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HomeMy WebLinkAboutH_5153_S::i::: u-ADAMS ~ ~ CD AVE. BAKER 0 CL ~ ORANGE ® i'.5 .:..iv, ---il--=::.::__::_::::.---t aJ z 0-1-~ (.'.) "' "" z ~ ~ i= 8 CITY OF COSTA MESA 3 w "' .., :,;: COAST COLLEGE "' w 5 "' fr-CITY OF IRVINE z 1£ :::, co ::i::: LL \'lCTORIA lslH ~ CJ -< ., F z w u .., J 0. < ~ ST ST El'd'ORTi,=-=o- BAY 11 ZCITY I, 0 NEWP EA UNIVERSITY VICINITY MAP PROJECT 7' LOCATIO~ SCALE· 1" = 4400" SYMBOL LEGEND ABBREVIATIONS • POWER POLE AC /\SPHALT CONCRETE (Q•SSMH SANITARY SEWEe: MANHOLE DIP DUCTILE IRON PIPE ·cJ FIRE HYDRANT VCP VITRIFIED CLAY PIPE ~!~ WATER t.1ETER BOX &: SERVICE RWV RESILIENT WEDGE VALVIE □GM FE FLANGED END GAS METER t.1J MECHANICAL JOINT -0----VALVE NTS NOT TO SCALE POWER POLE ANCHOR RT RING TIGHT r. D MONUMENT STL STEEL -x-x-x-FENCE ABAND ABANDONED BLOCKWALL IP&T IRON PIPE AND TAG 0 MON MONUMENT !REE CATV CABLE TV (){.) SHRUBBERY DWY DRIVEWAY ___ _._ ASPHALT PAVEt.1ENT co CLEANOUT (SEWER) g§g:;:;:$¾ BRICK WALK ARV AIR RELIEF VALVE I I CONCRETE B/APPR BACK OF ALLEY APPROACH k ~ l'.l/ llllla EV ELECTRICAL VALVE BUILDING SW SIDEWALK ----EXISTING CONSTRUCTION WWf WELDED WIRE FABRIC --PROPERTY LINE NEW CONSTRUCTION -· _i;_ ___ CENTERLINE ____ 5 ____ SEwER LINE -· -W-•-·-WATER LINE - -_c - - -GAS LINE __ [ __ POWER LINE -Til.-T[L[PIION[ LIN[ --CAIV-CABLEVISION LINE -SP--SPRIN~LER SYSTEM b STREET LIGHT 7T SIGN p-9 GARAGE OPENING L =1 WINDOW )( SPRINKLER EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOU !HERN CALIFORNI/\ GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUlff1 ~ANII ATION DISTRICTS COMCAST CABLEVISION UNDERGROUND SERVICE ALERT DAY 1(800)-624-8153 1(800)-611-1911 611 644-3011 962-2411 542-6222 1(800)-422-4133 NIGHT 1(800)-624-8153 1 ( 800)-6 l 1-1911 611 644-3717 644-6222 1(800)-422-4133 PUBLIC WORKS DEPARTMENT BALBOA PIER REPAIR 1999-2000 C-3236 APPROVED: ___ Gl::::fr:::.~~~~__:::_~~~==--- DIRECTOR OF PUBLIC WORKS R.C.E. 16791 LOCATION MAP NOT TO SCALE DATE BY DESCRIPTION APPROVED DATE APP'D. BALBOA PIER BENCH MARK GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TD BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERIIISE STA TED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1994 