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HomeMy WebLinkAboutH_5164_SCITY OF COSTA MESA VICTORIA ST ST c5 ~ -' ID NEWPORT··---·· ffi@]_~_ ~~~~ PIER --···--,-:·-0 PROJECT LOCATION SALB VICINITY MAP NOT TO SCALE SY_MBOL LEGEND -0----POWER POLE Osco SANITARY SEWER CLEANOUT C,SMH SANITARY SEWER MANHOLE ~ FIRE HYDRANT ~ WATER METER BOX & SERVICE □GM GAS METER -------0-----VALVE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE ==== BLOCKWALL PIER OCEAN JOHN WAYNE AIRPORT ABBREVIATIONS AC ASPHALT CONCRETE EXIST EXISTING DIP DUCTILE IRON PIPE NTS NOT TO SCALE STL STEEL ABAND ABANDONED co CLEANOUT (SEWER) EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED WIRE FABRIC DF DOUGLAS FIR S1E SURFACE ONE EDGE ~~ ~.::s ;sa if' CITY OF IRVINE UN\VERS\1'/ ~ TREE IRWC INDEPENDENT WIRE ROPE CORE {J (J SHRUBBERY .,,, -=-= = ASPHALT PAVEMENT ::::::::';::;\:; • .-; BRICKWALK I": · • · :I CONCRETE -r///J/(J BUILDING EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ___ t;_ ___ CENTERLINE ----S----SEWER LINE -----W--WATER LINE ---G-- -GAS LINE --E--POWER LINE -T--TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM :a: STREET LIGHT 7T SIGN I= -=I GARAGE OPENING t::::----=:l 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 COMPANY SBC CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ADELPHIA CABLE UNDERGROUND SERVICE ALERT POLICE DEPARTMENT 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 (800)-611-1911 611 (949)-644-3717 (714)-388-2000 (800)-422-4133 911 911 ---~--- 1-i u GENERAL NOTES 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 DA TE, EXCEPT AS OTHERWISE STATED IN THE CITY'S 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 CONSTRUC"nON. 3. ELEVATION DATUM MLLW=0.00 FT. 4. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING TO VERIFY EXISTING CONDITIONS AND EXTENT OF WORK. 5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, REGULATIONS AND SPECIFICATIONS. 6. MATERIALS SHALL BE IN CONFORMANCE WITH THE SPECIFICATIONS. PUBL][C WORK§ DEPARTMENT 7. DIMENSIONS SHOWN ON DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL DETERMINE THE EXACT DIMENSIONS AT THE SITE. 8. EXISTING LIGHT POLES, BENCHES, FISH CLEANING SINKS AND OTHER PIER APPURTENANCES AND UTILITIES NOT SHOWN. CONTRACTOR TO VERIFY AS REQUIRED, PROTECT AS NECESSARY OCEAN NEWPORT PIER APPROVED: P~ER C=3798 CITY ENGINEER ~624967 LOCATION MAPS NOT TO SCALE AND RELOCATE AND REINSTALL IN ORIGINAL CONDITION IF REQUIRED TO PERFORM CONTRACT WORK. REPA~RS 9. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE ro po so WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 10. CORRELATION OF DRAWINGS 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 BALBOA PIER ~'FESS[ :'{~ R. D,1 .._,,c .... '-I i No. 19111 . 9-30- CIVll. !F' CAL NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS ' SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES OJ INSTALL NEW 2" X 4" TREATED WOOD CROSS BRIDGING TO REPLACE MISSING CROSS BRIDGING. CUT WOOD TO MATCH ANGLE OF EXISTING CROSS BRIDGING AND .INSTALL WITH 3-INCH LONG 20d GALVANIZED NAILS. CONTRACTOR SHALL INSTALL IN THE SAME LOCATION AS THE MISSING CROSS BRIDGING. ' (I] RE-ATTACH EXISTING 2" X 4" TREATED WOOD CROSS BRIDGING WITH 3-INCH LONG 20d GALVANIZED NAILS. CT) INSTALL NEW GALVANIZED STEEL PILE STRAPS PER PILE STRAP DETAIL ON SHEET 11. [TI REMOVE EXISTING AND INSTALL NEW GALVANIZED STEEL PILE STRAP PER PILE STRAP DETAIL ON SHEET 11. II] REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CAP SPLIT, PLACE TROWELABLE EPOXY, FOX INDUSTRIES FX 763, IN SPLIT UNTIL FULL PER MANUFACTURER'S WRITTEN INSTRUCTIONS, INSTALL PILE CLAMP AND TIGHTEN. REMOVE AND DISPOSE OF ANY EPOXY MA TERI AL EJECTED DURING THE CLAMP TIGHTENING PROCESS. IT] INSTALL NEW 4" X 16" TREATED WOOD STRINGER ADJACENT TO #1 STRINGER WITH SIX (6) 3/4" X 11" GALVANIZED STEEL BOLTS, MATCHING EXISTING BOLT PATTERN, WITH GALVANIZED STEEL NUTS AND WASHERS PER STRINGER DETAIL ON SHEET 4. TOE NAIL STRINGER ENDS NOT BOLTED WITH 4-40d NAILS AT EACH END. [zj REMOVE EXISTING AND INSTALL NEW 1" X 18" GALVANIZED STEEL BOLT WITH GALVANIZED STEEL NUT, WASHERS AND SINGLE CURVED 4 1 /8" X 4 1 /8" SPIKE GRID AT CROSS BRACING CONNECTION PER SECTION A ON SHEET 4. [fil REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE SPLIT, PLACE TROWELABLE EPOXY, FOX INDUSTRIES FX 763, IN SPLIT UNTIL FULL PER MANUFACTURER'S WRITTEN INSTRUCTIONS, INSTALL PILE CLAMP AND TIGHTEN. REMOVE AND DISPOSE OF ANY EPOXY MA TERI AL EJECTED DURING THE CLAMP TIGHTENING PROCESS. I]] INSTALL NEW 3/4-INCH GALVANIZED BOLTS, NUTS AND WASHERS IN EXISTING 2" X 4" GUARDRAIL SUPPORT PER GUARDRAIL DETAIL ON SHEET 11. IT2J REMOVE EXISTING LADDER, PREPARE SHOP DRAWINGS, INCLUDING ATTACHMENT REQUIREMENTS FOR 1" STAINLESS STEEL THROUGH BOLTS, CONSTRUCT AND INSTALL NEW STAINLESS STEEL LADDER, BOLTS AND WASHERS FROM APPROVED SHOP DRAWINGS. [ill REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MA TERI AL FROM PILE SPLIT AT TOP OF PILE, PLACE TROWELABLE EPOXY, FOX INDUSTRIES FX 763, IN SPLIT UNTIL FULL PER MANUFACTURER'S WRITTEN INSTRUCTIONS, INSTALL PILE CLAMP AND TIGHTEN. REMOVE EXISTING WRAPPINGS AND WRAP 8 TIMES WITH 5/8" GALVANIZED STEEL CABLE AND AND GALVANIZED STAPLES PER PILE LASHING DETAIL ON SHEET 11. REMOVE AND DISPOSE OF ANY EPOXY MA TERI AL EJECTED DURING THE CLAMP TIGHTENING PROCESS. @) INSTALL SHIMS TO ELIMINATE GAP BETWEEN PILE AND PILE CAP AND PROVIDE SUPPORT PER SHIM DETAIL ON SHEET 11. @J REMOVE EXISTING CROSS BRACING AND INSTALL NEW CROSS BRACING PER SECTION M ON SHEET 9. IE] REMOVE EXISTING DIAGONAL BRACING AND