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PU B L I C WO R K S DE P A R T M E N T PL A N IN D E X FO R (1 ) RI V O AL TO CO P I N G RE P L A C E M E N T ; (2 ) FI N L E Y AV E N U E AT 36 T H ST R E E T BU L K H E A D RE P A I R ; (3 ) 26 T H ST R E E T TI D E GA T E ST R U C T U R E & BU L K H E A D IM P R O V E M E N T S ; AN D (4 ) VI A LI D O WA L L RE P L A C E M E N T CO N T R A C T No . 36 5 7 • RI V O AL TO COP I N G RE P LA C E M E N T (H - 5 1 6 6 - S ) SH E E T 1 TI T L E SH E E T SH E E T 2 PL A N & DE T A I L S • FI N L E Y AV E N U E AT 36 T H ST R E E T BU L K H E A D RE P A I R (H - 5 1 6 7 - S ) SH E E T 1 TI T L E SH E E T SH E E T 2 BU L K H E A D RE P A I R PL A N & DE T A I L S • 26 T H ST R E E T TI D E GA T E ST R U C T U R E & BU L K H E A D IM P R O V E M E N T S (H - 5 1 6 5 - S ) SH E E T 1 TI T L E SH E E T SH E E T 2 ST R E E T IM P R O V E M E N T S PL A N SH E E T 3 CO N S T R U C T I O N PL A N FO R BU L K H E A D , AN C H O R BL O C K S , AN D TI E RO D S SH E E T 4 CO N S T R U C T I O N DE T A I L S • VI A LI D O WA L L RE P L A C E M E N T (R - 5 8 6 4 - S , DE S I G N - B U I L D CO N T R A C T ) SH E E T 1 TI T L E SH E E T SH E E T 2 WA L L RE M O V A L PL A N SH E E T 3 PR O P O S E D RE T A I N I N G WA L L LA Y O U T I-w 0 Cl:'.'. a.. I-z w � w > 0 Cl:'.'. a.. � 0 <( w I � ....J :) co 0 Cl:'.'. � w :;; I z I-0 � 0 i z I <( � ....J i ....J ol ci 0 � 0 � ....J t <( > Ig LO ' (0 ct) � I t "' C 7 WA s J C \Us ineer th St d ftr n CITY OF COSTA MESA P;,,CIFJc PROJECT LOCATION JOHN WAYNE AIRPORT BA fr, t C' '1#,<> &s o,,, CITY OF IRVINE N\\/ERSITi ~ -(~s-X -- ~v>f,J; ~ D ~~ /ic."¥'>,IJ}.""'~~~;;-HILL '- ½ PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE Osco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE 'y5 FIRE HYDRANT I WM -WATER METER BOX & SERVICE D GM GAS METER ------®-VALVE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE BLOCK WALL ~ TREE CJ {J ..LLL. .LL,( ..LtL. ..LLL SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE L////J BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ___ ii_ ___ CENTERLINE ____ 5 ____ SEWER LINE -----W-----WATER LINE _ --G---GAS LINE --E--POWER LINE -T--TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM :a: STREET LIGHT -0-SIGN F ::j GARAGE OPENING I I WINDOW * SPRINKLER PUBLIC WORKS DEPARTMENT RIVO AL TO COPI NG REPLACEME NT CONTRACT NO. 3657 DATE: Autr.U:ST .3, zoo7 ' R.C.E. NO. 36106 R.C.E. NO. 19111 DATE: t11d1 ,t(l')7 PROJECT LOCATION FINLEY AVE. CITY HALL 32ND STREET~---~ DI 11 ~ ~I:= ====-.1 ~I ----'7 ~ ----~ \ 11 \ I i==I ====t \ II \ li=I ==;; D I ,------ //!!'I I I ,-...._ ..,' ;' LOCATION MAP NOT TO SCALE 1. 2. 3, 4, 5. 6. 7. G) 0 G) 0 ® GENERAL NOTES TIHE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS. STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS THE CONTRACTOR SHALL SUBMIT A BEST MANAGEMENT PRACTICE (BMP) PLAN FOR CONTAINING DEBRIS FROM THE PROJECT INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: A. ND PLACEMENT OF CONSTRUCTION MATERIALS WHERE THEY COULD ENTER STORM DRAIN SYSTEM. 8. CHECKING CONSTRUCTION VEHICLES FOR LEAKING FLUIDS. C. PROVIDING A CONTROLLED AREA FOR CLEANING OR RINSE-DOWN ACTIVITIES. D. MONITORING CONSTRUCTION ACTIVITIES. E. MINIMIZING USAGE OF WATER WHEN SAWCUTTNG. F. PROVIDING MEASURES TO CAPTIURE OR VACUUM-UP WATER CONTAMINATED WITH CONSTRUCTION DEBRIS. G. REMOVING ANY CONSTRUCTION RELATED DEBRIS ON A DAILY BASIS. THE BMP WILL BE APPROVED BY THE ENGINEER PRIOR TO ANY WORK. FAILURE OF THE CONTRACTOR TO FOLLOW THE BMP PLAN WILL RESULT IN IMMEDIATE CLEANUP BY CITY FORCES AND THE BACK CHARGING OF THE CONTRACTOR FOR ALL COSTS PLUS 15 PERCENT. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTIUAL LOCATION AND ELEVATION IN ll-lE FIELD PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AND REPLACE CITY UTILITIES {e.g. WATER VALVES, WATER METERS, SCO, SURVEY MONUMENTS, PULL BOXES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. CON TRACTOR SHALL PROTECT ALL EXISTING TIE RODS IN PLACE CON TRACTOR SHALL REMOVE ALL DEBRIS FROM THE CHANNEL (APPROX. WITHIN 10 FT FROM THE EXISTING BULKHEAD) ALL REBARS SHALL BE EPOXY COATED CONSTRUCTION NOTES PROTECT IN PLACE REMOVE EXISTING CHAIN LINK FENCE, POST, CMU, AND REINFORCED PCC COPING CONST. NEW REINFORCED PCC COPING WITH FENCE POST BLOCKOUTS @ 8' 0.C. MAX PER COPING DETAIL ON SHEET 2 INSTALL NEW GALVANIZED CHAIN LINK FENCE WITH 2" DIA. POSTS @ 8' MAX AND NON-SHRINK GROUT SAWCUT, REMOVE EXIST. PAVEMENT AND CONSTRUCT FULL DEPTH AC PATCH BACK AS REQUIRED TO PERFORM WORK (1FT MIN.) - SHEET INDEX E 0 '° U) I'-~ 1-----------------------------------------1 1:2_ QJ Tl TLE SHEET 0 PLAN & DETAILS REC OR D DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy; nor for errors or omissions which may hove been incorporated into these plans as a result_ r--- 0 0 > er (/) I <D <D "' I 3-- 0 ~ <( .~ er (/) I <D <D .ii I 3--cr 0 [D cr <( 3-- "' C ·.:: ~ REF: H-5047-S C-3657 -~ 1-----------------------~-----------------------------.------------------=---------------------------------,--,:-:-,-,----::-:--:-----------,,-=-,----=-,-----=----r---------------------=--------------t,::=,=::::---------,-------------------------------;~ APPROVAL RECOMMENDED: REVIEWED: RIVO AL TO COPING REPLACEMENT g EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: DAY NIGHT CALL TOLL FREE SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 (8DO) 624-8153 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 (800) 611-1911 1-800-422-4133 SBC/AT&T TELEPHONE COMPANY 611 611 BEFORE YOU DIG CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 ADELPHIA (714) 542-6222 (714) 542-6222 COX COM MUNI CATIONS o~,ful~ 4~ GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR DATE:'(,.'>, oY DATE: DATE: __ 8_-_/_-_tJ-'7~-- ~FFSS/ 1---------------------------------1 ..: ~R~ ~ ;,, 0 TITLE SHEET ] No. 19111 xp. 9-30- CI Vl\, CF CA\. LLOYD DALTON, RCE 19111 PRINCIPAL CIVIL ENGINEER r [D l-----.-----+-----------------------.-----------1 ';,-- DESIGNED: FTT DRAWN: FTT CITY OF NEWPORT BEACH H-5166-S ~ m CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 1 OF 2 3- L----------------------L-----------------------------...L..,;,..,;;.;;..,;_.;.;....;_.;.;;.._;,;;_.;;;;. _______ .:...,...:.. ____ .;_...:,. ____ 1--_________ ..._ _________ .,_ _________ _._ ________ _._ ___ .,:L;;,;R;;.DL..._..;7...,;;;20:..::0.:.71-----------------------"----------' c.: ,;/4. /,2 UNDERGROUND SERVICE ALERT (800) 422-4133 (800) 422-4133 I • TOP OF COPING TOP OF VAULT I I I w u z ~ z I <D "' " <1 " <1 " <J " q " L] <1 " 0 <1 <1 " " Ll <J d <J <J <1 " L] 4 <J " <1 L] " " <1 L] <J <J " " 0 <J <I " q 4 <I Ll ,1 LI <J ,1 q <J a:, " <J Ll " <J " d " " <J <1 a: " <B o 0 <1 d z " I 4, r--- N Ll <J d <1 " <1 4 <J " 4 <1 " <1 <1 z "<J :,, • " "q .d <1 " <J L] 4 <I I ., " L] " .il • <J PAVEME,t,/T FINISHEJ? SURFACE <1 4 <J d <1 " L] 4 0 <I <1 " <l 4 <l 4 TOP OF FENCE TOP OF COPING PRIVATE COPING & FENCE ~ -t--~~~---------'-----"--------------<L------------==,------<J ---I q " L] <J " " Ll <I <1 & CMU a a + a -.;. ·- ·-"---' '-' , _______ _ - ' ..