG A.t,1v 1\Me-'.:(&ae:.) SlGN __ -.. ------...:.:.:. -----.-1e -~COl,;JSTF.;.UC[·'pRtVATE:._M.4-V V-E.l{tCLE. .. CO[)E_..Et,JF.OR.CEO~.CR.10:J). S!G~• --•--.. -... -. -· / "x" SEE PAVING .SCHEDULE ON SHEET 1- T/'ACT NO. 12105 LF. L-P;. /..I'S t..F. LI'; LP. Lr. LF. LP. LF. LF. EA. EA . EA. EA. ~-EA. ""'· EA. EA. EA. EA. EA. EA. e'A. LI". EA. t:11• El/. El/. Ii//. El/. 179-81 Sky Park-'Clr!:ie, Sulte_M lrvine,_CA ?2714 • (714) 250~1_5_40" :,:,/66 H. C. RA/5ES7JJRM OR. fJ/55/P/JT/ON 57Rtcr. BIG CANYON :APP.RTMENT$ DATE BY DESCRIPTION APP'O .. O!;SlG!IED J.J., DRAWN I.R. REVISIONS CHE_CKtO , OATE '• ", D.C,H, . ;vov. . 1985 CITY OF NEWPOR"f BEACH PUBLIC WORKS DEPARTMENT SHEET 2. Of 2 .5 : EXP.6130/88 /.._' :0 2 ,n p i I I I i 1 ~; C \ ) [D rJ1 j]' . ---__ _,__ --------, ---·----- ____.,___; ... ~ l!i~ & ~I~ " ~· " ~-g co co ' co \', Y'i ~ • ' IQ <::, .... a~ 1-1-co -~ -\. i-<!) ' l!: lt l!: ~ 2' W=7~ z' LOCAL-OEPRESSION OE7"AIL, POR CS# 12 4-'IS 2/76 DIETERICH-POST CLEARPRINT __ ·d-V.SUA'Ye'/:'."'-1!'/NC, - ----------- L -- ' 1--- 2 =-- -,. --• -• I ' ---------____ , __ - r: • 1/+00 ® .. MACAl-?THUR BLVD IX) ~ " ~ "~ "'-~<J ~ '11:\J ~ ..._. -- Q "~ "' . .:ti"J '"' 12+-00 -- SCAL£ #OR/Z: 1;20' V.CET: 1· ~4' ' ij !JU<. W4ll. BAY H/LL DR/VE 'AS BUILT l.9+00 see PRc.CISE GRAOe Pt.AN A?R SUI"< FACE / MP;;'o//eMeN7"S PREPARE[! IN .THE OFF!<;£ Of CML ENGINEERS,: INC. A[)A._MS \STREETER CIVIL ENGINEERS, INC 17-981 'Sky Pork C!rcle,'Suite M 1rv1ne, CA 92n4 • (714} .250-1540 EKP,lH30t0.8; /4+00 " DATE BY DESCRIPTION APP'D. REVISIONS _,_. __ .. ·, --j--··. __ l: _____ J ___ , ·-·- STREET CONSTRUCTION NOTES. G)-g1111s1•Rvc1· X A.c, ovim X :A.B. w;s.c. 250 PRIME• coA1' {DRIVING LANI\S}. , @---coNSTRUCT TYPE 11A" CURB AND GU'l"l'ER (.6" c·F) PE~ CITY STD. 162-l, • ··, . G)-coNSTRUCT TYP!l: ."B 11 CURB (6" CF) PER CITY .STD. 182-1. ~CONSTRUCT p,c.c. BAND PER DETAIL ON. SHEET· 2, f':\. ©-CONSTRUCT CONCRE'l'E "V" GllT'I'ER PER I}ETAIL ON SHEET 2, ~ CONSTRUCT CURB ACCESS RAMP PER PLAN ANO CITY STD. 181-L. 0-!?CC SJ;DEWALK TD BE CONS'l'RUC1'ED PEH CI'!"/ STD, 180-L. ~ CONSTRUCT 5-1/2 11 CONC. PAD OVE:R 6') AOG, BASE IN FRONT OF ·: TRASH ENCLOSURE. , 0-CONSTRUCT LOCAL D·EPRESSION' PER DETAIL ON PLAl1' AND CITY STD. 304-L. • ·-'-. • • @--coNS'l'RUCT MODIFIED TYPE I COMMERCIAL DRIVEWAY APPROACH FGH j EMERGE,NCY ACCESS PER,CITY STD. 160-L (6" TH:CCK), DEPRESS CF TO -11". .· • @-CONSTRUCT 4" P ,C. C. PAD IN FRON'l' Ob' '!'RASH ENOLOSUHE PER DETAIL ON SHEET 2. , .. _ ~ STl<EET LIGHT PER SEPARATE PLAN @-WOOD GATE PER LANDSCAPE ARCHITECT'S PLAN (GATE SHALL BE LOCKED . AND A KEY PROVIDED TO NEWPORT 6E.4CH FIRE DEPT.) ®-CONS'l'RUC'i"'"MoNiJMENT PliR CI'J,''l s·rn, 116-L. "x" SEE PAVING SCHEDULE ON SHEET 1 CURVE ,DATA 0 t::, R L T A 60,;, 34-1 43" 15.00 1 15.86' 8. 76' B 90 24' 00" 40.00' 6. 56' • 3. 29' . C 38° 43' 1211 15. 00' 10 .. 14' 5,27' J D 53, 06' 18 II 15,00' 13.90' • 7. so' E &~"' 4~' 5?3" 4·, pct · S . .78' ~.521 F 45° 00' 0011 15.00' 11. 78' 6.21' G 70° 41' 00" 15.00' 18. 50' 10.64' H 7'7° 04' 53° 42.00' 5.7.97' 34,1,7' I j5°-T7 1, 4S'' SQ ,·QQ I 30.80' 15.9f'1 J 1.7~ 40' 51" 176.00' 54 .31' 27. 3 7' .K r Jee\ lO" 144.oo' 1e,:?G 1. l'l' L.. 83:0 .03.: .07" 4.00' &.BO' 3.54' - S7HEET ./MPNOVEMENT PLANS BAY H/LL OR/VE ~ESIGNED , DRAWN • t:7,H, H.J\!' CITY OF NEWPORt BEACH CHECKED DATE .t ./. ;vov. 1985 PUBLIC WORKS DEPARTMEl,IT SHEET I I I I I :s t I I I i ! I ! I l ffi 9 L '" ,, "' ' [, t:-' ' ·--: i --· , __ ,,' . n \; z I 6 " 0 '" " 0 ii =' 0 " -::~ i',1 c, I . ·,~,,. r. z \ ) ~ ~ Cl Iii R I "'I 'I t,i 2 ~ \', GJ I 'Ii' . /•' ' ~·-I l\l l\i ~ ~ ':::::,. \ii\', [)J n·1 :J f l ·, • (/B,!J. 07) r.c. r.c. 2/76 DIETERICH-POST CLEARPRINT - I - J ~~-~·~------~-----·· 7 ~: ~ r.c. . ~ lij ½ C\j . (j qj I Sl " 'Sf i, IQ 7 LOCAL 0/!;PRESS/ON DEr,.,:1\/L F'OR CB#S C4Se "'C" • . , . . -. L 7 BA Y_H/LL DRIVE LOCAL OEPRESSION D&l'AIJ.. FOR C,S#4- ---58E PR¢tse 0te4t1Js. Pt.AN FOR' Bl/1.F'Ace IMPRo~eNTS \ I , .... --_;,.:...._ 4-.c>' 7 Plll!PARED IN THE DFl'ICE OF AD'\MS \STREETER CIVIL ENGINEERS, INC. 1798,1 Sky Pork Circ~, Suite M lrvlne, CA 92n4 • _(714) 2:S0..1540 -- BY \/ REVl':>i:: PA~<ll-lG P.:>A<-i ~ T/t-A':>f< ENGL-. W pa;. <?LA?., DESCRIPTION STREET -CONSTRUCTION NOTES 0--CONSTRUCT }( A. C. OVER }( A. B. W/S. C. 250 PRIME• COAT { DRIVING LAIIES) . @--coNSTRIJC•.r TYPE '~Au CURB AND."GUT'fER (6" CF) PER CITY STD, 1a2-1. {3)-CONSTRUCT TYPE "B" CURB (6" CF) PER CITY S'l'O. 182-l. (_0-CONSTRUCT CONClUYl'E "V" GUTTER PER DETAIL ON SHEET 2. ~ CONSTRUCT CURB ACCESS RAMP PER PLAN AND CITY s-_w._ 1'81-L, \}J-PCC SJ;·DEWALK TO BE CONSTRUCTED PER CITY STD. 180-L, ~ CONSTRUCT S-1/2" CONC. PAO OVER 6" AGG. BASE IN fRONT Ob" TRASH E.NCLOSURE:. _ : & CONSTRUCT LOCAL DEPRE:S-S!ON PER DE.TAIL ON P1.AN AND CITY ~ S'!'O. 3-Q4.-L. , \:;_~;F/:::,· CONSTR_u·cr CONC. CROSS GIJTTE·R P·ER C!'!.'Y STD. 185-L.' @-00-NS'l'RUC'l' 4" P, C, C. PA"D lN FRON'.i' OF '.C'RA"SH ENCLOSURE PER DETAIL ON ·SHl!!.eT 2. @---5TRE£T LIGHT PE:R SoPARAT!: PLAN " ®-CONSTRUCT MONOME:N'l' PER Cl'l''l:' S'l'-0, 116-L. "x" SEE PAVING SCHEDULE ON SHEET 1 . CURVE DATA 0 6 R ' I T . '" 25. 69' A 21° 42' 18" 13L,.OO' 50. 76' B 81° 10' 33:: 1s.oo•· 1 21. 25' 12. 85' C ' 89" Q(J' 15" , 15. QQ I 23. 30' 14. 74' D 90° 00' 0011 ' • 15.00' ·' 2' 56. I .cl• ) 15.00' E Lil o 13' l 5:i 166.00'' /119;,,3' 62.43' F 67° 32 1 0411 ! t.s oo• ! 53. 011·' 30. 09' 1-· ! G 112° 05 1 43" ; 25.00' 48 .91' 37.13' ]I ' L -STREET IMPROVEMENT PLANS BAY H/LL DR/VE .B/GCAIVYON APARTMENTS T.R.N~LVQ$ APP'D. DESIGNED DRAWN O.H. H.N DATE It.le #t,---'--~-'----R-E-v-,s-,o-N-s-----~---ii-;c:;:;HE™cKEo DATE -fl,C,!l. 3310:0:' .I.✓• NPV. /:985 CITY OF NEWPORT BEACH PUBLIC WOP.KS DEPARTMENT SHEET EXP.6/30/8$, STREET IMP, PLAN -·6HT. 2 -l6\20,46JPF, 65356 78 30-Sep-!lo 10,14 ' t : " ,i' 't-,. ;~ n ?, i-' c::; ,_.: l J I, [ j_' f ! ) ·-·--·------,_, ________ --· ------- ----•---·-·-----,-- ·---------------------. ---'-----~-·-___ '_ -- __ , --., ------. --·--•--- ----_, _______ ' , __ , ______ ' ·-----·-- -----------~ r ·i -• i -_,;..,,,ea ~-------. ---,------·----: --- ---,---.-•-- STREET CONSTRUCT-ION NOTES 0-CONSTRUC'l_' l( • .J\.C. OV·ER' X. iA.B. W/S.C. 250 PRIME• COAT I DRIVING LANE$) . ' • 0--coNSTRUCT 'l"fPJ:t'"A"··coRB ANtf"GlJTTER {6 11 CF) PER CITY STD. 182-1. - (s}-coNSTRUCT TYPE "B" CURB (6 11 CF) PE:R CITY STD. 182-1. ~ ~ coNST-RUCT CONCRETE "Vl1 GU'l"I'ER PER DETAIL oN snEET 2. ~ CONSTRUCT CU.RB ACCESS R_AMP f'ER f'_LAN AND CI'l"{ STD, 181-L. PCC SIDEWALK TO BE CONS'l'f<U-CTED P·ER CI1'Y STD. 1B0-L. ~ CONSTRUCT 5-1/2" CONC. PAD OVER 6 11 AGG. BASE IN FRONT OF TRA-SH ENCLOSURE. 0-CONSTRUCT LOCAL DEPRESSION PER DETAIL ON PLAN AND CITY STD. 304-L. • • & CONSTRUCT MODIFIED TYPE II COMMERCIAL DRIVEWAY APPROACH PER CITY STD, 161-L ( 5u THICKJ W-=50 < 1 R=25 1 , ~ SAWCU'T AND REMOVE EXISTING SIDEWALK, @-SAWCUT AND REMO VJ:; EXIS'l'ING CU,Ri3 AUD CHJTTER. @--52--sAwcu·r. REMOV:E AND REPLACE IN KIND EXISTING A.C. PAVEMENT l' FROM GUTTER LlP. '~-@:: EXISl'!NG .Sl'REET LIGHT. T.0 'llE RELOCATE)) PER DETAIL HEREON. ~ C0N$TltUCT _CO.NC, CROSS :GUTTER PER CI'i'Y STD, 185-L, @-CONSTRUCT 4 11 P~C .C. PAO IN FR0Nl' OF 'l'RASH ENCLOSURE PER D.E.TAI-L ON SHE.ET 2. @-:STREET LIGHT PER. SEPARATE: PWlN ~CONSTRUCT MONUMENT PE~ CITY STD, 116-L, CURVE DATA 0 6 R L T A 3 7° 52' 51" 179.00 118.35 61.43 B 42° 17' 54 II 15.00 11.07 5.80 C 58° 14' 3011 15, 00 , 15.25 3;35 D 10" 52' S5" 196.00 3 7. 23 18. 67 E 29' 16' 33 II 15.00 7.66 -3.92 F 66° 18 ' 5511 15.00 • 17.36-9.80 ,' ' -·-,-' . ' ----_, __ --·----·-- ') G 31' 40' 3311 133:% 74.05 38.00 " R 77° 32' 0911 15.00' 20.30 -12.05 !.:~;,~•;•: ' ' I 87° 15' 3611 15.00 22.84 14: 30 J 2' 55' 0/J II 205. 00 10:1,4 5.22 I{ 85° t,Q I 0011 • 25.00 37.38 23. 13 L 39° "42 I 56" , 211.00 146. 26 76. 21 M 1 • l180. 22' 2711 164.00', 138.46 73. 66 _!!__hoo' 1.9 I 11'1 15.oo· 26.39 18: 11, 0 108° l;Q I L1111 --. 15. 00 28.115 20.90 p 89' 24' 42" ·25,00 39.01 2l;; 71, 0 180° 00' 0011 5.00 15. 71 - R ' ' s "x" SEE PAVING SCHEDULE ON SHEET 1 2/7~ DIETERICH-POST CLEARPRINT - L.OCAL. L'.cl'Wc'SS/ON ~/L. rOA' CB#.3 \ \ \ j 0 ~ ... ~ . ,,. @) BAY ~ ~---__J -" 0 HILL DR/11£ UllTi' C1Js1: c" W/ReTA'/N/N6 GIRD 0 N()Tl?: C<WST. C.:WC r.JANOING /WO INTl:l?U)Cl(/,V(l 1?4VEA'S Pc,f LAND- SCAA!F AlrCH/T!:CTS PLANS AMO 01,T,4/L ON SHf:f:T e PREPARED IN J111! OFFICE QF CML ENGINEERS, INC ADA.MS\STREETER CIVIL ENGINEERS; INC. -I 17981 Sky Park -Circle. StJtte M 1Nlne, CA 92714 -• (714)J50•154O i;XP,6f80l.6tl, ~- 'ji;0;;!!.57) 2.BI) C. • · ,• re . • J • ~ ~.,ef?¢.SG ~4Vr ,, • "' ...,,(91My,.· ' ' ' ,.,'/4_ .Qf. s~;l-t1..Q oz. 52 r.c > ('\\ 01 e,z .P.L.) tv / I ':flolf, e•t:CP. \ ½'(l=:c·· DATE BY DESCRIPT!ON APP'O. DESIGNED O..tl. REVISIONS CHECKED .I. .I. STREET rzoz. a~ F.L) el't.CP DRAWN fl.N DATE iVOV.l9SS !NP. PLAN -S(-ff. t STREET IMPROVEMENT Pt.ANS BA YH/LL OR/VE B/6 CANYON APARTMENTS T.K~/V#?f.?KJ!i CITY OF NEWPORT BEACH. PUBLIC WORKS DEPARTMENT SHEET ·s Of,\,")1;. _.., ;; -16 tl!0,'1611'!', 85358 79 30:S•p-~!5 I.I 106 ; e,;; ;358~1 i I ' ! • • j j i l ,J' I .-. r( ,. ,, "' , 0 0 ~j f c_, ' ~ t; ' ~,• ,:;. // J.) ~ rn S::: ;;; s • ) I .. tf_ PNOF/LE -----------.-·-----· ' ---- lrOO 2.100 DETA ✓L FOR CS#B PO/ii' CS#7 MACARTHUR BLVD. 2/16 DIETERICH-POST CLEARPRJNT CURVE DATA • 0 R L T 0 R L T A 112° 05' 43" 25.00 48.91' 37.13 K 97° 14' 291t 15.00 25.46 17.03 l ! I B 26° 18' 19" 134.00 61.52 31.31 L 97° 45' 57'1 15.00 25.60 17.18 " t----r---~r-~--r~~t-=~~i-=--te-~~"'--t-'=cc+=~+""-'-""+--1 '-C 41° 27' 05" 15.00 10.85 5.68 M 96° 51 1 24'1 15.00 25.36 16.91 D 28° 36' 59" 15.00 7.49 3.83 N 67" 32' 04" 45.00 53.04 30.09 ! E 53° 50' 45" 15.00 14.10 7.62 0 32" 18' 05" 166.00 93.59 48.07 ! F 63° 53' 19" 15.00 16. 73 9.35 P. 13° 34' 27" 244.00 53.07 26.66 ' G 2° 441 40" 192.00 9.20 4.60 13° 34' 27"-134.00 31.75 H 13° 341 27" 166.00 39.33 19.76. R: 94° 31 1 0811 • 166.00' 273.84 '( t--'1.r~' -t-=~~~-==-+-=-=--+--"'='--'-1-"-.;..+"'--""---""-'--+'-"="'-l=="'-l"-'-'--=-+-lV.-,,-, 20° 03 1 33"" 134.00 46.91 23.70 S. 1 ' J 106~ ..12.1 .32". __ 15.00 2].81 19.98 SEE PlrECISE GA'AbE PL.AN r'OI? SUR P'A CE /MPROVE Mi!:NTS .•· ,,,,..,_·..,;__....,, / '. / ' r··. ' l SEe SWOl:TAIL a.v .swr. 2, ?Y/!, l . . ·.' . , ··•.·.·.•··•··•······• · ·· ...•. \>\~~·\· •·• A~~t••. • ,. ·~··· ~~ PREPAfleQ IN TliE OFFtCE-oF ClVlt ENGIN!:ERS, INC Al)A.,MS\STREETER CIVIL ENGINEERS, INC. • 17981 Sky Pork Clrcle, Su1ts M trvJne, CA 92714 -• (714) 250-1540 /1-/2 EXP,6/SOfl!G • --· i 7 DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED C),"f, CHECKED ./.✓. STREET I . .STREET CONSTRUCTION NOTES X A,B. w;s.c. 200 PRIMt• COA1' G)-coNsTRuc, X A.c. OVER ( DRIVING tANES), @----coNS'rfWCT 'l'YPE UAU CURB AND O·UT'fBR (6" CF) PER CITY STD. 182-l. (s}--CONSTRUCT TYPE '.'Bu CURS (5i• CF) PER CI'fY STD. 182-1, 0-CONST){UCT CONCRETE "V" GUTTER PER DE'rAIL ON SHEET 2 • ~ CONSTRUCT CURS A.CCESS RAMP PER PJ:..AN AND CI'l'Y STD, 181-L, ~ ~ ?CC SIDRWALK TO BE CONS1'RUCTIW PEH CI'l'Y STD. 180-L. v:_,;--CONSTRUCT ~-1/2" CONC, PAO OVE'R 6" AOG, BASE IN FRONT OF TRASH ENCLOSURE.. 0-CONST~UCT LOCAL DEPRESSION PER DE'J.'AIL ON PLAN ANO CITY STD. 304-L. @rcoNSTRTJCT 4" P.C.C, PAD IN FRON'i' _OF ,'l'RASll ENCLOSURE PER DETAIL ON SHEET 2. @-STREET LIGHT PER SEPARATE PLAN @-coNST'fWC'l' MONOMENt PER CI'l''t $'1'0. 116-L. "x" SEE PAVING SCHEDULE ON SHEET 1 DRAWN H./v DATE NQV. 1985 IMP. PLAN -SHT. STREET /MP.ROVEMENT PLANS MU/RF/ELD BIG CANYON APARTMEAIT$TR.~f.;:i0!i ' CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 6 OF ~fl 4 -16[20,46JPF, 65358 60 30-Sop-85 13 .. 38 I j l '.' j I -"• ('iJ m )J 0 II ~ < 7 Q -1----, ---. -------,---, --i-_ :--- ' ·---~---------· :_ --;ll95 ' . ' ' ' ' ' I I -I - ·; ·1--t-•-·1 ~ • 60) ,ff ,I) \IJ) /I)' ! ~Ill· f'.<0· if/ •"' • ,t. .r.OCAL DEPRESSION Q&TAIL. P'OR CB#B 0 R T A 18°. 39'. 03" • '134.00 43.62 22:00 B 3° 20' 17" 16%.10 98. 70 49.36 l' 65° 25' 10" 15.00 "17.13 9.63 G 56' 13' 4lf'' 15.00 Jl,.72 8.01 II o•· 12• 08" 1694.10 5.98 2.99 I 13° 27' 58" 13!1.00 31.l,9 15.82 J 5° 36' 58" 166.00 16.27 8.14 K 100° 49 I 11 11 15.00 26 .39 18 .14 L %' 31' 08" 166.00 273 .84 179.64 M 9° 22' 25" 1726.10 282.39 141. 51 N 90° 00' 00" 2.50 3193 2. 50 0 13° 27' 58" 166.00 39.01 19. 60 P 0° 28' 37" • 134.oo· 1.12 0. 56 ,Jl 108° 40' Lil" 15.00 28.45 20.90 2/76 DIETERICH-POST CLEARPRINT 7+00 In 7 \\i --·--__ , ____ ;, __ ,-~---r-~• _, -=~-1,_ -~---=r·-. --~=:ic? ··=:~ -_-_ ._,_-•-_, -==--' ---' ' ' -C. ' -1.-.:-,-=:-t= tdci'VC-=, l-P.Z-,c0,,.J.:..Z9Z~Z-.--=·-· --=1\:-~-c';;"&:'c~:,>,8;; • 1 J -, -:-l -,=/_:: -:---~-'---1-__ :_--=:= =:i-------= '. -:. -=-~i.::-.:..i--,.=:-~= C -: = 8+00 I I I I I I / / --.... 9+00 SEE PRECISE 0RAOE PLAN rOR SUR FA CE IMPROVEMENTS -i::::-----.. I I --~ I --I -.J - /0+00 ¥ •• PAR£[) l~:THE'OFFICE-OF AD'\MS\STREETER CIVIL ENGINEERS, INC 17981 Sky Pork Clrcl~, Suite M --------------1 (ML£NGINEERS,.INC lrvlnia,CA92714 • (714)250-1540 I[ ,rORO ROAD--~!Jtjf!& EXP,6/.30188 1 : DATE BY DESCRIPTION REVISIONS ----• I ,I APP'D. DESIGNED D.H. --, --,. . 1--+---~--j~-, STREET CONSTRUCTION NOTES . 0)-coNSTP.ucr _,x· A.c .. ovER X A.a. w;s.c. 2·00 PRIME_• COA'I' { DRIVING LA-NES) • @----co.NS'l'JWC'l' '!'YP'E" 11A1' c-u·RB' ANO GUT'fl-rn ·(6" CF) P:E-R CI'fY STD. 182-1. (3)-coNSTRUCT '£YPE 11B 11 CURB (6" Cl''l PE:R CITY STD. 182-,..l, ©-CONS'THU-CT CONCRE'i'E "V" GU'I'TRH PER DE'fAIL ON SHEE'l' 2. ~ CONS'rRUC'i' CURB ACCES·S RAMP PER PLAN /\ND CI'l'Y STD. 181-L, \!J-FCC SI·DEWh.LK TO BE CONS'!'RUC'l'ED PEH Cl'l."t STD. lf!O-L. ~CONSTRU.CT 5-1/2" CONC. P-AO OVER 6-" A-CW. BASE IN FRONT OF TRASH ENCLOSURli:, 0-CONS'l'RUCT LOCAL DEPRES$ION .P;ER D.!i:'l'A1L ON PLAN AND CITY STD. :30,J,-L, @-C0NST_!:iUC'l' 4" P. C, C, PAD IN FR0)f'J.' 0.l~ '.l.'RASJf !i:NCL0SllRE PER DETAIL ON SHE£T 2, ~STREET LIGHT PER SEPARATE PL.ON , @--CONSTRUCT MO.NUME:NT PE:R Cl'l"f $'l'U; 116-·L, "x" SEE PAVING SCHEDULE ON SHEET 1 DRAWN H.N STREET IMPROVEMENT PLANS MU/RF/ELD BIG CANYON APAR17HENT-S TR.we,2105 CITY OF NEWPORT BEACH CHECKED DATE PUBLlC WORKS DEPARTMENT SHEET 7 OF ie;';i . ,/. J. NOV. ✓985 STREET IMP. PLAN -SHT, 5 -16t20,46JPF, 81:;358 811) 30-Sep-65 13,1lB J l l I {' ,- 0 Ci \,! ".i ri r I~ ~ ~- :! ~ -. ..-; L T.Jr------ li z C 5'. V\J ..!:,, C, ~ "-'(,. '\j ll) ~ @:::-~ ®@. @@-. "'-"'-'-,C-,C{"'-±"'-•=="±-:-E't-:-r±±-:-±±',J'=c-l ·· .. :. :. •• , •..• ~~·· SEWER CONSTRUCTION NOTES CONSTRUCT 8 '' PVC SEWER MAIN CONSTRUCT 6" PVC SEWER MAIN . . . . .:· :,· .:· t8l CONSTRUCT 4'* PVC SEWER LA'.CERAL W/4" HOUSE LATERAL C.O, PER CITY STD, 406-L, CONSTRUCT STANDARD MANHOLE NO. l ?ER CITY CONSTRUCT STANDARD MAN.HOLE NO. 2 PER CITY CONSTRUCT TERMINAL CLEANOUT PER CITY STD, S'.l'D. 401-L s+o, 402-L 400-L """"' :··:+-~::. • f-: I • .;..~._:+::;;•~~¼-=+=~~ .• ?' ... ¥~f==!=-ccj==±;=~~ ...... c:::::c±-,e=j~· Hr~~E! "~$T,=$sE$'H} .SEE r.ae' ..,..,,.,, ~7,etCJ7.:W t:F' ~h"£R Pt/N.P .s',TAJ?t7.U &:I s~jt ;e WATER CONSTRUCTION NOTES CONSTRUCT 8" ACP, CLASS 200, CONSTRUc·r 6" ACP, CLASS 200, CONSTRUCT 8" BUTTERFLY VALVE CROSS WHERE APPLICABLE). WATER MAJ:N. WATER MAIN. PER t::ITY STD. I BOLT VALVE 70 TV-;;, OR/ CONSTRUCT 6" BUTTERFLY VALVE PER CITY STD. (BOLT VALVE TO TEE OR CROSS WHERE APPLICABLE). ~ CONSTRUCT FIRE E'YDRANT ASSEMBLY PER CITY STD, 500-L . CONSTRUCT ACP FITTING (CLASS 200) PER PLAN AND CITY STD. 510-L. CONSTRUCT 3/4 11 WATER METER AND 1" c6PPER SERVICE PER CITY STD. 502-L, so,-L, 516-L AND 518-L. CONSTRUCT 1-1/2 11 WA'fER METER & 2" COPPER SERVICE PER c:TY STDS. 503-L. S/<1,,-t... 4J SIB-I... RE~mvE £},IST. TEMP. P.H. & 6" X 8" REDUCER AND JOIN EXIST. 8" FLG. BOT'I"ERPLY VALVE RESILIENT .WEDGE. CONSTRtJC'l' 8" X 12" TAPPING SLE'EVE W/8" RESI:::.IZN:' SEAT G.V. ?ER CITY STD. 507-L, CONSTRUC·1' AIR VACIJUM RELEASE VALVE ASSEMBLY PER CITY STD. 515-L. PROTECT EXISTING WATER VALVES IN PLACE AND ADJUST TO GRADE. CONSTRUCT 12" ACP, CLASS 200, WA'.l'.ER MAIN. CONSTRUeT 12" BUTTERFLY VALVE PE'.R CITY STD {30L'.:." VA:'.iVE TO 'I':S.;: O?i: CROSS WHERE APPLICABLE) . CONST WATER MA/I/FOLD PER OE7.'4IL ON SHT. /3 (NO. OP' ,Y£72E'RS PE"R PLAN.) ~ 1, .,,. ' ,v, ·~ ; . ' 1-,· ' ' ' ' )l;!~;·lo<& il ,, h ~ m ® !'.I !II "I\\ - I},, I ~I -<S> -~ -:--0 ~ 11 0 ~, u ~, I: l:gl I I 0- ~: L. ~ ""' )> ~I .~ I r◊i o1i ~I i -IS>"' I I I I 5 -'O ·-s-.,, I ""' I ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M IRVINE, CALIFORNIA 92714 !ffe'/¢/87 ~ RS:LOCA7""o IVA7"'R' MEn;;li! PHONE }14•250•1540 DATE BY DESCRIPTION APP'D. bESIGNEO JJ 'DRAWU HN _.Ar,.,, ~w~IL~I .... G..,,;rn~,_,,....'1.,_lk.....,.~,.,,//.;;,,,-,;;/,:,.;,,,· -,'k-f'..;, I _ __JL___JL-----------~----11rc;:;;HE'i'icK«En°o-4on.A'rirE=-----i l. 11 :,, 11 ~ ,, !II Ol \li UI '-11 ~ PLAN AND PROFILE OF IMPROVEMENTS FOR: SEWER & WATER SEJ1/£R A , ,8/ , 8.2 ' ' I I . BIG CANYON APARTMENTS -TRACT 12105 CITY OF NEWPORT BEACH U EXP.e13 o1se' REVISIONS DH ' OCT.1985 DANH C. HO ACE 33100 '-----------------------------------------------------------t......::.~;;.;.::.:;----::::;:,:;..::,~......i..-----------...e..-..... -'-~_,;;;;;,;------------,,~=~ :., JN. 8!5-:-351:3 PUBLIC ·WORKS DEPARTMENT r T I f, 2 T 0 0 r 0 IJ ~ 0 m 0 t 0 a " 0 T m 0 So ~ ~ m z < " a GJ L 2 ~ m -,<'.. a C 0 ' i -· "' $. (Z' ,. • OJ '" 0 m i' JJ °i 0 ' =-:: ,. ) ' ! "'" .::. : • ... ' . .... • ; • i -•••••• .. :i·: .. I--T -·; .: .~'.==- b&Jjg~~~[Pf======~=f=bP~~t==P¥8-~£:B:~'l:2f~~:~S=P~fB=~=~==r= - ~ . . . ' . . • 'tl " . . . -•~---• __ ,_ ,-·-···· !"' ...... ; -~-·! i i __ ,..........""'"' . ' . -•••• ·1.... . : .... L. ·A • • ... j ' .: . . ! . 1 ····1-• ; ·-:'.:. :: ..... ' . ' . . 1 . , ... -' ... . , .... , .. _. .. ,,. .......... . _~.'. it :\:.~~: \ \?::.::' --~"".: ::":~::::!-: ·: ' ·;_; ... • ••. ? :::·;: •: •,:,• • :,:\ ::•-:•.7":,t':•,n••::=•;:•?~::::-::. • • :•::, ~• ,---, -M,.,.,••·••••-•"'"'""'••'""'"--"'"'"'' . ~ :~· ., . . ·:·. : ! l-'-c---'-c--+':'-+-"+'-•=• i7:=· +_ -:-:=:+--'-+--'-+--'-==-,·+ :::':-'+--'--!--c+--'-========== __ •-/~""-""•--:."'-..c;.,--'---=~=-'-"='-'--'--'--="'-==-=cc.."'----''-'-.....L---"-"'--=~ =:='-!:=:==-'i . ... . ..... • '¥-fil1 .. ••o ~-. .,,,, .. ,,.. .. ~· . . . ... -··. -.. SEWER CONSTRUCTION NOTES CONSTRUCT 8 11 PVC SEWER MAIN CONSTRUC'r 6" PVC SEWER MAIN CONSTRUCT 4" PVC SEWER LATERAL W/4 11 HOUSE LATERAL c.o. PER CITY s·rD. 406-L. CONSTRUCT STANDARD MANHOLE NO. l PER CONSTRUCT STANDARD MANHOLE NO, 2·.,J~?!1 CONSTRUCT TERMINAL CLEANOUT PER CITY, CITY CITY STD. S1'D. 401-L STD. 402-L 400-L ' ' 0 ··,. --l • ...:_.~~ ·.:. \ 177:t&/TC. '177.I/F:S. r.r::::t7e..a p 177-7 r,/":,/78.9 ® F.l'b!B/.0 p,,/80.5 /fiF.=l/30,0 /#:!1/'79.5 r.r:::1s1.o P.:180.5 ® N..i3'W5''lv 1 • v m1' <Yi° ® F.F:/Gi!!-.7 P:,/G'!!J.2 F.F.:183.2. PDIB2.7 ;:ii•===::, F.l":/82.2 P:IBl.7 f.'t-; 183.2 ,P,./82.7 ® F.F:182.<;; P=l82.4 ~ P.G.F.:,:/82.2 Gr':: ISi. 9 7 /70.08",=.,.... ,1 • tj, ' 1 t, _j__ -- =1'==-==,c-::-c:::;::F!_§,,§l .. ,;-::~#i0;i:=.c' -===--=£-l>i"'c:~==--===-==-=-=-:I= --=--==-=''-:'i, ~=c==-==~~~==-===-===--==~~,:: =='=='"'-===-=-=-===='=~ \ P."G.P:= /SEJ.2. GP=ISZ.9 F.F':J1l83.7 P.:=/63.2. F.F:/Bf/!l.7 P=/83.2 WATER CONSTRUCTION NOTES CONSTRUCT B" ACP, CLASS 200, WATER MA!N. CONSTRUCT 5 11 AC!?, CLASS 200, WftTER MAIN . CONSTRUCT au BUTTERFLY VALVE l?ER UITY STD. (SOLT VALVE TO TEE OR CROSS WHERE APPLICABLE). CGINSTRUCT 6 11 BUTTERFLY VALVE P~R CITY STD. ( BOLT VALVE ·ro TiE OR CROSS WHERE A?PLICABLE). CONSTRUCT FIRE EYDRANT ASSEMBLY PER CITY STD. 500-L. CONSTRUCT ACP FI'rTING (CLASS 200) PER PLAN AND CITY S'l'P. s:io-r... CONSTRUCT 3/4" WATER MEl'EH AND l" COPPER SERVICE PER CITY S'l'D. 502-L, 504-L, 516-L AND 518-L, CONS'I'RUCT 1-1/2" WATER METER & 2" CO!?PER SERVICE PE-R CITY STD. 503-L. REMOVE EXIST. TEMP. F.H. & 611 X 811 REDUCER AND JOIN EXIST. 811 FLG.·BUTTERFLY VALVE RESILIENT WEDGE, CONSTRUCT 8 11 ·x 12" 'l'APPING SLEEVE W/8u RESILIENT SEAT G.V. PER CITY STD. 507'-L. CONSTRUCT AIR VACUUM RELEASE VALVE ASSEMBLY PER CITY STD. 5l5-L. PROTECT EXISTING WATER VALVES IN PLACE AND ADJOS'J.' TO GRADE. CONSTRUCT 12 11 ACP, CLASS 200, WA'l'ER MAIN. CONSTRUB'I' 12 4' BUTTERFLY VALVE PER CITY STD {BOL'.:' VALVE TO T'.::E OR ill t----+--------~t-:r;~;e--::;;t:::-~-...;;J.._t------t-""J~~-""":;:;=~~~~:.:: .... :::;~~~:v--~--::;~~y-1::t"]~w..;:;_ ___ ..:..:~::;._::;~~:..J~~[----==----:::;;~7-=i~t,_r-1~-!~tj~~,~1=- =-~-~~ ·--9. \ \ \ \ \ \ .0 .SE£ ~#/ ,¼. IZ /,,ft/lRF/ELO --- FE=/60.0 □ ADAMS/STREETER CIVIL ENGINEERS, INC . 17981 SKY PARK CIRCLE, SUITE M I). ,v IRVINE, CALIFORNIA 92714 5•/5-8 = A"EL0CATEO H<'<!Tel"i' Me75R d,.?.:-, PHONE 714•250•1540 DESIGNED DRAWN ~ ll tin DATE BY DESCRIPTION APP'D. JJ HN ".a>tfj= ~EXP.l/;fo;~f-1---...J.__.....J.. ____ R_E_V_IS_I_O_N_S-'---------'--t-c"'H:;:Ec°"K;;:E;:;-D--1r.::DA°'T"'E-----t DANH C. HO ROE 33100 DH OCT.1985 PLAN AND PROFILE OF IMPROVEMENTS FOR: SEWER & WATER SLWER _,B $74 .. d!di_;PJ ~ -1t::J:1 BIG CANYON APARTMENTS -TRAC.T 12105 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 9 l I I I I I ., ~-" --" " g ~ C ~ ! l l I j I r I I .I I a '" a ii m " a ' z C ~ " 0 ~ a " " " ~,, B C 0 " 0 '!l 0 " <: 5 " ~ z '" D > C ?: G1 ~ij~ '-ll - ~~~ 'ii . z ""c ~t:!$'. ~g;J JJ 0 JJ ) 0 JJ ~ <': L GJ z C 7 = /., ' ~ 'tt-=====~tt-1~:\:==~J==qr=::==f=;-· ~~m~~5m~~······~~~ ··:.·: .. :·::·:: ·,: . ,. ,.,,,. I : L. I T: ; . -, Ec'r=-i-~~· J=:-t-J¥:,J-i=::~+i=::l:;4--,+~+§+--2=-Y--c++~-=::::::::1.,,.c==~±c$c-ccJ--•,l~·dtJ~;_:_·,i-. --4'¥~+~±J--~{=i~~~~~ ... , .. :·····-~-· ··• • • • • I . . ... ,. :; .. . . . : · " ·-.. ' . . ..... . . ., . .. ' ...... ... ,. . . . ..... . ......... . . .. ...... . . . ' . . " .:ic-cic-c--cc::==c-icc,,:f:::c.. -----' • :·1.... . L ... ··:i , ~=+-=+=+-=r"=+-c--,f .F'+-c'i••'"E"E---""'=+-=+-+c' =+-,--;-::,=+-?==+-c-r===-+--c ;t-=,:h:-=::.:-=::.:4~:::;::±+~:+-.:-=::.:;.::,;c_::_F;;;;;;:;;;:;.::;.:s::3=...c.