EDITION, AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VIERIFYING THE AClUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION . O.C.S. ALUMINUM CAP (IE-69-68) LOCATED 1.6 MILES NORTHWEST FROM POST OFFICE IN BALBOA TO ITS INTERSECTION 111TH 19TH STREET; /\BOUT 250 FEET SOUTHEAST ALONG THE CENTERLINE MEDIAN OF BALBOA BOULEVARD FROM THE CENTERLINE OF 19TH STREET, ACROSS FROM THE HOUSE NO 1812, SET IN THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 0.6 FEET HIGHER THAN THE ROAD. ELEVATION 5.486 FEET MSL APPROVED DATE DATE BALBOA PIER REPAIR DESIGN SL DRAWN MCRACIA CITY OF NEWPORT BEACH H-5153-S t--~-~------------~---11------+-----+-----+------l-c=H=Ec=K=EO~----'-=+c-D~ATE~--"'-'-'-'--""'-'li,, RE"1S10NS LD 20 MA y 199 PUB UC WORKS OEP ARlMENT SHEET 1 OF 4 \ ' I __ ~TYP BENT NO. --0 R R 11 11 R R 11 11 tl tl 11 11 8 8 / --- @ I ' INSTALL CORSE~ PER@ PC REPLACE @] R A i 5• ± GAP BET'N. B MISSING NAILS ' PILE & PILE CAP I I I 1·, GJ PCA [fil pPCA 11 11 r-;, J.-J Si GAP BET'N. J.-JPC REPLACE ALUM. L.!..J u PILE & PILE CAP U B NAILS w/SS I I I I NAILS R R 11 11 R R 11 11 tl tl 11 11 8 8 @ I I R 11 R 11 tl 11 8 I 11 6 ..------.---R--------H-----~J.-J5 @R A R R u 11 11 11 I I [Ifil RPC R R 84 II st II 11 II b N tl ti M3 -. ' 11 11 11 I I r~~=-===;:::::=~1:fil;::8~Ps~~~~~8~::::::::~::::::::-..;;;.8 ___ ____:H~--~R2 fiS. 11 NUMBEg DEHOTE'S FEET 1 0 R R 11 11 R R 11 11 tl tl 11 11 8 8 TYP. PILE NUMBERS @ I REMO\f[ EXIST. BROKEN---! BRAC~1 & INSTALL NEW 4x8 RACE SIM.ffi '\El7 11 p 11 3" CL, TYP. tl 11 11 EXIST'G BROKEN STRINGER I -------,o·±----------i REMOVE EXIST' BROKEN CROSS BRACE. INSTALL NEW 4x8 CROSS BRACE SIM@ . ' -. --I----+-' I_; ' I ' I \ ' ' i ' i I ' REMOVE EXIST"r-..r BROKEN CROSS BRACE. INSTALL NEW 20 TYP. PILE NUMBERS ~ 1 PC~ PCR I ~1-E> I 11 II 5 os 11 I ~,.5 I 11 tj4 4pc .3 R.3 REMOVE EXISTING 1 I BROKEN BRACE. 11 2 INSTALLNEW n2 4"x8"BRACE M 11 1 (MISSING PILE) PCR I 31.51 11 G:!JciPC 0 11 l31 • .sj8 PC ~ 11 40 11 ~II PCO 4,16 TOMBER !NGERS, TYP. ? TIMBER Dt.CK w/CONC. SLAB, IYP. I I PCmiJ 11 AO.PED M\JDSE,6.(; LI [E!] QPC @ I GALAVANIZED METAL HANDRAIL TYP. R 11 R 11 tl 11 8 @ INSTALL .3/4"1 BOLT AT CROSS BRACE TO PILE CONNECTION R 11 R 11 ti 11 8 INSTALL 4x1 6 ffi STRINGER PER '8J R 11 A II jj II 8 R R', /11 11 ' /II 11 ,' // A ..