__ _____ _ --------------------~....-,.----------- WACHOVIA BANK PROFILE SCALE: 1 "= 10' A TV '-..' 1 CONC. RIBBON GUTTER --------------------------" ----------------------------IJ------·- -------,.-------------------w .....,J A ....... WYO "' ... ... sco o """ PLAN SCALE: 1'' = 1 O' - O'.) "' + "rv / / / / / / / ( -400 Cl UB HOUSE AVf.. 0 ~ --------------'--- 36" 1/6 1 1 /2" CHAMFERS ----#3 0 @ 18" W/ 3" COVER --LL '-11..JI--+-+------3" DIA. X9" BLOCKOUTS I TOP OF (E) COPING @ 8' O.C. MAX • I 27 __ .-1- 36" (E) PAVEMENT\_ ---- CLEAN AND PROTECT MIN. 12" EXIST. REBAR FROM BULKHEAD n 11 i---t--+------1•~ THREADED ROD X30" 4" COPING DETAIL N.T.S. LJ SECTION A-A N.T.S. LONG @ MAX 12" O.C. 12" EMBEDDED IN EPOXY L EMBEDMENT TO MATCH ADJOINING EMBEDMENT r---~ ~ <XJ a ' ; _ _JIL1 ~<J~--~"~7T-EXIST. COPING ~ 11 11 ,.,,,-EXIST. REBARS EXIST. PRIVATE BR ICK COLUMN 1 EXIST. PRIVATE CMU WALL 1 NEW FENCE POST CONSTRUCTION NOTES FLEXIBLE SEALANT {SUBMIT FOR APPROVAL) NEW FENCE POST I I I I I I EXIST. TIDE GATE STRUCTURE I d ____________ _j -12·~ II I 11 II {TO BE VERIFIED) NEW COPING NEW COPING I\,-, <t II II 4 NEW 1/6 REBARS PER COPING DETAIL 1 JOIN EXIST. 11 11 11 • . I • II , ',1_ -------7 L..J -,--------~--,q_ "' 11 11 11 ~f .:1 ,q ,--:::....-_-_-_-_-_ .• • d . " .d <J -----------~---' • • "' REMOVE EXIST. COPING; EXPOSE EXIST. REBARS TO PROVIDE MIN. 12" LAP WITH NEW REBARS • #3 tJ @18" (TYP) NEW #6 REBARS PER COPING DETAIL "' L] "' 0 4.s" I • 0 "' FLE XI BLE SEALANT {SUBMIT FOR APPROVAL) \ \\/\ \ / \/ / 6', 2"R 0 PROTECT IN PLACE 0 REMOVE EXISTING CHAIN LINK FENCE, POST, CMU, AND REINFORCED PCC COPING 0 CONST. NEW REINFORCED PCC COPING WITH FENCE POST BLOCKOUTS @ 8' O.C. MAX PER COPING DETAIL HEREON 0 INSTALL NEW GALVANIZED CHAIN LINK FENCE WITH 2" DIA. POSTS @ 8' MAX AND NON -SHRINK GROUT ® SAWCUT, REMOVE EXIST. PAVEMENT AND CONSTRUCT FULL DEPTH AC PATCHBACK AS REQUIRED TO PERFORM WORK (1' MIN.) RECORD DRAWINGS TheN Record Drawln91 haw been prepared boeed on information submitted, In part. by othen. Whl e this lnformot1on ti believed to be reliable, City of Newport Beach i• not reaponalble for lta accuracy. nor for erron or omluiona which may ha,.. baan incorporated Into these plane 01 o rault. -~ "' (/) I "' "' "° I 3- "' 0 a:, "' <( 3- 0, C -~ "' REF: R-5184-S; H-5047-S; D-5258-5 C-3657 -g, ,-,---,--------------.------'-----'----r:-:RE=VIE=wr.c::--D:-----,,----R-IV_O_A_L_T_O_C_O_P_IN_G_R_E_P_LA_C_E_M_E_N_T __ ~~ -q',PfF,SS/o,,--;,. 1--------------------------------!Sl ,_~ R-Dif·"'C ;::!, ~o ~o_,, PLAN & DETAILS ! .c LLOY ALTON, RCE 19111 ;'.]- No. 19111 PRI IPAL CIVIL ENGINEER ~ SOUTH END JOINT DETAIL: NORTH END JOINT DETAIL: PCJ:~ t::D~ES::::IG77:NE:::-D,-F-T0T -::'.DR::"."A'.7:WN7"": -F-TT-t-----C-ITY--O-F_N_E_W_P_O_R_T_B_EA_C_H __ --,,---H--5-1 _6_6_-S_--l f ._ _______________________ N ___ T._s _______________________________ N_.T_.s_. __________________ .L...N_o_ • ...1..._D_A_TE_....1._o_Es_c_RI_PT_Io_N_oF_RE_V1_s_Io_N_s ______________ L._ ___ q,_c_AL_I ___ .1,_cH_E_c_KE_D_: ,.aL.:,:R""D1,.D_A_TE_,.:.,7.1.;2~0~07:.i_ _____ P_U_B_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ____ ;_-s_H~E-E_T~~2;~~0~F~-2::._:.. __ ~J! CITY OF COST A MESA PACIFJC PROJECT LOCATION JOHN WAYNE AIRPORT ~ PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE Osco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE ~ FIRE HYDRANT I WM -WATER METER BOX & SERVICE D GM GAS METER -----©---VAL VE POWER POLE ANCHOR b, MONUMENT -x -x -x-FENCE ==== BLOCKWALL TREE SHRUBBERY ../LI. .LLL ..,IL,( .LLL ASPHALT PAVEMENT ;:;:;:•::\:'::\,''::\ BRICKWALK I> ·_._·_._· :I CONCRETE L/////A BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---Ii---CENTERLINE ----S----SEWER LINE -----W-----WATER LINE __ -G _ _ _ GAS LINE --E--POWER LINE -T--TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM :a: STREET LIGHT " SIGN F ==I GARAGE OPENING I I WINDOW * SPRINKLER Ct~ ~u :s 01' ) CITY OF IRVINE ~ PUBLIC WORKS DEPARTMENT FINLEY AVENUE AT 36TH STREET BULKHEAD REPAIR CONTRACT NO. 3657 R.C.E. NO. 36106 APPRoVED: __ A_c----'r~"----N~c"---1-TY-~-E-~-G-,N-~-:-·R--R-.c-.-E-. N_o ___ 1_9_11_1 __ DATE 1111d1, 2!1J7 I PROJECT LOCATION FINLEY AVE. CITY HALL ,...32_N_D __ ST_R~EET1 ---,:J'----.. ~□l=I ===!..,1 I ::::::::=~'--7 ~ \ I ~, =====l, :::::,=: \ I LOCATION MAP NOT TO SCALE 1. 2. 3. 4. 5. GENERAL NOTES THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS THE CONTRACTOR SHALL SUBMIT A BEST MANAGEMENT PRACTICE (BMP) PLAN FOR CONTAINING DEBRIS FROM THE PROJECT INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: A NO PLACEMENT OF CONSTRUCTION MATERIALS WHERE THEY COULD ENTER STORM DRAIN SYSTEM. B. CHECKING CONSTRUCTION VEHICLES FOR LEAKING FLUIDS. C. PROVIDING A CONTROLLED AREA FOR CLEANING OR RINSE -DOWN ACTIVITIES. D. MONITORING CONSTRUCTION ACTIVITIES. E. MINIMIZING USAGE OF WATER WHEN SAWCUTTING. F. PROVIDING MEASURES TO CAPTURE OR VACUUM-UP WATER CONTAMINATED WITH CONSTRUCTION DEBRIS. G. REMOVING ANY CONSTRUCTION RELATED DEBRIS ON A DAILY BASIS. THE BMP WILL BE APPROVED BY THE ENGINEER PRIOR TO ANY WORK. F Al LURE OF THE CONTRACTOR TO FOLLOW THE BMP PLAN WILL RESULT IN IMMEDIATE CLEANUP BY CITY FORCES AND THE BACK CHARGING OF THE CONTRACTOR FOR ALL COSTS PLUS 15 PERCENT. ALL REBARS SHALL BE EPOXY-GOA TED THE CONTRACTOR SHALL PROTECT ALL EXISTING TIE RODS IN PLACE ALL METHODS OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO SHORING, SHEETING, DEWATERING SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE. CD 0 CONSTRUCTION NOTES PROTECT IN PLACE REMOVE EXIST. SIDEWALK, C&G, AC PAVEMENT, UNCLASSIFIED MATERIALS AS REQUIRED; EXCAVATE TO EXPOSE EXISTING BULKHEAD TO DEPTH SHOWN; CONTRUCT BULKHEAD REPAIR PER PLAN; AND RECONSTRUCT THE REMOVED IMPROVEMENTS IN KIND. E 0 "' .,., "' " -0 -0 0 w £ = C, [D >, w C [;: (/) I r--<D i----------------------------------------4 "' I ? ~ SHEET INDEX □ 1---------------------------------------g- QJ [TI TITLE SHEET BULKHEAD REPAIR PLAN & DETAILS RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions wh ich may have been incorporated into th ese plans as a result. "' w C, C w ~ >-w C [;: If) I r-- "' "° I ? "' 0 [D "' <( ? "' C ·~ w C-3657 ·6, C .._----------------------,---------------------------,,------=:-:-::=:-::::-=-:-::-:-:-=:::-:-=:-:-:-::::-:-:-::~-:-:-:-:--:-=--:=:-::::------,"".".:::-::-:::-:-:-:--::-:=:-:'.".".=:::---r=:-:-:'."."'"-::::-::-::'."'.'.7.:'.".