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Home My WebLink AboutH_5221_SCITY OF COSTA MESA C, > _, en VICTORIA ST cc 0 <{ en cc > <{ 0 w :r: cc > 0 ::e <{ 17T ST z w <{ _, a. VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE Osco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE 'ti FIRE HYDRANT I WM WATER METER BOX & SERVICE □GM GAS METER --0------VALVE POWER POLE ANCHOR D, MONUMENT OCEAN JOHN WAYNE >✓ AIRPORT "',p<?-i ltt;- 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 c.:,¾ f()&S 0'a ~ CITY OF IRVINE UN\\/ERSliY -x-x-x-FENCE BLOCKWALL TREE IRWC INDEPENDENT WIRE ROPE CORE {J{J ..LLL. .LLL .LLL .LLL SHRUBBERY ASPHALT PAVEMENT BRICK WALK CONCRETE EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---1----CENTERLINE ____ 5 ____ SEWER LINE -----W-----WATER LINE ---G---GAS LINE --E--POWER LINE -T--TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM :a: STREET LIGHT ~ SIGN F 9 GARAGE OPENING I 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 AT&T CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) TIME WARNER CABLE POLICE DEPARTMENT FIRE DEPARTMENT DAY 911 (800)-624-8153 (800)-611-1911 (800)-332-1321 (949)-644-3011 (714)-542-6222 911 911 NIGHT 911 (800)-624-8153 (800)-611-1911 611 (949)-644-3717 (714 )-388-2000 911 911 73 PUBLIC WORKS DEPARTMENT 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," 2009 EDITION AND SUPPLEMENTS TO DATE, 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 CONSTRUCTION. 3. ELEVATION DA TUM 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. 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 AND RELOCATE AND REINSTALL IN ORIGINAL CONDITION IF REQUIRED TO PERFORM CONTRACT WORK. OCEAN PIERS MAINTENANCE 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 TO DO 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 NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. C-5539 """-APPROVED: ----'c,::'~~~-=,,,___,~-cb4r:~±-,,"'.-:-,::-~:--:----:-::-:-----DATE: BALBOA PIER NEWPORT PIER LOCATION MAPS NOT TO SCALE CHANNEL iE "' - BALBOA PIER BENCH MARK O.C.S. ALUMINUM CAP (IE-69-68) LOCATED 1.6 MILES NORTHWEST FROM POST OFFICE IN BALBOA TO ITS INTERSECTION WITH 19TH STREET; ABOUT 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. 5-cTl" ;tJ i NEWPORT PIER BENCH MARK O.C.S. BRONZE DISK (TIDAL 3 1962) LOCATED AT BALBOA BOULEVARD, ABOUT 250 FEET EAST OF THE CITY DOCK, 120 FEET WEST OF MAIN ENTRANCE TO THE POST OFFICE, 94. 7 FEET EAST OF THE EAST CURB OF WASHINGTON STREET, IN THE TOP OF THE SEA WALL, ABOUT 0.5 FOOT WEST OF AN ORNAMENTAL LAMP POST, AND 0.4 FOOT LOWER THAN THE SIDEWALK, ELEVATION 4.131 FEET MSL. CONSTRUCTION NOTES DJ CLEAN AND GROUT CRACKED CAP BEAM / STRINGER / PILE SPLIT / PILE CAP WITH FOX INDUSTRIES FX763 PER MANUFACTURER INSTRUCTIONS. INSTALL AND TIGHTEN PILE CLAMP ON PILE CRACK REPAIRS. REMOVE ALL EXCESS MATERIALS. [}J REMOVE EXISTING DRY ROT STRANGER AND INSTALL NEW 2X TREATED WOOD STRANGER WITH STAINLESS STEEL NUTS, BOLTS, SPACERS, AND WASHERS AS APPLICABLE TO SECURE IN PLACE. IT] INSTALL NEW / SISTER 2" X 4" TREATED WOOD CROSS BRIDGING WITH MINIMUM 3" LONG 20-D STAINLESS STEEL NAILS. 8] INSTALL NEW 4" X 16" TREATED WOOD STRANGER WITH STAINLESS STEEL HARDWARE PER PATTERN AND DETAILS SHOWN ON THE PLANS. [Ij INSTALL NEW 6" X 8" TREATED WOOD BRACING WITH STAINLESS STEEL HARDWARE PER PATTERN AND DETAILS SHOWN ON THE PLANS. E 0 ~ cr, ... .::::. ,.,., ~ [}] REMOVE EXISTING CORRODED / LOOSE HARDWARE AND INSTALL NEW STAINLESS STEEL HARDWARE 2 PER PATTERN AND DETAILS SHOWN ON THE PLANS. [TI INSTALL SHIMS WITH STAINLESS STEEL HARDWARE AND SUPPORT TO ELIMINATE EXISTING GAP BETWEEN PILE AND PILE CAP PER DETAILS SHOWN ON THE PLANS. [}] JACKET PILE REPAIR. !}]NOT USEO. [}QJ NOT USED. @]NOT USED. (!] INSTALL NEW TREATED WOOD BLOCKING WITH MINIMUM 3" LONG 20-D STAINLESS STEEL NAILS. !TI] INSTALL NEW CAP BEAM TO PILE STRAP WITH STAINLESS STEEL HARDWARE. [I±J INSTALL EPOXY PILE PROTECTION SEAL PER MANUFACTURER'S INSTRUCTIONS. @J NOT USED. 1201 MECHANICALLY REMOVE ALL ERRANT SAND AND GROWTH, AND INSTALL NEW ELASTROMERIC EXPANSION JOINT. THE TOP OF NEW JOINT MATERIAL SHALL FLUSH WITH THE CONCRETE PIER DECK FINISH SURF ACE. ~-------------------------------1 No. 56980 xp. 6-30-13 CIVIL o'<' OF CAL~ 0, ;, " ..; I 0 N I "' 0 ... 0 N "' -~ a. C al " 0 (f) I N N .,-, I t I 0 N I .,-, 0 C 0 " '-' 5-... 0 N C al u 0 <fl I r:; N U) I 3-"" 0 co ~ 3-0' C ·;:: " " C O' C _:;!, C, C, <{ C-5539 ~ REF: H-5164-S; H5155-S; H-5157-S; H-5158-S; H-4958-S; H4957-S ~ r:-==-cec77-=-=c::-:==,---~=-:=::--------.----------------------I~ APPROVAL RECOMMENDED o .c M.0.D. DIRECTOR ,---------:c:~~-===-I OCEAN PIER MAINTENANCE i F G RCE 56980 ::',- PRINC AL CIVI ENGINEER TITLE SHEET ~ DATE DATE 5-:J;· / "' t=.::.:====;:=====+:=:...===!.':t=-"±::-===-l-------------.---------1? F/ DRAv.N co CITY OF NEWPORT BEACH H-5221-S G.: 1-------+-----+c"'H=-Ec"'K""'ED,----+:-DA=r=-E ------, FT 20 MAY 14 DESIGNED PUBLIC WORKS DEPARTMENT SHEET 1 OF 11 1-------------73'----------------F-------------------------------180'--------------------------------,11~----20' TO BENT@ NOTE: ALUMINUM HANDRAIL EXTENDS,-_~ 19'-9" NORTH OF BENT(D ALUMINUM PIPE HANDRAIL 1 11 11 Ol 2 N I CJ:! tD 11 tD n tD .