INSTALL NEW DIAGONAL BRACING PER DIAGONAL BRACING DETAILS ON SHEET 9. [§j REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MA TERI AL FROM PILE CRACKS OR CAVITIES, INSTALL #4 REINFORCING BAR, INSTALL FOX SYSTEMS FX 70 ROUND INTERLOCKING JACKET AND POUR FOX SYSTEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. [Ifil REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MA TERI AL FROM PILE CRACKS OR CAVITIES, INSTALL FOX SYSTEMS FX 70 ROUND iNTERLOCKING JACKET AND POUR FOX SYSTEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. [TI] REMOVE EXISTING AND INSTALL NEW 1" X 18" GALVANIZED STEEL BOLT WITH GALVANIZED STEEL NUT, WASHERS AND.SINGLE CURVED 4 1/8" X 4 1/8" SPIKE GRID AT CROSS BRACING CONNECTION PER BENT SECTION L ON SHEET 9. O]j REMOVE EXISTING AND INSTALL NEW 1" X 18" GALVANIZED STEEL BOLT Wl'\fl GALVANIZED STEEL NUT, WASHERS AND SINGLE CURVED 4 1/8" X 4 1/t SPIKE GRID AT CROSS BRACING CONNECTION PER BENT SECTION M ON SHEET 9, O"> " "O i= w w I (fl w -" f-c= / (fl °' <{ Q_ w , °' °' w • Q_ z . <( w , 0 -o , 1/) I ~ CD --------------------------------,{I'? ? °' 0 m °' <( I / O"> ·" ~ '" '" C ry C w / ·o 0 I "' REF: H5155-S· H-5157-• H-5158-S· H-4958-S· H4957-S C-3798 '.;;- ... A~P~PR~O~VA"""L~R~EC~O~M~MEN~DE~D--..... "'il-A~P~PR~O""VA .. L~R~EC~O~M---ME!'."N~DE~D---.....,A""PP~R""ov""A""L""RE""c"'oM"'M""E"'ND"'E_D __ ...,,,REVl"'""'EWE"""D------..... --------------------{I ~ .c: t--""-J..M.u...,, L PRINaPALCIVILENGINEER OCEAN PIER REPAIRS ! R.C.E. NO. 19111 TITLE SHEET w ANSP & DEV SERVICES MANAGER • a, GENERAL SERVIC UTILITIES D!RECTOR R.C.E. NO. 22045 t,:D;:,.:ATE.:.:,;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;.l,.-------------.-------/1§, DATE .'.>tr>kiAA~~ 11 200<-DESIGNED SL DRAWN MGRACIA CITY OF NEWPORT BEACH H-5164-S c..: 1--------+------1 DATE ~(1f a<, I DATE/~Oo CHECKED DATE LO 21 JUL 2006 PUBLIC WORKS DEPARTMENT SHEET 1 OF 11 ¥-------------73' -------------¥--------------------------------180' --------------------------------ii'-'------20' TO BENT@ STAIRS TO LIFEGUARD LIGHT POLE HEADQUARTERS BUILDING ADA RAMP AND BRIDGE TO LIGHT POLE LIFEGUARD HEADQUARTERS BUILDING 5 6 7 8 9 A 10 11 12 13 14 4 4 ALUMINUM PIPE HANDRAIL n LO co -~ ro ro 0 0 co -st- I I: I ro I OC! i"-: 1"'. 1'S!; I "-: I OC! I "'. I "'. 01 01 01 0 0 -N N n n t --N N N N N N N 0 CL UP ~II ::, 2 11 11 0 1,1 \ 11 11 I 1 "' 11 11 11 11 11 "--24' 11 / TYP I I I I I I / I ~ 11 11 11 11 11 11 I 11 ~ 0 11 0 co ro LO -st-r---ro ro ~~ L CX) 0 -st--st- 11 01 01 01 1 0 1 0 N 1 n n n ii ---N 0 N N N N -N N -st-N PIER CLOSURE GATE 11 CX) - 11 -LIGHT POLE NOTE: ro ALUMINUM HANDRAIL EXTENDS co NOTE: 11 -ELEVATION OF DECK SURVEYED 19'-9" NORTH OF BENT(D L[) n BY CITY OF NEWPORT BEACH LO ON 10 MARCH 2000. ELEVATIONS TAKEN 01 -ADJACENT TO RAILING POSTS. ;l UNDER DECK STORAGE AREA UNDER DECK WORKSHOP AREA '1 EXISTING PIER PLAN: BENT NOS 1-14 SCALE: 1" = 1 O' 20' TO -----¥----------------------------------------220' -----------------------------------------,,~------40' -------¥-------20' TO BENT@ BENT@ 15 11 11 I 11 !'--co n N r---n n N 16 11 11 I 11 CX) co n N 0 r--- n N 17 11 I 11 ro r--- n N n co n N 18 11 I 11 co r--- n N CX) r--- n N n co n N LO co n N 20 01 -tj- 1 n N co LO In N I ~\ /BELOW MUDLINE ~r -~ I ONLY '-8:J Q<1:,.J,in3 I eoa.5c.MW 1e~ ,o ?I"'-•· n r--- n N n co n N ...___Sj>\1+ CO..? repc.uv- i5Ef PE.TA!L,, 22 !'-- LO 1n N 0 co n N 23 -r--- In N n -tj- n N EXISTING PIER PLAN: BENT NOS 15-28 o/1 """'E o/1', 7 SCALE: 1" = 1 O' CONSTRUCTION NOTES IJ] INSTALL NEW 2" X 4" TREATED WOOD CROSS BRIDGING TO REPLACE MISSING CROSS BRIDGING. CUT WOOD TO MATCH ANGLE OF EXISTING CROSS BRIDGING AND INSTALL WITH 3-INCH LONG 20d GALVANIZED NAILS. CONTRACTOR SHALL INSTALL IN THE SAME LOCATION AS THE MISSING CROSS BRIDGING. [l] RE-ATTACH EXISTING 2" X 4" TREATED WOOD CROSS BRIDGING WITH 3-INCH LONG 20d GALVANIZED NAILS. I]] INSTALL NEW GALVANIZED STEEL PILE STRAPS PER PILE STRAP DETAIL ON SHEET 11. [I) REMOVE EXISTING AND INSTALL NEW GALVANIZED STEEL PILE STRAP PER PILE STRAP DETAIL ON SHEET 11. rn REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CAP SPLIT, PLACE TROWELABLE EPOXY, FOX INDUSTRIES FX 763, IN SPLIT UNTIL FULL PER MANUFACTURER'S WRITTEN INSTRUCTIONS, INSTALL PILE CLAMP AND TIGHTEN. REMOVE AND DISPOSE OF ANY EPOXY MA TERI AL EJECTED DURING THE CLAMP TIGHTENING PROCESS. NEWPORT P~ER [}J INSTALL NEW 4" X 16" TREATED WOOD STRINGER ADJACENT TO #1 STRINGER WITH SIX (6) 3/4" X 11" GALVANIZED STEEL BOLTS, MATCHING EXISTING BOLT PATTERN, WITH GALVANIZED STEEL NUTS AND WASHERS PER STRINGER DETAIL ON SHEET 4. TOE NAIL STRINGER ENDS NOT BOLTED WITH 4-40d NAILS AT EACH END. I]] REMOVE EXISTING AND INSTALL NEW 1'' X 18" GALVANIZED STEEL BOLT WITH GALVANIZED STEEL NUT, WASHERS AND SINGLE CURVED 4 1 /8" X 4 1 /8" SPIKE GRID AT CROSS BRACING CONNECTION PER SECTION A ON SHEET 4. ~ REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CRACKS OR CAVITIES, INSTALL FOX SYSTEMS FX 70 ROUND INTERLOCKING JACKET AND POUR FOX SYSTEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. NOTE: ALL LOOSE CROSS BRACING OR CROSS BRACING TO BE REPLACED, SHALL BE INSTALLED WITH NEW 1-INCH DIAMETER HOT DIPPED GALVANIZED BOLTS, NUTS AND WASHERS. -st-r--- I"' N --IT] -st- LO n N 25 ro co I"' N -st-r--- n N Ex 1 ;;I. n~ 5\1' cqi::i \Y'1 C)D0<1 con&l'nc(\ "() ~,('..W "o, "\Y "-1-:i:; \116'\0-,\I C Cl o..,-\' E,e,o\. .;l (p • I ro LO B 4 co L[) N co n N n IH----------1----H+----------fH N n N (ONCRET~ BENCH TYPICAL ro co n N C-3798 " ·13 [:' "' E E " ;;; 0 - "' "' 'O "" -" " ~ a:: <( fri a:: a:: Lu 0.. ~ 0 V) I ... "' '° I 3-~ OJ Ct'. <( 3-"' ,,; ~ (I) (I) C 'i5, ~ 0 .