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HomeMy WebLinkAboutR_5815_SLL /4 "' • c,; ::J .n ADAMS AVf.. CITY OF COSTA MESA VICTORIA 19TH ~ 0 "' <D ORANGE COAST COLLEGE "' 0 <D "' "' w < 5 :I: "' ~ ST. ST. SCALE: 1" = 4400' PROJECT LOCATIONS SYMBOL LEGEND --0----POWER POLE (()'SSMH SANITARY SEWER MANHOLE = "lj' FIRE HYDRANT 0-WM-WA lER MElER BOX & SERVICE QGM GAS METER ------0-VALVE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE BLOCKWALL 0 TREE -u-SIGN (l{J SHRUBBERY .LLL .LL4 .Lll ..LLL ASPHALT PAVIEMENT ]:]:]:;,·::;:";:';:': BRICK OR STAMPED CONCRETE I : • :I CONCRETE 1:,,/////Ct'.fa BUILDING ____ EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ___ <t_ ___ CENTERLINE ___ ----5 ____ SEWER LINE -----W-----WATER LINE _ --G---GAS LINE --E--POWER LINE -ffi -lELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM --PU---PRIVATE UTILITIES :0: STREET LIGHT ~ POTTED PLANT [MEI MAIL BOX @ DRINKING FOUNTAIN SW FS SIDEWALK FINISHED SURFACE H TILES .,#' ~'<-it-rP $~ <$:· ~ 'l' ,:,0 -.i-'<'. §! _, <D NE\\PORT:=br-: BAY17 }CITY /" 0 I NEW rli:-ir-f~__J 1BEA j ~ ® CITY ~ OF IRVINE <:,<le ~ UNIVf.RSlTY \ U.C.I. ll? 1t. * ~ RO. 1/D. lFoR PUBLIC WORKS DEPARTMENT 2002-2003 BALBOA ISLAND BAYFRONT REPAIRS r EXIST. BULKHEAD COPING 8' ~ _ ~ , g• CONSTRUCT 4" THICK PCC SIDEWALK 1 __ • _-_. 17rlNSTALL4· DIA. AREA DRAIN · n I GRADE TO DRAIN ~> - -. . . EXISTING\ • • BEACH 1----1 INSTALL 5• DIA. PVC PIPE APPROVED: fl . I . I 8: I ""i':j-1 EXISTING f PRIVATE Q :_ MPROVEMENTS ~ -----1 --• I I -: -I 1-·: : I BACKFILL AND RE-COMPACT EXISTING SAND BASE INSTALL SEAWALL WATERPROOFING \ w TYPICAL BAYFRONT WALKWAY SECTION NTS CITY ENGINEE..E. <r" SHTS2&3 DATE: DATE: ---=i2./'--'-1L.1-1 /.-"'t>:...::?>c....__ rt ---<!--BALBOA ISLAND CHANNEL ---'C::-.._ "'\, -... ~"l.J_"Fu.n:;:::::~,J_~Rlfl BIIY ~~ FRONT ~-= . ~1c;z41z,4;l:rnumumrrlf[Dl :mn,rrwn IIIllil lTIJIH lllIIll illW, I1--/i,'i'.t;'., LOCATION MAP :::J NOT TO SCALE SOUTH BAY MAIN CHANNEL ---r-::c:=-- .... ~ Bi N FRONT EMERGENCY TELEPHONE NUMBERS DAY NIGHT {800) 624-8153 APPROVAL RECOMMENDED 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 (800) 624-8153 611 ( 949) 644-3011 (714) 542-6222 {800) 422-4133 611 {949) 644-3717 (714) 644-6222 (800) 422-4133 BENCHMARK SEE PLAN REFERENCE 0.00 M.S.L. = 2.73 M.L.LW. ,¥~~ GENERAL SERVICES DIRECTOR DATE BY DESCRIPTION APP'D. REVISIONS DATE z..._ ~-o_3. APPROVAL RECOMMENDED GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STAlED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUClED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION, AND ALL SUPPLEMENTS TO DAlE. 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 ARE LOCAlED AT APPROXIMAlELY 8" BELOW THE TOP OF THE EXISTING 4" THICK PCC SIDEWALK. 4. CONTRACTOR SHALL ADJUST CITY UTILITIES {eg. WATER VALVIES, SCO, SURVEY MONUMENTS, ELECTRICAL PULL BOXES AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. CONSTRUCTION NOTES RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-18D-L COMPACT NATIVIE SAND BEDDING AS DIRECTED BY THE ENGINEER. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL NEW AREA DRAIN AND 4" SCH-40 PVC PIPE AND CONNECT TO NEW STORM DRAIN. CORE DRILL SIDE OF EXISTING STREET-END CATCH BASIN/MANHOLE AND CONNECT NEW PVC STORM DRAIN PIPE. @ PROlECT ALL EXISTING PRIVAlE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL CONDUITS IN PLACE {SEE GENERAL NOTE #3). INSTALL TEMPORARY "SIDEWALK CLOSED" AND C-5 "DETOUR" SIGNS. REPLACE EXISTING ELECTRICAL PULL BOX AND COVIER l'w1TH ARMORCAST POLYMER CONCRETE BOX {PART NO. A6001921X18) AND COVER {PART NO. A6001922T). SAWCUT BOTTOM OF NEW PULL BOX AS NECESSARY /DIRECTED BY THE ENGINEER TO CLEAR EXISTING ELECTRICAL CONDUITS. SPLICE AND RE-CONNECT l'w1RES/CONDUITS AS REQUIRED TO COMPLETE THE WORK. REMOVIE AND DISPOSE OF EXISTING ABANDONED HIGH VOLTAGE ELECTRICAL BOX. CUT AND CAP ® EXIST CONDUITS/WIRES TO BELOW BOTTOM OF NEW PCC WALK. BACKFILL AND COMPACT EXIST VOID l'w1TH CLEAN NATIVIE MATERIALS EXCAVATED FROM THE PIPE INSTALLATION. CONNECT NEW 6" PVC WALKWAY DRAIN TO EXISTING STORM DRAIN. TEMPORARILY RELOCATE AND PROTECT EXISTING POTTED PLANT TO SIDE OF STREET. ADJUST AND/OR RECONSTRUCT EXISTING MANHOLE TO GRADE. ADJUST EXISTING PULL BOX TO GRADE. INSTALL SEAWALL WATERSTOP BELOW EDGE OF NEW SIDEWALK IN ACCORDANCE l'w1TH MANUFACTURER'S INSTRUCTIONS. APPROVAL RECOMMENDED REVIE TITLE Zfav"✓i D~ ~~k SHEET UTILITIES SERVICES MANAGER TRANS. & DEV. SERVICES MANAGER DATE R.C.E. NO. 25333 R.C.E. NO. 22045 DESIGNED DRA\\N R-5815-S FT FT DATE z-11-oi DATE fcl,rvc-,~ 5, UJO'!, CHECKED DATE SHEET 1 OF 8 LD FEB 2003 - 5.00 5.00 4.50 4.50 3 0 ~ '-------:?"'r---c::::~------t---····----l---------+-------~------+--+~----+---------'f-----------i~~--------it---------t---j~-- 1 0 m -~ ~0 ~~ I' ~~ ~~ ~~ ~ ~~ ~ ~~ ~2 t'>n 4.00 ~ - -------..---L.---" _J ----,_,.1 a. ~ CL _J "' ~ V) ... @-LL PROPOSED TOP 0 en N + .,,~ <O OF WALK AT P/L r--LLo n "' -i 0.,. ----,.,; ..,. ' _J .n LL 4.00 ~r---.. ,,.i ~ _, ~ _, :::; _, c;' _, ~ ;}j J -' :::; / EX. TOP OF WALK AT P /L ,,, n ........._ Olm r---.o ~;'.? ~~ oom c:et---~"Cj-f"l')C, 3.ico r---.._ '-. "-. N N NN ., • • 0 -1--0 ': n t--o:, ,,Ji I "---.___ "5 8 ,.,; S ,.,; '.'.2. "" "' ,.,; S UJ rri 10 -=--f----~----,,"=';i,· "',;--------,,-,~"-PROPOSED TOP -----~4--------------t----t------<'!'.". l-----l-------fl L"'~L-L----+~----1--1-~-"'~-"-------~"---'-'J.'=c.__--+=----------~=----------t-----------+==---t--=---------_ ., . L. OF WALK AT BULKHEAD---=-0.13% / _ .....:_ ~ LL -S 026% --I------(/) o ~v---_ · 0 -~ _ _ _ -~0.22% -_ ---,.~ _ -a, S=-o.24% ; )( 1---I --n'l,% I• ~ 2 3-2 ~--I-J._0,_'0 ___ ---11 J.50 ,~ --_J -_J _J LL LL LL _J 0 LL N aJ "' N r---r----aJ ,.,-; V) ,,,- ,., ~ }.(1,~ ~ ~ t") ~ ~ i-= ◊ -~,.., :c...., z (/) EX TOP 0~ WALK AT BULKHEAD '--:--------t----------~--------J ~ ' n ,.,., --J.00 - 0 z --------t--------t-----l<(O ,o ~z 2~ ~2.=.51=0.__~--------+-------~m+-o--r--------l.--------+--------+-+-------'-·-+--------+----------+--------r--------,-----i~~-~----n + z .-I.LI -.;I-c3 ....,~~~--,-------+----~~9----f---+------J ____ J +:cl.LI· ·m I.LI ~ s-0.19% / ~(/) <( v j • 200 ~2,~,{)l.!}_1J'__J_ _______ +-----~~~-+---------+--------l---------+--~"------+--------+-------t-~-2-7/----,--------r----n:-~ij~---+---------11 t.1llt'/ ~ 1/ 4+50 5+00 \ \ \ SW FS @ BULKHEAD HORIZ: 1 "=1 O' VERT: 1" -0.5' 5+50 6+0D 6+50 BALBOA ISLAND CHANNEL BM: NB3-15-70 EL 5.626 CONSTRUCTION NOTES RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-180-L. COMPACT NATIVE SAND BEDDING AS DIREClED BY THE ENGINEER. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL NEW AREA DRAIN AND 4" SCH-40 PVC PIPE AND CONNECT TO NEW STORM DRAIN. PROlECT ALL EXISTING PRIVAlE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL CONDUITS IN PLACE (SEE GENERAL NOlE #3). INSTALL lEMPORARY "SIDEWALK CLOSED" AND C-5 "DETOUR" SIGNS. REPLACE EXISTING ELECTRICAL PULL BOX AND COVER WITH ARMORCAST POLYMER CONCRElE RI BOX (PART NO. A6001921X18) AND COVER (PART NO. A6001922T). SAWCUT BOTTOM OF NEW 0 PULL BOX AS NECESSARY /DIREClED BY THE ENGINEER TO CLEAR EXISTING ELECTRICAL CONDUITS. SPLICE AND RE-CONNECT WIRES/CONDUITS AS REQUIRED TO COMPLElE THE WORK. REMOVE AND DISPOSE OF EXISTING ABANDONED HIGH VOLTAGE ELECTRICAL BOX. CUT AND CAP ® EXIST CONDUITS/\\1RES TO BELOW BOTTOM OF NEW PCC WALK. BACKFILL AND COMPACT EXIST VOID 111TH CLEAN NATIVE MAlERIALS EXCAVAlED FROM THE PIPE INSTALLATION. @ INSTALL SEAWALL WAlERSTOP BELOW EDGE OF NEW SIDEWALK IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 0 Ii) -I-co REF: FB 524 SHEETS 111 AND 112 '?~oFESS[o® ~~C, lf. ~~ 1-----1------1---------+--JREVIE\\ED_____,#' ff'~ '@4.0 ,;J , ,;?.,,;,-. -otfffr'd~ fi /~,, /)(f L-l--l------------+--J·-~"r¢l~s~iii:;;-~n:;;; lG;-;;1NE""E"R --1 p(/ ,~ i6980 .-z/:,;,-!1 E~-~00 = <5'-,. l'"-"1'. DA TE BY DESCRIPTION APP'D. DESIGNED DRA l'IN <4§ C[Vl"\,, 0~"¢'"/4 FT L NGUYEN OF CA"\,,~ REVISIONS CHECKED DATE LO FEB 2003 7+00 /f 1/ /21/ 1.50 1. 00 t.11.L t'I C-3544 2002-2003 BALBOA ISLAND BAYFRONTIMPROVEMENTS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5815-S SHEET 2 OF 8 5.00 z o 5.00 lt---------------t-------------t------------+--------+----+----------+-----------·1----------f----------------f------------+----------+.-------------+-----------+--IF----------' 4.50 4.00 "' ID ~ "" ['\ u ~::, I~~ r,-~ t'::I...., ,_u [/ 0 z I.LI 4.50 4.00 (3;'\ .:t> > ) EX TOP OF WALK AT PL--..___ ~, _ ~ --+----------t----------t----------'--,,-,'-------tl--------------t------------+---~--------,--II)+-----------+-----~ ~---+-----------1----------+------------1-...J+--~---------1 Li...[: l.J...Lc... ..._,_._ t---.rt G:~ t")lD .-m c.i, Nw . LLL.,_ OJ-tj-~~ NLO '-'-J O>n l""')l.f) -~LO O ,._j--tj-,.,,., t-;r--.--o LOO .,;__. "'<f-LD I")..,..; l""'),.r) n.____., t'">r-rl r--.-vr--... .....:n ..._. I.LI ~ _J ,_ EX. TOP OF-1W~LK AT BULKHEAD,\ ~ ~ ~ ~ ~ 2' ~2 ~ ~ rt 2 U) ri rt2 -1 _J rt2 ~ ~ ,... N N .-LO ~ ..-.-n .:..:____:, tr:i rr.J I"') -.._, I")~ s;;J-,-,--../ r----- 11----J._5._0_0:C ,.-; '.2 ,,; !_'?, ~::: -"'~:+::::::~=--c-==--::=--__:Vlf"''_'_ __ _"_:"°¥8'.o:__·_·_------=~.-:-=c----=--' _===_f~~-~==---:::;~~~==-:=1F:_..==--==-~, ----I---....:........, ,..., s -// = ,_ z ~ --=== -1--. . ~. ----r-------,_ -,rc--:1:::: ---s 0.30% s o.36% I I -J.50 ----S-0.33% I-<( _ S-0.24% ~ I ; - t!j:a -I I ,~ __ J._.a_a_:c~l---+---------~--+-------+------+-+--~1-----------+-_c\~ ____ --+-_______ -+-_______ +-----+-+--~--~\r-----+--------1----------+-----J._.a_a~ en,.... \ I I 2.50 2.00 1.50 I.CO t.;Llt'1 ~ ~ PROPOSED TOP OF WALK AT BULKHEAD EX MANHOLE~ I <( PROPOSED TOP OF WAL r AT BULKHEAD 1 • 2.50 7+50 . 