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CITY OF 0 COSTA I-(!) ~ MESA z "' I-z :::J ::c LL I:';! < SCALE: 1" = 4400' PROJECT LOCATIONS SYMBOL LEGEND • POWER POLE (Q)SSMH SANITARY SEWER MANHOLE 'l:j' FIRE HYDRANT ~ u WATER METER BOX & SERVICE D GM GAS METER --®--VALVE POWER POLE ANCHOR MONUMENT -x-x-x-FENCE ==== BLOCKWALL 0 TREE (l CJ SHRUBBERY .,,, .,,,.,,, .,,,_ ASPHALT PAVEMENT ::::::':::;\:'::'::\ BRICK OR STAMPED CONCRETE 1·: . • . : :I CONCRETE ~/////d BUILDING EXISTING CONSTRUCTION PROPERTY LINE ----NEW CONSTRUCTION ---Y---CENTERLINE ___ -5 ____ SEWER LINE -----W-----WATER LINE ---G---GAS LINE -E--POWER LINE -llEL -TELEPHONE LINE -CA TV-CABLEVISION LINE -SP--SPRINKLER SYSTEM --PU ---PRIVATE UTILITIES STREET LIGHT SIGN I=-::j GARAGE OPENING t:::-------------J WINDOW SW FS SIDEWALK FINISHED SURFACE H TILES ~ @ CITY ~ OF IRVINE EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COMCAST CABLEVISION UNDERGROUND SERVICE ALERT DAY (BOO) 624-8153 611 (949) 644-3011 (714) 542-6222 (BOO) 422-4133 NIGHT (BOO) 624-8153 611 (949) 644-3717 (714) 644-6222 (BOO) 422-4133 PUBLIC WORKS DEPARTMENT 2000-2001 BALBOA BAYFRONT C-3420 REPAIRS APPROVED: PUBLIC WORKS DIRECTOR R.C.E. 16791 APPROVED: CITY ENGINEER R.C.E. 24967 SHEETS --BALBOA ISLAND CHANNEL 11 AND 12 LOCATION MAP NOT TO SCALE No. 56980 . 6-30- CJV MAIN CHANNEL-- BENCHMARK SEE PLAN REFERENCE 0.00 M.S.L. = 2.73 M.L.L.W. DATE: ______ _ DATE: ______ _ SHEET 2 SHEETS 5, 6, AND 7 AS BUILT REF: F8 524 PAGE 115 6/8/06 MG 1 AS BUILT APPROVAL RECOMMENDED GENERAL SERVICES DIRECTOR DATE BY DESCRIPTION APP'D. REVISIONS DATE & GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STA TED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,' 1997 EDITION, AND ALL SUPPLEMENTS TO DA TE. 2. EXISTING PUBLIC UNDERGROUND UTILITIES ARE SHOWN PER AVAILABLE RECORDS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO START OF WORK. 3. THE EXISTING SEAWALL TIE BACKS AT THE PCC BULKHEAD IS LOCATED AT APPROXIMATELY 8" BELOW THE TOP OF THE EXISTING 4" THICK PCC SIDEWALK. 0 0 0 G) 0 ® 0 CON STRU CTI ON NOTES RECONSTRUCT STING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB SID--L. RAIN AS SHOWN. SOR 35 INSTALL " srnmtJLE 40 PVC W KWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 5% RELATIVE COMPACT! N. IN>!UUU--otRASS ARE RAIN WITH 6" DIAMETER OUTLET. CONNECT DRAIN u""'JCL.J"'"c (SEE GENERAL NOTE #3). CHIP OUT 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). PCC PATCH BACK OPENING BETWEEN THE BOTTOM OF EXISTING BULKHEAD COPING AND THE TOP OF NEW SIDEWALK, WHERE APPLICABLE. ADJUST EXISTING ELECTRICAL PULL BOX TO GRADE. EXIST. BULKHEAD 1 ' - 8' CONSTRUCT 4' THICK PCC SIDEWALK INSTALL 6" DIA. AREA DRAIN GRADE TO DRAIN INSTALL 6" DIA. PVC PIPE / BACKFILL AND RE-COMPACT EXISTING SAND BASE "' Cl. ;;; x w z 0 -, TYPICAL SECTION ROUGHEN JOIN SURFACES NTS EXIST. BULKHEAD COPING MONOLITHIC PCC PATCH BACK (DEPTH AND HEIGHT VARY) NEW PCC SIDEWALK OVER COMPACTED SAND BASE PCC PATCH BACK DETAIL NTS APPROVAL RECOMMENDED APPROVAL RECOMMENDED REVIEWED UTILITIES SERVICES MANAGER TRANS. & DEV. SERVICES MANAGER DATE R.C.E. NO. 25333 R.C.E. NO. 22045 DESIGNED DATE DATE CHECKED DESIGN ENGINEER DRAWN R-5761-S FT FT DATE SHEET 1 OF 12 LD 5 10 01 (/) (/) 4.00 EXISTING TCH BAS/ 2.00 1.50 1.00 0.50 0.00 3+50 GR ND CAN L (/) S=0.0025 J+OO 2+50 CD 0 0 0 CONSTRUCTION NOTES RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-180-L. GRADE TO DRAIN AS SHOWN. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL NEW SOLID BRASS AREA DRAIN WITH 6" DIAMETER OUTLET. CONNECT DRAIN TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTE /13). CHIP OUT SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLE AND CONNECT NEW PVC STORM DRAIN PIPE. '5' PROTECT ALL EXISTING PRIVATE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL \:V CONDUITS IN PLACE (SEE GENERAL NOTE /13). PCC PATCH BACK OPENING BETWEEN THE BOTTOM OF EXISTING BULKHEAD COPING AND THE TOP DF NEW SIDEWALK, WHERE APPLJCABLE. l() " -::,: -1-"' ~ ~c:, (/) "' £ ST BAY FRONT PROP SED TOP r WALK A BULKHEA 2+00 s=o.0012. 