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HomeMy WebLinkAboutH_5194_SCITY OF COSTA MESA VICTORIA ST PROJECT LOCATION ~ALBOA VICINITY MAP NOT TO SCALE SYMBOL LEGEND -0-POWER POL£ osco SANITARY SE\11:R CLEANOUT 0SMH SANITARY SEWER MANHOLE ~ FIRE HYDRANT ~ WATER METER BOX &: SERVICE . QGM GAS METER ----0--VALVE POWER POL£ ANCHOR D MONUMENT -x-x-x-FENCE ==== BLOCKWAU. PIER OCEAN JOHN WAYNE ~ AIRPORT 13 ABBREVIATIONS AC ASPHALT CONCRETE EXIST EXISTING DIP DUCTILE IRON PIPE NTS NOT TO SCALE SlL STEEL ABAND ABANDONED co CLEANOUT (SEWER) EV ELECTRICAL VALVE SW SIDEWAU< WWF WELDED \llRE FABRIC OF DOUGLAS FIR S1E SURFACE ONE EDGE C ~..¢v. ;s,a If' CITY OF IRVINE UN\\/ERSIT( ~ TREE IRWC INDEPENDENT lllRE ROPE CORE CJ {J SHRUBBERY _,,, .,,, .,,, -=. ASPHALT PAVEMENT ;:;:;:';:';:';:'; '/: BRICKWALK 1·,·_.-_::_-.·_-: .-<:I CONCRETE ~...-««aza BUILDING _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ___ fi_ ___ CENTERLINE -----S----SEWER LINE -E--POWER LINE -T--IB.EPHDNE LINE --{;A TV-CABL£VISION LINE -SP--SPRINKLER SYSTEM :0 STREET LIGHT SIGN GARAGE OPENING WINDOW SPRINKLER Ml MAllEABLE IRON EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LIFEGUARDS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMP ANY AT&T CITY OF NEWPORT BEACH (UTILITIES DEPARlMENl) WARNER CABLE UNDERGROUND SERVICE ALERT POLICE DEP ARlMENT FIRE DEPARTMENT DAY . 911 (800)-624-8153 (800)-611-1911 611 (949)-644-3011 (714)-338-2060 (800)-422-4133 911 911 NIGHT 911 (800)-624-8153 (80D}-611-1911 611 (949)-644-3717 (714)-388-200D {800)-422-4133 911 911 I-~ a ~ z ::c: PUBLJIC WORKS DEPARTMENT BALBOA P~ER EMERGENCY REPA~RS APPROVED: APPROVED: C-=4326 )1 ECTOR OF PUBLIC WORKS R.C.E. NO. 36106 f t r1 DAlE:_9..,._/i..a,r,'-'-/4'-9"---_ r1 <Or,«~ !di v DAlE:_'7-_'J_-_'6_1;-. _ DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 47961 125 West E St., Wilmington CA 90744 i (310) 549-1961 Fax (310) 549-1781 /J1IKI[ /MAt2CHt7TO G'oS--23~-2~lf( ~ GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE Wl1H THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2003 EDffiON AND SUPPLEMENTS TO DATE, EXCEPT AS OTHER\llSE STATED IN THE cnYs STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2 EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING OF CONSTRUCTION. 3. ELEVATION DATUM MLLW=0.00 FT. 4. CONTRACTOR SHALL VISIT SllE PRIOR TO BIDDING TO VERIFY EXISTING CONOffiONS ANO EXlENT OF WORK. 5. CONSTRUCTION SHALL BE IN ACCORDANCE 111TH ALL APPLICABLE CODES, ORDINANCES, REGULATIONS AND SPECIFICATIONS. 6. MATERIALS SHALL BE IN CONFORMANCE 111TH THE SPECIFICATIONS. 7. DIMENSIONS SHOWN ON DRA'MNGS ARE APPROXIMATE. CONTRACTOR SHALL DETERMINE THE EXACT DIMENSIONS AT THE SllE. 8. EXISTING LIGHT POLES, BENCHES, FISH CLEANING SINKS AND OTHER PIER APPURTENANCES AND UTILITIES NOT SHOWN. CONTRACTOR TO VERIFY AS REQUIRED, PROlECT AS NECESSARY AND RELOCAlE AND R8NSTALL IN ORIGINAL CONDffiON IF REQUIRED TO PERFORM CONlRACT WORK. 9. ANY DISCREPANCY IN THE DRA\llNGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIAlE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAIWRE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 10. CORRELATION OF DRA'MNGS AND SPECIFICATIONS. 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 DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES IT] REMOVE PILE STUB AND PILE STRAP AT BENT 33, PILE 5. [If INSTALL SHIMS TO ELIMINAlE GAP BETl'IEEN PILE AND PILE CAP AND PROVIDE SUPPORT PER SHIM DETAIL ON SHEET 4. III REMOVE EXISTING CROSS BRACING AND INSTALL NEW 6" X 8" OF CROSS BRACING PER TYPICAL BENTS ON SHEET 2 [Ij FILL CRACKS IN PILE CAP WITH EPOXY AND INSTAil. STAINLESS STEEL PILE CAP CLAMP. @] REPLACE ALL CROSS BRACING HARDWARE PER TYPICAL BENTS ON SHEET 2 11) INSTALL NEW GALVANIZED STEEL PILE STRAPS PER PILE STRAP DETAIL ON SHEET 4. II] INSTALL NEW 14-INCH DIAMETER P!LE COMPLETE WITH POLYETHYLENE WRAP. 0 ·u 2 0, E E 0 m "' 0 0, 3 " ;:: w w vi w ee / m 0 0 ,-----11---------------------------------.. --···---. ------------------N-·------- BALBOA PIER lOCATION MAP NOT TO SCALE REF: H-5164-• H-5155-S· H-5157-• H-5158-S· H-4958-S· H4957-• H-5169-S (fl "' <i' D.. w "' "' w D.. z -< w u 0 (fl I ..,. 0, u'i I ? "' 0 m ~ :c .,, C ·c: " " .s 0, ~ 0 ~ C-4326 i 2 0 .c =-=~~--BALBOA PIER EMERGENCY REPAIRS i PRI PAL OVIL ENGINEER ~ RE'ol4rb"--,, .Cf: NO. 56980 TITLE SHEET 0 DAlE "f(!/~ ~ g:D:,:ESI:,;GN;;;;ED;::;:;::::st~DRA;:::_;;.;1111;;;;M;;;;GRA;;;;a;;;;Al!-C-I_TY_;_O_F_N_EWP __ O_R_T_B.;..EA_C_H __ H ___ 5_1_9_4_-S-IIC 1-=c=~~~=-~"-'-'="'-I CHECKED DAlE PUBLIC WORKS DEPARTMENT SIIEEI" 1 Or 4 FT . 03 SEP 2009 ( EXISTING 2X4 BRIDGING (N.I.C.) EX. DF 4x16 24' EX. 1-3/4"x11" BOLT. 1"x3" SPACffi'N I C) AND WASHERS AT LAP JOINJS OF-~ • • • SlRINGERS TYPICAL EX. CONCRETE DECK(N.I.C. (N.I.C.) ®-F----it'-'--;2' -0" (TYP) EX. DF 6x16 EDGE STRINGER (TYP) EX. 12 X PILE CAP (N.I.C.) 1 101 © (N.I.C.) 7'-2" ~ 7'-3" 3 5 1" X 18" BOLT 0 & WASHERS r,;\ WITH SINGLE 1 710 EXISTING SlRINGERS BOL lED TO PILE CAP (N.I.C.} ® (N.I.C.} DF 4x8 BRACES (TYP) \.=.,I CURVED G) (N.I.C.} 4)s"X 4)s"SPIKE (N.I.C.) GRID (TYP) TYPICAL 4 PILE BENT (BENT NOS. 31-32) SCALE: 1 " = 4' APC L, Wti.C,C. OF t:>1-17-l O INSrAu..(r, A>&W GX6 BRAC-U -0 ,:s 11~,e()tAJAR..lf. ,.,,,, c,eA4<5' !"t>« ,.;o , ,.; cA-JO 13 trA-M Wltltll t,I' 0/-17-10 2EPLACt<O t3€Ac.tf ,A-AJ~ ,.J 5S /./A-120t,vlffl.lE. l',)t, c/€41:K: POl<AJl> I"-' CAI" /3-l!A,M EXISTING PIER PLAN: BENT NOS. 32-36 SCALE: 1 " = 4' DJ IT] 2' -0" (TYP) ®- (N.I.C.) EX. 1-3/4"x11" BOLT. l"x3" SPACER AND WASHERS AT LAP JOINJS OF S1RINGERS TYPICAL 40' EX. 2 X 4 BRIDGING TYPICAL (N.I.C.) EX. DF 4x16 (N.I.C.)(TYP) (N.I.C.) EX. CONCRCTE DECK (N.I.C.) EX. DF 6x20 EDGE STRINGER (TYP) EX. DF 12x 12 _.,._-.-lll-r------:.rllf---r-------.➔ll-.-t-------.--1ii,,-------rllf-r-------rl\--i-::---' PILE CAP (N.I.C.) 1 101 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 7'-8" ® 4Js"X 4)s "SPIKE GRID (TYP) ® 0(N.I.C.) @(N.I.C.} @(N.I.C.} CONSTRUCTION NOTES (N.I.C.} _.:-:..Associated ~~ Paci1ic ~ & ~ Constructors, Inc. ""-~,.,,,...._.,_wJ,,-~••"'<"',_ 125 West E St., Wilmington CA 90744 (310) 549-1961 Fax (310) 549-1781 REMOVE PILE STUB AND PILE STRAP AT BENT 33, PILE 5. INSTALL SHIMS TO ELIMINATE GAP BETWEEN PILE AND PILE CAP AND PROVIDE SUPPORT PER SHIM DETAIL ON SHEET 4. TYPICAL 6 PILE BENT (NOS. 33-34) SCALE: 1 " = 4' LEGEND: 0 1 710 G) (N.I.C.) (I] REMOVE EXISTING CROSS BRACING AND INSTALL NEW 6" X 8" DF CROSS BRACING PER TYPICAL BENTS ON THIS SHEET. [[J CONSTRUCTION NUMBER 0 BENT/PILE NUMBER 8J [I] [I] [I] FILL CRACKS IN PILE CAP WITH EPOXY AND INSTALL STAINLESS STEEL PILE CAP CLAMPS. REPLACE ALL CROSS BRACING HA~DWARE PER TYPICAL BENTS ON THIS SHEET. INSTALL NEW GALVANIZED STEEL PILE STRAPS PER PILE STRAP DETAIL ON SHEET 4. INSTALL NEW 14-INCH DIAMETER PILE COMPLETE WITH POLYETHYLENE WRAP. /)Pc_ /JLL C£-< ,~ A-A>l> l-lc,'-lr.$ ~lf,4-11{ /) W/77-1 J4 ;1,1tNIL/M 7wo COATI OF CoPP,'£/Z /IIA-PTl-/,rl()A-1tr ~ ! I . ¢. ,i, '., ' I' ' ' '., 'I' ' ' ' . ' ffi 'I' ' ' ' . ' ,i, '., 'I' ' ' '., • ~ N fP, ---------,' l;~-----t---~ 'I' ' ' '., , I' ' ' '., ' ' ~ i ! ¢. ,1, ' . ' , I ' ' ' '. ' ' , , ' ' w. , .. ' I' ' ' ' . ' ,,, ' . ' ' I' ' ' ,., fP, , I, ' . ' ' I ' ' ' ,., 'I' : ■ : ' ' ...... • APC Wlt'.111< tJt: 01 ~,o-10 /,isr,t/Ul{_b /1)/E,t,U 6Jl.8 fs{l/1,c.~,: • AAIO SS f-/A/l.01,fJA,2,;: No Cl2Actc.s 'Ftt>~N() ,AJ CAP Bli-A-UW 0) i ! ¢. , I' ' . ' [I] :1: ' . ' 'I' ' ' 0 W: I: ., I• I I I ,I' '., fP, , I• '., ' I ' ' ' '., ' I ' I • I ' ' ' ' ...... APC OJ-D8'-f0 f<,r_p,4,121(0 'i?,£,,t:..c..v f,'-11 <; r,e,,,o tvJf<..Dlf D A"'l> c,,,.,-r,r t, w trH 3 c.,,A-TS' "I' c=b G,tJ...I/A,vl2 t .<-'6- EXISTING. PIER PLAN: BENT NOS. 30-31 NOTE: EXISTING UTILITY LINES NOT SHOWN. CONTRACTOR TO VERIFY LOCATION AND PROTECT IN PLACE. SCALE: 1" = 4' AS= BU~l T DA1E BY C-4326 BALBOA PIER EMERGENCY REPAIRS EXISTING PIER SECTIONS H-5194-S DESCRIPTION APP'D. DESIGNED SL DRA\IN MGRACIA CITY OF NEWPORT BEACH 1-----''----'-------------'--+==--'-'-lcc=c--'----l ,__ ___ _ REVISIONS CHECKED FT DA1N3 SEP 2009 PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 0 ·u 0 '-er, E E 0 0 N 0 - O> 0 r') 0 O> 0 c,, 3' -0 N -., ., ..c ~ O> 0 0 N (/) 0:: <( a.. w 0:: 0:: w a.. :z: <C w 0 .,.., . 0 en. I st-\ O> -,n I :c 0:: 0 m 0:: < :c er, .£; .... ., (I) .£; er, C: w 0 0 < 0 -0 ., .... 0 ..c (/) 3:: m a.. (/) .... <!) U) :::, ~ - . z 0 +30 - +20 - 0- ~ -10 - Gi .J w -20 - -30 - -40 - -50 - -60 - 10 15 20 25 30 33 co 35 40 45 --DENOTES BENT NUMBER .-----TOP OF EXISTING DECK +26'+ 2.4'±3 TOP OF EXISTING PILE r---...----t--1-7' + 1-+--t-+--+l "'-_r,~r-+--t-+-+--t-+--+-rt+--t-+--+-t--+---t-+---11-----_,,,1--_______ ---i-__ ---i ___ --ToP oF PILE WRAP FOR PILEs ' <O I i l""--,~==t-=:.r:::--:=-+-I --+--+----+---+-• ---+-+--1--1 -t---1-----+--t--.,-. -+---t---~ ---i-t-+-+.f::,/Nj_ ' ......____ r-----... t I'---r-----... r-----... gJ r----. r--- -t-+-_ -+--,,"~MLLW APPROX. MUDLINE AS OF DECEMBER 1999. DEPTHS VARY DAILY AND r--t---i-----SEASONALLY. SEE BOTTOM PROFILES TIP ELEV PILE LENGTH 1 ---r-- t r--~ -F~ nii-tit~ ~W FOR HISTORICAL RANGE OF MEASURED PROFILES BELOW -16.8 40 TIP PILE ELEV LENGTH -31.8 55 TIP PILE ELEV LENGTH -36.8 60 TIP PILE ELEV LENGTH -41.8 65 TIP ELEV PILE LOCATION PROFILE (MIN) -46.8 SCALE: 1"=10' (VERTICAL); 1"=50' (HORIZONTAL) +10- 0 - -10 - PILE LENGTH TIP 70 ELEV -51.8 PILE LENGTH ll MIN BOTTOM ELEVATION OF PILE WRAP TIP ELEVATION OF EXISTING PILES AS ORGINALLY Ir SPECIFIED ON SHEET 1 OF CONTRACT I NO 407 PLANS. DECEMBER 1939 TIP PILE 75 ELEV LENGTH -56.8 80 I . • f I . I - -- ONLY]. . ... .2 " 0 ~ o> E E 0 ..., N 0 -I o> ;, "O ..-; -<I) <I) ..c: (J') / O'> 0 ?;l en a:: <C . fl)----------- 0:: a:: w Q.. ~ ' ' ' ! . g ( I -40 0 @ @ . 0 § BENT NUMBER BOTTOM PROFILES SCALE: 1 "=1 O' (VERTICAL); 1 "=50' (HORIZONTAL) . NOTE: EXISTING UTIUTY UNES NOT SHOWN. CONTRACTOR TO VERIFY LOCATION AND PROTECT IN PLACE. C-4326 BALBOA PIER EMERGENCY REPAIRS PILE PROFILE (f) I ... O'> -I(') I ~ :s m a:: <C ~ o> ·E <I) <I) £ o> ,:: ~ 0 < (.) "O ~ 0 ..c: ~ 3: m e,-1----t--+----------t-Af'--:P'D-. t:Dc::ESlc:::GNc:::ED::------rD==R""'AWN:-:----t--------------,----:-H-:---:-19-:----:$-t; ~ l-o_A_1E_._e_r-L.. ___ 0_Es_cR_1P_Tio_N ____ __,__J.,:;-;;=:---.::SL=t::-:-=-~MGR:.;.:;Ac::cc1,A CITY OF NEWPORT BEACH -5 4-"' r-----::::----:-11i3- REVISIONS CHECKED FT DAW3 SEP 2009 PUBLIC WORKS DEPARTMENT SHEET 3 OF 4 ti.: 3" 3" 11 11 PILE CAP §:::::11--"i<- I 6" ~~ I I /fPC New f-/D6- e>R1Fr f(N ----- 1 "wx2 4" DRIFT PIN ---t-----"4---il I 11 I I 3' V I IP~..