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Home My WebLink AboutH_5166_SCITY 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. CONTRACTOR SHALL PROTECT ALL EXISTING TIE RODS IN PLACE CONTRACTOR 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 BRICK 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 {SUBM IT 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 CHA IN 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!