---------~L~IG~>HT POLE 4 n I ro (X) 11 ~ sj- (X) ~ <D n I t; Ol ~ 11 I 11 0 (X) er, ~ STAIRS TO LIFEGUARD HEADQUARTERS BUILDING 6 tD I CJ:! Ol ~ 11 (X) (X) Ol ~ 7 <D I CJ:! Ol a.. :::, <D (X) OJ ~ ~l '11------UNDER DECK STORAGE AREA -----,11~----UNDER DECK WORKSHOP AREA -----,f' EXISTING PIER PLAN: BENT NOS 1-14 SCALE: 1" = 1 O' ADA RAMP AND BRIDGE TO LIFEGUARD HEADQUARTERS BUILDING 8 I --: 0 N -------UP co 1'£? 0 N I @]ALL LONGITUDINAL I DIAGONAL BRACING 11 I I I ~ BETWEEN 11 S2 &S3 (X) <D 0 <D 0 0 N N LIGHT POLE 10 co 1""": N II @Js10;11 11 I 11 11 0 I --: N N 11 I 11 N N N N LIGHT POLE 0 I CJ:! N N 11 B] S10\11 "" 11 '--... / @J~b-y / I 11 S10 11 U) 0 n N PIER CLOSURE GATE 13 <D I LO n N 11 sj- sj- n N 24' TYP 14 11 11 I 11 r--- "<I- n N ~-----, NOTE: ELEVATION OF DECK SURVEYED BY CITY OF NEWPORT BEACH ON 10 MARCH 2000. ELEVATIONS TAKEN ADJACENT TO RAILING POSTS. 20' TO 220, ----------------------------------------.r------40, --------±-----20' TO BENT @---~F---------------------------------------BENT@) E 15 11 11 I r--- <D n N II [I]s1-3 r---n n N 17 (X) (X) <D r---. n n N N 11 1 7 11 [!] ALL CROSS BRACING AND PILE TO CAP HARDWARE BETWEEN BENT 0 n r---<D . n n N N EXISTING PIER PLAN: BENT NOS 15-28 ~ PILING CROSS BRACING AND LONGITUDINAL DIAGONAL BRACING BETWEEN BENTS <D r--- I . n N 11 I 11 I 11 (X) r--- n N 19 n <D I l'0 N [!] ALL LONGITUDINAL I DIAGONAL BRACING BETWEEN BENTS [I] S1-3 S8 S9 U) <D n N OJ sj- 1") I N n r--- n N ~ ALL PILING I CROSS BRACING AND PILE TO CAP BETWEEN BENTS ~ S1-S4 L::'.J S6 S7 S10 S11 ~ ALL PILING CROSS BRACING BETWEEN BENTS @]s2 S3 S9 S10 0 <D n N r---U) In N r--- n 1 N n "<I- n N 24 ALL PILING CROSS BRACING BETWEEN BENTS sj- U) n N "<I-r--- 1 n N l'ils1 L'.'j S2 25 "<!- PILE SPACERS :::; N ~S13 l'ils1 L'.'j S2 9 I i75 B I <D NI 4 tD <D <D n1 N n r--- n N n N ~ALL LONGITUDINAL DIAGONAL BRACING BETWEEN BENTS l'ils4 L::'.J S5 n N n N (ONCRETEI BENCH TYPICAL ~S21 ----m ALL PILING CROSS BRACING BETWEEN BENTS l'il S1 L'.'J S2 co <D n N \Il---------+1+------------1'1 N co 4 0 r---<D <D n n n N N N ALL HARDWARE THIS BENT 0.. N ,..., v 0, " -0 ..j -I 0 N J., 0 N -ii .c 'F; I 0 N I "' 0 C 0 "' 0 9-v 0 N I:' "' 0.. C 0 SCALE: 1" = 1 O' NEWPORT PIER "' 0 a V) I N N CONSTRUCTION NOTES QJ CLEAN AND GROUT CRACKED CAP BEAM / STRINGER / PILE SPLIT / PILE CAP WITH FOX INDUSTRIES FX763 PER MANUFACTURER INSTRUCTIONS. INSTALL AND TIGHTEN PILE CLAMP ON PILE CRACK REPAIRS. REMOVE ALL EXCESS MATERIALS. lU INSTALL NEW / SISTER 2" X 4" TREATED WOOD CROSS BRIDGING WITH MINIMUM 3" LONG 20-D STAINLESS STEEL NAILS. 8J INSTALL NEW 4" X 16" TREATED WOOD STRANGER WITH STAINLESS STEEL HARDWARE PER PATTERN AND DETAILS SHOWN ON THE PLANS. []] INSTALL NEW 6" X 8" TREATED WOOD BRACING WITH STAINLESS STEEL HARDWARE PER PATTERN AND DETAILS SHOWN ON THE PLANS. 0 REMOVE EXISTING CORRODED / LOOSE HARDWARE AND INSTALL NEW STAINLESS STEEL HARDWARE PER PATTERN AND DETAILS SHOWN ON THE PLANS. [zJ [DJ INSTALL SHIMS WITH STAINLESS STEEL HARDWARE AND SUPPORT TO ELIMINATE EXISTING GAP BETWEEN PILE AND PILE CAP PER DETAILS SHOWN ON THE PLANS. NOT USED. INSTALL NEW TREATED WOOD BLOCKING WITH MINIMUM 3" LONG 20-D STAINLESS STEEL NAILS. [El INSTALL EPOXY PILE PROTECTION SEAL PER MANUFACTURER'S INSTRUCTIONS. O]) NOT USED. ~ "' I ? is MECHANICALLY REMOVE ALL ERRANT SAND AND GROWTH, AND INSTALL NEW ELASTROMERIC EXPANSION JOINT. THE TOP OF NEW JOINT MATERIAL SHALL FLUSH WITH THE CONCRETE PIER DECK FINISH SURFACE. "' Cl'. < ? 0, C ·;:: . 6980 • 0 -30-15 CIVl.\. ~ "' "' -~ 0, C C-5539 ~ .-----.---,-----------,---.--------T-----------------1ls < OCEAN PIER MAINTENANCE NEWPORT PIER BENT NOS. 1 -28 ~ -0 "' ~ 0 t "' 1---+--+------------+--+----,=-:-c:-:---+------------,------t~ DESCRIPTION APP'D. DESIGNED FT DRAWN CD CITY OF NEWPORT BEACH H-5521-S ~ DATE BY 1-------'---'----------~---t-cc-cH=ECK=E=o---t:o:-:-ATE=-----t f----=----:-1-:-1--13, REVISIONS FT 20 MAY 14 PUBLIC WORKS DEPARTMENT SHEET 2 OF w.: 20' TO BENT@ ~ S17 S18 <D <D I"") N @] ALL PILING I"") ~ (X) (X) I"") I"") N N ~ [I] CROSS BRACING [] ALL LONGITUDINAL @]ALL AND ALL PILING DIAGONAL LONGITUDINAL LONGITUDINAL CROSS BRACING 42 (0 (0 t') N DIAGONAL BRACING AND PILE TO CAP BETWEEN BENTS IT] S1, S2 S3 ~ (X) I"") N DIAGONAL BRACING BETWEEN BENTS @] S1 S2 HARDWARE BRACING BETWEEN BENTS ~~ @Js2 S3 7 (X) I"") N L ~ LO OCJ I"") N BETWEEN BENTS (INBOARD SIDE) @Js2 S3 EXISTING PIER PLAN: BENT NOS. 29-41 SCALE: 1" = 1 0' (0 (0 t') N ~ I'-- ~ [_]EVERY OTHER PILE CROSS BRACING AND LONGITUDINAL DIAGONAL BRACING BETWEEN BENTS @] S2-S5 6 7 EXISTING PIER PLAN: BENT NOS. 42-53 SCALE: 1" = 1 O' NEWPORT 32 ~ 33 6 I'--(X) I'--I[) I"") N REPLACE 6 REMAINING NON IT] P1 STAINLESS STEEL P2 PILE CROSS P3 BRACING 30' HARDWARE @Js2 ~ [I] S2 S3 S3 ~ ~ (X) (0 I"") I"") N N Ep 47 1 7 1 ~ 6 N I'--~ I'-- I"") 6 11 I"") N N PIER 0, <D I"") N EVERY 0TH E m PILE CROS s BRACING A L0NGITUDIN DIAGONAL D L 35 l'--l'-- 1"") N EVERY OTHER m PILE CROSS BRACING AND LONGITUDINAL DIAGONAL BRACING I[) OCJ I"") N [_j EVERY OTHER LONGITUDINAL BRACING N l'-- 1"") N BETWEEN BENTS BRACING BETWEEN BENTS @] S11 ~ BETWEEN @] S1 S3 I"") N (0 I[) I"") N ENTS ~ 0Js6 [I] S2-S4 ..... ..... I"") N DENOTES BENCH z 0 49 --{J}------l 14 I"") l'-- 1"") N I'-- (0 I"") N 99' -6" 50 (0 ..... I"") N SINK 6 ID-.----j 6 I[) I"") I"") N OJ S3 37 39 40 41 ~ 0, I"") I"") N [_j EVERY OTHER l'-- 1"") N (0 l'-- 1"") N [I] EVERY OTHER I"") (0 I"") N OJ 7 [] [_j EVERY PILING CROSS BRACING AND OTHER LONGITUDINAL [_j ALL PILING PILING ARM CROSS BRACING AND EVERY LONGITUDINAL LONGITUDINAL DIAGONAL DIAGONAL BRACING BETWEEN BETWEEN BENTS BENTS ~ O]s2.s11 m [I] S2-S4 BRACING OTHER HARDWARE DIAGONAL BRACIN LONGITUDINAL BETWEEN BETWEEN BENTS BRACING BENTS 6 BETWEEN BENTS ~ S1 [I] S2 S7 S3 lD (0 I'--(0 I"") I"") N N 0 0 OCJ I[) (0 1 I[) I"") I"") t') N N 6 N EXISTING BENCH TYPICAL LIGHT POLE 51 52 53 OCJ I'-- t') ~ t') I"") N N 1 -----1 6 23.38 0 ..... I"") N 3 CONSTRUCTION NOTES CLEAN AND GROUT CRACKED CAP BEAM / STRINGER / PILE SPLIT / PILE CAP WITH FOX INDUSTRIES FX763 PER MANUFACTURER INSTRUCTIONS. INSTALL AND TIGHTEN PILE CLAMP ON PILE CRACK REPAIRS. REMOVE ALL EXCESS MATERIALS. i;;;::'""r=~~--,n9o---_J3 [] [TI [TI REMOVE EXISTING DRY ROT STRANGER AND INSTALL NEW 2X TREATED WOOD STRANGER WITH STAINLESS STEEL NUTS, BOLTS, SPACERS, AND WASHERS AS APPLICABLE TO SECURE IN PLACE. ~ALL LONGITUDINAL, DIAGONAL BRACING HARDWARE BETWEEN BENTS ---ffi ~ALL LONGITUDINAL DIAGONAL BRACING AND HARDWARE BETWEEN BENTS ----; 6 23.10 8Js10 --G] --G] 80' ~ [ill INSTALL NEW / SISTER 2" X 4" TREATED WOOD CROSS BRIDGING WITH MINIMUM 3" LONG 20-D STAINLESS STEEL NAILS. INSTALL NEW 4" X 16" TREATED WOOD STRANGER WITH STAINLESS STEEL HARDWARE PER PATTERN AND DETAILS SHOWN ON THE PLANS. INSTALL NEW 6" X 8" TREATED WOOD BRACING WITH STAINLESS STEEL HARDWARE PER PATTERN AND DETAILS SHOWN ON THE PLANS. REMOVE EXISTING CORRODED / LOOSE HARDWARE AND INSTALL NEW STAINLESS STEEL HARDWARE PER PATTERN AND DETAILS SHOWN ON THE PLANS. INSTALL SHIMS WITH STAINLESS STEEL HARDWARE AND SUPPORT TO ELIMINATE EXISTING GAP BETWEEN PILE AND PILE CAP PER DETAILS SHOWN ON THE PLANS. NOT USED. NOT USED. c,, ;< "' ..,: I 0 N I "' 0 .,., ~ "' "' g. st -I 0 N I "' 0 C 0 "' u ;3- st 0 N U,-....--j 6 INSTALL NEW TREATED WOOD BLOCKING WITH MINIMUM 3" LONG 20-D STAINLESS STEEL NAILS. INSTALL EPOXY PILE PROTECTION SEAL PER MANUFACTURER'S INSTRUCTIONS. t') N t') N I"") N I"") N (0 N I"") N NOT USED. C-5539 C 0 " u 0 V> I -N ~ I 3- 15 CD "' --= 3- 0> C ·~ " _,; c,, C ;;J- ...---,---,-----------r----,--------.-------------------1§: OCEAN PIER MAINTENANCE NEWPORT PIER EXISTING PIER PLAN: BENT NOS. 29-53 --= ;-3-- "' "' ~ 0 .c ? CD J----+--+-----------t----t----rc=-------t--------------r---------t~ DESCRIPTION APP'D. DESIGNED FT DRAWN co CITY OF NEWPORT BEACH H-5521-S ~ DATE BY I------'-----'-----------~-~=-----~,,----1---------1 ~ REVISIONS CHECKED FT DATE 20 MAY 14 PUBLIC WORKS DEPARTMENT SHEET 3 OF 11 3------------------------------------------------------------------------------------------------------------------...... ----_,_ _________________ _.,.;.: 1-------------24' ------------¥ ,,__ __________________ 40' ------------------------¥ ,,__ _____________ 30' _____________ _.., E&- 1 OF 12x1 2 PILE CAP 1 10 1 0 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL OF 4x16 (TYP) STRINGERS BOLTED THRU CA S WITH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT - BOLTED, WITH 40d NAILS TYPICAL OF 4x8 BRACES® (TYP) 1-3/4"x11" BOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS OF STRINGERS TYPICAL. CONCRETE DECK F------F-2' -0" (TYP) ® 1" X 18" BOLT & WASHERS WITH SINGLE CURVED 4½"X 4½"SPIKE GRID (TYP) (9 4 PILE BENT (BENT NOS. 1-25) SCALE: 1 " = 4' 'i , -. 1 710 CD DF 6x16 EDGE STRINGER (TYP) OF 12x12 PILE CAP 1 10 1 NOTE: ALL PILES PLUMB ON BENTS NO. 1 -9 55' 2 X 4 BRIDGING I---+-2' -0" (TYP) 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4,lf/X 4,lf'SPIKE GRID (TYP) 0 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 STRINGERS BOLTED 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 ® ® (9 6 PILE BENT (BENT NOS. 26-28) SCALE: 1" = 4' ,., , 1 ii' OF 6x20 20d GALVANIZED NAILS / 1-3/4"x11" BOLT. 1"x3" SPACER OF 4x16 (TYP) -TYPICAL'~ AND WASHERS AT LAP JOINTS OF r CONCRETE DECK I (TYP) -,., ., 2'-0" (TYP) STRINGERS TYPICAL. , , OF 12x12 PILE CAP FENDER PILE~ L L IFEGUARD~ ADDER -1 . ,~ --- = "-= = • IT ✓ = = I., , = ---= ~v --..' ' ~ ~~ ~' GANGWAY/ \ • 7'-10" I., 'I ----0 .. ~ === ' • \~ 1--~ h • OF 4x8 > I I j ~ ~ .STRINGERS SOL TED THRU CAPS ~ r-BRACES WITH 3/4"X30" BOLTS AN~ WASHERS WHERE SHOWN. TOE -,._ (TYP) NAIL STRINGER ENDS NOT BOLTED, WITH 40d NAILS z ::::. r--.._ ----:::::: j ) ~ • 1 710 DF 6x20 EDGE STRINGER (TYP) TYPICAL '~c.--- ~-~ ~ 4 SPAC s :l,l 7' -9" -- DF 4x16 (TYP) ~ I --~, -- DF 6x20 (TYP) - -----:.....--~._,,_ ----:::::: = i -r-!