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HomeMy WebLinkAboutH_5163_SVICINITY MAP NOT 10 SCALE SYMBOL ---0- OSCO ® 0) ct □WM DPB CJGM ©WV E /j, -x-x-x- ~::c:r:L_L.J: __ ~ 00 .JZc..£ll,.aL,ll.i., ::::::::::;:::@ 1 • -• --I . : . :_ ... ·-:-: '. ---:, t / ii:t:l:lt:c".I' }j --------- ----- ---~------- ----S---- ------w----- ---G---- --E-- --T-- -CATV--- --SP-- POWER POLE Sl,NITARY SEIVER CLEANOUT SANITARY SEWER MANHOLE STORM DRAIN MANHOLE F!RE HYDRANT WATER METER BOX & SERVICE PULL BOX GAS METER WATER VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL ffiEE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING EXISTING CONSTT1UCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEIVER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVlSiON LINE SPRINKLER SYSTEM STREET LIGHT SIGN EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC/AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT ADELPHIA UNDERGROUND SERVICE ALERT DAY (800) 624--8153 (800) 611-1911 611 !949) 644-3011 714) 962-2411 714) 542-6222 800) 422-4133 PROJECT LOCATION NIGHT (800) 624-8153 (800) 611-1911 611 (949) 644-3717 (714) 542-6222 (BOO) 422-4133 AERIAL PHOTO NOT TO SCALE H u PUBLIC WORI<S DEPARTMENT RH~NE WHARF REPA~RS CONTRACT [\~0 3821 RECORD DRAWINGS CITY HALL PROJECT LOCATION These Record Drawings have been prepared based on information submitted, in part, by others, _ While t~is information is believed to be reliable, City of Newport Beach is not responsible for ,ts accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. LOCATION MAP NOT TO SCALE GENERAL NOTES GENERAL 1. ALL WORK DETAILED ON Tl-lESE PLANS TO BE PERFORMED UNDER CON1RACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS1RUCTION", 2003 EDl110N AND SUPPLEMENTS TO DATE, EXCEPT AS OTHER~SE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHO\\N AS PER AVAILABLE RECORDS. THE CON11lACTOR SHALL BE RESPONSIBLE FOR VERIFYING 1HE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION, 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FlNISH TO ADJOINING IMPROVEMENTS. 4. P.C.C, SHALL BE CLASS 560-C-3250 5, CON1RACTOR SHALL ADJUST CITY UTILITIES (e.g, WATER VALVES, SCO, SURV[Y MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN ANO MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERV~SE. 7. ANY DISCREPANCY IN TJ,E DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAW!NGS BUT CALLED FOR IN 11-iE SPECIFIC/\llONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTI-1. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. ALL SAVAGEABLE ITEMS REMOVED AND NOT USED REMAIN THE PROPERTY OF THE CITY, 10. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE S!TE. 11. CONTRACTOR TO PROTECT EXISTING PALM TREES ANO IRRIGATION. REGULATORY REQUIREMENTS 1. THE CONTRACTOR SHALL, AT ALL llMES, COMPLY VATH ALL OSHA AND STATE SAFETY ORDERS. 2. ALL MATERIALS AND WORK SHALL CONFORM TO THE CALIFORNIA BUILDING CODE (CBC) 2007 EDITION, INCLUDING ALL SUPPLEMENTS. DEFINITION OF TERMS 1. ~EMOVE_; SHALL MEAN TO DEMOLISH, TRANSPORT AND DISPOSE OF AT CONTRACTOR'S EXPENSE. 2. REMOVE ANO REINSTALL ; SHALL MEAN TO REMOVE, PROTECT, STORE, CLEAN AND REINSTALL IN GOOD CONDITION. 3, INSTAI L = SHALL MEAN TO FURNISH THE ITEM SPECIFIED, TRANSPORT TO TI-IE SITE AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDAflDNS AND THESE DRAWINGS, 4, SALVAGE = SHALL MEAN TO DISASSEMBLE, SORT INTO LIKE COMPONENTS, PACKAGE OR PALETTIZE !NTO TRANSPORTABLE UNITS AND TRANSPORT TO A SITE DESIGNATED BY Cl1Y. CONCRETE SAWING 1. SAW CUT EXISTING CONCRETE SHAUL COMPLY WITH CAL-OSHA. THE CONlRACTOR SHALL KEEP DUST TO A MINIMUM AND SHALL BE RESPONSIBLE FOR DAMAGE TO AND REPLACEMENT OF ADJACENT MATERIALS AND FINISHES. MISCEU ANEOUS METAL 1. HOT DIP GALVANIZE ALL METAL HARDWARE AND FASTENERS AFTER FABRICATION UNLESS OTHERWISE NOTED, 2. ALL FASTENNERS SHALL BE NEW. DO NOT REUSE EXISTING FASTENNERS. 3. ALL STAINLESS STEEL SHALL BE ALLOY 315/316l. E 0 "' "' m Ol ~ N SHT PLAN ' i----~---~-----------------------------------1<0 NO, CODE 1 T-1 2 S-1 3 S-2 4 S-3 5 S-4 6 S-5 7 S-6 8 S-7 9 S-8 10 S-9 SHEET INDEX 0 TITLE SHEET ---------------------------------1,l. REMOVAL PLAN AND SECTION ~ "' ---------------------------------1"' _'.;:, REMOVAL PHOTOS AND DETAILS -~ ---------------------------------,0 .c "" PLAN AND SECTION ---------------------------------lfu "' C CONCRETE REPAIR WALLS _______________________________ __,·ji 0 b CONCRETE REPAIR PILES ;!, ---------------------------------1_,, (.) 0 CONCRETE REPAIR DETAILS --------------------------------10 u <= SECTIONS AND DETAILS ---------------------------------," SECTIONS AND DETAILS '" ~ 0 ---------------------------------1-0 a. :::, SECTIONS AND DETAILS i-----'----~------------------------------------1'::: C, '1§ C-3821 ! ..-----------ioc T-1 l-------------------------,,--------------------,------------------------------,----=--------,------------------===---.========----r========--....,,========--+========-------------------------.... -----------18 REVIEWED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: N CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG RHINE WHARF REPAIRS ~ 5772BolsaAve,Suite100 / j 1/"'i 1 f'lti') (i~~ 1-JfL'J.~~~~~~~-~,_,»··•,,,,.g~~~d~L~u~·~-tr:::::__V-~~~~it~~-~rr~ 1--------------·-------------------i~ Huntington Beach. CA 9z549•1134 Nb. 10379/i-&.l?'ll<'J.------,---;:;B;-;LA;;:;K;=-E-;:E;:;;CK"E:;:;R"LE:---rc;;,,,_--::C:-:cHR"'IS=--c:M::-ILL.--::E:::cR~--i--MARK HARMON -GE RGE MURDOCH TONY BRIN., R 45521 FRANK T. TRAN, RCE 62845 TITLE SHEET l1?- Tel: (714) 895-2072 / /tL--c,,: /t/ ✓ Fax• (714) 895_1291 • , "" PRINCIPAL ENGINEER !!ARBOR RESOURCES MANAGER GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR TRAFFIC ENGINEER ASSOCIATE CIVIL ENGINEER 1-----------------------,--------; -E -J'c C DESIGNED: BRE DRAWN: JI( c,'or"'ct It ~ CITY OF NEWPORT BEACH H-5163-S 1 or ,,1-----=1-----"-'-1 DATE· I '11 " DATE·, c,I l"'I ! J ""---DATE·, g_ fJ J)a DA=·. r:, ,_11 -&I, DATE·. "--IA -o0 ,__ ____ __," #30990209 DIP. J-31-2010 i-~, CHECKED: DATE: '--~--~---!}___ ,,_ -I-_-,'--; 'L D f,/ _T :! PUBLIC WORKS DEPARTMENT SHEET 1 OF 10 / 1-. _____________________ _;._ ________________ _,_ __________________________ _. ___ ....;;B"'RE;;,,.. _ _,;;s"-'-,;10"-"'og'"'----------..,_----------'----------..... ---------..... ---------...... -----------------------"'-------... 0 CITY OF COSTA MESA JOHN WAYNE .> AIRPORT -.J PROJECT LOCATION VICINITY MAP SYMBOL • POWER POLE OSCO SANITARY SEWER CLEANOUT ® SANITARY SEWER MANHOLE ® STORM DRAIN MANHOLE • FIRE HYDRANT □WM WATER METER BOX & SERVICE □PB PULL BOX DGM GAS METER ®WV WATER VALVE POWER POLE ANCHOR /j, MONUMENT -x-x-x-FENCE BLOCKWALL $ TREE 00 SHRUBBERY _,,,_ .u, -= -= ASPHALT PAVEMENT ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; BRICKWALK CONCRETE BUILDING EXISTING CONSTRUCTION - ---PROPERTY LINE ----NEW CONSTRUCTION ---Ci.---CENTERLINE ----S----SEWER LINE -----W-----WATER LINE ---G-- -GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM ---¢ STREET LIGHT 7::r SIGN NOT TO SCALE EMERGENCY TELEPHONE NUMBERS C '%--,ol< :s .?,p CITY OF IRVINE ~ PROJECT LOCATION DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (BOO) 624-8153 (BOO) 624-8153 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 (800) 611-1911 AERIAL PHOTO NOT TO SCALE PUBL C WORKS DEPARTMENT RHINE WHARF REPAIRS CONTRACT NO 3821 APPROVED: _____________________ _ DATE: _____ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 APPROVED: _____________________ _ DEPUTY P.W. DIRECTOR/ CITY ENGINEER R.C.E. NO. 47961 DATE: _____ _ RECORD DRAWINGS CITY HALL 32ND I I STREET ~I[~) ~~11 I I , 7 31ST ► STREET 111 1111 7 J 1111111111/'-----{ ~~TH 11111 Il1)-·~ t--,--;-r----; i§ _,___,,, 1111117 ! 29TH STREET i! ~~ /--+---~ 2 TH STREET PROJECT LOCATION LOCATION MAP NOT TO SCALE GENERAL NOTES GENERAL 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRAcrs SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, sea, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRA'MNGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. ALL SAVAGEABLE ITEMS REMOVED AND NOT USED REMAIN THE PROPERTY OF THE CITY. 10. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE SITE. 11. CONTRACTOR TO PROTECT EXISTING PALM TREES AND IRRIGATION. REGULATORY REQUIREMENTS 1. THE CONTRACTOR SHALL, AT ALL TIMES, COMPLY WITH ALL OSHA AND STATE SAFETY ORDERS. 2. ALL MATERIALS AND WORK SHALL CONFORM TO THE CALIFORNIA BUILDING CODE (CBC) 2007 EDITION, INCLUDING ALL SUPPLEMENTS. DEFINITION OF TERMS 1. REMOVE = SHALL MEAN TO DEMOLISH, TRANSPORT AND DISPOSE OF AT CONTRACTOR'S EXPENSE. 2. REMOVE AND REINSTALL = SHALL MEAN TO REMOVE, PROTECT, STORE, CLEAN AND REINSTALL IN GOOD CONDITION. 3. INSTALL -SHALL MEAN TO FURNISH THE ITEM SPECIFIED, TRANSPORT TO THE SITE AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND THESE DRAWINGS. 4. SALVAGE = SHALL MEAN TO DISASSEMBLE, SORT INTO LIKE COMPONENTS, PACKAGE OR PALETTIZE INTO TRANSPORTABLE UNITS AND TRANSPORT TO A SITE DESIGNATED BY CITY. CONCRETE SAWING 1. SAW CUT EXISTING CONCRETE SHALL COMPLY WITH CAL-OSHA. THE CONTRACTOR SHALL KEEP DUST TO A MINIMUM AND SHALL BE RESPONSIBLE FOR DAMAGE TO AND REPLACEMENT OF ADJACENT MATERIALS AND FINISHES. MISCELLANEOUS METAL 1. HOT DIP GALVANIZE ALL METAL HARDWARE AND FASTENERS AFTER FABRICATION UNLESS OTHERWISE NOTED. 2. ALL FASTENNERS SHALL BE NEW. DO NOT REUSE EXISTING FASTENNERS. 3. ALL STAINLESS STEEL SHALL BE ALLOY 316/316L. '5, "' I: 0 "' E C --~---~---------------------------------!~ SHT PLAN SHEET INDEX NO. CODE 1 T-1 TITLE SHEET -.:::::.. -----------------------------1..., 2 S-1 REMOVAL PLAN AND SECTION ~ -----------------------------1<N a 3 S-2 REMOVAL PHOTOS AND DETAILS -----------------------------!"' 3 4 S-3 PLAN AND SECTION -c, - 5 S-4 CONCRETE REPAIR WALLS ------------------------------!~ -"' ------------------------------11'") 6 S-5 CONCRETE REPAIR PILES jg ~ 7 S-6 CONCRETE REPAIR DETAILS -----------------------------1"-Cl a_ ------------------------------10 ~ 8 S-7 SECTIONS AND DETAILS 9 S-8 SECTIONS AND DETAILS en ---------------------------~ Cl ~ 10 S-9 SECTIONS AND DETAILS -~ 0 l------'-----'----------------------------------10. Q) <l:'. SBC/AT&T TELEPHONE COMPANY 611 611 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644 3011 (949) 644 3717 These Record Drawings have been prepared based on information submitted, in part, by others. Ylhile this 't ORANGE COUNTY SANITATION DISTRICT (714) 962_::2411 -information is believed lo be reliable, City of Newport Beach is not responsible for its occuracy, nor for C-3821 ~ ADELPHIA (714) 542_6222 (714) 542_6222 errors or omissions which may have been incorporated into these plans as a result. ,------------t " I ___ u_N_D_ER_G_Ro_u_N_D_s_ER_V1_c_E_A_LE_R_T _______ (s_oo_)_4_2_2-_4,13_3 __ <_8o_o_J_4_22_-_4_13_3 ________ -,-___________ _.::============~========~=======~-.-----------r------------.-----------1-----------,------------------_J ___ T~-:=....!1~ __ _j~ f-'l'i CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 5772 Bolsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291 REVIEWED: BLAKE ECKERLE PRINCIPAL ENGINEER DESIGNED: DRAWN: BRE CHECKED: DATE: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: CHRIS MILLER MARK HARMON HARBOR RESOURCES MANAGER GENERAL SERVICES DIRECTOR JK DATE: DATE: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: GEORGE MURDOCH TONY BRINE, RCE 45521 FRANK T. TRAN, RCE 62845 UTILITIES DIRECTOR TRAFFIC ENGINEER ASSOCIATE CIVIL ENGINEER DATE: DATE: DATE: RHINE WHARF REPAIRS en -"' u 0 Cl ,__ _________________________ __,., TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT H-5163-S SHEET .& .c <l:'. n :!= ::, .0 I en <( #30990209 □ ~-------------------~---------------~------------------------~----~-~~~---------~--------~--------~--------~--------~-------------------~------~ci 1 OF 1Q BRE 8 10 09 2 13 EL. +9.0' T.O. BULKHEAD EL. +7.5' HIGHEST TIDE EL. 0.0 (M.L.L.W.) EL. -2.5' LOWEST TIDE \ \ \ \ 16 I I I I ~ I I I I I .L.,f'--1- \ \ \ 26 \ 0 - 20 g TYP. ~ ; ± 7'-6" PL YWOOO COVER 17 8 LIMITS OF EXCAVATION \ \ \ \ 23 \ 9 TYP. I I #r I I I \~ ~ \5 "' • \~ "' --~-~! ,,.-APC_,...-REM-OVED-v--. ,,,..REP._.LACED....,..,. Iii\ APPROAal aJRB I: GIJTIER HERE 10 NORlH EN> OF APl'ROACli INDICAlES LOCATION OF PHOTO DETAILS ON SHEET S-2. ----------- --------- c.-----:,-~ ~ 0 0 ----.,e 21 21 0 20 21 18 ~ TYP.8 17 0 0 .,; "' 17 0 ,-. &i ,c; + + "' TYP. 0 0 + + ~ ~ 0 0 ~ <( "' \ii "' 19 TYP. 8 ,-; 0 + -~ "' ---- -;J-,---c::: -- 21 0 0 o,; -;:t • 1---f-- -- ----------------- 5 -- LEGEND (PLAN): NOTES: 31 <IJ ~ ~ INDICATES LOCATION OF PHOTO DETAILS ON SHEET S-2. PLYWOOD COVER, WOOD DECKING AND ASPHALT RAMP TO BE REMOVED. REFER TO REMOVAL NOlE NO. 18. CONCRETE APRON AND FILL TO BE REMOVED TO EXPOSE EXISTING TIE ROD. REFER TO REMOVAL NOTE NO. 23. 1. STATIONS ARE SHOWN FOR REFERENCES ONLY. 2. ALL ITEMS NOTED TO REMAIN, SHALL BE PROlECTED IN PLACE. 3. REMOVE ALL UNUSED AND ABANDONED BOLTS AND CONNECTORS FROM WOOD BEAMS. 4. LOCATION OF EXISTING TIE RODS AND ANCHOR PILES ARE NOT KNOWN AND ARE SHOWN FOR REFERENCE ONLY. 5. REFER TO SHEET S-4 FOR LOCATION OF CONCRETE REPAIRS FOR WALLS. 6. REFER TO SHEET S-5 FOR LOCATION OF CONCRETE REPAIRS FOR PILES. RECORD DRAWINGS 1 REMOVAL PLAN These Record Drawings hove been prepared based on information submitted, in pert, by othera. 'Mlile this Information la bellevad to be reliable. City of Newport Beach Is not responsible for Its cccuracy, nor for errors or omissions which may have been Incorporated ilto these plcns cs a result. S-1 SCALE: 1 /8"= 1 '-0" ± 12'-1" ± 20·-o· ± 16'-o" ASPHALT RAMP 11 OVED APC REMOVED & REPLACED EXISTING CONCRETE APRON TO REMAIN -...c:-...::;,-=.,.._ ---.--= = y -----------1...._ ___ ____r--- APC REMOVED & REPLACED EXISTING CURB AND GUffiR TO /ASPHALT ROAD REMAIN L _ -TO REMAIN --------== -=========== =========-- LEGEND (SECTION): ROAD ----+ llEMS TO BE REMOVED AND REINSTALLED. F.L. ITEMS TO BE REMOVED. EXISTING SOIL. FLOW LINE. ITEMS TO REMAIN RECORD DRAWINGS These Record Droolngs haw been prepored bo,ed oo lnhrmatloo Sl.i>mltled, In po1, by others. 1'1111e thla lnhrmotloo Is b•-to be raloble, City at Nnpo1 Booch Is not "'POOslilO fur rt, IICQIIGCJ, nor fur emn or omissions which moy hove been incuporoted iito these plans as o result ------------ REMOVAL NOTES (SHEETS S-1 AND S-2 ONLY) CD EXISTING TIMBER BREASTING PILES TO REMAIN. SEE PHOTO DETAIL 1 /S-2 . 0 EXISTING DECKING TO REMAIN. 0 EXISTING GANGWAY TO REMAIN. 0 EXISTING DOCK TO REMAIN. 0 EXISTING FIRE HYDRANT TO REMAIN. SEE PHOTO DETAIL 5/S-2. 0 EXISTING MONUMENT AND RAISED PAD TO REMAIN. SEE PHOTO DETAILS 2/S-2 AND 5/S-2. 0 EXISTING WOOD POLES TO BE REMOVED AND REPLACED WTH NEW TIMBER POLES TO MATCH EXISTING. SEE PHOTO DETAILS 2/S-2 AND 5/S-2. 0 EXISTING CONCRETE BULKHEAD TO REMAIN. SEE PHOTO DETAIL 4/S-2. 0 EXISTING 14" SQ. CONCRElE PILES TO REMAIN. SEE PHOTO DETAIL 3/S-2. ® EXISTING MANHOLE AND FRAME TO REMAIN. SEE PHOTO DETAIL 5/S-2. @ EXISTING SEWER CLEANOUT COVER AND FRAME TO REMAIN. @ EXISTING WOOD BEAM TO REMAIN. @ EXISTING GUARDRAIL TO REMAIN. @ EXISTING GATE TO REMAIN. @ EXISTING CONCRETE SLAB TO REMAIN. EXISTING REMOVABLE GUARDRAIL, AND SUPPORT BRACKETS FROM STATION 0+12.50 TO STATION 1+29.67 TO BE REMOVED AND REINSTALLED. SEE PHOTO DETAIL 3/S-2 AND DF ® EXISTING WOOD WHEEL STOPS FROM STATION 0+12.50 TO STATION 1+32.92 TO BE REMOVED. SEE PHOTO DETAIL 3/S-2 AND DETAIL 7 /S-2. -2, 3/S-2, 4/S-2 AND DETAILS 6/S-2, 7 /S-2, AND 8/S-2. ® EXISTING WOOD NAILER ON TOP OF BULKHEAD FROM STATION 0+12.50 TO STATION 1+38.70 TO REMAIN. SEE PHOTO DETAIL 4/S-2. ® EXISTING WOOD PILE CAP BEAMS FROM STATION 0+12.50 TO STATION 1+38.70 TO BE REMOVED AND REINSTALLED, SEE PHOTO DETAIL 3/S-2 AND DETAILS 6/S-2, 7 /S-2 AND 8/S-2. WOOD BEAMS SHALL BE MARKED IN SUCH A MANNER TO INSURE WOOD BEAMS ARE REINSTALLED AT THE SAME LOCATIONS. ® EXISTING BEAM SEAT TO BE REMOVED. CUT OFF EXISTING BEAM SEAT AT TOP OF PILE. SEE PHOTO DETAIL 3/S-2 AND DETAILS 6/S-2 AND 7 /S-2. @ EXISTING BEAM SEAT TO REMAIN. BEAM SEAT SHALL BE CLEANED OF ALL LOOSE MAlERIALS AND COATED WTIH TWO 8 MIL MINIMUM TIHICK COATS OF AMERLOCK 400 BY AMERON INlERNATIONAL. SURFACE PREPARATION SHALL BE IN STIRICT ACCORDANCE WITIH MANUFACTURER'S RECOMMENDATIONS. SEE DETAIL 8/S-2. @ REMOVE EXISTING CONCRETE APRON AND SUBGRADE MA lERIAL TO EXPOSE EXISTING TIE ROD FOR INSPECTION BY ENGINEER. EXISTING SUBGRADE MAlERIAL SHALL BE STOCKPILED ON SllE TO BE REUSED FOR BACKFILL MAlERIAL. SEE REMOVAL NOlES 26 AND 27 FOR ADDITIONAL INFORMATION. @ PROTECT IN PLACE EXISTING HOSE BIBB. @ EXISTING TIE ROD TO REMAIN. PROlECT IN PLACE. @ SAWCUT LINE OF EXISTING CONCRElE APRON. SAWCUT LINE SHALL ALIGN WTH WA lERSIDE EDGE OF CONCRElE FRAME AT EXISTING SEWER CLEANOUT {llEM 11 ). APPROXIMA lEL Y 2'-6" FROM FACE OF EXISTING BULKHEAD CAP. @ EXISTING TIE ROD TO BE EXPOSED. EXACT LOCATIONS ARE NOT KNOWN. AFTER TIE RODS ARE EXPOSED, ENGINEER SHALL INSPECT TIHE TIE RODS TO DElERMINE IF TIHEY NEED TO BE REPLACED. IF EXISTING TIE RODS NEED TO BE REPLACED, CONTIRACTOR SHALL INSTALL NEW TIE RODS PER DETAILS ON SHEET S-8. @ EXISTING SEWER LINE TO REMAIN. @ EXISTING ELECTIRICAL OUTLET AND CONDUIT TO REMAIN. ® END OF EXISTING REMOVABLE GUARDRAIL. ® END OF EXISTING WOOD WHEEL STOP. @ EXISTING WOOD DECKING TO BE REMOVED. SEE PHOTO DETAILS 2/S-2 AND 5/S-2. @ FIXED GUARDRAIL TO BE REMOVED AND REINSTALLED. THE ABOVE REMOVAL NOTES ONLY APPLY TO SHEETS 2 (S-1) AND 3 (S-2) C-3821 S-1 E C ~ I (/) ~ Ol r<) w □ ~ "-0 a. C ~ Ill ~ 0 ~ 't C _c 3: OJ C _c ac ~-----------------------------------------------~-~----------------~------~------------------------------------1n REVIEWED: RHINE WHARF REPAIRS Ill "" u C 0 f--+-------11---------------------+-----t-------------------------------,OJ 2 LI_J REMOVAL SECTION 5772 Balsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 BLAKE ECKERLE PRINCIPAL ENGINEER REMOVAL PLAN & SECTION .!: _c ac LJ :!: t"::':=::-:=::---r::-:::-:-::::-:-----1----+-----l----------------------l----/----------------------~-::-::---=--:--'.::-::-----:::----1::i DESIGNED: BRE DRAWN: JK CITY OF NEWPORT BEACH H-5163-S 4' t----------i~ S-1 SCALE: 3/8"= 1 '-0" Fax: (714) 895-1291 #30990209 CHECKED: BRE DAlE: 8 10 09 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 2 OF 1 Q u ~-------------------------------------------------~---------------------------------------------~-~-~----------------------------~---------------------~------~o ...--- • 0 z 0 I- 0 :r: a_ LO • 0 z 0 l-o :r: 0 ; REMOVAL NOTE -REFER TO SHEET S-1 @ PHOTO DETAIL 2 SCALE: NONE \P1120022 JPG a_ ~--------+----------1-+--------~ 0 ; REMOVAL NOTE -REFER TO SHEET S-1 @ PHOTO DETAIL 2 SCALE: NONE N • 0 z 0 I- 0 :r: a_ 32 18 0 ; REMOVAL NOTE -REFER TO SHEET S-1 @ PHOTO DETAIL 2 SCALE: NONE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed lo be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. EXIST. PLYWOOD AND WOOD DECK TO BE REMOVED--~ EXIST. WOOD PILE CAP BEAM TO BE REMOVED AND REINSTALLED 0 0 0 0 I I I I EXIST. WOOD PILE CAP BEAM TO BE REMOVED AND REINSTALLED ~--i--CUT OFF BEAM SEAT AT THIS LEVEL EXIST. BEAM SEAT TO BE CUT OFF FLUSH WITH TOP OF PILE ~ EXIST. 14"x14" SQ. I I CONC. PILE TO REMAIN _I __ Jr __ L @DETAIL 2 SCALE: 1 "= 1 '-0" ("I') . 0 z 0 I- 0 :r: a_ EXISTING GUARDRAIL SUPPORT BRACKETS TO 0 ; REMOVAL NOTE -REFER TO SHEET S-1 PHOTO DETAIL SCALE: NONE ,,,-------EXIST. REMOVABLE GUARDRAIL AND SUPPORT BRACKETS TO BE REMOVED AND REINSTALLED ~-EXIST. WOOD WHEEL STOP TO BE REMOVED BE REMOVED & REINSTALLED------1~1--=-~--c,'-~-~l-- ~-EXIST. PLYWOOD AND WOOD DECK TO BE REMOVED CUT OFF BEAM SEAT AT THIS LEVEL 7 S-2 I I I --EXIST. WOOD PILE CAP BEAM TO BE REMOVED AND REINSTALLED EXIST. BEAM SEAT TO BE CUT OFF FLUSH WITH TOP OF PILE I I~ I I I I EXIST. 14"x14" SQ. _J - --, L - -L CONC. PILE TO REMAIN SECTION SCALE: 1 "=1 '-0" ~ . 0 z 0 I- 0 :r: a_ 4 S-2 EXIST. PLYWOOD AND WOOD DECK TO BE REMOVED -- FOR REMOVAL NOTES SEE SHEET 2 (S-1) 0 ; REMOVAL NOTE -REFER TO SHEET S-1 PHOTO DETAIL SCALE: NONE R ~ EXISTING WOOD DECK + 1~---=cc='-'-=--=c=-=='-------1 TO BE REMOVED ~ ~ EXIST. WOOD DECK vi TO REMAIN ---~ l=====;::::::=::l::::::::::::::::;::::::====ilr----------------------------~~--~---1 EXIST. WOOD PILE CAP BEAM TO BE REMOVED AND REINSTALLED -~ I ,I ,--j--7 I I I I 'r :I t-1 I L __ -1--- 1 I ~ I EXIST. WOOD PILE CAP BEAM TO I REMAIN I I EXIST. BEAM SEAT I TO REMAIN I i~ EXIST. 14"x14" SQ. _J _ -j r _ -L CONC. PILE TO REMAIN @DETAIL 2 SCALE: 1 "= 1 '-0" C-3821 S-2 E " <O N a - "' ;,: -c, c-J I (/) -Ol r<) <O □ ~ "-0 a. 0 ~ Ill ~ 0 ~ 't " .c 3: " C .c ac ~--------------------------~------~--------~-~---~--------------------~-----------------~~----------1n 5772 Balsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291 #30990209 REVIEWED: BLAKE ECKERLE PRINCIPAL ENGINEER RHINE WHARF REPAIRS Ill -"' u 0 0 1--+-----+------------------+----+-----------------------------,0J .!: REMOVAL PHOTOS & DETAILS .c ac LJ :!: t==-:=::-----r'.=-:-:::-:---1---+-----+-------------------+----t----------------------.----:--:-=-:-:--::---::----1::i DESIGNED: BRE DRAWN: JK CITY OF NEWPORT BEACH H-5163-S 4' CHECKED: t----------1~ BRE DATE: 8 10 09 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 3 OF 1 Q u -------------------------------------~----------------------------------------------~--~~--~---~-----------------~-----------------------------~□ T""" • 0 z 0 I- 0 :r: a.. LO • 0 z 0 l-o :r: a.. --~ - -.i:...,. - N • 0 -z 0 I- 0 :r: a.. 0 = REMOVAL NOTE -REFER TO SHEET S-1 1 PHOTO DETAIL S-2 SCALE: NONE 0 = REMOVAL NOTE -REFER TO SHEET S-1 5 PHOTO DETAIL S-2 SCALE: NONE 0 = REMOVAL NOTE -REFER TO SHEET S-1 2 PHOTO DETAIL S-2 SCALE: NONE EXIST. PLYWOOD AND WOOD DECK TO BE REMOVED ----- EXIST. WOOD PILE CAP BEAM TO BE REMOVED AND REINSTALLED 0 0 0 0 I I I I EXIST. WOOD PILE CAP BEAM TO BE REMOVED AND REINSTALLED ~--+-CUT OFF BEAM SEAT AT THIS LEVEL EXIST. BEAM SEAT TO BE CUT OFF FLUSH WITH TOP OF PILE ~ EXIST. 14"x14" SO. I I CONC. PILE TO REMAIN _J __ Jr __ L @DETAIL 2 SCALE: 1"=1'-0" 5772 Balsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291 (Y') • 0 z 0 I- 0 :r: a.. 0 = REMOVAL NOTE -REFER TO SHEET S-1 3 PHOTO DETAIL S-2 SCALE: NONE □ □ ,,,---EXIST. REMOVABLE GUARDRAIL AND SUPPORT BRACKETS TO BE REMOVED AND REINSTALLED ~-EXIST. WOOD \\tiEEL STOP TO BE REMOVED ~-EXIST. PLYWOOD AND WOOD DECK TO BE REMOVED ----EXIST. WOOD PILE CAP BEAM TO BE REMOVED AND REINSTALLED """" • 0 z 0 I- 0 :r: a.. FOR REMOVAL NOTES SEE SHEET 2 (S-1) 0 = REMOVAL NOTE -REFER TO SHEET S-1 4 PHOTO DETAIL S-2 SCALE: NONE EXIST. PLYWOOD AND WOOD DECK TO BE REMOVED-~ R ~ EXISTING WOOD DECK +f-----~=~=~~--~ -TO BE REMOVED EXIST. WOOD DECK TO REMAIN ---~ CUT OFF BEAM SEAT AT THIS LEVEL EXIST. WOOD PILE CAP BEAM TO REMAIN No. 30379 I I I I I I EXIST. BEAM SEAT TO BE CUT OFF FLUSH WITH TOP OF PILE I~ I I EXIST. 14"x14" SQ. _J - --, L - -L CONC. PILE TO REMAIN 7 SECTION S-2 SCALE: 1 "= 1'-0" REI/IEE: EXIST. WOOD PILE CAP BEAM TO BE REMOVED AND REINSTALLED -~ 8 S-2 I I I EXIST. BEAM SEAT I TO REMAIN I ~ EXIST. 14"x14" SO. _J --j r __ L CONC. PILE TO REMAIN DETAIL SCALE: 1 "= 1 '-0" ., C-3821 .!= ----------1i2 S-2 I I 2l RHINE WHARF REPAIRS 1---1-------11--------------------1---t------------------------------l,. ~ BLAKE ECKERLE REMOVAL PHOTOS & DETAILS .,,,,...,m., PRINCIPAL ENGINEER t-:DE:::si=GN=m=-:---r:cD=-cRA"'~==---1---1-----1-----------------1-----t-------------------.---H-5_1_6_3_S---t i BRE .JC CITY OF NEWPORT BEACH - -·e .._ __________________________________ ....... _______ ......._ ______________ #_3_o9_90_2_09 ___________ .... _,,_,,,__ ___ ......._0I_ECK_ED:_ • ....;BR=E._D_ATE:_· 8~0;;,..;;;09;;.i....N_o_. _,__DA_TE_ ....... _DESCR __ 1P_11_0N_OF_R_EVI_S1_00_s _________ ......._AP_PRO_VED ....... _____ P_U_B_L_1c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ ......._1-_SH-_-EET:_-_-3_-_-_0F==1=0=:! EL. +9.0' T.O. BULKHEAD EL. + 7.5' HIGHEST TIDE EL. 0.0 (M.L.L.W.) EL. -2.5' LOWEST TIDE ------- 2 16 20 l I '-----'--I I I \ \ -I I ~ I I I 7 I I I I I I I I I I I I I I I I I I I I I I ~ 17 ---------- -----"', ~; ~-w~1ER L~ --C: (~~~S'l\~N~G~6~•~~~-c_.P_. -\~ ,.,..._,...,,-,-,~------.-.,_'"'"""'-- APC FOUND APC REPLACED APPROACH \ CURB & GUTTER HERE TO NORTH END OF APPROACH \ A PC I APC FO LIND\ FOUND ELV ELV I +7.0 +7.5 I ----- APC FOUND ELV APC ENTIRE CONCRETE APRON REPLACED I APC I FOUND I ELV +7.0 I I --- 7\ I I I I I APC FOUND ELV +7.2 -- I I 7\ -- APC / FOUND / ELV / +7.2 ------------ ------------ h-. --------------------------w w ----- ---------z -------------- ----------- _J --:::,,::: --<:( --w - 7\ --------r ~ ------------------------------------------I APC I FOUND ELV / APC ------ F~~DI 27 ELV +7.0 19 I I I I. • l I -~ . ·r . I I I I •. . , I I I I +6.0 / FOUND ELV /+7.0 ~------------- I I I I I I I I I I I I I I I I I I I I I I I I I I 11 L_j ELV +1.0 \ 31 I 20 4 • ... ·• .. .. ~ 9 \?, 6 ..,_ vi I I •. I .. •• .• . . ' . • • • • \ . . . 4 • ... .. • • • ~ . . : I I .. -------0 0 -----.: g 21t' S 1 ..-; "' + 21 16 21 20 :is 0 0 r-.: '" "' ,.._ + + 0 0 21 0 21 -- ;;: 17 0 "' 18 c-; 0) 0 + 0 ..-; TYP. ± 12'-1" ± 16'-o" 11 TYP. o ~ 0 <C ;"' 0 \ii ~ + "' -"' tj ,:E -+ "' - LEGEND (PLAN): ., <I . ,q_ ,;·• •• NEW PCC SLAB. REFER TO CONSTIRUCTION NOTE NO. 23. ...... __ q. mm NEW T&G WOOD DECKING RECORD DRAWINGS These Record Drawings have been prepared bosed on information submitted, in part. by others. Yltlile this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated i'lto these plans os a result PLAN SCALE: 1/8"=1 '-Q" ~~ EXISTING CURB AND GUTTER TO REMAIN ± 20·-o· APC EXISTING STORM DRAIN CLEAN OUT REMOVED AND LINE GROUTED SHUT. REMOVED AND REPLACED ENTIRE APRON WITH NEW CONCRETE. REMOVED AND REPLACED A PORTION OF THE CURB & GUTTER APPROACH REDESIGNED NAILER. SEE APC AS-BUil T DRAWING AB-2 DETAIL TYP. EXISTING CONCRETE APRON TO REMAIN /ASPHALT ROAD L _ -TO REMAIN ====== ====--======-==t ------------- CONSTRUCTION NOTES (TIHIS SHEET ONLY) ------ ----- - - ---------- - I I I I 0 EXISTING TIMBER BREASTING PILE. ® EXISTING WOOD NAILER ON TOP OF CAP. 0 EXISTING DECKING. ® EXISTING WOOD BEAMS FROM STATION 0+12.50 TO STATION 1+38.70 TO BE REINSTALLED, SEE DETAIL 6/S-7. 0 EXISTING GANGWAY. ® NEW BEAM SEAT. SEE DETAILS 1/S-7, 5/S-7 AND 6/S-7. '4' EXISTING DOCK. r;;;;--, \.":.) ® EXISTING BEAM SEAT TO BE CLEANED AND COATED WITH AMERILOCK 400 EPOXY COATING, SEE DETAIL 7/S-7. 0 EXISTING FIRE HYDRANT. @ CONSTIRUCT 6 INCH MINIMUM THICK UNREINFORCED CONCRETE SLAB OVER COMPACTED SUBGRADE. © EXISTING MONUMENT AND RAISED PAD. SEE DETAIL 3/S-7. @ END OF NEW WHEEL STOP. 0 NEW 12" DIA TIMBER POLES. CONTIRACTOR SHALL PRO~DE NEW POLES TO MATCH THE HEIGHT OF THE EXISTING POLES. THE NEW POLES SHALL BE EMBEDDED A MINIMUM OF 24 INCHES BELOW THE '25' EXISTING ELECTIRICAL OUTLET TO BE RE-ATTACHED TO BEAM. EXISTING CONCRETE SLAB. CONTRACTOR SHALL REPAIR THE EXISTING CONCRETE SLAB THAT IS ~ DAMAGED AS A RESULT OF REMO~NG THE POLES. ~ ~~UE. \_V EXISTING CONCRETE BULKHEAD. ~ @ EXISTING TIE ROD AND ANCHOR PILES. 0 EXISTING 14" SQ. CONCRETE PILES. r::;;-., ·5, "' C: 0 "' E 0 N a r® ~ EXIST 6• ~ NEW CONCRETE SLAB SHALL BE POURED AROUND EXISTING WOOD POLES. ~ ----------I tATlER LINE @ EXISTING MANHOLE COVER AND FRAME @ JOIN EXISTING. MATCH EXISTING ELEVATION. ~ , ~~t E2 ---------------:.. F.L. , .............._ r€J F.L. • @ ~ i = _::= = = = = = = ::;;--~ EL. +4.20 e-+-t-+-i -_[ EL. +5.50' 11 EXISTING STORM DRAIN CLEANOUT COVER AND FRAME. ® NOT USED. l CLEAN~~ ;s~ 5 .. v.c.P-:-s~;-u;=:.":: ~_::., _ --:------_ _ @ EXISTING wooD BEAM. f:l"i\ TOP OF NEW SLAB SHALL MATCH TO OF NEW DECKING. "' ;,: "'Cl "' I (/) i I I 17-----~-::..::_::::::=:.:: =-= - -= = -- -] ® EXISTING GUARDRAIL. ® EXISTING SEWER LINE. I I I I I LEGEND (SECTION): r;;--, ~ Ol r<) w □ ~ u. 0 a. 2 SECTION S-3 SCALE: 3/8"= 1 '-0" 11 11 [33 \!_V EXISTING GATE. @ NEW 3"x12" PRESSURE TIREATED DOUGLAS FIR T&G WOOD DECKING. SEE DETAIL 7/S-7. NEW CONCRETE r.?\ I I I I • \!_V EXISTING CONCRETE SLAB. @ EXISTING FIXED GUARDRAIL TO BE REINSTALLED. SEE DETAIL 2/S-9. I I I I mll NEW ASPHALT CONCRETE PAVEMENT @ EXISTING REMOVABLE GUARDRAIL AND SUPPORT BRACKETS FROM STATION 0+12.50 TO STATION @ INSTALL NEW STAINLESS STEEL RODS ON EXISTING FIXED GUARDRAILS. I I I I I ~ 1+29.67 TO BE REINSTALLED. SEE DETAIL 4/S-7. INSTALL NEW STAINLESS STEEL RODS ON EXISTING SEE DETAIL 2/S-9. ~ BASE MATERIAL REMOVABLE GUARDRAILS. SEE DETAIL 1/S-9. r:;;;,._ ANCHEOXRISTIPNILEG ~I I I I ~ EXISTING BEAM AT GANGWAY TO REMAIN. REPAIR TO THE EXISTING ~ @1 NEW WOOD WHEEL STOP FROM STATION 0+12.50 TO STATION 1+32.92 TO BE INSTALLED. SEE DETAIL CONCRETE PILE SHALL BE PERFORMED l\1TH BEAM IN PLACE. SEE I I 1 ~ EXISTING SOIL 5/S-7. DETAIL 1/S-7 FOR REPAIR. 0 ~ Ill ~ 0 ~ 't 0 .c 3: ® C-3821 I I I I I 1!11111111 NEW BACKFILL MATERIAL @ NEW 4"x12" PRESSURE TIREATED DOUGLAS FIR #1 OR BETTER T &: G WOOD DECKING FROM STATION 37 BACKFILL AND COMPACT l\1TH EXISTING SUBGRADE MATERIAL TO 95% ti L 0+12.50 TO STATION 1+38.70. SEE DETAIL 4/S-7. PRO~DE 1/8" MIN, 1/4" MAX GAP BETWEEN DENSITY. s 3 ] - - -ITEMS TO REMAIN PLANKS. _ ;::: ~ ___ __J ______________________________ __Jl-------=---=--------,-----,-----,-------------------,---------,-------------------_J_-------------i~ 5772 Balsa Ave, Suite 100 Huntington Beach, CA 92649--1134 Tel: (714) 895-2072 Fax: (714) 895-1291 RE~EWED: .,, RHINE WHARF REPAIRS u 0 0 1-------1------+------------------+---f-----------------------------, -~ .c BLAKE ECKERLE PLAN & SECTION \lJ f--=:=~PR;,IN~C:::IP_:_A7L-;E~NG7.IN::E~E:.:.R_---l-_ _j ____ --i--------------------+-------r--------------------1 -----;--;-~~~~I] DESIGNED, BRE DRAWN, JK c1TY oF NEWPORT BEACH 1--H_-s_1_6_3_-_s___,, ~ L ____________________________________________ __J ______________ ___::~=0=9=90=20=9 ________________ _Lc_H_Ec_K_ED_,_B~R~E.L.D_A_TE_,~8L1~0L0~9'.1._N_o_._L__D_AT_E _ _L._D_Es_c_R_IP_TIO_N __ oF __ RE_~_sI_0N_s __________ _l_A_PP_R_O_VE_D_j__ ____ P_U_B_L_1_c_w_o_R_K_S_D_E_P_A_R_T_M __ EN_T ___ ~_s_HE_E_T_4 __ o_F_1_0~~ 0 0 c:::i 0 + 0 <( I-(/) w z _J a::: 0 0 0 <( L() 0 L() a...~ N a, c:::i w _, ~ ~ ,., a::: _, + + + <( 0 0 0 z~ (.!) ~ ~ ~ \ ~ I ill-w ID (/) (/) (/) -' " <D 0 ~ 0 rri i.r:i """ L() + + 0 0 ~ ~ rl1] [Th (/) \\ I L[]] 9 -[]] - 0 L() r....: [ill-~ I I ' I __;: 0 0 c,; r--+ 0 0 N N a, + 0 s: 0 _J w (II w w Cf) w z _J ITEM DJ rn rn [!] w [ID [I] rn [fil [Q] [TI] ~ O]] [BJ RHINE WHARF REPAIR TABLE OF OBSERVED CONCRETE REPAIRS WALL PANELS EXPOSED CRACK SPALL REBAR LENGTH WIDTH LENGTH WIDTH DEPTH LENGTH LOCATION (IN) (IN) (IN) (IN) (IN) (IN) Cap, Panel 10 24 0 016 Cap, Panel 13 24 0.016 Cap, Panel 14 24 0.020 Panel 19 10 8 3 Cap, Panel 19 24 0.010 Cap, Pa nels 19-21 96 0.016 Cap, Panel 21 6 0.010 Panel 21 12 7 3 Cap, Panel 22 24 0.020 Cap, Panel 23 20 0.020 Cap, Panel 23 12 0.050 Cap, Panel 25 24 0.030 Cap, Panels 25-26 36 0.020 Cap, Panel 26 20 0.020 REPAIR DETAIL 1/S-6 1/S-6 1/S-6 3/S-6 1/S-6 1/S-6 1/S-6 3/S-6 1/S-6 1/S-6 1/S-6 1/S-6 1/S-6 1/S-6 I (D I 0 I @ I © I ® I ® I (J) I ® I ® I @ I <D> I @ I @ I Q3) I @ ~ @ I @ l@I ® I @ I @ I @ I <3 I ® I ® I @ I ® I ® I ® I @ I I I [1]] O]] fill Cap, Panel 28 Cap, Panel 28 Cap, Panel 28 24 0.016 20 0.016 30 4 3 3/S-6 1/S-6 1/S-6 0 0 0 0 rri i.r:i 0 ~ + + ~ ~ <( <( I-I-(/) (/) @ 1 ®1 <3 1 ®1 ®1 @ 1 ®1 ®1 I I I I I I I I I I I I I I I I 2 S-4 1 CONCRETE REPAIR S-4 SCALE: 1 / 4"= 1 '-0" 0 0 r....: N + ~ <( I-(/) CONCRETE REPAIR -WALL SCALE: 1/4"=1 '-0" WALL 0 r-- co ,., + ~ <( I-en 18"¢ TORM DR IN OUTF LL l ®I I I I I NOTES: 1. STATIONS ARE SHOWN FOR REFERENCES ONLY. 2. ALL PANELS ARE 20 FEET LONG AND 3 FEET WIDE UNLESS OTHERWISE INDICATED. 3. CRACKS AND SPALLS SHOWN ARE SCHEMATIC -NOT TO SCALE. r--<D a::: r....: <(~ L() a... _, + w _, ~ a::: ~ <( 0~ I-en z w NOTES: LEGEND: ~ CONCRETE REPAIR ITEM. SEE TABLE THIS SHEET. ® CONCRETE WALL PANEL NUMBER. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, ln port, by others. Mlle this information Is belleYed to be reliable, City of Newpcrl Beach Is not responsible for its accuracy. nor for ernn or omissions which may hove bM11 in~ into theae plma os o reault. 1. STATIONS ARE SHOWN FOR REFERENCES ONLY. 2. ALL PANELS ARE 20 FEET LONG AND 3 FEET WIDE UNLESS OTHERWISE INDICATED. 3. CRACKS AND SPALLS SHOWN ARE SCHEMATIC -NOT TO SCALE. [1]] Cap, Panels 30-32 O] Cap, Panels 31-32 ~ Cap, Panel 34 24 0.016 ~ Cap, Panels 35-37 ~ Cap, Panel 35 24 0.016 ~ Cap, Panel 37 24 0.016 ~ Cap, Panel 37 24 0.016 ~ Cap, Panel 41 24 0.016 ~ Cap, Panel 41 20 0.016 ~ Cap, Panel 42 25 0.016 ~ Cap, Panel 43 24 0.020 ~ Cap, Panels 43-47 @Q] Cap, Panel 46 24 0.060 @11 Cap, Panel 47 12 0.016 ~ Cap, Panel 48 24 0.020 ~ Cap, Panel 51 ~ Panel 52 ~ Panels 52-53 ~ Panels 51 Summary -Cracks Length of Vis ible Cracks (fl) 50% Unknown Factor (ft) Estimated Length of Cracks (ft) Summary -Spalls -Hand Patch Volume of Visible Spalls (ft3) 50% Unknown Factor (ft3) Estimated Vo lume of Spalls (1!3) Summary -Exposed Rebar Length of Vis ible Expos ed Rebar (fl) Unknown Factor (ft) Estimated Length of Exposed Rebar (fl) 108 60 108 180 7 12 24 8 53 27 80 8 4 12 1 1 2 3 3 4 3 7 3 9 3 6 3 8 3 26 3 7 8 3 NOTE: 1. INSPECTION DA TE: MAY 5, 2009. 3/S-6 3/S-6 1/S-6 3/S-6 1/S-6 1/S-6 1/S-6 1/S-6 1/S-6 1/S-6 1/S-6 3/S-6 1/S-6 1/S-6 1/S-6 3/S-6 3/S-6 4/S-6 3/S-6 ·5, "' C: 0 "' "' 3: "CJ "' I Cf} -~ 0 a. Q) a:: 't C-3821 ~ ,------------I Q) S-4 ~ .-----------------------------------,------------r----r------r----------'------------,------,-----------------~--------;'l'i 5772 Bolsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291 REVIEWED: BLAKE ECKERLE PRINCIPAL ENGINEER RHINE WHARF REPAIRS en "" u 0 Cl l-------ll-----+----------------+-----i--------------------------------1" .& .c CONCRETE REPAIR-WALLS 19 :!= r===--.::::-:::::-:-----1---l-----l-------------------l-----t---------------------r----------j::l DESIGNED: DRAWN: H 5163 S .o BRE JK CITY OF NEWPORT BEACH - -I 1--------;~ #30990209 CHECKED: BRE DATE: 8 10 09 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 5 OF 1 Q 0 ~----------------------------------------~-------------------------------~---~-~~~-~---~---------------~--~-----------------~-----~ci 0 0 ci 0 + 0 ~ Cf) w > 0 m <( w w Cf) I w z __J I u ~ 0 N N "' + 0 ~ Cf) - 37 FOUR SIDES 0 a:: LO <C N a.. ~ w~ a:: Cf) + w 0 z ....J ~ -a.. t.? ~ w Cf) ro 38 FOUR ~:-~ SIDES I I I I I I I I 0 0 I"') 0 + ~ Cf) - 0 0 0 LO "' ci ~ "' + + 0 0 ~ ~ Cf) Cf) 39 FOUR ~7f SIDES ~ ~1 I I I I I I I I I I I I I I I I 1 CONCRETE REPAIR -PILES S-5 SCALE: 1/4"=1'-0" 0 0 tri 42 / BACK r-r,,,J,..__-t-CORNER 0 0 r....: N + ~ ~ Cf) <D 0 ~ 0 I"') tri '<I-LO + + 0 0 ~ ~ Cf) Cf) ~ - I I I I I I I I I I I I I I I I 0 a:: r-- co <C ~ "' a.. Cf) + ww ~ a:: ....J ~ 0 .!::, z Cf) w 0 0 LO 0 r....: "' <D r--+ + 0 0 ~ ~ ~ 0 Cf) Cf) __J 40 41 w m FRONT BACK ~ - '✓ ,i. w w Cf) I w z __J I u ~ I I I I ~ I I I I I I I I I I I I NOTES: 1. STATIONS ARE SHOWN FOR REFERENCES ONLY. 2. CRACKS AND SPALLS SHOWN ARE SCHEMATIC -NOT TO SCALE. LEGEND: I 37 I CONCRETE REPAIR ITEM. SEE TABLE THIS SHEET. NOTES: 1. STATIONS ARE SHOWN FOR REFERENCES ONLY. RHINE WHARF REPAIR TABLE OF OBSERVED CONCRETE REPAIRS PILES CRACK SPALL EXPOSED REBAR LENGTH WIDTH LENGTH WIDTH DEPTH LENGTH ITEM LOCATION (IN) (IN) (IN) (IN) (IN) (IN) @zl STA 0+12.50 24 56 2 ~ STA 0+19.00 24 56 2 ~ STA 0+30.50 32 56 2 @Q] STA 0+79.00 12 0.030 [11] STA 0+79.00 12 0.030 ~ STA 1+15.00 12 8 2 Summary -Cracks Length of Visible Cracks (ft) 2 50% Unknown Factor (ft) 1 Estimated Length of Cracks (ft) 3 Summary -Spalls -Form and Pour Volume of Visible Spalls (ft3) 7 50% Unknown Factor (ft3) 4 Estimated Volume of Spalls (ft3) 11 Summary -Exposed Rebar Length of Visible Exposed Rebar (ft) 0 Unknown Factor (ft) 0 Estimated Length of Exposed Rebar (ft) 0 NOTE: 1. INSPECTION DATE: MAY 5, 2009. RECORD DRAWINGS REPAIR DETAIL 1/S-7 1/S-7 1/S-7 1/S-6, 2/S-6 1/S-6, 2/S-6 1/S-7 ·5, "' C: " "' E " "' ~ "' 3: .., llJ I Cf} ~t------ar-+-----------+--+------------+--+------------+----+----------+--+---These Record Drawings have been prepared based on information submitted, in part, by others. While this 2. CRACKS AND SPALLS SHOWN ARE SCHEMA TIC -NOT TO SCALE. information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for I I I I I I I I I I I I I I I I I I I I I I I I 2 CONCRETE REPAIR -PILES S-5 SCALE: 1/4"=1'-0" - I I I I I I I I I I I I I I I I errors or omissions which may have been incorporated into these plans as a result. -~ " a. OJ a:: 't C-3821 ~ ,----------i OJ S-5 ~ .------------------------------------r----------.----.-----.--------.,__---------,-----r----------------~---------1'/'i 5772 Balsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895--1291 REVIEWED: BLAKE ECKERLE PRINCIPAL ENGINEER RHINE WHARF REPAIRS en -"' u " Cl 1---1-----1------------------+----t----------------------------jOJ .& .c CONCRETE REPAIR -PILES 19 :!= l-==:=::---.::-::--:-:::-:------1----l------l-------------------+---t-------------------,--------j::l DESIGNED: DRAWN: H 5163 S .o BRE JK CITY OF NEWPORT BEACH - -~ <( #30990209 CHECKED: BRE DATE: B/10/09 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 6 OF 1 Q 0 ~-------------------------------------------+---------------------------------+-----+--+-+-+--+----+-----------------+----+-------------------~-----~ci PORTING DEVICE CAP SEAL ALONG LENGTH OF CRACK \ , t> t, . I}, t, ·•. t> • J> t> CRACKS (WIDTH .005" TO 1 /2") NOT TO SCALE 1 /2" SAWCUT MAX. OR LESS AS NECESSARY TO AVOID CUTTING REINFORCING STEEL (CRACK TYPE C1) PREPARED SURFACE TO RECEIVE REPAIR MATERIAL • • A <1 <1 Ll SECTION THROUGH CONCRETE MEMBER A V APPLICABLE TO HORIZONTAL AND VERTICAL LOCATIONS <1 CAUTION! BEFORE STARTING REMOVALS, REVIEW EFFECT OF REMOVALS ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER AS NECESSARY. . .(l<1Ll 1) PEEN TO DETERMINE LIMITS OF SAWCUTS AND REMOVE DELAMINATED CONCRETE. REMOVE ADDITIONAL CONCRETE AS REQUIRED TO PROVIDE MINIMUM REQUIRED THICKNESS OF REPAIR MATERIAL. 2) AT EDGE LOCATIONS PROVIDE RIGHT ANGLE CUTS. AVOID FEATHER EDGES. PATCH CONFIGURATIONS SHALL BE AS SHOWN BELOW. "" --~ NOT ACCEPTABLE ACCEPTABLE NOT ACCEPTABLE ACCEPTABLE 3) AFTER REMOVALS AND EDGE CONDITIONING ARE COMPLETE, REMOVE BOND INHIBITING MATERIALS (DIRT, CONCRETE SLURRY, LOOSELY BONDED AGGREGATES) BY HIGH PRESSURE WATERBLASTING. PEEN THE SURFACES AFTER CLEANING TO INSURE THAT SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE, OR THAT ADDITIONAL DELAMINATIONS ARE NOT PRESENT. IF PRESENT, SAWCUT AND REMOVE ADDITIONAL CONCRETE AS REQUIRED TO SOUND CONCRETE. 4) CEMENT AND PARTICULATE SLURRY MUST BE REMOVED FROM THE PREPARED SURFACES BEFORE SLURRY HARDENS. EDGE AND SURFACE CONDITIONING NOT TO SCALE S-6 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. I-:::, ~ <( (f) PREPARED CONCRETE SURFACES TO RECEIVE PATCH _,,. • V I , \ \ I • • A Ll <1 . Ll SECTION THROUGH CONCRETE MEMBER A V ~ <1 L\,j Ll <1 APPLICABLE TO HORIZONTAL AND VERTICAL LOCATIONS CAUTION! BEFORE STARTING REMOVALS, REVIEW EFFECT OF REMOVALS ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER AS NECESSARY. . L'.l <1 Ll 1) REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE OXIDIZED REINFORCING STEEL. ONCE INITIAL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING OF ALL EXPOSED OXIDIZED (CORRODED) BARS. UNDERCUTTING WILIL PROVIDE CLEARANCE FOR UNDER BAR CLEANING, FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE, AND WILL SECURE THE PATCH STRUCTURALLY. ..._ 2) PROVIDE MINIMUM 3/4" CLEARANCE BETWEEN EXPOSED REBARS AND SURROUNDING CONCRETE. 3) CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCATIONS ALONG THE BAR FREE OF BOND INHIBITING CORROSION, AND WHERE THE BAR IS WELL BONDED TO SURROUNDING CONCRETE. 4) IF UNOXIDIZED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING PROCESS, CARE SHALL BE TAKEN NOT TO DAMAGE THE BARS' BOND TO SURROUNDING CONCRETE. IF BOND BETWEEN BAR AND CONCRETE IS BROKEN, UNDERCUTTING OF THE BAR SHALL BE REQUIRED. 5) ANY REINFORCEMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO OTHER SECURED BARS. 6) REFER TO DETAIL 7, THIS SHEET, FOR ADDITIONAL DETAILS EXPOSING AND UNDERCUTTING REINFORCING STEEL -6' NOT TO SCALE S-6 \ REPAIR MORTAR t> NOTE: REFER TO DETAIL 5, THIS SHEET, FOR EDGE AND SURFACE CONDITIONING REQUIREMENTS. t> ,... • V DELAMINATION (NO EXPOSED OR SPALLS REINFORCING) NOT TO SCALE (SPALL TYPE S1) MINIMUM REQUIRED LAP AFFECTED AREA I MINIMUM REQUIRED LAP I • • I • LOSS OF SECTION • • • I ~888888BE~5!-Wra88888888 IF REBAR HAS LOST MORE THAN 25% OF IT'S CROSS SECTIONAL AREA, SUPPLEMENTAL REINFORCING STEEL IS REQUIRED. REFER TO REINFORCING TABLE, THIS SHEET, FOR MINIMUM DIAMETER OF REBAR. IF REPAIRS ARE REQUIRED TO THE REINFORCING STEEL ONE OF THE FOLLOWING REPAIR METHODS SHALL BE USED: 1) COMPLETE BAR REPLACEMENT WITH EPOXY COATED REBAR, OR 2) ADDITION OF SUPPLEMENTAL EPOXY COATED REBAR OVER AFFECTIVE SECTION . 2A) NEW BAR MAY BE MECHANICALLY SPLICED TO OLID BAR OR PLACED PARALLEL TO THE EXISTING BAR. 28) LAP LENGTH SHALL BE AS INDICATED ON REINFORCING TABLE, THIS SHEET. SIZE OF SUPPLEMENTALL BARS SHALL MATCH EXISTING BAR. r l • 0 ' r 1r H ,r 1r 1~ l J l J ~:=:::::ll J l:=:::::J ~ I ORIGINAL MILIL LIGHT /MEDIUM HEAVILY SCALE UNOXIDIZED OXIDIZED SECTION OXIDIZED SECTION CLEANING REQUIRED CLEANING UNDERSIDE OF BAR PATH OF ~ ABRASIVES~ ,i : <! Ll < CONCRETE A V ALL HEAVY OXIDE AND SCALE SHALL BE REMOVED FROM THE BAR AS NECESSARY TO PROMOTE MAXIMUM BOND OF REPLACEMENT MATERIAL AS DETERMINED BY THE ENGINEER CLEANING OF REINFORCING STEEL REPAIR OF REINFORCING STEEL DUE TO LOSS OF SECTION NOT TO SCALE \ REPAIR MORTAR •. x:c.,.t.;i ., •. ,;,.:,,:,:;} > "' ',::''..;,>"" •• • t, \ \_ ANTI-CORROSION COATING NOTE: REFER TO DETAILS 5 AND 6, THIS SHEET, FOR EDGE AND SURFACE CONDITIONING AND EXPOSING REINFORCING BAR REQUIREMENTS. DELAMINATION (WITH EXPOSED OR SPALLS REINFORCING) NOT TO SCALE (SPALL TYPE S2) MINIMUM LAP NOMINAL LENGTH (INCH)(1) BAR DIA BAR (D) SIZE PLAIN EPOXY (INCH) 3 17 21 .375 4 22 33 .500 5 28 42 .625 6 33 50 .750 7 48 72 .875 8 55 83 1.000 9 62 93 1.128 TABLE NOTES: 1. MINIMUM REINFORCING LAP LENGTHS ARE BASED ON 3,000 PSI MINIMUM CONCRETE STRENGTH, 2 INCH CONCRETE COVER AND 6 INCH MINIMUM REBAR SPACING. 2. VALUES BASED ON 25 PERCENT REDUCTION IN REINFORCING BAR AREA. NO ADDITIONAL REINFORCING IS REQUIRED IF THE MEASURED DIAMETER OF THE REINFORING BAR IS EQUAL TO OR GREATER THAN THE NOTED DIAMETER. THE DIAMETER OF THE REINFORCING IS MEASURE BETWEEN DEFORMATIONS. REINFORCING TABLE NOT TO SCALE MINIMUM BAR DIA (D) (INCH)(2) .32 .44 .54 .65 .76 .87 .98 t;:: ::J Cl z N C-3821 S-6 ·5, "' C: 0 "' 0 "' ;,: ""Cl <O I (/) ~ Ol r<) <O □ ~ "-0 o._ 0 ~ Ill ~ 0 ~ 't 0 ..c: 3: " C: ..c: ac ~----------------------------~~-------------------------------------~-----------------------------~----------1n 5772 Balsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291 #30990209 RE~EWED: BLAKE ECKERLE PRINCIPAL ENGINEER RHINE WHARF REPAIRS Ill -"' u 0 0 f---+-------11---------------------+-----t-------------------------------,OJ .!: CONCRETE REPAIR DETAILS ..c: ac LJ :!: t-::-:=::-:=::---r::-:::-:-::::-:----1---+-----l----------------------l-----/----------------------~-:-:----=--:--'.::-::-----:::----1::i DESIGNED: BRE DRAWN: JK CITY OF NEWPORT BEACH H-5163-S 4' 1-----------i ~ CHECKED: BRE DATE: a/io/og NO. DATE DESCRIPTION OF RE~SIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 7 OF 1 Q u ~----------------------------------------~--------~---------------------------------------------~-~-~------------------------~---~---------------------~------~□ • N I 3• R. TO SIPRAL PILE "<II NEW 5/8"¢ S.S. THREADED ROD W/ ~i~ WASHER & NUT. PROVIDE NEOPRENE o..,o.. WASHER BETWEEN S.S. WASHER AND 4" BEAM SEAT ---------::;:"'>-{j;;;;;;;;;;;f' ;t;;9'1 tiQIE; BEAM SEAT SHALL BE HOT DIPPED GALVANIZED AND COATED W/ TWO 8 MILS MINIMUM THICK COATS OF AMERLOCK 400 BY AMERON INTERNATIONAL PRIOR TO INSTALLATION. SURFACE PREPARATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3/8" BENT PLATE DRILLED 3/4"¢ HOLE IN PLATE FOR THREADED ROD _ J. _BEAM,_f'LA TE ,: & PILE 2 1/2" N EQ. EQ. COUNTERSINK BOLT ~A-~ 3/8" DIA GALV. ;::;II "SIMPSON" TITEN HD ANCHOR@ 24" O.C. EMBED INTO CONCRETE 2-1/2" MIN. 1 /2" POLYURETHANE SEALANT ------._ 1/2'' DECKING OR "'-~ EXISTING t--:=:----~f=='---=-~"'r"j SLAB ------tt--~ 4"x6" PTDF NAILER SECTION AT JOINT 5 1/2" 0 ~-EXIST. REMOVABLE GUARDRAIL TO BE REINSTALLED 7'-6· ~--NEW 3/8" STAINLESS STEEL RODS. TYP 5 PLACES. SEE LU '87 ASSUMED PILE SECTION PLAN EXISTING DRIVEWAY NEW WOOD WHEEL STOP. SEELU '87 REMOVE LOOSE OR DETERIORATED CONCRETE 1. ' I MIN. 