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Home My WebLink AboutH_5098_SCITY OF COSTA MESA . .. IAIO R COA!,T COtlfGf 1----,rf!1/; N r-1 ; /, ·---i., ... IL-'-'"C-''"-" --l-,~--!'.:.;' ~",/,I ~i \ a C ' ~ . .: i--1 \ L \ ... ..1· . ,c "'f -. ' ) I ,· (' '\ / " .,,. • \ fi'AClfl( VH 0 MfMOJl'IAl PA I k t (~ !ID, --.. \ Iii I -... -~ --' IAI ~ / ----I 0 PROJECT SITE ~ I ~~ c.-/ '-~ ~ \ VICINITY MAP l'V 11, 0 1/; 1/2 3/4 1 -----""' ~ \ -1 \~ ... ,. 11 ~ ~ GlliVHIC SC•lf IH MILES SYMBOL LEGEND ♦ POWER POLE. 0 MANHOLE. '0' FIRE. HYDRANT □ METER BOX --0-VALVE E--POWER POLE ANCHOR A MONUMENT -><-x-FENCE BLOCK WALL C~ TREE. [j'f:J SHRUBBERY /" 4..kA.Jit ASPHALT PAVEMENT ~B BRICKWALK I_:-·.: . . : _;I l.:...'ccc~:.c,J CONCRETE t: j u.-...c,..v_.ci:l BUILDING -----EXISTING CONSTRUCTION NEW CONSTRUCTION -·-1!· CENTERLINE -·--s-SEWER LINE -·---w-WATER LINE. --G-GAS LINE -£-POWER LINE -7Et-TELEPHONE LINE -r..--CABLEVISION LINE -SP-SPRINKLER SYSTEM -L~ S.TREET LIGHT ---5- --5- 5~ CD (R) (A) {RO) 5C ST s C cs H PL C.F. F.S. TW TF T.C. -ISI-B.F.P. -0-P.C. . ~-M. -R- EXISTING CONTOUR FINISH CONTOUR SOIL BORING CONSTRUCTION NOTE REMOVE EXIST. IMPROVEMENT REMOVE INTERFERING PORTIONS 8, ABANDON TO BE REMOVED BY OTHERS NUMBER OF PARKING SPACES STANDARD SPACE SPECIAL STANDARD SPACE COMPACT SPACE COMPACT SPECIAL SPACE HANDICAP SPACE PLANTING AREA CURB FACE FINISH SURFACE TOP OF WALL TOP OF FOOTING TOP OF CURB BACKFLOW PREVENTER PUMPER CONNECTION WATER METER RIDGE LINE EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC BELL CITY OF NEWPORT BEACH (SEWER 8< WATER) COUNTY SANITATION DISTRICTS GROUP W CABLE OF CALIFORNIA COMMUNITY CABLEVISION COMPANY UNDERGROUND SERVICE ALERT NUMBER 634-3128 895-0246 999-5715 640·2221 962·2 411 EXT. 222 642-7447 720·2056 1·800·422·4133 NAME DISPATCHER CHET WRIGHT JO Mc.CARD PAUL MALKEMUS CONTROL CENTER CHARLIE RO MAN DAVID ANTHONY CITY NEWPORT PUBLIC WORKS OF BEACH DEPARTMENT BALBOA YACHT BASIN MARINA CONTRACT NO. 2 4 22 APPROVED-~==\M11:<:?:l=•=/cw~=..:....·11,,-Lc...:.::..=-DATE duc.t: l9Blf ? PUBLIC WORKS L 1ST D\iG.NO. SHT.NO. TI I Cl 2 C2 3 c3 <+ CL1 5 C5 6 C6 l C7 8 CB 9 C9 10 CIQ 11 Cll 12 Cl2 13 Cl3 14 Cl4 15 Cl5 16 Cl6 17 CI7 18 Cl8 19 Cl9 20 C20 21 C21 22 C22 23 51 24 52 25 53 26 54 27 S5 28 56 29 57 30 SB 31 HR! El E2 E3 E4 ES E6 Al A2. A3 A4 A5 pf, A7 MI MPl Pl -.P2 Ll 12 L3 L4 L5 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 DIRECTOR; R.E. NO. 12806 OF DRAWINGS TITLE TITLE SHEET EXISTING CONDITIONS & SITE DEM:JLITION -WEST EXISTING COI-OITIONS & SITE DEM:JLITION -EAST DREDGING, DOCK DEMOLITION & REVETMENT SITE LAYOUT CONTROL & PARKING -WEST SITE LAYOUT CONTROL & PARKING -EAST SITE IMPROVEMENTS -WEST SITE IMPROVEMENTS -EAST DOCK LAYOUT DREDGING & SITE DETAILS & SECTIONS SITE DETAJ LS I SITE DETAILS II S !TE WATER LINES -WEST SITE WATER LINES -EAST WATER LINES IN HARBOR ISLAND DRIVE & BEACON BAY • SEWER & DRAIN PLANS & PROFILES DRAIN PROFILES & DETAILS UTILITY COORDINATION PLAN -WEST UT! LITY COORDINATION PLAN -EAST SITE CROSS SECTIONS I SITE CROSS SECTIONS II LOG OF SOIL BORINGS I LOG OF SOIL BORINGS 11 TYPICAL DETAILS & GENERAL NOTES BULKHEAD WALL PLAN -WEST BULKHEAD WALL PLAN -EAST TYPICAL BULKHEAD WALL SECTIONS Tl EBACK & DEADMAN SECT! ONS & DETAILS BULKHEAD CAP BEl'M & MISCELLANEOUS DET/111.S PRECAST SHEET PILE ELEVATIONS & DETAILS PRESTRESSED ANCJ-iOR PILE & SHEET PILE DETAILS BULKHEAD WALL HANDRAIL & GATE DETAILS SYMBOLS & NOTES SITE PLAN & LIGHTING & UNDERGROUND ELECTRIC/IL DISTRIBUTION -WEST SITE PLAN & LIGHTING & UNDERGROUND ELECTRICAL DISTRIBUTION -EAST RESTROOM & OFFICE BUILDING DEMOLl'i'ION PLANS PLOT PLAN Ii DETAILS , RESTROOM & OFFICE BUILDING ELECTRICAL PLAN SINGLE LINE DIAGRAM RESTROOM & OFFICF. BUILDING PLOT & DEM:>LITION PLANS FOUNDATION PLAN & DETAILS . RESTROOM & OFFICE BUILDING FLOOR PLAN, SCJ-iEDULES & SECOND FLOOR FRAMING PLAN RESTROOM & OFFICE BUILDING EXTERIOR ELEVATIONS RESTROOM & OFF! CE BUI LDT NG SECTIONS & ROOF PLAN RESTROOM & OFFICE BUILDING FRAMING DETAILS RESTROOM & OFFICE BUILDING INTERIOR ELEVATIONS & ENTRANCE SIGN DETAJLS RESTROOM & OFFICE BUILDING FINISH DETAILS RESTROOM & OFFICE BUILDING PLANS & NOTES RESTROOM & OFFICE BUILDING EQUIPMENT SCJ-iEDULES & PLUM3 I Ni; OiART RESTROOM & OFFICE BUILDING PLUMBJMG PLANS & SCJ-iEDULES RESTROOM & OFFICE BUILDING RISER DIAGRAMS IRRIGATION PLAN -WEST IRRIGATION PLAN -EAST PLA~TING PLAN -WEST PLANTING PLAN -EAST IRRIGATION & PLANTING DETAILS BOATYARD FACILITIES 81 55 B2 56 83 57 B4 58 85 59 86 60 B7 61 88 62 B9 63 BlO 64 811 65 BOATYARD FACILITIES KEY fll\P BOATYARD FACILITIES FLOATING DOCK & PILING LAYOUT BOATYARD FACILITIES CLEAT & BUMPER LAYOUT & PILE GUIDE DETAIL BOATYARD FACILITIES GAffiWAY DETAILS BOATYARD FACILITIES GANGWAY STEEL DETAILS BOATYARD FACILITIES PLUMBING DETAILS BOATYARD FACILITIES ELECTRICAL DETAILS BOATYARD FACILITIES UTILITY INSTALLATION DETAJLS BOATYARD FACILITIES TRAVEL-LIFT PIERS LAYOUT & DETAILS BOATYARD FACILITIES TRAVEL~L.!FT PIERS DETAILS BOATYARD FACILITIES WASH DCWN S,PB, CRANE BASE & UIDDER DETAILS .•• ---•~ r.~-'"·. : \ CONSTRUCTilON NOTES DEM:JL!TION REI-OVE EXIST. PIER, SUPPORT PILES & Gl'NGWAY. REJ.'OVE ALL TREES, EXIST, FENCE OR WALL TO REl"AIN, BROKEN SLABS ON SURFACE -SEE 1/Cl. • REJ.'OVE HOIST, l'NCJ-iOR POSTS & FOOTINGS. SALV/>GE MAST & HOIST ARM & DELIVER TO BOATYARD OPERATOR. REM:>VE INTERFERING PORTIONS OF EXIST, WALL & UPPER 2 FEET. REJ.'OVE CONC, RAr1' & RA! LWAY RA! LS. EXIST. OVERHEAD FACILITIES TO BE REJ.'OVED BY UTILITY COMPl'NIES. - SALVAGE & REINSTALL EXIST. MAIL BOXES & POSTS AS SHCWN ON DWG. C6. REJ.'OVE EXIST .. BLOG. & FOUNDATION STRUCTURES. REM)VE EXIST. GROUND COVER & SHRUBBERY. REJ.'OVE EXIST. GARAGE STRUCTURES -SEE DWG. Al. REMJVE EXIST, FLOATING DOCKS, STEEL, CONCRETE & WOOD PILES, REMOVE 55•± OF CONC. GUTTER TO B,C.R. • REJ.'OVE 20 1 ± OF CONC. CURB & GUTTER. REJ.'OVE UPPER 2' OF UTILITY BOX & BACKFILL. REMOVE & SALVAGE 12" CONC. PILES -SEE SPECS, ~!TE IMPRO~El"ENTS CONST. TYPE "A" CURB & GUTTER PER STD, 182-L, CONST. TYPE "B" CURB PER STD. 182-L. CONST, SIDEWALK PER STD. 180-L. CONST. A.C. PAVING PER l/C6. CONST. A,C. PAVING PER 2/C6. CONST. CATCJ-i BAS IN PER 5A/C10. CONST. CATCJ-i BASIN PER 5E/Cl0. CONST. i"OD. CROSS-GUTTER 6' WIDE PER STD. 185/L, INSTALL 12" A. C. P., 2000D, LENG1H AS NOTED. Cf,J> UPSTREAM END: EXCEPT WHERE NOTED. WATER SYSTEM ® CONST. 6" A,C.P. WATER LINE. r.:11 2 ® CONST. 2" SERVICE PER ClTY STD. 503-L (HORIZ. CONN.). '<;/ INSTALL FIRE HYDR/>NT & 6" A.C,P. PER CITY STD, 500-L. r;,'+:,.@ INSTALL M=TER BOX, BACKFLOW PREVENTER & PUMPER CONN. '<:JI INSTALL BUTTERFLY VALVE PER CITY STD, 508-L, ,,;::,, 6 @ CONNECT TO EXIST. MI\IN PER CITY STD. 507-L, \& CONST. 1· 1/2" SERVICE TO EXIST. McTER PER CITY STD. 503-L. r;;i-, 8 @ CONNECT TO MAIN PER CITY STD. 502-L. '<31 CONSTRUCT lHRUST BLOCK PER CITY STD. 510-L. @ CONST. l" SERVICE PER CITY STD. 502-L C/lJ' SERV!CE.3' BEl--l!i,D CURB (FOR FUTURE EXTENSION BY 01HllRS). @ DISCONNcCT EXIST. 1" SERVICE FROM 2" MI\IN. _· (i.~ DISCONNECI' F.XIST. 1 1/2" SERVICE FROM 2" MI\IN, ~y ,. CONST. l" SERVICE TO EXIST, f-'ETER PER CITY STD. 5~7.-L c-;.'./f'j}. REMOVE INTERFERING PORTIONS OF EXIST. WATER LIN[ t CA[ ENiJ',, '"!:Y Si>WCUT CONCRETE FOR TRENCJ-i & RESURFACE TO MI\TW CX!S1. SURVEY HYDROGRAPHIC 8, SITE SURVEY WAS PREPARED FROM FIELD WORK PERFORMED FROM MARCH I THROUGH MARCH 24, 1983 BY JENNINGS ENGINEER I NG CO. BENCH MARK NB4 39 77 IN THE SOUTHEAST PART OF THE INTERSECT. OF BAYSIDE DRIVE AND HARBOR ISLAND DRIVE, ON THE NORTHEAST CORNER OF A 4.3 BY 4.8 FOOT CATCH BASIN, ABOUT 38 FEET SOUTH OF THE APPARENT CENTERLINE OF BAYSIDE DRIVE, ABOUT 64.6 FEET EAST OF THE CENTERLINE OF HARBOR ISLAND DRIVE, ABOUT 12 FEET EAST OF THE EASTERLY CURB RETURN, 0.8 FOOT BACK_ FROM FACE OF CURB, SET WITH EPOXY, FLUSH WITH THE CURB AND WALK. LEVEL ADJUSTMENT: YEAR-1976 MSL ELEV.= 8.557(11.287MLLW) BASIS OF BEARINGS N84° 46' 33"w AS SHOWN ON THE CENTERLINE OF HARBOR ISLAND DRIVE(FORMERLY BAYSIDE DRIVE) PER TRACT NO. 3867-MM80l-40 /46 COORDINATE BASE CALIFORNIA ZONE 6, LAMBERT COORDINATES, ADJUSTED 1968, BACK BAY. ADD 520,000.00 NORTH AND 1,490,000.00 EAST TO COORDINATES SHOWN HEREON FOR THEIR TRUE VALUE RCD LUNDIN AND ASSOCIATES DWG. TI H· 5098-S SHT. I OF65 ( ' ! I I I I '-! 1 l l l I 1 i I le i ( J - ' 'I) t,; l 8r1+111 I .. ~-@ ,4.C PA ~M~A-7-~ {R) ' 70=7 ("R) ,, .::,a ( '.) ' &~ J r,J® 2 ,~-,~ \-------- 2 TYE>' _j i FACE OF />./GP'✓ BULK#.GAD CAP R£MOY£ f5..5.4LU46E //,/,T,f'K'/"£/4""/N6 t:?,<=)70/V5 Or c:H.4/A/ L/N..K' FE/VC-1?· .::5,££ 7 f-c.-=;t,c,-t?=-r---- C.,(/S ;r. lf/Oo.,o BL/LK,4/E.40 TO REM /N. CON.TRACTOR MAY /c?EMOY.£ POR7.1/0/I/S /NTERF.c?R/NG #777/ .A/E-U/ CONS 7R..?"C;70A,{ AND S,ij,4LL. PROTECT ADJAC£NT P/EK ft! C:ONC, ,c:>/LES---. 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C,:::;;;,. @ /cE/J/l'OY.£= £.>(/ST-BLDG-$ Fd.L//V.OA770N S~L./CTU/4:"'E:::,. @ /<?EMO//£: E,..Y/S,T. G/4?'0.L.//✓.0 COYER ¢ Sh-'/4?'.L/BB.c':f/4:"';i< @ R'EMOY.E EX/ST, PZOAT///G DOCKS/ S7E.EL, CO/~/CRE/2="' d .. ~00.0 P'/LGS. @ .... ?EMOYE 55/~ CONc. GL/TTE/?TOB.<::::;.-e ·@ .,e'E/Y,IOJ/E .!?O-' r OF CONC::: CL/,€'8 ¢ GL/TT.E£ .... @ -.E'GMOYe L/PP£..E" e' OP ,L/7/L/TY Box ~ BACKfiLL. @ /~L/.S. BL./L.K,L./EAD L/N..G ( ¢FACE OP NEW I .. BL./LKHEA.D C,4,=> \ 8£4/14- \,1 I I f --/f,'&'/,.,..,._,s/; ,--.---,------~--,----I'--! FAc.Y:::" OP NE/4/ I 8.L/LK-4/EAD CAP ,e./::-1,.V: ,...,...--,,----.-/,1,{,V~ - ,_,_..-EX/ST-TGL-, 8007µ(.<?o) 0 / l . l REA40YE ALL £X/Sr, BROKEN SL.48.S fl ?U88LE 5EC7/0N / NOSC4LE C/ /A Cl C/,C.f? APPROVED 4!:(2/U., PUBLIC WORKS DIRECTOR 1--1---il-------------+--I R.E. NO. /?806'5" DA 8-6-84 DATE BY DESCRIPTION REVISIONS DESIGNED APP'D. .4 c; ,£':" CHECKED ~,q: ~l 7~ J v· \e,E/#OYE£r/S.T.CONC. / ~LL .. F007J:-VG.:...~ $ 4LL CO/\./ST,E"VCT/ON / /4/T EA?FE R / NG ./t✓;/T ,4/ N611/ BL/LK#EAD DWG. Cl BALBOA YACHT BASIN MARINA EXISTING CONDITIONS 8i SITE DEMOLITION-WEST CITY OF NEWPORT BEACH H-5098-S PUBLIC WORKS DEPARTMENT SHEET 2 0/F 6 5 0 /2 \!< !'>:~ ~11 ~ ~" l 'I,~ ~·~~ ----+------s----,,~6'',;"Sl@>s:~N,~,s~RE_ ?'a.;a,; , G 7 (» 0 4P/='ROA< L/M/TS e7,c-1//S/6LE~- 8ROKEN SL.485 OA./ =ue,c:;4 CE_, TY/? 'R)' l 1-. ~ t,: ti: :§ Sl Sl Si ~ l \i ~ ~ ~ " ~~ i ~ ll: ~ s~ ~ I • f.L, "' I • 0 ;""_====~--~h::5i :;:; N.=',V-"""'i'Td:!:,J_C'!,_ ~ :, • '/ r-er,;;:"""'1' ... / " .. / 6r~YS'TUC~ C,C'A-f"MC~...-;.1..: .&"~. --t'------,.,. ;,___,_ (,e LE4St= L/A/£ (,eo.J -- / Cl @ ~ , \ q i1-;?OOON V L/.s. 8,VL/<;E4D L//t/E-J ©® • I ~ L IM/T OF B.UL?'/-/£4,Q,-£-" I>:' /?"El'4C;)J/4L (X NOTe.· ,,CO,.<? DLE/l/,/OL/,7,1/0/V /\/07ES, 5£,E D/1/G-C/' I ··1 r- J ' APPROVED r------------t-=-t~c-=--=--=-======+==I e1t2 J1L.. ROD LUNDIN ANO ASSOCIATES PUBL~E.v::it.K-'~-=~'-'/l?"-'~=@~--i ac1c A3 DA IILVD.•SU(TEli!lii!ll!l•NCJRTHRIDl3E1 CALIFORNIA B131i!4 1---1--+-----------,--,DAT 8-6. 4- DWG. E:2 BALBOA YACHT BASIN MARINA EXISTING CONDITIONS S. SITE DEMOLITION -EAST ~' ~ UZ13J ~49-441i13 . DA= BY _ ·~ DESCRIPTION APP'D. DE~~~ D~~L.-CITY OF NEWPORT BEACH H-5098-S 7/1/1 ,/98¢ J...::=..L:::_.L_ __ -:--::-:-::-:-::::-::-----___JL--7[cc,eH1HECcci_ ~KE~P~---fi~iAA~ij:,,:--_,,/4-.::;-;?,:---W--:-1 PUBLIC WORKS DEPARTMENT SHEET 3 Of 6 5 L ____________________________________________________ _.. ___________ ,L=:::•:m~••~T!":R:;•o~c:;l•~v~•L:...:":,:N:,:G:.:,1N:::;E:,:11:,::R~N:,:c:;,-:•0::,;s~3!3--~D~A:,TE:__..JL ______ _:R,::;EV:.:,:.::IS::,:IO:::,N:,:S;__. ......... __ .a.,;;:..:,;..;;.;._...i..:;;;;,.:;;.;;.:;,:;,;;...a, _________________ /"'-:-•-::·:"··-------- ~ -/~ ,-~ ~ "1 I ~ ~ ~ ).j' / / C '/,,- /7,5' / I /- I i I ' I I I I I/ ·Y'.---=-.,,------,:,~ 17 ! . ;'. /= • E,K/ST, CONC F0.1\1700,iV f,E') ly 0 1 -L//4/7 ) _--,,-, .. ,,..~-,, .,< • C -cl .5 /4:7 L. L I I I 0 / 0 \ .,C.,4c.,£ C?,C BL/LK.,L/E.::JL? CAP BEA/4 \ • <',,,,.,.-,,-,--~-----\ ~ /// ' ,./ ; ·-I I ! 'I J . i . \ I • \! 0 ' \ \ ' \ \ \ I \ \ \ • \ ' \ . \ ' / \ ,,·; • 0 ' I I I I I I \ i!xb7E-- l F0/2"" CO/V7/4'VL {!' 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YACHT BASIN MARINA ' SITE WATER LINES-WEST (11111 li}t rJ!Et':JW©frr O~ti(l~ H-5098-S !'U0LIC womm DEPARTMENT SHEl!T ) 3 07 6 5 ) \ \ / I /0' -2.1:'..0 C}_/y_ .. . . I ---..c_/i,L-.. --E_a;_,_, ----'-~ ?4~' _7-~-.--,-;, i ~~1 ' ' . CONNECT TO EXIST G" R/NG • TITE G.V. , S8 E0,5' / • 7-./-/C,? ' Fr'/-,. /N,57;:dLL /1/ET.i:fR efOX' . PER' .570, 503-L 30 /W,4 TC# L/A/E -CON.TL?. 47 .-P/GNT ! .. ' i' < I" '. 8 .. ' '' i YOOON ':. /VOTE,' /, F"O/? .?//ATE? L/,A/E CON.STPUC}70N NOTES-SEE OU:,,-6. C/.:? Z: FO/? CON,T.<?'OL .j'f COO.c"'.D/NAT.ES :. 5.Fc DJ.YG, C6 g, J/.4L//GS ON #Y.0P.4NT L/NGS 5/./4£.L BG BL/TT,ER,,=Z.Y TYP.G- 4. ££SID. PRE.S5Ul2e /6 55 PS/ AT CO/J/.J, TO EXIST. MAIIJ. ' ' :~ I, CO/VC ,.C:-OOT/NG----->c,· +------i, \l :• ., ,, \l) F/,,.V, GE' GUAROPOS7 5EEDEU/L i@ . /-T-E"'..4'1/EL -L./FT /"Y.E.1? / S'EL:.'-O,M/G. L:%3 • • .--+---1--, • ✓ -::r1~#Yo,e,4,v7 I '" ;J? I I ( g• • ~--7£.4//EL-L./F,T /=o/G,e I • \~ -r4/YDR4NT DETAIL·@ NO .SCALE C/3, l--+--l-----------+--1 DATE SY REVISIONS APPROVED PUSLIC \','O~IIS DlnE JllJ; DE:SiGNEO ,4c,e CHECKED .RPL DWG. Cl3 BALBOA· YACHT BASIN MARINA .SITE .WATER LINES -EAS~ C!YV o;:r fJfR"Jt;ij[l'ir Dlffiit:IXI H-5098-S PUEJLIC woims DEPARTMENT SHl::IIT 14 o; 65 i \ ' \[) ~ i ~ 'ii ~I ~ ~i ~ ' \') (#1 ·' 1\1 l() ~ ' ,BE'4CON = 44) 1/ -,,C-0/4? CON,?,7NL/A7/0N- ::5,GG 0,.#/G. C/c '\ /7N&.C3 I~ . " /VOTE,' ,,COR CO/\/S7RL/C,?70N NOTES -SL!:EL)l'/--6. C/4?. , . \ '.J @ /.2e.Sl.t?. /'£ESSL/Rc IS 55 PS/ 47' CCNN' 5 TO eX/GT, MANS APPROVED ------------t-i--i------r--, o. Cd U RCD LUNDIN ANO ASSOCIATES &10"10 REBl!!DA. l!ILVD, • SUITE 2211!!1 • NCIRTHRICGE, CAL.IF!ORNIA-91:.'!!1124 PUBLIC WORKS)~~~~<,< 1---1---i-----------t-----i R.E. ND. -<-.0"-'='-=--1 DAT 8-6-84 / )i!,' ~49-4493 DATE BY DESCRIPTION APP'D. DE,~ ,e D~ k"" L 7fr/,,?#~I--J____J ___________ L_---l~C~HE~CK~ED;;--~M~~T~.-'/-7 CATE REVISIONS ?PL Y//,:1//f'6'4 OWG. Cl.4 BALBOA YACHT BASIN MARINA ,WATER LINES IN HARBOR ISLAND DRIVE, 8 BEA CON BAY, CITY OF NEWPORT BEACH H-5098-S PUBLIC WORKS DEPARTMENT SHEET . I.O OF 6 5 ' Ii I , . i . ".--· • 1--\ Fl .. -1 .. f ----_J ---- ' : t - -.... -.L -... -., --. ' ---"-+•- .......... \ -~ \ I i '. ' 1 -1- / ..t..?12' 41 /\l PLAN //'= c:O' j i .. , • i . • ' '"" ' ; .... I ' ,- ...... a .... . _, - - _ _.. ! --l-- '--· t I e I T". -;----· ' i I , · l I . I ' . l-... ---+ -·---t --r- _, .. _J ---·. ,------. +·- -, ---.. -!-:_ ' ' • ' ! r-r 1 ·=~·,-:~ tt \ i i ' I l , ! ' -! ,fcc·,J I I ··,· • I i i f -· t i :·:: ! . ; I L l --+-- ' ' ' • ·-·+- ~.-•• ------:.~ •• --•. •• ', •. ,'. ~ -r-: ·:i.· • ::-_::·::: .. L ... --~-__ __;_ --. ~· ' --·-- :--~ ' .. : .... , .. ; ··, .. 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L..__~-"'-s -J'V ,-c;." ~ \J ,,.I ______ _./;__/ --.!..-4~-~,._..--t'/ ~-::::-~ ,:-_-_£NCAS-c='.-14.E/VT-(Q ~ +-+--.---,----/~,;:_____ _ ~~ ,CO/VTROL L/N,E \ --.-n f ~i ~ '\l a<O,C, ~-->--' < " F '~,,-~ ~ 5✓/ SLEE//£7\~SS~~/)' 1---\l!-i=LL-( ~''•,., ~ tri ~ --,,,_ '-'\J C0/1/,J, TO ,,i -+P=-D.E/-l0//44A/ ,F 77.!:,BAC,< ., , , PZ0477,,VG OOCJ::5-. I .SEE D;:1/G. sz '•·-.. ,, I ' ,, ' --, fo c__ __ l 1L·----1-;-+f---__l ' h I i I ~-----------' ._ ____ _ - NO SCALE - DWG. Cl5 APPROVED BALBOA YACHT, BASIN MARINA ROD LUNDIN AND ASSOCIATES A IIILVC.• SUITE liil!liii!IS • NCRTHRICl3E1 CALIFORNIA B1324 _/J. 2;": :49-4493 7': o<~ ~/#f',#,i. _ Ril:Gl ■TWRED CIVIL SNGINEll!A NO, "10133 CATE SICl"JC RESI! / PUBLIC WORKS ~Jl'd!'b R.E, NO. _,_/==='---1 OATJ -6 -84 SEWERS. DRAIN PLANS S. PROFILES DATE BY DESCRIPTION APP'D. DESIGNED /CK' REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT H-5098-c: SHEET l6 OF 6"5 l I . 1 '"~ -..:. ... : ..;..;.;.,- L ! (/i?A' NO SCALE STA-EL-S -/0 /_.3;5 -z.oo _:j'o_•• /,2Y/ _,tg'N ✓ff'-✓ ----.. ---------- ---- Z ,L. d ::3· /4 7:3 70° 12" IZ" /c'" e..oo ,I l ',C/&., /r/ODIF/i:=D JUNC7/0N STRUCTURE Na I ..SHAL LOff MA/v,L-/CL.G ' ROD LUNDIN AND ASEICICIATES 11010 REBECA IIILVD. • SUITE 22!!!1 • N□ATHRU:'lGE 1 CALIFORNIA [1213) 349-4493 ~RR(:.V~l~ERR NO, 10133 lil13Sl!4 DATE BY DESCRIPTION REVISIONS /\/07,E: S:-EE 570. DffG. /Oc:b -L FOR 7",e'E",/1/CH/A/G ,p &E..OD//VG £?'£2:p'TS. APP'D. ' APPROVED PUBLIC WORKS ~~;/:9:1;; R.E. NO.~/==~~--, DAT• /l-h-84 DESIGNED ,4CR CHECKED .PPL DA,;E /4 7//0 84 / DWG.C 16 BALBOA YACHT BASIN MARINA DRAIN PROFILES 8c DETAILS CITY OF NEWPORT BEACH H-5098-S PUBLIC WORKS DEPARTMENT SHEET (7 OF 65 ; I \ I ' r-, Ll0,l I \ \ I I I I I I E I I I \ I I ' ••••• ~ L-- \ ' --LJ--.. -~-----:;£~,_;,-----:,.. , , ~\, ••••• ' ~ /· . )7✓• v ~~f __ /4 ~ .. ' .... \ . I I I ' ' ' '1) : ~ 11~1., • . ,. /4 ot, f'f, h' 1/.,,(j • -----..@ __ ___ ---· .. _ ....... ,~--!--I 4~1¢ . ~ -~~ fl -:--~-· ... --------@ // (/ %" . ' L--rl-1 ' ' ~=====!cil ~--... ' " . ·-. M.dTC.L/L/NE-CO;V,T-:0. ['.s1 011:! t.. LI ru C:lla M AN li:ll AG 8 0 C ! A ii t:= 6 7 c:e -J.,&//?#¢ ! A~A!:;O CIVIL t,NOINCC~. NO. 1010::i OATI'.: I! -, l /'!I ). I .. '' • I , , , I •. . , . . . . . -. , . ' . . ~ . . ·- ,. ·, IJ) r ., •' ' . . ' ~ '' ' " '. " I -~ '' ' ~ " , ' ' '' ~. ,I . H ', " ' ------- 700' I I i ' ' -77 I I ' ' ' c?''/1/?/.?/6ATION____.,,,--DEAO/v/AIV n-, :: , L/G.t-/7, f5' .F'O/:V£r--+4--2\ .... TEL----'--!----" /'41:-T, ¢, 7,//, ---j--j-----, ,;,y,47g,e·--11t=:±-----'-~I SECZZON@ NO £CALE Q7, ,. • ,:.r-_,,.t,r4E7 HGT, F 7.v: _/ J .70' ?5. S , 7£L. ~~ /2EL ./, f-c---;;;--:-;:;;;=--:;:=--;-~;----------'~c:..,;2,__.---------~1i---COA/T?O/ =---'7 I -3./,7;' ::5/ L=P!'L !1' ,_ ---i-~=d.c.-.5~,-CL/RB L/N£ £:5' 2' ··z/NE ' . ' . . ' . ' \ :: :---;~' : ~-.;:,-o-_-.-_-.. ...J -r-•• .J.-=-/} ~ ,c :- . . . . ' '' ! . ' \ TEL---+ MET. f5 Y:J/ I Jr:4T£Jc-+-_-<J~--...., @ SECTION A/OSCALE L~G£ND /,1/ #:4TE/4:? E /=Off EK ' L L/Gh"77/v'G 7"EL. T..G'LEP/2,IONE k-c°' ''i RR/ GA 7/ 0/V 7-f: TELE///S/ON .M'EZ l';.,f ETE/4?/NG SP /RR/G'AT/ON SECTION NO SCALE NDT£5.' / r=-o.e EL.Ee;, ,7=L.4/\/S-S'EE DU/G'.S:E2(;'!Ea DWG. Cl7 BALBOA YACHT BASIN MARI NA 1---4--+------------+------l 1 1 & Q_ u UTILITY COORDINATION PLAN -WEST, FUSLIC wom:s ~~)'3~ l--+--+---------------1---41 R.E. NO. ~Lc.=-==---i DATE SY _ OESCrHPTION REVISIONS DAT" R -f, -84 DESIGNED ,4'CR CHECKED ?PL (Jfi'V @:F ~JE\."Jt"lt»l:21i' D~t\/Ct~ H.:.5098-S PUBLIC \','O,ms DEPARTMENT SHE[T 18 Or 65 ' J j I i ' ' I l I I· OPRHAND c----c--L JGl-/7J;(/G COND, .... - ;I ~ - ,, ~ J ./-YALL I I ......... ·········· · I / . I ! -11~--- 47 £4MP /✓0, /_J' ~l---- (CL./A?..8 L/NE .__,__•· -- I i I I l I I I 11~ I I I TYP/C..di. PLANA7 G,dNGff.4YS SP. ,. . rf\ I .-. .. ~ I~ I" ' ;-p ' 13 '~ ~ 1 \S ' ' -· / / i ' ' -- 0010 AE::CCOA CLVC.•$UITC: :'.'.!:':Ci• NC~TMt=m:::ic;:.e:1 C:AL.IFClrlNIA D1:Z:~G ~~~, =qc,qqo~ :y ' ,fl , :R . ' \.- ' ' ' '' .. ~ ' - I DATE av .:3,/7✓• :5; 5' C0/\/7..e=oL L /A/6= --7-""".&:"". ~ . 4,6' z-. I I I I I I I I I . ' ' ' I I I h ~ u· ·~ .OE-4.DM"AA/--t \ u ~ I I TGL r--,-z0,,//✓e'R/GA7?0;✓ I I r=O.J',!1/, H;:4 7 E,,i':' Y-¢5 M!,;T££,,1NG _I I /Q,00' , g,/,7. 5' C C'N,7£0L L//\/6--- ·s., 5./ '/' r .. z-7 ~ I I I I ' I J I I i ' i. i-?', /RR/GA 7?0/V 1·7 • I • ' DE,,,;D/14A,A/-1 I 1-.---ff A --"L/G/-/7//VG I I I .SGCTION ~ NOGCALE /4 APPROVED BALBOA YACHT BASIN MARINA UTILITY COORDINATION PLAN -EAST, DZSCnlf'TION DESIGNED .ce Ci'ii'V 0~ 1:-J~-:Yr~[l'il' Oiffit::llil H-5098-S REVISIONS PUBLIC YJ'ORIIS OEPA!lH.IENT SHCET 19 !l? .65 I I ) ! t 8 4 r T :TOPSO/L- --- I I To,,,=so/ L. ,;,.)<:?EIPYOYLE 3'',4.C. f PEMOY.G CO/VC Pi/4L.k7 ~, ::::-~,:,.,-,, _ _,,,, ~ I :··,, /___ ~-- 574_ /8 ,/ 7d "' -~ //J'// 7ZT..c,rrazu-;z:n_ __ 7 V / Z7 LJ-L/'J2'' -~[:;?.,': ,,7- I -, ---71 I ~ ' I "C.. .~ ::_,,,..,-71 I I-· ,, -'.fr\ ',, ii ,f;;;_ " ;':, , I k-. I 11 ',, ,,, 11 ' ,, I '•, I !I I / ii / /~ ---,, ", ,DR£DGIAIG I/ ·,,,,,,_ I 11 L_.,, ~c/21"0 YE /1/A L. L s TO EL. -I/ ii ! 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Cl9 BALBOA YACHT BASIN MARINA SITE CROSS SECTIONS I d CITY OF NEWPORT BEACH H-5O98-S . PUBLIC WORKS DEPARTMENT SHEET·20> OF 65 V / ' ' ' ' -------------------------------.. ---------------------------------------------------------------- f• ,€°'EMO.VE ELZJG. ·-...._J __ ,;!?£",W-"t:?J/.c··.,;p,4,t:k z· - tf' -:<-J .() -:..~ .. 1 .t>'I I~ ;' 1 1·; ,. it-· I f ~ I #"ALL -- TO/=..SO/L ~ _ . ..i- /="'/Z. L '-r • \ -, ~/ T .TL ·ia•-t-1,, ,i--_L1'-- L 8 ,f( I 4-----4--1 t---1+----------------------------d I / I / ( ,E?E,,,y,,?O.VG 4 .C _ I r-,L,_rr_:::_ =-== d----m---1-' --------------! i / I / z -----,;+-~-------------··-------- i / I I I I /,,, / - (i,--~--~===i==,, ===,, 4 2 ---------t+----------- 07?~~ ' 0/V CONTROL L//VE 5C4LE"S #o/.2/ Z: /11 = IC>' VEE r: /" "' z 1 ' I I I ' APPROVED ......... ------------1r-------:i-------ir---------ji------1 aa ~ PUBLIC WORKS ~2ls~~ 1----+--+-----------t--t R.E.No.~/~~~-, DAT•B -6-84 ROD LUNDIN AND ASSOCIATES DATE BY DESCRIPTION R IOlll ■T ■IUICI CIVIL &NGINEIIR NO-'10133 DATE REVISIONS CHECKED DAT~ . /. RPL 7//P//_?4'4 . DWG. C20 BALBOA YACHT BASIN MARINA SITE CROSS SECTIONS ll CITY OF NEWPORT BEACH H~5098~S PUBLIC WORKS DEPARTMENT SHEET 21' OF 65 ) I f • I ' ! ' ! . 5 0 -5 -1 ; -1 i -2oj -2 I l -30, ' ' L I I 0 5 0) -5 /./OTES: 1 2 4.1 98 5.9 96 19.0 92 21.4 106 19.1 106 20.6 107 20.9 108 22.7 103 9 4 3 5 17 18 21 14 SP BORING I February 21, 1983 5 "-Diameter Rotary Wash 3" Asphalt.i.c Pavin~ IIYDRAU!.TC FT!.L -S/IND -~ fine, light Few seashells Large amount of seashell• SAND -fine, light grey Grey Some seashells brown 2 +--+---+--f--+---1'·;''' . ,. 3 35 I I I 40' 45 5 10 15 20.B 108 22 I I ··,;,. . . ,·•. ,, .. ·' ,,, Light brown 115.7 110 16 ' --i--+----~-i\j I ,62.7: 60 I i oo. I 44 2,1 86 5.3 86 6.2 9t 23,2 99 22 16 6 5 5 6 SHALE ( SILTSTONE) -greyish-brown NOTE: Drilling mud used in drilling process. Water level not established. BORING 2 February 22, 1983 8 11-Diameter .Au~cr g lrYDRAULIC FILL,·-SAND· -·fine·, few seashells, light brown Light grey SAND -fioe, grey - ' NOTE: Water not encountered. Ne caving. /. 7HE LOG OF EL/8.S-U./.?FACE COND/T/ONS £/2/0ffe/V HE/?EON APPL/ES' ONLY AT THE £PEC//""/C SO..co//✓G L..OCAT/OH A/VD 4T T/-/.G. O,L/TL= //VD/CATE.O, /T /SNOT U/ARPANTEO TO 8.E REP.-€'EGEN/;;!f77YE OF SU8SL/,e'.,,:;:;4C£ CO/VD/T/0/'v'S 4TOT/-/ER' L.OCA7/0N AND 7/M1£5, e, FOR L.OCA7/0NS OF ,BOJE?//VGS -.5££ .DP//G. C4 ,{i5 C.6. 3, Bv'A?//\/G' L.OG5 ARE ?EP,.Et;,.oV'CED ,,e=-,E'OA--;?" /e" G',r='O .E' T /1./ O. A-8 .3 0 d!? c;, ,F?,,PG.,C,A ,t=.£.O. /43Y..LZ:/?OY C/2'AND.4LL AND • .4 5 S"OC/AT-6:-S. ROD LUNDIN AND ASSOCIATES 5 0 -5 -10 S· 0 -5 5 0 -5 -10 -15 -20 8010 RElll!DA •■LVD. • SUITE lil!liil!l!II • NCl=l'THRIDGIE, CALIFORNIA 81324 p. 1213) 349-44,.3 • • ~.,:;;L lfe//P~{L RIIIIIT■,■CI :Cl\(IL liNGINE ■R NCa 10133 DATE 5 10 15 20 9.2 9S 7.6 90 12.6 103 23.2 99 22.1 105 20,3 108 23.0 105 21.7 108 5.2 96 3.8 89 14.9 91 114.6 91 4 1 5 1 14 14 14 13 5 4 1 6 l.Of---l--.J.--1:.,_-l---l 1 I I 20 I 25 9.9 86 3. j 95 9.9 95 25.0 91 22.3 105 22.5 103 21.7 107 113; 41 7 6 5 5 16 16 16 13 NOTE: DRILLED: 7.5 BORING 3 February 21, 1983 5 11-Diameter Rotary WAsh 3" Asphaltic Pavin,:?; ll'!DRAULIC FILL -SAND -fine·, f ev seashells, light brown Large amount of seashells Layer of Silty Sand SA:I:> -_finct grey Greyish-brown Drilling mud used :l.n drilling process. Water level not established. BORING 4 Febr~dry 22, 1983 811-Diametcr luger:_~ 3" Asphaltic Paving HYDRAULIC FILI.. -SAJID -fine.· nome seashells, light brnv."Il Thin layers of Sandy Silt SAND -fine, light brown NOTE: Water not encountered. No caving. NOTE: BORING 5 February 22, 1983 511-Diameter Rotary Wash 3" Asphaltic Paving HYDRAULIC FILL -S.ANIY -·· fine·, few Seashells, light brown Thin layer of Sandy Silt SA..~D -fine, grey ' Some seashells Layers of Sandy Silt SHALE (SILTSTONE) -greyish-brown Drilling mud used in drilling process. Inatalled 211-diameter PVC pipe to 30 1 • Pipe is perforated from 10' to 20'. Bottom of pipe was capped. Annular space around outside of pipe backfilled with pea grBvel . Water level not established. DATE s -5 -1 5 0 -5 OATE DRILLED. USED: BORING 6 February 22, 1983 511-Diameter Rotary Waah 3 Aephalti<: Paving 3.8 95 10 HYDRAULIC. FILL -S/u'ID -. fine,. few seashells, light .brown 3.9 91 6 5 6.7 90 4 29.3 94 1 1 21.5 105 14 i 2S.6 101 16 14 1 I ' 122.5:103 I I I •' 19.4i 110 14 2 3.8 99 6 5.5 97 5 St--+--+- 5.5 92 5 11.6! 91 9 I ' I l0+--+--+---1---+-- 15~-~--'----'--.J,_..J ., . .,., Light grey Layer of Sandy S~lt SAND -fine, grey Light grey NOTE: Drilling mud used 1n drilli11g proceao. level not eatabli1hed. Light grey BORING 7 February 22, 1983 8"-Diameter Auger Thin layer of Sandy Silt SAND -fine, grey NOTE: 'Water not encou.ntered. No caving. ;:, ; / i BORING 8 ~ ,._ ,.,_ ... ~'-' I .._ Ifs-',{;;, .., J....--.. ~...._ o ~ S Iv A:.(~ • 0, •. , f,t; ~ ..., DATE DRILLED: February 21, 1983 0 / /~o:r ~-/.~ .. :... ~ ... ~ \ Water J...."" I A.~ /· q4.,; ;t; ""j<:)I<} ~ ~-~:4s EOUIPMENT USED' 5°-Diemeter Rotary Wash "I"" 'O';,:;, .i..~ "' ~ Jl I oQ. 1~+ ,..,.. ;0~ o \A,~.,..-S ,.":' Q / "; o\O QQ;-,:::> ~ '°' . /,;~ v ..._ / "--'-ELEVATION 8.0 5 0 -5 ::r--:r3n-Asr-::p:th:--:acr.tc;i-::c-P;;a::v::i;:n:--:g:------------ 5, 3 100 8 HYDRAULIC FILL -SAND •• fine, fe" seashells, LS 96 19. 9 101 4 7 . ••' ,, .. ·•,, ,', ( ·; .. •. 1.0l---f--+---'----1--i•'.·/.::: ).~. ,· i ni 21.2 104 I ' I I ' I 3.3 103 12 1.8 104 18 NOTE: . light brown SAND -fine. grey Drilling mud used in drilling proceas. Water level not eata~liahed. DWG. C21 APPROVED PUBLIC WORKS ~Jf29J\; BALBOA YACHT BASIN MARINA LOG OF SOIL BORINGS l BY DESCRIPTION REVISIONS R.E. NO. __,_/-"-=.,"'-"'---I DA 8-6-84 DESIGNED APP'D. CHECKED DRAWN CITY OF NEWPORT BEACH H-5098-S PUBLIC WORKS DEPARTMENT SHEET 22 Of 65 j ' ' i ' ,t___s.. ,,,-, ~~-. ,.,~ \ I ,, ' 1. 91 9 5 3. 91 7 5 4.J 96 4 I 3, 89 i 1 0 I 1 ' f-10 ~9-~ 105 I 6 LJI I ! i ' ' i i ! 15 1.5 102 7 5 3,9 5 93, 7 0 ' 89 I 3.5 I 5 I ,19.8 104: ! 4 10 -5 5 a. -5 -10 20 ! ! I -15- ' 25 -20 -25 ·---' 35,~-~-~~-~·-~~ Ill DATE DRILLED- BORING 9 February 23, 1983 8°-Diameter .huger 8.3 Asphaltic Paving HYDRAULI~ FILL~ S,AWD -·fine; few se~ehells, ·--light brown Layer of Sandy Silt SA.'ID -fine, grey NOTE: Water level measured at a depth of _8½' after completion of drilling. No caving. NOTE: 7.5 BORING 10 February 23, 1983 8"-Diameter Auger 311 J.&phaltic Paviq,; HYDRAULIC FILL"-SAND ~ fine, -~o,ne •:, seashells, light brown i' Light grey SAND -fine, grey water level meaaured at . completion of drilling. 6 •. a depth of 7½' after Heavy caving below BORING Iii February 6, 1984 5"-Diameter Rotary Wash 211 Asphaltic Paving SP _FILL -SANDY SILT -light brown -HYDRAULIC FILL -SAND -fine, large of seashells. light brownish-grey amount ML CLAYEY SILT -dark grey SAND -fine, grey Large amount of seashells and few gravel SHALE (SILTSTONE) -grey NOTE: Drilling mud used in drilling process. Water level not established. 5 0- I ~ I -51 I I i -10 -15" -20 ' -25 ~ ' -30i I ' I -35 ' BORING II February 21, 1983 5"-Diameter Rotary Wash ELEVATION 6.7 3,9 86 5 4.4 100 5 24,l 101 4 3 11 Asphaltic Paving HYDRAULIC FILI. ,-SAND -f1ne, soo,~ •-• • 6eaahells • light brown. Light grey Patches of Sandy Silt 5 5 ML 0 20,3 106 10 ::•,;._ SP ... ·;. ! SAND -fin~, large mnounts of seashells, grey 10 l" - ••d 21.5 101 14 I ,--,-::::--::t:-:c:-t-:;--:---;--,: '.:_. •.. :. ' I ! I ! 26 .. 0i 94 ' I ' I ' ! 9- ' ~/.~. ...... ,,• :;, :.:·: ::: t'/~: ...... --T--r---,--r,:>,:~ ' l20.6il06 I I 21.0 106 ' 14 ' l 17 ·' ., .,·. . ., .. :: ,_,,.,,. . ;, . ,'-...... , ::,•:' -~. ,. 17. 7 114 14 "--.-25 1---;--,--r--T-i ; •. ·., ' •· ... ,. -·, ' '' ·" . ,.,, :· 30 35 40 : I I ' I I 41 I i ~09,7 22 J • ' 85,5 49 16 45-'--.l..::=!-_c:_JL.::CCJ_--'I""" ........... Some seashells SHALE (SILTSTONE) -greyi•h-brown NOTE: Drilling mud used in drilling process, lfatcr level not established. -5 -10 -15 -20 -25 10 15 20 25 30 NOTE: 35 ROD LUNDIN AND ASSOCIATES ■01D REBECA ■LVD.·'SUITE lii!RB• NOFITMRIDOE1 CALIFORNIA 913114 /} Ui113J :249-44113 ?. ?e.:_ z/2f,,r¢. li.NGINE■R NO, '10133 DATE BORING A OAT£ DRILLED: February 6, 1984 5"-Diameter Rotary Wash 7,5* ·-2 1 Asphaltic Paving FILL -SILTY SAND -fine, few gravel, brown HYDRAULIC FILL -SAND -fine, seashells, brownish;-grey CLAYEY SILT -dark grey SAN'D -fine, grey Few gravel and seashells Light brownish-grey SHALE (SILTSTONE) -dark brown Drilling mud used in drilling process. Water level not established. *Elevations refer to mean sea lellel. DATE BY DESCRIPTION REVISIONS APP'D. MAJOR DIVISIONS GROUP SYMBOLS TYPICAL NAMES COARSE GRAINED SOILS (Mor, lhon ~0% or mcteriol is LARGER th11n No. 200 ,,aw sin) FINE GRAINED SOILS (Morn than !50% ol material is SMALLER than No. 200 sieve Site) GRAVELS (Mor, then 50 % of cocne fn:n:tion is LARGER lhan Thi No, 4 111v, 1izel GRAVELS . GM WITH FINES~ (Appr_,e•<lble amt. GC of fines) • Well aroded orovel!, 9tavel·'Wnd m,lllurH, lill;e or no fines. Silly grovels, gr0vel·soncf~s1lt m1~hiru. -Cloyey 9r1iveb, Ql'OVijl•,ol\d-cloy mi•lurn. Well g,od1i;1 ,ands, orovelty sands, li1!Ie or no f1ne1, '( SW CLEAN SANOS t,,,'4--j--------------7 (Lime or Mt! fines) .:.--.=: SANDS Mort them 50 % of COCfH lroe!iOl'I ii SMALLER thon the No 4 sieve sin) ,-- SANDS ,,,-SP c SM Poorly graded sat'ld's or gravelly ,aMs, little or na fines. WITH FINES P,-J""'f--t-------------7 (Apprec10t11e cm1. ~-, .'.,.', -·,· SC of f111es) ~-Y' lnor,;ranic silll and very f,ne sands, rocll flour, ML s,lty (11' doyey f,ne tends or clayey i,lh with slillhl ptoiticity. SILTS AND CLAYS (Liiiuid limit LESS 11\Cn 50) SILTS AND CLAYS (Liquid 1Em1t GREATER !hon 50} OL MH ~OH lnorgonit cloys of low lo mednim plaslicily, orawelly clcys, sofldy clays, silty cloys, 1eot1 clo~s. O,goni0 sills and on;icnic silty cloy; ol !0w plost,c11y. ln0r9onic soils, micocecus or d,01cmoceous f1n11 sandy or silty s01l1, etoatic sills. lnorgon,c cloys of high pto11,e,ty, fol c1011, Orgon,c cla)'S al l'Mldium 10 high plOlliCtl)', Ofljonic 11li1. HIGHLY ORGANIC SOILS BOUNDARY CLASSIFICATIONS'. Soils poneuing choroc1er1st,cs al !wo oroups ore des,gnoted by combinations cf QrO\/p symbols PARTICLE S ! Z E L I M ITS SANO GRAVEL ' ' SILT OR CLAY COBBLES! BOULDERS FON[ I ,.£D<Y"' IC0AFISE F1N[ I COt<RS( I ' NO.WO =" NO.JO NO.◄ •--., ,. 112,n.l • U.S. STANOARO SIEVE SIZE UNIFIED SOIL CLASSIFICATION SYSTEM Referene& : The Unifi«! So,I Clon1f,cc!ton Sya!em, Corps of Enoineeu., u. S. Army T&ehnieol Mern0tc~durri No 3-357, Vol. I, Morch, 1953. (Revised April, l~Ol APPROVED DESIGNED DRAWN DWG. C22 BALBOA YACHT BASIN MARINA f._OG OF SOIL BORINGS II CITY OF NEWPORT BEACH H-5098-S CHECKED PUBLIC WORKS DEPARTMENT SHEET 23 Of 65 \ DJ<. YF AC!< SOLID Al<oUND Di<A.I N P IFl:a • PR:>YI DI= SAM~ - GIZ:i= oPSNlt:9 AT PACI: oF -Pl<:l=C.ASl: SHl:,l::T::flLI:: AS 171<.AIN Flf'E:.. Sl="ALANT: Al.l:>',>.f.Ol,JND Si::ALAl>JT .-;:=;:~;:--~1~¥~'.'.::~~ 4 • SIDE;; '-_e.A;:..._EAC.1::: _ '(-----,,,,s;-----._ $1:=ALAl;;JT==~--- ALL AAOUND~=cc':-"':fb~;G~7'..:__--~-1Jr-~---f-,4.(:D:R:AIN Flf'i:;; FAC.t:: -OF' f'~l=CAST SHl=i=", PIL.E. iYF. DRAIN ~Ll::V. '-.,;; 7 _{M<oL) =--"" s" - I I I I I I - r I r I r I 7'2'0!<ADIU.S __ '--, ---~ -,. v' ~; ' i ' -' I>< "«, J \) 0--V' 0---~ ------v:- t,j ---' e -'_J --cl)\) I'-~ .i'.~ ' " 'l --r-- ;ALR~ : :j LR. ,-r-r ,-r -ol) •j ,-r -1'-G;" TYF. TYF. ' 1:,11 E:t\Rf, MIN • 7 ' ~ r ·,( i I: j -IJ' - I '' • ,--- IN -I -' I; -----~ V _____ L_<,_"!:O !?AR 171A -H.A',c?NRY L ~ <IP BAI'< PIA• CoHC-, _ DOUl?-LE, CURfAIN oi" fi:.SINF. SAMl:c: SIZE 4 SFACINCj ,----A';, foo-r1N~ i':.F-INF. 2'r<i=.4_ "-1Nl~Lc: CUR.1"AIN OF _g_l=INF. - a F ' ' _j I ~: I ")'4" cj, i::,;(GjALV:)----. ct_ 51 4> SCHl::DIJLE. -~ , 40 ___ f\/C.. FIFJ:;; 4_ 4"4>sc:H1=DlJLS~ 4o . f'¥c -l"IP-1=-: ; s" I -- l ' I ' ' A'' A- I' " -o ' Bi:1-.JT i'e 7'13' ~ ~;1 ~ 8 11 ,~( '::¥'LV,J I@.. 1'-o::.Ff.--"M 'TOF' oi= PRi=CAS"f • $Hi=l=T f Jt;;E: $ ze s•_._o'.o"-' 1:,et.ow 3/4'1 q, e,,(c?JALV.)----~~\ .. ,;,-,;--<l 2°1 q, ecHsoULE ~o PVC FIP~ ' <o" c;;'' I ·-,;1- T op __ oi=: ~cf=,M, -----1f ~ +-----.!•'i J"'RoTEC-TIVi=- COAi IN9 --PecCAST SHIE:ET F'IL ~ Pi=~ PI.AN .l ADD LUNDIN AND ASSOCIATES ■D'IC Rl!Bl!!CIA IILVD.• SUITE 2ii!IIS • NDi=ITHRICGIE, CALIFORNIA 813111:4 / 112131 ,. ....... , ... ,. EiNGJNEIRl=I NO• 10133 CATE ' [\ ' Q ' 0 ' -11-z" GEl,ERAL ll0TES r Atw~p;,;ca. ~ VYAR!:2-r=Ace V V f G SEAWAl<D FACI= 4, er 5 1.ANDWAAD. /=AC~ v These notes shall apply unless indicated olherwise on the drawings or specifications. A. GH,ERAL 1. All work shall conform to the requirements of the Standard Specifications for Public Works " l"--.p / ,b' 41',;; $~A\I/Al<:t> -JI< ----'-' Construction, 1982 Edition. 2. Verify all dimensions before starting the work. EAC-E:. ,------~ p )J _, j ,v ... ,....-'If 0 $1:',A WARD= /= Ac!= 3. All elevations given ore with respect to mean sea level, (MSL). 4. For drawings S-1 through S-8 all designations ore for new work, unless otherwise noted as existing. iF 8 J~] Ti!:: eL I •2/1 "',:;;; #<-.:;< l:J .111:. __ g411,,,Ci l=Ll=V. -.,;;:z _ _(M:a;.L.) 1-lt-7 !:.A-FA.CE:. -r1 ' ·~ --------' 1{ I I'~ ' I -::. Di rr t)') Ji I --\!i "' ,r 11 ' ' 2.•I~ ;:: -hJ ·;:::.' '-' -I• p. 1/21 ll! r-r :....J I <.) I I I'--I"-I I ,~ I "' ,~ I I I z.t:5 .:;o1'.IT.-i CONC; BLK:-. 7:':---1-! ~!:oTAINll'-lq WALi. I i:XIS>T. ~~ KESLER ALLYS & ASSOCIATES sr~;1~~~j1~~E~i2, ~~O NORTH CHANDl.ffi OLVD. NORTH HOLLYWOOD. CALIF. 91601 (213) 506-5510 I-- ' '- ~- ,- r--,-..,_ ~I.OCi::oUT . Jt,.I 'F'~l=CAS'T.-=- SHE~T PIL;.f=.. ,. ,-l~a, 1IE$ e,;4'·.,..::- 1~ 1--ll=,; r:,-... FACE; .S.1/4" ' " *~ )< ~zn ---- B. EARTffll0RK AfO F0U!OATIONS ]. Foundation design is based on the recommendations contained in Report of Foundation In- vestigation, No. A-83026, dated April 25, 1983 and prepared by LeRoy Crandall & Assoc, 2. Excavations shall be inspected and approved:::t,y TH!Ec i;:~IG-INl"'i;;;r':: before concrete is poured. C. CQ\ICRETE 1. Concrete shall be hordrock and shall have the following minimum ultimate compressive strength at 28 days: Deodman Cap beam Precost sheet piles Precost pres tressed, !piles All other concrete 2. Reinforcing steel: Round bars -ASTM A615, Grade 60. 3000 psi 3000 psi 5000 psi 5000 psi 3000 psi Prestressing strand --½'11 ¢ 270,000 psi conforming to ASTM A416. Tieback bars -150,000 psi conforming to ASTM A722, Type II. 3. Continuous inspection by "iH:: e:f~c=jll-.JEi::R IS Rl=C/UIRJ=!:J fOIZ ALL CON:'.'.Ri::cTI:'.. 1'J.;, Bar splices shall be as shown on the drawings except bars marked continuous may be lopped spliced in convenient lengths. Unless otherwise indicated the length of lop shall be 36 bar diameters minimum. 5. All concrete reinforcement shall be fabricated and placed in accordance with ACI 315 ond ACI 318. 6. Clear spacing between reinforcing bars shall be a minimum of 1½ bar diameters, 1½11 , or J:-:1L~ .. __ J;i.mes tj1e maxir11J,JITL..Qggreqate size, which ever i? Qreater. 7. Reinforcing shall hove the following minimum prolective cover of concrete unless oth:cr-wisc noted: a. Concrete poured against ground or formed concrete in contact with seawater 3 11 b. Formed concrete surfaces in contact with ground 211 c. Formed concrete surfaces exposed to weather 1½"11 8. No openings for pipes, conduit, etc. shall be made in concrete without the approval of the Engineer unless shown on the drawings. 9. Construction joints shall be located as shown on the drawings or shall be approved by the Engineer. Surfaces@ canst. joints shall be clean, free of loitance and mechanically roughened to expose course aggregate to a full amplitude of ¼11 • D. STRUCTURAL STEEL I. All plate shell conform to ASTM A36. 2. Bolts shall conform to ASTM A307. 3. Nut for tieback bar shall be capable of developing on ultimate force of 127.5 kips. 4. All plates, bolts & threaded inserts exposed to seawater or weather shall be galvanized. E. !,iASONRY l. Concrete Block 1-/,osonry Units shall be lightweight 8 11 x 811 x 16" hollow load bearing concr_cte l!n.!.ts conf o·rming lo ASTM C90 ond shall be grade N-1. f I m= 1500 psi':· '$~ •• $r'f;.CS ~ !=oJ<. __ VARIOUS . T'(f,:a& oF _e,~O.::1<, _ l"-E:QUil<.l:D. 2. All cells of concrete block masonry shall be solid grouted. 3. Bar splices shall be os shown on the drawings except bars marked continuous may be spliced in convenient lengths. Unless otherwise indicated the length of lap shall be 40 bar diameters minimum . 4. Mortar shall be Closs F in accordance with Subsection 201-5 .. 1 of the Standard Speci- fications for Public Works Construction. Grout shall be in accordance with Sub- section 202-2.1.2 and shall hove a minimum ultimate compressive strengtry of 2000 psi @ 28 days. 5. Reinforcement shall conform to ASTM A615, Grade 60 . APPROVED / DWG. SI BALBOA YACHT BASIN MARINA ;fYPICAL DETAILS, PUBLIC WORKJj,\\l~J_gR R.E. NO. ===~--1 1--t--lf-----------,-7DAT 8-b -8?= ,8. GENERAL NOTES, DATE BY DESCRIPTION APP'O. REVISIONS DESIGNED R DRAWN::::-c;:f CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT H-5098-S SHEET 24 OF 65 } ) i' l l l i .\ SC 8.1.l:.____J 11 = Z Cl 1 _ l ' MATCH j1 1>----H- Ll "T(F'. - Ir lr--- 11 rr 11---p n IJ------ [J \ /1,0 ' _1 ~ I <i:i +.i.4-"liC:: S ' ' -•. I ::· • .£1~10 -t-_74. ""' ttlESlEf'l AttYS & /155:0Cl/;.11ES s_ TRl~TURAlffiffi! N EERS t_/~ /~ ~E/J'5P 11440 NOI\TH CHANDlffi SLVD. NDI\TH HOllWOOD. CAUF. 91601 (213) 506-5510 &-/ -6 _seo MATCH . ' 0-1 _ Ii) d) N I\'! i•i + i") \\j I~ + ,.. - e, -I e, -, ,1) di b • / ~ N i.i "'1 -f +I + N lrn ~ ~ LINE A €,-G (@ <\) B-1 <{JI N 'f ~I <,I + ~I t-1 L.INI= B- u I I I I , n ; / . lt--~1-- lt / / -, I ! ! • J I I I I I I I nl I H--,il / / I l n lt---Ll n lt---- Ll -. . lb-z I I=> • I ;:2 -<. + '\} 0 J!l :i:: (I I- ,=-;; I I I I --- ;!) '~ 'l + '\} -. - I ~ i DATE - BY ozscmPTION REVISIONS C:JROI N ---.. WALL l\l'l"O. SEAWARD.-t"Ac;l?,_ Of',:_ F'~EC::AGT SHt=-1:=T Pjl;;J:.; --(pH ~o Q 1 ---=!8-.1:85, IE -00=.,if ~ __ :MATCH LINI= .::A.~ >-1l Ill ll.. I ~i DESIGNEIL.,..,._ _ DRAWN l' I ·z:'.f __ (JIN Ct rJ!E'(Jl;l~[lu D~D.t~ H -5 0 9 8-S PUIJLIC \';o:ms OEPARTl!aENT SH:[T 25 Ci 65 \ ,, ' it lll z ..J I lJl Cf) 7+ 14,E,I -' Ji) ' 7+89,SI ,' • ,ii . '. -7"':"·<J:;,· 4;E:>l I J1l .. \ fl --3,0 -G, ~1YP. 1 ---ti u n -11 u n -·--11 u / _:Sc...+'---'-'l "l-~• S~1~--c-Jrf7'c-....1.J---~ , I, :_o===wx=d--"~ l) ._ M A T e, H L. I N /::. p 01:eu:2 ~ci:a:cA tJLVO.•SU!TG CQD• N□RYMhl!CH'.::G, CAL!F□AN!A 01:JCQ CC13l :C::40-t:::.4'!:::J no ·,o~'l.,i:,c~!;,,~ ru □• """"' I r- i{ESLE~ AttVS /w ASSOC!Au!E:Si STlU TURAL ~~INEERS ~ /f'H ;1/?ffJO • 11440 NORTH CHANDLH\ llLVD. NOi'.TH HOllYWOOD, OJJF. 91601 (213) 50.6-5510 ei+ 14 . .SI ' i ' r . ' I ·"' , ~ ! -. ' , I . i • m, , I , ct) • :dl ' I r{l M IT -------j - U- n -----, \l TT -----; il 4,00' e, -1 ;.,' ' ,<; F. T c, H L.. I 1'< "-T= c. T::; i=-f~I"' C-::J I I I I I I I I I I I I I I I I I I I I I I = , I. II I 'Z -.; ' I r:,'-,:;11 is-d I J\PPP.OVED l~-+-------i-----1, ;;ad &fu D ---------~• - - DWG. S3 BALBOA YACHT BASIN MARINA BULKHEAD WALL PLAN -EAST :_, PU8UC \\'O:ms DIJ.l~TO)l-_ I RE. NO. /,; c,(?rg li--1--1--------------j----jl OA'l'f 8-6 -84-;I O,\TE BY d'.Jf'ii ill~ tJ~rJ~OR'il' DlffitlXl H-5 0 9 8-S REVISIONS PUBLIC w::mm, D~PAflTrcENT SHE~T 2 6 Q;, 6 5 i ',, ·-\ \1,. f -1\.W _ CAP eM,) FOi< £:>r'ECIFIC...- Bl'(\. E>c.6. FL.ANS. ,. , C , ' .v ' ·.• .. ,: .3 S5 ·c;ciMF'Ac.i~D F\1.1, FILI. ") _.,.-,I I I ov·G3 for<, 'GAl' \::,J:=;Al'vi~: -~- Rf::Ff:.'1. TO DN9, S 3' TClf'O~- Rl:Vl::TM!=NT \\ ,-.---11-011 MIN. 01<. A<,, lf.lD\c.ATW ON 5 3 \ '\ L CONc;.., DEJ>.Dl"IA!-.i Eb) \~1"-4> Tl~i:>AC.K i:;,A.!Z. Ii-I '2:.'</7 f'VC.. COf..lDUIT, Gi\201.Jfle.D eouo. Fi-.?ti:. L.aAT10N ioeE. l"\.AN':2:> ( 1-FI ec I:) !'-Id' 4 . ' ·, ' ' .-e,.oo -16.!38 t. 11 E.l<IST. C.OFINEj FILL. 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DWG.'-S5 BALBOA YACHT BASIN MARINA JIEBACK S DEADMAN, SECTIONS S DETAILS , CITY OF NEWPORT BEACH H-5098-S PUBLIC WORKS DEPARTMENT SHEET 2 8 OF 6 5 - ' • ( \ / I } ~~ :'1 ' tll • C ..,. g ~. lhu I ' lL < ;J ' ' ' L/€1v'lli-J>l3ll:I Nol' . ' I ' I ' I I • -+ H-I I I ! , ' .... --..,._ ' I +-+ -.... -t-. --T , I I I ' I -· ·---- 'a'. L.... l/5 I L. CONT; l Ct --'A, 6A~S7 AT 4 ii I ,i I I I I -----a ' : I I ' ! -----·--ct....._ 1'' ~ L iOP OF E>HEE.T f'I LE. -1 .4~ • ilE:.BU-~ CAF Bi=,AM SCl-ll~t:)IJLE 8~Yi 61-Z.E . CONT BA I<.;:, A~ 'e:' e;,..~ ~ili<:li;;LlPE> REMARK.'::, ~ D B 8· I " " 2· 4'-1 T.$1:', '2-*9 2.-'lf1 1'2-*a EJ @ e," 06. 2,2. 22 lsEM/~IWDER @. IS" o<:. !=.A, t;Nt;, " " z-#7 T i$-E',, s-'ii=7 1-4t-7 9-*2, EJ @.et a~ I:, ·Z 32 2'2 REMAINDER @.. IS!' c.-:;.. l=-A. i::hJD ,, " 2 .# 1 T, $ B. 4-al:7 2-~1 12-;i.-.:1 EJ e. ei" <>c-15·.3 32 22 REMAINDER ~ 18" ""-l=-A. l=i-JD 32' .. z-* 1 r. :t e,, z-*9 ~-#z, D <IE. " B·4-22 e, oc. REMAII-.IDEIZ @. 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I I I J \9 Ct.IT ht<t S'TJ;ANO c1!. 1:>LOCKOUT ~ z.#G 1'-&'•.$" ~ -I 0 I ' I KESLER ALLYS & ASSOCIATES ROD LUNDIN ANO ASSOCIATES ■D1D A!lle:IIECIA IILVD,•5UITE IZli!B•NCRTHRIDGE, CALIFORNIA 81311!4 0 / 2~3~a-44a3 ;'/,~//PS¢ a:.:virR.c ~(VIL ~.:.E!IIR NO~ 10133 DATE ST~~AA~l~!E:ia ~1440 NORTH CHANDLER llLVO. NORTH HOLLYWOOD. CALIF. 91601 (21.'.l) 506-5510 ' ' I J ' ' ~ r----.. I . I I " ~~ I -I /" ' ' : I<. I I ' . DA BY ' ' tiTRAND& I 74" I CLR. N c-- I, " DESCRIPTION APP'D, REVISIONS APPROVED DAT DESIGNED_: l<.T DRAWN C:T DWG. S8 BALBOA YACHT BASIN MARINA, ' PRESTRESSED ANCHOR Pl LE S. SHEET PILE DETAILS ' ' CITY OF NEWPORT BEACH H-50.9 8 -S PUBLIC WORKS DEPARTMENT SHEET O ,-OF 6 5 I \ ) Noreti: I. FZ.€.Fer.a. Tt! MAi:1.iNe CO.'lSIJ~TIN0 4 beSIGN 'DWGt?. rtiR /NFi?~ATlliN ~!:<?AF<COING, 6ANGWAY i-JAN0e.R.. Z. LAl'-.!DINC::) t.,::z:,ATION 10 BF 0!=:'TERMINE/? BY ~AN&rNAY L=,A.TIOH, LANDIN<S , I No. I ---------- _, Ll\ I I ' ------ I r ----I l1 --------/ LAf~DIN6 /A\ ~ 4!-IO'V,~ !°LAN CD LUNDIN AND ASSOCIATES 51010 A SE A BLVC.• SUITE 226 • NOl=ITHRICGE1 CALIFORNIA !31324 / (6'1e! ~ a49-4493 // / 11 ~ • •• /;,/f..1#F· -"REGISTE'°RED CIVIL 1::NGINEER NO. 10133-DATE ------+ KESLER All YS 6 ASSOCIATES STR~CTURA~EijGINEERS ~(1' /f;;;lfr~ /e lf'fl P 11440 NORTH CHANDLER Ill.VD. NORTH HOU.YWOOO, CAUF. 91601 (818) 506-5510 P1<.ov1oe. ADO'L ""3 I] Tl~ - W i~ REGl'P PEI<: 68:.T. @ SUGH iW>iT iHE: ·MA,><-. ePi'CIWei .:::>F TIS::, 5r\l'.J..L ~ €)' f;?R A U:NG:iTH OF ".2&>' CENTERED ON iHI:::. L.,A,.NDINGJ, CL!<... - DATE BY DESCRIPTION REVISIONS ., I ' . ' ~ ' --. -Ai"' ~::AM i<.l':1/JI': ~f'l..@E:.l'-Ce.fr AS N.m:.o 512, '-r<:BvAe>T ='1-\Eae,T r-"IL-e APPROVED PUBLIC WORKS DIRECTOR R.E. NO. ('2..-Sou:> DAT" /->l-('1j- APP'D. DESIGNED RT DRAWN GB CHECKED RT DATEl2-21-84 DWG. S9 BALBOA YACHT BASIN MARINA GANGWAY LANDINGS CITY OF NEWPORT BEACH H-5098-S PUBLIC WORKS DEPARTMENT SHEET 31 A OF G 5 ) I I U) :c u :-i OI C -l> u -\\ ex 6\ • '1\ (f. \ I \ 1 I , V I--lJl ii. \\f ....I \ ~ ~7,--' -~1 ' \.. f' ~ i r,"Af-.lf?.[.,@O 1' C?-F r-® I toll ,Yf!?.A L. ' -~A r;L--1' 101-011 1, N l ~1o11 ~A/2. , VA!<:ie'.<;i VA~lf':'::> • 1 ·1 G/>,TI=c ... ' 1 Ji) ·1v1rT~t['W~ :::-r', 6)1 I I T'(f'IL./\t, . .... ! ( ,, ' .. i ·@ (6µ "-o ' ' 4' I I I ' l i \ . I - / I I ' ;:AAi-lt::, W p,..--( I /C rliZ-;;,T P.ANsL-V.AP.IS::::,, , P'AN81..-"S>IZ:.15 ; Mll--l e,L B11 ; MAK 6 ~&11 1"2?1.l-OW'IN6 r'7fi.N/a. "5IW: 6.!.o11 TvvO l:=QUAL-PANG!-'=> : /vi IN 0 L 'o 11 : MAX, 51,:;;,11 fi:?I.-J...-,?lWiN&-pANE:-L--~i-z,£:;. 5_i_c:,ll f"A1"1F-L (£}012@. L ., ... ! I ' I I ¼\~ " ' -·r-1 ,-;-,. ---~--1-----+--l ' ;,M CD ~ TYF"'JC.AL PANE=:L I I I 'I I Loll it.. /ZAii--~ &.,,T -I ' --· I I .__ ~I ' -f' '~,j -' I -\): I _, - ~~ - ,@ r7 " ! <fib I ,- t:? 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P,AIHTED iG.X.T :1->No La,K ~t::MJ?L-Y. 6Uf-<-FAC!=: /'liQL!NTEO -SEE ,spa:::./rlC:ATION"';,, M~Ni IN l~NT/PIC,AT/ON f't,Nta---~ '3Pi=:C? p05T l-lOL--E.='5 '51-\A/...L. P.;;E. fi:::::IZMSO WITI-J -S1YR?f=i:'¥M f?l-O?K..~ SS'.:-Uf2.ED ANP <SST r::,_uMo TO CAP ~'vi !Zl/2.MWOt<l<. /N ~Tl~ ~N-l'<.!SMo-/G <=;>T'(~f0,6,M ~M0> W/ ,AC,10 01<-FL.,A/vlE. OD N6T !?AMAGJ:S; Cf?.. STAIN a:;i-.!C., CAP e>£:p..M · THC:: HANDRAIL. '5HAU, BE:. I N~TA.LL-E:D ,6€, !ND!CATt?-D.'ntE. Ai..1&1-JME::NT OF Ti-IS tOP RAIL 0'c!ALL 13e::: IN A <Gfl<Al6!ff LINE Wm+ f'v1AX.' t:?E:V!Al"ION c?P jq.11 IN 2:?1, E-LEVAT:ON f'P ELBVATlON AT :::.AST LE:1¥;,6: L..!/46 b i. !OL-AN "~-XYPI CAI-G~ Te LAYOUT APPROVED .--,---:----:,r,------,.-------------,._1-_--1-1---:J-f---_ -_ -_ -----------~--='"~--! a.a, ;u,,, L:.._, PUBLIC WORKS_,¥_§({~ ;... / C-/<7S15' ROD LUNDIN AND ASSOCIATES 11---1---lf------------t---t R.E.NO. o WM. DOWLING& ASSOC,Architect 1035 INMAN CIRCLE ■010 RElll!DA IIILVD.•5UITE IZliHS•NDRTHRIDGE, CALIFORNIA 9131!4 OATl"-'-'-'-'-'..!..J.----1 Elil13J 34&-44113 APP'D. DESIGNED DATE BY DESCRIPTION ','•./80 DRAWN \Ni=O DWG. HR I BALBOA YACHT BASIN MARINA BULKHEAD WALL HANDRAIL a GATE DETAILS. CITY OF NEWPORT BEACH H-5O98-S r @ Hir SIMI VALLEY.• CA 93065 (805) 526-4525 e • 7 ~//1/ ff 4tf cttE~~~!l,o R ml ■T■RBD CIVIL ■NC:IINE ■R NC. 10133 CATE REVISIONS v--i PUBLIC WORKS DEPARTMENT SHEET 3 2 Of 65 ( ' I \ ', ,' FIXTURE SCHEDULE il---~-----------'-,~'--'-'-....:...-=_;c....:.--==--==-=~==.:...::......:;=_;=-_;=---=:::::..--==----------------1 . TYPE MANUFACTURER CATALOG No. or SERIES J?J~!:, LA~f. __ w;.,. C:OWME R E M A R K S RI PRUDl:NTIAI... 14& (4) F4o '2'x..:i-REGF1-ESSED 1...E:NS FINISH. PRE.SCOLITE. 7 S A·l'J I. F. OPEN DI8CAST ALUM. TRIM FOR FLUSH exr-oseo WITH" TL·::,O TRIM L/>.MP, 11,ATTB WHITS fi>JISH. R4 PRE5CO LI Ti? 100 ,OW. H,f',',. $1EPP8D REGR8SS TRIM DROF OPAL DIFFUSGR 'l---+----------+-'---------+--+-----1!-'D:::A::.cMc::P_cLc.'.Ao;e,,ce,,;L,e.-c._ ____________ --1 SI l'oRYANT S'2'2B NOT5D WI ii 4FT. '2-LAv1P, FCl>.T WHITEl>.CFWl-iC DIFFUSecl<. .1-~--+-----------l------------+---+-----+-----------------------1 wn PRUDENTIAL P-I'2'2I • 45RS-WA 40 /il F4o 4FT. I-LAMP '2,iNGLE WNIT WHITE=ACRYL'C DIFFUSE• P·IOl-7'.2RS7W 75 1'20 '1----+-----------,1------------+---+-----+------------------------1· W5 HLle=:LL L.TG. 70 SOW. H P,-:,. INJEC,TION l✓IOLDED ::,RONZS POL'(CAWNAT HOU-SING e} PRl5'1ATIC POLYCARP.>ONATE. DlfH.ISER WCo NOTBD I * Bl HDLOPHANG /•,'Z!<.Tl,ZJ/IAl'olll'5T-70HP 100 70W, H,P,S. j l---+----------+',z'-"oc::•..se,e.ezc::-.,_P.!!Mc:·=='~---+---1----+----.----------------i j : I l----+-----------,e------------+---+-----+-----------------------1 ·l----+-'---------1--~--------+---+-----¾~-------------------1 ,l----+-----------l>-------------.1----+-----+------------------------1 l---+-'---------l-----------!---+----l--------------------1' '1----+---------+--~------+---1----+------------------i !.JOTE. ,* INDICATE:/:, THAT FIXTURE 1:>UI...KHEAD HANDRAIi.... If FIXTURE/POLE.COMealNATION SHALL HAVE:: AN ANODIZED FINISH TO MATCH 1HAT Of' THE= 6EE 5Poi.C. 5ECTION 055'20, 1. F X T u R E FIXTURES EITHER ORDERED AND/OR mSTALLED AND WHCCH DO NOT MEET ALL OF THE APPLICABLE REQUIREMENTS HEREIN SHALL BE REPLACED AT NO COST TO THE OWNER. il£l. •-~ LIGHT FIXTlffiE SYMBOL -BOTTOM FIGURE INDICATES TCYrAL VOLT- AMPS. UPPER LETTERS AND NUMBERS WDICATE FmTURE TYPE AS PER FIXTURE SCHEDULE. CATALOG NUMBERS ARE NOT NECESSARILY SHOWN FOR EVERY WATTAGE OR VOLTAGE lli THA'l' TYPE, IT SHALL BE CONTRAC- TOR'S RESPONSI:BILI1'Y"TO coonnmATE A.~D PROVIDE THE PROPER RATED FIXTtmE OF THE SERIES SPECIFIED. THE FIRST DESCRlPTlVE LETTER INDICATES THE ]'OLL'JWING: A -PROVIDE TIX'l'URE ALLOWANCE -SEE FIXTURE SCHEDULE. D -:FLOODLIGHT -WALL, POOT, MAST OR POLE.MTD. M -MISCELLANEOUS. 0 -OWNER FURNISHED-TOBE lliSTALLED BY CO:."fi'RACTOR. P -PENDANT MOUNTED. R -RECESSED MOUNTED. S -S1JUFACE MOUNTED. W -WALL MOUNTED. X -EXIT LIGHT -ALL TYPES & MOUNTINGS. 3. VERIFY THE VOLTAGE OF EACH nx:Tt.JIU: PRIOR TO ORDERING. 4. VERIFY TRIM AND EXPCSED FINISHES OF FIXTURES WITH ARClilTECT PRIOR TO ORDERING. 5. FURNISH AND INSTALL ALL LAMPS. FLUORESCENT LAMPS TOlm WAnM ~TE UNLESS NOTED OTHERWISE. PROVIDE mn LAMPS WITH THE BEST COLOR CORRECTION AVAILABLE AND SELF-EXTINGUISHING TYPE WIIEN AVAILABLE. 6. WIRlNG rn LUMINOUS CEILffiGS OR rn CONTlliUOUS ROWS OF FLUORESCENT m::TURES SHALL BE AS REQUIRED BY CODE BUT NOT LESS THAN 90" C THHNWlRE. 7. PROVIDE APPROVED FlRE RATED ENCLOSURES FOR RECESSED FIXTURES mST AL LED rn PLENUM AREAS OR FIRE RATED cEILn-ms. 6. FIXTURES SHALL BE SUPPORTED rnDEPENDENTL Y OF CEILINGS. IN SUS- PENDED-CEII.slNGS, • PROVIDE FIXTURE SUPPOR'l'S INDEPENDENT OF THE CEILlliG SUSPENSION SYSTEM WITH 2 #10 (OPPOSITE CORNERS), OR 4#12 GALV. STEEL WIRES SECURED TOBUILDlliG STRUCTURE. BOLT ADJACENT FIXTURES TOGETHER AND ATTACH FIXTURES TOT-BAR AS REQ'D BY CODE. LENGTH OF FLEXIBLE CONDUIT TO EACH FJXTU.RE SHALL NOi' EXCEED THAT APPROVED BY CODE. 9. FIXTURES AND OUTLETS FOR FD:TURES ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS AND SHALL BE LOCATED SO AS TO CLEAR DOOR SWINGS INCLUDING CABINET DOOR S"«-'INGS. REFER TO ARCIDTECTURAL DRAWINGS, DETAILS, SECTIC1.~S, ELEVATIONS .AND DOOR SCHEDULES FOR EXACT Dm:EN- SIONS AND DETAILS. IN NO CASE SHALL FIXTURES UTILIZING HEAT LAMPS, OR FIXTURES DESIGNED FOR "R" OR "PAR" LAMPS, BE INSTALLED WITHlli 6" HORIZONTALLY FROM THE EDGE Oll' ANY DOOR SWING. 10. WHEN INTERFERENCES SUCH AS DUCTS, PIPES OR BEAMS CROSS A FIXTURE IN AREAS SUCH AS GARAGES OR EQUIPMENT ROOMS, THE FIXTURE SHALL BE PENDANT MOUNTED, OFFSET OR ROTATED IN AN APPROVED WORKMANLIKE MANNER SO AS TO CLEAR ALL lN'rERFERENCES. N 0 T E s 11. l1XTURES SHALL MEET WITH THE FOLLQ\VCNG MINIMUM APPLICABLE REQUIREMENTS -VERIFY ALL ITEMS PRIOR TO ORDERING AND INSTALLA- TION. REVIEW OF SHOP DRAWlliGS SHALL NOT RELIEVE THE CO~TRACTOR OF ANY OF THE REQUIREMENTS. THE ELECTRiCAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO ORDERING OR INSTALLATION OF THE FIXTURES. a. FIXTURES SHALL D.B U. L. APPROVED AND SHALL BEAR U, L. LABEL FOR TYPE AND LOCATION OF USE: e. p;., FIXTURES INSTALLED OUT- DOORS OR IN WET LOCATIONS SHALL HAVE ''WET" LABEL, AND FIXTURES lNSTALLED IN LUMINOUS CEILCNGS SHALL HAVE ''AREA COVERAGE" LABEL. b. FIXTURES SHALL BE COMPLETE WITH NECESSARY MOUNTING HARD- WAnE, SUPPORTS, AND ACCESSORIES FOR PROPER INSTALLATION. c. JUNCTION BOXES FURNISHED WITH FIXTURES SHALL DE U. L. A.~D LOCAL CODE APPROVED FOR NUMBER OF·CONDUCTORS m BOX:. d. F'.IXTURES FED BY BOTH NORMAL AND EMERGENCY SOURCES SHALL BE APPROVED DY U. L. AND LOCAL CODE FOR TWO SEPARATE POWER SOURCES AND FOR METHOD OF TERMINATION, PROVIDE TWO SEPARATE OUTLET BOXES AND OnDER FIXTURES WITH TWO SEPARATE BOXES WHERE REQUIRED. e. FRAMES AND TRIMS OF RECESSED FIXTURES SHALL BE AS REQUlRED f. g. h. j. k. m. n. < FOR TYPE OF CEILING CONSTRUCTION, WHICH MAY VARY BETWEEN AREAS. FIXTURES INSTALLED lN SLOPED CED.,lliGS SHALL HAVE SLOPED CEU.ING ADAPTERS PROVIDED BY Tms CONTRACTOR. RECESSED INCANDESCENT FlXTURES SHALL HAVE BUILT ill THERMAL PROTECTION -NO EXCEPTIONS. RECESSED INCANDESCENT FIXTURES WITH LF.SS THAN 6" DIAMETER CLEAR OPENING SHALL BE EITHER DEAD-ENDED OR U, L. APPROVED FOR ACCESS FROM BELOW. FLUORESCENT FIXTURE LENSES OR DIFFUSERS SHALL BE PATTERN 12 CLEAR UNLESS NOTED, 100% VIRGIN ACRYLIC, Mm!MUM 0.125"' TIDCK- NESS, AND EQUAL .TO KSH. FLUORESCENT BALLASTS SHALL BE ENERGY SAVING TYPE EQUAL TO ADVANCE MARK ill, HPF TYPE, SH.ALL HAVE ETL/CBM CERTIF1CATION, AND SHALL HAVE LOWEST SOUND RATING AV AIL ABLE. SURFACE MOUNTED FLUORESCENT FIXTURES SHALL BE APPROVED FOR DIRECT MOUNTING TO LOW DENSITY CEILINGS AS REQUIRED. EXIT SCGNSSHALL HAVE MINlMUl.16" STENCILED GREEN LETTERS, AND WHEN INCANDESCENT SHALL HAVE LONG LAMP LIFE FEATURE - 50, D00 HOURS±. HID FIXTlffiES SHALL HAVE CWABALLASTS UNLESS NOT AVAILABLE. MH FIXTURES SHALL HAVE A PROTECTIVE SHIELD UNDER THE LAM'.P AND A BALLAST RATED FOR BOTH MII AND MV LAMPS. FJX:TURES SHALL NOI' HAVE LIGHT LEAKS. 12. REFER TO SPECIF1CATIONS FOR ADDITIONAL INFORM:ATIO."J'.l REGAR.DENG FIXTURE REQUIREMENTS, 1. 3. 4. 5, 6, 7. 0. 9. 10. 11. 12. G E N E R A L N O T E S THE ELECTRICAL INSTALLATION SHALL BE DONE IN STRlCT ACCORDANCE \VITH THE PROVISIONS OF TIIE 1984. NATIONAL ELECTRIC CODE, THE LOCAL ELECTRICAL CODE, AND ALL OTHER CODES HAVWC JURISD!CTIOK JN 'ANY CA~E; THE MOST STRINGENT RULE SHALL APPLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL ALL WORK IN ACCORDA..1-:J"CE \VITH PLANS .APPROVED AND ST M1PED BY THE ELEC- TRICAL DIVISION OF THE BUILDING DEPT. PERMITS SH.ALL BE OBTAINED A.'ND PAID FOR BY THE CONTRACTOR PRIOR TO CONSTRUCTION. PRIOR TO AND IJUP..ING CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHAU_. VERJIT1 AT THE JOB SITE1 CONDITIONS AND DIJvtENSIONS TulilCH EFFECT HIS WORK. IT IS THE LYI'ENT HEREIN THAT ALL LABOR, MATERIAL, CO~TROLS AND CON:NECTIONS BE FURNISHED AND INSTALLED FOfl COMPLETE AND OPERA- TIVE SYSTEMS A.S REQUL.