-. ;::-..__ LIFEGUARD PLATFORM I I., 6'-11" 'I --- 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL ~ ~~ -~7 ~1"X 18" BOLTS & WASHERS I., 6'-11" 1, , 7 --® 1-3/4"x11" BOLT. 1•x3• SPACER AND WASHERS AT LAP JOINTS OF ,___ CD WITH SINGLE CURVED 4½"X 4Jf'SPIKE GRID (TYP) STRINGERS TYPICAL. CONCRETE DECK CONCRETE DECK • 1 710 CD DF 6x20 EDGE STRINGER (TYP) DF 12x12 PILE CAP NOTE: THREE PILE GROUP AT EAST END OF BENT NO. 47. 1 10 1 I-+-------·----20'-o" STRINGER DETAIL NOT TO SCALE DF 4x16 1-3/4"x11" BOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS OF STRINGERS TYPICAL. 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL CONCRETE DECK F------F-2' -0" (TYP) STRINGERS BOLTED THRU CAPS 'ill--!---' WITH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT BOLTED, WITH 40d NAILS TYPICAL- =====:~~~~~--11 " _,,,_,__ 6' -11 " ---ll' 1" X 18" BOLT & WASHERS WITH SINGLE CURVED DF 4x8 BRACES (TYP) • 4½"X 4½"SPIKE (A"\ 13' ® GRID (TYP) ~ \::._J (9 ;c~EI:~~ =B;NT (BENT NOS. 29-47) -- -- -~ ~ - f 1 f---~ -- ~ ~~ -~ I" DF 6x20 EDGE • DF 6x16 EDGE STRINGER (TYP) 1 710 CD STRINGER (TYP) EDGE STRINGER REPAIR (I) -"' (.) -0 (.) E CL 0 ST z t0 N " LO 0 0, 3' -0 ST I 0 N I LO 0 ST -"' Cl} ..c (J) / ST ~ I 0 N I LO 0 L 0 CL (I) Cl::'. (/) L "' (L FENDER~..,,. , NOT TO SCALE ~-,-jjrr------..--tt-r-.--------,,----tt=------,,--tt,-,-----+-----,..+1:7,--------,-++-,--------,-.;:tt-,s------.-r+t-r-.------..L -----~½-~"-------.-,rltTT------,Tl;!,rrr.J-•----_,__ DF 1 2x 1 2 PILE CAP STRINGERS BOLTED THRU CAP) WITH 3/4"X30" BOLTS ANDI WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT BOLTED, WITH 40d NAILS C 0 <l) (.) 0 / ST PILE GANGWAY DF 4x8 BRACES (TYP) TYPICAL SEWAGE LIFT STATION 1" X 18" BOL S & WASHERS WITH SINGLE CURVED 4½"X 4½"SPIKE GRID (TYP) STAIRWAY LIFEGUARD PLATFORM t I I I I I I I I I •I 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 i-----1--1-----,, BATTER Pl LE (/) L <l) 0::: C 0 (1) (.) 0 (J) I ~ N N LO I 3-0::'. 0 en Cl::'. <( 3- ~ 7'-1 O" --+---------------------------8 SPACES @ 7' -9" ----=------------------------il'---7'-10" ---t ® @ ® ® 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 L (I) "' C 0, C 11 PILE BENT (BENT NO. 49) SCALE: 1" = 4' NEWPORT PIER y~YES ~"io¥-G 980 0-15 _':'.c!- 0 0 C-5539 <( ---------------..... ----------..--------------------1~ -0 OCEAN PIER MAINTENANCE NEWPORT PIER EXISTING PIER PLAN: BENT NOS. 1 -28 Cl} L 0 ..c ~ :s: en ~ l------+---+-----------+---+---------1----------------------1(1) DESCRIPTION APP'D. DESIGNED FT DRAWN CD CITY OF NEWPORT BEACH H-5521-S ~ l------'----'------------'----+----'-11--------==-I 1-------:::) DATE BY REVISIONS CHECKED FT DATE 20 MAY 14 PUBLIC WORKS DEPARTMENT SHEET 4 OF 11 / ----------------------------------------------------------------------------------------------'----------------_ ..... .._ _______ ...;.;.;.;..;.;.,i. _________________ ___.L._ DF 4"x8"x4' -0" SLICE BLOCK BELOW (TYP) DF 4x 16 STRINGER (TYP) 3/4" THRU BOLT, 45· WASHER, N0.2, 4" SPLIT RING (TYP) OF 6x20 EDGE STRINGER (TYP) ------------------------------------80' ---------------------------------------,Y 1-3/4"x11" BOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS OF STRINGERS TYPICAL. 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL OF 6x20 OF 4x16(TYP) CONCRETE DECK-~ >---#-2' -0" (TYP) LONGITUDINAL EXPANSION JOINT ~ '--,r-c--,------,--,-,,--t--\----;;:,-.::----,--.----,,---.-.----.---.-----=-------i;--,--------,--rr-..--.----,----;i----,:;,------,----,,--.,----,,,------,,-,------,,-,::;;:----------..--..------,---• .--------'~ OF 1 2x 1 2 '\_ STRINGE~S BOLTED THRU CAPS l'.1TH 3/4"X30" BOLTS AND I WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT BOLTED, l'.1TH 40d NAILS TYPICAL PILE CAP FENDER PILE BENT NO. 50 ONLY • OF 4x8 BRACES (TYP) 1 !710 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4½" X 4)f;"SPIKE GRID (TYP) 7'-10" 7' -9" ---¥-------+-------------12 SPACES @ 3' -11" ± ------------------,1'---7'-9" --~--7' -1 Q" -----,,r ®@®®0®®0 2 CD ® @ 15 @ @ BENT NO. 50 ONLY PIER 7------------------40' ------------------ DF 6x20 (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 l'.1TH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT BOLTED, WITH 40d NAILS TYPICAL CONCRETE DECK OF 4x16 (TYP) 2' -0" (TYP) __,.___.,, • OF 4x8 BRACES (TYP) 7' -9" (TYP) __ _,___ 7'-1 O" ---j ® 0 ® 11 PILE BENT HALF SECTION SCALE: 1" = 4' ® BENT NO. 52 CD @ G 17 PILE BENT BENT NO. 50-51 BENT NO. 50 ONLY SCALE: 1" = 4' OF 6x20 EDGE STRINGER (TYP) OF 12x12 PILE CAP DF 6x20 EDGE STRINGER (TYP) 1 61 BATTER PILE -s:---1 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4½" X 4)f;"SPIKE GRID (TYP) I r ~ -I-= ---- ~-----------------40' ------------------f ~---------------39' -2"± ________________ .,, 1• f ,i • OF 4x16 (TYP) 2 X 4 BRIDGING CONCRETE DECK 1-3/4"x11" BOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS OF STRINGERS TYPICAL. 20d GALVANIZED NAILS TYPICAL 2' -0" (TYP) _._._, 7' -9" (TYP) 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 DF 4x8 BRACES (TYP) PIER ® 0 ® ® CD I~ /4 -LL'. 