(~:..:ii:;_,, -----• • 'lc-"i="""-''-'--+ i--=---;-:-c--c-: +==;:=--+~---,--t-----+-~-·~--=--:::,•~-:::··· ... /iJ.""'1====S.;::::;=r==;::,,,h"¥====~3::!,;;~~~~~~?:,;::;::·!::·± ... i .... -l1====f=~cf~,f~~~htic';'t~h#8.-'-,--• ic-c=='-'+•••• #&-E?IZ: 1'"•2.J' r=---+,: ,c..c.==:'---...:=:_=:_"';_="-t::_i:_ii::_'-T:cc.-_-'-':_=I"-1-':-:1_=f.__c:c1.-:;-_-=t·c:±_:1::::::::1:::!:::::::::1'=-~!-===:-:::1:::_:..c~-'-~L-_-L:__-__L-_._-·,_,r~4?"'-'-'---"'='-'-= •--""-=•c::,=1.•_ 1 !•.~·.:=.:::'~ .. c----=.'···•···•· .. •-··.···_ "_= .. +-.-_:_-_:_-_:_1' ... ~:::~:1-1 _weR __ 'T-_'_1_q_._,,,_-... s;-991 =d 0',(,9/"id:I 11,9 - !i/"Sl0/=.,t • O.,_,,<iil/"'d;J ·-~do ~-• I • -• hJ!:.T,_ o·se1=d G'!i/91 •:1d ... CF@fo/'fl:.d ,ij'fi!(fJ,/~:I :I .. r.---.......... -~ . ----, ... , ., ...... , ... ' ---. BY !!i'L.t!>l"'d O'f/ftJ,t eo,t;,t ~ RS.t.CC47J;;;O WA,a,e" .M,E7E.le DESCRIPTION REVISIONS £.IA" APP'O. WATER CONSTRUCTION NOTES ~ CONSTRUCT 8" ACP, CLASS 200, WATER ¥.AIN. Q& CONSTRUCT 6" AC?, CLASS 200, WATER MA!N, ~ CONSTRUCT 8" BUTTERFLY VALVE PER C;[TY STD. ( BOLT VALVE TO '!TS'-:l' OR cRoss' WHERE APPLICABLE). @---CONSTRUCT 611 BUTTERFLY VALVE PER CITY STD. (BOLT VALVE TO ?EE OR CROSS WHERE APPLICABLE), &-CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY STD. 500-L. @-CONST.ROCT ACF FITTING (CLASS 200) PER PLAN AND CITY STO. 51,0-L, ~ CONSTRUCT 3/4" WATER METER AND l" COPPER SERVICE PER CITY STD. 502-L, 504-L, 516-L AND 516-L. ®-CONSTRUCT l-1/2n WA'l'ER METER & 2r1 COPPER SERVICE PER CITY STD. 503-L. @-REMOVE EXIST. TEMP. F~H. & 6" X 8" REDUCER AND JOIN EXIST. 8" FLG. BUTTERFLY VALVE RESILIENT WEDGE. @-CONSTRilC'I" 8" X 12" TAPPING SLEEVE W/ 8 11 RESILIENT SEAT G. V. ?:ER ,CITY S'!'D, 507-L. &-CONSTRUCT AIP. VACUUM RELEASE VALVE ASSEMBLY PER CITY STD. 515-L, & PROTECT EXISTING WATER VALVES IN PLACE AND ADJUST TO GRADE. ~ CONSTRUCT 12u ACP, C'LASS 200, WA1'ER MAIN. @--CONSTRtlBT 12" BtJTTE.RFLY VALVE PER CITY STD (BOLT VALVE TO T.!::E OR CROSS WHERE APPLICABLE). DESIGNED JJ CHECKED OH SEWEil CONSTRUCTION NOTES CONSTRUCT 8" PVC SEWER MAIN CONSTRUCT 6 11 PVC.SEWER MAIN CONSTRUCT 4" PVC SEWER LAl'ERJ\L W/-4 1' HOOS£ LATERAL C.O. PER CITY STD. 406-L. CONSTRUCT STANDARD MANHOLE NO, l ?ER CONSTRUCT" STANDARD MANHOLE NO. 2 PER CONSTRUCT TERMINAL CLEANOUT PER CITY C!T'f CITY STD. PRIVATE -ENGINEER'S NOTICE TO CONTRACTOR STD. 401-L STD, 402-L 400-L The existence and location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge there are no existing utiUties except those shown on th1s pla_n. The Contractor is required to take all precautionary measures to pro- tect the utifiUes shown, and any other lines or structures not shown on these pl~ns, and is responsible for the protection of, and any damage to these lines or structures. PLAN AND PROFILE OF IMPROVEMENTS FOR: • DRAWN HN CITY OF NEWPORT BEACH DATE OCT.1965 PUBLIC WORKS DEPARTMENT SHEET JQ OF r;5 ./N. 85,-358 . '"LJ o rn • E: 7J £'i ,_ I \ I • ) I ._ I l ' i. l I ' ! I ' I . ) ! ' I I 11°47'c,:1'w. 355.35' • ·X/ '/,Jo ......... ·= V=c--+-:c:: . , .............. --,-·-· ··~, . . ,. .. . • CJ.ltl,,,c~ e,; •Cf' ! ~S'EIV'£R rdRC.E.O #A,«/ -Z--------~-----------------_--_--_--_--_--_-_ 11 i " 1 .... , ..... 1, PRtJF!i.£ Sl::A.t£Sp-c,"=!',--'-f""=!',rf"=!',c±-,--~=-,~~ •. f./Oi€/Z: 1"'• ZO' V.e-R;: ,,., 4' ~~____t:.:~-__:__~---1c--2~..41-. ~ ir------ 1 I /ij ~ I 1•4TOO'IV ADAMS/STREETER CIVIL ENGINE.ERS, INC. 17981 SKY PARK CIRCLE, SUITE M IRVINE, CALIFORNIA 92714 PH NE 714•250•1540 SEWER CONST-R-IJC'f'ION NOTES CONSTRUCT 8" PVC SF.W£R MAIN CONSXRUC'f '6 11 PVC SEWER MAIN CONS'!'RUCT 4" PYC SEWER LA1'ERAL WI 4" HOUSE LA'l'EHAL C,O, PER CITY STD. 406-L. CONS'!'RUC'I' Sl'ANDARD MANHOLE NO. 1 ?ER CONSTRUC'f STANDARD MANHOLE NO. 2 PER CONSTRUC1' TERMINM, CLEANOUT PER CITY 3. '!< } 'IJ'1, " ~o -k ;!-~,, ') CIT'/ CITY STD. -·4, 1o DATE BY DESCRIPTION REVISIONS S'l'D. 401-L S'l'D, 402-L 400-L 1}J APP'D. WATE.-R CONSTRUCT!Ofl NOTES CONSl'ROC'r 8" ACP, CLASS 2ocf, WATER MAIN, CONSTRUCT 6 u AC?, GLASS -200, -WATE:R MAIN. CONSTRUCT 8" BUTTERFLY VAI:.VE :PER CIT¥ STO. {BOLT V,ALVF. TO TEE OR 0ROS1;, WHERE APPLICABLE), , . CONSTRUCT 611 BUTTERFLY VAL.VE. !?ER CJTY STD. {BOLT VALVE •ro TEE OR CROSS W:HERE APPL'ICABLE) . CONSTRUCT FIRE i-:YDRANT ASSEMBLY PEij CITY STD, 500-L,, CONSTRUCT ~Cl? FITTING {CLASS 2·00) PER PC.AN AN□-CIT:Y STD, SlO.-L. CONSTRUCT 3/4" WATER MBTER-AND 1"-COPPER:S$:RVICE PER CITY STD. 502-L, 504-L, 516-L_ANO s~s-L> CONS'rRUCT 1-1/2 11 WATER ME'I'i::;R & 2',' .?OPfE~ SERYICE PER CITY STD. 503-L. . , ·, REMOVE EXIST. TEMP. F.H. & 611 X: 8 11 REDUCER AND J"O!N EXIST. 8 11 FLU, BUTTERFLY VALVE RESILIENT WE:DG£ ,. ' • CONSTRUCT a 11 X 12 11 TAPPING SLEEVE W/-au RESIL:rg_NT SEAT 6. V. ?!R CITY STD. 507-L. . CONSTRUCT AIR .VACUUM RELEASE VALVE ASSEMBLY· PER C11'Y STD. 5Hi-L, PRO'I'ECT EXISTING WATER VALVES !N PLACE AND A.D.JUST 'I'O GRADE, CONSTRUCT 12 11 ACP, CLASS 200, WA'l'ER MAIN. CONSTRUCT 12" BOTT~RE'LY VALVE PER CITY STD (BOL':' VALVE TO TEE OR CRDSS WHERE .APPLICABLE). @--CONS/. J-04/ER MAN/r'OL.O PER OE/A£. O,V SHT. 13. (A,t:> Cl"' UETe:RS ,.,.,-R fl.AN,}. DESIGNEO ORAWN JJ HN CHECKED DATE DH OCT.1985 ~ #.#. 1/4 . / I ~ ' ·vo & "'d '>i"OZ=d.d @ D .. ·. PLAN AND PROFILE OF IMPROVEMENTS' FOR: SEWER & WATER SEWER C -STA. tJIIJO '/lJ 61-29.38 BIG CANYON APARTMENTS -TRACT 12105 CITY OF· NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 11 OF 25 JN. 85-358 I I I I " ~ ! I 0 ~o r ~ g JJ ~ '" 0 ~# s " " {\ --t~ ~ " :::: "i <: '" 0 -o, ~ m !l ~ffi " < " 2 0 ~ C z fl f3 f! '" . "'-" C £· 0 " ii ~ '.'-..1\i _, r:1 ,, ~ .li ~ :::-..t~·. • Joi l:'i· ,, \i)[•: f:. ..J.: ' (" j l ' ' l I ", l ! ,i l } l L l I j 7 ' ~ . . ... . "' ,_::::...c..::~c.-""-'-'"-----'---'-'--"· / V ~ ///r. / /A / ~~ / /~ :g / / ()<Si q Si o· . s .•. / ,4, /~p //(f~ ~-- / \I) \I) / II 6> / ''o/-~- / ~ ·~ . --~ '~ . : • .. . . . --'ti:o •• IV ~a. ·------ -----.... 19 •.s.,,_,,..,. =------..c:: ____ ;;:;,__ ____ ,..:::,. _________ ..___ r.F:/87.I P::ll?Ho.G e2 ?,-Z: ~ ~ .,_ ~ . '" . .. l?er::Jl7LE St:::LU.CS )la,?/,?, /h ~ ,?,1' l,,fe:RT: :1· ~ ,, , ·-""--"'-""'-"···-· :--··-·"·-·--"'-------------~--~~---• I" r:: IS 7. 6 P=l87.I I p,e, f'.:IB<f>!S ,e,:;.z . 1 ".-_ __ \,_1,,,0.,//J(fJ· .F.f",,J'J0.5 p,,, /'i!JO. 0 @ ADAMS/STREETER CIVIL ENGINEERS, INC. I I I I I 64 ... +----t SEWER CONSTRUC'1'10N NOTES CONST!l.UCT S" PVC SEWER MAIN CONSTRUCT Gu PVC SEWER MAIN . I L CONSTRUCT 4" PVC SEWER LA1'ERAL W/4" HOUSE LATERAL c.o. PER CITY S'fD. 406-L. CONSTRUCT STANDARD MANHOLE NO. l ?ER CONSTRUCT STANDARD MANHOLE NO, 2 PER CONSTRUCT TERMINAL CLEANOUT PER CITY WATER CONSTRUCTION NOTES CONSTRUCT 8" ACP,. CLASS 200, WATER ~~AIN. CONSTRUCT 6 11 ACP, CLASS 200, WAT~R MAIN. CITY CITY STD. STD, 401-L STD, 402-L 400-L CONSTRUCT 8 '1 BUTTERFLY VALVE PER CITY STD. ( BOLT VALVE TO TEE OR CROSS WHERE APPLICABLE). CONSTRUCT 6 11 BUTTERFLY VALVE PER CITY STD. (BOLT VALVE TO T~E OR CROSS WHERE APPLICABLE), CONSTRUCt'FIRE HYDRANT.ASSEMBLY PER CITY STD. 500-L. CONSTRUCT AC? FITTING (CLAS~ 200) PER PLAN AND CITY STD. 510-L. CONSTRUC·r 3/4" WATER ME:'TER AND l" COPPER SERVICE PER CITY STD. 502-L, 504-L, 516-t.AND 518-L, CONS'rnucT 1-1/2 11 WATER METER & 211 CO?PER SERVICE ?ER CITY STD. 503-L. REMOVE £}{!ST, TEMP. F.H. & 6 11 X 8" REDUCER AND .JOIN EXIST. 8 11 FLG. BUTTERFLY VALVE RESILIENT WEDGE, CONSTRUC'I" 8" X 12" TAPPING SLEEVE W/ 8 11 RESiLIENT SEAT G. V. ?ER cr·ry STD. 507-L. CONSTRUCT AIR VACUUM RELEASE VALVE ASSEMBLY PER CITY STD. 515-L. PROTECT EXISTING WATER VALVES IN PLACE AND ADJUST TO GRADE. CONSTRUC'l' 12" ACP, CLASS 200, WA1'ER MAIN. CONSTRU0T 12" BUT-TERFLY VALVE PER CITY STD (BOLT VALVE TO TEE OR CROSS WHERE APPLICABLE). ca sr. i,t.t4r, W MAN/;,,:="0.£..0 P4F.R DETAIL ON 5HT. 13 .(A,O. OFMei'JS'HS PL.AA/ .-1.?P)lOVf0 FOR C0NC£PT I. J.0tl~AE:-lCE TO CtTY ST0S. & fl!::OVlflEM!;NTS ONLY. '---+----+-------------------t---10!TY IS NOT AESPONSH!LE FOA CESIGN ~·---+---+-------------------t--,''~'· • PLAN AND PROFILE OF IMPROVEMENTS FOR: SEWER & WATER ____ ... SEWER D ~M 17981 SKY PARK CIRCLE, SUITE M IRVINE, CALIFORNIA 92714 vtS/87 8RGLOC47'a0 WA7""' ME"""' BIG CANYON APARTMENTS._ TRACT 12105 PHONE 714•250•1540 APP'O. DESIGNED DRAWN i;\ ____ / 1 /_ DATE BY DESCRIPTION JJ HN ~;,.l(}/ll,ff fft? 1/.-iZ"-<r" -f----L--'------------'--1,;;ii,rirn;--7ri.,.---i EXP.6/30(86, REVISIONS CHECKED DATE DANH C. HO ACE 33100 . • DH OCT.1985 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 12 Of 25 I I I I ! I I I I ~ -Ll :,-, 1c .. .. !'., r,, ,. . a ;, 3 T" C ti I I n > .,, \; z I 0 r 0 0 0 :n ·n ~I \, l ;. 1 ' . I ' ) • • ' ' ..... F+-+~F'-"-~'. •••••••• . . .. . . . .......... , [jjjj ---+--: • ·_' / NOTICE CONTRACTOR SHALL VERIFY ALL COf\lOll'IONS ANO DIMEN• $IONS AND SHALL REPORT ALL DISGREPANCIES TO THE ENGINEER PRIOR TO THE COM- MENCEMENT OF WORK. o· 7.? /8 .5 /NV. 11 11 11 ...::::::~•. ' • . .. , . . ' . ,.,., .. ,. ' .. -:-· 1 • : . . I • . ' . . . ' . . . -· 1 - 1::S==+-~g__...J.,~~~i' , =:::i===c=$....i==±==l....--l-="+'-+ • 0 I\ Ii__._.------t= CONSTRUCTION NOTES ~ ~ CONSTRUCT 8" ACP, CLASS 200, CONST!i'UCT 611 ACP, CLASS 200, CONSTRUCT 8 11 BUTTERFLY VALVE CROSS WHERE APPLICABLE), WATER MA!N. WATER MAIN, PE-:R CITY STD, (BOLT VALVE TO TEE OR CONSTRUCT 6" BUTTERFLY VALVE PER CITY STD. ( BOLT VALVE ·ro TEE OR CROSS WHERE APPLICABLE). CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY STD, 500-L. CONSTRUCT ACP FITTING (CLASS 200) PER PLAN AND CITY STD. 510-L. CONSTRUCT 3/4" WATER METER AND l" COPPER SERVICE PER CITY STD. 502-L, 504-L; 516-L AND 518-L. CONS'rRUCT 1-1/2 11 WATER METER & 2 11 COPPER SERVICE PER ClTY STD . 503-L. REMOVE EXIST, T'EMP, -F.H·. & 6 11 X O" REDUCER AND JOIN EXIST. B" FLG. BUTTERFLY VALVE RESILIENT WEDGE, CONSTRUCT au ·z 12 11 1'A,PPING SLEEVE W/8 11 RESIL!EN'.!' SEAT G.V. PER CITY STD. 607-L. CONSTRUCt AIR VACUUM RELEASE VALVE'ASSEMBLY PER CITY STD. 515-L, PRO'I'ECT EXISTING WATER VALVES IN PLACE AND ADJUST 'I"O GRADE. CONSTRUCT 12" ACP, CLASS 200, WA'.i.'ER MAIN. CONSTRUGT 12 11 BtJTTERFLY VALVE PER CITY .STD (BOL'.::' VALVE TO 'I'~E OR B R . ---·--t-;,~r,1P;;'ii1 _____ _ l°t)/ ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M IRVINE, CALIFORNIA 927i4 PHONE 714•250•1540 CITY C!TY S'l'D. ~entfjl-6, DANH C. HO EXP.6/30186 RCE 33100 Sl'll. 401-L S'ID. 402-L 400-µ DATE BY I .... -' •• • ... j:cJ!-c"L..L...+.+2=+.=-i-,=:::;::L..:::;==/:-.+l=c+=22=--..=±=L.._jc..=L..±...j .;;<--F±-+':=+==i-'-'-'--i"''+"'-4=-'+===i"---_; ~In :,·, '. :: ···:1 c.+======.c.=i-'-'--.c.c.c..;_· . ;, • • • i... "' ···: • i ••• • I ~hf . . DESCRIPTION REVISIONS . . . -" ........ - OOUBLE BRONZE SE/'?VICE CLAMP W/J./='. 'THREAO P.G~ /,1.B sro. 503-t... / f;XIST. 12 "A,CP. r q t 2 ''a:JRP. S70P ?£.R N.8. STO, 503-/. 2'1CQUPt,./NG PER N.B. STD. 503-L <fj WATER M_AN/FOLD N.T.S DETA/L APP'D, DESIGNED JJ PRIVATE ENGINEER'S NOTICE TO CONTRACTOR The existence and location of any underground utitities or structures shown on these plans are obtained by a search of available records: To the best of our knowledge there are no existing utilities except those shown on this plan. The Contractor is required to take au precautionary measures to pro~ tect the utilities shown, and any o1her tines or structures not shown on these plans, and Is responsible for the protection of, and any damage to these lines or structures. DRAWN HN PLAN ANO PROFILE OF IMPROVEMENTS FOR: SEWER & WATER S,eW£R O , D-/ BIG CANYON APAR'fMENTS -TRACT 12105 CITY OF NEWPORT BEACH CHECKED DATE :, ' PUBLIC WORKS DEPARTMENT $HEET 13 OF 25 OH OCT.1985 ✓N.BS-358 I ' I I, I t I l ' -"' n ).: ;:- ,;; ,,; j I I \ ) , >i ,. . .. ' ... SB·,iiJi j • •• r f ee-c· ~'f"'• "· :•. I :. ' . ct:-~=-:C,-,-=-:C,-,-r" I -"•"--t"--.f. ..... § ......... f+=+=+=r+=f-F#lJ+=+=+=+=+=§§§§b=b=b=b=+=+=+=+=, l:-177:=+=+~s , ~ : == +===-·-'~l ,. , ft ·,G , • ·cy >t., ~ ~~ .,, -- ii.. f. !, • -li:i • 6\ c--== J-=±~~d:-:::;~~f-¥~l~--2--=_+:::;~~+~~-2;;c:~f-±:LJ:2.~]::~==-i+if~•• .. (j • I.\_; YJ \ ' I -:: ..:........:::. ! - 't ~ / !'----\ ,. ~- .----· \\ ., ,/ ,,,/ ~----114 • 17ti, . , -.. , 4-~ l{!:. ii."'( (\) t) ~ /~ .. ,.," · ADAMS/STREETER CIVIL ENGINEERS, INC. . 17981 SKY PARK CIRCLE, SUITE M IRVINE, CALIFORNIA 92714 PHONE 714•250•1540 ··t ...• , ......... ~·-··•· ' - I ••• ·:1 ··: . - 0 A 8 © [01 ELEMENTS (n.,., o. 01a) 025 D V c:/17 /51/,.;! /SOP 7_9o; 155.9 ,;o" 7. 9,,,. /Olli. 6 _,,.a• 8.08 2+952/-i!J,<5,#.(}(, /00.4 48 11 7. 9\!> ~tm.26-0-MO.OO o.a /6" o.a4 o+OZ.83-0+53. /.9 1511 1.55 15.85 4/!!0/86 HC. & RJ//5£ PRO!=lll: S'mR/,if PR. l!NEI DATE • BY DESCRIPTION ·,DESIGNED t:¥,,,ui, l (.t10t. -li/.d fi~ . '8 EXP.6/80ie,·,, DANH C. HO RCE 33'100 APP'D.· , GH REVISIONS CHECKED DH . CURVE: -:.-DATA . 6 R L.. T 50~9$'7'1 45.00 40.4![ et.4t$ ad'ao'oo'' ---45:00 7o.;;, 45.00 /S""'O(i; 'e4'' ,5£40 5/.ti,9 .. E!ti,OS /0.9'b~ 'e4" 45.po .... 8:i.-,S ' .. .. __ t;,3.el ___ STORM DRAIN CONSTRUCTION NOTES construct 8" ACP or 811 PVC Schedule 40 for low flow l.ine. construct 12 u PVC Gc.hedute:: 40 construct 15" RCP -D Load Per Plan. Oonstruct 18" RCP D Load Per Plan. ConstrUct 24" RCP D Load Per Plan. Construct 3011 RCP D Load Per Plan. construct 33" RCP - D Load Per Plan. Construct 3611 RC.:? D Load Per Plan. Construct 42" RCP D Load Per Plan. Construct 4811 RC!? - D Load ?er Plan. Construct 6011 RCP D Load Per Plan. Construct Energy Dissipation Outlet Structure Per Detail on SHT-2 Construct Pipe Collar per City Std. 313-L. Construc't Cone. Pine Slone Anchor ner City Std. 3l4-L. construct Manhole No. 2 Per City std. 307-L. Construct Manhole No. 4 per City Std, 308-L. Construct Junction Structure No, I oer City Std. 310-L. construct Type OL Curb Inlet Catchb8.sin per City Std. 306-L. (W=7.0 1 ) W/LD per Std, 304-L and Detail on S~reet Plan._ Construct Type OL Curb Inlet Catchbasjn per City Std. 306-L. (W=::101) W/LD per Std. 304-L and Detail on Stree•t Plan. Construct Type OL Curb Inlet Catchbasin per City Std. 306-L. (W=14 1 ) W/LD per Std. 304-L and Detail on Street Plan. Construct Type OL-A Curb Inlet Catchbasin per City Std. 305;-L (W=5 1 ) W/LD per Std, 304-L and Petail on S,treet Plan, Construct Brook Products Grate Inlet No. 2424 W/24" x 2'4" Parkway Grate or Approved Equal. Construct Brook Products Grate Inlet No. 1212 W/12" x 12'1 Parkway Grate or Approved Eqtial. Remove Existing Cone. Collar and join existjng 24 11 RCP. Remove existing head wall. Remove existing 24" RCP. DRAWN '4N DATE OCT.18S5 PLAN AND PROFILE OF IMPROVEMENTS FOR: STORM DRAIN .LLINE 1\• BIG CA·N¥0N·A·PA-RTNIENTS -TRACT 12105. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 14 OF 2Z. 85-358 I l I t I I. l I l j j l l l I / I I l ~ ~ M '" ) \st a @, l ,& \ ) B, s / :>~----~ £ z T 0 C C" .~ n '. ~ I, ~ X D •. 0 ~ '" 0 0 8 ~ " M 0 " n ~ ~ z C Q ? ri n 0 g-~ :ti ~ 0 :0 ~ < z GJ z C <' -•· )<', I ~ " ~-~ -,,""""'"*I~"' 1/ 3 _,o02;!-~~ '-~~~'Rot'f-1. I " K . ' -~ I'..; II) ""~...9.. ~IJ. ,. ~'"'"'"...,,"j '% l ' as• STORM DRAIN ·CONSTRUCTION NOTES .,,,,,----~-- Construct 8 11 ACP or 8 11 PVC Schedule 40 for low flow l·ine. Construct 12 11 pVC !5c,h&dute 40 Construct 15" RCP -D Load Per ,Plan. eonstruct 18" RCP - D Load Per Plan. Construct 24 11 RCP - D Load Per Plan. Cons'truct 30 11 RCP - D Load Per Plan. aonstruc;:t 3311 RCP - D toad Per Plan, Construct 36u RGP D Load Per Plan. Construct 42 11 RCP D Load Per Plan, Construct 46 11 RCP D Load Per Plan, Construct 60" RCP P toad Per Plan. Construct Energy Dissipation Outlet Structure Per Detail on 5HT.2 Construct Pipe Collar per City St¢.. 313-L, Construct Cone. Pi!)e Slope Anchor per City Std. 314-r,. Construct Manhole No. 2 per City Std. 307-L. Construct Manbole No. 4 per Cjty Std. 308-L, Construct Junction Structure No, I per City Std. 310-L. Construct Type OL Curb Inlet Catchbasin per City Std, 306-L. (W=7,0'J W/LD per Std. 304-L and Detail on Street ~lan. .....;_.::, _____ _ Construct Type OL curb l'nlet Ca'tchbasin per City Std. 306-L. {W=lO') W/LD per Std. 304-L and Detail on Street Plan. Cons"truct Type OL Curb Inlet Catchbasin per City Std. 306-L. (W=14') W/LD per Std. 304-L and Detail on Street Plan. Construct Type OL-A Curb Inlet Catchbasin per City Std. 305-L (W=5') W/LD per Std. 304-L and Detail on·s,treet Plan. Construct Brook Products Grate Inlet No. 2424 W/24" x 24" Parkway Grate or Approved Equal. Construct Brook Products G:rar-e Inlet No. 1212 W/12 11 x 12" Parkway Grate or Approved ~qual. Remove Existirig.,Conc, Collar and join existing 24" RCP. Remove existing head wall. Remove existing 24" RCP. • .. : IJ : It :: '• =cc-+----,,-==+---c+--=ci'· I! Ill. . - !'~1: '/£92 . 15 :ie'Ct' ;axu !'> .f;==-1:$~:=:,=t:c=:A,~ . + :======f-+=-,c~+.c4=+,,-ic-===:.:,..--4-==g==:.:,..~~==:.:,..-'--fc:+=-c~~R~R: • ~ ... ; Lccs=•!=::..._l=+=~-=='='==L..,-l,iil11;j i ) A @ • :: l : . t pp., /7<ii!J . .!ill """''77. e FF.: 17 B. 3 P=/77.B ' I lj t\\ ~ \l;J .,_, I\J , I ' F.0./'",:/ (S.p:z/; r.O.F: ;; C'J.P.::t /7. CURVc OA7A 6 R G.9:,S-,;;'37 " 45.00 , ..... p_:.z:.=;::;; '> l;t; •·· : i<cBi:'7i$!.!le•,:.,ii: . __ , -E'ODOQ 5 ''.):'i'Cl("-,-_,2ro@o ,,._.::::::=;:::::=;::..,..:=:::::=;::.:_+======t=-~ ~ ;;e;: • ·· PliflVi!lTe--··_· ----+----" 4 ~ HYDRAULIC ELEMENrs (n=0.013) ,/./NE $TA, TO 67'A,' G/25 0 V of,, .1Z Or/0,08-2+3Z.77 GG.~ 42N 6,,,5 :3<ii" 8.BG /.75' 2l 4+01.07-4 ... 57.59 8./ IB" 4-.58 0.8 ' -c-c== . ,.. -' Vn 14-.27 e:41 ·--.... £~: =F-!"",,__T •· .. 11"' 11 11 :::'.:,~::--:· , . .,11 ---+-----+------+----+----1------t z 4-,.57.59-s-,,.oo.oo G.2 1511 5.05 0.77 7.84 /!5N 1.71 0 "-7 /0.$5 :rr-c /.8 15'"' 1-41 0.43 4-.76 I :rr-o 15" /.!55 0.29 '?J,02 ' ADAMS/STREETER L 7 CIVIL ENGINEERS, INC. S4.93 .3/. 4-8 178. 60ZL:. /78JOF..L- . J7B.8<?J re l78.3'3r5 r.F,,11~.a p,./78.7 ® F.r=1e1.o P:/80.G F.F=l/30.0 P.::.:179.5 .. • . . . .. . .. :::12 ',; -----· .. /!',lf,'JVA.:T/S. F.F..,/8 P.::: 184 • r.l"=lil P=/8, • ~I... r,I', p_. ~ f n ·PLAN AND PROFILE OF IMPROVEMENTS FOR: STORM DRAIN _,, ,/"""- """LINE tr. BIG CANYON--APAR'l"ME-NTS -TRACT .12105 4111' l.3,/.5p 14-5.00 /04..SZ S4.S3 1798t SKY PARK CIRCLE, SUITE M IRVINE, CALIFORNIA 92714 PHONE 714• 250• 1540 .1----1---l-----------------+--,--li-::Dc:Es-S:-::IG':-Nc.:E:::,D.,...c..;.-+.:D:-:::R--:-A::,W,:':N~H-N--'-'-lf-----,------------_----r--------,--t: /?xri,qJ/ ~ l-/-,,exP':~'fo7'if(•-oA_r_E..,__sv_L,_ ____ o_E_sc_R_1P_r,_oN _____ __.__AP_P'_o.-+cc""H=Ec""KE=oc---G_H-+o=A-=rE::--'~--'I Cl~BL~F w~;.:'f ~~!~r!~tTCH DANH c. HO ACE 33100 ( REVISIONS DH OCT,1985 SHEET 15 OF .25 / 85~358 f' i'ti CJ m I'-:JJ I- 8 ?' ,. i: i Ii f •· • ' \ '1 ('I, l' ) l l I l I I ) I I 5 \ . . : . . . . ' . . .. . , •c==c=' ,,, L,_____i_ ---• • , F,I":, /Bl. 0 r.f:. /7'!).2 p.,/78.7 P.r':ir/80.0 P#l79.5 F.F.,/78.'1 I" :l78-4 r.r:./8/.0 p,,/80.5 ® 6 HYORAVUC EL..EMENTS ,&./NE s,;.,.. TO STA. 0,es a :tr !5+00.00-6'8/.98 6.2 /5" z G+IP/.M-S,.19./Z 4.2 /f5 II :tr fJ+/9./11-/0,.25. I.,, 11511 [ ® E-E 2.0 12" Z-19/irF 1.4-/5" FF:/83.7 P:1832 F: F. = ,e. 3-2 P"' 18:Z.7 F./S/8!2:.2 P:/f'!J/.7 J.'°r:/83.2 ,P,,/82.7 ® - F.F.:::182.~ P'=/82.4 8 lf@,F.::/82.Z GP.=/1$1, 9 v (p CVli'l7l. z,:,,rTA". -R \ J.3/.70 . "$5.78 (11~0.0li:1} V """ v,., s.os 0.77 7. ., !l42 o.e-, G.09 /.55 o.se 7.53 e.55 o.a'!J /0.73 1.14 O.IJ/ @ RA:/89.7 .P P':IIS'/3.;e {/! 1 F.F,,/85.7 P.e 113 a.z. FJi,ISZ. 7 P'=li!J:Z./!?. Pr-"l83.7 P:1$3.2 . ' -" ' ....•... ".... . .,. 8 ( 9 iii ' :ii {IJ '' ~-• " .• ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE. SUITE M IRVINE. CALIFORNIA 92714 PHONE DANH C. HO ' ' DATE BY v!, ,,,,,,,' ' =:m-; ·"--:z;;,1 ·= zfC,P426>' AE ... •• ' ... , . N' \~-,,, ;::vl·i' -QI ------~-- 1 $ !l>/ ,/4 -1JJ!!, -==~-~ .. ~-:;.,,"";:...--::::::::::w:::::=f~~~t.,-~si:,;=-=-=-=-=::._::::;":.,.::::l---...,,,-_. 0 '91/c~ .--,tO,;,. -; • "\; ..._ C .~, --0 J -,--c;; " ;,s.. ~....... :I. ... \'$, V' ,, ~------~--· -~(', ~ 0 ~..... ~ ~ ------_=-.._"' • '.'l;i.aJ " ' ..--:"'. /'', '-> ~ " ' ,"' ... ...--,.,,,..---;::-::· ~ ~ DESCRIPTION REVISIONS --a ~ -0~' • "~.;.---'------"i--'---'-~------'-'~-'-'.~-& .• ' I STORM PRAIN CONSTRUCTION NOTES Construc:t a" ACP or B"" PVC Schedule 40 f(:11: lot,' flow line. ~ Construct 12 11 _pvc -6'Cnedule 40 Construct 1511 RCP - D Load Per Plan. Oanstruct 18" HCP - D Load Per Plan, construct 24" RCP - D Load Per Plan. Cons1:ruct 30 11 RCP -D Load Per Plan, Construct 33" RCP D Load Per Plan. Cons,truct .36" RCP - D Load Per Plan. Construct 42" RCP - D Load Per Plan. J Construct 46" RCP D Load Per Plan. construct 6011 RC:P - D Load Per Plan. / Construct Energy Dissipation Outlet Structure Per Detail on SHT. 2 Construct Pipe Collar per City Std. 313-L. Construct Cone. Pipe Slope Anchor per City Std. 314-L. construct Manhole No. 2 per City Std. 3~7-L, Construct Manhole No. 4 per City Std. 308-L. Construct Junction Structure No. l per City Std. 310-L, Construct Type OL Curb Inlet Catchbasin per City Std. 306-L. (W=7.0'} W/LC rer std. 304-L and Detail Ln s~reet Plan. Construct Type 'JL curb Inlet Ca.tchbasin pe!:"• City Std. 306-L. (W=lO'} W/LD per Std.· 304-L and D~tail on Street Plan. const~uct Type OL curb Inlet Catchbasin per City Std. 306-L. (We14') W/LD per Std. 304-L and Detail on Street Plan. Construct Type OL-A Curb Inlet Catchbasin per City Std, 305-L (W=5 1 ) W/LD per Std, 304-L and Detail on Street Plan, Construct Brook Products Grat:e Inlet No. 2424 W/24" x: 24" Parkway Orate or Approved Equal. construct Brook Products Grate Inlet No. 121:2 W/12" x 12" Parkway Grate or Approved Equal. Rem:Ove Existing Cone. Collar and join existlng 24 11 RCP. Remove existing head wall. Remove existiI?-g 24" RGP. APP'D. DESIGNED GH. DRAWN 1-iN PLAN AND PROFILE OF IMPROVEMENTS FOR: STORM D_RAIN LINE II BIG CANYON APARTMEN'TS TRACT 12105 CITY OF NEWPORT BEACH _,. CHECKED DATE DH OCT.1985 PUBLIC WORKS DEPARTMENT SHEET 16 OF :/'5 85-358 f I I I i a • ~ • ~ i:-~ . ~ ~ ~ l l l. i ·J ¥. f i " ., i, l r ~ ,; z :,: 5 , " ~ 0 " m el " ~ "! " i5 " z ,, ~ 0 " ~ •· ::;;• i•,: ?: ,,·, v (~- c" • \ ) ~ ~~ ffi *~ ::.i 'I - ~ ~es ,:, ·z "I\ " C: ~~- ~ 'S,. ~~ ------- 0 f! JJ ~ I ~ z w ?...'. C < rn .. . -" (\ ' • ~t I'. " ' / " C) 1,,, ~ !!)' ~ / i, !\ltu llJl -&o \Ji \II ::=:;:::::-,J, Iii ill \\) )\) ";;, " ...... L 'L <!,I = d0 O'li!tbl ~,,-0;.I @ ,J;',(.61"""" S'FL.¢./:1t::,;1·0irJ @ f!!/"f!J~I ~d9 ,;, '<if,IJ/,1",!'/!!J':I 'P''06l=d9 I. "061"d0>1 Construct 8" ACP or 8 11 PVC Schedule 40 for low flow line. Construct 12 u PI/C GchecLu!e 40 Construct 1511 RCP - D Load Per Plan. aonstruct 1811 RCP - D toad Per Plan. Cons'trUc't 24" RCP D Load Pe.r Plan. Construct 30 11 RCP D Load Per Plan. Construct 33" RCP -D Load Per Plan. Construct 36" RCP D Load Per Plan: Cons-eruct 42rr RCP D Load Per Plan. Construct 48 11 RCP D toad Per Plan. Construct 60 11 RCP - D Load Per Plan. Construct Energy Dissipation Outlet Structure Per Detail on Slff. 2 Constr~ct Pipe Collar per City Std. 313-L. Construe,: cone. Pipe Slope Anchor per City Std. 314-L. Construct Manhole No. 2 per City Std. 307-L. Construc't Manhole No. 4 ·per City Std. 308-L, Construct Junction Structure No, I per City Std. 310-L, Construct Type DL curb Inlet Catchbasin per City Std. 306-f.,. (W=7.0') W/LD per Std. 304-L and Detail on Street Plan. Construct Type OL curb Inlet Catchbasin per City Std. 306-L . (W=lO') W/LO per Std. 304-L and Detail on Street Plan. construct Type OL Curb Inlet Catchbasin per City Std. 306-L. {W=l4') W/LO per Std. 304-L and Detail on Street Plan. Construc't Type OL-A Curb Inlet Catchbasin per city Std. 305-L (W=5') W/LD per Std, 304-L and Detail on Street Plan. Construc't Brook Products Grate Inlet No. 2424 W/24" x 24" Parkway Grate or Approved Equal, construct Brook P?"oduc'ts Grate Inlet No. 11212 W/12" x 12" • Parkway Grate or Approved Equal. Remove Existing Cone. Collar and jo.in existing 24" RCP. ·Remove existing head wall. Remove existing 24" RCP. A ' ' ' 0 ~-' CVRVE OA7A 6. R L 7 4.9:¢50.9' /8SOO /<,;O. G4 8$.78 7e"' 40 '.a~" 4500 57.08 33./0 38 °58 41" 4500 .30-tM /5.93 4.5°0000" i?i?.50 /7.C,7 9-32 ADAMS/STREETER CIVIL ENGINEERS, INC. 48°28'19· 45-00 38.07 20.26 37•1s'tJ4" 145.00 '14-27 48.87 17981 SKY PARK CIRCLE, SUITE M IRVINE, CALIFORNIA 92714 --c-1.s•.34•e1 203.00 4,8.09 E4./a, PHONE 714•250•1540 1-- DATE BY --- ··'-·· ... ,. ' ' . . .:&' ~.:1/.,e :~ i' i •...... ,. :: " ....... . ' . . ' ' . . ' ----• --···"" . . . . . . . . . . . . . . . . . . . . . , ..... •p••··-• -~ ........ ··• --+~ ~E)$~() • • --------- ,... . ' .... , :===::===r=:==+=-i: C IO+iUi. 00-/2+85. o+7a. 37-2..,.?s.oo 7·, '"t-1 f• e 0 ,,1 J,, ' li:t.li:MENrs (11.::0. 0/il) m.2t, . a /.9 tt>" 54.2 60'' S?.8 30" ae, 15 11 -· ------· ,0 ' , • "' ,0 i' <,-m'" 0 - V dn 1.ss 0.413 1/.04 /.SO /0.7G 1.4-7 0.73 1@~~ Vn 4.40 /7. c;;s /7,SB 6,SS 'fG.F':tS7.i!J GP::: //3,7. 0 1/ t! 1'0 ,.,. -,:Sl :s, . @- _;_._..:,_,..,:,....------ \ il) ,,;;-:-~u_<-'_:".'·~~-,,_-,:::."' ,,.-,,~:,·:,.,•,'~_,' \ (;' 'l----'N:..:..:/.C!.'l..:'4~::::::..+:..~.J...:..--1-' • ---.....fc...L.---tr.t~ -OJ' ,Y \ c, c, 75 G l), {jj,;,_ _____ oiJ-~):;i{l) \'-Iii--_::: r-,e,,r-';,;\"-',-.--1-c--~f.+----1,-r4· ;;,"v-"' f s,,m:;c.f ,---1-m&.---tt ffl--- ~-~t/J fJ \! \"' d) ,,v Af:) "'~ ;,,V ·•; 'cJ 1 ,, · (/) W "; "' \V 1, 'f---------c\rt:rJ:.·-_. ---1. ,fl," (P 0 >)· ,.,_ --•-"----;, 0 -...,------ MacARTHUR BL. ~-PJ!RO'iEO FOR CO~CEP0T ,1 ~~»il\rnCt TO CIT't sr:.os. & RJ;t!Um.EMEr{TS. ONLY .CIT't' ;,s NOT Jll;SPOt>lSt:0-lE FOil oe:no,,{ . A0S0MeTI01![ACY, -_ .• . ~~-~ Pt.AN AND PROFILE OF IMPROVEMENTS FOR: --STORM O_BAIN ' -LINE II • '~INE Ill BIG·CAN-Y·ON··A·PARTMENTS • ~ TRACT_ 12105 DESIGNED DRAWN DESCRIPTION APP'D. GH HN CITY OF NEWPORT BEACH CHECKED DATE REVISIONS OH OCT.1985 PUBLIC WORKS DEPARTMENT SHEET J 7 Of 25- 85-358 l 1 I I I i I ·" ~ -Z:{ .. "' g. i" ~ . p_ • --;; . {, :N f \ I I I ~ 0 ~ ~ ~ z '. f-~ .'} " .,., "I ,· • l -, L-~---·--~-r~-.-•-' m ) ·-,. ~--------~-- I .,, £ 2 :t: 0 6 g ~ " D ~ 0 z ;i.1' f1: .. '::-! .. -··· -. . . -~=~-····==-===~--'-"''·'" .. ····-' . . .. -. """ ... .. . ,. .... . :; __ "'"'""':" . ' ,..... . .., HY~l/LIC eLl::Mt:IVTS (n=O.OIB) '•, I ' FG.F:/87.$ (f;/f: IB7. 0 t./NE ;r ZlI ;r~C#P ,:,a-Ii: __ __:_~---~---- 0 STA.1"0 $TA. z-,,,. 7:5.00-2.;,92. 51 e"'"f)Z. 51-'8+87.44 l\t--. tt\.. ~ \\ () '\,.':'-,I b. ~-ct \II-,_.); "'"-' Q= !Se.a 4-'f!l.a 2./ /.9 ~-- ' " ,I fJ1 0 '130" -33" 15'' 15" ft V /0.7'8 6.30 /.// I. Ofii> f'F:l8'-1'-!S P:,/9'1>.0 dn 1.47 0.3"1'?, f' p,, /'i!}O. 5 I"'"' /',IQ 0 Vn 17.58 e.s~ • _ .... -----·--· r-,' I 11> 6'I • ,v· •!• S! Ill • , 0. r"~ ,, u • .i. ,l //)0 \~ fl~ ~ II. ,e , ,t ~i ii)· ti l!l . . ---_-'l'r" L---~"':·~\:l'.,Ss1.47c.;._'1:._,;:, </)· 'll (!j • " G'J . . ' --------------------.c __ -------- MacARTHUR BL. \\ , I \ \' \ \. \ \ • STORM DRAIN CONSTRUCTION NOTJ:S Construct 8 11 ACP or 8" PVC Schedule 40 for low flow line. Construct 12" PVC-5CHC.tX/I..I: 40 Construct -D Load Per Plan. 15" RCP aonstruct D Load Per Plan. 1·a u RCP Construct D Load Per Plan. 24 11 RCP Construct D Load Per Plan, 30" RCP Construct D Load Per Plan. 33" RCP Construct D Load Per Plan. 36" RPP Construct D Load Per Plan. 42 11 RCP Construct D Load'Per Plan. 48 11 RCP Construct 60" RCP D Load Per Plan. Construct Energy Dissipation Outlet Structure Per Detail on SHT. 2 Construct Pipe Collar per C1ty Std, 313-L. Constr.uct Cone. Pir,e Slope Anchor per City Std. 314-L. Construct Manhole No. 2 per City Std, 307-L. Construct Manhole No. 4 per City Std. 308-L. Construct Junction Structure No. I per City Std. 310-t. Construct Type OL Curb Inlet Catchbasin per City Std. 306-L. {W=7.0 1 } W/LD per Std. 304-L and Detail on Street Plan, -• _c:-a&11e:-DATA _/f ;.. T /.3"$4 ?7' . 20-5.ocf_ .48.0-9 24/G /.3".84£7' /:5;5,QQ __ 9,-,;_7z /,6.45 __ c --.94"3/b8"' 14.S:OO 2.3920 /5<;,.9I 0 e.:,/o"e!l' 170$.10 ,:;4.7e .!n?.S<i, E. B-rF"eSJEo" ee.so -55.18 ·--zo.415 ... J· --1 .• ' -~ ($1 I • -$ ~=' • ------....._ 'O ..., - _ Construct Type OL curb Inlet Catchbasin per City Std. 306-L. (W=10') W/LP per Std, 304-L and Detail on Stree,: Plan. ,\0 construct Type OL Curb Inlet catchbasin per City Std .... ,(~()6-L. (W=14 1 ) W/LD per Std, 304-L and Detail on Street J?lan: construct Type OL-A curb Inlet Catchbasin per City Std. 305-L (W=5') W/LD oer Std. 304-L and Detail. on S,treet Plan, Construct Br~ok Products Grate Inlet No. 2-424 W/24" x 24 11 Parkway Grate or Approved Equal. Construct Brook Products Grate Inlet No. 1212 W/12" x 1211 Parkway Grate or Approved Equal. Remove E1dsting Cone. Collar and join existing 24" RCP. Remove existing head wall. Remove existing 24" RcP. ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M IRVINE, CALIFORNIA 92714 PHONE 714•.250•1540 fhtd/ ~ ~xl!e~fo;fl • DANH C. HO RCE 33100 DATE BY DESCRIPTION REVISIONS s ,. - ..•. • it§ : - .. , . :: I ...... : ... :~" l~ . • 7i.k.M~Li ,t: __c_=~ ,PR1v.4rE LJ --- ________________ __.PAWAT-E~INEER'S-NOTICE TO CONTRACTOR The existence and location of any underground utilities or structures shown .FORD RD. on these plans are obtained by a search of available records. To the best of our knowledge there· are no existing utilities except those shown on this p-lan. The Contractor is required to take all precautionary measures to pro- tect the utilities shown. and any other lines or structures not shown on these APP"O. plans, and is responsible for the protection of, and any damage lo these lines or structures. DESJGNEO . DRAWN "" ' GH MN CHECKED DATE DH OCT.1985 PLAN AND PROFILE OF IMPROVEMENTS FOR: STORM DRAIN • LINE 111 BIG CANYON APARTMENTS TRACT .12105 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 18 OF 25 85-3513 I j ' I l ' l ;...J I . : :ss-===l;,--+-="'i . . ...... , ... . . , .... . . , .... . . ' . . ...... ' . ,. / .... I. I ' ·---',•, ,,'\ ·----,. ' ' ' -• 1 I ;gg ,7M · -t: :-1:cc;';::;::t T~:,.+-:,+:.:::§~d:;;,,=§+:+,;,,=+:.:::3=k±~~a# . L .. +~1~=:..::==""="+cf'""c-b=-±;:TS::J74'§===r~±:::.·· .l:;!::J,ii .•• :t:-:::-,. ... I ' ... ! ...•. 1"=4o' ..., & WET WELL,,P!m MAIN SCH.ex::,· SHEE1' 21 & 22 ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M IRVINE, CALIFORNIA 92714 PHONE 714•250•1540 DANH C. HO DATE BY DESCRIPTION REVISIONS 4/ APP'D. DESIGNED CHECKED JJ DH DRAWN Jt) DATE OCT.1985 UI · PLAN AND PROFILE OF IMPROVEMENTS FOR: SEWER FORCE MAIN PRIVATE' BIG CANYON APARTMENTS -TRACT 12105 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET f9 OF 25 85-358,· I I I I l l F ::.:, , .. C I I j ) -·-·--1 i ~;':; ! '"' ! ,,. ,.-~ 'I j ) ' ,,, • !: ... • !···· : ... : ..... ! ,.. • L. ~ .. ;°. . . .. -. ~f,f't:JM ·• ·· /~"f.iS(. .f•l iiW / c-ctcc•· , •: .. , .. . '. •• _:_,__~t ... ,~~;:.::,:.-'., ; .... --✓(·"~_: .. :} --, "'-'-="-=_t-~=-__ :Ii~ k.;,:c.·_ --'--•·-··.cc·•-•· "'--"'-='-'-'=-'--~ '-'--~=-= =··'.c.:c..c.=:c.=cL...-• ..JC{: \ l4f~ ··i•:-·=c:1 I" =4o' ' CONSTRUCTION NOTES (5)r.'l\ CONSTJ,UC:l' S_Ei(ER._/?UMP ,STATI,ClN .!' }-!El' ,WE!'.,!, PER SHEET 21 & 22 ( a,,'!!,,-CONSTRUC:'~ 4'.' NC -~EWER FORCE MA!N SCH-!:!,C> . ;J., _ =:--'CONSTRUCT 8" '!/Ct' SEWER: --,J ---------~--C:OA'.l''MIVW tZl!·BRON-OR-POtYURE'rHf<l<E-~ _ ..,/ @Ce\ CONSTRUCT STANDARD PRECAST MANHOLE I PER'l:!TY STD. 401-L '(91-JOIN EXIST. MH { OCSD #5--MH #24} i:,y coR..E. O(i!.lLLi.r-.J.G PER. '$EC11,c:,-J..J ~ e,r-~\S.V::::,,,J,J5, c:,F OC..".;;:C> I~ .... . ... . , • J. ·::· :. I • ,., •• ""'I ' • ' .,. ::· "'.:.L •• . - - .'. ... I .. :. ·-_ ·. ' • • : ... ·1·· .. .: ... --. ...... ,. -.. ·.:·; .. :,::· j •• ··: • .. :.:_:i:' 'i . . . J,, .. .' ... : ... "") 'i_~. f5 -"l_#'lec ~l?OU&/0 ,,Ma.,_ ----· '7~' ~Alf'.Si:1i!'F1 ~~ . ..l. • j -•. ' • L=f== ' • . -. . ' ;f"QTURE J,"'/&'1 SM -'EEB-~l:HJI. -z7M AT-If ;wt, ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY _PARK CIRCLE, SUITE M _ _IRVINE, CALIFORNIA 92714 --_-_p ONE 714•250•1540 DANH C. HO II- EXP.l!/30/86 RCE 33100 .... __ OATE BY DESCRIPTION APP'O. OESIGNEO REVISIONS CHECKEO JJ DH . / ··J - /2 "' DRAWN JD DATE OCT.1985 PLAN AND PROFILE OF IMPROVEMENTS FOR: SEWER FORCE MAIN PRIVATE BIG CANYON APARTMEN'TS TRACT 12105 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARtMENT SHEET 20 OF 25 -85-358 \ ! I I - I ' ) I '. I • . . . ' T - re'\ \...-_} I--- IG4. 20 IAl/1. EL / 1":>l..o,cf< WALL. ft:rz.L.'S.Ai.:ct-lrr~cr~ ~ (20) a·"SEw'ER INLET ~----L..._-1/ ___ LJ'I_JI_JI_Ji _ _L_ll _ll _Lj1=-JI _L_LI_L 1---..0._v,w,_;o_oc.._:S'.~,,:;._,11_0._w,r,._-;,q----, __ --1_1 __ ~1[ __ 1 --~ [ ~~ /00 G.PM 44'· TL?# ~ Cc.. /G4.SO h'/$h' P//lTcR Ac:ARA/ ec. 164.00 __ ~o:r;;;,·pu:Wp..s 6'# ..:;,: -~ .•. ·. ;g:::.·" 12 jJ, NOTE:: TEE CONTRACTOR SHALL SIJBMIT STRtJCT:JRAL CALCOLAT!ONS P~EPARED SY: A :L-ICENSED ENGINE-ER FOR TE'E PRECAST OONCRE:!'E VAULT AND ?RECAST CONCRZ'I'E MANEOLE _(?R.IOR. _TO T!'!EI·R CONs·:::quc'I'-!ON) TO T~2 C!TY OF N;'.W?ORT 32:AC:L ?U.SLIC WO:?.KS A)i"D 3CT!LDING DE?A,"q!~!!:.NT FOR A?PR.OVAL. PL.AN SEJt/cR t./.FT STAT/CJ/ll ,,. ~,,.;,-;-'f7-_~/? -·"--/#$',$1/.,.F@ ~P..«'T.cO ------C'~.9h'c O Ra:::? K SECT/OIi/ - 3 /1/ 5 h'P 17$0 R.?U T; cc.. /G.3.40 .!J/4" /?KC ~r M::>Tc: azyc,e 611/.0 Cl/' Cav'a-'/T (al? 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POM'P MO;;;?~ ,////Le PL/LL cfCLi'S' ,4.,WPS /r R.Y#A//,VC ,b'A'CA"/¾:'P.0.5'- ' "'---- //. //Vc'O.M/,1.G" A2/f/6R C48Lc COAJl)U/T zll .0/h'. lv!M/INfJM .••• PCNP McJTaR L'O...V.TRcJL ,4.,,VO PO./'✓cR c::'A',t!?Lc COA.IOUtr2"LJ/A'. !!'. ,4CL PR.4CT/C'ES AA'.0 PRa::"eOC/RE.S: N.4TcR/4c.S ,4#.0 PLA'L'EME,.Y.T cJ/" M.4TERML.5' Sh'A'CC co,vraRM' /h'c//cRY R~Pd"'CT .ra r~:-s'.T.A'A-'.0.4R.O PL.4#,S .4#0 .SPcC/r/C,47/CA/$ or T#E C/..rY.::v #t:NRJRT 131:fAc;;#. APP'D. DESIGNED ZS ZS CHECKED JJ OAT[ NOV.J985 MECHANICAL PLAN SEWER PUMP STATION· BIG CANYON APARTMfNTS • TRACT. N0.12105 CITY Of tJEWPORT Bl:ACH PUBLlC WORIIS OEPARTMl:.NT SHEET 2l OF ;?5 5 ' ?;' '.') <, " m n 0 < 2 C '! "' ~ 0 ' rn ► n ? ' ~ 0 ~ ~ ~ z C @ m n 0 ' m " n ~ ' > ;.- -~ ! ,- 0 n 0 ::t) ~ 0 ~ ~ 0 z i ~ ,; ~ z m " " t: _, CJ ;i.' .. t, ' ) n' " ' :;:1 i r;; -~ .t<:. \"\ <:'...,, 'I~ ~G) ~z ~ C s: ~ OJ ~ m :0 , I_, , -~-- " r > z I u 0 5 JJ n ~ 0 "' n 0 n z '1 i5 G) z . z . C 11 s. ,; z m m ~-' ::::. 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I I -l)-" ,r,;e.,.-16'.-ZU,M4f' I I ::ME..../1.PO// ...J ~ //,Q I T ~~+-_/£_ 4MP ,r,as-c rv~~ I ~P .SIA/CLE LINE CJl4CRAJ.M' .-Y.::77 70 SC4.:c Zae Sldawl, P.E. Ca!\,\.lltlng .EnglmlM Waiilr Syl!tem, Engllle.trloa 3100 Alnvar A'v~., Ste. 123 Ca,!a M'Ha, CA. 02626 ti'if1:ee'_e:.r.rie;-_\"' ·-···· / c:ye," t-701.--(~11-l-(l .... i::t-1~ Al~ 1111?11-lllr I f.J :3/4-"e,. -z''e,-6,-ll'e, 'if f ;l' l06,J 11-li,ll-J DATE BY 0£SCl'IIPT!ON REVISIONS ELECTRICAL LEGEND.S : 0 CONDUIT AUN EXPOSED CONDUIT RUN IN DA BELOW FLOOR OR GRAD~ MINIMUM 3/4", CONDUIT AUN UP CONDUIT RUN DOWN JUNCTION BOX ELECTRICAL METERING SWITCHBO.~RO DR MOTOR CONTROL CENTER. MOTOR, HORSEPOWER AS INDICATED. SINGLE LINE DIAGRAM LEGENDS: :t@ KILO-WATT-HOUR (KWH) METER PER POWER COMPANY'S REQUIREMENT l)tSA I 2-f' CIRCUIT BREAKER, SHOW AMPERE RATING ANO NUMBER OF POLES 12l~f.lK Sf(✓A ,.,_L.....z4o/ ~ 17,D v. MAGNETIC MOTOR STARTER, NEMA SIZE AS REQUIRED. FVNR [FULL VOLTAGE NON-REVERSING) TYPE TRANSFORMER, SHOW KVA RATING, PRIMARY ANO SECONOAl,Y VOLTAGE PUMP DR MOTOR, SHOW HORSEPOWER GROUND CONNECTION ELECTRICAL GENERAL NOTES: 1, THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF TERMINATION OF ELECTRICAL SERVICE WITH UTILITY COMPANY PRIOR TD START OF CONSTRUCTION. 2. THE CONTRACTOR SH/\Ll. COMPLY WITH CODES AND OAOINANC.,;.d HAVING ,;1!.JRISOICTION, 3. THE CONTRACTOR SHALL .OBTAIN t.NO PAY FDA ALI. PERMITS ANll INSPECTION REQUIREMENTS. 4, ALL MATERIAL SHALL BE NEW, U.L. LISTED ANIJ APPROVED. 5, ALL ELECTRICAL DEVICES, EQUIPMEN·,·, CONDUITS, CONNECTORS ETC. LOCATED ON THIS SITE SHALL SE WEATHERPROOFED. 6. THE CONTRACTOR SHALL VEA I FY SWITCHBOARD METERING ANL' CONSTRUCTION REQUIREMENTS WITH POWER COMPAN~•. 7. PROVIDE 3/4" x 10' LONG COPPERCLAll STEEi.. Gi:Cl!IND Fl□□, Clll ·Of tilt\VFO!i BEACH CH~CKEO DATE JJ NOV. 1985 PUBLIC WOl'UtS OEPAIITMENT SHEET 22 Ol' 25 l l .; l j I l ~ ?' 1·~-~' l• --?. ,_., :..'1 '· z !' ~ 0 tL..., ___ _j ) I DATA ◊ DELTA/BEARING RADIUS LEN./DIST. TANGENT 0 1 00' 49' 1 1 " • 15. 00 26.39 18. 14 <§> 05'36'58" 166.00 16.27 8. 14 0 13'27'58" 134.00 31 . 49 15.82 0 o· 12°08" 1694. 1 0 5.98 2.99 0 56' 13' 44" 15.00 14.72 8.01 0 92'39'41'" 2.00 3.23 2. 10 0 N 33'25'00"E 10.25 <§> 99'59'30" 15.00 26. 18 17.87 0 N 11'35'00"11 . 16.32 ~ 35'09'03" 30.00 18.40 9.50 ~ .56'16'32" 5 .. 00 4. 91 2.67 ~ N 78'25'00"E 4.35 ~ 90'00'00" 2.50 3.93 2.50 4P N 11 '35' 00"11 5.76 ~ 81' 56' 35" 15.00 21 . 45 13.03 ~ 96' 51' 24" 15.00 25.36 16. 91 ~ 97' 14'29" 15.00 25.46 17.03 ~ N 15' 15' 00"11 13.20 ~ 57'11'55" 6.00 5.99 3.27 ~ 13'34'27" 166.00 39 .. 33 19.76 ~ 02'44'40" 192.00 9.20 4.50 ~ 63'53' 19" 15.00 16.73 9.35 ~ 80' 18' 27" 2.00 2.80 1.69 ~ N 58'25'00"11 6.51 ~ 28'36'59" 15.00 7.49 3.83 ~ 120'19'18" 5.00 10 .,50 8.72 ~ 82' 47' 15" 5.00 7.22 4. 41 ~ N 31'35'00"E 6.00 ~ 95'33'38" 2.50 4. 17 2.76 ~ 41 '27'05" 15.00 10.85 5.58 i9 112'05'43" 25.00 48.91 37. 13 ~ 65' 25' 10" 15.00 17. 13 9.53 <$) N 21 '50' 17"E 9.50 ~ N 38'09'23"E 9.59 ~ 65'32'40" 6.00 6.86 3.86 ~ 97'45'57" 15.00 25.60 17. 18 ~ 163'40'54" 15.00 42.85 104.62 ~ 01'18'40" 134.00 3.07 1.53 ~ 106' 12'32" 15.00 27.81 19.98 ~ 20'03'33" 134.00 46.91 23.70 ~ 29'25'43" 5.00 2.57 1.31 ~ N 13'25'00"11 14. 41 ~ 45'00'00" 15.00 11 . 78 6.21 ~ 53'50'45" 15.00 14. 10 7.52 ~ N 31'35'00"E 9.55 ~ 01 '57' 43" 1694. 10 58.01 29.01 ~ N 74'45'00"E 13.03 ~ 90'00'00" 2.00 3. 14 2.00 ~ N 36'59'45"E 15.00 ~ N 36'59'45"E 15.00 ~ 90'00'00" 2.00 3. 14 2.00 . --------·· .------·· "' zl n..oo • t1•47 00 ., ~ "' "ti'\ & 276.00 N 11'47'00'"\/ ~@) 130.(o(J DATA 0 DELTA/BEARING RADIUS LEN./DIST. 0 N 58'20'00"E 16.30 © 90'00'00" 3.00 4.71 @ N 31'40'00"11 2.00 (J; N 31'40'00"11 10.68 © 90'00'00" 2.00 3. 14 © 90'00'00" 2.00 3. 14 (jJ 87' 15' 36" 15.00 22.84 © 02'55'04" 205.00 10.44 ® ·85' 40• oo" 25.00 37.38 @ 01' 05' 09" 1444.54 27.38 e 0 1 56'42 11 1447.62 23.87 ® 89' 24·' 42" • 25. 00 39.01 @ 108' 40' 41" 15.00 28.45 @ 0'28'37" 134.00 1. 12 @ 13' 27' 58" 166.00 39.01 @ 13'34'27" 134.00 31 . 75 (ii'] 67'32'04" 45.00 . 53.04 @ 35• 17' 45' 50.00 30. 80 @ 60' 34' 43' 15.00 15. 86 @J N 78' 13' OO"E 23.00 @ 180'00'00" 2.00 6.28 @ 90'00'00" 3.00 4.71 @J 59'23'48" 15. cio 15.55 @J 59' 11 '57" 50.00 51 . 56 @J 07'18'20" 144.00 18.36 @ 45'00'00" 15.00 11 . 78 © 90'00'00" 2.00 3. 14 @ N 33' 13'00"E 11 . 84 @ N 56'47'00"11 10.84 ® 90'00'00" 2.00 3. 14 ® 45'00'00" 15.00 11 . 78 ® 82'43'58" 4.00 5,78 ® 81' 10'38" 15.00 21 .25 ® 100' 58' 01" 2.00 3.52 @ 26'37'57" 29.30 13.62 @ 90'00'00" • 2.50 3.93 . @ N 54'00'00"11 1. 50 ® 90'00'00" 6.00 9.42 @ N 36'DO'OO"E 7.83 @ 89' oo· 15" 15.00 23.30 @ 90'00'00" 15.00 23.56 @ N 36'59'45"E 6.02 ~ 88'29'45" 2.50 3.86 @ N 51'30'00"11 5.00 @> 91'30'15" 5.00 7 .99 @ N,36'59'45"E 1.53 01 90'00'00" 15. 00 23.56 @ 42' 17' 54" 15.00 11 .07 @> 120' 19'00" 2.00 4.20 @ N 73'30'00"11 10.00 ,. \\=40, DATA TANGENT 0 DELTA/BEARING RADIUS ® N 61 '30' OO"E 3.00 @ 64'58' 16" 2.00 @ 66' 18'55" 15.00 <i3J 58' 14'30" 15.00 2.00 @J 123'09'11" 3.00 2.00 @J 144' 17'42" 3.00 14.30 'f-!J 29' 16' 33" 15.00 ' 5.22 @ 10'52'55" 196.00 23. 18 @ N 69' 47' 10"11 13.69 @ 77'32'09" 15.00 11 . 94 ® 96'01'19" 2.00 24.74 @ N 31 '40' 00"11 20.90 @ 90'00'00" 2.50 0.56 <i3J N 55'30'00"11 19.60 @J 83' 10'42" 2.50 15.95 @J N 79'30'00"E 30.09 'f-!J 38' 43' 12" 15.00 /5. 91 @ 53'06' 18" 15.00 8.76 @ 70'4l'OO" 15.00 @> 123' 31 '56" 4.00 fJJ N 09'00'00"11 3.00 @J 135'00'00" 5.00 8.56 @J N 81' DO' DO"£ 28.40 @I 90'00'00" 5.00 9. 19 @I N 09'00'00"11 6. 21 @I 135'00'00" 11 . 50 2.00 @J N 54'00'00"11 @I 153'02'57" 9.00 @J 80'03'06" 20.00 2.00 @ 126'53'58" 7.00 6. 21 ® N 51'30'00"11 3.52 @J 83'03'07" 4.00 12.85 @ 29'32'02" 32.00 2.42 @ 105'27'58" 2.00 6.93 @J N 13'20'00"E 2.50 @J 180'00'00" 2.50 . 'f-!J N 50'40' 12"E 6.00 ~ N 72' 51' 44"11 N l3'20'00"E 14.74 @ N 76'40'00"11 15.00 @I N l3'20'00"E @I 94' oo· 12" 2.00 2.44 @ 34'58'29" 32.00 @J N 11 '47' 00"11 5. 13 @ 2a· 21' 21n 2.5 .00 @J 28· zi' 2.1' es.oo 15.00 5.80 3.49 0 326.18 LEN./DIST. TANGENT 0 DELTA/BEARING 11 . 68 2.27 17.36 15.25 6.45 7.56 7.66 37.23 11 . 49 20.30 3,35 6.73 3.93 6.00 3.63 15.03 1 0. 14 13.90 18.50 8.62 20.90 11 . 78 17.33 7.85 I .64 27. 10 8.82 24.04 27.94 15.50 15.38 5.80 16.49 3.68 14.48 7.85 13.47 13.43 14.50 18.00 14.93 3.28 19.53 8.00 12.. 37 12. .37 CD 1.27 ® 9.80 @ N 8.36 0 5.54 ® N 9.31 ® 3.92 CZ) 18.67 @ ® N 12.05 2.22 2.50 2.22 5.27 7.50 10.64 7.45 12.07 5.00 27.76 37.56 16.80 14.01 3.54 8.44 2.53 2. 14 10.08 6.32 6.32 102.20 A .. 21' 42' 18" • ---------c=~·:-··-;\e 'A•41' 13' 16 R 13'34'27" 13'34'27" 11' 47' 00"11 13'27'58" 50'51'29"E 13'29'50" 38' 58' 41" 45'00'00" 31'40'00"11 ,,. .o~ • 4.)'b ~ "' <.P DATA RADIUS LEN./DIST. TANGENT 208 .00 • 49.28 24.75 150.00 35.54 17.85 25.44 150.00 35.25 17.71 19.72 150.00 35.34 17.75 46.00 31. 29 16.28 46.00 36. 13 19.05 10.68 ,.-, ef}J a @} & ® .-." + .,, @J ~ 7 @@ ';:!!..J~2!!..----,/.:;!i~~~~irL"r,6re0 •foll~T•i25:;j.,;i13ttci N 11'47'00"W 720.46 N 11'47'00"W 135.00 L'"60.08 T=26 •'03 11•28'42" R'"250.00 ••-------------■■-------------■■--........ --""-..... ----------••-------------••--------------■■-------■■..!:N.l-1,,.:a'J.12i.;'~55~·~u ... 2.:.olll;o•..:;:06ii-------••---------"'•• a .. 11.28,42 .. R=25 • ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M IRVINE, CALIFORNIA 92714 PHONE 714•250•1540 DANH C. HO P,6/30/S6 RCE 33100 • 4/4/ DATE BY WIDENING OF Sl Y MOST L).l?/Ve' A 7 THE REGK.E5T Or IV,EWPORT 81,ACH r/Rt PEPT. DE~CRIPTION REVISIONS APP'O. DESIGNED QH CHECKED J.J DRAWN H.N DATE NOV. /9135 ,_DIMENSION PLAN BIG-CANYON APARTMENTS -TRACT 12105 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 23 OF 25 I I l . l l f r ' ;' " - s: z ' - £, ( " ,,, !", _, ' ( ;~ :, '' " ,., -: I I I I z t.l "' ll1 ' .: N 0 0 g I I z --. ... " I • •8 • " Ill 0 0 z -"' -: 0 .. • " 0 • z t 0 0 • ,: " N Oo 0 ~ '"' I --"' kl I> " .. - '" ;;, • ;s: c:: -= "'l'J -m r- c;:, rn .. .. 0 "' "' 0 'l" "' ,;- ~ g ..., "' "' . -' ~ ~~ -"'·. '!" ?o '6 z ~ --. '1i~ ~ 8 z ._, 1~ -"'~ -Ill -t ~ " "' 0 t.l 0 ru • ~ "' ¢ ~<@ ¢ I ~ DATA 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT 0 0 13'34'27" 208.00 49.28 24.75 0 ® 13'34'27" 150.00 35.54 17.85 © @ N 11 '47' 00"11 25.44 © © 13'27'58" 150.00 35.25 17.71 0 ® N 50' 51' 29"E 19.72 © ® 13' 29' 50" 150.00 35.34 17.75 © 0 38'58'41" 46.00 31 . 29 16.28 0 ® 45'00'00" 46.00 36. 13 19.05 © ® N 31'40'00"11 10.68 © @ © @ © @ @ @ @ @ @ @ @J @ @ @ @J @ @ @ @, \Jg ® @ @ ® @ ® © ® \':19' @J ® @ @ @} ® ® ® ® @ @ 41.ao 41 ,Bo ,,__.,...,0 ~ <&> G) ¢, ~ !} 0 , "' ' 7:6 2'=' " ::1 "' "' " • "' ~ "' DATA DATA DATA DELTA/BEARING RADIUS LEN .. IDIST. TANGENT 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT ◊ DELTA/BEARING RADIUS LEN./DIST. TANGENT N 58'20'00"E 16.30 ® N 61 '30' OO"E 11 . 68 0 100'49' 11" • 15.00 26.39 18. 14 90'00'00" 3.00 4.71 3.00 @l 64'58' 16" 2.00 2.27 1 . 27 0 05'36'58" 166.00 16.27 8. 14 N 31'40'00"11 2.00 @I 66' 18'55" 15.00 17.36 9.60 0 13'27'58" 134.00 31 .49 15.82 N 31 '40' 00"11 10.68 ~ 58' 14'30" 15.00 15.25 8.36 0 O' 12'08" 1594. 10 5.98 2.99 90'00'00" 2.00 3. 14 2.00 @ 123'09'11" 3.00 6,45 5.54 0 56'13'44" 15.00 14.72 8 .01 90'00'00" 2.00 3. 14 2.00 @ 144' 17'42" 3.00 7.56 9. 31 0 92'39'41" 2.00 3.23 2. 10 87' 15'36" 15.00 22.84 14.30 <i!J 29' I 6' 33" 15.00 7.66 3.92 0 N 33'25'00"E 10.25 02'55'04" 205.00 10.44 5.22 ® 10'52'55" 196.00 37.23 18.67 0 99'59'30" 15.00 26. 18 17.87 85'40'00" 25.00 37.38 23. 18 01 '05'09" 1444.54 27.38 13.69 -! N 69'47' 10"11 11 . 49 77'32'09" 15.00 20.30 12.05 ~ N 11 '35' 00"11 16.32 ~ 35'09'03" 30.00 18.40 •• 9.50 0'56'42" 1447.62 23.87 11 . 94 ® 96'01'19" 2.00 3.35 2.22 .0 56' 16' 32" 5.00 4.91 2 .. 