__, / R R 11 II f:,, jj jj // II // 11 8 i/ REPAIR BROKEN SPLICE CONNECTION w/NEW 4x8x4'-0 BLOCK & BOLTS (SIM. TO EXIST'G) REFER TO DWG H-4958-S, SHT. NO. 5 @ I ' jj ,'-11 '~ R R R 11 11 11 R q 0 ' ' EXIST'G 6x8 DIAG.11 BRACES 11 11 tl 0 d 11 11 I I 8 8 b --:20'± TYP. ' ' 11 b 11 8 BETW. BENTS CL, TYP. --- EXIST'G BROKEN STRINGER 1 INSTALL 4x16 ffi STRINGER PER '\B7i I R 11 R 11 11 tl tl 11 11 8 8 R R R 11 11 11 R R q <t 11 11 ! ! N ti ti ti 11 11 11 8 8 8 e @ @ @ '" @ ~ -~ ~--~1-----919"16"± BENT 0 TO :@------------, REMOVE EXIST'G "-,__ ________ 79•-5•~:::__ _ __::::::..__,.4~ ----------j BROKEN CROSS TYP. PILE 1 BRACE. INSTALL NEW NUM ~jR 20'ds.. TYP. 4x8 CROSS BRACE , (ID r"\ SIM@ REMOVE EXIST"G TIMBER PILE. PILE STUB ;;-------+-~~1t1 l~~~!?~I --Pll-~44-11 ti ti 0 TO BE REMOVED OR CUT OFF AT OR BELOW 11 REPL.k:::ED 11 11 I i SANDUNE. INSTALL NEW PILE PER ffi 1-11 AND SPECIFICATION. ~ I 1,0 11 ~ 11 11 R R ~RPC R 00 Pcq TIMBER PILE CAP TYP. ALL BENT"'-- YPILE TOP 11 40 411 (42) 11 11 GAP GS)R ~ .~ ti9 ~OPC PER 8 8 I RECONNEC 'I EXIST. 4x I I J I 11 CROSS BRACE TO PILE w/NEW 3/4"0 BOLTS I I a 11 IE 11 I R ~R \ 11 11 PC d o 11 11 I 11 1*-SI SO% RUBYjS 11 RESTAU~ANT gPC[ID 11 t:)PC~ 11 M 20% 11 [ill tjPC 11 I I,__ ____ _,_,_, _ ___, p3 I 11 ~ [fil]Mpc 11 PC QI !,G; I 11 0 11 11 R 11 0 MISSING BRACE INSTALL 4x8 BRACE SIM@ DENOTES% LOSS OF CROSS SECTIONAL AREA OF TIMBER PILE DUE TO MARINE BORER ATTACK (TYPICAL NOTATION). [::mppc 11 11 I I EXIST'G PILE OFFSET i ± 4x8 CROSS BRACE SIM@ "-----REMOVE EXIST'G TIMBER PILE. PILE STUB TO BE REMOVED OR CUT OFF AT OR BELOW SANDUNE. INSTALL NEW PILE PER ffi NOTE: EXISTING LIGHT POLES, BENCHES, FISH CLEANING SINKS AND I .307~2 8 / FROM PILE CAP. DISCONNECT PILE FROM CAP. PULL PILE UNDER CAP & CONNECT AND SPECIFICATION. ~ NOTE; CONTRACTOR TO TAKE NECESSARY PRECAUTIONS INCLUDING FALSEWORK WHEN MOVING CRANE AND EQUIPMENT ON PIER. LEGEND PILES • TIMBER PILE REPLACEMENT (6) OPC INSTALL PILE COVER ON EXIST. TIMBER PILE (.39) 0 PILE COVER REPLACEMENT. INSTALL PILE COVER PCA ON EXIST. TIMBER PILES WHICK HAVE MISSING OR DAMAGED COVERS (6) 0 EXIST. PILE COVERS REQUIRING NAILING (2) PCs PILE LOC'N 33-1 34-1 35-2 44-11 45-4 45-6 45-7 MINIMUM INSTALLED LENGTH LENGTH 70' 70' 70' 85' 85' 85' 85' OTHER PIER APPURTANANCES AND UTILITIES NOT SHOWN. CONTRACTOR TO VERIFY AS REQUIRED, PROTECT AS NECESSARY AND RELOCATE AND REINSTALL IN ORIGINAL LOCATION IF REQ'D TO PERFORM CONTRACT WORK. • 11 11 PC 1 I ?,SI 11 11 0 [ID PC \ \ REFERENCE DWGS-CITY OF NEWPORT BEACH \ \ SCHEDULE TIP ELEV. (MIN.) -39.0' -41.0' -41.0' -53.0' -53.0' -53.0' -53.0' l PIER PLAN SCALE: 1" = 1 o•-o" I r j BALBOA PIER PLANS NO. H-4958-S SHTS NO. 1 THRU 5 GENERAL NOTES: 1. ELEVATION DATUM MLLW=O.OOFT. 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. DON HELLMERS ENGINEERING RECONNECT EXIST. 4x8 CROSS BRACE TO PILE wNEW .3/4"0 BOLTS fil AS BUILT t/0/01 BY MOO CITY OF NEWf--' _ DEL MAR CA 519 759-9882 NEWPORT BEACH 00 .. "c. GRIFFITH SCALE NOTED JOB NO. BALBOA PIER REPAIRS BALBOA PIER PLAN PER@ C-3236 BEACH CALIFORNIA H-5153-S P-1 SHT 2 OF 4 FENDER PILE--' i---------------------40'-0------------------i ® ' . d) cl) SECTION 2 SCALE: 1/4" = 1•-0" S-1 @ BENTS 33,34.35 STRAP PER@ 1-----REMOVE EXIST. PILE. I INSTALL 70 FT. TIMBER PILE @ BENTS 33 & 34 PER@ '----REMOVE EXIST. BRACING AS REO'D FOR PILE REPLACEMENT. RECONNECT EXIST. BRACES, TYP. WITH NEW HARDWARE (D--lYP. PILE NO. '----REMOVE EXIST. PILE. INSTALL 70 FT. Tl@ PILE @ BENTS 35 PER 1 r------- - - - - -----------------7 I I I I I i-------------------------RESTAURANT BLDG.------------i -----------24'-0------------I --• CONC 2x4 BRIDGING (RO.) 2x12 DECKING 0 - I © ALV. DRAIN PIPE ALV WIRE MESH 4x 16 STRINGERS RUBBER EX. JOINT '---4x8x26' BRACES (ROUGH) SECTION 1 SCALE: 1/4" = 1•-0" S-1 11+---IHANDRAIL 0 -0 ,- ffi ~ b I 3/4" BOLTS & WASHERS CD TYP. 4 PILE BENT i------------------+--------------------so·-o-----------~-=------------1--------------------_____, ~ • CONC V. DRAIN PIPE 11J" 0/C PILE TOP GAP REPAIR 0 BENT 46 PER@ 4x 16 STRINGERS 6x20 STRINGERS 2x12 DECKING ® 4x8x20' BRACES (ROUGH) REMOVE EXIST. PILE. INSTALL 85 FT REMOVE EXIST. PILE, INSTALL TIMBER PILE TIMBER PILE AT BENT 44 PER ffi AT BENT 45, DRIVE PILES THRU RUBY'S ~ RESTAURANT AND PULL UNDER PILE CAP AS CLOSE TO ORIGINAL LOCATION AS PRACTICAL ' I ® SECTION 3 4xBx20' BRACES --1'.AIV WIRE MESH 3/4" BOLTS & WAS ' ' ® ' cb NOTE: REMOVE EXIST. BRACING AS REQ'D FOR PILE REPLACEMENT. RECONNECT EXIST. BRACES WITH NEW HARDWARE, lYP. SCALE: 1/4" = 1·-0· S-1 @ BENT 43 THRU 47 s ' 1-.1-- ' ! CV REMOVE EXIST. PILE, INSTALL TIMBER PILE AT BENT 45, DRIVE PILES THRU RUBY'S RESTAURANT AND PULL UNDER PILE CAP AS CLOSE TO ORIGINAL LOCATION AS PRACTICAL ' I CD "-~REMOVE EXIST. PILE, INSTALL TIMBER PILE AT BENT 44 PER ~ STRINGER REPLACEMENT LENGTH AS REC'D CONC. S~B 40d GALV. NAILS, lYP. 4x16 SOLID BLOCKING BETWEEN STRINGERS TIMBER DECKl~NG:..,.-L--~ _____ 4_±7 r . . , ·-.. ' .. ~, -1a~~cr:B::1:2L-t--!-/4~-____ _ :;?5i-: I ':i: !!? ::o::~X ,~w __r1 1/t 1---.----!-,==:::;;=:L1=:;:::~:::;:::i:~ ' l EXl~T'G STRINGER 1/2" INSTALL 4x STRINGER EA. _J SIDE OF EXIST'G DAMAGED STRINGER w/3" + CLEAR SPACE BETWEEN MEMBERS STRINGERS TO BE INSTALLED TIGHT TO BOTTOM OF EXIST. DECKING w/OAK WEDGES I ' / I X I/ , I ti_ :-,J 1'-6" MAX.J f---1-fMIN PILE CAP NOTE: REMOVE EXIST'G DAMAGED STRINGER -OAK WEDGE 4" WIDTH '-5/B"g, GALV. LAG SCREW PRE-DRILL WEDGE TO PREVENT SPLITTING OR LEAVE IN PlACE w/APPROVAL OF ENGINEER 4 S-1 STRINGER REPLACEMENT SCALE: NONE . . ~ -1..-, ; ..• •, I ,18G l \ ; 3 1 !ml 11 r1\11\. .-,. , c~1__,I "~'.:/ C-3236 DON HELLMERS ENGINEERING CITY OF NEWPORT BEACH DEL MAR c,. 619 759-9882 NEWPORT BEACH CALIFORNIA 1,: 0•""'••,,,;" C;::.·...cG::.:R..:.:;IFc.:.F..:.:IT""H:+s=c•..,,'',,..--N-O_TE_D-1 BALBOA PI ER RE PAI RS H-5153-S f,oa,(-J---,-,:D~.H..:.:·--b"0""' _'0_· _.::,9~90::..1:...:0~-----------------~ ....._ __________________________________________________________________________ _j~~ 0"' 1/8/99 CROSS SECTIONS S-1 SHT 3 OF 4 I I ---------------------------------------------------------------------------------------------~~~==··--•-.-- 1/2" THK (TYP) 1 1 /8" ca HOLE (TYP) 2" SLOTTED HOLE FOR 1"111 BOLT 3 3'-0" CONN. TO PILE SIM. TO @ NOTE· 90' BENDS OF BAR IN LIEU OF WELDING NOT ALLOWED. 7 STRAP DETAIL @ PILE CAP -2 SCALE: NONE 1· = 1 ·-o· 1 /2" THK (TYP) 1 1 /B"ca (TYP) -/S.. s-STRAP SCALE: 3'-0 CONN. TO PILE SIM. TO @ NOTE; 90' BENDS OF' BAR IN LIEU OF' WELDING NOT ALLOWED. THIS u-smAP TO BE USED AT PILE CAP SPLICE LOC'N. DETAIL @ CAP SPLICE 1· = 1 '-0" 5-/i. AFTER PILE INSTALLATION REPLACE TIMBER PILE NOTE: DRILL 1"111 HOLES 3" DEEP INTO PILES MAY BE INSTALLED BETWN. STRINGERS IF APPLICABLE & PULLED INTO PLACE LATERALLY AFTER DRIVEN (AT CONTRACTORS OPTION) (OR) REMOVE & REPLACE STRINGERS AS REO'D. DECKING WITH NEW DECKING. LUMBER THICKNESS & WIDTH TO MATCH. REPLACE CONC. AS REO'D w/GALV. MESH TO MATCH EXIST'G. f'c= 4000 psi. FINISH SURFACE TO :r' TYP 4 S-2 PILE SCALE: 12x12 PILE CAP TOP 1"111 x 20" STEEL DRIF'T PIN _ __.- DRILL 1•111 HOLE THROUGH CAP & ff INTO PILE TOP AND SOAK WITH APPROVED PRESERVATIVE SOLUTION PRIOR TO DRIVING DRIFT PIN. DRIVE DRIFT PIN 2" BELOW 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 4" ALUM. (DR) 4" STAINLESS STEEL NAILS SPACING PERl".'.L:-i ~ 1/4"x1 1/2" POLYETHYLENE FOAM SEAL PILE STRAP~ PER DETAIL~ TYP O ALL PILES, U.N.O. LIFT EXISTING PILE CAP APPROXIMATELY½" ABOVE THE FINAL PILE ELEVATION NECESSARY TO PRODUCE A LEVEL DECK. CUT PILE TO FIT. IF PILE CUT IS TOO SHORT, PROVIDE CORBEL PER @ PILE TOP TREATMENT PER@ 3 TIMBER PILE 3" MIN OVERLAP 1 1/2" ± 1/4" NAILS SECTION SCALE: NONE EXIST'G TIMBER DECK - REMOVE EXIST TIMBER &. CONC. DECK AS REO'D ' ,-7 ._ I 1/ I~ ' I I I ~-MATCH EXIST'G & TO BE FLUSH AND SAFE FOR FOOT TRAFFIC. 1, 0± r EXIST. REINFORCED f -CONCRETE SLAB Ii ' ~ 1 "'-"'-!11 I '\!1 1 "'-I"'-' I" L EXISTING STRINGERS ---L~~"'s---l I "' ~ I ~ "' I "' I ~ EXIST'G 4" BLOCKING, TYP. --~--" I u.. u.. 0 ' ,_ 0 ::, _J I U <t v L,J (.) EXIST'G PILE CAPI .I" _J a. a.~ .... I I'- PILE STRAP REO'D PER ~ @) _ _,.../ (NOT SHOWN FOR CLARITY) ~ / ... ~ ~ FILL GAP PER DET. ~OR LU DRIFT PIN PER DET. @,-./ ~ ~ ~--TIMBER PILE REPLACEMENT TOP OF COVER ELEV. + 1 O' MIN. CIRCUMFERENTIAL 1/4"x1 1/2" POLYETHYLENE FOAM SEAL TYP. @ TOP & BOT. OF ALL COVERS & AT LONGITUDINAL OVERLAP NOTE: 4• ALUM. (OR) 4" STAINLESS STEEL NAILS @ 3" O.C. USE STAINLESS STEEL NAILS FOR PILES TREATED WITH COPPER ARSENATE. FOR PILES WITH CREOSOTE TREATMENT ONLY USE ALUM. ALLOY NAILS PER SPEC'S. '-ol:'-¾t~-'-=---=---'::..::....=---===-;_:_.,;_;,.;:..._-"-"-'-'-'-----1-v ... / ~-► ,._3• NAIL SPACING, TYP. i': i'-t r 3• o.c. {•--+---~ TYP { I .I' NAILING TOP OF' CAP AND FILL HOLE WITH BITUMASTIC MATERIAL 1•111 BOLT (TYP) NOTE: FOR PILE TOP CON~ON REFER TO ~ AND @ CAP SPLICE~ 0 TIMBER PILE 5 PILE TOP CONN. S-2 SCALE: ~ DRIF'T PIN 1 /2" -1 ·-0· CIRCUMFERENTIAL 1 / 4" x 1 1 /2" POLYETHYLENE FOAM SEAL 12x12 PILE CAP PILE STRAP l~ILE & CAP SPLICE I 2· @ CAP SPLICE PER@ TYP. @ TOP & BOT. OF ALL COVERS & AT LONGITUDINAL OVERLAP 4" NAILS PER SPEC. 1"111 x 2rf STEEL DRIFT PIN ----------+ DRILL 1•111 HOLE THROUGH CAP & ff 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 PILE TOP CONN. SCALE: 1/2" = @ 1 ·-0· PILE TOP TREATMENT PER @ F'ILL GAPS UNDER 1" PER W GAPS GREATER THAN 1• ~ PERW ~ PILE TOP TREATMENT PER@ 1"111 BOLT {1YP) TIMBER PILE CAP SPLICE EXISTING SAND (EL. VARIES) CIRCUMFERENCIAL NAILING @ ;r' o.c. f TIMBER PILE CAP STEEL STRAP REO'D PER @ (NOT SHOWN FOR CLARITY) ADJUST LENGTH OF' STRAP ACCORDING TO THICKNESS OF CORBEL. 7/8"0 BOLT EA. SIDE TIMBER PILE CAP TIMBER PILE ff MIN. DRIFT PIN -----1 PENETRATION +--+....,,.tee:. • z ... -::::; AFTER DRIVING 1"111 DRIFT PIN (LENGTH VARIES ACCORDING TO THICKNESS OF BLOCK). DRIVING & TREATMENT PER ffi 3'-0" MIN. 12" WIDE PILE CAP BLOCK (CORBEL) (THICKNESS AS REO'D w/4" MIN.) NO SHIMMING WITH STEEL PLATES, PLYWOOD OR OTHER MATERIALS ALLOWED. NOTE "A" EXIST'G PILE CAP TOP OF COVER EL + 1 O' MIN 3" NAIL SPACING, TYP. 3" O.C. NAILING TYP 3" MIN. LONGITUDINAL OVERLAP z 0 g--L---.L w z w CL z ::::; .,., N -I CL CIRCUMFERENTIAL NAILING @ 3" 0.C. TYP. 3" NAIL SPACING, TYP. - -... , __ UPPER COVER SECTION MIN. LENGTH 14'-0 r EXIST'G SANDLINE (ELEV. VARIES) -+----------- Cl 0 L,J a:: (/) < I G z w _J a:: L,J ~ (.) L,J -' a. 1 ELEV. BEARING PILE REPLACEMENT SCALE: 1/2" = 1·-0· NOTE: DRIFT PIN MAY BE ~ OMITTED PER ENGINEERS APPROVAL. EXTRUDED TUBULAR POLYETHYLENE PILE COVERS S-2 C-3236 TIMBER PILE ---1 PILE COVERS SHALL BE EXTRUDED BLACK POLYETHYLENE PIPE PER SPECIF'ICATION {FLAT SHEET OR CURVED SHEET POLYETHYLENE NOT ACCEPTABLE). COVERS ARE TO BE INSTALLED ON TIMBER PILES PRIOR TO DRIVING. REFER TO SPECIFICATION FOR INSTALLATION. DON HELLMERS ENGINEERING CITY OF NEWPORT DEL MAR CA 619 759-9882 NEWPORT BEACH 6 PILE TOP CORBEL 2 ELEVATION TIMBER PILE PROTECTION "=0"'"""'""c __ ~GR_IFF_ITH-+:'c....,,"',.....---NO_TE---iD BALBOA PIER REPAIRS BEACH CALIFORNIA H-5153-S S-2 SCALE: 1/2" = 1'-Q" S-2 SCALE: 1/2" = 1'-0" 0 oDBkO. 99010~-------------------I S-2 L __________________________________ __:::::::::::_ _________________ _::::::::::._ ___________________________ _j];:~-:-~T~'-"-!loil!H"".;c1L0""'•_"---=-~..,..1'.L/}Bc-;/(._;,7g!.:g'.l ____ .=sT..:.:R..:..U:.C=-T~U:.:R..:..A..::L:......::D:...:E:...T~A.:.:IL:.:S:.._ ___ .12!:sHT~4~0~F....:!J4 I I