--~-~----------...--.----------,.--------------------11~ OCEAN PIER REPAIRS NEWPORT PIER EXISTING PIER PLAN: BENT NOS. 1 -28 ;;, 'O 1: 0 .c ;:!,, 3' OJ J----t--t-----------+--f------.----------li-----------~-------1·!;:,, i-o_A_TE~B_Y~ ____ oE_sc_R1_Pn_oN ____ __L_AP_P'_D. -l-o-Es_1G_NE_o _s:::::cL-1-D-RA_WN_:M::.::GRc::cA::::::CIAc....1 CITY OF NEWPORT BEACH H-5164-S ~ CHECKED DATE 1--------13-REVISIONS LD 21 JUL 2006 PUBLIC WORKS DEPARTMENT SHEET 2 OF 11 ._;__: 42 {O {O . n N 0 r--- n N 8J 29 {O {O n N 4 ~""~'' 1,)(0.~ OV\\"i. ~ OJ n N 30 n OJ n N ~ OJ n N C 4 L 31 OJ n N Ii) OJ n N 0--\ (ls\(l..\\,.A Lo..~5 1"' I i tv cl:- z\w~ 'oc\.\-s. EXISTING PIER PLAN: BENT NOS. 29-41 SCALE: 1" = 1 O' 44 {O n ~ 115 11\-r.6. w<O'l,Qtel {O (D r--- n n n N N N -' fin~ w<o.ww ~ 'A'(\!l. '",,.,~,A (D N OJ r---r---(D n n n N N N EXISTING PIER PLAN: BENT NOS. 42-53 SCALE: 1" = 1 O' NEWPORT 32 OJ r--- n N ~ (L~HT POLE 30' 33 r--- 11) n N 34 CJ) {O n N LIGHT POLE r---r--- n st st n N DENOTES BENCH (£\Nuv '\',\e. ~tr~ 36 Ii) OJ n N r--- {O n N 37 N r--- n N lf) r--- n N 38 EXISTING BENCH TYPICAL CJ) n n N {O {O n N 39 r--- n N 0 lf) n N ® 41 {O n r---{O n n N N G::: 0 OJ {O lf) n n N N LIGHT POLE ){'------------------gg' -6" -------------------¥ Er 47 ~ N {O r---r---Ii) n n n N N N An/, l}fil ii M wnl~?eA W'"'li>e& I 8 ✓ 8 r---r---L (D (D Cl'.) L[) n n N N n N P~ER 49 51 D 4 I I I EXISTING STORAGE SHED/ EQUIPMENT BLDG. WAY crGANG n BELOW PIER [It---- II I 11 I 11 I ----- OJ II Irr------~ 111 :::l I lb-===== Ll. z 0 I 23.53 I I ~ __, _ _j -n- n r--- n N 1 I ---f I I '-----+---l FISHERMANS RESTAURANT =r --+!>--===--=--= L 23.55 L[) n n N [DJ \ill sh, .,,f/\e.d NOTE: ALL LOOSE CROSS BRACING OR CROSS BRACING TO BE REPLACED, SHALL BE INSTALLED WITH NEW 1-INCH DIAMETER HOT DIPPED GALVANIZED BOLTS, NUTS AND WASHERS. n N n N 23.38 80' I I ' 23.10 n (D N N n n N N CONSTRUCTION NOTES IT] INST ALL NEW 2'' X 4" TREATED WOOD CROSS BRIDGING TO REPLACE MISSING CROSS BRIDGING. CUT WOOD TO MATCH ANGLE OF EXISTING CROSS BRIDGING AND INSTALL WITH 3-INCH LONG 20d GALVANIZED NAILS. CONTRACTOR SHALL INSTALL IN THE SAME LOCATION AS THE MISSING CROSS BRIDGING. [}J RE-ATTACH EXISTING 2" X 4" TREATED WOOD CROSS BRIDGING WITH 3-INCH LONG 20d GALVANIZED NAILS. [}] INSTALL NEW GALVANIZED STEEL PILE STRAPS PER PILE STRAP DETAIL ON SHEET 11. [}J REMOVE EXISTING AND INSTALL NEW GALVANIZED STEEL PILE STRAP PER PILE STRAP DETAIL ON SHEET 11. [1J INSTALL NEW 3/4-INCH GALVANIZED BOLTS, NUTS AND WASHERS IN EXISTING 2'' X 4" GUARDRAIL SUPPORT PER GUARDRAIL DETAIL ON SHEET 11. [IQ] REMOVE EXISTING LADDER, PREPARE SHOP DRAWINGS, INCLUDING ATTACHMENT REQUIREMENTS FOR 1" STAINLESS STEEL THROUGH BOLTS, CONSTRUCT AND INSTALL NEW STAINLESS STEEL LADDER, BOLTS AND WASHERS FROM APPROVED SHOP DRAWINGS. [iJJ REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE SPLIT AT TOP OF PILE, PLACE TROWELABLE EPOXY, FOX INDUSTRIES FX 763, IN SPLIT UNTIL FULL PER MANUFACTURER'S WRITTEN INSTRUCTIONS, INSTALL PILE CLAMP AND TIGHTEN. REMOVE EXISTING WRAPPINGS AND WRAP 8 TIMES WITH 5/8" GALVANIZED STEEL CABLE AND AND GALVANIZED STAPLES PER PILE LASHING DETAIL ON SHEET 11. REMOVE AND DISPOSE OF ANY EPOXY MATERIAL EJECTED DURING THE CLAMP TIGHTENING PROCESS. [gj INSTALL SHIMS TO ELIMINATE GAP BETWEEN PILE AND PILE CAP AND PROVIDE SUPPORT PER SHIM DETAIL ON SHEET 11. O] REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CRACKS OR CAVITIES, INSTALL #4 REINFORCING BAR, INSTALL FOX SYSTEMS FX 70 ROUND INTERLOCKING JACKET AND POUR FOX SYSTEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. (ill REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CRACKS OR CAVITIES, INSTALL FOX SYSTEMS FX 70 ROUND INTERLOCKING JACKET AND POUR FOX SYSTEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. " ·u 2 0, E 0, " 'O vi il .c i "' <( (L w "' "' ec! (L z "" w u 0 u, I st '"" ,ii I 3- 15 w '~ 3-0, C -~ '" .s 0, • ~iFSS C-3798 §, ~1)R.D r----r---,-------------,,---,--------..------------------m § ~ ~ s ._, OCEAN PIER REPAIRS ~ I NEWPORT PIER i No. 10111 EXISTING PIER PLAN: BENT NOS .. 29-53 ~ . 9-30-0!7 w i-----i---t-------------,~--¼---~----1------------~-------I;?' CIVI\, t-D_A_TE~-~---D_Es_c_RIP_n_oN _____ ._A_PP_'D.-I--DE_s1_GN_ED _ __cs:::..Le-DR_A_WN__:::.:MG::.::RA_:.:C::.:_ilA CITY OF NEWPORT BEACH ' __ H_-5_1_6_4_-_s--1 ""'E OF ! , "----------------------------------------------------------------------------------------+---L-------R-Evi_s_10N_s _______ Lc-HE-cK_E_o _!;;LD~D-AT.;;f1:_;A:;,::P!;.R ~20~06~...:_:PU:;::B::,:;L::,:IC:.,W:.:,O.:::,R:,;;K:,::S::.;D:;::E;;:,P.:,A::,:R~TM:E~N.:.;T:.,_L.sH_E_Er...:3_o_F..;1~1_J? ~----------24' -----------~------------------40' __________________ _, ~-------------30' ---------------,,: EB- I DF 12x1 2 PILE CAP 1 101 © 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL-- OF 4x16 (TYP) STRINGERS BOLTED THRU CA S WlTH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT -SOL TED, WITH 40d NAILS TYPICAL DF 4x8 BRACES® (TYP) 1-3/4"x11" BOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS OF STRINGERS TYPICAL CONCRETE DECK r-----1"-2' -0" (TYP) 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4,Ys"X 4Ys"SPIKE GRID (TYP) 0 1 710 CD DF 6x16 EDGE STRINGER (TYP) 1-3/4"x11" BOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS OF STRINGERS TYPICAL. .. • ... . "· • 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL DF 4x16(TYP) DF 6x2O EDGE CONCRETE DECK STRINGE_R, (TYP) . .,._ .... I ~-rlh-------,--,lh;---------.