11 PILE BENT HALF SECTION SCALE: 1" = 4' <t_ PIER I / I I I --r --- BENT NO. 53 r ---- DF 12x 12 PILE CAP 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4)f;" X 4)f;"SPIKE GRID (TYP) ~ - E o._ N 0 N - -N .....___ U) 0 CY> ;;:; u sa' -I 0 N I U) 0 U) ~ Q) Q) .c: ;:7,- sj--I 0 N I U) 0 \ \ b,_ x ..c..c I r--r--~ r----□ --f ~ f---3 --I'--= -----~ '-= -------"= -------/4"¢ THRU BOLT, -~ 5· WASHER, N0.2 ~ \ \ DF 12x12 PILE CAP V DF ST (TY 4x16~ DF 6x8 DIAGONAL BRACE (TYP) 3/4"¢ x 12" LAG BOLT AND WASHER (TYP) 3/4"¢ x 12" LAG BOLT !~---++---++-AND WASHER (TYP) RINGER P) ~ ~ ~ ~ ---t---1 ~ j ~ ~ ~ ~ I-"" -~ F'= r---- r r V ~ .V ~. 1/ ~ V ~-~-v .V I I I I I I I I I I I I I -------..c..c Ii ----------I --I I I I r r 1/ ~ ~ V ·~ v;· ~ v ~ V ~ ~ ~ ----I-= ---- f-~ ----I'--= ----~ I~ ~ I'--1/ r V V ~ r----. /2. r----.. 1/ .1/ r r -----"'-' ----"---= 4 4' -,.. DF 6x ~ ' SPLIT RING (TYP) (f) L 8 DIAGONAL (TYP) OF 12x 12 PILE CAP Q) CL C: 0 Q) 0 0 BRACE ~ -0 N L 0 o._ Q) L (f) L <l) CL C 0 (I) 0 0 CJ) I -N N U) I 3- Cl'.'. 0 co Ct: <( 3- Cr> C: ·.::: <l) <l) C: Cr> C LONGITUDINAL DIAGONAL BRACING DETAIL (BENT NOS. 18-25) LONGITUDINAL DIAGONAL BRACING DETAIL BENT NOS. 49-53 ~ 0 0 <( SCALE: 1" = 4' SCALE: 1" = 4' NEWPORT PIER > u C-5539 ,----,---,-------------,---r-------------------------1~ OCEAN PIER MAINTENANCE NEWPORT PIER EXISTING PIER SECTIONS 0 .c ~ co o__ / <I) L l-----!---+-----------+--+----~---1------------~--------1<1) DESCRIPTION APP'D. DESIGNED FT DRAWN CD CITY OF NEWPORT BEACH H-5221-S §, DATE BY 1------'----'-----------~-+==~-+---,~-----'--'---t f---------1 REVISIONS CHECKED FT DATE 20 MAY 14 PUBLIC WORKS DEPARTMENT SHEET 5 OF 11 G..: f--w w u.. . z 0 +30 - +20 - 0 - cp 10 15 20 25 30 35 40 45 ~ DENOTES BENT NUMBER 50 ----TOP OF EXISTING DECK --------------,----+---.---,---.---,---t--,---,----,--,---+--,---.--,-----,---t-----,----.----,---.--11---.---.---.---,----t--,----.--,---,--+--,---,----,---,---+--,----.......L-, -----------~\-2.4. ± --------I.----"--~ ____,-----.-----,------.------------- ----c.---__. [._...---- ----------------[_....------- co + <-+-+----TOP OF EXISTING PILE -l-+---!=~aa;a;;j,-~-+-+--+--+-+-f--L+---!-+-+-+--+-+--+--+-+-l-+---!-+-+-+--+-+--+--+-+-l-+---!-+-+-+---!--+--+-+-+-l-+---l--i--1----TOP OF PILE WRAP FOR PILES -----,~_, c.o I r-------- r-----------,__ +----+----+----+----' ---1---1 N +---+--+-----+--+---+--+---+--" MLLW = ~ -10 -co APPROX. MUDLINE AS OF DECEMBER 1999. DEPTHS VARY DAILY AND .--+-+--SEASONALLY. SEE BOTTOM PROFILES w _.J w -20 - TIP PILE ELEV LENGTH ..,. N I FOR HISTORICAL RANGE OF MEASURED PROFILES . -18.5 40 TIP ELEV PILE LENGTH '-+---+--+-..---MIN BOTTOM ELEVATION OF PILE WRAP FOR PILES -30 - -23.5 45 -40 - -50 - -60 - PILE LOCATION PROFILE SCALE: 1 "= 1 0' (VERTICAL); 1 "=50' (HORIZONTAL) TIP ELEV -28.5 PILE LENGTH 50 TIP ELEV -33.5 PILE LENGTH 55 TIP PILE ELEV LENGTH -38.5 60 TIP ELEV PILE LENGTH -43.5 65 TIP PILE ELEV LENGTH -53.5 75 +20 --,---------i--1-------r-1--------t-,-------,.,-------7,--------,r---------,---------,-------t-,---~ :::"' :::) ~ 0 35 _.J :::"' ~ w u.. . z 0 ~ _.J w +10 - 0 - -10 - -20 -. I -30 - . . . . I TO 1999 . I . . . . . . . . . . . . I . . . . . . I . . . . I . -40 ~-------'--------~--------L---------'--------~--------"'----------'--------.1---------'---------' 0 BENT NUMBER BOTTOM PROFILES NEWPORT PIER 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-5539 □' 3' " ..,: ~ I 0 N I "' 0 <D .; ., = ;;:, ... I 0 N I "' 0 [" ., [L C □ ., " :3, ... 0 N C □ ., <J 0 (/) I 1'.i N "' I ? "' 0 co (lC <( ? "' C -~ ., £ □' C .'.c!-c::, ..---,,-----.-----------,----,--------,-------------------1~ OCEAN PIER MAINTENANCE NEWPORT PIER PILE PROFILE :), " ., ~ □ = ? co ~ 1---------..1----+-----------t------1----r-Dc-RA-WN----+--------------,-------t ~ DATE BY DESCRIPTION APP'D. DESIGNED FT CD CITY OF NEWPORT BEACH H-5521-S "' 1----'--~-----------~----1'cccH=E=cK=rn--1,,-,,,-----1 1-------1 3- REVISIONS FT DATE 20 MAY 14 PUBLIC WORKS DEPARTMENT SHEET 6 OF 11 ti: .__ ____________________________________________________________________________________ ...... _______________ ....._ __ ....;.;......;;.;;.;;;;.;.;..;.;.i.. __________ .._ ____ _. 1 11 (0 (0 LIGHT POLE 11 st-,-... c.o 24' TYP 3 11 (0 st-. ,-... ,-... st-,-... ~--, NOTE: ELEVATION OF DECK SURVEYED BY CITY OF NEWPORT BEACH ON 10 MARCH 2000. ELEVATIONS TAKEN ADJACENT TO RAILING POST. 4 2 N 0) '---120TYP 11 co EXISTING LANDSCAPED AREA, RESTROOMS, BICYCLE RACKS, ETC. RAMP j 11 LO co co co co 00 EXISTING PIER PLAN: BENT NOS. 1-16 SCALE: 1" = 1 o· -0" r-:;7 S12 L:'J S13 Q]s13 [IjALL PILE c.o 'Sj- N \ I 18 0 t') -st- N • 11 3 >-- 11 Q) t') -st- N 6 1 S12 11 S13 11 11 -c.o st-N 1 1 [I]s13 21 11 c.o LO 'Sj- N 11 t') ID 0) st-ID 0) STAIRS N (0 I ..;: N 11 0 t') 0 N 1 11 co 0) 0 N LO 0) 0 N t') ,-... -N ~ 0 ,-... . ~ N EXISTING LANDSCAPED AREA AND PARKING LOT t') c.o 'SI- N 11 ~ N 0) 1 6 LIGHT POLE st--0) . N t') t') N N N ~ ~ ~ 0 S8 S10 S9 S11 0 S2 S3 11 11 -(0 N t') 0 ,-... N I') t') N N N 26 LO N 'Sj- N H:f------t----i±t--r===,---------ID H-r"-l1 ID CO i-;;-lALL PILING L'::JCROSS BRACING BETWEEN BENTS r-:;7 S7 TO I L:'J S10 0 r:,;;-J S16 ~S17 i-;;-7EVERY OTHER L'::JLONGITUDINAL DIAGONAL BRACING TO CAP FASTENERS BETWEEN BENTS c.o t') t') c.o R, TYP11+-~---------tt-i ______ -h:l_i_=;----------1:,:r~--=:;------~ 11 u flf""''---1 1 IJ./""'OJ--.....l 6 l r:,;;-i S16 ~ ~ 6 ~ S17 11 6 11 8 [I] EVERY OTHER LONGITUDINAL r:,;;-JSG Sl I DIAGONAL ~S16 S17 BRACING BETWEEN BENTS t') 11 0 ~~ 11 [I] S131I CROSS BRACING 11 r-:;7 S2 L:'J S3 IT]ss 1 6 Q]s1 1 m.