'L ---,y -- STEP 1 5 1/2" 0 0 0 REMOVE EXIST. ANCHOR SOUND CONCRETE. NOTIFY ENGINEER IF DETERIORATED REINFORCING IS PRESENT FORM AND POUR NEW CONCRETE PATCH. PROFILE TO MATCH EXISTING ( 1" DEEP SAWCUT ALL 4 SIDES ' I SOUND CONCRETE. --,\L __ 1'-o· 1 1/4" 4 3/4" NEW 3/8" BENT PLATE BEAM SEAT DRYPACK AS REQ'D TO LEVEL BEAM SEAT ~ - t :r:---<l. I-~--;,,-+ I 0:, ~-~"=1==$=~~-----t------'-- 111 NEW 5/8"¢ S.S. THREADED ROD IN SIMPSON "SET' HIGH STRENGTH EPOXY 3 1/2" ~ ' I ' I --,)L __ HOLES FOR NEW 5/8"¢ GALV. THRU BOLTS (TYP) EXIST. CONC. PILE ' EXIST. CONC. PILE ' STEP 2 DETAIL SCALE: 1 "=1 '-0" ~--EXIST. TO BE REINSTALLED. SEE DETAILSLULD '87'87 ~--NEW STAINLESS STEEL RODS. TYP 5 PLACES. SEE DETAILS LULD '87'87 NEW 8x8 WOOD WHEEL STOP. SEE DETAILS LULD '87'87 NEW 4x12 T&G WOOD DECK. FOR CONNECTION SEE DETAIL LU ~ :7i-----DECK LAG BOLTS EXIST. WOOD PILE ~ ~AP BEAM TO BE STEP 3 NEW 4x12 T&G WOOD-- DECK. FOR CONNECTION SEE DETAIL LU ~ FOR BENT PLATE-~ AND ANCHOR ROD 1·-0· 1 1/4" 4 1/2"1 1/2" t I I I WOOD DECKING NEW 4X12 T &G WOOD DECKING. FOR CONNECTION SEE DETAIL B NEW CONC SLAB JOINT SEALANT PER DETAIL ABOVE MATCH TOP OF DECKING APPROACH SLAB EXIST. WOOD NAILER I I I I -:..-+-_ r·-· _··-;,~=·i';!!l;· ••••• , __ : ·;,·:~4-rrcBs:~::·!!i';§Piil)1 i~~~1J~~-,· ± ""'" [ EXISTING SLAB ""'4." "" .,, I I --~ 1 REBAR @ 18" OC. 6 COMPACTED SUBGRADE I 1'-o· ±1'-6" CENTER REBAR IN SLAB. EPOXY REBAR INTO EXISTING SLAB WITH SIMPSON SET-XP EPOXY ADHESIVE (ESR-2508). SPECIAL INSPECTION REQUIRED. ADJUST SPACING TO MISS EXISTING STORM DRAIN CLEANOUT. L_r----7_ I I I I I I I I I I I I _ _j_J,,_L_ 3 SECTION EXIST. CONCRETE BULKHEAD 0 0 EXIST. REMOVABLE GUARDRAIL SUPPORT BRACKETS TO BE REINSTALLED USING NEW 5/8" ¢ GALV. THRU BOLTS. TYP. TOP AND BOTTOM NEW 4X12 T&G WOOD DECKING. FOR CONNECTION SEE DETAILLU ~ EXIST. WOOD PILE CAP BEAM TO BE REINSTALLED 4 SECTION EXIST. WOOD NAILER-~ ( I I I I I I l i I I I I I : • 1 • , • 4 4 , • • • ~ ~ j : L:J· ~· ~. ·~·. 'k; ~:· ··~-ir-; -r I ---1111=- 11 ITT;; =-"' 1 I 'TT-Tn"-' 6 COMPACTED SUBGRADE I I I I I'-... L , ---7 _j ~ EXIST. CONCRETE 7 1 BULKHEAD I I I I I I I I I I I I ) I I I I __j_J,,_L_ '--------·-----______ ___,, S-7 SCALE: 1 "=1 '-0" S-7 SCALE: 1 "=1 '-0" EXIST. WOOD PILE CAP BEAM TO BE REINSTALLED NEW 2-5/8"¢ GALV. THRU BOLTS PER BEAM EXISTING BEAM SEAT SHALL BE CLEANED OF ALL LOOSE MATERIALS AND COAT ALL EXPOSED STEEL WITH TWO COATS (8 MIL MINIMUM THICK COATS) OF AMERILOCK 400 EPOXY COATING BY AMERON INTERNATIONAL. SURFACE PREPARATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. NEW 4x12 T&G WOOD DECK. FOR C ECTION SEE DETAIL 8 EXIST. WOOD PILE CAP BEAM TO BE REINSTALLED NEW 3x12 T&G WOOD DECK. FOR CONNECTION SEE DETAIL 8 • II II II II II II " " " " " " ,........_,__...,_---,.~ 11 11 11 11 11 EXIST. WOOD DECKING. PROTECT IN PLACE. 1 Lt / I I I I ~ ! 1 l -{-------------------7 I I ' ' I ' I ' EXIST. WOOD PILE CAP BEAM. PROTECT IN PLACE. I EXIST. BEAM SEAT FASTENING SCHEDULE WOOD DECKING TO BEAMS: (2) 1 /2" f x 5" LAG BOLT PER PLANK TO NEW 3"x4" NAILER & EXIST. NAILER: (2) 1/2" ¢ x 4" LAG BOLT PER PLANK NOTE: 1. PREDRILL ALL DECKING TO PREVENT SPLITTNG. 2. ALL LAG BOLTS AND FASTENERS TO BE HOT DIP GALVANIZED. 1-1/4" ¢ X 1/4" NEOPRENE WASHER UNDER 1-1/4"¢ GALV. STEEL WASHER 2" ¢ x 1" DEEP PREDILLED-CSK TO BE FILLED FLUSH WITH ADJACENT DECK, WITH POLYMERIC JOINT SEALANT WOOD DECKING 1/8" MIN, 1/4" MAX GAP BETWEEN PLANKS 1/2"¢ LAG BOLT IN ·5, "' C: " "' a "' ;,: -c, r..: I (/) -Ol r<) w □ ~ " ~REINSTALLED DRYPACK ---==~~"=:::§~ NEW 5/8"¢ GALV. THRU BOLTS SEE DETAIL8 ~ I NEW 3/8" BENT : : PLATE BEAM SEAT NEW 5/8"¢ GALV. THRU BOLTS i 0 EXISTING WOOD PILE CAP BEAM 5 /8" ¢ PREDRILLED HOLE IN DECKING. FIELD DRILL PILOT HOLE FOR 1/2"¢ LAG BOLT IN BEAM OR NAILER u. 0 a. PROVIDE RECESS IN BOTTOM OF BEAM FOR BOLTS AND NUTS -~ 5 SECTION I NEW 3/8" BENT II PLATE BEAM SEAT, I I SEE DETAIL LU I ~ ~ I I ~ EXIST. 14"x14" _J - -,,L - -L SQ. CONC. PILE 6 I I 1---------------EXIST. 14"x14" _J __ Jj, __ L SQ. CONC. PILE ,, I ' I ' I SECTION 7 S-7 SCALE: 1 "=1'-0" S-7 I I ~ EXIST. 14"x14" _J __ Jl,--L SQ. CONC. PILE 1• ' I ' I SECTION 8 SCALE: 1 "= 1 '-0" S-7 OR NAILER --~ DECK ATTACHMENT DETAIL SCALE: 1 "= 1 '-0" C-3821 0 ~ Ill ~ 0 ~ 't " ..c 3: " C: S-7 RECORD DRAWINGS ..c ac -========================:::;-~----------------------------L--------,----------~-~---~------------___JL------,----.--------------------'--------------j~ 1' RE~EWED: .,, RHINE WHARF REPAIRS u 0 0 f---+----+------------------+---f-------------------------------1 -~ ..c S-7 SCALE: 1"=1'-0" These Record Drawings have been prepired based an ilf11111atioo submitted, in part, by others. Yltiie this informatioo is bdieved to be rdiable, City of Newport Beach is not responsible for its accuracy, nor for errors or lllllissioos which may have been incorporated into these plans as a result 5772 Balsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 Fax: (714) 895-1291 BLAKE ECKERLE SECTIONS & DETAILS \lJ PRINCIPAL ENGINEER :!: 1-;;;==:-----i-;;;::-:;;:;-----j.----l----+------------------+----t---------------------,---;--;--~;:;:~~----iil DESIGNED: BRE DRAWN, JK c1TY oF NEWPORT BEACH 1--H_-s_1_6_3_-_s____, ~ L_ ____________________________________________ __[ _______________ ~_o_9_90_20_9 ________________ -1...c_H_Ec_K_rn_,_B~R=ELD_A_TE_:~8L1~0L0~9CJ.._N_o_._L__D_AT_E _ __L_D_ES_C_R_IP_TIO_N __ oF __ RE_VI_SI_ON_s __________ __,_A_PP_R_O_VE_D.,_ ____ P_U_B_L_l_c_w_o_R_K_S_D_E_P_A_R_T_M __ EN_T ___ ~_s_HE_E_T_8 __ o_F_1_0~~ TOP OF A.C. PAVEMENT NQJES· LIMITS OF EXCAVATION--~ AS REQ'D 1. ALL FILL t.1ATERIAL SHAUL BE COMPACTED TO 95% MINIMUM RELATIVE COMPACTION. 1 S-8 'b I -:.,. -H EXISTING ~ ANCHOR PILE DETAIL I I SCALE: 1 /2"= 1 '-0" ± 1s·-a· NEW TIE ROD WHERE REQ'D SEE S 1-------ii------- ± 1s·-a· Lr-~ I I I I I I I EL. +9.00' TOP OF BULKHEAD EL. +7.5' HIGHEST TIDE ! ~EXISTING V BULKHEAD I I I EL. a.a· (M.L.LW.) I EL. -2.5' LOWEST TIDE EXISTING r---------i.r~-M=U~DL~INE~--- 1 I I ~f I EXIST. 20"x22" --t ----- ± J" CLR. NEW 1" DIA. THREADED STEEL BAR -~ ~ -17--1:L __ II-EXISTING I -I-- - - - --t j ~ BULKHEAD II I I i" CAP I I I I I I I I I I I I I I I I I I I I I I I I I t---1-----r I 'ixi ____ - -11 I ~fC-• I I I "' ~----~ -__l J - om, ,;,-,7 TIE ROD PLAN --T r -, I I I I ' I I I !..--1--..1 I I I I I I I I I I I ~ I _I_J __ -1i/L __ _J_ i SCALE: 1 /2"= 1 '-0" EXISTING BULKHEAD REINFORCING CONC.CAP ~// ------------------------------------------------/ ':-,, ~ INSTALL 1/2"xJ" DIA. -H I GALV. PLATE WASHER SHAUL BE COATED 1'11TH TWO JM THICK COATS) OF AMERILOCK BY AM ERON INTERNATIONAL JN SHAUL BE IN STRICT IANUFACTURER'S INCREASE EXIST. HOLE DIA. A MIN. AMOUNT TO ACCEPT NEW 2" DIA. PVC SLEEVE-~ INSTALL NEW 2" DIA. PVC SLEEVE-~ INSTALL 1/4"x4"x6" NEOPRENE SEAL -~ INSTAUL 1/2"x4"x6" GALV. PLATE WASHER W/ DOUBLE NUTS _ _y I ( t I ···. : -,·· •••• IL ·<' -~·: MAX. I I L ® EXIST. 12" DIA. TIMBER ANCHOR PILE @ 8' -0" O.C. INSTALL 2" DIA. GROUT TEE GRIND FACE OF ANCHOR PILE TO PROVIDE SEAL SEAT 4 APPROX. PRESSURE GROUT AROUND NEW TIE ROD ~-INSTAUL NEW 1" DIA. THREADED GALV. STEEL BAR {FY=150 KSI) EXIST. 1 1/4" ¢-""- TIE ROD @ CORE 2" DIA. HOLE THRU EXIST. CAP ADJACENT TO AND PARALLEL TO EXIST. TIE ROD -- INSTALL NEW 2" DIA. PVC SLEEVE -----~ INSTAUL NEW 1" ¢ GALV. THREADED BAR (FY=l 50 KSI) INSTALL 2" DIA. GROUT TEE ~ :TALL 1/4"xJ": ---- NEOPRENE SEAL -~---~ INSTAUL SEAL SEAT --t-~ ' , .,.-,:· .. /·::•··,~:~- -·, :·.,.-.. '.~ _ :::.------_::.. _:;;;; --:.--:. • '"-'--:0 ~ < ' < • i -=i I I I • 0 - .. ,.·.:·.· 0 ': :;:::;",01 ---------H--+---~ , . . . . " .. .. ·>: . ' •• .. >::_/i'.: __ :~-<>'. /: ) CORE 4" DIA.x6" DEEP HOLE. PLACE NON-SHRINK PCC GROUT AFTER TIE ROD IS TENSIONED. EXIST. #3 TIES @ JO" O.C. MAX. I I I i---+---i-_/_ EXIST. 4-1/6 BAR EXIST. 1/6 BAR -~ EXIST. CONC. BULKHEAD PANELS _ ___,,- I I I I I I _j_ I I I I I J_ INSTALL GALV. THREADED BAR NUT 'b T -H RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, by others. ~ile this information is believed to be reliable, City of Newport Beach is not responsible for its accurocy, nor for errors or omissions which moy hove been incorporated into these plans as o result. C-3821 S-8 ·5-, "' C: " "' E " ,-.. -a "' ;,: -c, a:i I (/) -Ol r<) w □ ~ "-0 a_ " ~ Ill ~ 0 ~ 't " ..c 3: " C: ..c ac ~--------------------------------------------------------------------~-----------------------~----------1n DETAIL SCALE: 3"=1 '-0" 5772 Balsa Ave, Suite 100 Huntington Beach, CA 92649--1134 Tel: (714) 895-2072 Fax: (714) 895-1291 #30990209 REVIEWED: BLAKE ECKERLE PRINCIPAL ENGINEER RHINE WHARF REPAIRS Ill -"' u 0 0 f--+-----+-------------------+-----11------------------------------,0J .!: SECTIONS & DETAILS ..c ac LJ :!: t-::-:==----=-:-:::-:----1---1----+-------------------+-----t-----------------------.----:--::---=--:-::--=---=---1::, DESIGNED: BRE DRAWN: JK CITY OF NEWPORT BEACH H-5163-S 4' CHECKED: t----------1 ~ BRE DATE: 8 10 09 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 9 OF 1 Q u -------------------------------------------------------------------------------------------~----------------------------------------------------------~o I d 1-3 :a 1-3 ( J 4 S-9 ( ( J ' ( ) ( ) ' NEW 5 /8" 0 GAL V THRU BOLTS W/ NEW GALV 1 /2" x3 1 /2"SQ STEEL PLATE WASHERS. A EXISTING BRACKETS TO BE REINSTALLED 5/8"0 NEW GALV THRU BOLTS W/ NEW GALV 1 /2" x3 1 /2"50 STEEL PLATE WASHERS. 0 0 ~-EXIST. REMOVABLE GUARDRAIL AND SUPPORT BRACKETS TO BE REINSTALLED. _,,------NEW 3/8" STAINLESS STEEL RODS. TYP 5 PLACES. SEE ELEV LU A ~ NEW 8x8 WOOD WHEEL STOP W/ NEW 1/2"0 x 11" GALV. LAG BOLT @ 48" OC, EXCEPT AT GUARDRAIL POST. COUNTERSINK BOLTS. FILL RECESS FLUSH l't1TH POLYMERIC SEALANT 1 /2" CHAMFER, TYP. NEW 4x12 T&G WOOD DECK. FOR CONNECTION SEE DETAIL0 'B il---:f-r ----DECK LAG BOLTS ' ' •~eak~- .._____ EXIST. WOOD BEAM TO BE REINSTALLED ' •~➔-NEW 5/8"¢ GALV. THRU BOLTS W/ NEW GALV 1/2"x3 1/2" SO STEEL PLATE WASHERS. LOCATE BOLTS IN EXISTING HOLES. --,--NEW 1/2"¢ x 11" GALV. -+""--+ LAG BOLTS. -~ I ll GUARDRAIL ----+)(+-~-I ;,t;;! POST OR WHEEL EXISTING BRACKET TO BE REINSTALLED SECTION "A-A" ~14 ----t-.c."'-'--+ STOP SPLICE I I 1 TYPICAL REMOVABLE GUARDRAIL S-9 SCALE: 1 "= 1 '-0" ( ±224' -0" (VERIFY) J ' ( -- ( -J - .,.. ...... ±6'-1 3/4" (VERIFY) B NEW 5/8"¢ GALV THRU BOLTS W/ NEW GALV 1 /2"x3 1 /2"50 STEEL PLATE WASHERS. 5/8"¢ NEW GALV THRU BOLTS W/ NEW GALV 1/2"x3 1/2"SQ STEEL PLATE WASHERS. EOE 0 0 0 --EXIST. FIXED GUARDRAIL TO BE REINSTALLED. --NEW 3/8" STAINLESS STEEL RODS. TYP 5 PLACES. SEE ELEV (REMOVABLE GUARDRAIL) LU B ~ NEW 8x8 WOOD l't1HEEL STOP W/ NEW 1/2"0 x 11" GALV. LAG BOLT@ 48" QC, EXCEPT AT GUARDRAIL POST. COUNTERSINK BOLTS. FILL RECESS FLUSH WITH POLYMERIC SEALANT. 1 /2" CHAMFER, TYP. NEW 4x12 T&G WOOD DECK. FOR CONNECTION SEE DETAIL0 'B 11-;tt ----DECK LAG BOLTS -<!I=~ -$-,E-=cJlc-"-- ' EXIST. WOOD BEAM TO BE REINSTALLED NEW 5/8"0 GALV. THRU BOLTS W/ NEW GALV 1/2"x3 1/2" SO STEEL PLATE WASHERS. LOCATE BOLTS IN EXISTING HOLES. -i.,4c=-T NEW 1/2"¢ x 11'' GALV. LAG BOLTS. ' I ,- ' I I SECTION "B-B" 2 TYPICAL FIXED GUARDRAIL @ WHEEL STOP S-9 SCALE: 1 "= 1 '-0" ...... ARI s VARIES EXISTING 3x TOP RAIL I EXISTING 3x TOP RAIL 'ARIS 6 ~ b ~ cl ~ cl ~ t--+--------------------j---------j-,-Ql;,1 r@ t--+--------------------j--------i-'c-' -Qlfil \ TYP \ tc / 0 L.J 0 L.J EXISTING 2x RAIL 0 L.J 0 L.J , __ , .. / .,,----EXIST. 4x POST rs' '-----r------~-----,-----' ~ o _ 1\S-9 'I ~-~ EXISTING 2x RAIL 0 L.J Lu // '· ......___,,,, /~ --.. I -11::i\TYP 1:::i:1\ R '-.,-------£=l---------!a=~-----------------------------------t----+-+\-a,E'1 1 ', ll--"cl:1----+,-+-------------------i--------i--tlJE_I J 8 , _ _.,/ '-_,,,/ 0 L.J ( -" :a Ei , -E' 1--" I e. 0 L.J 0 ( ) ( J ' "' ~~-DRILL 1/2"¢ HOLE IN CTR OF 4x POST TYPICAL ALL POSTS ~---3/8"¢ STAINLESS STEEL ROD TYPICAL 6 PLACES ~----STAINLESS STEEL COUPLER WHERE REQUIRED EXISTING 2x RAIL TYPICAL FIXED GUARDRAIL 0 L.J 0 L.J \ __g \ \ L.J EXISTING 2x RAIL ~-TOP OF WHEEL STOP 0 L.J 0 E' L.J NEW WHEEL STOP .,.. I TOP OF DECK TYPICAL REMOVABLE GUARDRAIL 3/8"0 STAINLESS STEEL ROD TYPICAL 5 PLACES RECORD DRAWINGS These Record Dramis ho~ hem prepcired hosed 111 ilfamoti111 1U1111ttled, in port, by olhers. \lioo ~~ ilfmnm i; belMI lo be r~iilil~ aty of Neipirl Beoch is not rlii!l111stie foc its oo:uroc~ nor foc ITTors ct 1111issioos lhk:h may hOYe been inectpll'Oled into lhese pkl1s os o resiJl EO EO ,--EXIST. FIXED GUARDRAIL. 0 ~.i------NEW 3/8" STAINLESS STEEL RODS. TYP 6 PLACES. SEE ELEV LU 0 0 0 0 ~ EXIST. DECK 3 TYPICAL FIXED GUARDRAIL S-9 SCALE: 1 "= 1 '-0" STAINLESS STEEL WASHER & NUT -~ 1· MAX 3/8"0 STAINLESS STEEL ROD THREADED EACH END. CENTER ROD IN POST. 1/2"¢ HOLE ROD ROD 4x POST C-3821 ·5, "' C: " "' E " (7J ~ a "' ;,: -c, 0, I (/) ~ 0, r<) w □ ~ u. 0 a. " ~ 1/l ~ 0 ~ 't " ..c 3: " S -9 ~ ~--------------------------------------------~J':====================:'L_.L _____ ~ __________________ _J_ __ ...:::::::_:::::... ___ ---119 REVIEWED: RHINE WHARF REPAIRS 1/l -"" u " 0 f--+-----+-------------------+-----11------------------------------,0J TYPICAL GUARDRAIL ELEVATION 5772 Bolsa Ave, Suite 100 Huntington Beach, CA 92649-1134 Tel: (714) 895-2072 BLAKE ECKERLE PRINCIPAL ENGINEER SECTIONS & DETAILS .!: ..c a:: SCALE: 1 1 /2"= 1'-0" Fax: (714) 895-1291 #30990209 LJ :!: t-::":==----=-:-:::-:-----1-----1----+-------------------+-----r----------------------.----:--::---=-:-::--=---=---1::, DESIGNED: BRE DRAWN: JK CITY OF NEWPORT BEACH H-5163-S 4' CHECKED: t----------1 ~ BRE DATE: 8 10 09 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 1 Q u -------------------------------------------------------------------------------------------~~--------------------------~------------------------------~o