-111~-+------,--,lh,----------rllh-------rl hr:::-~ 7 DF 12x12 PILE CAP 1 101 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4)fi''X 4,Ys"SPIKE GRID (TYP) ® 0 STRINGERS SOL TED THRU CAPS WITH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT BOLTED, WITH 40d NAILS TYPICAL DF 4x8 BRACES (TYP) 0 1 710 DF 12x12 PILE CAP NOTE: THREE PILE GROUP AT EAST END OF BENT NO. 47. 1 10 1 DF 4x16 1-3/4"x11" BOLT. 1"x3" SPACER AND WAS~ERS AT LAP JOINTS OF STRINGERS TYPICAL. 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL CONCRETE DECK ~---,1<-2' -0" (TYP) STRINGERS BOLTED THRU CAPS WITH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT BOLTED, WITH 40d NAILS TYPICAL.....-- -=::::s:~t:;::<:::~O--11 " ---+-,i<--+-6' -11 " --1r 1" X 18" BOLT & WASHERS WITH SINGLE CURVED DF 4x8 BRACES (TYP) " 4,Ys"X 4,Ys"SPIKE IA\ 0 fi\ GRID (TYP) ~ \::...J \V 0 DF 6x16 EDGE STRINGER (TYP) ' 1 710 CD 4 PILE BENT (BENT NOS. 1-25) NOTE: ALL PILES PLUMB ON BENTS NO. 1-9 C9 0 0 ® 6 PILE BENT (BENT NOS. 26-28) CD (9 ~~El:~~ =B;NT (BENT NOS. 29-47) DF 12x12 PILE CAP FENDER PILE~ L L IFEGUARD- ADDER SCALE: 1" = 4' SCALE: 1" = 4' ,, 55' , I': 2 X 4 BRIDGING ' 1 DF 6x2O 20d GALVANIZED NAILS 1-3/4"x11" BOLT. 1"x3" SPACER l DF 4x16 (TYP) -TYPICAL'~ AND WASHERS AT LAP JOINTS OF r CONCRETE DECK (TYP) -,, , 2' -0" (TYP) STRINGERS TYPICAL. , , .. .. . . . . .. -~ ~~ -wr . . . . . ' ~~/ ,> I I j 2=, h DF 4x8 " . '~,STRINGERS SOL TED THRU CAPS ~ WITH 3/4"X30" BOLTS AND ~ .---BRACES WASHERS WHERE SHOWN. TOE ~ (TYP) NAIL STRINGER ENDS NOT SOL TED, WITH 40d NAILS z ---1---.... -------------= 0 ~~~ TYPICAL '~ r------....._ --- ' ~·~ -i.-----r..--------:-----... "--:,... t -------::::: : i -r-!... :::::----.... ~ ~ ~ -~ -~ J 0 a ~,i 0 GANGWAY/ \ , / l, 7'-10" I, 4 SPAC s :ll 7' -9" t, 6'-11" I, 6'-11" , 'I 'I , , , ' ~ ~ • I iJ ·, 1 710 ~ -~ 1,, 7 DF 6x2O EDGE STRINGER (TYP) LIFEGUARD PLATFORM 18" BOLTS & WASHERS WITH SINGLE CURVED -:, I I ! ® @ ·® ,. '" ' - " .. .. . ... ' i~ _.J;-4},. lff_~.,4!.b~Splkes;SIE .. ' •. I i ' s/2 • . 4·:,,1"".,.zz!.oN S/"E. ' 11 @ ;,,-r:1;;.;,<13 &!v.tJdls,.;;nd~sk~. I I I I r-,.t?;J~r.:s. G;../6-,, 20 "O ".s~e. r" · ., o-i •7 I I i , ' =--~ 20'-o'' STRINGER DETAIL NOT TO SCALE .. -···. ' . . @ \© ®' ®· "m == -~ i > ® I @! , \ \ \ . L 0 (.) 2 0) --.,.___ .,.__ .,.___ =---b-.,.__ ..,._.) 4,Ys"X 4,Ys"SPIKE GRID (TYP) E = (j) FENDER--·, PILE 3 CD /'(el'LA<-e. E-J<J;!,TJ;iJI.,, C,o~r~ W:Z:T/! t..O/J~E:tt. l',oLTS T, bO THII.IA /JEvJ 'f''d~ ''1 Ex:,,,;rxJJ& $T><IJJ/,E.I(. 1ttJO, $T/;li:.L fLATf., E 0 sj- 0 O'> ,-{'----------------------------------------80' ---------------------------------------7'"~ II) /:.OGE. STRT-ti&Ef{ R_E-fM/?. DF 4x16 (TYP) . . DF 6x20 (TYP) 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL 1-3/4"x11" BOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS OF STRINGERS TYPICAL CONCRETE DECK DF 6x2O EDGE STRINGER (TYP) l'---.1::t--r------,-,tt-r.------,r-Hh:,;-------,-,---tt-rr--+----7!-l-b-c------rtt--.-------r'c::f-t-~-------,rrl+--r.----_.._--=--=-::..,,,,-,:R"------,,-J+,-,--------,,-l:lm,--.l1-• ___ l_,__ DF 12x 1 2 PILE CAP STRINGERS BOLTED THR~ CAP) WITH 3/4"X30" BOLTS ANDI WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT 0) ;s "CJ '<I' .,_, Q) Q) .c ;:J, GANGWAY DF 4x8 BRACES (TYP) SOL TED, WlTH 40d NAILS TYPICAL SEWAGE LIFT STATION 1" X 18" BOL S & WASHERS WITH SINGLE CURVED 4,Ys"X 4,Ys"SPIKE GRID (TYP) STAIRWAY LIFEGUARD PLATFORM ,1 f i' I I I I I I ol I I I I I I I I 1 76 NOTE: DIMENSIONS OBTAINED FROM 1939 DESIGN DRAWINGS, PLAN NO. 406, FILE NO. H-4958-S AND FROM • FROM DECK RECONSTRUCTION PLANS. FIELD VERIFY EXISTING DIMENSIONS AS REQUIRED. I J---t---\---7 BATTER PILE (f) 0:: ~ 0.. w 0:: 0:: w 0.. z ~ w u 0 (f) I sj- (D ~ ID I ? 0:: 0 m 0:: ~ ? ~ 7' -1 O" ---if--------------------------8 SPACES @ 7' -9" ---=-----------------------+----7' -1 O" --,;- @ @ ® ® 0 ® ® © 0 0 CD NOTE: HEADERS; 3"X16" S1E, INSTALLED AT ALL EXPOSED ENDS OF STRINGERS. TRANSVERSE SWAY BRACING OMITTED ON OUTER BENT. 0) C ·c:: Q) Q) C 0) C 11 PILE BENT (BENT NO. 49) C9 SCALE: 1" = 4' NEWPORT ~ 0 0 C-3798 ~ ,----,.----,-------------,---r--------..--------------------a;;-"CJ Q) L OCEAN PIER REPAIRS _g NEWPORT PIER -? EXISTING PIER SECTIONS ~ i-D-A-TE-i--BY--1------------;-A-PP-,D-. t-D-ES-IG-NE-D---,-,-DR-AWN---+-------------,--H-1-6--S---a ~ DESCRIPTION SL MGRACIA CITY OF NEWPORT BEACH -5 4-2l -~~~----R-E-VIS-IO-NS-----~--C-HE-C-KE_D __ LD-+-DA_1¥_7_A-PR_2_00_.6 PUBLIC WORKS DEPARTMENT SHEET 4 OF 11 ? -------------------------------------------------------------------------------------------,---...._..,... _______________ __., ___ .,_,..,_;;,;,,_,.,..__,..a.. ___________ .._ _____ LL DF 4"x8"x4' -0" SLICE BLOCK BELOW (TYP) DF 4x16 STRINGER (TYP) 3/4" THRU BOLT, 45° WASHER, N0.2, 4" SPLIT RING (TYP) DF 6x20 EDGE STRINGER (TYP) FENDER PILE BENT NO. 50 ONLY 1-3/4"x11" BOLT. 1"x3" SPACER 2 X 4 BRIDGING AND WASHERS AT LAP JOINTS OF 20d GALVANIZED NAILS STRINGERS TYPICAL. TYPICAL DF 6x20 DF 4x 16 (TYP) LONGITUDINAL EXPANSION JOINT ~.----~~---+-~r--,-,--,,--,-,------,-,-~-r---,---~.-.-,-~~-.---.r-.-~-.--~--~--~~ 1 \ -........_DF 12x12 PILE CAP .. 