125. SW FS @ BULKHEAD HORIZ: 1 "=1 O' VERT: 1" = 0.5' j I S 0.19% 2 8+00 8+50 9+00 -c:::l'--------BALBOA ISLAND CHANNEL I I 11 9+50 1o+ao z 0 F a 1.50 I.CO t.1LLli '-. u 5 13\---------------------------------------------------------/71 ::, NC::: ol- 0 0 - RECONSTRUCT EXISTING 4-INCH lHICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB SlD-180-L. COMPACT NATIVE SAND BEDDING AS DIRECTED BY lHE ENGINEER. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. G) INSTALL NEW AREA DRAIN AND 4" SCH-40 PVC PIPE AND CONNECT TO NEW STORM DRAIN. 0 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). © INSTALL TEMPORARY "SIDEWALK CLOSED" AND C-5 "DETOUR" SIGNS. REPLACE EXISTING ELECTRICAL PULL BOX AND COVER WllH ARMORCAST POLYMER CONCRETE BOX (PART NO. A6001921X18} AND COVER (PART NO. A6001922T). SAWCUT BOTTOM OF NEW PULL BOX AS NECESSARY /DIRECTED BY lHE ENGINEER TO CLEAR EXISTING ELECTRICAL CONDUITS. SPLICE AND RE-CONNECT WIRES/CONDUITS AS REQUIRED TO COMPLETE lHE WORK. REMOVE AND DISPOSE OF EXISTING ABANDONED HIGH VOLTAGE ELECTRICAL BOX. CUT AND CAP EXIST CONDUITS/WIRES TO BELOW BOTTOM OF NEW PCC WALK. BACKFILL AND COMPACT EXIST VOID WllH CLEAN NATIVE MATERIALS EXCAVATED FROM lHE PIPE INSTALLATION. ADJUST AND /OR RECONSTRUCT EXISTING MANHOLE TO GRADE. INSTALL SEAWALL WATERSTOP BELOW EDGE OF NEW SIDEWALK IN ACCORDANCE WllH MANUFACTIJRER'S INSTRUCTIONS. . -.. . . . ·· - NORTH . .. BAY FRONT BM: N83-15-70 EL 5.626 ~ I t I aO.. +cnz d (')0 o c'.§ Q Q COj-! :ZO + ~~I~~ I ~~II ..-u ;:: wW i'.:: -Vl-I_ ~ I ___ :_ t-t--t'i-<(--0-- • • . • _·_.. -.. -· -:_ ••• ~, , --.-.• ....:L_' ++-... +A0, Z-- ---~ EXISTING BULKHEAD • ; • ,-• ; > F • ' ,_ • _. _:__ ·_j__:_ f---- .145. -·---· - ·--. W--. ---.. . .-... ,._/ ___ -... ._.. ·. "--:-•• .: : . :· :· . ✓-300 .:: : ~ • :11 ·• -E-:-=._··~--:,Q;BE~.1 ·- : 0 ~ ... · •. 2 ·: •• 7 ••. ? ; SDMt "" z ~ x Lu •• ·o:i . REF: FB 524 SHEETS 111 AND 112 .. ... EX. BENCH •, ·--- RE\11Ell'ED _// h _/.,1, __ 1--+--+------------+--t ~1"~ .isiiN ENGINEER DATE DATE BY DESCRIPTION APP'D. DESIGNED RE\11SIONS CHECKED DRAWN FT L NGUYEN DAlE ~D FEB 2003 z ~ D z « I-::, - - 1J ,---@ --T-- 1 I I 1-W • zW o::> <(<C C) C-3544 2002-2003 BALBOA ISLAND BAYFRONTIMPROVEMENTS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5815-S SHEET 3 OF 8 l g :) 0 \.,. t -1 1 .... r \ ' <: -~=-< NTS 7.50 EX GRAND CANAL BRIDGE 7.00 ...J ~ Ll.. G:" r---0 r---co (D CD N '-" +'-"' ct <( ... f-00 ff) <D I EX WP OF WACK,, P, \ = ...J _J LL LL -0.35% m 0 "' ID '-co u.. LL j": 00 r--- "' "' ff) <D <D -= EX. TOP OF WALK AT BULKHEAD \ ...J _J LL LL "' -CO 0 <D "' . --. 0.29% - C: N ID <D 3 om ~,!? OCl ~ <( ID f-" ff) <D ~ ...J _J LL LL ~ ('sj ID m <D 8 ct "' 00 tO m ~ ct 0 "' tO - 7.50 7.00 w z ::J i-------------t--6._Si_O ___ --------i-.,.------t---------t---------+------------1-----1-/----+-----+--+---+------------1-----1-~ ,n c:2 / <t:1- 6.50 ~ ~w co <D w '°s o~ 1---------,~6.:'.'._•~00~---:~-r--t _________ t _________ P_R_:OIP_:__:O_:__:SE.::_:D___:_TO_:P___:_O_F __ W, __ 'A-=L_:K_:_A_:T_B_:__:U:__:L::_:K_:HEIA_:D___:_ ________ t _____ t.:::::::::=,-=======:====t=t+ : ____ 6._._{J_0--1 o ~w ~ •00 10 => C> s~o.oo6a i:!: 5.50 ~ (:!:ZF_i ______ 1 _______ 1 _______ 1 ______ t-~-;;-;7-====1-;;;:;:::::::::==\+==tjoo 5.50 f---------------1--------o, ~ 00 A.#/ 1-------------J ~ 8GJ 3/ 0 1----------+-5._.a_o ___ ~~~---,-----------i---------t----------+---------i---------1-----------+-~.-------5.-•a_o~ W-:, 4.~ 4.~ 1---------------1-----------+---------------..----------j,------------!---------·-·-·-----------------------+---------~, 4.00 9+50 I I I I I I I w I (9 I 0 -I 0:: I co I _J I <( I z I <( I 0 I 0 I I z <( I 0:: I (9 I I . >< I w I I I I I I I - SW FS @ BULKHEAD HORIZ: 1 "=1 O' VERT: 1" = 0.5' 9+00 8+50 8+00 GRAND CANAL t<:(--------------------------; 1 5 131------------------------------)~1 z <( 0:: 0 <( w 0:: <( I .. 0.. <..) <( rx •. ·: : . 121 .125. .123. .121. .119}1. . J 19 . REF: FB 524 SHEETS 111 AND 112 4.00 7+50 CONSTRUCTION NOTES 0 RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB SID-180-l. COMPACT NATIVE SAND BEDDING AS DIRECTED BY THE ENGINEER. ® INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. G) INSTALL NEW AREA DRAIN AND 4" SCH-40 PVC PIPE AND CONNECT TO NEW STORM DRAIN. ® PROTECT All EXISTING PRIVATE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL CONDUITS IN PLACE (SEE GENERAL NOTE #3). ® (j) INSTALL TEMPORARY "SIDEWALK CLOSED" AND C-5 "DETOUR" SIGNS. REPLACE EXISTING ELECTRICAL PULL BOX AND COVER WITH ARMORCAST POLYMER CONCRETE BOX (PART NO. A6001921X18) AND COVER (PART NO. A6001922T). SAWCUT BOTTOM OF NEW PULL BOX AS NECESSARY /DIRECTED BY THE ENGINEER TO CLEAR EXISTING ELECTRICAL CONDUITS. SPLICE AND RE -CONNECT WIRES/CONDUITS AS REQUIRED TO COMPLETE THE WORK. REMOVE AND DISPOSE OF EXISTING ABANDONED HIGH VOLTAGE ELECTRICAL BOX. CUT AND CAP @ EXIST CONDUITS/WIRES TO BELOW BOTTOM OF NEW PCC WALK. BACKFILL AND COMPACT EXIST VOID WITH CLEAN NATIVE MATERIALS EXCAVATED FROM THE PIPE INSTALLATION. @ @ @) ADJUST AND /OR RECONSTRUCT EXISTING MANHOLE TO GRADE. ADJUST EXIS11NG PULL BOX TO GRADE . INSTALL SEAWALL WATERSTOP BELOW EDGE OF NEW SIDEWALK IN ACCORDANCE WITH MANUFACTURER'S INSTRUC110NS. C-3544 BM: NB3-13-70 EL 5.439 MSL 1976 ADJ. t---+---+--------------t----rRE½EW£~/~ _ JSIGN ENGINEER 2002-2003 BALBOA ISLAND BAYFRONTIMPROVEMENTS DAlE ;ij,fa DATE BY DESCRIPTION APP'D. DESIGNED DRA\\N FT l. NGUYEN CITY OF NEWPORT BEACH R-5815-S REv1SI0NS CHECKED DATE LD FEB 2003 PUBLIC WORKS DEPARTMENT SHEET 4 OF 8 NTS 7.50 3 .... ID 0 ID (!) ~ -st (!) ....._ ...J _J + J ...J lL. lL. I'-~ LL. LL. 0 ID "' ~ 0 Ol I'-"' I'- CD CD li) (/) ~ ,✓ CD ~ . ~,o _j_ CD ~ • --- 7.00 -·----+------1i=--~-:----&.5ft<~---t=-----F'----f--- 6.50 / ~ en 4.50 4.00 3.50 l1LLt'I ---~ ID TOP OF WALK AT P/L ~ -~EX _J LL / PROPOSED TO° OF WALK AT BULKHEAD ~~--+------/,,_____----+-...J lL. lL. I') LI) ID OJ CD li) ~ 0.32% . -- 2 r / G)_ ID (!) ~-....._ _j ...J lL. LL. " <X) OJ CD co ~ -_J ...J LL lL. f------1-----~-------+----------,i-----------i-----------+-----~----f--------------f--------- I-• w~ Wen ::c enw w~ w....J en::c ~ <( :3E 7+50 sw FS @ BULKHEAD HORIZ: 1 "=1 O' VERT: 1" = 0.5' 7+00 --=:i----GRAND CANAL -----1c:,- IE/---------------------------{ 1 '- . . I / II I ' ... . . .. I . . -I . . . =>" _·:: 3 Cl. ... ... . . . ... . . . 111 .115 . .113. . 11 J. ' 6+50 . 109. . 101 BM: NB3-13-70 EL. 5.439 MSL 1976 ADJ. I 4 >-Q) <( 15' EX GRATE INLET AT ALL Y END 6+00 REF: FB 524 SHEETS 111 AND 112 7.50 6.00 5.50 5.00 4.50 4.00 3.50 t.:LLt'/ 5+50 CONSTRUCTION NOTES (D RECONSTRUCT EXISTING 4-INCH lHICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB SID-180-L. COMPACT NATIVE SAND BEDDING AS DIRECTED BY lHE ENGINEER. 0 INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION . @ INSTALL NEW AREA DRAIN AND 4" SCH-40 PVC PIPE AND CONNECT TO NEW STORM DRAIN. 0 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 1/3). 0 @) INSTALL TEMPORARY "SIDEWALK CLOSED" AND C-5 "DETOUR" SIGNS. REPLACE EXISTING ELECTRICAL PULL BOX AND COVER WllH ARMORCAST POLYMER CONCRETE BOX {PART NO. A6001921X18) AND COVER (PART NO. A6001922T). SAWCUT BOTTOM OF NEW PULL BOX AS NECESSARY /DIRECTED BY lHE ENGINEER TO CLEAR EXISTING ELECTRICAL CONDUITS. SPLICE AND RE-CONNECT WIRES/CONDUITS AS REQUIRED TO COMPLETE lHE WORK. ; INSTALL SEAWALL VIATERSTOP BELOW EDGE OF NEW SIDEWALK IN ACCORDANCE WllH MANUFACTURER'S INSTRUCTIONS. C-3544 REVIEWED /,,-~ 1---+---+--------------+---l ~ ~ ~. ////, . L-L-L-----------1--J--B~~,,~~ ="'---I 2002-2003 BALBOA ISLAND BAYFRONTIMPROVEMENTS ,ESIGN ENGINEER DATE ,;::ftfr DATE BY DESCRIPTION APP'D. DESIGNED DRA\\N FT L. NGUYEN CITY OF NEWPORT BEACH R-5815-S REVISIONS CHECKED DATE LD FEB 2003 PUBLIC WORKS DEPARTMENT SHEET 5 OF 8 - - 5.50 5.00 3 4.50 --4.00 Ji) fi f------1-++--,/1--------1 I - 3.00 ;:,,a.. ' f--------- S=O 0014 -S=0: ()14 -2.50 >> Z 7 Ir---------------~- 2.00 !.1Ut'/ ~ ~ NN 9 11+50 <O N ..; -+ N - j'.': - -~ _(/.J_ --- --__Q ----f-----.c::. . . .. ._. . ' . . .... CONSTRUCTION NOTES -- '• .... -:• ·- 11+25 RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-180-L. COMPACT NATIVE SAND BEDDING AS DIRECTED BY THE ENGINEER. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL NEW AREA DRAIN AND 4" SCH-40 PVC PIPE AND CONNECT TO NEW STORM DRAIN. PROTECT ALL EXISTING PRIVATE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL CONDUITS IN PLACE (SEE GENERAL NOTE #3). INSTALL TEMPORARY "SIDEWALK CLOSED" AND C-5 "DETOUR" SIGNS. CONNECT NEW 6" PVC WALKWAY DRAIN TO EXISTING STORM DRAIN BY REPLACING EXISTING 6" PVC ELBOW WlTH NEW 6" PVC TEE. @ INSTALL SEAWALL WATERSTOP BELOW EDGE OF NEW SIDEWALK IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. - 3 - -- 11+00 g + --~ Vl f-'·-:=I ·=: = -1 . . . . . . . .. ' ... 10' _,3 u.. u.. 5.50 5.00 31----------+----------+-----------+------------11------------+---------? a, -~ 0~ 3 '.:J-u.. _, ::_,, _, 3 EX. TOP OF WALK AT P /L ~ 7 :,:i A T BULKHEAD ~ .±, ~ ~ L&.. u... 5 ~ ci ~ 1.&.. n ::::::::: -q-.._.!-s,t f.DLD ..f~ aco OC'J t---_, A •n r £X TOP OF WALK I..&.. N 1..a.. u... _J ~ LL I, ~2 .J ~ --cr ____, 3 ~ ..__.. ..f-,-.,i_ ::: N ::::3 LL'° v.5u >----+-----+--------+-----· --------+------· -----~--1~-------------1f------------l'.l-0+----------tcc-=-------------"-L_"'.~------+----+---------0 L~------i---./---_C EX. TOP OF WALK AT BULKHEAD j-§ ~ ~ o.24% ---s_ o.21% .• " --==~ c---------tr------ - s ---_ ---0.28% -0.44% . -_____, -- - --4.00 l 2 ~ PROPO.srn roP OF WMK '7 BUU<HE<0 J.50 -----------t---···---------if-+-----------+-·------·---+----------f------------t-----1 w z r-,.. ::i 3.00 ~~--------~-------~-------~--------~-------~--------~-------~-------~------~I,_2.5:_0_~ t::I f2 I<( en :a w O 2.00 f---+----------t----,.-------------------+----------+----------+----------+----------+----------+--------WI0+------1 en + !.1Ul'/ IX) .331 1o+50 SW FS @ BULKHEAD HORIZ: 1 "=1 O' VERT: 1" = 0.5' to+OO -=::JI-------BALBOA ISLAND CHANNEL EAST BAY FRONT 0 0 + 0 - 9+50 9+00 8+50 9 NTS ~ REF: FB 524 SHEETS 111 AND 112 c....;3544 BM: NB3-13-70 EL 5.439 MSL 1976 ADJ. REVIEWED /, // 1----t----+------------t----l Ja~ / • N jfSIGN ENGINEER DA1E ~fr/;, 2002-2003 BALBOA ISLAND BAYFRONTIMPROVEMENTS J I APP'D. DESIGNED FT DRA\\l'l MGRACIA CITY OF NEWPORT BEACH R-5815-S .__L____J ___________ __,_ _ _....,===---'-+c---=,......-'==, CHECKED LD DATE FEB 2003 PUBLIC WORKS DEPARTMENT SHEET 6 OF 8 DA1E BY DESCRIPTION REVISIONS 5.50 5.50 EX. TOP OF WALK AT P /I /I) J.~ l~======t=======~============~======t-=--L==t==========='===========1-H=======~'.'__~~~~~~J.~.5~o---j f-----------t-~~~----------t~~~~1-t- ~---+L__l __ --1 J.00 J.00 ::J <r., w :C<O • ~ 00~ 2.50 g1--------+----------+-------------------------------~---- - - ----- - - - -~"'---+------------ - ----....J _2. ___ 50 __ , 1-----+<C W--------t-----------t------------~---- '\.,· W :C ~~ wg oW :C<C IOw w~ 2.00 2.00 +w ______ +-__ ___:___: ___ -1--------+--------+-------+-------+--------t---------t--------T-------1 ------~IO,__~------j ~--~0000 - oo~ lU~ l1U!'/ SW FS @ BULKHEAD + HORIZ: 1 "=1 O' IO VERT: 1" = 0.5' 8+50 8+00 7+50 7+00 6+50 6+(}0 BALBOA ISLAND CHANNEL ' IE'('---------------------------------------------, 1 5 13\---------------------------------------------,,,71 r-- I I I~,) I i5ii:il ~< 0 I '" I _L_ _[___ ---. - I I I~,) I c:: u I U) 0 XO I w I D D + "' ~ U) I I I '"" I ~~ I~ ~.SI ~< c..:i I w I _L_ _[___ -., , , " . , , . " .. ----r--·------ I L ----,' I" ::-_ ---/ _.::ll - I I --- 1 r~: - I I I ----- I -: :I I -----. ---• -- I II • II -: : 13 II "" en II ~ II :::i 11 "" ~ II. 17l 11 i::l II: II ,:_: II -: : --\ ~! : ct CX) .. -. - - --- I I 111 111 I I I I I I ::J : 0 ~: 1111 II II II II 11 :ii:= 11 11111 111 111 111 111 .319. .317 ii Ii .315. Iii .313. Iii .311. ill .309. Iii .307 Iii ! ~ ! I I I I I I I I I I 1 a:, I 11 II II II II CONSTRUCTION NOTES RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALI< PER APPLICABLE PORTIONS OF CNB STD-180-L. COMPACT NATIVE SAND BEDDING AS DIRECTED BY THE ENGINEER. INSTALL 6" SCHEDULE 40 PVC WALI<WAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. INSTALL NEW AREA DRAIN AND 4" SCH-40 PVC PIPE AND CONNECT TO NEW STORM DRAIN. PROTECT ALL EXISTING PRIVATE IMPROVEMENTS. SEAWALL TIE BACKS. AND ELECTRICAL CONDUITS IN PLACE (SEE GENERAL NOTE /f3). I i I i i I i I I i EAST BAY FRONT REF: FB 524 SHEETS 111 AND 112 .305. I I I I 11 I 111 I I I I i i 'i' u C, ,o I ':2 I~ X 1w _I -. -. "' _-·-----·-·- .301. - - ' ·-. I C-3544 ' NTS INSTALL TEMPORARY "SIDEWALK CLOSED" AND C-5 "DETOUR" SIGNS. @ INSTALL SEAWALL \'IATERSTOP BELOW EDGE OF NEW SIDEWALK IN ACCORDANCE V,HH MANUFACTIJRER'S INSTRUCTIONS. 1----<----+-----------;----,RE~EWE~~~ , SIGN ENGINEER 2002-2003 BALBOA ISLAND BM: NBJ-13-70 EL. 5.439 MSL 1976 ADJ. ;z-ftfr • DATE BAYFRONTIMPROVEMENTS APP'D. DESIGNED FT DRAWN MGRACIA CITY OF NEWPORT BEACH R-5815-S 1--.L__L_ ____ RE-~-SIO_N_S _____ i___t-,C"°'HE""c"'KE"'"D--'--LD'--l-;,-:DA:-::::TE:--'FE=B=2=00=-t3 PUBLIC WORKS DEPARTMENT SHEET 7 OF 8 DATE BY DESCRIPTION La.I " z ::J ti ::c~ -···~ en-----------+-----------+----------+------------j------------i-----------+-----------t------------+---- < La.I ::iE La.I en I{) 3 t;-2 0 en -( 3) / PROPOSED TOP OF WALK AT BULKHEAD ~ ll-----'l{)°f'.•l~::J:c-----------+---...,+~'->tc:::~"-t-------,---------___,,__,_~---------+---------+-----cf--------+--------+-',,-,,'-f---t----------+----------mt-f-.----EX-.-7i-0_P_O~F~WA-L-K7A-T-P/,--;L---o-ffi-l-_----t-----------t--j .,: '° o: o en EX TOP OF WALK AT BULKHEAD .,,en-~ ~ ~. , ' ....J ~ <'( 0 ~ ...J-:=;-~Q ---~ 2 ...J ---:-~~ _J ~ ;I _J LL... ....J -=:i' '+3 G: ....J LL.. LL... f-1"'1 ....i-LL...LL ...JLL ....J ...J LL..._. +....JLL. L.L..-LL..,-r_i LL... LL... t')I.&.. -.:::I- LL... ....._ 0 <n~ ..___., l.&..L{) LL... LL... IO LO LL... "<t"LL...oo ,..... O co-.::!: ON . .,, sc O N ~ g: ~ 0~ r-... ClJ ~ : r-... • J'0 ~ : ~~ "! '<t-i===--: -::t= 4.50 ~ + 2-~± ;~ ; ± ---:;: } ~;± ..__, v v ± V>'<t'-" J.50 J.00 2.50 2.00 t.~lll'/ 5+50 ~✓ ..... ·-------<o,--1------------i.------y SW FS @ BULKHEAD HORIZ: 1"=10' VERT: 1" = 0.5' 5+00 S 0.0025 4+50 4+00 3+50 BALBOA ISLAND CHANNEL 3+00 5.50 5.00 0: ,,, 4.50 '.j 4.00 ..,,. i------,- 2.50 2.00 2+50 lf/'--------------------------------------------------11 5 ~'1-----------------------------------------------------------,,A~-------'~ '-V .,,, • i:5 en CL u 0 0 '"' zo I c=r---ui + . I x'° ::;: w. ,Y iii '<I _j__ ___ _ 4· .~. -.: . .,..:_;__ - / • ... --·-.. •. -:• ·--:-.. . . . ·-•. I~ I _)L I Si 81 I ~0 1 - - L_I _ • -~·-· :'-'-- I (--, __ _ . ' CONSTRUCTION /II • II NOTES RECONSTRUCT EXISTING 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-180-L. COMPACT NATIVE SAND BEDDING AS DIREClED BY THE ENGINEER. INSTALL 6" SCHEDULE 40 PVC WALKWAY DRAIN. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELAllVE COMPACllON. INSTALL NEW AREA DRAIN AND 4" SCH-40 PVC PIPE AND CONNECT TO NEW STORM DRAIN. PROlECT ALL EXISTING PRIVAlE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL CONDUITS IN PLACE (SEE GENERAL NOTE #3). INSTALL TEMPORARY "SIDEWALK CLOSED" AND C-5 "DETOUR" SIGNS. CONNECT NEW 6" PVC WALKWAY DRAIN TO EXISllNG STORM DRAIN BY SAWCUTTING EXISllNG 6" PVC STUB AND INSTAWNG NEW 6" PVC ANGLE. I ' I ./ . . ~·--·-·- I I Is I ~v .= u I u. o I XU 1w I ________ 1_1_ -4--a-: ~ -·-- - ~·-·_.: '--'-- /II II I I •• EAST BAY . / .229. .227 FRONT 0 '° + ,,, ~ (/) -- -.__L:_ 111 11 ----- . . . . .. - I I I~ "I ~ f-(__) r,r} I ,i, o I I Ll r.:,I ~ ___ ___l_l_ ________ _ --1--,-' --r-" -.-.:...:...1:.1 -:-· -_ _::_ -~: :_;....;__ :_· _· •. -· --~~ ,_ - - • __ __, _,_ . - I . . . . I = 11 I 111 I I I I I I I I .225. ------ ........ ,.:....:....:.. I I I 111 I I I I I I I I .221 -. ·-.: ... REF: FB 524 SHEETS 111 ANO 112 ~ en c--- 6 C-3544 NTS TEMPORARILY RELOCA lE AND PROlECT EXISTING POTTED PLANT TO SIDE OF STREET. INSTALL SEAWALL WAlERSTOP BELOW EDGE OF NEW SIDEWALK IN ACCORDANCE WITH MANUFACTURER'S INSTRUCllONS. REVIEWED~ 1---+---1------------+--__, mf fslGN ENGINEER 2002-2003 BALBOA ISL~ND BM: NB3-13-70 EL 5.439 MSL 1976 ADJ. I BAYFRONTIMPROVEMENTS I DESCRIPTION APP'D. DESIGNED FT DRAVM MGRACIA CITY OF NEWPORT BEACH 1----'---L-____ RE-VI-SIO_N_S ------'---.J-C-H--EC-KE--□--'-'-,1-0A-TE---'=='-f LD FEB 2003 DATE BY PUBLIC WORKS DEPARTMENT R-5815-S SHEET 8 OF 8