----1 6 Q]s1 r-:;i S6 L:'J S7 1?7S4-S7 ~ 0~~ m-..--i 6 ~-7 L:'_JS14 h+,,N~=:----------fll--------==------ft!------------ll:/---='-------- 'SI- 'Sj- 'Sj- N v N v N 0) 0 LO c.o -st-st- N N EXISTING PIER ELEVATION: BENT NOS. 17-31 SCALE: 1" = 1 o· -0" CONSTRUCTION NOTES -st-,-... c.o 'Sj-c.o 'SI-N m-..---, 6 t') LO 'SI- N (0 'SI- N S15 I m o ~ LO ID -st--st-'SI- N N N ,-... c.o 'SI- N ~ 11 N st- -st-N c.o t') st-N S2 [ij S3 S4 --1 6 Ill ~VERY OTHER ill r [I] CoNGITUDINAL ffl I DIAGONAL BRACING BETWEEN BENTS 11 6 0Js1 11 Q) ID 'SI-N (0 'SI- N c.o LO st- N 11 6 ALL PILING CROSS BRACING 6 11 []Js5 LO LO st- N L 9 EVERY OTHER [I] LONGITUDINAL BRACING AND STRINGER TO CAP FOR FASTENERS BETWEEN BENTS 6 L 30 11 11 ,-... c.o 'SI- N t') c.o 'SI- N 15 0 st- st- N 11 co t') st- N 6 1 6 [IjEVERY OTHER LONGITUDINAL DIAGONAL BRACING 1 6 31 ,-... LO 'SI- N [IjPILE X-BRACING EVERY OTHER ~I AND LONGITUDINAL DIAGONAL I co LO st- N ~ Q) LO st- N BR ACING W->-----1 7 6BETWEEN BENTS! I 0Js1 co LO 'SI- N [I] 20' TO BENT@ v z:_ N N ........ l[) 0 °' 3: --c:, -;' I 0 N I l[) 0 ,-... ~ (l) (l) _c ~ st' -I 0 N I l[) 0 L CJ o._ (l) Ct:'. rn L (l) Q_ -0 N L CJ 0.. (l) L rn L (l) Q_ C 0 (l) u 0 (/) I -N N BALBOA PIER I IT] CLEAN AND GROUT CRACKED CAP BEAM / STRINGER / PILE SPLIT / PILE CAP WITH FOX 0 JACKET PILE REPAIRS. g INDUSTRIES FX763 PER MANUFACTURER INSTRUCTIONS. INSTALL AND TIGHTEN PILE CLAMP ON ~ PILE CRACK REPAIRS. REMOVE ALL EXCESS MATERIALS. IT2J NOT USED. 7 °' IT] REMOVE EXISTING DRY ROT STRANGER AND INSTALL NEW 2X TREATED WOOD STRANGER WITH ~ STAINLESS STEEL NUTS, BOLTS, SPACERS, AND WASHERS AS APPLICABLE TO SECURE IN [ill NOT USED. ;g PLACE. °' C ;;!-0 INSTALL NEW / SISTER 2" X 4" TREATED WOOD CROSS BRIDGING WITH MINIMUM 3" LONG f"ul INSTALL NEW TREATED WOOD BLOCKING WITH MINIMUM 3" LONG 20-D STAINLESS STEEL NAILS. § 20-D STAINLESS STEEL NAILS. ~ C-SS3g <e ...----,---,-----------,----,r---------T"""----------------t~ !}]INSTALL NEW 6" X 8" TREATED WOOD BRACING WITH STAINLESS STEEL HARDWARE PER 1201 MECHANICALLY REMOVE ALL ERRANT SAND AND GROWTH, AND INSTALL NEW :': PATTERN AND DETAILS SHOWN ON THE PLANS. ELASTROMERIC EXPANSION JOINT. THE TOP OF NEW JOINT MATERIAL SHALL FLUSH WITH OCEAN PIER MAINTENANCE _g THE CONCRETE PIER DECK FINISH SURF ACE. BALBOA PIER ~ [Ij REMOVE EXISTING CORRODED / LOOSE HARDWARE AND INSTALL NEW STAINLESS STEEL BENT NOS. 1 _ 31 ~ HARDWARE PER PATTERN AND DETAILS SHOWN ON THE PLANS. · 6980 ? -30-15 1---+--+----------t-c--lf-===-----=c:::-c---+-----------,-----,--:---::-----J ~ [z:l INSTALL SHIMS AND STAINLESS STEEL HARDWARE AND SUPPORT TO ELIMINATE EXISTING GAP CIVll., DATE BY DESCRIPTION APP'D. DESIGNED n DRAWN CD CITY OF NEWPORT BEACH H-5221-S ~ L--BE_T_WE_E_N-PI-LE-AN-D-PI-LE-C-AP-P-ER-D-ET_A_IL_S_s_H_O_WN_O_N_T_H_E_P_L-AN_s_. ______________________________________________________________ OF_c_1J;_~ __ ....1~-:.-:.-:.-:.:-:.-:.-:.:-:.-:.-:.-:.-:.-:.R-E_v1_s_i_o_N_s_-_-::_-:_-_-_-___ _,_ _____ --1:c_H:E-;;cc_K;;c;E_D':_-:_-:_F-T:_D-;--;A_TE:2-:.0-:_,.-A_Y-:_l-'--14.....__P_U_BL_IC_W_O_R_K_S_D_EP_A_R_T_M_E_NT_:s:HE=ET:::7::::_o-r:1_...,.1_:c ¥---------------79' -6" ______________ ,, 43 45 46 47 20' TO ------F----20' ___ ,__ ______ 40' -------------,,__ ______________________________ 160' -------------------------------¥ r;:;-. LIGHT BENT0 POLE CD N sj- N LIGHT POLE 11 w E OTHER 11 L.:::'.J L TUDINAL i-----1ti-------;LOn1i:I--I 5 W EVERY OTHER LONGITUDINAL ~ DIAGONAL BRACING BETWEEN BENTS DJ S6 W S1 11 N <D !cl EVERY OTHER L'::J LONGITUDINAL DIAGONAL BRACING AND ALL STRINGER TO CAP FASTENER ~~ ETWEEN BENTS 5 6 DJ S1 ~11 sj- N 5 6 I <D sj-11 DENOTES 8J N I' ~ sj- N 5 N LO sj- N EXISTING PIER PLAN: BENT NOS. 32-47 SCALE: 1" = 1 O' -0" CONSTRUCTION NOTES FISH CLEAN AND GROUT CRACKED CAP BEAM / STRINGER / PILE SPLIT / PILE CAP WITH FOX INDUSTRIES FX763 PER MANUFACTURER INSTRUCTIONS. INSTALL AND TIGHTEN PILE CLAMP ON PILE CRACK REPAIRS. REMOVE ALL EXCESS MATERIALS. REMOVE EXISTING DRY ROT STRANGER AND INSTALL NEW 2X TREATED WOOD STRANGER WITH STAINLESS STEEL NUTS, BOLTS, SPACERS, AND WASHERS AS APPLICABLE TO SECURE IN PLACE. INSTALL NEW/ SISTER 2" X 4" TREATED WOOD CROSS BRIDGING WITH MINIMUM 3" LONG 20-D STAINLESS STEEL NAILS. INSTALL NEW 4" X 16" TREATED WOOD STRANGER WITH STAINLESS STEEL HARDWARE PER PATTERN AND DETAILS SHOWN ON THE PLANS. INSTALL NEW 6" X 8" TREATED WOOD BRACING WITH STAINLESS STEEL HARDWARE PER PATTERN AND DETAILS SHOWN ON THE PLANS. W REMOVE EXISTING CORRODED / LOOSE HARDWARE AND INSTALL NEW STAINLESS STEEL HARDWARE PER PATTERN AND DETAILS SHOWN ON THE PLANS. [ill [ill INSTALL SHIMS WITH STAINLESS STEEL HARDWARE AND SUPPORT TO ELIMINATE EXISTING GAP BETWEEN PILE AND PILE CAP PER DETAILS SHOWN ON THE PLANS. NOT USED. NOT USED. INSTALL NEW TREATED WOOD BLOCKING WITH MINIMUM 3" LONG 20-D STAINLESS STEEL NAILS. INSTALL NEW CAP BEAM TO PILE STRAP WITH STAINLESS STEEL HARDWARE. [±J INSTALL EPOXY PILE PROTECTION SEAL PER MANUFACTURER'S INSTRUCTIONS. SINK sj-I' lD LO sj-sj-sj- N N N LOOSE HANDRAIL POSTS. BALBOA !cl EVERY 011,ER L'::J LONGITUDINAL DIAGONAL BRACING AND ALL STRINGER TO CAP HARDWARE BETWEEN BENTS 1 PIER TRASH ~ INSTALL ALL 11 L:'...L'::J MISSING 1 6 BENT TO w-----J BENT I X-BRACING 11 w ALL PILING ~X BRACING Q • I 6 I 1 I ~I !cl INSPECT ALL L'::J HARDWARE AND lll-+-..--112 12 ~~V~~Ngl~~~EER APROX. LIMIT 111 111 1st FLOOR 12 FOUNDATION i~ ~ 13 PLAN '671NS CT ALL 6 11 L'::JHAR WARE 11 AND ADVISE 11 H EN NEER OF fr--DTIJ DITION 1 6 BETWEEN \'H>0-1 4 12 LO lD 11 BENTS 11 sj- N I 24.55 LIGHT POLE 6 1 II r-m 11 80' DENOTES TELEPHONE STAND ~ 5 1 6 LIGHT POLE co sj- N II N ..., sj- N ~ 11 6 N lD sj- N 11 ~. w 11 ..., sj- sj- N 11 '4tl LIGHT 11 POLE N ..., sj- N C-5539 ~ I 0 N I l{) 0 co ~ <1) <1) .c ~ ~ I 0 N I l{) 0 L 0 0. <1) 0:: C 0 <1) u 0 / ... 0 N L 0 0. <l) L u, L QJ CL C 0 <1) u 0 {fl I ~ N N l{) I 7 0:: 0 (!) 0:: <( 7 en C ·;:: <1) <1) C en C _'.;:!, 0 0 <( -----------------,,---..----------------------------1;3---o OCEAN PIER MAINTENANCE ~ .c BALBOA PIER ? N • 56980 BENT NOS. 32 -47 ~ 6-30-15 / 1----1---1------------+---+----r::D::-cRAc-cWN:-:----l--------------,-----$,---i (" CIVIL DATE BY DESCRIPTION APP'D. DESIGNED FT CD CITY OF NEWPORT BEACH H-5221-:;; ~c"~ .._-~--'----------~---==--==------t t---=------:--:--1~ vr ~" CHECKED DATE SHEET 8 OF 11 / L--------------------------------------------------------------------------------------------..L.--------R-E_vis_10_Ns ____________ FT....___,;2;;.o .. M_,AY;..;.;14"--P-U_B_L_lc_w_o_R_Ks_D_E_PA_R_T_M_E_N_T...,. _____ __. u.. -----------24' -----------------,,r ------------------40' ------------------r E9- r DF 12x12 PILE CAP 1 10 1 0 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL------ DF 4x16 (TYP) STRINGERS SOL TED THRU CA""r-- WITH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN. TOE NAIL STRINGER ENOS NOT' BOLTED, WI TH 40d NAILS TYPICAL ----- DF 4x8 BRACES® (TYP) 1-3/4"x11" BOLT. 1"x3" SPACER ANO WASHERS AT LAP JOINTS OF STRINGERS TYPICAL. CONCRETE DECK 1----+--2' -0" (TYP) 1" X 18" BOLT • & WASHERS 1 710 r;:;\ WITH SINGLE 'c) CURVED f:t\ 4J{i''X 4,Jf{SPIKE \}_,/ GRID (TYP) DF 6x16 EDGE STRINGER (TYP) L 4 PILE BENT BENT NOS. 1-21 • 25-32· 36-42 SCALE: 1" = 4' ct. I E9- r DF 12x12 PILE CAP 1 10 1 ® (TYP) 1-3/4"x11" BOLT. 1"x3" SPACER ANO WASHERS AT LAP JOINTS OF STRINGERS TYPICAL. ... -.. 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED • 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL ( ) DF 4x16 TYP STRINGERS BOLTED THRU CAPS WITH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN. TOE NAIL STRINGER ENOS NOT SOL TED, \\ITH 40d NAILS TYPICAL DF 4x8 BRACES (TYP) 4)f'X 4)fi"SPIKE GRID (TYP) ® 0 0 0 CONCRETE DECK • 1 710 CD DF 6x20 EDGE STRINGER (TYP) M 6 PILE BENT BENT NOS. 22-24· 33-35 SCALE: 1" = 4' NOTE: DIMENSIONS OBTAINED FROM 1939 k------------------------------------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) ~ .--r~ FENDER PILES BENT NOS. 44 AND 45 ONLY ' I , ' ' I , ct ,PIER , ' I ' , ' I ' DF 4x16 (TYP) 2 X 4 BRIDGING 1-3/4"x11" BOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS OF 20d GALVANIZED NAILS TYPICAL DF 6x20 STRINGERS TYPICAL. ~ 7' -9" (TYP) ~ ~TRINGERS BOLTED THRU CA \\ITH 3/4"X30" BOLTS ANO WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT SOL TED, \\ITH 40d NAILS TYPICAL 0 ® ® ® ® N 11 PILE BENT BENT NOS. 43-47 DF 12x12 PILE CAP DF 6x8 DIAGONAL BRACE (TYP) DF STR ( 4x16~ INGER TYP) ~ SCALE: 1" = 4' ~ ,__ ..= ;- ~ ,__ "'= y 3/4"¢ x 12" LAG BOLT AND WASHER (TYP) ~ ~ /2. 1/ K 3/ 4"¢ x 12" LAG BOLT .J>o-----+if----++-AND WASHER (TYP) -,__ -r--, ~ ~ ..= .,_ ~ r'= 1"- ~ + ~ ,__ f----,__ ~ I -,__ ,__ f---v V . 1/ j V /2. 1/ V f-- -->----,__ - f-- - >----,__ - ~ 0 ct PIER ' ' V ' i ' ' ' ' ' ..= ' ' 't-~ I"= ' ' ' ' ~ ' ' ' ' ' ' i~ . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' / ' ' ' ' ' ' ' ' : ' ' ' ' -..= ' /1--' -~ ,__ ,__ ~ ,__ ,__ CONCRETE DECK DF 4x8 BRACES (TYP) 0 ,__ -- ,__ -- ~-~ ~ ,__ ,__ - ,__ ,__ - - -~ ~ f-- ~ 2 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4)fi"X 4)f'SPIKE GRID (TYP) ,__ ,__ ,__ >---,__ ,__ ~ ~ f-- -,__ 1/ -1/ ,__ ~ ..= ½ ..= I'= 1 ~10 CD ---- --- V l/2. 1/ V '1 ----- - -~ " 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 ~ -,__ - - ---- - V ~ r--/2. 1/ .1/ 1 f---,__ -- --,__ -- ~ ;-~ I '15 / ------f,... -DF ..= '= ;- 3/ 4"¢ THRU BOLT, ASHER, N0.2 LIT RING (TYP) 45· W 4" SP 6x8 D IAGONAL BRACE TYP) ( 12x12 PILE CAP E CL ID 0 c--.i -N -........ ID 0 -I 0 N I ID 0 en ~ <V <V .c ~ st--I 0 N I ID 0 C 0 <V 0 0 / st--0 N '- 0 CL <l) '- U) '-<V 0... C 0 <V 0 0 U) I -N N ID I ? Cl'.'. 0 <Il Cl'.'. -< I / o> C '-(J) (J) C o 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 PIER C-5539 0 0 -< 0 / ~~--,-----------.---r---------,------------------1-0 OCEAN PIER MAINTENANCE BALBOA PIER EXISTING PIER SECTIONS <V '-0 .c ~ 3:: <Il 7 (/) 1-D-ATE---+-B-Y-+------DE-SC-RIP_TI_ON ______ AP-P'O-. -t-0-ES-IG-NE-D -F-T~D-RA_WN __ C_D l--c-,r-Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H~-H---5-5-2-1--S----~ 1-------113' REVISIONS CHECKED FT DATE 20 MAY 14 PUBLIC WORKS DEPARTMENT SHEET 9 OF 11 L<.'. +30 - +20 - 2 ::::, I-+10 -<( 0 s _J _J 2 I-0 -w w LL " z 0 -~ -10 - w _J w -20 - -30 - -40 - -50 - -60 - 10 15 20 25 DO ,-.____ + 30 35 40 ~DENOTES 45 BENT NUMBER ~----TOP OF EXISTING DECK 2.4'± 3 TOP OF EXISTING PILE ~ ~ " t---+----ll---+---l-+..i..-+-+--+-+--+-+---+----ll---+---t-t--+-+--+-+--+-+---+-t---+---l--t--+-+--+-+--+-+---+---1---+---1--;---TOP OF Pl LE WRAP FOR Pl LES co ~ I t TIP PILE ELEV LENGTH -16.8 40 TIP ELEV -31.8 PILE LOCATION PROFILE SCALE: 1 "= 1 O' (VERTICAL); 1 "=50' (HORIZONTAL) 1-----\ I' I r---.. '--ct===t-=-.t=--t---I -+---+-----t---,--.,--+-+--+---J -+---+-----+---+-- -1----t-t-+-.+JNtl 7 ~~ t r--------~r---- ~ --------r----.... --t---+----+-+--_ -+-""'"'=-I MLLW I ....______ r---.. i -----,..____r----..m+rn~ -UU 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 TIP PILE ELEV LENGTH -41.8 65 MUDLINE JUNE 1, 2001 I I I TIP PILE ELEV LENGTH TIP PILE -46.8 70 ELEV LENGTH -51.8 75 I I MIN BOTTOM ELEVATION OF PILE WRAP TIP ELEVATION OF EXISTING PILES AS ORGINALLY V SPECIFIED ON SHEET 1 OF CONTRACT :; NO 407 PLANS. DECEMBER 1939 TIP PILE ELEV LENGTH -56.8 80 I I E Q <.D 0 N - ~ LD 0 CT> ;. '° st I 0 N I LD 0 0 -~ (1) (1) .c ;;;-... +10 - -~ '--c:_ APPROf !MAT£ LIMITS OF Mf LINE ~ '-- 1939 TO 1991 -I 0 N I LD 0 L 0 Q (1) fr: 2 ::::, 0 -I ~ 7-----..... I I I-• ,._______ ---• <( -----J ___ 0 -----------s _J ,._______ _J 2 -10 ----I I I I -..:.... I I-·---: w -w -LL ---" z 0 -20 -MUDLINE JUNE -I-I I I I I ~ w _J w -30 - I I I I I I I MUDLIN1 DEC 1999 ------I I ---......_ I'------ • ---------------1, 2001 . ---. ---. ~ I -... -i-:::::--_ -----= ~ ---~ MUDLINE JUNE 1, 2001 ....__ I I I I I I I I - --- I I U) L (1) Q_ C: 0 Q) " 0 / ... -0 N . U) L Q) Q_ C 0 (1) " 0 U) I -N N LD I -40 --'-----'---------'----------'---------.,__ ______ _,_ _______ __,__ ______ _,_ _______ _L_ __ ~ 3- BENT NUMBER BOTTOM PROFILES SCALE: 1 "=1 O' (VERTICAL); 1 "=50' (HORIZONTAL) BALBOA PIER C-5539 0c: 0 O} fr: < 3-c,, C L Q) "' C c,, C w / 0 0 < ~f.OFESSJo,t. .----.---,,-----------....---.--------..-----------------';;, ~'6>,'{0¥.G w-~ ~ _ L-OCEAN PIER MAINTENANCE ~ i ~~\ BALBOA PIER ! v-,,: PILE PROFILE m • o. fi8980 • a.. ~--m ~ .j)~~✓Cl'VJ\. if!:, DATE BY DESCRIPTION APP'D. DESIGNED FT DRAWN CD CITY OF NEWPORT BEACH H-5521-S ~ IH.1 CALW..1/./ l---~r--'------------~---1-----,f-------f r------13--REV1SIONS CHECKED FT DATE 20 MAY 14 PUBLIC WORKS DEPARTMENT SHEET 10 OF 11 G.: IL 3 40d NA EA PO ST 'I' 8" _j__ T 8" 4--- '· ; ' • /2 ,,.,,,-4 I I • I 11 ,1 .. • 1 1· .. '\, ·o: • • ' ' @ 40d NAIL EA POST 40d NAIL EA SPLICE . . A .. . . • .. ., ... • DF 3x10 TOP RAIL s· -o" MAX • , 6 r 40d NAIL EA SPLICE --t--DF 3x6 SIDE RAIL (1YP) 3'-6" .• s·-2· 1111111 • --. . . • '· J." •. . ' • • • • • : _4· . l I " .. ;, • •• ·o • ' . • • • . :o: ' ' 3• a•i& 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 f------1----'llOf-------------; >-----~--eI >------<----+<I 1----~~---H10,__ _________ ......, ~----,.--.--,;I 11 ~--+--iii 11 11 0 PILE CAP '--SHIM EXISTING GAP TIGHT SEE SHIM DETAIL HEREON L4x4x1/2" 11---1---EA SIDE 1"¢ BOLTS (TYP.) PILE STRAP CONNECTION DETAIL NOT TO SCALE TYPICAL GUARDRAIL SECTION 3" 1 "¢x 2 4" DR I FT PIN ----+---1-1-...., 11 I I 11 I 11 I I 11 I 8 V F I L4x4x1 /2" --.......... -1 I I I I 8 IP 1 /2" 6" 3' r g" 3" NOTE: REMOVE PORTION OF ANGLE FOR CROSS BRACING AND ATTACHEMENT 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 PLA1E TO ALLOW FOR PASSAGE OF THE DRIFT PIN (I) PILE STRAP CONNECTION SECTION NOT TO SCALE 1 "¢ THROUGH BOLT BLOCK BETWEEN PILES ALL PILE TO PILE CONTACTS BATTER PILE ~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 6" WIDE x 12" LONG HARDWOOD WEDGES (4 REQ'D) NOTE: CONTRACTOR SHALL LEVEL EXISTING PILE CAP PRIOR TO INSERTING SHIMS. E 0. <O 0 N ..,. z::.. ;:::; ._____ ITT 0 SHIM DETAIL N.T.S. fo/ ,,66980 • 11,/6-30-15 °' -~ ~:,,;:, CIVIL *""' ce· OF cALlfCl C-5539 ·"' 0 0. "' Ct'. 0 N cc 0 "' 8 if> I ;:::; N ITT I ::r: ....... 15 CD Ct'. <( ? "" cc ·c: "' "' ·'= "" cc ';:J- D ---------------,.-....------------------------10 OCEAN PIER MAINTENANCE NEWPORT PIER AND BALBOA PIER PILE REPAIR DETAIL § so "' ~ 0 .c ~ CD _';',.. i-o-A-TE-t--B-Y -+----o-Es-cR-1PT-10-N -----;-A-P-P'o-. i---D---Es-1GN_ED __ FT·o=R-:-::AWN.,.,----c-o i----C-IT_Y_O_F_N_E_W_P_O_R_T_B_EA_C_H---.-H---5-2-2-1--S---a i REVISIONS f------1--11.3-CHECKED FT DATE 20 MAY 14 PUBLIC WORKS DEPARTMENT SHEET 11 OF 1 c..: