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HomeMy WebLinkAboutH_5235_SC!TY OF COSTA. �!ESA PROJECT LOCATION CITY OF l'<VINE BISON AVE Hilb VICINITY MAP NOTTO SCALE SYMBOL ABBREVIATIONS -<> PO� POLE (11'1 AOOlilON TO GRWIOOOK SECTIOIII t-3.2; lfflH OR �'!HOOT l>mOOS) � SEE CID,NllUi ® SEE I.WIHCU: STOm,I DRAIN lilA!'lHOU: � l'lllE H�T 11111 'li'All:R IIE'IER S IRl:.E I LIGHT PULL 00)( D TIW'AC � Pl.ILL 80X *"-SiR!:i:.i LIGHT WATER VALVE c-GUY Vi'IRE Al. SURVEY I.IONI.IMENT SIGN � VAULT 'OT e 1llEE 11111 lliR!GA110N WflROI. VALVE. CABLE TV PULL OOX CORll'«l LOCAllOO t)ELECTRICAL I.IANHCU'. W:CTRICAL PULL eox t:t-G!LJ.".L-t-tL� !lllll.lltlG ----EJ(ISTll>IG CQl,ISTOOC'IION ----l'ROPERT'f LINE ·NEW WlSlffllC"llOl4----t---coomli'IE ----S---- SEE LINE ---W--WATER LINE ---G---GAS LINE --E--El..EC1'1!!CAL UNE -T �UNE -CATV-C� Ul'!E -SP-SPRIHKI.ER S'iSIDI -)(-)(-)(-FENCE BLOO<WAU. AC: ACP BC Ell.I< 13\IC l!ITU! C&G CATV Cl Cl ctR CNi! CCINC 'i. 09A (E) E EA EC ECR EPlll,i Er ES e:vc ElllST FE fL flG A.I G GS !lE GI <;; I!, HORIZ l!S HS ID lP&:T IR I.T !,IA)( CALL TOLL FREE 1-800-227-2600BEFORE YOU DIG �-----------------�-·--- AGGREGA"!E BASE 1111111 MINIMUM ASPHALT CONCRETE MJ MECHANICAi. JlllNT ASSESTOS CEIIIENT PIPE AIR REI.JU VAi.iii:: (N)NEW BEG!l'I CIJRIIE N NORTH BEG!i'I CURVE RE1UR!1! NG NA "!URAL Gfflll.lND BLOCK BEGIN 'OllCAI.. CUl'l'1IE Nie NOT IN COl<ITRACT B� NO N� CIJffl:l AHi)· G!.ITIER NOi.i NOMINAi. CABtE TV NS NON-SHRll>II( CAST IR(lGII Cl.ASS NiS NOT TO SCALE C!..EAA Ill, DIA DIAl,IElER C!iY Of �T lfl[AOI oc; cm CEN'IUI CONCRETE 00 OOTSIDE lllM<IETm calTml.JNI!: DE!"ORI.E:I BAR Al>ICl«lfll 00 ORIGINAi. GOOUND E)(IS11NG OR OOTSIDE IWllUS EAST /EI.ECTRIC PS PULL !IOI( EACH PE PI.J!ll,I END END CUR\IE END CIJRVE �N � Pl.ill£ ETHYLENE Plrol>\11.DjE DIEN£ PROP MONOMER RUB!lm R EACH FACE RCP ROIIFORCED CONCftm PIPE EACH SIDE Rn RETAINING END 'tOl1CAI.. CUIWE i'!MV Ra.lOVE EACH WAY RT RlGHT ElllSTING s SOOTH/� FLANGED END SCE SOUTIEIN CAI.IFOl'INIA ElllSOIII FLOW UNE SCH SCHEIJUI.£ FLANGE sco � a.EAIIIOUT FORCE MAIN SHT SHEET GI\S Sli!H � l,IA!ffi(U GRADE !IRE:Al( SQ m:tUAfflE GROO\l'EO ENO ss STAINI.ESS ·S'!EEI. GAL 1/AN!Zlll IR(lll! STAGG STAGGER GATE VALVE S1l. S1m. HORIZO!fl Al SW lll>EWAU< HIGH-STRENGlH T 11:l.El'tiOl<IE HEME]) STU!) TOO TOP OF MP, TOP OF OONClilm INSl!)f; 01.1\ME'IER T'l'P TIPICAI. IRON f'IPE ANO TAG UNO UNLESS NOlEO OllHER\IIIISE INSIDE RADIUO V, '1/ERT 'IJERTICAI. LEFT 111 'iiEST /WATER !.IAXIMUI.I WI 11i!TH BASIS OF BEARINGS: CARR SURVEY GPS fl 6252 & 6266 EPOCM ADJ 1991.35 BENCHMARK: N83-13-70 (NGVD29 = 5.374 LEVELED 1992 CONVERTED TO MLLW = .B.09' MLLW (BASED UPON EPOCH -1960-1978 �----�-----�----------�----- CONSTRUCTION NOTES l.IILl �I( DETAllm ON THESE Pl.ANS ro Ill:: PERFORMED UNDER CONmACT SHAU. l:!E CONSTRUCTED IN ACOOROANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKSCCINSTRUCTIOl,t AND SIJPPI..EMDliS TO DATE. EJ<CEPT Afi 01HERW1SE STATED IN THE CITY'S STANDAAD SPECIAL PRO\llS!ONS. OR IN "!HIS CONTRAC1"S SPEC1M. PROl.'ISIONS. 2.EX!STING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAIU.BI.E RECOl'IDS. THE CONTRACTORSHAll BE RESPONSIBLE FOR VEFIIFYING THE ACTUAL LOCATION AN!) El.EVA TION IN THE FIELDPRIOR 10 llEGINNl!ilG CONSTRUCTION. 3.All El(POSEl) COl>JCRETE SU�ACES SHAU. CONFORM IN Gi'!AflE, COLOR, OlM04SION, AND FlNISHTO M)JO!f,IING IMPRO\IEMENTS.CI TY OF NEWPORT BEACH 4.P.C.C. SHAU. BE DI.ASS 560-C-3250 P U B L C W O R K S D E P A R T M E N T L ISL D Pl CONTRACT NO. C-7066-1 ", ' \ ,: /7? EP I 5.CONTRACTOR SHAU. ADJUST CHY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEYI.IONUlt.lEJ\llS, SEWER AIIID S'l'ORI.I DRAIN I.IMIHOLES) FRAMES AND 00\1£RS TO FINISHED GRADEPER CITY STANON!OS. AU. Ol'HER Ui1Ui1ES SHAU. BE ADJUSTED TO GRADE BY OTHERS. 6.PROPOSED PAVEMDIT AIIID CUF!l:l AND GUTTER SHAU. JOI! AND MATCH LINE AND GRADE OFEX!STl!ilG IMF'ROVEMENl'S UNLESS NOTED OTHERWISE. 1.AWf DISCREPANCY IN 'THE DF!A'M!ilGS OR SPECl!"ICATIONS SHAU. BE CAL.LED TO THE ATI'ENTION OFiHE ENGINEER. ENGINEER SHALL MAKE CHANGES TO DRAWINGS TO REl'LECT AS CONSTIWCTEDCONOlilOO. FAILURE TO DO SO WILL PL.ACE F!ESPOOSIEIIUiY Of THE CONTRACTOR FOR CORRECTIONANO UMIUTY ON ENGINEER OF RECORD. < /? � . ... 1.,j /) r;! Af>F'RO\IEO: __ ---"'---' ..:;;{_.cH...;'c..'-· _f_ .. _ _.;.L,_' _-€,:'.=-'''--------- 8.. Alf'f WORK NOT INDICATED ON THE DRAWINGS BUT CAU.m FOR 11-1 '!HE SPEC!FICA TIONS. OR VICE-'<IERSA, AOO AIIIYWORI< REQUEST BY CIIIB PIJWC WORKS INSPECTOR SHAU. BE FURNISHED AND Pl!RFORMED AS 'THOUGH SPECIACAU.Y iNOI.CAlED AND C.AU.EI) FOR IN BOTH. ANY WORK NOT INSTAU.ED ACCORDING TO DRAWINGS AND SPECIF1CAi100S OR ORDINANCES ANO LA\IIS SHAU. BE REPLACED AT COOlRACTOR'S £XPE111SE. DAVID A. WEBB.PE, PUBLIC WORKS DIRECTOR APPRO\IE!l: __ .,_/J;'-1-/ !-"'··1aj__. L_" ,;;...1/;s=,M/'-1,,,__ - --_ ----_____ _ MARK vuf<OJEVIC, i;:�PUBLIC WORKS DIRECTOR/ CITY ENGINEER DATE: J'-IS -17 I I SALB.QA ISLAND I BALBOA ISLAND COPING REPAIR PROJECT LOCATION MAP NOTTO SCALE EMERGENCY TELEPHONE NUMBERS I I il LITTLE BALBOA ISLAND GRAND CANAL NOT A PART Of THE PROJECT NOT IN SCOPE ' 9.SEE ADDITIONAL NO'liES ON SHT 2. SHEET INDEX 1 T!TLE SHEET. V CIN!TY M/1P, LOCA"-ION M/\P, SrEET :NDEX 2 4 5 6 7 8 9 1 0 GENERAL NOTES OVERALL PL.AN SECTION PL1\NS 1 SECTION PLAi,IS r; L SECTION PLANS 3 SECTIO�, PLANS 4 SECTIO:\ PLANS 5 SECTIO', PLANS 6 SECTIC\ PLANS 7 11 SECTIC'J PLANS 8 12 SECTION PLANS 9 1 3 TYPICAL SECTION, DOCK SECTION '4 PUBLIC ACCESS & PUBLIC DOCK GAP DETAILS '5 COP NG "{PE DETA.iLS 18 '9 20 REPA:R DETA LS 1 REP�,!R DET!\iL_S ') rvp C.'..i\L UC-'I POLE -DETAIL 1 L CHT POLE !IT COPl�J,::; A DETAIL 2 CONSTRUCTOt,J STAG!�JG AREAS AND WORK ACCESS 1 21 CONSTRUCT,ON STAGING AREAS AND WORK ACCESS 2 2,-, L CC,STRUCTON TRAFFIC ROUTE C-7066-1 BALBOA ISLAND COPING REPA!R COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 .............. ., .... ''"'"'"" ....... 1---+--+---+----------------------1 - - (/;- . .· """"""""" -·...... 6) I 1 I --;, "",,,. """" MTE __. .. -·.....,,1,...--r ___ '..,-c...· __ MCI®:,..,....,. OAID,.. 1---+--+---+----------------------i ''"''" "" l'I 17 NO. DATE � TITLE SHEET, VICINITY MAP, LOCATION MAP, SHEET INDEX CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT H-5235-S 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ~----------------------------------------------------------------------------------------------------------------------------------------•,----------------··································---------------------- 15TH ST '~ IJII t i ARV BCR ,JOH!'i WAYNE I PROPOSED RN:llUS A AN /. i c."'" .<:.,..,, 1 '• ·-DATl!'.: __ ~_.1_-_·· _'·· __ _ NOT IN SCOPE \ SCOPE OF PROJECT !JI$:!.. NIGHT Sllll1ll!!l!4 -.. . .· 1111!! 1/lM!:lffl 1-!il! SllllllR ~ ~ OOllll'l!ll'f 811-ffii ---1m-1lllif Cl'l'lf?/1' ~----_, {M!)ll!4-ffl7 ~ ~ -IASlll'CT ~ ffll! ... ~ .Sff £ a = llll!li!ll!l>Q\ll(lllll. -s11,ilii.s Rllllll!IIII I ll/ . ,\ <7, !~4-1~·1---+--t-----1-----------------------A l,'l/.;!1:A{,,:,,,1, Pi ,rr{.o~•w __ l___lLL__,___~~_.,__ I Hi ~ ...... ~ ., ••• ", \ -, >r ~,:~J,~43003 ASSISTANT t:m' ENGll4EER 10471 ISLAND BALBOA LITTLEBALBOA ISLAND BA L B O A I S L A N D AV E N U E AVENUE AVENUEPARK AV E N U E AV E N U E JA D E CR Y S T A L AB A L O N E GR A N D AV E N U E AVE N U E BALBOA AV E N U E MA R I N E ON Y X AM E T H Y S T AP O L E N A CO R A L AV E N U E AV E N U E AV E N U E AV E N U E AV E N U E SA P P H I R E DI A M O N D AV E N U E AV E N U E PA R K RU B Y CO L L I N S TUR Q U O I S E TOP A Z AV E N U E AVE N U E AVE N U E OPA L AGA T E PEA R L DR AB A L O N E PLABALONE A V E N U E CR Y S T A LCA N A L AVE N U E AVE N U E AVE N U E GAR N E T AVE N U E EME R A L D RD) (PVT ND LA IS SIN LL CO BR I D G E SCOPE OF PROJECT NOT IN SCOPE SCOPE OF PROJECT NOT IN SCOPE GRAND CANAL NOT A PART OF THE PROJECT BENCHMARK: BASIS OF BEARINGS: EMERGENCY TELEPHONE NUMBERS DAY NIGHT H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R TITLE SHEET, VICINITY MAP, LOCATION MAP, SHEET INDEX F W O C ALI TY CI O F N E N I A R A H C RT OP B E C I T Y O F N E W P O R T B E A C H P U B L I C W O R K S D E P A R T M E N T BALBOA ISLAND COPING REPAIR CONTRACT NO. C-7066-1 BALBOA ISLAND COPING REPAIR PROJECT VICINITY MAP NOT TO SCALE SHEET INDEX MARK VUKOJEVIC, P.E., DEPUTY PUBLIC WORKS DIRECTOR / DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR SYMBOL ABBREVIATIONS LOCATION MAP NOT TO SCALE PROJECT LOCATION CONSTRUCTION NOTES ℄ ⅊ CITY ENGINEER WITH ADDITIONAL WALL REPAIRS AT NEWPORT ISLAND CITY OF COSTA MESA JOHN WAYNE > AIRPORT if <§:- -<> POl1ERPa..E QN ADDl110N TO GREENBOa< SEC110N 1-3.2; Wl1H OR Wl1HOUT PERIODS) • SEWER a.EANOUT s AB SEWER MANHOI..E AC 0 STORM DRAIN IIANHOI..E ACf' ARV li()CI FIRE HlllRANT BC BCR • WAlER MElER BU< BIIC m SIREEI uGHT Pill BOX BlYIIN • lRAFFIC SIGNAL Pill BOX Ctl:G CATV ~ 0 SIRE£ I LIGHT a a. 0 WAlER VAL','E a.R c-GUY WIRE CNB CONC .& SURVEY ll<NJIIENT .. SIGN DBA • VAll.T ','ENT (E) E e TREE EA EC • IRRIGATION CONlROL VAL','E ECR 1111 CAll.E TV Pill BOX EPDM "' CXRNG LOCATION EF ~ B..EC1RICAL MANHOLE ES Ill B..EC1RICAL PUil BOX EIIC kd EW BUILDING EXIST ----EXIS11NG CONSIRUCTil>I FE ----PR<FER1Y LINE FL FLG NEW CONSIRIJC110N FM ---t---CENlERUNE G ----S---SEWER LINE GB ---w WAlER LINE GE GI ---G---GAS LINE GV -E-B..EC1R1CAL LINE H, HORIZ -l m.EPHONE LINE HS HS -CATV-CAII.E\'ISll>I LINE ID -SP-SPRlll<I..ER m;mt IPollT -x-x-x-FENCE IR LT BLOCKWAU. MAX CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG AGGREGAlE BASE MIN MINNUM ASPHALT CONCRElE MJ MECHANCAL JOINT nSBESfOS CEMENT PIPE AIR REI..EF' VALVE (N) NEW BEGIN aJRVE. N NORTH BEGIN aJRVE. REl\JRN NG NAlURAI.. GROUND BU>a( BEGIN VERTICAL aJRVE. NIC NOT IN CONTRACT BETiiEEN NO NUMBER aJRB AND GUTTER NOM NOMINAL CABLE TV CAST IRON NS NON-SHRINK a.ASS NlS NOT TO SCALE a.EAR fl, DIA DIAMETER aTY OF NEWPORT BEACH oc ON CENTER CONCRETE OD OUTSIDE DIAMETER CENTERUNE DEFORMED BAR ANCHOR 0G ORIGINAL GROUND EXISTING OR OUTSIDE RADIUS EAST/nECTRIC PB PULL BOX EACH PE PLAIN END END aJRVE END aJRVE RElURN PI..AlE ETI-IYLENE PROPYLENE DIENE PROP PROPOSED MONOMER RUBBER R RADIUS EACH FACE RCP REINFORCED CONCRETE PIPE EACH SIDE RET RETAINING END VERTICAL aJRVE RMV REMOVE EACH WAY RT RIGHT EXISTING s SOUTH / SEWER FLANGED END SCE SOUTHERN CAUFORNIA EDISON FLOW UNE SCH SCHEDIJI.E FLANGE sco SEWER CLEANOUT FORCE MAIN SHT SHEET GAS SMH SEWER MANHOI.E GRADE BREAK SQ SQUARE GRC>O'e> END ss STAINLESS S1EEL GALVANIZED RON STAGG STAGGER GAlE VALVE sn. S1EEL HORIZONTAL SW SIDEWAU< HIGH-STRENGTH T m.EPHONE HEADED SlUD TOC TOP OF CAP, TOP OF CONCRElE INSEE DIAMETER 1YP TYPICAL IRON PIPE AN> TAG UNO UNLESS NOTED OTHERWISE INSEE RADIUD V, VERT VERTICAL LEFT w EST/WATER MAXIMUM W/ WITH CARR SURVEY GPS # 6252 & 6266 EPOCH ADJ 1991.35 NB3-13-70 (NGVD29 = 5.374 LEVELED 1992 CONVERlED TO MLLW = 8.09' MLLW (BASED UPON EPOCH -1960-1978 I I I I I ' ' ' ,_ I l APPROVED: ______________________ _ APPROVED: ______________________ _ I Ll ~·_.___,:_ '----..L --C,/ .-' ..,._ W -CIIIWIY 111-1111 AM lEIDHCINE CIIIWIY m-13111 ..,._ wwcal'MIY liiHiu - art CF WWWI ofMlt UIIIIEI ,._ -1 (141) -7 -----ID-Ml1 1M: IIMINIII CMLE IIG II a meer+ilDII - 1!1111111 Ill' EDD REVIEWED: DAlE: _____ _ DAlE: _____ _ I~ l "~, vii ·I 1,:1 'F ll lJ cl Ii 1 1, 111 H I 1111111 ' " I I I I ~. 