7'-10" @ @ \__ STRINGEts BOLTED THRU CAPS WITH 3/4"X30" BOLTS AND I WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT BOLTED, WITH 40d NAILS TYPICAL DF 4x8 BRACES (TYP) 7' -9" -------+-------------12 SPACES @ 3' -1 1" ± ----------+--------,/'---7' -9" ----,l<---7' -1 O" _ ___,,, ®@®®0®®0 15 @ @ @ 2 BENT NO. 50 ONLY G 17 PILE BENT BENT NO. 50-51 BENT NO. 50 ONLY SCALE: 1" = 4' 1 !710 G) 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4Ya" X 4Ya"SPIKE GRID (TYP) di~ PIER ,F,_ _________________ 40' _________________ ________,,, .E------------------40' -------------------r PIER I I I I I DF 6x20 (TYP) 1-3/4"x11" BOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS OF 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL STRINGERS TYPICAL. ( STRINGERS BOLTED 0 THRU CAP WITH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT BOLTED, WITH 40d NAILS TYPICAL CONCRETE DECK DF 4x 16 (TYP) 2' - 0 " (TYP) -------r .. DF 4x8 BRACES (TYP) 7' -9" (TYP) ---7' -1 0" -------j ® 0 0 H 11 PILE BENT HALF SECTION SCALE: 1" = 4' \ ® BENT NO. 52 DF 12x12 PILE CAP G) DF 6x20 EDGE STRINGER (TYP) DF 12x12 PILE CAP DF 6x20 EDGE STRINGER (TYP) BATTER PILE._--~--, 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4Ya" X 4Ya"SPIKE GRID (TYP) --..LC ---L --"= --- y 4x16~ f-- f-- RINGER DF ST (TY j \ \ DF 6x8 DIAGONAL BRACE (TYP) 3/4"¢ x 12" LAG BOLT AND WASHER (TYP) 3/4"¢ x 12" LAG BOLT .__-t+-t-+-AND WASHER (TYP) P) I ~ ~ ~ --~ --~ L V v· V ~- ~ / ~ - - -f-- L "= ---f-- L L L '\. ¥-----------------39' -2"+ ---------------~.r 1" f I I I I I I I I I lo I I I I DF 4x16 (TYP) 1-3/4"x11" BOLT. 1''x3" SPACER AND WASHERS AT LAP JOINTS OF STRINGERS TYPICAL. 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL STRINGERS BOLTED THRU CAP WITH 3/4"X30" BOLTS AND I WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS -NOT _....v BOLTED, WITH 40d NAILS" TYPICAL CONCRETE DECK 2' -0" (TYP) _,____, oe;>-1-.i.t----7'-10" -----t--t-t--7'-9" (TYP) DF 4x8 BRACES (TYP) (9 ~ ~ ~ ~ - f-I -1/ ~ V _;) -- ---- - ® 0 0 ® 11 PILE BENT HALF SECTION (BENT NO. 53) SCALE: 1" = 4' t PIER I I/ I I I ~ I - - ~ I'---= I - - I ~ ~ I I I ~ -~ I'\ ~ ' ..LC --IL I -- I I I I -f-- --f-- -~ .~ ~ -~ ~ -- --- L -- - ..LC -r-- ---->.--cc ---~ ~ ~ ~ ~ .V ;) V ~ I~ 1 ..LC r---r-r- -V,; -"= ~ -r-r- ~v '\. 1/ G) -r - ~ v _j f-- f- f-- OF 12x12 PILE CAP 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4Ya" X 4Ya"SPIKE GRID (TYP) I""" ~ ---D --- V / ~ / ------/j. ------,.. DF 1/ - -~ f.= L - -~ I'= 3 4 0 u 0 L "' E E 0 I") 0 0) <D /4"¢ THRU BOLT, f 5· WASHER, N0.2 Z ' SPLIT RING (TYP) 8 4' 6x "' 3 'D II) ~ Q) 8 DIAGONAL BRACE ~ (TYP) 1 DF 12x12 PILE CAP 0:: -< 0.. w 0:: 0:: w 0.. z -< w 0 0 (J) I sj- <D ~ L{) I :r: ........ 0:: 0 OJ 0:: -< 3- "' C ·;:: Q) Q) C "' C C) LONGITUDINAL DIAGONAL BRACING DETAIL (BENT NOS. 18-25) LONGITUDINAL DIAGONAL BRAC,ING DETAIL BENT NOS. 49-53 ,';!- 0 0 -< SCALE: 1" = 4' ·SCALE: 1" = · 4' NEWPORT P~ER ..... ¼! ~~OfESSf :{ll R. D4 o. 19111 xp. 9-30-0;7 crvn, ~ OF CA\.\1Cl C-3798 0 ........ 'D ,------,--,-----------.....---r---------.--------------------a~ OCEAN PIER REPAIRS NEWPORT PIER EXISTING PIER SECTIONS 0 .L ? OJ 7 (I) L i--------i---;------------+--+-----..-----t-----------~-----g; DATE BY DESCRIPTION APP'D. DESIGNED SL DRAWN MGRACIA CITY OF NEWPORT BEACH H-5164-S 3- i---~-~----------~-+--'-----+-------' REVISIONS CHECKED LO DA"I7 APR 2006 PUBLIC WORKS DEPARTMENT SHEET 5 OF 11 ~ 2 ::J ~ s: _J _J 2 f-w w L,_ z 0 +30 - +20 - +10 - 0 - cp I --------- c--- ----------------I-----"" ----I..---- 10 15 20 25 30 35 40 45 ~ DENOTES BENT NUMBER 50 I~---TOP OF EXISTING DECK _______ ______,,-------t--,---,--,--,--t----,-,-------,--,----j---,-------,-,----,--+---,---.---,---,----t--.---,--.---,,--l--.--,--,---,--+---,--,---,--,----+-,-------.--'''-, ___________ ~\,._2.4'± I-----"" ------, ------~ -r---.-,----.---~------------ ---~ -t--+-+---r-IX) + ~-+------TOP OF EXISTING PILE f-+---t=~=!---"'1b-+--+-+-+---1f-+4-+-+---1f-+--+-+-+---1~+--+-+-+---1i-+---+-+-+---1--!----t--+---+----i--l----t--+---+----i--l----t--+---+----i--l---+--l----TOP OF PILE WRAP FOR PILES --------~ co I , ____ , ----i----.. ---------+---+--- N +---+--+---+--+---+---+---+--> ----1--l " MLLW ~ -10 -IX) APPROX. MUDLINE AS OF DECEMBER 1999. DEPTHS VARY DAILY AND w _J w -20 - TIP PILE ELEV LENGTH TIP PILE tj- N I ,---t--~-SEASONALL Y. SEE BOTTOM PROFILES FOR HISTORICAL RANGE OF MEASURED PROFILES. -18.5 40 ELEV LENGTH '=l'===i===i==t->---MIN BOTTOM ELEVATION OF PILE WRAP FOR PILES -30 - -23.5 45 TIP PILE ELEV LENGTH -28.5 50 -40 - TIP PILE ELEV LENGTH -33.5 55 TIP PILE ELEV LENGTH -50 --38.5 60 TIP PILE ELEV LENGTH -43.5 65 TIP PILE -60 -ELEV LENGTH -53.5 75 PILE LOCATION PROFILE SCALE: 1 "=1 O' (VERTICAL); 1 "=50' (HORIZONTAL) +20 ---.---------lr---------t-1---------,.-l-------~l-------7 1--------r--l-------.-l---------,.-I-------~,---~ z 0 ~ _J w +10 - 0 - -10 - -20 - -30 - . . . . . . . . . . I . . . . . . . . . . . I . . . . . . . . . . . . I . . . . . I . . . . . . . . . . . . . I . . I . . . . . . . . . . . . . I TO 1999 . . . . . . . . . . I . . . . . I . . . . . . . . . . . . . I -..._ -..._ - -40 ~-------~------~-------~------~-------~-------~------~-------~------~---~ 0 BENT NUMBER BOTTOM PROFILES NEWPORT P~ER SCALE: 1 "=1 O' (VERTICAL); 1 "=50' (HORIZONTAL) DENOTES TIP ELEVATION OF EXISTING PILES AS SPECIFIED ON SHEET 1 OF CONTRACT NO 407 PLANS, DECEMBER 1939 C-3798 O> 3' -0 "' ~ "' "' _c '.:J, (/} Q'. :;;; Eb Q'. ffi a.. ~ w (J 0 (/} I ... "' "' I 7 "' 0 "' ~ 7 O> C ·c: "' "' ·"' en C ;;!- 0 .------.---,.-------------,,...---.--------....-------------------11~ OCEAN PIER REPAIRS NEWPORT PIER PILE PROFILE :3---0 ~ 0 ..c r O'.J ~ l------l--+--------------jf----J-----,,-----1-----------,--------J "' t-□-A_TE~B_Y~----□-Es_cR_1P_11_0N ____ ---"L.AP_P_·o.-+c-□E~s1~GN~ED-_;;s~L '-□R_A_WN_;Mc:..:Gcc.RA-"'c1'-'-IA CITY OF NEWPORT BEACH f--_H_-5_1_6_4_-S_--i j RE\>1S10NS CHECKED LO DA17 APR 2006 PUBLIC WORKS DEPARTMENT SHEET 6 OF 11 G..: 1 11 <D {.() LIGHT POLE 11 -sj-r--- (0 24' TYP 11 <D -sj- r--- r----sj- r--- 4 11 N (X) O'.) EXISTING LANDSCAPED AREA, RESTROOMS, BICYCLE RACKS, ETC. RAMP j 5 11 LO (X) (X) ~__, NOTE: ELEVATION OF DECK SURVEYED BY CITY OF NEWPORT BEACH ON 1 0 MARCH 2000. ELEVATIONS TAKEN ADJACENT TO RAILING POST. EXISTING PIER PLAN: BENT NOS. 1-16 SCALE: 1" = 10'-0" 19 ~ 0 m <D n n -sj--sj--sj- N N N • (' /~ 0.,~'::'i I \J cc,('oe\ ~m I ::=-I 11 I 11 11 11 • -sj--sj-m -sj-N LfJ -sj--sj--sj-N N N ~ <D -sj- N 0 <D -sj- N EXISTING PIER ELEVATION: BENT NOS. 17-31 SCALE: 1" = 10'-0" l:xt ~"".) s't<ecv \!\ ~oo& OJ'i\0.1ttoi\. a,o. (lr)r ,n<,W\ <D (le.W S'(O,.", LfJ -sj-N -sj-r--- <D ~ 11 LO m -sj-L() m STAIRS 7 11 0 n 0 N -,. 8 11 (X) m 0 N LO m 0 N LIGHT POLE n r--- N. 0 r--- N EXISTING LANDSCAPED AREA AND PARKING LOT 11 -sj- N N n N N BENTS TO 1 O; PILES 2, 3, AND 4 N n LfJ <D {.() N I~ -sj--sj-N N N @l @I f\c\(\e.Q {.() LfJ 0 LfJ <D n ~'TYP -sj-<D -sj-N N Ex\51,."~ '17,\e.. 5"""I ~1io<1., c.,l \'\~\-r~\r.c.e. WY~ n 11 01\\'-I <D -sj-N -sj-I <D CJ) 0 LfJ -sj-N r----sj- N N • st n ~ \_ fXl'c,1-\!\':'.) eo<'tie\ LO <D -sj--sj-~ N N die\~-\-ne.4 s\\,l'l'I">· CONSTRUCTION NOTES BA[LBOA [Ij INSTALL NEW GALVANIZED STEEL PILE STRAPS PER PILE STRAP DETAIL ON SHEET 11. [}J REMOVE EXISTING AND INSTALL NEW GALVANIZED STEEL PILE STRAP PER PILE STRAP DETAIL ON SHEET 11. []] REMOVE ALL LAI TEN CE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CAP SPLIT, PLACE TROWELABLE EPOXY, FOX INDUSTRIES FX 763, IN SPLIT UNTIL FULL PER MANUFACTURER'S WRITTEN INSTRUCTIONS, INSTALL PILE CLAMP AND TIGHTEN. REMOVE AND DISPOSE OF ANY EPOXY MATERIAL EJECTED DURING THE CLAMP TIGHTENING PROCESS. I]] REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE SPLIT, PLACE TROWELABLE EPOXY, FOX INDUSTRIES FX 763, IN SPLIT UNTIL FULL PER MANUFACTURER'S WRITTEN INSTRUCTIONS, INSTALL PILE CLAMP AND TIGHTEN. REMOVE AND DISPOSE OF ANY EPOXY MATERIAL EJECTED DURING THE CLAMP TIGHTENING PROCESS. [j]] REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CRACKS OR CAVITIES, INSTALL #4 REINFORCING BAR, INSTALL FOX SYSTEMS FX 70 ROUND INTERLOCKING JACKET AND POUR FOX SYSTEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. [0 REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CRACKS OR CAVITIES, INSTALL FOX SYSTEMS FX 70 ROUND INTERLOCKING JACKET AND POUR FOX SYSTEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. [j] REMOVE EXISTING AND INSTALL NEW 1" X 18" GALVANIZED STEEL BOLT WITH GALVANIZED STEEL NUT, WASHERS AND SINGLE CURVED 4 1/8" X 4 1/8" SPIKE GRID AT CROSS BRACING CONNECTION PER BENT SECTION L ON SHEET 9. ~ REMOVE EXISTING AND INSTALL NEW 1" X 18" GALVANIZED STEEL BOLT WITH GALVANIZED STEEL NUT, WASHERS AND SINGLE CURVED 4 1/8" X 4 1/8" SPIKE GRID AT CROSS BRACING CONNECTION PER BENT SECTION M ON SHEET 9. I t,1 11 n <D -sj- N 11 0 LfJ -sj-N N n N {.() 0 n N L 9 11 O'.) <D -sj-N O'.) LfJ -sj- N 12 m (X) n N n N [:X\'f,1'.~ V I I~ Sn'"'\' m ~co6 ro!\&.\w/\ .,:,11:I \'\Ot' <ej>\<1.ce. • ~~.,\ ooy r---<D -sj-N ~ m I{) -sj-N N -sj- -sj- N {.() n -sj- N 29 ~ CX\S-li"~ 5~ "' 300J: (.OM, ,h!X\. 5<'1-;h" '\ .,..-. '51'(~~ "' i 00 11 LO'i\c\.\ o(\. AM wr~vi«\ ~ <D -sj- N 14 11 <D LO -sj- N LfJ LfJ -sj- N L 9 L r---<D -sj- N 11 11 n {.() -sj-N 15 11 0 -sj- -sj- N (X) n -sj- N wr~\el) 11 15 ~ I 15 11 r--- LfJ -sj-N 00 lD ~ N 16 (X) LO -sj- N en LfJ -sj- N 20' TO BENT@ 0 u 0 ,__ 0) E E 0 N LO 0 ,:,-, l< "O r--: ~ (!) (!) ..c ~ (/) 0::: <C Q_ w 0::: 0::: w Q_ z <C w (.) 0 (/) I ..;- (D ~ P~ER LO I 3-0::: 0 (Il 0::: <C NOTE: ALL LOOSE CROSS BRACING OR CROSS BRACING TO BE REPLACED, SHALL BE INSTALLED WITH NEW 1-INCH DIAMETER HOT DIPPED GALVANIZED BOLTS, NUTS AND WASHERS. C-3798 3-,:,-, C ·.:::: (l) <l) .!: 0) C ~ 0 0 <C (.) .-----,---,------------,,--~--------...------------------1~ (!) ~ a j OCEAN PIER REPAIRS 65 BALBOA PIER 3 N~·g:9JJ~017 EXISTING PIER PLAN: BENT NOS. 1-31 _; [gj INSTALL SHIMS TO ELIMINATE GAP BETWEEN PILE AND PILE CAP AND PROVIDE t-----t---+---------------,f------1,---~----t------------~-------1['.: SUPPORT PER SHIM DETAIL ON SHEET 11. :~o ,__0A_TE~_BY~ ____ 0_Es_c_RIP_TI_oN _____ ~A-PP_'0·......_0E_si_cN_ED_--'s=L,_0R_A_v.N_M=G---RA ___ c1__.A CITY OF NEWPORT BEACH 1--_H_-5_1_6_4_-S_-I ~ -------------------------------------------------------------------------------------------.!--------R-EV1_s_10N_s _______ L.c-HE-cK_rn_..;L:;:;,D.1..o-ATE,;,,:27..,:A~PR,:_2;;;:0;;;;06;.i_..;P..;U;.;;B;,;;;L;.;;IC..;W.;_O;;,,;R.;;K.;.;S;.;D;.;;E.;.P,;_A..;RT,;_M..;E.;_N..;T.....J_sH_EE_r_7 __ o_F_1_1..1C 33 34 35 11 co N st N LIGHT POLE 24' 15 11 I"'- st N 40' I 11 N LO st N M 9 EXISTING PIER PLAN: BENT NOS. 32-47 SCALE: 1 " = 1 O' -0" CONSTRUCTION NOTES [TI REMOVE EXISTING AND INSTALL NEW GALVANIZED STEEL PILE STRAP PER PILE STRAP DETAIL ON SHEET 11. rn REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CAP SPLIT, PLACE TIROWELABLE EPOXY, FOX INDUSTRIES FX 763, IN SPLIT UNTIL FULL PER MANUFACTURER'S WRITTEN INSTRUCTIONS, INSTALL PILE CLAMP AND TIGHTEN. REMOVE AND DISPOSE OF ANY EPOXY MATERIAL EJECTED DURING THE CLAMP TIGHTENING PROCESS. [Ij REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE SPLIT, PLACE TROWELABLE EPOXY, FOX INDUSTRIES FX 763, IN SPLIT UNTIL [ill FULL PER MANUFACTURER'S WRITTEN INSTRUCTIONS, INSTALL PILE CLAMP AND TIGHTEN. REMOVE AND DISPOSE OF ANY EPOXY MATERIAL EJECTED DURING THE CLAMP TIGHTENING PROCESS. REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE SPLIT AT TOP OF PILE, PLACE TIROWELABLE EPOXY, FOX INDUSTRIES FX 763, IN SPLIT UNTIL FULL PER MANUFACTURER'S WRITTEN INSTRUCTIONS, INSTALL PILE CLAMP AND TIGHTEN. REMOVE EXISTING WRAPPINGS AND WRAP 8 TIMES WITH 5/8" GALVANIZED STEEL CABLE AND AND GALVANIZED STAPLES PER PILE LASHING DETAIL ON SHEET 11. REMOVE AND DISPOSE OF ANY EPOXY MATERIAL EJECTED DURING THE CLAMP TIGHTENING PROCESS. fill INSTALL SHIMS TO ELIMINATE GAP BETWEEN PILE AND PILE CAP AND PROVIDE SUPPORT PER SHIM DETAIL ON SHEET 11. O] REMOVE EXISTING CROSS BRACING AND INSTALL NEW CROSS BRACING PER SECTION M ON SHEET 9. [I±] REMOVE EXISTING DIAGONAL BRACING AND INSTALL NEW DIAGONAL BRACING PER DIAGONAL BRACING DETAILS ON SHEET 9. ~ REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CRACKS OR CAVITIES, INSTALL #4 REINFORCING BAR, INSTALL FOX SYSTEMS FX 70 ROUND INTERLOCKING JACKET AND POUR FOX SYSTEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. ~ REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CRACKS OR CAVITIES, INSTALL FOX SYSTEMS FX 70 ROUND INTERLOCKING JACKET AND POUR FOX SYSTEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. [IT] REMOVE EXISTING AND INSTALL NEW 1" X 18" GALVANIZED STEEL BOLT WITH GALVANIZED STEEL NUT, WASHERS AND SINGLE CURVED 4 1/8" X 4 1/8" SPIKE GRID AT CROSS BRACING CONNECTION PER BENT SECTION L ON SHEET 9. 0 <O st N 36 DENOTES FISH SINK Sy\i C,('._ 1\\t, W\~V\. Wft\:y• st <D st N 37 38 L 9 BALBOA LIGHT POLE 39 st <D st N 41 sL...___..,f></'d..-~t2 UmLfD ~ lf\S-W..O LIGHT POLE TRASH ENCLOSURE-~~ LIFEGUARD RING ----.. ~-------------79'-6" --------------ii' 43 44 46 47 0 LO <D st 0 n LO /o'V>,")/l,/ n N LO s:t-st st s:t-st ~N:..:_ _____ ~~N'.__ _____ -J!+_N:__ _____ -J±l.:C.::N'-------4::1 N 11 11 111 l1I ~ APPROX. LIMIT ~ OF 2nd STORY 11 OVERHANG 11 ffi 11 24.63 ~------'+'---24.50 hl ~ APROX. LIMIT 111 1st FLOOR FOUNDATION ~ PLAN RUBYS 11 DINE ffi 11 11 11 ii ii ~\15eM=~~~ LIGHT POLE DENOTES CONTINUOUS BENCH DENOTES TELEPHONE STAND L..L24-.4-4-----'---~~~---'24.55 P~ER NOTE: ALL LOOSE CROSS BRACING OR CROSS BRACING TO BE REPLACED, SHALL BE INSTALLED WITH NEW 1-INCH DIAMETER HOT DIPPED GALVANIZED BOLTS, NUTS AND WASHERS. LIGHT POLE co st N 11 ~ 11 N n st N N 9 ~ N <O st N n st st N 11 N n st N .2 '-' 2 c:n E E 0 ~ 0 c,, " --c, ro -Q) Q) ..c ~ <J) "" <t: 0.. w "" "" w 0.. z <t: w 0 0 <J) J-<D ~ LC) I 7 "" 0 (l) "" <t: 7 c,, C .}ii Q) C c:n C y 0 C-3798 ~FF.SS ~ ;'\-OR.D .----.---,-------------,---.---------------------------1;;:;, ~ ~ .., .., OCEAN PIER REPAIRS 0 I BALBOA PIER t N~·9:~~o:T PILE REPAIR PLAN _; i-----------i-----r----------------,---t-----,----l--------------------1rn :~ i----DA_TE~_BY~ ____ o_Es_c_R1P_T1_0N _____ ~A-PP_'o-f. -ocDE=s1=GN=ED----'s=L1-DR_A_WN_Mcc.:G-"'RA-'-'-c1'--'--IA CITY OF NEWPORT BEACH H-5164-S ~ -----------------------------------------------------------------------------------------.L...-------R-Ev_,s_ioN_s ______ .....JL.C-HE-cK_rn_~L~DJ.D-ATE~27.:,.A~PR;:,_z~o:;;;os:.L...:P:..:U::B::L:,:IC:.,:W~O::,:R,:K,:S:.:D::E::.P.:.:A:.:,RT.:,:M:;:E::,N:.:T.....J:sH:EE=T=8~==o=F=1=1~f JL-----------24' ---------------,1' ®- I DF 12x12 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL-----.._ DF 4x16 (TYP) PILE CAP 1 10 1 0 DF 4x8 BRACES® (TYP) 1-3/4"x11" BOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS OF STRINGERS TYPICAL. CONCRETE DECK ,,___,,_ 2' -0" (TYP) 1 " X 1 8" BOLT 0 & WASHERS 1 710 ® WITH SINGLE CURVED r.j'\ 4)a''X 4,½i"SPIKE \__'__) GRID (TYP) DF 6x16 EDGE STRINGER (TYP) 4 PILE BENT BENT NOS. 1-21 • 25-32· 36-42 SCALE: 1" = 4' ct_ I ~-----------------40' -----------------,f' 2 X 4 BRIDGING 20d GALVANIZED NAILS AND WASHERS AT LAP JOINTS OF DF 4X 16 TYP 1-3/4"x11" BOLT. 1"x3" SPACER TYPICAL ( ) DF 6x20 EDGE ®-,,__---,,,-?'-O" (lYP) sm=s ~= CONCRETE DECK 7ER (TYP) r -.---, 1-r------rll~.--------rllh--+-----rllrr--------,-111-.------------.-1 I-.-:;----' DF 12x1 2 PILE CAP 1 10 1 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4Ys"X 4Ys"SPIKE GRID (TYP) M -+-r+-_,,. 7' -8" --+-,1<-1-- 0 STRINGERS BOLTED THRU CAPS WITH 3/4"X30" BOLTS AND WASHERS WJ-IERE SHOWN. TOE NAIL STRINGER ENDS NOT BOL TEO, WITH 40d NAILS TYPICAL DF 4x8 BRACES (TYP) ® 0 0 ® 6 PILE BENT BENT NOS. 22-24· 33-35 SCALE: 1" = 4' 0 1 710 CD NOTE: DIMENSIONS OBTAINED FROM 1939 JL------------------------------------80' ------------------------------------DESIGN DRAWINGS, PLAN NO. 406, FILE NO. H-4958-S AND FROM DECK DF 4"x8"x4' -0" SPLICE BLOCK BELOW (TYP) DF 4x16 STRINGER (TYP) 3/4" THRU BOLT, 45° WASHER, N0.2, 4" SPLIT RING (TYP) DF 6x20 EDGE STRINGER (TYP) ~ .---,~ FENDER PILES BENT NOS. 44 AND 45 ONLY I I , ' I ' , q;_ ,PIER ; I ' ' DF 4x16 (TYP) 2 X 4 BRIDGING 1-3/4"x11" BOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS OF STRINGERS TYPICAL. 20d GALVANIZED NAILS TYPICAL DF 6x20 ~ 7' -9" (TYP) -----r ~TRINGERS BOLTED THRU CA 111TH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT BOLTED, 111TH 40d NAILS TYPICAL 0 ® @ ® ® 11 PILE BENT BENT NOS. 43-47 DF 12x12 PILE CAP DF 6x8 DIAGONAL BRACE (TYP) DF ST 4x16_/ RINGER ( TYP) 1 ~ I~ SCALE: 1 " = 4' I ~ -.,.= ~ t---I'= e y 3/4"¢ x 12" LAG BOLT AND WASHER (TYP) I~ 1~- K v 1---h) 1---~ I'= C N ['.,_ ~ 4 - - -t--f-- ~ -1--1--t--f--v V .v j V ~-v V f---i--t--f--f-- ~ -1---t--f--f-- ~ / .,.= ' ' ~ '= ~ ~ ---,,-- CONCRETE DECK DF 4x8 BRACES 0 (TYP) 0 q;_ PIER ---- "" ---- ~ -~ I'~ ~-~ ~ • I t" ' --t--I -1t I ---t-- I I I I I ' I I . - -~ ~ f- 2 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4Ys"X 4,½i"SPIKE GRID (TYP) 1---- 1----e e ~ ~ -I f-- I -t/ - V: 1/ .,.= I'= .,.