67 89'24'42" 25.00 39.01 24.74 @l N 31 '40' 00"11. 6.73 ~ N 78'25'00"E 4.35 1 08' 40' 41 " 15.00 28.45 20.90 @ 90'00'00" 2.50 3-.93 2.50 ~ 90'00'00" 2.50 3.93 2.50 0'28'37" 134.00 1 . 12 0.56 ~ N 55'30'00"11 6.00 -<& N 11 '35'00"11 5.76 13'27'58" 166.00 39.01 19.60 \6ly 83' 10'42" 2.50 3.63 2.22 ~ 81 '56'35" 15.00 21. 45 13.03 13'34'27" 134.00 31 . 75 15.95 @ N 79'30'00"E 15.03 ~ 96'51'24" 15.00 25.36 16.91 67'32'04" 45.00 53.04 30.09 <i!J 36'43' 12" 15.00 IO. 14 5.27 ~ 97' 14'29" 15.00 25.46 17.03 34'22'27" 50.00 30.00 15.47 ® 53'06' 18" . 15.00 13.90 7.50 ~ N 15' 15'00"11 13.20 59'23'48" 15.00 15.55 8.56 ~ 70'41 '00" 15.00 18.50 10.64 ~ 57' 11 '55" 6.00 5.99 3.27 N 78' 13' OO"E 23.00 -@ 123'31'56" 4.00 8.52 7.45 ~ 13'34'27" 166.00 -39.33 19.76 180'00'00" 2.00 6.28 f!J N 09'00'00"11 20.90 ~ 02'44'40" 192.00 9.20 4.60 90'00'00" 3.00 4.71 3.00 @J 135'00'00" 5.00 11 . 78 12.07 ~ 63'53'19" 15.00 16.73 9.35 59'23'48" 15.00 15.55 8.56 @1 N 81 '00' OO"E 17.33 ~ 80' 18'27" 2.00 2.80 1 .69 59' 11 '57" 50.00 51. 66 28.40 <& 90'00'00" 5.00 7.85 5.00 ~ N 58'25'00"11 6.61 07'18'20" 144.00 18.36 9. 19 @ N 09'00'00"11 1 .64 ~ 28'36'59" 15.00 7.49 3.83 45'00'00" 15.00 11 . 78 6. 21 @ 135'00'00" 11 . 50 27 .10 27.76 ~ 120' 19' 18" 5.00 10.,50 8.72 90'00'00" 2.00 3. 14 2.00 <f!J N 54'00'00"11 B.82 0 82' 47' 15" 5.00 7.22 4.41 N 33' 13'00"E 11 . 64 <& 153'02'57" 9.00 24.04 37.56 ~ N 31'35'00"E 6.00 N 56' 47' 00"11 10.84 @J 80'03'06" 20.00 27.94 16.80 ~ 95'33'38" 2.50 4. 17 2.76 90'00'00" 2.00 3. 14 2.00 ® 126'53'58" 7.00 15.50 14.01 ~ 41' 27' 05" 15.00 10.85 5.68 45'00'00" 15.00 11 . 78 6.21 @J N 51 '30'00"11 15. 36 ~ 112'05'43" 25.00 48.91 37. 13 82'43'56" 4.00 5.78 3.52 ® 83'03'07" 4.00 5.80 3.54 ~ 65"25' 10" 15.00 17. I 3 9.63 81'10'38" 15.00 21 . 25 12.85 @I 29'32'02" 32.00 16.49 8.44 ~ N 21'50'17"E 9.60 100'58'01" 2.00 3.52 2.42 ~ 105'27'58" 2.00 3.68 2.63 ~ N 38'09'23"E 9.59 26' 37' 57" 29.30 13.62 6.93 ® N 13'20'00"E 14.48 ~ 65'32'40" 6.00 6.86 3.86 90'00'00" 2.50 3.93 -2.50 @ 180'00'00" 2.50 . 7.85 ~ 97'45'57" 15.00 25.60 17. I 8 N 54'00'00"11 1.50 ~ N 50' 40' 12"E 13.47 ~ 163'40'54" 15.00 42.85 104.62 90'00'00" 6.00 9.42 6.00 ® N 72'51'44"11 13.43 ~ 01' 18' 40" 134.00 3.07 I .53 N 36'00'00"E 7.83 @ N 13'20'00"£ 14.50 ~w 106' 12' 32" 15.00 27.81 19.98 89' 00' 15" 15.00 23.30 14.74 @ N 76'40'00"11 18.00 ~ 20'03'33" 134.00 46.91 23.70 90'00'00" 15. 00 23.56 15.00 ® N 13'20'00"£ 14.93 4y 29'25'43" 5.00 2.57 I . 31 N 36'59'45"E 6.02 ® 94'00'12" 2.00 3.28 2. 14 ~ N 13' 25' 00"11 14. 41 88'29'45" 2.50 3.86 2.44 @ 34'58'29" 32.00 19.53 10.08 ~ 45' QC)' 00" 15.00 1 I . 78 6.21 N 51' 30' 00"11 5.00 @) N 11 '47' 00"11 8.00 <S> 53'50'45" 15.00 14. 10 7.62 91'30'15" 5,00 7,99 5. 13 ~ N 31 '35' OO"E 9.55 N 36'59'45"E 1 . 53 ~ 01 '57'43" 1694.10 58.01 29.01 90'00'00" 15.00 23.56 15.00 ~ N 74'45'00"E 13.03 42' 17'54" 15.00 11. 07 5.60 ~ 90'00'00" 2.00 3. 14 2.00 120· 19'00" .. 2.00 4.20 3.49 ~ N 36'59'45"E 15.00 N 73'30'00"11 10.00 ~ N 36'59'45"E 15.00 ~ 90'00'00" 2.00 3: 14 2.00 . ® A."2'2'02' 15., R"1400,00 L•638.48 !_-~27_2_.6~1 _______ -,. __ _ ILT ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M IRVINE, CALIFORNIA 92714 ' ·)::fP~_ov1;.C F0ll: ~9Nd'iti'-il-' ,.ott~f\Ef/OE '{Q-'CHY ST0$. &.: Rf0l.l1fll!:ME·NT S:ON1.Y, 1----\--t------------,--~;--4 CIX'f IS: NOT RESl'-OUS n PE$1CW AS_Sl)MPTJON i • \ crr:r J;t•Pft.~ • -. -_ A PHONE 714•250•1540 DESIGNW DRAWN I).,,, -L._ ~ .J.k • DATE BY DESCRIPTION APP'D. O H • N wu~a HLr t--J----'---------------'--tcc:;;cH;;::EC;;;;·K;;:;ED;c----t;;-DA;;:;:-E-· ----1 DANH C. HO ~ E~~e6 &l~t'!i6 REVISIONS J.J NOV. 1985 DIMENSION PLAN • SIG CANYON APARTMENTS -TRACT 12105 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHE£T 24 OF 25 I ' I ' • l ,. I I I 1 j I j ! j I ,. C £ T 0 5 ~ C -,, 0 Jl ~:-:j, __ I -.. ·.• 1 r· < ::::::..::. ' () WH liE TreAfFIC PAl/,JT c:,e. TE)(.TU~O PAVEM.E.NT D e;± NC>T TC> E)(.-I CEEP I LANE WIOTI-\ LIMIT LINE & STOP MESSAGE DETAIL NTS 106 SIGNING & STRIPING CONSTRUCTION NOTES ))---,,."""'"-Construct street name sign per City Std. 915-L. -- Construct stop sign ( 11Rl 11), limit line and 5TOP me.5-e,a.ge. Construct fire hydrant marker per City Std. 902-L, Paint 4 11 wide, white parking stall stripe. II-➔"":--Pain.t curb r<\d at F. H. location ( 1!'>'o.ach .,jde, l'lp,cal l Paint handicapped parking space (2 ea. with ramp) ,:-: and install handicapped signs per detail hereon. ~ Construct 't-.io Parking-Any i1rYv2.'(R28) · .. e-Cons~ruct 'Private Road Vehicle Code Enf'orced'(RIOI) ( -------__ _i ___ :._ _____ ___} ----------i --~---- BU/6 .SYhfBOl ,M . WIIITE BHeKCRtX/NiJ PARKING STALL REQUIRMENTS L STANDARD STENCIL. 2.WHITE BACKGnOUND WITH BLUE SYMBOL, 3.MINIMUM EIGHTEEN (181} FEET. LONG; 4. MINIMUM N.1ME ( ,1) FEET WlDE. 5. STENCILLING TO BEGIN FLUSH W1TH REAR OF PARKING STRIPE. 0 BAY Hill DR. j 'f ~ (II ·:'.?l C.UIU'::> ACCE'::I'=> rzAMf' Pe.R C..ITY <oTO. \e,\-L-·A C:.,o,/&E C W ITI-I RE.TAl"11Al<::t C.UR.f!> it> r.:E::. i!:>UILT F'eR.. S\"Q.EE:r PLAl'J ,-,.... __ -_ill.._ ,-;::::;:::::=:::=:::;;;-::-4-:__:__:__..:.,.;--1:l:::t:::::===i . ; /. . . ' . . . • • I • .. •. • . . . .. .. . . ' .. . . ' •. ,• ' • . t: ~ c.''C.F. . .. . . . . ' ' . . .. .. . :__~~:;::======:t,/ HANDICAPPED STRIPING DETAIL NTS 0 D , , ~ MUIRFIElD , , C) I .. \ \ / NOTE: Limit bar and STOP messa·ge ar~ to D_e· textured pavement' and constructed per the landscape architect's plans~ / , l i ______ M___;_,acARTHUR BLVD. ------------- I \ I ! i. \ UI PREPARED IN THE OFFICE OF 1----- = AD"-MS 1o.-.....;:,TREETER OVIL ENGINEERS, INC. ADA-MS \STREETER CIVIL ENGINEERS, INC , 17981 Sky Park Circle, Suite M lrvlne, CA 92714 • (714) 250-1540 .--~~II, DANH CONG HOE .6/30/86 . 4-4-J>6 R.C.E. 3':f/ t:JC, / APPROVED FOR CONCEPT & AOHERANCE TO CITY STDS.I. REQU-UtEtfENTS ONLY, CITY 15 NOT RESf'ONSlat.E FOR DESIGN ASSUtlPTtCNS I. ACCURACY, SIGNING & STRIPING PLAN•·· BIG CANYON APARTMENTS -TRACT 12105 1--r-+---l--------'---------+--1~N=i(•~r• DESCRIPTION APP'0. l-::-:==-::----r==:-·---1----------------,,---------1 f--'--'--.L _ __l ____________ __;_....,._.L~-I0ESIGNED JJ DRAWN JJ DATE BY REVISIONS CHECKEO DATE DH • MAR. 1986 CITY OF NEWPORT -BEACH PUBLIC WORKS DEPARTMENT SHEET 25 OF 25 1160 SIGNING & STRIPING PLAN -13120,46JPF, 65356 144 04-Apr-86 07r09 / 65~358-1- . __;._:___ -----.f ' J . I "" m ;:' ~ "'1 ~ ~ Il ,c·,/ m '<" ; C c; '.', :: I .I 0 ,. ~, u ,-□ n 0 ::. " c, ·;:i i-: ~ C " I • t :: ! : f ' ) ~ CJ ;:J -,,, ~ ~ •~.;.. l"\ "i, ; '••"· ' "I I\\ ~ [,_ ~ ' . ,.:<. N C <·· ~ ~ DJ '-"I rt1 ~] GENERAL NOTES: 1. ALL YORK SHALL CONFORM TO CHAPTER 15 OF NEUPORT BEACH MUNICIPAL CODE. THE PROJECT SOILS REPORT ANO SPECIAL REQUIREMENT OF THE PERMIT 2. OUST SHALL BE CONTROLLED BY YATERING AND/OR DUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CON- STRUCTION PERIOD. 4. YORK HOURS SHALL BE LIMlTEO TO 7,00 A.M. TO 6,30 P.M. MONDAY THROUGH FRIDAY: e,oo A.M. TO 6,00 P.M. SATURDAYS, AND 10,00 A.M. TO 6,00 P.M. SUNDAYS AND HOLIDAYS. 5. THE CONTRACTOR SHALL CONTROL NOISE. EXCAVATION. DELIVERY AND RE- MOVAL ITEMS IN ACCORDANCE Y!TH THE CITY MUNlC[PAL CODE. CHAPTER 10.28. 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7, THE PERMJTTEE AND THE CONTRACTOR ARE RESPONSIBLE FOR LOCATION AND PROTECTION OF ALL UTILITlES. 6. APPROVED TEMPORARY DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. EXISTING CESSPOOLS AND SEPT[C TANKS SHALL BE ABANDONED IN COMPLlANCE YITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 10. YHEN IMPORT OR EXPORT OF MATERIALS IS REOUlRED, HAUL ROUTES TO AND FROM THE SITE SHALL BE APPROVED BY THE C[TY TRAFFIC ENGlNEER AND HAULING PROCEDURES SHALL BE IN ACCORDANCE YITH THE TRANSPORTATlON OF MATERIALS SECTION OF THE CITY GRADING CODE. 11, POSITIVE DRAINAGE SHALL SE MAINT·AINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ONSITE AT THE APPROPRIATE T[MES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION S!TE CLEANUP DEPOSIT. 13. LANDSCAPING PLANS SHALL BE SUBMITtED FOR APPROVAL. WORK COMPLETED AND A CERTlFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADlNG EN- GINEER PRIOR TO CLOSURE OF PERMIT, UNLESS A WAIVER OF THlS REQUIRE- MENT HAS BEEN OBTAINED FROM THE CITY GRADING ENGINEER, 14. ALL PLASTIC DRAINAGE PIPE SHALL CONS[ST Of PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM 02751, ASTM 03034 OR ASTM D1785. GRADING NOTES: 1. CUT SLOPES SHALL BE NO STEEPER THAN 2 HOR[ZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL ANO SHALL HAVE NOT LESS THAN 90¾ RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90¾ RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SO[LS ENGINEER. COMPACfION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY 2 FEET lN VERHCAL HEIGHT AND Of SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT _APPLIED TO THE FILL AREAS 4, AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARlFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLAC[NG OF THE FILL 5, FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6, ALL EX I ST! NG F 1 LLS SHALL BE APPROVED BY THE SOI LS ENG I NEER OR RE-- MOVED BEFORE ANY ADDITIONAL FILLS ARE ADDEO. 7, ANY EXISTING IRRIGAHON LINES ANO CISTERNS SHALL BE REMOVED, OR CRUSHED IN PLACE ANO BACKFlLLED, AND APPROVED BY THE SOILS ENGlNEER. B. THE ENG[NEERING GEOLOG[ST ANO SO[LS ENGlNEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERS.E STABILITY AND DETERMINE THE PRESENCE OF, DR POSSIBILITY OF FUTURE ACCUMULATION OF, SUB-SURFACE WATER OR SPRING FLOW, lF NEEDED, ORA INS YILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 9, THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LlNE AND GRADE. 10. ALL TRENCH BACKF[LLS SHALL BE COMPACTED THROUGHOUT TO A MINlMUM OF 90Y. RELATIVE COMPACT[ON, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLATWORK PLACED OVER UNTESTED BACKFlLLS TO FACILITATE TESTING. 11, THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE YITH THE CITY GRADING CODE AND ORD[NANCE NO. 1831, 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMlNE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR PO- TENTIAL GEOLOGICAL HAZARDS, THE ENGlNEER!NG GEOLOGIST SHALL RECOM- MEND NECESSARY TREAT!1ENT TO THE CITY GRAOlNG ENG[NEER FOR APPROVAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TD BE NECESSARY 8Y TH£ ENG!NEERlNG GEOLOGIST AND SO[LS ENGlNEER, THE SO[LS ENGINEER WILL SUBMIT DESIGN, LOCATION ANO CALCULATIONS TO THE CITY GRAD[NG ENGINEER PR[OR TO CONSTRUCTION, 15, THE ENGINEERING GEOLOG[ST AND SOILS ENGINEER SHALL [NSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS, AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 15. YHEN CUT PAllS ARE BROUGHT TO NEAR GRADE, THE ENGINEERING GEOLOGIST SHALL DETERMINE lF THE BEDROCK lS EXTENSIVELY FRACTURED DR FAULTED AND YILL READlLY TRANSMIT YATER. [F CONSIDERED NECESSARY BY THE ENGINEERING GEOLOG[ST AND SOILS ENGlNEER, A COMPACTED FILL BLANKET WI LL BE PLACED . • 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DUR[NG GRADING. -18. NOTIFICATION OF NON-COMPLlANCE, IF, lN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE C[VIL ENGINEER, THE SO[LS ENGINEER, THE ENGINEERING GEOLOGIST DR THE TESTING AGENCY FINDS THAT THE WORK IS NOT 8ElNG DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDl~TELY IN YRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE CITY GRADlNG ENGINEER. RE- COMMENDATIONS FOR CORRECT[VE MEASURES, IF NECESSARY, SHALL BE SUB- MITTED TO THE ClTY GRADING ENGINEER FOR APPROVAL BENCH MARK: O.C.S .• lf'NCHMARX llS-21-70 A.LI.IM CAP 0.9 MILES N~LY AL0\18 M~ ARTHt.Ur ,IIL,YP, ,"!HCM SAN ,.IDAQtuN HILLS A'Q.4.D !SZ~E/CL. ANO 9~.taNGR. THAN THE~ VP. AV THE TOP a!" A CONC. HeADWAL.L GLEI/. .• t'G5.BI ADJ. /97S NOTICE CONTRACTOR SHAU. YERll'Y ALL CONDITIONS AND-DIMEN- SIONS AND SHALL REPORT ALL DISCRIPANCIES TO ntE ENGINEER PRIOR TO 1llE COM- 11£NCEMENT OF WORK. PRIVATI! ENGINl!ER'S NOTICE TO CONTRACTOR The existence Md location of any underground utillUes or st11Jctures shown on these ptane.,. obtained by a search of available records. To the best of our knowledge there are no existing utilities except thoee 1hown on thlt plah. The Contractor it required to take all precautionary meaeures to pro- tect the utH!ties shown, and any other Hnn or structures not shown on these plana, and Is responsible tor the protection of, and any damage to these lines or structures. PRECISE GRADING PLAN IN THE CITY OF NEWPORT BEACH TRACT NO " 12105 NOTE: ALL LANDSCAPE AND IRRIGATION PLANS TD BE . APPROVED BY CITY GRADING ENGINEER ·PRIOR TO CONSTRUCTION BIG CANYON APARTMENTS REQUIRED INSPECTIONS: I, A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TD START OF· GRADING YITH THE FOLLOWING PEOPLE PRESENT, OWNER, CONTRACTOR, DESlGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING EN- G[NEER OR THEIR REPRESENTATIVES. REQUIRED F[ELO INSPECT[ONS WILL BE OUTLINED AT THE MEETING. 2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START.OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT, DYNER, PAVING CONTRACTOR. DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS VILL BE OUTLINED AT THE MEETlNG. PAVING NOTES 1. A PRE-PAVING MEETING SHALL BE REOUIRED AT THE SITE 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY PAVING YORK YlTH THE FOLLOWING PEOPLE PRESENT, OYNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, BUlLDING OFFICIAL OR THElR REPRESENTATIVES. 2. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MlNIMUM OF 90% RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER PRIOR TO SUBGRADE PREPARATION., 3. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE BUILDING DEPARTMENT WHEN THE PAVING OPERAT[ON IS READY FOR EACH OF THE FOLLOW[NG INSPECTIONS, Al, INITIAL INSPECT[ON. WHEN THE PERMITTEE IS READY TO BEGIN YORK, BUT NOT LESS THAN TWO DAYS BEFORE ANY GRADING COMMENCES. Bl, SUBGRADE INSPECTION. AFTER THE SOIL SURFACE HAS BEEN COMPACTED, TESTE:D, LINE AND GRADE ESTABLlSHEO, BUT PRtOR TO AGGREGATE BASE PLACEMENT. Cl . AGGREGATE BASE INSPECTION. AFTER THE AGGREGATE BASE HAS BEEN COMPACTED, TESTED, LINE AND GRADE ESTABLISHED, BUT PRIOR TO ASPHALT CONCRETE PLACEMENT. DJ. FINAL INSPECTION. AFTER RECEIPT OF LINE AND GRADE CERTIFICATlON BY THE DESIGN C[VIL ENGINEER ANO REPORT BY THE SOILS ENGINEER. 4. THE SOILS ENGINEER SHALL SUBMIT THE PROJECT'S STRUCTURAL SECTION RECOMMENDATION (SJ TO THE BUILDING DEPARTMENT, BASED ON THE FINAL 'R' VALUE{Sl AND TRAFFIC INDEX!ESJ, FOR APPROVAL PR[OR TO ESTABLISHMENT OF F[NAL SUBGRADE ELEVATIONS. 5. SUBGRAOE SHALL BE COMPACTED TO A MI~IMUM OF 90¾ RELATIVE COMPACTION. ANO UNYEILDING PRIOR TO PLACEMENT OF AGGREGATE BASE: APPROVED BY THE SOILS ENGINEER, AND THE DESIGN CIVlL ENGINEER. 6. AGGREGATE BASE SHALL CONFORM TO PROVIS[ONS FOR UNTREATED BASE AS STATED IN THE CURRENT ED[TION OF THE STANDARD SPEC[F[CAT[ON FOR PUBLIC WORKS CONSTRUCT! ON . 7. AGGREGATE BASE PLACEMENT SHALL BE APPROVED BY THE SO[LS ENGlNEER PERTINENT TO COM~ACT[ON, MINIMUM OF 95¾ RELATIVE COMPACTION, ANO CONFORMANCE TO DESIGN THICKNESS(ESJ PRlOR TO PLACEMENT OF ASPHALT CONCRETE. 8. A PRIME COAT MAY BE REQUIRED BY THE BUILDlNG DEPARTMENT PRIOR TO PLACEMENT OF ASPHALT CONCRETE. IF REQUIRED, THE SURFACE OF THE UN- TREATED AGGREGATE BASE SHALL BE COATED UlTH 0,25 GAL/YO OF SC-70 OR SC-250 LIQUID ASPHALT. 9. TACK COAT AND ASPHALT CONCRETE SHALL CONFORM TO PROVISIONS AS STATED IN CURRENT EDITION OF THE STANDARD SPECIFlCATION FOR PUBLIC WORKS CONSTRUCT[ON. 1 D. PLACEMENT OF ASPHALT ·coNCRETE • SHALL BE INSPECTED AND APPROVED BY EITHER A REPRESENTATIVE OF THE SOILS ENGINEER OR A QUALIFIED PAVEMENT INSPECTlON SPECIALIST: RELEVANT TO EQUIPMENT USED, TEMPERATURE OF LOADS, AND DEPTH OF DENSIFlEO ASPHALT CONCRETE. 11. AN EMULSION-AGGREGATE SLURRY MAY BE REQUIRED BY THE BUILDING DEPARTMENT AND THE COAT SHALL CONFORM TO THE PROVISIONS AS STATED lN THE STANDARD SPECIFICATION FOR PUBLIC YORKS CONSTRUCTION. 12, STRIPING SHALL CONFORM TO PROV[SIONS AS STATED [N THE CURRENT EDITION OF STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. 13. THE BUILD[NG DEPARTMENT WILL GIVE A FINAL RELEASE WHEN THE FOLLOU[NG HAS BEEN APPROVED, Al. DESIGN CIV[L ENGINEER'S CERTIFICATION OF LINE AND GRADE, Bl. SOILS ENGINEER'S REPORT, Cl. BUILDING DEPARTMENT'S FIELD [NSPECTION ClF NECESSARY, THE PAVEMENT SHALL BE YATER TESTED TD VERIFY PROPER DRAINAGE], 14. FAILURE TO REQUEST INSPECT[ONS AT THE APPROPRIATE TIME YILL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSlT. DOCUMENTATION: 1. AN AS-BUILT GRAD[NG PLAN PREPARED BY THE CIVIL ENGlNEER, INCLUD[NG ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADED SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBcSURFACE DRAINAGE FACILITIES. HE SHALL PROVlDE WRITTEN APPROVAL THAT THE YORK WAS DONE IN ACCORDANCE YlTH THE FINAL APPROVED GRADING PLAN, AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERA TI ON. 2, A SO[LS GRADlNG REPORT PREPARED BY THE SOILS ENGINEER: lNCLUD[NG LOCATIONS AND ELEVATION OF FIELD TESTS, SUMMAR[ES OF FIELD AND LAB- ORATORY RESULTS AND OTHER SUBSTANTIATING DATA, AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDAT[ONS MADE IN THE SOILS ENGINEERING INVESTlGATION REPORT. HE SHALL PROVlDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE. 3, ·A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERlNG GEOLOGIST: [NCLUDING A F[NAL DESCRIPTlON OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING, AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROV IDE WRITTEN APPROVAL AS TO THE ADEOUACY OF THE S !TE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. SHEET INDEX SHEET# 1. 2. 3. 4. 5. 5. 7. e. DESCRIPTION TITLE SHEET SECTIONS AND DETAILS SHEET PRECISE GRADING PLAN PRECISE GRAD[NG PLAN PRECISE GRADING PLAN ORA#V ~AN D-'?AIN PLAN .OHAnV P-',AN EROSION CONTROL NOTES: SEE EROSION CONTftOL PLAN'S -SHEET 1 4 , 1 5 & 1 6 \. ALL \JORi< SHALL BE lhL.ACCOROANCE'. \./ITH THE GRACING CODE OF THE ClTY _OF NEV-PORT BC:-ACH, THC R'tc:OMNENOATIONS OF THE PROJECT SOILS REPORT~ ANY SPECIAL REOIJ1RE!1ENTS OF TH_E PERMIT •• 2. TEMPORARY EROS!ON CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 3. BET\.IEEN OCTOBCR ·15 & MAY 15, EROSlON CONTROL MEASURES SHALL BE IN PLA-CE AT THE ENO OF EACH \IORKJNG DAY YH[NEVER THt:: FIYE-DAY PROB~- BIL!TY or RAIN EXCE'.EOS 30Y.. DURJNG THE REMA1NDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE ~ND OF THE \./ORK1NG DM' \JHENEVER THE OAlL'l' RAJNrALL PROBABlLtTY EXCEEDS 50¾. ~. A STANO-BY CRE\:I FOil. EMERGENCY \lORt<: SHALL SE AVAlLASLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON StTE ,1. stocKPILED AT CONVENH:]>IT LOCATJONS TO FAC1L1TATE RAPlD CON- STRUCTION OF TEMPORARY DEVICES ~HEN RAIN IS lNNlNENT. • 5. DEVICES SHALL NOT BE MOVED -OR-MODIFIED YlTHOUT THE APPROVAL OF THE BUILDING DEPARTMENT. ' 6. TEMPORARY DESILTING BASINS, UHEN REQUIRED, SHALL BE INSTALLED 4 .MAINTA!NEO F°OR THE 01/RATlON OF THE: PROJECi. ' 7. ALL DESILTING BASINS SHALL BE CLEARED OF SILT, AS NEEDED, TO PROVIDE THE NECESSARY VOLlJJ"IETR !CK CAPAC HY, AND STANDlNG ',,/ATER; TURBID-FREE OF SILT, SHALL BE PUMPED OUT OF THE BASINS TO ASSIST IN KEEPING TH£ VOLUMETRIC CAPACITY AND ASSISTING IN SILT REMOVAL. 8. ALL SLOPES AT THE l'RACT PERIMETER SHALL DRAIN A\,IAY FROl1 THE TOP OF SLOPE AT THE CONCLUSION OF EACH YORKING DAY, 9. A GUARD WlLL BE POSTED AND/OR AN ENCLOSURE ESTABLISHED \,IHENEVER THE DEPTH OF YATER IN ANY DEVICE EXCEEqS TYO FEET, 10, PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE YtTHIN THE TRACT IS LEFT TO THE DISCRETION OF THE ENGINEER. THESE DEVICES, IF ANY, MUST SHO',J ON THE PLAN BECAUSE.THEIR PRESENCE \,IJLL AFFECT THE REQUIRED CAPACITY OF THE DEStLTING BASIN. I!. OUTLET CONDITIONS ARE NOT TO EXCEED DOYNSTREAM LIMITATIONS, ',J!TH EXCEPT!ctl OF OVERFLOU UHICH IS TO PROVIDE CAPACITY OF 1.5 O. 12. lF EROSION CONTROL PROBLEMS OCCUR. HIE DEVELOP°E:R SHALL CORRECT THE CONOIT10N 1NMED1ATELY PRIOR TO RECEIVING A CORRECTION NOTICE ffl□ M THE C1TY GRADING ENGINEER, BUT IF A NOTICE IS ISSUED AND THE EROSION PROBLEM rs NOT CORRECTED THE DEBRIS DEPOSIT SHALL BE FORFEITED AND ALL CONSTRUCTION YORK SHALL BE STOPPED UNTIL THE PROBLEM IS COR- RECTED AND A NEY OEPOSIT IS RECEIVED BY THE CITY. • 13. THE DEVELOPER I THE CIVJL ENGINEER SHALL REVIEV & COORDINATE CHANGES 'IN THE EROSIONS CONTROL SYSTEM AS THE TOPOGRAPHY DI CT ATES OUR I NG THE GRADING PH.~SL 14. THE STANDARDS TO SE USED IN OES!GNING THE VOLUMETRiC CAPACITY OF DESILTING BASINS CONSISTS OF1 1. UNJVERSAL SOJl LOSS EOUATJON FOR SILT LOAD. 2. RATIONAL FORMULA FOR YATER LOAD, 3. 25 YEAR STORM. 4. OVERFLO\J DESIGNED FOR 'l .5 MAXlMUN 0. !5. IN CASE OF EMERGENCY, CALL MALCOLM EDWARDS 720-2728 • RgSPONS!BLE PERSON 24-HOUR PHONE· NO. 16. THE UNDERSIGNED CIVIL ENGINEER YfLL SUPERVISE ER0'31CN CONTROL UORK & VERIFY THAT YORK JS tN ACCORDANCE YlTH THE APPROV5P PLANS, DANH CONG HO P.C.C. NOTES RCE 33100 1;;i-1-,:.es DATE 1. CONCRETE PAV[NG SHOULD BE PLACED DIRECTLY ON THE PREPARED SUBGRADE ANO REINFORCED AT MID-HEIGHT UITH 6X6-10/10 VELDED YIRE MESH. 2. SUBGRAOE SOILS SHOULD BE COMPACTED TO A MINIMUM OF 95 PERCENT RELAT[VE COMPACTION IN THE UPPER 12-INCHES. SUBGRADE SOlLS SHOULD BEVELL- MOISTENED IMMEDIATELY PRIOR TO PLAC[NG CONCRETE, 3. POSITlVE OlVlSION OF THE CONCRETE PAVING SHOULD BE PROVlDED BY BOTH LONGITUDINAL AND TRANSVERSE JOINTS (SEE CONTRACT[ON JOINT SHEET 21 AT A MAXIMUM SPACING OF 15 TO 18 FEET ON CENTER. CONCRETE SHOULD BE DIV[DED INTO AS NEARLY SQUARE PANELS AS POSSIBLE AND PARTICULAR CARE SHOULD BE TAKEN TO P,OVIDE JOINTS AT RE-ENTRANT POINTS IN THE PAVEMENT. CONSTRUCTION CCOLDJ JOINTS SHOULD BE DETAILED AS SHOWN ON SHEET 2 AND DOWELED W[TH REBAR AT 24-INCHES ON CENTER. DOYELS SHOULD BE 35-INCHES LONG WITH IS-INCHES INTO EACH SLAB .• 4, CONCRETE SHOULD BE DESIGNED FOR A MINIMUM ALLOWABLE FLEXURAL STRENGTH Of 300 POUNDS PER SQUARE INCH. RECOMMENDAT[ONS FOR THE TYPE OF CEMENT TO BE USED IN CONSTRUCT[ON YILL BE PROVlDED AT THE CONCLUSION OF MASS GRADING AFTER SULFATE TESTS HAVE BEEN PERFORMED ON REPRESENTATIVE ~--PRECISE GRAOINt3 PLAN SHEET NO. Q "' p EJ/1!1 ARTHVR &VO INDEX MAP SCALE, 1" .= 10D' EARrH~X tiKIAN.T/17/!lS 0 C.Y. 5% SHIN< FIU -32,180 C. , C. Y. -12,580 C.Y. NOT./ir.• C(/T = ~ 000 C.Y. PILL.= 4,000 C.Y. Jt,.t. mna ro B~ GJ?.o&JeC> ro 0,¥!.41,c/ ro rNe #,5()/4'£.sr .4ReA ,o,A?.411..1 NIT# O,S¼ t::R,4.t:)£ ,A,//,</, LEGEND: a:, SLOPE AS INDICATED T.S.----TOP OF eRA?E F.S. FINISH St!RFACE T.C. ----TOP OF CURB PL ----FLOill LIN£ FF ----FINISH l'ZOOR £LEJl'1T/Q11 i HP ---FRONT 64RAOE FLOOR ----B//ILOIN6N9 ----UNIT N9 -----Hl6H POINT FS ----FINISH ORADE 6f6P ---PAD <!-OARA6E PAO ELEVATION OP ----DeEPENED l'DOTIN/5 SF----FOOT/N/3 DEPTH@ St.OPE fl fl iii ilii-J HI-STEh/ WALL PER ARCH.f/8'SCALE PLAN Q ----FIRE HYDRANT 2-ti," 2 RAISES OF 6 • EACH GM •Hu ____ _ RETAININ/3 WALL ,t HEl6HT 0/FFERENCE IN ELEVATION BETWEEN PATIO FF AND THe r.0. @ PATIO -DIMENSION TO THE BOT70,H (lF l'OOT/N0 OEPENO/Nfl ON LOCATION OF PATIO. t ' I _ _j Y. f'i,j,t.J/Br h!/(. a/20/,96 HG. T O T S LS. e:._ CHAMSEDtlV.n?AAa" H.ALt. SYM5a. ON SHEET ID, REV~,£.£ RE1A.INING e.:::,. vt.t:tt.i. MJ. 7. tJ " av SHEer 12 . • ,,.. ,4.04) ,;./CT,ti &¾I WA«. "~ ", 4,:,p ,114<!' /'Z '' -c:># W4t.( "I"" QJ/JSE, ,",l;D,JrftC -c:>,VW,AU. -,, !!:I I ;;, "1',l~'/"(J/$/,4,l"!'t~sY',<U:rtuf'6 -$'He.er-, -:F,/~~ l.!I A AO.O/TtONAL 0RA&1/NG @ ~ A&>P J'i"eT~ ~LL BLDG. .1!l'; Ja::'"MOVE fE:::. fi'E"T. WAl.L tfi) BLt:>G .JZ" . S BUILT CM$tn,iction contractor agrees that in aci:ordance with g1'nerally accepted construction practi-01!s, construction contractor will be required to 8$.6\lme sole and complete responsibility for job aite conditions during the course of conetruction of the projecl, includlng safety of all persons and property; t~t this requirement shall be made to apply continuously and not be limited to normal working hour&. and construction contract.or further agrees to defend, indemnify and hold design pn1fesaionel harmleu from any and all liability, real or alleged, in connection with the pedormanef!-of work on this project, esce-pting liability arising from the sole negligence of deeign professional. Cdlbmia G:,,.nj ofCMlfnglnello &londfulvcyou 41:so& 4/11/&;, 1/22/1¼ DATE .J.J, o.H O,H O.H • ·w1DE>1 So. e,.u:)t»,y 11,u.ai..@ CITY""' >J ... Fua O,,f"r, ~ES{" O~NER ' .o. SJIORTGN#4@••: .-.002-~., co;vr. t, #'1@24" WALL,,_ ,.evtSE I RV I NE PAC IF IC ~#7 1,.;"q(c ro ,15 e"Q,1;;:.(j) WAl..l. o ~ REVISE,i,~;;,2",oi,-,@u"cyt@IVALL A 610 NE\.JPORT CENTER DRIVE, "' NEYPORT BEACH, CALIFORNlA 92660 t£;. LJ.DD WALL 1",'PE .J,J<J,tL (714) 720-2600 R.C.E. NO. _____ ~,AT~-----::-t,,,,:-,::::-::=~~~-====-----------~--1---i---------,-----------+----------------1 CHECKED 0.H ib,, REVISE WAL.L's FOOTINGS SOILS ENGINEER: APPR0'✓ED DES I GNED O.H ASS'T PUBLIC YORKS DIRECTOR DRAWN H.N BY GEOSOILS 15601 ROCKFIELD BOULEVARD, SUITE C DESCRIPTION APP' 0 CITY OF NEUPORT BEACH DATE REVISIONS IRVINE, CALIF. 92714 REPORT # ,940/0..C bA TE. BlztNS PUBLIC MORKS OEPARTI1ENT SCALE ASNOTED PREPARED IN THE CFFlCE OF ADAMS/STREETER CIVIL ENGINEERS, INC, 17961 SKYPARK CIRCLE~ SUITE M,, IRVINE, CALIFORNIA ??.71i, ~ lb, D.AAWCG!l11o u1, '"--:,V-15-1-0 DATE II~ R. C. e. !l#J,100 PLAN c:HEcK NO. PERMIT NO. 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I I I I I >< Do I >< "' >< >< >< P.~.-190.5' P.=/fiX').0 ti) co >< '12 <o >< >< >< >< ! >< <o A 0, I I I I I I I I >< >< / 7, /; >< / / >< I I >< co 0, \ I \ \ I \ \ + >< -<o 0 C, >< -<o 0 A >< -<o <o 0, >< (0 P.11?= m,.o 0 P._./90.5 0, @ 0 0, >< I I I \ \ \ I I \ I I ( \ I 0 0 ® 0 CONSTR{,ICTION NOTES ---ccwsr: PAV£ME"IWP~ .OETA/L,..Ale,«8tWO'SCAA5'"'S PLAN. ®--CONST. CURB 1$-0(/TTER TYPE' "A .. PE,;ii' CITY sro. N~ /e,Z-/_ ---CONST. CURB ON-'Y TYPE "B" PER C/?"Y sra /VS! 182-i-©-CQ.YST.' W4t..Lff'Y GllTT£1? PER a5'"l'AI.L. ON S#l=ET NE' 2 . ---CONST. /eOLLED CV~B Pe-'c' OE7A/L ON S#EE'T A/2 Z . @--CON.Sr. ,P.C.C. SAA/0 P.Se' OE?'A.;L. OM L.ANO.SCAA="S PL.AN. ----W,VST. CURS 7Ji?AAI.Sl710N F'N'OM .le'l:::'LLeCJ cu.es 70 a,"v.e:-.li'77aAL.. 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FOR SPLITS BETWEEN UNITS & GARAGES REQUIRING STEPS , GARAGE SLAB SLOPES AND ---~~:---~-----rt GARAGE CURB HEIGHTS REFER TO ARCHITECTURAL 118" BUILDING FOUNDATION PLANS "' 2, ALL SIDEWALKS AND STEPS. CO • ) URTYARD_PAVEMENT TO BE CONSTRUCTED PER LANDSCAPE AR~HITECTS PLAN " !---'£,(.(:'17'",WO w,d.:.l 1 =---~iA,'"p _SEC770N 27 27 N 7'.S, i I i,: "' 0.iTA/L Construction Notes 0----CONST. PAVEMENT PER OE7'AIL. @--cor,-.;sr. CURB & GUTTER TYPE 'A' ON L.AN.OSC4A:="S ~AN. PER CITY STD. NO. 182-L f"i"'r---\.:,) CONST. CURB ONLY TYPE 'B' PER CtTY STD. NO. 182-L 0 0---coNST. VALLEY GUTTER PER DETAIL ON SHEET NO. 2 co.vsr. ,'?,OLLCO CURB P.Ge' OE"TAIL ON SNEET N!! 2. . ©-COM-ST. F?C.C. B4N.O PSR ,t;;)S7J4./L. CW.lAAIPSCAPe'S PLAN. co..vsr. cu,,e,,e ~AN'Sll1G¥./ FROM ,£!0.(.Le"D C(/ft;"'.""" ...,..., ="'•~=-~ ,. ,,:::,,,...,."'~_.._,71c;AL,CVRB. ~-.... 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"' ~ ~ ~ ) "- APP'O STReer CHECK t,E~M 0 A.REA ORAIN tltiRM ® 9.7 ---- t EXISTING {DOUBLE ROW) SAND BAGS PER MASS GRADE OPERATION .,jl / / Mac ARTHUR / , .. .. .. 0 -p-78.7 o_ "'11 ~II -- ~II --~-- s-. ·)-.G . ~ /~~ 1>' 0 ' nz.o _ .. ,., .... , •• J ~--···-·-c>-··---· •. , -------------- / ______________ ..__..._ _______________ 4 _____________ _ ·-- :::::::::::::;;:::,::::::e:;. .. ,....,,,,,,,;;,:::::::::,:; ................... ...:m:;,~~::~.:.;:.. . .............. . ........................ -........... . • •••·· ~, ~\\ , I i ,.;,, ··-... ,., ... ,_ ... ,.,. ............ --- 11 .. ......... .,..,;..... , ' .. s • -f" / UILT SEE SHT. 1 FOR EROSION CONTROL NOTES q;· .. a: w z ;: 0 It) 0 .. • 0 z ... (.J c( a: ... f/1 ..I -0 f/1 f/1 1-z w z 0 > z "' () -JXI z 0 f/1 ~ 2:· z \; 0 ., w f/1 0 -> w a: :,: u .. " J 0 ., w ... z w 2 ,_ ~ " a: < 0:; .. 0 ;: ., w• " :z 0 ► .. u • , ._ _____ ..__ .. 0 w z " -.. w 0 0 w > 0 0: .. .. ... z ;: .. a: 0 " 0 • Q w " 0 ., w • • " < 0 0 • Q • ., 0 ., z < w • 0 w " " w X " w .. .. 0 w -' .. u .. PLAN CHECK NO • PERMIT NC. SHEET OF,, .,1..v: as-358 I I ' ' C 8 !'' ~ ) c::: UNIT LOAD CALC'S BLDG. LOAD CALC'S !----------------------+---------··-····-. -----------,------------~-------------.-------------------7 816 Cll.11~1 IE Table 221hl2, ~1IT L.'11D CIU. lox<:tpla 2bl Plan: A 2 Ill! Unil O 15'.;5 Sq. Fl. ~'.:.lS 5qFI O 3 W/SqFI 1515 ~!,_ll!ISH co;;PACTOR 1 6C3 ~plii!TICQ Cin:5.-2 1~ ~~ DI~~ 1 6S3 ~Rango llb plate) -11=~= TOP 1 = @-forced Air (FAUi -1 5Z3 oth~ ----0 0 ~Di<ll=a,11,r ---1 11::l othor ----0 0 @-Laundry circul - 1 1~ oth:, ----0 0 @f'='.--0ryor IBy Co:bl-1 = other ----O O . Sub-Total-27515 } Sub-Total - 3 &4eJ Total oth3' Lo.:.d 33915 1st 1B 1W Q 10j "'t~ llalanco O !Cl l 23915 • 95£6 195£6 {tr-Alt O 1m --1 6816 ---: other lrn 1.o<,I -SO. C=>nli -: l !Olli. U @ VII.TS-'-liiiJ / 24/J 1 Phaso 3 oiro • -> R:lPS- l:EC Table 220-32, !mil l.000 ~C. Plan: B 3 BR Unit O !Bal Sq. Ft. laal SqFI O 3 U/SqFt 5¼0 Applial'!Cll Circs.-2 15£3 Range (tk=:J platQ) -1 12e22· Forced Air (FllU - 1 5:Zl Di£hc:asher ---1 11::l Laundry circut - 1 1~ Oryor IBy Codol-I = Sub-Total-28\60 l , Tll!ISH Cll1PACTOR I 6AREA£E DISPOS£R I COO< TOP 1 oth,r----0 othar----o Other----0 other----0 Sub-Total - 3 Total oth2r ~ 34a6B Isl 10 llll O 11:Jj Ila!= @ ~ l 24B61l • !Bl4 A/C O Im ---I 7752 --1 other IC..~ LO<II -S.. Co::::,nls -1--l TOTAL U Ill.TS-'-120 / 24~ I Phaso 3 •iro .• -> n::PS- 26382 l&l.9 1CS:lll l!B\4 27696 US.I Por '81 IE Tabla 220-32 IOpliOMI lt>lho:ll l.'IJILDll:S1 1A :S Unil&, 3 ,lw ~igru.te thl r!l.a:r of U:iitis free~ pli:J\. •• Plan B 1 Pl<n C 2 Pian D 2 ~ 5qF 3 U/5qFI 26520 Appliuu,o Cil'C!i.-10 1= R,n;o IH,:J plalol-S = Forc:::I Air IFll!ll -5 25!:l Dith::a<ll:r --S = Lilundry circul -S 72:l Oryor IBy Cod>l-S = SW..-Tol1l-35 IIISJ oth..i" I.e.. oth:r .::... P. 0th..,-~~~<..-~::, oth..-,. A./ C. oth..,----oth.."1'--- oth.."1' --- SW..-Totol- $ :!!:l s \::::J s= c.., ~,(,.:bee, i;; 0 0 0 0 0 0 P:JIS 24-l 1 ~ 3 Uira = ";'14.c:,t.. Por '81 IE Tablo 220-32 IOpli..,1 1::>lho:ll l.'IJILDll:51 IB S Units, 3 Pl;:n, Ibg'.ignato till ~ of Unib frc;:i ~ plai. •• Pl<n A 2 Pion C I Pion D 2 ll2fl SqF 3 ll/;ifl 2481(1 Appliu.m Clircs.-10 1~ ~a (~ plata)-5 ~ Forc:::I Rir IFIIJJ -5 2SC3 Oii:li::,oh.,---S = L».-.:!ry eircul -5-75!J Oryor IB)' Cod>>-S 2= S:t;>-Total-35 132lt~ other T.?. oth.:r t., -;;. 0th...,. C,.00 <_", 0 ? oth::r A/<-oth..,----othor--- oth.."l' --- !iul>-Tolal- s = 5 ~ 52= '7 :':,C..VJ(.,* 0 0 0 0 D 0 = 24/J I Rlac 3 Uiro • of, 7, Bl- Per 184 NEC To1bla 220-32 <Optional ~thol:I) EUILD!t:S: SB 3 Units, 2 Pl;:n, lbsignate th2 t~ of Unit& frm ez.al plan.., Plan A 2 Plan D I 1770 SqF 3 U/SqFI 11310 Applionco Clil'C!i.-6 = Rang> llb plalol· 3 lSc::J Forc::d Air lfll!Jl -3 I~ Di£1l~aal.."r ---3 = Laundry circul - 3 I~ Dryer IBy Cod>l-3 1= !iui>-Total-21 83310 other T,~. Oth..i" c.. ;:,_ oth:r .C.iPO "-.,-~ r other A/? other--- oth..,----other--- !iui>-Tolal- 3 le::J 3 24C3 3 1= '? Z.V44~:1' 0 0 0 0 0 0 11. -~'-fo,.4$ R;lP6 kr 184 t.E Tabla 220-32 (Optional t.~hcdJ l.'IJILDIIS1 EA 3 Units, 2 Pion, ~ignate th2 t!:i::h::r of U:iiti fro:1 eech plin. •• Plan C 2 'Plan D I 526!l !iqF 3 U/SqFI Appli""'° Clil'C!i.-6 i!an;o llb plalol· 3 Forced Air IFll!ll -3 Di-• ---3 Laundry circut -J Dryer IBy Codol-3 !iul>-Total-21 157£:l 3 le::J 3 24CJ oth..r' ~"-..-c-P' 3 1~ oth..,-A/c.. q; tt'11r ~ other ---other---other--- Svb-Total- 0 0 0 0 0 0 12 4~2&> R;lP6 = ?4-60? u o 2~ 1 ~ J Uirct • 1:%,.eA. 0011.,lll:S:, IC!I I Units, I Plan, ~igrata the Mu:D' of Uniti fro:1 each plan. •• Plan A I Plan B 1 Plan C 1 Plan D I 6a35 !iqF 3 U/SqFI 205:l:i Applianca Clircs.-8 I~ Rlnga (lt:::l plata>-4 ~ Forct<I Air IFll!I) -4 cc:l Di5h:2fih::ir -~-4 4e:::l Laundry circut -4 6C:3 Dryer IBy l'.odll-4 = Sub-Total-2i1 112505 oth2r -:-? other "'"::i, ot~r ,t:.,i:,o(.-o~ other Al,:;,.. other --- Other ---Oth2r--- Sub-Toh.l- Building: leB 4 Units, J Plans I 2\C:l 4 = ·= 4 2~1S>b )I( 0 0 0 0 o e lb 547,;G:, A:;PS 03ignate th:i Nu::tior of Unit& fro:1 e;:;ch plan .•. Plan A I Plan C I Plan D 2 6775 SqF 3 U/SqFI 20325 Applionco Clircs. -8 1= Ringo llb plalel· 4 4ll::::J Forced Air -IFOOJ --. 4 = Dieh::ai:li:,r ---4 4e:::l Laun:lry circut -4 ~ Dryer (By Cobl-4 ~ !iul>-Total-2i1 112325 other -;',c, oth::-J' ~ ?. Oth:ir c.~ ~ ~? oth-'T l,..j,-;,. oth:!r---othe-r---othcr--- Sab-Total- • 24C3 . = ·= 4 '1£//ooj,f 0 0 0 0 0 0 16 ~:W,,00 R:lPS t-----------------r------------------1------------------' l:EC Tablo 220-32, ~~IT l.000 CIU, Plan: C 3 BR Unit O 175:l Sq. Fl. 175:l 5qFI O 3 U/SqFI 5cS9 Appli""" Ci res._;;_ 2 i~ Ranga U.1.:::3 ph,te) - 1 12C!3 Forro! Air IFAIJl - I SC3 Oidi::,,11:;r ---I 11::l Launliry circut - 1 1~ Oryor IBy eo;,1-1 = Sub-Total-2B25!l l Tll!ISH co;;PACTOR 1 6ARl!A!i!: DISIIOSER l COO< TOP I oth>r----0 Other----O other----0 other ----O Total oth>r LO<II 3-165!1 Sub-Total - 3 Iii 10 llll O Im lbl<nl:O @ 4.~ l 246:rl • 9860 6C3 11£3 = 0 0 0 0 64C3 1~ 19860 Per 184 tE Tabla 220-32 topticnal ~hod) BUILDJt.'.13: 2A 3 Uniti, J Plans D:?signat11 th:J t~u::h3' of Unih frc:J ~ pl.m. •• Plan B 1 Plui C 1 Pl;-.n D 1 53J'.l SqF 3 ll/5qFI 15993 AppliUICO Clircs. -6 S::J Rang::t Ob plate>-3 3SC:J Forced Air ,rnn -3 1~ DiEh~..,. J 3C:J Laundry circut - 3 4~ Dryer IBy Codol-3 1= !iui>-Tolil-21 &Im other -r.t-, 3 I~ other e,.. ::,, 3 24C3 oth:.r UO~"i'CP l 1~ Othar A/ c.,, ? t1.~'lP ~ oth>r---O O othor---0 0 othor---0 0 Sub-Total-1'2. ..}1:;-1.,::; = Building: 6ll 3 Units, 2 Pl;:n, Ibigrate thl l!d::r of U.,ib fr<l:I c!Ch plUI. •• , PlanC2 PltnDI 526!l 5qF 3 U/SqFI Appli;:nca Clircs.-6 Rang::t <tb plate)-J Forced Air IFll!ll -3 Di~cr---3 Lallllllry circul - 3 Dryer (By Co:lol-3 !iul>-Total-21 157£:l = = I~ = 4~ 1= ll\7£:l other .,-,::-, 3 le::J oth..-r ~. "· 3 24!:3 oth::r c:,.019 ~-r'J>f 3 12:l 0th-,-A/ V ~ £,:t,1,,;'t."*· other O O Olh:r O 0 oth..,-0 0 Sub-Total-1'l 41SW' A:;PS A/C O Im ---I 7752 ---: oth:;r Jc:)j 1.o<,I ·S.. Co=nb -1--l TOTAL U 27612 US.I i·Z.~oU x ~45 = S~&;'t}6U O 2~ 1 ~ 3 liira =2'5(;.J,~A Ill.TS-'-120 / 2•~ I Phaso 3 oiro • -) n::PS- t:EC Table 220-32, ~1IT l.000 CllC. Plan: D 2 BR Unit O 176!l Sq. Fl. 176!) 5qFI O 3 U/SqFt 528:l flppli,vca Ci res. -2 1~ Rang• ,N= plalol - I i= Forced Air IFll!ll - 1 ~ 0ith::;a5h::-J' ---1 1CZ;l Laun::lry circut -1 123 ·0rycr !By C..al-1 = Sub-Total-=:> l Tll!ISH CIMICTDR I 6ARBASE DISPOSER I COO< TOP • I othor----0 oth,r----0 other----0 oth..,-----0 Tola! othor LO<II 3-168!! Sub-Total - 3 Isl 10 llll O JCJl' S.lanco O ~ l 21~ • 9.!72 A/C O Im ---1 6816 --: 6C3 e::J = 0 0 0 0 64C3 1eze3 19.!72 Building; 2B 3 Units, 3 Plans Dasignate thl Hu::b:r of Units frc:J cWI plan,,, P~an B 1 Plan C 1 Plan D 1 53J'.l SqF 3 U/SqFI Appl~uca Clircs.-6 Rang, llb plalel-3 Forc:::I Air IFIIJl -3 Oi,n:20h..,----3 Laundry circut -3 0ry'1' IBy Codol-3 SW..-Tolil-21 other ·-r,i:::,,, 3 1~ Other 6,o. 3 24C3 other ~r~·r.:.•,p 3 1~ Dth~ A/.;,. :> '1:'.LJW * othor ---0 0 oth<l' ---0 0 other---0 0 Sub-Total-i.Z. "1-1?20 A:IP6 11 5t,,'J-2. 9 U O 240 1 Phat:1 3 Uira = '2:?7. ~ OOILD!tll: 7A 6 Units, I Plur; lbsignate th3 Uu:.b:r of Unih fro:1 cWl plan. •• Pltn A 2 Plan B I Plan CI Plan D 2 IOIC:l 5qF 3 U/SqFI = Ap;iliiUICa Ci res. -12 tac:J Rang:! 0~ plate>-6 72Cl Fora!d Air IFIIJJ -6 = Diih:=~er ---6 6c:J Laun:lry circut: -6 ~ Dryar (By Codol-6 l~:Zl Sub-Total-12 161l.lCJ Oth2r i:c, Oth:.r ~-,) oth.."I" c:---~~ re? Other Af(,. oth.."1" ---othor--- Oth:::r --- Sub-Tola!- 6 36C3 6 ~- 6 = ~ Lrl"k,b * 0 0 0 0 0 0 ~4 811"6 IJn!lS oth..,-1~ 1.o<,I ·S.. C=.--nls -,---J) TOTII. U Vil.TS-120 / 2~~ 1 Phaia 3 uiro = -> R:lPS-26688 1-------------------t-----------~------ 111.2 P-r •811:EC Tablo 220-32 <Dplional 1:..->lho:ll Pa-'&11:EC Tible 220-32 IO>'ional r~thodl -·------,------------------l tlJILDll:S, 3A I Units, 3 Pl;:n, l.'IJILDU:G: 7B • ltlils, 3 Plan, -~rrs-.=~G· p• •·' "A" 1 1 t --~ 1 w.r.--,,--,;.i ·=c.i:;.. L..l"'N ~ .. ignate th:! t.lu:::b:r of Unit!i fro:1 c.:ch plan... : ~igna u th-2 lli::;t:r o ltti.h TOO .. .....,1, p an. •• @ P~11;1c. (4) WA/IP ~1i:.:::.J1f b~i::~,-~ 1,J/:l'f1t i,.11,:.e., fol!. .:-;;.e.i.Je.J?AL f".oi.Je~ .::::1~Jrrs. @ fie,,~•e (t)U>A/IP ,::,,<,;J1-f B"-EeA~e<.-,; w/"12 WI~. f.:,!!, ~1'1AL-L. Af'PL.IAJ.:::e ..::::1J:!,GJrTS. @ P~1Df. (1) ?0A/t.P &1u.J1i 5~Ai:.eiz. ~/if'4, '41~f:., f4'/?-~1.u.·n:..i.=:. rz.A.t-k..C. @) P~v'IDf: (1) '2.0A/1f' ?l~ll e,~A~fj?. L,,J/♦1,z ~1~, fuit. APPL.IA.tJC::£: A6 ttJPICAlfP', ® f'~1c,e. (t) '¼OA/'l-r .:::,1i,!.41rr s~~ ~/""'10 ~1/<!f:., fp,:. APPL.JAN.::::e A-S 1.J.D~-rei;;i. r~v1c;ie:. Ci) C;:t?A/t.r .:::-1~11 ef!.i:"AJ::i!.f!. LoJ/of$10 ~1fZ.e., fo~ A/L. llrfrf. l!Jt~if"-( l:;,(AC1'" F!-f&!J1tet'1~½ Pf<!-10¢. 10 "i:z.oJGii,I -1iJ) .PUlv'117f A 1to/'2.AOV-1/-3~ -12':>AMr,t.4 •✓-1fl.<:;'..Jr,... FLiJ.oE;H Y\OJiJ-rf.p PAl-if.L , P~VIClf. A l~A/1.f MAIJ .c:u:::.::Jrr e>r..fA,r:.e~ Ai.JD ~~iJGi,l ~11?LJ11 B~Ar:.E:.~5 I'~ !..PAO .CAL.cJi.A-rioN ..J..o-rc:.,s ASPvC.. -rn ~ of "°~~• '(,'P,; ""81.e,..k., s.Jo.Jur -r" Af"P~AL. e,'( l.tlGA.1-i:lJ1L.D1.Jt.. PEPA~'TMle.t-11 /1i-J-Sf'u.-Q,~. I~ 512A.tJ41 ..:::'1~.Jr( ~~i?.6 1ZE.QJ1UP PEI!-1.hJ 1-r Lo.AD ~LdLA-r1.otJ Aeov'f. Pion A I Plan C I Plan D 2 Plan B 1 Plan C 2 ~kn D I 6775 !iqF 3 H/SqFI 20325 Applierm Cil"C!i.-8 1= ~:1 UC plate)-4 ~ Forc:::I Air IFll!ll -4 = DiEh~-r ---I = Lai.m:!ry circut -4 6c:l Dryer IBy eo;,1-I = !iui>-Tolal-2i1 112325 other 1,.:;,,. otti=r {.,,;>!.o. Oth:::r ~...:.::~·-ro? Oth:r A/,:.. 4 2/ct.,;~ Oth::r--- Oth::r ---oth:r--- Sub-Total- 0 0 0 0 0 0 ,& 6":3fcv &'1PS Uira ... ::;i1.4A Por '81 l:EC Tablo 220-32 IOplional l::>lho:ll EUILDlNi: 38 4 Unih, 3 Plans D:!!iignata th:! N1.1ebJr of Unib fro:s 11ml plan. •• Plan A 1 Plan C 2 Plan D 1 6765 SqF ,3 U/SqFI 20295 Appliara cures.-s 12C23 Rang~ (fk::l plate)-4 4aez:3 Forc::d Air IFIIJ! -4 = DiEh~::r ---• 4e:::l Laundry circut -4 ~ Oryor IBy Codol-• 2C2:l !iul>-Total-2il 112295 , 1&7031 U ll .45 = 7S i4;,4 Otha!' -r_ e,. . oth:ir 6't. 0. Other ~l!" (-.rot other Nv othor---othor--- othsr --- Sub-Total- 4 24Cl 4 = ·= 4 ~91<;., ~: 0 0 0 0 0 0 lb !Yl-1'3t~ R:lPS ~r '84 NEC Tabla 220-32: (Optional t.:ltho::U EUILDit;;S: 4A J Units, 2 Plarw C:-aignate tha l!~r of Units fTO:J ez.ch plan. •• Plan A 2 Plan B I 48l!I 5qF 3 ll/SqFI Applieni::a Clircio-6 ~a U~ plate>-3 Forc:::I Air IFll!ll -3 Di~,,. ---3 Laundry cin:ul - 3 Dryer (By Code>-3 !iul>-Tolal-21 l#s:J = = I~ = ~ 1= 834!3 othor '(,,._, 3 le::J 0th""~-o. 3 24C3 0th.."!" b-'1'o~f'.,.~P J 1~ oth:r A/:-3 'i.13fi'4·*· oth:,r O 0 oth:;r O 0 other o e Sub-Total-1'l 4,c,!,t,t.t A:1PS 7Cf:l SqF 3 U/SqFI 2124/J Applianca Clircs, - 8 12~ Ra.ng:1 U~ plat11>-4 48~3 Forced Air IFll!ll -4 21::l Dim=a<ller ---4 4c::J Laur.dry circut -.; 6e::3 Dryer <By eo;,1-4 <"= !iui>-Tolal-20 113213 ether I, .., . .; 24CJ cthQr L;, o. 4 32C3 oth.'1" ~c>,:::..1'.~;• 4 ~ Oth:::r N.t... 4-"?.-t>P"J'2~ oth::r---0 0 othc::r---0 0 oth=r---0 0 Sub-Total-1 ,-s·::...:.:7i 24!J 1 Phasr.t 3 Uira = ,~1 {. 1 ;, ~ 184 NEC Tabla 220-32 laptional ~thod) llJILDit.'5: eA 4 lblit&, J Plans D.."iigiute the 1!1.-L.sr of Unit& fro:i eccll plan. .. PlanAI PloC2 PlanDI 6765 !iqF 3 U/SqFI i::295 Applianco Clircs.-8 •= ~ga U2:l plate)-4 c::l Forc:::1 Air IFOO! -I C:l Dim:ash."'r ---I = Laundry circu.t -4 ~ Dryer IBy Codol-4 = Sub-Total-28 11'295 Other -r:'---4 24C'l Oth:r £;.. o. .; l2e3 other £.co~-.~·-rc P 4 2cz:t 0th~ A/,:,... ~ 2.'1 i"!>G:> * other---o e other---0 0 other---O O Sub-Total-it., ?473'-' R:lP6 = 1', ~tHl O 2~!l 1 ~ 3 llire .._ '3i'~.!A Buildin;J O 6 U.,it5, 3 Plues bign3.ta thl l!:.=h=r of lblitG fro:J c:.ch pl~ .. Pion A I Plon C 2 Pl<n D 3 lc.BS !:,F 3 H/!:,FI 055 Appli<-= Clircs, -12 1= 11:r,J> Ir= plalol-6 = Forc:::I Air IFll!ll -6 = Di~---6 e::l Laww-y circ,I -6 = Dryer IBy Cod,>-6 = !iui>-Total-4? 1= oth:r ,.-: e-. 6 3!£!l oth.i' ""·"· 6 ~ l)tll_'j' ,.::'..PP~1".0f 6 3:.::J oth:r A/'-t.~ ~-L7~$ -)i.:- other ---0 0 oth..,----0 0 oth..,----0 0 SW..-Tolal-f4 611~& 11:lPS • . a i!t t 10 U O 2~:l 1 ~ 3 I.lira= 4-?S.~A -SE:-6--SttE:.E:-"( ti: ·(p For,_ ON!=. -t-1.JE. !?1,A.6, 12-,Ar'I--S Buildil'lg: 4B 3 Units1 2 Plan& D:.signaU th2 Nu::b:Jr of Units fro:1 11ac:h' plan. •• Plan A 2 Plan B I 41W SqF 3 U/SqFI Applianco Clircs.-6 Range? ,re-plate>-3 Fora!d Air IFIIJ! -3 Di<ll=a<ll:r 3 Laundry circut - 3 Dryer IBy Codol-3 !iui>-Total-21 othar "r.v, 3 18Cl Oth:H' &, v 3 240 Dthm-~~i f&r"' 3· 1~ Other Al~ S 2i'3&tt* othel' 0 0 other e e Othijr o e Sub-Toti!-1'2. 4o5<&, A:IPS k'l" 'M NEC Table 220-32 (Optional ~hod) OOILDIIS: iill 3 Units, 3 Plans Ibiignate th:! t~ of Units fro:1 ea:h plan. •• Plan B I Plan C I Plan D I Sll9 5qf 3 U/5qFI ism ~pliarce Ci res, -6 S;::J Rang, Ill= pl•lol-3 lSc::J Forro! Air IFll!ll -i 3 I~ Di~r 3 lC::J Laurliry circut - 3 45:3 Dryer (By Cod,)-3 1= !iui>-Total-21 lllm Other -r: ,t;., Ot~ "LJ"!-D. 0th~ ,:::_.pc~.:;·o;, 0th:.!' A/v Other --- othor --- othar --- 3 111£3 3 24Cl 3 1= :6, ~,Z,'j•l.V -;f-- 0 0 0 0 0 0 Sub-Total-1'2.. 41 :;-2.0 R:lP6 24/J I Phaso 3 Uiro • '2.'3702.J.. l.'IJILD!t:S: ~ I Units, 3 Plans lb:iignate the l::::~r of Units fro:a e.u:h plan. •• Plan A l Plai C 2 Plan D I 6765 SqF :3 11/SqFI i!:295 f:lppliarce Ci res. -8 1~ Rang2 It~ plate>-4 ~ Forc::d Air IFIIJl -I = Oi-,n,r ---4 ~ Laundry circut - 4 6CZ3 Dryer IBy Codol-I = Sub-Tatal-.ea l1Z295 Other -r. t.,., othert'.'.:>'1.0. other UP"'-"1"0? other A/"- oth,r ---othor--- Othar --- Sub-Toh.l- 4 24C3 I 3cC:l 42CZZJ 4 "'~ 13"'* 0 0 0 0 e o lb 5'41'3t~ ll:1P6 Por '811:EC "<>lo 220-32 IOplional 11:!lhodl EUILDU:S: 'i3 ~ Units, 2 Plans biignata the t=b::!r of Uniti. fro:i each plan ••• Plan C 2 Plan D 2 71l:ll 5qF 3 U/SqFI 21C5il A;lpli;:;~ Clil"C!io-8 la:::l ftulga UC plate>-~ ~ Forced Air IFll!ll -4 = Dith~r ---4 4Cl Uundry circut -4 6c:J Dryer IBy Codol-I = Sub--! olal-2il 11.l:W Other ·1, "--~ 24C3 other c;,.,.o. 4 J2C3 Othar ~o ~ Tt-'b'" 4 2c::3 othe-,. A/~ 4 2.113<,, * Othc:ir O 0 oth,r O 0 othal' 0 0 Sub-Total-i b S-47$l> A::PS 2.~ 1 Phac J llira =~14-.Lif. * '-OAO «AW:ul-A,-10..J-S f:,A-SE.D o..J i,cXAMf'l-E. ,Jt>, "r(i,) 1967 ,J, i,c,?, , ' \ ,..,,,< -~' \ ' l ' ' \ '• i / .,. j _r \ \ \ ) i ! / / , l~GHT~NG· F~XTURE SCHEDULE IELIEClRICAl SYMBOL l~Sl 1-----~-----------.-------------,-----------------·-- . Olfffl. manufacturer l.".latto t---0-t FL.UORESCENT STRIP FIXTURE. SURFACE, CHAIN, OR PENDANT MOUNTED • mountin9/doocripticn Cn:::J FLUORESCENT ENCLOSED FUTURE SURFACE MTD. WITH OUTLET tt .,_ BOil. no. 1:Ja , .o -•lfl!>O . f-----+------------,----if----t----t--------·-·--------1 J Q I FLUORESCENT ENCLOSED FUTURE RECESSED "1TD. WITH CUTL.ET BOX. o,.JtJE.P-fJi2-..J1-seeo .:c,T;:,A?1cJ<. 1.J-STAL cf D l-UMA ,i-&oL-~b "~..IA'' YE.;2.i?I 6'LAZE. i,J/f2,6,¼, K.1.lu~.:1-e VITt:>. I 19V\ fJAc,,:;o "s. 4,;,., I -c~ H f-1 ,ZiJi?6' kl/ P·Z"'20· IS· 6' Poce. ( i4ov') H,\l?U> 4 J "1 • -re, . ,; b • 6'T'=>NBE: ( 1£0v') f'i1::E6a'~111£ "3741" • I 4 (i'u'j/) rlYi?F<-EL. "4642$·3 e,,' Fou.J-rAn-l a>.JT~-rci,, ( ,,zy) 40 17';, 13 E.-17 M.v'. f-----+------------t----,----e------ ow.J'",:. Fche.el15H8'7 .C:?'.J TOch::-ro;:. , .!-srAccE D 40 -SuRF'A?E. MoJ..J-rE.'7 orJ WAl-L YE.!Z.lf,' E.)(ACT L?'<CA-rio,-1 ,A;,\t, 1-iE.iuoHT Pf2,10J<. -ro 12-PJ,:,,µ.1,J. MouNTE.!7 .o.,J l"..i!.AME.f'C ,, PS<7E.-S1'Al-1-SE.E. !7E."T'AIL ''A ,s.iee.-r e;. 4 .::=.:.J 17J 11 ·¥ i,J, f'. J J.Jcno,J BO>< Mcll.JTf D, A11-1Eol7 ,<1'-,; 16'..J , ,:; E f. DETAIL-'~" -S~eli."1' E.·4 PocE. Mod.t-r~D P1ce.. i?ETAlt. "!=.'' -!s'1EEc.'f e-4 Mou.J-rE:v PE:<!. -S'1!:E:T e-4. 11 II DE:1'A1l-D RE.?e-s-seD F'ou,.JTA, ..J L.lf.sH r PE:f2,. LM17-:e£APE i?'"-fAIL "'6 .,;IJE.1:1' L-14 0 O- D <D-- 0 0 0- 0 INCANDESCENT, H,I,D.1 OR WITH PL LAMP FIXTURE, MTD. WITH OUTLET BOX. INCANDESCENT, H.I,D,, OR WITH PL LAMP FIXTURE (WALL MOUNTED, RECESSED OUTLET eox,. INCANDESCENT, H.I.D.1 OR WITH P L L.AMP FIXTURE RECESSED MTD. WITH OUTL.ET BOX. INCANDESCENT DR H.I.D., OR WITH PL LAMP, FLOOD L.IGHT MTG. AS INDICATED ON FIXTURE SCHEDULE. SHADED FIXTURES INDICATES CONNECTED TO EITHER EMERGENCY OR NIGHT L.IGHT, POL.E f:1CIUNTED L.JGHT FIXTURE. POST MOUNTED LIGHT FIXTURE. EXIT LIGHT SURFACE OR PENDANT MTD. WITH OUTL.ET BOX ARROWS AS INDICATED. »AM INDICATES ELECTRICAL FlllTURE TYPE. »200-INDICATES TOTAL FIXTURE WATTAGE. SINGL.E POLE TOGGLE SWITCH +48" OR AS NOTED, SUBSCRIPT AT SWITCH INDICATES THE FOLLOWING1 f2 DOUBLE POL.E f3 . THREE WAY t• FOUR WAY REL.AV SWITCH PIL.OT SWITCH MANUAL NOTOR STARTER KEY OPERATED DIMMER SWITCH +48~ OR AS NOTEDo DUPLEX CONVENIENCE OUTLET +12~ OR AS NOTED. DUPLEX CONVENIENCE OUTLET MTD. FLUSH IN FLOOR. DUPLEX CON\/ENIENCE OUTLET MTD. ON FLOOR BOllo (PEDESTAL TYPE}. DUPLEX CON'vENIENCE OUTLET SPLIT WIRED, BOTTON HALF SWITCHED. GROUND FAULT INTERRUPTING TYPE RECEPTACLE. DOUBLE DUPLEX RECEPTACLE . DUPLEX CONVENIENCE OUTLET WITH LOCKABL.E COVER. SPECIAL PURPOSE OUTLET. INDICATED). (AMPERE/VOLTAGE/HEIGHT AS INDICATES CONNECTlON TO EQUIPMENT (FLEX>. TELEelHONE OLITLET +12 OR AS NOTED. TELEPHONE OUTLET MTD. FLUSH IN FL.DOR. THERMOSTAT OUTLET +48" OR AS NOTED. MOTOR. FAN. DISCONNECT SWITCH HP RATED. FUSED DISCONNECT SWITCH HP RATED. FUSE SIZES SHALL BE DETERMINED EQUIPMENT BY MANUFACTURER0 (81~) MAGNETIC MOTOR STARTER. NUMBER INDICATES NEMA SIZE. C8[}.J COMB I NAT ION DISCONNECT SWITCH AND MOTOR STARTER • c::J ELECTRICAL. PANEL FLUSH l'IOUNTED. F5 ELECTRICAL PANEL SURFACE MOUNTED. ~ ELECTRICAL SWITCHBOARD AND/OR METER GROUP, f=pj TERMINAL CABINET SURFACE MOUNTED. _, ,i¥➔, ecl:2._J -T-- EC co WP "" TELEPHONE,. SECURITY SYSTEM. OR CATV PLYWOOD BACKBOARD (SIZED AS NOTED). CONDUIT STUBOUT. CONDUIT RUN CONCEALED IN OR UNDER FLOOR OR BELOW GRADE. 3/4" C, MINIMUM NO. OF CONDUCTORS AS NOTED. CONDUIT RUN CONCEALED IN WALL OR CEILING. ,w,r ,w,w 1/2" C. 2 012 THWN OR As NOTED. 1/2" c. 3 012· 1/2" c. :i cue 3/4" c. 7 012 3/lt" c. 8 012 HOM! ..SN TO PANEL •A", NUMBERS INDICATE CIRCUITS IN PANF.-•·"A". TELEPHONE CONDUIT ONLY WITH PULL WIRE ~14M C. OR AS NOTED CT1 • 1" c.a., T2 • 1 1/4",_C.O,), ELECTRICAL CONTRACTOR. CONDUIT ONLY. WEATHERPROOF. ! Pic1Jor,,l,'1At. ' 48fc6 i (I.ZO'y') DUPLEX CONVENIENCE OUTLET NTD. HORIZONTALLY +12~ OR AS AFF NOTED. MOUNTING HEIGHT TO CENTER OF DEVICE. ABOVE FINISH FL.OCR. ' 1, "1 A-14 "I. F, PL-'1 WAl-L MoJoJ,87 tlo.:11:o.J fAcl-Y " Vi= lZ, M I lc£ol'- !-IACO ,#-H ·Tf·4o½6' C li:Oli) o..l .J ef<. fJ;:,,11;;~ eo u,~-ff'.A.c1' 6'K. I .J 5-f AU.E' t:' HALO.¾ H7bc:>fT6'· A·r1 A·l"'f :r ~- wAct-t"lt>u,Jr;o, ,;~,:.1F-Y ~)(Ac,T 11~1.c.111' fjclO!c 1o fZ-otk'.,l➔ .,.,j 1&10("\ (1iov) ~--·-··-·· _____________ .,_ ___ .,_ ___ ..,_ ___ ..,_ ________________ ~ GENERAL NOTES -LIGHTING A. B. c. D. E. F. TO ESTABLISH FAIR BIJJDING ALL BIDS .SHALL BE FOR SPECI- FIED ITEMS. ANY SUBSTITUTIONS SHALL BE ASSUMED SUB- STITUTION IS FOR A COST SAVINGS. THEREFORE, THE CON- TRACTOR SHALL SUBMIT A DEDUCTIVE COST SAVINGS TO THE OWNER WITH HIS BID FOR SUBSTITUTED ITEMS. UO SUBSTI- TUTIONS WILL BE ALLOWED IF NOT SUBMITTED WITH BID, REFER TO SPECIFICATIONS FOR ADDITIONAL SUBSTITUTION REQUIREMENTS. ALL FLUORESCENT LAMPS & BALLASTS SHALL BE ENERGY SAVING. ALL H.I.D. FIXTURES SHALL HAVE HPF BALLASTS. LIGHT FIXTURES IN CONTACT WITH INSULATION TO BE U.L. LISTED FOR THERMAL BARRIER. ALL RECESSED FLUORESCENT FIXTURES Ill SUSPENDED CEILINGS SHALL HAVE MINIMUM TWO SUPPORT HANGER WIRES ATTACHED AT ,OPPOSITE CORNERS OF FIXTURE FROM ROOF FRAMING JOISTS. CONTRACTOR TO PROVIDE ALL LAMPS NOT FURNISHED WITH FIX- TURES. Q) 0- [>- [> II] sz •• = JUNCTION BOX FLUSH CEILING MTD. JUNCTIOij BOX FLUSH WALL MTD. +12" OR AS NOTED. L.OW VOLTAGE LIGHT FIXTURE. 120V LANDSCAPE L.lGHT FIXTURE. TRANSFORMER, SIZE1 VOL.TAGE G PHASE AS NOTED. TRACK LIGHTING FIXTURE AND TRACK. LIGHTING CONTROL TIMER SWITCH. EMERGENCY BATTERY PACK WITH HEADL~PS. EXIT LIGHT WITH EMERGENCY BATTER1PACK WITH HEADLAMPS. , +12" HEIGHTS GIVEN ARE TO CENTER LINE OF OUTL.ET. PROVIDE-FURNISH, INSTALL.ED AND CONNECTED. @ SMOKE DETECTOR. [t> CABLE TV OUTLET. ~ FLUSH MOUNTED ·SPEAAER. @ SURFACE MOUNTED SPEAKER. , @ VOL.UM£ CONTROL +48" OR AS NOTED. a:Dl DOOR CHIME. REVISIONS BY &'X~(~lc.,. K,L '2; 10/20/67 L£.fLE"°T,<::tlt,,;\ l(,l.. Date &-II -07 Scale NoJJ. Drawn f<, L. X I \) (\J) ;-,,_: \[\ Job I 1---------, t1J L _____________________ .;..._....lb~====================ad.----------------------L __ ,..-·:..··-· _______________________ .;_ __________________________________ ·------------------------------------------------------------~ 3~ 513J-X(n -I I 30 X 42 PRINTED ON NO. 100011 CLEARPRINT., ' ' 0 • la!:~!oCTft.lCbL. """'-7~0-l'lo/'l'lov· ~-'2~1 P,uc:i. ~1-zt2 ha AM f'A"'i;il.. 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TREE LIGHT MOUNTING DETAIL K.f?.lo.Hi:P. l,.l~TltJ'4 f,r..1,-t1 V~5>Mi-1' &,.A.. ~1-1-(j,0 ("'7}4rn4-71~1 1'-P-AMf;.f&-,-z.ca ~'"'"-r t¼Jul'l•--r TRIEIE llGHT MOUNTING DETAIL •• A co 46 a"' a I a LU al-a LU aLJ.J a :r: a cn aw aw acn a D I aw az a-a-' a :r: au al-a< a2 a a a a ir=-1'-q==a a a D □ a a a t==a a a a a u "'==-~=~ / / / , , ·' / , I / , <;,:; D ~ " ' a a a a a a D \"-~:--~a. SCALE: 1• -20'-0' REVISIONS BY &. z/?.:1./6& IS.LE:" r, c 1,,. s ~.L. 0 (!) <O N ;;;3 a,.., ;~ ... _ ~Q "'"' ,c,. (!) ~ !5~ .zw ;~11,1 = 11·-g ,= , o"'~ w j~~ 0 ~ ""_g~ oz-wo0 ~SE-~um /~ ,. ,.· l 0 ,{i \) ~~- 67. 12'7-'3-"lao . - , . , ' ..._, __ , ro F z w ~ F oc ~ ~< ~2 I oc ~o =8 !:!:: d-' = < >u -z :i: 0 (.) < (.) )=W -!.!.. zOO -(.) ~~ < u~ a. LU 11.. C)}~ 2 -> =LU 002 oc .... Date ~,/4.2./e;e, Scale NolE.C' Drawn K..L, Job Sheet ~~ocfc, Of 8 Sheets , f'l'-ov1~e;. 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K.L. ;Jil/i?,/87 PIAN """-•-K.L. )( E',. <1./~1./87 I ~T,&\¼v K.1-, \) &,_1/'l,.e,/e,e, 1(,1.,. ~ ec .. iJ "" "-· &,lt-9-e,B ~ PIAJ '°""' i',.L. I (!) 0 \'Q <O, ~5 "' i-o :,~ w·c,; ~S! -~~ lc5~ Zw w~ --~ ... <n = i c,. .c ' 01 c::: -g :ii 0,. O~ttl "'0 ~ gzz ~~l t::g ~ Ql w -If\\ ' f------1 '\_ Date 'l/"2.'i.je,e, I \J Scale t.Jo,J,; M 1------l "J 1--D,_aw_n _K_, _L, __ -1 ~ ' Job Sheet Of S Sheets I '' ' ' I I i I I ! 1.02 1.03 1.04 I.OS l.06 l.07 1.08 1.09 1. 10 1.11 1. 12 1, 13 1. 14 SECTION 16000 ELECTRICAL GENERAL PROVISIONS PART I: GENERAL Furnish and install all materials, labor and equipment necessary for complete and working electrical systems except as noted otherwise. The following list shall not be considered as a co·mplete and detailed list of work and materials to be supplied, but shall be used as a guide. DESCRIPTION, Division 16 includes everything necessary for and incidental to executing and completing electrical work, except as hereinafter excluded. WORK IN DIVISION 16 Principal items include: (But not limited to) A, Main light service and metering equipment, and power systems. and feeders foe B. Panelboards,distribution and branch circuit wiring for lighting and power systems. C. Lighting fixtures, lamps, outlets, wiring devices, con- nection of all equipment furnished by others except as speCifically excluded. D. Conduit only for telephone system. E. Conduit and wiring, conditioning control including final connections, system and control systems. of air F. Fire alarm system. G. Miscellaneous Items: H, Tests required by Architect/Owner. Materials List and Shop Drawing submittals. Lightin"g pole foundations. Spare parts. Submittal of work schedule. Record drawings and guarantee. Excavation for pole foundations. Excavation, backfill and compaction for pull boxes and trenches. Disposal of excess earth as directed by Inspector. Provide approved shoring, lights and barricades during construction. Bore under existing walks. Repair all damage to all existing improvements caused by this work. Obtain all necessary permits and building department inspections. (Include fees in bid) Apply for all necessary utility company connections; fees and hook-~p charges for power will be paid by the Owner. service permanent Provide temporary and charges are contractor. power for all trades. Associated to be obtained and paid for by fees the RELATED WORK NOT IN DIVISION 16. A. Concrete work, unless otherwise specified; however, fur- nish templates and anchor bolts required for installa- tion of electrical equipment, Refer to Div.ision 3 for information on placing inserts and sleeves in forms. B. Telephone wiring; CATV wiring, C. Automatic temperature control apparatus such as pressure solenoid valves, pneumatic-electric switches, electronic recording and controlling instruments, etc., for hea- ting, ventilating, and climate control equipment. D. Painting, unless otherwise specified. PERMITS AND FEES. Secure and pay for all necessary permits, inspections, examinations, and fees or charges necessary .for execution and completion of electrical work. Arrange for power and telephone utility services and connections. Verify service locations and conform to the requirements of the power and telephone companies and ll.t all service and excess cable charges. Provide trenching,ducts, concret-e-encasemen~ ducts (if required by utility company) pull boxes, vaults, preliminary and secondary cabling, etc. as required by utility company. REGULATIONS AND CODES. All work and materials shall conform to the latest edition of amendments thereto of the following Codes where specified. National Electrical Code, 1984 Edition. National Electrical Manufacturer's Association (NEMA). Uuderwriter's Laboratories, Inc. (UL). Requirements of the serving utility companies. Requirements of Federal, State, or City agencies having jurisdiction, KNOWLEDGE. It is anticipated and required that the Elec-trical Subcontractor be thoroughly familiar with local elec-trical codes and regulations. Every attempt has been made to eliminate unnecessary redundancy and duplication of requirements for materials and installation methods already contained in existing codes and regulations. CONFLICTS. When Drawings or Specifications call foi· materials or work different than, but not in conflict with, requirements of governing codes provide and install these materials or work. If there are any apparent conflicts between Drawings and Specifications and prevailing Codes and regulations, verify with Architect and Engineer. Do not proceed with any related work until such clarification has been made. Nothing in these Drawings or Specifications is to be construed to permit work in violation of governing codes. LISTING AND APPROVAL. All ~aterials installed on this pro- ject shall be listed or approved by Underwriter's Labora-tories, Inc. (UL) and shall bear the label thereof where applicable. Under certain conditions, such as when UL has not established testing procedures, no listing or approval is available. In these cases, obtain prior approval from local authorities and review with Architect and Engineer, DRAWINGS AND SPECIFICATIONS. A. B. Architectural and Structural Drawings take precedence over Electrical Drawings. Mechanical and Plumbing Dra- wings contain information pertinent to the electrical installation. The electrical installation shall conform to the applicable requirements of all the drawings, and the electrical work shall be coordinated with that of all other trades. Electrical Drawings are diagrammatic in many respects. Sizes and locations of equipment and wiring are shown to scale where possible but may be distorted for clarity on the Drawings to show all necessary bends, offs~ts, pull boxes and obstructions. Contractor shall install the Work to conform to the structure, preserve headroom and keep openings and passageways clear. SHOP DRAWINGS. Provide equipment and materials conforming ~the Drawings and Specifications. Manufacturers Shop Drawings will be reviewed by the Architect and Engineer as a service to the Contractor to assist him in obtaining equipment which is in compliance with Drawings· and Specifications. However, Shop Drawings will not be accepted for review by the Architect an-d Engineer until the Contractor has reviewed them and is satisfied that the equipment he is proposing to furnish will be in compliance with these Specifications and Drawings. SUBMITTALS A. Submittsls. Within 14 days after award of Contract, submit six (6) sets of Shop drawings for the following items. 1. Switchgear, including service equipment, sub- distribution switchboards and panelboards, lighting and power panelboards, and other related items of equipment. 2. Wiring de.vices and plates. 3. Lighting fixtures, including installation details. 4. Special systems (ie: etc.) if specified in Fire alarm, intercom, CATV, this contract. Information to Manufacturers. Fuinish to equipment manufacturers copies of Drawings and relating to their products. the various Specif~cations As Built Drawings Keep an accurate dimensioned reproducible transparencies of as-built locations, which is installed differently from that shown. Section 01700. record on and of work Refer to Locations ~ Accessibility. Contractor shall fully inform himself regarding peculiarities and limitations of spaces available for installation of work and materials furnished and installed under this Division. Drawings indicate location and arrangement of conduit, equipment, and other items, and are to be followed as closely as possible. Work specified and not clearly defined by Drawings shall be installed and arranged in a manner satisfactory to the Engineer. In the event changes in indicated locations and arrangements are deemed necessary by the ±owner, they shall be made by the Contractor without any additional charge provided that change is ordered before the work is installed and no extra materials or labor is required. The Architect/Engineer shall reserve the right to move any outlet or device six feet without additional charges by the Contractor prior to the rough-in. l..15 1. 16 1.1 7 I. 18 1. 19 l. 20 2.01 2.02 2.03 2.04 CLEANING OF EQUIPMENT, MATERIALS AND PREMISES. Clean equip- ment and materials thoroughly. Leave surfaces to be painted smooth and clean, ready for painter, Clean entire premises of unused materials, rubbish, debris, and dirt created by work: under this Division. OPERATION AND MAINTENANCE INSTRUCTIONS. Yully instruct and demonstrate to the Owner's operating personneJ the perfor- mance, operation and maintenance of equipment. The item allowed for said instruction shall be allowed for each Con-tractor as part of these Contract Documents. OBSERVATION, TESTING AND ADJUSTMENT. A, COVERING OF INSPECTION. UNINSPECTED WORK -NOTIFICATION FOR 1. Contractor shall notify Architect/Engineer 48 hours (two working days) prior to ~bservation for Architect/Engineer and Building Dept. B. TESTS: 1. The Contractor shall make all test required by the Architect/Engineer, the Electrical Inspection Division of the Building Department, or other authorities having jurisdiction, 2. The cost of all tests, the replacing and/or repairing of any damage resulting from these tests and any other work necessary .to replace materials, etc. not in accordance with the Electrical Ordinance, Safety Orders, Specifications and accompanying Drawings, shall be borne by the Contractor. 3. Should the Contractor refuse or neglect to make any tests necessary to satisfy the Architect/Engineer or his representative that he has carried out the true intent and m~aning of the specifications and the accompanying drawings, the Owner may make such tests and charge the expense thereof to the Contractor, to be retained out of final payment. 4. All wiring and connections shall be tested for continuity, grounds and short circuits before the devices and equipment are connected. Upon completion of the work, the Contractor shall demonstrate to the Architect/Engineer, the satisfactory operation of the entire electrical system, At the time of the final inspection, the Contractor shall have a qualified electrician at the job site to make all required tests or demonstrate operation of electrical equipment and lighting system. FINAL OBSERVATION AND ACCEPTANCE After all requirements of Drawings and Specifications have been completed, representative of Owner, Architect, and Engineer will observe the Work. If requested by the Owner, the Contractor shall provide competent personnel to demonstrate the operation of any item or system involved, GUARANTEE 1. The Contractor shall furnish to the Owner a written warranty to guarantee all work under this contract to be free from defects of workmanship and materials for a period of one (1) year from date of acceptance of work and contract, and he shall guarantee to repair or otherwise make good at his own expense any defects developing within that period of time. Work shall be performed within 48 hours after receiving notice from the City. Notice may be by phone or letter, 2. Warranty shall include all lighting ballasts H.I.D./fluorescent lamps. PROPOSED SUBSTITUTIONS AND "APPROVED EQUALS": aod A. Equipment and wiring shown on Plans is for materials as specified, Should equipment of other manufacturers be approved and used, the Contractor shall make all changes in other equipment, conduit, wiring, or locStion of equipment, as approved by the Owner without charge to the Owner. B, It shall be the Contractor's responsibility to Show that all products proposed for substitution are equal to the item specified, by submitting sufficient information to permit a comparative check. Five (5) copies of a com-plete materials list with brochures showing all equip- ment shall be indexed with job title, material must be submitted within 10 days after award of contract. Pro- posed substitutions submitted after 10 days will not be accepted. Submitting a catalog number and manufacturer's name and stating that the item will be furnished to meet specifications, will not be acceptable. The following items by make and number, where applicable, must be listed in the submittal: underground conduit, rigid galvanized steel conduit, cable, wire, pull boxes, fix-tures ready for inspection, samples of both the specified and proposed items electrically wired at 120V with plug. C. The term "or approved equal" shall mean the product or this specified item used shall have equivalent or more value based on the value of the item set forth in the specifications or plans, and then only after a submittal in writing, by the Contractor and written approval re- ceived. If, after installation substituted equipment is found not to be equal to material specified, it shall be replaced with approved material at no cost to the Owner, The Engineer reserves the right to charge the Contractor $100.00/hour for review of substitution. PART II: GENERAL MATERIALS DESCRIPTION, Materials specified nature only, and are not necessarily specified may·not be required. herein are complei;e. general in All material APPROVED PRODUCTS (MANUFACTURERS) Furnish and install only materials indicated and specified. Substitutions are not permitted. A. Wiring Devices and Plates. Sierra Electrit Corp., unless otherwise specified. B. Lamps. Sylvania, Westinghouse and General Electric, or as indicated on Drawings. C. Ballasts. Universal, Advance or approved equal. D, Panelboards and Switchboards (Switchgear), Square Sylvania (Zinsco), General Electric, Cutler-Hammer, Co. and Challenger. D. RSE E. Safety Switches and Motor Starters. Same as Panelboards and Switchboards. F. Fuses shall be class ''R'' Type as indicated on Drawing, as manufactured by Bussmann . .!i£ substitutions allowed. Furnish to Owner two extra fuses of each size and type used in main switchboard in a metal hinges type box, size as required. All mount box in electrical room. All fuses shall be type required by plans. ( ie: LPN-RK, KTN-RK, etc.). FINISHES. A, Metal Surfaces shall be cleaned by means of a process equivalent to "Parkerizing" and given a rust inhibiting coat, such as zinc chromate, prior to application of finish paint. B. Surface-Mounted Equipment, such as pauelboards, switch- boards, motor control centers, gutters, pull and jun-ction boxes and cabinets for control, and signal sys- tems, including telephone, and like items shall have a nameplate showing pertinent information. Nameplates shall be engraved, laminated bake-lite or aluminum, with white letters on black background. Attach with 6 x 32 self-tapping machine screws. Card holderS, plastic tape or other means of attachment are not acceptable. Do not use abbreviations. WIRE AND CABLE CONDUCTORS shall be copper No. 12 AWG minimum unless specifically noted otherwise on Drawings. Conduc·tors No. 10 AWG copper and smaller shall be solid and No. 8 AWG copper and larger shall be stranded. Type of wire shall be as follows: A, Type THW/THWN 600 volt insulation may be used for wiring and shall be used for all underground wiring location), all (wet B, Type THHN, 600 Volt insulation shall be used for all branch circuit conductors installed in conduit above grade, outside of air conditioned spaces and other hot locations, (THHN not approved for underground), THHN shall also be used in light fixtures for feed-through wiring and in wire gutters. C. WIRING. Nonmetallic sheathed cable (romex type) may be used for residential buildings and living units if approved by local building codes and in compliance with ART. 336 and ART. 300-4 of 1984 National Electrical Code. Fone one, two, and three-story buildings only. If three-story building or below is attached to a four-story tenant building to compromise one building, no romex allowed. All wiring outside of building (exterior, roof, underground, common areas) to be installed in conduit. D. Panel feeders conductors may be aluminum if local codes allow.' The Contractor shall submit a revised single line diagram showing the increased conduit and wire size to the Electrical Engineer for approval. The Conductors size shall be increased as required by code to provide 2.05 2.06 2.07 2.08 2.09 2. 10 2 .11 2.12 the identical current carrying capacity of the copper conductors. Connector aid shall be used for all termina-tions and connections. Connector aid shall be Burntly Pentrox A. NO-OXID, Grade ''A'', All aluminum connecti~ns shall be made with Burndy Hy-press fittings and tools only. E. Data/Communication Cable. Support Systems International, IBM, or Belden. F. Coaxial Cable. Coaxial RG-62 A/U, IBM Part No. plans). Cable shall 0323921. be 93 OHM shielded, (Or as indicated on G. Cable Markers. 1. Lettering is to be black on a white background. 2. Lettering is to be typed. 3. Lettering shall be either: a white tape that is applied directly to the cable and then covered with a clear heat-shrinkable material or typed directly on heat-shrinkable material. Receptacles for 20 ampere branch circuits shall be fication grade duplex type, Sierra ''Sierraplex"/1800 15 ampere, !25 volt. speci-Series; 1. Commercial/common areas. 2. Tenant interiors: residential buildings Hubbell No. 5242. Residential grade within all and living units (ivory-plastic) Coverplates Coverplates "WP" Series. shall be as required for devices to be covered, for outlets exposed to weather shall be Sierra A, Color. 1. Wiring Devices, In utility areas, such as janitors closet, toilet rooms, storage rooms and the like, use ivory. In all other areas, use color as selected by the Architect, 2. Coverplates. In utility areas such as laundry buil- dings, pool equipment, elevator equipment, electri-cal rooms, etc. use stainless steel. In all other areas ivory, plastic, or as selected by Architect. B. Engraving. Outlets other than standard 120 volt single pha~e receptacles and switches for general lighting shall have a coverplate or nameplate engraved with logi- cal information for the device concerned\ S,.itches A, Toggle switches: Brown handle, totally enclose~, 20- ampere switches equivalent to Hubbell 1220 Series or equivalent by Bryant Pass & Seymore, Arrow-Hart, Sierra, Slater, or Leviton. B. All key-operated switches operated by identical keys. C. Momentary contact switches: Three position, center off, Sierra 5270X. D. E. Maintained contact: switches, P & S 1221 for Three-position, single pole, 1222 center Off for double. Weatherproof and 7991 for switch: Hubbell 7981 for exposed FS-type fittings. concealed work Time Switches/Photo Cell A, B. C, For control of lighting through relays or contactors use 120 volt or 277 volt as indicated, 60-cycle astronomical dial single-pole, double-throw contacts in conjunction with ASCO Bulletin 1255-166 relays. For direct control of lighting through time switch use 120 volt or 277 volt as indicated, 60-cycle astronomical dial 35 ampere contacts, double-pole, single-throw. Paragon 4213-0SZ, or four-pole, Paragon 27207-0SZ as required. Photocell shall be 600 watt 120 volt weatherproof unit installed on roof (or as shown on plans) facing north. Roof penetration shall be flashed and counter-flashed and made completely weathertight. Photocell shall be Steber #S-595, or approved equal. Final location as approved in the field, Contactors ~ Relays A. B. Electrically operated, mechanically or magnetically held as required with coil contacts, no overload, 250 volt or 600 volts AC as required. Amperage and number of poles as indicated. Mount contactors on sound absorbing rubber mounts. Relays for control of circuits. ASCO Bulletin Co. CR160, Type MB. individual night-lighting 1255-166 or General Electric Manual Wall Dimmers A. Dimmers to solid conductor type for lamps, and shall be state, remotely dimming of 120V or UL listed. controlled semi- 277V fluorescent B. Manual dimmers shall be 277V for fluorescent, and llSV for incandescent and have adequate capacity to dim up to 20 F40 lamps or 1800 watts, respectively. C. Dimming system components shall be UL listed. MAIN SERVICE AND DISTRIBUTION SWITCHBOARD NON RESIDENTIAL TYPE A. Provide single or three phases, 3 or 4 wire, switchboards containing circuit breakers and switches with ratings, components and arrangements as indicated on the single line drawings and herein specified. B. Enclosure: Total enclosed sections bolted together to form a single floor-standing section, NEMA Type 1 general purpose with front access only. Sections 90'' high and all of the same depth, width as required. Legal gauge sheet steel finished hammertone gray or manufactu-rer's standard gray baked enamel. C. Busbars: Rectaheight in D. each distribution section with horizontal cross busbars between sections. Fully insulated, UL rated tin plated aluminum, braced for 50,000 KASYM. Lugs: actual Shop drawings must indicate conductors to be provided, lug size based on the E. Hain Circuit Protector: (As shown on plans Circuit Breaker or Switch and Fuse): Molded case thermal magnetic circuit breaker padlockable in the ''off" position with minimum interrupting capacity of 42,000 symmetrical RMS amperes at voltage shown on plans. All multi pole units with common trip and single handle. Feeder rejection switch and fuses per single line diagram, provide one spare set of fuses of each size and type. Provide fuse holders in cabinet in electrical room. Label with nameplate "Spare Fuses." (See Section 2.16) F. Nameplates: Black-on-White engraved laminated plastic, Provide a main nameplate for each section with first line in 1/2" high letters stating (Example: "HAIN SWITCHBOARD") the second line in 1/4" high letters indicating the second line in 1/4" high letters indicating voltage, phases, amperes (of main busbars) and year, (Example: "480/277Y, 3-phase, 4-wire-800A 19if2"). Provide nameplate for each circuit protector. G. Installation: Use levelling screws to set the switch- board plumb and true, and with the bottom approximate- ly l" above finished floor slab, 'Compl~tely fill space between the floor and the bottom of the switchboard with cement grout. H, I. Provide switchgear and all compofients the following manufacturers: General Sylvania or Westinghouse. made by one of Electric, ITE, Service entrance .equipment pull section combination section, and shall conform serving utility company. shall in._clude underground service and distribution to the requirements of the HAIN SERVICE AND METERING: RESIDENTIAL TYPE 1. 2' 3. 4, Provide modular metering assemblers serving all living units as shown on plans and equal to Crouse- Hinds "Redy-Stack-II" Modular Metering equipment complete with maximum five (5) high stacked meter/main assemblies (maximum) 12" wide or as indicated on plans. Enclosure: Total enclosed sections bolted together to form a single wall mounted section, NEMA 1 general purpose front access only. Depth as required. Legal gauge sheet steel finished hammertone gray or standard boxed enamel gray. Busbars: Rectangular cross-section, full height in each distribution section with horizontal cross busbars between sections. Fully insulated, UL rated tin plated aluminum, braced for 50,000 KASYM. Lugs: on the Shop actual drawings must conductors to indicate lug size based be provided. 5. Hain circuit protector: Same as 2.11 (and 2.16) or fused disconnect ss shown on plans. 2.13 2.14 2. 15 2.16 2.17 2. 18 2.19 2.20 6' 7. B. 9. Nameplates: Black-on-White engraved" laminated plastic. Provide a main nameplate for each section with first line in 1/2" high lette~s, stating (Example: "HAIN SWITCHBOARD") the aeco.nd line in 1/4'' high letters indicating voltage, phases, amperes (of main busbars) and year, (Example: "480/277V, 3-phase, 4-wire-SOOA: 1982"). Prov1de nameplate for each circuit protector. Installation: Use levelling screws to set the switchboard plumb and true, and with the bottom approximately l" above finished floor slab. Completely fill space between the floor and the bottom of the switchboard with cement grout. Provide switchgear and all components made by one of the following manufacturers: General Electric, ITE, Sylvania, or Westinghouse. SERVICE ENTRY EQUIPMENT shall include underground pull section combination service and distribution section, and shall conform to the requirements of the serving utility company, PANELBOARDS -COMMON AREAS A, B, C. D, E, F. General Construction. Panela shall have hinged doors, not lockable. Where such panels are flush mounted, fronts and doors shall be of concealed construction With no visible hinges. or mounting hardware. Panels shall contain thermal-magnetic trip (bolt-on type), QB circuit breakers rated for voltage as shown on drawings, 60 cycle, AC (10,000 A.I.C. rating) Ampere rating and number of poles are shown on panel schedules. Bus Size shall be es indicated. Where not ahown, size the bus -to equal ampacity of feeder switch or circuit breaker. Iri-no case shall bus ampacity be less than 100 amperes. Finish. Where panels are mounted flush with wall, the trim and door shall be given a primer coat, to be finis- hed painted by others, Where panels are surface mounted, all exposed surfaces shall be finished es specified previously. Nameplates. Panel voltage, phase and PANEL 2A 120/208 V 3 0, 4W nameplates shall show number of wire. Example: panel name, Circuit Directory. card mounted on information neatly Each circuit shall be inside of panel door typed. identified by a with following Number and type of outlets on circuit. Load in volt-amps per phase. Location of outlets. PANELBOARDS ~ TENANT INTERIOR A, Panels inside living units shall contain therms-magnetic trip plug-in type, QB circuit breakers rated for voltage as shown on drawings, 60 cycle, AC (10,000 A.I.C. rating). Ampere rating and number of poles are shown on panel schedules. MAGNETIC MOTOR STARTERS. Unless otherwise specified, shall be magnetic, full voltage, non-reversible type, coil voltage as shown on wiring diagram or as indicated. motor with A, Size. As indicated but in no case smaller than Size "l". B. q. D. Enclosure. Where not installed in a switchboard or motor control center, install starters in NEHA 1 enclosure. If installed outdoors or exposed to weather or moisture, enclosure shall be NEHA 3R, Overload Relays. Quantity: Provide one for each phase, three phase loads. They shall be of a bi-metallic type with externally operable reset button. Si;e Heaters for current rating of motor to trolled. Do not install heater units until ra,ting of motor has been verified by visual of motor actually installed. be con- nameplat e inspection E. Auxiliary Relays shall be provided in each starter com- partment and wired as shown on Drawings, F, Pilot Devices. Starters shall have a "hand-off-auto" se-lector switch, spring return to "off" from the "hand" position only, and a red pilot light. Mount these devices in the compartment cover, not on wiring gutter cover and not between units when a motor control center. Connect as shown on Drawings. G, Auxiliary Contacts. Provide a minimum of one spare auxi- liary contact on each starter. FUSED AND NON-FUSED SWITCHES. A, B, c. D, Switches shall be heavy duty Provide a padlocking device so either ''on'' or ''off'' position, type, horsepower-rated. switches may be locked in Enclosure. Where installed indoors in dry locations, install switches in a NEHA 1 enclosure. Where installed outdoors or exposed to weather or moisture, install switches in a NEMA 3R enclosure. Interlock. Provide e mechanical interlock eo that cover of switch mechanism cannot be opened or removed ~hen switch is in the ''on'' position. However, provide a ''defect'' device which may be operated by authorized personnel to allow inspection of switch while it is in the "on'' position, Pull Out ~ Switches with "T" type fuses acceptable unless indicated on plans. no< COMBINATION MOTOR STARTERS. Units shall consist of a fused mounted in a common wired to load side switch and magnetic motor starter factory door, Line side of motor shall be factory of breaker or switch. MANUAL MOTOR STARTERS. Units shall consist of a tumble·r type switch with thermal overload tr,ip, interchangeable heater ~nit, and pilot light. SIZE HEATERS for current rating of motor to be controlled. Do not install heater units until nameplate rating of motor has been.verified by visual inspection of motor actually installed. A. Enclosure. Use NEMA Type 1 enclosure, or flush mounted as indicated. CONDUIT. Conduit shall be as permitted or required by Code, except: A. B. C, Rigid slabs, conduit shall be used when installed in concrete encased in concrete_ below slabs, in concrete or 11 O •ed o• b0 <ld'•g ex~erior or exposed masonry wa s, exp~ " ~~ ~•• ~ in interior wall below 4 feet above floor. Concrete Encasement. If concrete encasement underground conduit is called for on plans (rigid or SCH 80 only) conduit shall be encas·ed 3 inches on sides with red mixed concrete envelope. Concrete shall be 5.5 sack, using pea gravel as aggregate. of PVC all mix Rigid Underground floor with Hunt's lapped. Protection: Wrap Process 3 or Scotch runs 50 underground tape, half- D. EMT E. F, G, a. Use only for concealed interior runs or exposed interior runs 4 feet above floor. b. C. May be protec_ted used on roofs, under roofing and by adjacent rigid roof insulation. Shall not be used in concrete slab masonry walls. Flexible conduit: Use where indicated on drawings and in other locations due to structural conditions as permitted by code and with review of the Architect, Other locations permitted by N.E.C. and/or local Codes. Use of conduit and used without prior fittings not specified review of Engineer. shall not be Seal-tite flexible conduit shall be used for all final connections to motors and in wet, damp or outdoor areas where drawings indicate use of flexible conduit. H. Terminate conduit runs to rotating, adjustable, or moveable equipment with flexible connections. I. J. Install flexible isolating connections in conduit runs between building structure and air-conditioning equipment, transformers or other equipment transmitting vibration or noise. Do not conduit use threadless conduit couplings for except for connections requiring union, rigid Rigid conduit bushings. shall be terminated with metallic L. Install three 3/4 inch empty conduits -from each flush- mounted panelboard to accessible above-ceiling space where conditions occur. Cap conduit __ with standard galvanized pipe caps. M. Mark underground conduit stubs from building with stainless steel plate located +12 inches above stub-outs on exterior wall of building and engraved to indicate size and direction of stubs. Conduit stubs terminating more than 20 feet from building shall have installed 6 x 12 inch deep concrete block over end of stub, flush with finished grade elsewhere. Provide 3 x. 3 inch brass plate , engraved "ELECT" secured to block with brass dowels. N. Conduit shall not be embedded in concrete slab less than 4 inches thick and conduit +l-1/4 inches and larger ahall not be installed in slab. Install conduit embedded in concrete slabs not on grade between reinfo.rcing bars and bottom of slab. For slabs on grade, install conduit below slab as specified. 0. Non-metallic conduit shall be installed underground and in duct banks, Bends and risers for all feeders only (and for any conduit with No, 6 wire or larger) shall be rigid-steel conduit or PVC she. 80. Risers shall terminate at panels and pullboxes with double locknuts and insulated grounding busing. Bare copper ground wire shall be installed in conduit runs between panels and pullboxes and connected to ground busing at each end. Ground wire shall be code sized or as indicated on drawings. P. Non-metallic conduit in duct banks shell be installed as described in Concrete Encasement. Q. Provide secure mounting facilities for conduits, Wire or plumber's tape shall not be used for hanging suspended conduit. Conduits shall not be secured to suspenlled ceiling hanger wires or to suspended ceiling structure. R. Provide junction or pullboxes where required for pulling conductors due to excessive numbers of bends or lengths of conduit runs. S. Provide expansion couplings wherever conduits cross expansion or seismic joints or for continuous straight runs in excess of 100 feet except when embedded in concrete. Expansion fittings shall have bonding jumper or be of grounding type. T. Re-route conduit where necessary to clear structural and mechanical obstructions. U. Bury underground conduit except under buildings to depth of not less than 24 inches below finish grade. Bury runs smaller than 1-1/4 inches to minimum depth of 6 inches under floor slabs and provide 3 inch concrete encasement. For conduit 1-1/2 inch and larger, trench sufficiently under floor slabs to provide a minimum buried depth of 36 inches below finish grade. Minimum depths are to top of concrete envelopes. v. w. x. Install long-radius bends in underground conduits and in other long underground runs in 100 feet. Do not flatten or kink bends. service excess of Run exposed conduits at right angles or parallel to structural members, walls, floor and ceiling. Secure conduits 1 inch and smaller with one-hole malleable iron straps, Secure conduits 1-1/4 inches and larger with conduit hangers or two-hole galvanized straps. Sup~ort suspended conduits with conduit hangers and 1/4 inch hanger rod, Rack mount or suspend multiple conduit runs on trapeze hangers with 3/8 inch rods. • Conduits installed in concrete, wet locations, exposed to weather, or underground shall have threads_ filled with red lead and oil before screwing into couplings and threaded fittings. Y, Run conduits in spaces above suspended ceilings parallel to walls and floors. z. Coordinate conduit runs in roof insulation and for securing of conduit runs above finished roof. AA, Where more than two concrete envelope, spacers. conduits are installed in one common separate conduits with conduit 2.21 Pullboxes in Grade A, Quickset No, EQ-17 (or as indicated on plans) concrete type for all lighting circuits in landscape areas. Provide bolt-down concrete lid in landscape areas and steel traffic lids in driving areas. All lids shall be engraved "electrical." B. Set pullbox on compacted pea gravel base (minimum 12 inches of base material). C. All splices inside pullbox to be wrapped and have waterproof compound applied around splice, Conductors to be identified with circuit number. 2.22 Pullboxes Metal A.. In no case of less size or material thickness than required by governing electrical code. B. C, General-purpose sheet steel pullboxes: Furnished with removal screw covers; manufactured std. baked enamel finish. Weatherproof sheet steel pullboxes: Fabricated gauge hot-dipped galvanized steel and gasketed tight cover of same materials; manufacturer 0 s baked-exterior enamel finish. of code-weather- standard D. Case metal pullboxes: Furnished with gasketed screw. covers and necessary drilled and tapped conduit entries. Screws shall be bronze or brass, 2.23 Terminal Cabinet A. B. Terminal cabinets shall be flush or surface mounted indicated. Where indicated, cabinets shall be weather-proof construction. Cabinets shall be code-gauge galvanized steel sized provided with barriers indicated. Install 3/4 plywood backboard, painted black, in each cabinet adequate-type terminals. as of and inch with C, Front panels shall be of sheet steel painted to match lighting panels if surface mounted, and prime-coat finished if flush mounted, Provide front panel doors with semi-concealed hinges. Front panel shall be provided with white on black (letters), 1 x 2-1/2 _inch laminated plastic nameplate engraved. On flush cabinets mount nameplate inside of panel door. D. Cabinets shall be UL listed. E, Acceptable cabinet manufacturers'' Westinghouse, ITE, or Square~- General Electric, PART III -LIGHTING FIXTURES 3.01 LIGHTING FIXTURES -GENERAL A. B. c. D, E. Provide light fixtures complete including lamps, ballasts, sockets, housings, ceiling trim rings for special ceilings, brackets, diffusers/lenses and outlet boxes, The catalog numbers included 1n the description of the various types of lighting fixtures shall be basically considered to establish'the type or class of the fixture with a particular manufacturer only. The fixture len~th, number of lamps, component materials, accessori~s, mounting type and all other features required to fulfill the total descript~on of the fixture based on ~11 drawing and specification information shall be complied with regardless ·of whether or not the catalog num~er specifically includes these features. If any c~nf;ict exists between the catalog number and the des7ripti~n, the Contractor shall either resolve the conflict w~th the Architect prior to submittal of his ~id or furnish the fixture to meet the intent as later interpreted by the Architect without change in contract price. Lighting • fixtures shall' be of types fixture schedule on drawings. " indicated Include an allowance of $200.00 for the supply and in- st a"Ilation of lighting fixture where outlet is shown on drawings without a fixture type designation shown or fixture type specified. All fixtures of one type shall be of and of identical finish and appearance, otherwise on drawings. one manufacturer unless indicated 3.02 SUBHITTALS (ADDITIONAL REQUIREMENTS): A, B. If requested by the Architect/Engineer_pro~ide a sample of any fixture proposed as a substitution for a spe- cified fixture. Sample fixture shall be deliver:d to the Architect 0 s office for review and shall be picked up within (lOJ working days after review 7omments ha~e been received• any samples left over this ~ime wil~ be discarded by the Engineer. De~ision ~f t~e Architect regarding acceptability of any fixture is final. Provide for each complete manufacturers catalog data light fixture, ballast and lamp. information 3.03 BALLASTS A. Fluorescent fixtllreS shall be equipped with,ET~ approved C.B.H. certified high power factor bal~asts with lowest sound rating available. Fluorescent fixtures shall be designed to accommodate T-12, 430 m.a. lamps exc~p~ where specified otherwise. Ballasts shall have Class_ ~t protection. Fluorescent ballasts shall be full lig DATE I ' I I I I i I·~ ' 0 <J <P-ll·S7 PRAWN i<. L. ~ c:::, Cc:::, c:::, 1 >f \.J M ~ , 3.04 3.05 3.06 3.07 3,08 3.09 output rated with specified lamps and shall have the following characteristics: Rapid Start (F40Tl2 RS) Lamp Wattage Average Input Watts two -40W -(Standard) Two -34/35W (Energy Saver 460HA) One -40W (Standard) One -34/35W (Energy Saver 460MA) Two llOW (Standard) Highoutput Two -110W (Energy Saver) Highoucput Two 95W (Energy Saver) Highoutput 86 77 50 43 255 237 213 B. Metal halide and high pressure sodium, fixtures equipped with constant wattage, H.P.F. ballasts. C. All ballasts shall h·ave lowest sound rating available, Ballasts which are judged by the Architect to be exces-sively noisy to be removed and replaced, Minimum sound rating shall be class ''A'' for 48" rapid start lamps and class "B'' for 96" highoutput lamps. D, Dimming Ballasts. 