=:---r:-:=::'.".".':---=::-::-:~==---r---------t-===:---------,------------------------------t ~ FINLEY AVENUE AT 36TH STREET BULKHEAD REPAIR 0 EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED: ~tR~ DAY NIGHT -£~ CALL TOLL FREE SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 (800) 624-8153 1-800-422-4133 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 (800) 611 -1911 SBC/AT&T TELEPHONE COMPANY 611 611 BEFORE YOU DIG CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 {949) 644-3717 GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 ADELPHIA (714) 542-6222 (714) 542-6222 DA TE: i V ;t ti'\-' ~~/4,z_ COX COMMUNICATIONS DATE: ,t\l R.D,t~ C, .,.0 ,,, TONY ' TRAFFIC No. 19111 . 9-30- DATE: 8 -l-lJ. J. CM\, LLOYD DALTON, RCE 19111 ACTING CITY ENGINEER 1------------------------------1 ~ ~ TITLE SHEET -0 w ~ □ £ ;;J-"" [D 1---------,------+---------------------""T"--------1 ~ CITY OF NEWPORT BEACH H-5167-S ~ DESIGNED: DRAWN: FTT FTT 1----------1 ~ CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 1 OF 2 3-.___ ____________________ __. _________________________ __. __________________________ __. _________ ...._ ________ __.,__ ________ _._ ________ ..._ ___ __.,___ ..... ...._....., ____________________ _._ ______ __. ~ UNDERGROUND SERVICE ALERT (800) 422-4133 (800) 422-4133 LRD 7 20 07 I/ SCALE: 1 "= 10' I 7 I I ----------7 I PRIVATE DDCK I I I I PRIVATE DOCK r -l I I I I r-1 I ~--J ~----1 -------__ _J THE RIALTO : : I I I I I I I I I I I I I I (E) BOLLARD 1 (E) BULKHEAD & COPING 1 (E) CATCH BASIN 1 1.50' ~--· ----r----, -----0 -:~nn ~== == I I I I I I I I -) ___j I U.S. BULKHEAD LINE I I DECK I H' I _l.'.c -----J -------------- --------------: J I I 777 u/// § : I ~ ~Y'i'J '::-+::--::::':7.ll-;c-='. -2 -S-EE-PLAN--0-ETA-IL-HE-RE-ON-__ - w <.? <( : I I I I -3607-~ <.? I itPPR. LIMITS I I I ()F EXCAVA Tl N 1 BLOCK WALL ON TOP OF COPING I I I I ~ ----------~ ~ I l a I ~--------: -------------1 I 20' -I ,_I -tl-+-1~30-+-·1--+-I-+-------~~ : I I I ~ I -3605-;:: I j l I I I I ----------J~ I I I ~ I -3603-i I <.? I I I I I ----=----------=-=--J I ------------~ -- w <.? -3601-;:: <( 0 I I I I I I I I I I I ___ _U ---- ~---7 36TH ~ a ..LL/_ --_J ----~ : : ~ : r j ------1 I I ~ I I R/W : _ --l : i ~ ~ ( ,----------L I I I I I I I : 1 1 ~ I [ ...J 1 1 ~ I [ 1 t LL a : I I I I : I I I I : I I I I : I I I I I : I l ,J I : l I r 1 I : : w I I I I I '.;@ I -501-'1 I ~ : j I ~I LL ___ L_ I "'"---I / ------~ STREET -LLL - "" PLAN: SCALE: 1"= 10' EXIST. COPING B~ EXIST. CMU CURB -~ ON TOP OF COPING jWATER SIDEI SAWCUT EXIST. CMU CURB I 7" ...--;i -.---~7 ---7 A jsTREET s10EI l - A LIMITS OF BULKHEAD REPAIR BELOW .. .. .-I " • . <J T" - I I 4 " • I I I I I I . I "'. 1 •• • ;-'~ • •. I ,. _._ ~ • • . I .. J -- • 1 PLAN DETAIL SCALE: 1"= 1'-0" I I I I I I I I I I I ~-PRIVAIT SIDE I 1 EXTREME CARE TO PROTECT EXIST. BLOCK WALL 1 EXIST. COPING (PRIVATE) P/L ~ v' ---1 REMOVE EXIST. CONC. WALL, SIDEWALK, C&G, AC PAVEMENT, f---------1 UNCLASSIFIED MATERIALS AS NEEDED TO CONSTRUCT BULKHEAD r-------L _ -j REPAIR; AND RECONSTRUCT THE REMOVED IMPROVEMENTS IN KIND 1" R 5' ~ l 4 ~ <( 3" cj z 0 4 u 6 5 4 • ..,. N <l <1 4 <I <l <J <I r5 @ 12" LIFTS <1 TYP) \ t5 @ 12" LIFTS TYP) 1' \ <J ~ <1 n. .j4 LI >--------... ,- ~ q "" -4 -------... -------... \ C q r ii 4 4 <J \ ,.______ <1 4 -------... <J Ll <J 4 4 15" <1 •<l "' 0 Ll 18" SECTION A-A 7 -- I __ J l 1 EXTREME CARE TO PROTECT EXIST. BLOCK WALL 3 ' I I I I I I I I I 1---7 I L_) I I I C I I I l r-~ ~----rSAND LINE I ----I -- 1 I 1''¢ X 8" HOLE W/ EPOXY (TYP) CONSTRUCTION NOTES SCALE: 1·= 1'-o· 0 0 PROTECT IN PLACE REMOVE EXIST. SIDEWALK, C&G, AC PAVEMENT, UNCLASSIFIED MATERIALS AS REQUIRED; EXCAVATE TO EXPOSE EXISTING BULKHEAD TO DEPTIH SHOWN; CONSTRUCT BU LKHEAD REPAIR PER PLAN; AND RECONSTRUCT THE REMOVED IMPROVEMENTS IN KIND. REMOVE EXIST. 24-IN HIGH CONC. WALL AND RECONSTRUCT IN KIND REMOVE EXIST. & RECONSTRUCT PCC SIDEWALK PER STD-180-L -+, in "' EXIST. COPING EXIST. BULKHEAD -- l ------ t5 @ 12" LIFTS A TYP) 3"CLR . (TYP) CLASS 560 -C-3250 CONCRETE co 18" I "" I I 6" 6" SEAL AS NEEDED TO PREVENT SEAWATER INTRUSION DURING CONSTRUCTION -7 "' ~+--~---1 /2" BEAD OF POLYURETHANE OR APPROVED EQUAL (FULL DEPTH AT 4 LOCATIONS) _J....--7,,-----EXIST. BULKHEAD (PRIVATE) sL... SECTION C-C: SCALE: 1"= 1'-0" EXIST. BLOCK WALL 1 EXIST. CMU CURB~ I 1--- I I I .ef' ( --_J_ -----,-, I I EXIST. COPING 1 I C r I I I I I I ,---7 ~-J I I I I I I <l <J ,1 <J <I <J 4 4 <J Ll ,1 <1 Ll 4 <l <I ,1 <I ,1 4 <J 15" Ll 18" ' <D 6 <l <1 3 <J • N <1 <J 4 #5 @ 12" LIFTS (TYP) #5 @ 12" LIFTS (TYP) C l JOIN EXIST. CONC. WALL AT EXIST. JOINT I I I --,--- I ___ J_ __ _ 1 ___ 1 ___ 1 4 'ii <I 4 I \ <J \ I \ \ / / 4 <J .s' <J ,1 <1 ; ) 1'' ¢ X 8" HOLE W / EPOXY (TYP) REMOVE EXIST. SIDEWALK, C&G, AC PAVEVEMENT, UNCLASSIFIED MATERIALS AS NEEDED TO CONSTRUCT ,---, 1-----, BULKHEAD REPAIR; AND RECONSTRUCT THE REMOVED IMPROVEMENTS IN KIND . SECTION B-8 SCALE: 1"= 1'-0" RECORD DRAWINGS Thae Recor-d Drawings haw been prepared based on information .,bmltted, In part. by othere. v.tine thle Information 11 believed to be reliable, City of Newport Beach 1• not reapon11ble for Its accuracy, nor for errors or omI .. 1on11 which may haw b■-n Incorporated Into lh••• plans as a rnult. E 0 0, "' 0 a. "' er >, " C [;: (f) I r--- <D u'i I ? "' 0 CD O' <( ? "' C: -~ " REMOVE EXIST. & RECONSTRUCT TYPE "A" PCC C&G PER STD -182-L REMOVE EXIST. & RECONSTRUCT 4" AC/ 6"CMB REF R-5164-S C-3657 -~ .----r-------r-------------------------.----"'------r-----------------,-------------------------------t;;J- REVIEWED: FINLEY AVENUE AT 36TH STREET BULKHEAD REPAIR g NO. DATE DESCRIPTION OF REVISIONS No. 19111 :z:p. 9-30- 111 NEER i------------------------------f <( ;:e- BULKHEAD REPAIR PLAN & DETAILS 'O " ~ 0 .c ? CD i------,------+----------------------.---------f~ DESIGNED FTT DRAWN: FTT CITY OF NEWPORT BEACH H-5167-S \" 1---------1 ~ CHECKED: LRD DATE: 7 20 07 PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 ? ._ __________________________________________________________________________ .___...._ ___ ....._ _____________________ ___. ________ ....._ ___ .,;a;,;,;;.&..._--'-'.=,..,;.;.,1,,_ ____________________ .__ ______ __,G.: CITY OF COSTA MESA PAC/Fie ~ PROJECT LOCATION JOHN WAYNE > AIRPORT C'.;4, ½u 0'a ~ CITY OF IRVINE \JNi'i£RSln' VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) • POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE OSCO SANITARY SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SANITARY SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE ® STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE +0-FIRE HYDRANT BLK BLOCK CATV CABLE TV □WM WATER METER BOX & SERVICE Cl CAST IRON DPB PULL BOX 't CENTERLINE CNB CITY OF NEWPORT BEACH DGM GAS METER CL CLASS CLR CLEAR 01/N WATER VALVE C&G CURB AND GUTTER E EAST/ELECTRIC POWER POLE ANCHOR EC END CURVE ,6,. MONUMENT ECR END CURVE RETURN EVC END VERTICAL CURVE -x-x-x-FENCE EXIST EXISTING FDC FIRE DEPARTMENT CONNECTION BLOCKWALL FLG FLANGE ~ FE FLANGED END TREE FL FLOW LINE FM FORCE MAIN (l {J SHRUBBERY G GAS _LLL .LLL. .LLL ..Lit,(. ASPHALT PAVEMENT GV GATE VALVE GB GRADE BREAK : : :: ;:; : : : ;: : : ;: BRICKWALK GE GROOVED END IP&T IRON PIPE AND TAG 1· • . • I CONCRETE LT LEFT ~.!'