111 111 111 11 I I 1. ALL WORK DETAILED ON 11-IESE PLANS TO BE PERFORMED UNDER CONl'RACT SHALL BE CONSlRUClED IN ACCORDANCE V.11-1 11-IE "STANDARD SPEQFICATIONS FOR PUBUC WORKS CONSlRUCllON" AND SUPPLEMENlS TO DAl'E, EXCEPT AS 011-IERV.SE STAlED IN 11-IE CITY'S STANDARD SPECIAL PROVISIONS, OR IN 11-IIS CONlRACTS SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. 11-IE CONlRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 11-IE AClUAL LOCATION AND ELEVATION IN 11-IE FIELD PRIOR TO BEGINNING CONSTRUCllON. J. ALL EXPOSED CONCRElE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE Cl ASS 580-C-3250 5. CONlRACTOR SHALL AD.AJST CITY UTILITIES (e.g. WAlER VAULlS, WAlER VALVES, SCO, SURVEY MONUMENlS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL 011-IER UTILITIES SHALL BE ADJUSl'ED TO GRADE BY 011-IERS. 6. PROPOSED PAVEMENT AND CURB AND GUTlER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENlS UNLESS NOlED 011-IERV.SE. 7. ANY DISCREPANCY IN 11-IE DRAV.NGS OR SPECIFICATIONS SHALL BF CAI I ED TO 11-IE ATlENTION OF 11-IE ENGINEER. ENGINEER SHALL MAKE CHANGES TO DRAWINGS TO REFLECT AS CONSTRUClED CONDITION. FAIWRE TO DO SO WILL PLACE RESPONSIBILITY Of 11-IE CONlRACTOR FOR CORRECllON AND LIABILITY ON ENGINEER OF RECORD. 8. ANY WORK NOT INDICAlED ON 11-IE DRAWINGS BUT CALLED FOR IN 11-IE SPECIFICATIONS, OR VICE-VERSA, AND ANYWORK REQUEST BY CNB PUBLIC WORKS INSPECTOR SHALL BE FURNISHED AND PERFORMED AS 11-IOUGH SPECIFICALLY INDICAlED AND CALLED FOR IN 8011-1. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. SEE ADDITIONAL NOlES ON SHT 2. REVIEWED: 1 TITLE SHEET, VICINITY MAP, LOCATION MAP, SHEET INDEX 2 GENERAL NOTES 3 OVERALL PLAN 4 5 6 7 8 9 10 SECTION PLANS 1 SECTION PLANS 2 SECTION PLANS 3 SECTION PLANS 4 SECTION PLANS 5 SECTION PLANS 6 SECTION PLANS 7 11 SECTION PLANS 8 SECTION PLANS 9 12 13 14 15 1 6 17 18 TYPICAL SECTION, DOCK SECTION PUBLIC ACCESS & PUBLIC DOCK GAP DETAILS COPING TYPE DETAILS REPAIR DETAILS 1 REPAIR DETAILS 2 TYPICAL LIGHT POLE DETAIL 1 19 LIGHT POLE AT COPING A -DETAIL 2 20 CONSTRUCTION STAGING AREAS AND WORK ACCESS 1 21 CONSTRUCTION STAGING AREAS AND WORK ACCESS 2 22 CONSTRUCTION TRAFFIC ROUTE 23 NEW CONCRETE WALKWAY & PVC DRAIN LINE, NORTH BAYFRONT AGATE AVE. TO PEARL AVE. 24 CONSTRUCTION DETAILS AT PUBLIC RESTROOMS NEAR AGATE 25 26 27 ADDITIONAL SEAWALLS AT NEWPORT ISLAND ADDITIONAL SEAWALLS AT NEWPORT ISLAND ADDITIONAL SEAWALLS AT NEWPORT ISLAND LAKE AVE PLANS DETAILS HANDRAIL LAYOUT @ AS-BUILT 11/15/2018 WARREN A. SlEWART, SE 30116 1----+----+----+------------------------< ROBERT G. SlEN RCE 43003 COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 ASSISTANT CITY ENGINEER DESIGNED-GAW DRAWN: 11a.s>---+----+---+-----------------------, DAlE 4/18/18 1 IIIJ SIRS D, :14, 211, II 21 ------- CHEa<ED: WNST DA lE: 06 DAlE REVISION SIEET 1 OF 27 GENERAL NOTES SECTION 1 : GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK . STATIONING HEREIN IS APPROXIMATE TO THE NEAREST 1 2 FT. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. 2. THE CITY OF NEWPORT BEACH SHALL BEAR NO RESPONSIBILITY FOR EXPENSES INCURRED AS A RESULT OF FAILURE ON THE PART OF THE CONTRACTOR TO VERIFY DIMENSIONS AND/OR VERIFIABLE SITE CONDITIONS PRIOR TO BEGINNING WORK. 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HERE ON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 5. DIMENSIONS TAKE PRECEDENCE OVER SCALE. 6. SUBSTITUTIONS: NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 7. DAMAGE TO EXISTING FACILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING STRUCTURES, PAVEMENT, CONCRETE SIDEWALK, UNDERGROUND UTILITIES, LANDSCAPING, CONCRETE PILES, LANDINGS, BULKHEAD AND FACILITIES ON OR ADJACENT TO THE PROJECT AND SHALL REPAIR ANY DAMAGE AT NO COST AND TO THE SATISFACTION OF THE ENGINEER. 8. THE CONTRACTOR SHALL NOT USE THE SIDEWALK OR THE AREA BEHIND THE ENCLOSURE FOR EQUIPMENT AND/OR MATERIAL STORAGE EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. 9. CLEAN-UP: ALL TRADES SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK DURING CONSTRUCTION, AND AT THE COMPLETION OF THE WORK EACH DAY SHALL REMOVE ALL RUBBISH AND DEBRIS. 10. SCHEDULE: CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE OF WORK INDICATING THE SEQUENCE OF ALL CONSTRUCTION PHASES FOR APPROVAL BY THE ENGINEER. 11. DATUM: ALL ELEVATIONS SHOWN ARE BASED ON NAVD 88. GENERAL NOTES SECTION 2 : REGULATORY REQUIREMENTS 1. THE CONTRACTOR SHALL, AT ALL TIMES, COMPLY WITH ALL OSHA AND STATE SAFETY ORDERS. 2. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2015 EDITION, INCLUDING SUPPLEMENTS (SSPWC). SECTION 3 : CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND THE "2013 CALIFORNIA BUILDING CODE", CHAPTER19A, EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS HEREIN AND IN THE PROJECT SPECIFICATIONS. 2. CAST IN PLACE CONCRETE SHALL BE HARD ROCK CONCRETE AND SHALL COMPLY WITH SSPWC SECTION 201-1.1.3 A. CONCRETE TYPE 750-CSE-5000P 875-DSE-5000P (PER CO#2) B. MAX WATER-CEMENT RATIO = 0.40 C. HIGH RANGE WATER REDUCER REQUIRED D. PUMP MIX ONLY IF PUMPING CONCRETE 3. ALL EXPOSED EDGES AND CORNERS SHALL BE ROUND CHAMFERED WITH A 1-1/2" RADIUS, UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL TRADES TO ENSURE THAT ALL EMBEDDED BOLTS, ANCHORS, BLOCKOUTS, PLATES, ETC. ARE PROPERLY LOCATED AND INSTALLED BEFORE POURING CONCRETE. 5.. REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING: TYPICAL REINFORCING....................ASTM A-615, GR. 60 BARS TO BE WELDED.....................ASTM A-706 6. ALL REINFORCING STEEL DETAILING, FABRICATION, ACCESSORIES AND PLACEMENT SHALL CONFORM TO ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". PROVIDE 3 INCHES MINIMUM COVER FOR REINFORCING BARS UNLESS OTHERWISE NOTED. WHERE NEW CONCRETE IS TO BE POURED AGAINST EXISTING, MIN CLEARANCE SHALL BE 2". 7. CONTINUOUS REINFORCING STEEL SHALL BE DETAILED IN AS LONG A LENGTH AS PRACTICAL AND SHALL HOOK AROUND CORNERS FROM BOTH DIRECTIONS TO FORM A SPLICE LENGTH. 8. ALL LAP SPLICES SHALL BE TENSION CLASS "B" LAP SPLICES WHERE NO CALL OUT IS MADE ON THE DRAWINGS. 9. WELDING ELECTRODES FOR WELDED SPLICES SHALL BE E70XX. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. 10. HOOKS SHOWN BUT NOT DIMENSIONED SHALL CONFORM TO THE REQUIREMENTS FOR A "STANDARD HOOK" PER ACI 315. 11. ALL INSERT HOLES, SHE-BOLTS, ETC. AND OTHER IMPERFECTIONS ON THE SURFACES OF THE CONCRETE SHALL BE FILLED WITH GROUT, BRUSHED AND SACKED TO A UNIFORM FINISH. 12. TOP HORIZONTAL SURFACES OF CONCRETE SHALL BE FINISHED WITH A FLOAT FINISH. TOP BULLNOSES SHALL BE MADE USING AN EDGER. CORNERS ARE SPHERICAL NOT MITERED. 13. GROUTED REBAR DOWELS AND ANCHOR RODS A. EPOXY GROUTING SHALL BE USED IN ALL LOCATIONS WHERE REINFORCING STEEL BARS AND ANCHOR RODS (DBA) ARE BEING EMBEDDED INTO EXISTING CONCRETE. DESIGN IS BASED UPON SIMPSON STRONG-TIE SET ADHESIVE ANCHORS AS DEFINED IN C-A-2016. OTHER MANUFACTURES MAY BE APPROVED PROVIDING SIMILAR PERFORMANCE CAN BE DEMONSTRATED. COMPLY WITH THE FOLLOWING UNLESS MANUFACTURER'S RECOMMENDATIONS ARE MORE STRINGENT. SUBMIT TESTING INFORMATION FOR SYSTEM SELECTED. B. MIN EMBEDMENT FOR BARS SHALL BE AS SHOWN ON THE DRAWINGS. C. PRIOR TO DRILLING HOLES, LOCATE AND FIELD MARK ALL EXISTING REINFORCING. USE JAMES-METER OR 1/4" PILOT HOLES TO LOCATE BARS. ADJUST LOCATION OF BAR OR BOLT TO MISS REINFORCING BUT GENERALLY MAINTAIN SPACING AND EDGE DISTANCES SHOWN ON THE DRAWING. NOTIFY ENGINEER IF NOT POSSIBLE PRIOR TO DRILLING HOLE AND FOLLOW INSTRUCTIONS. D. HOLES FOR ANCHOR RODS AND BARS SHALL BE OF A DIAMETER RECOMMENDED BY THE MANUFACTURER AND DRILLED WITH A CARBIDE-TIP IMPACT DRILL ONLY, UNO. IMMEDIATELY BEFORE APPLYING EPOXY GROUT, HOLES SHALL BE REAMED WITH A CIRCULAR WIRE BRUSH ATTACHED TO DRILL MOTOR AND THEN BLOWN OUT WITH OIL FREE COMPRESSED AIR. E. HOLES FOR #6 DBA'S AT PILES SHALL BE DRILLED WITH A SPECIALLY FABRICATED DRILLING RIG CAPABLE OF HOLDING THE DRILL BIT AT THE SPECIFIED ANGLE WITH A TOLERANCE OF 12" FROM THE THEORETIC CENTER LINE. RIG SHOULD FABRICATED WITH A MEANS TO VARY THE ANGLE A FEW DEGREES IF NEEDED. F. EPOXY GROUT FOR DOWNWARD HOLES MAY BE EITHER NON-SAG OR LIQUID TYPE, NORMAL SET. EPOXY GROUT FOR HORIZONTAL OR OVERHEAD HOLES SHALL BE NON-SAG TYPE, NORMAL SET. LIQUID EPOXY SHALL BE POURED SLOWLY INTO THE HOLE TO AVOID TRAPPED AIR. NON-SAG EPOXY SHALL BE INJECTED INTO THE HOLE USING AN EXTENSION NOZZLE TO REACH THE BOTTOM OF THE HOLE. HOLES SHALL BE FILLED APPROXIMATELY HALF FULL WITH EPOXY. G. THE BAR OR ROD SHALL BE INSERTED SLOWLY INTO THE HOLE AND THEN ROTATED. DO NOT MOVE THE BAR OR ROD UP AND DOWN WHEN INSTALLING. REMOVE ANY EPOXY GROUT AROUND THE HOLE BEFORE IT HAS SET. H. ALL WORK SHALL BE PERFORMED UNDER FULL TIME SPECIAL INSPECTION. DO NOT INSTALL BARS OR RODS UNLESS INSPECTOR IS PRESENT. SECTION 4 : REPAIRS TO EXISTING CAPS 1. PRIOR TO STARTING REPAIRS IN EACH AREA, CONTRACTOR AND ENGINEER WILL WALK ENTIRE REACH OF WALL AND MARK OUT WHICH CRACKS AND SPALLS TO REPAIR AND AGREE ON LIMITS. DURING REPAIR WORK, SHOULD SCOPE OF REPAIRS INCREASE, CONTRACTOR WILL BRING SUCH TO THE ATTENTION OF THE ENGINEER, WHO WILL CONFIRM THAT SUCH SCOPE INCREASE IS NEEDED. 2. CONTRACTOR SHALL REPAIR CRACKS NOTED AS "1/8 CRACKS" AND SPALLED CONCRETE IN THE EXISTING CONCRETE CAP AT LOCATIONS NOTED ON THE DRAWINGS. SIKA PRODUCTS OR APPROVED EQUAL ARE LISTED. CONTRACTOR SHALL MEASURE CRACK WIDTH AND REPAIR AS FOLLOWS: A. FOR EXISTING CRACKS 1/8" WIDE OR GREATER ROUT OUT ANY LOOSE MATERIAL, FLUSH WITH FRESH WATER AND INJECT WITH SIKADUR 52 EPOXY ADHESIVE. DURING THE CRACK REPAIR EFFORT, IF THE REINFORCING IS EXPOSED AND THE CROSS SECTIONAL AREA OF THE REINFORCING CAN BE DETERMINED TO BE 15% OR LESS OF THE ORIGINAL AREA, CHIP CONCRETE, AND SPLICE WITH NEW LENGTH OF REINFORCING. NEW REINFORCING SHALL BE WELDED TO THE EXISTING REINFORCING AND LAPPED A MINIMUM OF TWELVE (12) INCHES. PATCH CONCRETE WITH DRY PACK TO EXISTING CONTOUR. REFER TO SECTIONS TITLED "CONCRETE PATCHING" AND "REINFORCING" FOR ADDITIONAL INFORMATION. B. FOR EXISTING CRACKS 1/16" WIDE AND GREATER BUT LESS THAN 1/8" APPLY SIKAPRONTO-19 TF METHACRYLATE JOINT SEALER PER MANUFACTURER'S INSTRUCTIONS. 3. EXPANSION JOINTS REMOVE ANY LOOSE MATERIAL, PRIME JOINT WITH SIKAFLEX 429 PRIMER. AFTER PRIMER HAS DRIED, INSTALL A CLOSED CELL FOAM BACKER ROD INTO JOINT SUCH THAT THE DEPTH OF THE JOINT IS 12 INCH. ALLOW THE BACKER MATERIAL TO BE EXPOSED TO THE AIR FOR A MINIMUM OF 20 MINUTES, THEN APPLY SIKAFLEX 1A SEALANT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 4. CONCRETE PATCHING (BULKHEAD COPING) WHERE THE CONCRETE HAS SPALLED WITH A LOSS OF ONE INCH OR MORE OF CONCRETE, OR AS INDICATED BY THE ENGINEER. THE CONTRACTOR SHALL PATCH THE AREA AS FOLLOWS: 1. SAW CUT EDGES 1" DEEP, CHIP AND REMOVE ANY LOOSE MATERIAL. CHIP 1" BEYOND EXISTING REBAR. 2. CLEAN THE AREA OF ALL DUST AND DEBRIS. 3. DRY AREA TO BE PATCHED. 4. IMMEDIATELY BEFORE PLACING CONCRETE, COAT THE AREA WITH SIKA ARMATEC 110 EPOCEM. 5. FOR SPALLS THAT WILL NOT RECEIVE NEW CONCRETE THAT COVERS IT,PATCH CONCRETE WITH SIKATOP 122 PLUS TO EXISTING CONTOURS. NOTE: CONTRACTOR SHALL PLAN THE CONCRETE PATCHING EFFORT TO PREVENT SALTWATER CONTAMINATION OF THE PREPARED SURFACES. SECTION 5: METALS 1. STEEL SHALL BE DESIGNED, DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", AND THE AMERICAN WELDING SOCIETY CODE AWS D1.1, "WELDING IN BUILDING CONSTRUCTION". 2. STAINLESS STEEL PLATES AND SHAPES SHALL BE ALLOY 316L, CONDITION A, COLD FINISHED CONFORMING TO STANDARD ASTM A 276. EXPOSED SURFACES SHALL BE POLISHED TO REMOVE ALL TOOLING MARKS. 3. HARDWARE BOLTS & ALL-THREAD RODS: ASTM A193 OR A320, GRADE B8M CLASS 1 WASHERS: MADE FROM 316L STAINLESS STEEL NUTS: ASTM A193, GRADE 8M STUDS:ASTM F593, GROUP 2 6. WELDING ELECTRODES FOR CARBON STEEL SHALL BE E70XX. ELECTRODES FOR STAINLESS STEEL SHALL BE BEST SUITABLE FOR 316L STEEL. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS. ALL WELDED JOINTS SHALL BE AWS PRE-QUALIFIED. GROOVE AND BUTT WELDS ARE "COMPLETE PENETRATION", UNLESS OTHERWISE NOTED. 7. ALL STRUCTURAL STEEL ACCESSORIES OR INCIDENTAL ITEMS NOT SPECIFICALLY SHOWN OR HEREIN SPECIFIED, BUT NECESSARY TO FULLY CARRY OUT THE OBVIOUS INTENT OF THE PLANS SHALL BE INCLUDED UNDER THIS SECTION WITHOUT ADDITIONAL COST. SECTION 7: RUBBER SEALS 1. BOTTOM SEAL D-PROFILE EPDM FOAM RUBBER, WITH BT 3MTM PEEL-OFF TAPE ADHESIVE, AS MANUFACTURED BY TRIM-LOK, INC., 6855 HERMOSA CIRCLE, BUENA PARK, CALIFORNIA 90622, OR APPROVED EQUAL. 2. END SEAL FLAT STRIP OR PREFORMED L-SHAPE, NO ADHESIVE, NEOPRENE OR NEOPRENE/EPDM BLEND, CLOSED-CELL SPONGE RUBBER CONFORMING TO ASTM D 1056, TYPE 2, GRADE 1 OR 2. 3. CONFIRM SELECTION OF OF SEALS AND PROVIDE SAMPLES TO ENGINEER BEFORE ORDERING. SEAL DESIGN SUBJECT TO CHANGE. H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R SECTION 6: LUMBER (STOPBOARDS) 1. STOPBOARDS SHALL BE MADE OF FIBERFORCE MATERIAL WHICH CONSIST OF HDPE AND FIBERGLASS, AS MANUFACTURED BY BEDFORD TECHNOLOGY, LLC OR ENGINEER APPROVED EQUAL. 2. DIMENSION TOLERANCES: CROSS SECTION = ±3 16". LENGTH = +0, -1 4" 3. MATERIAL PROPERTIES: FLEXURAL STRENGTH = 2,750 PSI SHEAR STRENGTH = 800 PSI COEFFICIENT OF THERMAL EXPANSION = 0.000033 IN/IN/F - I - - I C i RE~EWED: AS-BUILT W.A. STEWART SE 3066 COWi Marine North America 11/15/2018 3780 Kilroy Airport Way, Suite 200 DESIGNED: DRAWN: GAVP MCLS Long Beach, CA 90806 CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 2 OF 27 WNST 8/16/2107 ISLAND BALBOA AV E N U E AVENUE AVENUEPARK AV E N U E AV E N U E JA D E CR Y S T A L AB A L O N E GR A N D AV E N U E AVE N U E BALBOA AV E N U E MA R I N E ON Y X AM E T H Y S T AP O L E N A CO R A L AV E N U E AV E N U E AV E N U E AV E N U E AV E N U E SA P P H I R E DI A M O N D AV E N U E AV E N U E PA R K RU B Y CO L L I N S TUR Q U O I S E TOP A Z AV E N U E AVE N U E AVE N U E OPA L AGA T E PEA R L DR AB A L O N E PLABALONE A V E N U E CR Y S T A L CA N A L AVE N U E AVE N U E AVE N U E GAR N E T AVE N U E EM E R A L D RD) (PVT ND LA IS S IN LL CO MARI N EONYX AME T H Y S T APO L E N A CORA L SAP P H I R E DIAM O N D RUB Y COLL I N S AGAT E GARNE T EMER A L D PEARL EMERA L D PEARL AGATE OPAL TOPAZ TURQU O I S E COL L I N S RUB Y DIAM O N D SAP P H I R E COR A L APO L E N A AME T H Y S T ONY X MAR I N E GRA N D C A N A L GRA N D C A N A L BR I D G E PARK PARK GARNE T TYPE "A"TYPE "B" T Y P E " D " T Y P E " C " TYPE "A" NIC TYPE "E" TYPE "C"TYPE "B"TYPE "E" SEE SHEET 15 FOR COPING TYPE DETAILS LITTLE ISLAND BALBOA X 7 . 7 X 7 . 8 X 7 . 7 X 7 . 8 X 7 . 8 X 7 . 7 X 7 . 8 X 7 . 8 X 7 . 8 X 7 . 8 X 7 . 8 X 7 . 8 X 7 . 8 X 8 . 3 X 8 . 3 X 8 . 0 X 8.0 X 8. 2 X 8 . 2 X 8. 2 X 8 . 2 X 8 . 3 X 8 . 3 X 8 . 3 X 8 . 3 X 8 . 5 X 8. 2 X = SEAWALL T.O.C. SPOT ELEVATIONS NAVD88. INFORMATION PROVIDED BY CITY FROM "BALBOA SEAWALL ASSESSMENT, SEAWALL ELEVATION SURVEY," DATED MAY 10, 2010, BY EVEREST INTERNATIONAL CONSULTANTS. SEE SPECIFICATIONS FOR DETAILED MAP. LOCATIONS SHOWN HERE APPROX. CONTRACTOR SHALL PERFORM OWN SURVEY PRIOR TO STARTING WORK AND CONFIRM INFORMATION SHOWN. BRING TO ATTENTION OF ENGINEER ANY DISCREPANCIES FOUND. FABRICATED HEIGHT OF S.S. END PLATES SHALL BE BASED UPON CONTRACTORS SURVEY AND NOT ON INFORMATION PRESENTED HERE. H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R OVERALL PLAN SCALE N.T.S. ,,----;, -.,-- 1 I -I [[T I I I I I COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 I[[- AS-BUILT 11/15/2018 L I REVIEWED: W.A. S1EWART SE 3086 DESIGNED: DRAWN: GAVP Ma.s I I I DAlE ' > -- ' ' -- --l ------I I I --~-" 11 --L__I I I I - ~ I I ]\\ I 11 111 I I I I I 11 I I I I DESCRIPTICJI OF RE\'ISICJIS SIEET 3 OF Tl AM E T H Y S T ON Y X ON Y X MA R I N E MA R I N E GR A N D C A N A L AP O L E N A AM E T H Y S T LEGEND: (E) BULKHEAD CAP WITH (N) COPING, (N) COPING AND STEP AT (E) DOCK, (N) PUBLIC ACCESS GAP, (E) LIGHT POLE WITH (N) COPING, (N) COPING AT ABANDONED PULLBOX SEE SHEET 13 SEE SHEET 13 SEE SHEET 14 SEE SHEETS 18 AND 19 NORTH DO C K 1 S T A . 0 + 0 9 . 7 ST A . 0 + 0 0 . 0 ST A . 0 + 7 1 . 5 ST A . 1 + 0 0 . 5 5.66 DO C K 2 S T A . 1 + 2 2 . 0 5.08 DO C K 3 S T A . 1 + 6 8 . 0 E. J . S T A . 1 + 8 7 . 5 L. P . S T A . 0 + 0 0 . 0 DO C K 4 S T A . 0 + 2 5 . 5 ST A . 0 + 4 4 . 0 DAMAGED REPAIR E. J . S T A . 0 + 9 4 . 0 ST A . 1 + 1 1 . 5 DAMAGED CONC. BLOCK DAMAGED E.J.DO C K 5 S T A . 1 + 2 6 . 5 5.08 4.91 4.00 E. J . S T A . 2 + 1 1 . 0 MULTIPLE CRACKS NEED REPAIRING OL D P U L L B O X OL D P U L L B O X L. P . S T A . 0 + 0 0 . 0 4.00 E. J . S T A . 0 + 0 8 . 0 ST A . 1 + 1 1 . 0 OL D P U L L B O X L. P . S T A . 0 + 0 0 . 0 E. J . S T A . 0 + 0 3 . 0 4.00 4.00 ST A . 1 + 0 9 . 5 OL D P U L L B O X E. J . S T A . 1 + 2 0 . 5 5.16 H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R SECTION PLANS 1 SCALE 1:10 AMETHYST AVE. - APOLENA AVE. (SOUTH BAY FRONT) PUBLIC BEACH SOUTH BAY FRONT (E) SIDEWALK PUBLIC BEACH SOUTH BAY FRONT (E) SIDEWALK (E) SIDEWALK PUBLIC BEACH SOUTH BAY FRONT(E) SIDEWALK ONYX AVE. - AMETHYST AVE. (SOUTH BAY FRONT) MARINE AVE. - ONYX AVE. (SOUTH BAY FRONT) GRAND CANAL - MARINE AVE. (SOUTH BAY FRONT) PUBLIC BEACH SOUTH BAY FRONT CH A N G E O F C A P S E C T I O N 3.004.50 BEACH ACCESS (TYP.) SEE DETAIL 1, S17 DO C K 6 S T A . 0 + 5 1 . 0 DO C K 7 S T A . 1 + 2 6 . 0 DO C K 8 S T A . 1 + 7 1 . 5 DO C K 9 S T A . 0 + 3 4 . 0 DO C K 1 0 S T A . 1 + 0 2 . 5 DO C K 1 1 S T A . 1 + 8 9 . 5 NOTES: 1. ALL LIGHT POLE COPINGS ARE DETAIL 1 /S18 UNLESS NOTED OTHERWISE. 2. NUMBER OF SS LIGHT POLE COPINGS DETAIL 2/S19 THIS SHEET = 1 3. NUMBER OF ACCESS GAPS THIS SHEET = 3 DETAIL 2/S19 I i--- / i--- i--- • • _J • • • • • • C COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 i--- i--- AS-BUILT 11/15/2018 i--- REVIEWED: W.A. S1EWART SE 3066 DESIGNED:GAIJP DRAWN: ua.s a£a<ED: WNST DA,/16/2107 NO. • DAlE • • I I l) ■ • . )) . DESCRIPTICJI OF RE\'ISICJIS APPRO't'ED ll ) © I DD • • SIEET 4 OF Tl DI A M O N D SA P P H I R E SA P P H I R E CO R A L CO R A L AP O L E N A RU B Y DI A M O N D LEGEND: (E) BULKHEAD CAP WITH (N) COPING, (N) COPING AND STEP AT (E) DOCK, (N) PUBLIC ACCESS GAP, (E) LIGHT POLE WITH (N) COPING, (N) COPING AT ABANDONED PULLBOX SEE SHEET 13 SEE SHEET 13 SEE SHEET 14 SEE SHEETS 18 AND 19 NORTH L. P . S T A . 0 + 0 0 . 0 E. J . S T A . 0 + 1 8 . 0 DO C K 1 2 S T A . 0 + 3 5 . 0 ST A . 1 + 1 0 . 5 OL D P U L L B O X E. J . S T A . 1 + 3 5 . 0 DO C K 1 3 S T A . 1 + 4 0 . 5 4.91 4.08 DO C K 1 4 , P U B L I C ST A . 0 + 0 0 . 0 L. P . S T A . 0 + 0 6 . 0 E. J . S T A . 0 + 3 2 . 0 ST A . 2 + 1 2 . 0 SPALL 1'X6' ST A . 1 + 1 0 . 0 OL D P U L L B O X E. J . S T A . 1 + 5 0 . 0 4.00 L. P . S T A . 0 + 0 0 . 0 E. J . S T A . 0 + 4 5 . 5 ST A . 1 + 1 0 . 0 OL D P U L L B O X DO C K 1 8 & E . J . ST A . 1 + 6 3 . 0 4.915.00 L. P . S T A . 0 + 0 0 . 0 DO C K 2 0 S T A . 0 + 3 5 . 0 E. J . S T A . 0 + 6 0 . 0 ST A . 1 + 1 0 . 5 OL D P U L L B O X E. J . S T A . 1 + 7 7 . 5 5.00 3.914.00 H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R SECTION PLANS 2 SCALE 1:10 PUBLIC BEACH SOUTH BAY FRONT (E) SIDEWALK DIAMOND AVE. - RUBY AVE. (SOUTH BAY FRONT) PUBLIC BEACH SOUTH BAY FRONT (E) SIDEWALK SAPPHIRE AVE. - DIAMOND AVE. (SOUTH BAY FRONT) PUBLIC BEACH SOUTH BAY FRONT (E) SIDEWALK CORAL AVE. - SAPPHIRE AVE. (SOUTH BAY FRONT) PUBLIC BEACH SOUTH BAY FRONT (E) SIDEWALK APOLENA AVE. - CORAL AVE. (SOUTH BAY FRONT) 8.66 3.004.50 BEACH ACCESS (TYP.) DO C K 1 5 S T A . 0 + 5 1 . 0 DO C K 1 6 S T A . 1 + 1 4 . 0 DO C K 1 7 S T A . 1 + 8 6 . 0 DO C K 1 9 S T A . 1 + 7 8 . 5 NOTES: 1. ALL LIGHT POLE COPINGS ARE DETAIL 1 /S18 UNLESS NOTED OTHERWISE. 2. NUMBER OF SS LIGHT POLE COPINGS DETAIL 2/S19 THIS SHEET = 0 3. NUMBER OF ACCESS GAPS THIS SHEET = 5 I I I ~ I I ~ I ' ©, ' D) • A \ ~ i--~ i---I ' I I I I b@ci ® ' I I I I ® I I ' '} © ' ' ' ~ i---~ i---~ ~ ~ ~ I I I I ® I I I I I ' ' )) ' ' ' ~ ,__ I I I I I ® I I I I I I ' )) )) I I I I I ® C 7_[ RE~EWED: AS-BUILT W.A. STEWART SE 3066 COWi Marine North America 11/15/2018 3780 Kilroy Airport Way, Suite 200 DESIGNED: DRAWN: GAVP MCLS Long Beach, CA 90806 CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 5 OF 27 WNST 8/16/2107 TU R Q U O I S E CO L L I N S CO L L I N S RU B Y TO P A Z TU R Q U O I S E LEGEND: (E) BULKHEAD CAP WITH (N) COPING, (N) COPING AND STEP AT (E) DOCK, (N) PUBLIC ACCESS GAP, (E) LIGHT POLE WITH (N) COPING, (N) COPING AT ABANDONED PULLBOX SEE SHEET 13 SEE SHEET 13 SEE SHEET 14 SEE SHEETS 18 AND 19 NORTH L. P . S T A . 0 + 0 0 . 0 E. J . S T A . 0 + 7 4 . 5 ST A . 1 + 1 1 . 0 OL D P U L L B O X DO C K 2 1 S T A . 1 + 2 6 . 0 ST A . 1 + 4 6 . 5 1 8"CRACKS ST A . 1 + 5 2 . 0 E. J . S T A . 1 + 9 2 . 0 L. P . S T A . 0 + 0 0 . 0 ST A . 2 + 1 9 . 0 LONGITUDINAL CRACKS (4FT) & SPALLS, WATERSIDE DO C K 2 2 S T A . 0 + 3 5 . 5 ST A . 0 + 4 7 . 0 1 8"CRACK E. J . S T A . 0 + 8 8 . 0 ST A . 1 + 1 0 . 5 OL D P U L L B O X 5.00 DO C K 2 3 S T A . 1 + 3 0 . 0 ST A . 2 + 0 1 . 0 OL D P U L L B O X E. J . S T A . 2 + 0 5 . 5 E. J . S T A . 3 + 1 1 . 5 L . P . S T A . 0 + 0 0 . 0 E. J . DO C K 2 4 ST A . 1 + 7 8 . 0 DO C K 2 5 S T A . 2 + 0 7 . 5 E.J . S T A . 2 + 2 1 . 0 4.90 CRACKED P A T C H 6" DEEP 4.00 6.58 H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R SECTION PLANS 3 SCALE 1:10 PUBLIC BEACH SOUTH BAY FRONT (E) SIDEWALK TURQUOISE AVE. - TOPAZ AVE. (SOUTH BAY FRONT) DOCK 23 - TURQUOISE AVE. (SOUTH BAY FRONT) PUBLIC BEACH SOUTH BAY FRONT(E) SIDEWALK PUBLIC BEACH SOUTH BAY FRONT(E) SIDEWALK COLLINS AVE. - DOCK 23 (SOUTH BAY FRONT) PUBLIC BEACH SOUTH BAY FRONT(E) SIDEWALK RUBY AVE. - COLLINS AVE. (SOUTH BAY FRONT) 5.08 3.004.50 BEACH ACCESS (TYP.) ST A . 1 + 0 4 . 5 ST A . 1 + 2 8 . 0 OL D P U L L B O X ST A . 1 + 4 1 . 0 ST A . 1 + 7 2 . 0 NOTES: 1. ALL LIGHT POLE COPINGS ARE DETAIL 1 /S18 UNLESS NOTED OTHERWISE. 2. NUMBER OF SS LIGHT POLE COPINGS DETAIL 2/S19 THIS SHEET = 0 3. NUMBER OF ACCESS GAPS THIS SHEET = 3 I I I I I I I I I '' 0) I 1~ • \ ' ' I I I I I ' ' ' ' ~ f--- /- COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 ~- AS-BUILT 11/15/2018 ' ' RE~EWED: W.A. STEWART SE 3066 DESIGNED: DRAWN: GAVP MCLS CHECKED: DA TE: WNST 8 16 2107 NO. ' ' I I I I DATE I I (( ,, ' , I I I I I 11 r I I I ' D) I I I I I DESCRIPTION OF REVISIONS APPROVED ) Ir<, ' D'<,!/D SHEET 6 OF 27 P E A R L A G A T E A G A T E O P A LX 8 . 2 O P A L T O P A Z P E A R L G A R N E T LEGEND: (E) BULKHEAD CAP WITH (N) COPING, (N) COPING AND STEP AT (E) DOCK, (N) PUBLIC ACCESS GAP, (E) LIGHT POLE WITH (N) COPING, (N) COPING AT ABANDONED PULLBOX SEE SHEET 13 SEE SHEET 13 SEE SHEET 14 SEE SHEETS 18 AND 19 NORTH L . P . S T A . 0 + 0 0 . 0 E. J . S T A . 0 + 9 6 . 0 ST A . 1 + 1 2 . 5 OL D P U L L B O X E. J . S T A . 2 + 1 4 . 0 P U B L I C L. P . S T A . 0 + 0 6 . 0 0 5.33 ST A . 0 + 1 6 . 5 ST A . 0 + 2 4 . 0 SPALLS E. J . S T A . 1 + 8 9 . 0 START OF BUILDING PUBLIC RESTROOMS STA.1+87.5 L. P . S T A . 2 + 0 2 . 0 END OF CAP STA.2+06.0 L. P . S T A . 0 + 0 4 . 0 E. J . S T A . 0 + 6 6 . 0 5.33 8.84 15.57 9.12 7.17 E. J . S T A . 1 + 8 3 . 5 ST A . 0 + 0 7 . 5 1 8"CRACK ST A . 0 + 6 6 . 0 1 8"CRACK E. J . S T A . 0 + 9 4 . 5 ST A . 0 + 9 5 . 0 OL D P U L L B O X ST A . 1 + 7 7 . 5 1 8"CRACK E. J . S T A . 2 + 1 2 . 0 11.80 H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R SECTION PLANS 4 SCALE 1:10 PUBLIC BEACH SOUTH BAY FRONT (E) SIDEWALK PEARL AVE. - GARNET AVE. (SOUTH BAY FRONT) PUBLIC BEACH SOUTH BAY FRONT (E) SIDEWALK PUBLIC BEACH SOUTH BAY FRONT (E) SIDEWALK PUBLIC BEACH SOUTH BAY FRONT(E) SIDEWALK AGATE AVE. - PEARL AVE. (SOUTH BAY FRONT) OPAL AVE. - AGATE AVE. (SOUTH BAY FRONT) TOPAZ AVE. - OPAL AVE. (SOUTH BAY FRONT) 36.00 36.00 3.00 4.50 BEACH ACCESS (TYP.) D O C K 2 7 S T A . 1 + 5 3 . 0 D O C K 2 6 S T A . 0 + 8 8 . 5 D O C K 2 8 S T A . 0 + 0 0 . 0 D O C K 2 9 S T A . 0 + 5 8 . 5 D O C K 3 0 S T A . 0 + 8 6 . 0 E. J . S T A . 1 + 0 6 . 5 OL D P U L L B O X ST A . 1 + 1 3 . 0 BALBOA ISLAND AUTO FERRY BALBOA ISLAND AUTO FERRY START OF CAP STA.0+00.0 D O C K 3 3 S T A . 0 + 9 0 . 0 L . P . S T A . 0 + 0 0 . 0 S T A . 1 + 1 3 . 5 D O C K 3 4 , O L D P U L L B O X NOTES: 1. ALL LIGHT POLE COPINGS ARE DETAIL 1 /S18 UNLESS NOTED OTHERWISE. 2. NUMBER OF SS LIGHT POLE COPINGS DETAIL 2/S19 THIS SHEET = 1 3. NUMBER OF ACCESS GAPS THIS SHEET = 7 ADDED PER REQUEST 3-29-18 SEE SHT S24 FOR DETAIL DETAIL 2/S19 F U E L ADDED PER REQUEST I ' ' ' \-+-\ /f1 ll I" ~ -' -- ---\ -----' ', ', ' ' ' ' ' ' - ' I -' --' r ~ ' ' \ I ' ,, @ ' / /~ ' ' ~ ' f---' ' ' ' ' ' ' ' ' ' ' ' ' ', ' ' ' ' ' ', ' ' ' ' ' ' ' ', ' \ ' ' ' ' ', ' ' ' ' ' ' ' ' ' ', ' ' ' ' ' ' ' ' ' ~ ' ' , @ d ' ........ @ ' ' ' ' ' ' ' ', ', ' ', ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ', ' ', ' ' ' ' ' ' ' ', ' ' ' ' ' ', ' ' ' ' ' ' ' ' ' ' ' ' ', ' ' ' ' I f--- - ' \ / ) ) ' ~ J ' -.... I ~ ' ' ' ' ' ' ' ' ' ' ' ' ' COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 \ \ I ~ f--- ' ', ' ' ' ' ' ' ' ' ' ' \, AS-BUILT 11/15/2018 I I ' \ -o-- ' 1 @~· \ ) _/----------~ ' ' ' ', ' ' ' ' ' ' ' \, I(()) I REVIEWED: W.A. S1EWART SE 3066 DESIGNED: DRAWN: GAVP Ma.5 DAlE DESCRIPTICJI OF RE\'ISICJIS ', ' I ', ', ' I @ ll ' ' \ ' ' I ' ' ', ' ' ' ' ' ' -@-' ' ' ' ' ' ' \ ' ' ' ' ' ' ' ' ' ' ' ' ' ', ' ' {(;)} ' ' ' ---- ', \ ' ' ' SIEET 7 OF Tl E M E R A L D E M E R A L D G A R N E T PA R K PA R K LEGEND: (E) BULKHEAD CAP WITH (N) COPING, (N) COPING AND STEP AT (E) DOCK, (N) PUBLIC ACCESS GAP, (E) LIGHT POLE WITH (N) COPING, (N) COPING AT ABANDONED PULLBOX SEE SHEET 13 SEE SHEET 13 SEE SHEET 14 SEE SHEETS 18 AND 19 NORTH (N) PAVING REPLACEMENT & DRAINAGE PIPING REPAIR (N) T.O.C. (E) T.O.C. 1 23 5 6 8 FT, APPROX. 4 ST A . 0 + 6 6 . 0 1 8" CRACK E. J . S T A . 1 + 0 1 . 0 ST A . 1 + 1 5 . 5 OL D P U L L B O X ST A . 1 + 7 2 . 0 1 8" CRACK S T A . 2 + 0 3 . 5 SPALLS E. J . S T A . 2 + 1 3 . 5 L. P . S T A . 2 + 2 0 . 0 4.97 S T A . 2 + 0 4 . 0 LONG CRACK AT MID OF W A L L CL S T . S T A . 0 + 0 0 . 0 5.49 4.32 4.35 ST A . 0 + 7 9 . 0 OL D P U L L B O X 4.00 S T A . 1 + 5 3 . 0 MAJOR CRACKS 5.60 1 8" CRACK CRACKED CONSTRUCTION JT. H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R SECTION PLANS 5 SCALE 1:10 SOUTH BAY FRONT (E) SIDEWALK DOCK 45 - PARK AVE. (SOUTH BAY FRONT) DOCK 41 - DOCK 45 (SOUTH BAY FRONT) EMERALD AVE. - DOCK 41 (SOUTH BAY FRONT) GARNET AVE. - EMERALD AVE. (SOUTH BAY FRONT) DO C K 4 7 S T A . 3 + 4 5 . 0 L. P . S T A . 3 + 2 5 . 5 D O C K 4 6 S T A . 3 + 0 6 . 0 S T A . 2 + 9 1 . 0 MAJOR SPALLS AT REPAIR ST A . 3 + 6 0 . 0 ST A . 3 + 6 4 . 5 DO C K 4 8 S T A . 3 + 9 3 . 0 ST A . 3 + 9 0 . 5 REPAIR WITH CRACKS (2) MAJOR CRACK REPAIRS SPALLING ST A . 4 + 0 2 . 0 OL D P U L L B O X ST A . 4 + 2 8 . 5 18" CRACK DO C K 4 9 S T A . 4 + 6 2 . 5 E.J . S T A . 4 + 7 5 . 0 NUME R O U S C R A C K E.J. WITH 1-1/2" OFFSET APPROX. END OF CAP STA.4+93.5 SOUTH BAY FRONT (E) SIDEWALK 1 8" CRACK ST A . 2 + 2 3 . 0 ST A . 2 + 1 6 . 5 ST A . 2 + 3 1 . 0 ST A . 2 + 3 0 . 0 ST A . 2 + 5 3 . 5 OL D P U L L B O X DO C K 4 5 S T A . 2 + 6 6 . 0 ST A . 2 + 6 2 . 0 FAILING REPAIR, CRACKS AND SPALLS SOUTH BAY FRONT SOUTH BAY FRONT (E) SIDEWALK (E) SIDEWALK 4.00 4.30 5.17 9.32 7.17 4.00 4.00 3.00 L.P . S T A . 4 + 9 1 . 0 3.004.50 BEACH ACCESS (TYP.) L . P . S T A . 0 + 0 0 . 0 D O C K 3 5 S T A . 0 + 3 5 . 0 D O C K 3 6 S T A . 0 + 8 5 . 5 D O C K 3 7 S T A . 1 + 5 1 . 5 S T A . 1 + 9 8 . 0 D O C K 3 8 S T A . 2 + 0 1 . 0 DO C K 3 9 S T A . 0 + 5 7 . 0 DO C K 4 0 S T A . 0 + 9 5 . 5 D O C K 4 1 S T A . 1 + 2 7 . 5 S T A . 1 + 5 5 . 5 DO C K 4 2 S T A . 1 + 5 7 . 0 ST A . 1 + 6 3 . 5 ST A . 1 + 6 6 . 5 ST A . 1 + 7 1 . 0 L. P . S T A . 1 + 7 6 . 0 ST A . 1 + 8 5 . 0 DO C K 4 3 S T A . 1 + 9 3 . 5 DO C K 4 4 S T A . 2 + 2 7 . 5 H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R TYPICAL PAVING SECTION TYPICAL PAVING SECTION NOTES: 1 NEW SIDEWALK & DRAINS PER DIRECTION OF CNB. NOT BY COWI. (E) MH NEW INLET NEW INLET NEW INLET (E) MH SEE NOTES @ RIGHT SEE NOTES @ RIGHT SEE NOTES @ RIGHT 1. ALL LIGHT POLE COPINGS ARE DETAIL 1 /S18 UNLESS NOTED OTHERWISE. 2. NUMBER OF SS LIGHT POLE COPINGS DETAIL 2/S19 THIS SHEET = 0 3. NUMBER OF ACCESS GAPS THIS SHEET =2 NOTES BEGIN P V M T R E N E W A L \H f-- _\ I- . -. • < • a I I -- -: --;_ ,I - COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 AS-BUILT 11/15/2018 REVIEWED: W.A. SlEWART SE 3086 DESIGNED: DRAIN: GAVP 1 5-7-18 a£a<ED: INST 07 NO. DAlE 1 . 2. ll D 0 0 I 00 /---0 0 NOTE: SEE REFERENCJ DRAWINGS FOR EXISTING PAVEMENT AND DRAINGE PIPING. DEMOLISH AND DISPOSE (E) PAVING. PRIOR TO STARTING WORK, REVIEW AREAS WITH ENGINEER TO DETERMINE ACTUAL LIMITS. DETERMINE DRAINAGE REPAIRS DURING WORK. REMOVE AND STOCKPILE 6" OF (E) SUBBASE. DISPOSE OF ANY UNSUITABLE SOIL OR OTHER MATERIALS. CLEAN OUT OLD GROUT & SPONGY MATERIALS COMPLETELY, GOING BELOW 6" DEPTH AS NEEDED. REPLACE WITH SOILS FROM STOCKPILE. FILL ANY VOIDS BELOW 12" WITH ROCK. REMOVE (E) DRAINS AND DISPOSE. P.I.P. REMAINING PVC DRAINAGE SYSTEM. 3. P.I.P. (E) WATERPROOFING MEMBRANE AGAINST WALL. REPLACE ANY DAMAGED OR MISSING. USE BENTONITE BOARD OR OTHER EXPANDING SEAL MATERIAL. 4. P.I.P. (E) 6" PVC STORM DRAIN PIPE. INVERT VARIES IN ELEVATION FROM APPROX. 1' TO 2' BELOW (E) TOP OF PAVEMENT. 5. CONSTRUCT 12" THICK SOIL-CEMENT SUBGRADE IN (2) 6" THICK LIFTS PER SSPWC 201-8 & 301-3.2 USING IN-PLACE MIXING PER 201-8.43 & 301-3.2.5.3. A. USE (1) 94 LB BAG OF CEMENT PER 4 LF OF SIDEWALK (32 SF) PER LIFT, TO ACHIEVE 5% CEMENT CONTENT BY WEIGHT. B. ADJUST MOISTURE CONTENT OF SOIL-CEMENT MIX TO ACHIEVE OPTIMUM MOISTURE CONTENT (+3%, -1 %). COMPACT TO 95% RELATIVE COMPACTION. C. SPREAD CEMENT, MIX & COMPACT LOWER LIFT AT LOW TIDE. IMMEDIATELY PLACE 2ND LIFT OF SOIL FROM STOCKPILE AND GRADE TO LINES. SPREAD CEMENT, MIX & COMPACT 2ND LIFT. LEAVE LOWER UNDER WALL AS INDICATED. D. PLACE 6 MIL VISQUEEN VAPOR BARRIER IMMEDIATELY OVER PREPARED SOIL-CEMENT SUBGRADE. 6. SET NEW ALHAMBRA A-338 DRAINS W/ GALV. GRATE AND BRASS SCREWS. MATCH (E) ELEVATION. CONSTRUCT NEW 4" THICK (THICKER UNDER CAP) CONCRETE SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-180-L. SURFACE FINISH TO MATCH ADJACENT. PAVEMENT ELEVATIONS TO MATCH ORIGINAL. DISPOSE OF REMAINING STOCKPILE AT END OF PROJECT. REV. IEST END SLAB CONS1RUC110N DESCRIPTICJI Of RE\'ISICJIS SIEET 8 Of Tl EM E R A L D P A R K P A R K GA R N E T EM E R A L D LEGEND: (E) BULKHEAD CAP WITH (N) COPING, (N) COPING AND STEP AT (E) DOCK, (N) PUBLIC ACCESS GAP, (E) LIGHT POLE WITH (N) COPING, (N) COPING AT ABANDONED PULLBOX SEE SHEET 13 SEE SHEET 13 SEE SHEET 14 SEE SHEETS 18 AND 19 NORTH (N) PAVING REPLACEMENT & DRAINAGE PIPING REPAIR H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R SECTION PLANS 6 SCALE 1:10 PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK EMERALD AVE. - GARNET AVE. (NORTH BAY FRONT) PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK (E) SIDEWALK NORTH BAY FRONT (E) SIDEWALK DOCK 57 - EMERALD AVE. (NORTH BAY FRONT) DOCK 53 - DOCK 57 (NORTH BAY FRONT) PARK AVE. - DOCK 53 (NORTH BAY FRONT) NORTH BAY FRONT START OF CAP STA.0+00.0 3.00 ST A . 0 + 5 8 . 0 LONGITUDINAL CRACK ST A . 0 + 7 1 . 0 E. J . S T A . 0 + 8 2 . 0 CRACKED REPAIR LONGITUDINAL CRACK L. P . S T A . 0 + 9 5 . 0 3.00 ST A . 1 + 4 1 . 0 CL O S E D S P A L L DO C K 5 3 S T A . 1 + 5 8 . 0 LONGITU D I N A L C R A C K ST A . 1 + 6 9 . 0 5.00 ST A . 2 + 0 2 . 0 OL D P U L L B O X 3.66 DO C K 5 5 ST A . 2 + 2 6 . 5 DO C K 5 6 ST A . 2 + 7 6 . 0 4.00 L. P . S T A . 3 + 1 1 . 0 LONGITUD I N A L CRACK ST A . 3 + 0 9 . 5 ST A . 3 + 0 6 . 0 E.J . S T A . 3 + 1 6 . 0 ST A . 3 + 2 8 . 0 CR A C K E D P A T C H DO C K 5 7 S T A . 3 + 3 7 . 5 3.92 ST A . 4 + 0 8 . 0 OL D P U L L B O X E. J . S T A . 4 + 3 4 . 0 3. 6 0 8.60 DO C K 5 8 S T A . 0 + 0 0 . 0 E. J . S T A . 0 + 4 3 . 5 ST A . 1 + 3 1 . 0 OL D P U L L B O X E. J . S T A . 1 + 6 1 . 5 ST A . 2 + 2 9 . 0 CR A C K E D E. J . S T A . 1 + 9 9 . 0 D O C K 5 0 S T A . 0 + 2 1 . 0 ST A . 0 + 4 0 . 0 DO C K 5 1 S T A . 0 + 6 5 . 0 DO C K 5 2 S T A . 1 + 0 4 . 0 DO C K 5 4 S T A . 1 + 8 6 . 0 RE P A I R L. P . S T A . 0 + 0 6 . 5 NOTES: 1. ALL LIGHT POLE COPINGS ARE DETAIL 1 /S18 UNLESS NOTED OTHERWISE. 2. NUMBER OF SS LIGHT POLE COPINGS DETAIL 2/S19 THIS SHEET = 0 3. NUMBER OF ACCESS GAPS THIS SHEET = 2 NIC PER CNB 2/14/18 NIC PER CNB 2/14/18 PU B L I C I -(()) ' ~ --- I I I I I ' 1 \..--7 __J L_ - ~ ~ ' ' ' ' J - \--\ I . • I ------7 I I I ' I I I I I I @ -i-- ~ I I I I I (}]j COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 @ ~-~~~ I I --------/--;---------------------:/ _/ ' --------- I I - - ' I I r-- / ----- ' ' ' ' ' (Q\ __ -_; I AS-BUILT 11/15/2018 I I ' I I I I I ' ' REVIEWED: W.A. S1EWART SE 3088 DESIGNED:GA'I' DRAWN: Ma.5 ' ' ' ' ' ,I I DAlE DESCRIPTICl,I OF RE\'ISICl,IS NOTE: ,/ (n\ !"'J@ Ci D SEE SHT 8 FOR PAVING & DRAINAGE DETAILS DETAILS. SIEET 9 OF Tl C O L L I N S AG A T E AG A T E PE A R L GA R N E T PE A R L RU B Y CO L L I N S LEGEND: (E) BULKHEAD CAP WITH (N) COPING, (N) COPING AND STEP AT (E) DOCK, (N) PUBLIC ACCESS GAP, (E) LIGHT POLE WITH (N) COPING, (N) COPING AT ABANDONED PULLBOX SEE SHEET 13 SEE SHEET 13 SEE SHEET 14 SEE SHEETS 18 AND 19 NORTH H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R SECTION PLANS 7 SCALE 1:10 PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK COLLINS AVE. - RUBY AVE. (NORTH BAY FRONT) AGATE AVE. - COLLINS AVE. (NORTH BAY FRONT) PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK PEARL AVE. - AGATE AVE. (NORTH BAY FRONT) GARNET AVE. - PEARL AVE. (NORTH BAY FRONT) E. J . S T A . 0 + 1 7 . 0 5.89 ST A . 1 + 2 1 . 5 OL D P U L L B O X ST A . 1 + 9 0 . 0 CR A C K E D ST A . 2 + 0 8 . 0 L. P . S T A . 0 + 0 0 . 0 E. J . S T A . 0 + 1 6 . 0 DO C K 6 0 S T A . 0 + 7 8 . 0 5.80 ST A . 1 + 1 8 . 5 OL D P U L L B O X E. J . S T A . 1 + 3 3 . 5 ST A . 1 + 4 6 . 0 CR A C K E D ST A . 2 + 3 4 . 0 CL O S E D S P A L L L. P . S T A . 0 + 0 0 . 0 4.63 DO C K 6 2 S T A . 0 + 9 0 . 5 4.11 E.J . S T A . 0 + 9 5 . 0 S T A . 1 + 2 0 . 5 C R A C K E D R E P A I R 4.06 OP E N S P A L L E. J . S T A . 0 + 1 3 . 0 3.004.50 BEACH ACCESS (TYP.) L . P . S T A . 0 + 0 0 . 0 DO C K 5 9 S T A . 0 + 7 5 . 0 E. J . S T A . 1 + 3 5 . 0 RE P A I R CL O S E D S P A L L RE P A I R DO C K 6 1 S T A . 0 + 3 8 . 0 DO C K 6 3 S T A . 0 + 6 3 . 0 L. P . S T A . 0 + 0 0 . 0 E. J . S T A . 0 + 8 5 . 5 ST A . 1 + 1 1 . 0 OL D P U L L B O X ST A . 1 + 4 2 . 5 CL O S E D S P A L L E. J . S T A . 2 + 0 3 . 0 ST A . 2 + 1 5 . 0 NOTES: 1. ALL LIGHT POLE COPINGS ARE DETAIL 1 /S18 UNLESS NOTED OTHERWISE. 2. NUMBER OF SS LIGHT POLE COPINGS DETAIL 2/S19 THIS SHEET = 0 3. NUMBER OF ACCESS GAPS THIS SHEET = 4 SEE SHT S23 FOR PAVING & DRAINAGE WORK THIS AREA I / I ~ I / I -@ '· r-\ -~ I-- --- / I I @ ! ~ I-- ! I I ; I (( I , ~ ~ , , , , ! ; ! , , , , , I I , I I I I ! I ; I I ! I I I I I I I I I I I I I I I I ; I I I I I I I I I I I I ; I I I ; I I I I I I I I I I I I I I I I , , , , , , I I I I I I I I I I I I I I I I I I I COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 , , , , ; , I I I ! I I I I ! I I I I ! I I I I I I AS-BUILT 11/15/2018 , ! , , I I ! I I I I I ! I I I I I I I I I I I REVIEWED: W.A. SlEWART SE 3086 DESIGNED: DRAIN: GAVP MQS ! @.-, / ll ' @ ~ I ~ ! , @ I I I , , , , , I I ; I I I I I I ! I I I I I I I I ! I : I DAlE DESCRIPTICJI Of RE\'ISICJIS SIEET 10 OF Tl DI A M O N D RU B Y SA P P H I R E DI A M O N D CO R A L SA P P H I R E AP O L E N A CO R A L LEGEND: (E) BULKHEAD CAP WITH (N) COPING, (N) COPING AND STEP AT (E) DOCK, (N) PUBLIC ACCESS GAP, (E) LIGHT POLE WITH (N) COPING, (N) COPING AT ABANDONED PULLBOX SEE SHEET 13 SEE SHEET 13 SEE SHEET 14 SEE SHEETS 18 AND 19 NORTH H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R SECTION PLANS 8 SCALE 1:10 CORAL AVE. - APOLENA AVE. (NORTH BAY FRONT) PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK SAPPHIRE AVE. - CORAL AVE. (NORTH BAY FRONT) DIAMOND AVE. - SAPPHIRE AVE. (NORTH BAY FRONT) RUBY AVE. - DIAMOND AVE. (NORTH BAY FRONT) CLOSED SPALL 24"X6" L. P . S T A . 0 + 0 0 . 0 4.23 E. J . S T A . 1 + 0 8 . 5 ST A . 1 + 1 2 . 5 OL D P U L L B O X 4.23 4.15 E. J . S T A . 2 + 0 3 . 5 8.74 5.69 ST A . 1 + 1 2 . 0 OL D P U L L B O X 4.15 4.23 4.00 4.00 ST A . 1 + 7 5 . 0 ST A . 1 + 8 3 . 0 CRACKED REPAIR CRACKED REPAIRS ST A . 2 + 1 3 . 0 3.004.50 BEACH ACCESS (TYP.) L. P . S T A . 0 + 0 0 . 0 E. J . S T A . 0 + 9 8 . 0 ST A . 1 + 1 1 . 0 OL D P U L L B O X E. J . S T A . 2 + 1 5 . 5 DO C K 6 4 S T A . 0 + 6 7 . 0 DO C K 6 5 S T A . 0 + 9 6 . 5 DO C K 6 6 S T A . 1 + 7 3 . 5 DO C K 6 7 S T A . 0 + 0 0 . 0 DO C K 6 8 S T A . 0 + 8 0 . 5 DO C K 6 9 S T A . 1 + 2 7 . 0 DO C K 7 0 S T A . 1 + 8 0 . 0 ST A . 2 + 0 3 . 5 C H A N G E OF C A P S E C T I O N E. J . S T A . 2 + 1 3 . 0 E. J . S T A . 0 + 9 6 . 0 L.P . S T A . 0 + 0 5 . 5 L. P . S T A . 0 + 0 0 . 0 DO C K 7 1 S T A . 0 + 3 1 . 5 E. J . S T A . 0 + 4 7 . 5 DO C K 7 2 S T A . 1 + 2 0 . 5 E. J . S T A . 1 + 6 4 . 5 NOTES: 1. ALL LIGHT POLE COPINGS ARE DETAIL 1 /S18 UNLESS NOTED OTHERWISE. 2. NUMBER OF SS LIGHT POLE COPINGS DETAIL 2/S19 THIS SHEET = 2 3. NUMBER OF ACCESS GAPS THIS SHEET = 5 DETAIL 2/S19 PU B L I C DETAIL 2/S19 I I I I I I I ! I I I • I ~ I • I I I """ • I I \0/ I \l.v/ • I ; \ I I I I ! u I ! ® ) @ ' DD • • ® I I I I I I I I I I I I ! I I ! I I I I I : : I I I I I I I @r-I (DJ) I ! I I ~ i--~ i--~ ~ I I I I I ! I I I ; ! ; I ! I ! I I I I I I I I I I I I I I I I I I ! I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I ! I I ! I I ! I I I I I I ! I I I I I ! I I I I I I I I I I I I I ! I I ! I I I I I I I I ® • I I I I I I I I I I I I I I I I ,@, • .@ I I • • -I I -~ --~ ~ ~ ,--~ i-- I I I : I I I I I I I I ! I I I I I I I I I I I I I I I ! I I I I I I ! I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I ; I ! I I ! I ! I I I I I I I I I I I I ! I I I I I I I I I I ; I ! I I ! I I I I I I I ! I I I I I I ! I I I I I I I I I I I I I ; I I I ® ~ I /y I 1---t@ ( )) I I ~ ~ ~ ~ I I I I ® C i REVIEWED: AS-BUILT W.A. SlEWART SE 3086 COWi Marine North America 11/15/2018 3780 Kilroy Airport Way, Suite 200 DESIGNED: DRAIN: GAVP ua.s Long Beach, CA 90806 a£a<ED: DAlE:i/1 1/21 NO. DAlE DESCRIPTICJI Of RE\IISICJIS APPRO't'ED SIEET 11 OF Tl INST 8 6 07 MA R I N E ON Y X ON Y X AM E T H Y S T AM E T H Y S T AP O L E N A MA R I N E GR A N D C A N A L LEGEND: (E) BULKHEAD CAP WITH (N) COPING, (N) COPING AND STEP AT (E) DOCK, (N) PUBLIC ACCESS GAP, (E) LIGHT POLE WITH (N) COPING, (N) COPING AT ABANDONED PULLBOX SEE SHEET 13 SEE SHEET 13 SEE SHEET 14 SEE SHEETS 18 AND 19 NORTH H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R SCALE 1:10SECTION PLANS 9 MARINE AVE. - GRAND CANAL (NORTH BAY FRONT) ONYX AVE. - MARINE AVE. (NORTH BAY FRONT) AMETHYST AVE. - ONYX AVE. (NORTH BAY FRONT) APOLENA AVE. - AMETHYST AVE. (NORTH BAY FRONT) PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK PUBLIC BEACH NORTH BAY FRONT (E) SIDEWALK L. P . S T A . 0 + 0 0 . 0 E. J . S T A . 0 + 6 1 . 0 DO C K 7 3 S T A . 1 + 2 4 . 5 4.16 DO C K 7 4 S T A . 1 + 5 8 . 0 5.25 E. J . S T A . 1 + 7 8 . 0 DO C K 7 5 S T A . 1 + 8 3 . 0 4.16 L. P . S T A . 0 + 0 0 . 0 DO C K 7 6 S T A . 0 + 3 5 . 5 E. J . S T A . 0 + 7 5 . 0 DO C K 7 7 S T A . 0 + 8 0 . 5 4.00 4.00 DO C K 7 8 S T A . 1 + 1 7 . 5 4.00 DO C K 7 9 S T A . 1 + 7 1 . 5 4.00 E. J . S T A . 1 + 9 2 . 0 L. P . S T A . 0 + 0 0 . 0 ST A . 0 + 4 7 . 5 CLOSED SPALL 24"X6" E. J . S T A . 0 + 8 8 . 0 DO C K 8 0 S T A . 1 + 1 0 . 5 4.20 DO C K 8 1 S T A . 1 + 8 6 . 0 4.00 (E) STEPS EN D O F C A P UN D E R T H E B R I D G E (E) CURB (E) STEPS (E) CURB ST A R T O F CA P U N D E R B R I D G E DO C K 8 2 S T A . 0 + 0 6 . 0 4.00 ST A . 0 + 8 2 . 5 CRACKED REPAIR DO C K 8 3 S T A . 1 + 0 0 . 0 4.00 E. J . S T A . 1 + 5 2 . 5 CH A N G E O F C A P S E C T I O N CRACKED REPAIR DO C K 8 4 S T A . 1 + 6 4 . 0 4.30 PR O J E C T L I M I T 31.50 (E) CAP RAISED. NO COPING TO BE ADDED. BO T T O M S T E P ST A . 0 + 0 0 . 0 3.004.50 BEACH ACCESS (TYP.) SEE DETAIL 2, S17 NOTES: 1. ALL LIGHT POLE COPINGS ARE DETAIL 1 /S18 UNLESS NOTED OTHERWISE. 2. NUMBER OF SS LIGHT POLE COPINGS DETAIL 2/S19 THIS SHEET = 2 3. NUMBER OF ACCESS GAPS THIS SHEET = 4 DETAIL 2/S19 DETAIL 2/S19 \ 1/ ' I ~ ' I I I ~ .--- C COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 AS-BUILT 11/15/2018 ~ ~ L.. .....J REVIEWED: W.A. S1EWART SE 3066 DESIGNED: DRAWN: GAVP Ma.s a£a<ED: INST DA,/16/2107 NO. DAlE I ' ' ' ' I DESCRIPlDI OF REVISIONS APPRO't'ED ll ) © I DD • • SIEET 12 OF Tl LINE OF (E) CAP BELOW PRIVATE DOCK PLAN 1"=1'-0"- S13 1 VARIES WIDTH OF DOCK 114" 1' - 0 " (E) DOCK (N) CONCRETE COPING (N) CONCRETE STEP 1' - 1 1 " 6" TYP. 11 " B S13- A S13- VE R I F Y ( E ) D I M E N S I O N S SECTION SECTIONB S13-3"=1'-0" A S13-3"=1'-0" 1'-0" WATER SIDE SIDEWALK(E) CAP WATER SIDE SIDEWALK (E) CAP (E) DOCK DO NOT DISTURB (E ) D O C K VA R I E S 103 4"114"11" (N) CONCRETE COPING (N) CONCRETE STEP DRILL & EPOXY #4 DOWELS @ 1'-0" O.C. TYP. EMBED 8". CHIP AND REMOVE CORNER RADIUS, 4" EA. DIRECTION. #5 LONGITUDINAL BARS, CONT. DRILL & EPOXY #4 DBA'S @ 1'-6" O.C. EA SIDE. STAGGER, TYP. LOCATE (E) TOP REBARS BEFORE DRILLING HOLE TO MISS BARS. EMBEDD 8". (N) CONCRETE COPING CHANGED TO CHAMFER PER CONTRACTOR REQUEST, ALL LOCATIONS, ALL CORNERS 1" DEEP SAW CUT, TYP. 112" RADIUS AT CORNERS, TYP VERIFY 412 " TO ℄ OF HOLE NOTIFY ENGINEER IF GREATER (E) 58" SQ. LONGITUDINAL BARS, TYP. 3" TO ℄ VERIFY (E) 38" Ø STIRRUPS @ 24" O.C. 3 - #5 LONGITUDINAL BARS DRILL & EPOXY #4 DBA'S @ 1'-6" O.C. EA. SIDE , STAGGER, TYP. EMBED 8".#3 @ 12" ROUGHEN SURFACE MIN 14" AMPLITUDE WHERE NEW CONC IS PLACED AGAINST EXISTING. APPLY APPROVED BONDING AGENT PRIOR TO PLACING CONCRETE1.REMOVE (E) CONC 2" DEEP AT CORNER BUT NO GEATER THAN TOP OF (E) REBAR. PRESERVE REBAR. 2.ROUGHEN SURFACE MIN 14" AMPLITUDE WHERE NEW CONC IS PLACED AGAINST EXISTING. 3.APPLY APPROVED BONDING AGENT PRIOR TO PLACING CONCRETE SPACE FOR FORMBOARD, TO BE INDEPENDENT OF ANY (E) DOCK STRUCTURE. FORMBOARD MAY TOUCH, BUT NOT USE DOCK STRUCTURE FOR SUPPORT. REMOVE FORMBOARD AFTER CURING CONCRETE, AND REPAIR ANY DAMAGE TO DOCK. COORDINATE WITH DOCK OWNER. T.O.C.T.O.C. (E) T.O.C.(E) T.O.C. PRESERVE (E) RADIUS 0" 3" CLR TYP. #5 LONGITUDINAL BARS, CONT. VERIFY 412 " TO ℄ OF HOLE NOTIFY ENGINEER IF GREATER 3" TYP 2" TY P ROUGHEN SURFACE UNDER NEW CONC (E) CONC PROTECTLINE OF (N) CONC SAW-CUT 12" TO DEFINE JOINT DETAIL AT TYPE "A" COPING. NOTE: REINFORCING SAME. EXTERIOR CORNER SIM. SEE DETAIL 1/S-15 FOR CONFIGURATION DETAILS SHOWN FOR TYPE "A", "B" AND "C" COPINGS. TYPE "D" SIMILAR. SEE SHT 3 FOR LOCATIONS. 2" 3" DRILL & EPOXY #4 DBA'S @ 12" EMBED AS SHOWN. 3" 1" DEEP SAW CUT, TYP. 12" DEEP SAW CUT, TYP. 6" 5° WATER SIDE SIDEWALK ℄ OF CAP AND HOLE @ ENTRY POINT ON (E) CONC AFTER CONC REMOVED #6 DBA (E) LIFTING STRAP @ ℄OF PILE. OFFSET HOLE TO MISS. EM B E D M E N T D E P T H NOTES 1. INSTALL GROUTED DBA AS SHOWN AT EACH (E) PILE. 2. REMOVE TOP 1 12" OF CONC CAP AS SHOWN IN DETAILS A/S13 AND B/S13 3. SLANT DRILL HOLE THRU CAP AND INTO PILE. USE DRILLING JIG CAPABLE OF MAINTAINING 12" DIMENSION TOLERANCE. 4. OFFSET HOLE 1 12" FROM ℄ OF PILE IN LONGITUDINAL DIRECTION TO MISS EMBEDDED LIFTING STRAP. 5. EMBEDMENT DEPTH INDICATED SHALL BE 17" IF MADE BY CARBIDE IMPACT BIT, OR 22" IF MADE BY DIAMOND CORE DRILL. VA R I E S 3" C L R TY P . 6. TAKE SPECIAL PRECAUTION NOT TO CUT OR DAMAGE EXISTING REBAR IN PILE OR CAP. 7. SEE DETAILS A/S13 AND B/S13 FOR ADDITIONAL INFORMATION AS APPLICABLE. 8. WHERE A TYPICAL DBA (SEE DETAIL A/S13) WOULD FALL WITHIN 4" OF THE DBA IN THIS DETAIL, THE TYPICAL DBA MAY BE OMITTED. VA R I E S 1' - 1 " AT TYPE "D" COPING 1-1/2"=1'-0"- S13 D (E) CONCRETE BULKHEAD (E) CAP WATER SIDE SIDEWALK T.O.C. (E) T.O.C. 6" 5° ℄ OF CAP AND HOLE @ ENTRY POINT ON (E) CONC AFTER CONC REMOVED #6 DBA EM B E D M E N T D E P T H VA R I E S SECTION SHOWING 1-1/2"=1'-0"- S13 C DETAIL SHOWN FOR CAP TYPE "C". CAP "A" AND "B" SIMILAR. DBA INTO PILE H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R TYPICAL SECTION DOCK SECTION SCALE AS SHOWN NOTES: 1. VERIFY ALL DIMENSIONS AND LOCATIONS OF (E) REBAR THAT COULD INTERFERE WITH INSTALLATION BEFORE STARTING WORK. 2. INSPECT ALL (E) REINFORCING FOR CORROSION WHERE EXPOSED. NOTIFY ENGINEER IF REMAINING REBAR AREA LOSS IS GREATER THAN 15%. 3. REMOVE CORRODED OR DAMAGED REBAR AND LAP-SPLICE OR WELD IN SPLICE OF SAME AREA. NIC PER ADDENDUM #3 I I I ', _L _<__ // ' ,I I I r' ~-J I I f f I I I I I I I I I I I I r I :G) r I I I ' I I I I I I ' I I I I I ' I I -t-- ' I I I I I ' I I I I I -i I I I I f I I I I I ---1 r t __ - --7-, ' < I I I --l- 1 I l \_ __ \f/ -__ JI I ~:~ /---- 1 I --11 ------ I I I I' I I I I I I ,~j -1 I ' ' "~1 1---------- I I \ \ I I G) 11 I I I I I I I I -l I I I I I I I I I I I I I I I ' I I I I I I ' I I I I I I I .:', ·I I • I I I '1------- I COWi Marine North America .J • 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 I AS-BUILT 11/15/2018 I I W.A. S1EWART SE 3088 DESIGNED:GAIIP DRAIN: MCLS I DAlE • > I --- I ' i ~-- 1 I I I I I I - ' ii ,-- ' c __ i I I ' ' j DESCRIP1JON OF RE\'ISl~S • / ' ~ \,,. '---- ✓, A "--'-/ ,.. l • > ' l ' L. L. \_ ;_:_1 c; ~ _l_ ·-.. •,, ::~~ CT SIEET 13 OF Tl 5"DETAIL 3"=1'-0"- S14 2 SECTION 3"=1'-0"- S14 D 212" R1 4" 3 X 10 NOM. STOPBOARD LAND SIDE 314" 134" 412" 2" 58" X 1" SLOTTED HOLE (E) T.O.C.3 4" = 33% COMPRESSION D-PROFILE RUBBER SEAL W/ ADHESIVE TAPE 3'-9" ± 116" (NTS) SYM. ABOUT ℄ (2) S.S. COUPLER NUTS (2) 12" Ø X 4" S.S. BOLTS w/ JAM NUTS 316" 4" 38" S.S. BENT ⅊ 1 2" I.R. (2) 12" Ø X 10" S.S. H.S. BENT 45° (2) 12" Ø X 12" S.S. ALL-THREAD ROD 21 2" 212" OVERAL LENGTH 912" 43 4" 314" 5 8" 912" X 8" X 58" EPDM FOAM RUBBER, w/ 34" Ø HOLES TO MATCH S.S. ⅊, FIELD BENT TO FIT. WHEN INSTALLED, SEAL WILL COMPRESS. 916" Ø HOLE THRU ⅊ 2" 3" TY P TYP ELEVATION - S14 E 3'-0" CLR OPENING PLAN VIEW - PUBLIC ACCESS GAP & PUBLIC DOCK GAP (SIM) 3"=1'-0"- S14 1 11 " 1' - 0 " (E) CAP SEE DETAIL (E) CAP WATER SIDE SIDEWALK 1-1/2" RADIUS BULLNOSE AT CORNERS A S14- 1'-0" SECTION 3"=1'-0"- S14 A WATER SIDE SIDEWALK (E) CAP 38" S.S. PLATE SEE DETAIL (N) COPING 3"=1'-0" C S14 - B S14- SECTION S14- B SECTION 3"=1'-0"- S14 C 1-1/2" R. AT CORNERS GRIND EDGE R. = 316" ALL EXPOSED EDGES,TYP. (E) CAP (E) CAP (N) COPING (N) COPING NOTES: 1.STOPBOARD NOT SHOWN FOR CLARITY 2.PUBLIC ACCESS SHOWN. PUBLIC DOCK SIM. D S14- NOTES: 1.STOPBOARD NOT SHOWN FOR CLARITY 2.REINF IN (N) COPING NOT SHOWN 3.GRIND ALL S.S.EDGES ROUND AND SMOOTH (N) TIMBER DOCK POST @ PUBLIC DOCK OPENING, BY OTHERS TOP OF COPING REMOVED BEYOND TO CREATE POCKET TO SEAT S.S. END PLATE RETAIN TOP OF (E) COPING IN GAP SAW-CUT 112" DEEP FILL POCKET W/ HS / NS GROUT W/ 112" R @ EDGE DETAIL FOR CAP TYPES "B", "C", & "D" SHOWN. TYPE "A" SIM. (N) COPING (N) COPING INSTALLED STOPBOARD (2) 12" Ø S.S. BOLTS W/ G.I. OGEE WASHER S.S. END ⅊ SYM. ABOUT ℄ 1" 212" 1 2" 1 2" 4" TOP OF (N) CONC. SEE SHT 15 FOR ELEVATIONS VA R I E S 112" BOT. OF ⅊ 12" GAP 414" 3" 312" 412" NOTE: S.S. END PLATES SHALL ONLY BE INSTALLED USING TEMPLATE SHOWN IN DETAIL 3 THIS SHT. SEE SPECS. 234" 334" ℄ A L L - T H R E A D ℄ B E N T S T U D S 38" S.S. PLATE SEE DETAIL38" S.S. PLATE SEE DETAIL 2 HS / NS GROUT BEYOND CREATE POCKET BENT H.S. ℄ A L L - T H R E A D 12" S.S. COUPLER NUT WELDED TO ⅊ W/ S.S. BOLT & NUT 21 2" - S14 2 EPDM FOAM RUBBER SEAL BTWN ANGLE & BOARD S14 POCKET & HS / NS GROUT 5" 3'-9" 2"2"3'-5" 8" 134" 412" 134" 5" RMV FLANGE & GRIND SMOOTH 5" NOTE #2916" Ø HOLE PLAN ELEVATIONEND VIEW END PLATES SETTING TEMPLATE - S14 3 NOTE #1 NOTES: 1. PROVIDE "M" OR "F" AS WELDED BEAD, THIS FACE. FOR MASTER AND FABRICATOR TEMPLATES ONLY. 2. PROVIDE NOTCHES 3 8" DEEP ON TOP EDGE TO IDENTIFY TEMPLATE NUMBER. FIELD TEMPLATES ONLY. 3. WHEN S.S. ANGLES ARE BOLTED TO TEMPLATE, TOLERANCES SHOWN SHALL NOT BE EXCEEDED 4. SEE SPECS FOR ADDITIONAL REQUIREMENTS. L 4 X 8 MILD STEEL 3'-10"±1/8" H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R PUBLIC ACCESS & PUBLIC DOCK GAP DETAILS SCALE AS SHOWN G) I ------- I I I 111 I I irpr L _________ J I I _)-----,-- -----+-----+-~ ',_' l_ ~-'f-----cc__ I_ - 11 I[= _)-----,,-- -----+----+-----, f---'-_-__ I I I TT G) COWi Marine North America I I I I ' cL I I I 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 I t I AS-BUILT 11/15/2018 I I I -, I I I , I I ;,'~ -, I --I --------------"-~ .---, ii I I ~H G) I I, / ----------p-----,--------,17,,---------'------------;r----'----;-~_-_-_~--+-'-t~=--_-----,_ --------.--- '"" I -~; G) I --:> ~ ---r .... >_~- I _l_ ' I T I I I I I - -1 ----J_ +------~ ,__ I G) ] 1--.------t====-=-=---=--=F=-= _-L -- G) G) REVIEYlm: W.A. S1EWART SE 3066 DESIGNED:GAIJP DRAIN: ua.s DAlE DESCRIPTICJI OF RE\'ISICJIS SIEET 14 OF Tl VA R I E S 312" 2" 1' - 2 " TYPE A COPING 1/1/2"=1'-0"- S15 1 TYPE B COPING 1-1/2"=1'-0"- S15 2 TYPE C COPING 1-1/2"=1'-0"- S15 3 VA R I E S 1'-0"11" 1' - 1 " TYPE D COPING 1-1/2"=1'-0"- S15 4 (E) CONCRETE BULKHEAD 1'-5" SIDEWALK 2' - 0 " + / - TYPE E - NO COPING REQUIRED 1-1/2"=1'-0"- S15 5 SIDEWALK 1'-0"11"1'-0"11"1'-0"11" 1'-0"1'-0" VA R I E S 312" 2" 9" SIDEWALK VA R I E S 312" 2" (E) CAP (E) CAP (E) CAP (N) COPING (N) COPING (N) COPING (N) COPING WATER SIDE SIDEWALK WATER SIDE WATER SIDE WATER SIDE SIDEWALK WATER SIDE NOTE: THIS SECTION IS SHOWN FOR REFERENCE ONLY. NO COPING IS REQUIRED HERE. T.O.C. (E) T.O.C. (E) CAP (E) CAP T.O.C. (E) T.O.C. T.O.C. (E) T.O.C. T.O.C. (E) T.O.C. H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R COPING TYPE DETAILS SCALE AS SHOWN PROPOSED TOP OF CONCRETE (T.O.C) SOUTH BAYFRONT = 9.0 ft NAVD88 NORTH BAYFRONT = 8.5 ft NAVD88, BUT NOT LESS THAN 9" ABV (E) CAP I I I I I I I I I - " ' -- ," <i a L ~ J - I I I ' I I I I I ' I I // I I COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 I I I I I, 17 I \ : l I I I I I I I I I I I , I AS-BUILT REVIEYlm: W.A. S1EWART SE 3088 I/ I I l I -~ ~-------___ ,,, 11 /1 5 /201 8 f==:------r=;;;;;:--------J...-----+------!~--------+-----+----------r---, DESIGNED:GAIIP DRAIN: Ma.S a£a<ED: DA1E; ,. , ,... NO. INST 81161,u07 DAlE DESCRIP'IDI OF RE\'ISIONS APPR(MI) SIEET 15 OF Tl CRACK REPAIR -S16 1 TOP SURFACE CRACKS ONLY VERTICAL SURFACE CRACKS (E) CONCRETE SURFACE1 CRACK 1. ROUT TOP OF CRACK TO FORM VEE-GROVE. THOROUGHLY CLEAN WITH COMPRESSED AIR AND WIRE-WHEEL TOOL. 2.FOR CRACKS 18" WIDE AND GREATER, FILL CRACK WITH OVEN DRIED SILCA SAND. 3.APPLY METHACRYLATE SEALER FOLLOWING MANUFACTURER'S RECOMMENDATIONS AND ALLOW TO PENETRATE CRACK. 4.CAST OVEN DRY SILCA SAND ON TOP OF THE CRACK TO ABSORB EXCESS. SCRAPE OFF AFTER INITIAL SET. S16 CRACK SPALL REPAIR N.T.S.- 2 SIKATOP 122 PLUS OR CONCRETE FILL N.T.S. REMOVE TO SOUND MATERIAL 1" BELOW (E) REBAR (E) REINFORCEMENT SPALL REPAIR NOTES: 1.SAW CUT EDGES 1" DEEP. 2.CHIP AND REMOVE ALL LOOSE MATERIAL. CHIP 1" BEYOND EXISTING REBAR. PRESERVE ALL REBAR. USE SMALLEST CHIPPING HAMMER FOR THE WORK. DAMAGED REBAR WILL BE REPLACED AT NO ADDITIONAL COST TO THE CITY. 3.INSPECT REINFORCING REPLACE ANY REINFORCING SHOWING 20% LOSS OF SECTION OR GREATER BY CUTTING OUT DETERIORATED SECTION AND WELDING IN NEW SECTION. USE A706 REBAR OF SAME AREA OR LARGER. IF NEEDED, PRE-HEAT EXISTING STUBS. 4.CLEAN THE AREA OF ALL DUST AND DEBRIS AND DRY AREA TO BE PATCHED. IMMEDIATELY BEFORE PLACING CONCRETE, COAT THE AREA WITH APPROVED BONDING AND ANTI-CORROSION AGENT. 5.FOR SPALLS THAT WILL NOT RECEIVE NEW CONCRETE THAT COVERS IT, PATCH CONCRETE WITH APPROVED CONCRETE PATCHING MATERIAL. MATCH THE EXISTING CONTOURS. 6. PATCH CONFIGURATIONS SHOULD BE KEPT AS SHOWN BELOW NOT ACCEPTABLE ACCEPTABLE NOT ACCEPTABLE ACCEPTABLE EXPANSION JOINTS N.T.S.-S16 3 CAP RAISE SURFACE SEE DETAIL 1. THOROUGHLY CLEAN WITH COMPRESSED AIR AND WIRE-WHEEL TOOL. REMOVE ALL LOOSE DEBRIS. 2.FOR CRACKS 14" WIDE AND GREATER, FILL CRACK WITH OVEN DRIED SILCA SAND 3.SEAL SURFACE OF CRACK AND INSTALL INJECTION PORTS AT 8" O.C. USING CRACK SEALING (CAPPING OR PASTE-OVER) EPOXY PER MANUFACTURER'S INSTRUCTIONS. 4.START INJECTION AT THE LOWEST PORT UNTIL EPOXY SHOWS AT AN UPPER PORT, CLOSE LOWER PORT AND CONTINUE FROM UPPER PORT. REPEAT UNTIL ALL PORTS HAVE BEEN INJECTED. 5.WHEN INJECTED EPOXY HAS CURED, REMOVE PORTS AND SEALING EPOXY. GRIND SURFACE SMOOTH. 6.FOR SURFACES THAT WILL REMAIN VISIBLE AFTER PROJECT IS COMPLETE, FINISH TO MATCH SURROUNDING SURFACE. PORTING DEVICE 2 3 1 3 (E) CONCRETE SURFACE 1 2 4 EXPANSION JOINT NOTES: 1.WHERE INDICATED ON DRAWINGS, COMPLETELY REMOVE EXISTING JOINT MATERIALS BEFORE CONSTRUCTING CAP RAISE AND MAKE ANY CONCRETE REPAIRS NEEDED AT CORNERS AND EDGES TO PROVIDE BASE FOR JOINT SEALANT. OTHERWISE START WITH NOTE #2. 2.CONSTRUCT NEW CAP RAISE WITH GAP FOR EXPANSION JOINTS ON TOP OF EXISTING. MATCH WIDTHS. 3.AFTER CAP RAISE HAS CURED, REMOVE ANY FORM MATERIALS IN GAP AND COMPLETELY CLEAN. 4.APPLY BONDING AGENT RECOMMENDED BY SEALANT MANUFACTURER. FOLLOW MANUFACTURER'S INSTRUCTIONS. 5.INSTALL BACKING ROD AS RECOMMENDED BY MANUFACTURER. ROD SHOULD BE 12" BELOW SURFACE OF JOINT. FOLLOW RECOMMENDATION FOR MAKING 90° CORNERS. 6. FILL JOINTS (NEW & EXISTING IF INDICATED) WITH SEALANT AND ALLOW TO CURE. SEALANT SHALL COVER ENTIRE JOINT WITH NOT VOIDS. SCHEDULE JOINT SEALING SO THAT THEY WILL NOT BE IMPACTED BY HIGH TIDES UNTIL FULLY CURED. 1 2 3 4 2 5 6 3 112" EA END H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R REPAIR DETAILS 1 SCALE AS SHOWN ' ' ' ' I --' l J _.'.J 0 ------"'--=-I G) /.0 I I I ' I / !,,-------<-.lf,i ______ ,___/_/_~---~c----1-::->----.1--!,-, ----\ ' / ' ' ' ' I • ' ' ' ~\,t" / / / / . G) ,-----{ I I 0 0 0 ---,:::_ 0 0 I • I I, I I I 0 ! ' ' ' • I I I ' 0 I I , I I I ' I I I I I I ,.'_\ -0 I ~f----0 CJ COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 I AS-BUILT 11/15/2018 I W.A. S1EWART SE 3088 DESIGNED:GAIIP DRAIN: MCLS DAlE DESCRIP1JON OF RE\'ISl~S SIEET 18 OF Tl B S17- SECTIONB S17-3"=1'-0" PLAN2 S17 3"=1'-0" DRILL & EPOXY 2-#5 DOWELS 24" +/- 7" 9" REMOVE (E) SLOPED COPING PORTION REPAIR EXPANSION JOINT PER DETAIL 3, S16 (N) CONCRETE COPING REINFORCEMENT PER SECTION A, S13 (N) CONCRETE COPING REPAIR EXPANSION JOINT PER DETAIL 3, S16 (E) COPING TYPE E SEE DETAIL 5, S15 (E) COPING TYPE A SEE DETAIL 1, S15 WATER SIDE SIDEWALK (N) CONCRETE COPING A S17- SECTIONA S17-3"=1'-0" PLAN1 S17 3"=1'-0" REMOVE (E) SLOPED COPING PORTION WATER SIDE SIDEWALK (E) COPING TYPE E SEE DETAIL 5, S15 (E) COPING TYPE B SEE DETAIL 2, S15 (N) CONCRETE COPING REINFORCEMENT PER SECTION A, S13 9" 7" 1' - 0 " 7" +/- S4 S12 DRILL & EPOXY 2-#5 DOWELS H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R REPAIR DETAILS 2 SCALE AS SHOWN I I I I I ,_-,, ' .. I .. .. •·. --. "'§= -- I I .> I '~= --I -- I - > 6) I I l > • > ., • ~'----- - - - - - - - - -__. - - G) ' I I I I I ' J COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 l AS-BUILT 11/15/2018 6) --------------------,.-------------, r-'. I J 6) RE't'IEWED: W.A. S1EWART SE 3086 DESIGNED: DRAWN: GAVP Mas -- DAlE DESCRIP1JON OF RE\'ISl~S J I' l SIEET 17 OF Tl FRONT ELEVATION 1-1/2"=1'-0"- S18 2 PLANVIEW - (N) COPING AT LIGHT POLE 1-1/2"=1'-0"- S18 1 (E) CAP (N) COPING (E) CAP (N) COPING (E) LIGHT POLE. PROTECT IN-PLACE (E) CAP 11 " 1' - 0 " 1' - 1 1 " 3'-0" VERIFY (E) CAP WATER SIDE SIDEWALK (E) CAP 2 S18- (N) COPING 18" THK NEOPRENE RUBBER PAD. GLUE TO BASE . 4 S18- SEE DETAIL (E) LIGHT POLE. PROTECT IN-PLACE POUR FILL PIECE AFTER EACH SIDE HAS CURED 7 DAYS BOARD FORMED CONSTR. JT. EPOXY INJECT CRACK AFTER 7 DAYS CONC. BEHIND (E) LIGHT POLE. PROTECT IN-PLACE 112" TYP. REMOVE (E) GROUT AND CONCRETE AND REPOUR W/ CONC. OR NON-SHRINK GROUT, THIS AREA (E) CAP (N) COPING, TYP. 0" 18" 153 4" 1'-0"514"1014"514"1'-0" FIELD VERIFY w/ ACTUAL BASE. MAY VARY AT EACH LOCATION ADD'L DBA'S AT END, EA. SIDE (2) #4 S.S. REBAR, T& B, EA SIDE (2) #4 S.S. REBAR, T& B #3 S.S. DBA'S NOTE: S.S. ALL-THREAD BARS OF THE SAME DIAMETER MAY BE SUBSTITUTED FOR S.S. REBAR H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R TYPICAL LIGHT POLE - DETAIL 1 SCALE AS SHOWN (E) C A P (N) COPING (E) LIGHT POLE. PROTECT IN-PLACE (N) COPING (E) C A P (E) C A P ISOMETRIC N.T.S.- S18 3 DETAIL N.T.S.- S18 4 CONSTRUCTION NOTES 1. USE THIS DETAIL WHERE SPACE BETWEEN BASE OF LIGHT POLE AND FACE OF COPING BELOW IS 4" AND GREATER. THIS TYPICALLY OCCURS AT MOST LOCATIONS EXCEPT COPING TYPE "A" ALONG NORTH BAYFRONT. 2. CHIP OUT EXISTING CONCRETE AND MORTAR TO SOUND CONCRETE BUT NO LESS THAN THE BOTTOM OF THE BASE OF THE LIGHT STANDARD, OR 2" WHICH EVER IS MORE. 3. FILL ANY AREAS THAT ARE NOW BELOW THE SURFACE BECAUSE OF LOOSE CONCRETE BEING REMOVED. 4. DRILL HOLES FOR DBA'S AND INSTALL WITH APPROVED EPOXY ADHESIVE. ALLOW ANCHOR ADHESIVE TO SET BEFORE PROCEEDING. 5. RE-FILL AREA REMOVED IN STEP 1 ABOVE AND OUTSIDE OF CONCRETE POUR WITH HI-STRENGTH, NON-SHRINK GROUT. TROWEL 1-1/2" BULLNOSE. GROUT COLOR SHALL MATCH SURROUNDING CONCRETE. ", -----------~----------------, I : I I : I I : --I ·1 : i ~--~ : I I I I I ~--------~--~··--~--------------}--------~----~~ I / I L ___________________________ J - ' r-/ i- ~ ~ V ' ) ( • _.) ' ~ I/ '· _j COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 AS-BUILT 11/15/2018 I W.A. S1EWART SE 3088 DESIGNED:GA'I' DRAWN: Ma.5 • I • DAlE DESCRIPTICII OF RE\'ISICIIS I I • ... l I SIEET 18 OF Tl FRONT ELEVATION 1-1/2"=1'-0"- S18 2 PLANVIEW - (N) COPING AT LIGHT POLE 1-1/2"=1'-0"- S18 1 (E) CAP (N) COPING (E) CAP (N) COPING (E) LIGHT POLE. PROTECT IN-PLACE (E) CAP 11 " 1' - 0 " 1' - 1 1 " 3'-0" VERIFY (E) CAP WATER SIDE SIDEWALK (E) CAP 2 S18- (N) COPING (E) LIGHT POLE. PROTECT IN-PLACE 4 S18- SEE DETAIL 4" T Y P . 