~ED TO SATISFY ALL ELECTRICAL REQUffiEMENTS OF: APPLICABLE CODES, BUILDING Dl!:PT., FJRE DEPT. 1 APPLICABLE l?LANS, SHOP DRAWINGS, UTILITY COMPANIES 1u···m OTHER TnADES SUCH AS PL UMBlNG, :r.rncliA.'t,qlCAL AND LA."'\'DSC.4P1NG. PRIOR TO ANY INST AL- LATION, THE .ELECTRICAL CONTRACTOR SHALL REFER 'l'O SHOP DRAW- INGS AND THE DRAWWGS OF OTE:ER TRADES AXD SHALL CONHRM ALL DU.'lENSIONS, OBSTRUCTIONS, CLEARANCES, TYPE OF CONSTRUCTIO~, DET/1ILS AND ELECTRICAL REQUIREMENTS VIHICB EFFECT HIW WORK. CONDUIT RUNS AIUl SHOWN DIAGRAMMATICALLY, EXACT LOCATIC:'<S ih'W ROUTING ·ro BE DETER.~"-;ED rn THE FIELD TO SUIT FIELD CONDITIONS. LOCATE FIXTURES, DEVICES lh,D EQUIPMENT SO llS TO CLEAR ALL DOOR swrncs AND OBSTRUCTIONS. MATERIAL & I.<;QUIPMENT SHALL BE NEW1 U. L. APPROVED, RATED FOR TY:PE OF IKSTALLATION OR AREA IN Vi'HICH IT IS TO DE INSTALLED, AND UNLESS OTHER'w1SE NOTED SHALL BE Fl!ll.,lSHED Ai,D INSTALLED BY THE CONTRACTOR. '\VIRING INST AL LED IN AREAS \V1TH AM.BIEN'l' TEMPERATURES OVER 30" C . (86°F) SHALL BE DERATED IN ACCORDANCE WITH 1961 NEC TADLE 310-16, INCREASE DOTH CONDOIT AND 'WIRE SIZES AS REQlJUlliD. 1JNLESS NOTED OTHERWISE: CONDUCTCRS SHALL BE COPPER1 CONDUCTORS #6 AND LARGER SH.ALL BE XHH\V AND CONDUCTORS BS AND SMALLER THHN- 'l'IrWN. CONDUCTORS #8 AND LARGER TO BE STRANDED. \\'HERE ALlTh:11.NUM CO!\DUCTORS ARE lli'DICATED Af•m INSTALLED, THEY SHALL BE TERMINATED 1N HI-COMPRESS10); FITTINGS -NO EXCEPTIONS. PROVIDE GROUND S:t'STENIS AND GROUNDlliG AS REQUIRED BY CODE AND BY 250-81 & 83 O:F NEC. COMPLETE JNST ALLAT!ON SHALL MEET ALL REQUIREMENTS or SERVING UTILITY COMPANIES. coon.DlliATE CAREFULLY PRJOR TO ANY INSTAL- LATION. UPON COMPLETION OF PROJECT, SUBMIT TO 0\\/NER A COMPLETE SET OF ELECTRICAL "AS-BUILT" DRAWlNC-S NEATLY DRAWN. WHERE ADDITIONS OR ALTERATIONS AR= RE,Q.UIRED IN OR AT A;J E)(ISTING P-,UIL.D!NG OR FACILITY, CHANG!'c THE E)(l6TING ELECTRl:::AL INSTALLI.TION AS INDICATED OR REQUIRED TO PERFORM THE NEW WORK, WHERE. INFORMATION IS GIVEN ON THE DRAWINGS REGI.RDING Ei\lSTING INSTALLA- TIONS OR CONDITIONS, IT Hl>.S BEEN OBTAINED FROM THE t:,EST SOURCE.$ AVAILABLE. BUT CANNOT BE GUARANTEED ACCURATE IN ALL RSSPECTS. VERIFY AL.I.. SUCH INFORMATION BEFORE-PROCEEDING V/IPi ANY NSW WORK THAT MAY BE. AFFEaCTED. INCLUDE AS PART Of THE CONTRI.CT ALL WORK REQUIRED TO PRODUCE THE INDICA'iacD RESULT, RELOCATE AND/OR RECONNE.CT EXISTING CIRCUITS WHERS CONTINUITY HAS BEEN AFFECTED OR AS M/W eE REQUIRED TO PROVIDE: FOR N!cW CONSTRUC· TION. UTILITIES N O T E ELECTRICAL CONTRACTOR SHALL PROV1DE ALL NECESSARY POWER, TELEPHONE AND CADLE T. V. COM:PANY REQUIREMENTS .FOR SERVICES TO :PROJECT INCLUDING ALL 'fRENCIIIl-'G, CO:NCRETE ENCASE!,!EN'I'S, CONDUITS, U. G. PULL BOXES, 'l'ERIV1.JNALS, ETC. VERIFY' ALL REQUIRE- MENTS .WITH THE FOLLO\VING UTfLITY COMPANIES: POWER CO., SQ_UTHERN CALIFORNIA EDISON CO. M.'l.. CHET WRIGHT (714) 895-024S 1'ELEPHONE CO.: PAClFTC HELL MR. JACK SCRAPPLR (714) 9G6-f,222 CABLE T. V, CO., GROUP W CABLE T. V. MR. CHARLEY ROMAN (714) 642-7447 ' s y M B 0 L L s T TY OUTLET MTD. AT +12" UNLESS NOTED. J-BOX -SIZE l\S NOTED OR REQtnRED, W. P. WHEN OUTDOORS. CLOCK OUTLET MTD. 'AT +7'-6'' UNLESS OTHERWISE NOTED. TELEPHONE OUTLET MTD. AT +12'' (+54" FOR PAY _STATION), tmLESS OTHERWISE NOTED. TELEPHONE FLOOR MOUNTED jl,10NUMENT TYPE OUTLET, WHEN FED ·FROM FLOOH BELOW, USE FIRE RATED POKE-THRU FITTINGS. E:XH."-UST FAN• 1'20V., I<?, SEE M5CHANICAL DRAWING$, THERMOSTAT INSTl>,LLE:D E,Y CONTRACTOR, ivlTD. AT +00" U'JL.E6S NOT&D, LETTER "T" INDICATSS W/MANLJAL. BY-PAS$ TIMER i~OUNTED ADJACSNT-SEE t,;li:,CHANICA.L. PARTIAL LIST OF ABBREVIATIONS A/C or AC AIR CONDITIONING ABOVE FLOOR LV N/A NIC NTS FB POC POD SL SP ST. 'I'S TD LOVVOLTAGE Nar APPLICABLE NOT lli CONTRACT NOT TO SCALE J;Y AIC CB co cu DE DF DP DT E EC FAU FF GFT IIDA IC Isc A'v!PERE rnTERRUPTING CAPACITY cmCUIT BREAKER CONDUIT ONLY COPPER DUAL-ELEMENT & TD'<IE DELAY nn.rnKING FOUNTAIN DOUBLE POLE DOUBLE THROW EXHAUST FAN ELEC. CONTRACTOR FORCED Am UNIT FINISHED FLOOR GROUND FAULT INTERRUPTER TYPE DEVICE I-I.AND-OFF-AUTOMATIC INTERCOM SHORT CIRCUIT or FAULT CURRENT UON VD YL WII WP PULL" BOX "OR PUSIIDUTTON POINT OF CONNECTION POINT 0.F DISCO~"NECT SINGLE LINE SINGLE POLE SINGLE THROW TIME SWITCH TUv!E'DELAY & DUAL- ELEMENT UNLESS arHERW1SE NOfED VOLTAGE DROP VERIFY LOCATION WATER HEATER WEATHERPROOF DITOMASO AND ASSOCIATES lie. RCC LUNDIN AND ASSOCIATES CONSULTING ENGINEERS 11010 REBE A IIILVD.•SUITE 21ii!IB•NORTHR!o'GlE1 CALIFORNIA 9'1384 ( USED ONLY WHEN APPLICABLE ) A-I CONDL1T HOME RUN TO PA."'-;EL, NUMERALS DENOTE CIRCUITS. CONDUIT CONCEALED IN WALLS OR CEILING on EXPOSED IK UNFINISHED AREAS. COND~T EXPOSED. POWER & L)GHTIKG CONDUIT BELOW GRADE (SCHED.4O PVC UNLESS NOTSD OiHERWIS~). , -----, TELEPHONE CONDUIT BELOW GRADE (SCHeD. 40 PVC UNLESS NOTED OTHERi'1165), TV. CONDUIT BELOW GRADE (SCHE.D.40 PVC WNLE.S·S NOT~D OTHCR.WISS). CONDUIT TUR}JED UP. ===i:> CONDUIT TURNED DO\VN. ·•11--- •14 ' . ----HHt- H! IH 111 111 ! 111 !If !l II\ 111 Ill ... 0 0 □ GROCND CONDUIT & wmE TO NEAREST ACCESS[DLE APPTIOVED .METALLIC C. W. PIPE -OR OTHER APPROVED GROUND SYSTEM. SIZE AS NOTED AND/OR AS REQUIIlED BY CODE. SEE GENERAL NOTES REGARDING .,UFEH" GROUND, FEEDER DESIGNATION -SEE FEEDER SCHEDULE. NUMBER OF CONDUCTORS 1N CONDUIT~ CONDUIT SIZES ARE MINIMUM (THHN-TH\.VN -COPPER ONLY) HASH MARKS IND!CATE NO, OF i/14 CONDUCTORS (CONTROL WlillNG ONLY) 1/2"C. 2 1/12 tlO 1/2"C. 2 HO 11-B 1/2"C. 2 PB STRA ... ~DED l/2"C. 2 '12 1/2"'C. 4 '12 1/2"C. 5 #12 1/2"C. 6 /112 3/4"C, 7 #12 3/4"C. 8 P.12 3/4"C. 9 #12 •ID 410 1/2"C. 3 /110 112·-c. 4 #10 3/4··c. s ,10 •10 ill ii! 3/4"C. 6 i1'10 -H~-H-+-3/4"C. 7 1110 •ID '"1-H--+r-+r 3/4"C. s no •ID :11 Iii ;!I 1"C. g 11-10 3/4"C. 3 116 XHHW OR 1 ''C. 3 #6 THW ,s 3/4"C. 3 ~8 •8 ------++H---:-3 / 4" C. 4 /I 8 t"C. 5 t18 1"C. 6 lf8 11it1 l 1-1/4''C. 7 1!8 •B ll. LI\! 1~1i4"C. 8 ./i8 •B 11· ll! Ill 1-l/4''C. 9 //6 " LlGIIT FIXTURE, CEILING OR PEKDANT MTD. LrGHT FlXTUTTE, WALL MOUNTED(, G" ABOVE BATIIn.OOM MinROR WHERE APPLICABLE). LIGHT FIXTURE, FLUSH WALL. LIGHT FIXTlmE, RECESSED. FLUORESCENT FIXTURE, RECESSED, PENDANT OR SURFACE MTD. AS INDICATED. FLOOD LIGHTS~ NUMBER OF ARIWWS INDICATES NUMBER OF FIXTURES. POST MOUNTED FIXTURE OP. FLOODLIGHT. LIGHTING TIXTURE SYMBOL -SEE FIXTURE SCHEDULE & PLfu'l"S. FLUSH WALL SW, -SPEC GRADE, "T" RATED"120-277V. QUIET.TYPE tN DEEP BOXES -EQUAL TO SIERRA /15011. /15021 OR 65031 SEnIF..S, AS REQ'D. SMOOTH IVORY PLATE UNLESS NOTED. RED TOGGLE~. COVER PLATE FOR EM ERG. CIRCUITS, MT, @ .-.48'' UNLESS NOTED. WHEN AHEAD OF MOTOR. MIN .. 20A, H.P. RATED WITH NO. OF POLES AS REQ'D, a,b,c INDICATES NUMBER OF S\l/lTCHES & ITEMS CONTROLLED. 2 INDICATES 2-POLE SW!TCH, 3 INDICATES 3-WAY SWITCH. 4 INDICATES 4~WAY S¼1TCH. p, INDICATES SVllTCH W/LIGHTED HANDLE IN "ON" POSITION UNLESS NOTED. INDICATES DIMMER -SIZE AS NOTED. IND!CATES II. P. RATED DISCONNECT V.-1TH MANUAL STARTF.R AN"D WITH OVERLOADS AS REQ'D. INDICATES SWITCH WITH RED PILOT LIGHT IN MIN. 2-Gfu"'IG DEEP BOK LIGHT ENERGIZED WHEN SWJ.TCH "_O>i''. INDICATES MANUAL TIMER SWITCH 0-15 MIN. UNLESS NOTED. PAHAGON #FFlS-00.{0~60 MIN .. lfFF51~00i. (rJ TRANSFORMER~ SIZE AND VOLTAGE AB NOTED. I CJ.I ( ~ DISC. SVllTCH. HP RATED --SIZE NOTED. RAINTIGHT WHEN OUTDOOHS. POWER on DISTR1BUTION PANEL. 'l::illCJ""CICJ :FLUSH on SURFACE MOUNTED LIGHTING PANEL AS NOTED. 277/480V., 3P, 4W, S/N. ...-an FLUSH OR SURFACE MOUNTED LIGHTING PANEL AS NOTED. APPROVED 0 0 I20/240V, 1i. 3W. S/N OR 120/20t1Vl 3!J, 4WI S/N AB NOTED. H.EFERENCE KOIE -SEE REFERENCE NOTES & PLANS. SIGN OUTLET, W. P. WHEN OUTDOORS. DUPLEX CONV. RECEPT. 1 120V, 2P, 3W 1 15 AMP, Giill, -TYPE MTD. AT +12" UNLESS OTHER\\'ISE NOTED, OR AS P..EQUIR£D TO CLEAR COUNTER TOPS AND SPLASHES; SIERRA #1402 SPEC GRADE (#1410 PER!',,11SSIDLE WITHIN DWELLING UNITS ONLY.) PROVIDE GROUND FAULT CIRCUIT PROTECTION {GFI) FOR ALL OUTDOOR, GARAGE, AND BATHROOM RECEPTACLES At"-D \VHERE·REQUJRED·BY CODE. LEVITON -116190 OH EQUAL DY BRYANT. ~ TWO DUPLEX CONVENIENCE RECEPTACLES IN 2-Gfu"!\l:G BOX. DUPLEX CO:t'.V. RECEPT., 120V, 1¢', 2P, 3W, 15 AMP, GRD. TYPE ½'ITH BOTTOM HALF SWITCHED & TOP _HALF HOT. INDICATES 20A.. DUPLEX RECEPTACLE EQUAL TO SIERRA #1460. (LEVITON #6398 OR EQUAL DY BRYANT WllEN GFI). DUPLEX MONUMENT'F'LOOR REC'EPT. ,· 120V, 10,-2P, 3W;--15A.-GRD.-TYPE., WHEN FED FROM FLOOR BELOW, USE FIRE RATED POKE-THRU FITTINGS. DUPLEX FLUSH FLOOR RECEPT., 120V, 10, 2P, 3W, 15A, GRD TYPE, LEW #632-DFB \V1TH CARPET FLA:~GE WHEN INSTALLED IN CARPETED AREA. DWG. El BALBOA YACHT BASIN MARINA, PUBLIC WORKS DIRECTOR R,E. NO. /;?8'0c, DAT" ·;;, -r, -l'J4 SYMBOLS S. NOTES. 7658 HASKELL AVE. VAN NUYS, CALIF. 91406 PH. 782-1755 PH. 873-7676 Job. No. 5:,0Z ? 2 '""~-"""'" 7fr//iP,8~ DATE BY DESCRIPTION DESIGNED APP'D. T.f,T, DRAWN T.f.T. CITY OF NEWPORT BEACH H-5098-S / R ■!l!IST ■ha:o CIVIL lliNGINEIIR NC• 1Cl133 DATE REVISIONS CHECKED V. />,. D. PUBLIC WORKS DEPARTMENT SHEET 33 OF 65 I 0 (9 ---POLS FOR fll<.TURE.. SEaE FI.X.TURE: SCHEDULE: FOR MANUFACTURER Ip CATALOG NUMBE:R. fOR. POLS 4 Fl){.TUl".E COMt;;I NATION. ~ BASE= COVE.R TO GONCE.AL MOUNTING HARDWARE.. /~MOUNTING HARDWARE-FE:IR FCLE:<$UPPLIER. // ,,,..--PROVIDI= GROUT CAP WITH I" CHAMFER AROUND / PER.IME:TE,R AP,!?$, FOLi: IS PLACE:D AND LEVELED. ,I !~ i FINISHED GRADE ll~:;;JLJ:..-fH::r~ANCHOR P.>OLTS AND PATTSRN PE.R. POL& SUFPLIE:R. ·+ RIGID G/>.LV. STl=EL CONDUIT($) WITH FACTORY t i~. ;,_ ;1_. APPLIED PVC co.,qlNG MIN. 40 MILS THICK. I -~·-[·-'-!· ~--7-PVC TO RIGID STEl:L C0'-1D:..JIT COUPLING ADAPTE,R, • .• ,,.: SSE NC:YiE BE,LOW. -TYP. .... FLOOD LI GI-IT POL..E E:>ASE DETAIL NOT TO €,CA.LE. NOTE. AFTE:R CONDUIT CONNE.CTIONS ARE. MADE., Sl'-POSED ~1E-TAL SUR.FACE;$ (PIP8 THREADS WRE,NCH OR TOOL AE,,'</>,SIONS ETC,) TH/:>.T 'NILL 1:,i= IN CONTACT WITH EARTH oR' COrJCRE-TE., '2>HA.LL F.,E. COA.Tl=D WITH TWO ('2) C01'T$ OF E,RUSH ON fVC ft>.TCHING COMPOUND AS.RECOMMSNDE.D l::>Y TH= MPGR. Of THE-PVC CO/:>.TE.D F<.IGIO G1'LV. 6TSeL-CONDUIT -NO EXCEPTION$. • ' .. ' ' ' I I I e"~ 1011 •4"D.! W.P. JUNCTION eox. r MOLlrJT ON W,'.l.L AT +1'2" Al:>OVE FINISH PI.A~TEaR.G,RADE.. ! / e+::,o MA1CH LING. -CONT'D. AT RIGHT 8+ oO MA1CH LINE -CONT'D. P--T LEFT -... o--- 11 ' ,-f,®~~r---·--·-..li~f&·--··_··=-==.......J-~~~==~==~-== e ~ APPROVED .--------::"'Ii ~--------~=111----1--t_-+-t _-_-_-_-_-_-_-_-_-_--t-t-=11 0.a. flt,,.. I PUBLIC r:om{S/Ol!l~OB [l)lifill1£\$ij AfJIDl r~s£©Jt!t'l1iES ![:;, wr::llto r..uruonru AL'\lCll AGGClrn:::oATGS R.E. NO-<.:..?.e:.,bSo,;;<,,c;_ __ I CONSULTING ENGINEERS 0010 ACCCOA DLVC .• SU!Tt:! C'.!1:!□. NORTHhll□OCT, CALIFO~NIA D"l2C4 1---1---1--------------1---DATE 8 -6 -84 ,21::JJ n.::?.o-~~c::i I 7658 HASKELL AVE. VAN NUYS. CALIF. 91(03 PH. 782-1755 PH. 873-7676 Job. No. 6:10'2 DATE o:::scmrnaN REVISIONS A'??O. DESIGNED T.F.l CHECKED V./>..D. DRA\'Ji'4 Tf.T. DWG. E3 BALBOA YACHT BASIN MARINA ~ITE PLAN 8c LIGHTING. a UNDERGROUND ELECTRIC AL DISTRIBUTION-EAST, «Jrl Ot tJ!a'Jv©[lu Olffi(Cl}-0 H-5098-S l'UOLIC \.','ll;ms DEPARnJENT SHEl!i 35 !!7 65 / \ • I ~; \ .. :_;t• -.-..,-~- I ii / -,O.PPROXIMAfE LOCATION OF EXISTING LOAD CENTE'cR(~) LOCATED IN GARAGE, VERIFY EXi",CT LOCATION IN FIEL.D, / DISCONNECT CIRCUITS f5EOISIG GA.RAGE \oUIL.OINGS TO THE Eol>.ST AND FLOODLIGHT CIRCUIT FOR EXISTING SIGN / MOUNTED ON GA=E. ROOf, VERIFY AFFECTED / Cl"!CUITS IN FIE:LD I I -------+-----------------------------------------------~-·~------·--·--····-···"···-I I I I --~J.----~ El<-loT'G APT, P-:,LDG O\IER GAR/¾GE;;;S ----X----X--~;j1,, e:)(.IST'G APT oLDG, OVER GARAGES 1: ! i I I i I I I I ' I I ' ' ·····- ' """"'"" DEMOLITION PLAN '5CAL.E' I"~ 10' -O" HARoOR ISLAND DRIVE PLOT PLAN El<-ISTIN(a GA.AAGES E.Xl'5TING Gl>.RAGE: oUIL.DING . !WilOl 1!1$Kl ~r jIDJ t:i§£[D~!f.ri"~S ![~. CONSLJL TING ENGINEERS 7a58 HASl(Ell AVE, VAN NUYS, CALIF. 91405 PH. 782-1755 PH. 373-7676 Job. No, 8::,0'2. I' I I I • , I OD'UJ AO:DCCA DLVC.• SUf'iC! z:co • ruor:::r;Hr:11::1013! C:AUFOANfA 01::it::!ei / .I -r! 2~□"440,0 7 /,j7g,£ I : CATE APPROVED ta42U I PUBLIC 1·:omrn 01nECT(lR R.E. NO. / ,?' BOGP 1---1---+---------------+------tl DAT" ,R-h _,qd,_ BY· 02scn1PT10N REVISIONS AF?'D. DESIGNED TF T. CHECltED V.I\.D. DRAWN 1.F.T. DWG. E4 ~ALBOA YACHT BASIN MARINA, RESTROOM S OFFICE BUILDING DEMOLITION PLANS, PLOT PLAN -~ DETAILS Cun? ();~ rJlrrJf?OftlT D~/\C~ H-5098-S PUSLIC wmms DEPARTMENT SHEl!T 36 Or 65 ( \ • / "' ----~-"' -"-• • ... ' ' l~,d ' I ! µ ,41 0 .. ,,. I ". -" la....,d " i: • I I I 5 A J 36,c ..... YACHT BROKER F SECOND FLOOR SCALE:-: 1/4" ~ I'· O" FIRST FLOOR 6C/>.LE.: 1/4" •I'· o" ( PLAN A ... ;:, r-4;...---l"C.O, .?b,c l.,,d I l '" - MARII\IA. MGR. 5 '--.:_~ TO "MTTE>" JYP. CONDUIT INSTALLATION FOR TELEPHONE SYSTEM IN THIS BLDG. (UNLESS NOTE.D OTHERWISE) FLU<;:;H MOUNTED 1<.o"><IG" ><4"D. loOX. WITH ('2)'2"C.O. TO !fil Fc.R, FUTURE ELECfROi-.llC METERING; TERMINAL. POINT. "-!-t-LOW VOLTAGE loU'ZZER(E:DWAADS*7c0) AND 1'20V. TO IOV. LOW VOLTAGE DOORBELL. TRANSFORMER (EDWARD6* 590). MOUNT BUZZISR. AND TRANSFORMER NEAR Col LING. (TYPICAL. FOR '2 LOC/>.TION6). '2 INSIDE LAMPS 01-J ONE <SW. } TYR '2 OUTS1DE·LAMPS ON OTHER SW, • /WI\ MOUNT TIGHT AGAII-JST / '-:=./ CE=IL.ING, "f.l=l= l'f'I, 'P';"_i.·i--GFI RSCE:PT., +44" ± l"ti~ I 'b i PANEL "B" Aif.PERE BUSSING PANELOOARD OUTLETS R. OTHER I '20 I 7 I l=XH. F.0-N 3 FAU ·1 0 6 0 7 e 9 10 11 12 RE1JARl<S <oPARE 'SP RE:- 1'20/'208V., o<f, ,4W,,S/N NO MAIN BREAKER C 1400 00 1080 IOBO ai , I ~I o. X J 0 ..J I J!'--l-+-"~3'+-+--1--1--!--+-------;-"'"'w::>,..c"'e,~---+----1----+----r-1 -],,'_ -+-+-'I..J4'-+--+--l-l--4--+-------{--+-----+----l----+----cl--l j, 15 !1-l-+-l'c6-+--+--l-t--!--+--------i--+-----+----l----+-----,r-1 ,.--+-+-clcc7-+--+--l-t--!--+--------i--+-----+----1----+----,r-1 , 18 : i'l5cl.lANO :INON LCL 7,'200W. i LCL 4,500 '25¾ LCL 1,1'2S SPARE N0cl LCL SPARE LCL 100 I $00 SUD-TOTALS 3 00 • TOTAL '2 '25W, 3<o Ar!?S . PROVIDE. Sl:PARATE COMPl>.RTME:NT IN PANEL. Lll✓PER ASEPARATEcLY HING5P LOCKAoLE- ' FOR PLACEMENT Of TIME: SWITCH fOR CONTROL OF FOR.C8D AIR UNIT FAU·I. il I L __ _ I I '20 I 0 E/<.Ti:,R.IOR. 900 2 I 1'200 4 7 5 ~ 6 0 X 7 Q,00 I '2<o0 ~eoo '700 L.' ,, I ' I 8 '2 '1 500 X•1. 9 I (oOO .7: I !O 1-WICKT, 4' e, "'so I I I I 1100 ~ 71 12 SPARE I 13 '! 14 I 15 ' . ' 16 ;,<oO I ' ' 17 ' I 18 ~oo -11 19 ' I I 20 I 2i I 22 'JO E, I ?3 1 ,- 1 2 4 .'.20 ~"' Ut:i.1AND "'sl''tirut Nm/ LCI. ')OO 7 e,o ,oo NOM LCL 8,LlOOW. SPARE LCL '2000 l<o')O I $40 x_ !: j 25% tgt ~•~~i SUB-TOTALS <alOO G,100 0100 ·.• jj TOTA~ .zo.,1 sw. s~ AM>'s ! PROVIDE. A '20A·BP LIGHTING CONTACTOR IN PANE:L UNOE,R 5E:PARATE: COVISR. PHOTO • CELL. TO CONTRO<... CONTACTOR. Sl'ZE COMPARTME:NT FOR. ONE ADDITIONAc. RE:LAY Ai-JD TIME: '5WITCH, """'-------------------------------------J; NOTES: I. 5:LE:CTRICAL. CONTRACTOR TO PROVIDE FOR TIME: SWITCH CONTROL Al-JD MANUAL P->Y·PA<6S TIMER WITH ALL AoSOCIA.TE.D WIRING AS REQUIRED fOR COI-.ITROL OF EACH FORCE:-0 AIR UNIT (ORAIR CONDITIONING UNIT) FOR CONFORMANCE WITH TITLE '24 STATE E:NE:RGY CONSEcRVATION R5'QUIREoMENTS. SEE MECH. DWG. !VI-I, GENERA~ NOTE=¢ IB AND COORD!N/>.TE WITH ME.CH. CONTRACTOR FOR ADDITIONAL CONT-:OL REQU IREMENT5. DWG. E5 AP?ROVED I' --+--+-------------t---i r-~-----------.:-===~----------~-==;r f---+--+----------j--7 BALBOA YACHT BASIN MARINA. RESTROOM S. OFFICE BUILDIN~ ELECTRICAL PLAN. ill!'f[lL1ASilJ Afli ~SS[tf:!CliES ![;. CONSULTING ENGINEERS 7053 HASICELL AVE. VAN NUYS, CALIF. • 91~03 PH, 782-17E,& PH. 873-7676 Job. No. e,30'2 □0'1:0 ~C:.CC::CA □LVC. • ~Ui'TC! C!E::J • N□ATt•u::m:::u::iC:.1 CAUFOANIA n1:.:r::~ (C!'lOl ::;40~4e~.:o::::i DATE BY DESCRIPTION REVISIONS DESIGNED Al'P'D. 1.f.T. CHEC~EO V. />-,D, DRAV'/N T.F.T err; o: rJi::l:'JW:oirtr Ol;llti~ PUBLIC WOi'l!tS DEPARTMENT SHEET 3 7 Cr 65 \ ' I ' / \ \ ( i \ --\..._ - - ; .... •·,~'.'.':':'.::..'.t·: ------------~ ----'" --_..,__,--- ~:J :i I "'(: "'( t"'" °" Cl "' I 11...i 1120 1 ± ..,,_ ::, " ~ +I a ;,; ti ::E [£ "<'l :sc· oJ ,o"' (flI ~ " :x "'« . (o::... ,-----------·-~- _,....L_ ----------- aft :, u ,~ +r ::. ('J 0 U:j :>'<J ,:-, ~~ "'" +I ~f X {0(\1 ,,! j! ol- SINGLE LI NE DIAGRA!VI lllTOMASO AND ASSOCIATES IIIIC. CONSULTING ENGINEERS . 7658 HASKELL AVE. PH. 782-1755 VAN NUYS, CALIF. PH. 873•7676 91406 Job. No. 5302 ,. ___________________ _ PAN II e:, 11 ROD LUNDIN AND ASSOCIATES aa,o REBECA IILVD.·SUITE lil!!Si!!l!S•NOB=tTHRIDGE1 CALIF=ORNIA 9131!4 / ~:· ,349-4493 l'll•ml■T·■Rac CIVIL EiiNGINERR NO• 10133 CATE .. FUSE TYPE SCHEDULE -(BUSSMANN) 225A. AND LARGER TO HAVE SILVER ELEMENTS * CURRENT LIMITING WITH TIME DELAY, CLASS run, 200,000 A. I. C., i BUSS TYPE LPN-RK (250V) OR LPS-RK (600V) AS REQtlmED TO 600A. 0 ·.FAST-ACTING, TIME DELAY, CLASS L, 200,000 A.I. C., BUSS TYPE KRP-C (600V OR LESS) 601 TO 4000A. ,A FAST-ACTING, CLASS R, 200,000 A. I. C,, BUSS LIMITRON TYPE KWN-R (250V) OR KWS-R (600V) AS REQUIRED TO 600A. I:::. c FAST-ACTING, CLASS T, 200,000 A.I. C., BUSS TYPE T-TRON,JJN(300V) ' OR JJS (600V) AS REQUIRED .TO 600A. .. ·-··-----··: . .... _ .• TRANSFORMER 5CHEDULE ALI.. TRANSFOF:.MER:5 SHALi.. HAVE:. UNIVERSAL TAPS -SEE, '='>PSC'S. [D ffil @I [HJ ~ §) APPROVED 11'2 \/2 KY/>., ::,q,, 480\1. TO 120/.zosv., 4W .,6/N PROVIDE l"C.-1""1/o iW CU, G;ROWNO, SAMS AS Ti<ANSF. "Tl" 7SKVA, i:,ep, 450V. TO 1'20/'20BV.,4W,, $/N Pl<.OVI De o/4"C.· l""'Z TW CW. GROUND. ?,OK.YA, o<J,, 4-BOV, TO 1'20/'208V.,4W .,S/N PROV I PE. 1/z"e,.-I"' C, iW CU. GROUND. DWG. E6 BALBOA YACHT BASIN MARINA SINGLE LINE DIAGRAM. PUBLIC WORKS ~~TOJ 11---+--+---------------1----f R.E, NO. / O DAT• 8-h -A',;;/ DATE BY DESCRIPTION REVISIONS APP'D, DESIGNED T.F.T, CHECKED V,A.P, DRAWN T-F T. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT H-5098-S SHEET 3 8 OF 65 I / i \ J ~ 1 ,'17:\ ½V I / fi:?UN l:?AT!OH / I I I I I I, ' ' "° "t-_, ~-\ -" - I ' ' ~ -1'1, '.1 II ii TT @ FOUNOATION I ~ I ., / z;, I i J t 7, -I 1 • I ' r-·--1 I I l/ I I I . I ' ' i i -------,---,--~----' ~ ~ to 1/_z-.___'1 ________ ~-···· !Zt=/Yl?v'!S \~Wv F$Nce 6, f?0/2Tl0/-./ c:?F ~Ti:Z.Uc:;:n,,12e _ _, ,,~--+--~- ' .OEMOLiT\ON PLAN -----l __ ,""9------------- \ .... }-\,6-f2-r.;,o1""' .J:¾b..N O ,':?(Z!\lc= j " ' ~ i 46 1-G11 41 • i)~f:}' -------L, -'---------------!;-'--,--=---# I -------------------------- APPROVED o)/2}2&&'.., ROC LUNCIN ANO ASSOCIATES 801D REBECA IILVD,•SUITE 221!1 • NCRTHRIDGE, CALIFORNIA 913124 DWG. Al BALBOA 'YACHT BASIN MARINA, RESTROOM 8, OFFICE BUILDING PLOT B DEMOLITION PLANS. fOUNDATION PLAN St DETAILS PUBLIC WORKS l!IRECTOR l--+--+------,---------+---1 R.E. NO. L.!if.8t:>y, OAT• fl_,::. • 84 -WM. DOWLING & ASSOC. Architect I A./)} •0 3 4-9 - 4493 ~~~1i t~rf~y ~1~~1~3065 _,. ? ~N 7/,/,.fy,!?~ DATE SY DESCRIPTION APP'D. DE~~;)\ DRAr~P-0 CITY OF NEWPORT B,EACH ' H-509 8-S (805) 526-l,525 R caleT•R ■c CIVIL <aNGINE•A NO. ,0133 DATE REVISIONS CH1JK~ ~i«'/1/.f'o"d PUBLIC WORKS DEPAR'f:MENT SHEET 3 9 OF 65 ll,_, ________________________________ ......11, ________ __,1,_..,;,;.;;.;.;;.;,;.;,;;;..,;,;,,,,;.;,;;,_;;;,;,;;,,;;.;.;,;,;;,;;;;;...;,;;,;;,;;;..;.;:.;;;;.:__..;;.;;.;.:,._._..._ _____ .....,;,;:.;.;.;;;;,;,;,;,;; __ ' --....L~;;;......1,;;;;;;~~.J......,;_;,;;.,.........,;.;...;_;__;;,,,.;.......,....J~,;;;;;, ~...;.;..,;;.;..J ' ·- L ,I • I- . , - 1--10~1 ts-1® I f?i,\f:?_) q,Ld' -1-----\J SECONO FLCC)P.... B f-?OF PP--.6-MING pl-AN 1/4 ii"' I~.::? II _ • //4-11 -=-: L..,:::? II -! l ® I I 1m -I -,f------'r , - --+----! l ' I I I I I J' ' ; W:1, DOWLING & ASSOC. 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II f;t;,f Ll--o/f TfZ.c::/>-1::> No,:;.11-l?-AT -·~ L,PNDJH,C..";, W'L DOWLING & ASSOC. Architect '1035 IN~L4N CIRCLE SH!I VALLEY, CA 93065 (805) 526-4525 ROD LUNDIN ANC ASSOCIATES WE6T E:LEVAT!ON 1/1" = I 1-01' APPROVED aa,u:.. PUBLIC WORKS ~JPljl~ J---+---+--------------+---1 R.E. N0.~0~~~--, OATE....J"-...&L-'-t'3!.<2'4:.__--I DATE BY DESCRIPTION REVISIONS APP'D, DESIGNED ,n \Ni,;,sv CHECKlaD Wt!,:.'O DRAWN O we DWG. A3 BALBOA YACHT BASIN MAR IN A, RESTROOM 8 OFFICE BUILDING, EXTERIOR ELEVATION$ CITY OF NEWPORT BEACH H-5098-S PUBLIC WORKS DEPARTMENT SHEET 41 OF 65 ( ' ~ _,./ .,,- ' j&_ H ,bp,p;,~ M p,,.:::;;,11=:,i:z_ i= I ' -u iS!S/S!.57 ' I I .... -.r 0~hn --·-·--·- I . ' 1//,..-""" .. \. . 'f$~ i;<GL~G ~rr'lT -~---. ~ I I . - I /' l ,z_,._,4 A,AT . ::@ \~llo.G ,::: y ' ' ' ' ' I I \/ I 1·rr• I '/_JI ·, '--' L-.,t Ll -~ . I<> • ' -,~ t -~ I - - /) _ _::( X & T6& ••• • 'E,D • t=<. G"'IL-11-l,:;:: .c p,, - Y,LL,HT P-?Pu~ 1-;<4 e l~,.1 1 o.c;,. 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I --ill-I I __ 1~1---'--'-' I _ri_ _,_I "-I _ ___IDJ I 1/-, " z. - , /.YI" CHAMFER -TYP, 1-Z" 0, C, PLAN /'I=/' '2" yz" ~ w.w.;vl' SID£" VIEW d/? --FLOAT Sx/OJ,C, FLOAT £J/M£/✓~/ON5" . _CONC/.?&~ .EL0.4T TYPE" 1---1 B S I=-L W ' F WT Ct.l.J=T _.WT. / / W.W. M, / / .ScCTIOAI 42 \_ I / ~ND V11=w 111-1 I Bellingham Marine Industries, Inc. DRAWN BY RSH SMEET NO J. W. REAGAN DAVID KRAMER I ______________ !.,' ----------------------------tsmE ___ I 1----+---+----------------j SE 959 CE 27095 I'""" SCALE REAGAN & KRAMER B \/ 8 M n ~s ::-1-1tJw,v DATE: MARINE CONSUL TING & DESIGN 2400 W. COAST HIGHWAY NEWPORT BEACH, CA 92663 42 STRUCTURAL ENGINEERING ALBOA ,~CJ-IT ASIN 'A~INA J H IO·ll:. •84 451 EL CAMINO REAL TUSTIN, CA 92680 SUITE F 714 642 -2206 OF 48 SHEETS _ _ . _ rz-117t,;..., ·s-_____ _ ,1 , &L 2.)(b Rlsf-e, F'.IQ'.\l,s / () f;[/11!."47 BG 52""'." · 11 -- - - F -- ,_, -----------·------! 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CONE'= fl~) .----·1:,,:4 @ it} oc.,. ;L!_ /.~1><'4 re ,/ ✓• o/f II Pl--'(\NWD , I X )y--1-.x. io e tt;,110.c:- ' \ ' :::::.,..,i--:c f () T ;-i-· I ~ I -~ f- ~-1-;Yt ',,fUO ,,,,---011v1rsot:l s-T-zt- ·1--01Mf""i..J ~ qr Z,.t- I 'X I I I / } \, •~./?".XJJ.._.S,4' ~----1fki~ :.-.1-~& e lb11 t?.c. -w / 01 M P5t?r-i. JI ,z, 6 .. 'fo> fDP fl;:~ 4k:i1 Ou (?.N~- ' ' 0/Mi~i-J (-l,Z.. j ! i I I ,,-hfMf':ON lli / 'b/ .f' J?v(tJJcoO \vl•L DOs'LING ,~ ASSOC. Architect 1035 INM/\N CIRCLE SIMI V/\LLEY, CA 93065 (805) 526-4525 !) / '$Pr'-t~O 2-i<& ,.,. • • "';?>i-11? r.,i,.f<,1,C, / • r.:1?1--1-i<4 r-e - '?->' 4 (3 /L,ll t),c.,;,.... __ I I I ' •1--"' 1 (3, I 0 11 o. u ·"/, ,, &I "'· ,~..,.., -:<½<A: re, '7/f' I -"'''-"-'V -\ -b!:'===::!:~v-~~ 1 :;ti--;_, 15 r-1 e '?-Z. --I ~ 1--1 Ii-~/,,I r? 1:;t.+,/t ... 1-t. /1,{!,. [{/' o_c., '· I !;----- I ! i . l?f'J/,,. 'h4-.fl)f' .(t-- ,.1,-~ t-'1'-t( (5 /{ii ll•o.C.c ROD LUNDIN AND ASSOCIATES 110'10 REBECA BLVD.· SUITE &?2!13 • NOATHRIDGE, CALIFCRNIA G13&!4 (.1213] 3451-<4493 / ,<;7e -, 7.,-;,,;;,,J',{L .::..;~RCIC CIVIL ENGINEIIR NO. '10133 DATE lf fz:'fi: i11".M£> ':':..fJ:;N.P?u-r Nc:>T NOf!?-1? [Ze;f'Giz To@ @A2 I • 1 J -x. 11-,e/t.ll_ac, a--I &,j •. E?A R.J,T --! .. A, -"2-:x 1 pt,,.t,,, ,?,, ~ lt:,11 t'C. ~"'-'r-~-Jt.,_ -,t, .... /&, J ~ 2,;<,f ··-4 ,zf-ot.-10 1;>1,,Jt.lt- 1---...:·+ )'(1/.leP.7~12- APPROVED PUBL~ WORKS 2J£e l---+---+--------------1---f DAT 4 DATE BY DESCRIPTION REVISIONS APP'O. DESIGNED l<-W CHECKED JK DRAWN WE=O . ' ~ .-- .• '\ i ' ' ,,,_.=12."'4 f9°;'.;f II ( ' ~\ ! ~ I I 1.1,11 r! lb II 0£,, • -~re. -3/t,ilpv(lJJOOD ---. r -4--;<. ·'f e 1.011 o.o ' DWG. AS BALBOA YACHT BASIN MARINA RESTROOM 8 OFFICE BUILDING FRAMING DETAILS CITY OF NEWPORT BEACH H-5098-S PUBLIC .WORKS DEPARTMENT SHEET 43 OF 65 ( ) 7 I •~i ---,c1,11 ', 'I / i • I ·l ! / IMAklN,L,.I ' 1' I',' I I I : r Ji i 1' Hi , ® I -- I ' 'I '2,' I I ; ~ r-Pi'ii-.!TeeO ~T I ')1~ TO "e,:;.1 ~ - _.--?i?N p AH'3-L,. ,..i-wini fZ:'tJ'i!c'-'" LeiT~r,2.!NC, I ,.. NOf~ : ?-1-1-..&TT"'°r,::1J-J.C:, ---q,/,Jfal-1-/i;,Gc 11 1-+G,L,.VE-TI C.A 11 ,,;-iy~ l':/'az'i" A'? I : I I I ' -i ' ' ; 'i I I I I L ,+-7---i I I I I I I I L I _J I I -I -I I f~ I L-.J._l-_ _J 7Ho\"t N, I -,,'ol GgAP.:, p.;,,t,;;., 11>=\====~ ~ 0 l.-if"-J fOi>, VY -Cl=f4'>MIC-Tll,Go . .I II J " l J , V \.J : u -!----~~ ,---, I - _) I 1,.._.;/"=::__-----------1 • I I . \ \ r,&C!ff t?l~,H Z:.VtZTt>iJ-l fUI' )_ r=o:x? 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I ,~3]34&-4493 KL ~ _,,-.,;.--.. · z,1/JYN l'fl ■CIIBTlllt:IEc CIVIL &Nl31NE■R NC~ 10'133 DATE __,,_ ,_ _______ --' I -1 u- TO\ L-1:::T ' ' DWG. A6 .. .--..--..-------------i---r-===-------r---------~----------1 APPROVED BALBOA YACHT .BASIN MARINA, 0 Q.ftL RESTROOM 8 OFFICE BUILDING PUBLIC WDRK~~Jl2,0Jl; INTERIOR .. ELEVATIONS ' a. ll--+--+--------------1---1 R.E.No.~~~~-, !:NTRANCE SIGN DETAJ LS, OAT' .R-A -,:i4- DATE BY DESCRIPTION REVISIONS CHECKED \/--1""' 0, DRAWN Q w,e. _ DATE 7A'O//YB'4 CITY OF NEWPORT BEACH H-5098-S PUBLIC WORKS DEPARTMENT SHEET 44 OF 6 !i ( ) ) , _, r ·· h1GM!t'/2.f'Ni:,< • S----C-Bt2'.."'"MIC:. ,11-.e ~ !?ONO CO.A, I ~ tzec1 N f. Mo e:ft-l2-Po!:'-t7 I I . 0H?t-/i,,[2. l/l6M f;;j2Mo:; I r0l--D~t? 1"'1w I ' r -1 1 1 ,,, 1-01/-/ie-l"-J;>rz.;,,.I t--1-,, · I· I / c:,12v:;i;i;o ~,~e. i --Iii Ii i ! ! ! •• I I I ' ! : I ,I, F / I ::. 'C ~E:f::="""'=416' f '-• ' -:.._, ---:,;, {l.r ll" R J:I. n -:; Pf20Jf¼---r~o \NINOO\N P!Zfa-tv1. (;:: ~-- I ' -. j) /f ~ r . . 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' !'I) Al,!,, f92E:.6H Ai~ 11,i'l"~ . .-.,Jb ~ ~ ,i;144....i., e,s. ffovlt:'iSi::;> WITH E!>A~ t:'~1 -·--~ --------/ --·----·---:--------•-»•~···-· --• --··------"-----·· -·------• ---., --- - 24~ie 1 1• t:'A'1' ~It-le:, c::,L,:,,j;l<,h VJl'!'H i'Z-f+Pµ!"-MA.i..\u.A-1.. .::W~lt:'E:. TtMeflh 1,,H.aJ.,l, 2>e fF<:>- \/I~ f,!JF, ~~ Alf'!-;:::e,,~M'IOJ.111.ldl 1.1,Jlj TDj,l,,HLIT t::l::>l,\.IJ>,J ~Ulft".llle..JT ~fi!-1,.:J6i fe~ Of ~1-l" u,,',,lf,, ~•1w~Tlt"l6f ]~ HF,. '11"'1~ \IJITt\ ~-!>I1"11/e. 'Cff" ~J11c:)l-i lJ,, .A (.c:O~Aia,i.e, 11-l - 1,r-,I,.,,, .,..,.,,,_~,-n,.,ul· ---, --,---- -· -· • --. · · V'}i:..4.,1, __ 1_-.,J.lt:.i~v,.~ , • -----------·-·······--, .... ·-·· --· . . - ' ··-• -• •-• < • • _, • a ., •. .• ' • --------------------..... I HAVE REVIEWED 'l'llE ENEMY OONSERVA'l'ION STANDARDS FOR NEW WN-RESIJll!N'l'IM, BUILDINGS AND I FIND THE DESIGN SUffll'i'i'ED CONFORMS SUBSTANTIALLY WI'l'H THESE REGULATIONS. Charles w. Eccleston Calif. P.E. M-14744, C. W. ECCLESTON, CONSULTING ENGR., l'>c. 10158 MASON AVENUE CHATSWORTH,. CAl.lF. 91311 ( 81_8 ) 993-8707 DATE BY ROD LUNDIN AND ASSOCIATES ac:110 Rl!■l!!CIA IILVQ.•SUITE 21i!IB• NORTHRIDQE, CALIF==ORNIA 11'13E4 a -.. .,,,, ,, ........... ,, / ./ ? L., · --7/j~//t'BI/- R Ol■Tli"JCl ■C CIVIL liNC31NEIIR NC• 10'133 D.ATE DESCRIPTION REVISIONS APPROVED DRAWN ,:E:,S DWG. Ml BALBOA YACHT BASIN MARINA RESTROOM 8 OFFICE BUILDING PLANS a NOTES, CITY OF NEWPORT BEACH H-5098-S PUBLIC WORKS DEPARTMENT SHEET 46 OF 6 5 "if". -). . . -,.,,-,_,--,-"?""' i •. / J ROD LUNDIN AND ASSOCIATES ,/J t213l 34B-44il3 •g1D R l!!CJA IIBLVCl.•5UITE 21iiZl5 • NORTHRIDGE, CALIFORNIA 111311!4 , /: p ,, -' 7;;/Qf'.f¢:. Fl ■Gll ■TBR ■D Cl\(IL &NGfNEllR NO• 10133 CATE: ' I HAVE REVIEWED THE ENERGY CONSERVATION • 5TANDARD3 FOR NEW IDN-RESIDENTIAL BUILDINGS l'IND I FIND THE DESIGN SU!MITTED CONFO!ilMS SUBSTANTIALLY WITH THESE REGULATIONS. Charles w. Eccleston Calif. P.E. M-14744 ' , t· a ' '• "--~ C. 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"'I Z.61 ~e. ·4-o '110 APPROVED HE.A.'1'1 tJ6 ~ i.., we r,a. i i-l p.;-r ~ 1-\r, 1/0!.:f-!, <I" fi~'r~ ff:K,O,,f!~'°::> -40 0t 40 ,i,z, 1/fJ 110 I fM,ofY f.,,:>\J 1,,F6W; ijl'? i--\o i:,o,::,t,1 ~ fl'ICi"Of-'\' i.?'W <lf'~, !/~ lie:? I ,;,-r&. /.lo ,:;:,ool.,( .J6i ' DWG. MPI BALBOA YACHT BASIN MARINA RESTROOM 8, OFFICE BUILDING PUBLIC WORKS,)J,!_!lJJg~ 1---/---l-------------+---I R.E. NO • ...,_=-.,,=;-""---I DAT" /?-/,-/1'4- EQUIPMENT SCHEDULES, .a PLUMBING CHART DATE BY DESCRIPTION Cl'{Y OF NEWPORT BEACH H-5098-S REVISIONS PUBLIC WORKS DEPA!lTMENT SHEET 4 7 Of 6 5 \ I • i </. fftll, OCL, { ✓.t f',, &\ I \ (:i:\. __ r6Aei".-\\JAi~ vAI..V6 1'-.l A~h v -Le,,;, >I. w / cov tiif fl.A -rrE, ®--~Gt:? Alf u,.Jrrs CfAu) -~,$1-\T, M· I ' I I l ' I I ------__j::::'.J ,__ f------- ' ,:,v.J., f1w, b v. 1,J vJAi-1.. /,iOAl.e. / 1::..·,..__, 1/4" ~ l'-o" '-p l;., -- \/, -tJ.;,,- ---©---' --0- -1-- -+- fl~ hr,ia itJl-'L-E<-F, He!.Ats' ( AU'Tc> M A1" IC.) I ,J(1t.,l~ f-1 Al-,:;.o,w \IJ A.-(lf!i.j2, ' C4 W. ECCLESTON, CONSUL.TING ENGR., INC. 10158 MASON AVENUE ~HATSWORTH, CAL.IF. 91311 ( 818) 993-8707 _ c::5'i::,✓-( tvi .k~-rl-. /:J..; -d If 7 f" 7 . DATE BY (~) DESCRIPTION REVISIONS &!AL\IA~IZ,e.i:::, I f2.C tJ l!!>UC.l'-E. 'T ' I po zi1vJ, """"'', II/v Iv, clfI 1/Z:;:,\J, 4' V2.11 t\\J, --ro r,o. &, To I,,, -f"'JC,H •lfJ Jf ooi.J.iJ, -fclr'-'i6M 4· ,tJ6TAi-L- M"f b , WM,~ 1 "T/'-Af.& 1 fAiJoe-, vJ/f"'f· Gf' C LA'<'A:"i<>f'-"/) • IN?.:>TL>./,.-1-0/vllTTY [?AN JN(~l'Z Wt,.~R [-jt:,A,G-Jz.. ' ' ' DESIGNED APP'D. C-v--te CHECKED C-'Nc=- ,. DRAWN 6,,,;.. t DWG. Pl l3ALBOA YACHT BASIN MARINA, RESTROOM St OFFICE BUILDINCi PLUMBING PLANS 8i SCHEDULES CITY OF NEWPORT BEACH H-5098-S PUBLIC WORKS DEPARTMENT SHEET 48 OF 65 r / ' { \ 11/Z.116,, 1"' r,o.c.~ -ro w/f\, vJjf,,oJ, 4 Li.· ?2.?"ftl. -ij;HXl-' t.11i: 2.o/.·4f.J. MATi::+-i A \!l "'" ltz_ll Yt'--------.,.1-L.r_; ~ -;I V C,,A".; f If I ,Jc,; -S!Z-i"--t:? <'>-i &o,; o::r,\. 1 10= e1n.1/ "ft! .. eo fl'· !hi.lGit:I "'f f,Lt..l --1-1""1'¥ 'fo •AlAT6f-t-\6A.-rt;:;f- I l~t1t' I I I I I I I I r•z,Yv1.42.f.J. ~c,Af,, Mt:i"i:'f-4 &6f-'11ce, 13,y '90, C,..l-, 6,A'l> 6CJ. -~,JO As fOU.0\\J~; ~f A.C6 Hl';A "T JµC; so Mia>I.\. wAT6f2-cie../1.-r,;.Jc:, 8?.!? Mori, " ' ///;!o-4, 1,J A/f /v/ c~ W~ ECCLESTON, CmtSULTING E:NGR. I INc. 10158 MA-SON AVENUE CHATSWORTH, CALIF. 91311 /::,, ( 818 ) 9930 8707 ;:,';}fz,,,..,,./4. ?✓ • d}-,,::,/4.,/1" /Jo :JI?> r7 L. -- I ' I ·• -,. ,~ .. \ ---~ --~-· 'W.f ~µ.ri, , ,. IQ \ p I • ::RON~ ,p,z) ' ROD LUNDIN AND ASBCIC!ATES / 2.J111,1.p.:.· 1:'Zf.J,® 11/z:11 'c 1 1112-11-&i,J. ~: , "!He.f!~AT ,e)ttAJ..L,. ee:. At:?JLWT'AE!>l.6 To fc>l:i0 f. l'W(., , WK612 110'..,er, w / f';A<::4 11-li.-\2,T. 4 "',J1'1,e,1--r'iAGf'AM b 4?Ho:t-'lkil"' or,J,t..'f AM£12.l6AIJ <>f<-6<:ILIAL-T.:> Al"lfo/'7-I~ ,:':',.2.8·.BOdjfA<!,~ 1-lo-J1!!.I" ¢,MJ r,,.-.e.,e, ...i/iJ. 1 &::> 6""'-. ~T~fl.. ~. 441 df'i-1, p.e.::.a ,-• ·' 1':lMf. p:1~ ,c:>..o,te,~ J 1328 Mf!',ft, iiJf,JfJ 1¢"4' l/5tJT I Ai-J<>t:'E. ~I 'Tr\~f!:Mo.'J'l"A1" ,A,p.JiJ'a>'T'AS,1 e': "!'<:> lc:>e,0 f. 1 ,6T,._Te "'f" ~AL-if": Af'Ffii:.:>1/e.t:'> fblit, qrAIJ~y \.ti>%, IIC1C Rll!Bl!DA IILVC. • SUITE 221!1 • NORTHRIDGE1 CALIFORNIA 9'13&:4 .a ""'" .............. ,. )i / ;r(/ ,d;?L=. 7/,.,.,,;pgf R ■Cllll"TIIRIIC CIVIL llil\U31NEIIA NO. 10"133 DATE APPROVED PUBLIC W0RK1/~2,~ 1--+--+-------------f---j R.E. NQ,_;_:.:..,"-"'-,e;_--1 DA= 8-6-84 DATE BY DESCRIPTION REVISIONS APP'O. DESIGNED e-w t; DRAWN~ G,.-;,, DWG. P2 BALBOA YACHT BASIN MARINA, RESTROOM S. OFFICE BUILDING RISER DIAGRAMp CITY OF NEWPORT BEACH H-5098-S PUBLIC WORKS DEPARTMENT SHEET 49 0F65 I . ' / ------! •' , -------! '1.-1· ------------------ '1t !Ji ·, ' > , 1, HI . . . ' . I .. -. ' " j "· ' ·, . '" I/~ ·, ¼ •. ., ~.::·, ~ .'II < It ,,, ,, ' . . ¾·,. ·. , ' • ' !.' . . • ¥'" , • ' 'rj. w., • ~ r, . ~ .. ,ra. r, ' " J ' . _, , ' y / -~ :::--.::--=---- -------------- s < • • , • ---: -------: r;;;,?u--,--... _____ _ '.Al2 107 /" -- ! IRRIGATION SCHEDULE ' ' . ' ' II I ' Symbol Manufacturers Name Model No. /Description PSI GPM Radius Detail 'v V 0 Nelson 6260/7191 Shrub Pop-Uo 20 .7 Nelson 6250/7192 Shrub Pop-Up 20 1. 1 Nelson 6260/7194 Shrub Pop-Uo 20 2.3 9 ]®,, 9 . 9 ' 'v Nelson 6230/7141 Lawn Pop-Up 20 1.0 12 'ii Nelson 6230/7142 Lawn Pop-Up 20 1. 9 12 e Nelson 6230/7144 Lawn Pop-Up 20 3. 3 12 'y Nelson 6230/7191 Lawn Pop-Up 20 . 7 9 y • Nelson 6230/7192 Lawn Pop-Up 20 1. 1 Rainbir:d 1402 Bubbler 30 . 5 9 -@ 5 • ' ~ t) @@ @ .... [B Griswold Rain bird Neptune Kennedy lrritrol 2030 Electric Remote Control Valve No. 44 Brass Quick Coupling Valve 1{:11 720A Pressure Vacuum Breaker Line Size Gate Valve MC-24 Electric Controller v;® @ L:,. L/7 ® LS Approved )----( Approved )::..-_-.:( Approved Lateral Line Cl. 200 PVC Pipe, Size as Noted Main Line Sch. 40 PVC Pipe, Size as Noted Sleeve Sch. 40 PVC Pipe q0 Minimum Diameter ]@. : IRRIGATION NOTES 1. THIS DESIGN IS DIAGRAMMATIC.-ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS (UNLE..SS OTHl=PWl<;,e, i'OTl:D). 2. IT IS THE RESPONS\BILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 3. VERIFY LOCATION AND DEPTH OF UTILITIES AND SERVICES PRIOR TO EXCAVATING: NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN EXISTING SITE CONDITIONS AND PROPOSED DESIGN PRIOR TO CONSTRUCTION, 4. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. 5. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. 6. FLUSH AND ADJUST ALL IRRIGATION LINES, SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. • 7. COORDINATE 120 V. A.C. POWER HOOK-UP TO THE CONTROLLERS. 8. ALL ELECTRIC VALVE WIRING SHALL BE IRRIGATION CONTROL CABLE TYPE. UF DIRECT BURIAL. CONTROL WIRES SHALL BE A DIFFERENT COLOR THAN GROUND WIRE. ALL WIRE SIZE IS NO. 14, UNLESS OTHERWISE SPECIFIED. • 9. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. IWANAGA SEIDEL u &2 Y?"3 ASSOCIATES 11:---1--+------------t---\ rueuc 1·.;1~11s Jk\1!r!4'~ IRRIGATION PLAN -WEST • Landscape Architeclure • Planning OAT!: BY D<SCmPTIOlll REVISIONS R.E. NO. -<--=.c==-- 1 DAT 8-6 -84 111'?0. ii DESIGNED PV. ORA\'/N pv. . ¢'JiV «);, tJl~1.':J~Orli O~l\.«:rn H· 5098-S I' cHEcKEo ~s. FUElLIC \':Dmts D~PAfln.11:::rn SHEET 50 <le 65 , / I \ ' \j ' •· \, I • I I I I I I I z"--1 I I I I I I I , ' I ' I ~ ' ' ¾ ' , ' """"I . ' ' ·,· .~. ~';Joo ll'f /4\ I" I' I IWANAGA SEIDEL ASSOCIATES • Landscape Archi1ecture , Planning CATIC .,_, I I I I I I I I I I I I I I I I I -I ' I' 1! :5/Sf'F t:;;Jf' ' fi l! ~ I Vi, '14- ~1+ •" : t'' or,t,'1 ' 114'1 ,. (8 -'Al717rf!DNA/... V.o.t.Vf + 1-itAJ;>S • liJ A!'l'ROVEO {!},{2 Y/4 PUBLIC \':O~KS Dl!!JJY~ R.E. NO, / .. --------- DWG. L2 BALBOA YACHT BASIN MARINA IRRIGATION PLAN-EAST o:.rE-8--6-.:, DESIGNED DRA\'/N ll~+-l---~----+-~~='-~~=+--------.------l1 DATE BY OZSCnll'TION AP?ll. f'V. fV H-5098-S I ' ((JIT' «Jt t-11a"J~lM'fir OIEll.CIMI REVISIONS CHECKED f.$, o,,~ /, 7,/0 /?'84 PUDLIC r:o:,m, DEPARTMENT SHEET 51 Ile 65 1 / / I -~ '\ I" t ; ' ' II I I/ 50/'-l.E:: •• I =-'l O·O ~ -Gf--'(l'?>)fi'f l~I? ... I:;,: l"-L (b) fie fUf7 ,:y:,'p.;,~ ULJI ~oil l?oi_ i C ~01 FfF ll'IP _t:>-'9tL -CZ) !1fL G?tJI 'l:,tJ" f-:;ox ~ULTI 1'lJ Nf-C. f 0 F-> ... • .•. ,Zas_f~Ut.JI' FT- --..(11;,)J/f 11-'D .. __ IQ-0_,AL fl) Hfc, for:, 1.0: TFU!'Ji" fl. ~v---(4) Hl=t'1 HTI!> 8, e;,AL CJC1C r.a:cr:cA r:a .. vc,• SU!TC:: L'Ll::'.! • N□~•Hr:rn:::i□r:::, CALIFOr:;:N!A t:n::r:a:::.::: ,21:;:i1 ::.Jt::j.0-44C!8 . . . . . ' ·r· I V PLANTING NOTES: 1. VERIFY EXISTING GRADING IN FIELD PRIOR TO CONSTRUCTION. FINISH GRADE SHALL BE ONE (1) INCH BELOW TOP OF CURB/OR PAVING IN TURF AREAS TWO (2) INCHES BELOW TOP OF CURB/OR PAVING IN GROUND COVER AND SHRUB AREAS. 2. BOXED TREES SHALL BE INSTALLED PRIOR TO IRRIGATION. 3. PLANT SY~180LS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. 4. ALL TREES AND SPECIMEN MATERIAL (SEE PLANT LEGEND) SHALL BE OF ADEQUATE TRUNK CALIPER TO STAND WITHOUT SUPPORT. 5. ALL GROUND COVER SHALL EXTEND BENEATH TALLER PLANT MATERIAL. 6. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. THOROUGHLY WATER ALL PLANT AREAS IMMEDIATELY AFTER PLANTING. 7. BEFORE PLANTING, ALL PLANTING AREAS SHALL BE FREE OF WEEDS ROCKS AND DEBRIS. ' 8. ALL DIMENSIONS FOR PLANT MATERIAL HEIGHT, SPREAD, AND CALIPER ARE MINIMUM REQUIREMENTS. 9. TRUNK CROWN NODULES ON TREES ARE NOT ACCEPTABLE; 10. MUL Tl-TRUNK TREES SHALL BRANCH AT GRADE. 11, MADE-UP MULTI-TRUNKS WILL NOT BE ACCEPTED. 12. COVER ALL SHRUB AND GROUND COVER PLANTING AREAS WITH ONE ( 1) INCH MINIMUM THICKNESS OF WEED-FREE MULCH PER SPEC'S. TREAT ALL SHRUB AND GROUl-!D COVER AREAS W.ITH PRE-EMERGENT HERBICIDE PRIOR TO MULCH APPLICAT JON. 13. PROVIDE TOPSOIL NECESSARY FOR MOUNDING AND RAISED PLANTERS AS SHOWN ON DRAWINGS. l'I. lr-l~TALL l'OOT f>'-fli"IE~'o MOOE.L N,a, 1Jef>:.24 e-r Dl=E:f' ~OOT COPP. (111) efll'rO'¾o OJ-i ALL TFEE'1, f:)(CE:FT C.--Pft'T WOOO , fl!.LM T~f:e,;. FERTILIZER TABLE: "' . . . . (I) Ml:L eyUI -'??b" f.;x?X MULTI. ' . ' /C0'f) ~Ef··· CU: C LcCfTI= Ol'lf 0H~U!7;, 1Ff. ..J... "7 0/'L jff<IYt'T/9/tJ , ) ==---- I I I I /; I I I I , , I I / I ... . . -· +---++---1·--1'-K !' . r ( \ li!IHr-----c ·n H E-M HYE? 8'0/'L · ··----IVVANAGA SEIDEL ASSOCIATES • Landscape Arch,tecture • Planning Container Size Amount Ag;riform (D llJFlrL 1 Gallon 2 Tablespoons ... __ Jtz.1?1/IL 5 Gallon 1/2 Cup 15 Gallon 1-1/2 Cups 24 11 Box 2 Cups 3611 Box 5-1/2 Cups 4 8" Box 12 Cups ( 3 Quarts) 1 ,_PL_A_N_T_I_N_G_S_C_H_E_D_U_LE ____________ -_-:{-. DATE SYMBOL BOTANICAL NAME COMMON NAME TREES ERV CAF Erythrina caffra Kaffirboom Coral Tree FIC RUB Ficus rubiginosa Rusty Leaf Fig MEL QUI Melaleuca quinquenervia Cajeput Tree CUf' AtJA Gupanio~,~ .anacardioide,;, • carrot Wood WAS ROB Washingtonia robusta Mexican Fan Palm SHRUBS AGA AFR Agapanthus africanus Lily-Of-The-Nile HEti 1-tfl:> lt,merocallis. hrb(1d~ 'fran~ H~f' t)jrlily LAN MON Lantana montevidensiS1!C?t'lftrTI 1 Lantana -Pi!; • e,1c. t:71~ 'l'S!CCl-01"-~ Ut.Y NER OLE Nerium oleander Oleander RAP IND Raphiolepis indica 'Jack Evans' 1\JF Cf"-TUPJD/')J11:{U.,,, c;o.LTFfi'</ITU':, VINES/GROUND COVER FIC PUM Ficus pumila Juniperus horizontalis 'Emerald Spreader' • ~. Gazania 'M·,t;.ui 1'e.lloui', South laffd <,;od Tall Fescue India Hawthorn Creeping Fig Emerald Soreader Juniper < Gazania Mite,ui Yellow Mar.i~hon APPRO\/ED PUBLIC \",'O:lKS ome:CTOR R.E. NO. /.?eo,:; SIZE 3611 Box 36° Box 4811 Box 3611 Box 30 11 Box ------- 5 Gal. 5 Gal. 5 Gal. s GAL. 5 Gal. 5 Gal. 1 Gal. 1 Gal. Flats Sod HT /SPRD /CAL 9' / 10' 10'/10' 12' 112' 14'/10' 12' /6' 11½" 20 Trunk Ft . REMARKS Multi-Trunk Multi-Trunk Multi-Trunk Multi-Trunk Min. 41x41 Rootball Multi-Stem Multi-Stem Multi-Stem Attach to Wall With Plant Ties DETAIL -® 36" o.c. Soacing Triangularl 13\ J@ 611 o.c. Spacing Triangular DWG. L3 BALBOA YACHT BASIN MARINA PLANTING PLAN· WEST, OA•<--'-'---'-'---'-'--4,,__ __ ~ DZSCnfPTlON AF,'ll. I DESIGNED f'V DRAWN P.V. REVISIONS ' CHECl(ED i:.S. lt'Jllli 0~ ~,lR"J~Offii' O~C\CMI H"' 5 0 9 8-S PI.IClllC WORKS DEPARTMENT SH2tT 5 2"--a:, 6 5 I I I (1) WfG fOI:> 1.0· TfLlr-li< FI . . . ~ :~--~'·.:-~~-: .. • -.; -----• - (11) fl'f' it-IP---~~ i;,-&fL ('?) HEl1 H'f&-.__- 0-0,AL / . -----c1) FfF lt-11? ~~ S·&fL (~) P:l'-P INv'.:.. .. .:... .. ---e.;_,,J""----+---------_______ ----'--- • ~ cqAI-. • Landscape Architecture • Planning ., . .. I , ' DWG. 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'-m-\-Jr ,-------__//M ,,--"===i=lL....i.L..... - --I II I I 1 I Bt/Lk7-l!:/-ID 17t: ,B'ACI<.£ £££ ow 'a ~3 TRAY!:L -LIFT P/i=RS / ~----• -=-r--c- >l:t: OW0-r--8-5'-l/-,r8-~_0J...,_,--__ -,-......1.-1-lll...,_. )lm:[:---..--.2..~"'4, 1' 2/Ni DflTDJCK.POff CUP a:Ni ._. J' ,' ----~ ' I • ----i--=---- 11 I I I I • - _ --j ·-WAs;'HOOWN SLAB 5£€"0WG &II ~ Sl/RFACI: ORAi/-/>' [N, I, C .) ---"""1 -[/ , l?t.OCK WALL S£l: .ORW~ C7 I ; - rLEAS'E'LING i 1os.!I.__ _______ ..... J. W. REAGAN DAVID KRAMER SE 959 CE 2709!! REAGAN & KRAMER STRUCTURAL ENGINEERING 451 EL CAMINO REAL TUSTIN, CA 92680 MARINE CONSULTli.G & DESIGN 2400 West Coasl Highway, Suite F Newport Be1ch, CA 92GG'\ I ' ' ' I I I l l ( ' ~ l ·\ I I I ' I I I I, __ _ I -- DWG. BI BALBOA YACHT BASIN MARINA. BOATYARD FACILITIES KEY MAP DATE BY DESCRIPTION DESIGNED RSJ4 DRAWN nrµ APP'D, ,-, '-• H-5098-S REVISIONS CHECKED,€'.>H DATEt,/2~ SHEET 55 OF65 -· rFAC,_-0Fc,4P BEAM J._ ss;z5' -· ~-I I i i I I 'i ' ! ' I ' I ' I I I I ' ' ' ' I I ' ' ' I I ,_i GANGWAY Jt:!N6£R ;;E/F PW'G ~ ~/:£ 1:::-;iTERIOR PILE" CVIOE. 5"£1::.-DWG © I '\ %/H DIETERICH-POST CLURPRINT IOOOH ' I A 20,0' ,4:5 , 1 34 ' I , .' . - ' i .: l 1 20 , l PLAAI /11:/0' ' I \ I \ ' B GANGWAY H,4A/GG'/<? ) '· ,, ' ()J i (I) i I o,5' 4c. I I I l ' -{id) ~ -- TYP...--.,,,----------------"~----' / "'1---~ PIER ?!LE:;; /. Pit.~ DRIV/1-/G 1-MMM&"J? FOR ?IG'R PILING 5HALl HAVI: A DIZIVIN6 ENERGY 01=-15; 000 FOOT t..gs P!::7< .&LOW. , 2. Pl~R PILING MAY gE PARC/AL.(.. Y JE'TTEO PFR TJ-IE 50JL5' REPORT. SOIL£ REPORT IS A'i#llC:.Al?Le:-FROM M,4{?/N& COI./S:t/LTIA.IG ,:1' D£S:-ION- J. W. REAGAN DAVID KRAMER SE 959 CE 27095 REAGAN & KRAM ER STRUCTURAL ENGINEERING 451 EL CAMINO REAL TUSTIN, CA 92680 MARINE CONSULTING & DESIGN 2400 Wesl Coast. l-lighway, Suite F Newport Beach, CA 92663 17141 642,220G °' ~ \!) ~ )l.i l.!J V1 - :t I::'. c;:_ , I\, ~ ~ ~ ~ ' ~ !.li ~ - DATE BY NOT£5 /4 • Se;,. PILIA/6 -33 'LONG -CVT OFF GLG"V. ::-t-J, 27 M$"l- CR0.5:S HATCH/:£) FLOATS S"HALL HAY/: A MAXIMVM PRE<: B'OARO CF IZ", All OTJ-IER .BQ4T Y-4RO DOCKS TO HAVL: A 17" MAX, FRGG"8'ClARD. DETAIL@ SB N / ~ 4-I''¢, X 12" D££P h'OL€~ I CVTCJrF=i-S.28 M~L fo-_ 1------- ~l --- --: ... -~ e-· fl\ t~ g4 ~/ [1 DESCRIPTION REVISIONS £ECTION CEMl:NT TYPF .a MOO/AL:£;) CON/=VRMJN,$ TO A!>TM C-IS-0 AGG/Zt;G.472:' NATVRAL AGORt:OATe Ca,<.,IFORM/NG TO AST/'r'1 C-sg', WIRE £PIRAL ws;o CQ<//-,i?Ev?/A/6 ro AS'TM A-&?. , PRGS:TRl:-SS'ING S'TL:EL Yz_ '1 ¢ -Z7cJK S"T,e4NO C'ONFOR/Y?/NG . ro A.S"TM A -4 IC. ),/OM/NAL -.C'" ,r!R&:A ,, , IS-? I . CONC.€:1:TE /c "" t;CJOO PSI @ 28 .PAYS: • DESIGNEQ APP'D. Rt;;.-/ CHECK<!) l<>H fc; = 4000 P>I @. n?AN'SFER. 9D0PS/ EFF~C17Vt.: PRE~TRES:S: AT TRAN.S:/--c,E". E"J DRAWN .R~i-1 DWG. B2 BALBOA YACHT BASIN MARINA 130ATYARD FACILITIES FLOATING DOCK 8i PILING LAYOUT· H-5098-S SHEET 56 OF65 - ' ~. -o· 1 I I I ' I I I ' : I I ' I I l l ~ ~ ' I s. 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ALL WORK >'HALL i?E IN5:'7'ALLt:'O IN CQVFOR.,v,7ANCt--JAi/TH THE APPLICABLt::-57:4NDAROS >"FT roRTH /JJ THL= VNITED FIRE; COOL: /979 1::--0ITIO/\I; APPL.:,N'O/X ''F ., (NFPA i:03 ¢ 14) • 3. .4/R J--IOSG" AT OANCJ.,1/AYS" SHALL CE I" OIA/VlETFR WITH A '200 P. S',I. /V11N, JNOBt'I.NG PRFS'.!: 1.//.?I=--. /?.F. CCJOORICH1 OAYCo OR /-lPPROVCO EQVAL, HOSE CONNG'CtlONS S-HALL 81: FACTOKY APPUE:0, / I" BAl..l //AL VE 4 ~VPPL Y / 8Y OTAIL::-K'S". -/:.~-'-----+;-o..c;-,;;;-,:;;-~ ----B'EGN CONrR/1CT-CONNECT /",,,q1R 1-105& .... "" TO BALL VAL V& l J" S"C/.-1. 80 PVC ?IPE c/ FITTINGS, l-==-,---,--..1..-.-./ -. --::::::-, --;;:::.~ -'--,;----~--,-<: REOt/CE re:>¼," 121,C ' DWG. B6 BALBOA YACHT BASIN MARINA, BOATYARD FACILITIES PLUMBING DETAILS 2400 West Coast Highway, Suiter-1----1---1-----------f----l Newport Beach, CA 92663 DA1£ BY DESCRIPTION DESIGNED DRAWN APP'O. R'51-1 RS,<./ H-5098-S (7141 642-2206 REVISIONS SHEET 60 OF65 Fv'PA@ B B FP'R Al¢ As Fl>RA2dA3 8 ,PULL 80)1 ¢ 5VF,vc.. Y. Ml. C, 2/76 DIETERICH-f'05T' CLEARPRIMT 1IIDGH A FPR B I -_, IY'---\C r-<----CODt: SIZ/:LJ J-80X (TYP.) 0 E'LECT/2/CAL LAYOUT 1''-10' CONNECT/OJ✓ TO ..S-t-'PPt.Y/ CCNDV/T, G C-48Li:: 4 5, S. KFLLEM:> Gt'Z/P ey· MAR/1'/L=" CONTR/!CTOR. ' .--~-P/-lNGL PVC CcJ,41/:0, G.4t:V, C(),VJ:?,,//T 4 ()::JNOVLl:T A0.4PT re PJ/C.' CONNCCT!0/1 AT But 1<7-JEAL., lEGl=ND @ IN5T,4LL NEMA ::,--zoR Rl:CEP'T IN NO,.(J-MG1;.t:ILLIC BOX V✓ITl--1 Wt;;/ITHGC'RPKOOF j\lON-lv/1::)ALLIC COYl:R, INSmLL '2.0;C/ GP/ CB IN PAl/t..:::L ::4". @ OUTLET A5:£GMtsLY Y✓ITJ..-/ I NEMA S--20R' RECP'T) /-20AMP GF/ CS; I-304UP IP ce 4 /-NL:::M,4 LS--.?OR RC"CEPT,L/CL/:;" lv10VNTEO ON t/TILITY Ct:)./TL:::R, @) Ot./TLET As;S&-;.,,tl?LY WIT/-! / N!:'MA 5"-20R R&CP 1T, 1-ZOAMP c;,c; Cl? 1 1-..?0.A'MP IP Cl? ,1 /-NEM4 L5-30R Rc.;:C.P'T/; /-5,()/.JMP 2P CB 4 / I--IV8£'EL C.:S MC-C.9('0R EQV/-JL) RC-CP'T A/JOVNTGb 01-✓ U17LJTY CG'NTER, .,,-c-~ P. ;_;-. CONT'ROL n---i nr.:====~~-1 (_ V/ATl.i'P LIi/~ PAll!:.='L ~" //IN~MA ?R GNCtOSVR.£ c.c;e '% Kt:t..LE/..45 GR/? ! - REC 'p //./ ,t: S &'OX ~- ;--p R Al-4 A 3 __.,. ~>f.lGL WATER LINE /"r; r'-1 I I I I I I I CG/? '1:fs k'ELLE'.,-1,-?,;', --,...._ GRIP _ _,___ - P, I:. CONTROL --..--' -' 0 ~ PAJ..IEL ''g'' IN /.-/&MA ER Gf/Ct.OSVl:::'c If: ' :;._ ,:c -~ ~ '-" v-z- I' I ____ [ FD'RBl4EZ c,,--- PG, CONTROL. PANl=L "B'' MARINE CONSULTING & DESIGN (7141 642·2206 DATE BY BoAT YARD NoTt.:S . ------------·------------ /, £"PLICE5 4' T;C/P~ >HALL B'E I.Iv ACCORD WITi-1 AJ.G, C. '240-ZI, £XC&PTION s ¢ B AND S-HALl 1?£ A,1A0e IA/ ACCORD WITH £'/THE/? JI/JG'THOD )1" OZ "Jg' c/- 5/MIL AJZ To THE TYPe-''c' 5PLICG SHOWN ON THE-S:TATE OF CALIF, OGPT, CF TR.rl/J5PORT,4- T/ON S-T'D PLANS--0...4T!;;'O JAN'· 198// P/-?0£ Z?C,, SH!:t: T 2-.S-ls', $"PL ICG' 1-✓VTS ,/ '5"PLIT l.?OLT> AR& NOTG ACC&PTAJ?L&. Z. RIGID NON-METALLIC CONDUIT SHALL (?§:" '>UPPOR?&D AT 4 1 O,C, WITH 5"$' ~TRAP/A./$ OR OTHGI? /.:)PPROVEO ,VON-FERROVS JY1AT&:l2JAL, 3. ALL COA/OLJCTORS' #G; ¢ SA4ALLG'R" SHALL B'E /N5'TALLE?) WITH CONT/NUCJV5: COL.OREO /hS"VL/,,ITIC,AI. W/Ri= lARCER TI-IAN #e, S::J-IALL gt_= COPGO WITH AN APPROVS-D COLOR ;..,.,7,4/21<1/V SY'ST€A-1, 3 -11 2 TYPE "c" CAE'LG 3-tt4 THW,1 Z-#12 THW 'fl' /-#8 THW ORfv IN I~" CcJNDc1/IT. 3-#e, TI-IW, 2-1112 TI-IW ,i 1-11.8TI--/Vv' G/?V IN I'' 11 ,,......____.PLJLL. 80)(' r-: /ZO/e40 V I ¢ IOOA EVSS I I ;P( -zo GFI zP(7oA ZP(70A ' (\_ l,j ~ DESCRIPTION APl"I), REVISIONS I __ 1P(20AJ • DWG. 87 BALBOA YACHT BASIN MARINA, f3OATYARO FACILITIES ELECTRICAL DETAILS, • H-5098-S SHEET 61 OF 65 J _ t ;/;." rTYP.) ! I . --_------ PLAN J.!''exTERIOR PLYWOOD APPLY 3 COAT 5Y57!:M OF MARJ/VE WHIT& P/IINT. %" CAR. B'OLTS" 7_,,,1t ,-,5 -7.:: r HOt.ES: REY 1-/0SE ----------1:=l===s========i-1----- £LECTl2/C 'f /1/z. ''~I' 'Zfl6 DIETERICK-f"OST CLEARPRINT lODOH WATG'IZ ' 5TAND (Ii)s BB G y~·R -~~ I)~ c3VSSET >HOW METHt:?D 01-= ATTAC/--J;Y?FNi ON ~HOP DRA//,//,AIC>' •·• ----, LT. LEG ELECTRICAL OUTL& T ASSEMBLY "----------) PVC CO/-/TC/./ 6AI..V, l<1:-::1L.-Cr'~IL)!/IT . . I ' "I;\-: ~I .,..),.--o• -------J ' -'ls . -- ' "" "' . ----' ' ·- C C [uJ 0 .l__....------- 0 _,_ I I ft '88 J 'C::,.,· 0 g -0 / d - ' . . ,SJ . L ..,o ~ - v i--, I--~ I F120NT 0t:=W MARINE CONSULTING & DESIGN ~ ;'I ----'4-~C/--1 80 Pl?R /--t)/<. vz._~'1cAR, v.¾ " ;/ ,, TYP!:K UTILITY • PVC Lr. LEG B12ASS-. ¾'' HOS-E 8/BB WATIS # 8 3/ 5"6::-T S:CREW iJ ' 10'' 5t;;"CTION 3 "=). ~I »r-llll.,--..,/ 8RA~5" D/20P £Yi= ELBOW LBOLT THRU PLYWOOD §"/-/OW A4ETH0D OF ATTAC/-IME'NT ON ,;'1-/C)P DRAW/Nus;;- 5"ECTION CE.NTEE@ BB ,e:e, DWG. 88 aALBOA YACHT BASIN MARINA BOATYARD FACILITIES. l.JTILITY INSTALLATION DETAILS, 2400 West Coast Highway. Suitit F Newport Deach, CA 92663 1----lf----+-------------lf-----i J. W. REAGAN DAVID KRAMER SE 959 CE 27095 REAGAN & KRAMER STRUCTURAL ENGINEERING 451 El CAMINO REAL TUSTIN, CA 92680 DATE BY (7141 G42-220G DESCRIPTION REVISIONS DESIGNED APP'O. R's I-{ CHECKED RSH H-5098-S SHEET 62 OF 65 ~---------~-»---. -' U-lii f,} / l 3¾" .s¾' : -----------------------------------------------------------------------------------------------------------------__ -__.-,_-----c=-----------------,-,, ______________________________ ;: __ -I':_-_"--_-_ -~ :.1--~--roP-.,'--eorr;--r-~ v/_z_'_' ¢_co __ w._~_-_L_~ __ l:-_--.s: __ _________,, ____________ _ ® ( PIE'/2 D£c:I<' SCCT/ONS © . !l s ' ,..,.I -__LI' , ~ ------.... ,-7°"'1----------...,,+ ,1-1--------------,,-rr1-, ________ L.__l_--,-l _f,_7--,-1 _________ ___r:I =--=;:::-=:::i-==-~::,:::~:...::-=--==--===-==-===--=:::-1 .S?---++-,_:· -I I I ;;,_q ,l -'I IL__,, IL JI , , ,,," I I r ➔----/ lh / D£TA/L TOP OF PILE C/IP'r~.8G LAOD&R~ -SGS' o,ewf:;; l?-1 I ,,C::-OR A,.A,C,L-/OR ears IN THIS-PILI= CAP. 2/71 DIIETEJIIICH-POST CLEARPRINT 1000H - =I Ir :l h! !;:\ _ . . .. . [___ ___ /-__ ---_--_____ -__ I TY,P. ¼'x ~11 cH/.lMFc~ l"'-""ffl"'""LLWJ~ c> / 4"xt;,"Y3/e'' L-@ (7;'\. L -~""'1:::::!;'r=i 1 111, ; :,, r_-4_#::,-rop ,I eorre>A/l _,? I - ' I PILGCAP@ 139 Bia -l:v P!GR FOVA/0//770HS @ : 111 1 1 :1; l :1! ! l:''--1-tt--.__ # :1i w 3 z,1 lli tr 4-4 Y 24" t?DH/CLS ~/-JCI--/ • j,__ __ +---_;:::_;:_ ____ .,.,_'.---'l_u-PILG, GROt/T 12'' INtO /=YLG_ I - -· 11 II IL Ji 1,--71 IL .JI 6LEVATION ; ______J ~ _-1.'.-------''--..!--V-/" Nor1:::-: ALL sTGt:Z-roeE s 1 ' CLG'A!? PILG CAP 2z'' ;"::/' r@ ,, //' I 11· , 1 I I I I I L__ _____ -____ I • ' , I I ~- • I I I I I I I I I I I I I_I LJ ' II I 11 I I 1 µ...-c--.._____ 4 -l'F4 DOWELS FACH PILI: z__- UJ GROVT INTO ,PILE PILE' TIP -zz.z J. W. 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DETAILS H-5098-S SHEET 63 OF 65 " ' / I I ,~-~ I -. . \ I I LJ 2/76 DIErERICH-POST ClEAAPRllff 1aaoH L £" 'I -------' ' ~ =F- !%" OR0t/T HCJL~S ~ _/ , ----.,_ I " ' 7-#4 CONT- -->- ---------. -----~---·-·· ,/ L=-00£° TH/5" .SI.OG )I . -------···· ----'"· ' ---., --···-----------------· - BROOM ,CI.A/l5'H -·-----· -<P- I D£cK PANGL PLAN ,r-TR/-1N~. 7 //2 Y & -W/,4 XW e.$ -LLoNG.J ,_,_,.. __ _ 12\ \€10) ------·------------- -·--·-..... ------•· ····------·~ ---- 5'' ,r ~ IT\ ' ~ ............. ,. --r ' --~.#1' -:·:.:_: --' ....,. • "" < • N \!I ,, -~- '<;!-s ~ ' "' ' ' (\) ~ ~I ' -!----I ' -+-=t-~ 1 I , ' I I?. )<' c; -WI, y w Z,9-I Ct... " L LO/\/C __./ I k. " 161 _&I, ----------£0, /~ J;?AX,_-z ___ c_,e0_ --,, / I ' 1 ' ' . ' : ' . ' '' '' '. ' I~- . 'v, • • ' ' •7: -I ----' . , ' . -'' . . ' '-S ' ' ' ' --' " +~-~ ____. -·~ • -. '--'--" ' • • ' . / . . . ' . .. ' -' / L7_#'4 ' ' ' "' ·i-' COVTINVO?'S :1 ' :' ~ '-· , I . • • -' ' -' : ..__ # ~ @: 4~" e,?,C, I }f;_ "CL 'I -. [ _· ---.. 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FINIS/-/ -TOP: B'ROOM ., L=-/V'OS:; SIDES ,;i &'OT TOM : FOR,;i--1' FINI SH FAB'R/C4TION >'H-4Ll CONFORM TO .>1AND-4RD .S:-P&CIFJC,.qr10NS OF TJ.-IL:" C"'7tc/l-?:>RNIA 0/Vl!:/OA/ OF Hl6HWAY'> . Tl-le Pl6R OGCK 5'!:CT/C)NS AS SHOWN ON THIS SHB:-1 ARI: l?AS:€0 ON A /V1'0.0IF/&V ''T-PAC" .ct:)t/l?LG TE&- SL::::C I , AL & 1/-1 Z::-5"t= ION. 'ALL DWG. BIO BALBOA YACHT BASIN MARINA BOATYARD FACILITIES TRAVEL-LI FT Pl ERS DETAILS 24D0 West Coasl Highway. Sui le F l----ll----+-------------11----1 Newport Beach, CA 92663 J. W. REAGAN DAVID KRAMER SE 9!19 CE 27095 REAGAN & KRAMER STRUCTURAL ENGINEERING 451 EL CAMINO REAL TUSTIN, CA 92680 DATE BY DESCRIPTION (714) 642-2206 REVISIONS ••P'D DESIGNED O~WN,, ~ • Rr::/.; NS r<'Sh CHECKED DK DATE r;,720/94 H-5098-S SHEET 64 OF 65 ' ' l ,_.1 :;:-;:-::--- ' i ,. 2/7fi DIETERICK-l'OST ClEARPRINT 1000H 10' \ \. /,'/,\~ '.-,- D '; ~-;~ . ' ' ' ' • ' ( p' I ' & • I BIZOO/v1 Fll-✓/S/.-1 ..... _, _____________ __] 00/ 1-:Y .·• . . -~'{), .. , . ~ "-·. -.. -, ,; • '"' / ""'-"'" ' _, ,--/2 OF W/-IS)-!t:'i..) S:.4N,O , S~CT/ON i ' i --------- • . " ·--... ·--- / ·----·-··. // COVL~R' roP5 OF i /. PILI//G /////H }1'' i ( Pty· c:;oAk't;:'£) /// ; '\ CPl::V50TE, ' ••• --~ '4' OOW&'Lf:_ /' :. J I \ ''--; I I I i I ; ~-- '-9 ! ------_ ____, -4---'s: 1lz" STD PIPE- I : I I ill' I l'Z' ' I I -' 4-/4 "lji 17 'P/L{;:S TO E'E .DRIV&7/ VA/Of:/< TJ-//S CONTRACT, ?li.E CAP <'/ REBAR N, /, C. ~ I 13\ \. 3 8/1 j_ ' ·, -~ ~-:--i ~ I, ~ V TYi'. /3\ ~·. t· \ ~ . p . , -.,. ._._ u., .. ' ':l; ~· ~ ' ' MARINE CONSULTING & DESIGN 2400 West Coast Highway, Suite F l ' V □ ££CT/ON . f I/ ' ~ i 0"' ()',, (\) .. \.() l.n ' ' . i \J ' ' i ' 4-~ -4c" LVWF.:::'.~/nLG GRO!/tFD INTO c: "p J-IOLC:<;; . 4-14''/ :X/7' PILCS @ · se "' ;g" , Cl (I'\ /~ -?j''.41.g, II/TO .>'1-1/ELO LEAD lT PADS' (' 1 -;!Ott ./?LDG FE. c,,1/ ~~ I (\') ~ J.._ _ , ":t -i 4-,f ', 8 '"'"''" • 'it ~ '-°' ' I @) I C'1, -----I I V\ ~ Ci( l.J ~ ~ --..,: •' I ,, i'l avz 1 (>' ",'$' . ---1 /-/OT DIP GAL I,/ ' . • - ANCJ-101<5 USc: 6/.lLV. Ct/T VNOER 6 &'OL7 WA~HER.5' ALL Nvrs 1-1£,ADC, • c:::) V '.,,--~ TY/'. ~ ~I~ CRl:05071:;; 9-1/M TO IV1. -0 2x4-s: :.4TCI--/ PILING c;'D . fiS DRIVE'N o/CRGOSCT MA T!::RIAL . ' - DWG. B 11 BALBOA YACHT BASIN MARINA BOATYARD FACILITIES WASH'DOWN SLAB, CRANE BASE l:l LADDER DETAILS ( .. J-W. REAGAN ... DAVID KRAMER SE 959 CE 27095 REAGAN & KRAMER STRUCTURAL ENGINEERING Newpart Boac;h, CA 92663 i--t---j!------------1---1 loo~ATE;f~ev~r='-'-"-'-"-'"-'DESC~;Rl;PTl;;;O;;;N-"-"--"--"-"'-"-"--"-t~hoEts1iGjGN:jeEO~~[oo;iijRAiwwt1~~4=c..=..;;_c..'-'-,;'-"'-'-"-'-=:c.;_;__.;;,..;;..c..;;.;,.:.;;..:;:,::-.:c:...:;===d ·---------------- APP"[), R S.4 .K t:H H-5098-S 451 EL CAMINO REAL TUSTIN, CA 92680 (7141 642-2206 CHECK~,_. DAJ_E h,~/,..,. ..,.,.,,_ ._,_,,,,_,. SHEET 65 Of 65 REVISIONS ' I ' ________ L __ . __ ,.