1. Dimming ballasts for fluorescent lighting fixtures shall be manufactured by the same manufacturer supplying the dimming equipment. Dimming ballast Shall be the type and manufacturer as recommended by the dimming equipment manufacturer where the dimming manufacturer does not produce fluorescent dimming ballasts, '· One dimming ballast shall be utilized fluorescent lamps. Multi-lamp ballasts be used. for each shall not LAMPS ~ A. Lamps shall be new, of wattage indicated and shall be as manufactured by General Electric, Westinghouse (W&K trademark), Norelco or Sylvania, Each fixture or lighting outlet shall be supplied with the proper lamp. B, General purpose incandescent lamps shall be _inside frosted, medium base for 200 watts and smaller. c. D. Reflector lamps unless otherwise shall be PAR-30 or R40 ar required, specified in fixture schedule, Fluorescent lamps shall be energy saving type, lite white, bi-pin, rapid-start, T-12, 48", 35-watt, 430 m.a., except as specified differently, Genera! Electric ''Watt-Miser II'' or Sylvania "Super Saver II Lamps shall have the following characteristics. LIGHT FIXTURES A. B. c. Lighting fixtures shall have all parts and necessary to complete and properly install the All fixtures shall be equipped with lamps of type specified. fittings fixture. size and Fixtures shall be wired from outlet boxes supplied with fixture to socket with 114 AWG Underwriters'Type ''AF'' or "CF" fixture wire. Surface and/or wall mounted lighting fixtures shall not have any exposed chase nipples or conduit knockouts visible to view within fixture housing, Lighting fixt:""u..r.es __ mount.ed in continuous rows shall have chase nipples or conduit knockouts between lighting fixture housing, but shall not have visible chase nipples/conduit knockouts on the visible ends of the continuous row of lighting fixtures. D. Where fixture color is indicated to be selected by the Architect, provide two color chip samples for review. E. F. G. H. Recessed fixtures where noted to have attached junction box shall have a junction box permanently attached to the plaster ring so that it is accessible· when the fixture is removed. Connection between fixture and pullbox to have flexible conduit and 2 114 AWG ''AF'' wires. The flexible conduit to be sufficient length so that when the fixture is dropped, the pullbox is readily accessible. Recessed fixtures must all have Underwriters's Laborato-.ry approval for recessed installation with plaster frame and attached pull box. Lamp enclosure, reflectors a~d finish wiring shall not be installed until plastering 1s completed. Finish trim shall not be installed until finish painting of the adjacent surface is completed, The fixture to bear Underwriter's label of approval for the wattage indicated. Light fixtures installed outdoors in damp or wet loca-tiona shall be U.L. labeled for said location. LENS AND DIFFUSERS A.. Whenever this specification calls for acrylic, acrylic plastic or plexiglas for the diffusers or lighting fixtures, these diffusers shall be manufactured by Rohm and Haas Company, called Plexiglas G, Prudential or equal. Diffusers shall be formed from cast sheet having a minimum unpenetrated thickness of 0,125" and, in any event, shall be of sufficient thickness and or proper construction and camber to prevent the diffusers from having any noticeable sag over the entire normal life ot the installation. Diffusers shall be formed from cast sheet by a vacuum and/or pressure technique. LIGHT FIXTURE MOUNTING HARDWARE A. '· c. It is the Contractor's responsibility to verify actual ceiling construction type as defined on the architectu-ral drawings and furnish all lighting fixtures with the correct mounting devices and proper operating voltage whether or not such variations are indicated by fixture catalog number. The Contrdctor shall verify depth of all recessed lighting fixtures with architectural drawings prior to ordering fixtures. Any discrepancies that would cause recessed lighting fixtures not to fit into ceiling shall be reported to the Architect prior to ordering of the fixture. Recessed fluorescent fixture mounted flush in ''lay-in'' T-bar or concealed splice ceilings shall be provided with two clips on each end of the fixture and connected to the ceiling cross runners. Provide two 12-gauge fixture hanger wires attached to structural members and connect to diagonal corners of the fixture. Fixture shall set level and flush with ceiling grid system. Fluorescent fixtures surface mounted to a suspended "tee" ceiling shall be installed with a one and one-half inch steel channel or angle which spans across and above the main runners. The channel or angle member shall be provided with threaded studs for attaching to the fixture housing through ihe lay-in tile. Two members shall be installed per four foot fixture. Two 12-gauge hanger wires shall be provided per member, attached 6" from each end of the member and anchored to the structure above. D, Pendant mounting fixtures shall be supplied with swivel -hangers. Fixtures shall swing in any direction a minimum of 435 degrees of gravity, position. Fixtures shall have special stem lengths to give the mounting height indica-ted on the drawings. Stem to be !-piece without coupling, and to be finished the same color as the canopy and the fixture, unless otherwise noted. The Con-tractor shall check all lock-nuts and set screws to rigidly secure the socket to the stem, and the stem to the outlet box. Fixtures to be plumb and vertical, Where obstructions occur restricting 45 degrees swing of fixtures, the fixtures shall be guy wired to prevent fixtures from striking obstructions, Method of guying shall be reviewed by the Architect and Electrical Engineer. Swinging fixtures shall have a aafety cable attached to the structure and the fixture at each support capable of supporting four times the vertical load. E. Suspended fixtures ~eighing in excess of 50 pounds shall be supported independently of the fixture outlet box, Provide "air craft'' hanger cable for suspended fixtures route cable concealed or in pendant where possible. Each cable shall support four times the weight of the fixture, Securely attach the cable to the building structure. F. On acoustical tile ceilings, fixture outlets shall be accurately located in the center, at the intersection of the f0ur corners or at the center of the joints of two tiles. G. Surface mounted fixtures installed on drywall or plaster ceilings and weighing less than 50 pounds may be suppor-ted from outlet box. Provide structural supports above drywall or plaster ceilings for installation of fixtures weighing more than 50 pounds and secure fixture to structural supports. The use of toggle bolts is prohibited. The ~lectrical Contractor shall aim the exterior adjustable lighting fixtures after dark in the presence of, and at a time convenient to the Architect. RECESSED LIGHTING FIXTURES IN FIRE RATED CEILINGS Lighting fixtures recessed in ceiling or wall which has a fire resistive rating of I hour or more shall be enclosed in a box which has a fire rating equal to that of the ceiling or wall. The space from the fixture to the enclosure to be a minimum of 3", and the light fixture shall be provided with high temperature high efficiency lamp ballasts, 3.10 3. 11 3.12 4,01 4.02 4,03 4.04 4,05 4.06 4,07 4.08 4.09 4. lo 4.11 4. 12 4.13 4. 14 4.15 4.16 4. 1 7 4. 18 5.01 5.02 LAMPS FOR DIMMING SYSTEMS A .. B. c. D. Fluorescent and H.I.D, ~amps controlled equipment shall be operated (aged) for 100 hours without interruption, at 100% output occupancy of the building be the Owner. by dimming continuous prior to Energy dimming Provide conduit whether Provide conduit whether saving fluorescent lamps shall not be systems. proper type and quantity of system for proper operation or not shown on drawings. proper type and quantity of system for proper operation or not shown on drawings. conductors of dimi:iing conductors of di11111ing used '" within system, within system, LENS AND DIFFUSERS A. Lens and diffusers shall be completely cleaned of all dust, dirt and fingerprints after the installation of the light fixtures, ceiling, painting, lamps, and prior to occupancy of the facility by· the Owner. BALLASTS -REMOTE (IF INDICATED ON PLANS) A. Ballasts remote from· the lighting fh:ture, mounted as shown on the drawings and designed for remote operation. Additional wiring and conduit shall be provided whether shown on the drawing or not, between lighting fixture and remote ballasts with 'required quantity of "THHN" wiTe to operate said fixture(s). PART IV: GENERAL INSTALLATION DESCRIPTION. Installation requirements specified herein are general in nature and are not necessarily complete. All in-st allation requirements listed may not be used. COORDINATION WITH EQUIPMENT OF OTHER TRADES, Where electrical equipment is installed adjacent to or within S feet of work of other trades, such as thermostats, control switches, and fire HOSI! .:::;.AS11,U!T, INSTALL !::cL.ECf~j.:;>..L OGc\/1.::cb Tc:> present a symmetrical appearance and that equipment will line up horizontal and vertical planes. EXCAVATION AND BACKFILLING required for electrical work shall be.performed under this section, unless otherwise specified, and shall conform to requirements of applicable sections of these specifications and public authorities having juris-diction, HANGERS AND SUPPORTS. Provide inserts, hangers and supports required for supporting switches, conduits, junction and pull boxes, fixtures and similar materials and equipment. Conduit l'' size or smaller, located above suspended ceilings, may be fastened to ceiling furring or support wires in an approved manner. LIGHTING FIXTURES (see Part III) Pull Wires. Provide a 1/8" size polypropylene pull wire in all empty conduits, including those for signal and telephone sys-tems. Identify conduits at exposed ends with tags, Tags shall identify location of other end of conduit. Joints and Connections. Cut conduit squarely and ream ends to remove burrs, Close open ends of condu~t, unless in a closed box or cabinet, with approved conduit caps or closures as soon as installed and keep closed until ready to pull in conductors. Terminate Conduits of 1-1/4'' size and· larger '6","s'h',c·,"",",",~-,e,c.c,ch=g","o"unding lugs where required, or equal. with o.z. insulated Type BLG, Run Exposed Conduit parallel or structure, Bends for conduits used be long radius, perpendicular for telephone to building systems shall Flashings, Where conduits extend through roof, provide flashings as required in other sections of specifications. WIRE AND CABLE A. Splices, Joints and Taps. ,. 1, For wire in sizes No, 8 AWG and smaller, use Ideal "Wire-Nuts" or 3M "Scotchlocks", 2, For Copper Wire in sizes No. 6 AWG and larger, use Burndy split-bolt type connectors. 3. Make Splices, joints and taps, and connections to motors and related equipment with approved solder-less lugs sized for the wire or conductor size involved. Tagging of Conductors 1. Tag branch circuits in panelboards, in gutters, and in junction boxes where unused circuits terminate for purpose of identifying various circuits. 2. Tag feeders and mains in switchboards. 3. Tag with adhesive type of marker manufactured by Brady as distributed by Graybar Electric Co. C, Branch Circu1t and Feedefor all systems shall be continuous from switch to termlnal or farthest out-let. No joint shall be made except in pull junction or outlet boxes, or in panel or switchboard gutters, D, Installation. Thoroughly clean conduit and wire-ways and ensure all parts are perfectly dry before pulling wires. Do not install permanent wiring, without special perm1s-Sion from Architect, until plastering 1s done and dirt removed. Wire shall be neatly arranged and laced together. BRANCH CIRCUIT WIRING METHODS A. Fluorescent Fixtures shall not be used as a raceway for branch circuit conductors except where installed end-to- end to form a continuous assembly. B. Wall Outlets shall not be wired back-to-back. Boxes on opposite sides of a common wall be separated horizontal-ly by a space of at least 6 11 • WALL OUTLETS Wall Mounted Switches and Receptacles. Set devices with wall in outlet box with suitable plaster Install receptacles vertically at +12" from finish to centerline of device. Install switches as +48'', flush ring, floor B. Wall Mounted Telephone Outlets. Install 4" square outlet box with single gang plaster ring set flush in wall at +12" from finish floor to centerline of outlet. Where outlets are for future use, provide a blank coverplate. C. Wall outlets mounted in fire rated and/or be approved for such installation. No allowed except when approved by Codes Department. party walls to plastic boxes and Building FUSES. Do not install fuses supplying motors until the actual nameplate data is determined by visual inspection of the motors actually installed. Contractor to coordinate with motor manufacturer and fuse manufacturer exact fuse type to be in-st alled, PRECAUTION. At all times during construction, use only those fuse types and sizes indicated. PANELBOARDS. Install wall mounted panelboards a: 6-feet_from top of panelbox to finish floor, except as otherwise required. SPARE CONDUITS. Where panelboards are installed flush with walls, extend empty conduit from panelboards :o an a~cessible space above and below, or as indicated. Provide a m1ni~um ~f one 3/4" conduit for every three single pole spare c1rcu1t breakers or spare spaces, but in any case not lesa than two J/4" coqduits for each panel. FIRE-RATED THROUGH FLOOR ASSEMBLIES Through Floor Assembly as indicated on plans for wiring of floor outlets for power and for signal outlets shall be UL listed and have a fire'-rating equal to the floor it is installed in. Through floor assembly shall be Fire-1-200-21 Series, by Raceway Components Inc., or equal. PART V: FIRE ALARM SYSTEM PERFORMANCE SPECIFICATION The contractor shall furnish with and install a complete fire local fire codes and local alarm fire system in accordance marshal requirements. The contractor Specifications, as follows: shall provide complete fire alarm _plans, bid and systems included in this_ construction A. '· Plans must be submitted and permit obtained from the local Fire Prevention Bureau and local Building Department to install the system before any work is started. A contractors license issued by the Department of Consumer Affairs is required. All plans, permit fees, submittals, instruction equipment a~d ~esting material and labor costs to be included in this bid, Plans shall include: 1. The location of all manual pull smoke detectors, flow switches, or devices. boxes, heat or other initiating 5.03 5.04 5,05 5.06 5.07 5.Q8 2. Location of annunciator panel. A panel-is required for S or more manual pull boxea unless waived by the local fire agency. The panel shall b_e located per Fire Department requirements. 3, Location of control panel. The panel shall be located in rooms previously approved by the Fire Prevention Bureau and as indicated on plans. 4. All wiring will be in accord with the 1984 National Electrical Code. 5, Submit the make and model number of all equipment, the State Fire Marshal listing number and identity of approved testing agency such as U.L. or F.H. C. System shall comply with the requirements of the Uniform Fire Code, 1982, National Electrical Code and local Fire Department. D. All fire alarm wiring shall be installed in steel conduit, E. Approved sounding devices shall be provided in each dwelling unit (with bells in the parking garage and outside areas.) The sounding devices shall provide a sound level of 10 DB over ambient noise in all portions of the building and dwelling units(~~ required only ii~ ..Ll.£.!:. agency requires). F. Automatic detection and sounding is required in interior exit corridors, storage rooms, laundry rooms, furnace roo.ms, trash rooms and similar areas. G. H. If the building has an elevator, a manual pull box be provided in the immediate area on each floor automatic detection in shaft. shall with Standby power the system for minutes und~r supervision of is required which is capable of operating 24 hours under non-alarm conditions and 5 alarm conditions, and shall include all devices and the main operating power, 1. Automatically Charged Standby Batteries to maintain system operation for 24 hours in normal supervisory mode, plus sufficient capacity to operate alarm indicating ap'pliances and circuits for S minutes at the end of this period. Batteries shall be supervised for connection to the system and a low-voltage condition. Charger shall be able to restore a fully discharged battery to 70% capability in 12 hours. I. An approved permanent sign which reads "LOCAL ALARM ONLY CALL FIRE DEPARTMENT" shall be installed by each manual pull box, J. "Inspections by the Fire Prevention Bureau ar~ required for the rough wiring and final test. System shall be inspected and checked by installer before calling for final test. The Bureau shall be notified at least 24 hours in advance of any desired inspection. Final approval of the building electrical by the Electrical Inspector is required prior to final test. K. The owner or manager shall be instructed in the operation of the system by the installer, 3 sets of Written instructions for the operation of the system shall be provided at the fire alarm control panel including maintenance manuals. Conditions: All the applicable requirements of Division 2 and Division 16 apply to the work of this section. Scope: A. Work Included: All labor, materials, appliances, tools, equipment, facilities, transportation and services necessary for and incidental to performing all operations· of the work of this section, complete, as shown on the drawings or specified herein, Work includes, but is not necessarily limited to the following: I, Examine all other sections for work related to the other sections and required to be included as work under this section. 2. The General Provisions for Division 16 apply to this work and is specifically included as a part of this section. 3. The entire system shall be supported by Engineering Documentation including: a. Floor plans showing all devices, conduit runs, wire type, fill and rough-in requirements. 4. b, Riser Diagrams showing all devices, Controls. The equipment and services described in specification represent those supplied supported by Simplex Time Recorder Company. SyStem Description FCAP this aod A. The Fire Detection System shall be responsible for continually supervising and monitoring by zone, the following initiating and signalling circuits designated: 1. Manual Fire Pull Stations. 2. Smoke and/or Heat Detectors. 3. Sprinkler Flow Alarms (furnished and installed 10 other sections) and including 120 volt power for alarms. 4. Sprinkler Valve installed in other 5. Elevator shafts, Supervision sections). 6, Alarm Signalling Circuits, (furnished aod B. The system and equipment furnished shall be of the manufacturers latest model; listed by Underwriters Laboratories, Incorporated UOJZ, approved by the California State Fire Marshal and in accordance with NFPA for use as a local signalling system, The system shall be installed in accordance with the applicable provisions of Title 24, C.A.C. Part 3, and Appendix III- C, Uniform Fire Code -1982. Contractor shall submit approved plans/specifications (approved in writing by the local fire agency) to _Engineer for final review prior to acceptance for use on proJect. P~ans shall show locations of all fire alarm devices, panels, riser ~iagrams, conduit sizes and routing of conduit/wiring system throughout project with physical sizes and mounting requirements. Engineer/Architect reserves right to have fire alarm devices, conduit/wire and panels relocated due to construction coordination and also-annunciator panels revised if not in architectural compliance due to appearance at no extra cost to Owner. Fire alarm system plans to be designed, approved by local fire agency and submitted to Engineer/Architect for final review 30 calendar days from start of construction date (or subject to rejection and project delay penalties), END OF ELECTRICAL SECTION" 16000 -r I I I <J DATE G-rl-B7 DRAWN K.1.-. I I I I·' . Ji