112" T Y P . 1" T Y P . 6" TYP.3 8" Ø EPOXY ADHESIVE S.S. THREADED ANCHOR W/ NUT , EMBED 4", TYP. (E) LIGHT POLE. PROTECT IN-PLACE 38" Ø X 4" S.S. HS, TYP.38" THK TAB, TYP. 112" TYP. REMOVE (E) GROUT AND CONCRETE AND REPOUR W/ HS / NS GROUT 12" S.S. PLATE, TYP. (E) CAP FP, TYP TYP (N) COPING, TYP. 14" 14" NOTE: ALL WELDS CONTINUOUS. CONNECT W/ WELDS IN OTHER DIRECTION AT CORNERS TO MAKE WATER-TIGHT SEAL H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R LIGHT POLE AT COPING A - DETAIL 2 SCALE AS SHOWN (E) C A P (N) COPING (E) LIGHT POLE. PROTECT IN-PLACE (N) COPING (E) C A P (E) C A P (N) S.S. PLATE, TYP. ISOMETRIC N.T.S.- S18 3 DETAIL N.T.S.- S18 4 CONSTRUCTION NOTES 1. USE THIS DETAIL WHERE SPACE BETWEEN BASE OF LIGHT POLE AND FACE OF COPING BELOW IS LESS THAN 4". THIS TYPICALLY OCCURS AT COPING TYPE "A" ALONG NORTH BAYFRONT. 2. CHIP OUT EXISTING CONCRETE AND MORTAR TO SOUND CONCRETE BUT NO LESS THAN THE BOTTOM OF THE BASE OF THE LIGHT STANDARD, OR 2" WHICH EVER IS MORE. 3. FILL ANY AREAS THAT ARE NOW BELOW THE SURFACE BECAUSE OF LOOSE CONCRETE BEING REMOVED. 4. DRILL HOLES FOR ANCHORS BOLTS AND INSTALL WITH APPROVED EPOXY ADHESIVE. ALLOW ANCHOR ADHESIVE TO SET BEFORE PROCEEDING. 5. SPREAD THIN BED OF EPOXY ADHESIVE OVER AREA TO RECEIVE PLATE. TROWEL LONGITUDINAL RIDGES IN BED. 6. SET S.S. PLATE OVER BOLTS, WITH FRONT VERTICAL LEG FLUSH WITH VERTICAL OUTSIDE SURFACE OF CONCRETE. GENTLY TAP TO REMOVE ALL AIR GAPS BETWEEN PLATE AND EPOXY. TEMPORARILY SHIM RETURN LEGS TO ENSURE PLATE IS LEVEL; RMV WHEN EPOXY HAS HARDENED. 7. PLACE NUTS AND WASHERS AND TIGHTEN. 8. RE-FILL AREA REMOVED IN STEP 1 ABOVE WITH HI-STRENGTH, NON-SHRINK GROUT. TROWEL 1-1/2" BULLNOSE. GROUT COLOR SHALL MATCH SURROUNDING CONCRETE. I I I I I I I --------------------7-------, ' I I I I I I I ---------.----T--------------~-~ 1 L _________________________ _ 'I'< r---..-.----i'f I ) { _) G) I _J J < COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 I ---, I ' I I I I I ' I "f \ ,, J I ·- \ I I I W.A. S1EWART SE 3086 AS-BUILT 11/15/2018 DESIGNED:GAIIP DRAIN: MCLS ,--/ I I /1/ a'.\ I G) G) DAlE DESCRIP1JON OF RE\'ISl~S SIEET 19 OF 27 PARK AV E N U E MA R I N E ON Y X AM E T H Y S T AP O L E N A CO R A L SA P P H I R E DI A M O N D RU B Y CO L L I N S TUR Q U O I S E TO P A Z OPA L AG A T E A1A2A3A4A5A6 A 7 GR A N D CA N A L PARK AG A T E PE A R L GA R N E T L A I S EM E R A L D A8 A9 GAR N E T CO L L I N S AG A T E PEA R L EM E R A L D RU B Y A10 A11 A12 PA R K H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R SCALE N.T.S. CONSTRUCTION STAGING AREAS AND WORK ACCESS SEE NOTES ON SHT 21 / / - I I ~II I I I I I I COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 i /. AS-BUILT 11/15/2018 REVIEWED: W.A. S1EWART SE 3086 DESIGNED: DRAIN: GAVP Ma.s DAlE DESCRIPTICJI OF RE\'ISICJIS I \~- \~ I I~ I \~ I I~ I I SIEET 20 OF 2IZ GR A N D BALBOA CA N A L BR I D G E AM E T H Y S T AP O L E N A CO R A L SA P P H I R E DI A M O N D MA R I N E RU B Y ON Y X A13 A14 A15 A17 A16 WORK ENCLOSURE SECTIONB S21-3/4"=1'-0" 12 WIDTH WIDTH OF SIDEWALK PUBLIC ACCESS 11 6 7 8 5 9 10 13 12 H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R SCALE N.T.S. CONSTRUCTION STAGING AREAS AND WORK ACCESS X X X X X X X X X X X X X 1 42 3 3 2 TYPICAL CONSTRUCTION STAGING AND WORK ACCESS AREA ACCESS STAGING NOTES & ENCLOSURE NOTES - 21 A N.T.S. NIC PER ADDENDUM #3 - --- -- WORK AREA ROTATIONS 1. COMPLETE WORK SIMULTANEOUSLY IN AREAS LISTED, FOR EACH ROTATION . 2. COMPLETE WORK IN ALL AREAS IN ROTATION BEFORE MOVING TO NEXT ROTATION NUMBER. 3. NOTE THAT AREA 17 DOES NOT HAVE A STAGING AREA. USE AREA 16, WHICH REQUIRES CROSSING MARINE. WHEN DELIVERIES ARE NEEDED, THE NORTH BOUND LANE OF MARINE CAN BE USED. NOTIFY ENGINEER 48 HRS. IN ADVANCE. SUBMIT PLAN FOR LANE CLOSURE MIN. 2 WEEKS PRIOR TO NEED. PROVIDE FLAG MEN. ROTATION AREAS 1 A1, A7, A13 2 A2, AS, A 14 3 A3, A9, A15 4 A4, A10, A16 5 AS, A 11, A17 6 A6, A 12 ~ [ ] -- ~ I / '/ ½~ ½~ w ------------- ------------ -------- ------------ I --------------------------------- -------------------------I ------- ---------- ~ 11 I I I I I I - 11 I I I-----------------------,1 ~--,---,---------------..--------.:---------.------11 / -0 I 11 I -------------- -\,..__ ---- 0 0 ,f ~ rr ~ lJI ~1 I I I ::: I [jjJ ~ I ~ " I I I I I I I I I I I I AS-BUILT 1 I 11 II I 11 11 01 • 1 . 2. 3. 4. 5. 6. 7. REVIEWED: W.A. S1EWART SE 3086 SECURITY FENCE, MIN 7' KEEP CLEAR OF SIDEWALKS AND CROSSING ALLEYS & PUBLIC AREAS GA TES AND DOORS TO OPEN INWARD ONLY. PROVIDE FLAGMAN WHEN USING. PROVIDE BARRIER / ENCLOSURE TO PROTECT PUBLIC. BARRIER / ENCLOSURE SHALL NOT OCCUPY MORE THAN ½ OF THE SIDEWALK. WHEN HOSE & UTILITIES MUST CROSS THE PUBLIC AREAS, PROTECT WITH RAMPS. SIDEWALK. DO NOT ENCROACH ONTO PUBLIC SIDE PROVIDE ENCLOSURE FOR ALL WORK. CONTRACTOR SHALL DESIGN AND BE FULLY RESPONSIBLE FOR STRUCTURE. STRUCTURE SHALL BE ADEQUATELY SIZED FOR ALL CONSTRUCTION LOADS AND BRACED FOR ALL WIND AND SEISMIC LOADS EXPECTED. WIDTH OVER SAND TO BE DETERMINED BY CONTRACTOR BUT NOT MORE THAN ALLOWED IN SPECIFICATIONS. SUBMIT PLANS AND CALCULATIONS. ENCLOSURE MAY BE RELOCATED WHEN FUGITIVE DUST, NOISE AND CONTAMINATION ARE NO LONGER A CONCERN, AS APPROVED BY THE ENGINEER. HEAVY TIMBER MUDSILL. USE WEIGHTS TO HOLD DOWN STRUCTURE. BOLTING TO EXISTING WILL NOT BE ALLOWED 8. SEAWALL W/ NEW COPING RAISE. 9. EXCAVATE SAND TO SOUND BEARING TO SET MUDSILL. BACKFILL WITH SAND REMOVED. REMOVE MUDSILL AFTER USE. DO NOT ABANDON IN PLACE. RETURN SAND TO ORIGINAL PROFILE. IN AREAS WITH NO SAND, PLACE MUDSILL ON RIP-RAP AND HOLD DOWN WITH WEIGHTS, OR SOME OTHER MEANS OF ANCHORAGE. 10. ENCLOSURE SHALL SPAN ACROSS PRIVATE AND PUBLIC DOCKS. DO NOT USE DOCK FOR ANY PURPOSE. PROTECT DOCK WITH ADDITIONAL PE SHEETING. ALLOW DOCK OWNER ACCESS FROM TIME TO TIME, AS REQUESTED. 11 . PROVIDE CONTINUOUS, FULLY SEALED POLYETHYLENE (PE) SHEETING ALONG BACK AND TOP OF STRUCTURE. SECURE TO TIMBER. THICKNESS SHALL BE SELECTED BY CONTRACTOR BASED UPON EXPECTED DESIGN LOADS. 12. PROVIDE 4' WIDE PE HANGING STRIPS ALONG FRONT WHICH MAY BE LIFTED FOR ACCESS AND WHEN FUGITIVE DUST IS NOT A CONCERN. 13. PROVIDE PROTECTIVE BARRIER OVER SAND /RIP-RAP /MUD-LINE TO COLLECT WATER AND DEBRIS AND PREVENT CONTAMINATION OF SAND. COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 11 /1 5 /201 8 t==:-----r=-;;;;;:------1-----1--+------------+----t---------------,--------i DESIGNED: DRAIN: GAVP Ma.s DAlE DESCRIPTICJI OF RE\'ISICJIS SIEET 21 OF 2IZ ISLAND BALBOA AVENUE AVENUEPARK AV E N U E AB A L O N E GR A N D BALBOA AV E N U E MA R I N E ON Y X AM E T H Y S T AP O L E N A CO R A L SA P P H I R E DI A M O N D PA R K RU B Y CO L L I N S TUR Q U O I S E TOP A Z OPA L AG A T E PEA R L DR AB A L O N E PLABALONE A V E N U E CR Y S T A L CA N A L GAR N E T RD) (PVT ND LA IS S IN LL CO BR I D G E GAR N E T AM E T H Y S T AP O L E N A CO R A L SA P P H I R E DI A M O N D CO L L I N S MA R I N E AGA T E PEA R L EM E R A L D RU B Y ON Y X EM E R A L D PA R K GR A N D CA N A L H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R SCALE N.T.S.CONSTRUCTION TRAFFIC ROUTE ' ' ----_J l __ 11 _ _1 I ' ' ' ' ! --"------"----- I ,, '•, -, ... I / I / / // I '/, ' ,// /',/ . /,. ' I i I j I_ -- 1. I~- ~ COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 - AS-BUILT 11/15/2018 I REVIEWED: W.A. S1EWART SE 3086 DESIGNED: DRAIN: GAVP Ma.s I I t t ----r ,--- I I 111 11 11 DAlE DESCRIPTICJI OF RE\'ISICJIS SIEET 22 OF 2IZ 1 S23- 2 S23- 3 - S23 3 - S23 H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R NEW CONCRETE WALKWAY & PVC DRAIN LINE NORTH BAYFRONT - AGATE AVE. TO PEARL AVE. 1 S23S23 2 S23S23 3 S23S23 N/A ~------(N} 6'~ PVC DRAIN LIN£ ----------, ~ Ol "' " ...,- "" G <.O co " i- Ol ::;; 2§ + (J) ± ± ± 0c ,-,-;· ,,, c, c, "~ " / ~, " ~<.O t< "" "' "' "' \~ ,.; '<i '<i c,,;·, / I I '1' EL 2.0 NOTES: "-~ "-~ "" < 3= "' s! ~ C, "' ", O; ~ "' ~ "' '<i '<i "' I ,; I 1 '-0" (£) COPING B£FOR£ RAIS£ N I N "' ,,, '" G "' I , ± "' " G ,; oi 11 " £W 1. 8/U. CARR SIJHVEYS, INC. (BCS) P£HFOHM£D A LOCAUZ£D TOPOGRAPHIC SUHVCY OF THC A.HCA AS SHOWN. 2. OC PI/Bl/C WOHKS BIi / U-1415, NAV088 BEV.= 9.12' /IYCLCD 2015 J. CCS 8.1, ZONC 6 £POCH 199J..J5. I/SING OC PI/Bl/C WOHKS GPS MONUMCNTS /6266 AND /6252 DIST. BTWN TIE-BACKS @ EVERY OTHER PILE. LOCATION SHOWN IS ASSUMED. ACTUAL MAY VARY. 23.33' 1 ;----@ co co TYP. "' ,,., ,a '" /~ f·•~ I ,,, '~ a-, "' ,; ,,.; " I , [DG[ or (N) PVMT @ WALL TO SLOP£ UP FROM FL . S££ DETAIL "' <o e-; ,,., i-«; "' t<: " l'< cc;-,, ,::, hi ,::, 1<IQ,, ,::, ",1.._, c-, --+-':--,.-.,! .,. t•r:r <~') ,~, cc,"" '-O "7: c'1C ~ h. (;:" l7 (r; NORTH BA YFRONT PLAN & PROFILE -PEARL A VE TO AGATE A VE s'-o"± 'L BW g" _J o_ I FL + ½" BW FL 2% ;SLOPE, MAX ~ 1 --@ ······-THICKEN SLAB 18" IN £A. DIRECTION. ~/NV COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 AS-BUILT 11/15/2018 --- \ I RE\1EWED: ALHAMBRA A-338 C.I. DRAIN W/ GAL II. GRAT£ & BRASS SCREWS 6n II SCH 40 STUB -CUT TO LENGTH, IF N££D£D ~ (2) 45' ELBOWS, 6" II SCH 40 l INV THICKEN SLAB 18" IN £A. DIRECTION. AREA DRAIN DETAIL W.A. SlEWART SE 3088 DESIGNED: DRAIW'<I: 1 GA.VP Mas 3/27/18 1ssum FOR CONS'TRUCllON DAlE DESCRl'llON OF REWilONS 4,77 fl CONSTRUCTION NOTES 1. DEMOLISH (E) AND RECONSTRUCT APPROX. 210 SY OF 4-INCH THICK PCC SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-180-L. A. CAREFULLY EXPOSE TIE-BACK RODS NEAR CONNECTION AT WALL. ENGINEER WILL SELECT UP TO FOUR TO EXPOSE FULL LENGTH FOR INSPECTION. B. AFTER INSPECTION, REPLACE SOIL AND COMPACT. IF TIE-RODS ARE SEVERELY CORRODED OR BROKEN, ENGINEER MAY DIRECT REMOVAL. C. COMPACT NATIVE SAND BEDDING TO 95% RELATIVE COMPACTION, OR AS DIRECTED BY THE ENGINEER. 2. CONSTRUCT 6"¢ PVC DRAIN PIPE PER 207-17 & 306-7. 7 OF SSPWC. ELEV MAY NEED TO VARY FROM THAT SHOWN DUE TO LOCATION OF TIE-RODS. ENGINEER SHALL ADVISE. COMPACT NATIVE SAND BEDDING TO MINIMUM 95% RELATIVE COMPACTION. 3. CONSTRUCT NEW 9" DIA. AREA DRAIN AND 6" SCH-40 PVC PIPE AND CONNECT TO NEW STORM DRAIN AS SHOWN ON DETAIL. 4. LOCATE AND PROTECT ALL (E) PRIVATE IMPROVEMENTS, SEAWALL TIE BACKS, AND ELECTRICAL CONDUITS IN PLACE. 5. INSTALL TEMPORARY "SIDEWALK CLOSED" AND C-5 "DETOUR" SIGNS. 6. DETERMINE STATUS OF (E) BOX. IF ABANDONED, REMOVE AND DISPOSE BOX. CUT AND CAP (E) CONDUITS/WIRES TO BELOW BOTTOM OF NEW PCC WALK. BACKFILL AND COMPACT EXIST VOID WITH CLEAN NATIVE MATERIALS EXCAVATED FROM THE PIPE INSTALLATION. 7. CORE DRILL SIDE OF (E) STREET -END CATCH BASIN/MANHOLE AND CONNECT NEW PVC STORM DRAIN PIPE. CONNECT NEW 6" PVC DRAIN PIPE TO EXISTING MH. SEAL JOINT WITH WATER PLUG CEMENTIOUS MA TERI AL. 8. INS US SIKA SWELLSTOP SC ST BTWN (N) SIDEWALK AND (E DANCE WITH w/ M INSTRUCTIONS. 9. RELOCATE PLANTS AND BENCHES TO SAFE AREA. RESTORE TO ORIGINAL LOCATIONS AFTER SIDEWALK IS COMPLETE. 10. INSTALL "NO DUMPING -DRAINS TO BAY" SIGNS ON SEAWALL NEXT TO NEW DRAINS. 10 ll LEGEND (E) EXISTING (N) NEW BW BACK OF WALL (NEXT TO WALL) EW EDGE OF WALKWAY (@ PROPERTY LINE) PIP PROTECT IN PLACE e.smN APPRO't'ED SHEET 23 OF XI BS2 4 - CS2 4 - D S2 4 - AS2 4 - DS2 4 - O. H . SIDEWALK (E) T.O.C. EL 8.20 (E) 2X4 FURRING, P.I.P. (E) DRYWALL, P.I.P. (E) 2X4 TRIMBOARD, RMV. (E) CLAPBOARD, RMV. BATHROOM (E) CLAPBOARD, P.I.P. (E) WATERPROOFING BEHIND CLAPBOARD, P.I.P. (E) COPING (N) CONCRETE COPING 1" DEEP SAW CUT, TYP. EL 9.0 NAVD 88 (E) CLAPBOARD, P.I.P. (E) WATERPROOFING BEHIND CLAPBOARD, P.I.P. CEMENT BACKER BOARD AS LEAVE-IN-PLACE FORM 112" STARTER STRIP 18 GA. S.S. FLASHING, SLIT WATER PROOFING AND INSERT V. LEG BEHIND, CAULK LIP. SIDEWALK SLOPE UP 12" CAULK JT BTWN (E) CONC. & NEW CEMENT BOARD FORM OMIT CORNER REMOVAL AT BATHROOM WALL ONLY. SEE SHT 13 FOR DETAILS NOT SHOWN HERE (E) FURRING P.I.P. (E) CMU WALL, P.I.P. CUT OFF (E) FURRING BELOW THIS PPOINT EL 9.0 NAVD 88 (E) LIGHT POLE. PROTECT IN-PLACE CEMENT BACKER BOARD AS LEAVE-IN-PLACE FORM SIDEWALK S.S. ⅊ @ LIGHT POLE, SEE SHT 19, SIM. SEE SHT 19 FOR DETAILS NOT SHOWN HERE EPOXY GROUT UNDER ⅊ 38" X 4±" 316 S.S. CONC. ANCHOR, HILTI HUS-HR, OR HILTI KWIK BOLT 3 SS 316; OR SIM. 316 S.S. ANCHOR 3" HI-STRENGTH, NON-SHRINK GROUT 238" (N) CAP RAISE SIDEWALK (E) TRIM BOARD, P.I.P. (E) CUTOUT AROUND CONC. EXTEND CUTOUT (E) TRIM BOARD, P.I.P. H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R CONSTRUCTION DETAILS AT PUBLIC RESTROOMS NEAR AGATE SCALE AS SHOWN PARTIAL PLAN - BATHROOMS @ AGATE AVE. (SOUTH BAY FRONT)1 S24-1-1/2"=1'-0" SECTION - REMOVALSA S24S24 1-1/2"=1'-0" SECTION AT LIGHT POLEC S24S24 1-1/2"=1'-0" SECTION - NEWB S24S24 1-1/2"=1'-0" ELEV. - EAST & WEST WALLD S24S24 1-1/2"=1'-0" WEST WALL SHOWN - EAST WALL O.H. & SIM. CONSTRUCTION NOTES 1. THIS DRAWING ISSUED FOR CLARIFICATION OF FORMING AND CONSTRUCTION OF CAP RISE AT THE BATHROOMS NEAR AGATE AVE. & SOUTH BAYFRONT. 2. VERIFY ALL MEASUREMENTS BEFORE STARTING WORK. MAKE SURE THAT CAP RAISE CAN FIT WITHIN 1 CLAPBOARD AS SHOWN. THE INTENT IS TO HAVE ALL RAINWATER COMING OFF THE CLAPBOARDS RUN DOWNHILL. NOTIFY ENGINEER IF NOT POSSIBLE. REMOVAL OF THE 2ND CLAPBOARD, RIPPING TO WIDTH, AND REPLACEMENT MAY BE REQUIRED. 3. CAREFULLY RELOCATE UPWARDS (E) GLASS MESSAGE BOX ON WALL . 4. REMOVE BOTTOM CLAPBOARD AND TRIM. DO NOT DAMAGE WATERPROOFING TO REMAIN. CUT OFF BOTTOM PORTION OF FURRING AND WATERPROOFING AS INDICATED. 5. INSTALL CEMENT BACKER BOARD. 6. REINSTALL 2ND CLAPBOARD, IF REMOVED. INSTALL FLASHING. ENSURE THAT VERTICAL LEG IS BEHIND WATERPROOFING AND THE DOWNHILL SLOPE IS MAINTAINED. 7. CUT VERTICAL TRIM BOARDS AT EAST & WEST WALLS AS INDICATED TO FIT AROUND (N) CAP RAISE. 8. INSTALL DOWELS, REINFORCING, S.S. PLATE AROUND LIGHT POLE, AND CONSTRUCT CAP RAISE. 9. REMOVE AND CONCRETE SPLATTER AND TOUCH-UP AREAS WITH PAINT TO MATCH. (N) CAP RAISE 1 3/27/18 ISSUED FOR CLARIFICATION OF CONSTRUCTION 0 N 0 + N <( f- 0 (/) m 0... CX) _j + ~ <( o/ o/ o/ START OF BUILDING f-(/) PUBLIC RESTROOMS & ---:, (E) BATHROOMS STA.1+87.5 ( w \__ @ \ (E) SIDEWALK \L .. L. L. . ' G) G) I // . I' i' ,I I ' END OF CAP STA.2+06.0 I BALBOA ISLANd AUTO FERRY ·- COWi Marine North America I 3780 Kilroy Airport Way, Suite 200 Long Beach, CA 90806 AS-BUILT 11/15/2018 G) G) REVIEYlm: W.A. S1EWART SE 3066 DESIGNED:GAIJP DRAIN: ua.s I "i J' I I 7 / I , I I I IC ' I I i' I 11 ~ \J I'<' / / l,i u I i' ~ v ~ V i' ' l r I - ... ., .... -~ >~ 1 + 1 ' ~ -t4 r- I ~ I I I I ~; I I I I ' I I L__ DAlE DESCRIPTICJI OF RE\'ISICJIS SIEET 24 OF Tl 134'± 31'± 19 ' ± 26 25 A 26 2 5 A 2625 A 30'± 26 2 5 C 30'± 26 2 5 B 26 2 5 D E 26 25 H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R ADDITIONAL SEAWALLS AT NEWPORT ISLAND - PLANS I DET 1/26 8]2-i- PALM !2/n PHOTO 1 6.81 ~ \ ", ::i -~ c:6~ FS CONC • IBFNCH " "' i'i \ Q ::J ~~ CR,15S P.A . 6.82 FS CONC 6 H TYP 3 LOC. -------------- Cc 2 G Co i's \ ~ ::J ~~ I I I I l -------------_______ -______ -------____________ ------ \ -;I "11 ---11 [ ___ (F) CM/J W41 ! PHOTO 5 ' --1 --__L_ - I -' Gt--~ PHOTO 6 f S' .--(£) PR/I/ STONF BLOCK WALL ,'\ \ SCALE 1'=5' O' S' 10' - -- - 10' SIM 6 H SCALE l '=10' O' 10' l!O' - -- - COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach , CA 90806 88' ± NTS AS-BUILT 11/15/2018 RE\1EWED: W.A. SlEWART SE 3088 --11;¢=: .. :::::::::::::====~:::::::=! =~~ ~ (() CM U PR! v: iilA LL --/ /i, """""""'h""'i'"""""""""""""'i""""""""""""i'""""""""""""~,;::::::::::==;;;,;;;;;;;;,;;;;;~~"--9--,j /--(F) CMU PR/I~ W-1LL ~ W/ T!MBFR CAP PHOTO 3 I i: 92 J• r 91 J,, <-• ' '~~i ~-- 2 5/18/18 REV 1 ADD PRIVATE CONTRACT WALL ~-/--(t) CON PR!V. W:ALL t5;jl I I 6. 1-:r I I -.J I I~ PH OTO 4 SCALE 1'=5' S' O' s• 10' - -- - NOTES ,5' SEE SHT 2 FOR GENERAL NOTES. ~a'~, 2. SEE SHT 26 FOR CONSTRUCTION NOTES & PHOTOS 3. SEE DET 3/16 FOR EXPANSION JOINT & NOTES. SIMILAR TO JOINTS PROPOSED HERE. 4. SEE SHT 24 FOR SURVEY NOTES. HANDR°'~ DETAIL~✓• 5: •-SEE SHT 26 FOR /7 i SCALE 1'=5' S' O' S' 10' - -- - DESIGNED:GA't'P DRAMI: Mas 1 4/26/18 ISSUED FOR CONSTRUCTION SIET 25 OF 'IT EXISTING NEW TYP. SECTION LAKE AVE- 26 A TYP. SECTION FINLEY AVE- 26 B TYP. SECTION 36TH AVE- 26 C TYP. SECTION CHANNEL PL- 26 D PLAN DETAIL LAKE AVE- 26 1 26 26 A I SECTION CHANNEL PL- 26 E H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R 1 (E) CMU WALL W/ STUCCO TO BE REMOVED. 2 (E) VERT. REINF - TO BE SALVAGED AND INCLUDED IN (N) WALL IF SECTION LOSS NOT MORE THAN 15%. VERIFY SPACING @ 16" O.C. OTHERWISE, CUT OFF. SEE NOTE "D". 3 (E) CONC. PILE CAP TO REMAIN. 4 SAND/DIRT TO REMAIN, P.I.P. 5 PAVING TO REMAIN, P.I.P. 6 REMOVE (E) CONC PAVING, P.I.P. PLANTER 7 REMOVE (E) PAVING & SOIL FOR FTG. 8 REMOVE PIPE LADDER & DISPOSE. CHECK CRACKS FOR SPALLING & CHIP OUT, REPAIR PER DET 1 OR 2, SHT 16, AS NEEDED. A R & R (E) SOIL / GRASS / PAVING TO EXPOSE PILE CAP. B ROUGHEN (E) TOC 14" MIN. AMPLITUDE. C DRILL HOLE TO EPOXY GROUT (N) REBAR DOWEL. EMBED REBAR 14". D REINF: #4 H. @ 12" (MIN. AS SHOWN) & #5 V. @ 16", EACH FACE, STAGGER E CONSTRUCT (N) CONC. WALL TO ELEV INDICATED. F FUTURE HANDRAIL. INSTALL BLOCK-OUTS IN TOP OF WALL. SEE NOTES. G CONSTRUCT EXP. JT, SIM TO 3/16 H RECONSTRUCT CONC PAVING TO MATCH (E) I CONSTRUCT CONC FOOTING J REPOUR PAVING, MATCH ELEVATIONS K HOOK H. BARS INTO WALL BEYOND, SIM. TO DET 1 L 2 - #3 TIES AROUND (4) V. #3 X 12" BARS @ EA. BLOCKOUT PHOTO 3. PHOTO 4. PHOTO 1. PHOTO 2. PHOTO 5. PHOTO 6.PHOTO 7 PHOTO 8. ADDITIONAL SEAWALLS AT NEWPORT ISLAND - DETAILS CONSTRUCTION NOTES HANDRAIL NOTES 1. 316L S.S. 6" SCH 40 HANDRAIL, 3" SCH 40 STANCHIONS, & 14" END PLATE. PROVIDE 2" GAP IN HANDRAIL EVERY 40 FT±. SUBMIT SHOP DRAWINGS FOR APPROVAL. 2. LAYOUT STANCHIONS @ 4'-0" TYP, W/ END BAYS EQ SPACED. EXTEND HANDRAIL MIN 2" CLR BEYOND LAST STANCHION. CAP ENDS. ALL WELDS MIN 14" FILLET. FULL SEAL WELDS 3.EMBED STANCHION 8" INTO TOP OF WALL. USE 5" Ø BLOCKOUTS. LAYOUT W/ TEMPLATE. ENSURE MIN. 42" FROM HIGHEST GROUND TO TOP OF RAIL. GROUT STANCHIONS W/ HI-SRENGTH / NON-SHRINK, NON-METALLIC GROUT. SEE NOTE L HAND RAIL DELETED BY CNB, 4/26/18. TO BE INSTALLED AT FUTURE DATE T.O.W. EL 8.10' TO 8.21' EL 10.34 . z :;;: EL 9.17 I.O I I') 3" CLR TYP. ' +I N 1 r 8..------i .. 1 '-8" I I I I (t WALL & RAILING 1'-0", TYP ' I TYP. EL 6.71 TO 6.84 ~ EL 6.05 □ □ □ □ □ □ □ □ 2~" (VERIFY) ,~-s 1/ --------1C kJ . z -:;;: I.O I . I') EL EL EL TO 1-M-U • N I N ' 9.79 9.00 5.55 6.29 s Ul I □ □ □ □ □ □ □ □ □ □ □ □ 7 I I I I I 9" (t WALL ,~---1 B I --------1 C EL 6.5± r-- I . z ~ I.O I I') EL EL 9.64 9.0 r1' I. 1 '-3° • Ct WALL "1• ' .,_. ,, .. EL 6.3± (-·')"._/; --------- ' I I I I I I I I I ,~-s EL 10.84 z EL 9.67 ~ I.O I . I') EL 6.55 TO 7.34 ~IDSIDEI I. 11 -4" • WALL .......__----1 C • . I 1 • -4" I . . I 1 '-3" NOTE: (E) GUARD RAIL & (E) PIPE LADDER NOT SHOWN COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach , CA 90806 AS-BUILT 11/15/2018 EL 10.84 ( ., EL 9.67 J-I 2·-0" I co . . EL 7.52± 1 2" 4" ~ D I I ' I I 1, t- l I ', I I E.J. I RE\1EWED: W.A. SlEWART SE 3088 E (E) PILE -~EL 7.52 / BEYOND CONG. <13 .. ., F ~ □ DESIGNED: DRAM!: 1 GA.VP Mas 4/26/18 ISSUED FOR CONSTRUCTION DAlE DESCRP110N OF REVISIONS SIET 28 OF 'IT H-5235-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7066-1 B A L B O A I S L A N D C O P I N G R E P A I R ADDITIONAL SEAWALLS AT NEWPORT ISLAND - HANDRAIL LAYOUT @ LAKE AVE PLAN DETAIL - HANDRAIL LAYOUT @ LAKE AVE - 27 1 - 27 2 - 27 3 - 27 4 PLAN DETAIL - HANDRAIL LAYOUT @ LAKE AVE PLAN DETAIL - HANDRAIL LAYOUT @ LAKE AVE PLAN DETAIL - HANDRAIL LAYOUT @ LAKE AVE NOTE: HAND RAILS NOT INSTALLED. ONLY BLOCKOUTS FOR FUTURE HAND RAIL. 33' -3~" SEE NOTE 1 33' -4" SEE NOTE 1 ---HANDRAIL LENGTH -1" LESS EA END HANDRAIL LENGTH = 1" LESS EA END 3'-4" 4' -0" 4' -0" 4' -0" 4' -0" 4'-o" SEE NOTE 2 ! 1•-4•:.. _I_ -1'-4" ! ! ! 1'-4" -J_ -I I I I I I I I I I I I ,1 ,------~ OF 5"¢ •-'1 (N) 12" CONC WALL. '1 '1 '1 '1 '1 '1 '1 '1 '1 '1 BLOCK OUT, / SEE NOTES ON SHT 26 I I / TYP / I I I I I I I I I I I I I. c_, / I .-(E) co:Nc CAP, TY~ I I I I I I I I co TYP, OMIT #3 V. , . I I L WHEN #5 V. OCCURS i I / I I I I I I I I I I ~----~------~--------------------------J _____________________ L ________________________________________________________ L _J ___ _ I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I '- i ( :, ' ,: I I. ' ,_ : J I I / ) I ,:_ ) J I ,: / I I I ,: ) I I ,:_ ) J ' , J I ' I I '> • I I I I I I I I I I I I I I I I I I I I I I I I I I . ---MATCH LINE 33'-4" SEE NOTE 1 34' -0~" SEE NOTE 1 -HANDRAIL LENGTH -1" LESS EA END HANDRAIL LENGTH -1" LESS EA END 3' -4" 3'-4" 3'-4" 4'-o" 4' -0" 4'-o" 4'-o" 3'-4" 2' -0~" --+--1'-4" 1'-4"--1'-4" SEE NOTE 2 I I I I I I ------;------------------------1-------------- ( ; ' I I i: , ·1 I _ I I , ; J l l;J I [ I. I ----' -,-------,-------,-J --1-----------, ------' --------,-------,-------- ,'j I(_ ) J ( ~: J I ( \1 ' I: :i1 (_ ; J [ I. ! [ ,:_ ) J I' ; J ( : J I. I I I I I I ------------- I ( : J I ,, ) --- ,-. ~ .~#5 CORNER BAR TO r-e" MATCH H. BARS -TYP AT CORNERS 7 ~ I I I I I I I I I I MATCH LINE--I I NOTES 1. SUM OF FOUR DIMENSION ON DET 1 AND 2 = 134 FT. VERIFY IN FIELD AND MAKE ADJUSTMENTS -SEE NOTE 2. I I I I I I 2'-0" SEE NOTE 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 19' -0" SEE NOTE 3 I---- HANDRAIL LENGTH -11 " LESS EA END r;:: 3' -4" 4' -0" 4' -0" 4' -0" I-J _____ ---~-1----I ,-. I _J -------------,- ' I I ,--!cl II I I I ( I I I -I) I 11 C ;, I I I I I I I ~ I I I I I I I I I I I I F'-- --- I I I I I I I I ~-- ~ - - ~ - --I ~ I I I I I I ~ I I I ' I I I I I I I I I I I I I I I I ' I I I I I ~ =~ I I I I I I I -,-I - Uj_ ______ I I I I I ,- ~-------------~------~------~--------------~- - - SEE NOTE 2 \ I •·1 I I 11· -I I C ', I I I' I I 1·1 '. I f ' )-I II,,-:1 I I I I , :· I I ' - -~-I I I ' 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 2. APPROX. DIMENSION. WILL VARY WITH SPACING OF 1 ST & LAST HOLES. ADJUST THIS DIMENSION ONLY TO PROPERLY FIT BLOCKOUT BETWEEN VERT. DOWELS AS SHOWN. I I __ f= I I I 1 ·-11i" c---~-t-----~-i---------------i--~----i-~--~~------i 1, ol" _,_ - 4 3. APPROX. OVERALL DIMENSION. VERIFY IN FIELD AND MAKE ADJUSTMENTS -SEE NOTE 2. 4. SEE SHEET 26 FOR ADDITIONAL NOTES & DETAILS PLAN DETAIL 1 KEY PLAN PLAN DETAIL 2 "U ' )> z 0 rrl --1 )> ' t,J PLAN DETAIL 4 --- j ~ -- ------- COWi Marine North America 3780 Kilroy Airport Way, Suite 200 Long Beach , CA 90806 AS-BUILT 11/15/2018 SEE NOTE 2 RE\1EWED: W.A. SlEWART SE 3088 DESIGNED: DRAlt,I: 1 GA.VP Mas 5/15/18 DAlE I I SSUED FOR CLARIFICATION DESCRP110N OF REVISIONS 31'-0" S E NOTE 3 SEE NOTE 2 HAND1 AIL LENGTH i = 1" LESS f A END SIET XI OF XI