= I'= - ~ - ~ V f-- ~ f-- I'-- 1 ~10 " CD 1--f---f-- v .V f--- f--f-- RECONSTRUCTION PLANS. FIELD VERIFY EXISTING DIMENSIONS AS REQUIRED. NOTE: THREE PILE GROUP AT EACH END OF BENT NOS. 43 AND 47 . DF 12x12 PILE CAP I~ t--f---1-- ~ t--f---1-- V ~ i--------- ~-v _j v t---1--1-- ,- t----1-- " ~ ~ =:J I "t / ------"'-DF r ~ I'= 3/ 4"¢ THRU BOLT, ASHER, N0.2 LIT RING (TYP) 45· W 4" SP 6x8 D IAGONAL BRACE TYP) ( 12x12 PILE CAP 0 u 0 L O'> E E 0 0 0 0, O'> 3: 'D 0, ...., (I.) Q) .c ;:J- V) 0:: <{ 0... w 0:: 0:: w 0... z <{ w u 0 VJ I sj-<D ~ II') I 3-0:: 0 OJ 0:: <{ 3- 0'> ,.; L Q) Q) C LONGITUDINAL DIAGONAL BRACING DETAIL (BENT NOS. 10-43) LONGITUDINAL DIAGONAL BRACING DETAIL BENT NOS. 43-47 O'> C ,::;!- SCALE: 1" = 4' SCALE: 1" = 4' BALBOA P~ER C-3798 0 0 <{ 5 r---,------,-------------.,.---,----------,---------------------lu OCEAN PIER REPAIRS BALBOA PIER EXISTING PIER SECTIONS e: 0 .c ? OJ 7 f---t--+-----------+--+----.,.,,----+---------------,-------1f'.' J-o_A_TE...,__B_Y--1.... ____ oE_sc_R1_PT_10N ____ ___J__AP_P'_o.+o,,,,Es=1G=NE=--D-=sL-lc-o-ccRA=-WN.........:::.MG:::.:R:..:.::Ac~1A CITY OF NEWPORT BEACH J--_H_-5_1_6_4_-_S-:-1~ REVISIONS CHECKED LO DA~7 APR 2006 PUBLIC WORKS DEPARTMENT SHEET 9 OF 11 -;: +30 - +20 - 2 :::) f-+10 -<( 0 3: _J _J :a: f-0 -w w LL -z 0 ~ -10 - w _J w -20 - -30 - -40 - -50 - -60 - ' 10 15 --......__ ~ 20 CX) + 25 30 35 40 ~DENOTES 45 BENT NUMBER ----TOP OF EXISTING DECK 2.4'± 3 TOP OF EXISTING PILE '-.. "' ! t---+-t---+-+--+-...,...+--+--+--+-+--+-+--t--+--l---+---+--+---+--+---+--+---+--+----l--+----l,---+--,---+--,---+--1---+--1----1--l-,.--TOP OF Pl LE WRAP FOR PILES <D ~ I ! TIP PILE ELEV LENGTH -16.8 40 . TIP ELEV -31.8 PiLE LOCATION PROFILE SCALE: 1 "= 1 O' (VERTICAL); 1 "=50' (HORIZONTAL) '-:----\ I' . I r---... --....,,c:J===l:.....::-1:-:--'f--l-+--+----+----+-- ---1--t--+-+-._µNtl --+-+--t-----i -+---+-----+---+----+----1----+-+-_ -+---ae'v<=-< M LLW i ----.....__ I'---. t -------I'---. --.......... APPROX. MUDLINE AS OF DECEMBER 1999. DEPTHS VARY DAILY AND SEASONALLY. SEE BOTTOM PROFILES FOR HISTORICAL RANGE OF MEASURED PROFILES BELOW PILE LENGTH 55 TIP PILE ELEV LENGTH -36.8 60 MUDLINE JUNE 1 . 2001 I I g: --------i------.. I --........._ r---... t ----r---... ......__nl--rt+t+~ -iw TIP PILE ELEV LENGTH -41.8 65 TIP PILE ELEV LENGTH -46.8 70 I I TIP PILE ELEV LENGTH -51.8 75 I MIN BOTTOM ELEVATION OF PILE WRAP TIP ELEVATION OF EXISTING PILES AS ORGINALL Y V-SPECIFIED ON SHEET 1 OF CONTRACT / NO 407 PLANS. DECEMBER 1939 TIP PILE ELEV LENGTH -56.8 80 I I 0 0 2 o> E E +10 --~-~ ~ APPROf lMATE LIMITS OF MU ~ ..._____ OLINE 1939 TO 1991 0 co I{) cij CD z 2 :::) 0 -I • --. ~ r -------I I I I I I ~ ---• ------~~ MUDLIN, DEC 1999 0 ----~ -3: _J ------_j 2 -10 -I I ---T ------I . I --...;__ I ·---I I I I I-. ...__ ------w r--. -...__ w -r----LL ------------. r-------.:::------z -------0 -20 -MUDLINE JUNE 1 . 2001 r--• --c---·. ~ . . ~ I I I I I I -i-::::. I I > -------= ~ w -_j -w ~ MUDLINE JUNE 1 . 2001 -----30 - I I I I I I I I I -40 ~--~-------~------~-------~--------+-------~------~---------'-----' BENT NUMBER BOTTOM PROFILES SCALE: 1 "=10' (VERTICAL); 1 "=50' (HORIZONTAL) BALBOA P~ER ' C-3798 ,..._ z a, 0 -~ "' " _c :;), (/) DC'. <( (l_ w DC'. DC'. w (l_ z <( w u 0 (/) I si- '° -I{) I ? DC'. 0 ID DC'. <( ? o> C L " " C o> C ;;!- 0 0 <( ,---,-~-----------.-----.-------------------------::J- OCEAN PIER REPAIRS BALBOA PIER PILE PROFILE "O "' L 0 _c ? ID ? t----1---+-----------1----1-----DR_A_WN _____________ ~-------t1 ~ DATE BY DESCRIPTION APP'D. DESIGNED SL MGRACIA CITY OF NEWPORT BEACH H-5164-S ~ ---~---+-----------~--1-----.,f-----l 1--------t13' REVISIONS CHECKED LD DA1f7 APR 2006 PUBLIC WORKS DEPARTMENT SHEET 10 OF 11 c.: 3 40d NAJL EA POST 't 8" -4--- T '· . •• • . I . . 11 11 ' .0 • • : 0. • • i1/ 2 40d NAIL EA POST ,,,,_,,-4 40d NAIL EA SPLICE . • ·. • .. 4, -• ' a· -0" MAX ------------,1'. Ir 6 40d NAIL EA SPLICE • • 4 ., . .• •• . I 11 s· -2" DF 3x10 TOP RAIL --+--OF 3x6 SIDE RAIL (lYP) 3'-6" •. 4 •. 3" ~•0 BOLT W/ Ml WASHER TYPICAL GUARDRAIL FRONT ELEVATION EXISTING EDGE STRINGER NOT TO SCALE SET PILE STRAP TO CLEAR DRIFT PIN FOR PILE TO CAP REPAIR 3" / PILE CAP -,------'!,.- 3" 11 11 1 "¢x2 4" DR I FT Pl N ----+---H-~11 11 L4x4x1/2" -----,,-1 1 /2" I 8 I I I 8 V §:::l 4 I 6" ~~ I I I I I Fl' I g" I 3" ~I--'~~ NOTE: 3' REMOVE PORTION OF ANGLE FOR CROSS BRACING AND ATTACHEMENT TYPICAL GUARDRAIL SECTION NOT TO SCALE 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 PLATE TO ALLOW FOR PASSAGE OF THE DRIFT PIN PILE STRAP CONNECTION SECTION / PILE CAP 3/8"¢ 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. -~ u i:' C7> E (}) NOT TO SCALE SHIM DETAIL E 0 N <O ~========t==::::1j10 t========~===jl ~====================1 t-----+-----lll ~======::::;t:.===::::il10 t-------------j t:::==:=:=f==;::::=:::J11 11 L..._-+---o,-J 11 11 PILE CAP 11 0 '----SHIM EXISTING GAP TIGHT SEE SHIM DETAIL HEREON L4x4x1 /2" i---+---EA SIDE 1 "¢ BOLTS (TYP.) PILE STRAP CONNECTION DETAIL NOT TO SCALE 1 "¢ THROUGH BOLT BLOCK BETWEEN PILES ALL PILE TO PILE CONTACTS ~WRAP PILE GROUP WITH 8 WRAPS 5/8" STAINLESS STEEL IWRC. STAPLE EA CROSSING OF PILE WITH 3/8"x5" STAPLE ~ BATTER PILE PILE LASHING DETAIL NOT TO SCALE N.T.S. o:i I <O z r---z "' 0 O' " 'O ---"' "' .c ;;]- (/) CY <( a. w De'. "' w a. z <( ts 0 (f) .J. <O ;;;; I 3- g§ ! 3- 0' C: ,•.;:: :R s C7> C C-3798 ~ ,----,----,------------,----.------------------------18 <( OCEAN PIER REPAIRS NEWPORT PIER AND BALBOA PIER PILE REPAIR DETAIL ;!- 'O "' L 0 .c ~ "' ·a. 1---l----1------------1-----1------===:::;::::====1------------------I ✓ DESCRIPTION APP'D, DESIGNED SL DRA\\N MGRACIA CITY OF NEWPORT BEACH H-5164-S i DATE BY -~-~---R-E-VIS-ION-S----~---CH-EC-KE_D __ LD-+D-ATE-11-AU_G_2_00--16 PUBLIC WORKS DEPARTMENT 1-SH-EE_T _1 _1 -OF_1_1 __ ;: