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HomeMy WebLinkAboutH_5154_S:r: u E5 ti !1 ~ RIJffi FM. co --1----lf--=:._.'.'.'..::__,----+ g ~ = @ z 0 f- <...:J z CITY OF COSTA Ctf5T COLLEGE ,/ I ~ i l MESA i VICTORIA ST. ---....;: ~ / , LNMRSJ1! <:- , , PROJECT ! LOCATION/L---~ OC[AN ( \ ~ ', SCALE: 1' ~ 4400' SYMBOL LEGEND • POWER POLE 'Q'SSMH SRNITffiY SEWER MANHOLE 'ti FIRE HYDRANT [}-Ht!--HATER METER BOX & SERVICE D GM GAS METER -----0---VALVE POI-IER POLE ANCHOR D, MONUMENT -x-x-x-FENCE ==== BLOCKWRLL TREE DO SHRUBBERY = = = ,= ASPHRL T PAVEMENT +@(:; ·;#@ BRI CKHfl.K CONCRETE ~// tt/ t/tca BUILDING - - - -EXISTING CONSTRUCTION ----PROPERTY LINE 1'£H CONSTRUCTION ---t. - --CENTERLINE ----S----SEWER LINE -----W-·---HATER LINE ---G---GAS LINE ~E--POWER Lit-li: -TEL~ TELEPHONE LINE -CATV-CABLEVISION LIi'£ -SP~ SPRINKLER SYSTEM :0: STREET LIGHT ---u--SIGN El * MAIL BOX SPRINKLER "'~ / EMERGENCY TELEPHONE NUMBE~ AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BERCH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS NUMBERS 634-0251 895-0221 611 644-3011 962-2411 ' CITY OF IRVINE U. C. I. I CALL TOLL FREE 1·800-422-4133 BEFORE YOU DIG COMCAST CABLEVISION 542-6222, AFTER 6:00 PM 542-3975 PUBLIC WORKS DEPART1\1ENT GIEINIEIRAL INJ07rES .. I. FU IQ,K OCTRILED CN Tl£S£ PlAtS TO IE ~CJK!l LNER comR:T SHU, txa:PT AS O~ISE STATED IN Tl€ CITY'S S1'R«RW Sf'ECIR.. PROVISICHS, OR IN THIS COJTRR:T'S Sf'ECIR.. PROYISI~.1. IE C06TIU:TED IN FUOIIJ1FNl: MITH Tl£ 'STFKRID Sf'ECIF'ICATICHS FOR ~tLIC ~ CCNSTJ:!.CTION,' 199~ [DlT!CN, FMl &m..E1£NTS TO ImL 2. EXISTIN:i ~ UTILITIES FR: SIOfl FIS PER FM!IUll.£ RE.Cl.MS. Tl£ Cc:NmR:TOR SHU Et. R£S,,,,:W.:,Ill.E FOR ~IF'YINC Tl£ A:TU\. LOOITION Fldl ELEVRTICN IN TI-£ FIELD PRIOR TO 11'.GINNIN:i COISTRIVICN. 3. BENTS FA: IU'il£JUI fRCt1 INUMl OUT IN £RCH PIEi!. ~. PILES FA: Lt II EM.II tll01 ERST TO lf:ST, IN m::H 11:NT, sm<TII«; MITH 'R'. 5. STRINGERS FR: IJ ,&.A£D , ~ Tl€ ERST SIii: C[ISl OR 1€5TSI[C tNISl, RS INDICA1tll IN Tl£ NCR< somu:. 6. nREVEIIS£ DIFIGOR. !MUS 'Tl!B' FR: COH:CTED TO Tl£ PIL£S. 1. FUIT DIFIGOR. ea w F'IlB' FR: Tl-I. a a ccs _oo,, ED ,,onzomu Y m BENTS fMJ PLACED DIRE:CTL Y 11'.PCRTH ~D RTmxD TO Tl£ TIPU:R STRl!«;ERS. 8. UKITUlllft. DIFIGOR. Tll&:R JG Q., U IN A ~ DIETION, n£Y FH: CCHECTED TO Tl£ PILIN:iS ffjl) FH: LOCRTED AT TI-£ Oil SECTICN ~ Tl€ PIERS. BALBOA PIER EMERGENCY REPAIR INFORMAL CONTRACT CONTRACT NO. 3238 APPROVED: GJ __ wll DATE: l'2...-t> -9 B DIRECTOR OF PUBLIC WORKS R.C.E. 16791 APPROVED: /j)j~ ~~ CITY ENGINEER~ R.C.E. 2(967 DATE: ~7__\\ls\q6 N PflcrrJc NTS BALBOA PI!m Bffi'CH MARK O.C.S. ft.l11IM CAP CIE-fi9-fi8l L0011£D 1.6 PIILES l'J.h.lK.,, F'RCt1 POST c:TTICE IN BFUOR TO ITS INTERSECTICN MITH 19TH SI REE I ; ABCUT 2S0 FEET SClJMJIST ft.ONG Tl£ CENTEl<I...INE 1£:DIFfl ~ IROOA ~ ~ Tf£ CENTERLINE ~ 19TH SI REE I , 00<055 F'RCt1 Tl£ HruiE NO l~l£I SET IN Tl-£ 500Ttt£ST CORP£R IF A co«:RETE CRTOi 1'151N, 0.6 HIGl£R Tiffi Tl-£ RCFID. EU:VRTION S.48li FEET NSI... H-5154-S SHT .1 OF 4 ~ -;, • ~ " • □ , ~ rn ~ > D I • I ~ ·] ii • • Q , . ~ I s " 0 0 • 0 = a C 0 I 1! I I D m □ D □ m D ~ z C < m m D □ ~ • D ~ □ ~ m D • ' z C < m m D ~ rn > D u (j) z . z C ~ s z CD _m n m ~ :0 ~ □ D z ji -0 ► z :,: 0 □ r 0 :0 0 ~ 0 D -0 0 ~ z 0 (j) z • z C jj s 5 z [I] e• n m " :0 C ~ □ D " ,, -=f fJi -(Ii .a -• s "' > ~ z :,: □ 0 r □ :0 n ~ □ D -0 □ ~ z □ (j) z . z C ~ s z [I] _m n m " :0 C ~ □ D z ji __ -2:YP BENT NO. --0 "'\ / R 11 R 11 ti 11 g ' @ @ A 11 R II ti 11 g rEXIST'G PILE HA~ SETTLED 5'"±. I ;-EXIST'G PILE HPiS SETTLED 3"± ~+.. I A 11 R 11 ti 11 g @ I A 11 R 11 ti 11 g @ I I ' I ! @ I I A 11 R 11 ti 11 g ' 0 A R II II R R 11 11 ti 0 II 11 .g g TYP. PILE NUMBERS @ I A 11 R 11 0 11 g ~ @ I R 11 @ I ' A 11 R 11 0 I I 8 ' A 11 R I i 0 11 g @ @ 1~~20·± TYP.-~I 1 BETW. BENTS I A II R II tl 11 g @ I ~ ' R 11 R 11 0 11 g @) I 8 . R 11 q II tl 11 g ' ' @ 16 ,,--' , 17' ~( ' I - - -A-R R Fi 11 11 11 q q R 11 11 11 .7 0 tl tt 11 11 1 1 I I I 8 8 q - - -8--~ /. I --:?'., -z: I '~ v '( I ~ I : R6 11 ---+--+--AHf-----R-R----RFr----.--R------FR=i--------'~5 ! I 0 11 0 '--------A----+-----Fl----,-----R---------R---------f-------R---------R----------f"!--, ----l--- - R-A 11 u 11 11 11 I I ' I ' ' R R R 84 11 , 11 11 11 I I i I R ~ 11 N 0 tl tl tl tl 83 1 11 11 11 11 I I 11 i:l 8 11 M 0 11 8 11 M 11 R i I R 11 tl 11 8 R I I R 11 tl 11 8 s;- N R 11 A 11 0 11 8 R 11 R 11 tl 11 8 A 11 R 11 0 II 8 R 11 A 11 tl 11 8 R R A 11 II 11 A A R 11 11 11 tl tl 11 II 8 8 I i I~ ,_ _,~ _ ---+----l=i-8--t-----1::8 ____ --1=1--8--~------8 ___ --.R2 \\ , I I I i I R 11 R ---------1::1------------------!::f---------1::1---+---8-- 1-INSTALL TEMPORARY SUPPORT AT I i 1 I I @ PILE CAP AS REQ'D FOR TRANSPORTING 0 EQUIPMENT ON PIER 8 ' 8 ' -------4•0'±-------- ~ ~ ~-------919'-6'"± BENT 0 TO i@--',,__ ~'----------'-1 t-----------79"-6"'-------,,,c..+-""I----------, NOTE: CONTRACTOR TO TAKE NECESSARY PRECAUTIONS INCLUDING FALSEWORK WHEN MOVING CRANE AND EQUIPMENT ON PIER. TYP. PILE NUM~ER~ I ' / . I / 1 1 REMOVE EXIST'G TIMBER PILE. PILE STUB TO BE REMOVED OR CUT OFF AT OR BELOW SANDLINE. INSTALL NEW PILE PER DWG'S TIMBER PILE CAP TYP. ALL BENT7 11 AND SPECIFICATION. NOTE: 70 FT. DUEL PRESSURE 11, O TREATED PILE FURNISHED A /TYP. PILE NUMBERS BY THE CITY. 11 ® ® ® @ ® ® @ @ @ @ o9 rR-,/--------fl'b-----f--.--R-,1 I I / / I I 11 R'' R'' / R' TIMBER STRINGERS, TYP. ' TIMBER DECK w/CONC. SLAB, TYP. J J 8 II II II I i i R 8-----1---+---' c:15 c:15 ti '-t-t---~------,~-z=======!:i;==:;:::=====;:l:=====r-~-----~-------!':!:"t---r-t-_. 11 I I 11 11 ,: 11 ;; ;; 11 11 ;; ;; 11 b7 ~r 2or,k\ 4 so% 4 I 8 R n n R R R 11 cJ===:=!======= ======r=====t~=c!=~~ M M gB 11 11 11 11 CONC. CURB, TYP. 11 11 11 'SI-0 N CO :::f R3 R·.3 A o tl ti tl tl20% o I 11 11 11 11 11 11 11 ! I , 11 11 11 Q5 _-t _ --+---......, !=12 1=12 .,,__ ___ ....;:8i----~=--~-~-=--~--~~~-~--~-~2..-__;8:;..._.... ___ -H-8-+------88 _ ___Jc__-1--, 11 40% DETERIORATED TIMBE PILE TO BE REPLACED IN FUTURE CONTRACT. I 11 11 81 \ R4 \__40% DETERIORATED TIMBER PILE DENOTES % LOSS OF CROSS 11 TO BE REPLACED IN FUTURE CONTRACT. TIMBER HANDRAIL, TYP. SECTIONAL AREA OF TIMBER PILE n3 DUE TO MARINE BORER ATTACK M 75% DETERIORATED TIMBER PILE. (TYPICAL NOTATION). 11 TO BE REPLACED IN FUTURE CONTRACT. NOTE: EXISTING LIGHT POLES, BENCHES, FISH CLEANING SINKS AND tj2 OTHER PIER APPURTANANCES AND UTILITIES NOT SHOWN. CONTRACTOR 11 REMOVE EXIST'G DAMAGED TIMBER PILE CAP AND REPLACE WITH NEW TIMBER PILE CAP BETWEEN PILES NO 1 & NO 4. INSTALL CORBELS AT PILES NO 1, 2, 3 & 4 AS REQ'D TO FULLY SUPPORT NEW. LEVEL PILE CAP. REFER TO STRUCTURAL DETAIL DWGS. AND SPECIFICATIONS. TO VERIFY AS REQUIRED, PROTECT AS NECESSARY AND RELOCATE AND REINSTALL IN ORIGINAL LOCATION IF REQ'D TO PERFORM CONTRACT WORK. J I PIER PLAN SCALE: 1"=10'-0" 1 REFERENCE DWGS-CITY OF NEWPORT 1. BALBOA PIER PLAN & PROFILE NO. H-4958-S SHT NO. 1. 2. BALBOA PIER SECTIONS NO. H-4958-S SHT NO. 2. GENERAL NOTES: 1. ELEVATION DATUM MLLW=O.0OFT. 2. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING TO VERIFY EXISTING CONDITIONS AND EXTENT OF WORK. .3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES. REGULATIONS & SPECIFICATIONS. 4. ALL MATERIALS SHALL BE IN CONFORMANCE WITH THE SPECIFICATIONS. 5. ALL DIMENSIONS SHOWN ON DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL DETERMINE THE EXACT DIMENSIONS AT THE SITE. ,-, ---'20'± TYP.-~ <C I ' 11 11 R 11 tl 11 M 11 b 11 g 11 Q 11 A 11 i II 8 I en 30% ~ I I 0 _, , I "' I , a. -1 ~ . 0 11 II R 11 tl I 11 R 11 -~-~050% : 11 I I 820% I! RUBY'S ....._-"--'-'--"--'--'---,Q RESTAURANT 1 I 8so% :I I I q 0:: ~ z es PILE CAP HAS 11 EXIST'G PILE H Cl DEFLECTED I I DROPPED 3" ±. ~ DOWNWARD. 0 INSTALL CORBEL g RAISE CAP & 11 PER ffi (/") INSTALL CORBELS 11 W:JJ :;;; @ PILES #1 & 2. u ---..... ' ,,,,,_ -' DON-ritLLMERS ENGINEERING I -0 I I 11 A 11 0 I 11 . 11 B 11 g • ' . . I -0 11 I I R 11 8 11 11 R I I 8 11 11 R I I EXIST'G 3/4" GAP 0 BETW. PILE & 11 PILE CAP. REPAIR PERffi • 11 ~ A ----,--INSTALL CORBELS AT 11 PILES NO 2 & 3 AS RE0'D TO FULLY SUPPORT PILE CAP IN LEVEL POSITION. PILE IS MISSING, INSTALL PILE PER DWGS. & SPEC'S. PILE CAP HAS DEFLECTED DOWNWARD 10'"± RAISE CAP TO LEVEL POSITION PRIOR TO CONNECTING NEW PILE. NOTE: 85 FT. DUEL PRESSURE TREATED PILE FURNISHED BY THE CITY. C-3238, Informal Contract, H-5154-S CITY OF NEWPORT BEACH DEL MAR. CA 519 759-9882 NEWPORT BEACH CALIFORNIA DRAWNC. GRIFFITH SCALE NOTED <OB NO. BALBOA PIER REPAIRS D.H. 98050 1------------------1 b;;;,;.c;---;-:-=-'~---t=oATE~-11-/,-19-/c-9--i8 BALBOA PIER PLAN l.c • CKECKED 2 of4 P-1 ' I <:> --< ;::! i ~ ~ " < -0 ~ ii • " 0 ;;; ~ D i:::: p. < ;:'; .IJ z m n ,. C ~ 0 D ~ I I "' (j "' C ~ a rT I \ I ! 0 JJ ~ z (j) z C s:: rn m JJ :t • ~ "' .A • VI 0 JJ ~ z uJ z C s:: rn m JJ 0 JJ J,, I ~ I 0-------------------40'-Q,-----------------------< ALV. DRAIN PIPE 10" 0/C 0 ' I ® ---11" CONC r-PILE HAS DROPPED 2" ± FRACTURED PILE CAP ALV WIRE MESH 4x 16 STRINGERS rRUBBER EX. JOINT 2x4 BRIDGING (RO.) 2x12 DECKING _ _:,.._.µ_..J---7'-ff---!-'--1---- 4 x8x20' BRACES (ROUGH) SECTION 2 SCALE: 1 /4" = 1 '-0" S-1 EXIST'G 3/4" BOLTS ~ WASHERS I Cl) @ BENT 33 I1+----+ANDRAIL 0 ,- ffi s ......... a:a x20 STRINGER 'b I "---PILE CAP HAS DEFLECTED DOWNWARD AT PILE NO. 1, 2 & 3. STRINGERS & DECK (SHOWN IN ORIGINAL POSITION) HAVE ALSO DEFLECTED DOWNWARD WITH PILE CAP. o-------------------40'-0------------------ i-----PILE CAP TO REMAINl------,------REMOVE EXIST. 12x12 PILE CAP BETW.------+---. i ' I I ® ® PILE NO 4 AND EDGE OF PIER -IH--1--1 '± STRAP PER@ INSTALL CORBELS PER~ INSTALL 12x12x26'-0 PILE CAP. TO ACHl~C: L~tl PILE CAP ~ VERll'Y LENGTH IN FIELD. --SHIM AS REQ'D FOR LEVEL PILE CAP I © SECTION 2-A SCALE: 1/4" = 1'-0" S-1 CUT OFF AS REQ'D !r~=:::;=:1n-:?;~t~~~~-STRAP PER@ I I Q) REPAIR @ BENT 33 I I Cl) I ADJUST STRAP LENGTH FOR CORBEL 1-----PILE TO BE REPLACED IN FUTURE CONTRACT CD----TYP. PILE NO. l---------------------------------------80'-0--------------------------------------l -----------24'-0-----------a _ __,,_. CONC 2x4 BRIDGING (RO.) 2x 12 DECKING <O 2 ,GALV. DRAIN PIPE 1 Q" 0/C I ' I @ --4" C0NC ALV WIRE MESH ® 4x 16 STRINGERS 6x20 STRINGERS 2x 12 DECKING EXIST'G 3/4" GAP -I PILE HAS DROPPED 3"± BETW. PILE & PILE CAP I I' Hi --------- '-l----7'-9" TYP----W-- • 4x8x20' BRACES (ROUGH) L4x8x20' BRACES -3/ 4" BOLTS &: WASHERS ' ' ' ' i ® I ® i ® I © I G) I CV SECTION 3 EXIST'G SCALE: 1/4" = 1'-0" S-1 @ BENT 46 PILE HAS DROPPED 6" ± --I P<E c,p~~,~~CTED DOWNWARD 10"± @ PILE LOC'N NO. 1. STRINGERS AND DECK (SHOWN IN ORIGINAL POSITION) HAVE ALSO DEFLECTED DOWNWARD WITH PILE CAP . ' I CD 1-----------------------~--------------80'-01--------------------------------------l • I i i ' (U) @ ® ® (J) ® SECTION 3-A SCALE: 1 / 4" = 1 • -0" S-1 EPOXY REPAIR @ PILE TOP GAP PER@ ' ® REPAIR @ BENT 46 © G) INSTALL CORBEL PER@ ' I CV INSTALL 4x8x20' TIMBER BRACE RAISE EXIST'G TIMBER PILE CAP TO LEVEL POSITION PRIOR TO CONNECTING PILE NO. 1. '--INSTALL NEW 85' TIMBER PILE ' I ' CD ALV. DRAIN PIPE u 0 2 I GALV WIRE MESH l4x16 STRINGERS I !RUBBER EX. JOINT ' ' ' I 4x8x26' BRACES (ROUGH) i I1-'----HANDRAIL u 0 t- x 16 STRINGER 'a I i 3/ 4" BOLT~ & WASHERS ' I © CT> CV CD SECTION 1 SCALE: 1/4" = 1•-0" S-1 EXIST'G C-3238, Informal Contract, H-5154-S DON HELLMERS ENGINEERING CITY OF NEWPORT BEACH DEL MAR, CA 619 759-9882 NEWPORT BEACH CALIFORNIA CRAWNC. GRIFFITH SCALE NOTED BALBOA PIER REPAIRS CHECKED D JOB NO. 98050 1---------------------; l=,s-----::-':"-'''--'-H.'------+n.,.,,,.--~---,--1 3 of 4 S-1 DATE 11/19/98 CROSS SECTIONS l. < • z , C , < 0 " m " ~ 0 ' ' ' • " I " 0 a ~ " ~ a 0 e, < z ;;~ C 5' < 0 ~ " " 0 "' ~ c, " I I , " a z . ~ z m n p C ~ 0 :0 z " ~ \; z I 0 r 0 n □ ,, ~ □ :0 !'; a z . ~ z ,,. n p " 0 :0 z " s ... ) I z GJ z C $ (I] m JJ I □: JJ ~ z GJ z C s m ~ 0 JJ ~ z GJ z C $ (I] m JJ ~.----, \; z I 5 B ,, ~ 0 ll, 0 JJ ~ 7 1/2" THK {TYP) 1 1 /8"¢ HOLE (TYP) 2" SLOTTED HOLE FOR l"iz> SOLT 3'-0" 3'-6" FOR STRAPS @ SPLICE PILES 3 CONN. TO PILE SIM. TO NOTE: 90" SENDS OF BAR IN LIEU OF WELDING NOT ALLOWED. 7 STRAP DETAIL @ PILE CAP S-2 SCALE: NONE 1" = 1'-0" 1 /2" THK {TYP) 1 1/8"¢ HOLE (TYP) -/S,. STRAP s-SCALE: 3'-0 3' -6" FOR STRAPS f @ SPLICE PILES ~ 1'-0 [J" 2" CONN. TO PILE SIM. TO @ NOTE: 90" SENDS OF SAR IN LIEU OF WELDING NOT ALLOWED. THIS U-STRAP TO BE USED AT PILE CAP SPLICE LOC'N. DETAIL @ CAP SPLICE f' = 1 •-0" 5-/S.. TOP OF PILE 3" TYP 4 S-2 / TIMBER PILE .,.--,-.zl DRILL 1"¢ HOLES 3" DEEP INTO PILE TOP SCALE: TOP OF PILE & FILL HOLES w/PRESERVATIVE. EACH PILE TO HAVE 4 HOLES AT EQUAL SPACING. THIS TREATMENT IS REQUIRED FOR THE TOP OF ALL PILES. TREATMENT NONE PILE COVER 4" STAINLESS STEEL NAILS SPACING PERw 'EV i DRIFT PIN 1/4"x1 1/2" POLYETHYLENE FOAM SEAL 14x14 PILE CAP ltlLE I 1/ • PILE STRAP~ 2• PER DETAIL ~ ,-..:,~_l.L__--i,tul---7"''-----....:.TY7P @ ALL PILES, t + 1 "iZ> x 20" STEEL DRIFT PIN ------- DRILL 1"!1 HOLE THROUGH CAP & 8" INTO PILE TOP AND SOAK WITH APPROVED PRESERVATIVE SOLUTION PRIOR TO DRIVING DRIFT PIN. DRIVE DRIFT PIN 2" BELOW U.N.O. -FILL GAPS UNDER 1" PER W @ GAPS GREATER THAN 1" ~ REFER TO@ 3 s- NOTE: PILES MAY BE INSTALLED BETWN. STRINGERS IF APPLICABLE & PULLED INTO PLACE LATERALLY AFTER DRIVEN (AT CONTRACTORS OPTION) (OR) REMOVE & REPLACE STRINGERS AS REQ'D REMOVE EXIST. TIMBER & CONG. DECK AS REQ'D AFTER PILE INSTALLATION REPLACE DECKING WITH NEW DECKING. LUMBER THICKNESS & WIDTH TO MATCH. REPLACE CONC. AS REQ'D w/GALV. MESH TO MATCH EXIST'G. f'c= 4000 psi. FINISH SURFACE TO ,----MATCH EXIST'G & TO BE FLUSH AND SAFE FOR FOOT TRAFFIC. TIMBER PILE EXIST'G TIMBER DECK -I 1, 0± r EXIST. REINFORCED f -CONCRETE SLAB 3" MIN OVERLAP NAILS SECTION SCALE: NONE ~ :-1/ ~ Ii --I EXISTING STRINGERS------::; ..,::::;~"'_::,._"'-<---1 EXIST'G 4" BLOCKING, TYP __ __,,...,,-- EXIST'G PILE CAPI / PILE STRAP REQ'D PER @ @-_,,,.,,,/ S-2 S-2 I,,' (NOT SHOWN FOR CLARITY) / / DRIFT PIN PER DET. @-_,,., CIRCUMFERENTIAL 1/4"x1 1/2" POLYETHYLENE FOAM SEAL TYP. @ TOP & BOT. OF ALL COVERS & AT LONGITUDINAL OVERLAP NOTE: 4" STAINLESS STEEL NAILS @ 3" o.c. USE STAINLESS STEEL NAILS FOR PILES TREATED WITH COPPER ARSENATE. FOR PILES WITH CRESOTE TREATMENT ONLY USE ALUM. ALLOY NAILS PER SPEC'S. ' I I I 1 , I LL. LL. 0 = f-0 ;::::, ....J I U <( st WU -' CL 0.. i:: <) I ~ FILL GAP PER DET. ® OR n----TIMBER PILE REPLACEMENT TOP OF COVER ELEV. + 1 O' MIN. NAIL SPACING, TYP. NAILING TOP OF CAP AND FILL HOLE WITH SITUMASTIC MATERIAL PILE TOP TREATMENT PER@ 1"11 BOLT (TYP) NOTE: FOR PILE TOP CON~ION REFER TO ~ AND @ CAP SPLICE@ '8 14x14 PILE CAP 5 S-2 1"0 x 20" STEEL DRIFT PIN ---- DRILL 1"11 HOLE THROUGH CAP & 8" INTO PILE TOP AND SOAK WITH APPROVED PRESERVATIVE SOLUTION PRIOR TO DRIVING DRIFT PIN. DRIVE DRIFT PIN 2" BELOW TOP OF CAP AND FILL HOLE WITH BITUMASTIC MATERIAL -TIMBER PILE PILE TOP CONN. SCALE: 1 /2" -1 '-0" i DRIFT PIN PILE STRAP ltlLE & CAP SPLICE I 2· @ CAP SPLICE PER@ FILL GAPS UNDER 1" PER W GAPS GREATER THAN 1" ~ PERW ~ PILE TOP TREATMENT PER@ 1•11 SOLT {TYP) TIMBER PILE PILE TOP CONN. @ CAP SPLICE SCALE: 1/2" = 1 '-0" CIRCUMFERENTIAL 1/4"x1 1/2" POLYETHYLENE FOAM SEAL TYP. @ TOP & BOT. OF ALL COVER5 & AT LONGITUDINAL OVERLAP 4" STAINLESS STEEL NAILS PER SPEC. I I I VERTICAL JOINT TO --+---< I FACE SHOREWARD, TYP. I EXISTING SAND (EL. VARIES) 11 I I I I _,,,,--EXIST'G PILE CAP TOP OF COVER EL + 1 O' MIN 3" NAIL SPACING, TYP. :3" O.C. NAILING TYP 3" MIN. LONGITUDINAL OVERLAP °' a C,,:W n_...J en w -< f-- J: 0 f--z (:) -z (fl WW ...J ...J ~-a. "' wz >W 0~ u a:: WO ...J ...J a. ...J -< Wz cSo ...J >-O IW f--a:: w- CIRCUMFERENTIAL @ 3" O.C. TYP. 1--UPPER COVER SECTION MIN. LENGTH 14'-0 o:: CL 0:: w ::i w 5 0:: 0:: > Oww 0 -'>CL 0 0 [L • 0.: ::J CL w i'= ~ LL. i:: _j CL 0 --U1 U1 . CLzo..z z ::iooo :;, O::r-f-f-w (_.) u 'in >wzw OU10U1 t ---' ,.,. ,- 0 0 w 0:: U1 <( I f- C, z w _J 0:: w > 0 u w ....I CL TO INJECT EPOXY WITH CAULKING GUN, SLANT DRILL A 1 / 4"0 HOLE THRU EA. SIDE OF THE CAP USE EPOXY FOR GAPS CIRCUMFERENCIAL NAILING @ 3" O.C. wn: :::i 6 INTO THE VOID STEEL DRIFT PIN -. ~ BOTTOM OF TIMBER PILE CAP OR BLOCKING TIMBER PILE NAIL AS NECESSARY TO PILE USE A THIN SHEET OF PLASTIC MATERIAL AROUND PILE & UP AGAINST THE BOTTOM OF THE PILE CAP TO ACT AS A FORM FOR THE EPOXY FILL NAIL AS NECESS/>,RY TO PILE 8 PILE TOP GAP SCALE: NONE ' °'"' o::iz I !fl- -<(2: ow a. a:: UP TO 1" MAX. FOR GAPS W EXCEEDING 1" USE DETAIL 0 PILE TOP TREATMENT PER ~ f TIMBER PILE CAP STEEL STRAP REQ'D PER @ (NOT SHOWN FOR CLARITY) ADJUST LENGTH ...-woe :.o z !flO 0 -<>-- ~ --~--~ t;; FILL GAP BETWEEN THE TOP OF THE PILE AND THE BOTTOM OF THE PILE CAP OR BLOCKING WITH EPOXY (OSMOSE CO. MADISON, WISC.) OR EQUAL 8" MIN. DRIFT PIN ----I PENETRATION +----t---;,,-t'--- AFTER DRIVING 3'-0" MIN. OF STRAP ACCORDING TO THICKNESS OF CORBEL. --7 /8"11 BOLT EA. SIDE ' 1~ ... -:::; TIMBER PILE CAP TIMBER PILE z w a. z :::; '° N l"l'l DRIFT PIN (LENGTH VARIES ACCORDING TO THICKNESS OF BLOCK). DRIVING & TREATMENT PER W ~ 12· WIDE PILE CAP BLOCK (CORBEL) ---~--;f {THICKNESS AS REQ"O w/4" MIN.) REPAIR NOTE: DRIFT PIN MAY BE ~ OMITTED PER ENGINEERS APPROVAL. TIMBER PILE ------< NO SHIMMING WITH STEEL PLATES, PLYWOOD OR OTHER MATERIALS ALLOWED. NOTE "A" EXTRUDED TUBULAR POLYETHYLENE PILE COVERS PILE COVERS SHALL BE EXTRUDED BLACK POLYETHYLENE PIPE PER SPECIFICATION (FLAT SHEET OR CURVED SHEET POLYETHYLENE NOT ACCEPTABLE). COVERS ARE TO BE INSTALLED ON TIMBER PILES PRIOR TO DRIVING. REFER TO SPECIFICATION FOR INSTALLATION. 1 S-2 ELEV. SCALE: i . . . . I I . z :::;; ( 0 I - ~ -'-- BEARING DON HELLMERS ENGINEERING r EXIST'G MUDLINE (ELEV. VARIES) . CITY OF NEWPORT BEACH 6 PILE TOP CORBEL 2 ELEVATION TIMBER PILE PROTECTION DEL MAR. CA 619 759-9882 NEWPORT BEACH DRAWNC. GRIFFITH SCALE NOTED BALBOA PIER REPAIRS CALIFORNIA 4 of4 S-2 S-2 SCALE: 1/2" = 1•-0" S-2 SCALE: 1/2" = 1•-0" CHECKED JOB NO. 98Q5Q t--------------------t .1'=,:;--0~._H_. --+,;-;,,,----,---,---1 DATT: 11/19/98 STRUCTURAL DETAILS ----· . ------. - . ------ l ' ei -z G) -C z • < • • z rn • , " C . 0 -~ " s ~ • < " " CD m n m l> :0 C I a, Q " z ;; u ,; z :,: 0 0 r 0 :0 ~ a n 0 ~ ~ " • u ~ 0 0 ~ . 0 z s < ~ 5 G) . z . 0 z ' r • u " 0 C -' ~ s u. ~ • a z !D _m " m ,. :0 C ~ 0 " z ;; :,: • ) ~ ~ • = u > " ,; z :r 0 0 r 0 :0 ~ " n ~ ~ 0 ;; " " 0 , rn 0 ; li' z 0 < ~ z a G) . ~ 2 a • z • ~ . . 0 C " ' I s " ;; • D CD !" n m l> :0 C " 0 " z ;; " ~ z :,: D 0 r D Il ~ " n ~L ~ i ~ i m □