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,, ,, 11 I 'I !/(~~ \ i c::~ -~-~- ((~'0 r--<>) [> I i-<"-\ \_ ) I I ! I \ ----~:::..,,/ l_j 1,--"' 1. lJ ~ ------...._ \\ i\ ii ['\ \\//\\1/ )) I \I / I ' I • \.'~) I• \I// I_/ Li ··-----✓ ____ ,/ :i·) ·r T l __ i L=--...:.:::_:] ' I \ ! I ;. \ / \ \ I '--" \ Lr ___ \ \ '-' -~ • 1,r \, ",,,·· l'ii )--,!:' 1,1 )! ,, ,, j_, ____ , __ .1._ ~ I L_ ~----~~=-_] :1 \T- ! i\PPROVED BY 'i:i" ., ,, ' , 111 iii \.. j -\ 1-.. -- I I ... ·-, \ ' ' ----/ / .. 1· ·i 1 i I ( J ,,_ -~· rr-~) _)/ ~ ~ _-_ :-, - I 1· //.:·(\ (1 = ~\.._ (J ---------------------------------------- .li:1-.. [>1 i I / \ / ✓ ' ; i ,.· .. ·-·.1 -------- ·-, ~/4c9~ .. . ------------ TlT]tTTTES 1 ,_ 1· ,, t\, ]~~ ni ---., • ,\~ 1i-i( " ill ' 1~t /:!1 I ,,., r•,I ·-..,,_,,. ·•~-~ ~-1 -\,' ,,\ ,------. ,--\ ' ' I I ' ' I I• ' ' ' 11[,-\I 'I , J --,'! "' I\\ J \·•, ; \i ---, •111·1 I,: I,, !! --,, [ •, / i /1 • ·1\ a••--- I \ ) ,,~\// I -\ .r ' I' l_J, I \,,l. ____ )) ,✓ I \ . ' ' \ I --... __ ~ _ _/ [ ·-, Y0'' 1 i: tl ' " , . .J ' s--::.--77 --~--"· '----·---•-•s--••--·· 1--25-47 ' "'1j /\ ··1j • -a:· .... I "ih I // I /\\~ 1(,f° )(/ -··'! I I\ 'H <' l\1 \~\ --\ / \!1 l,, w j ,I ! \~\ \~\ j I • I .ou, .. _J~ _t:,, __ __ );\<;. '), _/ I • ---1---_, 1r I I ' ' ' TI i:; " I u ,-0 ~ " " n n D 0 " 'i:J 0 TI 0 '< ' / 6 C " < ~ n 0 ., ~ C a $ ., L ,n n p C TI 0 ~ ~ ·0 -~--··- ~ ' T 0 r 0 ~ 0 0 0 D ~ (II .,i TI 0 D D rn ~. " z i5 , z ! ' " . I ' ·' I ' ;j ' ' M ii "' ~I ' I I lNDr:~AT[S A~E.A. SHOWN ON l.OCA 11~)~; MAP \l!CINiT't' NOT "TO SCALE GFNf:RAL ~OTES., VICINITY MAP, cOCA 'fON MAP AND SHEET INDrx SU,O' S0.02 COf'JSTRUCTON NC':"ES AND KEY NOTES. LEGEND AND J\B8f~E\fll\li~)NS 51.01 C-J C-4 C-.'i C-6 C-8 C-g C lO C-15 S'.TE D!:JJOUTiON PL/<N PRECISF GRAOlNG PLAN HORlZONTAL CONTROL PLA.N STREET IMP&;;Dl/f'f1¢ENT PLAN ST/\ 22+-05. TO STA. 25-H)O --rnrn STREE1' STRtfl lf\i:PROVEMENT PLAN ST.\ 251wOO TO ST.I\ 26 Fl 4.25 l6TH SlRfET S"TA 6+14.2! TO ST;; lD+OC PU1UR~ snn:'.~T SITI:: WA.~ER, SEWtR AND ~JR PL.AN STORM DRAl,\l P'ROF'ILFS RETAINING WALL ''ROFILES !iONS WA\1 SECTIONS AN[) DET.AlL.S WATER UNE PNOHLi AND UTIUTY DETAILS ADDITIVE ALlERNATi::S 2 ANO 5 AND STRt?lNG AND SLURRY SEAL PLA~ Ar?CHITECTURAL SITE PU\N BUtD!N.G 6 FLOOR PLA.N BtliLDING e ROOF PLAN t!OOR, WINDOW Al\lD rn,J/SH SCHEO:Ju:s BUILDING 6 INTERIOR ELEVA lmNS AND SECTIONS 8lJ!LD!NG 3· -8 PL.ANS A.ND Ei_EVAllONS BUtD1NG t~ PLAN AND ELEVA'ilCNS DFTMS DfIAILS S101 M,2 M.3 P3 E3.i E3.J E4.1 E5.1 E4,1 8UiWING :18 & 6 EX FERIOR WALL ELEVATICNS FOUND A TlON DfTt\lLS FRAMING OETAiL'; MLCHANICAL LU,D 'illfJ:i iWAC FLOOR PLAflS OFFICF../SHOF P,ND LAB MECH1-\N!C,e1 OET At:...S AGBREVI;\ TiONS, $CHEDUlfS ,6,ND NO FLOOR f:\},NS ··-OFFlC[~ /SHOP AND U\B $YMB0l S AND NOTES il1U, 21 AliD SCHHlUIIS lJ[ TAiL:o srn= PLAN BUILDING 2 f'c.AN:I BUfU),IN0 5 PL.AN UGHTlNG BlJilDlNG 6 PLAN POWER AND SIGNAi BUiLDING 6 ROOF PLAN , POWER BUIWING I PLAN ,~ND BUILDING 38 Pi/\N POYlfE.R Off1CE/SHOP /\ND LAB UGifl!NG OHICE/SrlOP AND LAB PROJECT SITE C!\IIL ENGINEER T}\1C ENG1NEER:NG 1-8 TECliNOLDGY DRIVE, SUiTE 100 lRV1NL. CA 92718 ('7H) 753~ '8 393 ARCHITECT P 1\UL J. RIJF(ING, J\I.A z}(J1 HARGOR Vlf:"W DRlVE COf~DN-A DEL MAR. CA 92.62ti (714) 64{LQi1~08 SKY ENiJlNEl]~S 1 :d7~1 B:l-1RRAN'C/i., PAF!<WAY, SUllT: .t\-20! IRVl~!E, Cl\ B26Ja (Tl 4.) 727·-90 ?O GI . .UMAC '.NTERNA ilONAL 6{l CORPORATE PARK, SUITE '100 1RVl}E, CA. 92606 (7·4, -8'"-"1"0 f ·} ,.,~.i ..., ;;i CONVERSE. CONSUL!AN"JS ORANGE COU!'<tTY 152&5 ALTON PARKWAY, SUITE 'IOIJ IRI/INE, C11L<FORlllA 9?718-,30 I {714) 433-2.880 FAX (/14) 646-5204 50UTHFR!J CAUFOflNIA GAS COMPANY SOUTHr:R~J CAUFOR~I,\ EU:SON C(lMPPNY fAClrlC TELEPHONE COMPANY CITY CF ¾iEINPORT EWACH (UTILJTiES OEPT,) COUNTY SANITATION DISffilCTS Of ()RANG( COUNTY C.OMCASf GMJLE\'1SlDN COMl~UNI f'/ CA8i.FVIS!ON IJNDERGRm!ND SER\~C[ ALERT DETAILS Underground Sen,ice Alert _QF __ BEARINGS, ,BENCIIMA,1;:K: NllMBERi:l 034-G.251 895-tlnl 611 644---3,(H 1 962---2-411 542.--·62.22 542---3975 .~\TER 5: 00 PM 72{]-t,.040 1-BOD·--422· 4!3.3 A.12 BtJILDiNG 8 FLOOR PLANS Coil: TOLL F'RE[ 1-800 422-4133 BASED ON ..1-VJ !\!VERSE HE:H'r'EEN O.C.UJl.A. G.P.~;, ,0 0!NTS 62.31 AND 6258 LOCATED Al t~ttt1 & WHITTIER ,¾ND ':7th &'l1'l"li"f1lf::R RESPtCTIVELY O,G.ll,M, ELEV. i10A-17 ADJ '19-76 A14 BUil.DiNG 6 ELEVA IIONS 8lllLDINGS: UTlUTlES YfoiW 948 WEST 16TH SffiEET l!E\WORT GEACH, CA. BUILDING 2 B,UlLDiNG 3 BUILDING 4 EfJLOIN,G 5 HVIWING 6 frJiLDIWG 8 I\U:O.W, AREA S,000 8,00C H,000 SF S.,OOG SF ?4.,IJOD SF NE'// CONSTRUCTION: TOTAl BUIWING 2 BUILDING 3B BLIIWINC: 6 BLlilDING 7 BUllDiNG 8 8,00D SF 24,000 SF 24,[)IJO SF AREA 1 ST FLR 2,400Sf '2ND FU~-t 400 SF 7 4,, SF 4:s75 Sr 5,200 SF 4A80 SI: •t,243 SF ~~.~jfJO SF 10,0SD SF 672 SF, f~ENOV. 803 st·, NtW s,oos sr:-, EXPJ-1.N. 8,000 SF, NEW 1,soo sr, ~umv. --------------- CONST. nl'E V-N V-N V--N V"-'N '1--N SPmNKLED V-M V-N V~N SPRlNKLED V~,N SPRtN!\LED V-N SPRINKLED t!OT TO SCALE S-3 c-, ___ 7. '" -~ B B/)-2,~i-J S 2 B,S-2 Ci?tl III Su:n'l'Jirn._g w. Pb.nnlng i 11 Tf:drn:::ilr.l_gy Dr>Y~!, Suit<! l01D frviID.e, CA S2tiL£! l';'i3 ftffJ:J 1:'fl.X (7H} 'l5:1--91{-Z2. I. 2. frlL CON ffiACTOI~ Shiill.. BE FAM\Lt08 \J!JHH THF PHOJEC:' SO!LS !~EPOR! 'JrCiFD "'REPORT or GEOTECH~.lf:AL EXPI..ORAllON GROU~tlWATIR DS:VE~OPMD-iT f.'.IFWJCCT PHP.SE !I EXP,a,NSIOr,(' BA TED NOYEMBf:R 3, 199:i A,~m A~~y Sl!PPLUilt:NTS PREP.i\RED RY CONVERSE CONSULTANTS. AN~' "G[NERAi GRADING S~EC!FlCATiONS~ NC:TE SHG\VN HER£0~i Ft~1T CONFUCTS Wll'.H THE SP[C!AL f'ROViS!ONS SH!\LL l?[ SUPERC[DED BY F1E SPE:C.V,l P90\/'.SlONS. j_ ALL WORK SHALL CONFORM ro CHAPTCH 15 OF THE N~:WPOFff EEA{:il MUNICIPAL C:ODE (NBMC), "lHE ?N:O.JFCT SOl[_S l~EPORT AN!) SPtOt-1 REOU,REMENTS or THE Pt:RMIT, 4, SANllARY FACIUtfS SH/l.Ll BE M;\IN{AIN(D ON lt![ co~:srnu~;l:GN P[H!OD. DURING THE \. 4. 5. 6. WURi< HOURS ARF.. UMlffD FROM 7JJO 4~1 TO O:JO PM M0Nf>.4Y THROUGH 6. FR10AY: 8: 0/J AM TO 6-: 00 PM SATIJRDfo.YS; At✓:") NG VJDHK ON SUNDAYS AND HOUDAYS PEFi'. SECiJON 10-'.!8 OF THE NBMC. NOiSE, EXCA'V1\TlON, D[UVE/f'( .'\ND REMOVAL SHALL E::E CONTROLLED PER S1:CT!OrJ 10--28 OF THE. NBMC, 7. 8. TH[ STAMPED SET OF .;l,PPROVEU PLANS SH/iLL BE ON ~E JOB Si TF AT £3. ALL TIMES. Q. PER\ilTTI::E AND COrHRACTOR f\f~E RES?ONSIQLE FOR LOCATING AND PRO!l:\~lll'iG [XIST!NG IJTIL'.llES. [Zj APPRO\i(i) DRAlNAGE PRCNiSI-ONS AND Pfi:DTECPVE: ME.il.SLJRES MLST BE USED TO PROTECT ADJO!'NIN·:? l'.,f~0(3ERTIF5 DUR!NG G~ADJNG O" ETi., 110,. CESSPOOLS f!,NC SEPTiC TANKS SH?.LL. BE ,A:BANJOND[D IN C0MPUANCF WP¼ !HE UNIFORM PLUMBING com: /\ND APFROVED 8Y THE BUIUJ!NG (WF\C:AL. HAUL ROUTES fOR IMPORT OR FX?ORT Of M,t1J[R1A.lS SHALL Bt: tfl?t(OVfW BY '!HL Cllf TRAFF:C E~GiNEtR Al'4D PROCEDURES SHA~L CONFORM W!TH CHAl'lfR 15 OF fllE 1✓8MC. POSl11VE. DR,&.INAGE SH,.'l,r_L_ Dt~ MA!NT.AiNED 1\WP,Y FROM ML BJiLDll✓G AND SLOPE ARE.~:i. FAtLUR:E TO RFl1U[ST !NSPEC:lONS ,A.NO/OR riAVE RD.10\i/:,filf EROSION COi~TRCl DEVJCES 0~ --S:TE t.T THF ,'.\PPR;JPRIA ff ]MES SH-Pd.I_ RE.SUL.! lN FORffl rur:r: Of Tr{ CONSTRlltTION S:TE CLEANUP DEPOSIT 15. ALL PLAST}C DR~!NAGE PIPE SHJ,,LL. CONSIST or PVC OR ABS PL1\ST1C ANO EnriER ASTM 27 51, l\STM D'\5,27, ASTl'A 05034 OR ASr:M Dn85, 16. NO p_0JNT, PLASTER, CO.iENT, SOIL, MORTAR OR [({HER h!E5lDLJL SHAU SE AlLOWF;D ·10 ENTER STREETS. CURBS, GUTTERS OR StORfJ DRAINS. ALL MATE:RJA.L AND WASTE SHAL:_ 8t RfMOVfD FROM THE SfTL :,!8"1fC 17.32.020 17, ALL S fORM nRA.111, SD\/ER ANc WATER PiP(S SHALL 8[ BE~DEil IN ACCORD Wl1H CITY OF" NEWPORT !:!LACH S:fi-·-'\06--L tlEDDlNG SHALL. BL GLASS 2. EROS!ON_ CQNTR_O~ i, TEJ,1P01~ARY Ef-i:OS:0N CCKTTWL PLANS ARC R£QU!KED F'.{OM OCTOBER 15 MAY "15, 2. f30SiGN CONTROL D[v:cr:.s SHALL BE AVAILAB~.E GN SIT[ BE71JVEEN OCTOHf:}t 15 .A.NC MAY 15. 2. 8ET\NEi:N OCTOBER 15 ,!\ND MAY 15, r~ROS!ON CONTROL MEi\SURES ':lHAU_ Bf IN f'u\CE AT T~E EN~ OF EACH lNORKJNG DA\ WHENEVER TH.F fl\/[ DhY PROBABILITY OF RAIN EXCEEDS 30 PERCENL DURING I,E REIIAINDER CIF Tri£ YEAR, THEY SHAU. :BE IN PLACE AT THE ,:Jf Trlt WORKING DAY \\l'EN'\/Eil !HE D~.ll Y RAINF A!l PRG8Allll TTY fXCEEDS 51,} P[i1CENi. LANDSC,'F'ING l':1\NS SHALL BE SiJBll,iTTED CCJR ,~PPROVAL, WORK COMPLETED ANu A CtR !W!CAFE Of C'.lNfORM.'INCE RECEl\1E:l BY THE C:TY GRADlliG EMG!NEER PRIOR TO ClOSURE or PERMIT, UN\JSS WAIVED 8Y THE CiTY GRADING ENGiNE[Ft TEMPORARY DE:S!LT!NG 9ASINS, \IIJFE)-1 REQUIRED, SHAW. 8£ i~SfAU .. E;) AND MAlrlTAiNcD FOR THE DURATIO~ Df PROJECT. A l'R[ -GRADING MEE17NG SHALL BF SCHEDUL~D 48 HOURS PRIOR TO srnRT m GRADING tfi!TH THI: rnuOIIING PEOPLE PRESENT: m,Nrn, Gi~ADtNG CCJNTRAC":flR, OES;CN ClVIL ENG1NE:EF, S01LS ENG!NfER, (;EDUJGIST, CITY GR!,rnNG [NG!NEn~ OR THEIR RE'PRtSE:NTATlV[S. REQUIRED flSLO INSPECTIONS WJU_ BE OUTUNCD AT TTJE MEE"ING. A PRE-,PA\1NG MITTING SHAi_t. BE SCHEDULED 4·8 HOUF'.S P\~!OR TO SIART OF THF SllfJ-GRADE P1'ti'ARAllON FOR T~E PA,1'1NC ~11 l'c THE CGLLOWiNG PIJJ!'i_,· i''RESENT: OWNER:, PAVING CONl7lsCTOR, DESIGN CML E1'!ClNEER, SOILS ENGINEER, CITY GRADING ENGlNl±R OR THEIR REPRFSHfiAHVf:S. REQUiRED FH:1D INSP=CTJONS lh1U_ BE OlFTIJNED AT TH,: MEE11,\G ["71 it::... __ l INDICATES NO'Jt IS NOT APPUC.\81.£ 10 THIS PROJECT ,7:-7·,-~·-r~,._,----------m~=-""""""_ "''" ' ' ' 9, 10. 11. 12. n. OH00-1 SHALL BE NO STEEP::}: ffiAN 2 HORilO!'!TAL TC ·1 VFRT!C,4.:. F!1.L SLOPES (·:m,FAClED ro 110 THAN 95 P[RGt)ti ktLATlVE COMPACT:ON OUT ·;0 lHf F!NiSHED SURfACE. }\:_\_ SHALi COMPAClIC THr~OUGHOLi T TO A M!Nli~UiM rn: 9!5 PtRCDH RG.A ]VE GOMPACT!ON DETERMINED BY /\STM TEs·r METHC:C AND APPROVED G':' THE SOil$ Ei'JGlNErR COMPACTION RSIS SHALL BC PEI\FOi~Mi~D f\r'Pl~OXIMATELY E'JERY T/10 FEET IN Vf}~!lCA~ >-iDGHT ANO OF SL]fr:citNT QUANTlTY TO A TEST f,iE JV'ERALL. COMPfoCTlON EFFORT AP?UED iO THE FlLl i•REAS. AREAS TO R.ECE!IJ'E flLL SH/\Ll 8E CLE:ARES m· ALL VEGETATION ,ti.ND DEBRIS, SCt•.J~1flt:: l-\N[') i\P?Rov::r: BY THE SOILS ENGINEER PR!OR TO PL1\C!NG OF THE Fil:.. nt ShP.LL BE r;,[YED OR BENCH[C !NTO CrnAfillENT MATERIAL, ALL EXISTiN'.; FILLS SHt,LL BE APPROV[D BY SOILS EMG!NEER :JR R[MOvED BEFORE Ail['( ADDl'nONi\L f!LLS ARE ADDED. ANY EXISfJNG IRR!G/1,HON UNt~S /\/\JD Cl'STE:RNS 5HJ.\LL 8E f\CMOVEO OR Cf:USHrn !N PLACE AND BAGKFlUFD ~ND AP?ROVED BY fHE SlliLS ENGiNEER THE ENGINt.lRING GEOLOGlS:1 AND SO!LS f~NGlNEE.R SHALL, A.FTEH CLfr\RiNG AND PRIOR TO rHE Pt.t .. CH/4ENT 0~ FH. L IN G.ANYONS, !NSPEC f" EACH C,ANYON FOF{ AREAS O"f ADVERSE STA81lffY /\ND Df-'TE:~MINE n1t F1RESENC[ or, ClR POSS1BtUTY Ob Fu·:uRE ACCt!MUL.A TTON OF. SUH:SU!{FACt:: WA IER OR SPRlN(, FLOW. if-Nl:IDU}, DR.A.IMS W!LL Bl !)[SIGNED ANi) CONSTRUCTED ?RIOR TO THE PU,C[Mf],rl OF FILt. 1N EACH RESPECTJVE CANYON. THE EXACT UJCA!lQI~ OF THE S:JBDRAINS SHALL BE SURVE'ffD 1N Fifl..D FOR UNE /i.NO GRADE. ALL TRENCH E.tACKFiLLS SJ~ALL BE COMPi\ClEtJ lHROUGHCUT TO A MINIMUM OF 90 P["\CENT RELATIVE COMPACTION, AND APPROVED BY SOILS [NGINffR. lHE BV!LlllflG Gff'AfllMENl MAY 'l!:llUIHE COii.lMC OF CONCRETE FLAT WORK PLACED OVG\ UNFS1[D 8ACKFJLLS fO FAt:lU~ATE TESTJ!',J:G. :HE ScOCl(PIUNG Of-IXCFSS MATERIAL SHAI L 8[ APPRO\IED BY THE CHY GFLilJJlNG ENGINEER l.ANDSCAPlNG Cf 1~.LL SLOPtS ANG-PP,DS SHALL CHAFER 15 OF THE ¾!@MC. :N CONFORMANCE. W1TH ALL V,Jl SLGPES SHALL BE !N\1'ES1lGAfE) 807Jl OUR!NG r\M) AFTER GRADING BY AN f_NGIMEERING GEOIJlGlS'. TO DETERMINE I:' AN'/ SL\BIILITY PROBLEM Fxrs·:·s. SHOULD LXC1\Vl1:ll0!¼ DISCLOSE: .ANY G[{)LOG;C'.AL tM2),RDS OR l10TENTiAL GEOLOGICAL :--lAZ/\f~DS, THE ENG1NkTR!l\iG GEOd)GiST SHAU~ RECOriMEND ,AND SU8MIT Nf-:CESSAf<Y TREATMENT TO THr CliY CRAD:i'•JG ENGINEER FOR APPROVAL WH[RL SJl)f-JfJRf :JF< 8UFRESSING OF CJl AND NATlJRAL SLOPES iS DETERMINEO 'TO Ri: ~ECES:$ARRY BY THE f:N.GlNffRIN.G GEOcOG:Sl AND 30!LS C,GlNEER, THE SOILS ENGINEER \llLL Off! AIN APPROVAL OF DESiGN, LOC,o.TIDN /i,ND Cf11CULA HONS FROM THE CiTY GRADING [NG!NEER PRIOR TO UJN5HUG'ROr,. HlE EN:G:NEtR!NG GEOLOGIST AND SO!LS ENGi:"JEER SH1\Ll INSPECT A.ND TESl lHE CONSTRUCT10N OF All BiJ TTRESS FTllS AJlD ;\T~ST YO "'1Hl SIA81LITY OF THE SLOP[ ANO ADJACENT s,,:,cnJRES UPGN COMPcETION. WrlEN CUT PJ\CS ARE RROUGcT rn NEAR GRAD[ TH( ENGINEIRiNC GLOLOG',T SHAU, DETERMINE Ir lHE' BEQROCK IS EXTENSIVELY FRACll!'lED OR Fi\lJlJFO AND WILL l~EAJILY TRANSMIT \VA1ER.. If CONSIDERED N[C[SSARY HY TH[ ENGiNEER!NG GEOLOGlST .ti.ND son.s E:~GiNEtR A CGtiiiF'.A.CTED FtL BLANl<ET WiU~ Pt.ACED lHL ENGINffRIN3 Gf:OLOGIST S~ALL PERfOl<M Pt'RIODIC INSl'ECl7,1\:S i)UR!NG GE~AD!NG. \1011FiCA T!ON m~ NO~N.:Or11FI..IANC:E: 1F, :i\l THt. GO~flS[ OF FULFiLUNG n-1E!F{ RF:SPONSlBIUT''(, C!l/ft E}WiNEER, SO!LS ENGINEER, TH[ E"GIN[CRING l,'EOLCCIST OR 1l1E IESTINC AGENCY FINDS THM THE WORK IS NO'T 82,NG DONE' iN CCiNFORMANCE \i!;H THE APPROl<i'D GRAD!NG PL1\fi$, TH[ DISCREf'ANC!E, SH,',LL BE liEPORTED MMtDIA ,ELY IN WllifiNG TO THE PERSON 11'1 CHARGE OF TH£ GR!\lllNG WORK AMIJ ·;o THE CITY GRADING ENGINffR_ RECDMMfNDAT!OrlS Hll1 CORRECTIVE MU.SU.RES, iF NECESSARY, SHKL B[ SUBMI nm ,o l'HE CITY SRAlJiNG ENG1NE[R F1)R APPROVAL 1. AN AS-·-8LlU GRADING PL.AN SKALi_ BF f0REPAl?UJ BY THE CIVIL ENGIM[[R iNCLUDING ORiGl"A:_ GROUND SURFACE ELEVATiONS, A_:'.>--GR.UJJEQ GROUND SURFACE EH'.VA'TIONS, -urr 1)[~i\lNAGf PA17LJ,;'.NS ,ANO LDC,!{ TJONS, AND Eu:::v,1.r:1◊NS OF Ai._L SURf ACE ,A.ND S'JEI-SURF:\CF: DRAINAGE FAOIUllES. $~ALL PROVIDE \\RlnIN .APPf,OVAL YHAT TMf WORK WAS DONE IN ACCORDANCE. W~TH ffl[ flN,i\l_ Al"PROVEil GRADING PcAN AND S1Aff. 1HE NUMBE\l OF YARDS OF CU' /'Nil/CIR MOVED QURING 7}1L DPt'.RA-llCN. 1. fo, SOILS GRADING REPQRl :1REP:AR[D BY THE. SOILS ENGINFIR, !NCLUDl:NC lOCPJ!OMS .i-\NU El.fVATIOH 0t r-lE.L.D DtNSITY lTSTS, SUMMARIES or Fl[ID ,,ND LA60RA TORY RESULTS A~D OJH[R SL!tlS~ANllAlED DAT~, 1\NO COMMEJffS ON ANY CHANGES MADE DURING @l\DINC AND THEIR [FFECT ON TH[ RECOMMF'.NDAlTONS MADE IN THE SOILS ENG>NERiNC INV[S'lcA l!t1N REPORT, 1-iI SHALL PR0\1DE c'NITTE~ APPROVAL AS 11'.l Trlf_ ,IDEQUACY OF THE SITE FOR THE INffNDED USE Ai'ID CGlmP!_[llCM OF WORK IN ACCORDANCE MTil lliE ,i08 SPECIPlCATtONS 3. A G£0LOG!C GR.A.!J!N'G Rt.PORT PREPARED BY THE ENG!NEIR!NG G[OLOGJs::, INCLUDING A !INN Dl:SCRIPT!ON OF THE G[()LOGY OF i-H[ SITE, INCLUDING ANY NH/ !NFORMA J10N DISCLOSEO DURlruC Tc,E GRAVING AND fME EFFEG" OF SAME ON RECOMMENDAilONS li'I.IGtlf~POR/HED !N TH:";: APPROVfD GRl\0.:MG PLAN. tff SHMU. F'~OVlOE Wr'fffTEN APP~OVAL ,l\S ro THE ADEQUACY OF THE: S!'ff r~QR !NTENOf.D USE AS AFFECTED BY GEOLOGIC F Acmns. i I I ! ! I I l l I 'Z'.'fl ·"i'\ ',lli',, ''" ~-\ 'U!l. '·" .~ ..J r ~ _r __ -, \I ---_l_ ,[ i : -.' 1.·, !-i 1-U ill i I: i', \I.I.'-; Ii· i-I !i .I: ',i-1 '' ,,, ,, ,. I I'• L ,: ,:1 ':LU i)lA. ')ti-' - I ··.r :. -,,, I r,i i:· --r1 , I l'-'ilf\i., r) •',!\ •\1·;,D.H. 1):'.:L1\1./\ l ) ,' r• '',-,_, __ [}'.': i-,: _/1_'_, :1_:: j"•{1~. \-W,11 V 1,'/U-::<;:: t.'.•-~;UCIATltJ/,! '' :·;}i"J CU[\V[ : .. ,-. -) l U.1\'J1·; -,:-111:1~ui,1[ ::: , Y" ur-l•.IEl-'i.f'ORT i\GH 1_;(:.l~l<UCAllU iJ;L i'i\L 1.1H'l"" CdHIC ITJ:T i-'i:J: (.;_J).l["<'.\ ;_::Jl~H M1.1D CU i''fl-1< :·:urmF,1-\;:1~ ~;OHCf<ETE ;,1 ,t,,'.:;;m\. 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DUA/!. /JV Li!.. n (;;· _ti}()i/Nr; _C,'j-/{)!,i1f'I /i\f r)\IB S/l)·-·)Ol-/ .':ilV-,20'!---·!., ;:/CO/LY .-~1/\_!,,i!J/lr:.'1) YO :/V(l_/_1n:: /·J-w:1 (?) 1 UM!N/i//,//::7 /iNi'J OU/11 '"c\..fi//..-.: t;\:c1Cf;":~T ,-:ii/~:/. (\iN'.':liili1:·r !U!i.LD' :~'ONn('C7{ (D01S'f\i, i---:',~~r; .DFl/1H J.,\i f_J})J Ct (UO!'JNC S.-'-i'D!~\1\1 ,'/-,· i.}ifi"" 30-){•? ··i. ,,,,,,,(, ,,,-''//' /f''•//•1-'J.C' ,] !/-•" (,v/'.'/':~~!,-: ._? !_", _,,'i,;:.'J.'i/lil:• }~-1,. ',• r/.:!/\,'d_ ;/;,.-1. PCd l:L~"(ii'?i(Ai (1/ .1vr_ r°.'i .-,vv:) ;,1) /.i-?r11.1 r1/i/'//-.i --·,\.'-1 re r::,n Dt}J.'.?r::r:,vc.-s!'.'· !'"!--;~-, /--u>c);;v /]/ J.',' F1 ','. ·''.L T(;-(\i/i :,T' i;/0 .,',Ct:.1 ' ' il\l:.,'i/L.,~ ('{JU (_/'1L /Wow:· i~~."~f'(,'//i\1!) DEf/Ft 7/1N/( (( ··:_:i;,,'l•Y/.! ( Oi<' ~il-'-'-.,F/O~,ffJ e_;(.1A!.) l<T ;;, !.':" SP{(,/{!(\ i,i(.:1'/;: 1~'1/'.,'J/'-LL (,:~1sBcn·· '.,[](JES !OOfJ nLTr::r/ .;;,:";'T:}i /\/l/'-YO!;/J""'.1 f;.;i (.'(1\,'S.rrd;'(,'/ ((' .,,.,~c:.c. /Ji\D (J({' X .,;)/').-ON ({/)f:S/,j, W/D[ WH/lE /,:(' CON'.~ //{,I:( ( :<'..1l/iJ (/ y· :.:-;;j>,,' ,1 'i' 1_·;· ,),',1-(~i /i,::..:011/,,:D r-F}dr--';•{i';', COt\lSJr.'U,'T ,-; /-~·'<'iC ~.-1.-?t.1 n·er n _,u,:._H i"_J\1i; s.10--f/J.?-.,: ' ' ' I I i i ,I ii I ii I' ll ii !l 1: !I ,: ,, ! :1 0 0 0 0 0 0 0 0 CONSTRUCTION NOTES SAWCUT AC PAVEMENT 1-1/2' MINIMUM DEPTH AND REMOVE EXISTING 6"AC/6: AB PAVEMENT SECTION SAflCUT AND REMOVE 6" PCC DRIVEWAY AND INTEGRAL CURB. SA flCUT AND REMOVE 6" Rf/NFORCED PCC PAVEMENT SA flCUT AND REMOVE PCC CURB AND GUTTER. RfLOCA TE EXISTING LICHT STANDARD AND PULLBOX. CONSTRUCT NEW FOUNDATION PER CNB STD PLAN STD-202-L-A. EXTEND £X/ST/NG CONDUIT AND CONDUCTORS PER SIT£ ELECTRICAL PLAN. REMOVE AND RECONSTRUCT SLIDING GA TE PER DETAIL ON SHEET C-11. SAWCUT AND REMOVE PCC SIDEWALK. REMOVE 6' H MASONRY BLOCK WALL AND FOOTING KEY NOTES PROTECT IN PLACE ITEM NOTED SAWCUT AND REMOVAL OF CONCRETE MATERIAL BINS TO Bf COMPLETED BY Tiff CITY OF NEl'IPORT BEACH (ADDITIVE AL TERNA TE BID ITEM NO. 2A OR CONTRCTOR {ADDITIVE ALTERNATE BID ITEM NO. 2B) 20 10 0 20 40 SCALE IN FEET 1 inch = 20 rt. ---7 I I I I I \ \ ------t,---------+-- 1 'vT NO 5993 11 II II ,'I II II II I II II II I II II II ; I:: II II I If 11 Ii ii Ii I i1 11 11 11 ii 11 11 11d 11 I I 11 11 II I 11 I 11 i I I 11 : I 1: 'I I I / / / I \ I \/ ,Y ~ ;.::.:a L.11 OC) I I I I I m I I~ -_ -=r_ l _ _..r'I .... PUMP STATION BUILDING / / 1()fi.1U // -----------B"D-- - -_/ I I N0.49884 P. 9/30/0 DJ;f Engineering Civil • Surveying • Planning 18 Technology Drive, Suite 100 Irvine, CA 92618 (714) 753-9393 FAX (711) 753-9322 PLANS WEPARED UNDER lllE ~P~Sl(l-l OF: ___,/'c.941" 7,/f'.~ 'f--ZS-97 SCOTT M. v.1LSON RCE 49884 DATE DRAWING FIL[ I OC::.I\TION. SBOC-1.DWG + 6BOT0?01.DWG DA TE BY I I I I =·= 3 (Joe,;s FFl / CUN /HCJL POiN T NO. 4201 /l,. I WATER METER ~ □ @-IT STANDARD 7" WA I tH AND PULL BOX A TE MOTORL/GHT STANDA/t. AND PULL BO GA TE lOOP Dlrii. INLET I C'-- - - - - - - - - - -6" S I ·' • --i.--l--_:_ --------1 ---- II f----:V'v'V"'~--K--~/~~~-~/,St: : --, /// -------s--·-t------1 'f '=-~~~-_ ------==--=--: ~,7'7C7v<::",Xv'C} /'cv,> ,,..0<v?'. ((,/' Xj)SXl)<f I I I : i -l --" ,_ -;" c-0--, 1 - I .,,_ \ \ I I l COMMENTS RFVISIONS \/',./V'V'•✓v'VV•/V/lv'v'v,cx>(~✓'l,/~ l : : \ I I VALVE CAP /'-. /'-./'-. /'VV'• /'V 'V" /lv'V'V'-./'\,,(',x:)/'V'~ I_ A ,"-. /', .Al.Al-J _. I I I --[----- /v'V'V'-✓'.,0/(X'.)(::X'.)<7;:;'-.'.)'vf'vtC -'CON .CJL I CJ/NI IC. 472 EXISTl'IG BUIWl'-IG FF = 108.0 ± APP,OVED .. t~O. 46214 4-25-97 ; : i'-.J: C"' • lt---t---t-------1-----1------t-~ I 5" S ___ L I r- A I--/----. 11 • EXISTING CARPORT UIS-NG BUil FF = 108.2 I I I' I I C-3004-DD UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II SITE DEMOLITION PLAN CITY OF NEWPORT BEACH W-5257-S C-1 PUBLIC WORKS DEPARTMENT IIHEET 4 OF 65 I' I;' . . i i I; C I ~ ' □ I D z p 1. I I' I I ,, Ii. I I , I ~ I .; □ D z ,, I I Ii, . Ii \I •I: i! 1:, 1-! V I ,, I• I I ® ® &@ s ® @ CONSTRUCTION NOTES REMOVE AND RECONSTRUCT SLIDING GATE PER DETAIL ON SHEET C-11. CONSTRUCT 4• A.G. OVER 6" A.B. CONSTRUCT 12" DEEP LIFT A.G. CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER CNB STD-161-l. CLOSURE OF TIIE EXISTING DRIVEWAY TO TIIE UTILITIES YARD WILL BE ALLOWED FOR A MAX/UM OF rwo (2) WEEKS. CONSTRUCT 6" PCC PAVEMENT WIT// 6"x6"-Wl.4xWl.4 W. W.M. CONSTRUCT 6" PCC CURB TYPE B PER CNB STD-182-L CONSTRUCT 6" CURB AND GlJTTER TYPE A PER CNB STD-182-L CONSTRUCT 6" PCC OVER 4" A.B. CONSTRUCT 4' ilfDE PCC GUTTER PER DETAIL ON SHEET C-10. CONSTRUCT 6'-D" H CMU BLOCK WALL PER DETAIL ON SHEET 14. CONSTRUCT 9'± H CMU BLOCK WALL PER DETAIL ON SHEET 13. -C/3 -@) MATCH EXIS77NG WALL HEIGHT AT EAST SIDE OF GA TE. CONSTRUCT 36' X 36' GRATE INLET PER DETAIL ON SHEET C-10. SEE PROFILE ON SHEET C-12 FOR DEPT//. CONSTRUCT 36" X 36" GRATE INLET PER DETAIL ON SHEET C-10. SEE PROFILE ON SHEET C-12 FOR DEPT//. CONNECT TO EXISTING PVC RISER PER PROFILE ON SHEET C-12. EXTEND EXISTING PVC IRRIGA 770N SLEEVES UNDER DRIVEWAY APPROACH. CONSTRUCT 36" X 36" GRATE INLET AND RISER PER DETAIL ON SHEET C-10 .. CONNECT RISER TO EXISTING PRECAST CONCRETE MANHOLE SHAFT. CONSTRUCT 18" RCP (2000-D }. CONSTRUCT 12" PVC DRAIN LIN£ REMOVE EXISTING RISER INLET AND EXTEND EXISTING CONCRETE PRECAST MANHOLE SHAFT PER CNB STD-309-l. CONSTRUCT CMU ENCLOSURE WALL "c" PER DETAIL ON SHEETS C-13 AND C-14. CONSTRUCT METAL HANDRAIL TYPE "A• PER APWA STD. PLAN 606-0. LIMITS OF HANDRAIL PER PROFILE. CONSTRUCT CMU RETAINING WALL PER DETAIL ON SHEETS C-13 AND C-14. CONSTRUCT METAL HAND RAIL TYPE A PER APWA STD PLAN 606-0 LIMITS OF HANDRAIL PER PROFJLE. CONSTRUCT CMIJ RETAINING WALL TYPE II-A PER DETAIL ON SHEET C-14. TOP OF WALL AND F0077NG GRADES PER PLAN. 20 10 CONSTRUCT CONCRETE CAST IN PLACE MATERIAL BINS WALL "[" PER DETAIL ON SHEETS C-13 AND C-14. CONSTRUCT METAL HAND RAIL TYPE A PER APWA STD PLAN 606-0 LIMITS OF HANDRAIL PER PROFILE. CONSTRUCT 6" PCC SLAB WITH /4 @ 18" EA. WAY. CONSTRUCT REINFORCED CONCRETE STAIRWAY PER APWA STD PLAN 640-0, TYPE B, CONSTRUCT METAL HAND RAIL ON STAIRWAY PER APWA STD Pl.AN 606-0 TYPE A, SEE PROFILE ON SHEET C-13. ADJUST MANHOLE TO GRAD£ REMOVE EXISTING STEEL TOP Pl.A TE AND EXTEND EXISTING CONCRETE PRECAST MANHOLE SHAFT PER CNB STD-309-L AND DETAIL ON SHEET C-10. SEE PROFILE ON SHEET C-12, AND/OR TOP OF EXIST. MANHOLE SHAFT UEVA770N PER PLAN. ADJUST UTILITY VAL VE CAP TO GRADE ADJUST PULL BOX TO GRADE CONSTRUCT EMBANKMENT. KEY AND BENCH SI.OPE PER DETAIL ON SHEET C-10 AND SPECIF/CATIONS. CONSTRUCT MECHANICAL SUD/NG GA TE SYSTEM PER DETAIL ON SHEET C-11. CONSTRUCT REMOVABLE BOLLARD PER CNB STD-917-L CONSTRUCT P.C.C. SIDEWALi( PER CNB SlD-180-L. CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET C-10. CONSTRUCT Pl.ANTER WIT// PCC CURB AROUND PERIMTER. CONSTRUCT 6' PCC CURB TYPE B PER CNB STD-182-L TOP OF CURB TO BE FLUSH WITH PAVEMENT. OVEREXCA VA TE EXISTING SOILS TO 8' DEPTH TO LIMITS SHOWN. REMOVE UNSUITABLE MATERIALS, FILL AND COMPACT TO 90% RELATIVE COMPACTION PER SPECIFICATIONS. FOR ADDmVE AL TERNA TE NO. I ONLY. @ INSTALL SUBSOIL AND TOPSOIL IN PLANTER AREA. /b, § ADJUST EXISTING VENT STACKS TO GRADE -4 EACH. KEY NOTES 0 REFER TO SHEET A.7 FOR ARCHITECTURAL Pl.AN AND SECTIONS. 0 REFER TO SHEET A.3 FOR ARCHITECTURAL PLAN AND SECTIONS. 0 20 SCALE IN FEET 1 inch = 20 ft. .. :::C • ol I-< OT,'....n"'-". 'I -ij -~-,:: ' ,,· .,-_,( -./ " I ,~"f¼_; I I ~ \ "' w, I I 1 ,c.:, N0.49884 XP. 9/30; p ") D~ Engineering Civil • Surveying • Planning 18 Technology Drive, Suile 100 Irvine, CA 9261B (714) 753-9393 FAX (714) 753-9322 PLANS PREPARED UNDER THE SUp[RVISION or: lid ,06. -4 ~M. --a/~ 4-Z-5---97 SCOTT M. l\1LSON RCE 49884 DAlE DRA\lilNG FILE LOCA118N: 68CC-2.DWG + 6BOPG.DW8 + 6BOSP1.D\-l,'G + 68DTOP01.DWG I ei, ei, ~:-m:A---!-I ~I --t(-106.5 \_ I I / , I~ I "',, . 107.BJ fc..L 1J,i )1---1--4"'".\+--,,..-+-IOl,0 01. l "' 6 1--C-~ \ ~ I m 101.46 \I -! . ~: 1ivr~~-~ ·---·: ··-·--/L. < _ .. _ ••• '. ·---i _ IADD!TIVE AL TERNA I . • ·-I j I I I ~ I \ / BUILDING 7 ~ ' 1 PAD = 107.0 & ~ \ 1 FF = 107.5 NO_.);, --'. .· ' 1·. ~ ' ,. -·~ti1, t : -..l.'. --•• 11-"'---I' I TYP: i • ; \ I ~:;x \ I 107.90 FS-1/P , ----~ ---/ 1 / \ ·' / 1 , C ~ 1 \ if I DEl£7f Foil A[)f}fll\£ I AUERNk'fE NO I 10 I ' E I Egl E I 107.0 '~) ,- I I 105.98 fl;! I I I I I 17 IIJ6.5 / / . I . .!JJ m!n • ".:: . .:-:T,x,.__"": • 107.46 --.--·--·-'-- 106.51 fl I CON INDL PD/NT NO,. 4 Ji I 8 /06.,. EG I I I JI ~I' L---::_L·~;/,-'/C,'--ft"----107.0 ---~-11! /1 I [ Egl C ' -/JI! J> I 1116.95 If: 1./Nt I I I ¢/ ◊4' -- OL I (}/NT ---·---. --.--:-- I I --+--- 6" S ex.STING BU/U rF = 108 2 J NOTE: SEE SHEET C-10 FOR PRECISE GRADING CROSS SECTIONS APPROVED '/08/99 DJ'M • AS -8U/(TS" "' ITIES 5/21/97 ADDENDUM NO. I tf:f5 DATE DATE lJY WMMCNTS APP"D REViSIONS R L.E. NO. 46214 !:I~-~.., 4-25-97 C-3004-DD UTILITIES YARD SITE &. BUILDINGS IMPROVEMENT -PHASE II PRECISE GRADING PLAN CITY OF NEWPORT BEACH W-5267-S C-2 PUBLIC WORKS DEPARTMENT 8H&T 5 OF 85 I, II C j!l ~ 1> '---- 11 / --~ I ·I f, I r ~ z r 0 r 0 § ~ n 0 ,. " '!J • □ m D ~· " ~ ' ~ ,, z a "! C z < ' ~ " 8 ~ " £ z -~ 0 1> L I 2l D z v ------ ·1 1. ~ I I I' ·i, "D '> "' z T ~ 0 5 d 0 =: 0 c, ~ '!I "' . 0 • c, ; D : -· '1 a z B , C z .. < " m ' , " ( 1 Q ] i I ! ,., I ··up [ ' C i ~- CONSTRUCTION NOTES CONSTRUCT 4• A.C. OVER 6' A.B. CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER CNB SW-161-L. CONSTRUCT 6' PCC PAVEMENT 111TH 6'K6"-W1.4xW1.4 W.W.M. CONSTRUCT 6' PCC CURB TYPE B PER CNB STD-182-L CONSTRUCT 6' CURB AND CUTTER TYPE A PER CNB SW-182-L CONSTRUCT 6'-o" H CMU BLOCK WALL PER DETAIL ON SHEET C-14. CONSTRUCT 36' X 36' CRATE INLET PER DETAIL ON SHEET C-10. SEE PROFILE ON SHEET C-12 mR DEPTH. CONSTRUCT 36" X 36" GRATE INLET AND RISER PER DETAIL ON SHEET C-10 .. CONNECT RISER TO EX/SllNG PRECAST CONCRETE MANHOLE SHAn 20 £ @ CONSTRUCT 18' RCP (2000-D). 0 REMOVE EXISTING RISER INLET AND EXTEND EX/SllNG CONCRETE PRECAST MANHOLE SHAFT PER DETAIL ON SHEET C-10. CONSTRUCT CMU ENCLOSURE WALL "C" PER DETAIL ON SHEETS C-13 AND C-I4. CONSTRUCT METAL HANDRAIL TYPE 'A• PER APWA SW. PLAN 606-0. LIMITS OF HANDRAIL PER PRORLE. CONSTRUCT CMU RETAINING WALL PER DETAIL ON SHEETS C-13 AND C-I4. CONSTRUCT METAL HAND RAIL TYPE A PER APWA STD PLAN 606-0 LIMITS OF HANDRAIL PER PRORLE. CONSTRUCT CMU RETAINING WALL TYPE II-A PER DETAIL ON SHEET C-14. TOP OF WALL AND FOO llNG GRADES PER PLAN. CONSTRUCT CONCRETE CAST IN PLACE MATERIAL BINS WALL "E" PER DETAIL ON SHEETS C-13 AND C-14. CONSTRUCT METAL HANO RAIL TYPE A PER APWA STD PLAN 606-0 ! LIMITS OF HANDRAIL PER PRORLE. CONSTRUCT CONCRETE CAST IN PLACE MATERIAL BINS PER DETAIL ON SHEETS C-13 ANO C-14. CONSTRUCT 6" PCC SLAB WITH #4 @ 18" EA. WAY. CONSTRUCT CONSTRUCllON JOINT OR CONTROL JOINT PER DETAIL ON SHITT C-10. CONSTRUCT REINFORCED CONCRETE STAIRWAY PER APWA sm PLAN 640-0 CONSTRUCT METAL HANO RAIL ON STAIRWAY PER APWA STD PLAN 606-0. SEE PROFILE ON SHEET C-13. ADJUST MANHOLE TO GRADE. REMOVE EX!SllNG STEEL TOP PLATE AND EXTEND EX!SllNG CONCRETE PRECAST MANHOLE SHAFT PER CNB SW-309-L ANO DETAIL ON SHEET C-10. SEE PROFILE ON SHEET C-12, AND/OR TOP OF EXIST. MANHOLE SHAFT ELEVAllON PER PLAN. CONSTRUCT 6' PCC COMMERCIAL DRll-fWA Y APPROACH TYPE I PER CNB STD-160-L. CONSTRUCT EMBANKMENT. KEY AND BENCH SLOPE PER DETAIL ON SHEET C-I0 AND SPEC!RCAT/ONS. CONSTRUCT 6' A.B. OVER COMPACTED SOIL CONSTRUCT MECHANICAL SLIDING GA TE SYSTEM PER DETAIL ON SHEET C-11. CONSTRUCT CONCRETE COLLAR PER CNB SW-313-L CONSTRUCT REMOVABLE BOLLARD PER CNB SW-911-L INSTALL 6' NOM. DIA RIP RAP. AREA PER PLAN. 10 0 20 SCALE IN FEET I inch ~ 20 ft. MATCH -- - --12"'!1 LINE SEE SHEET NO. 49884 P. 9/30/o \ ·--~- ' \ \i:\ \ 'e, \ • \ \ \ C-4 \ 1' D~ Engineering Civil • Surveying • Planning 18 Technology Drive, Suite 100 Irvine, CA 92618 (714) 753-9393 FAX (714) 753-9322 SE~Sl" PLAN SH~. T IMPROVEMJrJ!ll; ON SHE__§I.5--"4:.-ts --------- iao.56 TC-HP • ~5 \ ,,):,/ ~:::::...--,,.....,_ ' / 'ERA/. ~f ,-~ ,\ -' ,.oi ' . - . _, ;Jjoa/-99 DJM ~ 'As f3[JllTS'. 5/21/91 ADDENDUM NO. 1 PLA~ PREPARED UNDER !HE 5l/PERVl~ON Of: ---d'~~--u/4..e: 4--2£-?7 DA'TE BY APP'□ SCOTT M. WILSON RCE 49884 DA'TE DRAWING Fl.£ LOCAllCN: 650C-3.D~ Re VISIONS ...., '·,_~-----'ffi4.62 ,, '-.._ ''"o•--•-~~"''~-~-•-~ --,-,--a-," __.-' ••' -•-•---.,-Ne-~••-,•••-• - ! 10 /JfPTH PER ,./ ELEVAllONS " SHOWN ----@llB / -, J ; NOTE= SEE SHEET C-10 FOR PRECISE GRADING CROSS SEC110NS ~ I . ;) ! 1+,1"1!41'-11 l § ' 8\ ~ * ~ i ru I ~ ,. • ~ ~· I • t • • il ~ ,. " ;r. CII I u I-w w ::c "' w w "' C-3004-DD APPROVED UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II DA TE __ $._•'j._..,.L"')_,_ __ _ 4-25-91 PRECISE GRADING PLAN W-5257-S c-s CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 6 OF 65 II -,, I ' " m e 0 :1 TI 0 m " m ! < z I ~ 1 ffi TI □ " ~ L I I I I ! I l/ ., I ! ~ ~ • Il Il < ~ • m • D 0 ~ •! l I 11 ' ! ' I l 11 ' ! 11 I 11 I 11 J " m 0 j TI 0 m ij " ~ i z 1 ~ ' m ~ 1 TI 0 ' " l ~ ·! i ! . i ' I I ,; ... / I \ ;' ' ~ D 0 m TI rn ' z C ~ ~ 0 ' "' t z I 0 r □ " 0 "' 1J 0 ~ a z " < z !" 0 )> C: 2l ~ )> "D ~ a 6 " □ :D " 0 :D ~ a z ~ z ,., ~ C • □ D 7 p n \; z :i: 0 r □ 0 D D 1J D ~ a z ~ z !" 0 ,, iii □ :D z )> " § :i: □ 6 " ll D 0 ~ a z ~ z ,., ~ C ~ 0 D " ',. 0-.. ~ <!" II\ ----- CONSTRUCTION NOTES CONSTRUCT ,t.• A. C. OVER 6' A.B. CONSTRUCT 6'-0" H MASONRY BLOCK WALL PER DETAIL ON SHEET C-13. CONSTRUCT CMU RETAIN/NC WALL PER DETAIL ON SHEET C-13 AND C-14. CONSTRUCT METAL HAND RAIL TYPE A PER APWA sm PLAN 606-0 UM/TS OF HANDRAIL PER PROFILE --1- CONSTRUCT SOIL EMBANKMENT. KEY AND BENCH SLOPE PER DETAIL ON SHEET C-10 AND-st'EeiRCA Tf[)N$. INSTALL DROUGHT TOLERANT MIXTURE HYDROSEED ON GRADED AREA. HYDROSEED MIX WOOD CELLULOSE FIBER 16-16-16 COMMERCIAL FERT!liZEIJ_ 38-0-0 NITROFORM STABILIZING BINDER ERIOGONUM FANICAFLORUM . . .... ·, . FESTUCA MEGULURA "ZORRO IZ(SCi/E-~. ' LOTUS SCOPARIUS ' ERIOPHYLLUM CONFERTIFLORUM, . ARTEMIS/A CAUFORNICA ENGEL/AA CALIFORNICA LUP/NUS SUCCIJLENTUS ESCHOLZIA CALIFORN/CA • \ \_ . . \. '. \. \ -,_ ' " CONSTRUCT PLANTER WITH PGr}c'iJRiJiRdt:J1iD. PfRIIJ](R. CONSTRUCT 8" PCC CURB TYPl-,/J-.ffR\Cfll[! 'sm,~t "·• TOP OF CURB TO BE FLUSH WrTJI fAY[MENT.} J • 0•/ c /' .,/ ./ -/ d ··- ' " / CONSTRUCT 38' X 38' GRATE ·/N/£VPR/?-DETAIL ON St1£ET C-10. ·• ... SEE PROFILE ON SHEET C-12'f()R DEPlf-1. •• • •• •. -.. • \ --- ffi@ CONSTRUCT 18" RCP {2000-D}. )1. 0 ·; : ! -. ·-•,_ --~-•• "i;; ., ---, ADJUST MANHOLE TO GRAD£ ; REM(Jl/f:•/iXISTING STEE(TOP .f'J.A TE ANO-£-XWJD..EX/ST!NG CONCRETE PRECAST MANHOLrfOOFT PER i:Nf!'S"'FD-JO.~-L AN!Tf!E.TAIL ON SHEET c:10. SEE PROFILE ON SHEET C-t2}AND/OR ToP._OF EXIST. MAN/ml.( SHAFTt.tfVAJION.E£8.f'LAN. CONSTRUCT 4• P.C.C. SIDEWAJ<Pm eNBSTIJ~;io~t..-•• • •• ••• • •••• @ INSTALL SUBSOIL AND TOPSO/~~ /N~P_L_ANTtR AREi+.--. " ... 10 \ \ \ . -------~ - ·------ Sl()f'£, V~RIES . \ \_ ,\ I \. I . I \ ' I \ \ • .... r S't --\ __ ' \ /\_ __ - \ \ \ ~ . -,_ \ \ \ I ,_ ' • \ . . • . \ " ' . .. ·. ; \\,. ; i \ '· \ \ ' ' - 'i •. \ \ . . \ ¼ ·: \ . . : i -\ \ ;,, ; I > I " \tt\ ~\ .'\\ ' .. ,\ \ '. •. -~·,\', ', C " '-">.,, . . I ' ; ' ' . ' . I (),lYUGHr! IJNE / / ./ • } • / i' I. L, f j ' ' . l I ' ' ' \V~=-····· . \ ,~~:,1~ . ,,/ Fl ·., ~ . . - 39 ' · - ' -~ ' I ,-· \ ! 10 -'104.~ I ,, ,, ,, I J, ____ .,,...•·1' PflOF/lE NOT f'R%',rDfD I q.oNSTI/IJCT PER 1 1 PLAN I FT (BJ.96 TP) . . ~ ~~ \; - ~--~.,,;--. -- • It ! .... _.--. -'B. .. -X ·•. ----.... , j GRADE n DRAIN ------ ,.,,.,,.- " ...________ ......_ EXISTING BUILDl'IG ' ! / \ I I I I \ I \. I ' -....__ Fr ~ 108.0 ± - • I !/ .. '1/! ..-/ ,' ' ! / / a ,' _ _,.'// V I • . ,---,f ·1 .. . .. --~ .. ~ '··-~---------~~--- ---------------...;:;.-~ ___ ,... __ ----------... _,... ___ --_. _____ -----.... ,-,.------~ ------- - ' ' y ------,---~--x ---·x ------X ----- SCOTT M. \\1LSON RCE 49884 DRAWING FILE LOCA11CN; 680C-3.D'it'G + 680;;:,G.DWG t 08CSl-'1.DWG X------X-----X -----X ------X -----\ X ·, ------X ---'~----X -----\- NOTE: SEE SHEET C~10 FOR PRECISE GRADING CROSS SECTIONS - ·, I ., ,., ,l1 II ill ,, i " I I I : i ! 30 15 0 30 SCALE IN FEET I inch = 30 ft. SURVEY CONTROL DATA POINT NORTHING EASTING ELEVATION DESCRIPTION 4117 N 2177641.988 E 6047721.801 107.51 PK NAIL & TIN 4128 N 2177761.432 E 6047782.622 106.01 CON/NL FLG 4201 N 2177926.139 E 6047780.149 104.19 TCT 1X2 CP 5999 N 2177614.429 E 6047672.732 107.21 COORDINATE DAT A POINT NORTHING EASTING POINT NORTHING EASTING ' A N 2177885.010 E 6047397.236 V N 2177631.895 E 604759B.3n6 B N 2177887.355 E 6047468.861 w N 2177654.350 E 6047637.6177 C N 2177718.067 E 6047235.880 X N 2177463.557 E 6047380.5n3 D N 2177665.391 E 6047263.638 y N 2177791.829 E 6047553.112 E N 2177586.350 E 6047359.602 z N 2177790.865 E 6047723.950 F N 2177529.335 E 6047455.054 AA N 2177452.864 E 604 7376.162 G N 2177497.214 E 6047469.773 BB N 2177681.283 E 6047283.996 H N 2177603.896 E 6047617.770 cc N 2177717.401 E 604 7265.058 I N 2177679.341 E 6047639.318 DD N 2177854.948 E 6047413.166 J N 2177759.340 E 6047639. 770 EE N 2177854. 702 E 6047454.166 K N 2177758. 775 E 6047739. 769 FF N 2177863.433 E 6047487.999 L N 2177678. 776 E 6047739.317 GG N 2177852. 780 E 6047791.484 M N 2177753. 713 E 6047750.610 HH N 2177852.608 E 6047820.150 N N 2177885.681 E 6047736.377 II N 2177828.780 E 6047791.340 0 N 2177885.262 E 604 7806.376 JJ N 2177828.609 E 6047820.007 p N 2177835.433 E 6047443.474 KK N 21777 32. 708 E 604 7266.5127 Q N 2177780.689 E 6047412.722 LL N 2177781.854 E 604 7383.2!18 R N 2177697.015 E 6047292.424 s N 2177781.281 E 6047518.096 T N 2177791.122 E 6047678.450 u N 2177632.495 E 6047428.044 LINE DATA LINE DIRECTION DISTANCE LINE DIRECTION DISTANCE L1 S 00·20•34" w 16.39' L19 S 89'40'35" E 0.87' L2 S 50·20•34" W 11. 55' L20 S 00•19•25" W 83.00' L3 S 00·20· 34" W 54.83' L21 S 89'40' 35" E I 23.37' L4 N 89'39'26" W 34.57' L22 S 00·19• 25" E 2.50' L5 s 51 ·29•35· w 76.90' L23 S 00·19'25" W 95.32' L6 S 55·11'40·· W 103.91' L24 S 89"40'35" E 25.00' L7 S 89'39 26 E 80.81' LB S 00'20'34" W 38.39' L26 S 00'20'34" WI 25.00' L9 N 15'15'04" W 48.85' L27 S 00·20· 34" W 25.00' L10 N 15"15'04" W 26,88' L28 N 00"19'25" E 5.00' L 11 S 89'39'26" E 12.05' L29 S 86"29'18" W 160.66' L12 S 00'20'38" W 69.33' L30 N 15'06'26" E ;I 55.78' L13 N 89'39'26" W 145.84' L31 N 84'37'55" EI 54.19' L14 N 00'20'34" E 34.35' L32 N 61 '29'35" E 0.82' L15 N 23'19'19" W 53.46' L33 S 28'27'59" E 86.35' L16 S 00'20'38" W 103.35' L34 S 89'39'26" E 46.31' L17 N 00·20•35" E 11.09' L35 N 34·52•21" E I 82.07' L18 S 00·20•35" W 44.79 L36 N 89"39'26" W 12.00' L37 N 00·20· 34" E I 8.93" L38 S 89'39'22" E 21.78' L39 N 34'59'17" W 45.7T L40 S 89'39'26" E 45.71' L41 S 00·20'3s-· W 21.33' L42 S 89'39'26" E 132.00' ·--- CURVE DATA CURVE RADIUS LENGTH TANGENT DELTA X C1 15.00' 25.18' 16. 71' 96'09'4$" C2 10.00' 10.47' 5.77' 50·00'0()" C3 10.00' 10.47' 5.77' 60'00'0()" C4 25.00' 39.27' 25.00' 90'00'0()" C5 20.00' 10.07' 5.14' 28'50'5~" C6 15.00' 23.57' 15.01' 90'02 26' C7 15.00' 23.09' 14.53' 88'11'32" ca 10.00' 16.00' 10.29' 91 '38'42" C9 1445.67' 246.67' 123.63' 09'46'34" C10 15.00' 23.56' 15.00' 90·00·00" C11 5.00' 1.36' 0.68' 15'35'31'!" C12 15.00' 18.39' 10.55' 70'13' 4~" C13 15.00' 23.56' 15.00' 90'00'01" C14 10.00' 15. 71' 10.00' 89'58'5(( C15 10.00' 15. 71' 10.00' 90·00·00" C16 2.50' 3.93' 2.50' 90'00'00" C17 2.50' 4.48' 3.12' 102'33"08' C18 10.00' 13.52' 8.02' 77'26'01" C19 5.50' 17.28' <infinite> 180-oo·oc!" C20 5.50' 17.28' <infinite> 180-00'0()" C21 6.97' 15.15' 9.63' 89'47'3$" C22 454.67' 148.07' 74.70' 1 a•39•3~" 60 - \ • ' ' . -I STORM DRAIN 25' LIN[ "A-1.•✓·,r,.__;..-- 1-----. C' CS 1,1 ,s•1 ~ 60' 20' STORM DRAIN LINE "A-4" I . I I \ I \ I I I I ' ' ' \ ' I \. \ \ \ )c \ \ I DD \ \ STORM DRAIN LINE 'A-I' u -~ i I II I I I II i I i i i I I I I I I I i I 'i' I I I I I I I I I I I i I i I I I I 111 , l I I I I \ I • I TYP. \ N -.c,J / / ' \ \ I \ NO. 49884 EXP. 9/30/QO D~ Engineering Civil • Surveying • Planning 1B Technology Drive, Suite 100 Irvine, C.A 92618 (714) 753-9393 F.~1 (714) 753-9322 PLANS PREPARED UNDER lHE SUPERvlSION OF: _ /a,.-d~~i:-a/,._£,_ SCOTT M. ~LSON RCE 49884 DA1E DRAWING F/...E L0CA170N: 6B0C 5 1 68::::SP1 i· 680TOrc1 3 .AS BUILT$." __ _ JATE BY COMl~ENTS REVISIONS 101. FT ltJUIJFF 75.58' AP::iROVED APP') I') r N _J ! I l 1(J7 41; FF L C17 ,:;QNTROL POINT NO, 4n 7 "' CXISllNG RUILO/NG ff -10/W ± 4-25-97 L.J > < ~ "'I a _____:,; f--- ---z = ·"M--+-0 --i ' --E . 4i2 ... -.-----. . -.. ----. --.-.-. --.- ii ii -EXISTING II-: ii II CARPORT '. EXISTlNG 8UIL0ll'l'G 'F = 108.2 :± C-3004-DD UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II HORIZONTAL CONTROL PLAN CITY OF NEWPORT BEACH W-5257-S C-5 PUBLIC WORKS DEPARTMENT SHEET 8 OF 85 l ~ ~ , l! • ' f ~ 5' a C '1' ·1 I ' j I j -I l I I I I I I ! I ' ! I I I l ' I \, ,. I 0 6 ~ 0 0 0 • D 0 "ti m 0 • ~ ~ z 0 C ,. < ru m " 0 ' ~ " ~ z _m n )> C ~ 0 D 2 )> □ ;;l ~ ~ z -~ \) C ~ 0 D ;:; -- - ' I -- -- ' -- - -- == r ' - 25+50 25+00 REMOVE EXISTING CHAIN LINK FENCE AND GA TE RELOCATE EXISTING CHAIN LINK FENCE TO CLEAR PROPOSED IMPROVEMENTS. CONSTRUCT 6" A. C. OVER COMPACTED SOIL I - , CONSTRUCT 6" A.C. BERM TYPE E PER CNB STD-183-L CONSTRUCT 6" A.8. ACCESS ROAD E _-j CONSTRUCT 6" P.C.C, SIDEWALK PER CNB STD-180-L ~ ~ r - -. - ' - 24+50 -- -- -, - I --I --1 / ' -- 24-+00 KE!Y NOTES PROTECT IN PLACE ITEM NOTED COORDINATE DRIVEWAY CONSTl?UCTION WITH PRECISE GRADING PLANS COORDINATE ROADWAY GRADING WI TH PRECISE GRADING PLANS -_L__ r - - - ' - ,- + -' ----. I - ,_ ~ " ' -- -f- I == 23 50 23+00 CURVE DATA CURVE R~OIUS LENGTH TANGENT DEL TA Cl 25.18' 16.17' 96" 09'46" C10 1 .oo· 23.56' 15.00' go· oo'oo" C12 23.56' 15.00' 89' 59'59" C1J 1r,oo' 23.56' 15.00' 90' 00'0/" C21 I • 5.00.00 251. 41' 12438' 28" 48'JJ" C22 68.21' 34./5' 01' 30'56" C2J 100.00' 33.55' 16.94' 19' 13'.24" C24 2 .00' 112.73' 74.14' 222· 43'33" C25 43.38' 22.04' 24' 51'18" I ' - , ~ , , - I - GRAO/NG PER GRADING PLAN R/W ' ' - I - - - u ' 22+50 JO' - - --- --· '" 22+00 STA 22+05.J/5 TO 22-HJli.16 NI'S I I - 7 - ,-- = r I t= -r r - 21+50 JO' R/W 10· I I I D~f Engineering Civil ■ Surveying ■ Planning 18 Technology Drive, Smte 100 lmne. CA 92618 (714) 713-9393 f'AX (714) 753-9322 - = --7 - - --- - -- - --- -- -· = PROFILE SCALE - - -----,-- 1• 20' HOR!Z /" -4' '.£RT. 21+00 20+50 JO' 10· 20' J% -- I - -- R/W ~ I STA 22+86,16 TO 23+60.02 NTS ArrROVEC ' JO' 20· EXISTING GROUND - f - 1J% MIN 5%MAX =- JO' VAIi/ES 42 43 TYPICAL SECTION STA 23+60.02 TO STA 24+45.97 NI'S - 2: 1 tJ MAX ~ - R/W I -I I 20+00 19+50 JO' C-3004-DD UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II -lf/~t!j!I!J f):U, & ;:,43 _Bi'JJ{_T.:s_"---::_ :-:-- _ _ U TIES EflGltle,i CE JO. 46214 1-,-,,,-A+-,.,+~-==,., l.1\,--------------1~,,-,,..fl>..Srl_ D.4TE S•'S--i"7 STREET IMPROVEMENT PLAN 16TH STREET ST A 22+05.35 TO ST A 25+00 5/21/97 L.l...'> ADDENDUM NO. 1 &,h,Jf PLANS ~EPAR_~ UNDER THE SUPER\l!,ON or, ~?"z".~ 1:-25:-rz DA IT JY Cm,!MEJ\JTS APP'D CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5257-8 C-6 SCOTT M. WILSON RCE 4SBB4 DATE DRA'MNG FILE LOCATION: 6BOC-5.D'HC l 68:JSPl , D80PG + oau 10?01 R"V SIONS 4-25-97 SHEET 9 OF 65 I I !J C cl ~ j, if! Jll I ~ I I 6+50 1+00 1+50 8+00 8+50 ' ' y ---- --r \ / / ~ 20 10 0 20 I I I I SCALE IN FEET I inch = 20 ft. jijraa I 9+00 9+50 j 12''11!1 TER l i . '. I 40 I ------ lo+OO I ---- PROFTL£ SCALE HORIZ r• = 20' VERr 1• = ,f C21 I 26+0/J I I I D1f Engineering Civil • Surveying • Planning 1a Technology Drive, Suite 100 Irvine, CA 92618 (714) 753-9393 FAX (714) 753-9322 I 5 f'LANS ~PARED UNDER lHE S~ON OF: _,./' cHL '#f----a,{_ . 1-ZS:-77 SCOTT M. W1LSON RCE 49884 DAlE DRAWNr. ~IL£ LOCATION 6BOC 6.DWG SBOPG.DWG + 680SP1 + 680-0PC1 ~ 25+50 25+00 KEY NOTES [2J PROTECT IN PLACE ITEM NOTED 0 COORDINATE DRIVEWAY CONSTRUCllON WITH PRECISE GRADING PLAN. 0 COORDINATE ROADWAY GRADING WITH PRECISE GRADING PLANS CONSTRUCTION NOTES @ CONSTRUCT 6" A.B. ACCESS ROAD ® CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER CNB STD-161-L. CURVE DArA CURVE RADIUS LENGTH TANGENT DELTA C21 500. 00' 251. 4-1' 124.38' 28' 48'33" R/W C22 11.18' 122.18' 55.oo· 90· oo'oo· C2J 1400.00' 284.07' 141.79' 11' 37'33• C6 15.00' 23.57' 15.01' 90V2'26" Cl 15. 00' 23.09' 14.53' 88i1'J2' 24+50 20' I 24+00 q_ TYPICAL SECTION STA 24+45.97 16/H SIREET m STA 8+14.21 FU7l/R£ ACC£SS ROAD NTS JO' R/W C-3004-DD APPROVED UTILITIES y ARD SITE & BUILDINGS I IMPROVEMENT -PHASE II t---t---t-------------1-----1 u frnEs 'rn:1 ,.c: NO. 46214 ··•-----S-■T-■R-■E .... E ...... T ...... IM_P.....,R_O_V_E,...M .... E .. N .. T■■-P-■L-A-N■----I 18TH STREET STA 25+00 TO STA 26+14.25 DATE S-S-"1") FUTURE STREET STA 8+14.21 TO STA 10+00,00 DATE BY COMMENTS CITY OF NEWPORT BEACH W-5257-S C-7 REVISIONS 4 25 97 PUBLIC WORKS DEPARTMENT SHEET 10 OF 65 I l' / 20 @ @ @ @ ® @ @ (§) ® 10 a 20 SCALE IN FEET 1 inch -20 ft. CONSTRUCTION NOTES: CONSTRUCT REMOVABLE BOLLARD PER CNB STD-917-L. INSTALL 6 DUCTILE IRON 45· ELBOW (MJ X MJ). '" o. INSTALL 6" DR/4, C-900 PVC WATER LINE PER CITY OF NEM'ORT BEACH STD-106-L CONNECT TO EXISTING 6" DIP LATERAL PER DETAIL ON SHEET C-I5 INSTALL WET BARREL FIRE HYDRANT PER CITY OF NEM'ORT BEACH STD-500--L. IN&!.1ll 6" RESILIENT HC:f!GE ~\4UI: {FE X I,/J) INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L. INSTALL 6" DUCTILE IRON 22.5' ELBOW {MJ X MJ). INSTALL 6" DUCTILE IRON 90" ELBOW (MJ X MJ}. INSTALL 6" DUCTILE IRON 90' ELBOW (FE X MJ). INSTALL t" WATER SERVICE PER CITY OF NEM'ORT BEACH STD-508-L. CONNECT TO EXISTING 6" DIP SERVICE PER DETAIL ON SHEET C-15. INSTALL 4" PVC-SDRJ5 SEWER LATERAL PER APPLICABLE PORTIONS OF CITY OF NEWPORT BEACH STD-405-L AND STD-406-L INSTALL SEWER CLEANOUT PER APPLICABLE PORTIONS OF CITY OF NEWPORT BEACH STD-400-L AND STD-406-L CONNECT TO EXISTING 6" VCP SEWER WITH 6" X 4• PVC SEWER WYE (LAY Im' FLAT). REMOVE INTERFERRING PORTIONS OF EXISTING 6' VCP SEWER. PROTECT EXISTING SEllfR CLEANOUT IN PLACE. CONTRACTOR TO VERIFY SEWER INVERT PRIOR TO CONSTRUCTION OF SEW£R. CONNECT TO EXISTING 6" PVC SEWER WITH 6" X 4" PVC SEWER WYE (LAY WYE nA T). REMOVE INTERFERRING PORTIONS OF EXISTING 6" PVC SEWER. PROTECT EXISTING SEllER CLEANOUT IN PLACE. CONTRACTOR TO VERIFY SEWER INVERT PRIOR TO CONSTRUCTION OF SE'hf:R. INSTALL t" X 1• PVC SCH. 40 TEE AIR LINE FITTING. CONNECT TO EXISTING I" PVC AIR LINE. INSTALL 1" PVC SCH. 40 AIR LINE. 12+20.89 L'.\ PT 51 INSTALL r'' SCH. 40 90' ELBOW AIR LINE FlmNG. 55: 54 12+57.97 L'.\ PT INSTALL 12' PVC SCH. 80 VENT LINE PER DETAIL ON SHEET C-15 SLOPE PIPE AT 1/4" PER FT. JOIN EXISTING VENT UN£ INSTALL 12" PVC SCH. 80 90' LONG RADIUS BEND. INSTALL 12" VENT STACK (MANUFACTURER ARMOUR-CAST COMPANY MODEL UPSRK-8 OR APPROVED EQUAL}. INSTALL CONCRETE COLLAR. INSTALL 6" X 6" DUCTILE IRON TEE {MJ X MJ) ON EXISTING 6" DIP. INSTALL 6" X 6" DUCTILE IRON TEE {MJ X MJ). INSTALL 6" REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTION ASSEMBLV PER CITY OF NEM'ORT BEACH STD-520-L N 2177875.550 ', E 6047409.484 ', --------I ' :~'-~~~~~-.:J~:i1 J -:-:~-~-~--:-:-· _;+ · •-----·· . ~--· --:.-:-=-;-----------:---=er-:--------------:------~-:-.~c ~,w~:.,_ v,· •--;7 1 ,11~-II -,I------1 1 -------w --------------1-------16"1"-H---S'TREE'f----------------t-'-f;~ : : __ _J -~~ -~ ------►----.,,,;---,..... f--/1 I I I I ---r--11 ------~~1=1t:-------... -------=---I ~--"---------------, 1 CB ____ -1-:_Jl 5 .... L~ _ 1 -=:::: ------_-_-__ -...,..,._. _______ ....,_...,.,,... -----------••· --------....,.,,-------------WV® C .. ----1 .,,"/,," \ I 1·-7 1I'. --, .. /,,* 1 11 ~------BF0 ll -------------· -----#'\, ,," r • I I -11 ~ _. ---t-~ -/( ,;~ \ I I I TRANSFORM£R I 1 . ~-~-+::J =-----:;,;,•1, \ 11 1 111, '11 : I I k ' ~ PB '~ -• : PB @ @ ,~ I ,)/,~: Ill Ill IL. J-I ill 'I I ·•·c,,c,,> t, ~--,--r·cf---~-:-ll-0 .. W4TE/i ['] // : -, !'------' 1.5' / /.--- 0 w z ::i --~-;----<.'------/: // I I I /Mi 1/N 11ox1 t:J1i i: ---· \" J l;~:5,s· I 1-i ·~O<l~-G""A~<§ts;· M;aOe,;T""O'=R=====,· 'I~ < \~I-\ i: I f----'-----_-_:_ _________ ·c_ _ _l!l __ 4/~ -r II I -.:~-v1 ! r-------.. ,v' t \ __ ../ ,ii\ __ _/ Ii I I I : \ _( ,Tl I : 0 □ ' f \ I I I -\ -/0 f . I I :it; : I: -----------~I: c'_ I : I : : 1tr-==;;=~=CF1==-~ ii:! : 1: =7~-c-1?-=-1r=c:;:1 l;r~-J I : •··: • : i i 11 iii ::: ::: ::: ::: :ii [J-Gn, )_:_-w-=--~~l-~-+~-! :~: \ 11 1 ::! ij: ::: :1: 1;[1 PUMP STATION BUILDING 101.45 tNV ~~----ti i 1 1 I lj ' ~1 :0 ; \\\ 11 1 r:1 I~ I:) l'1 :, 6 61 }------re-PB:!Jl, , 1 ---------------------6" S i:li I / / 11 i 11 : i, i~ )J: :Ji: :1; 1 I !~ . 5'/ _ L,L--)/--+, i/ ft ----!: Ll ~~ "-:: -----------------r------- i! '1 l \ 1 11! .1 )I 1: : '1 _ _....././ II 1, \ I 'Ill Ill I Ill 11 --,-------I -1 ·-.\~ . ---- !!ii: \ _ ~-}( 6"D'.• ---~~=~j 1::: ::: ::I ::: i:f•~~-i-----------------:,-_________________ s3o_____________ -------S------~.,-r--~ 0------.-i~--===c:: = -~r: - 1 .,_.D_ •• ~,·-=r~-. --------. ------------------ :; '1 :: \ ~-----1--c--,__.-c_:c__-_-_}1_L_JLL-=---='LL:::.:!.1.'.:=J_j-:c-=-, /--J ..... 'I______ 01 I 1: ·, Lii .. \ _ II ---1-=:-,~------------------77: 6 ;....--✓ : ~, r·.··•.1.·•li ~·. ,,,.--'I I' I \ -,1·1-1 :,, ..... ;,: ii, @s2A., -i _-,.-_1 I _______ ,, .1..b-------------------L :-r :1: 1) I -, 1 I· -1 ~ ~-------=-:::--_--_----:_-::.t-~1":.:~:3:..:~--E) L I ~ : 1 • _, 1 -,, 1 , 1 1,}" 1• ·c· ('T/·g ,--------1 t 1--7 1 1 ;::_ii, ~ Jb'l+-'--"'-'---""'--"-"'--""-1=-"-{ I I . I I .,_ ·':'. JILi/ I I I I I ::::: :, I,: I i1 II i I ---------,.,-----L.-. 11_JI :·: I I i·!:-1, i '~ ~: I II i ~-=-~-~-=--=--SQ .if-=-------:=-----~-I ,..,---y. ~f',· ;;,· F-F, -:=_=i/,.~-~--L 1·:10+9874 :il':.L-=--.-.··i---=--=--,6,,w_-"=:+1=---c ~-=---,---"S'rl~1 :1 1 : x:x!il'--- 1 ,. ·• .. :~PT :L _____ L ___ • ----~~--=--=;-rr=---=-~v~-=71' :@ 1111 1 -· 1\: 1 . ,.., ; -"";: II' /11 111 L: 1-~p----7, --l·.",,iCON1 OL! O/NT10 41L : I~ :·1 _______ 1 1 I I 1li 111 : 111: -.--~_.;,.L:·~-~==-='""'"+::'.11.:-+...!::.::.,-_.:_.j..._---,-t-t/-H-: ;'"~•--JJ.-_l'1~/~2;+~I8~. ~O~U.~~~b---cd~2J.----f-"..---f 1 1 1, : ! ------~-----------------r-~------tl~---------\/-----1-11 _____ 1 ,1 1 1: 1 ti :; : I " 0 " o-----, ------------I 11------71,------'----,11-----'.j ,+,J s. •' : G) I CONNECT TO i::: '_••I 11. : : i; m 1&0 : : ' ADDITIVE ALTERNATE NO. I CO;VTRO[ POI/IT NO +-c-1-~----1--~ f i; .!.~-tt--o-,~,f----...,r2:-J-,.,J:-:6:=o::o:l-=L:clN-=E±V=(E,'-;:,-"-±-,\ ,, I'' 11 ' . I ,i II ~ '1 I I I I ,: ' ) -1 I • I I I '54' 56t--+----t~~:jq=::;;:rtii:J:j::::jtJ" _.·• :: I:: ·~-: 1 11 '1 BUILDING 7 : ~ _y-+7'-'-,';-'--'---c:,,,...__;___,-,:__~"~~"-----'--~ 59!JJ ::I :' : I : ! : : ( ADDITIVE Al TERNA TE NO. 111) ii -~'v I :: : 'I' I ·i. C\~ 1 1 \ ,-_ : ,I / I j I , .. be~ 'P : I :I: ~ I i I i I I~' ~--t-l"W AND ' ~-\f ~ • -' ', , 1 ' I I , S/L CON!J,111 • . ' • -· : i i !; : : : ; : • CONJ)_/Jf·T· AN.D. ~i;;;e~_ -.i1· f I : I I I I I I E::::::::::-::::,c~•c-:-:::1s· sp~,~:5:T~)~:~~ i / ! i: '7.~~Tu~~~_c_ . 1 i -2' m I IT 17 I i I I I : 1 1 1 I I I I I MATERIAL BINS I 6" S --- 3+37.14 :: , : ! I I I Ill II I I II I i I I I' :: I : -1 I I I I I :: ·1: --,. I I RESERVOIR , 1 1i' :, ! I , I I 11S;i11 I I , 11~J1 II~ h ll'-011 -'-~-!~1,· ~- II II _ 11 .. , .U _:: I ~ - 11 " ' ' • 11 :: ' " II I I 1: 1 : •• ,. i i ' ' I : " " ' ' ; 11 • " ' • ' ,. I . ". " II ' ,. ' : I : IL : " ' " ' :: '1: ,, ,, 'I ,, 11 I II ., I " 11 11 11 11 ' ,, II I II ,, I'' 11 11 11 I' ;:,_;·, -·' ·,-.\-'.: ' ' ' I I I I I I I I I • ' ' l,°"I 1~1 I I I I 11 i I I UJ I -. ! ,/i~------@i;A-11i'¥19.00 ___________ _j I( I ~-~· _: 1'1------------ / ' ' / ' ' / / ' / --- -; 11 1 i / ' NOTE: CONTRACTOR SHALL ~Rt(Y nid I _ _ LOCA TION Qt THE EXISTING M~NHOLE $~AFT ---· PRIOR TO CONSTRUC770N. A[)JUST wA:7!:11 LINE ALIGNMfNT TO CLEAR M1NHOLE Sf/AfT. i ! :1 I·,: • :: 1· : 4iPT i I ' ' ,, ' " . ,. I: I . . ' ., I :: IJ JI ., . >1 1 I , I" 11 ,, ' " . ;I 7 II I 11 I I 1,: ' " I I II :: I :. ' " ' " 14+75 1 • }/ ~::::-----L---.c.....,.J..:....:=--...:i:='----.,,..L=--------J /' ~ , ~r;/ -··\ 67 \'\. ' ' ' 39 51 • I I I I I ) . 1' t• \ ' 51 ' \. D~ Engineering Civil • Surveying • Planning 1 Fl 'rf'-chnology Drive, Suite 100 Irvine, CA 92618 (714) 753-9393 nx (714) 753-9322 PLANS PREPARED UNDER lHE SUPER~SION or, ---P'~>w;---u/_,;g_ 4-y.5...q7 SCOTT M. MLSON RCE 49884 DA1E DRAWING Fll c-I OCATON: G80C-B + 6BOIJT 1 680SP1 + 680T0::01 I I _J I 12· I 5' Pf, SEE PLUMBING PLAN-------,1-,e,i;ii!F:=#=::J FOR CONTINUA TION : / / ) CON 65 18+04.27 POINT NO. 4117 /~. N45'20'J4" / I 11+52.97 ~ PT 22,5'-BE/'L-,, - 103.48 IN~~ 11+00 ,! i N I I \ I 5999 N89'39'26"E LINE 'C' N87'16'01"E LINE 'D' 18+00 S=O.;L 60 2 54'± SE.£ PLUMBING PLANS--=---1 FOR CONTINUATION FXl5TlflG BUILD"'IG Ff ~ 108.0 ± APPROVE] 6' !7/IJ!J/99 DJH & , AS BUILTS' 5/21/97 REVISE INVERT GRADE .. NO. 46214 5/21/9 ADDENDUM NO. 1 ,Y COfJMlN IS .A.PP'J REVISIONS 4-25-97 U) -,-,--------A ----------------- ;.)f-i-;Jt''T""'~-t,.::.••-<-· ;.--~ I\ , :-ji ~:;-E- ' 104,10 /NV EXISTING 'D(E)' 57 'NECT TO TING DIP CARPOlil i;i~I-~ I ' '"------ cXIS1lNG ~Ull iT ~ '08.7 C-3004--DD UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II SITE WATER, SEWER, AND AIR PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5257-S C-8 SHEET 11 OF 65 I I I "' I 20 10 0 20 40 SCALE IN FEET I inch = 20 It. MATERIALS TO BE FURNISHED BY CITY OF NEWPORT BEACH [1J 0 70W TYPE V LIGHT STANDARD WITH POLE BASE PLA TE AND BOLTS AND NUTS. -4 EACH KEY NOTES: PROTECT IN PLACE ITEM NOTED. NEW GA TE PER DETAILS ON SHEET C-11 COORDINATE EXACT REQ/JIR£M£NTS WITH CA TE MANUFACTURER FOR CONDUIT FEEDS TO LOOP SENSORS, CARD READER, AND POKER. MODIFY EXISTING CATE PER DETAILS ON SH££T C-11 COORDINATE EXACT REQUIREMENTS WITH GA TE MANUFACTURER FOR CONDUIT FEEDS TO LOOP SENSORS, CARD READER, AND POKER. CONSTRUCTION NOTES: INSTALL 1-1/4" CONDUIT 2-/8 AND 1-/8 GROUND. FOR SITE LIGHTING CIRCUITS A AND B @ INSTALL 1-1/4" CONDUIT 6-/8 AND 1-/8 GROUND. FOR CA TE CONTROLLER CIRCUITS 1 AND 2 @ INSTALL J/4" CONDUIT 2-/12 AND 1-/12 GROUND FOR CATE CONTROLLER. INSTALL CARD READER PER MFR. SPECIF/CATIONS INSTALL 1-1/4" CONDUIT STUBBED UP AT CATE OPERA TOR AND CARD READER. VERIFY LOCA TION OF CARD READER AND CA TE OPERA TOR PRIOR TO ~ CONSTRUCTION. INS.TALL TWO (2) 5C /fBCA. SHIELDED READERS AND 2C j18 GA. FOR KEY SWITCH. .. INSTALL 1-1/4 SPAR£ CONDUIT INSTALL 3-1/2" PULLBOX PER CNB STD-205-L CONNECT CONDUIT TO EXISTING ELECTRICAL PULL BOX INSTALL MASTER CA TE CONTROLLER. INSTALL GA TE CONTROLLER PER DETAILS ON SH££T C-11. CONNECT CONDUIT AND CONDUCTORS TO 3/4 HP -120/20BV-JPH MASTER GATE CONTROLLER. INSTALL "SLAVE" GA TE CONTROLLER. CONNECT CONDUIT AND CONDUCTORS TO 3/4 HP -120/208V-3PH ·su VE" GA TE CONTROLLER. INSTALL GATE CONTROLLER PER DETAILS ON SH££! C-11 .. \ CONNECT CATE CONTROLLER 1-1/4" CONDUIT AND CONDUCTORS TO PANEL "68" REFER TO BUILDING 6 £LECTRICAL PLAN SHOTS. CONNECT CONDUIT TO EXISTING PULLBOX AND CONDUCTORS TO EXISTING SITE LIGHTING CIRCUITS 2 AND 4 FROM PANEL "pS"--••.• INSTALL 70W TYPE V LIGHTING STANDARD AND PULL BOX PER CNB STD-202-L-A, STE-204-L, AND STD-205-l. INSTALL 150W TYPE II LIGHTING STANDARD AND PULL BOX PER CNB STD-201-L, STD-204-L, AND STD-205-l. CONSTRUCT RAISED CONCRETE FOOTING PER DETAIL ON-.,_ SHEET C-15 IN LIEU OF FOOTING SHOWN IN CNB STD-201-L. -. -, . ,. ___ _ », ---- INSTALL 150W TYPE II LIGHTING STANDARD AND PULL BOX"-· ·•--.... PER CITY OF NEWPORT BEACH STD-201-L, STD-204-L, AND STD-205.:.L MODIFY STANDARD TO INCLUDE 7WO (2) LUM/NA/RS AND .QUAL "COBRA" BRACKET ARM. CONSTRUCT RAISED CONCRETE FOOTING . -.. PER DETAIL ON SHEET C-15 IN LIEU OF FOOTING SHOWN IN CNB sro-201::.·c -- CONNECT SITE LIGHTING 1-1/4" CONDUIT AND CONDUCTORS TC) - PANEL "6A • PER BUILDING 6 ELECTRICAL PLAN. INSTALL 2• SPAR£ TELEPHONE/DA TA CONDUIT. PLUG £ND FOR FUTURE CONNECTION. CONNECT TO EXISTING TELEPHONE PULLBOX. INSTALL 1-1/4" CONDUIT 2-/8 AND 1-/8 GROUND FROM PANEL "6A" TO FUEL DISPENSING SYSTEM PEDESTAL STUB UP CONDUIT AT FUEL DISPENSING P£D£STIAL. VERIFY LOCATION OF PEDESTAi. PRIOR TO CONSTRUCTION. ADDITIVE AL TERNA TE NO. 5. ONLY. INSTALL 7W0(2) 6'x6' (JTURNS) LOOPS. PROVIDE /14GA. COPPER, STANDARD WIRES OUT AND BACK IN 2iJ BY 1/4"W SLOT FOR EACH LOOP. PROVIDE 45D£G CORNERS. OVERLAP CUTS TO ENSURE FULL DEPTH OF SLOT AT CORNERS. BACKFILL WITH STYROFOAM WORMS & HENRY'S jJOJ. SIDES AND EDGES PARALLEL AND PERPENDICULAR. INSTALL 6'x6' LOOP A MINIMUM OF 3' CLEAR OF FENCE & GA TE. 88 "MASTER' GA TE CONTROLLER \ \ \ \ --~:·\::~ ·-~· ~ ~~~--~-~15-i9~3~--- { i I NOTES ro coNTRAbToR /. ALL PUU BOXES SHALL BE tOCA TED OUTSIDE THE VEHICLE TRA 'IELLED WA Y 2. ALL SITE LIGHTING SHALL BE INSTALLED IN AC/;ORDANC£ WITH THE CITY OF NEWPORT 'BEACH STANDARD PROVISIONS. \ :1 I :: : 11 I : if I l 11 I ; I I II ',, I II ' . \ SCOTT M. \IIL50N RCE 49884 -· . ·" ~--------- Dlvf Engineering Civil • Surveying ■ Planning 18 Technology Drive, SUite 100 Irvine, CA 926m (714) 753-9393 FAX (714) 753-9322 f-ZS-117 D~TE D111-.WING rlLE L08ATI0~: 6B0C-9 + 680UT + 6ACSP1 + QB0TOP01 w DAE BY COMMENTS REV SIOl,S BUILDIN(37 (ADDITIVE AL TERNA TE NO. I I) I ' ~ / I \ ' I \ I I I I I I I I '''•·---·-~·=•-<"-"--~-----L"-~-•·~-l-~~ -'""''·-~ .<· • -•----' .. -.,~~_,,__,, \ App'D " ' I I \ APPROVED I I " \ \ \ CONTROL POINT NO. 4117 & 4-25-97 REPAIR TRENCH WITH 4• AC O'IER 4" AB C-3004-DD UTILITIES YARD SITE &. BUILDINGS IMPROVEMENT -PHASE II SITE ELECTRICAL AND COMMUNICATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARlMENT W-5257-S C-9 SHEET 12 OF 85 1 I ,l I I I EXISTING CURB, GUTTER, &, SIDEWALK PCC CURB 1.5:IMIN SLOPE R I I I I 2' i ±28.7 PCC PAVEMENT PAVEMENTFS BASE BID ± 24.5 5' ±42.6' j EXISTING PUMP STATION (106.2 FS) )-..---l ~-_:-_:-_:-_:-_:-_:-,: _:-,:-_:-_:-_:-: -- - - LJ --- AG/AB PAVEMENT PROPOSED DIESEL FUEL TANK fl TERNA TE BID ITEM NO. 4 \ 10' ±17.9' 4' r-, I I I / RIBBON GUTTER ±38.1 ±10 STAIR STEPS 1% SECTION B-B N.T.S. - SECTION C-C N.T.S. BUILDING NO. 7: AL TERNA TE BID ITEM NO. 4 107.50 FF-108.10 FF 6• CF SOIL FILL f LANDSCAPE AREA AC PVMT AGG.BASE AC/AB .11 c:--:111,, ,ill , , BUILDING NO. 7 AL TERNA TE BID ITEM NO. 1 -----::,..pee CURB SECTION D-D N.T.S. 107.46 FF 0 UP -- ( ""''""""' ""'"' - AC/AB ,_ c;:=,C:::::::,c::;:, = ·-- - BUILDING NO. 7: AL TERNA TE BID ITEM NO. 4 SECTION E-E N.T.S. 4' 1· 2' 2' LEVEL LINE • "'' -;.'i--l ----AGG. BASE ,• "" ·" 2 -#4 BARS CONSTRUCTION JOINT AT 10' 04• WIDE P.C.C. GUTTER DETAIL N. T.S. 16' 4' JO' 105.50 TG PROPOSED BUILDING NO. 7 AL TERNA TE BID ITEM NO. 1 23' = = C ">?">-••• , • GRATE INLET AG/AB PAVEMENT 107.50 FF 1'41i'1£s l.t1-S.J.• ----• ,, SECTION A..,A NTS PROJECT 1 TO 1 UN£ FRO/ii TOE OF SLOPE TO COMRE1ENT MATERIAL iJl'fs11NG--- GRO/)NDSURFACE RIBBON GUTTER ------ .,,. COMPACTED Fill. 2' MIN. KEY DEPTH 10' MIN LOKEST BEMCH (KEY) FH..L SLOPE N. T. S. (X}MPACTEO Fill. 4• 48.5' EXISTING BUILDING --..,,,,,__Rf!IOV£ UNSUITABLE MATERIAL ....__,,,,,,__R£1JOV£ UNSUITABLE MATERIAL ' ! 2' MIN. KEY OEPIH ' 10' MIN LOKEST BfflCH (KEY,! FILL OVER CUT SLOPE N. T. S. CUT SLDPf (TO BE EXCAVA TEO PRIOR TO FH.L PlACEIJfflT GROUNDSVRFACE / I I EXlSnNG\ I I I I I. :,c:%1 ~ ii.:/ TO COMPACTED-..._ FILL COMPETENT M TERIAL I _L 2' MIN. KEY 0£1'/H T~-~==---< ~ 10' MIN LOllfST BENCH (KEY,! CUT OVER FILL SLOPE N.!T.S. I NOTE : BACK DRAIN MAY BE RECOMMENDED BY THE GEOTECHtflCAL CONSUL TANT BASED ON ACTUAL FJELD CONDITIONS ENCOUNTERED. BENCH DIMENSION RECOMMANDATIONi MAY BE ALSO lm?ED BASED ON FIELD CONDITIONS ENCOUNTERED. G)kEY AND siNcHJNa DETAIL I N.!T.S. & CLAR/FICA TION: THE, EXISTING ERODED AREAS IN i THE SOUTH FACING SLOPE SOUTH OF THE Pf?'.OPOSED BUILDING 1NO. 6 EXTENSION WILL NOT REQUIRE BENCH/NG AND KEYING FOR FILLS. ALL OTHER FILL SLO{>ES HOWEVER SHALL BE CqNSTRUCTED WITH fJENCHES AND KEYS. NO. 49884 . 9/30/o • 4'", \ \ \ \ 1D5.18 TG 105./H TC G I I I \S=0.01 l \ I , SOUTH VAULT AND HATCH DETAIL ~ ~~ 104.88 FS / /05.25 ~ f\. ~ iz5 I rlf ., :::::0, - 5' N.T.S. G /6" PCC SIDEWALK 'IOI. -105.35 FS 105.25 FS I 104. I _ INSTALL BOLLA/ID PER CN8 SID-917-L ~ ~ 1/H.89 FS I/H.48 FG AC PA'£M£1/T FINISH GI/ADE SECTION G-G PROPOSED GUTTE/1 PROPOSEO GI/A TE JNLEf ACCESS RAMP DETAIL NTS 1/2" DEEP SAW CUT (16 TO 20 HOURS AFTER POUR) FILL SAW CUT W/GROUT AFTER 28 DA Y.S. CONCL. SLAB -SEE PLANS FOR SIZE N. T.S. 1• 7HK A.C. 105.47 FL -GB ------------ NORTH VAULT AND HATCH DETAIL N.T.S. SEE CMU ENCLOSURE WALL DETAIL ON SHEET C-14 FOR CROSS SECTION EXISTING ACCESS PANEL 1" SEPARATION AND JOINT EXISTING OVER FLOW STRUCTURE FILLER WITH COMPRESS/ON SEA LENT BOTH ENDS WITH JOINT FILLER 36" X 36" CAST IRON GRATE ANO FRAME 6" lHK CONC COLLAR & STEP OVERFLOW STRUCTURE DETAIL NTS 1-2 Cl.ASS C MORTAR 1• THK A.C. 36" X 36" CAST IRON GRATE AND FRAME 6" THK CONC COLLAR SID CONG. RINGS J" ,t 6" TH/Cl< 48" DIA & 1-2 CLASS C MORTAR 6" X 6" -112.9 X 112.9 OR #.f. @ 18" EA. WAY ..., ==::.--STEPS PER -.-+--<==l===;i-STEPS PER , • ~ 2• SAND OVER 6 MIL W.P. MEMBRAND OVER 2• SAND CONTROL JOINT DETAIL CONG. SLAB-SEE PLANS FOR SIZE j5's X 4"-0" LONG @ 24" O.C. CONSTRUCT/ON JOINT DETAIL "' • CNB STD. -404-L <'."i 5' #4 WIRE LOOPS l.u ' ll:' ~ Q ~ i:!c ~ ~ ~ ~ ~ ~ 6" MIN :'!: es ce is ::;:: '-' EXISTING PRECAST CONCRETE SHAFT ~ "' 0 • ,,----. \ • •• "' .., GRATE INLET NTS NOTES 6" MIN PIPE SEAT EXISTING PRECAST ,......----I CONCRETE SHAFT I CONSTRUCT CONCRETE BASE PER CNB STD 310-L 0 1. ALL JOINTS SHALL BE FILLED WITH 1-2 CLASS C MORTAR • 5' CNB STD. -404-L • • • I • I #4 WIRE LOOPS 6" MIN GRATE INLET AND RISER NTS 2. CAST IRON GRATE AND FRAME SHALL BE ALHAMBRA FOUNOARY A-2012 OR APPROVED EQUAL 0 ffi THE CONTRACTOR SHALL SIJBMIT LOCATIONS OF ALL CONST/fUCTION AND CONTROi. JOINTS TO CITY FOR APPROVAL PRIOR TO PAVING. 3. TOP STEP SHALL BE PLACED DIRECTLY BENEATH THE GRATE FRAME EXCEPT WHERE SHOWN OTHERWISE, SPACING OF STEPS IN SHAFT SHALL BE 12 INCHES ON CENTER. SEE STD. -404-L n}.f Engineering Civil • Surveying • Planning 18 Technology Drive, Suite 100 Irvine, CA 9261B (114) 753-9393 FAX (714) 753-9322 PLANS ~PARED UNDER ™: _SUJE~~ON Of: ~~"'7.??~ 1--z.s-97 SCOTT M. \\ILSON RCE 49884 DAlE DRAWING FILE LOCATION: 680C-10.DWG /1'08/99 JJJM ffi "AS BUILTS" 5/21/97 ADDENDUM NO. 1 DATE BY CCMMEN--:-S REVISIO\JS APPRCVcD R.C.E. NO. 46214 APP'D 4-25-97 C-3004-DD UTILITIES YARD SITE l BUILDINGS IMPROVEMENT -PHASE II GRADING DETAILS AND SECTIONS CITY OF NEWPORT BEACH W-5267-S C-10 PUBLIC WORKS DEPARTMENT SHEET 13 OF 85 1- , , ' I ;-! ,, ? -~ ' -~ ' ' • :. 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BOLT TO STEEL PLAT£ (TYP} 3/16" STEEL PLATES 5" STEEL SQUARE POSTS 8" STEEL SQUARE BASEPLATES CONDUIT PER ELECTl?ID4L PLAN J r:'\(;\CARD READER PEDESTAL DETAIL VV NTS cXISTING ROLLING GA T£ (MANUAL) -PROTcCT IN PLACc NOT£ Sec SIT£ ncCTRICAL PLAN SHEET C-9 FOR POWER, icr+----.- 1 H I I -1---EXISllNG PA VE:MENT ~ CONTROLS AND LOOP DECT£CTORS • EXISTING LA TCH <o _1 4X4 ST"l POST (TYP} I 11 I . 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MOUNT ON CMU BLOCK WALL IDENTICAL TO EXISTING MOUNTING ON ADJUST OPERATION OF GA TE TO OPEN TO 20' CLEAR. GA TE STOPPER A T END OF EACH GA TE nJLL HEIGHT. WHEELS TO MA TCH £XIS TING EAST SIDE OF EXISTING GA TE SEE N[W GA TE DETAIL FOR TYPICAL DIMENSIONS MASTER GATE MOTOR-- ANO CONTROLS PER SPECIF/CATIONS SEE SITE ELECTRICAL --- FOR POWER ~-----;?" 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' I I 1: II -+-+--+---+--+--+-+--+-+--+-+-+~~-+-+-~,~,.--+-~1,+,,,----c>-~.---SnG I I ,1 I' MfNHl1 E ,'HA 7 1----'---'--I t,_I + ,._II -1-+--+---+--+-+-l--+--+--+--+-+-----l-t--+---+--H Ii II I . - I ' I I +----+--+---1--_j .. -+--+--+-1----+----+----I -+--+--+--+--C---l--+-+---0-----' t-----1---+-+-+--+--+-+--'---+1+--l+----+--+--+--+-I ' ! -+--+--+--+--I I LATERAL A-5 I I 1+50 I \ I 1 ' ' ' ' I I I I \1.' --+--+-+---1-l--+-t-1---+--+---+--+-+--+-+---+-+--l-+--+--+-+-+---11--+--l---l--l----l---l-1-1----1--+--+----l---l-li¼--l-.11 '--'c,9.,1 '--c--f-t-+---i---+-+-+-t-+-+--+--+-+--+-t-+--+-+--+--+-+ 1C ( N -'l I I +-+:-+---0-1---+-I -+-+----1--I I~..,,, I ,,,...,. l.■I, • vp I I I I I 2+00 D.\{ Engineering Civil • Surveying • Planning 18 Technology 'D¥i.:ve, Suile 100 h'vine, (A 92618 I (714) 753-9393 FJX (714) 753-9322 PLANS PREPARED UNDER lHE SUPER~SIOI/ or, -✓~?'!f'.---ad e SCOTT M, \tjLSOI/ RCE 49884 'f--Z,547 DATE DRAWING fl_[ !..OCA17CN: e.aoc 12.DWG 1 -+--t--1 I I " Z, > ,. --.... ( ON •T UC T • 3 ~.F I I -- I I r 2+50 0+00 APPROVtD I I ' I i LATERAL A-7 PROFILE SCALE: 1" =10' -HORIZ 1• = 4' -VERT. 0+50 C-3004-DD UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II 1---1-----+-<-----___je---------f~Li') tt/08/~~ DJH ill " AS Btl/LTS , -,:uy-Z,,T~IES~EM:!;, G~,~~R~-C~c~Ne::!!D.~46~21~4 ~1----S-T_O_R_M_D_R_A-IN--P-R_O_F_I_L_E_S ____ I 1---'----+--f-/--,,-, ,------------+,n.---..._.>S~. 8A 1E ., -,; •"'I ? 5/21/97 ili ADDENDUM NO. I ,nt-/"' [)/\ TE 3" COM~EMTS CITY OF NEWPORT BEACH W-5257-S C-12 REVISIONS 4 25 97 PUBLIC WORKS DEPAR1MENT SHEET 15 OF 66 1. I I ' r I ' I INSTALL HA, 1RAIL INSTALL,-:;--,.__ INTO EXISTIN ~ I -~ ~ --------7 HANDRAIL \ _!LAST!C PO:_!_ SLEE~ j_ _ • , '-----INSTAU HANDRAIL 1 _j I ~--6+·-~------~ : 1 I r--ENCLO'URE WALL SECTION--,--------:-'-' I TYPE I WALL SECTION I 'a ,. ' ;a: I~ STALL HANDRAIL ---..__ /,.. -1~ I L - ---- -~ ---4 --SEE DETAIL ~"" , t ' ~ '<?t6' ~6'__, ) ·, I L _ _J ,.,,,.. -·--~ ~ ON SHEET C-10 43_29 '± "-; ;:,_ (109,JJTW} ---- fa 1 ~ WALL .A. SECTION THIS SHEETj fJ -----<--22.11' --------!-+-__, JJJ' f-----'------+----+---26.88' ------+----------!---+---12.05' -----1 I T 'PE II WALL SECTION I Tl "E II WALL SECTION 12 TREADS @ 11" ,()<? i i c> ~ ~ ~. ~,~ 'er c; ✓~--+--------1-,---------=-=----+-----------+--"1 1--1------11i,;-c-------t---'--1 1 _-_~_"'-~-'-'+·'/c-=~· c!L~~~,;z---------t---------!f--~~~------1-------+----l-------------l----------"'i'j___j_~____"-!;!-v't-,.,__)_~""-:,_::_· 33 _,~=i=-i===l====:::/:::;:/::;:;;:: ~=='l-·!~2 7:;;:~6;:;:;~l~:::t=::±1c::':s4='il=:/::==\=="1. ___ J_ ___ _J_-_-_~_.\..\-_~_:l~_-----',,,_\-=-~--=-~--=~--=Li-_-=_-__ ~_-_~_-_-_J_-J_ __ _J ,vv "-.." I 1.33' ~ iJY . 1, 4.DD~ / / / ;;.,J,~ t67TTYP, - ---:::: ' I ~ I '-,_ .,./-+-____ 12_.1,_tJ_' ___ __,_~· _.,, '0a / 1 /WALL )\. _ _ _/ ~ OVER::~: 1 ;~UCTURE ', FINISH SURFAf'E AT BACK OF WALL FIMSH GRADE AT'BACi' OF WALL ~1'_,. • 1:? ~ / STAIRS PER~-_j !:>;; k " I ~ -, / APWA ------. -\;; ~ I ' 1.55 2.72 /' 1'-1ST 640-0 \ , "' I ' ~"), ~ 4_00 , / <§> / TYPE B __ r:;, -1-~ l:iJ '-. A _.---/ "> / 9;, \ _, --1 q, * --~ r 1.3s --~ -, ~ 1--c~~~-,+-~~~---,I I " :::: '/. ~ 4.00 ----~ I - - - -%s, 1/0/ / '1//(Ji.1y/r;//,/// <,() ~l " ~ 'V k 5 ___ 33' ----_t.-' t!!'IAIIOff G·"'•DE, T 81J C,K OF '"·LL I -BACKFILL AT \ VA / uys J' C/); ~\)• .9. ~ ----'--r I,w1,;,, ,,,, ,,,, "i'f&o I )67 95% REL _ -_ -_ -_ \.~ v ///// 1/ / //// '" / l-t----~,r,··-'8-'---------lt---+-fj-7,-'Nl_'S_H_GRADE __ A_T_,t-:4-C_'E_a_F_~_L"<,:-------+'---+.~~!'------'?6'_'.>_:~y---,,7'"'1'---+~~~~-5-·_J_J;::~--:--=------~ v ~ I 1>:;;-1 COMPACTION '-. '---,..,,.... " iRH~u~_/~--/L ___ ---1--1' ·--"-"-. i ~ "'/---+---- 6 ' 6 .:.:.~---___.----+' 1 ..--..--.---f v FINISH SURFACE AT f 4CE OF WALL ~ u 'l ~---__ t __ --~ :_ _: _ ~::> __ __ __ ( _____ ---i-'9&;--'~ FINISH SURFA ':EAT FACE OF WALL %, " ~ ~ ___.. ..--..,___ = ,;c.. 12.00' , ·"), ,;c.. ------ --14.-11' - -__:,.__ -1--~ = ~ ,;c.. ~, ---+-1 ---------~--1 -----+---+-------~ ''l------'----.:C25=-.J:.:Jc..' ___ i ____ ·&_e>_,~'r-------+[----J2=-.o'-'o_' _____ -+-----' ~A ---------' ,96' ~ ~ 8.00' '6'>-::?-"I----+! ------1-----+i------------1----------" HORIZONTAL SCALE -NTS I I I I I l:S~ALL HANDRAIL~ ---~ ----·· --w 'AL~ _ .. _.A_"_ - - - --INS-TALL-HAN.-DRA-IL <_ J _ • - - ---- -_I_ J--riw.-.A-----~-r--,L,----,~-a---,,..------+-------+-. --------+-------~I ------------- - ~ ---------.---------1------------------2 ----------------------- ,.,~~ I ()'J 'I I 1/7~,--" ~ I I ~ \<;i~. J' \l'! INSTALL HANDRAIL v ~ -21.33' -C..--------1-+-, ------145.84' --+---+'------1---__J---1 +------------'--- --,-- - - - - - - - - - ----- - - ---- - - - - - - - - - - - - - - - -- l::ci=MA=TE="R=tA=L=lc'.-rJIN-sE-c-T1-oN-..l..l I MATERIAL BIN ss ~Tio~ I ' I ,,_ ______ I _r_ri_'PE-, ::~:-ss_c_TJ_1o_w_l -+--------j~--+--------+-----, -T-YPE_1_w;:~ 9 ·~ :CTtON f------------' Hi 1?1ZONTAL SCALE-1'=4' HORIZONTAL SCALE N. T.S. j WI-i..i.. HORIZONiL SCALE-1"=4' WALL "c" STAIR WALL I __(FS ___ ------,------------------... __ _ ------\ ! \. ~ -------------------------. ------------~ 1----i-----,v ... -~----+-__ __,_ ____ __, __ __j_ _______ ;-:,,-.:.,~;AT~ 4CK ~w~~-=-=l~~---c--,i ----+---------+---------'-._~--+~F~=w.=1s~'H~s=u.='R.='F.~Jl~cE=-A~T~BA~c.='Kc±l~a='F~W.=;.i~L~L---~;+------I.------------1-------------------------------_--l_,_------------~-y-i __ -.--~_t-~--~c---,=. --.;i.--;:c__B-.0-:---'------Jl---~-(f<JY,.f',· ~i/.-____, I ! -q: ~ ::I ~ 10.67' I FINISH SURFACE AT F 4CE OF WALL 10.67' I a m" ~ ~ L-----I e?0 ...._~ _____ J...=._21._:.;coo_' ------'-----' I ~ 16.00' 1.-----------' i I N.T.S. WALL CHANGE IN MAH SPEC. OR BAR SIZE/SPACING -----~ ---+-----------+-------------------------------1 "F" PROFILE SCALE: 1" -AS NOTED 1" -2' -VERT. 12"' C.t.A.U., SLD. GROUT 17T -----1-~--1-.- fm= 1500psl. F y= 60000psl I -----¥v) , HO/ 1ZONTAL SCALt.· 1" =2D' HORIZONTAL SCALE: ~ LL "D" WALL CHANGE IN IJA.T'L SPEC. OR BAR SIZE/SPAaNG ------NOTE: SEE RET. ~IN/NG WALL NOTES 110 ft5 C 16" Vert @ Edge --t----1"74 #4 0 24" Horiz I ~/1.-i,,w,sm,=,,.,.-_ ___:= ~ l!fiiT~llf~·,,-"· _____ _j_ _______ _,_ ___ -1--ck_H~AN-'G"-E -'-IN MAT'L SPEC. 0R_B~A,RR_ss-~1z~E/:=SP:~c---¥1~NG~=f' ~~~~~l~~==J=::::;:: 1 ==;:c ____ ~~-----l---f~~-8.00' 6.67' ;: ~:i.rn;srn:GROUT 172 ', , /} rm= 1500psi, Fy= 60000psi V) ½ #5 o 1e• Vert o Edge .:__ ___ t-4.:!..j ! -~ 1/4 0 24" Hoclz ~ '\ ?;: ~13• ; ~ ~ i -,-~ f½ !'-----ll'=lll=llfg11TJ!!:111-... ,,. ~~ r// 'fil'f~"-"" ,,. 1 16" C.M.U., SLD. GROUT ---F"'./, r/.1 " fm= 1500psi, Fy= 60000psi -V / :J #7 0 8" Vert O Edge -----1,444-1 ~ ~ #4 @ 24" Horiz // ~ :~½: 1---"'-''''cll-WL' --1///' 1 I'.:'.::: I / / "~''"--~ ; • ~--'----'1""8""'1',r//°../, 6.67' I TYPE I WALL SE~TION I 108.50 TW ~ i! L I f@'.4f1t~1 -v:::: '½ ' HE L (top#J4,H#04Rl2@.1A6S.OSOH"OoWN.c. -, ,,'-, ·_,.,,'_~.--.~ '.;q_--,.c.,,,','---:=l-.1 16" C.M.U., SLD. GROUT -----+-~--!-• ~ I ~ p I'--.._ __,,. 1-----~ftR--. ---~-"'------------+------~~--___j IVD I f'm= 1500psi, fy= 60000psl -----¥'« 1 ,' - 116 @ s• Vert @ Edge // SUBDRAi "' ·-- 1/4 @ 24• Hoclz // ' / DETAIL FER ~ ~ "O.:so /;<' ,rf;J j ~~::i~~~~;,';E:~~oo/'' . ~-. ,~-,· SHEET cl-141 ~ '1---6_.6_7_' ______ _:cB·:.::_o:..o'_f---____ __:6.:.:.6_:_7_' --V/ ! 1/4@ 24" Horlz 'oo::::: la1~1alkia![111 :. ·,; . .. ,. J a ~ _ : .1 lil'i'ii"IIT.T:ll=a=II~ . -• ~-·, i WALL "H" N. T.S. HEEi (top): fj6 0 16.00" o.c. • _-, ___ ·._,_ ·,.-<-,. ~ -· ,.'' , ,, -~ --<1~--•• 1--~~ #4 HORIZ. AS SHOWN · , · · · ,-• , , •:• ;, ' • : ' __l ~ .,.,_,.,. " - . ' , • ---a'r---+ ,,, :.:..::.:. i----+'--.:._ _ _,_ -·--i ' i ' ' i WALL ' ·_A. SECTION NO. 1 WALt HEIGHT = 12'-8" N.T.S. .. -• I WALL "A. SECTION NO. 2 WALL HEIGHT = 11 '-4" N. T.S. 12° C.M.U., SLD. GROUT 7'.'.1 1 fm= 1500psi, Fy= 60000psi --4'/) , #5 0 16" Vert O Edge .:_+---~41l':11TI!l11[ID'I' irrl11i.lli!;;,,"'•·.----- H4 0 24" Horiz ;,; ~II-"-" CHANGE IN MAT'L SPEC. OR BAR SI E/SPACING -----~ 6" C, lt.f.U ., SLD. GROUT t'm= 1500psl, fr-150000psl 'ii ON SHEET C-15 ~ ~,. ,;,; ~ • t,4 0 24" Vert@ Edge ---I--ID~=tn~I,_111,r, 1illu.111CCC, .•• ~ _, _ _ _ .i __ . J! ___ li'_#4~01)_2,244""_HH~oriz_iz ____ L_.tl:J"7:'::.. ___ _J_Lll--=::Jl=======:J:::::t:===:i_::======r=--_L ____ _J ~ ~ 16" C.M.U .. SLD. GROUT /! • fm= 1500psl, Fy,,,:: 60000psi ~ ., ·IP@ 16" Vert O Edge ----.J;444-J '- 1/40 ~ H-½'. t .... ,.,.. --,% ~ '1:,JAL-~;,_• __ _;_ ~ CTII F~tte,,111~1~ .I ii=#ii~ii~ii~/~ ~ -L----1--'---'- H EEL (top): #4 016.00" o.c. • ., • • __ ,· •:--.~-·::::J ==r ~ #4 HORIZ. AS SHOl',N ~~='::;'"...,.-;u_ =,,,;:..._-➔ ·_r .... : ', ,_ ',' .-_ •.. T ,. , -'-'------'- ··-.. ... WALL "A" SECTION NO. 3 WALL HEIGHT = 10'-0" N. T.S. Dllf Engineering Civil • Surveying • Planning 18 Tec.f'rnology DriV~. Suite 100 '•Irvine, CA 92618 I (714) 753-9393.. FAX (714) 753-932~ PlANS PREPARED UNDER THE SUPERVISION OF: ,&wt:r??t--.a.4 A SCOTT M. \llLSON i!CE 49884 f-Z-5'-97 DATE DRAWING FILE LOC,\110N. 580C 13.0WG "J.A TE 1 o• C.M.U., SLD. GROUT ~ \c.#6 @24"\ ~ ~ 1_-1-,~ ---~-+ 1l ~ "" "' 11! ,-/ fl4 @ 24• EA. WAY Oil :§ ~ (!) 0 =,; f"m= 1500psi, Fy=, 60000psi Hf3 @ 16" Vl!!rt @ Edge -----!hi.I ~ H4-@ 24"' Horiz V -,!. ,-1'.=2'.. I/ -.,,..---~ 1 1· -~ l'"-2 3/4" ;.; r-w!n c/ • L ~1•1 "'/ '¥== =':'L..... _ __,__,___,_ HEEL (top) : #6 0 32.00" o.c. ,.-,,, ,_-:. _ ::": :=J: ! BY (14 HORIZ. AS SHOWN , .·• I ,,, WALL "A" SECTION NO. 4 WALL HEIGHT= 7'-4" N.T.S. APPRCv:o ...A COMMENTS APP'D RFVISIONS -::: :::,:. ...... <: ~ ~✓~ """'is 1<, ~"' • "' I 0 4-25-97 "" \ \ ~ ' FINISH GRADE J' SEE GRADING PLAN° I 2'-2" MASONRY BLOCK WALL NTS C-30D4-DD UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II RETAINING WALL PROFILES W-6257-S C-13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 16 OF 65 I I I I I / • 2 -/4 BOND COURSE /4 BARS HORIZ AT 24' 8' S0UD GROUTED MASONRY i I 2 -/4 o/,RS BOND C0UR:f[ ,:--7-:-. ..,,.-.,,,--~---~ ... --tff'I!....,, • ,_1c= • -• __--l4 BARS HORIZ AT 24' SELECT 2 -/4 BARS BOND COURSE __--/4 BARS HORIZ AT 24" 8' SOLID GROUTED MASONRY 14 BARS OVERT. @ 16' 0. C. 8" SOI.ID GROUTED MASONRY j4 BARS , VERT O 16" 0.C .. 2 -j4 1ARS BOND COURSE BACKFILL PER 2 -/4 BARS BOND COURSE 12' SOI.ID GROUTED MASONRY 'y' BARS (SEE TABLE) "x• BARS. (SEE TABLE) SELECT BACKFILL PER SOILS REPORT ' ' : i SOILS REPORT RECOMMEN0A TIONS'--- 14 BARS O 16" 0.C. 14 BARS HOR/Z (S£E TABLE) RECOMMENDA 7/0NS--rr FINISH SURFACE SEE ·12" SOL/EJ GROUTED MASQ Y •x• BARS (S£E TABLE) 'X1' BAR~ (SEE TABLE) /4 BARS !HORIZ {SEE TAB ) 2 -/4 BARS BOND COURSE 16" SOI.ID GROUTED MASONRY •x• BARS. {S£E TABLE) •xi• BARS (SEE TABLE) SUBDRAJN -,..._ DETAIL I i FINISH SURFACE SEE SUB0RAIN j4 BARS HORIZ (SEE TABLE) ~f7'------'--.:::::_:.':_RN,'.'.,':1SH::_'SURFACE DETAIL HEREON-J-.--1-- ®TYPE I-A DETAIL N. T.S. TABLE: TYPE I DETAILS DETAIL •x• BARS TYPE I-A 2·-0· 1/4 @ 16" TYPE I-A 1/4 @ 16' TYPE I-A 1/4 0 16' TYPE I-A 41-0" TYPE I-B 31-611 TYPE I-B 5'-4" 31-911 TYPE I-B 6'-0" 1/6@ 8" TYPE I-C 6'-8" #5 @ 16" TYPE I-C 4'-11' /fl @ 16" TYPE I-C 8'-o· 5'-5" 1/6 @ 8" TYPE II DETAILS NUMBER Of 1/4 BARS IN FTG 4 4 4 5 5 6 7 7 7 8 TABLE: GRADE SLOPE 2· 1 MAXIMUM BEHIND THE WALL DETAIL TYPE II-A TYPE II-A TYPE II-A TYPE II-A TYPE II-A TYPE 11-B TYP£ 11-B TYPE 11-B TYPE 11-B TYPE 11-C TYPE 11-C ENCLOSURE WALL 2'-0"' 2'-o· 2·-s· 2'-o· 2'-1" 2'-9" 3'-3' 3'-a· 4'-1" 7'-4· 8'-0" 4'-10· 81-011 •x• BARS N~~BAR? IN FTG 1/4 @ 16" 4 1/4 @ 16" 4 1/4 @ 16" 4 /14 @ 16" 4 /14 @ 16" 4 HS @ 15• 5 1/5 @ 16" 5 /15 @ 16" 6 11s @ s· 6 lf6 @ 16" 6 6 KEY FOOTING DEPTH (d) DEPTH (If) 0'-6" o·-10· o·-10· 1·-0· 1·-0· 1'-0" 1·-0· 1'-2" 1"-0" 1'-8" 1'-10· 1'-0" 1'-0" 1'-0" 1·-0· KEY FOOTING DEPTH (d) DEPTH (t1) o'-10· o·-10· o·-10· Q'-8" 1'-0'" 11-011 1'-0" 1'-211 1·-0· 1'-7" 1·-0· 1'-10· 1'-0· 2'-2· 1'-9" l.xJ "b '2" 2~ TYPE I-B DETAIL N. T.S. 8" ~LOCK I I 8',12j BLOCK 8",12J BLOCK 8',12t BLOCK 8",12•,1~• BLOCK 8'12"1 • BLOCK ' . ' 8' 12" 1 $' BLOCK . ' ' a· 12· BLOCK ' ' ' 8",12• ~LOCK 8", 12" ~LOCK 8",12" ~LOCK a• 12" 16" BLOCK ' ' I "h1'' "h2'' t-o· 2"-B" t-o· 2'-0" "Y" bars _I I /j5 0 16" /j5 @ 16' ' ·x1" barl #5@ 16" #5 @ 16" #5 @ 16" #5 0 16" #5 @ 16" 2·-a· 2'-o· 11s @ 1e· 1/6 @ 15• & FOR FOUNDATION KEY DEPfHS GREATER THAN 1'-0~ INSTALL j4 BAR O 24' 0.C. VERT/CA. I IN THE KEY WITH /4 BAR CONTINUQUS HORIZONTAL IN THE BOTTOM OF KEY. "h1" 3'-4" 2'-o· /j5 @ 16" /fl @ 8' : KEY • WIDTH i ·vt 1'-0'" 1'-0" 1'-0" 1'-2"' , • i"' 1 '-o: INSTALL /4 BAR O 24' 0. C. VERT/CA ffi FOR FOUNOA TION KEY J' THS GREATER TH. ~'>,,, ">j~ IN THE KEY l'ITH /4 BAR CONTINUOUS ':':,,::,., , . HORIZONTAL IN THE B0T7i 'M OF KEY. KEY ~DTH "w' Q'-6" 1'-o" 1·-0· 1'-o" 1'-o" 1'-0" 1'-0" 11-6" 1'-6" <~\, ">j::l!ir.r-::Y j4 BARS VERT. AT 16" _:i "'<=/:•~ 14 BARS H0RIZ AT 2f ~ ,~ • Iii; 2 _ /4 BOND COURSE 'rt;'~ ,, 2 _ 14 BARS BOND CWRSE .'0-r:: • • v-:~./4 BARS HORIZ AT 24" BACKFILL PER /' ' • -----a• SOLID GROUTED MASONRY BACKRL PER '::!!! ~::,~ V SOILS REPORT------;:; ~ 1 SOILS REPOR[ __ ...---'l::, ~1 8' SOLID GROUTED MASONRY RECOMMENDATIONS ~ I ~/4 BARS VERT. 0 16'10.C. RECOM~ENDATIONS { B.""""''LL n'ER / • • ( .1 ':::, V _,,,-2 -/4 BARS BOND C0URSE ' ,., vori, r, T J X BARS. SEE TABLE; , , , I . SOILS REPOR /' ,c: -,. "/ • , ,c: RECOMMENDATIONS:: 5' ,j4 BARS O 16" O.C. ,~~R+-11t-'"ll ,12 SOI.ID GROUTED M1SONRY ... ' • +---'--,r-f~J:;Jt 1/ /IF/NISH SURFACE ;c~+-~-,~•i- 6 - 4 -lt~ v~~ = ~~) ;;,,-~ \, • ,t•. _J_ ~ !!,;j c!, ! 1--1-1 1----~<-----'---+-- 1 , 't I t 'i.o 8 • jr-• · ·• .,. t s:JsDRAIN1 L 1-+--1 ·w-I~~ ~ .,. ;;,,-•~ · • ~ • , • • _, DETAIL SEE I 8" · ' ;<> ' !0:: I -t-+-"'l t,i 'b/2" I 5/JBORAJN DETAIL it 0 TYPE l~:s. DETAIL SEE SUBDRA/N DETAIL • Trr~~ p 4~ ., .;, ~,"'"""_...,.... 1 • ~~ ~ -'-.......... 'w" 2" CLR • j <o -2· .• ~ • \!•• .. ' -• • CLR «> • •. " . • • 4 1 • 7. J" -""' #4 CLR BARS _J7 AT 12" 2 ~ • 1.00' ., STEP FOOTING DETAIL N. T.S. SECTION 3 --EXISTING RESERVOIR ::::-----....._ SECTION 2 ii!! SECTION 1 SECTION 2 20' FINISH SURFACE 10' SECTION 1 f'";;\MATERIAL BIN DETAIL - \.::_) TYPICAL SECTION LAYOUT PROE!tE 2• CLR (TYP) 8" N. T.S. 2 -/4 BARS BONO COURSE ..----#4 BARS H0RIZ AT 24" 8" SOI.ID GROUTED MASONRY j4 BARS WERT. 0 16" 0. C. 2 -/4 BARS BOND COURSE 12" SOLID GROUTED MASONRY "y' BARS {SEE TABLE) 2 -/4 BARS BOND COURSE 16' SOLID GROUTED MASONRY •x• BARS. (SEE TABLE} "X1 • BARS (SEE TABLE) j4 BARS H0RIZ. [SEE TABLE) RN/SH 'RFACE NO. 49884 P 9/30/0 15' MAX OUTFALL THROUG WALL OR OUTFALL THROUGH CURB FACE WHERE CURB IS LESS THAN 15 FEET FROM FACE OF WALL CURB FAC',---.... RN/SH SURFACE RETAINING WALL 4"DIA. PERFORATED SCH.40 PIIC' WITH PERFORA TIONS DOWN. ONE CUBIC FOOT PER LINEAL FOOT ALONG WALL OF 1/4" TO 1-1/2" CLEAN GRAVEL 'M?APED IN APPR0 VEO RL TER FABRIC JD □ CAULKING 1/4" PREMOI.DED EXPANSION JOINT FILLER □□[ 1" MIN EXPANSION JOINT N. T.S. 2' DIA. SCH. 40 PVC AT 25 FT. MAX. INTERVALS 4 • DIA. SCH. 40 PIIC' A T 50 FT. MAX. INTERVALS 16" • • • <:, -' «> • "'" • I - 8UBDRAIN DETAIL N. T.S. 1-1/2" CU{. 2'-4" j4 @ 18" EA. WAY • • • I : I - i ' ,----' - -; , I ~ ' : -1 , !----, I . FACE 18' >s ~ 'c:, • I «> • 1-1('2" CL. 2'-4" /4 0 18" EA. WAY • • --/5 BARS O 16" EA. FACE /4 @ 18" EA. FACE • / 2-/4 T. t!t B CONT. a1· 11-,.;..a.a;;;;;;.;;;;,,;;;;;;;;;;:.;;t i - 2" CLR 5/JBDRAIN AND BA REQUIREMENTS DETAIL ON THIS NCL0SURE WALL j4 BARS O 16" T It B CONT. T. t!t B CONT. 4'-<f" I TERl~~s.s~~-~c~J-l 1-1('2" CL . j4 0 18" EA. WAY • • 16' • • • • .. --#5 BARS O 16" EA. FACE 3" CLR. 14 @ 18" EA. FACE j4 0 16' --::-6" 18" 2• CLR /4 BARS O 16" T t!t B CONT. \/ • 5' -211 (ij)MA TERIAL BIN DETAIL N. T.S. -SECTION 2 WALL BEYOND ELEV 101.92 WALL BEYOND TOP OF WALL ELEV ; 100.50 FIELD VERIFY 1• JOINT FILLER WITH'---, COMPRESS/ON SEALANT 13" 2" MIN TOP OF STRUC7VRE ~----t----1-------~--::_L~~T' OOSH I I i /';;k:ACE 1-----J-----,-T--l--7 I I ~ ~---_J I I r-1 I I I I I I I '\----+----' ~ I _J. RESERVOIR OVERFLOW STRUC7VRE I I I I I I I I I L_ L __ _ FIELD VERIFY WALL L0CA TION PRIOR TO CONSTRUCTION T ~ i---------1 I I I STEEL REINFORCEMENT ANO FOOTING PER TYPE 11-C WALL SECTION. MODIFY WALL SECTION 70 BE 12" CMU BLOCK FULL HEIGHT SEE OVERFLOW STRUCUTRE DETAIL FOR PLAN WEW ON SHEET C-10 0 I 1}:;:_:;;:::::='.,,--i EXISTING t-I MIRADRAIN PANEL I I ---r GRA 1-f"L BACKFILL I\ N0.3 CONCRETE AGGREGATE illl COMPACT WITH HAND DIRECTED MECHANICAL EQUIPMENT WHERE NECESSARY. I EXISTING I I RESERVOIR WALL --._I INSTALL SUBDRAIN PER DETAIL THIS SHEET (ij)MATERl~~s. BIN DETAIL -SECTION 1 0 CMU ENCLOSURE WALL t 3• MINIMUM CLEARANCE ~ELD _VERIFY PRl°'j TO CONSTRUCTION NTS Dllf Engineering Civil • Surveying • Planning 18 Technology Drive, Suite 100 lrrine, CA 92618 (714) 753-9393 FAX (714) 753-9322 NOTE: SEE RETAINING WALL NOTES ON SHEET C-15 C-3004-DD APPROVED UTILITIES y ARD SITE &. BUILDINGS 1-----+---+-----------+---t IMPROVEMENT -PHASE II it/08/.99 DJM. ,, AS 8UIL75" WALL SECTIONS AND DETAILS ADDENDUM NO. 1 0 TYPE l:~s. DETAIL 0 TYPE I~~. DETAIL PLANS PREP.IRED UNDER lHE SIJPERVISION OF: 5/21/97 ~c.µJr ?Pt--af e.._ 1-:--Z 9-: '17 DATE BY SCOTT M. \lllLSIW RCE 49884 DATE DRA\\'ING FILE LOCATION: 6!l0C-14.DWG COMMENTS APP'D REVISIONS 4--2$---97 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARlMENT W-5257-S C-14 BIE&T 17 OIi' 85 I I : I , I f' I . I I l I /. - 10+00 RETAINING WALL NOTES: 1, AU. CONCR£1E BLOCK MASONRY UNITS SHALL CONFlllM TO A.S. lM. C-90, GRADE "N". MASO!flY (m = 1,500 PSI (MINIMUM) COMPRESSIVE STRENGlH. MASONRY BLOC!( COLOR AND STYLE SHAU. MATCH EXISTING SllE MASONRY BLOCK WALLS. 2. REINFORCING SlEEI. SHALL CONFlllM TO A.S.T.M. A-615, GRACE 60. 3. CONCRElE SHALL ATTAIN A MINIMUM ULTIMAlE COMPRESS!\£ STRENGlH OF 2,00D P.S.I. AT 28 DAYS. PORTLAND CfMENT SHALL BE TYPE V AND SHALL CONFORM TO A.5. T.M. C150, 4. MORTAR SHALL BE MIXED IN lHE PROPORTI<»IS BY LOOSE VOLUME OF 1 PART CEMENT TO 3-1/2 PARTS SAND TO 1/4 TO 1/2 PART LIME PUTTY OR HYDRAlED LIME AND SHALL ATT.AJN A MINIMUM ULTIMAlE COMPRESSlvl: STRENGTH OF 1,800 P.5.1. AT 28 DAYS. MORTAR COLOR SHALL MATCH BLOCK COLOR, MORTAR SHALL BE TYPE S PER THE USC TABLE 24-A. 5. GROUT SHALL BE MIXED IN lHE PROPlllTIONS BY VOLUME OF 1 PART CEMENT TO 3 PARTS SAND TO \IIIICH MAY BE ACDED NOT MORE lHAN 1/10 PART LIME, ONE TO lWO PARTS PEA GRA\£[. l\llH SUFRCIENT WAlER ADDED TO PRODUCE CONSISlENCY FOR POURING 1111HOUT SEGREGATICN OF lHE C<»ISTITUENTS. GROUT SHALL ATTAIN A MINIMUM ULTIMAlE COMPRESSIVE STRENGlH OF 2,000 P.S.I. AT 28 DAYS. 6. POUR All FOOTINGS AGAINST SOLID NA !URAL UNDISTURBED EAAlH OR COMPAClED FlLL COMPAClED TO 90ll: RELATIVE DENSITY. EXCAVATIONS SHALL BE INSPEClED AND APPROVED BY lHE CITYS REPRESENTA11VE PRIOR TO POURING FOOTING CONCRElE. 7. BOTTOM OF FOOTINGS SHALL BE MINIMUM OF 18 INCHES BEi.OW THE ACJACENT GRACE. WALLS LOCAlED AT lHE TOPS OF SLOPES SHALL MAINTAIN A MINIMUM HORIZONTAL DISTANCE OF 5 FEET FROM BOTTOM OF FOOTING TO FACE OF St.OPE. 8. SET THE FlRST COURSE OF BLOO< INTO FRESH CONCRElE OR PROVIDE 1-1/2" K 3-1/2" WOE KEYWAY IN 11£ CONCRElE FOOTING OR IN THE CONCRElE SlEMWALL, AS APPLICABLE. 9. ALL REINFORCEMENT IS TO BE 2 INCHES CL.EAR TO MASONRY AND 3 INCHES CLEAR TO EARlll tl CONCRElE UNLESS SHOWN 01HER\\1SE. 10. REINFORCEMENT SHALL BE ACCURAlELY PLACED AND SECURED SO THAT IT \\1LL NOT BE BE DISPLACED. 11. RrnFORCEMENT IS TO BE SPLICED AT 40 BAR DIAMElERS MINIMUM, 12. ALL CELLS SHALL BE Flu.ED SOLID 1111H GROUT AND RODOED. 13. ALL CELLS ARE TO BE THOROUGHLY WETlED BEFORE POURING GROUT. 14. GROUT SHALL BE 'l,{lJ. RODDED TO ENSURE A GOOD C<»ITACT 111TH RrnFORCEMENT AND TO EI.IMINA TE Roa< POCKETS ANO VOIOS. 15. GROUT SHALL BE POURED IN LIFTS OF 8 FEET MAXIMUM HEIGHT. WHERE TOTAL GROUT POUR EXCEEDS 8 FEET IN HEIGHT GROUT SHALL BE POURED IN 4 FOOT MAXIMUM UFT5. PROVIDE CLEANOUT HOLES IF LIFT EXCEEDS 4 FEET. 16. AU. EXCAVATION AND BAll<FlLL BEHIND WALLS SHALL BE MACE TO THE SATISFACTION OF THE CITYS REPRESENTATI\/1:, 17. NOT USED 18. INSTALL SUBDRAINS BEHIND WALLS PER SUBDRAIN DETAIL CONNECT SUBDRAINS TO NEAAEST STORM DRAIN SYSTEM OR DRAINAGE COURSE IN ACCORDANCE WITH lllE RE(IJIREMENTS OF THE GOVERNING AGENCY. 19. WALL PATTERN SHALL MATCH EXISTING PERIMElER WALLS ON SllE 20. DO NOT BACKFlll AGAINST RETAINING WAU. UNTIL GROUT AND MORTAR HAvl: ATT/>JNED DESIGN STRENGTH, OR UNTIL 7 DAYS AFlER WALL IS GROUlED. WALLS ARE NOT DESIGNED TO ACCOMMOOA lE LOADS lRANSMITlED BY HEAVY EQUIPMENT. 21. CONTRACTOR SHALL vl:RIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB, 22. CCNlRACTOR SHALL EXERCISE DUE CARE TO PROlECT ALL EXISTING IMPROvl:MENTS AN□ FACIJTIES Wll\lN AND ACJACENT TO THE CONSTRUCTION .AJREA, ----. ---.. I -1----- J I----' - -, ----' ' I : I I --,- _,_ ---- PROFILE SCALE: 1' 40' HORIZ 1• 2' 'tERT. 11+00 12+00 13+00 14+00 16+00 16+00 17+00 18+00 18+00 ' LINE "C" PROFILE EXl~TINC 16" DIP ,7 -~ ~ Fj ----=---=\ EXIST/NC 5• DIP LATERAL I 16TH STREE, .'¼< ~ ® II ~ REMOVE EXIST/NC 5• DUCTILE IRON M.J. CAP. I AND PCC THRUST BLOCK I I ...,,....~ INSTA/.1. PVC/DIP MJ COUPLING REMOVE INTERFERING PORTIONS OF EXISTING 12" PVC LINE (R/W ~6~ sf=:; ~ _....-----INSTALL 6' DR/4, C-900 PVC (MJ} WITH RESTRAINED ENDS SEE PLAN C()NNECTIOl I TO EXISTING 6" DIP LATERAL DETAIL 52 I NTS ! EXISTING~• DIP LINE "D (B • . " +---l_l 1 1 _ 5.33' ti1 I I I I I I I\~\_ 18+35.52 LINE "c' ..::12::..:+..::54.:....=:Ll:..::NE:......::"D_,(i::t.E}'-"----+---'"'l---'---rµI]_ 12+53.50± LINE 'D(E)" , X } EXISTING 6"X6' DUCTILE \ ~ "-. '-.__ ---=--= - -IRON TEE (MJ X FE) '-0 ' ~ ----- I '-. "-. " --- - INSTALL 6" ,;, RESILIENT WEDGE sP ~ VALVE {FE X MJ) c-lNSTALL THRUS,-?i ~ / EXIST. 6' K(A.C.P.) ' ~q;:f~£ TO EXISTN~ ii~ -✓v~'-.\~ ________ _ 6'-PVCPERPWI < Ill 1-,,_ 1~1 ~-- - - - - - - I /~I ; I INSTALL 6"X6' D.I. TEE-~ ..,....~ I ~~ ! !~I - REMOVE INTERFERING PORTIONS OF EXISTING 6" DIP AND EXIST/NC VAL 'tE INSTALL 45' ElBOW--Z-L _____l,-L REMOVE EXISTING 6" AC PIPE AND '--. r 1·1 -FIRE HYDRANT RETAINING WALL NOTES ICONTINUEDI 23. CONSTRUCT EXPANSION JOINTS AT -4<:'-□" O.C. MAXIMUM AND AT WALL ANGLE P<lNT5. EXPANSION -XINTS cpNSIST OF 1/4" PREMOLDED EXPANSION JOINT Flu.ER WITH 1" MINIMUM THICK ICAULI<ING AT THE FACE OF THE WALL. I 24. RETAINING WALL BACKFlLL SHALL BE GRANULAR, FREE DRAINING, NON EKPANSlvl: son_ \\11H A SAND EQUIVALENT EQUAL TO DR GREA lER THAN 30. BACK Fl LL SHALL BE COMPAClED TO 90% RELATivl: COMPACTION AS DElERMINED BY ASTM lEST METHOD 01557-91. \\1D1H OF ilHE BACKFlLL ZONE SHALL BE EQUAL TO AT LEAST ONE HALF THE WALL BACKFlLL HEIGHT. REPAIR TRENCH W/71-1 4" AC OVER ¾ 6" AB. .:::;,-._____ INSTA/.1. NEW FIRE HYDRANT (';;;\ CONNECTION TO EXISTING V 6" DIP SERVICE DETAIL NTS FINISHED SURFACE 'tENT STACK ----STREET LIGHT STANDARD PER CITY OF NEWPORT BEACH __.----STANDARD PLAN. 0 0 0 0 0 0 2'MIN -ANCHOR BOLT COVER 1 -F~~~~ 7--'--------~--~-r-+-----~"-T--r'-~-- : I : i_( _____ ~ ___ l_l_(12·sCH. aoP~',_~12·scH. eoPvc I ~-'~~--.,,.....,,-+~ I I EXISTING GROUND EL 100.~/ r_ : r, :·'I I I c.-~ LONG RADIUS BEND I L LONG RADIUS BEND I/ I - - - -I --Ii..-"--LONG RADIUS BEND I L _____ I I I 12"PVCVENTLINE ' 1 SAWCUT AND JOIN EXIST I [ ! I ~-i/ I I I I I ! I I I ! I J I ~L~ // L EXISTING 12" PVC 'tENT LINES 7 ,-----sc-=;-- 1 I i & NOTE: ALL VENT STACKS SHALL BE CONSTIJRCTED WITH A 6-INCH THICK BY 30-INCH SQUARE PCC PAD. L __ _J ;--- / I ' CONCRETE AND REBAR SPECIF/CA T/ONS PER CITY OF NCWPORT BEACH STANDARDS. <::) 'i L_ _______ / EXISTING VAL 'tE VAULT 0B 12" PVC VENT LINE DETAIL I 1 t FINISH SURFACE -1-.lt--,I - _,.,,,,.---2• CONCRETE CHAMFERED EDGES 1111 ~ I ;,...(~---3 #3 TIES GROUPED AT TOP II -• II . _; . ' - --. J ' . , . ' .. f3 SPIRAL REBAR HORIZONTAL AT 6" O.C. GAG£ ·-•~11~~ -~ . _jU:e:i:-jr---1• X 36" X 4" ANCHOR BOLTS WASHERS & DOUBLE NUTS {9-1/2" B.C.) • ----':". ---81/4 REBARS VERTICAL --J ,..,.---- 3"CI.R._ F '' I TYP. • -- : I -- " ~30• CONCRETE BASE CONDUIT & BRANCH CIRCUIT TO PULL BOX PER CITY OF NEWPORT BEACH STANDARD PLAN. RAISED CONCRETE FOOTING N.T.S. C-3004-00 D.M_c Engineering Civil • Surveying • Planning 18 Technology Drive, Suite 100 Irvine, CA 92618 (714) 753-9393 FAX (714) 753-9322 APPROVED UTILITIES y ARD SITE &. BUILDINGS -I-Uf-'OB-/9-_9_ ___ -+D-J.-lfl,,-+_ --£---, __ :_lf_:S_B_ll_TT_ll_S_' ___ -_-__ -_ -_ -_-_-_-__ + ___ -_-_-_ -1. ;~, ,'~ ";,_, "'" • 1--u-1:-~-L R_ITo_y_v_:-:-:-N-F T_IL_~_s_P_:-:-D_s_E_D-:-T-A-IL_S __ I t'---'--+-+==..-1,,------------+-,~.,,-1,>"s-l DM, ~ ·'> •1111? PLANS PREPARED UNDER THE SUPERVISION OF: ·-Jc:,# ?'7f'.---a/d!-_ SCOTT M. WILSON RCE 49884 DAlE DRAWING FILE L0C.l',TI0N: 680C-15.DWG 5/21/97 ,a_ ili ADDENDUM NO. I ,;,z/,; DATE BY COMMENTS AWD REVIS OflS 4-25-97 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5257-8 C-15 8HEET 18 OF fl 5 1 • :,, 'I h "~ ,j . ' I I . I . i ~ 0 TI ~ TI m < z C ~ m m TI a ' " ~ TI ,; 2 I 0 5 0 0 "' " 0 E ~ B z ~ z !" 8 ,. C ~ 0 :1 j, IZ C: 21 CD z p / / 112>--~ 3-1/2 FULLBOX PER L r8 /2" MIN CURB PER e" 6" ii" 74" 7'-8 1/2" 2-J/4" CONDU/TS ~ WIT! I 2#8, 1#8 GND FOR FUEL PUMP ~ ------SECONDARY 1--J 1/? P/J/ I BOX / E\4ERGE//CY VflVT PCR CN/3 STD-3I2-L I 35' ANIJ ?/13, i/llGND FOR CARD READER /SEE DETAIL 'A" I MON/ TOf TIJBE ' "' I - I RIGHT I ;:;: ! I PROFILE NTS , "' 113>---I ~;"-· ---2" N!FRLE WITH ~ GROUN4 LUG. ClNECT TO PUMP WITH EMERGENCY SHUT-OFF SWITCH DECAL TT --_, -I" ' ...-, J 4 RIGID cc, CONDUIT ·' DC) ABOVE GRADc /U f'UMP ' ,_ - 4" NIPP! F I 111 d I I I ---+-<----6" EMEl,GENCY VENT NIPPLE I-4" 0/v 250 & \ 500 GA~L0/1 TANKS I ~--p>,,:::<------t---t----4" FILL WIT'-/ 7 GALLON UNION COUPLING • I JUt:,( CT/ON BOX 1 3~4" RIGID TANK CONDUIT CAPPED ELBOWS 'NSTALL 6" PCC CURB 8" WIDE SEAL -OFF COUPLING BOLLARD PER CNB STD-917-L H£'A THER PROOF EMERGENCY SHUT-OFF SWITCH ✓Z"NIPPLE LADDER OvERFI+ CONT.4/NMENT Y'sc-=-~=-=-~=-~==="---\c:=ttji:::~~=~~~;=::Et:J----2'' NIP/iLE WITH ' GROUNI LUG PULLBOX 6" OUTER CURB h.;~:,,...,.0L, -.➔::,=:,=,',::;:._.:='.,,;:;·.~" J,~;'T: i::::=rr 6-~~P.,.CC PAVEMENT 3/4" RIGID CONDUIT SEAL -OFF COUPLING -----PCCPAD ~ -PULLBOX 15 7/2" 75 1/2" 8'-9" /J'-,3" 6" PLAN VIEW KEY NOTES ~ PC.C. PAVEMENT TO BE INSTALL PER GRADING PLAN. 1 NOTE THREE {3} 1-1/2 -INCH DIAMETER PVC CURB DRAINS WI TH CAPS SHALL Bf INSTALLED THROUGH THE PCC CURB FACE AT LOCATIONS TO BE DETERMINED BY THE CITY. REFER TO SITE ELECTRICAL PLAN FOR POWER AND COMMUN/CATION CONDUIT AND CONDUCTORS ADDITIVE! AL TERNA TE NO. 5 DETAIL N. T.S. GA TE AND MOTOR RADIO ANTENNA FOUNDATION EXIS7JNG BU/LDIN,G \105.32 fl 105.13 rs AND PCC STAIR'1 I 1 1 3.7% 105.39 FS @ 106.76 rs 1 106.13 Fl EXISTING BUILDING F., GB BUI SEE ARCH. A A • ING 3B 106.54 FS~11 SEE ARCH. PLAN FOR SLABS . PJRAL 106.45 FOR DEMOLITION WpRK ±104,4/FS) i JOIN @ DOORW(A Y (/05,60 FS) I .., -.. 4.6;o• :kfMP1 105.46 FS ;.i "' "' - 106.45 rs 106.46 FS 12. 106.48 R RA 106.48 FL-H 1:5. li,,j "'1 I I "· I I I "' • ~.j -1, I I I .. __,.--, /C"' -"i,· 106.68 i,'' I II . ···-+-------+---,-,.~=~--, /<:~ ;- -=-'¥. 3.5% _JQ!ll____ /~ 'I, _ (105.58 rs) \ (105. 78) JOIN EXISTING CO~STRUCTION JOINT ~ JOIN JOIN • • • EXISTING PCC _PAVEMENT Q PLAN VIEW ! I J/4' RIG/~ CONDUIT ' ,r3/4" PVC 3/4" RIGID CONDUIT 3 DETAIL DETAIL NTS COI\ISTRUCTION NOTES CONSTRUCT 6" P.C.C. C.URB TYPE B PER CNB STD-182-L CONSTRUCT CURB INTEGRAL WITH P. C. C. PAVEMENT. NTS INSTALL 2000 GAL. ABOVE GROUND DEISEL TANK WITH HEAVY VEHICLE IMPACT PROTECTION CONTAINMENT STRUCTURE {CONVAULT, TRUSCO OR APPROVED EQUAL} PER THE SPECIF/CA 7/0NS. INSTALL TANK MOUNTED PUMP PER SPECIF/CATIONS INSTALL EMERGENCEY FUEL SHUT-OFF SWITCH AND FIR£ EXTINGUISHER ON BOLLARD, CONSTRUCT BOLLARD PER CNB STD-917-L CONSTRUCT 6" PCC PAD (24"X24") FOR BOLLARD. LOCATE FIRE EXTINGUISHER ON THE BACK SIDE OF BOLLARD. FIRE EXTINGUISHER TO BE INSTALLED IN A KEY LOCKED METAL CASE WITH BREAKABLE GLASS FRONT. THE CASE SHALL BE STRAPPED TO THE BOLLARD BY US£ OF STEEL STRAPS. FIRE EXTINGUISHER SHALL BE DRY CHEMICAL AND APPROVED BY THE CITY PRIOR TO INSTALLA 7/0N. CONSTRUCTION NOTES CONSTRUCT 4" P, C. C. OVER 4• A.B, CONSTRUCT BUILDING CONCRETE SLAB PER ARCH, PLAN AND GRADES SHOWN HEREON. CONSTRUCT 6" PC. C, SLAB WITH #4 @ 18' EA. WAY. KEY NOTES Q PROTECT IN PLACE ITEM NOTED ADDITIVE AL TERNA TE NO. 2 DETAIL SCALE 1" = 10' ,r3/4" PVC :-;>>; ,;-, ./\:.,.., .. -; : .. -_:?/"/ \, ,,.',·: \ ... ''..~;; __ ,-\ .+-.~ . ·V' : , · 123 , 0 , , l l ·, \ 1 ii'~ , ~ '~.:.r! 2.e· ii --+..,,..~11::c:'G~""s_T.:A-l.LLS ·!\:, .•. ,lµ; ..jjj+.,;.._'-'=-ji+j-:· L----1--1:: ' ' j ;; iii---+---• 1 _! ' 1 ""' =~~;!"j;;"!.._,:f·""-~:m'_+-'--4 f.','-; ---+---{~ ~ __ ,-' I i:\ " c;• 1;' ---+---fC( -·\=1.:· ' RESERVO.;R ---------- Dllf Engineering Cjvil • Surveying • Planning 18 Technology Drive, Suite 100 Irvine, CA 92618 (714) 753-9393 FAX (?14) 753-9:122 PLANS PREPARED UNDER l\1E SUPERVISION OF: __,/?c,Q'?'"?'.'-a/....£- SCOTT M. 'MLSON RCE 49864 DRAWING FILE LOCATION: 58OC-15.::WG /" I I BUILDING 7 / ; -----4--; . . . . . . -' . . . . :: _.'.".'.'.'!.$:,;-_•:·.·· ,. ,~ ......... ' :i ,, !1' :[ i :::rc,rw CONSTRUCTION NOTES 24' MIN REMOVE EXISTING SLURRY SEAL EDGE BUILD-UP ------ Cl'i'SV.s!'c ,"J " EXISTING PAVEMENT EXISTING SIDEWALK OR BUILDING FOUNDA TION EDGE SLURRY SEAL EDGE GRIND DETAIL NTS GRIND OFF EXIS7JNG SLURRY SEAL EDGES PER DETAIL ON SHEET C-16. ~=~v:::/%:~: ~~/::JJ1::::::::: ::I PAVEMENT MARKINGS REMOVED BY SLURRY SEAL CONSTRUCT/ON. PAINT 4• WIDE WHITE PARKING STALL STRIPING (2 COAT.SJ /'"EI.I< r:t.AN AND e,,Je, 51V SOG'~L-4 AW'7 ~, PAINT 4• WIDE WHITE NO PARKING STRIPE OUTLINE WIT// 4" WIDE DIAGONAL STRIPES AT 5 FT ON CENTER SPACING. PAINT TEMPORARY PARKING LOT STRIPING AS SHOWN FOR TEMPORARY USE OF PARKING LOT PRIOR TO INSTALLATION OF FINAL AC PAVEMENT CAP PAVEMENT STRIPING AND SLURRY SEAL LIMITS SCALE 1• = 40' C-3004-0D Af'l'h'OVf-1) 1;joaJg9 lJ.JM lb ,, As BO!tTS' UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II 5/21/97 ADDENDUM NO. 1 DAlE BY COMMEWS R[VISIONS APP'D 4-25-97 ADDITIVE AL TERNA TES 2 AND 5 AND STRIPING AND SLURRY SEAL PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARlMENT W-5257-S C-16 SHEET 19 O~ 65 I I I I I cl \;: ,. :r 0 ~ □ i ~ 8 D D ' 0 " m □ --! D D " ~ !1 z Ei C z ~ ~ a ' ~ ~ ~ z "" \; C ~-□ D 7 p I I " ,; z I D ~ □ D 0 m □ D ~ D " m □ D D • !1 < z Ei i z • m J_1 8 l! g r ~ 0 J> C ~ □ D z " I I I / I. r ., i ' \ ·/~j .. ·, .-\...- ~~<::f§f~ ...,.. ..... ~::/i;::>" 'i •( Ii , •• ' ~ ;s)tX~\t- l -',:. 11%~~/ll;:":~::-----~~\ -~-·~--·~~-·- _\ \_, ' i/~i: , r I :~~~v: • ! ', t iilfv, lr([i.~ilj , ' iJ,t,' ",' ", I if;'•iffij/ •• '. '<"' /; '!fl!, ! -, ' ,._"<,,,,_;i-'-, ,,f;);r,',, ' ,,,.,,},"., ,, 0' \ ,\. '".,.,.;."t· ,';o,-:j'/w,•-I •. ·' ....... ,~ -~:t \ \ \ .'--,,•,•ts-::.~·:.,,...., I \\'\_ '~--...i.: -··-. ~' •, ·, ', \ '. • ' \ ', ·, • / \ \ \ ' \\ ' ' -,, \ \ .., ·,\\\ \\\~ \\ .. '· \ -,, -, \ ,' ( \ \ .r, / i / I . 1/ l > I I I PUMP I P~l2..Ki ___ ,__ __ / ,-' /' I .. / ,/ ----1-----1 / I r"!!''!!-<-----,.-- - ------------------- - ------- - -------------- / " i ! / ~---~-~Yd:---~' -----···-··· ----~--,~-.. !i ~ ! i A ~li'iel PONr 11a I' I l I BLDG~7f I I g f I awllr« PO/lfr Ml _, "::I IX. TEEN Tl-I '3TRE:ET I i 1 ' I 1· I ~. ~ ~ I I fit, ~·2;,c·.:c•·-=':c!Pb.===~b::.~..,c'=::-3·±:G~ .. ':2. 2.=· ·:::::e·-~,,___,;,;·,,'s: c.c:::;::· ~2--•L' 11 l ~I I r " !ii i l I ©1 ------------------- I I I I ------- SHEET NOT&I 0 1. REPAIR DAMAGED STUCCO, MESH AND CORNER BEAD TO MATCH ADJACD.IT SUl'IFACE FOR LEVEL AND TEXTURE 2. REPAIR METAL DOWNSPOUT TO MATCH EXISTING. 3. STAIPIS AHO DECK TO BE REFINISHED WITH NEW ELASTOME:RIC TOPPING, • 4. ELECTRIC DIVISION· RENOVATION OF OFFICES.AND SHOPS. : i ·--------------------"·--•-------,-,•.,_..,.,,.,,, ::;;;;:;,;;..;;.,;;;;;.;.:;;~=--------::-.,.-, n I ,. p •. 1 I I I 5. PIPE STORAGE RACKS· REFER TO DETAIL 20-,/1,,j-p~. !!, REQUIRED WITH 2 SETS OF PIERS AND 2 REQUIRED WITH 3 SETS OF PIERS . ·r· .. .L~..J ·t ,. __ ··» l d 20• I I RESERVOIR ----~ f I ,, lj t ! I I Li; l ! t:::_~=-·=··-~--~ • --~~ \ . \_ \.. ' I ' \ 1 \ -/-__ ,_, ""',---..:..,,7 ---"""'- 0 6. BUILDING #7 (N!=W) ALTERNATE BID ITEM #1. 7. BUILDING #6 (NEW) ALTERNATE BID ITEM #2. 8. EXISTING BUILDING • REFINISH EXTERIORS ~-·· .. ffiJ\.'tJ)jl; # j~--•• , o. wa dii~ iiii fi,jor;: w-. A.~. li-.11~ ... 14: ~ 1 -=~=-•Jt.1?~.f' . ' . . ' . .-... -.... ,.,, ....... --· GENERAL NOTES; 1. REFER TO CIVIL DRAWINGS FOR SITE IMPROVEMENTS INCLUDING; BUILDING LOCATIONS, GRADING, UTilrnES, CURBS/GUTTERS, PAVING, FENCES, GATES'AND STRUCTURES. 2. REFER TO PLUMBING AND ELECTRICAL DRAWINGS FOR UTILITY POINT-OFCONNPECTlON REQUIREMENTS. i __ SC.w! IN FEET 1 Inch -40 rt. .• PAUL J. RUPANG, AIA 'AIICHlftm,111 / PLANNlkG 1-----if----+----------------r,---, APPR~ \ C--3004-DQ UTILITIES YARD SITE & BUILDINGS IMPPIOVEMENT • PHASE II ' mn r.¢d Q tit •W DRIVI. COIIONA DEL MAR. ,._,,..n••••••• Dl<TE BY DESCRIPTION APP'D, REVISIONS DATE DESIGNED p JI<. CHECKED PJR.. AFICHITECTUFIALSITEPLAN CITY Of NEWPORT BEACH PUBLIC WORl<S DEPARTMliiNT ll . Ii ! 11 I, I ii l ~ r al 0 ....... " "l \ • DIETERICH POST REORDER N0.145720 FIRE---+ E:)I...TING,IJ10;;;~ LO Ci<'.-1::.R<;; --'--\ '24". 57 1•41 1 ' " ,;2.1 l_4 II 411 ---------11--------------------b r.1_ 011 I LL ~ 4-D I &1-o11 \-AD, 2Lo' ® @) "-P (§ OFFICE • lw-2.I GA. R.· L.G E 1.,0 , I OFFICF I-' []:oq,I ~ IL '- fl w (Sl :::--,-7 i I I ~@ '2.1 • ~ 3 I_ 0 \I 4" ' r SflEET NOTES 0 1. Rf::MOVE oodl=i , FRAME Tti REMAIN, INSfALL NEW DOOR AND HARDWARE. , . . 2. REMOVE OVERHEAD COILING DOOR; Md'tOFI COMPLETELY. SALVAGE TO CITY AS DIRE~TED. 101-·011 __,__C_Le):,..\"'- ~W-CLlT l!,..NQ Ri=N-0'-fl= 5LA1o rO\< 0\-:IONEg. 11.bCkER. NE'-"' e><-1'3TING 3. WOOD STUD 2X6 PARTITION WITH·S/8" GYPSUM , BOARD EACH SIDE. EXTEND TO 11001' S1'.RUCTURE. ' 4. WOOD STUD 2X4 PARTITION WITH 518" GYl"SUM : FIRE · 81'1...iG' ~- ', ~- . p ; t • . r: ' ... -,. . . --~-- i-2101 NAWiOf'I vtilW ~-• .•nti1:1dt..•tm.Ul\ i m 1 n.x 11'"404118o •• • • • BOARD EACH SIDE TO 6" ABOVI= CEILING. ' 5. :ACOUSTIC lNSl)lATED PAFJTITIDN. 6. ROOF ACCESS LADDER:.·. . . . . 7. PREFABRICATED STAIRWAY TO SPACE j),BOV.E LOCKER. "EQUlPTO'' 936U'17 -36" ·. . . . . • 8. NEW EXTERIOR MASONRY VENEl:R WALL TO MATCH EXISTING. , · . . ,_ 9. INSTALL NEW OVERHEAD COILING DOOR. 10, REMOYE GL!:S'56 -\N'31'M..LNEv-i ?RO':iTEO mbN.':5LUCEl-li G\..l:i.~. EJUILDING FLOOR PLAN .1'\l:W Ml:,,.'~ON R""-(' .::. veN eE.R -Fb.CE' N EB 4.Y-.I0 cu, TO ~l'Z.e' •. OF. C.K,U ... e,LO.CK5 .. --------- ROLL.-llP DOOR----,1. TR/::..Cic:. G,1/'1..Y-3~ ~/ifo11 4-,NGLE'c • ' ' • I _ \N1!::.RIOI<. P~IZ,ITtON 0-J_b._H_D _____ _ l:,<';>f'Wb,L T Pb'-llNG GILL DATE I ! ' -..__ · I · • · ,..__-E:,(.\0i\NG CON CREW '31.-L'.l-f.:) I BY DESCRIPTION REVISIONS -\NALL i 'E.'t,t "5TI ti G ---~ . PL/::><5TE:\< G. I. Fll::.'?U I NG, • '311'>\, 10 l?>/A.10 ~ t,Ab.00NIN \/ENEE.R, APP'□. DAT ' DESIGNED p_ .l .R, CHECKED P,J. {2, WE.b..D DRAWN ,. .t:, --'2.x. c.. '-NI \"'OW5R /:,..Ncl-lOR 0 '2.4 11 Q. C, ~---5/e,11 G-'i<;;>UM E:JQt:,_RO. iO W~LL ' .,,.._ ___ ~\6TING WOOO FRb.MING >-fflir-----'2.t.<.,, iOf' PLb.TE t,..NC~- TO l=.)(.l <o TING. C-3.004-DD -.. " UTILITIE YARD SITE & BUILDINGS IMPROVEMENT -PHASE II . 'BUILDING #fii. F:LC,0111 ,F1'1LAN CITY OF NEW,ORT BEACH PUBLIC WORKS DEPARTMENT W-11117-S SHEET tr· I· I ,,--- I I, • I I I I u \; ( ~ l: I, 0 r □ ~ ~ 0 0 " " 'ls . 0 m 0 a " ~ ~ -·~ 6 " z ' ~ a . , D , j ~ -~ < ~ 12 C ~ □ CD z "' ... DIETERICH POST REORDER NO. 145720 I I / ------------------------- I --------...... / bUIL..1 -UP ROOF\NGi 0 \ \ bU IL 1 ·UP 9 OFING 0 0 S's· • 0-------• --"-. -..,'<'1,/ I 'I .~~\~ \ I • /,oo, ----. / vet'IT T,P fOR. 8 \ ✓ \ I I NEW EX P&N'5\0N . -i ;I ~~~~~ ~ />.·Cf l"':>UIL"T-Uf' ROOFING ., ROOF IN'c>LILc.,,ION \ / / ii; \-llNG / I t:::X. ~TING 1<0.0 F / t--ro~µl:!>NGS / / \ E)Lll L T-LJ p ROOF I CL.A.~,a 11 t,..U I BA.<;;,E PL'"1' 4A-IE'3 OF FLll--li GL.l:,.~ / COA'T 1b.R PITC\.\ lY\OPPIN G 4 @'2':>Lo'3 a?ll.L i"AR PriCI-I rLOcO CO/:::,.T GJ2.t>.'veL 0U\<.FC,,Ce 40Lb'9 (00 Le,13. 15 LI:)<;). 400\..oe, /I oUILDING ROOF PL.~N ADDR.EV~TI ON "5 (e) 1::)(.l'?TlNC 1 /I° TOP Of Pt>Rt:.PE7 T/";;, "TOP OF ROOF ~UE0.7"1-1-ING APPROVED y 0 VE>rT VEN Q N CD C-3004-DD ; UTILITIES YARD SITE & BUILDINGS .,1-----+. ,_ .. _· -+----1. __ ._,._, .. _. _•·--t-----i~±=~~'y.~~•' '' 'IMPROVEMi:NT-fYNASE'II. t.c42114 BUILDING #6 ROOF PLAN DATE BY DESCRIPTION APP'D. DESIGNED DRAWN P . .l. R, T-t:) CITY OF NEWPORT BEACH W05257-S A.l!! REVISIONS :cHECKED DATE : P. J .R 1JRP'M:2.i,,1nv PUBLIC WORKS DEPARTMENT ·SMEET'-~'P ' Ii I Ir I ~ j J " ,, s J ~ ~ ij 3 I l l I j I J I I, I I ~ • □ m " • ' z C • m ~ 8 ~ 1 I 0 5 " ,; ,: 5 r CJ " D D c3 D !; B z • )! 2! n ll C ~ 0 D " '" 2 ' 0 ,d ! I f-H ' ! ' ' I -' \ I . -• . -' . --. . ~ ~ , , . .. -I g-_' 1-.._,_,;:__~ ------~-----. --.· ' . ' ' --. . - ' -' ~ ' p i ' .-i i -- " ,- ·1· 'I t -. II . ·itl ' ' ' -I I -----------------------: ---------+L, - ! T I -' ' -------------------~-----------:- 1 -___ SOUTW _ELEVATION DIETERICH POST REORDER NO, 145720 l?, e ~ ®/9\ / ' J,.w I I I I I VY \®' ~: --0') F-Nm .--o' ® I i~ ' ' --. \ f7q\ r5'\ ~ ~ - (p 1---7 - - - ----- --\ "" / : (4) - -,_ 7 1'2 \ ' . GJ ~ -::.; -.. .. r 10 ~ ~ I ~ _,____ ~ ' ' t ' ' i , ' ' I ' ' ! ! ~-" CD . . ' ~---m-· , --_----~ +-----~-~ ~ • . ' ( ' . . . . . . . rN (fr;;\ ' -~ '@) --~ ® ------- --·-- I -I /?:)\ '®i 1'2 9 . . '· -.-. I r:1 ,, ® / (0\ \& r-® --.l:'.E 10.G>-'5' /4 I -~.--· ' ,' '• . --1 ----------------------------------7 ----ex-PC..~~11lii:WJr!-t 11 0 1 _::-.JO\N-T I ~--UNEOF FIN\<3\4 GRt.DE ----~-----------~--- j I 1'2 10 --l ~ ' -· I " -C]) I • SHE4T NO~S O . 1. iexTERIOR PLASTER oVER FURRING w1RE MESH, /FINISH FOG COAT. . 2. IROLL-UP COILING DOORS -PAINT 3. CONCRETE MASONRY -CENrER SCORED, COLOR ii-O MATQH EXISTING BUILDINGS. 4. ROOF UNE. ____ _ _ - 5. SCUPPER, cidWNSPOUT AND OVER FLOW. 6. PARAPET CAP -PAINT. 7. LINE OF _INTERIOR FINISH FLodR. _ _ 8. \t\LUMINUMWINDOW-REFER TO WINDOW i>CHEDULE. ._ - 9. ~OLLQW METAL DOOR AND FRAME -REFER TO l'-'OOR SCHl;:DULE. -, --"· 10. ~UBBER CORNER GUARD. 11. 14" SEPARATION JOINT WITH CbMPfllcSSIVE SEAL. 12. FINISH ASPHALT PAVING-REFER TO CIVIL DRAWINGS. 13. WALL MOUNTED LIGHT FIXTURE -REFER ib ELECTRICAL DRAWi NGS. -- 14. _ rft~~~b~t~~S~RJci'8~ii~8i~~~ 153 FELT OVER t:.. P.:>e:> R. la "I \ C:i., I O N &;. (a) I=.)(. I ".;;>'Tl N G FF l"'\N\'::>1-\ Fl.QOR. T/P TOP Or Pb.'i<ll..PE, T /M ,~ OF I'-'\ t.,. ";:> 0 N 1<. "'1 --------•----------r- I @ I -, I I • - 1 EJ=~ \QCp.6'? -m -_--I L---------------~~--------------------~ 50UTt-l -ELE.Y-6. TION • -■· 9'.lliLJ. ;FfOFf:'fNG, AIA _· , _ -ARCHITECtOf:I~ / 1PLAlllll,t1illG LINE QF Al-lt"-31-1 G\<.WE DATE BY DESCRIPTION REVISIONS • •APPROVED. APP'D. DESIGNED P . .1.12. DRAWN P.J. R- CHECKED p.J. (<, C-3004-DP UTILITIES YARD SITE & BUiLDINGS IMPROVEMENT· PHASE II BUILDING #6 EXTERIOR ELEVATIONS CITY OF N!WPORT BEACH PUBLIC WORKS DEPARTMENT -' ~ I I 2 I 0 r 0 1a ~ 0 □ a " ~ ~ :~ jg m a • ~ '" ~ 1S:: z a la C 2 " < •" w, !§E n -,g □ ~ :/! -~ ,-;:! I z !" 0 ]> ! I C ~ a ~ ,; I I J ~ : I I ' • ·1 1 ' I I 'D I \; < :i: 0 L 6 2, ~ 0 ' 0 G n ~ D " m 0 " n ~ ~ rn < e z a i C z < C ~ . " ~ 8 ii " ~ ~ z ~ ~ r ;j 'TI 0 " f, ii :I : ' ii j I ' ! l i ;I '' : 'D I i l 0 r -I 0 ~ 0 * D ll n ! D ll m n ~ rn < z a C z • < I w, . i n D ~ Si i ~ < z !" I) C cl " z > j ------~,,.,,------~--------Tt!f· -----------------.......... -.------......... ----!----------------------------------------.--------;------.x. :. 0 • DqJOQ /:l,.~O FQb.ME '3Cl-lE0ULE > / ! I/ v. ~ DOOR'=' Fi<.t.ME<::> '.: ! i:2EM6..RK5 0+----+---lf--------+----------lt---+------t--------+----~' ::: ".:J I 2-E t---1 l\. T ER.1.6..L DE TA. I L tj : u L HOtJ is_ fll<E' t;E1 NO, lYPt w W T CORE Fil.Ce FIN. GL Mt.1/. Flis-I. J,bNf:> )bMe MULL 140. ~ILL PA,Tlt-{Q NO. I - I - -'2 ('l 20~ E, '5C WO 1/,1..1. 'NO ! '2Cf5 C ~c. WD -WO I I -I -I-'2 I I I - I -1-4 ?i:>I C , _, ,, 1-\M 1-+M -\-IM 11 I I -,1 6 [oOMIN I. ~t-----+---+---"'---+---""'-::-l--"''---f---+--+-+--l-----lf---++-+-+---+---+--+--+-+---!H----+f--'--11------------t ~02. 0 "2.?.'-01' l?.'-tJ • -'31L --'2/AO. '2/t,,.9 -I, A.'1 '3/f;.9 -- Ci:00 C ti~O~ l~O' I~/+ .::,c \NO EX\S"'tlNG .DOOR CtOI O 16~011 10~01 .._--; . Coil ., - . I \ I - 1/l 1. I I / \ I I I -7 UM \-IM II II " '9 , +-----+---lf--+----+---+----+---+--+-+-----11--+-' +--+---+---+---+----l-+--+----ll+----lfl---.._----------4 1-3/4! 1 t:5C VJO' W1 C '=D7b D "bO E. ld-0" 141-0~ - 701 E '261.o~ 70'2 C l'-0 :c 01L -':lTL - - 51"L ~'TL f.f. 0TL . 1-+M. • HM • - I I I I I I I I o/A9 2 /A9 Fr. 11 I I I - 11 - I A9 3/A,q • I l- 1 I !- I I -I I I - ! I - !- 1- I - - 4 '2 lc'.!!QUI RED ( tv1ETAL E>L DG'. \ '2. ~'E.QUll<l:D.(METb..L E?LD'G f7f M ETL::i.L t:LD1G. -?;,OCi_ ' C --31-01' l~o•' ,,; '51L PT -1-H·A PT ------\ REMO\/c E1<\'?T./IN'3iti..\.L New >-~i----t----t---:-----;;-r.:--:-r-t--+---+---t---1'----+"--H---+--+---l--+-t---'H----fH---ft-----ff------___;._--....,,..--1 (., \O C '?-1-011 1~" ,., ·~ C \NO PT -\NO Pi \ I - I _ I -9 • -t----,..---t---:--t---:-:1"---t----t---t----t--+---r-+---+---+---l--+-t--r-+---+,---ff----H--------------1 C'.Q I I P lo'-01' ld-011 --5TL PT. --'?1 fl/A.9 7/t,.. I -1\11.9 3/A-q ~-f,~~-S:_....,;;;_u ~\~;c-t~;;:;,-:_0~"1-7;i:~o;:;;1;j~1"';:t4--r-:.<x:::::-"tw::o:-t":P,::--,-_-t"""~· n~·_:tpt--;P;-:;,:--r;:\7:;-t"":;:;-7""i ___ H~7~-::=--itt---it-4--;--T---------7 _ i:ea?:::::~_e,=-++-l-+-1--1-+-+--l--+--1--+--·+-1 ::_14''_:T.:._· ~+.+.J-,-l-+\~l--1,_1:..:.1....i_--l~l11.:_1---11+-----U-~3~--U-·--------:._J '/41'T. • 17 17 -\l --'2 c() :eo 4-' e, -=--~ b0!5, c { -....... • :::,,, (& -eo0 _c / / -51•~ ~ / / // ~ 'TEMP / GLt.'o':I ✓ / K -.---~--, " ' " ' D ¼t,/T > ' f.7 11 -l 1 --4 I 11 11 -11 --'2. , . 1-\M. ?1 I 11 \l ~ )I ' Q()LL-UP I 5L\0\N< 1 OO0f2. ' I I ' . I ' I : C: t FIRAt--"lc 1)'.P cs i : NO"TE t.,LL. 01:TC:.\ L '? c..i;..,e: '$\4.0Wl'-I ON '61-l-E.Ei" A-10 UN1..ee.:;is NOTl:.O O'Tf-lE.R.Y-1 I <Se. DIETERICH POST REORDER NO. 145720 RCON FIN151-!E'='-t,+------.1----11-----------------------i.-------+1---------------+ z 0 l: ..J Q. • ~.ii~ '201 '202 0I 203 ·204 CA.RP 0)4C. a:JNC N02.TI-I FIN, GC>/ P1 /GL CCOR CCOR W.AL.L~ CEILING WE~T MA.T AN M A.T-FlN• GO PT PN1 f'T Gb ?f b.CST 'ff C:1 e, PT PT ff se ,S ~ CI),.\C. T<5 Mb.<::> -~ PT G6 PT \',\ti,~ (i1)1 COi-iC -\\l\b.0 -M~ ':> -1-J. ~ ~ -Mb.~ PT - , GOO CONC - _ _ 0tD C'i=R.1 CE!?.T _ ~<pfL CEl<'.i: CeR.T EOo CONG CER.T. CER.T RE<31L 'T'? . ,et:.28 Re'?IL 1'? li(JZAE\'tA flO'fir& kcsr ~t,c r,u:: -fFi. ·-~ • ~ O'.ii!llm .• DIC tmA:!Rm !er ~flLE. I 'I' i';,'tlt!M ~H ! IS G11'Mirl!O!l!'ID' i IL G'.UiiSS' -,:, dlll HOU.OW EAL A e:, WINDON TYPES -PT - -' • RAIN'T GA-IZ.!>;GE-<o1oe OF w IS'?"T y,.t/S.L.L ~ PT. ~-f'T. PT PT ~ PT 'D 1-\VJ I \<. FF GE, Go f'1 . . . G6 fT '. i PT/ c;.e, .../ /F-F ~., . Pi MA.'3 -G6 Gb Pi Gb ' PT ' PT PT f'T % P1 ::-F'A,INT -'3TORbGE ~ '31DE': 01"' WE~1' \.VA 1...1. - - -------. - - -.. -,..·--f----C". PT Ge, PT t---1O !TYPE-SIZF FF ~ PT ff CEIL. EJ.1'37: __ 1'\0T\'c Cb.RPE:T, F<.E'::'>ILIE::.NT 'F'-001<, a "TOP 0e:, e,i:,.c;;e TO e::,e fl.J\2..N\':>Hc.O ef ~N01'i:,.lLEO lb"I C\1'-( \JVINDOW ':SCHEDULE RFNA.R..K5 n----r---tt-----r----tt---,,----~-~-~---w. 1-L FRAj,,,fE GLCl3 J M>-1(:) Jb.M t;, l>t'ILiLL 1-1 D. 51 LL AL WI.RE: 9 9 -S Gi 9 9 14 5 1'2 9 9 -JS;LL OE.Tl:l.lLS ~Q.e, '5\.IOWN -QN ~, 5!-IE.E T A•IO Ut-11..·e~.,.1'-10-cEO OTHe:12w1 'ol!'. ' C-3004-DD ■ ;PAUL J:. RUFFING, AIA A;flCl•llifECtUAE / PLANNING ~~ ~"J.: APPRovE~D , unLmES YARD SITE & BUILDINGS ~r ~.~-+--+-----------+i<rr.-1-A ~'~~~~-IM_P_R_O_V_E_M_E_N_T_-_P_HA_S_E_ll ______ 1 * ,a; No.C42M • [J/(f., 'urUTE R R.C.E. N046214 • .,,. -!I-"1 SCHEDULES.· ~ 11~ :!t' 5120-11 l'R ~Oot:NOUM \ DATr 2701 HAFIBOFI V.IW DRIVE. CORONA DEL MAR. TEL/ fAll 714.640.04118 ~~ +. ,.so• APP'D. DESIGNED DRAWN b <' ~ DA.TE BY DESCRIPTION ,-, J O ~ liF C,.\.~ ,-. . . l • .CHECKED DATE p. J . 12, ]lt'.~:fflrl REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5257-S I ,,,~ • • • ,1 SHEET ~lfi!~~f~li] · , - --I! I I J -I , I I I ,. i :1 • I . ,I 11 I , • ! ,I I SH'EEt NOTES 0 1. 2. 3. 4. 5. 6. : 7. 8. 9. I 10. I 11. ' ! 12. ' 13. ACOUSTIC TILE CEILING SUSPENDED AT 9'-0''. EXISTING ACOUSTIC TILE CEILING -NO CHANGE. SLOPE CEILING AT WINDOWS. . GYPSUM BOARD CEILING -5/8" GYPSUM BOARD ON 3 1/2" Mli::TAL FRAMING, 31/2" SOUND INSULATION. EXISTING C.EU..ING -NO CHANGE. MODfFY CEILING AT NEW PARTITlbN. OPEN TO STEEL STRUCTURE ABOVE. SKYLIGHT EXISTING. . FLUORESCENT LIGHT FIXTUF!E. REFER TO ELECTRICAL. . CEILING DIFFUSER, REFER TO MECHANICAL. PARTITION TO 12'-O" ABOVE FINISHED FLOOR, 3 1/2" HORIZONTAL . METAL FRAMING WITH 5/8" GYPSUM BQARb@ 12'-0''. GYPSUM BOARD CEILING. 5/8" GYPSUM BOARD ON !? X 4 FRAMING. @ 16" ON CENTER. GYPSUM BOARD DROP WALL. ' ------··----. --- REFLECTED j /0- I CD 9 CEILING ' ~ _j_i r ~ I /2'- I ' ' lr- I ' .; ' Ji CD 1 /2;'4- 1 I 9i I . I ' _L ____ ------- -!ill t-1 10ILFT = If -~ \I - '2'-0-"-. /4---+. _ __,_ E LE.Yb.Tl ON5 ' ' • TYPI C¢..L W-.b.NOICL-..P TOIi LET ~OON DIETERICH POST REORDER NO. 145720 \ \ \ \ \ ,\ "TOILET [@ . \\ \ / '.. , _....,,.. I 4(>2 3 f:,Ll:Y b.1\0\--1 'S ~ ~ -9 -st-' ~ "l" -\--c--C8RAN\IC "Tl L.-F. cove e:,c,.se 5HOP 11,,06 i OFFICe lto04! 4\)2 3 o. l: p ----, Ll.!. ,,_,_,.I I I =s:i ',, / '· / ,i5::1=1L. / LINE -----4 I I ___ j 0 0 i J,· ~~+--,- I ~---- 1 / I I I / --1-+--:--f---L I I N , __ - i 91!tEET NOTES: 0 ' I • 1.. COUNTER TOP -PLASTIC LAMINATE -SCRIBE TO WALL. 2. WALL SHELVES -PLASTIC LAMINATE. 3. BASE D~AWER UNIT -PLASTIC LAMINATE -WITH FILE DRAWER. 4. AEE DR.!..'NER .C6.t:,\t-4E., -\.1::11e1<. 'o\;zE ve12.1F'I OIN\Sl-l~ION, 5. SHELF UNDER COUNTER -PLASTIC LAMINATE. 6. COMPUTil:R KEY BOARD DRAWER. 7. GRbMM>ET IN COUNTER TOP VERIFY LOCATION AND SIZE. 8. BASE CABINET -PLASTIC LAMINATE WITH SLIDING DOORS AND ADJUSTABLE SHELF. i 9. WORK COUNTER -STAINLESS STEEL TOP, SPLASH l 10. ~~~Jfg:,.y DRAWER -PLASTIC LAMINATE WITH ROLLIER GUIDES. • • 11. ROLL-OUT SHELVES -PLASTIC LAMINATE ON ROLLER GUIDES. . 12. CLEAR 1/4:1 TEMPERED GLASS IN WOOD FRAME AND STOPS. : 13. PARTITIO'N GYPSUM BOARD EACH SIDE. ; 14. CONCRETE MASONRY WALL. , 15. METAL LOCKERS. 16 .. METAL LAD_DER TO ROOF. : 17. ROOF ACCESS HAT_CH. , 18. WATeR HEATER SEE PLl,JMl!l'ING DRAWINGS. · 19 FIBER GLASS HANDICAP $HOWER STALL. : 20: OEl"lAMIC TILE WAIN.SCOT WITH 2 ROWS OF FEATURE ' STRIPE. 21. STAINLESS STEEL GRAl!l BARS. • 22 MIRROR AND SHELF. /2s: RECleSSED TOILET PAPER/SEAT COVER DISPENSER. • 24. COVE.D CERAMIC Tll.E BASE. , 25. TOP SET BASE BY CITY. ,.26. EXISTING WINDOW. ,-27. COAT HOOKS, MOUNT 40' ABOVE FLOOR. 28. TOWEL D•l~PENSER/ DISPOSAL. 29. HEAV¥ De!TY PLASTIC LAMINATE WALL CABINET, WITH 1 ADJ(JSTABLE SHELVES. • 30' HEAVY DUTY ADJUSTABLE SHELVES, LAMINATE PLASTIC. 31. BASE CAli!INET -PLASTIC LAM/NATE WITH DOORS, DRAWERS AN[IJ ADJUSTABLE SHELVES. i 32. PARTITION - 3 1/2" X 20 GAUGE METAL FRAMING TO 6" , ABOVE CEILING. E!:B.ACE TO STRUCTURE 5/8 GYPSUM i , BOARD BOTH SID~. j 33 .• EXISTING MASONRY WALL WITH 3 1/2" METAL STUD ' FURRING AND INSTALLATION. i 34. PARTITION TO 12" GYPSUM. ; 35. PARTITION· 6" X 20 GAUGE METAL STUDS @ 16" ON I CENTER. i 36 .. LAVATORY TOP :AND SPLASH -LAMINATE PLASTIC. , 37. SHOWER CURTAIN AND SURFACE MOUNTED TRACK. 1 38. WALL MOUNTED SHOWER BENCH. '39. ROBE HOOKS. 40. WOODEN BENCH. 41. GRAB-BARS -PROVIDE BACKING. 42: • DOOR SIGNAGE -CEN'f'ER 60' A.F.F. (H/C SYMBOL • .· FOR WOM6N).. , 43, • CLEAR i/4" TEMPE..13.1:D GLASS IN CUSTOM METAL F"'-"•""~-. .. • • -•· -,,, I ~c "° _..,.,,,..,.._ -,. ...,_, • -@f'---1__..!:P&=-R.:::::...TL._l__l=~=-L .._.LF__!::L~0::...:..:0:::..:..R~P-===L=-=b..:=c...N..:,..__ _____ -+_CD-'j'-i- -® I C @ ~ @ : ' I ,'_() A 0WOWER Col\ . " @ ' ® @ i ' ' I ' ~L ___ ::_=_==_j""". 4-4 _ 6~0WEQ Col I DATE BY DESCRIPTION REVISIONS 0 I --:-Uu-<3Tl100 ([l _ .::_.::_-· rai10.c·; ---- -~ , ______ --------- ;I I rrt11tt+-+-.1 = "' ----IFlllf.10 / /· / 0 ~· ~ 0 r- ' ' C _, ~ =. 0--~· -TOILET G.10, ~ 7---- -· B ~IR.0. - 1'.0' -1_2l..e," CC{<.. 0 r-/-------- 1 ..... , ,---, ---'--ft------+--+-----+-+---t-t-\-1- I II . 4 -CJ) CL."', --st '2 \l __ •• -4-'.c-QII P~RTI 6-.L FLOOR PLhN LbCkER lc09 4◊ 3 • -SUOVVS:R ,r., \ I \ ,,4(_.'2 3 '2.)(.4 '?>iUD Fl.Jf<.Rtl-lG Ai PIPE'::,. C-3004-DD -I , CITY OF NEWPORT BEACH CHi;!,.KED I-', .I . R-DATE AF'R. 2s;1se1 PUBLIC WORKS DEPARTMENT s; z I 0 r 0 ~ ~ n 0 a a :D Q u 2 ~ 0 ~ :D ~ !'l ~ z 0 ' C z a < ~ m 0 • 2 • ! 0 ' ~ " C ~ • z .m n ,. C ~ :D z ~ I I I: ' I I ' - I, i I I! ' ' II ~ I 0 j r □ • n ~ D a :D u m D D ~ ~ z a ! C z < ~ • • ,, 0 ~ ' ~ !::: ~ •• z .m n ,. ' r "' I D :D z ~ ' 11 I I I ' I = ~ 7 cj ~ DIE A.CH POST n1onmR NO. 145720 ~. r---j -RIG, I I o'i c1,--r .,,,.__-+--+,------+--II I ,--. C -I I C ---t ' ' I EC[> i;;c,i--. l=Q T=:Q A5WOP 000 t=,Lk. G~D I' I - I A -OFFl!CE -1~ I~ I I ' i 02 ,,,,.,,~___ I 1-=-c1< >F~9~--k~~'-I +---' / '\: -' ___ _,___ [\_~ OPEN LDJUSl', L / P '=>\-1 EL 'IE<:;; . I ,,___RCOF FRb.M!NG -se.e "5,(<. tlf-"1, O\J'-lt:E"n- CON.CRETE SLAb l/e,11 I Fi ' '\__ coMPAc:ceo 1 i __ .,._ FIL.L ' CO\LIHG 00012. ©5EGJIO~I -===a ..l=.QU C,J_ 0 PLS-CE'2> ' {D I ' {_4) I -- /4'\i l II ----- , , OFFICE: CoO~ : I A M r® I ~ 70 ,o ,r ~ 4Loll ' I ,,i I' f"li , = (J _, ~ -,s _, -~ -· cl ' i ' ----- 3 A I OFF ICE . Gi04 I \OG,,5 f.p '?U'1:>P!£N060 Cli!IC..li-.lG W0o0 '3i\JD .t -~'!I G'1P.~-~T. ~-In ~o o--tER E., MIL 'l.'?QUEE.N SECTION . ■ PAUL J. RUFFl,N1G, AIA APlCHlfECTllAE / PLANNING 2701 ttAflBOfl \IIEW DRIVE. CO FIONA DEL MAR. TEL/ PAX 714.f40.11Mllt 11 = ~ -' ~ =~ -t.. _, 't) ' DATE (, BY 4-A )\7 ® I . I DESCRIPTION REVISIONS , SHeEt 1110tES: 0 1, COUNTER TbJ' -PLASTIC LAMINAtE -SCRl~E TO WALL . • 2. WALL SHELVES -PLASTIC LAMINATE. ,. 3. BASE DRAWER UNIT -PLASTIC LAM!INAf,E -Wf'tH FILE DRAWl;:R. ,f: Fl LE DQt,..We.R, Cb.bf.NET O Le:TiE=.lli? ::· • 6\ Z.e -\/e.G<,,\E':LQII"\~N<:.>-lOl"'.-\'7-• 5. SHELF UNDl=R COUNTER -PLASilC LAMINATE. • 6. COMPUTER KEY BOARD DRAWER. 7. GROMMET IN COUNTER TOP VERIFY LOCATION AND SIZE. : 8. BASE CABINET -PLASTIC LAMINATE Wlii-t SLIOING ' DOORS AND ADJUSTABLE SHELF,· 9. WORK COUNtER -STAINLESS STEEL iOP, Sf'LASH AND EDGE. 10. HEAVY DUTY DRAWER -PLASflC L!iMINAtE WITH ROLLER GUIDES. 11. ROLL-OUT SHELVES -F'LASTIC LAMINAT1E ON ROLLER GUIDES. • • 12. CLEAR 1/4" TEMPERED GLASS 1111 WOOD FRAME AlllD 13. ~l~+,~iON GYF'SUM BOA•RO EACH SIDE. 14. CONCRETE MASONRY WALL , 15. METAL LOCKERS. • 16. METAL LADDER TO ROOF. , 17, ROOF Access HATCH. , . ·. . 18. WATER Hl;ATER SEE PLUM~ING DRAWINGS. 19. FIBER GLASS HANDICAP SHOWER STALL. '20. CERAMIC TILE WAINSCOT WITH 2 ROWS CIF' FEATURE STRIPE. . . • ' • /21. STAINLESS STE[;L G~li.B BARS. ,22. MIRROR ANO SHEL.F., .. · . . . ,23. RECESSED TOILe't F'.d.~RiSEAT COVER OfSF''!::NSER. 24. COVED CEAAI\A'IC TILE BASE. 25. TOP SET BASE BY CITY. 26. EXISTIN!;:i WINDOW, . • . 27. COAT HQ:IOKS, MOUNT 40" ABOVE FLObR. 28. TOWEL DISPENSER/ DISPOSAL. 21;1. HEAVV DUTY PLASTIC LAMINA.TE WALL CABfNET, WITH ADJUSTABLE SHELVES. . . . . . , 30. HEAVY DUTY ADJUSTAf!LE SHEL VE$, LAMllliAfE PLASTIC. ,31. BASE GABINET-PLASTIC LAMINATE WITH DOORS, DRAWERS, AND ADJUSTABLE SHELVES. . 32. PARTITION -3 1/2" X 20GAUGEMETAL FRAMING to 6'' ABOVE CEILING. BRACE TO STRUCTURE 6/8 GYPSUM BOARD BOTH SIDES. 33. EXISTING MASONRY WALL WITH 3 1/2" METAL STUD FURRING AND INSTALLATION. 34. PARTITION TO 12' GYPSUM. 35. PARTITION -6" X 20 GAUGE-METAL STUOS@ 16" ON CENTER. .,. . .36. LAVATORY TOP AND SiiLA.SH. L/(11/ffNAtE ~LASTIC. 137. SHOWER CURTAIN AND SURFACE MOUNTIED TRACK. 38. WALL MOUNTED SHOWER BENCH. 3!!. ROBE HOOKS. 40. WOODEN BENCH . 41. GRAB-BARS -PROVIDE f!ACKING. , .42. DOOR SIGNAGE -CENTER 60" A.F.F. (H/C SYMiBOL FOR WOMEN), . . . . . . ,43. CLEAR 1/4' TEMPERED GLASS IN CUSTOM METAL £R~r-.1ES, 1-tEW E'l<-re.Ne:51ON • _ e'I'.\ 01\NG e:>UI t..O IN G • ' - G,u C 1" i:JI T. PU!,.~,. I ' I . MU-i . ' CO'-/E.R. FU,,,<:; 141 N<:;; -.. ----. ---I I ,1 " ' ' " " I " I . Ei.1/"T\NG Ct-I " CM' -, " u. " I " " " .. !c; REil! " ~~, " \, ,, .... . . --. . ·•· .. , ~ . .. .. ' , ., ''m,~~cki11"" I Ill I \II lffi'ill: l;!l '2. 11 0£::,..NO O\JeR 5 MIL "' ~Q ueeH ,. C-3004-0D APPROVED APP'D. DESIGNED P-.1.R. CHECKED Rl.R- DRAWN ,.e,., UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II BUILDING #6 ~1ll~I CITY Of NEWPORT BEACH W-5257-s • A.Lt PUBLIC WORKS DEPARTMENT SHEET '..ii ,!IEIL., ·, ... '_,;I/\ . I I [ ' ~~· , I I " I i ,: 0. 6 .~ ~ " 0 i n 'fl □ m 0 ~· n ~ rn "' < ~ 0 "' z " < rn ~ m • n □ ~ ~ i ~ z [TI n ~ ~ 0 D z ► I .1 . I I i' I :1 I I " ,1 ~ z I 0 5 ~ § " '!a 0 D ~ □ ;g m ~I D D m !; -~! < z a ,.,, ~ ·~:· z m 0 m ., • D ~: □ :ii ~ :ii ~ D _ii; " I> § D ~ I I I. 11 11 ! ' . 1: I I ~ I ,: 0 ~ r 0 ,~1· D n ~ 0 " ~ n D □ " m ~ 0 "' '"' ~ '~i ~ •:~' z a . C '"' z • < rn i~ m • D !~ 8 .,,<n 0 ~ • J> n z .m \; § 50UTH '-" DIETERICH POST RE.ORDER NO. 145720 ELEY, • ~~-....:!. . . .- I ' " . ' ' ' . . . . . ' ' I i +r-i=-\_Q_G,,'5 ~~--· -, ,-,-,, --~ ·.-, • \ •, , '.-' •i , ~, ,, I I i i / ob.5T ELE"✓. ' I i I ' . - " " 11 " ' - I' ,. ', rllT I I I I I ~ P= LOCI<'. I 1-\b':>P: ---- ,; '\ NEW ,o M,/:).. FE:.NC ---------- -- 11 GA."TS r,c1-1 a)(1<1:>1, 1 ;' n, \ ,I,,, I I RE , C..,E \2-0L: \NG MOm'f fOR 11'\~"'T~LL-/ _ ,e. Tl ON ;b.<6 F'ENC .1 ' ' lo ' 1'2'2:'24 T/0 b I ., I ~..s --~~ I.) b w ·' u) 'fl - F ~ • 1!!" . WAY • ..Le . ... . . V I-' u. ;;-- .'.! ROOF PLb..N . . V 1½· .. CLIZ., • • fl5 0 16" EA. FACE / #4 0 18" EA. FACE -~. Ir' • '1'• WEEPS O 4:f C (:£) ' ' ' ,, I• V • , 6" SLAB OCCURS ~ (J4 0 16" ,i I D INTERIOR WALL!: ' ' ' . . ' • ' .. • --··-- -t ___________ L_] ----~---. ,--0--------- / ~ • r 2-fJ4 T.&: B • / CONT. -- _fl4 0 Hi" T.&: B. @ . E~l"ST11---..lG @ Fq:NCE/G~TE 0 _, (') + • 0 I I I I - I I\,'_ . '2. '21-0J ~4• Mo MO FLOOR PL.G..N DE~OLITIDN PL~N DP.TE BY DESCRIPTION REVISIONS \---=,t:::,,.wc u T 1::,., '3LA.b 10 REN,,~\ N APP'O, APPROVED DESIGNED RJ .12. CHECKED ... P. L 'I?- DRAWN .L Q, SHl:Ef 1111:if!s 1. SUF'Pdi'!t FOR RAOIO ANtElliNA-AAOTECt DURING OONStRUCTION. 2. EXISTING B.LIILDING Nu1111a1::ri· 5 -f'ROt~Ct WALL, StAIRS DOORS ETC. DURING CC1NSTAUCilON. 3. EJl;ISTING ROL,.UNG GATE TO REMAclN IN OPERATlb'N DURING CONSTRUCTION. • 4. • EXISTING METAL FENCE AND GATE -PRotECt DURING CONSTRUCTION, 5. REMOVE EXISTING ROLLING METAL GA1E. SALVAGE FOR REINStALLATIQN. 6. DEMOLISH AND REMOVE BUNl<tR WALLS, FOOTINGS AND $LAB TO ALLOW FOR CONSTRUCTION QF N,EW BUILDING. 7. DEMOLISH ANJ) Ai:'MOVE CONCRETE: SLAB ENfm_ELY EXCEPT AT ROLLING GA.TE. • • 8. ft tit used . . . . • • ~-CONCRETE ti!Asdl\l'RY -CENTER SCdRED, COLOR TO MATCH EXISTING BUILDINGS. 10. lNSTALL ROLL.ING M.ETAL GATE, AS NEW !=ENCE WffA NlWMPiN G!TE. •·.. • .. 11. EXTERIOR PLASTl:R OVER F'URRlN'G fJfi;tAL LA-tH, WliH FINISH FOG COAT. '12. SHl;:ET METAL SCUPPER ANO DOWN SP-our. 13. ROOF OVER FLOW. 14. ROOF VENTILATOR SEE SPECH'ICi\TIONS. !5. CORNERGµA'AI>-PA',Vlll\lG COijP. #CG-15 BLACk, 30'' HIGH AF'l"L Y WITH 3-M ADHESIVE:'. • 16. ROLL;UP METAL DOOR·. SEE DOOR SCH~OLJLE fO BE PAIJlffED, • • . . . . ' 17. FINISH PAV1N~ Rl:FER to CtViL IJRAWlNGS, 18. HOLLOW METAL DOOR REl'=ER TO DOOR SCHEDULE, TO BE PAINTED: 19. METAL PARAPET CO'PING • to BE PAINTED. C-3004-DD UTILI IES YARD SITE & BUILDINGS IMPROVEMENT -PHASE.II BUILDING 3-B PLANS AND ELEVATI NS ; CITY OF NEWPORT BEAC W-5257-S A.6 PUBLIC WORKS DEPARTMENT > ,SHEET:7'.)f' i?IIJ. I ; ! " • I -~ Ii j :I I I i ; ~ ~ • • • • ~ i I .I I I I ~ ~ 2 :c □ r □ " C, m □ 0 " D 0 u m □ " D • !1 ' z a C z < ~ " • ~ ~ " • " z .m 0 ,, ~ ! ---. u ,; z :c □ r 0 D 0 ~ □ D D D u m □ D ~ ~ z ~ ~ • ~ • D ' ~ rn • ~ " .m 0 ,, C: cl "' 2 i> -- - ·t I I\ I i - I I ' ' I .· I ' ~ ' NORT~l E.LE\/. I I - I I - ' ' ' I I • I r---01-1O1Nc;; ooob I I I SOUTW E.LE:V. -----...------- 5ECTION DIETERICH POST REORDER NO. 14!1720 -- COPING ' ' I 11 I Mtltti f.>. L '=>I Di NG R . RA>PF.'.i I I 'tJ': f'L>.NEL<:> I ' \-00'.JR I , 1 I ' qi TRACI< '5Ll0\NQ ~ 000?.":i> , ' ' - -- - i - ' ' ' _, ' \Y\'F"i' llo.\.. D:':MIN'?l"OU-" --·- Ml;':-,6.L <51du,:. WALL PAN=· • ~ II t:,M'' \'l:>NEL"?; ' - ' -FlNl0U _ DE ; I i I I ' ' I ' ! ! ' I ! METts.L i Pt>RC>.PE, COP1Nq, ~-----Ne'T Cs. 4-':510\ NG Pl:.>12 t..9e-r ' • I • I _9 ' I ' \l' . = •, --2 ti a .::::... ..: ' -5 p C'I I ,¾, -' I ' ' I I REFER ---- ' I Ir ~:tlJ~1-!T_ ' ' - -c _.,, ,ti -I'- I ~ C -, ~ ---------~- '21' ; ~ ~ _, ➔ ~ -0 e ' ~ --sir ' ' i D Ff'. 10 1 F.F. I 0"1, '51 ~, ~-"-I- I I I I I I I I I I 'I----+ FF 106.01 ff 1oa.o\ 0 ~ W!:::..REl-1.0U":?E U2] 6LI 01 N OOOR':> '2G' 'I--141 I T'<PICA.L-2 _;- CEILING OUN,eO t-\lD L1GT-i Fi~TllRae; 1'~( Pl Cc,. -I '2 { J ;-:) r-T ~-~ I I I I I I I I I I I I I I I I 1< ·nu,N~L c.eN, I I I I Roa"' R:s EL"=> I I 1--__j_ -,1 'I-. 1d T f'ICD.L-8 J___ J_ ff. 100.01 ' ONiRO .lQ\l•-IT~ IN _ CONC'Q;-£: <::;,L.e.,f:,. Ftl2.e '5Pl<\NKLER Q1<3e:~. -<,:,ff U.G-, f'IRE PRQl" ECil~ PIPE ·COi-i N, (9 1:J~K- f'L0'I-J Pl< EN· '3Ee:c1v1L. 0 r;--l C) ' -0 I Co \I C()NC r-------------+---------_-_-__ W--=~,'#4 Cs)-1-r,-.-:~-:------c----c---z----"----+-------------U- ,----y : I I I I I I I +f-~ •_/ Ff' \08,o' f.E. 0 FLOOR PL~N t---, ::____ '2.11 Of '?A I I I I I I ! -1---f'-~ \ I N EB ,-T I I I I I I I I I I I I L,c _-,, J_ ,_, ,--i- i I I I I I I I I I I I +-t""j ,, ~L11:::,1NG 0001<"::> 1011--14' T'f Pl CC>.L-'2. l-ll----+---·'3"fUb-OUi + 1811 FOR -/',.IR, YJJ:,,'1'EQ ct 1E\../CQl'/lf,,\, . -+----~ eLEC,. R:,.NEL t-·nt-1.e _ CLOCK L0C&::..TION• -'-------=---FOR C01411 N UATI ON ~ --P.EFi:R TO Ci'vll. ~- IVtA.iERlt..L~ 10 bE '3,0REO; PIPING ¾ FITTING0 -PVC I CA,'?'T IRON, CONCRE'TE e>l::>GGE.0 (Pts.l..L Ei'o) • CENE.l'fT1 1:::.SPW l::.L, N10CELL~NEOI.J'3 -EJOL,<:>, NUT':':>, C\.b.MP'?. E.QU\Pt"',EN"T-CEMENT ~1)(E:R<;;, R:)l<.,t:,,e:,Le. GeNl:Rb."fOI<.'? 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C-3004-OO UTILITll!S YARD SITE & BUILDINGS IMPROVEMENT· PHASE II DETAILS CITY OF NEWPORT BEACH W-5257-S A.11 DATt . , APR. 21;, 19\l.7 PUBLIC WORKS DEPARTMENT SHEU ,_ II ,If' -~;· \; z J: 0 5 I D " ~ Cl D CD C 0 .,, • m Cl ~ D ~ ~ e z a , C z • < e • s m • • ~ 0 ' ~ C • " ~ • z "' ll C 21 CD z -;; ., I .. \; z r el 0 ~ ~ CJ m Cl D ~ • C D ~ s m ij ~ !l ~ ~ z )l ~ C " ;i m 2 !ii • ~ !cl 'jj " • C ,. ~ ~ ~ .m n )> C 21 D z ;;; I I I .,, \; z J: I 0 r ~ Cl ~ CJ 0 ~ '!I 0 • m 0 • ~ ~ ~ z i5 i C z ~ m d m • z • ~ 9 ~ a ~ ~ z .m ~ □ • z " .,, \; z J: Cl r Cl .... ~ D " .; ~ 0 I" • • 0 .,, • m 0 ") • ~ " ~ ~ z a ~ i z I~ m • D I= ~ ~ I~ ~ • .m CJ )> C '~cl ' ' 5TOR6..GE' ( NO"T h Pt:..RT) ,_ 1, --- 0 D I -c-! -,--- ·®--~ I I I -~ -1-I- I -C I [OJI'® ~ re• I--- - - I ,_ ~ r@ • ,_---@ II PUMP KCOM - ( NOT 1::,_; f'b..Q--r,) I ' ' I ! I ' I I C ~ . N Lt,.b()Q~ TOR..r FLOOR PL.0.N ED DIETERICH POST REORDER NO. 145720 ' _--tv\ E."T ~ L f=''TUO • Fl<C,,lv\lNip C . l(D11 O. C-i r,ij---cc-Ml=:11',.L f\26.MING CON,;Tpf' Tt<b.CK ' : : "tt-----t-'72:::f'B ~CREW~. 'PEI?. b!ZfCS ' . . ----i-0U0PE.NDSO l,C9'T· .CE.I LI NP,, . i , I I ' ,~---_-_ ;=itB"G-!~~ e,o~p-o E:.OT I-L';:$1 DE'? , , --ttt----~lpz11x '2QGf.>., CON1', f-r~ACI<' __µ-,1._Cbl,C!H? ... ':"'/UJ.L""t I ~ OH, 52.-pa -C1c,t, O ,\2_ '3 Be.) <ii '24 11 (), c. ' I ~ -5T0Qt,.GI= ( N07" A F'C:.RT) . ' i ; ' ~ ~ -' ~ -' I() \ I I I ) I , ____ Q.-:\l-t!) '3Cl<EW5 A.T Ell,.C.1-1 '?'Tl.JO. -,j'-----------------------------------,- / C ' i 1 " ® I CD ,..;. ~" CD I -~ I " -'I ~ -2~4•' I l® I I I § & • / / I I • I • I i II I ./ OFF ICE / 0µ OP FLOOR PLb..N f-----Fl'QE <ob.FFING IN \JeC"'--ING FLU"\'1:.6 I I I "ffl1 HAA&t>R 111!\V DRIVE. COFWNA OEL MAR.' f Tl!L /'FAX 714.840.0408 • I ;! I : I -+ I _, <::-1 l -' ' I ti", ' CREY-1 - i1eo1 I I I I ~ :>V'211'\5UL. I DATE BY I @) I :@ I I I I I I N EB DESCRIPTION REVISIONS I ' ::. _p, 11) ' ' t? z -I-~ X UJ ~ i ~C' J C - ~ z i--I() -" --II! ~ -.J- ' -~ . - APP'D. • ' i I DESIGNED 'P-l-R- CHECKED P-..'I.R SK&ET flbftS: 0 1. COUNTER top -PLASTIC LAMINAtE -SCAIBE TO WALL , . . - 2. WALL SHELVES" PLASTIC LAMINATE. . 3. BASE DRAWER UNIT -PLASTIC LAMINATE -W'JfH FILE DRAWER. 4. NOT Llt:>ED. 5. SHELF UNDER COUNiER -flLASt1c LAMINATE. 6. COMPUTER KEY BOARD DRAWER. 7. GROMMET IN COUNTER TOP VERIFY LOt:ArroN AND s~. -. '· _·· .. • B. BASE CABINET -PLAStlC LAMINATE WITH SLIDING DOORS AND ADJUSTABLE SHELF. 9. WORK COUNTER -STAINLESS STEEL TOP, SPLASH AND EDGE. 10. HEAVY DUTY DRAWER -PLASTIC LAMINATE W'ITH ROLLER GUIDES. .-... 11. ROLL-OUT SHELVES-PLASTIC LAMINATE ON ROLLER GUIDES. . . 12. CLEAR 114" TEMPERED GLASS IN WOOD FRAME AND 13. il~fi~iON GYPSUM BOARD EACH SIDE. 14. CONCRETE MASONRY WALL 15. METAL LOCKERS. 16. METAL LADDER TO ROOF. . 17. ROOF ACCESS HATCH. . 18. WATER HEATER SEE PLUMBING DRA'wiNGS. 19. FIBER GLASS HANDICAP SHOWER STALL. 20. CERAMIC TILE WAINSIOOT WITH 2 ROWS OF F'EATURE STRIPE. . _ • 21. STAINLESS STE:IEL GRAB BAFl'S. 22. MIRROR AND SHELF. 23: RECESSED TOILET PAPER/SEAT COVER DlSPENSER. 24., COVED CERAMIC TILE BASE. 25. TOP SET BASE BY CITY. 26. EXISTING WINDOW. . 27. COAT HOOKS, MOUNT 40" ABOVE FLOOR. 28. TOWEL DISPENSER/ DISPOSAL. . _ . 29. HEAVY DUTY PLASTIC LAMINATE WALL CABINET, WITH ADJUSTABLE SHELVES.. . . 30. HEAVY DUTY ADJUSTABLE SHELVES, LAMINATE PLASTIC. 31. BASE CABINET -PLASTIC LAMINAiE WITH DOORS, DRAWERS, AND ADJUSTABLE SHELVES. . .. 32. PARTITION - 3 112" X 20 GA\.JGE METAL FRAMING TO. 6' ABOVE CEILING. BRACE TO STRUCTURE 518 GYPSUM BOARD BOTH SIDES. . 33. EXISTING MASONRY WALL WITH 3112" METAL STUD FURRING AND INSTALLATION. 34. PARTITION TO 12" GYPSUM. _ . 35. PARTITION -6" X 20 GAUGE METAL STUDS @ 16" ON CENTER. • , 36. LAVATORY TOP AND SPLASH-LAMINATE PLASTIC. 37. SHOWERCURTAIIII AND SURFACE MOUNTED TRACK. ~~: :~~~ ~iii~o _SHOWER BENCH. 1?: · ~~fs~~~R~~NPiHcw10E SAcKrNG. 42. OOOR SIGNAGE -CENTER 60" A.F.F. (H/C SYMBOL P(l)R WOMEN). , . .. . _ . 43. CLEAR 1/4" TEMPERED GLASS IN CUSTOM METAL fMMES.t· --- t DRAWN P,J.R CITY OF NEWPORT l,EACH w-•257•5 i.;it i DATE APR. 25, 1997 PUBLIC WORKS DEPARTMENT SHEET., I_ I : ·-I: I . • ' I I i • .. ,., i I, ::J \! ' I I l: I .1 I I I !!i 1 i ~ I \ 'C i;; z :i: 0 ' 0 rn o ~ 0 0 '!I m O ; ~ z a ~ z rn ~ • 0 ~ ~ rn z JTI 0 ,. C t ~ " VI DIETERICH POST REORDER NO.145720 ' I ! - IX I I ' _,,,K@) , -l----+----+----41+--t:===t=~~ .... ' -iX ' - I ' I -I ilb.DOl<~TOK'T-f2-EfTLECTED CE:ILING ' !» ! j ' ,__ "'J \ I \j (\0"\ @:)~. \A.II.I X CD .-Tif' ro: V CD (jig '-.../ /' 7"--, ---~ L - ' ' · Es] ~ ---' I .. I G;J-Tif I -- i ' ' ' ·, i I i I ' ' ' i_r®'. I I ' I ! I I ~I I 0)- 11 ti I ' I : I I:\ ' _/ ' 'F=' ' A I -/ ' I ' ~/'__ ' -\QQOPWALL --, I I : -~ i ---/@-/ -;= I t,.'e;O'-lf=_ TD l<OOP 5TRUCT- f-CS\ =l'®T'i'f I -\fl.I I) i ® ' ' "' ' -© ~ --® '-= ' ~ -;= ' I ~ ' ,/ ,= --"·,, / "';/ _o -~-- /~ f$ @ ® 1'1!' --- - I X ' = = (j) -i I I ' ' ' ' N OFFICT/ '5~0P !<'.EFL ::CTED Ct:=ILING /1\ - :'-flirt fiAR'i!ltfiit viW tfmt. Cl:tfmNJI. !JEL M'Jm. t'l"EL I FAX 7'1'4.641J.tlll118 i DATE BY \__ L/ DESCRIPTION REVISIONS ~ • SHEET NOTES 1. 2. 3. 4. 5. 6r 7 " B! " 9. 10. 11. i 1~. ;, I 1l3. ' APPROVED .C.E, NO 46214 ' IDAT~--~~-----1 APP'D. DESIGNED P.i. 12-DRAWN P,J. Q. DATE APR. 25, 1997 ACOUSTIC TILE CEILING SUSPENDED At 9'-0'. EXISTING ACOUSTIC TILE CEILING -NO CHANGE. SLOPE CEILING AT WINDOWS. __ __. GYPSUM BOARD CEILING -5/8" GYPSUM BO,(RD ON 3 1/2" METAL FRAMING. 3 1/2' SOUND INSULATION. EXISTING CEILING -NO CHANGE. MODIFY CEILING AT NEW PARTITION. OPEN TO STEEL STRUCTURE ABOVE. SKYLIGHT EXISTING. -... FLUORESCENT LIGHT FIXTU'RE. REFER TO ELECTRICAL. _ _ _ . _ . CE1LING DIFFUSER, REFEF1 TO MECHANIC/1:L. PARTITION TO 12'-0" ABOVE FINISHED FLOOR, 3 1/2" HORIZONTAL _. METAL FRAMING WITH 5/8" GYPSUM B◊AF1'D @ 12'-0". GYPSUM BOARD CEILING. 5/ff' GYPSUM BOARD ON 2 X4 FRAMING@ 16" ON CENTER. GYP$UM BOARD DROP WALL. L A fMPRdVEMEN'f -i'HASE Ir sl.OlDINt#B · REFLEC l'!D ct!UNG PLANS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3004-DD w,s2s1-~ ":ra SHEET • ;II'.fl''ill! ; ---------u i:; z :,: □ Ei ~ D " m □ D D D • D ~ • m ~ D ~ ~ • z Cl I C 2 ~ ~ -~ D • a D • ~ I f; D _m " l> ~ cl D ~ I I I -- l ~-- " ,; z I □ r □ I D 0 ~ 0 D D 0 " 11 ~ 0 D ~ !'i • z □ • ~ z • • ~ 0 . • D , ~ " ~ I !: .m 0 l> ~ l cl 11 '" I I J 1 I I I I ; I □ r 0 I D n m !I D D 0 " m 0 ! D D ~ '1 z □ i C 2 ~ m 0 ~ • • 11 ~ I C i ~ _m g C cl ~ " I I " i:; z :,: 0 r 0 i D n ~ 0 D D □ ll m ~ D ~ ~ • z □ i C z < 0 ~ • • ! □ ' ~ • □ " ~ D z rn -OPEN OPeb! /5' OFFICE -44 0 OPP. '51 oe eo11'v\- -------------. DIETERICH POST REORDER NO. 145720 OF P: ICE oO ~ / / I/ , M -J-+ A.LL /if', OFFICE 80'2 ! ® II / // hi;/ ' 1/ I oOCo 809 i ' @ ' □ f7i'.. ;\'.hlY I ! I -0 I -I'\ I @-;-c~~oi· \if I ' I I I @ '/ (4\ ~,, ' -' - I l~ !/ 11 I ® ' -E' ea= ea= -- 4 -,;3 -€f ! -' Sll01~G b.LU\Y\- '-1'/\NqOVS'-\ ~. i ' ' -I '""b' 'i ..!i i' ~ J,, ! r / ; I 1/ /- ~ -~ --4 ------ /£'- 5 ' ' I ' ' ' I I I I r ,i : I fa) ' ('2) . lo\ (J) ~ r~o r-.,. I ~ I 1-J~ l· -- @ ,r=r\ ~•·Jr(lJ 4~~0• __ -4 ~ - I- I ® ------ /-4 ' / ' / ' L/P ___ /4-, OP 504 i' -C ~ 1---'-'7- ,r II 'Nlt---lOOW b-1---10 .CE.\l.!NO P.:,E'/ONO \ 1--i------1 -- 1 I m'\ ~ ' ' 0 0 -I I - r--,---r-----t-- I --------3 EQUti;L J-----7 I I G1 ~ ~ I -_()PEN !'.l,C:E"::> 4-E:G>u b. L '::I P t.,,. C I'= ':5 & ~! -5?, l -~AOL J. ROfflNC, AJA • , · --~~CHITECfilRE I PLANNING . Ii -', - ~ \CPI\ i;l71:1i HARl!IOR vi~ DRiVt. COfiONA-DEL MXR, FTEL / FAX 714.640.-04l!B DATE BY 1- I I ' I @ .- ® ! ~ 0 10 0 ,, u 'i u I -t-----~----~--- I I I " <!!!I - -eQW/lt.1._ __ '31 ~,i,.ces_ --~-~ ~-- -:r., ===;;;aa;==;;n- i -14" @) -. --®@,(10\ ~ -- ' ® i I I OF' E:.N DESCRIPTION APP'D.' REVISIONS "---- t APPROVED DESIGNED C, I -·I ,;('\ P. .l. Q. SHEET: I\IOtES: 0 ' 1. COUNTl=:R TOP· PLASTIC LAMINATE -SCAia!=: TO WALL. _ - 2. WALL SHELVES -PLASilC LAMINATE. • . . 3. BASE DRAWER UNIT· PLASTIC LAMINATE -WITH FILE DRAWER. 4.-191-E. 012.t,.Y-le.i;;.~NET -Le:TJJ;,-12. '5 I -Z. E il~~18~~iwR ~ Pt.ASTic"LA~INATt:. 5. 6. COMPUTER KEY BOAFl'D DRAWER. 7. GROMMET IN COUNTER TOP Vf::RIFY LOCATION ANO SIZE. _ . _ 8. BASE CABINET· PLASTIC LAMINATE WITH SLIDING -DOORS AND . ADJ(lSTABLE SffELF. _ 9 . WORK COUNTER -STAINLESS STEEL fOP, SPLASH ANO EDGE. ,_ 10. HEAVY DUTY DRAWER -PLAStlC LAMINATt: WITH 11. ROLLER GUIDES. _ ROLL-OUT SHELVES -PLASTIC LAMINATE Olil ROLLER GUIDES. 12. CLEAR 1/4" TEMPERED GLASS IN WOdD FRAME AND STOPS._ _ _ , ,. . , . , 13. PARTITION GYPSUM BOARD EACH SIDE. 14. CONCRETE MASONRY WALL. 15. METAL LOCKERS. _ .. 16. METAL LADlllllR TO ROOF. 17. ROOF ACCESS HATCH. _ , _ _ 18. WATER HEATER SEE PLUMBING DRAWINGS. 19. FIBER GLASS HANDICAP SHOWER STALi., _ 20. CERAMIC TILE WAINSCOT WITH 2 ROWS OF FEATURE STRIPE. . ' 21. STAINLESS STEEL GRAB BARS. 22. MIRROR AND SHELF. 23. RECESSED TOILET PAPER/SEAT COVER DISPENS'!:R. 24. COVED CERAMIC TILE BASE. 25. TOP SET BASE BY CITY. 26. EXISTING WINDOW. 27. COAT HOOKS, MOUNT 40• ABOVE FLOOR. 28. TOWEL DISPENSER/ DISPOSAL. 29, HEAVY DUTY PLASTIC LAMINATE WALL CABINET, WITH ADJUSTABLE SHELVES. _ _ _ • 30. H~VY DUTY ADJUSTABLI: SHEU/ES, LAMTl'-lA1E PLASTIC. 31. -BASE CABINET • PLASTIC LAMINATE WITH DOORS, DRAWERS, AND ADJUSTABLE SHELVES. 32. PARTITION -3 1/2" X 20 GAUGE METAL FAAMfNG tO 6" ABOVE CEILING. BRACE TO STRUCTURE 5/8 GYPSUM 33. BOARD BOTH SIDES. _ EXISTING MASONRY WALL WITH 3 1/2" METAL STUD ~-FURRING AND INSTAU.ATION. 34. PARTITION TO 12" GYPSUM. 35. PARTITION -6'' X 20 GAUGE METAL STUDS @ 16" ~ CENTER. _ 36. LAVATORY TOP AND SPLASH· LAMJNATE PLASTIC. 37. SHOWER CURTAIN AND SURFACE MOUNTED TRACK . 38. WALL MOUNTED SHOWliR BENCH. 39. ROBE HOOKS. 40. WOODEN BENCH. 41. GRAB-BARS -PROVIDE BACl<ING. . . 42. DOOR SIGNAGE: CENTER 60" A.F.F. ,H/C SYMBOL FOR WOMENi. _ 43. CL_EAR 1/4" T M15eRED GLASS IN CUSTOM MEiAL FRAMES. . -' - == L----oi:=-ERl~C.,QR B'<CIT'( C-3004-DD DRAWN -J. R DATE AP-R. ~5. Hi97 I I X ., I " ~ z J: 0 r 0 I D O B □ ~ '!l i ~ 0 ~ § ~ ..,, ~ 0 =! ~ z ~ -~ • ~ . ~ ~ I I -I I il • • ,: 0 . ~ C • I ' I I ' ' I I I I 0 ~ ~ D 2 "' ~ 0 D z :,; u li :,: 0 r D ~ 0 m 0 ~ D ~ ~ ; ~ z Ei ~ z ~ ~ . 0 ~ -~ D ► < D 2 _m 0 ~ C ~ □ D z ;; , ~--' -~ ...... -~· ,, __ GENERAi 1. 2. 3. 4. 5. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWING AND THESE NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK SO INVOLVED. CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO EXCAVATION. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC .. REFER TO ARCHITECTURAL AND MECHAINICAL PLANS FOR ALL PIPES, DUCTS, CHASE, ETC. LOCATIONS. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE U.B.C. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE DETAILS ON THIS DRAWING SHALL BE USED WHENEVER APPLICABLE. WHERE NO DETAIL IS SHOWN, CONSTRUCTION SHALL BE AS SHOWN FDR OTHER SIMILAR WORK. FOUNDATION 1. GEOTECHNICAL ENGINEER SHALL VERIFY THAT GRADING OPERATIONS AT THE SITE ARE IN CONFORMANCE WITH THE RECOMMENDATIONS AND CONCLUSIONS OF HIS REPORT. 2. FlNISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT ANO TRUE WITH ALL LOOSE MATERIAL ANO STANDING WATER REMOVED FROM EXCAVATION. 3. BEFORE CONCRETE IS PLACED, EXCAVATIONS SHALL BE CHECKED AND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER TO INSURE COMPLIANCE WITH HIS REQUIREMENTS. 4. ALL FILL MATERIAL IS TO BE APPROVED BY THE GEOTECHNICAL ENGINEER AND IS TO BE COMPACTED AS PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.INSPECTION IS REQUIRED DURING FlLL AND COMPACTION. 5. BOTTOM OF FOOTING SHALL BE AT LEAST 18" BELOW LOWER FINISHED GRADE. 6. SOIL DESIGN PRESSURE: 2500 PSF 7. FOR CHARACTER OF SOIL SEE REPORT BY: CONVERSE ENVIRONMENTAL WEST PROJECT /195-32136-01 REINFORCED CONCRETE 1. CEMENT SHALL CONFORM TO A.S.T.M. C-150 TYPE V WITH AN ALKALI CONTENT LESS THAN 0.60ll. -- 2. AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE, 3. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH A.S.T.M. C-94 4, ADMIXTURES MAY BE USED WITH THE ACCEPTANCE OF THE STRUCTURAL ENGINEER. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE CEMENT CONTENT. 5. REFER TO THE ARCHITECTURAL PLANS FOR MOULDS, GROOVES, ORNAMENTS, CLIPS, OR TEXTURES REQUIRED TO BE CAST INTO THE CONCRETE AND FOR THE LOCATION OF DEPRESSIONS CURBS, AND RAMPS. ' 6. CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH A 3/4 INCH CHAMFER UNLESS NOTED OTHERWISE. 7. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS OF THE A.C.I. 301 8. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING OFFICIAL PRIOR TD THE PLACING OF ANY CONCRETE. 9. LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED IN THE PLANS SHALL BE REVEWED BY THE STRUCTURAL ENGINEER PRIOR TO PLACING AND ORDERING OF REINFORCING STEEL 1 D. CONCRETE SLAB ON GRADE TOLERANCES: SPECIFIED F MIN. LOCAL F Fr = 50 F, = 30 F, = 25 F, = 15 11. CONCRETE SHALL HAVE A MINIMUM TWENTY-EIGHT DAY COMPRESSIVE STRENGTH, F'C, AS FOLLOWS WITH A MINIMUM OF 470 LBS. OF CEMENT PER CUBIC YARD & A MAX SLUMP = 4 IN CAISSONS -PSI. PAD FOOTING 2500 PSI. CONTINUOUS FOOTING 2500 PSI. GRADE BEAMS _....,..;;;,... __ PSI. SLAB ON GRADE 4000 PSI. ELEVATED SLABS AND BEAMS ----'=----PSI. COLUMNS -PSI. WALLS ---=----PSI. 12. FLYASH IS NOT ACCEPTABLE UNLESS PREVIOUSLY REVIEWED BY ENGINEER 13. ALL EXPOSED CONCRETE SHALL BE SPRAYED WITH A CONCRETE CURING COMPOUND AT THE RECOMMENDED RATE OF THE MANUFACTURER IMMEDIATELY AffiR FINISHING. THE CURING COMPOUND SHALL COMPLY WITH A.S.T.M. C 309. OTHER METHODS OF CURING MAY BE USED PER A.C.I. 308. THE CURING PROCEDURE SHALL REMAIN IN EFFECT FOR 7 DAYS MINIMUM TWO APPLICATIONS SHALL BE MADE ON THE SLAB. THE SECOND APPLICATION SHALL BE APPLIED PERPENDICULAR TO THE FIRST. GLUE[) I AMINATEP woop 1. GLUED LAMINATED WOOD SHALL CONFORM TO THE FOLLOWING COMBINATIONS OF THE "sTANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER", AITC 117 ANO ALL APPROVED SUPPLEMENTS THEREOF: 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CANTILIVERED AND CONTINUOUS MEMBERS. 2. MOISTURE CONTENT OF LUMBER AT THE TIME OF GLUING SHAcL BE NOT MORE THAN 16% WITH A MAXIMUM VARIATION OF 5% IN. ANY BEAM. 3. BEAMS SHALL CONFORM TO Arre INDUSTRIAL APPEAIRANCE GRADE UNLESS OTHERWISE NOTED ON THE PLANS. ENDS OF BEAMS SHALL BE SEALED AND BEAMS SHALL BE LOAD WRAPPED FOR PROTECTION DURING SHIPPING. ,DIETERICH POST REORDER NO. 145720 REINFORCING iSTEEL 1 . 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. REINFORCEMENT SHALL CONFORM TO A.S.T.M. A-615, GRADE 60 WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A-1185. REINFOR~ING FABRICATION SHALL CONFORM TO A.C.I. 3l8 ' ' WELOINGI OF REINFORCING STEEL SHALL CONFORM TO A.W.S. D1 .4. ' ' ' ' LAPS ATI BAR SPLICES SHALL BE THE GREATER OF 56 IBAR DIAMETER OR 18 INCHES FOR CONCRETE AINO 62 BAR DIAMETER OR 24 INCHES FOR MASONRY UNLESS NOTED OTHERWJSE. I YERTICAU BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CE~TER OF THE WALL, UNLESS NOTED OTHERWISE,i AND TIED INTO PO ITION AT THE TOP AND BOTTOM AND AT INTE~VALS NOT EXCEEDI I G 192 BAR DIAMETER. I REINFOR~ING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUN~ OF CONCRETE COVER: i CAS~ AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" EXPqlSED TO EARTH OR WEATHER: N,P. 6 THROUGH NO. 18 BARS N?. 5 BARS, 5/8 INCH WIRE AND SMALLER 2" I 1/2" NOT: EXPOSED TD WEATHER OR IN CONTACT WITH (1ROUND: S~Bd ~~L~NDJ~~:\ 8 BARS i NO. 11 AND SMALLER BARS B!cAMS, GIRDERS, COLUMNS: I PRIN. REINF .. TIES, STIRRUPS OR SPIRALS S~ELLS AND FOLDED PLATE MEMBERS: , NO. 6 BARS ANO LARGER , NO. 5 BARS, 5/8 INCH WIRE AND SMALLER 1 1/2" 3/4" 1 1/2" 3/4" 1/2" ALL REIWORCING STEEL, ANCHOR BOLT, DOWELS, AND INSERTS SHALL £1E WELL SECURED IN POSITION PRIOR TO PLACING OF CONCRETE OR GROUT. UNLESS I OTHERWISE NOTED, FURNISH NO. 3 TIESi AT APPROXIMATELY 36 INCHES ON CENTER IN ALL BEAMS AND FOOTING I TO SECURE THE PRINCIPLE REINFORCEMENT. : I ' WHEN REINFORCING STEEL IS TO BE WELDED, THE STEEL SHALL COMPLY IWITH THE A.S.T.M. A-706. THIS REQUIREMENT I MAY BE SATISFIE~ BY THE USE OF STEEL COMPLYING WITH THE A.S.T.M. ~o31~lLe:&v~~~3IREl\1tihs T~t c5Jt~~TR~EE1JMIT~HE OF CH~~r~. ~-1 • I VERTICALl WALL REINFORCEMENT SHALL HAVE NO SPLIC~S EXCEPT AT THE FOUNDATION, UNLESS NOTED OTHERWISE. STRUCTURAL WOOD 1 ' 2. 3. 4. 5. 6. 7, 8. 9. 10. 11. 12. 13. 14. I I ALL WOOD MEMBERS SHALL BE DOUGLAS-FIR OR ,LARCH AS GRADE NIARKED BY THE W.W.P.A. ' I i PLYWOOfi SHEATHING SHALL BE DOUGLAS-FIR CONFOf'MING TO COMMER IAL PRODUCTS STANDARD PS-1 AND SHALL E GRADE MARKED IN ACCORDANCE WITH A.P.A. ' WOOD G~DES (UNLESS NOTED OTERWISE): H\)RIZONTAL MEMBERS: 1 DBL. TOP PLATES GRADE H1 I JOIST AND RAFTERS GRADE #2 1 BEAMS AND STRINGERS GRADE #1 V~RTIC~4 MEMBERS: CONSTRUCTION GRADE 2x6 STUDS & LARGER GRADE #2 ! POST & TIMBERS GRADE #1 CUTTING! NOTCHING, OR DRILLING OF BEAMS AND JOISTS TO BE PERMITTED ONLY AS DETNLED OR APPROVED BY THE $TRUC1URAL ENGINEER, UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO TABLE 25-1-Q OF THE LATEST EDITION OF THE U.B.C .. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS-FIR. ! ' ALL BOLr HEADS AND NUTS BEARING ON WOOD SH~, LL HAVE STANDARD CUT WASHERS, EXCEPT AT SILL PLATE ANO ALL BOLT HOLES SHALL BE DRILLED 1 /32 INCH. IN IAMETER LARGER !THAN THE BOLT DIAMETER. 1 ALL SILL BOLTS SHALL BE PLACED 9 INCHES FlROM THI: END OF A BOAR~ OR FROM A NOTCH AND SPACED AT INTERVALLS NOTED ON THE' PLANS. SILL ANCHOR BOLTS SHALL HAYE STl<NDARD SQUARE, PLATE WASHERS. I ALL FlRA~ING ANCHORS, POST CAPS, COLUMN BAS'Es, ETC. SHALL BE AS MANUFACTURERO BY "SIMPSON COMPANY''. I PROVIDE: BLOCKING OR BRIDGING PER U.B.C. ' I I PROVIDE! DOUBLE JOIST UNDER ALL PARALLEL PARTITO~S. TOP PLA~ES OF ALL WOOD STUD WALLS TO BE 2-2x, 1 UNLESS NOTED (!>THERWISE. LAP 48 INCHES MINIMUM WITH NbT LESS THAN 20-16d NAILS AT EACH LAP ANO NOT MORE I THAN 12 INCHES pN CENTER. i PRE DRILL FOR NAILING, WHEN NAIL SPACING RESULTSl IN THE WOOD SPLITTING. ~~§g~if.S POST BOLTS SHALL HAVE STANDARD SQUARI PLATE CONCRETE Mt,SONRY 1. CONCRETE MASONRY UNITS SHALL BE TYPE 1 LIGHT WEIGHT OPEN END UNITS IN ACCORDANCE WITH ASTM C-90. 2. 3. MORTAR, SHALL BE TYPE S CONFORMING TO THE LATESJ' EDITION OF THE ,use. ' GROUT ~, IXES FOR F'M LESS THAN OR EQUAL TO 1500 PSI: Fl E GROUT SHALL BE COMPOSED OF ONE PART P RTILAND CEMENT, TO WHICH MAY BE ADDED N~T MORE THAN ONE-TENTH PART HYDRATED LIME OR LIME PUTTY AND TWO AND ONE-FOURTH TO THREE P.,\RTS SAND. : C~ARSE GROUT SHALL BE COMPOSED OF ONE PAAT PORTLAND CEMENT TO WHICH MAY BE ADDED NdT MORE THAN ONE-TENTH PART HYDRATED LIME OR Ll~E PUTTY AND TWO TO THREE PARTS OF SANO, AI\ID NOT MORE THAN TWO PARTS GRAVEL. i 4. COARSE , GROUT MAY BE USED IN GROUT SPACES IN S~LID MASONRY 2 INCHES OR MORE IN HORIZONTAL DIMENSION AND IN GROUT $PACES IN FILLED-CELL CONSTRUCTION 4 INCHES DR MORE IN BOTH HORIZONTAL DIMENSIONS. ! 5. 6. 7. 8. ALL CEL~S FOR HOLLOW UNIT CONSTRUCTION SHALL B~ FILLED I SOLID WITH GROUT. IF GROU~ING HAS STOPPED FOR ONE HOUR OR; LONGER, A HORl2:0NTAL CONSTRUCTION JOINT SHALL BE FORMED BY STOPPINP ALL TIERS .AT -THE SAME ELEVATION AND IWITH THE GROUT 1 INCH. BEl,OW THE TOP. : I -·,_. __ ., .'. '·, CONSTRWCTION ··OF-,.G,ROUTED MASONRY AND HOLLlOW UNIT MASON~SHALL BE'IN ACCORDANCE WITH CHAPTER 211 OF THE U.B.C. ALL ISO JED BOLTS -E,MBEDDED IN MASONRY SHALL BE GROUTED SOLIDLY IN PLACE WITH NOT LESS THAN 2 INCHES 0F GROUT suRRou DING THE so;r;,d;t, \ I ~ ," ,_.. ,.'~9,• ,, ~\i~J\!IONRY UNITS lN~R.~NNilllG BOND ':~r ~iiil WALL: F'M ~>f:ioO P.SI. '_, .,•~.('COMPONENTS: •1;' •: ; 2000 • _':" •0 ~if·:..(."\-_ _· .1r , ·,:rAR 2000 ,~,,,,:,,, 1-11' .. i •-;' -UT 2000 ~-1-~ri:···· . ~~-~: -- , I , I 111 il ' "· ,,, _ _. '·' P.S.I. P.S.I. P.S.I. I ' ' I I ! STRUCTURAL STEEL 1 ' 2. 3. 4. 5. 6. 7. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, UNLESS OTHERWISE NOTED. STEEL PIPE SHALL CONFORM TO ASTM A53-GRADE B. STEEL TUBE SHALL CONFORM TO ASTM A500-GRAOE B. ALL MAIN MEMBERS SHALL HAYE BOLTS CONFORMING TO A325N UNLESS NOTED OTHERWISE. MACHINE BOLTS AND ANCHOR BOLTS SHALL CONFORM TO A307 UNLESS NOTED OTHERWISE. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE "SPECIFICATION FDR THE DESIGN FABRICATION ANO ERECTION OF STRUCTURAL STEEL FOR ' BUILDINGS", BY AISC. STRUCTURAL WELDING 1) WELDING FOR STRUCTURAL SHAPES AND PLATES SHALL CONFORM TO AWS D1 .1 2) WELDING FOR REINFORCING STEEL SHALL CONFORM TO AWS D1 .4 3) THIS SCHEDULE IS NOT FOR MOMENT FRAME JOINT WELDING. REFER TO MOMENT FRAME JOINT DETAIL FOR WELDING REQUIREMENTS 4) FILLER METAL REQUIREMENTS ( LOW HYDROGEN Hl 6 MAX): BASE FILLER WELD PROCESS WELD TYPE METALS CLASSIFICATION SPECIFICATION SMAW ALL SAW ALL FCAW ALL ABREVIAJION AB ANCHOR BOLT ABV ABOVE ADDL ADDITIONAL ALT ALTERNATE ATR ALL THREAD ROD (A307) BTWN BETWEEN BLW BELOW BLDG BUILDING BLKG BLOCKING BM BEAM BN BOUNDARY NAILING BOT BOTTOM BS BOTH SIDES BSMT BASEMENT CLR CLEAIR CLG CEILING CMU CONCRETE MASONRY UNITS COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CF CUBIC FOOT CJ CONST. JOINT CVR COYER DIA DIAMETER DIR DIRECTION DWG DRAWING EA EACH EF EACH FACE ELEC ELECTRICAL EL ELEVATION EN EDGE NAILING ENGR ENGINEER EXP JT EXPANSION JOINT EQ EQUAL EXT EXTERIOR FF FINISHED FLOOR FG FINISHED GRADE FN FIELD NAILING FL FLOOR FS FAR SIDE FON FOUNDATION FOC FACE OF CONCRETE FOS FACE OF SlUD FT FOOT, FlEET FTG FOOTING GA GAGE GALV GALVANIZED GNO GROUND GR GRADE HT HEIGHT HORIZ HORIZONTAL HS HIGH STRENGTH INFO INFORMATION INT INTERIOR KP KING POST KSI KIPS PER SQ INCH LBS PCUNDS LG LONG LONGIT LONGITUDINAL LT WT LIGHT WEIGHT ASTM AWS AWS A36 E7D18 A5.1 A53-B A5D0-B F7A2 -EM12K A5,17 A572-50 E70T-6 A5.20 E71T 8 MAX MAXIMUM MB MACHINE BOLT MO METAL DECK MECH MECHANICAL MFlR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS NS NEAR SIDE, NELSON STUD NW NORMAL WEIGHT DC ON CENTER OPP OPPOSITE PSF POUNDS PER SQ FOOT PSI POUNDS PER SQ INCH REINF REINFORCEMENT REQ REQUIRE SCHED SCHEDULE SF SQUARE FOOT SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE STD STANDARD STL STEEL STRUCT STRUCTURAL SYM SYMMETRICAL THK THICK T&B TOP & BOTTOM TOF TOP OF FOOTING TL TOP OF LEDGER TOS TOP OF STEEL TRANSV TRANSVERSE TS TUBE STEEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL WF WIDE FLANGE BEAM W/ WITH W/0 WITHOUT WP WATERPROOFING WWF WELDED WIRE FABRIC WT WEIGHT WP WORKING POINT SYMBOLS L @ ... It # • PL ANGLE AT CENTERLINE PLATE NUMBER DIAMETER PROPERTY LINE - -K SKT Structural Engineering 15375 Bcrrcncc Pkwy Suite A-201 Irvine, CA 92718 (714) 727-9070 (714) 727 9073 FAX THIS-DOC m DESC I """ ,,, • ~ SPECIAL INSPECTIONS4 ) & TESTING lYPE OF WORK CONCRETE WITH f'c GREATER THAN 2,500 PSI LEDGER """ ANCHOR BOLTS IN CONCRETE WALLS STRUCTURAL FIELD WELDING WELDING OF REINFORCING STEEL HIGH STRENGTH BOLTING MASONRY EXPANSION ANCHORS CHEMICAL ANCHOR ADHESIVES NOTES SPECIAL INSPECTION YES YES YES YES YES YES NO YES TESTING UBC SECTIONS 1903 & 1905 SEE NOTES 1, 2, 3 '·-n SECTION 2227 UBC SECTION 2105 REMARKS SPECIAL INSPECTION IS NOT REQUIRED FOR: 1 l SLAB ON GRADE 2 FOUNDATION WITH F' c LESS OR EQUAL TO 2,500 PSI. CONTINUOUS INSPECTION IS NOT REQUIRED FOR No. 5 REBAR AND SMALLER SLIP CRITICAL BOLTS (SC) UNIT STRENGTH METHOD ~/LTI KB 2 MPSON WEDGE COVERT CIA GEL HILTI HIT SIMPSON SET 1. ALL COMPLETE PENETRATION GROOVE WELDS CONTAINED IN JOINTS AND SPLICES SHALL BE TESTED 100 PERCENT EITHER BY ULTRASONIC TESTING OR BY RADIOGRAPHY. 2. PARTIAL PENETRATION GROOVE WELDS WHEN USED IN COLUMN SPLICES SHALL BE TESTED EITHER BY ULTRASONIC TESTING OR BY RADIOGRAPHY WHEN REQUIRED BY THE PLANS AND SPECIFICATIONS. FOR PARTIAL PENETRATION GROOVE WELDS WHEN USED IN COLUMN SPLICES, WITH AN EFFECTIVE THROAT LESS THAN 3/4 INCH (19.1 mm) THICK, NONDESTRUCTIVE TESTING IS NOT REQUIRED; FOR THIS WELDING, CONTINUOUS SPECIAL INSPECTION IS REQUIRED. 3. BASE METAL THICKER THAN 1 ½ INCHES (38.1 mm), WHEN SUBJECTED TO THROUGH-THICKNESS WELD SHRINKAGE STRAINS, SHALL BE ULTRASONICALLY INSPECTED FOR DISCONTINUITIES DIRECTLY BEHIND SUCH WELDS AFTER JOINT COMPLETION. ANY MATERIAL DISCONTINUITIES SHALL BE ACCEPTED OR REJECTED ON THE BASIS OF THE DEFECT RATING IN ACCORDANCE WITH THE (LARGER REFLECTOR) CRITERIA OF APPROVED NATIONAL STANDARDS. 4. THE SCHEDULING OF SPECIAL INSPECTIONS IS SPECIFIED IN THE UBC CHAPTER 17. CODE APPROVALS MANUFACTURER UBC ER # COLA RR # COVERT ANCHORS 4846 25113 HILTI PRODUCTS KB-2 4627 23272 HIT 4016 24919 HVA 4016 24397 HDI 2895 23709 LOW VELOCITY FASTENERS 23,S 2582 ANGELES METAL SYSTEMS 1715-P 24988 PHILLIPS REDHEAD ANCHORS 1372 2748 SIMPSON STRONG-TIE SET ADHESIVES 5279 25279 SIMPSON STRONG-TIE WEDGE ANCHOR 5256 W280 SIMPSON STRONG-TIE SOS SCREWS 5268 25281 PN EUTEK PINS 3447 245.39 NELSON STUDS 2614 2725 DIETRICH INDUSTRIES 4784P 25132 STANDARD STRUCTURES 1 ' TRUSS -PURLINS CALLED OUT AS SST SHALL COMPLY WITH ICBO RR ff 2949. 2. 3. 4. 5. TRUSSES CALLED OUT AS SSI SHALL COMPLY WITH ICBO RR # PFC-4325. HANGERS SHALL BE DESIGNED AND PROVIDED BY STANDARD STRUCTURES. A COMPLETE SET OF STRUCTURAL DESIGN CALCULATIONS SIGNED BY A REGISTERED ENGINEER AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANY FABRICATION. ARRANGE JOISTS SO THEY DO NOT INTERFERE WITH COLUMNS UNLESS SHOWN ON PLANS. DEFERRED SUBMITTALSc 1 ) UBC SECTION 106, 3.4.2 MANUFACTURER TYPE TRUS JOIST ,1 OOR JOISTS TRU TRUS ROOF PURLINS STANDARD STRUCTURES ROOF PURLINS OPEN WEB STEEL TRUSSES ROOF PURLINS & RS NOTES 1. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO FABRICATION. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. " .. ~ ···~ -..:f,,_' ' T96036 -PLOTDATE, 04/22/97 C 3004 DD t-----t--+-----------------''----IA:~"~ UTILITIES YARD SITE & BUILDINGS IMPROVEMENT • PHASE II ,---t---+------------------+----1 urynEs E~R il'.C.E. NO, 46214 DATE BLD'G. 3B a BLD'G. 6 GENERAL NOTES DAJE BY DESCRIPTION App'D DESIGNED DRAWN C I. i--~-~---------_L_-'=-=~--KR __ K:..__i~---"-JR""M'----' ITV OF NEWPORT BEACH W-5257-S 1S0.01 CHECKED DAiE APRIL 25, 1997 P\lllJC WOflK8 DEPMNltft' SHEET ~:i_-REVISIONS SKT l I I ·ii I Ii • i t ~ I\ I ,I I I I ~ • I l ~ • I Ii I I • ~ ~ , !~ • • a C . j • i • i ~ ~ !I .,, ,; z :c 0 r 0 " " m !ii □ " □ 'D ~ 0 :D ~ !1 z i5 C z < rn ~ • □ ' ~ rn • D z ]TI ~ 13 D z " ~, D ,; z :c 0 r 0 -~ 0 0 D ~ □ ~ 0 n ~ ~ z a C z < rn m • D ~ ~ ~ D z ,m 0 • ~ l! " D .: z :c 0 r □ n " ~ 0 D :c □ ,g m D :c ~ 11 z a C z < rn ~ • □ ' I rn • • .m 0 ,, ~ n ~ .,, ,; V" z a ~ 5 ~ " □ 0 • n □ 'tJ m 0 "' • ~ ~ z a C z ~ m • 0 ' ! g • " ,, C 1l • • TYPE 1-BAR TO PLATE NOTE: TYPE 2-BAR TO BAR 1. TYPE 1: EFFECTIVE THROAT, E=0.40 S USE LOW HYDROGEN E 70XX ELECTRODES 2. TYPE 2: EFFECTIVE THROAT, E=0.60 S USE LOW HYDROGEN E BOXX ELECTRODES 3. TYPE 3: USE LOW HYDROGEN E 70XX ELECTRODES 4. TYPE 4: USE LOW HYDROGEN E 70X)( ELECTRODES 5. USE A706-60 REBAR WELDING SIZES and LENGTHS • • • • ,DIETERICH POST REORDE~ NO. 145720 22 • • 18 SCHEDULE V MIN WELD SIZES AND LENGTH BAR TYPE 1 TYPE 2 TYPt 3 LENGTH LENGTH Slf E I ~ I ~/· /: // // / / /??> I I TYPE 3-BAR END TO PLATE - I "<y/ / / I " I I./-·: 1/ I ~ /I ,·/1 I '-- TYPE 4-TS TO P;LATE #3 2" #9 5" #10 6" 2" 3" 4" 4½" 5" lf.' " ,4 1; " 16 17 r------.--------,/ NELSON STUD SCHEDULE / EMBED PLATE I / THICKNESS 1,t'.4 3/,8 1/2 3/4 1 i, 1 1/ INCHES / 2 t------t--~--~---'---~------.r~---i! ~HS cn en w z :,,:: (j 'i: f- / 3/4"¢ NELSON STUD 6 20 }fl:LSON STUD SCHEDULE 2 "y" ~I 1t'c: 11:::_LJi ll I 11'1 l=I I 1=111--0-111 -11 "tf> 2 'Y' ,, ' t = FOOTING THICKNESS y = STEP HEIGHT, 24" MAX UNO 19 STEPPED FOOTING '' ' 16 SEE LAP SCHED I ;,- 15 * I I -/' 1-- o• TYP • 90' STD HOOK\ • 0 \ ALTERNATE STD HOOK ,-----------; I _,J • , (( -----,..-"'T"'"":-i-r-----,1 Ir----, * -, o• TYP DOUBLE CURTAIN LAP SCHEDULE SINGLE CURTAIN REINFORCING #B -#9 #10 , #11 REB~R LAPS @ INTERSECTIONS ! DIAMOND BLOCK-OUT A~ COLUMNS ~ SEEEB I"-.. * LAP 56 BAR DIAMETER 66 BAR DIAMETER 84 BAR DIAMETER REINF WHERE OCCURS--~ \ • 10 L..~ @w .~~ ~ /SAWCUT I ~ / ~ ~====;d;;;;;;;;;~~~' ,t:::::::;::::::;:::;:;;-~ = - -~ ~ ~< T >r--, L r, --; ~ -.,> J NOTE: 1 L STEEL COLUMN V PER PLAN 1. S~WCUT JOINTS TO BE MADE LESS THAN 8 1 HOURS AFTER POURING OF CONCRETE 2. CONTRACTOR SHALL SUBMIT LOCATIONS OF CONSTRUCTION AND CONTROL JOINTS TO ARCHITECT FOR REVIEW PRIOR TO POUR 3/4'¢ X 16"@ 12" SMOOTH DOWEL BAR COATED TO PREVENT BOND. LEDGE EA SIDE w/ 1/8" RA01 1 us CONSTRUCTION / CONTROL JOINTS -✓- .,.., 1'-6" TRENCH NO EXCAVATON FOR PIPE TRENCHES TO FOOTING BELOW THIS LINE PIPl~G THROUGH FOOTINGS I NOTE: WHERE TRENCH IS ARE MORE THAN 2'-0" BELOW BOTTOM OF FOOTING STEP FOOTING DOWN PERffi -✓- 1111 F r1·1::.:Jl!~:r:::':::JTT .Jr;-=- SKT Strudurnl Engineering 15375 Borronco Pkwy Suite A-201 INine, CA 92718 (714l 727-9070 (714 727-9073 FAX " """"'" PH□POSED Jet ;i ANO SH FOR ANf DI CUlolENT NID D:I CO ION. ,:: I '-' C-Z 1J.. ww f"c C, 9 8 D = BEND DIAMETER D = 6db FOR !3 -j8 D = 8db FOR 9 -11 D = 10db FOR 14 -18 NOTE: 135' COLUMN TIE HOOK MAY NOT BE BENT TO LESS THAN DIAMETER OF COLUMN VERTICAL REINFORCING ENCLOSED IN HOOK REBAR BENDS db I I ~k. -+--v / db = BAR DIAMETER D = BEND DIAMETER D = 4d8 FOR #3 -#5 SCHEDULE 6 CONSTRUCTION OR CONTROL JOINT SEE/8\ ~ l , ,?AD FOOTING SIZE AND REINF PER 0(~«$~; PLAN AND SCHED '. 3 HEADED ANCHOR "E" I> • > L NOTE: INCREASE EMBEDMENT LENGTH BY 2" FOR ANCHOR BOLTS LOCATED IN TOP OF COLUMNS OR PILASTER BOLT EMBEDMENT UNO SURFACE • FINISHED~ ~ I I ;----- <',...__ I > I -'kc,,--['._ ___ 7T-==r >-1 ,1 I CC"I 1=·, ,c --_, 1-1i-c::---11 1'-6" SEE PLAN & ' SCHED FOR SIZE & REINF EDGE OF SLAB 4" 5" 6" 7" 8" 9" 1 o" 5 I 4 APPROVED wZ w ::i "' a. +--. I\ ' 1,1" PLAN AND SCH ED I L4-#6 1'-4" VERT • FOR OTHE~ INFO SEE6 A-A ftDESTAL FOOTING 2 (1;--~V\' ~,"' ' I I I / • POLE, BASE It & '::1'::~ I I I )dGHT POLE FOOTING ANCHOR BOLTS B OTHERS A-A NOTE: SUPPLIER OF LIGHT POLE TO SUBMIT DESIGN & DETAIL OF ANCHOR BOLTS & BASE~ TO ENGINEER OF RECORD & BLDG DEPT FOR APPROVAL PRIOR TO INSTALLATION. 1 T96036 -PLOTDATE, 04/22/97 C-3004-DD 1--+-+-----~~LA, 1---+---+----------------lUTIJ"'IES u ,,.c.E. NO. 46214 DATE 5-S -"'I, UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II BLD'G. 3B & BLD'G. 8 TYPCAL DETAILS REVISIONS 1--DA_TE__L_BY--'' _____ o_E_sc_R,_Pr_,o_N _____ 1...Af'_P'_D ... □=E=SIG=N~ED-K_R_K_,1cD~RA~WN __ JR_M_-I CITY OF NEWPORT BEACH W-5257-S 1s0.02 CHECKED SKT ~~~IL 25,1997 PUIUCWORK8DEPM'118111' SHEET .··,l!!rtl. I I I 28'-8" 12'-0" 14'-0" -· ---------= ................ = == ====== -==--s~~---=== ~-"< ... ·-- 1 •. • 0 I = I I I I I I I I • I ... -, I J_I -:.,. N o, I I I CF-1 r----------------- 6" CONC. SLAB-ON-GRADE W/ #4 @ 18"0/C E.W. w 0.. g (/) ----, I I I I I I I -1 J.1 01 I I I I I I I ¾-------.--~•t~=:z=t_-_7--+-=:-:-=C~[:-:4=+=~-rr-_~-=~:z:d_~-7 CF-2 3'-6" BLDG 3B CMU WALL CJ PERU'\, ~TYP '8. .DIETERICH POST REORDER NO. 145720 \ o. CF-2. 3'-6" 3'-6" 22'-o' FOUNDATION PLAN PF-1 'b I "' ' ' I \ .,,,.> PF-1 \ BLDG CONT FTG SCHEDULE MARK CF-1 CF-2 CF-3 CF-4 DIMENSIONS WIDTH 1 '-6" 3'-o" 1'-0" 1'-0" THK 12" 18" 12" 18" TRENCH DEPTH REINFORCING 1-#5 CONT TOP & BOT 4-#5 CONT TOP & BOT 1-#5 CONT TOP & BOT 1-#5 CONT TOP & BOT 6 10'-0" ·-a" 3'-4" 4'-8" 6'-0" 4'-0" 1a'-o" 24' -8" EXISTING BLDG 6 2'-0" 4" CMU WALL CONSTR. JT. PER(I'I, ~TYPE A 10'-11' f CMU WALL CJ PER(I'I, ~TYPE A CMU WALL CJ PER(2'\ ~TYPE A EXISTIN FOUND TION CONT CTOR TO VE IFY DEPTH BELOW GRADE 8" CONG. SLAB W/ 2 MATS #4 @ 12"0/C E.W. OVER 2" SAND OVER 8 MIL VISQU EEN 3" \ CLEAR J CF-2 \ .,,...,-------- \ .,..,,,. \ ,,. ' \,.. .......... PROPERTY INE _/ 33'-0" N EB FOUNDATION PLAN PAD FTG SCHEDULE DIMENSIONS BOTTOM MARK REINFORCING SQUARE THK EACH WAY PF-1 4'-Q" 12" 4 -#4 APPROVED w 0.. g (/) 24'-8" I I I I I ___ ....J 10 S5.01 TYP I I ' I ' I I I • 00 I iL. ______ _ -------'k- CMU WALL CONSTR. JT. PERG",_ ~TYPE A 4" FOUNDATION NOTES: 1. FINISHED FLOOR DATUM EL O' -0" SEE ARCH'L. FO 2. PF-1 INDICATES PAD FOOTING PER SCHEDULE ON THIS SHEET. 3. CENTER CONT FOOTINGS ON (l OF WALLS TYPICAL UNO. 4. FOR TYPICAL SLAB ON GRADE DETAILS SEE@ • INDICATES STEPPED FOOTING PER OCT@ 5. 6. CONTRACTOR SHALL REFER TO ARCH DWGS FOR FINISHED FLOOR SLOPES, DRAINS, CURBS & DEPRESSIONS. 7. CONTRACTOR SHALL REFER TO ARCH & CIVIL DWGS FOR ALL EXTERIOR GRADES, SIDEWALK, PAYERS FINISHES AND CONSTRUCTION JOINTS. N 8. 11/c« /1 INDICATES 8" TO 6" CMU WALL SOLID GROUTED w/ #5 @ 32' OC VERT. EA. FACE AND #4 @ 32" OC HORIZ TYP UNLESS NOTED OTHERWISE PROVIDE VERTICAL CONTROL JOINTS AT ROUGH LY EQUAL SPACES THAT DO NOT EXCEED 24' -0" (UNO). USE CONTROL JOINT TYPE "A" UNO SEEw ~ 8. fli&Zi&') INDICATES 8" CMU WALL SOLID GROUTED w/ #5 @ 32" OC VERT AND #4 @ 32" OC HORIZ TYP UNLESS NOTED OTHERWISE PROVIDE VERTICAL CONTROL JOINTS AT ROUGH LY EQUAL SPACES THAT DO NOT EXCEED 24' -0" (UNO). USE CONTROL JOINT TYPE "A" UNO SEE@ ~ 9. LONGITUDINAL REINF IN CONTINUOUS FOOTINGS & GRADE BEAMS SHALL PASS THROUGH PAD FOOTINGS. 46214 T96036 -PLOT0ATE: 04/22/97 C-3004-DD . mes YARD SITE & BUILDINGS VEMENT -PHASE II BLD'Q38& BLD'Q8 DATE S -S-"1.1 l'OUNDATION PLANS SKT Structurol Engineering 15375 Sorronco Pkwy Suite A-201 Irvine, CA 92718 (714) 727-9070 DESIGNED DRAWN t--M_rr~_B_Y~ _____ oE_sc_R_1Pr_1o_N ----~J>P_P_'o-tc==--K_R_K----1~~-JR_M_-t CITY Of NEWPORT BEACH W-5257-S S1 .01 CHECKED SKT :r;~IL 25, 1997 PUBLIC W0FIK8 DEPAlffllllNT SHEET ---'~i (714) 727-9073 rAX REVISIONS ~ ·-- z :,: 0 r 0 . ~ " 0 D e 0 ~ " '!l 0 ~ ~ D TI ~ ~ s z D ~ i z ~ ~ m • " ~ 8 ~ ~ ~ " ~ rn " l> C 2l ! l \ so;: r -- 'i I I ~ z I D r D ~ " " I'! D " " 0 0 i'l • m ~ " ~ ~ • z El a C z ' ;:: m • ~ • a 0 ~ I C " ► • " m ~ C 2l TI z ;; l I .,, I I: z I □ r 0 I " " I'! 0 ~ n i m i'l " ~ m ~ < z 15 ! ~ 2 m " m • " ~ 0 G ~ :ii C ~ ~ ,, ~ _m n ~ 0 ,, z j; I I ~ z I "~ D r D ~ ,, " I'! D a " ~ .,, ~ m D ~ ,, ~ m • < i: 5 i ;:: z m 0 m • • ,, ~ sl ~ C ~ ~ z .m n I. ~ j ,,. ffi CL IQ 0 I (.) ~ :::J ~ • 0 I ·oo '\o I r-- o. I o. .DIITERICH POS: REORDER NO. i 45720 4'-4" •' ~ ,/ N '1,";, ' I ~ ";,,,_'? IN ' I '"' ~ N 'O' 'c., ...J BLDG 38 I 0 28'-8" 5 SP @ 4'-0" -20'-0" 4'-4" -7 ILGR=,1r; r-~ I ' ' :l 20 I445R -_J 15 SB,01 1f1 Nl I ' O'' 1 ;i I ' f§' ...J ROOF FRAMING 0 .. ,/ '),";, ",s I>< PLAtN BLDG 6 ROOF NAILINC ' ---··-, "' ' ' N E9 I --i _j PLAN 1 I ' 1, 1' <.?· s 'o,, PLYWOOD NAILING SCHEDULE 1 Od SCREW SHANK NAILS (0.148"¢) MARK PLYWOOD BOUNDARY CONT EDGES I [i] ' APA RATED 10d @ 6" 1 Od @ 6" 1 /2" STRUCT 1 I 0 EXP I 1 Od @ 4" BLOCKED 10d @ 4" ' 5 PLY 0 PSR 32/16 10d @ 2½" 10d @ 2½" ' 0 10d @ 2" 1 Od @ 2" ~ 10d @ 2" 1 Od @ 2" 0 ¾" STRUCT 1* 2 ROWS@ 2½' '2 ROWS @ 2 ½' BLOCKED PROVIDE BOUNDARY AILING ALONG ALL MAIN BEAM LINES STAGGtR NAILS WHENI SPACING IS LESS THAN 3" QC DISCONT EDGES 1 Od @ 6" 1 Od @ 6" 10d @ 4" 1 Od @ 3" 10d @ 3" 2 ROWS @ 3" ~-- \ \ ' \ ROOF FIELD 1 Od @ 12" 10d @ 12" 1 Od @ 12" 1 Od @ 12" 1 Od @ 12" 10d @ 12" i' -,<"< s<o~ REMARKS 4x FRMG AT PLYWD EDGES 4x FRMG AT PLYWD EDGES • ZONE~ REQUIRES SPECIAL INSPECTION PER ER# 1952 FOR 1/ PLY USE, 1 Od x 2 \\ " FOR TYP PLYWOOD LAYOUT SE[@AT PANELIZED 2 8 FOR 51, PLY USE: 1 Od x 21,".4" 8 FOR 3f4 PLY USE: 1 Od x 23/s" "™ SKT SKT Structural Engineering 1 5375 Barranco Pkwy Suite A-201 Irvine, CA 92718 (714) 727-9070 (714) 727-9073 FAX NEW CONSTRUCTION BLDG 6 20· -o· 20·-o· 12'-o" 9 SPACES AT 4' -0' -36' -o• 3 SP@ 4'-0" LGR-1 WALL ANCHORS PER r@PLYWOOD I ~ LAYOUT I I LGR-1 1-.... 2 10 6 I435R "" \~➔---il-----;;z,?f'~: "' ;;-.: 00 X ... [:cc<::J W-+.,--..,,,-;;;F.F-;:. II "' 0 ...J c., A 1'-7;,:• s 2 {<s· .t::, 'O·• TYP ~ JJ 0, -1435R X ~ ~ "' 0:, II X "' u -st-CJ (f ...J '-' EXISTING BLDG 6 3'-8" 4" WALL ANCHORS PER r ,=== -=----------- ; : ~EXISTING , I WALL b I :1 ~ I , ' 11 " ' NI 11 ' ' "'I ' ' c., I ; ~ ' 1 i ' ' ' ' 9 co ' ' ' ' 11 \ /" ,-. --, \'.,,.. 1 '2. ,\ 1, • \ f i ' ' \'1 \ / ' ' ,s ,;-2-1-\ r:.,<r '"' ~ N E9 BLDG 6 ROOF FRAMING PLAN SUBPURUN SCHEDULE SPAN SIZE AND SPACING 1 8'-0" MAX 2 X 4 u1 @ 24" OC 1 o-o" MAX 2 X 6 uz @ 24" DC 1 NAILING SPACING MAY REQUIRE 4x SUBPURLINS SEE. NAILING SCHEDULE STRAP -HINGE SCHEDULE MARK SIMPSON STRAP-HINGE 0 CMST 14 X 16' -o" LONG 0/ 4x BLK'G. & 3x4 FLAT BLK'G. 0 5"x18go STRAP (ASTM A446-B) W/ 34-1 Od EA. END @ EA. PURLIN 0 3 ½x1 Bg□ STRAP (ASTM A446-B) W/ 18-1 Od EA. END @ 48"0/C U.N.O. DETAIL ® 1 @ 0 @ 1 DATE BY lYP HANGER SCHEDULE MEMBER SIZE HANGER 2 X 4, 2 X 6, 2-2 X 4, 2-2 X 6 F 3 X 4, 3 X 6, 4 X 4, 4 X 6 F 4 X 8 TO 4 x 16 HW ALL HANGERS SHALL BE PER SIMPSON STRONG TIE CATALOG C-96H-1, SKEWED AND OFFSET HANGERS SHALL BE DESIGNED BY SIMPSON AS INDICATED IN CATALOG C-96H-1 ROOF LOADING ROOFING 3.3 PSF MISC 1.5 PSF SHEATHING 1.5 PSF SUB-PURLIN 0.7 PSF CEILING 0.0 PSF SPRINKLER 1.0 PSF JOIST 1.3 PSF M/E 1.0 PSF GIRDER 1.0 PSF LIVE 20.0 PSF DESCRIPTION APPROVED DATE ROOF FRAMING NOTES: 1. TS = TOP OF PLYWOOD SHEATHING ELEVATION 2. CONTRACTOR SHALL VERIFY EXACT SIZES AND LOCATION OF OPENINGS W/ MECH AND ARCH DWGS. OO PROVIDE FRAMING AROUND OPENINGS PER DETAIL~ 3. FOR TYPICAL FRAMING HANGERS, SEE HANGER SCHEDULE ON THIS SHEET. 4. 5. 6. 7. C = IN GLB INDICATES AMOUNT OF UPWARD SEE DETW ~ CAMBER REQUIRED SHADED AREAS INDICATE MECH EQUIPMENT AREA. UD VERIFY LOCATION AND SIZES w/MECH DWGS. SEE, DET ~ CEILING MECH EQUIPMENT AND PIPING SHALL NOT BE SUSPENDED OR SUPPORTED BY STIFFENERS, SUB PURLINS, WITHOUT PRIOR CONSENT OF THE ENGINEER. ALL MECHANICAL EQUIPMENT LOCATION SHALL BE SUBJECT TO REVIEW BY THE ENGINEER PRIOR TO PLACEMENT. TYPICAL CMU WALL CHORD REINFORCING IS 2-#5 UNO. 8. LGR-INDICATES WOOD LEDGER. SEE DETAIL@ 9. LEDGER TO BE INSTALLED PRIOR TO GROUTING. R ... NO. 46214- T96036 -PLOTDATE: 04/22/97 C-3004-DD UTILITIES YARD SIITE &'=BIILDIICiS IMPROVEMENT -PHASE II BLD'G. 38 l BLD'Q 6 ROOF RWJllilG PLANS APP'D---'=DE~Sl=GN=EO~K_R_K--lbDM=W~N-JR_M_-ICITY OF NEWPORT BEACH W-5257-S S2.01 ~--"-------'------REV181--0N8-------~-CHECKED SKT ~~RIL 25, 1997 PUBLIC WORKS DIPARTMINT SHEET ·,)It 0• ----- • a § ~ • i • :\ C • I I I I I I il C ~ a " " a § C -" " ~ ~ ~ ~ ~ 2 C • m ,, 0 ' " " ,, ~ 0 ,, 0 m " ~ 2 C • • m " □ ' " • TI i m ,, ~ z C • • ~ 0 ' " p TI ' ,; z J: 0 5 " □ 'El 0 ,, <; i5 z • 'E :s z "' " ~ □ l1 ► u ,; z J: □ 5 " □ ,, ~ ~ ~ • ~ z /TI I) ~ ,, z ;; u ~ :i: □ 5 n 0 n u □ ~ 0 z • ; "' n " r ,. □ i 1\ I I I ~ :,: 0 5 § ~ " □ 0 '' TI ,, 0 u ~ m □ TI § • ~ ' z □ ~ C z ~ " C SJ • -~ 0 ' 'E C " l> :s ~ ,, z /TI " l> r ,; 4 • """ " <ll 1 '-4" .DIETERICH POST REORDER NO. 145720 TP = 123'-4-" ~ ----- EL = 119'-4" ~p OF B" C.M.U. '-4" @ HAIRPINS " 3-#5 VERT. EA. FACE 28'-8" 22'-o" #5 @ 32"0/C 2-#4 '-4" 2-#5 CH RDS 3-#5 VERT. EA. FACE-i1=~I FF = 106'-6" ~--------- ~-------------------------~ BUILDING 38 SOUTH El fYATION SCALE: 1/s" = , • -o· 57'-7½" 178'-11i" ,'-----------------------------------~-------_f--------~-------------------------------------------------------------------------------------------------------------------------,1'- i I 1a'-o" 7'-4" . 6'-7~" 9'-43''4" 22·-o· 10'-o" 22'-o" ' " ' " , ·-s·· 10'-0" .. " 1. 12-3 22-0 2'-E" 22'-o" • 22·-o· 2'-8" 22'-o" 7'-4" ~ --~,r---~~f----~-,r---------------,r-------,l'----------------,1'---------,i'---------------+"-+--------------,l<--,,i'-------==---'--------;,--=,l'--------==-_::_ _____ ~i'---------------.1£- --a:-• ~ -1 I= ' / ' ' - ' '.L -- BUii QING 6 NORTH fl EYATION SKT struciurol Engineering 1 5375 Barranco Pkwy Suite A-201 Irvine, CA 92718 (714) 727-9070 (714 727-907.3 FAX •A• TYPICAL LINTEL REINFORCING / I I 'I I .,: • >-->-- APPROVED DATE S-'i-"1'7 '+- TP = 122'-8" ----------➔ l ' ' " ' ' " ' , ' ' ' ' ' ' ' I, I I I I _y EL=118'-8" ---=-"$- ' T96036 -PLOTDATEc 04/22/97 C-3004-DD UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II BLIJG. 3B & BLD'G. 6 EXTERIOR WALL ELEVATIONS DATE BY DESCRIPTION APP'D DESIGNED KRK DRAWN CITY OF NEWPORT DCAl'H 1---~-~-------------'-----1,==---i-,=--JR_M_-1 ~ W-5257-S S3.01 REVISIONS CHECKED SKT r;~IL 25,1997 PUBLIC W0RK8 DEPAFmENT SHEET ,.-orD II I I i; z :c 0 r 0 ~ ~ " □ 0 ;: " D • □ 'O m 0 ~ " D ~ ~ ~ z i5 " C 2 !!! < 'i rn. 0 ~ • • 51 s • I ~ ~ !" 0 I' '" 0 • ~ TI i; z :c 0 r 0 I ~ 0 □ ~ '!I m 0 ~ • ~ ~ • z 0 ~ C z • < rn ~ m • • ii'. □ ' ~ " C • ~ " z /TI s 0 D z > I ' I TI i :c 0 r □ I • " m 0 □ " D • □ 'O m 0 ij " I ~ • z a C z ;, < rn o. ~ " ' □ " ' ~ C rn • • " z !" " " C cl D i I I· . ' TI s;; ~ z :c el ~ 0 ~ • 0 § 0 " ~ D ~ 'O \ti 0 a • !l " m • < z 0 ~ ~ z m ~ m • " ~ s '" rn i • ~ • !" -o I: ~ 0 I ,, I 'I I I • • • • • • • • .DIETERICH POST REORDER NO. 145720 22 21 20 19 • • • • • • • • : r--(N)#3 OWLS @ 16" oc (N) CONG. SLAB-\ TO MATCH (E) \ / . (E) CONG. SLAB SAWCUT AS REQ'D. SEE ARCH'L. I I i L-...l...~_J_.-:---....L..------j I ., f , ,.. • . . , ... 11 . ' ,-~=i'7 >_. ., '-~--.,, I ·-~-11._1 1=: 1-=1 ,-' I COVERT C1A ADHESIVE W/ 1'-0" 5" SPEC. INSP. 18 ' ' tt 7 ., 5 Q_ t:J #4 CONT. (/J SLJ\B DETAIL 24" LAP I 14 1~ I ...J 10' -0" (NTS) ~ _,,_ ________________ _..,_Ei r FOOTING @ SLOPE 7' -0" (NTS) 0.. 0 +--------¥-C.:: 0.. 1 • r 11 • NOTE: FOR ADDITIONAL INFO. SEE DETAIL 12/S5.01 fit .. ~@ I oc / • ( I. -J"CLR. ' SEE PLAN __ .JL 10 \t, WALL & VERT. I REINF. r""'l .. ~~---3 x 6 CONT. NAILER r __ "'l· • rc.""'~ --· 3 x 8 CONT. NAILER w/ ¾" 0 A.B. @ 48" oc 6' CMU • • • • w/ 3// 0 A.B. @ 48" oc • • -V, - SEE PLAN FOR LEDGER CONDITION • J VERT. REINF. ------.14-=1....,M-\_ , SEE PLAN FOR -2" -j - 2" I I 5 Q_ ~ (/J 8" CMU 8" CMU A/C OVER7 BASE \ "' LEDGER CONDITION HORIZ. REINF. • / VERT. REINF. ,,, • • SEE PLAN / -#4@ 15" o/c 8"1 ~--24" I SECTION 0 "' N r-.. CLR. CLR. • A HilH--#4--.1 'bo 2'' -----.1-:114-/I 'bo CLR. , \ ~111,,1 8" CMU • \_ #2 c_:) EA. VERT. REBAR IN BED JOINT : ~ ~ VERT. REINF. I/ "= I BASE I A/C OVE"°I ,. #4 @ 16" O/C 8"1c__ __ 24• I ' <I. "' -1 -- j l..--PAD FOOTING WHERE OCCURS d1,-.----+---,_,·f'.l,ONT. FTG. I REINF. , CONT. FTG. BEYOND ,~ SEE PLAN FOR SIZE & REINF. 16 TYPICAL 8" CMU WALL SECTION 12 1YP. STEPPED CMU WALL SECTION 8 15 ::I 0.. ~ (/J I I a• CMU #4@ 16" oc \ a" I ~2-4~ .. - ¾----I \ > ':5 u • ,., FOOTING DETAIL _ / VERT. REINF. -v "-/ = 4------:.,,------f SEE PLAN l 3 Cl. w w U) " 1 1 • K SKT Structurol En-51ineering 15375 Barronca Pkwy Suite A-201 Irvine, CA 92718 (714) 727-9070 (714) 727-9073 FAX TSS T 1 BAR @ TOP OF PARAPET r STAGGER CHORD BAR / SPLICES ' THE DISTANCE "m" SHOULD BE NOT LESS I I -CHORD BARS R THAN 48 BAR 0, 24" OR THE DISTANCE _OOF Ll~E ... BTWN VERTICAL BARS, WHICHEVER IS GREATER. IN ORDER TO CONSIDER CONTINUITY OF BARS I !~CONTROL I JOINT 2-#5 MIN 720 UNO LAP lYP ~JAMB I.,,-I/ BARS ~l/ IN THE WALL THE DISTANCE "e" SHOULD BE AT LEAST TWICE THE DISTANCE "k". WHERE THE LINTEL IS WITHIN 24" OF THE ROOF LINE THE SAME BARS MAY SERVE FOR THE BOND BEAM AND LINTEL. 1YPE "B" I I m '"' \_UNTEL-L./~fr"f;;;=""*=;;t-------i--t----t-1""' BAR Ix ,._-BARS AT EA e JAMB--fr.::=l~=;;:;2;:!L _______ , I "L" MIN IS 48 BAR DIAMETERS. WHERE DWL IS AT EDGE OF OPENING/END OF WALL OR AT CONTROL JOINT "L" IS 72 BAR DIAMETERS. r-4' -0" LG SMOOTH DWLS ACROSS / THE JT PREVENT BOND BTWN BAR AND GROUT W/ GREASE OR PLASTIC SLEEVE. CAP ALL OWLS TO ALLOW 1" OF M DVEMENT. ) r--, --- ,>L..Jl • L..JI • I :I/~~: I I I [BARS AT TOP I OF FON I I I -- I I I FLOOR L:Nf.h.. SEE TYPE "B" _ __) / ----......,.-FOR CAULKING ADDL (V) BARS EA SIDE I ..J.:..J. 1•:,__ ____ _j'',:;:::::::..'.. ''I--1_:•:.1.1 ____ .:.J'IL_~--------l'.!.-_ __:•J,...! ••11,_I~ r . FOOTING • 1 • • • 1 L-------_____________ \ ,, --------------------------~ _. STD 90' BEND IF STRAIGHT EMBEDMENT NOT POSSIBLE \_DWLS TO MATCH MAIN VERT REINF OF CONTROL JT TERMINATE ALL NON- STRUCT REINF 2" FROM I CONTROL JT (DO NOT I TERMINATE CHORD BARS)"------'~ CONTROL JOINT lYPE "A" 24' -0" MAX QC FOR ALL WALLS -r---11/''---~~--, J ~-~ ,I V lYP WALL_ REBAR / ~""-; EXCEPT WHERE NOTED OTHERWISE ' "'ON ARCH OETLS OR ELEVATIONS Ii -----+CONTROL JOINT ~ ~ (WHERE OCCURS) I=--+-=~~ ... ==~-==! w/ ALTERNATING ', KEY II > : I #31 I HAIRPIN TIES,~ ~F•=~lf-'1.j,;=~~-==-1 _ U EA VERT BAR ~·+-4'-M ~ ~: 2-#4. BARS lYP \ ') I ~===M=,,='"=· ==r'/"'==~..._(OR AS NOTED) \ I I • ii / \ .IJ,, ' .,., I STANDARD LINTEL '//, •< \ '\, BLOCK I I '\,___2-#5 JAMB BARS TYP UNO I I / ,----- 24 GA GALV FORMED DIVISION STRIP WITH 2x4 KEYS '-._ coNc;;s_K /'\_ "- ADDL (V) BARS EA SIDE OF CONTROL JT /CONTINUE HORIZ REINF ~ "' WALi: ' J' l f J L...J I .,. .__J l -- POLYSULFIDE CAULKING w/ I \\_ALL HORIZ WALL REBAR & URETHANE FOAM BACKING I ADDED REBAR SHOWN ON SECTION (EACH FACE). CAULKING I OR STRUCT WALL ELEVATIONS COLOR SHALL MATCH MORTAR SHALL BE CONTINUOUS THRU BEING USED FOR ADJACENT CONTROL JOINT WALl 1 • -- H / ( "-.. , -OPENING t--~ J THIS BAR SHALL BE CONTINUOUS _l ___ I NOTE: FOR CONTROL JOINTS IN HEAD j BETWEEN LATERAL SUPPORTS OR BETWEEN FLOORS. FOR BAR 2'-0" PLACEMENT SEE lYP CONCRETE -¥--M-IN--BLOCK DETAILS ELEVATION SECTION STACKED CONTROL JOINT I SECTION OVER OPNGS FROM TOP OF FOOTING INSTALL DIVISION STRIPS IN 8" TO TOP OF WALL SECTIONS WITH ALTERNATING (TYP) TYPE "B" KEY EACH SIDE OF JOINT TYPICAL MASONRY WALL DETAIL 2 • 0 ·' ~ NOTE: FOR ADDITIONAL INFO. SEE DETAIL 8/S5.01 SANDBLAST TD ¼ AMPLJTIJDE & COAT W/ SIKA ARMATEC 110 I • #3 x 1'-2" LONG../ l'-O" (E) 2'-0" 2 ROWS @ 9" 0/C SEE ARCH FOR EXTENT i I l~~,=-.-~.-=±"= .. ~ .. '.~_=,,=-==_~:~=_:::=,_~.-~~~ :Ill ;ill :Ill =Ill :Ill-I 11, , ,ill, , ,ill, , ,ill, , ,ill, , ,ll SECTION @ EXISTING FOOTING 4 SLAB DEPRESSION 1 T96036 -PLOTDATE, 04/22/97 C-3004-DD UTILITIES YARD SITE & BUILDINGS j /J'/ I _::[ ,.,.Z.~~~~~--a...-;;.;;IM=P_RO_YE_M_E_NT_-_PHAS __ E_l __ ----1 --+---+-------------t-UTI !ES EN'J R.C.£. NO. 46214 BLD'G. 3B & BLD'G. 8 DATE s-s -,1 . FOUNDATION DETAILS APPROVED APP'D DESIGNED KRK DRAWN JRM CITY OF NEWPORT BEACH W-5257-S S5.01 ~-.L ___ L.... ___ REV181 ___ QN8 _______ .1__-t,_cu.HEcrcK"'E"'D_S_K_T-trfii:f!ffR-IL_2_5_,-19-977 PU8LJC WOAK8 DIPAPfflalT SHEET • 'ff ;.1'J: DATE BY DESCRIPTION I. I I I I I I I I ~ I 0 5 / • ( • 2" CLR. CLR. • • co I • co 2" - CLR. Jb ~ • \_ #2 c ... "EA. VERT. REBAR IN BED JOINT ·V ◄ I f "F" TYPE _J HANGERS /1-!=ll=blll;_ TYP , TS CONT_, * #5 X 36" @ 16" 0 / -, aows as W/r,'\/ STRAPS SEE @ ~ PREDRTOD .• /3/6~,1/ 0P / //i J-'.}r -!t-I WALL ~NCHORS @ 48" OC : SEE DETAIL® 4x8 MIN V WALL OFFSET DETAIL 22 l~CTION SEE NAIi SCHED. ------ 3" TYP I ~-· . . . . . . > • • ■ ■ ■ ■ I _____!:, I ' ~~ ::,;:-. ~ STRAP -SEE PLAN FOR SIZE ~ '""'J~i>ll""" ~ 4x SUB PURLIN j \_ 4x SUB PURLIN ~ PURLIN -SEE PLAN E 8 FOR SIZE PNEUTEK 0.143"¢ Pl~S SAME : SPACING AS BN W/1 /2"x18 Gf- CONT STRAP--- CHORD REINF @ LEDGER LINE ,, 2 ROWS STAGG W/ 1 Od @ 3" OC ., 3" 11/" 2 , , Ii I 'I SUB PURUN TIE 21 j)'P161 SUBPURUIN TO WALL CONNECT!ON I ' SEE 3" MIN. 3" TYP 1 1 " 2 NAIL SCHED. DETAIL 0: :i 10d -- ILL~ STRAP -SEE PLAN FOR SIZE WEB STI FENER \ PER TRU ,S MANUF \ \_2-HDS's WALL ANCHORS 20 STRAP PER PLAN - I 24-16d 24" MIN. 4x BLK'G. W/~-4-A34 EA. END/ / ~/ ~o:o/\'.p~,•( • ,tt;;.:~~111~ I/ - . . . ' ..... - BALANCE 2 ROWS 10d @ 3½" 0/C \_3x ~LK'G. W/ A34 EA. END CMST 14 W/ \_ 4 ROWS 16d @ 3½" o/c 2x JOIST HOLDOWNS SAME AS @ DETAIL ffi , SEE •• NAIL SCHED. 3" MIN. 3X NLR W/ ¾"~ A.B. @ 16"0/C , 2-Rows,~ I B.N. ~ 1 FOR STRAP / SEE DETAIL I I ) ,..._---WEB STIFFENER l+--H PER TJI MANUF A DETAIL : CONT. 8" -~-< CMU @ I lol--M ~--CHORD REINF DET. 1 SA et: I ABOVE LEDGER w I "' 8 I....,..=1s1 ....J i ~-- - @ I .,. I l,ll===isl '1" 7 f-o-14--l+--I N KNOCK-OUTl I I SHELL FOR , --+ f-o- I ' ' B.N. 1 2-HDS's WALL I ANCHORS ,: 0 I 0 ' "-> ,16 A.B, l~ --+re- l il!il==ml,I ~-"HU" HNGR ~4x SUB-PURLIN @ 1 I 11!1=-ol,I I I 7" EA. WALL ANCHOR ~IN ~+1 ---l~IEDGER PER ~B=O~TT=OM~~' ~~ , PLAN OF LINTEL INOTE: 'EMBED ANG~. BLTS. 5 1/ " @ 6" CMU WALLS & 6 /2" @ 8" cau WALLS (TYP.) FOR LINTEL REINF. SEE WALL ELEVATIONS. BO NDARY NAILING 3x NAILER 1/4"¢ AB's @ 3 OC ~ I I I . I / 14 NAIL PLYWD AROUND <1. ~RAMING7 STRAP PER NAILING \ SCHEDUL-v1'~-~-"<c---- LEDGER SCHEDULE MARK SIZE CONNECTION TO WALL LGR-1 4 X 6 ¾"¢ AB @ 48" OC MIN LGR-2 4 X 14 6-3//'¢ AB EA PURLIN LGR-3 4 X 12 ¾"¢ AB @ 24" oc NOTES: 1. ALL LEDGERS TO HAVE A MINIMUM OF 2 BOLTS PER PIECE. 2. ANCHOR BOLTS TO BE LOCATED NOT LESS THAN 6" AND NOT MORE THAN 12° FROM END OF LEDGER OR LEDGER SPLICE, UNO. l -~~----~-.. ~---~~---e?:l-~. EE·· •<s--J .. 7~ ~:;;:; L.' o • -~ r -- 2 Rpws BN STRAP PLAN \_JOIST =::;;;;;;;;;:;;;;;;;;=;;;;:==::::::= BELOW 3" MIN / P~ 1 NCH OPEN FACE~'• r,/ r ~ HELL @ 6" CMU I /!::z:: --~~-¼ / .liQIE; E BED A.R. 51/ " I AT 6" OMU & 61/z'' AT ~ --:: - TYP. FIELDWELD OPllONAL 8"~U~.)_~-~l·~·f~=~, 8" CMU @ 11 A i" I 11 " /),,,,,,, 1 --vi -V - SIDE it¼" w/1 1/2" VERT SLOTTED HOLES & ¾"¢ MB 13 TYPICAL LEDGER and SCHEDULE I ~ I 12 }(UBPURLIN TO WALL - SKT Structural Engineering 15375 Borronco Pkwy Suite A-201 I.If I I 8 INTERIOR WALL ANCHORAGE 19 SUB-PURUN WAUL ANCHbRAGE •1,5 TYP BM BUCKET AT WALL 11 Irvine, CA 92718 (714) 727-9070 (714) 727-9073 FAX ,D CTERIC~. ?OST REORDER NO. 145720 Ct: w "' 0 w It WALL I ANCHORAGE I 3~• 'I 3~• J ~' J ~ WALL I ANCHORAGE 4'-0" (U.N.O.) i ! i ~ i ! i ~II' ' I~ +--+---;--.. ..,:._ .. --, .. 4 x LEDGER _// LGR-1 8" CMU FLUSH W/ """ BOLT HEAD:\ OUTSIDE FACE -- OF BLOCK ~alcl).,Al,e-... ) TYPICAL ... - -ljl ~ ANCHOR BOLT EMBEDMENT --,lq..<¥-t;l<=EQ. TYP. ~-CHORD REINF ~ _,.. ABOVE LEDGER ~--..... . .. -·> . . . . . . B.N. ....J ,_ 1-------< --·---- I. 2-HDS's WALL ANCHORS \SEE PLAN '-------~. \ FOR STRAP~ - -I-----<- I I I I U I ' ' ' • 0 I 0 \ t --1 I )l ' ll \ '-1 o Io I/\ ·, \ L3x4 FLAT BLK( \ (UNO) @ EVER~/ STRAP \_ 'Z' CLIPS TYP BOLT HDs.111-1-=1!1 FLUSH w/ O.F. C.M,U ., ~-"HU"\ HNGR \ 7" MIN / '-4 X 6 I rTYP FRMG ~---I_ IEDGER PER PLAN -- NOTE: EMBED ANCH. BLTS. 5½" @ 6" CMU WALLS & 6½" @ 8" CMU WALLS (TYP.) I 16d @ 3" 0/C (TYP.) I ' I I ---r- 4'-0" <1. PU RU NI 2x4 NAILER\ \\ • i .. i . ' ' d w s I I I 4 x LEDGER _J I L ' I I I I LGR-2 2'-0" 2'-0" (TYP.) (TYP.) I' I I P: I ...., I i >-r--~---.. 1 ----r 8 4 x LEDGER J LGR-3 '. -EQ NOTE: I I I 2 ~~l'-:TYP. EMBED ANC~. BLTS. 51/2" @ 6" CMU • WALLS & 6 /2" @ 8" CMU WALLS (TYP.) CHORD REINF 7 ABOVE LEDGE+R --""°--/BN . 2x NAILER w/ 16d @ BN ii ./J.__ __ .... ~ SEISMIC FORCE ~~#fi,E~I;J",----7 4000# Iii, ~: 0: □1 -,--.... X 1-----.... 2-#4 @_}fOLT HDS.1,11=+-M LEDGER FLUSH w/ O.F. C.M.U ) 1i--1-+-\1--WEB STIFFENER \ PER TRUSS MAN UF 7" L4-HD5's WALL ANCHORS w/ WEB FILLER TO MATCH AB SPACING JOIST MFR. TO ATTACH WEB FILLER FOR A SEISMIC LOAD OF 1000# EACH TYP LEDGER CONN (FRAMING PARALLEL TO WALL) 4 JOIST TO WALL 1 APPROVED ' ... _-__ -__ .,.._-__ .-... -.. -t--.-. -.-.. -.. -... -.. -.. -.. -. -.... -.. -.-___ -_-.-.. --.-__ -_.,.._-__ ----. :;:~ ~. " ,.,; DATE $-S -"'17 T96036 -PLOTDATE: 04/22/97 C-3004-DD UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II BLD'G. 3B & BLD'G. 6 FRAMING DETAILS ,__DA_IE~_BY_~ ____ o_E_sc_R1_P1_10N _____ ~AP-P'_D +D~Es~•G~NE~D_K_R_K--1~DRA~WN __ J_RM_-1 CITY Of NEWPORT BEACH W-5257-S SB.01 CHECKED SKT r;~IL 25, 1997 PUIUC WORKS DIPARl'MINT SHEET ·v'1,w REVISIONS I I 1---1-----------)/ TRUSS PER PLAN- ~2 x 4 (NAIL TO / PURLIN) 1 Od 12" OC S1 ER-- TRUSS \/ ,.J KTX'I \_~ r_; D >II lX] I I I I -TRUSS PER PLAN (ii ii / V 2 ~ '4 (NAIL TO 2. 'x 6) _/4 ,:::i 10d @ 12" OC STAGGER -C :I / SECTION ftPICAL DRAIN DETAIL 22 : FACTORY CURBS ... -~~~NG -v-SHAPED 6 x 8 \ --J,,, CURBS \ )'~ A35 EA CORN~,E-"R . ..----t,,.pll.~-x & @ 24" oc X ~ 4x UNDER M/E UNIT SECTION MECH PAD O ROOF • • • • .DIETERICH POST REORDER NO. 145720 y ,._ - 'z "' 21 20 19 • • • • • • ' ! . ' ( 24'-o" U.N.O. ' ' i ' ' ' -I SIMPSON ,v, IVI - 3x4 FLAT CONT . W/ 'Z' CLIPS OR 4x4 SUBPURLIN 'CMST12' M PNEUTER PINS @ 2" o.c. ' IT I II I I I I I I I ✓ \ STL LEDGER I "WNP" / PLYWOOD SHEATHING PER PLAN HANGER \ OMITTED FOR CLARITY \II~'---------'-- \ TRUSS - BOUNDA:Y« ~ NAILING I OPENING µ:::===1 DBL 2 x 6 \ ) L JOIST PER PLAN oi I I .,,..,,.. I ........... ..... I C= BEAM CAMBER AS INDICATED ON PLANS ..... ..... ~ ..... 2x4 FLAT BLKG AT UNSUPPORTED EDGES PER PL.AN WHEN EDGT_/ r-rr-,,--r;--, --T'T--,R ... -TT--, r--·v-FIELD I I I I I I I I I I I I I I I I NAILING IS LESS THAN N--il, I : l I I : I I l : i.....-1 V NAILING 4" OC USE 3x4 BLKG , , L.,,.J l_J I 11 11 I : 11 (FN) ' I ; ' I "V > ' I I ' I " ' I I ' I 11 I I ' I CONT PANEL EDGES __ _J~H-jlj--+f--lri--H--ff::1=f:::iij=t-r-DISCONT EDGES (EN) I I ' I " ' ' ' ' I ' I I ' ' ' I I I'---' ' ' I ' ' ' .,..,.. BOUNDARY NAILING (BN)------ !/ I l-.. I I : I I I I I I I I I I I I I I I I I I I I I I I I I I LONG DIMENSION OF I I 11 11 I I I I / PLYWOOD TO RUN I 11 : : I : : i: : I: < PERPENDICULAR TO JOIST--.._ I i I I i I , · •=••t:::;tfc-, V I I I I -<:!"T "-t-t=...L.t '-I I I I ,,,. n-~ i:--t-I NOTES: , I ! , .J-1-'1 ~s-1 ', , :~ I __i.._~,,,,, ' 1. PLYWOOD NAfLING SHALL BE INSPECTED 2. MIN PLYWOOD SHEATHING SIZE SHALL BE 2' -0" x 4' -0" 3. 3/a" MIN EDGE DISTANCE FOR NAILING 4. PROVIDE BLKG @ UNSUPPORTED EDGES UNLESS T & G EDGES ARE SPECIFIED STAGGER PLYWOOD JOINTS 5. PROVIDE SIMPSON "z" CLIPS AT BLOCKING 6. STAGGER NAILING ½" WHEN SPACING IS EQUAL TO OR LESS THAN 3" OC 7. PROVIDE BN @ CONT PANEL EDGES WHEN BLOCKED • 18 STRAP CONNECTION 14 FRAMING AT OPENINGS 10 TYPICAL CANTILEVER 6 PLYWOOD LAYOUT 3 I ! 17 I 16 EDGE NAILING (EN) (EN , ' -------------- ' ~~---I .,.,----II BOUNDAFjY NAILING (BN) ALqNG CONT PANEL EIDGES7 ~ ~....-- , ~l/1'-~ • ~I PARAPET 'WALL WHERE opCURS--1 11 11 11 11 BN ALONG MAIN BEAM LINES LONG DIM OF PLYWOOD TO RUN PARALLEL TO STIFF ---1r-n-1rir:Iv~ 1111 I~ 11 11 11 11 11 II ~--PURLIN II "" __JL____JIL,v 1 '-_J_--"'----MAIN BEAM LEDGER PER PLAN NOTES: 1. PLYWOOD NAILING SHALL BE INSPECTED. 2. 3/8" MIN EDGE DISTANCE FOR NAILING. 3. STAGGER NAILING ½ • WHEN SPACING IS EQUAL TO OR LESS THAN 3" OC 4. SPACE SHEETS WITH 1/8" GAP. TYPICAL PLYWOOD LAYOUT • • 13 12 15: 11 'LSTA 18' EA. BRACE 'A35' F.S. & 'LTP4' N.S. OF (N) POST ------------- \ \{l STRAP 4-16d EA. LAP (E) 2x4-FIELD VERIFY (N) 2x4 EA. SIDE OF (N) 4x POST ------(N) 4x POST PER PLAN (N) 2x P.T.D.F. SILL Ii'. UNDER 4x POST w/2- HILTI 'XDNI' SHOT PINS I I ---------·-·-----· .,------- ------ DETAIL O (N) DOOR JAMB --KT SKT Structural Engineering 15375 Borranco Pkwy Suite A-201 ~ in~, CA 92718 714 727-9070 714 727-9073 FAX 8 f'1 ~~)= ROOF FRAMING (E) 4x ROOF BM.----i.i:y-1-ff, ~-----:i / (E) ROOF BEAM (N)DBL TOP Ii'._/ w/16d @ 8" oc EACH li'ATE (E) CONC. SLAB 1 ..__ ____ (N) 2x6 STUD IN-FIL[ ----,v-L @ 16" QC --·\,--- ' w/ // 1> HILTI 'KBII' ANCHORS @ 32" oc l /4(N) fx P.T.D.F. SILL Ii'. -~=-~---_____,· T j~ WALL SECTION - 2x STUD w/ (N) 16d @ 16 oc (N) 4x 10 RIPPED TO MATCH OPPOSITE SIDE OF DOOR DETAIL O (N) DOOR JAMB APPROVED 5 1-----1-----+---------+---l _,z ) ., ,;/ UTlrlES ENGINE~ RLE. NO, 46214 !---+---+--------------+--- DATE 1 T96036 -PLOTDATE, 04/22/97 C-3004-0D UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II BLD'G. 3B l BLD'Q 8 FRAMING DETAILS DATE BY DESCRIPTION ---'--'-PP_'□--+c□E=s,=oN=E□_K_R_K-+-~wN_J_RM _ __. CITY OF NEWPORT BEACH w-5257-s lse.02 CHECKED SKT :,ill 25, 1997 PUBLIC WORKS DEPARTlafl' SHEET .: ~·1 REVISIONS \;: z :c D r D i ~ 0 D D D • □ .,, m D 1l D D m ~ • ~ . z i5 • C z • < m 0 m • • D ~ □ ~ '6 t , s; • D z [TI 0 I' ., D D ~ I :.1 ' I ~- I I .,, I ,; z :c D r D 0 D n m D ~ 0 c ~ D • .,, m D ~ D ~ ~ ~ z □ ~ t z • < • 0 m • . D ~ 0 ~ " C , -s ~ D z m ~ 2l D z ;; I I -0 \;: z :c D 5 I D " § D D • □ .,, ~ 'll 0 ~ ! P, z 0 " ~ C z < m 0 'll • • ~ 0 ~ '" ~ )! .. < D z [TI " J> C: 2l ! u \; z • :c ~ D r D a D " ;e m D ~ □ " D D • □ .,, m D \ll ij D ! ~ • z 0 . ~ ~ z • ~ m • D ~ s '6 • ~ J> < D z [TI 0 .. C: L ~ ~ I I ' I ! ABBREVIATIONS ROOFTOP HVAC UNITS --~ ,; i AfN N30VE MAX MAXIMUM I COOLING. HEATlic; ELECTRICAL FILTEl'<S NC, AIR CONDITIONl1'1e M6H 11-IOU5AN[) Bnl PER HOUR I'= OFER. Af> ACGe5S DOOR MC MECHANICAL CONTRACTOR UNIT HANUf'ACTLIRER AREA NOMINAL CF.M. .SP. CAFACITT (6TUH) CAFACITT (M6HJ VOLTAGE FAN ess.R. WT. REMA~ ~ ABOVE PINISHeD FLOOR MECH 1-ECHANICAL NO. 4 MODEL NO. oERvED TONNAc;E (IN.! 5ENo16LE TOTAL Ill/FUT OU1FLIT Af'LIE 1-l.F. f'LA. H.CA. < QUANT.! • 51ZE TTPE (LEIS.! N' ACCESS PANEL MFR M"""-'FACTIRcR V. I FH. / HZ AAC,H ARC-HITl:<:il1/RAL MTD Mru,na, ' 32)00 PROVIDE FACTORY ROOF CURB, PROGRAMMABLE 60D ~ DAHF!:R M -w CARRIER BLD6. 6 4olooo BEL BEL.OH NIA NOT APPi.iC.ABU: I 1/2 580 '.5 11,600 11,000 81 208/1/60 --10.1 12.0 10.0 (J) 20"x20"x2" FARR 420 THERMOSTAT, TWO POSITION FRE5H AIR HOOD BET BEYOND NIC. OOT IN CONTRACT 48SSOl8 OFFICE AREA ' 30/30 Btf' BRAl<l: HOR5EPOYER NO. OR=lt NUMBER ' AND TIME 6UARD DEVICE. BI.D6 EllJILDING NT5 NOTTO SGALE ' ' l30D BOTTOM OF DUCT OBD OPPOSED BLADE DAMl'ER ' PROVIDE HEAT PUMP THERMOSTAT AND CONTROLS FOR BOP BOTTOM OF PIPE OD OUTSIDE DIAME1B'1. (E'fiZ\ BOT BOTTOM OPN6 OPENING CARRIER OFFICE/SHOP ------EXISTING UNIT. 'iN 6ALL VALVE reA OUTSIDE AIR 1/2 600 .5 ----------208/1/60 12.9 15.5 10.0 CD CONDENSATI: DRAIN "'\..3._J I --PC PLUMEllNS CONTRACTOR 5OHSOl8 BUILDIN6 C.FM CU61C. FEeT PeR MINLJ1J: PCl'I PUMPED DCl'eTIC. COLD l'IATl:R CHW5 CHILLED l'IA TER 51.!'PL l' PL6B PLIA-e!NG CHrlR CHIU.ED l'IATER RE1URN POC PCIKT OF c.oNNec.TION CL.e CEILING PRV PRESelJRE RELIEF VALVE COl+I CONNECTION OR CONN:CTOR PSI Pot.tVS PER 56lVARE INCH CSD CEIL.ING 5UPFL l' DIFFU5fR RA RE11JRN AIR cse-CEILINE> 9JPPL l' aRIU.E RAB REllRN AIR 9RILLE HEATER$ Cl'IS CONDENSER l'IATl:R 5UPFL "I' RAR. RETIJRN AIR R&SISTER UNIT CERTIFICATE OF COMPLIANCE Cl'IR. CONDEN5ER l'IATl:R REllRN REA RELIEF AIR 4> DIAMETER. REM RELIEF AIR 9RILLE 06 DR.l' EllJL6 l'!EG'D REGIJIRED I DET DETAIL RH RELATIVE H.t-llDIT"l' ' CERTIFICATE OF COMPLIANCE MECH-1 DIA DIAMETER ~o ROUeHING IN ONL l' ' ' Part 1 of 3 DL DOOR LCUVER. R.L REFRleERAHT LIGIJID ELECTRICrL I Gqlc;Ae, OFER l'ttOJECT"~E GITT' OF tee ORI BE.A.CH-IJTITLITISYNID DATU/2.3/97 DN Da-tN RPM REVOU/TION5 PER MIN/11: UNIT MANl.lf'AC~R 6.T.U. 6.T.U. CF.M. UNIT TTFE FL.A. N. WT. REHAl'!K$ .....,,.,..,, owe· DR.Al'IINS RS REFRleERANT 91X.TION NO. 4 MODEL. NO. INPUT OUTFUT V I ~!-I I !-IZ <L65! PRINCPM. DESIGNER -ME61~CM. ~ INTERNAnONAL. 1·-r14 ~Iqo iiildl11-;1 PirrnR -I (I,) EXISTINS SA SUPPL l' AIR 1-1.F. 61.E EA E»IAUST AIR SNS 5IJPl'L "I' AIR l5RILLE I ooru.etTA'OON ..I.UTHOR \I~ ~ I &3e--&Iqo ~,u.. EM EXHAl5T AIR 6RILLE SAR f>IJPPL l' AIR REelSTER z :c 0 r 0 ~ ~ " 2 0 g ~ 'ii g ~ 0 ~ " ~ ~ " ' a i C z < rn " m • • • " 8 a rn I C ~ " • !" 0 I ~ D ~ I (,~) 6RAVITY VENTED 115}1;60 WITH THERMOSTAT AND l!AR EXHAUST AIR R&SISTl:R. f>HT 5tEET REZNOR 25pQO 20,000 380 I.Cf 1/50 I/ )" 80 GENER,\L INf'ORIIA.TlON I:(; ELECTRIC.AL CONTRACTOR SM SHEET METAL F25 6AS-FIREO SUMMER/ HINTER SWITCH DATE OF Pl.AMS I BUIL.DIHG ODNDl'IIOM.O ~ MU TI4 EFF EFFIC.IENGY f>N SHEET NOTI: 8Jiu:■.a TTP£ 18] l«lNM'!llbEMTlAI. 0 lli;H IUE ltE!iEENlllJ.. D tlal'!L/l,lill!IUSTMOM ELECT ELECTRICAL 50v SHJT-oFF VAL VE "II.\!!! Ill' ClJHS'll!IICllCII D Er OON9TRU~ □ 1'1111110H 181 Al.1!11/1,Tl[l,j ENCL ENGL.05URE SP STATlc;f'R.l:SSIRE " " "" a F'RESCRll"m'E 0 l'Eflr<IRMNICE E><H E»IAl5T 11:MP Tl:Ml'ERATIRE EXIST EXISTING TS TRANSFER. l5RILLE l'R00I" o, DVD.OPE C<WUMfCE D F'REl«lllS DMLOPE l'E!Nf l8J EN'IIELCP[ cct,IPllAMQ;: ATTA(JIED FC FLEXIBLE CONNECTION TOD TOP OF DUCT ' I FD Fll<E DAMPER TOP TOP OF PIPE STATEMENT CK COIIIPLIANCE FLEX R.EXIBLE TF!B TRANSFER. 6RILLE ' 11111 Cerlllllmt o1 ~" 11111. 111, bulkln11 _,_ and .,....,._ .. ..,..,r,r..uun, n--.1 l:.:'J lriltl Ti~• .z-.1, PLR FLOOR TSP TOTAL STATIC - ' hrta 1 IYld II ar U.. lfQm),;i CollD ol ~\kwl,. 'IN$ ,wtm:,(11,t GHllff Olli)' '° t,uildi,g rr, recr,,nmtl'IIL FPM FEET PER MINlll1: TSTAT THERMOSTAT ThA -...taU!n ~ horeby certllla lhcrt lh1 dco.lJm..tatlon Ill -.um>l, ""'d ....,pi.,te. eALV eAt.VANIZED TX TOILET E»IAUST Oi>oimontatk:n AlllhllyAf.ai!.IE ~WNI SQ:lllhn I Dffl_,4.J23/g7 ec; eENER.AL. COHTR.Ac.TOR T"l'P TYPICAL I TIM ~ t.lfflMIIIIDGI 0..11.., hinot o.rlfTIIN 1Mt ,U,,o ~ ~UJdln\l --~ l'lf!l.,_..ttcl I'\ tlllta Nl 01 ctlO'lttrullticti eF et.1'155 l"tel!R UC UHDl!RCUT I doo:cunenb r, ecmilttflt WM t11• o_. ~Die. fMII• or,d .......,_i.. "'1tl Iii~ ~ -di> ..,, 11hr ePM eAu.OHS PER MINIITE IMO l.tlLESS N01J:D OTHeRHl!!E Mlmml.,,_ aibmilbod 11it11 ~-parmll -.ipllcallDrl,. TI,e. ptOi:1-,I ""Je.11 11<11 Nm dNlojnld U> mast tt,,. mlNlh..,faal I r.ciulreml!lnts oontcfflld k'I -110"" 110 throuQII 110. 120 araugh IM, 1«l tlm,ug• , .. 2, 1++ Qnil 1-IG. eR 9RIL.L.E,eR.ADE OR eR0UND UTR. IJ'TI-IRl!R.OOF EX~AUST ' Pl-c!No:k Hf: H' tlORSEPOl'ER V VOLT FANS ' 0 I Ml'W)' affirm ttm I am <111gil>I• undor lh• pruvi,11111111 <If DMdor, 3 "' ill• Bu■ti-end ;>ro/aalon1 C-ll> 1111111 WI H1R H:ATl:R VAY VAAIA6LE AIR VOLUME d,oam!Nll GS lh• ...,--, ..... <nlll,I. 11,r lta ~ and th..t I an, II d"1 1111!1:t-", m.chon\ml -,gin-, o,r .-dillad Hl'E> HOT l'IA 11:R 5UPFL "I' VD VOLUME DAMPER ' □ I Qffrm thot I -om lll!Qlbho under lht ~ ti> DMllon 3 ~ 1ho su111ri .. ani:I l'ro/Hlione eoi:le-~)' Seotkin H-3•7,:!: -,I -HOT l'IA TER l<E11JRN l,f'D VARIABU: FREQJENC"l' DRIVE h eu.i-..,ct ~• Coo:le to 1lgn tN, odocu'nllrl °' thl, ~ ....,,,.,bit tor 1h ~loni: aMI lhGt I ...,,, a INSIDE DIAMETl:R ""' VENT RISER I ' 1....:1 O<llllriod:o, pr.,.tna NCll111o,it1 for WOiie th..t I ho.,. oll!ITOoled "' parf<,rm. ID I ELECTRICAL 0 I Gfllm ltMt I 011'1 tllQIIII• un4tf trlt mimpt)on W DI\Adon 3 of 11M IIU.,_ mil l"n>lflllofte Codi ~)' 5ectiCln_ IN INCH OR INCHES VTA VEKT TO ATM()5f'I-IEl<E OFER ,:ii !tit t<, lllgn -!loanlS\t a1 tho .,._, ~• .... r. lb IN\/ INVERT VTR. VENTTl«LIR.OOF UNIT MANUFAC TIJRER S.P. FAN p,aparcrtbn: anti for th• falli>wng .--on: LOCATION SERVICE Tl'PE ' C.F.M. (IN.) VOL~A6E HT. REMARKS Kl'I l<ll.OJ;,ATT w l'IITH NO. 4 MODEL NO. R.P.M. H.P (L.BS.) Plt!HCIPAI. lilECtt.lHICM. DE33IO -N-'1£ I SIQtV,lURE IUC, H<1. I .. ,. L ~li'ED DIJCT (DIM.ARE ID) 1'16 l'IA 11:R eMJee ' V. I FjH. / HZ RlvHAAD c;., HOLZER M-Zl'l'fl 4-z,..,n LD LINe:AR. DIFl'\.eER WO l'IITHOVT I LP LIN!:ARFEET WT J«IEle;tfT ® 6REENHECK BLD6 648 CEILING 115/1/60 PROVIDE WITH ROOF CAP. .iEOHANICAL t.lANOATMY MEASURES CEILING 100 .25 Cf50 e,a 10 INTERLOCK V'IITH Ll<SHTS, SEE ELECT. PLANS M-1 SPl TOILET FAN ' HATl[S h~1-~(111c,r, OIi ~--of ~ l!lod< for Moa!l<ltory _,_ SYMBOLS 4 ' ' (~) 6REENHECK 6ARA6E ROOF I PROVIDE WITH CURB AND BDD. ltilSTRUCTION TO APPLICANT ROOF 1010 .25 1000 115/ /60 1/4 60 6B 120 BLD6. 2 VENT. r ... dM ______ ... _<NolEn«alr[fflDlmoy_...,,.._,crmLpl_,,.,..-ti,th11D ......... tllil ~ SUPPLY DUCT l-f' ...., •~ tho CGlbnla t.w., c.mmW>n. lilECff.-.1: o,,,po,..forctl.....,,ltCol., P«b~l:3,..~N~h-•..,,plano. ® 6REENHEC.K BLD66 ROOF ' PROVIDE WITH CURB AND BDD. :: :m"7E';J", 1'.;t:Wr.!" .. t:::ltlrlot4 -.... t:a,g M ........i ef --I .,..,.~...,.._ 0 SUPPL"l' DUCT DOi'tl 6B1O ROOF TOILET/ VENT. 300 .25 1000 115/1 bO 1/4 60 INTERLOCK WITH LIGHTS, SEE ELECT. PLANS [::sl I EXHAUST DUCT UP SHOWER ' I C3J EXHAUST DUCT DOJ+I ' I ' I IS] i MECHANICAL MANDATORY MEASURES l<ETIJRN DUCT IJP I I C:J l<ETIJRN DUCT DOJ+I ELHCTRIC HEATEfrs Equlpme-nt and ~etem5 Efficienc.~ f 12X:4(~) f INDIGATl:S I2'X4" DUCT CONVEY:, 200 CFM □ Any applk:mce. for y,,1hfc.h there 1~ a California 5tandard estobl15hed ln the Dlllllld Appliance Efficiency 5tandards may be Installed only If the manvfadcrer FLEXIBLE CONNEC.TION vqLTA6E has certlffed to the Gommlaslon1 as specified rn thosB rellatlons, that MANUFAGTIJRER ELECT B.TJJ. the appliance compiles "'Ith the appllcat>le standard for at qopllance. f Iii 1£1 t DUCT OFF5ET IN DIRECTION OF AIR.PLOl'I UNIT C.F.M. UNIT Tl'FE FLA. HRE REMARKS NO. 4 MODEL NO. KW OUTPUT I □ The spau, conditioning ~ulpment may l:>e Installed only If the f r + V/iPH/HZ SZE manufac-turer hcis c.ertlfl that the equipment meets or exc.eeds cill VOLUME DAMPER I arg,11cable efflclency requirements ltsted In 112 of the Energy Efficiency IEH\ ' f ;FD + QMARK ' S andards. FIRE DAMPER 6824 100 CE11LIN6 MOUNTED 9.6 20/f,/ I I 60 1411,,16 PROVIDE HEATIN6 THERMOSTAT. \ I I EEF-2008 2 I ' Air handling duct sy5tem5 &hall be c.onstruc.ted, lnstcille-d, se-c:ale:d, ancl ' □ ' ln5ulcited as. provided In Chapter 10 of the Uniform Mechank:.al Code. f IcSF + c.oM61NATION SMOKE FIRE DAMPER i Controls ~ C.EILINE! 5UPPL Y DlffiJSER. GENERAL NOTES I ' D Eac.h e,pac..e condrtlonln~ sye.tem shall be. IMtalled with an automatic trme [SI GEILINB R.ETIJRN RESISTER ' i s"'ttch ..,,th an acceeslb e manual override that alloHs operation of the -. I syetem during off-hOUl"s for up to Four hour!::>. The time sHltch shall be ~ CEILING EXHAUST tafelSTER capable of programming different schedules for Heek.clays and 1,,-.1eekends; SIDE l'IALL REelSTl:R I. AL~ HORK AND MATERIALS TO BE IN ACCORDANCE HITH THI: GENERAL CONDITIONS OF ifHE CONTRACT. lnc.orpor-ate ai automatic hol1da~ •shut-off11 featur~ that l:ur-ns off all - ALL HOR.I< SHALL BE IN ACCORDANCE HITH APPLICABLE LOCAL, STATE AND FEDERA~ !:-oDES, LAV<IS AND loads for at least 24 hours, then rescmes the normally e;oheclJled f. ~ ACOUSTICAL DUCT ~INER DUCT DIMEN51ON IS I.D. 2. operaUon; and hoe, proc:;ir·am OOc.kuft capCVIHtles that pre.vent the loe~ of /SEE PLAHS FOR lHICl<Nl:55) REBULATIONS. t.h.~ devic..e's program and time se ting for at least 10 hours lf poHe-r ls f l f interrupted. MOTORIZED DAM"ER 3. CONTRACTORS SHALL VISIT SITE AND BE RJLL l' CDeNIZANT OF ALL CONDITIONS PRIOR; TO SU6MITTINe PROPO:oAL. 4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL R.EGIVIR.ED FEES, PERMITS AND INSPEC1TIONS. D Eac.h space c.ondltroning zone shall be controlled by an lndlvldvol f u,~ + 5MOKE DETECTOR thermoe.totlc control that respond~ to temperal:ure Hlthln the zone. Hhere 5. INSTALL ALL DUCTWORK TO BEST SUIT FIELD CONDITIONS AND COORDINATE HITH THE IN:oTALLATION HORK OF used to control hecit1n~1 the c.ontrol shall be acijustable dol,-ln to 55 )314' UNDERGUT HllH SLOT SIZE OTHER TRADES. THI: DRAHINeS ARE DIA6RAMMATIC. AND SHALL NOT BE SCALED TO OETERMINE EXACT LOCATION degrees F or 101--ter. or c.oollng, the control shall be adjustable vp to "C ' 85 degrees F or higher. Hhe-re used to control both heatln~ and c.oollng, B OF DUG TWORI<. the control e,holl be-copcble of providing c:i dead band of a lea:i-t 57F ~L J:i!.3., DOOR LOWER HITH 6ROSS SGUAR.E FEET 6. ALL DIJGTHORI< AND EQUIPMENT SHALL BE SUPPORTED AND BRACED IN ACCORDANCE HITH THE STATE v-.1lthrn which the suppl~ or heatrng and coollng Is ~hut off or re:duc.ed to LDI J 1'~12'"" ~INEAR DIFRISER NOTATION Cl mlnlm1,1m. ~ APX. LENelH, 12 FT. BUILDING CODE. 5LOT l'IIDTH, I IN. DUCTHORK SHALL BE CLEANED OF ALL FOREIGN MATERIAL AND ROUeH SPOTS PRIOR TO BEING PLACED IN SERVICE D Thermqstats shall have numeric. setpolnts In degrees F. No. OF 51.0TS, 2 1. LINEAR DIF'Rl5ER AND BEFORE OPERATIONAL TESTS ARE PERFORMED. □ Thermostats shall have adJvstaole setpolnt stops a~~e,ss!?le onli to 5HEET 11:TAL Pl.EIIJM l'lllH 112' LININB e,, COORDINATE LOCATIONS OF CEILING DIFFUSERS AND GRILLES l'IITH ARCHITEGTIJRAL Rey'LECcfD GEILIN6 cwthorlzeci personnel. 0i 1HERl"05TAT HITH ZONE OR UNIT No. PLAN. u \; z l: 0 Ei " • Cl ~! ~ 0 d ~ D " u • m 0 i • ~ ~ ~ ~ a ~ ;:: z ~ • D • ~ 8 'jj ~ C ~ " • z !" n l> C " 0 " z ► I ~ ~ l: 0 r ~ I ,! (1 ljj 0 D □ ~ m ~ D D !l' 3 • z " C z ~ ;:: "' ~- m D ~ 0 ~ ~ m i > D z " ~ ~ ~ ~ D z 5 q_ CONTRACTOR SHALL RETAIN INDEPENDENT TESTING AGENCT FOR TESTING AND BALAN~ING AIR S"l'STEKS. BALANCE Ventilation @ HMDISTAT AIR FLOH AT ALL OPENINBS TO AIR QUANTITIES INDICATED. AGENCY SHALL BE A MEMBER OF AAF½. SU6MIT FINAL BALANCE REPORT FOR REVIEH. 1 □ 6ravltlj or automatic dampers lnte,rloc.ked and closed on fan shutdoi,,.in shall ~ POIKT OF cotl<ECTION ' be provlded on the outelde air Intake!! cmd dlec..har9e:i of all epace @ 10, DURING ENTIRE CONSTRUCTION PERIOD, THI: CONTRACTOR SHALL MAINTAIN ADEGIVATE AIRE EXTIN6UISHER.S READY c.ondftlonrng and axhavst s~5tems. DETAI~ I, DR.At-111'15 M-1 FOR USE IN GASE OF FIRE. ' D Al I gravity ventllatlng sy5tems 5hal I be provided Hlth c:1utomat1c. or @ 11. PROTECTION OF PU6LIG, THE CONTRACTOR. SHALL PROTECT THE PIJ6LIG FROM INJURY DUR.ING PR06RESS OF THE readily ac.c.esslble manvally operated clompers In all openrngs to the 5ECTION A, DR.AHING M-1 HORK BY POSTIN6 HARNIN6 516N:o, 6UARD ~leHTS AND BARRICADES. outside, exc.ept for c.orrbustlon air openings. 12. COORDINATE A~~ HORI< WITH ARCHITECTIJRAL, aEGTRICAL AND STRUGTIJRAL DRAl'IINE$. INSTALL ALL HORI< TO □ Air Balancrng1 All space, c..ondrt1onrng end vent1latlon systems shall be 5UF'A..Y DIPFU9ER ~~SGUARE NECI< :olZE, IN CLEAR NEl'I AND EXISTIN6 ARGHITEGTIJRAL AND STRUGTIJRAL MEMBERS. NO ITEM SUCH A:> PIPE, DUCT, ETC. TO BE balcinc.ecl to the qucintllres spec::.lfled ln these plais., In ac.c.ordcinc.e Hlth V--AIR GIJANTITl', c;PM IN CONTACT HITH ANY EQUIPMENT. the Nat:lonal Environmental BCJlanc.1n9 Bt..recu (NEBB) Proc..edural Standards SUBCONTRAC~OR. SHALL BE RESPONSIBLE (lqe,3), or Associated Air Balance Council (AABC) National Standards RETIJRN RESISTER. ~~SQUARE FI\C,E SIZE, IN 13. COORDINATE ALL GUTTING AND PATCHING HITH GENERA~ CONTRACTOR. (l~e,t,), V--AIR. GIJANTITl', C.FM FOR ALL Gl!TTING AND PA TGHIN6 FOR HIS HORI<. i I NEH DUC Tl'IOR.K 14. OBTAIN HRITTEN PERMISSION OP ARCHITECT BEFORE PROGEEDINe HITH AN'!' GUTTINe Of PATCHIN6 OF STRUCTURAL SYSTEM:>. IN:oTALL ALL DIJCTHORK AS Hl6H AS POSSIBLE. i ' 15. FURNISH AND INSTALL MATERIALS, EQUIPMENT AND LAOOR AS SHOHN AND AS NECESSA~Y FOR COMPLETE I ·' I I I l'IORl<ABLE SYSTEMS. ' i 16. BUARANTEE ALL HORK AND MATERIALS FOR ONE YEAR FROM DATE OF FINAL ACCEPTtNCE. ' 11. RESTORE ALL DAMABE RESULTING FROM YOUR HORK AND LEAVE PREMISES IN CLEAN q;oNDITION v-lHE:N FINISHED HITH HORK. ' 18. INSTALL VOLUME DAMPERS Y<1-1ERE REQUIRED FOR PROPER OPERATION, C-3004-00 1q, PROVIDE THO SETS OF "A:,-BUILT" DRAWINBS AND TWO BOUND SETS OF ALL OPERATIONS MANUAL:>, DIAGRAMS, SERVICE GONTRAGTS, BUARANTEES, ETC., TO THE ONNER. APPROVED UTILITIES YARD SITE & BLLDINGS };), 20. SUBMIT (6) SETS OF SUBMITTAL DATA FOR APPROVAL FOR ALL MATERIAL AND EQUIPN!ENT. ~GLUMAC •...-t. ) IMPROVEtlENT -PHASE II . 21. INSTALL ALL DIJGTHORI< TO AVOID ARGHITECTIJRAL FRAMINB, STIWGTIJRAL MEMBERS, f'\ND OTHl:R uyi-111ES ~EEe· FLC.E. N0.46214 OBSTRUCTIONS. INTEiNATIONAL MECHANICAL LEAD StEET CONSULTING ENCltlEERS INSTALL ALL DUGTS CONCEALED IN THE DROPPED CEILING UNLESS OTHl:RHISE INDIGAT~D. 60 CORPORAlE PARK SUllE 100 / IRVl'IE CA 92714 s-s-cc-, 22. TEL 714-833-8190 FAX 714-833-0252 DATE ' PORlLANO SACRA!i.lENTO SEAffiE SAN FRANSCICO MADRID DESIGNED DRAWN M-1 MECHANICN. ELECTRICAL ACOUSTICAL ENERGY m.ECOMMUNICATIONS DATE BY DESCRIPTION APP'D CITY OF NEWPORT BEACH W-5257-S ' ' u \; ~ z :c 0 ~ r 0 " D 0 ~ B 0 ~ E D D □ ~ • m il D ! V, ~ ~ ' i C z ;:: ~ ~ D fil □ ~ ~ " I!! D ·'" ll C I " -__s; I JOB NO. 96-187 CONTACT REVISIONS C DATE PUBLIC WORKS DEPARTMENT I APRIi. 25.1997 SHEET 44 OF 65 /'. ·' ' ' . ' ' " " ,. ·."II" _,, 1· ~-.,. ,. _., ¢' __ , -;•,,,~•-~·~:;':/r;·•: .. ~ .... ,:. t'.'.:~?;[thi;,,;.\ ·, i!--11 ' /"\ / --J \ 11_ \'/---=-----11 ._..,_ 'C -- ' .-\ i \ \ \ v·/ \ \ ----------==-·=··· ==== . . ~ - \ \ ,, \ ' \ ' -~~ ~ I'~~ C ~~ --1, ,, I ---• --\· \\\ ' ~-- \ ' ' ' -~ ---------i ' i r---.. -. -------- 8 11¢1~ 'i I' I, 1·· _______ r_-~,~::r---~ :=--:-_:~-.: ~ ~ -=-=-~~I-~-~-L_ -- ·1-11 I 1:--, , LJ ---------\ \ ' r= r, n ~ ·.._;'~' -~,,~---==' ·< -, \\ ,, ,_ -- 1 , , r~~[2} -"------------~ /, .. -\ )\ c \ ,1 1' -,c,---1 I -~ / ' ' ' ' " ' " " ' •, '. \ '\ ~ C• H -11 "· 111 ,, i • , • \\ '-' lJ ,-, ,, I• ·I , >-;:--\-, , '--; • ,,, , 1 1 1 1: 1 i / /' ' ' ' ' -lJ-" ,, -I __. \ • ,-0.t '~) 11 1, 111 L-- ' ' L ___ J I ,7,-,-,,-f:-' ·-r I • c~~----------- £BDD ', ----·------ ,, ' , \ '"'---i ', - •"• ' ' I ' Lj_! I LI; , .L<-~-_ (,_ 11 .:, • .,,,. '-· j__ r-tr>@ REMOVE (E)HTR ---- AND RELATED ACCESSORIES ; ' ' ' I L_ ___ _ ~-< A ~-'" I IR DUCT UTR'.•) 4 "<1> FLUE UP j! ,-, /, \ \ ✓---'> -= i"I I -~· - \ ~F eJ-•, \ \ ,,.,,-/"' _ --"'✓--~ ,__ j! !, 00 I , \ ' ,,. ✓ ' , , , I ' -..,--,,-✓ _,-,v' """"""' -c\-\ ~-_ ,-<!lo"-1 ' L__i -\ ' ,/ -\ \ ,,,..-/----~/'" \ \ ,-•' , ~-,._..; ~/ .... [-'' r/ ---1. ~ ' t / --1~1 --C_~-: ,_; N;,,, ·..,: r1r 1di1 loll ,, I _x Ii 7':+ ---\ 10"4>-;:-:i::-:_ ~ 11 -~c-:i • ,.... -__ L ~re ·-----V. ,_ -·-----,-=L --·· (ON ROOF) l6'1xlO"(L) S.A 4 UP THRIJ ROOF '• ' _/ R.A 1 I -~> '••·1 . ---·-·•1: ' i,j I ., t..__,,Ji 1 I! L ,, ---}! - - EH-I ~-L ____ _<l)I -----------12Xl2 INTAKE AIR DUCT UTR, AND DN TO GRILLE. \ ,,,· .r'"/ \ \, ................... ,......, .,... •• - \ \ ,, . ./ \ ·,; \ \ \ \ ' \ ' \ " I / ' · <'.--, />· 1: ~ "\ ', L !,,. U~ie~ K ,.,,--~-G-1 ~--( li' -11 ,-K Ali 1111 :~11 i!-1--~j ;;;:.=± :~t-, I I I'° I' I •• II I I i~==,,,-~J i I '--==E::--1' I ' 'I 1,-=----7 r ··1 I I ' -•---7 .r . !i Ii I !'i 'I' 1 ,! !!I L_) I ' I I I ' I . -11 :r--c: 1 I ""'1, I I • \ \ \\\, ,--·1 c :_ ,-,~ l·-, __ I ' l_ .. .., -· ,···1 ,..') :._:: l) . __ _) @ s,\ !i II I ' ii ! \ \ - 1 ,, ,v .....,j ii .i r LJ· LJ, !I \' I ,-,, 'I ' !l',.---.1 'd • \ : i !: l I I i ' \ \ 'l ' 'i 'I I i I i \ \ I J i, ! L __ ---------------__________ ---1..J_______ ------·------------------1 \\~ ·-~~----~--8-------------------~ \ ' / / \ I. // .,,.,,., ldO ' \ ,,, .,. u \ ' _____ .,. ,..- \ \ ,..,-,,_.,, 7F-r-·T-"'I \ \_,-.,..,.,.~ __ ,,./ ! __ : r 1 l __ t .. c",,,>··· ,,. _,,,.. L. r· I !! /' .----,,-,-U , ; Lt . . ..,,/·· ,...,,,..--,.. -LJ.-----..., 8 150, (WOBD) I 11 :1 I ----~r/ i I _1ox10 EXHAUST ~----·-----·------------------- Ir---·-·--·-------·- PLAN NOTE: ill'll:::J 1 !1 f'--=-i I~ 8"4> .[__ _____ ·--::_-=-~-L IK~ c·- 1 ~-' I _, I, -_, + I ' 11 ,/ ~-,___ ------' "'--' .. J_ _ _j __ -----------\---I __ _ ----------j e,114' 0 ELECTRICAL HEATER EH-I CAPACITY IS< 10% OF TOTAL BUILDING HEATIN'3 GAPAGl1Y, AIR DUCT UTR. ~ / /' -,./ HVAC PLAN BLDG. 6 / \, \ .,,_, _____ ·---_______ ,, __ .,______ -------·-\ _______ . \ \ \ \ \ \ ______________ ., \ \ \, \ ·-·- EF-2 ON/OFF 5v-llTGH 1· I I i* i SC-ALE = 1/411=1'-011 -----· --··------·-·--------------~--~ -------- - -------------· ---:~ ---l ___ ] ·-----. ., ---., __________ -----·--''' ------------·-·-·-·----·7 [:~ -~-:r·~~=---~--~-... ,~ 12"xl2" EA OIJC,T UP THRlJ ROOF 4 DN. TO GRILLE I ' l \ ~ ' '~~ ' I ' I I I r __ 9(,:0) I ill ~ ' ·-·---~, (,:o)I l' iLI } IC>_'.! ,_ --~---,.J_..--- 8" // I_ ~ \@ 8'"4' I_ /7r'O'<I> I -1, @ IFII °4"1' ---,11 ' -----=···----dJ IO"<l>i i.b--..... i ,,..,--!E! S.A 4 R.A DUG T -UP THRIJ ROOF @ N \ \_ b!JH-2! 0®2 w ' , -1--------_J = . --------- .,Q,/ ~ ' I I L . .,_._, J i ---I I (E) AG-UNIT ON ROOF, NOMINAL I 1/2 TON !==-l 11/ UNIT. REBALANCE FOR NEl,I AIR QUANTITIES ____ ... ___ -, ~ NOTED. PROVIDE NEv-1 FILTERS. ,.,..,,/ ✓-----· ·,:7 -~---, - - r ' " ~l I J, / ----------~-J L -----"------, .I _/ c__~ __ _J_ -~ ------i ----' \ i-1 -I '1 -I I \ •1 UH I \ ' I ---1: -- --" 1 ' ' ~ ______ ,_ \ I ' -----\ ----'\ ___ ll r:_----~ -:: - 4 ,4> ;LUE UP ~- I .~ I I I , L __ JJ ,o• ~~~-i-i @v ~----,J-,i r--- , --·,-±·--' ,. ---·--1 ~ ' -_-_:::: ~:: ::-=.J:t------- ' I I ---·-----:J __ _j J __ .J _______ _ -------:-::_ _ _1 ' OOF r -••• ----L... -THRIJ R \ \ \ : / j _,✓/ HVAC PLAN BLDG. 2 SCALE : 1/4"=1'-0" DEMOLITION NOTE, REMOVE ALL EXISTINe DUGTl-'-IORK BACK TO 5.A. 4 RA, DUCT DROPS. REMOVE AND RELOCATE EXISTINe THERMOSTAT. REMOVE ALL EXISTING SIJPA_ Y AND RETURN GRILLES. C-3004-DD APPROvED GLUMAC UTILITES YARD SITE & BUILDINGS IMPROVEMENT ,.. PHASE II e CCNSULTING ENGINEERS 60 COOPOAATe: PARK SllllE 100 / IRI/INE CA 92714 TD. 714-833-8190 FAX 714-83.3-0252 INT£RNATIONAL UTIY"ES ~R FLC.E. N0.46214, . HVAC FLOOR PLAN DATE S-5-611 """" _,,;;_. -~-PORTLAND SACRAMENTO SEAffiE SAN FRANSCICO MADRIO li![CHANICAL ELECTRICAL AC<lUSTICAL [NE~GY Te:LECOIMJNICJ\TION~ Al>N CITY OF NEWPORT BEACH t.1-2 DAlE I BY I DESCR1PnON APP'D W--5257-5 .J:e NO. 96-187 CONTACT H CK DA REVISIONS APRIL 25, 1997 PUBLIC WORKS DEPARTMENT SHEET 45 OF 65 ,, ~ a r 0 D 0 cS "' □ 'f, g :D ~ ~ 23 ,., :0 ;n :is (I] :t> ~:. ~ a ~ ~ 2 !a (I] -~ IJ:I • s 0 = '-' :0 ~ !::! :$ • D Z r C i ~ ~ ~ , ~ O D ~ D • 0 D D ~ ~ z 0 C Z a < ~ . ;1 ~ i ' C ~ ! ~ D ~- □ I z G) z C :s:: [ll g:J \}~ .,/ □ :IJ ~ z G) z C :s:: [ll s:J ~L ____ _ I ii ~ ' D 5 ~ 8 ! ~ ~ D D ; ~ ~ ffi ~ ~ • 0 " -c:I ~, ;n " > < :0 ~ ~ I t: □ :IJ ~ z GJ z C :s:: [ll g:J I VI ,-J "' " I "' ~-___J I ,) ~,--- -c: z R ~ ~ ~ !1l ~ "' 0 "TJ (': ~ □ ~ (I] ~ "', ; ::! ~ ~ ~ -. i ! '" ...., - C • ~ "" :0 _Fil ' v ,.,.,,;,,; ~ ~ ~ §l ..... ~ Ill -z G) z C :s:: [ll s:J GLUMAC ll~TERNATIONA.L CONSUL llN~ fNGt£ERS 6D f.ORPQRATE PARI-: SIJITf 100 / IRVINE CA 92714 TEL 714-833-819/J FAX 714-833-0252 PORnAND SACRAMENTO 3EAT1LE SAN FRANSCICO MADRID .tEGHANICAL HF:CTRICM_ AC.Oll':l7CAL [tj[RGY TELE:OlllJUNICATIONS JOB NO. 96187x2 CONTACT 1111■-•'-I_I_I_I_I_ --- ;/ (1~0) t(-' K A (TYP 2) zy1 ,, .... <t>• • --,·-·c. 6"<P ' ""l7~7f-LI..J:1=2!71L ~ • \_ f--y I JI!' ---. ·. ~. •.• ' ~-• ---.___ 8 114> .. ¾ 1 . I "'-----8114' 6114> ·--...._ (1~0) r 4"<1> FLUE UP / THRU ROOF. rlO"<P 0~ 1------10 "<P r;· ' f-mtl~(z;] . -~ J Ox8 250 CFM ~- f 10"4' f ~ .I REMOVE ·T (E) SA DUCT "' I (E) RA GRILLE f 250CFM-* * I ~·x--- • I f ,-~}=----L- AC~2(J) 1211<1' 1 L . ;t;; '-.!..f-/i· r, .. ?l/1-I · s-Ale .J I " I I t C I >(2' '---' ~ --:{_:,] 1 6"<1> EXHAUST • I ' ___ 1 ____ J DUCT UTR • ~0 ~. U.G.1 t PLAN NOTES <1\ EXISTIN<S I 1/2 TON ROOFTOP HE,',T PUMP/EXIST UNIT -~ OPERATING HITH COOLIN<S ONLY) PROVIDE ALL NECESSARY COMPONENTS FOR HEAT PUMP OPERATION. /~2\. CONNECT TO EXISTIN6 SUPPLY AND RETURN \ ' ,_,, VERIFY CONFl6lJRATION AND EXACT LOCATION AT THE SITE. ® PROVIDE NEV'! HEAT PUMP THERMOSTAT, HIRING AND ALL COMPONENTS REQUIRED FOR OPERATION OF HEAT PUMP. HV.AC FLOOR PLJ\N -OFF I CE/SHOP 1/4"=11-0 11 12 11¢> ~ 8"4> -,!l!M[J APPROVED DATE 5-s-"1, DESIGNED DRAWN DATE I BY I DESCRIPTION I APP'D I LV DP REVISIONS DATE CHECKED LV APRIL 25.1997 /TYP ·-·o) @ N C-3004-0D UTILITIES YARD SITE AND BUILDING IMPROVEMENT -PHASE II HVAC FLOOR PLAN - OFFICE/SHOP PLAN CITY OF NEWPORT BEACH I W-5257-S ] M-3 PUBLIC WORKS DEPARTMENT SHEET 46 OF 65 " r p z I 0 r 0 " n ~ 0 a TI ~ TI 0 " TI 0 '\ < , 6 C z < ~ " . 0 " TI rn > < " " m n p C ~ □ TI ~ p TI £ I 2 ~ Q 5 " n ~ Q ~ ~ • Q a TI ~ ~ z Q C Z < w '" . " ~ ~ " z /TI n p ~ TI 7 " ? z T n I 0 " n ~ D a TI 0 TI m O ; ~ z .5 ~ z rn ~ . 0 ' -rn TI p < " " .m n p ~ I 0 TI z " ' ~ ~ Q 5 " n rn 0 Q " TI 0 ~ rn 0 " TI m ' ~ z 0 r < z R " . 0 _, , ~ ; z _m ~ r ~ ~ 0 JJ ~ z G) z C s:: DJ m JJ 0 JJ ~ z G) z C $'. (JJ m JJ ~ 0 JJ ~ z G) z C s:: m m JJ --c:: ~~ f',. ~►- V, -z G) z C s:: m m JJ I VI ,., VI ..., I v-, BIRDSCREEN ~ ~--ROOF CAP ~FLASH AND SEAL ROOF ~~rrl"~===l ROOF-_; .c...,.. r, ,,-EXHAUST DUCT / SEE PLAN FOR SIZE FLEX. --• DUG T ----sc----=:-:rrt:77,:0 '7''7:l EXHAUST FAN CONN. I , CEILIN6 J r////// _s EXHAUST 6RILLE CEILING EXHAUST FAN SCALE NONE 5 r"<_,,-2-POSITION FRESH AIR / HOOD v!ITH SPRIN6 RETURN DAMPER. w ,!; CONDENSATE DRAIN 4 1/GAS PIPING AND 14"H. FACTORY Ravi---_ H TRAP, SEE PLB6. Dvl<SS. =~TH==~~~~~~~~---~~~~~TJ ~= FLASHING ~ COUNTER-'-ROOFING 4 FLASHIN6. 1: \1 1 '<\ r STRUCTURE p========~cLI/ I! \\ /i \ I I I I I /- TRANSITION DUCTS AS i REQUIRED /TYP.) /JL-.Ji.-c-::::1 ~' __ fL _ _ll. SUPPLY 4 RETURN AIR DUCTS WITH SOUND INSULATION, SEE FLOOR PLAN FOR SIZES NOTES, I. COORDINATE EXACT LOCATION AND FRAMIN6 OF ROOF OPENIN6 v!ITH 6ENERAL CONTRACTOR. AC-UNIT DETAIL 126A. HIRE-..._ TO STRUCTURE , (TYP.) @ 4" NIDE-------- SHEET STRAP ~-ACOUSTICAL FLEX. DUCT ~ VOLUME DAMPER \S.M. DUCT ' (i ) SQUARE TO-~ ROUND ADAPTER 1---------< STEEL LOCKING '\._ ~~~~~ STRAP -l===~l1aa!=="'7'"====='~=~===af- C,SD--_,/ CEILING CEILING DIFFUSER GLUMAC INTERNATIONAL CONSUL 7NG ENGINEERS 60 C:ORPORAIT PA.RK SUITE 100 / IRVINE CA 92714 T~L 714-833-8190 FA.X 714-833-0252 PORTLAND SACRAMEN~O SEATTLE SAN FRA.NSCICC '\4A)RID t~:;:CHI\NICAL ELECTRICAL ACOLSTICAL ENERGY TELECOl.111UNICATIC(IIS JOB NO. 96-187 CONT1\C- SCALE NONE SCALE NONE 1 4 U.L. APPROVED VENT CAP ~--STORM COLLAR ROOF--~ ' [ ,,___,_/ -U.L APPRO ' ,~:, • -,-,~ ~ r ~ \~ \ _____. ~ \ 18 eA. METAL SLEE~ v!ITH I" CLEARANCE I -------- UL APPROVED Bl!CKET _ _,,,, V---- 1/8" AIRCRAFT CABLE(4 DIR'S.) SECURE HIRE TO STRUCTURE ABOVE. UNIT HEATER -- 45° '--. ,r ! - U.L. APPROVED TYPE 'B' DOUBLE HALL FLUE SEE PLAN FOR SIZE. 3/8"<!> THREADED HANeER ROD FASTEN TO ROOF FRAMIN6 ASSEMBLY, COORDINATE EXACT LOCATION v!ITH 6EN. CONTR . (TYP. FOR 4) I-' Ir:.. '..:J ~FAN DIRECTIONAL ___... LOWERS ~ I I ~ 1/2" 6AS CONNECTION SEE PLUMBINe PLANS L 10"-0" AFF UNIT HEATER MOUNTING f EXHAUST FAN-~ \ ~ ...--,,-----FLANGE DUCT OVER TOP OF CURB HI 1/4" FOAM RUBBER 6ASKET 1/4"HIREMES~-m----------0 ~-:~~::RPPF BIRDSCREEN CURB HI I" NAILER SECURE FAN TO CURB WITH #10 LAe SCREWS (MIN. 2 PER SIDE) AND CANT. STRIP ~ROOF ~*/ / / <11 " t -+- FLEXIBLE DUCT BACKDRAFT DAMPER CONNECTION J\ SECURE FRAME TO DUCT PER DAMPER MFR. ROOF EXHAUST FAN SCALE NONE 2 I SCALE NONE 3 C-3004-DD APPROVED I UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II N0.462141 MECHANICAL DETAILS DATE ~-~-"11 DESIGNED DRAWN CITY OF NEWPORT BEACH W-5257-S M-4 DATE I BY I DESCRIPTION I APP'D REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT ~PRIL 25.1997 SHEET 47 OF 65 ~ z I 0 r D TI □ ~ 0 TI TI □ TI m D ~ ~ z a i z ~ . ~ :0 " -<; TI Z m ~ ~ f p 0 ~ ~ z G) z C s: [D m :0 a,-- ~ z 5 TI 0 8 0 ~ ~ ,n 0 TI ~ ~ ~ z D i z ~ . C IT ~ ~ z m n ~ 0 D ~ TI ~ z I 0 C □ TI □ rn D § TI □ " rn 0 TI 0 ~ ~ z o ~ z m ~ . 0 ' -> TI p < TI z .m □ p r ~ □ ~ z ~ u ~ z I D 5 " 8 ~ D ~ u ; ! z D ~ z w ~ . 0 " -" ~ " < " z m n ~ D 0 :0 ~ z G) z C s: [D m :0 ~-----~ ~ CJ :u )> <' ~: -, "-· Gl -, ,:_. C: $: Ill rrl II ~ ~~ " ~ VJ -z GJ z C s: [D m :0 I "' .... \n ,J I "' A ABV NG AFF AP ARGH BEL BEY BLDS BOP BTM BV GD GFH GL<5 GONN GH -DB DTL DIA DN DH& (E) ELEG EXH EXIST FLR <5G <5PM SR HW HWR IN INV KH 0 @ ® 0 ® 0 @ ® 0 ® @ A88REVIA TIONS AIR MA MEDIGAL AIR ABOVE MAX MAXIMUM AIR GONDITIONINS MBH THOUSAND BTU PER HOUR ABOVE FINISHED FLOOR MG MEGHANIGAL GONTRAGTOR AGGE55 PANEL MEGH MEGHAN I GAL ARGHITEGTURAL MFR MANUFACTURER BELOH MTD MOUNTED BEYOND (N) NEH EUILDINS NIA NOT APPLICABLE BGTTOM OF PIPE NIG NOT IN GONTRAGT BOTTOM NO. OR# NUMBER BALL VALVE NTS NOT TO SGALE CONDENSATE DRAIN PG PLUMBINS GONTRAGTOR GUBIG FEET PER HOUR PLB<5 PLUMBIN<5 GEILIN<5 POG POINT OF GONNEGTION GONNEGTION OR GONNEGT PRY PRESSURE RELIEF VALVE NOTES, GOLD WATER PSI DIAMETER REQ'D DRY BULB RIO DETAIL RPM DIAMETER SHT DOHN sov DRAHIN<5 TEMP EXISTIN<5 TOP TSP ELEGTRIGAL G~) EXHAUST EXISTINS V FLOOR VAG <5ENERAL GONTRAGTOR VD <5ALLONS PER MINUTE VR GRADE OR <SROUND VTR HOT WATER w HOT WATER RETURN HGO INGH OR INCHES WI INVERT H<5 KILOWATT W/0 5 4 POUNDS PER SQUARE INGH REQUIRED ROIJ<SHINS IN ONLY REVOLUTIONS PER MINUTE SHEET SHUT-OFF VAL VE TEMPERATURE TOP OF PIPE TOTAL STATIG PRESSURE TYPICAL UNLESS NOTED OTHERHISE VENT VAGUUM VOLUME DAMPER VENT RISER VENT THRU ROOF HASTE = SANITARY SEJ,;ER r0 WALL GLEANOUT HITH WATER <5AU<5E HITHGUT ,JOIN E'XISTIN<5 AIR SERVICE l 3 IV "'~ ---c·-:-BLD6. --2 / 12'MIN- '-- ' J I" PVG PIPE -SCHEDULE 40, see-.CIVL-D'v-/Ge, PIG TO STEE'L PIPE TRAN51TION HITH ANODELE5S METER RISER HITI-l NIPPLE OUTLET, L YGO. I" AIR SHUT Off' VALVE, F.I.P. ENDS ROGKFORD- EGLIPE NO. P-10-1, <5ALV. OR CRANE NO. 252. I" SCHEDULE' 40 BLACK STEEL PIPE', T.B.E'. I" SCHEDULE 40 BLACK STEE'L PIPE -90 ELBOH, F.I.P. X F.I.P. AIR CONNECTION DETAIL s , r@ - ~ -&- "" -GD-----N-- ----l¾----- -------~ ~ ® TOTGO 3 ,JOIN GAS SE'RVIGE' 17 l ©----.. & 4 '-"-._ BLD&. 3: --=~1-',. \, I -v / 12'MIN.- NOTES, --:IJ I' POL YE'THYLENE PIPE, SES. CIVIi-DV'-16,e,. PE TO STEE'L PIPE TRANSITION HITH ANODELE'55 METER RISER NITI-l NIPPLE' OUTLET, L YGO. I" GAS SHUT OFF VALVE, F.IP. ENDS ROGKFORD- EGLIPE NO. P-10-1, 6ALV. OR CRANE NO. 252. I" SCHEDULE' 40 BLAf;K STEEL PIPE, T.B.E'. I' SCHEDULE 40 BLACK STEE'L PIPE -qo ELBOH, F.1.P. X F.1.P. ~- I" X I' <SAS PRE'SSURE RE'ULATOR -EQIJIMETE'R, INC. DR EQIJL MODEL 043 -182 l:::IITH 3/lt>" ORIFIGE, BWE SPRING. I GAS CONNECTION DETAIL 4 SYMBOLS POINT OF CONNECTION DOMESTIC HOT WATER PIPE DOMESTIC HOT WATER RETIJRN PIPE DOMESTIC GOLD WATER PIPE' STORM DRAIN PIPE' OVERFLOH DRAIN PIPE WASTE PIPE' VENT PIPE' <SAS PIPE' SLOPE DOHN IN DIRECTION OF ARROW PIPE' ABOVE' FLOOR CONDENSATE DRAIN PI PE' BE'LOH FLOOR <SATE VALVE (GV) GHEGK VALVE' (CV) TEMPE'RATIJRE CONTROL VALVE (TGV) <5LOBE VALVE (GL VJ PRES51.JRE'/TE:MP. RELIE'F (P 4 T) FLOGR SINK FLOOR DRAIN WALL GLE'ANOUT-FLOOR GLEANOUT I. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL GONFORM TO THE GLIRRENT EDITION OF THE UNIFORM PLUMBINB GODE (IAPMO) AND LOCAL GODES AND AUTHORITIES HAVINe JURl5DIGTION. 2. PLUMBINe QUALITY AND "1'16HTS Of MATERIALS, ALTERNATE HETHODS OF CONSTRUCTION SHALL CONFORM TO CHAPTER 2 OF THE 1qq4 UNIFORM PLUMBING GODE. B. ALL PLUMBINe FIXTURE LOCATIONS /WATER GLOSETS, LAVATORIES ETGJ ARE DIAeRAMMATIG AND CONTRACTOR SHALL REFER TO ARCHITECTIJRAL DRAWIN6S FOR HANDICAP FIXTURES, EXAGT LOCATIONS, MOUNTINe HEleHTS AND GOLOR. 4. ANY DEVIATIONS FROM THE DRANINes OR SPEGIFIGATIONS SHALL BE BROUeHT TO THE ATTENTION Of TI£ ARCHITECT, ENGINEER AND STAMPED BY THE C.IT'r' PLUMBIN6 DEPT. PRIOR TO INSTALLATION. 5. THESE DRAV'/IN6S DO NOT INCLUDE ALL NECESSARY SAFETY REQUIREMENTS. CONTRACTOR TO COMPLY TO SAFETY REQUIREMENTS SET FORTH BY THE LOCAL AUTHORITIES HAVINe JJRISDICTION. b. TEST SYSTEM(SJ IN AGGORDANGE HITH REGllJIREMENTS OF THE eDVERNING AUTHORITIES. "J. STEEL PLATE SUPPORTS FOR ALL V'/ALL FIXTIJRES, SUFPORT HITH '5/8" THICK x 8" HleH STEEL PLATES RECESSED AND BOLTED TO STUDS AND TAPPED R?R FIXTt/RE BOLTS. LEN6TH OF PLATE AT LEAST ON STIJD BEYOND FIXTIJRE, UNLESS CARRIERS ARE SPECIFIED. 8. ALL PLl.MBINe NORK SHALL BE INSTALLED SO A5 TO AVOID INTERFERENCE V'/ITH ELEGTRICAL AND MECHANICAL EQUIPMENT AND STRUGTIJRAL FRAHINe. 'I. ALL CLEANOIJTS SHALL BE INSTALLED WHERE READILY AGGESSIBLE AND LOCATED AS PER GODE REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETG., AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 10. ALL VALVES, UNIONS, ETG. TO BE 5AME 51ZE AS LINE SIZE UNLESS OTH~l5E INDICATED ON DRANINes. GENERAL NOTES 11. BEFORE FABRIGATION OR INSTALLATION, THE GONTR.AGTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SP!::CIFICATIONS, EXAGT ROUGH-IN LOGATIONS AND REGUIRMENTS SHALL BE· COORDINATED IN FIELD. 12. IF SOIL5 REFORT INDICATES THAT LOCAL SOIL IS CORROSIVE, ALL UNDERGROUND PIPE AND FITTIN6S 5HALL BE PROTECTED IN AGGORDANCE HITH THE ENelNEER'S RECOMMENDATIONS. 13. ALL PLUMBIN6 PENETRATIONS THRU THE SLAB SHALL BE CAREFULLY COORDINATED V'/ITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. 14. ALL HORIZONTAL PIPINe LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL BE RUN AT THE HleHEST POSSIBLE ELEVATIONS. 15. THESE DRA.W.INGS SHALL BE READ IN CONJUNCTION WITH AND BE GONSIDERED TO BE A PART Of SEPERATE AND GOMFLETE MECHANICAL SPECIFICATION. lb. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRINe ALL AREAS HHIGH ARE EXCAVATED AND/ OR DAMAGED BY THEIR OPERATIONS. IN ADDITION, THE CONTRACTOR SHALL RESTORE TO THEIR ORl61NAL CONDITION ALL AREAS DAMAGED BY HIS OPERATIONS. 11. ALL CUTTIN6 OF EXISTING PAVIN6, V'/ALKS AND / OR FLOORS SHALL BE BY MACHINE SAN GUTTINe. HOLES FOR PIPES IN CONCRETE HALLS OR FLOORS SHALL BE DONE l!SINe GORE DRILLING EQUIPMENT. 18. ALL PIPING-SHALL BE SUPPORTED SO AS NOT TO GONT ACT ANY PORTION OF THE SIJSPENDED CEILING SYSTEMS OR STUDS/GYPSUM BOARD/NOISE CONTROL ELEMENTS OF 11-fE OVERALL STRUCTIJRE. TRAPEZES OR OTHER DEVICES SHALL BE USED V'/HERE PIPING INTERFACES HITH THE NORMAL SPAGINe Of HANGER NIRES FOR GEILINe SYSTEHS. I'!. NATER CLOSETS AND ASSOCIATED FLUSHOHETER VALVES, IF ANY, SHALL USE NO MORE THAN I b GALLONS PER FLUSH AND SHALL MEET PERFORHANGE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE. STANDARD All2Jq,2, AND ALL URINAL AND ASSCIATED FLUSH VALVES SHALL l!SE NO HORE THAN ONE 6ALLON PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS 1N5Tl-nJTE. STANDARD All2.l'l.2 Ii • S CODE, SEC. 11'12l.3(b) 20. NATER CLOSETS, I. HEleHT, n TO I'! INCHES MEASURED TO THE TOP OF THE TOILET SEAT FOR NON-RESIDENTIAL, 15 INCHES FOR RESIDENTIAL. 2. CONTROLS FOR THE FLUSH VALVES MOUNTED ON THE HIDE SIDE OF TOILET AREAS, NO HORE THAN 44 INCHES ABOVE THE FLOOR. 21. LAVATORIES, RIM OR COUNTER SURFACE NO HleHER THAN B4 INCHES ABOVE THE FINISHED FLOOR AND KNEE CLEARANCE OF AT LEAST 2q INCHES FROH THE FLOOR TO THE BOTTOH Of APRON, EXTENDING A MINIMUH OF BO INCHES IN HIDTH HITH 8 INCHES MINIMUH DEPTH AT THE TOP. HOT NATER AND DRAIN PIPES SHALL BE INSULATED. 22. BEFORE ANY DEVIGE 15 INSTALLED FOR THE PREVENTION OF BAGKFI...OJ."ll OR 5IPHONA6E, IT SHALL HAVE FIST BEEN APF'ROYcD BY THE ADMINISTRATIVE AUTHORITY. 23. THE BUILDINe SEV'/ER SHALL BE Of MATERIALS APPROVED BY THE ADMINISTRATIVE AUTHORITY. 24. BUILDINe SEV'/ER SLOPE SHALL BE 1/4 INCH PER FOOT. C!-!ECK VALVE (TYP.! ~ ---------A.5M.E. RATl=D PREl35URE -r i'sELIEF VALVE. ROUTE DRAIN EIALL VALVE /TYP.! ~ _ TO FLOOR $INK FIXTURE SCHEDULE 3/4' cw.-~--- 314' H.W. -i A.SM.E. RA Tl=D TEMP. I • ?Rees. l'sELIEF VALVE _,,,--DIELECTRIC ,,,---UNION /TYP.! I l %'/ -T ,,.. rn •-~A,e 1) I I SPAN 4 SECUl'se TO STUDS. lo I I 011,,,. Q T 21Z) c;A_ x 11,;' C:!ALV. STRAP ATTACH TO PLAT!= WITH 1/2' EIOL TS, WASHERS I NUTS . ROUTE DRAIN LINE _/ TO FLOOR i31NK ~ 1-,/4. o o I I \ r--FINISHED / FLOOR WATER HEATER DETAIL «WH-i» COUNTER LAVATORY IN-LINE FLOW -------- CONTROL /0. S GA"IJ J-EIOX, !3Y -~ EIY ELECT. '-- I l OR SINK ~ ' ,= ~ COLD WATER / LIN!: ~ Cl I) \._, r 3-WAY VALVE ~ ,@,,INSTANT.WATER !-!EATER \J MOUNT PER MFR . RECOMMENDATIONS '----POWER WIRING 13"1' ELECT, WATER HEATER DETAIL «WH-2 l 3» '] 2 CCNSULH<IG ENGINEERS I FIXTIJRE I ROU<SH-IN SIZE'S FIXTURE RE'MARKS NO. WASTE VENT GOLD HOT WATER WATER I HANDICAPPED I I I AMER. STD. "CADET II" 2216.143, FLOOR MTD., FLUSH TANK, SIPHON JE'T ACTION, ELO&ATED BOHL, HHITE, HG-I I WATER CLOSET 4" 2" 3/4" --VITREOUS CHINA, 1.6 &ALLONS PER FLUSH, OPEN FRONT SEAT LESS GOVER, OLSONITE #'15 AMER. STD. "LUCERNE" 0355.012, VITREOUS CHINA HALL HUN& HITH CONCEALED ARMS, SYMMONS FAUCE'T S-61-& I HAND I GAPPED 11 1/2" 11 1/2" I 1/2" 1/2" SIN&LE LB/ER CONTROL NITH &RID STRAINER 4" CENTERS, HITH POP-UP DRAIN, TRAP 4 AN&LE' STOPS L-1 LAVATORY HRAPPED NITH TRUEBRO ING. "HANDI LAV &UARD" #102N. AMER. STD. "HORIZON" 3301.025, ENAMEL GAST IRON, GOUNTERTOP MOUNTED, SYMMONS FAUGE'T 5-61-& I HANDIGAPPE'D I 1/2" I 1/2" 1/2" 1/211 SIN&LE' LE'VER CONTROL NITH &RID 5TRAINE'R 4" GENTERS, NITH POP-UP DRAIN, TRAP 4 ANGLE STOPS L-2 LAVATORY HRAPPED HITH 1RUEBRO ING. "HANDI LAV GUARD" #I02N. E'LKAY PSR-221'1, 18 GAUGE STAINLESS STEEL, IC! 1/2" X 22" X l 1/4" DEEP, 3 HOLE PUNCH, S-1 I KITCHEN SINK 2" I 1/2" 3/4" 3/4" CHICAGO 201-GNE>A FAUCET HITH LE'VER HANDLES 4 E3 ERATOR. FLORESTONE' 48-52H HANDICAPPED SH-I I SHOHE:R 2" I 1/2" 3/4" 3/4" I FP 4 M # N-12, PROVIDE HITH TRAP PRIMER. FD-I I FLOOR DRAIN I 2" 11 1/2" I -- I -- I CECO '106-1 NITH HALF GRATE. I I 1/2" I I FS-1 I FLOOR SINK I 2" ---- EQUIVALENT TO NOODFORD MODE'L # 21G NITH NHEEL HANDLE'. HB-1 HOSE BIBB 3/4" ELECTRIC WATER HEATER SCHEDULE STORA&!: RECOVERY OUTLET E'LE'G TRI GAL OPER. UNIT I MANUFAGTIJRE'R I LOCATION ISE'RVIGE' IGAPAGITY CAPAGITY HT. I REMARKS NO. 4 MODEL ND. l(&ALLONSJ (&AL/HR.) TEMP. K.W. V. /PH./ HZ. (LBSJ I 1 PROVIDE' "SMITTY PAN", SPILL DRAIN AND T4P RELIE'F TO FLOOR SINK HH-I I A.O. SMITH STR6. I DOM, I 30 20 120 3 2O8V-14>-6OHZ 450 DSE-30 ROOM HH HH-2 IGHRONOMITE 5LD6. I DOM. I --I INSTANT! 120 I 4.6 I 211V-14>-6OHZ I 10 S-461L 6 HH HH 3 IGHRONOMITE BLD6. I DOM.\ --I INSTANT I 120 I 4.6 I 2OBV-l 4>-6OHZ I 10 -S-461L e, HH I. SANITARY WASTE AND VE'NT PIPIN& BE'LOW <5RADE', 2. SANITARY WASTE AND VENT PIPIN<5 ABOVE <SRADE', 3. WATER PIPING Bl:LOH <5ROUND, 4. WATER PIPIN& ABOVE &ROUND, 5. CONDENSATE DRAIN PIPIN&, t>. STORM WATER PIPING BELOH <5RADE, PIPING MA TER!ALS SERVICE HEl<SHT NO-HUB GAST IRON HITH STAINLESS STEEL COUPLINGS. PIPE HRAP ALL UNDE'RGROUND PIPIN<S. SERVICE HE'l<SHT GAST IRON NITH STAINLESS STEEL COUPLINGS. TYPE' 'K' GOPPE'R HITH BRAZED JOINTS. TYPE' 'L' GOPPE'R HITH BRAZED JOINTS. TYPE 'L' GOPPE'R HITH BRAZED JOINTS. SERVICE' HE'l&HT NO-HUB GAST IRON HITH 5TAINLE'55 STEEL GOUPLIN<55. PIPE HR.AP ALL UNDE'R<SROUND PIPIN&. l. INSULATION OF DOME'STIC HOT WATER SUPPLY AND RE'TIJRN, 8. STORM WATER PIPIN& ABOVE <5RADE', <SLA55 FIBE'R PIPE INSULATION HITH FACTORY APPLIE'D HHITE JAGKE'T, J-M MOGRO-LOK 150AP, I INCH THICK FOR PIPE' 51ZE'S I INGH AND SMALLE'R. I 1/2 INCHES THICK FOR PIPE SIZES I 1/4 INCHES AND LAR<SER. SERVICE' WE'l<SI-IT GAST IRON WITH STAINLESS STEE'L GOIJPLIN<SS. '1. ALL UNDERGROUND WASTE PIPE' 5HALL BE' WRAPPE'D HITH 20 MIL PVC PIPE' TAPE AND PRIME' OR INSTALL IN 8 MIL POLYETHYLE'NE' ENCASEMENT IN AGGORDANGE WITH ANSI/AHWA GI05/A215-82. SE'E <5ENERAL NOTE NO. 12. C-3004-00 APPROVED GLUMAC 1-1-LJI J UTILITIES YARD SITE & BUILDINGS IMPROVE~NT -PHASE II INTERNATIONAL 60 C0RP0RA'"E PA~I( SUITE 100 / IRl'lf.E CA 92714 l-----l--+---------------i---lU,LITIEc:~tEfl"'FLC.E. N0.46214 1------+--+-------------+--tDATE S -S-<\ 7 ABBREVIATIONS, SCtEDULES, NOTES AND DETAILS TEL 71L-833-8190 FAX 714-833-0252 PORTLAND SACR!'IMENTO rECHANICAL ELECTRICAL JOB NO. 96-187 SEATTLE ACOUSTICAL SAN FRANSCIC0 MADRID ENERGY TEL.EOO~IJUNICATIONS CONTACT 1 1 1 1 rESIGNED I DRAWN 1 -· -----~-~-APP'D CITY OF NEWPORT BEACH I w-5257-s DAit BY DESCRII-' I ION REVISIONS P-1 C7ECKED DATE PUBLIC WORKS DEPARTMENT APRIL 25, 1997 SHEET 49 OF 65 ~ z I 0 0 5 :0 w n ~ n 0 o D ~ ' m 0 ~ ? z < " G) z 0 C z < z " ~ . 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' \\.,,:_·_-;::.·::··-, ~=== _ _( ---T,---:--"er=,:.:,_~ .~:.==1··-1····· ~-L ·:;r==t•=--. ----l"'illr:::7 \, ,., \ J / ' ,,-/ ' ' ' • I /' ,'> ' \ I V .----~·c:::,:.'-.,,J -- - -1 / (~~\:,., ·:TJ~L [ i :, __ ( --· --, ~ ,:/ \-_ t:'05 n"□,D '! 11 llf-F iLT / \ \ , -...11 1 'I c \\ ('\ \.::'.,;}, \\_...) \ ic.. .. -eJ 60:.:· \,,\, . .//\/,/ \' '. I' 7 \\(~!>/ \\ \ j /' __ Ji \:/ \ \/' "<> /" i ,/ /-I < _,/ ,,.-----.._ ___J ' I ---.. ___ •• \\,?:"' .,..J\ .,...-<:---·· --I (?--:-~~~-:_'="::,::--'"·,...r=-~ l1r.;f.,;A(.Jt 6Cl i II ~=~----c-~ .. --·c-~':_:'1 _,,=~-·· _-__ ---· ------_ fJTSTt~G LARAG[ (~□ CHANGE) I -------r, ' • l.c_ ' ,o::=·.-::.:c:l RELOCATED HOSE REEL. REPIPE AS REQUIRED. ·:·:;;..,' -----=---~-~~--, --1 /E) SAS HEATER TO REM~- ~XIST]\i::i :=iAC.::,S'.JE I'"°' =,;,:., ~= "''"· --°"' L i ,-I . __J TCJJI __ [-! E,OC 3 P-3 \ ·-,---,\./;,,,-•.,, t------, / CAP (E) \y:,:::'.(' • / '-_.:_ II 3/4" &AS LINE=t}. ·.I / fu. \ • " L I (NJ& I I. ·, ' \\\ :,;I' -:1:!, 1 ;t ' : t====jt±:========t=========================t::_.'_:~:_:=(N)AIR I :! }1:-i \ ' ;,II _ _J I I \ 1·1 , , , ' \ I i I ' ' \ _\ : ' I ' (l,jl_ i l"'.! i~~~tJ[> 7'~ ' ' \ \ .. -. •. > H1 ·-----~--1 \_ \/ \ ,,1 .) I 1 \ \_ \ ,,. , , 1 I ! · ,----···, '\\ \. r\-"-"t'\ /!:.--~--_:.::-..::.::.:i. •• Ja~J-=--____ / -•-•----••-•••-•-•--~=::•.:_:.::-=.:.~:...:-.::.:~:~~I -----------••-•••--•••"•--•••' ! ______ _ '' ' \,,// / \ \._ \;-<-~,.' \ ,-,~>-.. ·<-·,......- \ \./,/ .v .. _,,. /,:;/ __..,,.-<;::.·,/ I ·-·-.' ' e$l/N) 3/4"& TO /EJ 3/4"& -·----· .... r-···-:.______ I (E) HOSE REEL TO BE REMOVED AND RELOCATED. (E) 3/4" &AS (E)2"S REDUCED TO :J/4" /E)2"& FR. BEL HI S.OV. L/E)3/4"AIR FR BEL HI S.O,V. \' I e\iil(N) 3/4"AIR TO (E) 3/4"AIR NOTE, \ ,. ' \ ," ,,: ' ,/ .. _:,.,,,. ,✓-----;,,,,,../ EXISTIN& SAS METER APPROXIMATELY 135' AHAY. HB-1- \\\ \ \ '" ,, ' \\ \\\ 1-x,\ -YA\\\ c;:, \\\ y \. < \\\ " \I' ¾I" ,\ \.' ' • \\ \ . ' ' . ,/;,..-:>/ ·<// ,,,,-,; ... :>,' , ...... ---;.. .. _,,,/ ,/.~::~~:~ / / / _,, .. .,/ /;..::: .· .•" ,/ /// \ \ .• HB-.1~..,..,...\, (;,,;:/·'\ ..,,.. ·,./ ,/ ,,,,.-! >1·· I .,-7 .--,,, , \ / / ,1// / \<' .. ::;:..-_,,,.,,,/ ' \ ,..-,:;:•-:1// \\ \ .. ,;.•· .,,,. \ \ X· \ \\\ /_;;;/>"/ \' \ ,'/ / '. ·1/·/, '\ // \\I .,;/"':-\' ·_··.. ..·// \' \ ... / .;::< . .,, \ \ /< ;->" ....--::.,,/ . \ \' \'' . ' ' \ \\\ ~~ .. \,'1 ,,,, .. " /. \ \ / .. / I \ ,,...--•✓ ,~:\, ;:> ;'.'.:;;/ \ / / \ ,✓• ,,,, );_;" .,,, \1\ // ,, ...,.,,..·, ,,...,, .. __ ,,../ / . / ,,,:;/ •.\ />/ ~ \\\ J•C' 7 '" .f' , '" /// ~ ·.,, \ /•1/ y ,· -_/' - • \/ . < ,, ' . ,.// \_ • • \ ✓c:1/••• / aw M '(< '• • .<<' ROOF \ 1 '-••. • ,// • ,, \\ .,:;,:,..,' . ,, \ ,;// ,,.;;.-'""•' (\ .,.:,;::~/ cO',' • L ,\\ --f/ •\ /?// \. ):1/•·. ·.• _ _,,,, , ••• j'/ ,_, / / / 'Y y/ •/\ // • -- _/'/ / • ' ¢';-' • ___,..-;...-/ /<:::/ / ./ ,.,..,· / ,,, ... ....- / / ....,._::,:: •• / . / ,/ ,./ ,_.....--· .. :. ,,-' ..... ,/ ,.. ... ;, .. -·,.. .- ... ,· .,.,,,. _..,,. .. _,.,./ ,✓/~~;~:. ,•;::-~;· \, / . . . / / / / ' / ,..,,,./_.., ;;:··"..,-y' // '\ _/,9<\ ,_/o:57 ' \ .. ' ' \\ ' . \ \ \ \ . ' . -/ \ .•/ \\ ..-·>-" -. \ /' ,·\ ,/_/ \ _.._., \\ ,../;::> _/ ,, / / -/ / \ \ /,,,.--,,/- \\. _..· /;:>-/ ·, \ __ ,,.,.. _ _,...- ·\' ..,...,,._,,..-\ , ./ \ \ __ ,...-.,,.,.. \ \.,-'"/ / <:~-/ ,,,,, ,,,-/" /,,-·· / ,' :>--/ ,/.-- ' _/ / FLOOR PLAN BLDG. 6 SCALE , 1/8"= l'-0" GLUMAC CONSULllNG ENGINEERS INTERNATIONAL 60 CO'PORA-:E PA'sK SUITE 100 / I'1\l'NE CA 92714 TEL 714-833-8190 FAX 714-833-0252 PORTLAND SACRAMEN--0 SEATTLE SA'l FRA'JSGICO MADRID MECliANICI\L EL_:::::::TRICflL ACOUSTICAL ENERGY TELICOMI.IUNICAllONS JOB NO. 96-187 CONTACT E B A I I l I --~----------_J L .1. 'i I l ~---------~ ~ --<D I ., I' I I i: I i: 1! ,, ii ii 'I , . :1 11 !ir ,, ii ,1 ' L - T :--! r J. 'i ! I ·' I ,- 1 ! L J L J T I r· , i ! ' I L~ !1 I Ii Ii L11~--@ :: ,, l'J;,--=-~~----. ____ :\= .. . 1 I "Al~ HI s.o.v.) I __ - --~-'"""-~---.••. •.. ----------~-~------~·7;1-k:HB-~ l"AIR FR. BEL._r \\_3/4"CV'l \_FOR CONT. SEE CIVIL DV'l&S. BUILDING 1 FLOOR P[LAN SCALE , 1/16"= 1'-0" APPROVED 1-10.46214 DA-E BY DESC~IPTION I JATE ~-5-C,, ---,-~_,,:CESIGNED I DRAWN APP'D REVISIO\JS C7ECKED DAE APRIL 25, 1997 N C-3004-DD UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE 11 FLOOR PLANS BULDNGS 6 AND 7 CITY OF NEWPORT BEACH I W~57-S P-2 PUBLIC WORKS DEPARTMENT SHEET 50 OF 65 I I I i: z I D r 0 ~ B n n a n m D ~ ~ z o ~ z C ~ . n a -" n > < n z m D "' ~ 0 n z ;; ~ z I 0 5 ill 8 ~ ti ~ 0 n ~ ~ :!:j z a ~ z ~ . C ~ ~ n z _m ~ C ~ I z 0 II ~ < z G) z C ~ CD m II 0 II ~ z G) z C ~ CD m II "~-- n ~ z I 0 5 I D m 0 n n n a n m 0 n ~ ~ ~ z 0 C z < rn ~ . a _, ~ c, > " • z rn D "' ~ 0 n z ;; u > z I § O 0 • m 0 ; §l :IJ ' 0 cl m O n D ~ !'j , 2 6 ' ~ z • 0 ;J • 0 ~ J5 • < ' ::I"1 z _n 0 ~ C " 0 CJ] '-" -.,.l G" ·-?\ <ri 0 II ~ z G) z C ~ CD m II () 0 ~I Vt z G) z C ~ CD m II t: \ V, ~ U"\ ..J I "' /FOER 2isr~-DHGS. SE , , ' - ~ , -" '·\\ \ ~-r-1 i' -, DfTliT ;,_ -, \ -• , , , ,,. w"'t;· ·n-~ 1 1 / '6. / \ k \ '1' J i-;, / (25, ]<;iOB.T.UT l-, l .i C i · I _/ ,,/,, ' \ ' ' ""' ' \ ' _/ ' - -, ' _, ,--9' -,~ ' \ ,_, , "l /~ L _J • _ _;;--\\\ {4' ';,,. \ \ \ ~-, , " _ 1 /,/ _____ _ V \ \\' =, " , , . , --, y \\\ ~"-~ ~'\ • J's \ a/: ,;v \ [ -"-; -7 ,,,, ' • \ " ' ' " I \ \' -, -' ' , ' • ,, -,/0 \ ,ww=:-ccc:=.: I I I I" CH. DN. INADER -\i\':: f:::-.::-(2" \~'., . . ,. / ••• -. ---1. {ON ROO;;-_~--=~-_,.::.:,==-~-\==L:-1 : HALL TO HE \::--\_ / So ------_L_ --~-' I I • 4"HGO ,/,,,-3/4" _ _.,, -----·-·-•/ ' :X:"i .J ~ ✓-at<= w 4 V '·'· \ '\ / BC_ -"'"f --'N ROOF __/ i ' _, ' , -' ' , , N~ie ~I 2/4" GD DN. IN O i •--... _ -\ \( ____ -/. . "_, ,.-·· _.---. / .. <__>,/>~ ., . ______ _.. . 1•-11.1 \ , 'w'ffen > \ \ ' --, /' ( "Oe ' -~ ,~-Pi~C. > \ \,>:'.'.\· --, .-,' \ ;><WR, i [[ \ \ \V ,,-'\ ,,, 1 , , 1·-, .. 'I 1.· , L 1 --, , -. ' L ' -\ ,, ' -' --, --' \ ' ',--, -' -" -_/I \ • \ , r· '--1 L. 11_ _ I !i ___ __ tJ 1 ") • ... .) • ' ' ' ' ' -~ -\ • ~ le -I 2;4" '· \ -'1 ,•'' I ~ I hl~-t 1·· ···---7 \ ' .. j \ \ \ \ \ \ •,\ I \ _...:"' -~\ ' "1·· ·, I - ,', ,._ / ~~~=:.===~=~===-------- '<:· _/ \\ __,,,,,, { ---'\ -->"--\ __ ;_J_ ______ _ ,· ' /; ' . / ' ,,. \ ,.-,· I \ _...-. ' \ -.. ____ \ _ _.., --- \ \ \ ·,._;;,--.. ...- ' ,, T ---7 ! ' I \ \ ,, .,-· ,/ \ ', \,;;,_>~ ,...,,.,. \\_ ---✓ \ \---/ _..,.,.-· \ ' '·/ ,,.-\ \ ,,..,.,..,. . \ ,., .,,.~ 3/4" \, .. >~-✓-/_/ ---..-· --_______ _,, (D~~l~~';?0~D PARTIAL FLOOR PLAN BLDG. 6 _,,.,.,,-· ---- / rc;:7 i 1 i i I ' / ____ .L__ _ ___ LL _________ J _L _ ---~.J i I ,----------·-----------· ----------1 I , ' I I I I - ' I, f-f--~'---------;~-l'.J (E) 3/4"G UP TO ------ti ~ : , __ /.- (EJ3/4"G !J .1 / / NG UNIT ON ROOF I '_-• i_ __ l ··11 7 1-~·1 \ f ! : ; ·, j -i-I_ , -!