-- 1 L4x4x1/2" ------i I El I I I El I g" I 3" pl---''1.---'k- 1/2" NOTE: CD REMOVE PORTION OF ANGLE FOR CROSS BRACING AND ATTACHEMENT PILE STRAP CONNECTION SECTION NOT TO SCALE APC CAP CL-AMPS f3o,H 5'1'(),rs o7! Nl'i W PtL'fi SET PILE STRAP TO CLEAR DRIFT PIN FOR PILE TO CAP REPAIR EXISTING GAP - (VARIES) 12" X 16" X 1/2" GALVANIZED STEEL PLATE DRILL 1/2" DIA. HOLES FOR LAG BOLTS AND MACHINE 1 1 /2" SLOT THROUGH THE MIDPOINT OF THE PLAIT TO ALLOW FOR PASSAGE OF THE DRIFT PIN F<>r-/N/)l-(~772/C.> rrn ·---r i FX -76"3 -moW!fLABLf , , , Geour cRA-c..tc r:11..LtAJG i--+-11>-----+--IOu--------;+---++-1 ----I I-+-+-: ---I----H1 1o ::·: : 1 <?-------'"> !I ~ I I Ill I I ~i:;::r=P-r=il1 I • '----+--o-111 11 11 ----PILE CAP '---SHIM EXISTING GAP TIGHT PILE CAP -. j /,O/l/)6-,(5 l)RI V flrJ TO pl1A-X IMLt,'1'1 Yl{N.C-rthTIOA.) S H-IMM/f.0 ltPf' R.ox1 MA-TL. Y 11 " :l G--1+ p -:_) ----~¢ x 3" LAG BOLT (4 REQ'D) 6" WIDE x 12" LONG HARDWOOD WEDGES (4 REQ'D) NOTE: CONTRACTOR SHALL LEVEL EXISTING PILE CAP PRIOR TO INSERTING SHIMS. SHIM DETAIL N.T.S. -=-;,~:..Associated =-"'Q.. ~ Pacific I ~"--~ )2,C~~,~-~r~~~!:,,~~~; I 125 West E St., Wilmington CA 90744 (310) 549-1961 Fax (310) 549-1781 -------------~+----'!'-(:) ------SEE--SHIM DETAIL-HEREON------------------------------------------ - - - f{Jfl,) /fl>G- Stt2A-fJS, [,,,.) /77/-6'°.> /-/Mo w/re!f L4x4x1 /2" u---1---EA SIDE 1 "0 BOLTS (TYP.) PILE STRAP CONNECTION DETAIL NOT TO SCALE NOTE: EXISTING UTILITY LINES NOT SHOWN. CONTRACTOR TO VERIFY LOCATION AND PROTECT IN PLACE. 01-zs-10 F1NA-L /?;,Low CoL(N1 'f &LOWS Pit<. /NCH g~1tR./1J& '!-2, <t57 lb 21-'-{ Tt?fJS APC - MLLW CUTOFF ELEV A PC -t-Z 3 - NOTE: REMOVE AND RE-INSTALL ALL TRANSVERSE AND LONGITUDINAL BRACING. REMOVE AND REPLACE ALL ASSOCIATED HARDWARE A pc: +-12 TOP OF PILE WRAP ,;H:f LONGITUDINAL PILE 1-----WRAP SEAM. == -...... " ) / - ORIENT SEAM TO FACE TOWARD SHORE TRANSVERSE PILE WRAP JOINT AS REQUIRED A Pc -1 o 01-2-8-10 EXISTING MUDLINE (VARIES SEE SHEET 3) '---BOTTOM OF PILE WRAP AT --3' APC 77P /zLV -36 PILE 5 REPLACEMENT -BENT33 N.T.S. C-4326 (/) "" < ~ ffi 0. ~ ~ 0 (/) .J. O> ;;; I ? ~ m ~ ~ C .::: i .s .,. ~ .--...... -...----------....... --.-------...... --------------11~ ~i£SS/o,,~ </1.'<EN .r_)""< BALBOA PIER EMERGENCY REPAIRS ;;!- al ~ " _c 1d"'!Pllt--+--+-----------t---l PILE REPAIR DETAIL ? m N . 33277 IHl0-1 crvn, q, REVISIONS t--+--+-----------t---lf------~----1------------,------tl~ i-□-AlE___,__sY___,_ ___ o_Es_cR_1P_no_N ____ _..AP_P_'o-1. '-0E=S1G=NED~--'s=L1-0R_AWN__;;;M=GR=Ac=11A CITY OF NEWPORT BEACH H-5194-S gl CHECKED FT OA1& SEP 2009 PUBLIC WORKS DEPARTMENT f--SH_EET_4_0_F_4--l1f (