.l'..!'..!'.l'.i!'.l'.l'./j M.L.L.W. MEAN LOWER LOW WATER BUILDING MAX MAXIMUM EXISTING CONSTRUCTION MJ MECHANICAL JOINT ----MINIMUM MIN -----PROPERTY LINE NG NATURAL GROUND N NORTH NEW CONSTRUCTION NTS NOT TO SCALE NO NUMBER ---'t--CENTERLINE OG ORIGINAL GROUND ----S----SEWER LINE PE PLAIN END PROP PROPOSED -----w-----WATER LINE PB PULL BOX RCP REINFORCED CONCRETE PIPE ---G---GAS LINE RET RETAINING RT RIGHT --E--ELECTRICAL LINE SCH SCHEDULE s SEWER --T--TELEPHONE LINE sea SEWER CLEANOUT -CATV-CABLEVISION LINE SMH SEWER MANHOLE SHT SHEET --SP--SPRINKLER SYSTEM SW SIDEWALK s SOUTH --¢ STREET LIGHT SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -0-SIGN STIL STEEL T TELEPHONE w WEST/WATER W/ WITH LEGEND I I AC PAVEMENT I; . I PCC IMPROVEMENTS PUBLIC WORKS DEPARTMENT 26TH STREET TIDE GATE STRUCTURE AND BULKHEAD IMPROVEMENTS CONTRACT NO . 3657 "' !s! s' _ ____, il5 ,__ iJ -i -~ 28TH DA TE: dvr..usr 3 2 007 DATE: ~ ,!/LJ7 # .£ ~ i' \, -.l=_==~r--;.;:; 26TH S7REET PROJECT LOCATION LOCATION MAP NOT TO SCALE GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE 'MTH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIF'rlNG THE ACTUAL LOCA TlON AND ELEVh TION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTIED TO GRADE BY OTHERS. 5. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE ANO GRADE OF EXISTING IMPROVEMENTS UNLESS NOTIED OTHER'MSE. 6. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE BAY AND BACKFILL 'MTH SAND 7. ALL REBARS SHALL BE EPOXY-COATED 8. CONTRACTOR SHALL PROTECT THE STREET FROM llDAL FLOODING. CONSTRUCTION NOTES G) PROTECT IN PLACE ® REMOVE EXISTING IMPROVEMENTS AS NOTED G) REMOVE EXIST. BULKHEAD, COPING, TIE-RODS, ANCHOR BLOCKS AND CONSTRUCT 16-FT DEPTH CONCRETE SHEET PILE BULKHEAD, COPING, DY'MDAG SYSTEM TIE ROOS AND ANCHOR BLOCKS PER DETAILS ON SHEET 4 0 REMOVE EXIST. C&G, AND RECONSTRUCT C&G TYPE "A" PER CNB STD. PLAN 182-L ® REMOVE EXIST. C&G, AND RECONSTRUCT CURB TYPE "B" PER CNB STD. PLAN 182-L ® REMOVE EXIST. PAVEMENT, AND CONSTRUCT 4"AC/6"CMB 0 REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT 4-IN PCC SIDEWALK ® REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT APPLICABLE PORTl9N OF COMMERCIAL DRIVEWAY APPROACH TYPE I PER CNB STD-160-L-A ® REMOVE EXIST. AND REINSTALL STREET LIGHT STANDARD TYPE V PER CNB STD-202-L-A @ REMOVE EXIST. AND INSTALL NEW STREET LIGHT PULL BOX PER CNB STD-204-L @ REMOVE EXIST. TIDE GATE STRUCTURE AND CONSTRUCT TIDE GATE STRUCTURE INCLUDING SLUICE GATE PER DETAIL ON SHEET 2, REF TO CITY STD. PLAN 204-L & 206-L FOR CABINET MOUNTING AND PULLBOX. COOR DINA TE 'MTH CITY'S ELECTRICAL DEPARTMENT FOR LOCA TlON OF CABINET AND POINT OF CONNECTION. @ INSTALL AUMA CONTROLS ELECTRIC ACTUATOR PER MANUFACTURER'S SHOP DRA'MNGS AND SPECIFICA TlONS @ INSTALL BILCO TYPE JD-3AL DOUBLE-LEAF DOOR PER MANUFACTURER'S SHOP DRAWINGS AND SPECIFICATIONS @ REMOVE EXIST. CONCRETE CURB ON TOP OF EXIST. COPING, CONSTRUCT COPING OVER EXISTING COPING AND ENCASE EXIST. STEEL BEAM PER DETAIL "C" ON SHEET 4 @ INSTALL GALVANIZED STEEL BOLLARD PER DETAIL ON SHEET 2 @ REMOVE EXIST. 30" RCP AND CONSTRUCT 24-IN SDR-35 PVC @ REMOVE EXIST. AND CONSTRUCT CONCRETE PIPE ANCHOR PER CNB STD-314-L @ REPLACE IN-KIND 2-IN WATER FIRE DEPARTMENT CONNECTION TO NEW COPING PER DETAIL ON SHEET ·2 @ INSTALL STEEL VAULT LADDER PER IRVINE RANCH WATER DISTRICT STANDARD DRAWING G-4 @ REPLACE & ADJUST SURVEY MONUMENT FRAME AND COVER TO GRADE @ REMOVE EXIST. AND REINSTALL STANDARD STREET BARRICADE PER CNB STD-900-L @ REMOVE EXIST. AND INSTALL STORM DRAIN WARNING SIGN (CITY TO PROVIDE NEW SIGN & POST) @ REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT 6-IN PCC SIDEWALK ' • ' ' . • i . ...------------------------------------------1. ' SHEET INDEX [j] Tl TLE SHEET W STREET IMPROVEMENTS PLAN [lj CONSTRUCTION PLAN FOR BULKHEAD. COPING, ANCHOR BLOCKS, AND TIE RODS 8) CONSTRUCTION DETAILS RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. r ' l i l ' ( ( ( . EL. + XX.XX = TOPOGRAPHIC ELEVATION (+XX.XX M.L.L.W.) = ELEV ABOVE OR BELOW M.L.L.W. (REF. DWG. R-5003-S, R-5258-S) C-3657 ' ...-----------------------r----------------------------.----------------------------,.;.-----------.---'----------r------------.-----------+------------r---------------------------------1/ REVIEWED: , CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (1991 .35 EPOCH). COORDINATES WERE DERIVED FROM 0.C. SURVEYORS GPS POINTS 6287 AND 6288. SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY 1-----------------------------l SBC/AT&T TELEPHONE COMPANY BENCHMARK: CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "J-782", A 3 ORANGE COUNTY SANITATION DISTRICT 3/4" ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST LOCATED IN THE ADELPHIA NORTHEAST CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND COX COMMUNICATIONS NEWPORT BOULEVARD. EL. = 7.142 FEET NAV088, 1995 ADJUSTMENT UNDERGROUND SERVICE ALERT DAY (800) 624-8153 (800) 611-1911 611 (949) 644-3011 (714) 962-2411 (714) 542-6222 (800) 422-4133 NIGHT (800) 624-8153 (800} 611-1911 61 1 (949) 644-3717 (714) 542-6222 (800) 422-4133 o~A~ GENERAL SERVICES DIRECTOR DATE: _.R._-_'.'2~-_0_:Y __ _ APPROVAL RECOMMENDED: ~-'ivE MYITT UTILITIES DIRECTOR APPROVAL RECOMMENDED: TONY BRIN C 5521 TRAFF! ENGINEER DATE: 8-/-lJ7 No. 19111 xp. 9-30-07 C l., TITLE SHEET LLOYD DAL TON, RCE 19111 ( ( . ( < ACTING CITY ENGINEER 1-----.--------...----------------------r----------1~ DESIGNED: DRAWN: H-5165-S FTT FTT CHECKED: DATE: LRD 7 20 07 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 1 OF 4 m u SL 1 CL u 0c'. a 0 INSTALL 3" PVC CONDUIT (INCLUDING HANDHOLE IF REQUIRED) PER SCE REQUIREMENTS SL CONDUIT 1 PARKING 1 METER 10 9 SEE ELECTRICAL 11 PLAN HEREON '--' o;,JUJ u f--4. 0 <O<O z ""!f""; u.J r--<0 ,I BEG BULKHEAD/COPING / 11+83.16, 24' L ! 2 CL u ,,, 8" 48" 8" 5• 10" rR/W --"4---_........, __ ~----= -+------'----,-+-'-- vJ ---w +----W---+--W-+--vr--~~------11-"' IL STEPS I! r c• 10+50 t-----1--t--- W- --G --- w--- -t-----SL I --\ --+---~-----5L---"'t----j- ---G----+-G ---'---G - EXIST. IMPS. 1 BALBOA BOAT YARD PLAN SCALE 1" = 10' "' "> OJ m t--u... <O <ON +oo :::: r....: r--'. -----~ ~ I _;...--- FENCE & POST w z 1 EXIST. CONG. WALL END COPING AT FENCE 11+92.93, 21.18' R 12" i I d • . 4 : 8'' . 4. ' Cl() • • AUMA CONTROLS ELECTRIC ACTUATOR DOUBLE-LEAF DOOR BILCO TYPE JD-3AL. . 