--i I I .. , -. , r J ! / I 1 • \ • •1 J __ + t -.· (E) 3/4"6 INTO BLDG'""'--c~===::===-=·=s:-~~:-!f1-1 TI~j// (EJ l"AIR INTO BLD6 -~li\RELOGATE AS ---' I d REQUIRED 1/,1 L ~(EJ GAS METER APPROX, DL 180' ,,,,.,,-- -7 ~---7'~:~1:~:.·-- (E)l"6 ,// I , ! fc------7. (NJ 3/Ll"AIR TO (E) 3/4"AIR ._, __ , .. ) .. 3/4" UNIT HEATER SEE MECH. Dv-kSS.~---l I I 3/4"6 v-1/ SD.V., I I (25,000B.T.U.'s) \-I I '7H I FURTHEST OUTLET I I APPROX. 140' L ---J (N) 3/4"G TO (E) l"G RELOCATE AIR OUTLET / t-·--···-·-·--, , -- I (EJ LINE SURFACE MOUNTED ON HALL +22"AFF. re A LINE SHALL BE RAISED • , 3/411 ]___ __ ~~ -.. ~ ! i, f .. I I MAl-1'1------------------'----' TO ABV CL6. REMOVE ¢ RELOCATE (E) AIR OUTLET ----·------~----- ENLARGED PARTIAL ELECTRIC ROOM BLDG. 2 SCALE, 1/4"-1'-0" ·, \ r·------, ·---.l_ I I ---1-T ---r=:=====-~\ \ I ,•---'--, '-''\\ \ \ \ ' GLUMAC INTERNATIONAL COIJSUL !lNG CNGINEERS 60 CORPORATE PARK SUITE 100 / IR\IINE CA 92714 TEL 714-833-8190 FAX 714-833-0252 PORTLAND SACRAMENTO SE,liTTI_E SAN FRANSCICO MADRID M~CHANICAL EL.ECTRICA_ ACOUSTICAL Et<ERGY TELECOMMUNICATIONS JOG NO. 96-187 CONTACT \ \ . \ \ -,:":. __ /',. ' \ ' \ \ \ \ \ ' . \ \ \ \ ' \ , \ ---. \ , \ ----FOR CONT. ~ SEE CIVIL Dv-lGS. I "S.O.V, IN I I YARD BOX~1r4"G.OT-6. I "Gv-1 FR. BEL. ~ 1-=t-------------------------------!_I J' 3/4" H ~ Cv-1 111 ,_ 4" / I 1~]114 i--· -1 ·11 • , 1 I ·--·~j,--r: I ! I I ____ _] . ' --'--_, ', ' ' , ' ~ 7 \ I II I I / l 1 l ,;l1 112-' - ' 'I:: ::-,·' DN. IN v-lALL """'S----i i ~-illL-2 =r' I l I, f .. ]\ L_i=_J i i I \_2" :.._J Ii : lr-----3/4" TTI I I v-lG-1 ' ,-·1 4"V.T.R. 1 U I 1 -~, I .. t"'")--® F?tl 3/4"HH DN. IN HALL 2"NGO Ll9-t16;C;c:_""':;~ l"GH DN. IN HALL FS~ I , (r-;_fl!;: : I~::--}----· -4nff1' I" I) ,, 2/'-_tJ ! ~ ,1-,~ I : J_ ~ ..----'&; ·1-· __ ~ FD-I,_ JTI HH-1 I lt_ -'21::!::.1. I 11 -' SEE DTL, I, SHT, P-1 ---r :cJ_L-.. ,.,, ...... ,. • 4"1-iGOJ @;;t~!IAL FLOOR PLAN APPROVED -I / .. /~ ... ~----... ER FLC.E. N0-46214 I DAlE 'i-'i -'I "I N C-3004-DD UTILITIES YARD SITE & BUILDINGS IMPROVEMENT -PHASE II Ett..ARGED FLOOR PLANS BUILDINGS 2 AND 6 I I I mc;;,coc,"c I ''DICHECKED ,~ ~ ~Cl~,9,~~~~~?~~~~~,cH~ W-5257-S IP-3 DESIGNED I DRAWN APP'□ ~--~~,-~~ IO.CE i;. 1007 I I vi...1..,v nvnn,..> ""'-1 ""' r,n .. n I I SHEET 51 OF 65 APRIL 25, 1997 I " s z I 0 0 r 0 II " n ~ ~ 0 " TI < 0 ~ m 0 rn f w z < z a G) C z < ~ . z 0 C a " TI ~ ,. < " z OJ !" n m ► II C ' 0 " f a ~ z I C 0 5 II " n ~ m 0 0 " • 0 a m 0 " • z • ~ ' z a G) C z < ~ • z " C ~ " ~ ~ > " z OJ m n m ~ II ~ 0 • z ~ \l"1 t. " ~ z I 0 5 ~ n 0 ~ " " ~ 0 TI rn ~ < z a C z < ~ " . 0 " ~ rn > ~ rn _m n ► C ' D TI z s ~ s ,, .. , (';'-- , -,_ \ 0 II ~ z G) z C s CD m II z § ~o ~B ,.,,~ •"--"' ~ "TJ ., <::: •□ < ~ ~ V, -EB Z ~ z G) 'ti • z ~ JJ C t ~ s: o CD ~ m ~ :a I VI fJ ell ..J I ~ ,-·-------------·-·· ---"-·--·------·-·-·-·-··--· __ _._., ______ -·--.. ·------.. ---- ----··----·. ·-1 ' I ---·J ---1 ! __ J , t,jf" . ;--;!': . _ SEE DTL.I, SHT. P-1 ~ t,!l:!:..l ' G--L :•P_ ----~: __ -_-· ~-:_---~~ --~~-=-----·-----·-----·-- . 'j ;···· .... ., '·7 •• • •••••• ····,--···········---•••• ,., •••• • I I ' . ; . I I ..... -·· I .. , .. _, , ' ! '! 1 , I I I • .. " I. r 3/4" ' ' I i i I I 1 I i 1 ' I I ! t ' --~ i ' ! I I '1 I I r•-1·•·· • . . 11 2111 .. 1..--0 BEL : ! , jl Y'IV • OFFSET H 4 cw IN WALL I I ,11 i 'f'.1' I ~FSET I 1/2" VENT IN V'IALL IS NOT SHOHN ON THIS : : , 1 • I TO AVOID HINDOW ABY. - ' I Ii SIDE FOR CLARITY l''·h1 I 'I. • 11 •~-~ '1..,1 I i : it i 3/4"H 4 cw DN. IN WALL -----+---1 .. ··Ill'~ l_:::1_ • 1 -,~ I I (-- ' ' I -·:'. _i I I i~ i il!L ,.LI 1 , ' ,··h 1 5-1 11 11 'i - I I :11 ; 'flj >FFSET I 1/2" VENT IN WALL I • ' --1 TO A'lOID WINDOH ABY. 1+1 111 : /1: I Ii y~2 " (N) 2"W TO (E) ' ' IL I I i 1 il I ----f ' ' I ' --7 ' L ' ' I i '··11 Kl" : ~-:---'-1 (E)FCO !l_ J !. \_2"Y.T.R. 1 ' ,., .. ,,.,_. ___ •·i· • ~ ~~~--:_----==~=-c~:~=:_':-3{~=~ ~:·:,e:.~! I I I ( ) ______ - / (N) I "CW T 0 (E) 2'CW LABORATORY FLOOR PLAN l/4 11=l 1-0'1 !-~i_J!'-'1;=' i' ;c;-:· {1 "1 •.r:· T • NOTE: 0 PROVIDE 1/2"HW WITH AN6LE STOP FOR DISHWASHER AND CONNECT. CONNECT DISHWASHER DISCHAR6E TO SINK TAILPIECE AND INSATLL DECK MOUNTED CHROME PLATED FIXED AIR 6AP. -/ I ·---. -·-1 I ' .. ··-... -... CONSULTING: E:NCINEERS r -···c·---•.>·• ,._, -· --·-----·-----·--· , _____ ., __ --··---i i i -· ····------·-·"-----·----·--·· ------------i J'\ ~"CW, A~PROX~ ---rr ~---------------7 , P.O.C. 40' AV'IAY i ! I [!'." r:-· '•· ·: I --------r-- --i I j 1 I I I I I ! I I . ' ' " i ! ; i I! i h 1-· -,'.·· .·.-.• .. -.-.· ,--=.:=·-=.· ·.~=c:-::::-_: __ c::. '..C: ... ·-1_ iL I .. ·-·-·~-----.. ...,.... .. ___ ; --·---~---~· ----"- T' i";1:i.H (\ :,: /',!,:• ~ i"- ·---1-···-- ! I I I l [i- '. ' ... ,._,IJ II I r • I ------G <I I H,-! 3/4"6 V'i/ 5.0.V. (25,000 B.T.U.'S) I "iT ! ·: .. ,~'>l-lr]~·-- 1 ·'. c·. > l ,~ ~:-.r\.1t-:, I -----~--- •1-··-,·--: ----·-·- l"BALL YA,-----.. ! ' : F'4°7.~~~ 2"V.T.R , .,, \ • I I ; !'f-•1 • --· HG-I t:t:j. i' l"CWDN. I 1/2" ;, :-r~1r ·.r .• S-1 i: ( -1 ---!f:O-: : ,+. i I '·~•~ I jl l ! '1 ...___ J • WH-3 1I•, " , _________ ) PIPED TO L-1 1 --"·· 'w! : ! '~ ; , ! I! _Ji IN HALL L-1 ___ JI i I i __ ., i -- ~---··-- 4"C.0.T.6. ' ' !-.-- L, ·- /"; ~ ~ - ! . ; . ' ' ' r -a~~~""~~;-.., ' ., . I I"' .l---FOR CONT. SEE CIVIL DW6S. OFFICE/SHOP FLOOR PLAN 1/411=1'-011 APPROVED GLUMAC INTERNATIONAL ...... ""·••-...... .. t ' . ~=- I ' ' I i i i fJ,"j j:).-:: ~ _/~~: CONT. : ---f CIVIL DVo!G5 i ' • ' ' i 3/4"6 V'i/ s.o.v. I l. N C-3004-00 UTILITIES YARD SITE AND BUILDING IMPROVEMENT -PHASE II 60 CORl>ORATE PARK S!Jllt 100 / IRVINE CA 92714 ITL 714-833-8190 FAX 714-83J-0252 -:r""'·o/' R.C.E. NO. 46214 FLOOR PLAN BUILDING 8 FOOTLAND SACRAMENTO SEATTLE SAN FRAl'fSCICO MADRID MECHAl,ICAL EL£CmJC>,L ACOUSTICAL ENERGY TELECOUWMCAllONS JOB NO. 961 87x2 CONTACT .---+-+------------.1-.-.J DATE :;-'S -"I 'l I I I I I DESIGNED DATE BY DESCRIPTION APP'D REVISIONS CH'ECKED DRAWN JSW DATE APRIL 25, 1997 CITY OF NEWPORT BEACH I W-5257-S I P-4 PUBLIC WORKS DEPARTMENT SHEET 52 OF 65 ~ ,; z I 0 D r :0 D " n ~ 8 D " D ~ ~ D D D z . ~ ~ GJ a i5 " -~ z ' " z ' m . C " . " ~ ' D " • < . " z ID .m n m JJ ,. Ii D D z " ~ z I 0 0 r JJ 0 ;i " 0 ~ m 0 g ~ ,l ~ 0 z s D D " "< < GJ s z a " it z z a m 0 m . C . " C ~ " ~ " > < m " z ID m 0 m :0 ,. C ~ 0 D z " ~ t. " 8 " 0 rn " m ' z C ~ " ~ 0 ' " • " ~ \:; z I D r D n 0 D ~ 0 D "' a z • ~ z m n ,. C ~ 0 D " ,, ~ <:,i "Tl ~ V\ \:; i VI 0 JJ ~ z GJ z C ~ al m JJ 5 ..., 0 ' " n '-" JJ i;~~"'~ ;S:lo ~-..,_ C::: "□"' .. < ; -< ~ VI - ,, z i5 z ; ~ z GJ -0 e M ~-z ~ 'i'i C ~ i ~ n al " m ~ JJ \ "' tJ "' " I \I\ ELECTRICAL GENERAL REQUIREMENTS ELECTRICAL LEGEND I. cSENERAL PROVISIONS A. THE REQUIREMENTS OF THE SPECIFICATIONS THE FOREcSOINcS ARCHITECTURAL cSENERAL NOTES AND MECHANICAL NOTES SHALL APPLY TO ALL HORK HEREUNDER. B. ALL HORK SHALL BE IN ACCORDANCE HITH APPLICABLE LOCAL, STATE AND FEDERAL CODES, LAHS AND REcSULATIONS. C. CONTRACTOR IS DIRECTED TO OBTAIN AND REVIEH BUILDINcS CONSTRUCTION STANDARDS. HORK SHALL BE IN ACCORDANCE HITH BUILDINcS STANDARDS HHETHER OR NOT SUCH ARE REPEATED HEREIN OR ON PLANS. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS BETHEEN BUILDINcS STANDARDS AND TYESE DRAHINeS. D. CONTRACTOR SHALL VISIT SITE AND BE FULLY COcSNIZANT OF ALL CONDITIONS PRIOR TO PROPOSAL. NOTIFY ARCHITECT OF DISCREPANCIES BETHEEN DOCUMENTS AND EXISTINcS CONDITIONS. E. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE LISTED BY UNDERHRITER'S LABORATORIES. FIRE ALARM SYSTEM EQUIPMENT SHALL ALSO BE APPROVED BY STATE FIRE MARSHALL. 2. SCOPE A. FURNISH AND INSTALL COMPLETE ALL MATERIAL~ EQUIPMENT AND LABOR AS SHOHN AND AS NECESSARY FOR COMPLETE HORKABLE ,:,YSTEM. B. OBTAIN AND PAY FOR ALL REQUIRED FEES, PERMITS AND INSPECTIONS. C. 6LIARANTEE ALL HORK AND MATERIALS FOR ONE YEAR FROM DATE OF FILINcS NOTICE OF COMPLETION. D. DISCONNECT AND REMOVE ALL DEVICES, CONDUIT AND HIRE NOT BEINcS REUSED HITHIN REMODEL AREAS. DETERMINE FROM OHNER EQUIPMENT TO BE SA~VAcSED. REMOVE ALL OTHER FROM SITE. SEAL ALL UNUSED FLOOR PENETRATIONS WITH APPROVED FIRE RATED ABANDONMENT PLUcS. RECIRCUIT AS REQUIRES> TO LEAVE AREAS ADJACENT TO REMODEL IN SERVICE. 3. SUBMITTALS A. PROVIDE CATALOG CUTS OR SHOP DRAWINcSS FOR REVIEH AND APPROVAL PRIOR TO PROCUREMENT FOR THE FOLLOHINcS EQUIPMENT AND ITEMS, I. LIGHTINcS FIXTURES AND CONTROL DEVICES 2. DISTRIBUTION EQUIPMENT, PANELBOARDS, TRANSFORMERS, BUS DUCT TAPS, ETC. 3. SWITCHES, OUTLETS AND WALL PLATES 4. RECORD DRAHINcSS A. SUBMIT AT THE PROJECT COMPLETION AND PRIOR TO FINAL PAYMENT ONE SET OF RECORD PRINTS NOTINcS ACTUAL ROUTINcSS OF CONDUITS, EQUIPMENT LOCATIONS, ETC., AS HELL AS ANY REVISIONS MADE TO DESlcSN DRAHINcSS. SUBMIT HITH RECORD PRINTS THO COPIES OF AVAILABLE EQUIPMENT MANUALS, SERVICE RECOMMENDATIONS, 6UARANTEES, ETC. B. CIRCUIT NUMBERS FOR ALL FIXTURES AND DEVICES (NEH AND EXISTIN6) HITHIN THE AREA OF HORK SHALL BE VERIFIED AND INDICATED ON RECORD DRAHINGS. 5. COORDINATION A. COORDINATE ALL WORK HITH ARCHITECTURAL, MECHANICAL AND STRUCTURAL DRAHINcSS. INSTALL ALL HORK TO CLEAR NEH AND EXISTINcS ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, DUCT, ETC. SHALL BE IN CONTACT HITH ANY ELECTRICAL EQUIPMENT. B. ALL REROUTED POHER HIRINcS SHALL BE RUN IN A MANNER TO KEEP DOhNTIME AND INTERFERENCE TO A MINIMUM. SHUT DOHNS SHALL BE AcSREED TO BY THE BUILDIN6 ENcSINEER PRIOR TO BErSINNINcS WORK. C. REFER TO ARCHITECTURAL DRAHINcSS FOR EXACT LOCATION OF ALL FIXTL,RES, DEVICES, OUTLETS, ETC. 6. RELATED HORK A. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTINcS AND PATCHINcS NECESSARY FOR INSTALLATION OF HIS WORK. B. OBTAIN WRITTEN PERMISSION OF ARCHITECT AND cSENERAL CONTRACTOR BEFORE PROCEEDINcS WITH ANY CUTTINcS OR PATCHINcS OF STRUCTURAL SYSTEMS, NCLUDINcS FLOOR SLABS. C. PAINT PANELBOARD AND TERMINAL ENCLOSURES WITH THO COATS SEMl-cSLOSS ENAMEL IN COLOR MATCHING ADJACENT HALL. REFINISH MARRED OR DAMAcSED FACTORY FINISHED EQUIPMENT. D. CONNECT ALL CONTRACTOR AND OHNER FURNISHED EQUIPMENT AND PROVIDE AND INSTALL REQUIRED DI5CONNECTIN6 MEANS. E. RESTORE ALL DAMAcSE RESUL TINcS FROM YOUR HORK AND LEAVE PREMISES IN CLEAN CONDITION HHEN FINISHED HITH WORK. ----fh-r4-r4-fl ____ CONDUIT, CONCEALED; fAIALL OR CEILIN6 CROSS LINES INDICATE NO. OF 1112, lill26ND. NO CROSS LINES INDICATES 2#12, l#l26ND., U.O.N. -CONDUIT, CONCEALED; FLOOR OR UNDER6ROUND --------- - - - ----CONDUIT, EXPOSED -CONDUIT, EXISTING -X --X-~ . X--CONDUIT, EXISTIN6, TO BE REMOVED M ----MODULAR HIRINrS HHIP-FOR MASTER SLAVE LIGHTIN6 FIXTURES -T -TELEPHONE SYSTEM CONDUIT-3/4"C. 1-U/C--I I-T --1 -IT] @J @ C}J §cc (l= FLUORESCENT FIXTURE, RECESSED FLUORESCENT FIXTURE, SURFACE RECESSED DOHNLl<SHT lJNDERCOUNTER TASK Ll<SHT TRACK LI6HT HALL MOUNTED/BRACKET FIXTURE FIXTURE DESl<SNATION LIGHT SHITCH, S.P.S.T. + 48" MAXIMUM Ll<SHT SNITCH, 3-fAIAY + 48" MAXIMUM SUBSCRIPT LETTER ADJACENT TO SYMBOL INDICATES CONTROL PANELBOARD TRANSFORMER MOTOR -I HP OR ABOVE MOTOR -FRACTIONAL HP DISCONNECT SHITCH, FUSED UNLESS OT+·IERWISE NOTED DUPLEX RECEPTACLE, 20A, I25V, 6ROUNDED + 18" MINIMUM DUPLEX RECEPTACLE W eROUND FAULT CURRENT INTERRUPTOR +18" MINIMUM PLU<SMOLD HITH RECEPTACLE AND TEL./DATA OUTLET LOCATION. PROVIDE COVER, DIVIDER AND END FITTIN6 COMPLETE. HIREMOLD SERIES 4000 ..... GLUMAC ~ @:: ()-1 Q) Q)-, IKKI IRDI @ ® © CD [EH ®-l 12] !rZH • 0 <j) e 11231 NUMBER ADJACENT TO SYMBOL INDICATES CIRCUIT ON PANELBOARD 2 DUPLEX RECEPTACLES MOUNTED UNDER COMMON PLATE +18" MINIMUM MANUAL FRACTIONAL H.P. MOTOR DISCONNECT SHITCH H/THERMAL OVERLOAD. SPECIAL OUTLET, AS NOTED JUNGTION BOX, (4SQ) CEILING OR HALL MOUNTED KIRK -KEY INTERLOCK ROLL-UP DOOR CONTROL PANEL. FURNISHED BY MANUFACTURER. CONNECT BY E.C. ROLL-UP DOOR PUSHBUTTON. FURNISHED BY MANUFACTURER. INSTALL AND CONNECT BY E.C. +48"AFF TELEPHONE OUTLET-4"5Q X I l/2"D BOX HITH I 6AN6 RIN6, COVER PLATE AND 1/2" CONDUIT HITH PULL STRINrS STUBBED UP INTO CEILIN6 SPACE. HALL MOUNTED +I8"AFF COMBINTION TELEPHONE/DATA OUTLET-4"SQ X 2 l/2"D BOX H/ I 6AN6 RIN6, COVER PLATE AND 3/4" CONDUIT HITH PULL STRIN6 STUBBED UP INTO CEILIN6 SPACE. fAIALL MOUNTED +I8"AFF FIRE ALARM SMOKE DETECTOR FIRE ALARM HEAT DETECTOR FIRE ALARM DUCT SMOKE DETECTOR FIRE ALARM DUCT DETECTOR REMOTE INDICATOR FIRE ALARM MANUAL PULL STATION FIRE ALARM CHIME HITH ADA STROBE STROBE VISUAL +80" MAX. FIRE ALARM ADA STROBE, +80" MAX. TELEVISION OUTLET-4"SQ X I l/2"D BOX HITH CONDUIT STUBBED UP IN CEILIN6 SPACE DENOTES OUTLET ABOVE SPLASH FEEDER TA6 SHEET NOTE TA6 MECHANICAL EQUIPMENT DESl<SNATION ROOM NUMBER T A6 IN 6ENERAL -DASHED SYMBOLS DENOTE EXISTIN6 TO REMAIN SYMBOLS INDICATED ABOVE MAY NOT NECESSARILY APPEAR AS PART OF THESE DRAHIN6S IF NOT REQUIRED. ELECTRICAL ABBREVIATIONS AC AL TERNA TINe CURRENT I.C INTERCOM PHONE Ne AIR CONDITIONER 1.6 ISOLATED eROUND A.F.F. ABOVE FINISHED FLOOR J-BOX ..IJNC TION BOX AH AIR HANDLER KVA KILOVOLT-AMf'S A.I.C. AMPS INTERRUPTIN6 CURRENT LT6 LleHTINe AMPA AMPERE L.V. LOW VOL TAeE ATS AUTOMATIC TRANSFER SWITCH MAX MAXIMUM BLDe. BUILDIN6 MCC MOTOR CONTROL CENTER c. CONDUIT MFR. MANUFACTURER CAB. CABINET M.H. MOUNTIN6 HEl6HT C.B. CIRCUIT BREAKER MTD. MOUNTED CCTV CLOSED CIRCUIT TELEVISION N.F. NON-FUSED CKT. CIRCUIT N.I.C. NOT IN CONTRAGT Cle. CEILIN6 N.T. Nl6HT TIME c.o. CONDUIT ONLY O.A.N. OR AS NOTED COL. COLUMN o.c. ON CENTER CONT. CONTINUED O.L. OVERLOAD DF DRINKIN6 FOUNTAIN PA. PUBLIC ADDRESS DIA. DIAMETER P.E. PHOTOELECTRIC DISC. DISCONNECT PNL PANEL DISTR. DISTRIBUTION PWR POWER D.T. DAY TIME ReS RIGID 6ALVANIZED STEEL owe. DRAWIN6 RM. ROOM E.F. EXHAUST FAN R.T. RAIN Tl6HT ELEC. ELECTRICAL SW. SWITCH E.P. EXPLOSION PROOF SH1BD. SWITCHBOARD EWC. ELECTRIC WATER COOLER T.C. TIME CLOCK EXIST., (E) EXISTIN6 TEL TELEPHONE EXO. EXTERNALLY OPERATED T.0.S. TOP OF STRUCTURE EXT.LOG. EXTERIOR LOCATION TYP. TYPICAL F. FIXTURE u.o.N. UNLESS OTHERWISE NOTED F.A. FIRE ALARM U.G. UNDERGROUND FL. FLOOR V VOLT GFI GROUND FAULT INTERRUPTER V.L. VERIFY LOCATION e. 6ROUND V.P. • • VAPOR PROOF H.P. HORSE POWER w WIRE H.V. Hl6H VOL TA6E WI WITH HZ HERTZ WO WITHOUT H.P WEATHERPROOF C-3004-DD APPROVED lJTILITIES YARD SITE AND BUILDING IMPROVEMENT -PHASE II ,_,;_,LP;;, INTERNATIONAL 20NSULTING ENGINEERS 50 CORPO,ATE PARK SUITE 'CO / IR~,E CA 92714 TEL 714-833-8190 F;.X 7'4-833-0252 PROJ. #'l6-I81X2 l-----+--~l--------------i-----111"TIESV R.C.E. NO. 46214 SYtv180LS AND NOTES l-----+---+--------------t----1DATE !> ·S-'I, DATE 3Y DESCRIPTION APP'D 1-----+--~-------------1----1JESIGNED DRAWN c1TY oF NEWPORT BEACH W-5257-S r E0.1 REVISIO\JS CHECKED DATE APRIL 25, 1997 PUBLIC WORKS DEPARTMENT SHEET 52 OF 65 s z I 0 r 0 D 8 m 0 " :c a 'O m 0 " :c " ~ < z 0 ~ z w ~ D ' ~ " b ,; D z _rn 0 l> C 2l :c z " 'O \; z I 0 r 0 D 8 m 0 " :c 0 'O m 0 " :c m ~ ' z a C z < w ~ D ~ ;; b ,; D z "' 0 l> r ~ 0 D z " 0 .,, ~ ~ z I 0 r 0 " 8 m 0 D :c 0 'O m 0 D ~ m < z a C z • C ~ • D ' jj " b ,; D z rn 0 l> C m □ :c z " 'O ~ z I 0 r 0 :c n l'I 0 " ~ □ m 0 " ~ ~ V, z 6 C z < w m • " □ ( " jj " 0 < • " z .m [ 0 [ l> C ll LIGHTING FIXTURE SCHEDULE I LIGHTING COMPLIANCE SUMMARY Part 2 of 2 L TG-2I CERTIFICATE OF COMPLIANCE -Lighting Part 1 of 2 LTG-1 LAMPS PROJECT NAME CITY OF NEWPORT BEACH -PHASE II DATE 1 /31 /97 FIXTURE MANUFACTURER FIXTURE I PROJECT NAME CITY OF NEWPORT BEACH -PHASE II I DATE 1/31/97 I TYPE SYMBOL AND CAT. NO. DESCRIPTION VOLTA<SE No.I 11HATTS11 REMARKS PROJECT ADDRESS CITY OF NEWPORT BEACH TYPE u ,; z I D r □ Building Permit # ACTUAL LIGHllNG POWER PRINCIPAL DESIGNER -ELECTRICAL PAUL WAGNER =·(714) B33-8190 A D PRUDENTIAL 2'X4' -3 LAMP FLUORESCENT 211 3 F32T8/ q3 DOCUMENTATION AUTIHOR LAM vu TEL.(714) B33-8190 Checked b~~ote LUMINARE NUMBER OF WATTS/LUMINAIRE CEC DEFAULT TOTAL Enforcemen ~Agency Use #P-8623-48RS-C TE-RH-Ll6HTIN6 FIX11.!RE HITH 3/4" SP35 NAME DESCRIPTION LUMINARIES (lncludlng Ballast) y N,t WATTS PH4S (PARACUBE IV) CELL SPECULAR LOUVER A 2' K 4' -3 LAMP FLUOR. 3 93 □ ~] 279 GENERAL INFORMAllON LITHONIA OR COLUMBIA MOUNTED IN SPRIN6 LOADED AM & AS 2' X 4' -3 LAMP MASTER/SLAVE 7 PAIRS 189W/PAIR □ ~ 1323 Dl'iATE OF PLANS I BUILDING CONDITIONED FLOOR AREA EQUAL HINiSED AND LATCHED DOOR □ ~ 1 31/97 4512 SQ. FT. FRAME. STATIC FIXTURE FOR 8 4' LONG SURFACE WRAPAROUND 2 63 126 BUILDING TYPE I:><] NONRESIDENTIAL □ HIGH RISE RESIDENTIAL □ HOTEL/MOTEL GUEST ROOM MOUNTIN6 IN T-BAR CEILIN6. PROVIDE 120V AT C DOWN LIGHT 1 57 □ 18:l 57 PHASE OF CONSTRUCTION □ NEW CONSTRUCTION □ ADDITION ~ ALTERATION ELECTRONIC BALLAST. 120V BUILDING 1F8 ONLY F1 4' LONG STRIP 5 63 □ ~ 315 METHOD OF LIGHTING □ ~ □ □ PERFORMANCE COMPLIANCE COMPLETE BUILDING AREA CATEGORY TAILORED LJ PRUDENTIAL SIMILAR TO TYPE "A" EXCEPT 3 126 F2 8' LONG STRIP 8 126 □ 18] 1008 AM #P-8623-48RS-C TE-RH-211 F32T8/ □ ~] HITH 2-2 LAMP BALLASTS. SP35 G 4' LONG UNOER COUNTER 3 63 189 PH4S !PARACUBE IV)- MASTER FIXTURE. □ D STATEMENT OF COMPLIANCE MASTER This Certificate of Compliance list the building features and performance specifications needed to comply with Title 24, LITHONIA OR COLUMBIA PROVIDE 120V AT □ Cl Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. EQUAL 120V BUILDIN6 IF8 ONLY T 0 m □ 0 " D 0 " m □ " D rn !'; < z a C z ?: rn m " □ " jj ~ " ;;; " ,m 0 l> C ~ □ D ~ □ Cl The documentation preparer hereby certifies that the documentation 1s accurrate and complete. PRUDENTIAL I ,0J;~ 107 AS D SIMILAR TO TYPE "A" EXCEPT 211 3 F32T8/ □ Cl P~~~m~mation Author I Signature #P-8623-48RS-C TE-RH-63 PH4S (PARACUBE IV)-HITH 1-2 LAMP BALLAST. SP35 □ □ The Principal Lighting Designer hereby certifies that the proposed building design represented in thrs set of construction SLAVE SLAVE FIXTURE. □ □ documents is consistent with the other compliance forms ond worksheets, with the specifications, and with any other calculations submitted with this permit appllcotion. The proposed building hos been designed to meet the llghting LITHONIA OR COLUMBIA PROVIDE 120V AT □ □ requirements contained in sections 110, 119, 130 through 1.:52, and 146 or 149. EQUAL 120V BUILDIN6 IF8 ONLY Please check one: B I n I LITHONIA l'X4' - 2 LAMP FLUORESCENT 211 3 F32T8/ 63 □ □ IZI I hereby affirm that I om eligible under the provisions of Division .:5 of the Business and Professions Code to sign thfs #SPF-B-232-Al2125-LIGHTING FIXTURE HITH Al2.125 SP35 □ □ document ms th<'! person responsible for its preparation; and that I om a civil engineer, electrical enginel!r, or architect. 211-<SEBIO ACRYLIC PRISMATIC LENS □ □ □ I affirm that I am ellglble under the exemption to Division 3 of the Business and Profe~slons Code by Section 5537.2 of MOUNTED IN SPRING LOADED the Business and Professions Code to srgn this document as the person responsible for its preparation; cmd that I om o HINGED AND LATCHED DOOR SUBTOTAL FROM TIHIS PAGE 3297 licensed contractor preparing documents for work that I have controcted to perform. FRAME. STATIC FIXTURE FOR PLUS SUBTOTAL FROM CONTINUATION PAGJ; -□ I affirm that I am elfglble under the exemption to Division .:5 of the Business and Professions Code by Section MOUNTING IN GYPBOARD of the Code to slgn this document as the person responsibll! for its CEILING. ELECTRONIC BALLAST. PROVIDE 120V AT LESS CONTROL CREDIT WATTS preparation; and for the following reason: 120V BUILDIN6 #8 ONLY (From LTG ~i) - -C 0 LITHONIA 1"<P (NOM.) APERTURE-2-26H-211 2 F26DBX/ 51 tolf not using the CEC Default value, please provide supporting documentation ADJUSTED ACTUAL WA n; 3297 PRINCIPAL LIGHTING DESIGNER -NAME SIGNATURE UC. No. DATE 1FL6F2/26DTT /1RH/ DOUBLE TWIN 11.!BE LAMP -SPX35/4P PAUL WAGNER E14D18 1 /31/97 TT3 COMPACT FLUORESCENT DOHN I ALLOM:D LIGHTING POWER (Choose One Method) I PRESCOLI TE OR LIGHT HITH CLEAR ALZAK LIGHTOLIER EQUAL REFLECTED AND TEMPERED COMPLETE BUILDING METHOD CORNING PRISMATIC LENS. ELECTRONIC BALLAST. HHITE I 11 p~~~ I COMPLETE ALLOWED BUILDING CATEGORY (From Tobie 2-5.3M) BLDG. AREA WATTS LIGHTING MANDA TORY MEASURES TRIM. Indicate location on plans of Note Block for Mandatory Measures I E0.2 I - D 2 HO LOP HANE EXTERIOR HALL PACK HITH 10H 120 I LU10/ 86 AREA CAllEGORY METHOD IFHP2N010HP/126R HPS LAMP AND THERMAL SHOCK MED INSTRUCTIONS TO APPLICANT RESISTANT PRISMATIC AREA CATEGORY (From Tobie 2-53N) WATTS AREA ALLOV.ED PER SF (SF) WATTS For detailed instructions on the use of this and all Energy Efflcrency Standards compliance forms, please refer to the BOROSILICATE REFRACTOR. OFFICE 1.6 4152 6643 Nonres1dent1al Manual publrshed by the California Energy Commission. 6RAY FINISH. LTC-1: Required on plans for all submlttals, Port 2 may be lncorporoted In schedules on plans, L TG-2: Required for all submlttals. LTG-3: Optional. Use only if lighting control credits ore given. PRUDENTIAL 4' LONS - 2 LAMP STRIP Ll&HT W L TG-4: Optional. Use only If Tailored Method is used. Parts 2 ond 3 used only If oppllcoble. IFp-202-48RSE-C TE-211 211 2 F32T8/ 6B Fl f-FI--, HIREGUARD, CHAIN HANGER AND SP35 Nonresidential Com'Dliance Form J'lll,'IJ 1995 LITHONIA OR COLUMBIA CONNECTOR FOR CONTINUOUS EQUAL ROH APPLICATION. ~ z I □ 6 " n m 0 □ " D □ " m 0 " ~ 0 < z 0 C z ?: rn m " 0 ' ~ u l> I z m n ~ 2i D z ► ELECTRONIC BALLAST. ~ 6643 T-24 MANDATORY MEASURES -LIGHTING HHITE FINISH. TOTALS WATTS A F2 f-F2--/ PRUDENTIAL 8' LONG - 4 LAMP (2 LAMPS PER 126 ON/A Building Llghtln~ 5hut-off 211 4 F32T8/ The bvlldlng Ilg ting 5hut-off 5ystem e,onslsts of an automatic. time: sw1tc.h, IFP-202-<!6RSE-CTE-211 4 FOOT) STRIP LIGHT HITH SP35 TAILORED OR PERFORMANCE METHOD 1,,1lth a zone for eae,h floor: or the bulldlng Is separate!~ metered and less LITHONIA OR COLUMBIA HIRE<SUARD, CHAIN HANSER AND than 5,000 sq. H.; exempt from the shut-off requirement. EQUAL CONNECTOR FOR CONTINUOUS DN/A override for Bulldlng Llghtln~ 9-iut-off ROH APPLICATION. ELECTRONIC 0 TAILORED □ PERFORMANCE TOTAL ALLOWED WATTS I I The outomatlc. buJldlng shut-a f system Is provide with a manual. accessible BALLAST, HHITE FINISH. (From L TG-4 or from computer run) :?verr1de swltc.h fn sight: of the llght5. The area of override Is not to exceed 5,000 sq. ft. PRUDENTIAL ON/A Automatic.. Control Devlc;.es Certified 4' LONG - 2 LAMP UNDERCOUNTER 211 2 F32T8/ 63 Nonresidential Com1'lia.nce Form .December 1991 All automotlc control dev:ces specified ar-e certified, all alternate equipment G 1-U/C-i #PH<S-I02-48RSE-C TE-211 STRIP Ll6HT. HHITE FINISH. SP35 shall be c.ertrfled and ln5talled as directed b~ the manufac.turer. LITHONIA OR COLUMBIA ELECTRONIC BALLST. □✓ EQUAL Flvorescent Ballast crici l-vmlnarles Certified All fluoresc.ent fixtures specified for the project are c;.ertlfled and listed In the Directory. All Installed flxb.!"es shall 00 certified. o ✓ Tandem Hlrfn~ for Two-Lamp Ballasts All one and t ree lamp fluoresc.em:: fixtures are tandem wrred with two (2) lamp ballast where required b~ Stanc:ards Sect/en 132; or all ::hree !amf. fluoresc..ent r'lxture.5 are 5pec! led Hlth elec.tronlc. hlgh-freqc1enc.y ballas s ond are exempt from tr10-lan-p tandem J.,,.Jlrlng requirements. o ✓ lndlvldua I Room/ Area Gontrolei Each room and area In thl5 bvlldlng 15 equipped J.,,.Jlth a separate s1-,l'tch or occupcmc.~ sensor devic.e for each area with "'loor-to-c.erling wolls. o ✓ Uniform Reduction for lndlvldval Rooms TI ,; z I D r □ " 0 m 0 0 " D 0 " m 0 -i " D rn § ' < z ' ~ z -j D All rooms and area greater than IOOsp. ft. and ~ore than 1.2 Hatts per square foot of llghtln9 load shall be controlled i.-..lth bl-level swltc.h for unfform r-eductlon of llghtlng Hlth the room. ' m " 0 ' jj g ~ " o ✓ Dayllt Area Gontrol Al' rooms with HlndOH5 and sk~lrghts, that are g"eater r:han 250 s§ ~t., and that alloH for the effective vse of daylrght 'n the area shall have 0% of the lamp In each dayllt area controlled by a separate s;,.,1ltc.h; or the effec.l:lve U5e of dayll~ht through cannot be ac.compllshed bec.ause the vslndaHs are contrnuosl~ s aded by a bulldrn9 on the adjacent lot. diagram of 5hadlng during dif erent times of year 's ·ncluded on plans. .m 0 p C ~ 0 D ~ o ✓ Contra I of Exterior Lights Exterior mounted fixtures are :ierved from the ~le:Gtrlcal panel Jnslde the bufldlng and controlled Hith a directloral photo Gell control on the r-oof and a corresponding rela~ In the electrlc..al panel. TI ,; z I D r D C-3004-00 APPROVED UTILITIES YARD SITE AND BUILDING 1-1..l..Ji,) l I IMPROVEMENT -PHASE II ---GLUMAC " 0 m 0 0 " D 0 TI ~ 0 D D "i ' z a C z ?: rn m • " 1u,,s v R.t.,. NO. 46214 TITLE 24 AND INTERNATIONAL CONSULTING ENGINEERS SCHEDULE 60 CCRPCRATE PARK SUITE 100 / IRVINE CA 92714 DATE ~-~~"I, TEL 714-833-8190 FAX 714-833-0252 a ' jj , " $ " z /TI n l> C T DESIGNcD DRAWN CITY OF NEWPORT BEACH PRO.J. IF<f6-181X2 DATE 3Y DESCRIPTION APP'D W-5257-S E0.2 0 RC:VIS ONS CHECKED DATE PUBLIC WORKS DEPARTMENT APRIL 25, 1997 SHEET 53 OF 65 r,-J ------------------------------- (E) MAIN SHITCHBOARD "MSB" --- (MAIN ELECT. ROOM) 8OOA-211 /48OV-3<P-4H (ClJTLER HAMMER TYPE "ES" Sv,!BD HITH EATON-CUTLER HAMMER C/B'S) ' L I (E) 40A/3P )FH 1. (E) 15OA/3P )J T (E) 125A/3P )J >-----< M (E) tE) ~~E~O~~ - -~ 7 _, 7 I 200A/5P& I I (E) ~ i:i() l~A~ I JI _J I --- - - ----- - - - - - - - - - - - - - - ---- - - - - - --+-----~----I (E) (E) XFMR "TS" -----1 u .AJ 7 15KVA-48O-12O/2O8-I ~~I a,-4a ~'-T" (E) (E) bOA/3P) MAIN I (E)PANEL (E) -------- -""?'" L I (E) 5OA/3P ) ---- (E) ,--7 I I / -+-(E) 6OAS/3P I L --__J (E) 4OAF !REPLACE~ CON:)UIT AND I I HIRIN9 1'11TH NEH 2"G-4419/0, llt46ND -C/B FRAME SIZE I """1. (Tr'P.) <E! L - - -7 J. .. ,., (C) a-rm. aEN. I RECEPTACLE HITH !'EH J I 200A-2111"'80V-:!I~ 91:) I ----_I ---I ~~=A;~. I -(E) 125N3P I) PROVIDED B'I" eENERATOR , SUPLLIER ~7E~~p\:y ~ -7 L ________ _J 1OA/3P --!E) PANEL "LI" (BLDG #1) PANfl ~ - 225A-211/48OV-3<P-4H -------G.E. Tr'PE NHB e!>---RE-USE (E) I 1/2" U.G.G. REMOVE (E) v,IIRING AND REPLACE HITH NEJ,,i 4#4, l#BGND (E) ~ (E) XFMR "T6A" 5KVA-24OX48O-12OX24O-I <P-3H (E)PANEL IIP6AII (E) I l/4°C.-31MJ ------"" (APPROX. LEN9TH • I10FT) ,;---r;-, -,-, -XB-R "T6B" -!E) XFMR "T2B" ',----,_ -- ~ 4 (_E_.~==_ 3OKVA-48O-l2O/2O8V-3<P-4v,i L~s::!I SOKVA--480-120/2o&V-3~ "-Y' 1.) I I 112•~ llt68ND ---F l/2"C.-lt1619HD (E) (APPROX. LEN9TH,. 3FT) ,.., TO GOLD HA.TER PIPE AND eu,e STEEL FR!H: ' 1~1=AN"1• "-"2B"/ _A PANfl "P26" . IOOAS,-1-- IOOAF'-t---·n I -FIJ5ED Dl5GONtEGT !!IHITGH MOlM1l'ED NEXTTOXFMR .!.------17 l/2"G-4#2, I-e.sNC> (APPROX. LENeTH • 20FT) PNfEI "P6B" NOTES RE6ARDING SIN6LE LINE DIAGR.AM: I. LIGHT DRAHIN6 LINES DENOTES (E) CONDITIONS. 2. DARK DRAHING LINES DENOTES NEH CONDITIONS. 3. DARK CROSSLINES OVER LIGHT DRAHING LINES DENOTE EXISTING TO BE REMOVED. SINGLE LINE DIAGRAM 0 CONFIRM ALL (E) TRANSFORMER 6ROUND. PROVIDE NEH 6ROUND PER CODE IF MISSING. ~ MODIFY (E) KIRK KEY AS NECESSARY TO RENDER SAME FUNCTION AS BEFORE. SHEET NOTES: A REPLAGE (E) GIRCUIT BREAKER HITH NEH GIRCUIT BREAKER HITH "-1/ FRAME SIZE TO MATCH EXISTING. PROVIDE HARDv,!ARE TO SUIT. <?) REPLACE (E) PANEL HITH NEH PANEL AT SAME LOCATION. INSTALL NEH PANEL HITH RIGHT EDGE ALIGNED HITH LEFT EDGE OF EXISTING TRANSFORMER TO PROVIDE FRONT CLEAR AREA. INTERCEPT AND REGONNECT ALL (E) CONDUITS AND GIRGUIT SERVING (E) EQMT. MOVE/MODIFY (E) CONDUITS AND/OR ELECT. EQMT. AROUND PANEL TO SUIT. KEEP A v,iORKING CLEARANCE OF 3O"H X 36"D IN FRONT OF OPER N.E.G. ~ PROVIDE AL TERNA TE BID FOR THIS V'lORK. C-3004-00 APPROVcD ---GLUMAC -1 J ./!Ji UTILITIES YARD SITE AND BUILDING IMPROVEMENT -PHASE 11 INTERNATIONAL CCNSUL ]NG ENGINEERS 60 CORPORATE PARK SUITE 100 / IR~NE CA 92714 ]E'. 714-833-8190 FAX 714-833-0252 PROJ. #"16-181X2 t-------+---+--------------+----lur-lTIEUR R.C.E. NO. 46214 SINGLE LINE DIAGRAM 1------+---+--------------+----JIDATE S •$ .,-, t---6_-_4_-"1_1--+_SH_f"ffi=l~P_ER_M_IT_B_A_C_K_C_H_E_G_K ____ ___:,o=0 s=1G=N=rn~~o=R~AWN~-----1!--------------~---~T---1 DA]E BY DESCRIPTION APP'D CITY OF NEWPORT BEACH W-5257-S E0.3 REVISIONS CHECKED DATE APRIL 25, 1997 PUBLIC WORKS DEPARTMENT SHEET 54-OF 65 PANEL BOARD SC,HEDULE PANELBOARD SC,HEDULE PANELBOARD SC,HEDULE PANa "L6" 100 AMP [X]2TI/4O8V 3PH 4H NEMA l[X] 12/BR( l PANEL "P2S" 225 AMP [X]l2O/2O8V 3PH 4H NEMA l[X] 12/3R[ ] (E) PANEL "P3" 225 AMP fj]l2O/2O8V 3PH 4H NEMA l[X] 12/BR[ ] MOUNTIN6 [ ]FLUSH [Xl5URFAGE [X]LUG5 ONLY [ ]MAIN BREAKER MOUNTINe [ ]FLUSH [X]5URFAGE [X]LUG5 ONLY [ ]MAIN BREAKER MOUNTIN6 [ ]FLUSH [Xl5URFAGE l-ue5 OE!IJIIll=E!il]l!l-~REAKER (E)l25A/BP M/B C s; z I 0 GKT DE5GRIPTION/LOGATION BRKR PLS Aph Bph Gph LTS RCP AC, MSC-KIT CKT DESCRIPTION/LOCATION BRKR PLS Aph Bph Gph LTS RC,P AG MSG KIT GKT DESGRIPTION/LOGATION BRKR PLS Aph Bph C,ph LTS RGP AG MSG KIT • I LTS 20 I 2200 26 I (E) L TS -EXTERIOR 20 300 4 I (E) REGEPT. (E)20 I 1080 b • 3 LTS 20 I 2400 18 3 (E) REC-EPT. 20 120 4 3 (E) REGEPT. (E)20 I 1080 b • 5 LTS 20 I 3300 21 5 (E) REC-EPT. 20 540 3 5 (E) TELE. REC,EPT. (E)20 I 1080 2 1 SPARE 20 I 0 1 (E) REC-EPT. 20 120 4 1 (E) REGEPT. (E/2O I 1080 b q SPARE 20 I 0 q (E) REGEPT. 20 540 '3 " (E) REC,EPT. (E)20 I 1080 b II SPARE 20 I 0 II (E) REGEPT. 20 120 4 II (E) EXT. LTS (E)20 I 'loo 12 13 SPARE 20 I 0 13 (E) REC-EPT. 20 540 '3 13 (E) EF-1 (E)20 I 500 I 15 SPARE 20 I 0 15 (E) REC-EPT. 20 120 4 15 (E) SHOP HEATER (E)20 I 500 I 11 SPARE 20 I 0 11 (E) REC-EPT. 20 540 3 n (E) SHOP REFRJG. (E)20 I 300 I l'l SPARE 20 I 0 l'l PLU<9MOLD 20 1000 2 1'1 SPARE (E)20 I 0 21 /EJ XFMR "TbA" 20 2 120 4 • 21 PLU<9MOLD 20 1000 I 21 SPARE (E)20 I 0 23 (E) XFMR 11T6A11 I I 360 2 • 23 PLU<9MOLD 20 1000 2 23 SPARE (E)20 I 0 2 (EJ L T5 20 I 200 4 • 25 REGEPT. 20 120 4 25 SPARE (E)20 I 0 4 (EJ TIMEGLOC,K 20 I 0 I • zr REGEPT. 20 540 3 21 SPARE (E)20 I 0 b SPARE 20 I 0 • 2'l REC-EPT. 20 540 3 • 2'l EXT. LT (E)20 I 300 4 8 SPAC,E --0 • 31 REGEPT. 20 360 I 2 (E) REC,EPT. (E)20 I 1080 b 10 SPACE --0 • 33 REGEPT. 20 360 I 4 (E) REC-EPT. (E)20 I 1080 b 12 SPACE - -• 35 REC-EPT. 20 360 I 6 (E) REC-EPT. (E)20 I 1080 b 14 /EJ ROLL -UP DOORS 30 3 500 3 • '31 UH-I 20 240 I 8 (E) H.H. (E)20 I 1600 I 16 (E) ROLL-UP DOORS I I 500 3 • 3'l TEST EQMT 20 2 1500 I 10 (E) NG-11A (E)3o 2 2000 I 18 (E) ROLL-UP DOORS I I 500 3 41 TEST EQMT I I 1500 I 12 (E) NC-llA I I 2000 I • 20 XFMR "T6B" 10 3 €>640 0.06 0.-rl 0.23 2 (E) DOORS 1,2,3 15 3 150 3 14 (E) TIME C,LOC,K NC,. (E)20 I 180 I • 22 XFMR "T6B" I I 6500 0.06 0.11 0.23 4 (E) DOORS l,2,3 I I 150 3 1€> SPARE (E)20 I 0 • 24 Xt=MR "T6B" I I 8180 0.06 0.11 0.23 6 (EJ DOORS 1,2,3 I I 150 3 18 SPAPJ: (E)20 I 0 8 (EJ DOORS 4;,p 15 3 150 3 20 SPARE (E)2O I 0 PANEL C,ONNEC,TED LOADS / PHASE '1540 10120 12340 HleH LEe AMPS = 45 10 (E) DOORS 4;,p I I 150 3 22 SPARE (E)20 I 0 PANEL C,ONNNEGTED LOAD 32000 VA 3'l AMP <131'1 16211 4<104 1500 0 12 (E) DOORS 4;,p I I 150 3 24 SPARE (E)20 I 0 14 (E) DOOR 1 20 3 350 I • 26 ROLL-UP DOOR 20 3 400 I 1.25 X CONTINUOUS LOADS 11124 16 (E) DOOR 1 I I '350 I • 28 ROLL-UP DOOR I I 400 I 1.0 X MISC LOADS 4<104 1500 18 (EJ DOOR 1 I I 350 I • 30 ROLL-UP DOOR I I 400 I 1.0 X 1ST IOkH REC,EPT @ 100 vA 10000 • 20 REGEPT. -TEST 20 3 600 I .5 X REMAINDER REC,EPT 310'1 • 22 REC,EPT. -TEST I I boo I PANEL CONNECTED LOADS/ PHASE 5'120 6140 6060 HIGH LEG AMPS a 51 h5 X KITCHEN EQUIPMENT LOADS 0 • 24 REGEPT. -TEST I I 600 I PANEL GONNNEGTED LOAD 18120 VA 50 AMP 1200 8640 6100 2180 0 .25 X LARGEST MOTOR LOAD 0 • 26 RECEPT. -TEL. 20 I 360 I r 0 " n 8 0 ~ CD 0 m 0 B " ID !'i < 2 □ C z < m m " D ' ~ " > " z '" 11 C 2l CD z " 28 SPARE 20 I 0 1.25 X C,ONTll>l!OUS LOADS 1500 30 SPARE 20 I 0 1.0 X MISC LOADS 6100 2180 TOTAL DEMAND LOAD 31256 VA 58 AMP 11124 1310'1 4'104 1500 0 52 SPARE 20 I 0 1.0 X 1ST IOkvs REGEPT@ 180 vA 8640 34 SPARE 20 I 0 .5 X REMAINDER REGEPT 0 NOTES, 3€> SPARE 20 I 0 .65 X KITCHEN EQUIPMENT LOADS 0 I) PROVIDE HITH NEUTRAL BAR AND eROUND BUS. 38 SPARE 20 I 0 .25 X LARGE!;T MOTOR LOAD 0 2) "•" INDIGATE5 NEH LOAD. 40 SPARE 20 I 0 42 SPARE 20 I 0 TOTAL DEMAND LOAD 18420 VA 51 AMP 1500 8640 6100 2180 0 PANEL CONNECTED LOADS/ PHASE €>6'10 1890 1650 HleH LEG AMPS e 65 PANEL C,ONNNEC, TED LOAD 22110 VA 62 AMP 900 11200 240 10950 0 NOTES, I) "•" INDICATES NEl'I LOAD. 1.25 X CONTINUOUS LOADS 315 2) REPLAC,E 3 EXISTING 2ONIP C,/B'5 IN 5PAC,E #26/28/BO HITH NEH 2OA/BP C,/B. 1.0 X MISC-LOADS 240 10350 1.0 X 1ST IOkH REC-EPT @ 180 vA 10000 PANELBOARD 5GHEDULE .5 X REMAINDER REGEPT €>40 (E) PANEL "PbA" 125 AMP [X]l2O/240V IPH 31'1 NEMA l[X] 12/BR( ] h5 X KITCHEN EQUIPMENT LOADS 0 MOUNTIN<9 [ ]FLU5H [X]SURFAGE [X]LUG5 ONLY [ ]MAIN BREAKER .25 X LARGEST MOTOR LOAD 0 CKT DESGRIPTION/LOGA TION BRKR PLS Bph Gph LTS RC,P AC, MSC-KIT TOTAL DEMAND LOAD 21605 VA w AMP 315 10€>40 240 10350 0 I (E) REC,EPT. (E)20 I 360 2 PANEL BOARD SCHEDULE 3 (EJ REC,EPT. (E)20 I 3€>0 2 NOTE, (E) PANEL "PS" 100 AMP [X]l 2O/2O2>V 3PH 41'1 NEMA l[X] 12/'3R[ ] 5 5PAGE --0 I) "•" INDIC,ATES NEH LOAD. OTHER LOADS ARE (E) -RECONNECT. MOUNTING [ ]FLUSH [X]5URFAC,E [X]Lue5 ONLY [ ]MAIN BREAKER (E)&OAIBP 1 5PAGE --0 2 /E) RECEPT. (E)20 I 960 2 C,KT DESCRIPTION/LOCATION BRKR PLS Aph Bph Gph LTS RGP AG MSC-KIT 4 SPACE --0 6 5PAGE --0 I (E) REGEPT. -TEL. (E)20 I 360 2 8 SPAC,E --0 3 (E) REGEPT. (E)20 I 560 2 5 W EXTERIOR L TS (E)20 I 360 2 PANEL CONNECTED LOADS / PHASE 120 3€>0 0 HIGH LEG AMPS• (;, 1 TIME GLOGF: (E)20 I 100 I PANEL GONNNEGTED LOAD 1080 VA 5 AMP 0 1080 0 0 0 q (E) SPA.RE /EJ2o I 0 PANELBOARD 5GHEDULE II (EJ SPA.RE (E)2O I 0 1.25 X CONTINUOUS LOADS 0 (E) PANEL "L3" 225 AMP [X]2TI/480V 9PH 4V'I NEMA l[X] 12/BR[ ] 13 SPARE 20 I 0 1.0 X MISC-LOADS 0 0 MOUNTINS [ ]FLUSH [X]sURFAGE [ ]LUes o(lilt!IJ<c!!!I]t"!-"IIN ~E!RBREAKER (E)2OOA/'3P M/B • 15 REGEPT. -EMERG. <9EN. 20 I 360 2 1.0 X 1ST IOkH REGEPT @ 180 vA 1080 • 11 REC-EPT. -EMERG. GEN. 20 I 3€>0 2 .5 X REMAINDER RECEPT 0 GKT DESCRIPTION/LOCATION BRKR PLS Aph Bph Gph LTS RC,P AG MSC-KIT 1q SPACE --0 .65 X KITCHEN EQUIPMENT LOADS 0 21 SPACE - -0 .25 X LARGEST MOTOR LOAD 0 I (E) SARA5E 308 (E)20 I 2000 I 2B SPACE --0 5 (E) ROLL-UP DOOR (E)l5 B 1500 4 25 SPACE --0 5 (E) ROLL-UP DOOR I I 1500 4 21 SPACE --0 TOTAL DEMAND LOAD 1080 VA 5 AMP 0 1080 0 0 0 1 (EJ ROLL-UP DOOR I I 1500 4 2q SPAC,E --0 " SPARE (E)2O I 0 2 (E) 5 TREET L TS (E)20 2 1500 15 II SPARE (E)2O I 0 4 (E) 5TREET LTS I I 1500 15 13 SPARE (E/2O I 0 b (E) eATE MOTOR -HEST (E)20 2 1000 4 15 5PARE (E)20 I 0 8 (E) GATE MOTOR -HEST I I 1000 4 11 SPARE (E/2O I 0 10 (EJ BATE MOTOR -EAST (E)20 2 1000 4 l'l SPAGE --0 12 (E) eA TE MOTOR -EAST I I 1000 4 21 SPACE --0 14 (E) TRAILER (E)10 2 2000 I 23 SPACE --0 16 (E) TRAILER I I 2000 I PANELBOARD SCHEDULE 25 SPACE --0 18 SPACE - -0 PANEL "P6B11 100 AMP [X]l2O/2O8V 9PH 41'1 NEMA l[X] 12/3R( l 21 5PAGE --0 20 SPACE --0 MOUNTING [ }'LUSH [X]SURFAGE [X)_Ue5 ONLY [ ]MAIN BREAKER 2'l 5PAGE --0 22 SPACE - -0 2 (E) OFF./STORAGE (E/2O I 2000 I 24 SPACE --0 C,KT DE5C,RIPTION/LOGATION BRKR PLS Aph Bph Gph LT5 RGP AG MSG KIT 4 (E) ROLL -UP DOORS (EJl5 3 1500 4 26 5PAC,E --0 6 (E) ROLL -UP DOORS I I 1500 4 28 5PAC,E --0 I REGEPT. 20 1020 e, 8 (E) ROLL-UP DOORS I I 1500 4 30 SPAC,E --0 3 REGEPT. 20 '100 5 10 SPARE (E/2O I 0 5 REC-EPT. 20 120 4 12 SPARE (E)20 I 0 PANEL CONNECTED LOADS/ PHASE 5040 5220 2120 HIGH LEe AMPS • 44 1 REC,EPT. 20 5€>0 2 14 SPARE (E)20 I 0 PANEL GONNNEGTED LOAD 12<180 VA 3€> AMP 1000 1800 0 4180 0 " REGEPT. 20 360 2 1€> SPARE (E)20 I 0 II REGEPT. 20 540 9 • 18 LTS (E)20 I 600 4 1.25 X CONTINUOUS LOADS 8150 IB REGEPT. 20 360 2 20 (E) PANEL 11P3" (E)5O 5 5'120 0.1 0.4 0.3 0.2 1.0 X MISC LO,~DS 0 4180 15 REGEPT. (FUTURE) 20 560 I 22 (E) PANEL "P3" I I 6120 0.1 0.4 0.3 0.2 1.0 X 1ST 1O1<.W REC-EPT@ 180 vA 1800 11 REGEPT. (FUTURE) 20 9€>0 I 24 (E) PANEL '1"3" I I 1020 0.1 0.4 0.3 0.2 .5 X REMAINDER REGEPT 0 l'I EXTERIOR L TS 20 100 8 26 SPACE --0 h5 X KITCHEN EQUIPMENT LOADS 0 21 REGEPT. -TEL. 20 360 2 28 SPAC,E - -0 25 X LARGEST MOTOR LOAD 0 2B UH-I 4 REGEPT. 20 540 I 30 SPACE --0 25 SPARE 20 0 21 SPARE 20 0 PANEL CONNECTED LOADS/ PHA5E 12'120 <1120 10620 HleH LEe AMPS • 41 TOTAL DEMAND LOAD 141BO VA 41 AMP 8150 1800 0 4180 0 29 SPARE 20 0 PANEL C,ONNNEC,TED LOAD 332€>0 VA 40 AMP 256€> 1864 58'18 16932 0 31 SPARE 20 0 NOTES, 53 SPARE 20 0 1.25 X CONTINUOUS LOADS 3208 I) 11• 11 INDI GA TES hlEH. LOAD. 35 HH-1 20 2 1500 I 1.0 X MISC LOADS 58'18 16'132 2) INSTALL 2-2NIP GIB'S IN (E) SPAGE5 #13/15/11 HITH FRAME SIZE TO MATCH (E). 31 HI-I-I I I 1500 I 1.0 X 1ST IOkH REGEPT@ 180 vA 1864 3'1 AG-I 30 2 1500 I .5 X REMAINDER REC,EPT 0 41 AG-I I I 1500 I .65 X KITCHEN EQUIPMENT LOAD5 0 2 (2) ROLL -UP DOORS 20 3 150 2 .25 X LARGEST MOTOR LOAD 0 4 (2) ROLL-UP DOOR5 I I 150 2 b (2) ROLL-UP DOOR5 I I 150 2 8 (2) ROLL-UP DOORS 20 3 150 2 TOTAL DEMAND LOAD '39'102 VA 41 AMP 3208 1864 58'18 16<132 0 10 (2) ROLL-UP DOORS I I 150 2 12 (2) ROLL -UP DOORS I I 150 2 NOTE, 14 (2) ROLL -UP DOORS 20 9 150 2 I) "•" INDIGATE5 NEH LOAD, 1€> (2) ROLL -UP DOORS I I 150 2 18 (2) ROLL-UP DOORS I I 150 2 20 (I) ROLL-UP DOOR5 20 3 150 I 22 (I) ROLL-UP DOORS I I 150 I 24 (I) ROLL-UP DOORS I I 150 I ~ s; z I 0 r 0 " " m D C " D D D m 0 D D ~ !1 z B C z < m m TI D ' jj ~ < D z _m n ]> C ~ 0 D z ;; ~ ~ z I 0 r 0 ~ " D 0 TI D □ ~ ~ 0 D m !l < z 0 C z < D ~ TI □ ' 'o w ~ " TI z .m n )> C c3 D z ;; 26 SPACE --0 28 SPAC,E --0 30 5PAe,E --0 32 SPAC,E - -0 34 SPACE - -0 96 SPACE --0 38 SPAC,E --0 40 5PAC,E --0 42 SPAC,E --0 PANEL CONNECTED LOADS/ PHASE 6940 6480 8160 HIGH LEe AMPS = 68 PANEL GONNNEGTED LOAD 21580 VA 60 AMP 100 5540 3540 12000 0 1.25 X C,ONTI NUOU5 LOADS 815 I.O X MISC-LOADS 3540 12000 1.0 X 1ST IOkH REGEPT @ 12>0 vA 5340 .5 X REMAINDER REC-EPT 0 h5 X KITCHEN EQUIPMENT LOADS 0 .25 X LARGEST MOTOR LOAD 0 TOTAL DEMAND LOAD 21155 VA 60 AMP 815 5340 3540 12000 0 NOTES, I) PROVIDE l'IITH NEUTRAL BAR AND eROUND BUS. D > <rJ z I C-3004-DD a ~ r 0 " n 8 0 " D □ D APPROVED UTILITIES YARD SITE AND BUILDING J ---GLUMAC .A f/ IMPROVEMENT -PHASE II "!""VY" R.C.E. NO. 46214 INTERNATIONAL PANEL SCHEDULES CCNSUL TING ENGINEERS 60 CORPORATE PARK SUITE 100 / IRVINE CA 92714 ---DATE S •c; .q:1 TE. 714-833-8190 FAX 714-833-0252 m 0 Ul TI ~ rn < z B C z < '" m " D ,, jj ' )> < " z p; n )> C ~ 0 DESIGNED DRAWN CITY OF NEWPORT BEACH W-5257-S I E0.4 PROJ. #'16-181X2 DATE BY :)C:SCRIPTI0N APP'□ ',EVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT APRIL 25, 1997 SHEET 55 OF 65 CONDUIT-~, ,~-~ ------"--"----n-~ \ ) SEAL COUNTEt<c~-----. < FLASHING ------------'-r-------r' HEA THERTIGHT -------TYPE LB CONDUIT BODY HITH GASKET TO CONDUIT /.+--_---+,\ I I \ \ ~--ONE PIECE COLLAR SEAL--------- r NOTE V SEAL HEATHERTIGHT ~-ROOFING BY GENERAL CONTRACTOR. CONDUIT COLLAR AND FLANGING BY ELECTRICAL CONTRACTOR CONDUIT ROOF PENETRATION DETAIL ELECTRICAL CONDUIT ON ROOF PIPE CLAMP (TYPICAL) 1/ 3 l/ 4"xl 5/8" CONSTRUCTION CHANNEL I 12" LONG SET IN MASTIC ) I I ~ AT 10' □,C, PAINT TD '-.... / ( ~ l MATCH ROOF 16"x6"xl/2" w'ALK PAD SET IN MASTIC EXISTING ROOFING PIPE SUPPORT ON ROOF .--------FLEX CONNECTION ROLL-UP DOOR CONTROL PANEL.-----"- PROVIDED BY OTHER(! RD!) "- ,-----:ron:S:::Tr--;::::.,=:;,====i-----GONDUIT AND HIRIN6 TO FLEX GONNEGTION-------t---.£1 RD G-:_ PANELBOARD-l/2"C-B#IO EFD02<!:? NOT TO SCALE DTMEII NOT TO SCALE 6 1 TYPICAL OUTLET INSTALLATION AT CASEWORK QD♦ 'i7♦ lil---t-~-F-3 1/2" FROM TOP OF SPLASH I 1-------------------- -TO <f:. OF OUTLET ~================= ~fl_BACKSPLASH (SEE ARCH. ELEV. FOR DETAILS) ' 1>---GASEHORK (SEE ARCH. ELEV. FOR DETAILS) ♦ DENOTES OUTLET ABOVE SPLASH. TYPICAL OUTLET INSTALLATION AT CASEWORK I ,,. 1 INSULATION o-; 11:=-<'---CONDUIT TO TEL. TERM. I e===s==~ \_ ACCESSIBLE CEILING H+---B/4"G.-COMPUTER OR I 3/4"G.-TELEPHONE 1 ,~--HALL I I 1---4" SQ. J-BOX ◄ ,- ~ r FINISH FLOOR INSULATED HALL CONDITION 4 I-HR SEPARATION HALL CONDUIT COMP. AND TELE. OUTLET INSTALLATION i-------CONCRETE MASONRY HALL 1--___ __,~\,/---+ 12" = ....---i---~ •• J'... ROLL-UP DOOR.-----~-r----:,.Z...,=--j ~--+---FUSED DISCONNECT SHITGH i------PANEL (SEE PLANS FOR LOCATION) ROLL-UP DOOR MOTOR. PROVIDED-I--✓ BY OTHER ~ BOAS/3P-FUSE SIZE FOR . ' .... DOOR MANUFACTURER • • • 0 ....---r-----,----I/2"G-4#I2 • t]1--t----+---PUSHBUTTON MOUNTED AT +48" AFF (13-<) /~-r--FINISH FLOOR f------~~~-~- ROLL-UP DOOR WIRIN6 DIA6RAM NOT TO SCALE = -----GONGRETE MASONRY HALL 5/8" 4' ATR H/ SIMPSON SET PANELBOARD -SURFACE 8 MOUNT DETAIL GHEMICAL ANCHOR PER ICBO ER #5219. SPECIAL INSPECTION REQUIRED (TYPICAL FOR 2 PER SIDE) NOT TO SCALE 5 ---GLUMAC INTERNATIONAL CO~SUL ]NG ENGINEERS 60 CORPORATE PARK SUITE 100 / IR~NE CA 92714 TEL 714-833-8190 FAX 714-833-0252 PROJ. #9b-I81X2 NOTTO SCALE NOT TO SCALE DTHle> 3 DTHl9 4 FOR FIXTURES JA!El6HING LESS THAN 56 POUNDS @ MINIMUM THO #12 GAUGE SLACK HIRE AT 45 DEGREES FROM OPPOSITE FIXTURE CORNERS TO STRUCTURE ABOVE. ATTACH DIRECTLY TO FIXTURE HITH 3 TURN TIGHT HRAP MINIMUM. ATTACH TO STRUCTURE PER ACOUSTICAL CEILIN6 ATTACHMENT DETAILS. SET HIRE SLIGHTLY SLACK, TO ALLOH FULL SEATING INTO T-BAR. @ POSITIVELY ATTACH FIXTURE HITH METAL SCREH THROUGH T-BAR INTO FIXTURE AT OPPOSITE CORNERS. FOR FIXTURES JA!El6HING 56 POUNDS OR MORE @) 12 GAUGE SUPPORT HIRES HITH THREE TURN TIGHT HRAP (WITHIN I 1/2") MINIMUM AT EACH END. ATTACH TO STRUCTURE DIREGTL Y ABOVE PER GEILIN6 SUSPENSION DETAILS (4 PER FIXTURE). PENDANT HUNG FIXTURES @) 9 ,:c;AU6E SUPPORT WIRES HITH THREE TURN Tl6HT HRAP (HITHIN I 1/2") MINIMUM AT EACH END. ATTACH TO STRUCTURE DIRECTLY ABOVE PER CEILIN6 SUSPENSION DETAILS. a C, C, b ,___, FIXTURE MC)UNTIN6 DETAIL c, c, a r---lb -------TYPICAL RECESSED FIXTURE TYPICAL RECESSED TROFFER (?J MINIMUM 12 6UAGE SLACK HIRE AT 45 DE6REES FROM OPPOSITE EQUIP. HOUSIN6 CORNERS TO STRUCTURE ABOVE. ATTACH DIRECTLY TO FIXTURE NITH 3 TURN TIGHT HRAP MINIMUM. ATTACH TO STRUCTURE PER ACOUSTICAL CEILING ATTACHMENT DETAILS. SET HIRE SLl6HTLY SLACK, TO ALLOH FULL SEATIN6 INTO T-BAR. a \ T-BARJ CEILING ~ ~ MEMBE ,P.---{a MAIN RUNNER "0-------GROSS RUNNER TYPICAL GEILIN6 MTD. EQUIPMENT SPEAKER, EXIT SIGN, ETG, EQUIPMENT/FIXTURE MOUNTIN6 DTLF<!:?b NOT TO SCALE DTLF<!:?S NOT TO 2 SCALE C-3004-00 APPROVED . UTILITIES YARD SITE AND BUILDING IMPROVEMENT -PHASE II U!LITIES Eu R.1.E. NO. 46214 DETAILS ' DATE ~ -5-"1., ' -- DATE BY DESCRiPTION REVISIONS ' DESIGNED DRAWN CITY OF NEWPORT BEACH W-5257-S I E0.5 I APP'D CHECKED DATE PUBLIC WORKS DEPARTMENT APRIL 25. 1997 SHEET 56 OF 65 NOT TO SCALE NOT TO SCALE NOTTO SCALE 6 1 8 / /~-STRUCTURE ABOVE. ~==~~=1' , _-Jt=====1]I//_, 2 X STUDS ,_ v--coNNECT TO SILL 4 HEADER W 2-1/4"<1> HOOD SCREHS W I" PENETRATION L,,--ELECTRICAL PANEL V-CONNECT TO ADJACENT STUDS 1 W 3-1/4"<1> HOOD SCREHS 01/ I" PENETRATION "---,--2 X STUDS ~----2 X TRIMMERS \~--FLOOR. PANELBOARD -FLUSH MOUNTINe DETAIL NOT TO SCALE 5 --GLUMAC INTERNATIONAL CONSULTING ENGINEERS 60 CORPORATE PARK SUITE 10D / IR~NE CA 92714 TEL 714-833-8190 FAX 714-833-0252 PROJ. #G16-181X2 NOTTO SCALE NOT TO SCALE 3 4 ~------5/8"<1> ATR W SIMPSON-------~ SET CHEMICAL ANCHOR PER ICBO ER#521Cf. SPECIAL INSPECTION REQUIRED (TYPICAL FOR 3 PER SIDE) -r1v-__,-----MASONRY ~.... HALL ---------- I II 24" II II 1---+---TRANSFORMER 11 (22"H X 25"W X 14"D I 11 660 #) ~ ~ -VIBRATION ABSORBERS --t-=t;illi i ~;;~3=~~ -t=;;-----.--- 11 #---+--~~~~x4.I # WELDED 11 11 ~ 11W 24" ~ ~I - A...,. '-------BACKING PLATE-3/4"T. _J ~5 ,, (MIN.) PROVIDED BY OTHER SIDE VIEH NOTE, GRIND ALL WELDS -PRIME JAIITH RED OXIDE AND THO COATS 6RAY PAINT. TRANSFORMER MOUNTINe ON MASONRY WALL TG TN TYPICAL 480/211V PANEL OR MCC I 6 -~ 7 NEUTRAL BUS ISOLATED FROM 1 o j FRAME (TYPICAL) ~ -ROUND BUS BOLTED TO FRAME (TYPICAL} FLEXIBLE STEEL CONDUIT. MIN 24"-----, ____ I _______ _ SECTION A-A NOTE: ALL METALLIC CONDUITS SHALL BE SOLIDLY BONDED TO PANEL 4 TRANSFORMER HOUSING. ,---G--~ 208/120V, 34' PANELS TYPICAL SUBPANEL C -,l C-------'--N _ __,_ r; 1 t"J,<;>t-'7 I r--+-G __,._-+l_l_:,./il~~• ~Lu 1---7 -r<> ✓ G N ~--0 L__---+~~===---.r--I J.. CSROUND BOND__.,/ TO COLD i,,iATER PIPE AND 6UILDIN6 STEEL '---'PROVIDE SOLID BONDIN6 PANELBOARD eROUNDINe DETAIL L ~ --~ J -N- NEUTRAL BUS- ISOLATED FROM FRAME MIN 10'-0" A.F.F. NOT TO SCALE NOT TO SCALE DTME20A 2 C-3004-00 APPROVED 1-----+---+--------+-----l. '::A ' j I/ UTILITIES YARD SITE AND BUILDING IMPROVEMENT -PHASE 11 1-------t--+-----------t----l U?TIES ENGc:? .C.E NO. 46214 1-------t--+--;;------------t----l DATE S •S-'\, 1--6_-_4_-_'il--+_s_H-+;1\_I_P_E_R_M_IT_B_A_C_K_c_H_E_c_K __ -+---t DESIGNED DRAWN DATE BY DESCRIPTION APP'D REVISIONS CHECKED DATE APRIL 25, 1997 DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5257-S I E0.6 SHEET 57 OF 65 AREA OF HORK (SEE BLDG #8 PARTIAL PLANS SHEETS E5. I 4 E5 2) PHASE 2 (UNDER CONSTRUCTION) :::cc::.:.:rlt-7 r ----7 [.··---····-"I I Mf:'N I :,, 11('q f 1H..\"i --• I I El.EH. I . I I / 1 I I i I J, ------=-! I 1tJ--_ J -----t:1,-01,:s ~-------------------------[==-=~ :J r ---------1 I _! ___ _ --------------[[] • •• " • ' ·-·-·--· ' ! ----··--·----......J PHASE I (COMPLETED) PHASE I (COMPLETED) ~-~---i---(E) TEL/DATA BACKBOARD "TBA" 2B 2C (E) PANEL "P2A" (l20/208V) (EJ PANEL "L2" (2111480V) ------(E) PANEL "PS" (120/208V) ---+--t----(E) MAIN SWITCHBOARD "MSB" ··1 ,.' , 1 r~-LO/-\[) ill (Li i \!) 2D DOCK Z. 7-:;z'. f--------+ _j ·("'C:t~ i '··" -•I [~~~------I ;, ")i="f· I v--r:::r..: I ,,., ' • I , i ! ------------1 SHOP ~ >------+ w Q__ ~ ~-(E) XFMR-0.5KVA-208/240V (TO BE RELOCATED. SEE FLOOR PLAN I/E2.I) GLUMAC INTERNATIONAL CONSULTING ENGINEE,S 60 CORPORATE PARK SUITE 100 / IRVINE CA 92714 EL 714---833-8190 FAX 714-833---0252 PROJ. 119b--I81X2 DATE BY DESCRIPTION REVISIONS PLAN NOTES FOR BLDG #2: I. REMOVE (E) LIGHTING FIXTURES, CONDUITS AND HIRING. REMOVE ALL (E) LIGHT SHITCHES, CONDUIT AND HIRING. 2. REMOVE (E) DISCONNECT SHITCH, CONDUIT AND HIRING FOR REMOVED ROLL-UP DOOR. 3. REMOVE (E) POHER, DATA OUTLETS, CONDUITS AND HIRING TO PANELS AND TEL. TERM. 4. REMOVE (E) PANEL "2B" (LOCATED IN SHOP), CONDUIT AND HIRING. SEE SIN6LE LINE DIAGRAM. 5. REPLACE (E) PANEL "P2B" HITH NEH. SEE SIN6LE LINE DIAGRAM. 6. KEEP A WORKING CLEARANCE OF 30"H X 36"D IN FRONT OF ELECTRIC EQMT PER N.E.G. #110---16 (a). 1. REMOVE (E) TEL TERM. SEE PLAN ON SHEET E2.I FOR NEH HORK. PLAN NOTES FOR BLDG #3, I. ELECT. HORK SHALL COMPLY TO N.E.CARTICLE 511. PLAN NOTES FOR BLDG #6: I. REPLACE (E) PANEL "L6" HITH NEH. SEE SINGLE LINE DIAGRAM SHEET E0.3. 2. REMOVE (E) PANEL "2B", CONDUIT AND HIRING 3. RELOCATE (E) XFMR-0.5KVA-208/240V TO NEH LOCATION AS SHOH ON PLAN. 4. KEEP A HORKIN6 CLEARANCE OF 30"H X 36"D IN FRONT OF ELECTRIC EQMT PER N.E.C. #110---16 (a). 5. EXISTING I" UNDERGROUND TEL CONDUIT BEIN6 REPLACED HITH NEH 2" UNDER6ROUND. LOCATE STUB OUT NEAR BUILDING AND EXTEND TO BACKBOARD IN BUILDIN6. GORE AND SEAL EXSITNG HALL. INSTALL OVERSIZE (3") LB FITTING AT HALL PENETRATION. INSTALL PULL ROPE IN ENTIRE CONDUIT RUN. TIE-OFF 4 LABEL ENDS. COORDINATE HITH CIVIL ENGINEER AND ARCH. .APPROVED ~ R, R.C,E. NO. 46214 DATE !!-5-"1 'l DESIGND DRAWN APP'D Cf'ECKED DATE APRIL 25. 1997 C-3004-DD UTILITIES YARD SITE AND BUILDING IMPROVEMENT -PHASE II SITE PLAN CITY OF NEWPORT BEACH W-5257---S E1.1 PUBLIC WORKS DEPARTMENT SHEET 58 OF 65 Cit \ \ \ \------ \- \ \ \ \ ' ,_ \ \ \ \ ' I \ \ \ \ \ \ \ ' -------j 1------ - - I \ (EJ XFMR (RELOCATED) 0.5KVA-208/240V ALL +54" ,-r I I i "P2B"-26 "P2B"-3"1/4I J "P2B"-20/22/24 EXSITIN6 FIRE ALARM, DIALER, BELL AND /c},_ POV'IER EQUIPMENT,~ "P2B"-3I,33,35 EF-2 M PANEL "P2B" @ V (120/208V) ~ P2B-28 EXISTING TRANSFORMER TO REMAIN 1P2B11-31 WP s TEL. TERM. /20.. 24"H X "16"H X 3/4"T HIC BACKBOARD PAINTED PL YHOOD~ -----<G>-----------------·--··--------I ,------------ --·· r 1 .,:' • ,, • ' 25 I SHEET NOTES: 0 RECEPTACLE FOR TESTING-20A-208V-3<P-4H NEMA Ll4-20R. 0 REGEPTAGLE FOR TESTIN6-20A-240V-l<P-3H NEMA L6-20R. M INTERCEPT (E) 211V L T6 GIRGUIT "L2"-2I AND EXTEND V'IIRIN6 rl:XISTING PANEL 2B TO BE '-'::;/ TO NEH Ll6HTING FIXTURES AS SHOHN. VERIFY EXACT (E) REMOVED. REFER TO SINGLE LIGHTIN6 CIRCUIT AND (E) J-BOX LOCATION IN FIELD. I_,// / ', i---·, [__ ___ , ! ~I I 2,J..-'c+-t LINE DIAGRAM 1 l"G.O. STUBBED UP INTO CEILING SPACE FROM END I=InlNG OF PLUGMOLD I=0R TEL/DATA MIGROHAVE 2_:::Ii=l==.J+-I -1-U/G REFRl6. 13 ~~ I 'l"l~ r!+---'-' AT GEILIN6 FOR TV AT GEILIN6 FOR TV 0 INTERCEPT (E) TEL. CONDUIT AND EXTEND TO NEW TEL. TERM. AS SHOHN. VERIFY EXAGT LOCATION OF (E) TEL. CONDUIT IN FIELD. VERIFY EXACT LOCATION OF TEL. TERM. HITH ARCH. <§> REUSE (E) SNITCH OR PROVIDE NEW TO SUIT. RECONNECT HIRIN6 AND CONDUIT AS REQIRED. /2'--._ PROVIDE 2 HOUR SPRIN6 HOUND TIMER SHITGH, INTERMATIC 'o/ OR EQUIVALENT TO CONTROL EF-2. <z> NEW PANELBOARD TO REPLACE EXISTIN6 PANELBOARDS. REFER TO SIN6LE LINE DIA6RAM. <§) RELOCATE EXISTIN6 FIRE ALARM EQUIPMENT AS NECESSARY TO PROVIDE GODE AC.GESS CLEARANCE FOR NEW PANELBOARD. 0 PAINT BACKBOARD WITH FIRE RETARDENT GREY ENAMEL. PROVIDE #6 6ROUND AT BACKBOARD. RUN RO PANEL P2B 6ROUND BUS IN 3/4" CONDUIT. CD~t~!-FLOOR PLAN ELECTRIC DEPT. BLD6. 2 -POHER 4 S16NAL MOUNT FIXTURES AT BOTTOM ---+-t--1 OF UPPER CABINET (TYPICAL FOR 1)/C ----------~-----1--------r--__ -_ ~---I- ----___ ---:::::a:::s:0 ' ~ _[~J~s;.,..._a_,b_.dl ~~:=-- \ \ 3 FIXTURES) \ \ \ \ \ \ \ t +13'-0" f-Fl ---t---F2 U/G t U/C +13 1-011 f-Fl --;----F2 -..-----'c."-1 L - -(E) "Li"-21 v 21 a G)f~~!-REFLECTED CEILIN6 PLAN ELECTRIC DEPT. BLD6. 2 -Ll6HTIN6 GLUMAC INTERNATIONAL C0NSULTNG ENGINEERS 60 CORPORATE P,\RK SlATE 100 / IRVINE CA 92714 TEL 714-833-8190 FAX 714-833-0252 PROJ. #"i6-I81X2 APPROVED C-3004-00 UTILITIES YARD SITE AND BUILDING IMPROVEMENT -PHASE II BUILDING =11=2 1----+--+--------+------IDATE 5-~..c:i:, FLOOR PLANS 1----f-----t-------------+---11.o=E=s1=GN=E~o-~o~RA~w=N--+--------0-RT---A--~----.----1 DATE BY DESCRIPTION APP'D CITY OF NEWP BE CH W-5257-S E2.1 ?EVISIONS CHECKED DATE APRIL 25, 1997 PUBLIC WORKS DEPARTMENT SHEET 59 OF 65 , ____ _ +\0'-0" ..,,./ ~:./ ! • / ,, , .• ✓ ,/ l 3 \ ,;c-'), +I0~-611 >;,. \ ,/ (:'l-(:'l- 3 \, '\ PANEL "P6B" (120/208V) +b'_:-O". ntGl"-O" Hf't:3 J -. ~ -"' -r --- ~~ia;;-,s f, • .. """ ~·· Li\ -l,S,11 ::;>'-, e • F2 "-•><-" ) '<cl "-'---'/I F2 (:'l- \ ,, ,c~,J~1}/ M t ,,~~ ••-' f2 l +8'-0" ~~~~~~··~~ ~--- F2 t F2 l tr••· IT EY CT y'I- \ -----+13'-0" ----- +\0'-0'' , 5-/ \ . . _/ \./ ,/ ,,'), \ (:'l- \ (:'l- (:'l- \ (:'l-,/ \ ,./ / / / ,/ (:'l-// NEN SPACE +EXISTIN6 SPACE _t).,>( /4 ' ./ I,! SEE BELOH FOR • CONTINUATION \ •• \ \ ..... 1A \ ' \ (:'l- \, (:'l- \ \ \· \ \ \ \ \ \ \ (:'l- \ \ \ \ (:'I- \ <//, \ / 5 (:'l- \ ,.// ,/ ,,.,0 ,,,\) \ (:'l- \ +10'-b" Q 1--··. ./~ ~\ (:'/, \ \ (:'I- y'l- \ (:'t \ y'?- (:'l- \, (:'l-(:'I- \ y'I-\ \ \ . SEE J,BOVE FOR A -, . ✓ CONTINUt,TION \ \. 1/ \ \ (:1-\ ', ~ 5 \ ~, (:'l-y'I-7t, \ \~~ \ \ • (:'l-\ \ (:'I-\ ' '\ \ ', ' \ "'), //. ', \ //_,..,..-• ', \ ,), // '< \ ,./,,// (:" \/ _,,,./· // / // // ' ,:_>I +10-v r, • v '-\-..../ / \ \ \ \ ,,::.~o'' .,,. ,v • '), \ lo-0' \" 0 /// ' ,, \ /' \ ,/' (:'I-\ / /. (:'l- \ FLOOR PLAN BLD6. 6 -Ll6HTIN6 1/8"= l'-0" GLUMAC HITEP.HATIOMAL CONSU~TING ENGINEERS 130 CORPORATE PARK SUITE 1GO / IRVINE CA 92714 TEL 714-833-8190 FAX 714-833-0252 PROJ. •~6-IB1X2 DATE I BY I ,_, <3:>m a~ .¥ .. ~ I / '1/ ail~·· ~1-y' "' -ill I i RELOCATE EXISTIH6 -,.1 ]~ I I • FLIJORE'SCEN.T FIXTURE 'L\;'-1 ' I I , I I ' ' I I , ' (E) XFt-1R "T6" - I .. l {E)_PANEL "P6A" cc ,· r-1~ (120/240V-l<P-3NI , ' _J • ' rl PAMEL "L6"-----1: - ---~ \ rt : I" STIJB TO &RADE (2T7/4BOV) q;---q, ~ ' FOR SITE POHER ' CIRCUITS SHEET. l'!OTES, A -I-BOX MOUNTED AT +9-0" AFF MITH znv SPARE C RCUITS 'v' FOR FUTURE USE. S) -I-BOX MOUNTED AT +<l'-0" AFF MITH znv CIRCUITS FOR Ll&HTIN6. q) PHOTOELECTRIC CELL NITH CADMIUM SULPHIDE GELL MOUNTED IN HEAVY C:VTY DIE GAST ZING. 6ASKETED FOR MAXIMJM HEATHER PROTECTION. TORK •2101. LOCATE ON BUILDIN6 SIDE OF PARAPET. PROVIDE CDNDIJIT EXTEN=>ION FULL P,E. CELL TO ALLON CELL TO FACE NORTH. 0 REMOVE EX!STIN6 STRIP FIXTIJRES AND GIRGUlT5 FROM AREA OF NEM CONSTRUCTIO~. RELOCATE EXISTIN6 SNITCHES <'.p RELOCATE EXISTIN6 PANELS AN[::O TRANSFORMER TO NEH MALL REFER TO SIN6LE LINE DIA6RAM, C-3004-DD APPROVED I UTILITIES YARD SITE AND BUILDING .• I IMPROVEMENT -PHASE II -.. , BUILDING #6 DATE S-S-'l:J FLOOR PLAN -LIGHTl~JG DESl::;NED DRAWN CITY OF NEWPORT BEACHTw-5257-S I E3.1 DESCRIPTION !\PP'D SH DP REVISIOt~S CHECKE'.:: DAlt:: PUBLIC WORKS DEPARTMENT I SHEET so or 65 SH APR. 23, 1:197 "" ·r~ ,,.~, ~ a 5 D n " 0 ~ ~ m □ D TI ~ ~ z a ~ 2 ~ . ~ ::::, > < D Z ~ ~ ; □ ]J ~ z G) z C 5'. ~ ]J •~----~ ~ I 0 r 0 • n ~ ~ ~ D m O D TI m > • a z a ~ z § □ a -'" ~ l, z .m 0 a 3 ~ □ ]J ~ z G) z C 5'. OJ [J3 ·~-----' ~ I 5 • n D 0 D TI ~ 25 ~ ~ E C I : 0 a - ~ ~ D z ~ n ; C,. C, C, .,. ~ 4E. □ ]J ~ z G) z C 5'. OJ [J3 I V1 .... V1 ✓ C "' I z •~--J D ~ I 0 □ r 0 ]J ~ B ~ ~ ~ ~ ! z Z 0 G) !i:: z m z a • 0 C g ~ ~ D Z OJ ~ n m ~ ]J " \ \ \ \ \ \ \ \ II ~,HP ' -----------~ \ \. ~I> ' \\ \ \ \ \ \ ',, \ \ \ \ ,- I ' \,_ SEE DETAIL 8/E0.5 (TYF'. FOR ALL ROLL-UP DOORS) ·;, __ --~ I / ~--· . ./ UH-I -I" STUB Ci.IT TO S6E "· 'j' -PANEL P6B . · · • .~1 · 9 ' ')., •• • I n' • ·,;.~···. ,.L. .• ~ ,, ----U· I 6FI _ ·. \ ,\ P6B-1,9,1 l,32 ••• . • • . . I ·. . \_ , .. ~~' • • • -J • ,, J ·, ~ ·, .· •· .•• ' •• , , , I ' ' , · .~-P6B-2B / ' P6B-l,5:,· q ·,49: " "PbB"-14/16/18 32\i. R5 ~I ,,. ·.< . FL5ED DISC. SHITCH__J MOUNTED· NEXT TO XFMR 11 i 5----3 3 \ \ \ \ \ \ \ \ B --; 1· ''Pt>B"-8/10/12 \ f+I.Q -- ~ rlP . -. ~'9 F'&B-20/22/24-~ : -:! :; : PbB-21 ~ 'St-. \ \ \ "P6B"-i3,15,17 <i> 't("' SEE DETAIL 8/E0-5 (T,P_ FOR ALL ROLL-UP DOORS) ------·""'· ;·~ • ~68"-2/4/6 ~. r/ .~~ ~-\ . ' \ 13 -,._\ -Y---'\ -0\ '50· \ '\::.:, ~, \ \ \· \ \ SEE SIN6LE LINE DIA6RAM FOR REQMTS [2:' CD FOR TEL (INSTALL AT BOTTOM OF ,ffRUCTURAL BEAM) 0/4'~0 --·---·····-\' .. ' . . . -j_ -'-"-=.-·:: •••. -. ·; :t_J-1 r . ~ REMOVE SURFACE MOUNTED DEVICES l!I' 6fl \[I✓ 7 5+40". ·~ 30A-208V--2 POLE FUSE DISC.ONI-IECT SHITCH HITH (2) 2c~A FUSES AND FLEX CONNECTION TO NATER HE,'.4;;TER-3KH-208V-I ,:p P6B · P&B-26/28,50 • I· '""-~SF <"Fl ~ •. EH -=' +'.40" 'T. I 5 . "PbB'~35/5, (E) XFMR "Tb" ~ ~ :. ~-- (E) PANEL "P6A' ·•·· (120/240V-l<P-3~ •·· ,T • -• ;,-J· • • PANEL "L6;,__/ •• (211/480V) 6'SQ X 4"D PULL BOX MOUNTED AT FINISH FLOOR cf~ I _j n • -18 11· '-~ NEH 2" U.c;. TEL. CONDUIT Ll, AA FOR CONTINU/,TION SEE CIVIL _lJ) .0 FLOOR PLAN BLD6. 6 -POHLR Ii S16NJ>,L 1/8"= l'-0" GLUMAC INTERN~TIONAL CONSUL TING ENWIEERS 60 CORPOR!I.TE PARK SUITE 100 / IR\1NE :::.i.. 92714 TEI 714-833-8190 FAX 7"14-833-0252 F'ROJ. #q6-187X2 SHEET NOTES, 0 HOMERUN TO CIRCUITS "P68"-13,IS,11 HITH CIRCUITS #15,11 AS SPARES. AA 81'<11-16 CONDUITS UP IN NEH FURRED HALL AND OFFSET OVER NEH '1/ CEILING TO EQUIPMENT LOCATION. 3. PROVIDE 120\/ POHl=R CIRCUIT TO FIRE SPRINKLER ALARM AND MONITOR EOIJIPMENT HITH CIRCUIT FROM PANEL P6B. LOCATE PER FIRE SPJ":INKLER PLANS. 0 q:> REMOVE EXISTIN6 l'-'IOTOR CONNECTION. EXTEI-ID EXISTN<S CIRCUIT TC NEH r,OC'R MOTOR. RELOCATE EXISTING PANELS Al'D TRA~SFORMER TO NEH HALL REFl=R TO SIN6LE LINE DIAGRAM. ,_, _______ .. C-3004-00 ====i==t====-----------+---JAPPRO'.IEC• ~) UTILITIES YARD SITE AND BUILDING IMPROVEMENT -PHASE II c,trnes -, e.cl ,o. '"" BUILDING ,ff,6 .__.-· FLOOR PLAN -POWER AND DATE $-~-,., SIGNAL DE:SIGNED DRAWN 1 DATE BY ocscR1PT1DN APP·o CITY OF NEWPORT BEACH W-5257-S E3.2 • -I I I REVISIONS CHECKED ~:,:~ "· 1997 PUBLIC WORKS DEPARTMENT SHEE-61 OF cs I ~ z I □ □ r □ II a 0 ~ a D ~ u 0 □ • B ?.i z z " G) C z s □ z 0 . 0 C " " ~ , ~ $ z [D ~ 0 m > II C " □ " z s C i; z I □ □ r 0 II D 0 a o ~ D > □ D n a > TI ~ !; z z o G) ~ z a • z > n C " -, " ~ ' < D z ~ [D ~ m C II " 0 TI L • 1,, -t I ~ D > z I C r □ • 0 □ □ D D □ D n C D n ' $ z o < z " • D □ " -~ ~ :0 z ~ ~ ~ TI ~ ~•. ~ □ II ~ z G) z C ~ [D m II ~ :,' "0 5 ......_-II I~"'~ ~ n O - ;',; E1 "' z ~ ~ G) C Z ' z ~ • C ~ ~ ~ JJ Iii OJ -rn II Q "' ✓ ' "' _,.,.:,_...- / --;.>:. ,-- ---_(.-~;::>; / ,\;·•---,//•,• I _:·-:.:> _,/ _,,,. ✓-.• --_,. --/ ./ ---/./ - - '• ·-----..,. '" -- ::.---•;;\- .. -,,. \ \ _,..,. \ \ _,./·· '\ // \ ,/:::~<_,:::>/ "\~: \ --\\ ' ' ' \ ---\ \ \ '\\ \\ ' \ -\'\ \ \ \ ', ' \ - PANEL "P6B" (LOCATED ON THE FLOOR BELON) (1201208V) _c::::::::: __ 'll ___ _c:cccc---=-:------=-==-',J-.L'-· '\ -·" -·-·· - ' r-·~,,. i i ; I i s----,l ·-.. ,_ • I " / / \ \_ "P6B"-~q~/41 OAS/2f!' ' Jr.IP i .c::'>s_:::_.,.I "P6B"r~" 3 IO 20 tf-~-,,-\ / : / ' ' WP l. J \_AC-I J 16.3A-208V-I<!> ,, -- n _, ,i-J L\(-\ --------------! r----------- : / /.- I ' I I ' " ,/ _,.,> ........ .. /:__/ /'/~./ ~/ <\, ' / ;_: _ _.-----:=.-.:=-_=:_·::._~:~-==-=-=--- \ \ /_,,,. •. --·--------2;c:'.------------ _,.-:, .. --' c-,·-.. --\ j,-:,,,-·-- ··-- ·--·- ,....,;_·.:,✓ \ _// -" \;;\--! ---;;: / \ ---:---\\ " ~ / -?; / ,/_,/ -- \\\ / -->· \'\ .r . .- ~ ' ~--\\\\ I ., __ ,.. \ ---\ ---\ \ \ ,;;-\ \ . / '-,\ ,-, ,.,:"/.,-\ \ ' '-.,.-✓-/ 4 \\ I // ""\\\ _,.··,,----' ---'A \\\ .~;..-.,, ~ \\\ I _, • ~ \\ / __ .... -::,./ < \\\ /./ _,. / ~ \'\ ! /,./ ~ ~\, i C· ,. ~_,.:;:.,,,, ~ ---\\ / __ ,,.,,,,.-\,\ ' ,,.---:,../ \\ --/ \ ' -" \. -/ \\\ i _/-,/ \' ,.,.:,_,.,.,,,,. \' \ /"// -,\ _.,.>,/ \ ' --' -" \ \ <---_.,--;(\ \ ,----::>·. \\ \ //,/ \\ \ / \ '. ' -\\ \ . /:,/ \\\ .,.,..-;:,/ \,\ \ _,..,-,,,.----,,\ .-------\ \ _/::-,/ \\ \ -------\\\ " ,, \ ' -~--~\ ,-y:}--" -y\\ \ \ '. /' ,/ \'. -· / \\:\;::;<> -<--' .,---:y: A\\' __./ ,.,/ I <;;;.,\ \ ·'// --<~', _// i,\\ -<,.....-- / ,<::> / _/:,-;;::>---- ,.✓--·_,./ ____ .,,..._,...., ... / \/ ' ' ·, \ ' ' \\ " ' \\ \\ \\ ' -,\ ' ' \ \ ' ' ,.// ------<' ,,--.. ,..,,.-, ,__.. ,.)·5:,/' _,./ /'/ ----...... ,/ _,--- _,...-_______ _./ -/ / ' -- ; ! ' ' ; -; -' - / _,./ _,,,....-;. ' ·-.. ,,/-./ /,,.-:::-< / _,,..,. ... .,,. .. ,---- ' ::,...--··· ,,,<>:\---/ __ ,..-· ___ ,..---\ ·<---·/ ' \ ,_ () \ ' ' \ \ ' (': •.j \ \\ -\ ' ', \, \ \ ·----,-.... -I I -' ; ' () ' " \ _, __.... \ / ,__.... ·, _ __, / \ ..,. / ·--~ .. /-<~-/ -------·•>/ _,.-,,....----' / ,.-/ --·:,._. .• --/ ,/., (~~ / ,,.-. / .. • / ----- ,, ... ------ ___.,..-_,/ ----' ', "," ' -- - , .... -✓~:__.,.- ------- -- ·;-""' ,_ ,,' " __ ,.,-· ,.,-/;. / \\ ' \'. I, \ \ \' -·-' \\\ '·--\ \ \ \, \ ~ \ ---~\\.-- '\--" /;> \ /_,.....--• \ • -----------· --------------- -/ \ I \\ -,_ \ ' \ \ ' -\ - / / -' ' "" ----,------------i /\ -• 1 i ii Ii -' I ' - ", ' ' ' ' '\ I ' -,_ " I ' I ---·-------~----· -------------,J -------------------------------- '. \ \\ \· --\ -I ,-, .,.-,., .... -· .... --;,..,__.. <-----· ROOF PLAN BLDG. 6 POHER \, \ \ ' ' \ \ \\ \\ \~\, " ' .,,-· _ __,..,., _,./ / ...,-< .. ....------ \. \ _,,.••' ,...-· \ \ ·>/" \ \ _ ..... ,.....,..-' \ ,/ • '\ ,__.. ' ' -); ,/ ,-" (.----·· ,,_.-:,,,.·. /' / _,.., .-· -1/B"= 1'-0" GLUMAC INTERNATIONAL CONSULTING ENGINC:C:RS 60 CORPORATE PARK S:JITE 100 / IRVINE CA 92714 TEL 714-833-819C FAX 714-833-0252 PROJ_ #c16-187X2 APPRov::o I-----~------------- ,_ ------t---t----------------+---! i !TIES .C.~. NO. '"621L DATE ______2_-5 -"11 I C-3004-00 UTILITIES YARD SITE AND BUILDING IMPROVEMENT -PHASE II BUILDING #6 ROOF PLAN -POWER DATE --+c=.:-IDESIGNED DRAWN CITY OF NEWPORT BEACH I W-5257~S I E3.3~ I ,Y I DESCRIP 7 0N I APP D CHECKED DATE PUBLIC WORKS DEPARTMENT I SHEET 62 OF 65 REVISIONS APRIL 25.!. 1997 ' ,r---- ~ ' 5 r 0 • 0 D 0 ~ ~ ~ g ~ " z i5 ~ z ~ C --[fl ~ 11, -~ ~ 0 JJ ~ z G) z C s [ll m JJ Il z ·~---_j ~ r u 5 ' 0 D 0 Il Il D c C Q Il r ~ E:. .: a i z i j ~ ~ Il 0 JJ ~ z G) z C s [ll m JJ f.__ ____ _ 6' N 0 "Tl ~ ~ ' ,.,. r' U\ ...., I "' ,~-----7 • z r p 0 el 8 ~ ~ C 0 Il Il ~ ~ z i5 C Z i Il .] Il " < :0 ~ ~ Il z 0 JJ ~ z G) z C s [ll m JJ SL ___ _, •r---i ~ ~□ 5'"'JJ lij~,~ c O -~?;VJ z ; g G1 C Z ~ z 'rl • C J ~ ~ !ii z [D ' m ~ JJ ~ F I I 1:r~,::--~===: --:~--,::--~ -~-;~-~ :::;---=·--=------ ---==: -,:.----------·••! , I : ! i / ~-/ I 1--------------7 -- ' I ' I I . . I : i I --,-. ----1 ; I I I I I T+l3'-0" 113'-0" ' L' / , 1/2" U.G.Q.-2012 Ft2 Ft2 -----' ;~f'-18 < I i HP: NP / F2 F2 ~o<::--+q-;::(Y~ , 1 ! -- I ' ' I ' ' ' :J ' I J -----7 i ' ' ' ; ' ' , tTO CIRCUIT : ------• , I ---+40!'r_...... "P3"-ICI -L ---; L( ____ i_ __________________________ ------------~I (SEE GARAGE POHr PLAN) ~\__PHOTOCELL-TORK 02101 +C!'-0" GARAGE FLOOR PLAN -LIGHTING 1/8"= l'-0" NOTE, CORE THOUGHOUT (E) HALLS LOH AND SET LB AT EXTERIOR. I ·-·· I ·--· .. ·-· 7 ! ---· I r;:;:~: :,:= . ,,: ::: =;, :--~_ aec::,----.--i ~-! l ! I ... I ·; i I I ' I I '' ··-·· .. ,,_ -·· ·----------·· -·-···--·------·· ----·-"-· --------··-· 7 ' ! I I I (--.. I I \. -i 'J-: :;, -1q 26 28,~0 e o~---1 L ~~~ • i ! i ! +'1'-011 i I I / +201 I i: I __/•0 I__ I" U.E;.C.-2#12,)3010 TO EXTERIOR ,' "'\ I : i LIGHT , I '· I le, ~---·-"--··---· .. ---<·! : I (SEE GARAGE L TG --le.-_ ==i I i 1 PLAN) ----~ i ' I r·------------------------------------ - ' J / : ' .... , .......... ; I _____________________ -------------. " .c-,-;x -, ~ H~ "L , __ L_ -; -------------------7 +q -0 / 1 ___, 3/4" U.6.c.13010 SEE DETAIL 8/E0.5 GARAGE FLOOR PLAN -POHER l/811= l'-0 11 NOTE, CORE THOIJ6HOUT (E) HALLS LOH AND SET LB AT EXTERIOR. /' ~.=-'\ \ j \. .. --r_,,, I / -.... ( --· \ '· -·· i ' i ·r, I I I I ~ ---J • .L 11 11 11 I ii 'I ii " ,, ,, ,, It ;i I T J_ 0 ~ ---- I I ;_ __ . _I 0 I i 0 0 r·--·7 I I I I I ! -·-J 0 ,----·-7 , __ ·--·' 0 /-""'. ,' 7-) \ I J ./ ., ···r·".,., .. L.. T ··,- 0 '··--·7 I I I I I I I-·-· I 0 1·----, I I I__ 0 \ ,______., i -r ·-'-· 0 r-·- I l_ 0 -- _l._ r-· --·-1 ' I I I I L_ .. _J 0 -,-· /-··-·. i '-~ \ ( !--< ' . _// ·, .,,..,. ' /~>, ;'---·'"-. ) ·~-- I r-=·.::-----,·=·c.c ~--=-=----==.:c-···· --.c:.-.c-c:._JJ. -·· ·-· -.. ·-·----____ .,r'~ '\ ' 0 ! 7 I I ' l_ J 0 --- ; ___ ., j 0 ' I I I I ' i I i 11 ,, :1 Tr -·· -·1 CONDUITS i I ~Jl!f~M i T FINISH FLOOR6 Ti _ , __ , ' __ ,, '") ) --· \ .... ~.~/ -~-.... / -=.,-\ _[ --l. ----·-·-·-· -·--·-----··---· . ., -.. ·' 1 --·-·--·_d..-'----·····--·-··-· ---~--~~--~~~~ =",-~~~~ -----. --'-<.....' -~·---; -,=.~,~---·--------' - ------- --W ' -A I r, 2"C-.0.-UNDERGROUND STUB OUT : ) I \ ,_, J ---- 2"C-.0.-UNDER6RCUND STUB OUT INTERC-EPTIN6 (E) POHER CONDUIT FOR FUTURE POHER. COORDINATE HITH CIVIL ENG. AND ARCH. al I 5 INTERCEPTING (E) TEL./DATA CONDUIT ,L,L----1----FOR FUTURE TEL. COORDINATE HITH CIVIL EN&. AND ARC-H. sEE CIVIL DH& FOR CONTINUATION BUILDING 1 FLOOR PLAN NOTE, BUILDING #1 IS A PREMANIJFACTURE, DESl6N-BUILD STUC-TURE TO INCLUDE POHER AND Ll6HTIN6. REFERI#. TO ARCHITECTURAL SHEET A-1 FOR ADDITIONAL INFORMATION. COORDINATE ELECTRIC-AL HITH BUILDING MANUFACTURER. 1/8"= l'--0" GLUMAC INTEUU,TIONAL CONSUL TING ENGINEERS 50 CORPORAlE PARK su1-:: 100 / IRV1NE CA 92714 -EL 714-533-8190 FAX 71 l,-833-C25/. PRC.J. #9b-lB1X2 APPRCVEC n;1.1..J( j uTI,riTEs rns111rEEf R.CE. t-:o. 46214 '1------~'1---+-----------------+----1 I ( ; . ' ~ ■ 1 DATE S--S .-&f'1= I I I I I DESIGNED I DRAW\J APP'C 1-------+-----·I ·----·--- DATE BY DESCRl;:,-ION REVISIONS CHEC-<ED DATE APRIL 25, 1997 I C-3004-DD UTILITIES YARD SITE AND BUILDING IMPROVEMENT -PHASE II BUILDING =11=7 AND GARAGE FLOOR PLANS BLD'G 3 CITY OF NEWPORT BEACH I w-s2s7-sj E4.1 PUBLIC WORKS DEPARTMENT SHEET 63 OF 65 ~ z I C ,- 0 = n m □ § ~ I i z □ ~ z w g . 0 a -rn I > < TI z _rn n > ,- ~ I z ,. ~ I 0 5 ~ B ~ ;g m O ; ;g < " Z 0 ~ z D > oil TI ' < • z rn ~ ~ , 0 IJ ~ z G1 z C: s: OJ m IJ 0 IJ !¥: .:, z G1 z C: s: OJ m IJ ,..__ ____ ~ a--- \>.', E ~ § :,: D ~ ~ f;: t'l I " '!i ~ ~ ~ ~ • • e -g ~ I Z rn ~ 0- '1\ ~ 0 IJ ~ z G1 z C: s: fl1 IJ \ V, I" U1 ...J I "' r sL ___ ~ ~ a I' -~~~ ~ ~ Ii: D TI < ~ ~ -E o Z ' z • G1 ~ . z ~ TI C ,, ~ ~ " OJ > m a II ~60' lf ----------··---· --·-····----·------------7 i". I (i'>--._ LAl2 v i~dD4o I , _____ ). -,-- ' i i I i ~-; _, . ' [ I ' ' : 1 ,--I s·Trn;,,1-;c1c <tJLTI •\ ·-'r\r~ ) ___ , •• "' --------------------·-·- ' _, -' :--- ' ' I! i ! I i-------1 L__j --·7 PtY:; .. :0.r:1r l'• r>,;;r::;-) i I I i I I I 7 / C-ONNEC-T 1.5 KH DISHHASHER -i I i j -• •; l· ~·,' LA-36 : I I _j i i I I ' ,::·_ ~:'l ' ; ~ I .~(7)"'i ·· 11 2 •10, I •1oe 2 ': 42'! '' 'L ___ , ~40 G i ! ' ' I I i I . i : 11 I I I H ! r I , 40 ' I --~ I -=-;1 ' I I:: ! : ! ' .. , : I ' ' 0-----t~ ' I~ 1 LAl2 ! J --·---·------·-n 0 +--------+ -- 1,--·- : I I 7, I I ' ' ' i ! I /4 ' i I .,..,..--.,.._ le-~---' ' ',J . :.J.il.11 • :1r- 1 I : -LAY.:,-38,40,42 0 ---~ ,, ____ - ---; , I -e,J' I -- 381 ! ' i ----__ , ·'1 / / I I _J ,•· I L____~:c·· _ ---1 ! I ' i ' I I ' /--- -1 ' ' ----• .Jj L___ ---- -_j _, :-:_-· ----=--l -------------I _{" _____ _ 1----- ' ' ' ' I / I / L. -,, LABORATORY FLOOR PLAN l/4"=1'-011 SHEET NOTES: 0 EXISTING REC-EPTAC-LE TO REMAIN BELOH COUNTER. 0 RAISE (E) TELEPHONE OUTLET TO ABOVE COUNTER. <§;, RAISE (E) REC-EPTAC-LE TO ABOVE COUNTER. <3> REMOVE EXISTING RECEPTACLE. 0 0 0 LDC.A TE (E) REC-EPT AGLE CIRCUIT HOME RUN, AND REPULL NEH HIRE 4#12, 1#12 C, ADD 3-20/1 BREAKERS AT (E) PANEL LA C-KTS 3C-, 40, 42 AND CONNECT RECEPTACLE CIRCUITS. INTERCEPT AND EXTEND OR REPLACE (E) CONDUIT AS NECESSARY. APPROXIMATE LOCATION OF (E) RECEPTACLE. CONFIRM EXACT LOCATION. IF (E) RECEPTACLE FALLS HITHIN HALL, ABANDON AND UTILIZE CIRCUIT FOR OTHER REC-EPTAC-LES. NEH 20 CIRCUIT PANEL HITH 40/3 MAIN 4 15-20/1, 1-30/2 BREAKERS. FEED FROM EXISTING PANEL LB. FURNISH AND INSTALL 40/3 BREAKER IN (E) PANEL LB. EXISTING LIGHTING PANEL BOARD "LAA" 120/240V-l <P-4H IOOA 1------· i=r·---' EXISTING LIGHTING PANEL BOARD "LA" - IN (E) MC-C- 120/208V-3<P-4H IOOA EXISTING LIGHTING PANEL BOARD "LB" IN (E) MC-C- 120/208V-3<P-4H IOOA ---------·----·--____________ J --·-,--·-----4 I ' I I I ' --" / / "--1 cl I ' I I I I ' I I i i I i :: i :_JK'(1li!: .. • 1·1111 ,, "ART> TO PANEL LB I I l/4"C, 4 #4, I #86 ~ 118' -----------·---·----------------------- ----1•---- 1 i -::_-=c-~-==-·;qf ~-+ -'$LE6 %:rt , ' \~ '~ ., • +4o ~!ET~--,._ , -----~------I 3 I I' 5 ' I J ·1 C . / I I "· • IW1 ':., I ! I j..;;j I • -••• ----• •••-••-" --••• •••••-so-•••••1 r··.:· :· ·r ,-::-_ _,, .c,L. (j ; C'. ! ' I I ' 1..;;j I I I ' 3 ' '•. or, ~ I • >c •• J ' I I J I, -'-~ -·1 • '., -. ··1 ' ' i ---... I 5 I I ' ' H0 JJ :1 __ ,,_J_ ______ T::::-.-::-::_----- -_·_:.__:'.:.':~ ' I I I-·-, • 1 ,)\ ·•~,•q ---------;;;; 1--1 1 1$$r . ____ 1 ---r I' • --+ 40 ~ T __ c..:·: __ ,-,c,t:r::::-___ _j 18· URFAC-E co,~i¥1'T • ' , : 1 ! BELOH C-AB I~ ;1y····Mi··· p • .E <i!i1 L:2-2,4,6 --- 21 ! l LB2-1,3,5 ~,ALL ) fC6 j ' / I ii ~4 ,= I Ip _ ---_T ___ -1 , -----1 I J•-1 --ilr ···~--,, --! L1-____ ,_, 1,r•-w-I ' I . \ I , . / NEH PANEL ·"'-•-_, i I ,-__ / I II i4 LB20 -Tl (~)f,,;1,, €,1'.{<'.l-~j L~~L~'.. 1-r--+---PLUG MOLD IP I ~ 6 ' I ' ' ' 1P Ibo ' ' I i ' I r ' !l~lt, ABOVE CABINET s:HCJP i~04 EXISTING PANEL LE SUB FROM PANEL LAA, 120/240V-l<P 40 AMP FEED LB2-8/IO, 30/2 2 #10, I #IOG T[l. __ [:~:-l□N[ (LJ'.l ST~1\;G) I -·-;-1· F,=-=· -. . .. Ii. ! i -1. ,.----~_,--' I • _ill;('-,.,--+46 6PI i , __ : ~-;_/-· . .J-11.--~', I 7 / '- ·---··-------- : Cf i +140 nrnr· -,. : __ j 't--?'c:'._,! ·,J()rc I! ' , !~·--+---:--: I I r-·~: \ ,_, ,:, 1 ! , · 1 ,: I 1: L_ ' ' I'"'" i ' I ! I --1 ______ , ! / I , I . ! --_f,/ : ! 1 ·, \ CRf:-._,,, fi CJ'. I' ' II=~ I • +40 I ; 1 I .,. I I I 11 I I II I i I I i I ~1 I i I I I' I ' 9 Ii ' Bf 1+40 : I; Ii !111 11 11 t. +4~ ' --~---·-----------·--· ·---.. ~-------------·---- ------------·---··--------·· ., ·-·--·-- i ... I I r i ___ 11 ;~ LE1 ----------· -----··-·-·-····••··---' ~-------'l. -. -· ~]--,-•• --·--,,, ----~~·-·r:_ LL_~,l~J -~:~--~ -.. ------·---I r-I ___ , I GLUMAC INTERNIITIONAL COHSUL TNO ENGINEERS 60 COJ!POflAiE PAR~ ~ITE 100 / O'<INE CA 92714 TEL 714-83.J-8190 FAX 714-83.3-0252 PORTI.,1/,m SA~RAI-IE~ TO SE~ ffiE SA.N FRANSCICO ~iAORID )(ECHANIC~L ELEC""RICAL ACOUSTIC,\L ENERGY TELECQMMUNICAIIC!'JS JOB NO. 96' 87~2 COt..TACT 6 ,, I / \ j / \ ' / •. I ! ·-_...-·, ', ..... _ i OFF I CE/SHOP FLOOR PLAN 1/4"=1'-0" APPROVED -+-------------1---1 DATE !, -5 -'1 r DATE BY DESCRIP-101\ REVISIONS I I DESIGNED APP') CHECKED-- DRAWN DP DATE. APRIL 25.1997 C-3004-DD UTILITIES YARD SITE AND BUILDING IMPROVEMENT -PHASE II BUILDING =lf:8 POWER PLANS CITY OF NEWPORT BEACH I W-5257-S I E5.1 PUBLIC WORKS DEPARTMENT Sl--~ET 'Li,OF 65 ~ I 0 5 n o a a ~ ~ n o • a ~ :i:i , a i 2 • □ ~ ~ • z ~ 0 JJ ~ z G) z C ~ [IJ m Il ~ I '-----' n~------, ~ 1i 5 " n !:l 55 ~ . rn D ; ~ " a z u 0 Z a s s -"' a . ' :II z _m ~ 0 m D ~ 0 JJ ~ z G) z C ~ DJ m JJ ·~----- ~ I 5 ~ B El ;g ' D S! § Z O • z ro '" • □ i,j ~ , < ,, -~ ~ m D ~ °' +, ~ ii II'- "t t 0 JJ ~ z G) z C ~ fR JJ ' VI .., V1 .J ~ ·~---__J ~ I " ~ . -c:: ' , ~ ''"" 0 ~!;,J'.il ....... ,Il u " ~l> g O ·-□ ~ V. < a - z Ei z ~ z (jJ z C s □ ~ ~ n Z _rn ~ ~ ~ OJ m JJ ----·--·-----7 r-------------.... ______ --------------------·----------------·---l ! --!---- ' . I I ' STC~AGE (r~□T A PART) ,--- I' ' I '--~ l ___ ·----··---------·------------------------ I I 1·----·rc:::c:::__ _,: ! I _____ i ... ---, ----r ------,-----,1 .. , ----.--·--··--' • ·--~ rt ~-- P0i'0r-' (_f',IO"f ('.\ ,::: ,\?I> ' ---, /III j t---! -,/ ! eC i i ' ' I --. --. . .. j I + , ••••• -0-1-r ····-~~--,,! ' • '' I' I ! J I I I ' I I : -.. --------' --']' I ! I ; ! I ' ;J_j : --1-----d!----µ... ___ ....! : ! I l • ,---1 ---i 1,'T1 I , I , , I ' I J ' ' ' i '1 I ' ' I I i ---~---I •• 1·· ------1 ! I ' • •1 I I i i ~--j_· • .1 • 1 • i i i I I i t --~-~:-! -~~~: '/ -1 • Ll -• I ' I +-----,.·--------···---·-------· --------------L ---r ; Ll.:c ~:,i:--··:r--==~~--j -;1-~ =-'=~ =="J ,_ ::::~--~ -·--·----i I I ; ! / L LABORATORY CEILIN6 PLAN 1/4"==1'-0" SHEET NOTES: ! i ' I I I i I i ' I I I ' I I I 0 0 0 EXISTIN6 Ll6'HTIN6 FlxnJRES, SHICHIN6 AND CIRcUITING TO REMAIN HITHOUT CHANGE. REUSE EXISTING SHITCHES FOR NEH FIXTURES. INTERCEPT (E) CIRCUIT AS NEGESSARY. RELOCATE AND RECIRCUIT EXISTIN6 INDUSTRIAL FIXTURES. I i I I i ' ,7 ''-, ! i I i I I I I ! I ! ! I I I I I --------------------------------------------- ----- l---·-·· --·--------· .. ----------------, ------------i -i J --~-~ ,--,-- • I , ___ -r--+--=s:--J -----t,~-+..:,_.....J I i I ! I ! ! I i i , [F< '\(.f: 1'['-j 1·--(c,, p le;.:; : ';, __________ II Ir¥--~-~ -1--==-~i= ---- M s ______ 1 !_~ ______ _j_ ___ _(__lF===I => C s i ------__....::...=+c:::= I M ' ' ! -i I M J ,---1 !_' Ms -, c-10 ' J • a I I / -H I ' I ' I i C I ' I . ]'------+-__, ; .I _ , : I , ________ : ... l:cc:_:__ __ -'-----j ,~=-L, -~, : J ', ; . I , . :===~:..'i, ·· · -----' ---=.::_ --I +- + + (' ! I ✓-=-i=----d M ' I • ·----~-----,------------17::c""" __ j ~. 1 J ab ---------- 1 ----- ----(j)_-::,,i \ ---i '---- j , -•·r - . i I--• , l -~:HfJI-' no4 + + I f ---L -, s ' D l r:~,p•7l7f)F J I \ ! i <EYET·r,:_;; 1 -...::::-j-J\ _____ I . ______ ,74 I L--·--·--7 c--·-·--···-···--·--·-·--~ --·--, ' ~-\1· ; BJ i s:: 1 :- , M • ~ : -·--·-1ab -----~ ! ....... - i -. ! ' i 1 --·7, I '-- ~ I ~.;..~ , , ~=:... r __ ] i• j ' .L .L ' --,,------" ----· ---···"--f, / : /1 8>,JL-----t"--:b---1- / i : // ~ N o/ !__ -I I --L --s M J 1 ·r l:=-----, ----i -1 I i _+ __ -_---.,,JI., ------+r---11--•• " -------------------l . ;;:_-_-::11, ___ "~==~~,-_ _J \ ' 2 . I r / -, .... , ~-_I OFFICE/SHOP CEILIN6 PLAN l/4"cc 1 '-0 11 C-3004-DD GLUMAC r----+---+--------+----l .,PPROVED UTILITIES YARD SITE AND BUILDING CONSUlll~~ ENlllMEERS INTERl>IATIONAL 60 CORPORATE PAR~ sun: mo/ R'.'~E CA 927"4 TEL 714-533-8190 Fl</. 714-833-0252 PCRn.AN□ SACRAMrnm SEATTLE SAN FRANSCICC 1,1ADRID "1~H~NICA_ ElEGlfflGAL ACOUSTICAL ENERGY lUECO~l,IUNICATIONS J03 NO. 96187x2 CONTACT 1 +----+---------l--l'"J,,,-1~ IMPROVEMENT -PHASE II _ 1---------+---+-------+----! BUILDING #8 1----+--+--------+-----JDATE S-5-'I'.) LIGHTING PLANS ----~ '" CITY OF NEWPORT BEACH W-5257-S I E5.2 I I I I IDCSlcscc, BY --DEsc~1PTION APP'oLV CATE DRAWN JP REVISl8NS C-EC.:KED LV .DATE APR!L 25.1997 PUBLIC WORKS DEPARTMENT SHEE-lo!)OF 65 ~ I ~ 0 D 0 ~ §3 D TI ' 0 D TI ~ ~ z a ~ z ' ~ ~ > ' D Z ~ ~ 0 JJ ~ z G) z C $ [JJ m :n iL _______ _ ~ I 5 D 0 el ~ ~ TI ' 0 > TI ~ ~ Z 0 C Z z a 8 ~ :g D Z ]" ~ ~ 0 :n ~ z G) z C $ [JJ m :n TI e >L ___ _ " \;'~ "' \ ( ~ "' (ii, ''\ a,·--- S z ~ ' 8 ;s ~ ' 0 D TI ~ ~ 2'. i5 i z ' . 8 -" ~ ~ z .• 0 ~ ~ TI z 0 :n ~ z G) z C $ ~ •L--- ? i " ~ '1l ~jJ ! !~ ~ ' ~ -~ 0 Z ~ z G) ,c ~ ~ z ~ "' C g i ~ " CD " m ~ :n I (I\ "' V\ ..J I "'