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HomeMy WebLinkAboutR_5789_S. I I l-- 1 ' . ::c . ~ fl! ~ Iii ADAMS AVE. ORAN ODAST cc ffi coll.EGE z Ci: CITY OF 1:2 Iii COSTA 0: FAIRGROU 0 (!) "' ? MESA ID 1:J z :::, ~ j::: ~ :s: :c er z8 il: :::, ffi ::c LL. VICTORIA ST. ~ ~ c3 191H ST. SCALE: 1 • = 4400' PROJECT LOCATIONS SYMBOL LEGEND -0-PO\'/ER POLE (()ISSMH SANITARY SEl'IER MANHOLE = ~ FlRE HYDRANT l'IM rr: -l'IATER METER BOX & SERVICE QGM GAS l.tETER --0-VALVE POWER POLE ANCHOR {j, MONUMENT -x-x-x-FENCE ===c:: BLOCKl'IALL 0 TREE -c--SIGN 0 CJ SHRUBBERY _,,,_.,,,, _,,,,, .,,,_ ASPHALT PAVEMENT ;:;:;:;:\:;:\:;:': BRICK OR STAMPED CONCRETE k.:.: .·_.:-: : ·_. ·.-J CONCRETE " ~'ii' ~ ~~ ff'."' ® CITY ~ ~ OF IRVINE ID ~ \ UNI\IERSI NEl'JPORJ g;. BAy, U.C.I. Cl ~-..... .,, ~~( II!), a' ~Po = I-; ~'"' (') U ,sf, "" ::r; "' -~ co:. JPUBJLIC WORJI<.S DEJP AR TMENT 2001-2002 BALBOA ISLAND BAYFRONT REPAIRS DATE: jbojaz. APPROVED: /JJ ti_ Pg~~ R.C.E. 24967 -=::I--BALBOA ISLAND CHANNEL -c:- 8.00 ,-J 1:D.71H l.ij ~ r.-----EX. I .B. AND 7 ,-J -..,_ SIDE ALK FS l. ,._, lo: " "' .. ~., ~· ~· IO ~ I :;-I -1--~ ~ '" ,,; c::' I c::' Ii Ii .... t2 2 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHER'MSE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN lHIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE 'MTH lHE "STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION, AND ALL SUPPLEMENTS TO DATE.! 2. EXISTING PUBLIC UNDERGROUND UTILITIES ARE SHOWN PER AVAILABLE RECORDS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVAllON IN THE FJELD PRIOR TO START OF WORK. ! 3. THE EXISTING SEAWALL TIE BACKS AT THE PCC BULKHEAD ARE LOCATED AT APP ROXI MA TEL Y a• BELOW THE TOP OF THE EXISTING 4" THICK PCC SIDEWALK. I CONSTRUCTION NOTES 0 CD @ © ® ® G) ® ® @ ® @ @ @ @) @ @ @ @ @ @ I, ' ,.,,.. ~ -1- ~ (/J lo: Ii ;;;--2) a RECONSTRUCT EXISllNG 4-INCH THICK PCC SIDEWALK PER APPLICABLIE PORTIONS OF CNB STD-180-L COMPACT NATIVE SAND BEDDING TO MIN. 95% RELATIVE COMPACTION. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL SOLID BRASS AREA DRAIN 'MTH 6" DIAMETER OUTLET. CONNECT DRAIN TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTE #3). CORE DRILL SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLE AND CONNECT NEW PVC STORM DRAIN PIPE. PROTECT ALL EXISTING PRIVATE IMPROVEMENTS, SEAWALL llE BACKS, AND ELECTRICAL CONDUITS IN PLACE (SEE GENERAL NOTE f/3). INSTALL TEMPORARY "SIDEWALK CLOSED" AND C-5 "DETOUR" SIGNS. REPLACE EXISTING ELIEClRICAL PULL BOX 'MTH TRAmC-GRADE PULL BOX AND COVER. REMOVE AND DISPOSE OF EXISTING PULL BOX. REMOVE 'MRES FROM EX. CONDUIT. INSTALL NEW CONDUCTORS TO COMPLIETIE CIRCUIT AND 90" SWEEP. IF REQUIRED, SPLICE CONDUCTORS PER CNB STD-205-L, vnTH T&B 2D-8's OR C-TAPS. TEMPORARILY RELOCATE AND PROTECT EXISTING POTTED PLANT TO SIDE OF STREET AS SHOWN. REMOVE EXISTING CURB AND CONSlRUCT VARIABLE HEIGHT PCC CURB. NEW TOP OF CURB ELEVATIONS TO MATCH EXISTING. SAWCUT AND REMOVE EXISTING PCC PAVEMENT AND CONSTRUCT MINIMUM 8-INCH THICK PCC PAVEMENT OVER RE-COMPACTED SUBGRADE. INSTALL REINFORCING BARS PER CNB STD-108-L. RECONSTRUCT EXISTING PCC ALLEY APPROACH PER CNB STD-142-L, TYPE-B, W=15', X=4'. SAWCUT AND REMOVE EXISTING AC RAMP, DRAIN PIPE, AND PCC PAVEMENT AND CONSTRUCT MINIMUM 8-INCH THICK PCC PAVEMENT OVER RE-COMPACTED SUBGRADE. INSTALL REINFORCING BARS PER CNB STD-108-L. REMOVE AND DISPOSE OF EXISTING PCC SIDEWALK AND CURB AND CONSTRUCT PCC DRIVE APPROACH PER CNB STD-164-L W=10', X=3'. REMOVE EXISTING ABANDONED ELIECTRICAL PULL BOX. ADJUST EXISTING MANHOLE TO GRADE. NOT USED. NOT USED. NOT USED. INSTALL 15" PVC STORM DRAIN FOR FUTURE SERVICE. RECOMPACT TRENCH BEDDING AND COVER MATERIAL TO MIN. 95% RELATIVE COMPACTION PRIOR TO PLACEMENT OF NEW SIDEWALK. PLUG AND SEAL END OF 15" PVC STORM DRAIN PIPE. -0, -1--~ Ii c::' (/J ,-J no " ,-J L.; ---c:, <o IO c;' r-..: '---o, a Lua:,,Ji BUILDING l EXIST. BULKHEAD COPING , CONSTRUCT 4" THICK PCC SIDEWALK-, ~ G • 74 • ~ f ~~11~~~{ . . .• I INSTALL 6" DIA. AREA DRAIN ~ 1 IMPROVEMENTS &%7@ N 7.00 ,, 'ij II) ~ <ci " -'---<o <o r-..: '---'---~ n "'021-- '--- . ____ EXISTING CONSTRUCTION ----PROPERTY LINE ----NE\'/ CONSTRUCTION ___ <t_ ___ CENTERLINE -----S----SEVIER LINE -----\'/-----WATER LINE ---G---GAS LINE -E--POV/ER LINE -TEL -TELEPHONE LINE -CATV-CABLEVl~ON LINE -SP-SPRINKLER SYSTEM --PU---PRIVATE UTILillES ~ SlREET LIGHT ~ POTTED PLANT [Il!j] MAIL BOX @) DRINKING FOUNTAIN SW FS SIDEWALK FlNISHED SURFACE ++ TILES 1 -n . 1 I ~RADE T? DRAIN ~, __ EXISTING u:·.: 1-:r=:u1'f=.=...:.~;._:_:__.:-.__:..-..c.-7 BEACH \ 1 · . .-_ I ~ I' INSTALL[ 6" DIA. PV\;IPE ...-----____ \ j • · . I • r::)\/ INSTALL 15• DIA. PVC PIPE 1·.·-1 ~ BACKFlLL AND RE-COMPACT I . •.. .· I -TOP 3' OF EXISTING SAND BASE\ USING VIBRATORY COMPACTOR w TYPICAL N.8.F. WALl<WA Y SECTION NTS EMERGENCY TELEPHONE NUMBERS DAY NIGHT CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY PACIFlC TB.EPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COMCAST CABLEVISION UNDERGROUND SERVICE ALERT {BOO} 624-8153 611 {949) 644-3011 (714) 542-6222 (BOO) 422-4133 (BOO) 624-8153 611 (949} 644-3717 (714) 644-6222 (BOO) 422-4133 HEET 1 ~ L..JL..J SEE SPECIFlCA TIONS WORK SCHEDULE LOCATION MAP NOT TO SCALE =~· , 111111 · 1 g· ., 11 1111111 UilIJ [OJ] [I]]] DJJJ] [I]]] [I]]] [I]]] E1IIID [OJ] [I]]] [[]] [[J]] ITTTT\I 0 c5 :r: :'J :::, (I] sruTH BAY MAIN CHANNEL -c:- BENCHflARK SEE PLAN BEEEBENCE 0.00 l.tS.L a 2.73 t.tLLW. FllO/IT APPROVAL RECOMl.1ENDED GENERAL SERVICES DIRECTOR DATE BY DESCRIPTION APP'D. l--'----'-----------'----1 DATE '4--o'-\--02-REVISIONS L -- ' "-EX FLOW LIN£ 2f00 ---- - ---- - ----1 ~-------------- .. ., . . . .. . . , .. , .. • , .. , .. !" - - Ii c::' Ii c::' rv ,- ~ "' "' a QC:, <o r-..: "r-..: '---.;,~ ~ IO -1-it "' ~ ~ (/J (/J SCALE HORIZ: 1 "=20' ' VERT: 1" = 1' I • 1ro ' 1 "=20' ~ APPROVAL REODMMENDED APPROVAL REODW.IENDED REVIE\'/ED ~ () 1 .4 llv1 ,2 A ( ~GN ENGINEER ~d-c'.z~ fi±:(,\.<-l,".l·VVV>t<'\01r1fr..--.,1 UTILITIES SERVICES UANAGER TRANS. & DEV. SERVICES t.lANAGER DATE W f_ z-d1Z R.C.E. NO. 25333 R.C.E. NO. 22045 i.:.:.:=.:::;t:=::::;:=====➔L.._;_ __ .,,....,.---,;,,.J FT DRAf,N FT R-5789-S /+p,J. 4, iooz_ DATE--------- DESIGNED OiECKED lD DATE 3 2002 SHEET 1 OF 7 '? - --I I 7._.5_0-t-----t----t-----t-----t--~~lt-------'--t-----+---+----+------t---+----t-------:--Jc------l-----t----J---+----t----Jf-----F'/f'AVl"/llf'OS·Fn '"'VLOf'-WAiml/Uli~TO'I/Jl'fl[Jl"'-#"fJ-,;q1.t;n1-----1----l------l-------,/---+------l-----l---+------l--_J___:__-_l.~50':'.___j .... Q~ (3 7.00 6.50 6.00 5.50 5.00 4.50 4.00 3.50 t.1LLl'I SW FS @ BULKHEAD HORIZ: 1 "=1 O' VERT: 1" = 0.5' o+so ( \ EX 15" PIC \ - I"' ---\ \ ..... v ---"1--~ I I I I I I I ------1 1+00 oi J::: lu c:, (.,) :!: :::i ~ . I:!: Sil ~~ V) Q ~ -~ :::i ~~ lfj ;;!i Q ~ <'I ~ -f. 12 --f. 12 ~ -~ -~ IO ~ V) <o . I (EX I I -------------"'--- Q "" c:, -f. 12 IO c:, R -f. 12 "' --f. 12 --f. 12 :-,: ~ -~ <'I --. ) ~ "" oi -f. 12 ~ vi -V) "' <o .::: .., ~ "'5 V) V) <o V) <o ~ ~ ~ ~ V) <o V) ci -f---I- - S=-0.0030 --------- ---------- 1+50 £X. OP OF WAL~ AT BULKH£1 D 8 r£X. TOP OF W.0'A K AT PL ;t; 12 ~ <'I ~ c:, c:, 3 c:, c:, IO R c:, ;t; 12 ;t; "' Q Q c:, ~ "" IO "' 12 ;t; 12 ;t; 12 0:::, 0, c:, 0:::, <:, <'I ;Jj ;Jj 12 r:!i 12 ~ ;t; 12 ;t; 12 c:, "' -r:!i [2 r:!i [2 [2 ~ "' ;Jj [2 '? r:!i [2 "" :-,: -~ 0:::, 0:::, -' -i "" . ,_ . IC) ~ <'I ~ _\ ., ,_ V) <o / vi <o .., . ~ .., ~ "'I ~ ~ ' .... ~ ~ ~ Rl ~ .., .::: .., <cl <ii <o V) <o V) <o <o V) <o V) ~ V) <o V) <o ~ ~ V) <o V) <o V) V) <o V) <o -f---- -•...., I 7.00 r I -----c- S-0.0025 S--0.0030 , ---_·___:_ -===- S-0.0030 I I , EX MH S§} ,.-:-I I I 5.50 5.00 I I 4.50 4.00 3.50 I 3.00 I t.1LLl'I 2+00 2+50 J+ao 3+50 -=:r-EXISTING PUBLIC BEACH IO ;,i:; o;~ al=::i--------------------------------1 1 -f. (.,) Sl-------------------------------------------------------------1 • • ro NTS DIRT CONSTRUCTION NOTES -~ ~~ Vlc, G RECONSTRUCT EXISTING 4-INCH THICK PCC SIDE\'/ALK PER APPLICABLE PORTIONS OF CNB STD-180-L COMPACT NATIVE SAND BEDDING TO MIN. 95% RELATIVE COMPACTION. INSTALL 6" SCHEDULE 40 PVC \'/ALK\'IAY DRAIN. COMPACT NATIVE SAND BEDDING TO t.llNlt.lUl.l 95% RELATIVE COMPACTION. INSTALL SOLID BRASS AREA DRAIN \'~TH 6" DIAMElER OUTLET. CONNECT DRAIN TO NE\'/ PVC STORt.1 DRAIN PIPE (SEE GENERAL NOlE f/3). CORE DRILL SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLE AND CONNECT NE\'/ PVC STORM DRAIN PIPE. PROlECT ALL EXISTING PRIVATE H.IPROVEMENTS, SEA\'IALL TIE BACKS. AND ELECTRICAL CONDUITS IN PLACE (SEE GENERAL NOTE 1)3). INSTALL TEMPORARY "SIDEWALK CLOSED" AND C-5 "DETOUR" SIGNS. 0 REPLACE EXISTING ELECTRICAL PULL BOX l',1TH TRAFFIC-GRADE PULL BOX AND COVER. REMOVE AND DISPOSE OF EXISTING PULL BOX. REMOVE l'i1RES FROM EX. CONDUIT. @. INSTALL NEW CONDUCTORS TO COMPLETE CIRCUIT AND 90" SWEEP. IF REQUIRED, SPLICE CONDUCTORS PER CNB STD-205-L, l'i1TH T&B 2D-8's OR C-TAPS. @) ADJUST EXISTING MANHOLE TO GRADE. NORTH BAY FRONT BM: NB3-13-70 EL 5.439 MS!. 1976 ADJ. SEE SHEET 7 FOR 15" STORM DRAIN INSTALLATION REF: FB 524 SHEETS 111 AND 112 REVIE\'/ED //}-Ll--- l----l---l------t---1 &I~- /DESIGN ENGINEER 1----1---i----------+--;DATE ,4,_,d~ Z2tZ DATE BY DESCRIPTION APP'D. DESIGNED CHECKED DRAl'M FT DATE FT REVISIONS LD 3/2002 .801. ' C-3458 2001-2002 BALBOA ISLAND BAYFRONT IMPROVEMENTS CITY OF NEWPORT BEACH R-5789-S PUBLIC WORKS DEPARTMENT SHEET 2 oF 7 7._.5i_'01 ---1 ---1 ---t-----f----i----t------=-+---+----l-----+-------J,..""'""'.,..,.,---k.,.-,.,.,.,...-h,----.---..----...,..--,-l ..... .--..--------+--~d-<"-"X;-'ffJ~,~ .. IA,~~t1o,,r,k,,r?..tf----t--~F ,--1,x'l._j7i'J.l'OPt:...J.O!f:___1P'f'"!l.lv'L.ll A.LI:. 701.---f'----+---+------;=-t-~.rm '71aP---r.'JrWAJ'T1iT-a ''"ritti-+--+'--ti~_. _Ti_oP_o_F;:;:1+-1<1-LK_A_T_a_uL~'H-FA_o __ +-~7.'-".'.5!~'0-1-----1 ' I ,vPOStu J '.Ir ur A J titJtK,-, ... ~:.,.· ),l ~ ~ R ~ ,-EX. TOP OF WALK AT BU KHEAO Q) V?OP, 7S£D 'OP OF WA /( AT 8/][) WEAD I ~ ~ 1;'! 7.00 ·- t'i y <ci 6.50 6.00 5.50 5.00 4.50 4.00 J.50 t.1lL!'I SW FS @ BULKHEAD HORIZ: 1 "=1 O' VERT: 1" = 0.5' ' 0 ru NTS c:, 0, .1j ~ . -,::: "1 V) <Ci -. -'--. c:, c:, ~ ~ c:, ~ It) -" -f.. t ~ t C'j 'I--f.. ft) ~ "l V) <ci ~ ~ ~ ~ . - ~ V) <ci V) <ci ~ V) <ci S=-0.0030 It) " i ::,. ~ :'( ~ V) l<i 4+00 .803. .805. CD ® CD 0 ® © CONSTRUCTION NOTES RECONSTRUCT EXISTING 4-INCH lHICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-180-L. COMPACT NATIVE SAND BEDDING TO MIN. 95% RELATIVE COMPACTION. INSTALL 6' SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL SOLID BRASS AREA DRAIN 1111H 6" DIAMETER OUTLET. CONNECT DRAIN TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOlE IJ:3). CORE DRILL SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLE AND CONNECT NEW PVC STORM DRAIN PIPE. PROTECT ALL EXISTING PRIVATE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL CONDUITS IN PLACE (SEE GENERAL NOTE #3). 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I I REPLACE EXISTING ELECTRICAL PULL Box 1111H TRAmc-GRADE PULL Box AND coVER. N OR TH BAY FRONT TEMPORARILY RELOCATE AND PROTECT EXISTING POTTED PLANT TO SIDE OF STREET AS SHOIIN. ADJUST EXISTING MANHOLE TO GRADE. I ::, 0. I I I .. ... I I Jlli: NBJ--13-70 EL 5,439 I.ISL 1976 ADJ. .901 REF: FB 524 SHEETS 111 AND 112 DATE BY DESCRIPTION REVISIONS I REVIEI~~- DESIGN ENGINEER DATE ~✓ f. Zt!!JZ APP'D. DESIGNE) FT DRAWN CHECl(ED DATE FT LD 3/2002 .. I I . I . .. I I I I . . . I ::, 0. I I I . . I . . . I : : : : : : : : : : : : : : : : : : .907. ~ ~ :::'i .. ~ . .. ~ cc! 2 -l-(S) • ~ Cl) C-3458 2001-2002 BALBOA ISlAND BAYFRONT IMPROVEMENTS CITY OF NEWPORT BEACH R-5789-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 7 1-£X. TOP OF WALK A PL J ~8.~.0,lf!_O_L __ J____ __ j__ __ _J_ __ _J_ __ ---+-------+---~--i----t--------,4------t---+---+---!-----f---~---j-----,------t---+-++--+r-,-+-----+-------t----:----t--~-,=1,RO)'OSJ:l·11,1n;:1nrunr•\n, II I o'IJ/:/(J -~ ,.., 8.00 7.50 7.00 s~~-!,.ij ,_ . . ;ti)j 6.50 ~~ (jj 6.00 5.50 5.00 4.50 t.1LLl'I SW FS @ BULKHEAD HORIZ: 1 "= 1 O' VERT: 1" = 0.5' S-0.0030 -rt 12 • 0, ~<o (/J <o I 7+00 j I [ PROPOSED TOP OF iu ./( AT BUL ~HEAD c::, c::, C ~ ~ !1~- S=-0.0030 12 i-... <o <o • i-... ~ "'l (/J lrj 4 7+50 c:, R <o rt t (/J ~ 1:::: ~ (/J (/J <o _J ~ ~ ~ rt 12 it 12 12 rt 12 ~ ~ ~ ~ '<15 ~ Ill (/J <o (/J <o <o (/J <o 8+00 c:, ~ ~ -it 12 it 12 it 12 . ,_ --' 0, :<t .~ i::: "' UJ <o (/J <o (/J <o S=-0.0030 8+50 ~ EXISTING PUBLIC BEACH S:,0.0030 I ' 9+00 -~ ~ C(l (/J <o c:, LC) -1-0, ~ (/J 12 -C(l <o S=-0.0030 ~---+-- S=-h.0031 9+50 c:, <o ,t ~ (/J 3 R c:, <o C(l "' -1-12 -1-12 0, 12 '.£ 0, ,,_ 1,.._ . -ro v, Li: ~ K i,-, I"'! " • ~ (/J <o (/J <o <o ~ (/J <o 7.50 -7.00 11) S=0.0030 I-- 6.50 ~ ltl ~ ~ J.i I-,,; 6.00 :::i i5 ~ st 5.50 ~ <o 5.00 "' a; ·-~ ~ ~ (/J lrj 4.50 4.00 t.1lll'I 1----------------------·------, 1 5 \_ _______________________________________________________________ ,, S££ SH££T 7 FOR 15" STORM DRAIN INSTALLATION N NTS I I I CONSTRUCTION . 909. NOTES RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB SlD-180-L. COMPACT NATIVE SAND BEDDING TO MIN. 95% RELATIVE COMPACTION. INSTALL 6' SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL SOLID BRASS AREA DRAIN WITH 6' DIAMETER OllTLET. CONNECT DRAIN TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTE #3). CORE DRILL SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLE AND CONNECT NEW PVC STORM DRAIN PIPE. PROTECT ALL EXISTING PRIVATE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELEClRICAL CONDUITS IN PLACE (SEE GENERAL NOTE (13). INSTALL TEMPORARY "SIDEWALK CLOSED" AND C-5 'DETOUR" SIGNS. . 911 . REPLACE EXISTING ELEClRICAL PULL BOX WITH lRAFFIC-GRADE PULL BOX AND COVER. REMOVE EXISTING ABANDONED ELECTRICAL PULL BOX. ADJUST EXISTING MANHOLE TO GRADE. => [l_ I I I .. I " I NORTH .. .. BAY FRONT B1.1: NB3-13-70 EL 5.439 I.ISL 1976 ADJ. => => [l_ [l_ I .. I . " . . I I .. . " .. • I . I .. . . . " I I I I REF: FB 524 SHEETS 111 AND 112 REVIEWED ~✓~ GN ENGINEER ~-1--.J.-----------+---IDATE /lµtj?_ Zll!)Z, DATE BY DESCRIPTION APP'O. DESIGNED DRAWN FT FT REVISIONS CHECKED DATE LO 3/2002 C-3458 2001-2002 BALBOA ISLAND BAYFRONT IMPROVEMENTS CITY OF NEWPORT BEACH R-5789-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 7 :;:, 9.00 9.00 8.50 r-PROPOSEJ. TOP OF H 4LI( AT BU. /(HEAD -EX. 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I. • •• •• •• • ;;,; d>~!g @,~j :I :::::: ::::; : ; ; I"' ~~ lb I I I I ~ ~ ~ Q) ffi I ; I I .1101.. .110J .1105. .1107. I .1109. I .1111. /; I ~ ~ ~ 10 .1201. I .1203. I CONSTRUCTION NOTES /1"\ RECONSTRUCT EXISTING 4-INCH lHICK PCC SIDEWALK PER APPLICABLE PORTIONS OF \}_,I CNB STD-180-L. COMPACT NATIVE SAND BEDDING TO MIN. 95% RELATIVE COMPACTION. '2' INSTALL 6' SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATlVE SAND BEDDING TO I..V MINIMUM 95% RELATlVE COMPACTlON. 0 REPLACE EXISTING ELECTRICAL PULL BOX WllH TRAFFIC-GRADE PULL BOX AND COVER. NORTH BAY FRONT REF: FB 524 SHEElS 111 AND 112 REVIEWED 5., 0 5. 0 4., 0 l1L .t1 C-3450 (";\ INSTALL SOLID BRASS AREA DRAIN WllH 6' DIAMETER OUTI.ET. CONNECT DRAIN \.V TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTE 1/3). r.'\ CORE DRILL SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLE AND CONNECT NEW \:!.I PVC STORM DRAIN PIPE. ® TEMPORARIL y RELOCATE AND PROTECT EXISTING Pomo PLANT TO SIDE OF STREET AS SHOWN. @) ADJUST EXISTING MANHOLE TO GRADE. 81.1: NBJ-13-70 El. 5.439 MSL 1976 ADJ. dw/~~ /l)ESIGN ENGINEER DATE ,,i;~'f~ 2001-2002 BALBOA ISLAND BAYFRONT IMPROVEMENTS '5' PROTECT ALL EXISTING PRIVATE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL \.V CONDUITS IN PLACE (SEE GENERAL NOTE 1/3). © INSTALL TEMPORARY "SIDEWALK CLOSED" AND C-5 "DETOUR" SIGNS. DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED CHECKED DRAWN FT FT LD DATE 3/2002 CITY OF NEWPORT BEACH R-5789-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 7 1 7 9.00 8.50 I EX. TOP OF WALK AT B 1..KHEAD . {~ PROPOSE • IJ> . V " 7.50 In I S=-0.0030 TOP OF i 'ALK AT Bl .KHEAD --- g -1-~ ~ • IJ> ~ "I <ti r-.: I r>-EX TOP a~ WALK AT. 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" . ~•(:J-,,++-+'l--·-H-1111-M-··-·-·-t·-•--~=====---=~ I-L-------..U..--r-------..l..----,---..U..-....J..-....L---:::Or-D~IR;-;-T---1.----;;-Dl~RT;----;:D~IRT~---7n m __., ,,_.,_ DIRT DIRT DIRT DIRT DIRT . · ... , ··.• DIRT DIRT O O : : : : : : ' : : : : : : DIRT DIRT O O O DIRT DIRT DIR JO~ r;: ~-~ JO; .1301. DIRT .130J DIRT DIRT .1305. DIRT .1205. .1207. .1209. .1211. : g 61/ -TEX. AC R;MP _jl I"' 6 ~ ; NORTH BA y FRONT N •' .. ... . .. .1307. . 1309. .1311 . • 1 coNsTRUCTION NOTES -r , -• I 17\ RECONSlRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF '2,.1 CNB STD-180-L COMPACT NATI\11:: SAND BEDDING TO MIN. 95% RELATI\11:: COMPACTION. lfj'y!OIN EX. PCC PA VEMENT r;:;\ INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATI\11:: SAND BEDDING TO \.V MINIMUM 95% RELATI\11:: COMPACTION. ru '31 INSTALL SOLID BRASS AREA DRAIN 111TH 6' DIAMETER OUllET, CONNECT DRAIN \:!.I TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTE /13), 0 CORE DRILL SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLE AND CONNECT NEW PVC STORM DRAIN PIPE. NTS r;,. PROTECT ALL EXISTING PRIVATE IMPR0\11::MENTS, SEAWALL TIE BACKS, AND ELEClRICAL' \:!.I CONDUITS IN PLACE (SEE GENERAL NOTE #3). © INSTALL TEMPORARY "SIDEWALK CLOSED" AND C-5 "DETOUR" SIGNS. (]) REPLACE EXISTING ELECTRICAL PULL BOX 111TH TRAFFIC-GRADE PULL BOX AND C0\11::R. SAWCUT AND REM0\11:: EXISTING AC RAMP, DRAIN PIPE, AND PCC '13\ PA\11::MENT AND CONSlRUCT MINIMUM 8-INCH THICK PCC PA\11::MENT 0\11::R ~ RECOMPACTED-SUBGRADE INSTALL REINFORCING BARS PER CNB STD-108-L REM0\11:: AND DISPOSE OF EXISTING PCC SIDEWALK AND CURB AND CONSTRUCT PCC DRl\11:: APPROACH PER CNB STD-164-L W=10', X=3'. i:;5 4• I REM0\11:: EXISTING ABANDONED ELECTRICAL PULL BOX. INSTALL TRAmc BOX C0\11::R. ADJUST EXISTING MANHOLE TO GRADE. i:;5 ...:..:Y 2a· I 4• Q) X ::l >,C C Q) 0~ ' REF: FB 524 SHEElS 111 AND 112 l---l---1---------1--l RE'v1E\','ED ~~ > ~GN ENGINEER 1---11----l------------t--j DATE ,-, ,A f/, t:tX)Z., DATE BY DESCRIPTIOH APP'D. DESIGNED RE'v1SIONS CHEC<ED DRAfJN FT DATE FT LD 3/2002 C-3458 2001-2002 BALBOA ISLAND BAYFRONT IMPROVEMENTS CITY OF NEWPORT BEACH R-5789-S PUBLIC WORKS DEPARTMENT SHEET 6 OF 7 i • • ! • I l-----l----t---j--J.-------l-----l---t---l---+---+-+~+--+----+---+-+-+--+-4---J--+-+-t---f-----t-+-+-+--f-----t--+-+-+--t--t--t--t----t--t-1-----t---t--1-1-11--;:;t:::--1-t,~::;--f=c'--!11r1:.'"" --W,'"t+--=,_,,+'°-r--pf----J ~c2 ~1-...... ;·i.J /i.~1/,.)/1/,<... 8.00 CD VJ 7.00 6.00 5.00 I +,J. "' <o , EW IA LK F. A T I ULKHF 40 J I I ,-'X W, LK F: AT P I I ! V 1'--''• IJ WA K FS ~ T PL :f-1 I '°' ~+-f"-C rNEW 'ALI< F ), AT JULKH AD I I I L --+--------+ f --j..,-"' C\J .._ h ~~ I .-i-----~ ~ ~ §2-" r---fD i,'::,: --~ CD en -h•~ •-,:-1----1-------1----l------l------l-----+----l--+---+-+-+--f-----1--➔--=-+--+--t----t-tt~~~n~,J--j--t-- 8.00 7.00 6.00 5.00 4.00 -· ~ ~1) ,____ r: :":: --1 --~ i--.: >s;J-n • '" I --. . CX)C\J I--""" I' VJ Lt.Jr---, _: OJ'.: r-... q -:-l---f--1-----l---l---1---l-----l--+-+-+---:::l.---=!--+-+-+-+------ll------t-;:;;,;,,Y"s--+-+--t--- l--l---+--+--l--l--~t;:,kle'.K~----f"o..J-----j--------j,t--t-+-+--=j-.. __ d_~-=-~:-+--------+-----t---t--t---------t-----t-----t----i--------t-,-,-i---i---r:.!1~1c's'D __ ,__...,,....,,,,. ---..,,....,,,,. .--® -----..... 4.00 3.00 2.00 1.00 0.00 -1.00 SCALE HORIZ: 1 "=20' VERT: 1" -1• NTS J+OO CONSTRUCTION NOTES '2a' INSTALL 15" PVC STORM DRAIN FOR F\JlURE SERVICE. RECOMPACT TRENCH BEDDING '-el AND COVER MATERIAL TO MINIMUM 95% RELATIVE COMPACTION PRIOR TO PLACEMENT OF NEW SIDEWALK. @ PLUG AND SEAL END OF 15" PVC STORM DRAIN PIPE. --r-.. 3+50 4+00 ----r--r---. 4+50 5+00 5+50 ~ EXISTING PUBLIC BEACH --c::,.- 21 21 6+00 __ ,.,,.--,.,,.-- 6+50 BU: NB3-13-70 EL 5,439 MSI. 1976 ADJ. ,.,,.--...--- L..----"' 7+00 REF: FB 524 SHEETS 111 AND 112 ,, I' 7+50 RE\IIEl'IED 3.00 200 1.00 0.00 -1.00 8+00 C-3458 ~/~ 01-02 BALBOA ISLAND BAYFRONT IMPR. 1----!--+--------j----j----""'-~e;;:,-51:..:e.GN-=ENG=INEER=~--I 15° PVC STORM DRAIN INSTALL.A llQjiJ DAlE BY DESCRIPTION REVISIONS DAlE d,a-f ~/ t. 4'COZ FR0~1 DIAt10ND A VE TO CORAL A VE APP'D, DESIGtJED CHECl<ED DRAWN FT FT ID DATE 3/2002 CITY OF NEWPORT BEACH R-5789-S PUBLIC WORKS DEPARTMENT SHEET 7 OF 7