4 , •. . J . .. . • ., • ELECTRICAL CONDUIT • • ·J • PLAN VIEW OF VAULT SCALE 1• = 2'-0" 48" 13 A 24" SDR-35 PVC BULKHEAD JOINT @ CENTER LINE OF 24" PVC NEW BULKHEAD & COPING 5" 10" 5" STAINLESS STEEL UNISTRUT CLAMP #4 @ 6" OC EACH WAY (18" LAP MIN. REBAR; TYP. ALL WALLS) "'tr 12 8" EL = 8.67 TOP OF COPING (+9.00 M.L.L.W.) REPLACE IN-KIND EXIST. 2" FDC ____ ____ : I -~-----TO TOP OF NEW COPING EXIST. 2" W \ TO PRIVATE DOCK TIDE GATE STRUCTURE SEE DETAIL HEREON I , ____ EXIST. BULKHEAD & I I 11 --------------------- COPING TO BE REMOVED\ I I J L , \ y--L,---=----::_ -~ VEXIST. 2" W TO BE REMOVED r,;=_ =-=fr""· =.s I I I I , . ' : . - I I II CUT EXIST. 2" W FOR I 7 I BULKHEAD REMOVAL & CONNECT TO NEW 2" W EXIST. ~w\ -I-I __ -,,,:._1-:L.i:----~-=2_%_.,.,, .-.• ---,----N-Ew_s_w...,..,..,"""T-til : • ~ 4 • ~1· -~·~ ) I I I I EXIST. 2" W\ C~~~-~t::::=====:r:=======================::'J CONSTRUCT 2" W IN-KIND 6.5'± FIRE DEPARTMENT CONNECTION RELOCATION • ________ J JOIN TO EXIST. 2" W TO PRIVATE DOCK NEW COPING PVC CONDUIT PER SCE REQUIREMENTS n I L __ _ ------ L 30" RCP ,-, \ \------- \ I \ \ ',---E ~~--,-E ----1- I I I \ ' ' ' ' CURB BOLLARD 0 ,, 24" SDR-35 PVC I i1 ffi:.+-------'- PVC SCH 80 PULL BOX #3 1/2F PER CNB STD-204-L. LID TO READ "ELECTRIC" SERv1CE CABINET PER CNB STD-206-L (EXACT LOCATION TO DETERMINED BY ENGINEER) BREAKER AS REQUIRED. ELECTRICAL PLAN N.T.S. ;,, " 4 ;,, " , -- 12" 1,,,----4 1/2" PIPE 0.2 O.D. GALVANIZED STEEL 5" THICK, WITH ROUNDED P BACKFILL '111TH PCC. PCC CA /BACKFIL L WITH PCC I - #5 (TYP. AROUND ALL-~ OPENING MIN. 2" CLR.) RUBBER GASKET AROUND PIPE (SUBMIT FOR APPROVAL) 19 SLUICE GATE -+--STAINLESS STEEL ANCHOR BOLTS, NUMBER AND SIZE PER MANUFACTURE INSTRUCTIONS. r-1" RUBBER GASKET AROUND PIPE (SUBMI T FOR APPROVAL) 24" SDR-35 PVC C C L .::: N. T.S. NOTE: CONTRACTOR SHALL PERFORM THE (DIAGRAMMATIC ONLY, ACTUAL LAYOUT TO BE DETERMINED IN FIELD BY THE ENGINEER) BOLLARD DETAIL GENERAL NOTES 1. CONTRACTOR SHALL SUBMIT BULKHEAD CLOSURE PANEL DETAIL AND JOINT AT EXISTING BU LKHEAD DETAIL FOR APPROVAL; ALL BULKHEAD JOINTS SHALL BE WATER-LEAK PROOF. 2. EXIS1lNG TIE RODS, ANCHOR BLOCKS ARE NOT SHOWN ON THE PLAN; CONTRACT SHALL REMOVE & DISPOSE THEM FOR NEW IMPROVEMENTS. 3. CONTRACTOR SHALL PROTECT AUL PRIVATE IMPROVEMENTS AT ABOVE AND BELOW GRADES; ALL COSTS FOR SHORING AND SHEETING SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE. FDC RELOCATION IN COMPLIANCE TO FIRE DEPARTMENT REQUIREMENTS CONSTRUCTION NOTES (i) PROTECT IN PLACE 0 REMOVE EXIS TING IMPROVEMENTS AS NOTED © REMOVE EXIST. C&G, AND RECONSTRUCT C&G TYPE "A" PER CNB STD. PLAN 182-L N.T.S. #4 @ 12" OC EACH WAY ® REMOVE EXIST. C&G, AND RECONSTRUCT CURB TYPE "B" PER CNB STD. PLAN 182-L U: ® REMOVE EXIST. PAVEMENT, AND CONSTRUCT 4"AC/6"CMB :E 0:: _J (_) ,.,., (;; (j) REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT 4-IN PCC SIDEWALK SECTION A-A ~ ® REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT APPLICABLE PORTION OF COMMERCIAL DRIVEWAY APPROACH SCALE 1" = 2•-0• J: TYPE I PER CNB STD-160-L-A "' ® REM OVE EXIST. AND REINSTALL STREET LIGHT STANDARD TYPE V PER CNB STD-202-L-A '? I @ REMOVE EXIST. AND INSTALL NEW STREET LIGHT PULL BOX PER CNB STD-204-L ,;; ® REMOVE EXIST. TIDE GATE STRUCTURE AND CONSTRUCT TIDE GA TE STRUCTURE INCLUDING SLUICE GATE PER ~ DETAIL HEREON, REF. TO CITY STD. PLAN 204-L & 206-L FOR CABINET MOUNTING AND PULLBOX. COORDINATE ~ WITH CITY'S ELECTRICAL DEPARTMENT FOR LOCATION OF CABINET AND POINT OF CONNECTION. RECORD DRAWINGS 3 @ INSTALL AUMA CONTROLS ELECTRIC ACTUATOR PER MANUFACTURER'S SHOP DRA'MNGS AND SPECIFICATIONS n,-Reccrd Drawing• haw be., proparocl baaoc! on information oubmittocl, in part. by -§ @ others. 'Mine this Information ls believed to be reliable, City of Newport Beach is not a; 13 INSTALL BILCO TYPE JD-3AL DOUBLE-LEAF DOOR PER MANUFACTURER 'S SHOP DRAWINGS AND SPECIFICATIONS .-_analble 1or Its accuracy, ncr for""''"'., omission• which may ha"" been incorporated ~ Into these plans as a result. @ INSTALL GALVANIZED STEEL BOLLARD PER DETAIL HEREON 1 @ REMOVE EXIST. 30" RCP AND CONSTRUCT 24-IN SDR-35 PVC ,..(R...:E_F_. "TDW_G.:.._._R_-_5_0.:...03_-,s.:..., _R_-_52_5_8_-....:s) _________________ --,---------.-=-=::-------.------------------------C_-_3_6_5_7---f j @ REMOVE EXIST. AND CONSTRUCT CONCRETE PIPE ANCHOR PER CNB STD-31 4-L REVIEWED: c / @ REPLACE 2-IN WATER FIRE DEPARTMENT CONNECTION TO NEW COPING PER DETAIL ON SHEET 2 "?'11-lFF.Ss/ ] @) "\)R-D-4 "a~ STREET IMPROVEMENTS PLAN C ~ INSTALL STEEL VAULT LADDER PER IRVINE RANCH WATER DISTRICT STANDARD DRAWING G-4 -.:,,0 ,~ ~ @ REPLACE & ADJUST SURVEY MONUMENT FRAME AND COVER TO GRADE LLO DALTON, RCE 19111 3 a: @ REMOVE EXIST. AND REINSTALL STANDARD STREET BARRICADE PER CNB STD-900-L No.l9:i\,1! I--P_R_I _C_IP_A;:_L _C..-IVI_L_E_N_G_IN_EE_R_+----------------------....---------1 ~ 0 REMOVE EXIST. AND INSTALL STORM DRAIN WARNING SIGN (CITY TO PROVIDE NEW SIGN & POST) DESIGNED: FTT DRAWN FTT CITY OF NEWPORT BEACH H-5165-S ~ 'e,J 1----------f ~ @ REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT 6-IN PCC SIDEWALK NO. DATE DESCRIPTION OF REv1SIONS CHECKED: LRD DATE: 7 7 07 PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 ,,-L,_ __________________________________________________________________________ .1...._..J... ___ ---L----------------------I..-----------L---~::a.i.. __ ,;,.,..:..i.::,.;.i_ ____________________ ..1-______ __.,_;: 1 VJ -SI -r. i \_I f----+--E -----E I y' "' u u 0 0 ....J ....J CD m I :r' u-o-....J z"< ....J z"< <(0 0 <(O 0 "' <D '-'+ 0 o + 0 w o .,.; Z o 0, "'--w- " \IV i ' " -- " 30" RCP 5 -----s>--+----E > <( 0 X w 11 • ·50 1 \ .~/ " <I\ i· •. E~ '-'--. <J I I J::..:O:c.lN'--=EXc:.IS::.c~c:..· -"IM"'P-"R"'OVE=M=E'-'NT.c.cS'----_ __,./ LIMIT OF CONSTRUCTION TO 26TH STREET . ~~ BE DETERMINED BY CONTR ACTOR ~ .......___ ----- SAW CUT EXISTING PAVEMENT; LIMIT OF EXCAVATION TO BE DETERMINED <I " Ll <1 .. <I .. (TYP)Q_) <I <I w " 0 " -r-zr" r ' <J :,: ~;'? ct:: ~~ "" o+ 0 zo w-"' 6 <I " ' <1 .cl U) " D 0 " fr'. o" " I >-w f-. i= - PLAN SCALE 1" = 5' 21' .. .ll " 10' ., .cl .. " " .. <J <I . ➔-, "- I _______":,._ EXIS; FENC;J \ . NOTE: I TOP OF COPING EL. 8.67 +9.00 M.L.L.W. BY CONTRACTOR; ALL COST OF SHORING AND SHEETING SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE • • (EL 7.35) ±========::!=========t=====E"'=L=E=V~.~P_,cE=R~-'-P=L~AN~t~~b:d • ::i ' " • -•• ·• , • TOP OF PILE EL. +6.09 • BOT. OF COPING EL. +5.67 ---• 0. 0 "' ANCHOR BLOCK & TI E ROD SHOWN FOR REFERENCE ~ ,,-..,4..e··.:.i·. • EL. +4.6 SAND BOTTOM OF PILE EL. -9.91 ( -9.58 M.L.L. W.) SECTION AT VAULT N.T.S. EL. -1.48 INV I I I I I • I i I CONTRACTOR SHALL REMOVE AND DISPOSE DEBRIS AND BACKFILL WITH SAND TO MAINTAIN EXISTING GRADES i 17 . .. EL. -1.60 INV I I I I I l -[j SCALE 1" = 5' SAW CUT EXISTING PAVEMENT; LIMIT OF EXCAVATION TO BE DETERMINED GENERAL NOTES 1. CONTRACTOR SHALL SUBMIT BULKHEAD CLOSURE PANEL DETAIL ANO JOINT AT EXISTING BULKHEAD DETAIL FOR APPROVAL; ALL BULKHEAD JOIN TS SHALL BE WATER-LEAK PROOF. 2. EXISTING TIE RODS, ANCHOR BLOCKS ARE NOT SHOWN ON THE PLAN; CONTRACT SHALL REMOVE & DISPOSE THEM FOR NEW IMPROVEM ENTS. 3. CONTRACTOR SHALL PROTECT ALL PRIVA TE IMPROVEMENTS AT ABOVE AND BELOW GRADES; ALL COSTS FOR SHORING AND SHEETING SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE. CONSTRUCTION NOTES 0 PROTECT IN PLACE 0 REMOVE EXISTING IMPROVEMENTS AS NOTED 0 REMOVE EXIST. BULKHEAD, COPING, TIE-RODS, ANCHOR BLOCKS, AND CONSTRUCT 16-FT DEPTH CONCRETE SHEET PILE BULKHEAD, COPING, DYWIDAG SYSTEM TIE RODS AND ANCHOR BLOCKS PER DETAILS ON SHEET 4 0 REMOVE EXIST. C&G, AND RECONSTRUCT C&G TYPE "A" PER CNB STD. PLAN 182-L ® REMOVE EXIST. C&G, AND RECONSTRUCT CURB TYPE "B" PER CNB STD. PLAN 182-L ® REMOVE EXIST. PAVEMENT, AND CONSTRUCT 4"AC/6"CMB (j) REMOVE EXIST. IMPROVEMENTS AND CONSTRUCT 4-IN PCC SIDEWALK @ REMOVE EXIST. CONCRETE CURB ON TOP OF EXIST. COPING, CONSTRUCT COPING OVER EXISTING COPING AND ENCASE EXIST. STEEL BEAM PER DE TAIL "C" ON SHEET 4 @ REMOVE EXIST. 30" RCP AND CONSTRUCT 24-IN SDR-35 PVC @ REMOVE EXIST. AND CONSTRUCT CONCRETE PIPE ANCHOR PER CNB STD-314-L 21' 6 ELEV. PER PLAN 10' TO 21' TOP OF COPING EL. 8.67 +9.00 M.L.L.W . BY CONTRACTOR; ALL COST OF SHORING AND SHEETING SHALL BE AT THE CONTRACTOR'S SOLE EXP ENSE (0.5%) ~=±===========t==========~ TOP OF PILE EL. +6.09 • BOT. OF COPING EL. +5.67 SAND LINE EL. +3.00 EL. VAR. + 1.0 TO +4.6 j< • :::::-...._ ~CKFILL WITH SAND TO MAINTAIN EXISTING GRADES ... •• >>_,.,,,_ .~·.·. CONTRACTOR SHALL REMOVE AND DISPOSE DEBRIS AND .•• {£{(: --...._(~ ~)___ BOTTOM OF PILE EL. -9.91 ( -9.58 M.L.L. W.) TYPICAL SECTION N.T.S. RECORD DRAWINGS TheH Record Orawingl!I have been prepared based on information submitted, In port. by otheni. While this infonnatioo ie believed to be reliable, City of Newport Beach ia not reapon■lble fa,-lta accuracy, nor for erroni or omlasions which may how been incorporated Into these plans as a result. --------- C 3 -c Cf I "' 0:: ~ "' I I / C 3 -c / -c C • .s:: -" ci' -c C u. .c -0:: " if I "' 0:: ~ "' I I / Ct C II Ct <! I / C C C • • C ·c C u. (REF. DWG. R-5003-S, R-5258-S) C-3657 "c: ,'---,------,------'-------------------.---------""T""-----------r------------------------------lSi REVIEWED: c CONSTRUCTION PLAN FOR -:;: • C BULKHEAD , COPING , ANCHOR J LLO DALTON, RCE 19111 BLOCKS , AND TIE -RODS i PRI CIPAL CIVIL ENGINEER o. 1------.---------------------------~---------I / DESIGNED: FTT DRAWN, FTT c1TY oF NEWPORT BEACH 1--H_-_s_1_6_s_-_s---1 i NO. DATE DESCRIPTION OF REVISIONS CHECKED: LRD DATE: 7 7 07 PUBLIC WORKS DEPARTMENT SHEET 3 OF 4 .,.. '--------------------------------------------------------------------------------"--..1..----..... ----------------------..1..--------...1.-----'".:.:a:.1.-----'-'-'-'-::.;.1,-----------------------'---------'.;. co - 5" 1 1 /2" CHAMFERS 1 1 /2" CHAMFERS 20" 20" El. 8.67 TOP OF COPING ( +9.00 M.L.L.W.) N <J ~-#4 CONT. TOTAL 4 IN TOP El. 8.67 TOP OF COPING (+9.00 M.l.l.W.) ,N ..---/14 CONT. (TYP) <J .+-+ ...... ~ #4 U @ 12" 0.C. W/ 3" COVER I .---REMOVE (E) CONC. CURB ,, 4 1 /2" 0 MIN PVC PIPE 4, ~-2-#9 X 3'-6" 1 /2" 0 MIN PVC PIPE <J Ll <J 4 L1 4 PL .3/4" X 7" X 7" BEVELED PLATE HEX NUT FILL 'MTH NON- SHRINK GROUT ~-PLUS 2-#4 TIES EA. SIDE OF TIE ROD (TYP.) .,.,-----#4 CONT. (TYP) ,,---VERT. SHEET PILE STEEL PROTECT (E} STEEL BEAM IN PLACE-~--t+--1Lc~1r· 1 I I l;J I I ..----#4 U @ 12" O.C. W/ 2" COVER El. 7.3 TOP OF (E) COPING 1~____r::_J_l_:l;:::::;;:::;.:~=t-t----1•qi THREADED ROD X18" LONG @ MAX 12" O.C. 6" EMBEDED IN EPOXY ' CD " q <.D n 1-1/2"¢ TIE-ROD (ASTM A722) 2'' CLR. #4 TIES @ 12• 0.C. W/ 3" COVER .,--PLUS 2-#4 TIES EA. SIDE OF TIE ROD (TYP.) I <. I 3"CLR SEAL _l-----f-HEX NUT PVC PIPE COUPLER TIE-ROD COUPLER CENlRALIZER @10'-o· o.c. GROUT W/ "INTERPLAST-N" MANUFACTURED BY SIKA CORP. 2-1/2'~ PVC SCH 40 ,'.\ 4 " N EL. 6.09 TOP OF PILE <J d 1--_;-·+----'-EL. 5. 67 BOT OF COPING 5" ,'.\ <J 4 ----+--PL 3/4" X 8" X 8" PERPENDICULAR TO TIE-ROD AXIS NEW BULKHEAD & COPING SEE DETAIL HEREON Ll '-'--1/6 CONT. TOTAL 8 (5 FRONT FACE, 3 BACK FACE) L-~----'""'----'---' ~-#4 TIES @ 8" O.C. ANCHOR BLOCK DETAIL N.T.S. TIE ROD DETAIL N.T.S. NOTE: TIE-RODS AND THEIR ACCESSORI ES SHALL BE HOT DIP GALVANIZED . EXIST. BULKHEAD --, I Ll LAND SIDE ,.., I I I I I I --------4'± (FIELD VERIFY)--------• . <1 4 I I • 0 --Ll <I • Ll <J 4 Ll ·q WATER SIDE BULKHEAD CLOSURE PANEL (SEE SHEET PILE HEREON FOR REINFORCEMENT} NOTES: 1. BULKHEAD CLOSURE PANEL DEPTH SHALL BE 16 FT OR EQUAL TO THE ADJACENT EXISTING BULKHEAD, WHICHEVER IS LESS. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR BULKHEAD CLOSURE PANEL, BULKHEAD & COPING JOINS TO EXISTING FOR THE ENGINEER'S APPROVAL; ALL JOINTS SHALL BE WATER TIGHT. DETAI L "D" N.T.S. Ll <J <J 4 4 "' I . I I " I I "' • I 4 I I 1 #3 TIES, SEE ELEV. FOR SP ACING 1/6 VERTICAL 2"CLR 2"CLR 4.00' I SECTION B-B u..: z w a:: .,_;:: et: N ~.I N 0 z ~ X w I I I I I I I I I :: I I I ; -,---+--,: --L _l -= ' '° (J) I .1 w I-I __ -I--+ ~+--+----t----t -- I I ------- 1 I I----+ -- I I ,r-i-- lL-1 __ l I I lt----t-- "o@ .1 (J) <D NW -i= : I I ,---- 1 I I :1----t-- : I I :r-i-- lL-1 __ B r- l I I lt----t-- : I I I I I ~ ~ I I I I I I ' LJ -l----+ t--t I I -- 1 I -l----+ I I 1 7 LJ I I t--t I I -- 1 I -l----+ I I 1 7 LJ I I t-i I I ,------ ' I I I 1 1 1/6 VERTICAL @ 10" MAX ( SEE SECTION) B -i +-+-+~ I----+ ---l--i 'o ; : r 7 --+-➔ ~ ·~ ~ ! r --r ='= Ro/ aJ ~ 1Ll__l _l; - ' 4' I 12" ELEVATION CONCRETE SHEET PILE N.T.S. 5" " COPING DETAIL N.T.S. 2-#5 @ 4" EACH FACE OF PANEL DETAIL AT OPENING N.T.S. CLR. NEW BULKHEAD 4' . . . • CONCRETE SHEET PILE . . . ,. 2" CLR. ' 0 I <l<l <} I "' L] ' 7~ u' <l " I <1 4 I '-' I q I I cl " + COPING DETAIL "C" N.T.S. <l .• DETAIL "B" N.T.S. 1/8" GROUT PANEL JOINT GROUT FILL CLASS "A" MORTAR TYPICAL PANEL JOINT N.TS. RECORD DRAWINGS These Rec:ord Drawlnp hCJW been prepared bolled on information aubmitt9d. In part. by others. Whle this Information is believed to be reliable, City of Newport Beach is not rnponslble for its accuracy, nor for errors or omissions which mC!y howt been iicorpornted Into these plc.1n1 as a result. C ,: 'C lf. I "' <C ci: -lf. lf. I "' <C ~ "' I I / (l: C a: (l: <( I / C C C ~ ~ C C C LL (REF. DWG. R-5003-S, R-5258-S) C-3657 -;::: ,--,-----,-----------------------,----------,----------.-------------------------------I C NO . DATE DESCRIPTION OF REVISIONS No. 19111 xp. 9-30-07 I REVIEWED; ;"' CONSTRUCTION DETAILS / 'C ~ C .£ lf. / LLOY. DALTON, RCE 19111 3: PR CIPAL Civil ENGINEER [ f-----~-----+-------------------------------1/ DESIGNED: FTT DRAWN FTT CITY OF NEWPORT BEACH H-5165-S ~ 1--------~ CHECKED, LRD DATE, 7 7 07 PUBLIC WORKS DEPARTMENT SHEET 4 OF 4 :;; ._ ______________________________________________________________________________ .._ _ _,_ ____ .._ ______________________ _,_ ________ _. ___ ~~--...;,,;..;...;;;,,;.i _____________________ .....j...;.. __ ...;.. __ ,.;;.......1 .;. CITY OF COSTA MESA JOHN WAYNE AIRPORT ½',t.,; ~us 3' 0, '? I CITY OF _., IRVINE # UN\\/£RSl1'1 PUBLIC WORKS DEPARTMENT 1. 2. GENERAL NOTES ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION". 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN TIHIS CONTRACT'S SPECIAL PROVISIONS. THE CONTRACTOR SHALL SUBMIT A BEST MANAGEMENT PRACTICE (BMP) PLAN FOR CONTAINING DEBRIS FROM THE PROJECT INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: A. NO PLACEMENT OF CONSTRUCTION MATERIALS AND DEBRIS WHERE THEY COULD ENTER INTO TIHE BAY B. CHECKING CONSTRUCTION VEHICLES FOR LEAKING FLUIDS. C. PROVIDING A CONTROLLED AREA FOR CLEANING OR RINSE-DOWN ACTIVITIES. D. MONITORING CONSTRUCTION ACTIVITIES. E. MINIMIZING USAGE OF WATER WHEN SAWCUTTING. F. PROVIDING MEASURES TO CAPTURE OR VACUUM-UP WATER CONTAMINATED WITH CONSTRUCTION DEBRIS. G. REMOVING ANY CONSTIRUCTION RELATED DEBRIS ON A DAILY BASIS. H. PROTECTING WORK AREAS FROM EROSION. THE BMP WILL BE APPROVED BY THE ENGINEER PRIOR TO ANY WORK. FAILURE OF THE CONTIRACTOR TO FOLLOW THE BMP PLAN WILL RESULT IN IMMEDIATE CLEANUP BY CITY FORCES AND THE BACK CHARGING OF THE CONTRACTOR FOR ALL COSTS PLUS 15 PERCENT. 3. TIHE CONTRACTOR SHALL PROVIDE CHAIN LINK FENCE AROUND THE CONSTRUCTION SITIE; THE CONTRACTOR SHALL SUBMIT A FENCE PLAN TO THE ENGINEER FOR APPROVAL. 4. 5. 6. TIHE CONTRACTOR SHALL SUBMIT A DEMOLITION ACCESS PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VIERIFYING TIHE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. PROJECT LOCATION VIA LIDO WALL REPLACEMENT ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 7. CONTIRACTOR SHALL PROVIDE AND REPLACE CITY UTILITIES (e.g. WATIER VALVES, WATIER METER, SCO, SURVEY MONUMENTS, PULL BOXES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. ~ PROJECT LOCATION CONTRACT No. 3657 8. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 9. CONTRACTOR SHALL FURNISH & RECONSTRUCT THE REMOVED OR DAMAGED IMPROVEMENTS CAUSED BY CONSTRUCTION ACTIVITIES (PLANTING & IRRIGATION SYSTEM BY OTHERS). VICINITY MAP NOT TO SCALE APPROVED: ~~ ~ICWORKSDIRECTOR R.C.E. NO. 361 06 I CONSTRUCTION NOTE INDEX 0 PROTECT IN PLACE 0 REMOVE & DISPOSE OF EXISTING CRIB WALL, FOOTING, RIPRAP ROCKS, COARSE GRAVEL MATERIALS, PLANT MATERIALS, ETC. FOR THE NEW RETAINING WALL SYSTEM SYMBOL ABBREVIATIONS APPROVED: ___ 1-,.0£✓.,_',/""'---K-=-c""~-::=----------DATE:~z.t07 G) REMOVE & DISPOSE OF EXISTING WOOD POST WITIH CHAIN BARRIER (IN ADDITION TO GREENBOOK SECTION 1-3.2) • POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE OSCO SANITARY SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SANITARY SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE ® STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE • FIRE HYDRANT BLK BLOCK CATV CABLE TV □WM WATER METER BOX & SERVICE Cl CAST IRON PULL BOX It CENTERLINE □PB CNB CITY OF NEWPORT BEACH DGM GAS METER CL CLASS CLR CLEAR ®WV WATER VALVE C&G CURB AND GUTTER E EAST/ELECTRIC POWER POLE ANCHOR EC END CURVE fj, ECR END CURVE RETURN MONUMENT EVC END VERTICAL CURVE -x-x-x-FENCE EXIST EXISTING FLG FLANGE BLOCK WALL FE FLANGED END • FL FLOW LINE TREE FM FORCE MAIN G GAS 00 SHRUBBERY GV GATE VALVE ASPHALT PAVEMENT GB GRADE BREAK ..a,&,..ai.~""'"-GE GROOVED END ::: : :::: ::: ::::: BRICK WALK IP&T IRON PIPE AND TAG LT LEFT I ·•• • -· 1 CONCRETE MAX MAXIMUM : .•... .'-... : : ·_ : MJ MECHANICAL JOINT ~ / LLLLLLLL;t BUILDING MIN MI NIMUM EXISTING CONSTRUCTION NG NA TUR AL GROUND ----N NORTH ----PROPERTY LINE NTS NOT TO SCALE NO NUMBER NEW CONSTRUCTION OG ORIGINAL GROUND PE PLAIN END ---It---CENTERLINE PROP PROPOSED ----S----SEWER LINE PB PULL BOX RCP REINFORCED CONCRETE PIPE -----w-----WATER LINE RET RETAINING RT RIGHT ---G---GAS LINE SCH SCHEDULE s SEWER --E--ELECTRICAL LINE sco SEWER CLEAN0UT SMH SEWER MANHOLE --T--TELEPHONE LINE SHT SHEET -CATV-CABLEVISION LINE SW SIDEWALK s SOUTH --SP--SPRINKLER SYSTEM SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -¢ STREET LIGHT STL STEEL T TELEPHONE -u-SIGN w WEST/WATER W/ WITH FINLEY A~ §2 i:i5 I--a:: 0 ~ LLl 2: (SJ CITY HALL 32ND AC¥CITY ENGINEER R.C.E. NO. 19111 ~ \il (j \1A MALAGA I STREET STREET i LOCATION MAP NOT TO SCALE -PROJECT AREA PROJECT LOCATION WEST LIDO CHANNEL 0 REMOVE & DISPOSE OF EXISTING BENCH FOUNDATION AND SALVAGE EXISTING BENCH ® REMOVE & DISPOSE EXISTING WOOD MOW STIRIP © REMOVE & DISPOSE OF EXISTING TRASH CAN HOLDER @ CONSTRUCT RETAINING WALL SYSTEM, BACKFILL, SUB-DRAIN, AND WALL RELA TIED DRAINAGE SYSTEM PER APPROVED SHOP DRAWING SUBMITTALS @ CONSTRUCT 8'x4' CONCRETE BENCH FOUNDATION PER DETAIL ON SHEET 3 AND REINSTALL EXISTING BENCH @ PROTECT IN PLACE OR REMOVE AND REINSTALL STREET LIGHT STANDARD TYPE V AND PULL BOX PER CNB STD-202-L-A, AND SID-204-L @ CONSTRUCT CHAIN BARRIER PER DETAIL ON SHEET 3 @ CONSTRUCT PCC MOW STRIP PER DETAIL ON SHEET 3 @ INSTALL TRASH CAN HOLDER IN-KIND ON 2'X2'X6" PCC PAD I . ' ' ' • < J----------------------------------------1 • " SHEET INDEX C / J-----==----------------------------------1 · [!] 0 0 TITLE SHEET WALL REMOVAL PLAN PROPOSED RETAINING WALL LAYOUT RECORD DRAWINGS These Record Drawings have been prepared based on inform ation subm itted, in port, by others. Whil e this in formation is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporat ed into these plans as a result. ( J ' ( • , t • ' C " ( ' ' L C-3657 , l------------------..------------------------------,--------:::-:-:==--::::-=:-:-::-:-:-==:--=::-:--:-=-::-:::::-:--:-:--::--::=:=-=-----,;==:-:-::=::-::-:=::::---,--:=:::::-::-:--:===:;:;;---,-~=:::--====--r---------1r;;;:::;:;:::;:;;-------r---------=--::-::--:--::::-:=-:-::-:--:--:--:----:::==-=--=-==-=:-::=---------i : EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED REVIEWED: VIA LIDO WALL REPLACEMENT ; BASIS OF BEARINGS: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG COORDINATES AND BEARINGS ARE BASED ON ORANGE COUNTY SURVEYORS GPS POINTS DAY NIGHT ~ ~f!'.SS[ 1-----------------------------f . ~~ RDA,: ..,o ..., 6288 AND 6300. COORDINATES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 (800) 624-8153 n _. ,\/\ .,. (CCS83), ZONE VI, 1983 NAO, (1991.35 EPOCH OCS GPS ADJUSTMENT). SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 (800) 611-1911 ~ BENCHMARK. SBC/AT&T TELEPHONE COMPANY 611 611 ~~ TONY BRINE E 5521 LLOYD DALTON, RCE 19111 ' CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR TRAFFIC ENGINEER No. 19111 PRINCIPAL CIVIL ENGINEER ELEVATIONS ARE BASED ON COUNTY OF ORANGE BENCH MARK NB3-18-88, A 3 3/4" OSC ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 • 9-30-1-0-E-S-IG-NE-D-,--D-R-AWN-,--+---------------------.-------s ---i ~ BENCHMARK DISK STAMPED "NB3-18-88" SET IN THE TOP OF A BRIDGE ABUTMENT AT THE ADELPHIA (714) 542-6222 (714) 542-6222 C/V\\, FTT FTT CITY OF NEWPORT BEACH R -5864-: TITLE SHEET S0UTIHWEST CORNER OF THE INTERSECTION OF WEST LIDO CHANNEL AND VIA LIDO. COX COMMUNICATIONS DATE: g .,-3-0':>( DATE: 1:/1/4,dr:t DATE: /J-/~"7 CHECKED: DATE: 3 L-----------------_JLE:.:L:.Ev .... _=_18:..._43:.,:5_FL.:E:.:E_T..:,(N ... A_VD.::.....8:..:8 .... _19 ... 9:..:5_A..:D:..:J_us_TM_EN_T..:,) ____________ ..1...:,UN~D:..:E:..:RG:.;,R:..:0.:.UN~D:.,_.:.SE:;;R ... v1.:.cE:...:..;AL=E:.:R.:.....T _____ ~(8:..:0.:.0):.....;_;42::2:...-... 41:..:3.:.....3 ...:(.:.80:..:0..:.)_4.:,22:..-_4 ... 13:..:3....1 _________ ...1... ________ __,1L-________ -L-________ .1.-__ ....,:L~R:::,Di....._...;.,7 ~7...::a07._ _____ P_U_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ____ .1.-s_HE_E_T_1 __ oF __ _, ~ BACK OF WALK CURB FACE-~ 0 BEGIN MOW STRIP REMOVAL SCALE: 1" = 10' 10 20 ----. \ EX. 12•0 PALM TREE 1 5 3 4 3+00 30 ------ 0 \.7,0' ..., Gli'4 / * s IRR .. J 1zf 80 \ EX. LIGHT 12 6 4 0 "' END MOW STRIP REMOVAL 3+50 -1--+- VIA LIDO ~~ ~ WM ~= -==-==-== ""'=~="'=='-" EX. 36• ¢ PALM TREE END CHAIN BARRIER REMOVAL 4+00 \ ' llM~R SIDE ~ -C~EllE SIDEWALK LIDO ISLE BRIDGE CONSTRUCTION NOTES: 0 PROTECT IN PLACE 0 REMOVE & DISPOSE OF EXISTING CRIB WALL, FOOTING, RIPRAP ROCKS, COARSE GRAVEL MATERIALS, PLANT MATERIALS, ETC. FOR THE NEW RETAINING WALL SYSTEM CD REMOVE & DISPOSE OF EXISTING WOOD POST W1TH CHAIN BARRIER 0 REMOVE & DISPOSE OF EXISTING BENCH FOUNDATION AND SALVAGE EXISTING BENCH ® REMOVE & DISPOSE OF EXISTING WOOD MOW STRIP © REMOVE & DISPOSE OF EXISTING TRASH CAN HOLDER @ PROTECT IN PLACE OR REMOVE & REINSTALL STREET LIGHT FOR NEW WALL CONSTRUCTION • RECORD DRAWINGS lheae Record D":'wlngsi hDft b■a, prepared based on Tnformatlon aubmrtted, fn port. by others. Whle th•• Information la believed to be reliable, City of Newport Bead, Is not responsible for Its oc:curacy, nor for errora or omlsa1ona which moy haw been Incorporated Into these plans aa a reault. .0 ·;: '-' 0 .,, :::J 0 5 (f) ..;- '° ro U") 5 "' -., ., ~ -'.'.l-e,, C ·;:: ., <V C REF.: R-5371-S C-3657 ~ ~-~----~------------------------,---------"""T-----------.--------------------------------too REv1EWED VIA LIDO WALL REPLACEMENT .,: No. 19111 p. 9-30-0 C/Vl\. OF CAI, l--------------------------------1 ;;- " ., ~ WALL REMOVAL PLAN _g L LT , 11 ? CIVIL ENGINEER m 1----------.-:-:------+----------------------,------------=---t~ DESIGNED: FTT DRAWN: FTT CITY OF NEWPORT BEACH R-5864-S ; 1----------1 "' CHECKED: LRD DATE: 7 7 07 PUB LIC WORKS DEPARTMENT SHEET 2 OF 3 ? L-------------------------------------------------------------------...L.-...L.----'--------------------....1.-------....1.---=.___...;....;.;..;;..:.1,,_ __________________ _,_ _____ _____...,_ NO. DATE DESCRIPTION OF REVISIONS • -- 0:, N ~ , r U.S PIERHEAD LINE ~ '~~- A -----------------1-(t ---+---- 2+83.29, 33.5' L BEG MOW STRIP 22 PROP. 20 18 16 12 10 8 1-- 6 4 2 0 3+00 --- PALM TREE 1 0 "' _l_ 3+00 ---- GRADE AT CHAIN B-ARRIER (40' LEFT)\_ ---- -------- PROP. TOP OF WALL EXIST. SAND LINE AT WALL FACE PROPOSED SAND LINE AT WALL FACE FOOTING & DRAINAGE DESIGN PER APPROVED SHOP DRAWING SUBMITTALS 3+50 WALL PROFILE: SCALE: 1" = 4' V 1" = 1 O' H ----~ 0------- • • . ---------.::.': -------- ---------------- 0 N 13 _, w f-- 1 10· (TYP) -, REF. LINE (TYP) T 0 n - 11 i 3+50 3+84, 22.0' L END MOW STRIP PALM TREE VIA LIDO ~~ __ --- - DD D <O + u-:i ..,. - 4+00 22 20 I-------30' -----~.,_... ___ 20' -~---, 18 14 12 10 8 6 4 2 0 COPING PER APPROVED 20 SHOP DRAWING SUBMITTALS 18 16 14 12 10 8 I GRADE AS SHOWN \ J BELOW \ .,,.,,..,.,,,.. .,,.,,..,,. I ,,--.... ---.,,.-I I I I 6 _.,,. ... ,.,,,,..,,..,,..1 4 -70 -60 -50 • JOIN @ EXIST. WINGWALL; WALL DESIGN ENGINEER ' TO PROVIDE WATERTIGHT & POSITIVE CONNECTION DETAIL TO BRIDGE WINGWALL 4+07, 24' L END BARRIER . :.· \ TIMBER SIDEWALK I I I I ' I I I ' ' I I I I 3 1120· ELEV. PER PLAN 2% VIA LIDO ,---:; --11 /.-------------+=- ---=r::rL __________ , ---------I ---------------20 / / / / / SOIL REINFORCEMENT PER APPROVED SHOP DRAWING SUBMITT ALS 18 16 14 12 10 FOOTING AND DRAINAGE DESIGN PER APPROVED SHOP DRAWING SUBMITTALS 8 6 4 -40 -30 -20 -10 0 TYPICAL CROSS SECTION SCALE: 1" = 4' V 12" 42" 24" 1" = 10' H CONSTRUCTION NOTES: CD PROTECT IN PLACE @ CONSTRUCT RETAINING WALL SYSTEM, BACKFILL, SUB-DRAIN, AND WALL RELATED DRAINAGE SYSTEM PER APPROVED SHOP DRAWING SUBMITTALS @ CONSTRUCT 8'x4' CONCRETE BENCH FOUNDATION PER DETAIL HEREON AND REINSTALL EXISTING BENCH @ PROTECT IN PLACE OR REMOVE AND REINSTALL STREET LIGHT STANDARD TYPE V AND PULL BOX PER CNB STD-2D2-L-A, AND STD-204-L @ INSTALL CHAIN BARRIER PER DETAIL HEREON @ CONSTRUCT PCC MOW STRIP PER DETAIL HEREON @ CONSTRUCT TRASH CAN HOLDER IN-KIND ON 2'X2'X6" PCC PAD ,___ _______ 8' o.c. _______ _, 2" DIA. HOLE WELDED STEEL CHAIN PER SPECIFICATIONS PCC FOUNDATION (TYP) CHAIN BARRIER DETAIL N.T.S. 10"0 CREOSOTE-TREATED DF#1 POST, RUSTIC FINISH (OR APPROVED EQUAL) FS \ CONC. SIDEWALK l'-s:: ;;:: ' r---c C 3 ,:; if, I .., ~ "' I Ct: ✓ C 3 C ✓ ,--. "' «: "' I ~■oo --oooomoo~ C #3 BAR CONTINUOUS COMPACTED SUBGRADE _ WM ----=--....----------------------1 ---- 4+00 j LIDO ISLE BRIDGE +_L_- RECORD DRAWINGS TheH Record Drawing■ haw Deen prepared bowed on Information submitted, In part, by otheni. 'Mine this infonnation t■ bellewtd to be renat>ie, City of Newport Bead, is not reaponelble for Its accuracy, nor for «rora Of' omiaaiona which may haw baen incorporated Into these plans as a rUJlt, ,___ ______ PER PLAN (4' OR 8') -------, CONCRETE BENCH FOUNDATION PCC MOW STRIP ~ N.T.S. C 5 ~ «: 0: "' Ct: ✓ " -¢ ¢ L -V: ✓ C C -~ ¢ .s N.T.S. REF.: R-5371-S C-3657 ~ ,-----,-----,--------------------------r---------.-:-:::-=:::---------.-------------------:-=-:==---=-==-=-=-=--=-------1-;; REVIEWED: VIA LILDO WALL REPLACEMENT Si SCALE: 1" = 10' 1------------------------------tC / ,:; ¢ ~ C PROPOSED RETAINING WALL LAYOUT "' V: LLOYD AL TON, RCE 19111 3i No. 19111 PRIN PAL Cl\1L ENGINEER a: Exp. 9-30-07 1-----~-----1-----------------------..----------ia. CJ\111., DESIGNED FTT DRAWN FTT CITY OF NEWPORT BEACH R-5864-S 1 OF CAL 1--------t " L ______________________________________________________ 0 ____ 1_0 ____ 2_0 ____ 3_0 ___ --11.,_No_ • ...J.._D_A_TE_-L,_DE_s_cR_1P_T_1o_N_o_F_R_EV1_s_1o_N_s _____________ ..1-_______ ...1,..c_H_Ec_K_E_D:...a:LR,:::D .. D_A_TE_,...:.,7~7..,0::,:7.._ ____ P_u_B_L_l_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ ......,_s_HE_E_T_3_o_F_3__,;::