2.00 SW FS @ BULKHEAD HORIZ: 1 "=1 O' VERT: 1" = 0.5' 1.50 1.00 ~ (/) S=0.0025 1+50 STA. 2+23 ' □ .,1 :x:: <( • •. (_) w .. . . <( co ~ .--~ ·.-.·:~ C ffi F co <..> () ~ ' VJ x LL.J . -i t 0:- ~ ~ "' 'T b - EX. 10" HOPE EX. 12" CMP ·' x w • . . ·.1=1====== ! 5' ·' PU PU ·' .. EX. SEAWALL TIE BACK ·' PU PU .. , • °EX. SEAWALL :'1 • •• _ .. '. ~ .. , ·' TIE BACK PU 2 c'. EXIST. , ;~, TIDE GATE 1 8 , 3.5 .'I EX. MH • EX. PCC WALK 3 -"i l() <ti -::,: ,!~ ,,:~ ,-.: (/)"' .. \ .. _ .. ~ , ~ , ~ , ~ , -lf) r-<) EX. TOP OF WA KAT PL 1+00 STA. 2+12 -\Iv S=-0.003 TBM: 6.20 MSL @ STA. 2+36 TOP OF BULKHEAD EX. TOP F WALK AT BULKHEAD REF: FB 524 PAGE 108 REVIEWED DATE DESIGN ENGINEER R.C.E. NO. 19111 ~[2 -1-.., 0+50 I q_' ~ ~#!b- (Q(b-~ ~(tf ~ No. 56980 xp. 6-30-01 4.50 4.00 350 JOO 2.50 0+00 NTS C-3420 2000-2001 BALBOA ISLAND BA YFRONT IMPROVEMENTS DESIGNED DRAWN FT CITY OF NEWPORT BEACH R-5761-S f-,-,-,=~-----'-F-'-,T 1---------'--'-l CHECKED DATE LD 5/10/01 PUBLIC WORKS DEPARTMENT SHEET 2 OF 12 SW FS @ BULKHEAD HORIZ: 1 "=1 O' VERT: 1" = 0.5' . ~-·· ~ c:, l2 LC') ,:!:: ~ "' ~ ~ 4.50 VJ ~ i-: f-,.'. VJ VJ 4.00 <'. '< 8 L,j a'i~ J50 JOO 2.50 :'i ~ 0 0 [L x w 0 G) 0 0 ® 0 8+00 1+50 ,_ / --. ·- ..... ( ( ( VJ '< .. L,j . ·- ~ " " " 0 0 0 <( <( <( "' "' "' ' --I ~ w w • '"' F F . ·-. f- 4~·. so; ...J ...J· --. ...J ...J· ..... ::~ <( ~ ::::, ::::, 3: ::::, [L <( [L i5 [L w u, u, iii x x w w \ • ·-. -- ·,. .221. .219. CONSTRUCTION NOTES RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-180-L. GRADE TO DRAIN AS SHOWN. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL NEW SOLID BRASS AREA DRAIN WITH 6" DIAMETER OUTILET. CONNECT DRAIN TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTE #3). CHIP OUT SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLIE AND CONNECT NEW PVC STORM DRAIN PIPE. ._, ...J ~ <( w u, x w PROTECT ALL EXISTING PRIVATE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL CONDUITS IN PLACE (SEE GENERAL NOTE #3). PCC PATCH BACK OPENING BETWEEN THE BOTTOM OF EXISTING BULKHEAD COPING AND THE TOP OF NEW SIDEWALK, WHERE APPLICABLE. / I I f !-PROPOSE. TOP OF I 'ALK A T Bu KHEAD r EX. TOP OF WALK AT Bl LKHEAD /EX TOP OF WAaK AT PL 0 0 ,:!:: ~ VJ S 0.0025 1+00 .. East Bay Front ~ -1-<o ~ VJ ..,/" -------------r-------~ -------------r------- 1~ r-------._ 6+50 6+00 '-I- ... 1-- ~ l2 Lu u', ~ ::i: ~ "' (/'j 4.50 VJ l1J V) S 0.0037 ~ ---.J 23 4.00 "( ~ I J50 C) C) ' lf) r0 /EX C.B. ~ V) JOO ------------._J ------------------ ; r0 2.50 --------------------------------------- ----------------------- -------------------- --------- ....._______ --------~ -------~ 1.50 1.00 0.50 5+50 5+00 1 5 61------------------------------East Bay,- .. . -- ·- ( .·( ( ( " " . ·-" " u 0 0 0 <( <( <( <( "' . ·-"' r . "' w w w F F F • .:...I ::l ::l ...J ~ ::::, ::::, ~ ~ <( [L [L <C <( w w w "' w ·-F ::l ::::, ~ [L <( w u, u, u, u, x x x x w w w w . --. --. -- . 215-211 .211 . ·-·-/ ·-" 0 <( I. "' w io F ::l ::::, ~ [L <( w u, x w . ·--- ·- .211 . ( " 0 <( "' w F ::l ~ <( w u, x w ::::, [L ·- No. 56960 Exp. 6-30-01 ·:( . ·- " u <( "' w F ::l ~ <( w u, x w <l'~crvn .. ~~ OFcAL~ I ::::, [L .209. ( G) " 0 <( "' w . ·-F ::l ~ . -. ·- <C w u, x w . -- BM: NB3-13-70 EL. 5.439 MSL 1976 ADJ. . . . -- ·-a a3" I!! __, __, !!l w "' />< I t.,j .. ·- I I REF: FB 524 PAGE 109 DATE BY rront ------...... 1 2 RE'v1EWED DATE DESCRIPTION APP'D, DESIGNED RE'v1SIONS CHECKED I DESIGN ENGINEER ORAWN FT FT DATE LD 5/10/01 ~ V) C-3420 2000-2001 BALBOA ISLAND BA YFRONT IMPROVEMENTS CITY OF NEWPORT BEACH R-5761-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 12 4.50 4.00 3.50 3.00 2.50 2.00 1.50 1.00 SW FS @ BULKHEAD HORIZ: 1"=10' VERT: 1" = 0.5' 0.50 CD 0 0 0 5+50 AS BUILT CONSTRUCTION NOTES RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-180-L. GRADE TO DRAIN AS SHOWN. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL NEW SOLID BRASS AREA DRAIN WITH 6" DIAMETER OUTLET. CONNECT DRAIN TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTE #3). CHIP OUT SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLE AND CONNECT NEW PVC STORM DRAIN PIPE. fs\ PROTECT ALL EXISTING PRIVATE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL \.::.,1 CONDUITS IN PLACE {SEE GENERAL NOTE #3). PCC PATCH BACK OPENING BETWEEN THE BOTTOM OF EXISTING BULKHEAD COPING AND THE TOP OF NEW SIDEWALK, WHERE APPUCABUE. ADJUST EXISTING ELECTRICAL PULL BOX TO GRADE. :i: V) ttj (rj ; I C) C) V 5+00 ::r.: 2 ; I C) C) -\-Q) •. l() ::::> .::,,:_C ~ I... Q) V) cc > C..<( , ' ( < tll x w .. . .. -EX. TOP OF WALK A I / " / ~0.0059 - / JOIN BULKHEAD i!l ~ 12 .;: ~ ~ "' (/J ,,.- "" - S Q,QQ2L -,f - 4+50 - 0 : : : : : : .121. " u < .. (D w e= i':'i -Pl OPOSED TC O OF WALA A T BULK/-i AD 3 TOP OF WI-LK AT PL " -FJt TnP nF AIM k' AT Cl ~ Lei "' 12 i-" ... - ~ "' (/J .... / V s~o.007 , "'I\ _ 0.0025 I r@ -------... / ,.___,,/ 812 i-... ... "' • "' ~ (/J 4+00 .. East Bay Front / µ 0 :::, a_ .125. ~ < u.J l/1 x w Li .,. u ( " ~ (D w e= 7J .,. u :::, a_ No. 56980 Exp. 6-30-01 .. <l'~~ crvn.. ~~ OF cJ\L\1 .. ( " u < (D w e= .. ...J ...J ~ < w l/1 x w / ' .. Li -'·lt ( I~ ~ < .. w l/1 x w .. Li .,. u . 121. BM: NB3-13-70 EL. 5.439 MSL 1976 ADJ. c:, (/J 3+50 .. .. ( " u < (D :::, w a_ e= ...J ...J .. ~ < w l/1 x w iJ .'!'• .'!'• / " .. ( ( .. " u I < " (D u < w (D e= w ...J e= ...J ~ ...J ...J < ~ w l/1 < .. w x l/1 w x .. w .. 1J .,. .'!• .°!• ,'!'• -'· .'!• .'!• .119 . REF: FB 524 PAGE 115 6/8/06 MG /1\ AS BUILT DATE BY DESCRIPTION REV1SIONS .. ::, a_ .. u (/J >< L<i <C ?< \ ,,: L<i <C Ci .., ~ <( ,_ :::, ~ o'i ) 4.50 4.00 J50 JOO 2.50 2.00 1.50 1.00 0.50 3+00 .. ( .. " u < (D w e= .. ...J ...J < ,. < w l/1 x w .. 1J .,. . 111. REVIEWED DESIGN ENGINEER DATE APP'D. DESIGNED DRA'M-J FT CHECKED DATE LO 2+50 C-3420 2000-2001 BALBOA ISLAND BAYFRONT IMPROVEMENTS FT CITY OF NEWPORT BEACH R-5761-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 12 5/10/01 ~-----------------------------------------------------------------------------------------------------~-------------------~---~--~~~------------~-----~ ? 'O u; <O .... "' ~ tS w I:, '.;2--c, C: .i C: ·;,, C: ;;!- ~ 53--'0 ~ 0 = t (D ~ [" 5l 3- ..: < a f'.::: ( ' '.::) ~ ~ 1.50 >? - ~ li.J 1.00 qi l() c:i O") -+ 6.50 \!) ;::: l/) 6.00 5.50 5.00 4.50 MLLW . 1510. ( (.!) z F "' ---;:,,... x w z 5 ~ D z < f- => \.l < "' \ ( EX. TOP OF WA K AT BULK/-::AD I ~EX. TOP 01 WALK ATP ~ 2 r2 ~ " ,:!: f2 "' ~ ,:!: " .,., ~ " • "' ;<( ' .. (/) I (/) I £. 12" ACP - [\ 1""--s-, J, •. ( ·~ I~--._ - ~ -.:: :,: ,:!: ' .; ~ C<) • "" ~><-(/) L,j~ 1+00 JOIN .. !_. EX. 12" ACP ""\ _ PROTECT IN PLACE EX. STAMPED RED CONC. JOIN .. ( .. "' 1 . •. Cl < CD w F ...J ...J ~ < w "' . •. rS ·.· .. .. => o._ I I I I I I . 1600 . ' ' ( "' Cl < CD w F ::l ~ <( w "' x w ·.· ~ -t-f2 " -~--' .. (/) S 0.0023 1+50 ( "' Cl < CD w •. F ...J ...J < => 3' o._ < w V) x w ... ·.· . ·.• ,-----R()P()SFn no n, IA/Al I( AT QI/I II 8 -t- C<) I ~ (/) I s~-0.0029 \ \(I 8+00 . 1602 . .. . . . •. ( . . ( ( .. "' "' 1 "' . • . Cl • . Cl Cl < < < CD CD CD w w w F F 1o F ::l ::l ::l . ~ ~ ~ => => => o._ < Ci\o._ < o._ < w w w "' "' V) x •. x x w w w .. .. . . ' , ·.· •.· .· •.· •.· •.· ·.· EXISTING BULKHEAD] South Bay Front--1- :..J,An ~ ,, I ;± ~ ~ ~ fa (/) - "' ~ ~ ,. ~ :ii (/) "1 . 1604. : : : : : : ( • • ~ CD w F ~ ~ x w / C) lf) f2 I ~ ,£) ~ ,:::: -1--(/) s-0.0036 8+50 x w x . •. w 1 EX. TOP I --- => o._ '-... ::l ~ "' cj OF WALK A, PL (' X. I f lf) TOP OF I 'ALK AT BUL '<HEAD 7f2 O>o, • "' C) C) ~" Ill ~ C) f2 -t--t-(/) 0, 0, 0, C<) - ~ " I-'= -(/) (/) EX 12" ACP \ ,9.. h ~::::.'. ' ,. ' "' -"" ,,: . "" vi~~ SW FS @ BULKHEAD HORIZ: 1"=10' VERT: 1" = 0.5' 9+00 9+50 PROTECT IN PLACE EX. ~W STAMPED RED CONC. -I-::) Cf. z >-w ~~ ~ ~ 1-----+---+------l~ ~ ~g l!l· :::::: ~ ,,;,) ' : : : : : : ' l;l 1+-f-+-++--+-,f-+-++--+-,f-+-++-+ ~ . ~: l-+---+-+-1-+-+--+-+-1-+-+--+-+-t-+--+- ~~: ~ .. . 1700 . JOIN JOIN ( ( ( ( ( => o._ ::l ~ ~ x ... w / => o._ • • ~ CD w F ~ ~ x . •. w I 10'-12' (TYP) I .. v" • ·.· "' "' Cl Cl < < CD CD w 1o F w F ::l :::J ~ ~ < < w w "' V) x w . . 0 .. \K. MH) x w .· EX. 12" ACP ""\ ... ... .. "' "' 1 . •. Cl .. Cl < < CD CD w w F F ::l . . ::l => o._ ~ => ~ < o._ <C w w "' V) . •. x x w w . . ' / . -,· . ·,· . ·-· . ·-· '-,· \!) ,_ ~ f2 ~ :'.? 1.50 " li.J I (7j li.J s~o.0025 < --.I 1.00 16 i-:::. ~ 6.50 ,~ C) -+ C) ,._ I "<I: 6.00 - VJ 5.50 5.00 4.50 MLLW 10+00 . 1702 . \!) ~I ,~m~ 1-- I I I ~ ~ ... ( ( ~ V) "' "' li.J Cl Cl < <C < CD CD -w w -.I F . •. F ::l ...J ::r: ...J ~ <( ~ => 3' <C o._ < w w "( "' "' ~ x x w w I NTS C) : C) -+ C) . ·,· . -,· . ·,· . ·,· ,._ ;::: VJ ~l-----------------------------------------------------i1 5 6\------------------------------------------------------~ CD G) 0 G) CONSTRUCTION NOTES RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLJCABLE PORTIONS OF CNB STD-180-L. GRADE TO DRAIN AS SHOWN. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL NEW SOLID BRASS AREA DRAIN WITH 6" DIAMETER OUTLET. CONNECT DRAIN TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTE #3). CHIP OUT SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLE AND CONNECT NEW PVC STORM DRAIN PIPE. f's\ PROTECT ALL EXISTING PRIVATE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL \::,J CONDUITS IN PLACE (SEE GENERAL NOTE #3). PCC PATCH BACK OPENING BETWEEN THE BOTTOM OF EXISTING BULKHEAD COPING AND THE TOP OF NEW SIDEWALK, WHERE APPLJCABLE. ADJUST EXISTING ELJECTRICAL PULL BOX TO GRADE. No. 56980 Exp. 6-30-01 <J>~?Ji,' CIVI\.. ~ OF CAL~.// BM: NB3-13-70 EL. 5.439 MSL 1976 ADJ. REF: FB 524 PAGE 49 DATE BY REVIEWED DATE DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED DESIGN ENGINEER DRAWN FT FT DATE LO 5/10/01 C-3420 2000-2001 BALBOA ISLAND BAYFRONT IMPROVEMENTS CITY OF NEWPORT BEACH R-5761-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 12 l!) /PROP 1S[D TOP I 'F WALK A BULKHEAL f-- ( EX. TOP OF WA. KAT PL I r--... Cu r ~x. TOP OFa 1/ALK AT BU, KHEAD a ~ t ~ t "' t "' t 2 a 3 f--6 ... I ... ~ "' t l;j 2 -t ;!; t .., --"' ~ 7.50 --:2 l;j a t,.; • "' -a (/) 1-,:: 7.50 t,.; "' , .. .., ,<' "' ,~-. ~ "' " (/) ;':'; ;;; I I (/) (/) t,.; -0, <ci -, (/) (/) (/) ~ "' l;j ~ <ci ' (/) (/) - 7.00 -.J S-0.0025 S 0.0025 l,j 7.00 :i- I :'S f:::'. S--0.0045 -.J ~ S 0.0020 :::r:: 2 6.50 ?; -6.50 ~ -1- S=o.0040 c:::, c:::, -S 0.0035 c:::, -1-~ l'r) 6.00 6.00 . VJ . \ ~ (/) a \ 5.50 "' 5.50 -1-::,.: / ' -a•= \Q) W-~ ~ -- ~ -a ;':';a \ ~ "s,, ... ::,.: 0 ~~ (/) <ci ~ ~ ,s- . 0) 5.00 4 ;':'; "'! 5.00 ·-'--' oi l).-.., ... <c::,.: ... ' ~ --~.., ~ "' 4.50 4.50 (/) ~~ MLLW SW FS @ BULKHEAD MLLW HORIZ: 1"=10' VERT: 1" -0.5' 10+00 10+50 11+00 11+50 12+00 12+50 13+00 PROTECT IN PLACE EX. w STAMPED RED CONC. -w=> oz <(W --,> N "' <( "' ?" ?" . 1800. .1802 . .1804. . 1806. .1702. .1704. .1708. .1710. 0 " " B () : : : : : : () ,, ., r--... DIRT 0 -. , .. -.. ., : : : : : : : : : : : : u, . . ., -.. l!) ~~ --6· .. -f---·,;-~ I : : : : : : -,-';'i) --,, -l;j f--: : : : : : - ~I I~ ,, : : : : : : : : : : : : 000000 ~I ~ -,: ,: ., .. ., l;j f ~I I ~ ?'-~. . , .. ., . . .. . . . .. . -----I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ 1F-~: ;: .: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . ~ GIN JOIN • . • . l;j . • . . . • . . .. cj . •. .. .. . •. ( ( ( •. ( ( .. . •. ( ( (/) ... ( ... ( ( ( . •. ( ( ( ( ... 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F NTS F F F F F F F F F . •. .. 1 .. ... 2 :::r:: F 1 .. .. .. ..J ..J ..J .. ..J ..J ..J .. ..J ..J ..J ..J . ·. ..J ..J .. .. ..J ..J ..J ..J ... ..J ::J ..J ..J ..J ..J . . ··-.. 2 ::J ::J ..J ..J ..J ..J ..J . •. ..J ... --..J ..J . •. ... <C <C ;E <C <C ..J .. ..J ..J . •. -. ·-· ;E ;E ;E ;E ;E ;E 3= 3= .. ;E ~ ~ 3= 3= ~ ~ <C ~ ~ <C :::, :::, :::, :::, :::, :::, :::, <C ""( 3= :::, :::, :::, 3= ~G: :::, :::, <C :::, <C <C 0.. <C (I: 0.. <C 0.. <C 0.. <C 0.. <C <C 0.. :::, :::, :::, <C <C <C 0.. <C 0.. <C <C 0.. 0.. w w w w w ~ ""( <( 0.. <C 0.. <( G:Q_ <( 0.. 0.. w w w w w w Vl Vl 0.. w w w w w Vl Vl Vl Vl Vl 3 ~ w w w w Vl Vl (4)~ V> Vl Vl (i Vl Vl Vl Vl U1 V> V> I ""\ x x x x x x x x x x I x x x x x x ... ... w w w ... w c:::, x x x .. .. w w ... w w w w w w w w . •. ... w w w w .. w EX. MH c:::, c:::, .. .. . . @ c:::, .. 1,,.. ... ' . .. / -1- . . . . •. ·~ ' .. .. . .. ' .. .. / / "<D" ""\ l'r) -1-.. --~ -/ / / 1"'-c:::, / 'I' ' ' [EB] --. . .. I ~ ~ EXISTING BULKHEAD 7 I . 10'-12' (TYP) ~ (/) (/) EX. 12" ACP~ v" • a ... "' ~ ... c:, - ~ ~ "' (/) (/) South Bay Front oi ... ... -- ~ (/) 1 5 6 C-3420 CONSTRUCTION NOTES ~W)FESS/~~ REF: FB 524 PAGE 49 ~ o"-G If. 7'& ~ REVIEWED RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF PROTECT ALL EXISTING PRIVATE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL ~ ~ ~ ,., 2000-2001 BALBOA ISLAND 0 ® .... ~ CNB STID-180-L. GRADE TO DRAIN AS SHOWN. CONDUITS IN PLACE (SEE GENERAL NOTE #3). fi ~ CD INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO PCC PATCH BACK OPENING BETWEEN THE BOTTOM OF EXISTING BULKHEAD COPING AND DESIGN ENGINEER IMPROVEMENTS MINIMUM 95% RELATIVE COMPACTION. 0 THE TOP OF NEW SIDEWALK, WHERE APPLICABLIE. No. 56980 BAYFRONT 0 INSTALL NEW SOLID BRASS AREA DRAIN WITH 6" DIAMETER OUTLET. CONNECT DRAIN Exp, 6-30-01 BM: NB3-13-70 DATE TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTE #3). CD ADJUST EXISTING ELECTRICAL PULL BOX TO GRADE. \I\ ~~ EL. 5.439 MSL APP'D. DESIGNED DRAWN R-5761-S ~~ CIVlL 1976 ADJ. DATE BY DESCRIPTION FT FT CITY OF NEWPORT BEACH © CHIP OUT SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLIE AND CONNECT NEW OF CA\..~.%' CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 6 OF 12 PVC STORM DRAIN PIPE. REVISIONS LD 5/10/01 CD SW FS @ BULKHEAD HORIZ: 1"=10' VERT: 1" = 0.5' CONSTRUCTION NOTES 7.50 7.00 6.50 6.00 5.50 5.00 4.50 MLLW RECONS1RUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB SID-180-L GRADE TO DRAIN AS SHOWN. '5' PROTIECT ALL EXISTING PRIVA TIE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELEC1RICAL \.::J CONDUITS IN PLACE (SEE GENERAL NOTIE #3), PCC PATCH BACK OPENING BETWEEN THE BOTTOM OF EXISTING BULKHEAD COPING AND THE TOP OF NEW SIDEWALK, WHERE APPLICABLE. ADJUST EXISTING ELEC1RICAL PULL BOX TO GRADE. (Q I- ~ r 1?i [2 ~ ~ (.rj <o ~ I ....J I c i-::. ~ - C) C) -I-I'") ,._ ~ V) 13+00 .1806. ,, ,, .. •. ( ( "" u <( ID w F ...J ...J . "' 1 .. u <( ID w F ...J ...J ~ <( 3: <( <( w w (/) (/) x w .. . •, x w . . •. / ' -, ---.. r' ... .. .. .. JROPOSED OP OF WA. KAT BULA 'r/EAD r EX. TC ~ OF WALK !T BULKHEAl ~ I f'l I -1- ~ ~ . <o ~ <n I S-0.0020 13+50 .1810. ,, ,, ,, ,, ,, ,, •. ( ( ( "' "" "' u u u <( <( <( ID ID ID w w w F F F ...J ...J ...J ...J ...J . ...J <( ~ <( :::, 3: :::, :::, 3: Cl. <( Cl. <( Cl. <( w w w (/) (/) (/) .. x x •, x w w w .· . .. / ,.. .. .. ,,. .. ,.. .. .. .. EXISTING BULKHEAD 7 I 10'-12' (TYP) I . • v' •. South Bay Front-------11- rE, I --- •; . '·' . ,, . .. •. (~ TOP OF W) LK AT PL / -.__/ ,,, ',' 8[2 -1- ' -Cl) cc ~ VJ 14+00 II ------7- .. r' .. .. .. ... ~1------------------------{1 5 51-----------------~ ~ [2 -1- '<I- 'a ~ " "' ~ ~ (..) ~ ~ (..) ~ Le] ' ' ' ' ',' ' . ' ' ' ' ' ' ------ - ' ,, 7 ' \ ~ ~ {S) ~ --t\ ...... <?, ,.... \ BM: NB3-13-70 EL. 5.439 MSL 1976 ADJ. 7.50 -7.00 6.50 6.00 5.50 5.00 4.50 MLLW 14+50 REF: FB 524 PAGE 49 REVIEWED DATE DATE BY DESCRIPTION APP'D. DESIGNED REv1SIONS CHECKED N NTS DESIGN ENGINEER DRAWN FT FT DATE LD 5/10/01 No. 56980 Exp. 6-30-01 ..s>1~ crvn.. 0~~ OF c;J..t'f C-3420 2000-2001 BALBOA ISLAND BAYFRONT IMPROVEMENTS CITY OF NEWPORT BEACH R-5761-S PUBLIC WORKS DEPARTMENT SHEET 7 OF 12 150 100 6.50 0) f..... t2 Cj ~ ::r.:: <ci V) ~ -...J 6.00 -,.. 5.50 ~ -I-I.{) 5.00 U) 4.50 4.00 MLLW S 0.0028 - S-0.0031 5+00 PROTECT IN PLACE EX. I STAMPED RED CONC. - 0) .§:' Q, l ' ~ ;,,; \ I S-0.0023 JUNCTION , TRUCTURE 4+50 /I .. ( I\ ( ( "' .. u <( "' "' u u <( <( "' "' ID w w w = = F _J _J ... _J :::J _J •. ~ :::, <( (L w ~ :::, ~ :::, <( (L <( (L w w U) (/1 (/1 . •. x w x x w w .. .. / ' ·.· .538. ( "' •. u <( ID w = _J _J ~ <( w (/1 •. x w ·.• ·.• .. .. / ' ·.• :::, (L "' I S 0.0025 io :::, (L / -PROPOS~D TOP OF WALK A T , ULKHEAD -• "· TOP OF I •LK AT BUL HEAD "' 4+00 ( "' u <( ID w = _J _J ~ <( w (/1 x w I 2 . 540. : : : : : : ( ( ( "' "' u u <( <( ID "' w w = = _J _J _J ... _J ~ :::, ~ <( (L < w w (/1 (/1 x . •. x w w .. ' , "' 3+50 . 542 . : : : : : : . .. ( 1 "' u <C ID w . .. F :::J :::, ~ (L < w (/1 x w .. .. . •. :::, (L 3 ' / .. 3 --~ ;;!; ~ "' ~ lSl LCj . 544 . : : : : : : ... 'l ·~ --LCj "' ;;!; ~ "' I , : : : : : : ( "' ... u <( "' w = _J _J .. :::, (L ~ <( w U) . •. x w TOP OF WALK AT PL "-0.0025 J+OO . 548 . .. .. .. --t-: : : : : : DIRT .. .. . . .. -~ r ( ( ( "' u <( "' io w = _J _J "' 1 u < ID w = _J _J ... :::, ~ (L <( :::, ~ (L < w w U) (/1 x w . . 2+50 ... ( "' u < ID w F :::J :::, ~ (L < w U) x w .. . 550 . : : : : : : :::, (L ( "' u <( ID w = _J _J ~ <( w (/1 x w SW FS @ BULKHEAD HORIZ: 1 "=1 O' VERT: 1" = 0.5' s-0.0050 2+00 PROTECT IN PLACE EX. ( "' u <( ID w = .. . .. _J _J ~ <( w U) x w STAMPED RED CONC. - .552 . : : : : : : ( "' u < "' w io = _J .. _J :::, ~ (L < w U) x w . . . . ... 1 :::, (L •. .. . . .:5" ~ ~ ff·· Q rS JOIN 6 r:.:: (._) 150 ;_:i co .:::: ~ I 6.50 <.o 6.00 I~ V) 5.50 5.00 4.50 4.00 MLLW Cl)w Z=:, ::::i z ...JW 0> (.)<( ~ "' i::: • <..> ~ :::, +~ -"' ·<'. ~C) "' <..> <'. ~ \ --------------------------------------------------------------------------1ix1 f--------------------------------------------,1 5 6r 0 0 G) 0 CONSTRUCTION NOTES RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB SlD-180-L. GRADE TO DRAIN AS SHOWN. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL NEW SOLID BRASS AREA DRAIN ~TH 6" DIAMETIER OUTLET. CONNECT DRAIN TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTIE #3). CHIP OUT SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLE AND CONNECT NEW PVC STORM DRAIN PIPE. ® © (j) PROTIECT ALL EXISTING PRIVATIE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL CONDUITS IN PLACE {SEE GENERAL NOTE #3). PCC PATCH BACK OPENING BETWEEN THE BOTTOM OF EXISTING BULKHEAD COPING AND THE TOP OF NEW SIDEWALK, WHERE APPLICABLE. ADJUST EXISTING ELECTRICAL PULL BOX TO GRADE. No. 56980 Exp. 6-30-01 <l\ ~~ ~,,.,._ CJVI\; ~½ ~ ,:· OF CA.\;lt..r BM: NB3-13-70 EL. 5.439 MSL 1976 ADJ. REF: FB 524 PAGE 113 DATE BY REV1EWED DATE DESCRIPTION APP'D. DESIGNED REV1SIONS CHECKED DESIGN ENGINEER DRAWN FT FT DATE LO 5/1D/01 C-3420 2000-2001 BALBOA ISLAND BAYFRONT IMPROVEMENTS CITY OF NEWPORT BEACH R-5761-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 12 7.50 C) ,-.._ 1-. [2 ~ ~ 7.00 I,,.; V) ~ 6.50 V) s-0.0025 I • ~ ...J 6.00 G K ~ C) C) 5.50 -+-- ~ V) 5.00 4.50 MLLW 8+00 • [2 -522. !;; ~ I# ~ VJ o~ /:j ~-<;$ VJ ~ .. . •. j r1 -...;: '-1 i!; 6 (; ~ . •. I.::;_ ~ if t!! es fi ..., . ~ I ..., ~ if! & f§ ~ if .. ..., ~ ..., . •. ;><! l:·t l.,J . •. ~-;><! .. l.,J V) . -.-.. . •,• . ·.- . ·-· . ·,• CONSTRUCTION NOTES RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-180-L. GRADE TO DRAIN AS SHOWN. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL NEW SOLID BRASS AREA DRAIN 1'11TH 6" DIAMETER OUTLET. CONNECT DRAIN TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTE #3). CHIP OUT 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). PCC PATCH BACK OPENING BE1Yl1:EN THE BOTTOM OF EXISTING BULKHEAD COPING AND THE TOP OF NEW SIDEWALK, WHERE APPLICABLE. ADJUST EXISTING ELECTRICAL PULL BOX TO GRADE, ✓0/J\t a "' [2 ,:!: "' ~ ;'J Vl 7+50 No, 56980 Exp. 6-30-01 &*~ CIVIL ~~ OF CAL11 r -PROPOS n TOP OF a ") Vl ,:!: L,: "' • "' ,-.; <o I Vl ' PROTECT IN PLACE EXIST. BRICK I ( 15 <( 0:, u.J ;= ..J ..J ~ i'.5 U) i:i a a [2 ,:!: ~. ~ Vl ~ 7+00 . •. ( "' u <( (D u.J ;= .. ..J ..J ~ i'.5 U) x w South BayF rant ____ "IALK AT B 1LKHEAD rEX. TOP OF WA KAT BULK/ I ... ( "' u <C ( .. CD "' w ;= ::, ::, a. :::l a. ~ <C w .. U) ~ u li w "' x w ' .. EXISTING BULKHEAD J EAD 1,o . •. .. .. 5 a rEX. TOP OF WAL , AT PL "' <6 [2 " ;', ~; Vl , S 0.0023 6+50 ( "' u <C ID w ;= _J _J <C 3' < w VJ x w ~ ~ ~ ~ r i?i "' .. ~ 9 ~ ~ ;e r _. Fi "' :,,- ~ I ) 3 81~ J; ~ ~ to Vl a Cl:::,: i-<o~ • 0, .:': "' Vl Iii 6+00 •. 9 . . . •. \Q, ~ ,\ f!. r .. ~ "' -0 . •. C: r, '1'- I ) 3 .,,,-.. ~- ... =t .....- 5\--------- BM: NB3-13-70 EL. 5.439 MSL 1976 ADJ, I "' ~ O'> + a a \ REF: FB 524 PAGE 113 DAlE BY s-0.002 m - I ... 9 \Q, \\ ~ f ... ~ -' Fi "' f, \ '1'- . . ~ k< DESCRIPTION REV1SIONS 7.50 o;:i 1-. ~ a [2 f'l 7.00 "' J:, ") ~ ~ ... ~ cci cci l,j Vl bl 6.50 ' ~ -...J G K 6.00 "( ~ (() S-0.0031 ,-.._ -+-5.50 '" . ~ V) 5.00 4.50 SW FS @ BULKHEAD MLLW 5+50 RE"1EWED DESIGN ENGINEER DATE APP'D, DESIGNED DRAWN FT FT CHECKED DAlE LO 5/10/01 . :-· HORIZ: 1 "=1 O' VERT: 1" = 0.5' c.. -z. <;'<\ ~ ---~ s a:, 5+00 C-3420 2000-2001 BALBOA ISLAND BA YFRONT IMPROVEMENTS CITY OF NEWPORT BEACH R-5761-S PUBLIC WORKS DEPARTMENT SHEET g OF 12 CD 0 0 0 10+50 CON STRU CTI ON NOTES RECONSlRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-180-L. GRADE TO DRAIN AS SHOWN. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL NEW SOLID BRASS AREA DRAIN WITH 6" DIAMETER OUTILET. CONNECT DRAIN TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTE #3). CHIP OUT SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLE AND CONNECT NEW PVC STORM DRAIN PIPE. 0 PROTIECT ALL EXISTING PRIVATE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELEClRICAL \:V CONDUITS IN PLACE (SEE GENERAL NOTIE #3). 0 0 PCC PATCH BACK OPENING BETWEEN THE BOTTOM OF EXISTING BULKHEAD COPING AND THE TOP OF NEW SIDEWALK, WHERE APPLICABLE. ADJUST EXISTING ELEClRICAL PULL BOX TO GRADE. 7.50 < 7.00 C) --(__) :::::i f!:: 6.50 ~ (5 c::i 6.00 ~ I ' LC) C\J -t-C) 5.50 - ;::: V) 5.00 4.50 4.00 MLLW ( >< Lcj ;a,: a -, I ~ <( f-.. :::, ~ ~ \ ~ f::: ~ "1 8 c:, ~ I l() " i-2 ~ "' ~~ " -+-1.2 Cl --,_ ~to "1 8 1.2 1.2 i-Cl ~ -~ <ri "' I "' "1 s 0.( 026 S= 0.0067 .,., \ ':" Cl ~ - ~ ;;; 2 "1 l(j 10+00 .510. .. ( .. ( ( "" u "" .. u "" u <( <( <( CD CD CD w w w ;::: ;::: ;::: __, __, . .. __, __, .. __, __, ~ :::, ~ :::, iili ?; 0.. <( 0.. w V> <( w V> '-r'. x •. w .. x w .. x w . . ..,,, = 7'i "-/ ' . ·.· .. '·-· .. ·.· ·.· ;:J c5 - ~ "1 tX. ~ ... ' UAW\ ,I ., •· 4 I C1 ;,< -0 0 c:> v,· i5 ~ > ,;; .. /Bi] 1..- \ \ SAWCUT/JOIN •. ( •. "" 0 •. <( CD w ;::: __, __, <( 3: <( ~ w V> x .. w .. mn~7}-Eiil •.· ... . .. ·.· >-PROPO~ 'ED TOP OF WALK AT ULKHEAD I 3 /EX. OP OF WALK AT BULKHE, D /EX. "'OP OF WALi AT PL -,. - I Cl 'G.'.i/ l() G: i-i- ~ 0, ~ o;, ~ 1.2 ~ <ri ~ <ri i-0, ~ '" "1 "-<ri -------I "1 ' -S 0.0020 S 0.0056 \ \ I~ Cl 0 l() >' ~ ~ '!'< "' ~ ~~-~ .B o;, Q ~:.-:,- i-' ~ 0, ~ ... ~ <o "1 ts~ 9+50 9+00 8+50 .512. .514. .516. --' DIRT DIRT DIRT DIRT - 11 • ( ~ ' 11 n .. "" .. ( .. ( ( ( ?< a, ( ( ( ' "" "" "" "" " u .. u u 0 ~ <C <( <( <( CD CD CD CD "" u <( [Il "" "' .. CJ ., u <( < [Il [Il .. w w w w ;::: F F F w F w w F= i== __, __, __, __, . . __, .. __, •. __, __, •. iili <( <( <( :::, 3: :::, 3: :::, 3: :::, __, .. __, iili :::l :::l ~ :::, ~ 8 <( 0.. <( ,,__ Cb <( 0.. w w w (/) V, V, x x x w w w 1 < 0.. <( w w V, V, x x w w :::, 0.. ; 0.. ;Q:1r ... rj . • ~ I .. EX . MH . . • . .. ~ ' / r--------1t---c-~---tt--~+---'---tt----;....;_-+---'-'---tt-'--+~---tt--.,...;..,_+---tt->--..;...;....-+----ll----1,~ ·.· ·.· . .. .. ... ... ... . .. ... .. ·.· ·.· ... EXISTING BULKHEAD j EX. 12" ACP\ South Bay Front----------1•- 1 .. 10~12' (TYP) .. 1 .518. ( "" .. , u < [Il w F ~ <( bJ x . •. w s 0.0025 SW FS @ BULKHEAD :::, 0.. HORIZ: 1 "=1 O' VERT: 1" = 0.5' co ( "" .. u ~1 <( w V> x w / :::, 0.. 7.50 0) I-. f-w 7.00 1.2 ~ Cl ... ~ <ri V) 6.50 ltJ < ---..I G L 6.00 § C) C) -t-5.50 u,J ;::: V) 5.00 4.50 4.00 MLLW 8+00 .520. 0) I-. ~ G5 "" ~ u <( lrj [Il w ltJ F __, ~ __, .. <( --..I 3: < G w V, .. x K w . .. § I C) .. . ·-· .. C) -t- CX) ;::: V) -----------------------{1 5 6}---------------------------------------------------~ BM: NB3-13-70 EL. 5.439 MSL 1976 ADJ. REF: FB 524 PAGE 113 DATE BY REVIEWED DATE DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED DESIGN ENGINEER DRAl'.N FT FT DATE LD 5/10/01 C-3420 2000-2001 BALBOA ISLAND BA YFRONT IMPROVEMENTS CITY OF NEWPORT BEACH R-5761-S PUBLIC WORKS DEPARTMENT SHEET 1 QOF 12 6.50 6.00 5.50 5.00 4.50 4.00 3.50 0+00 G::i tl:l EX SiMH\ ) \ \ V 0+50 S-0.0032 ___,......_✓ . . , ,. . 'G}-=----1-'"4 /'-.._________,..V ..____., IC) IC) 1:2 Ol i-Ol c:, c:, . <ci ., "' • . 1+00 , PROPOSE, TOP OF f ~LK A T Bl KHEAD V . . V V y " V I --s-0.005 V . .. V " 1+50 .. North Bay Front ----1- i-1-------------------------------------------{1 5 6 0 0 G) 0 . ·., ~-~ ~ ··.•~= '. ~>~- ··.• ·: .-. :"i ~ u u "- x w CONSTRUCTION NOTES EX. 12" CMP \ RECONSTIRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNS SID-180-L. GRADE TO DRAIN AS SHOWN. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL NEW SOLID BRASS AREA DRAIN WITH 6" DIAMETER OUTILET. CONNECT DRAIN TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTE #3). CHIP OUT SIDE OF EXISTING STIREET-END CATCH BASIN/MANHOLE AND CONNECT NEW PVC STORM DRAIN PIPE. '5' PROTIECT ALL EXISTING PRIVATE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTIRICAL \::Y CONDUITS IN PLACE (SEE GENERAL NOTE #3). @ (i) PCC PATCH BACK OPENING BETWEEN THE BOTTOM OF EXISTING BULKHEAD COPING AND THE TOP OF NEW SIDEWALK, WHERE APPLICABLE. ADJUST EXISTING ELECTRICAL PULL BOX TO GRADE. .. v" .. I 10'-12' (TYP) I AS BUILT EXISTING 23" THICK BULKHEAD \ No. 56980 Exp. 6-30-01 <l'~~ CIVI\, '<§/,;~ OF CA.\,\1 - BM: NB3-13-70 EL. 5.439 MSL 1976 ADJ. 3 2+00 s-0.0044 i-:: <o "' (0 VJ c:j V) liJ 6.50 6.00 5.50 5.00 4.50 4.00 SW FS @ BULKHEAD HORIZ: 1 "=1 O' VERT: 1" = 0.5' 3+00 O' "' 'O u:i ~ g w ; O' -~ ., cc 'a, cc C-3420 ~ REF: NBFWALK.DXF -~-~-~---A----------~-~--------~~---------------------i~ 6/8/06 MG /1\ AS BUILT RE\1EWED ,::,., ~ DESIGN ENGINEER 2000-2001 BALBOA ISLAND BAYFRONT IMPROVEMENTS 0 .c 1 "' = ~ 1--+----+-------------___j. _ __j_=.=--===:::;::::====jl-___________ ~ _____ ----1 .,e! DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH R-5761-S "' n n ~ REVISIONS CHECKED LD DATE 5/10/01 PUBLIC WORKS DEPARTMENT SHEET 11 OF 12 c..: 2+50 6.50 6.00 5.50 5.00 4.50 4.00 3.50 3.00 2.50 2.00 MLLW I I VJ I ~~ I r "' I S-0.023 / C.B. 3+00 3+50 1 PROPOSED OP OF WA K AT BUU HEAD c:, c:, c;; c:, "' -1-i...: """' . c:, >-: <o "' 4+00 ' r-, ,r,r, r,,,-IH. • V J\ T r., "' S 0.0025 4+50 9 G 5+00 6.50 6.00 5.50 5.00 4.50 4.00 3.50 3.00 2.50 2.00 MLLW 5+50 SW FS @ BULKHEAD HORIZ: 1"=10' VERT: 1" = 0.5' \~---------------------------------------(1 5 6}-----------------------------------------~ "'i5 No. 56980 Exp. 6-30-01 <1>~~ c1vn, ~®, OF cAL\1 ' ...... .,. :; •,· .. AS .; "'I', .-,. . • .•:: ': ·.:-•- ··.•·: ( w F BUILT ··.•·: / .. . . ( " "' ~ CD ·------- ,-,.. ··.•·: • v' • I 10·-12· (TYP) I .. • .< '; ~=-~- North Bay Front ------- EXISTING 23" THICK BULKHEAD . . •, ··.• ·.;, ..... ,,. ~: ~ ._. ._... .... ;; .... _ ........... -. t,·, . . ~ ·-.< '.' ~=-~- • ·.-. . .• ·-.••_: '; ~:-'.- / ', ( ( ( ( •, ( • ... o,~ 0(.) -::, ,;!; f:: "' • :a:: j::!; Cl "'(J ~ L,:; ·-~ ~ ~ . -. ~ -. ~ --. ~ ---~ ·-~ ~ a .u ,' ~. 13"' "' "' "' "' "' "' - ...J ~ • • ~ ...J • • I= w . • :::l . . :::l . •. :::l -. ::I :::l .. :::l : ~ a . "'~ ~ i . ; ~ ~ ~ ; "' ; ~ 1 ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ u..l -< a... ~ a.. ~ a.. ~ a.. ~ a.. ~ a... i:5 a... ~ a... i:5 a... i:5 a... (/) • • . . ~ ~ -._ _.. V I V I V I VI (/) (/) X • • (;5 ~ iS X X X X X X · · X ~ · •· · •· en w ..... •· w -. w · •. w ..... w ..,, ,·• .. EX. 12" CMP~ PB D EX. SDMH . ,.... . ...... -., ,.: • .-,. • "!r . . ' '·.•-_· ' • .>~- ··.•·: :::, 0.. C .., C e "' " ,:, vi <O jOlt;\ ill f § &/ / .Jot. .•• .Jos. •• .Joi .Jog: 1/1/; Jlt rW.s0 Q.; ... DIRT ,.._ "' ~ 13 w ; "' C .._, ,;f 0 ® 0 0 CON STR U CTI ON NOTES RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-180-L. GRADE TO DRAIN AS SHOWN. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL NEW SOLID BRASS AREA DRAIN WITH 6" DIAMETER OUTLET. CONNECT DRAIN TO NEW PVC STORM DRAIN PIPE (SEE GENERAL NOTE #3). CHIP OUT 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). PCC PATCH BACK OPENING BETWEEN THE BOTTOM OF EXISTING BULKHEAD COPING AND THE TOP OF NEW SIDEWALK, WHERE APPLICABLE. ADJUST EXISTING ELECTRICAL PULL BOX TO GRADE. BM: NB3-13-70 EL. 5.439 MSI. 1976 ADJ. "i C ·.,. REF: NBFWALK.DXF . C-342O g_ ~-~-~-,,.----------~-~--------~-------------------<§ 6/8/06 MG /1\ AS BUILT REVIEWED « ;:- DESIGN ENGINEER 2000-2001 BALBOA ISLAND BA YFRONT IMPROVEMENTS ~ C t DATE ID 1---1---1-------------1---J.:=:.===:;:::====J.------------~-----....j~ DATE BY DESCRIPTION APP'D. DESIGNED FT DRAWN FT CITY OF NEWPORT BEACH R-5761-S 21 1---~-~-----------~--=~--+---~-'-< ~--------------------------------------------------------------------------------------------~--------R-EV1_s_10N_s _______ ~c-HE_CK_rn_~LD~D_A_TE_5~1~,o~/o~1~P_U_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T~s_H_EE_T_1_2_□_F_1_2~f