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H_5169_S
CITY OF COSTA MESA VICTORIA ST ~ CD i :,: ~R --------.::_ PROJECT LOCATION ~~R OCEAN JOHN WAYNE ~ AIRPORT ~ ~~ §:'>,"" 'if;-"'~ C ~"' (l' a 1f> CITY OF IRVINE u~NERSITi HILLS VICINITY MAP NOT TO SCALE ••• ::::: :. • '.:::o:.··-:~,·::,·::::,::.·:.-:.". -· -•• P ....... --.,~.-:•.·:.:,:.;:.;:-z§ "."::S:.ff;~_ SYMBOL LEGEND • POWER POLE OSCO SANITARY SEWER CLEANOUT ,2 SMH SANITARY SEl\£R MANHOLE <rj> FIRE HYDRANT I WM -WATER METER BOX & SERVICE D GM GAS METER VALVE POWER POLE ANCHOR /j., MONUMENT -x-x-x-FENCE BLOCKWALL ABBREVIATIONS AC ASPHALT CONCRETE EXIST EXISTING DIP DUCTILE IRON PIPE NTS NOT TO SCALE STL STEEL ABAND ABANDONED co CLEANOUT (SEWER) EV 8£C1RICAL VALVE SW SIDEWALK WWF WELDED WIRE FABRIC OF DOUGLAS FIR S1E SURFACE ONE EDGE ~ TREE IRWC INDEPENDENT WIRE ROPE CORE (l CJ SHRUBBERY _,,.-= _,,,-=-ASPHALT PAVEMENT !!!IKltit : : :;:;:;/;:;:; BRICKWALK I":. • :I CONCRETE L~ BUILDING -_ _ _ EXISTING CONSlRUCTION ----PROPERTY LINE ----NEW CONSlRUCTION ---l.---CENTERLINE ----S----SEWER LINE -·---W-----WATER LINE ---G-- - GAS LINE -E--POl\£R LINE -T--TELEPHONE LINE ---CATV-CABLE\IISION LINE -SP-SPRINKLER SYSTEM :ct SlREET LIGHT SIGN GARAGE OPENING WINDOW SPRINKLER Ml MALLEABL£ 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) WARNER 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 (71-4)-388-2000 (800)--422-4133 911 911 .... g PUBLIC WORKS DEPARTMENT OCEAN REPAIRS NEWPORT PIER APPROVED: APPROVED: C-3973 DIRECTOR oF PUBUCWORKS R.C.E. NO. 36106 r °?2cnr:r0 IJ wJ1 ;j DEPUTY PUBLICWORKS DIAECTORICITV ENGINEER R.C.E. NO. 47961 ..,, .,, LOCATION MAPS NOT TO SCALE P,4~ BALBOA PIER DATE: DATE: _0_-_u_~-~-- GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TD BE PERFORMED UNDER CONlRACT SHALL BE CONSlRUCTED 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 CONTRAcrs SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONlRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING OF CONS'IRUCTION. 3. ELEVATION DATUM MLLW=0.00 FT. 4. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING TO VERIFY EXISTING CONDITIONS AND EXTENT OF WORK. 5. CONSlRUCTION 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, PROlECT AS NECESSARY AND RELOCA 1E AND REINSTALL IN ORIGINAL CONDITION IF REQUIRED TO PERFORM CONTRACT WORK. 9. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIAlE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAIWRE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 10. CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR \/ICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES OJ 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. [fil RE-ATTACH EXISTING 2" X 4" TREATED WOOD CROSS BRIDGING WITH 3-INCH LONG 20d GALVANIZED NAILS. l1J INSTALL NEW GALVANIZED STEEL P1lE STRAPS PER PILE STRAP DETAIL ON SHEET 11. I}) REMOVE EXISTING AND INSTALL NEW 1• X 18" GALVANIZED STEEL BOLT WITH GALVANIZED STEEL NUI,. WASHERS AND SINGLE CURVED 4 1/8" SPIKE GRID AT CROSS BRACING CONNECTlun PER SECTION A ON SHEET 4. IIJ 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]] INST ALL SHIMS TO EU MINA TE GAP BETl\£EN PILE AND PILE CAP AND PROVIDE SUPPORT PER SHIM DETAIL ON SHEET 11. II) REMOVE EXISTING CROSS BRACING AND INSTALL NEW CROSS BRACING PER SECTION A ON SHEET 4. (fil REMOVE ALL LAITENCE, GREASE, Oil. RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CRACKS OR CAVITIES , INSTALL FOX SYSTEM FX 70 ROUND INTERLOCKING JACKET AND POUR FOX SYSlEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. (II REMOVE EXISTING AND INSTALL NEW 1"x 18" GALVANIZED STEEL BOLT WITH GALVANIZED STEEL NUT, WASHERS AND SINGLE CURVED 4 1/8" X 4 11!" SPIKE GRID AT CROSS BRACING CONNECTION PER BENT SECTION L ON SHEET 9. [@ WRAP PILE WITH PILE WRAP PER PILE WRAP SECTION DETAIL ON SHEET 12. (ill REMOVE EXISTING DAMAGED PILE WRAP AND WRAP PILE WITH PILE MAP PER PILE MAP DETAIL ON SHEET 12. [g} REPLACE ALL CROSS BRACING HARDWARE PER SECTION A ON SHEET -4. @] REMOVE EXISTING CROSS BRACING AND INSTALL NEW CROSS BRACING IE] REPLACE ALL CROSS BRACING HARDWARE PER SECTION C ON SHEET 4. ~ REMOVE PILE STUB AND PILE STRAP BETWEEN PILES 4 AND 5. ~ REPAIR EXISTING PILE MAP, RE-ATTACH TO PILE OR REPLACE MISSING WRAP. [TI] REMOVE AND REPLACE All HARDWARE IN LONGITUDINAL CROSS BRACING PER DETAIL 0 ON SHEET 9. ~ REMOVE AND REPLACE ALL HARDWARE IN CROSS BRACING PER DETAIL ON SHEET 9. [!fil INSTALL NEW 4" X 16" TREATED WOOD 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 ENOS NOT BOLTED WITH 4-40d NAILS AT EACH END. ~ REPLACE ALL LONGITUDINAL CROSS BRACING PER SECTION O ON SHEET 9. § REPLACE FIRE BLOCK. !Bl REMOVE AND REPLACE All HARDWARE IN CROSS BRACING PER DETAIL M ON SHEET 9. D 0 D L CT> E E Q_ 0 "' n ro z co N ....__ <D 0 CT> " 'O r= w w :r: V) w _J ,- 5 c---0 0 N V) °" <( 0.. w °" °" w 0.: z <( w 0 0 V) I a, <D -------------------------------11'? SERVICES DIRECTOR "5 Ck: 0 (D °" <( I / ry .!= L '" V C "cj, C w / 0 0 <( ~~~·.J:!;;H-S!!l;;~~-------C::::::-:::::.3~97:_:;:3,1 .c PRINCIPAL Cl"1L ENGINEER R.C.E. NO. 56980 OCEAN PIER REPAIRS TITLE SHEET ~ m ~ m L '" ~ ~ ~~~=~~==;&------------.---...... -------1/ DAlE -""-,µ..uy...='-1>---IDESIGNED SL DRAlWI MGRACIA CITY OF NEWPORT BEACH H-5169-S u._ '===-~'-'t-c-=--=-='-'-1 CHECKED FT DA1f8 JUN PUBLIC WORKS DEPARTMENT SHEET 1 OF 12 73' 180' ---------------------------------,1<-------20' TO 1f£----------------------------.r-------------------------------BENT@ NOTE: ALUMINUM HANDRAIL EXTENDSi--~ 19'-9" NORTH OF BENTG) ALUMINUM PIPE HANDRAIL ~I v 11 11 11 11 I() I") I() ~ --------~L~IG:HT POLE ~ w II ~ 11 111 ~ v OCl ~ 00 <O ~ ~ 11 I 11 OCl O> ~ STAIRS TO LIFEGUARD HEADQUARTERS BUILDING 6 I() 10C? O> ~ OCl OCl O> ~ 7 fl. ::> II I 11 <D OCl . O> ~ UNDER DECK STORAGE AREA ------,!IC.-..----UNDER DECK WORKSHOP AREA ------.:r EXISTING PIER PLAN: BENT NOS 1-14 SCALE: 1" = 1 O' ADA RAMP AND BRIDGE TO LIFEGUARD HEADQUARTERS BUILDING 8 ~ I"-= 0 N CX) 0 0 N LIGHT POLE CX) CX) I~ I -st: 0 ~ N N UP @] 11 I 11 <D <D L OCl 0 0 N 0 N 0 I r: N N 11 11 I 11 N N LIGHT POLE 0 I 0C? N 11 I 11 N I() 0 t0 N \ I ~ PIER CLOSURE GATE " '---- / / <D I~ I") N Illy I 11 v v I") N 24' TYP 11 11 I 11 t--v I") 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@---,~--------------------------------------BENT@_) t-- <D I rri N t--t') t0 N 11 I 11 I 11 OCl <D I") N 0 t-- t') N 17 00 t-- 1'0 N t0 <D t0 N 11 I 11 r I 11 <D t-- I") N 00 t-- I") N t0 <D I,.,.; N I() <D I") N I") t-- 1") N <D I() In N t0 <D t0 N t-- 1() I "' N g I") N 23 t-- 1 n N I") v t0 N EXISTING PIER PLAN: BENT NOS 15-28 SCALE: 1" = 10' CONSTRUCTION NOTES OJ 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. 11) RE-ATTACH EXISTING 2• X 4" TREATED WOOD CROSS BRIDGING WITH 3-INCH LONG 20d GALVANIZED NAILS. OJ REMOVE EXISTING AND INSTALL NEW GALVANIZED STEEL PILE STRAP PER PILE STRAP DETAIL ON SHEET 11. (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 MA TERI AL EJECTED DURING THE CLAMP TIGHTENING PROCESS. NEWPORT PIER [l] REMOVE EXISTING CROSS BRACING AND INSTALL NEW CROSS BRACING PER SECTION A ON SHEET 4. I]] REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CRACKS OR CAVITIES , INSTALL FOX SYSTEM FX 70 ROUND INTERLOCKING JACKET AND POUR FOX SYSTEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. (II REMOVE EXISTING AND INSTALL NEW 1" X 18" GALVANIZED STEEL BOLT WITH GALVANIZED STEEL NUT, WASHERS AND SINGLE CURVED 4 1/8" X 4 18" SPIKE GRID AT CROSS BRACING CONNECTION PER BENT SECTION L ON SHEET 9. [!QI WRAP PILE WITH PILE WRAP PER PILE WRAP SECTION DETAIL ON SHEET 12. ~ REPLACE ALL CROSS BRACING HARDWARE PER SECTION A ON SHEET 4. NOTE: ALL LOOSE. CROSS BRACING OR CROSS BRACING TO BE REPLACED, SHALL BE INSTALLED WITH NEW 1-INCH DIAMETER HOT DIPPED GALVANIZED BOLTS, NUTS ANO WASHERS. v t-- 1 t0 N v I() I") N NOTE: OCl <D I~ v t-- 1") N ~ <D t0 N t0 t-- 1") N I~ t0 N ~ B 4 EXISTING UTILITY LINES NOT SHOWN. CONTRACTOR TO VERIFY LOCATION AND PROTECT IN PLACE. <O I() I") N N <.D I") ---------ttl N 00 <.D I") N ! c--.i $ t VJ °' < ~ ffi a: ~ uJ g VJ I ~ "' I ;:;. ~ ! { 'i .!i "" ---------------,--..---------r-------------c_-3_9_7_3_-tf OCEAN PIER REPAIRS NEWPORT PIER EXISTING PIER PLAN: BENT NOS. 1 -28 ~ 1 : ~ l---+---l-----------t---t---GN-E-D---,.,"=-,,.WN---+-----------,------1 ~., App'D. DESI v= CH H 5169 S DATE BY DESCRIPTION SL MGRACIA CITY OF NEWPORT BEA --., l-_ _,_ _ _,_ _________ __.__-b.,CH;;::,ECK;:,,ED::;c----"''t:D:-:cATE=--;.;;.;.c;;=-'-1 1-------13- REVISIONS FT 18 JUN 2008 PUBLIC WORKS DEPARTMENT SHEET 2 OF 12 ...: 20' TO BENT@ C 4 <D I") ~ <D (X) (X) I") I") N N 6 ~ ~ I.() (X) (X) L (X) I") I") I") N N N EXISTING PIER PLAN: BENT NOS. 29-41 SCALE: 1" = 1 O' OJ " I") N ~ ro I") N LIGHT POLE LIGHT POLE " N <Yl I.() [§] <D " I") I") I") N N N 30' ~ <.O ""' st " I.() ""' "" <.O " I") N I") r') I") I") N N N N DENOTES BENCH 99' -6" 20' TO -----.I"----------------------120' ----------------------7' BENT@ E [II 4 ~ <.O I") ~ ~ N <.O <.O " " " I") I") I") I") I") N N N N N EXlSTING STORAGE I SHED/ EQUIPMEN I BLDG. I WAY n BELOW ~ SINK 23.53 I I -~r-11-~ <.O ""' r') N ~ ---@] ~ 10 ---§1 §--. [fGANG rtt---~ II I I 0 I FISHERMANS RESTAURANT 13 10 I 11 l I ir----. -- I -I ~I I I ~---@] m~ m----m 11 13 In------;:: 111 ~ I I --,.... -! ~=---_g;;_:____ __ ---mn=.----&-----l!J.-;:---:----:~~~~~=--=--=r <.O N (X) " " " " <.O <.O <.O I") I") r') I") I") N N N N N EXISTING PIER PLAN: BENT NOS. 42-53 SCALE: 1" = 1 O' NEWPORT PIER l!:-=====C>l OJ I.() I") N z C, L 23.55 I") I.() " I") I") I") N N NOTE: ALL LOOSE CROSS BRACING OR CROSS BRACING TO BE REPLACED, SHALL BE INSTALLED WITH NEW 1-tNCH DIAMETER HOT DIPPED GALVANIZED BOLTS, NUTS AND WASHERS. 10 (X) ~ I') N "J N I') N EXISTING BENCH TYPICAL <Yl ~ <D I") " . I") I") N N <.O 0 <.O <.O I") I') N N LIGHT POLE " 0 I") "" I') N I') N hL,..--110 hl~..--111 23.38 ..--110 80' 23.10 ,~ I') <.O N N n "J N N I") <.O I") N CX) I.() I") N CONSTRUCTION NOTES [II 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. (]] INSTALL SHIMS TO EUMINA TE GAP BETWEEN PILE AND PILE CAP ANO PROVIDE SUPPORT PER SHIM DETAIL ON SHEET 11. [fil REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM P1LE CRACKS OR CAVITIES , INSTALL FOX SYSTEM FX 70 ROUND INTERLOCKING JACKET AND POUR FOX SYSTEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. [!Qj WRAP PILE WITH PILE WRAP PER P1LE WRAP SECTION DETAIL ON SHEET 12. [ill REMOVE EXISTING DAMAGED PILE WRAP ANO WRAP PILE WITH PILE WRAP PER PILE WRAP OET AIL ON SHEET 12. 11] REMOVE EXISTING CROSS BRACING AND INSTALL NEW CROSS BRACING PER SECTION C ON SHEET 4. fill REPLACE ALL CROSS BRACING HARDWARE PER SECTION C ON SHEET 4. §j REMOVE PILE STUB FROM HAIR PIN BETWEEN PILES 4 ANO 5. NOTE: EXISTING UTILITY LINES NOT SHOWN. CONTRACTOR TO VERIFY LOCATION AND PROTECT IN PLACE. "' ,. -0 .,.; ., ., 5 ..... ~ lQ < a. .... 0:: e'i a.. ~ .... g V> I "' "' ;;:; I .? ~ ~ ~ ·; C: ·a, C-3973 .5 ---....--...------------,.--,.---------------------------ii LD OCEAN PIER REPAIRS ~ NEWPORT PIER j No. 56980 EXISTING PIER PLAN: BENT NOS. 29-53 t xp. 6-30-09 8: 1---+--+-----------+--:-+==----i=:-::,:----t--~---------,---------1 ✓ crvn., DATE BY DESCRIPTION APP'O. DESIGNED SL DRAWN MGRACA CITY OF NEWPORT BEACH I-_H_-5_1_6_9_--:-s-:-1 i OF CAL t----~--'-----------~--+CH=Ec:;-,KE"'o-~l-=-0:-=TE=-----'-1 :::, L..-------------------------------------------------------------------------------------------------------R-EI/I_SI_ON_s _______ ..... ____ FT ..... A,.;.18;..JU_,;.N,.2008_...__PU_·_B_u_c_w_ORK __ s_DE_P_AATME ___ Nr_..,SH_EET_3 __ o_F_1_2_. C JC-----------24' -----------r JL.------------------40' --------------------1 ,IL--------------30' -------------7( EB- I OF 12x12 PILE CAP 1 101 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL--- DF 4x16 (TYP) 1-3/4"x11" SOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS OF STRINGERS TYPICAL CONCRETE DECK 1----;1~ 2' -0" (TYP) • 1 710 DF 6x16 EDGE STRINGER (TYP) 1-3/4"x11" BOLT. 1"x3" SPACER ANO WASHERS AT LAP JOINTS 0~ STRINGERS TYPICAL 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL DF 4x16(TYP) CONCRETE DECK I L.......-,-j 1-.-------rllh----.ilh-r---------------rUt-,-------------rllhr------.-1 n::;-- DF 12x12 PILE CAP 1 101 • STRll'IGERS BOl:JEO lMJ!l/ CAPS WITH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN: TOE NAIL SiRINGCR (NOS NOT 8QL TED, 'MTH 40d NAILS TYPICAL • 1 710 DF 6x20 EDGE STRINGER (TYP) OF 12x12 PILE CAP 1 101 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 1----,1<-2' -0" (TYP) STRINGERS BOLTED THRU CAPS ...,._,-WITH 3/4"X30" BOLTS AND WASHERS WHERE SHOWIII. TOE NAIL STRINGER ENDS NOT BOLTED, WITH 40d NAILS TYPICAL__.. "'====:::::,;;l-~~~--11" ---6'-11" -- • • DF 6x16 EDGE STRINGER (TYP) 1 710 DF 4x8 BRACES® (TYP) 1" X 18" BOLT & WASHERS ® WITH SINGLE CURVED 4,1€i "X 4,1€i "SPIKE GRID (TYP) 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4}€i"X 4Jii"SPIKE DF 4x8 BRACES (TYP) NOTE: THREE PILE GROUP AT EAST END OF BENT NO. 47. 1" X 18" BOLT & WASHERS WITH SINGLE CURVED DF 4x8 BRACES (TYP) 4,l€i"X 4}€i"SPIKE IA\ (s\ ®2 e) OF 12x12 GRID (TYP) @ © ® ® 4 PILE BENT (BENT NOS. 1-25) SCALE: 1" = 4' NOTE: ALL PILES PLUMB ON BENTS NO. 1-9 (!) 6 PILE BENT (BENT NOS. 26-28) SCALE: 1" = 4' ,,,_ _________________________ 55' -------------------~-------¥ OF 4x16 (TYP) OF 6x20 (TYP) 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL ,,._...........,.,...... 2' -0" (TYP) 1-3/4"x11" BOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS Of STRINGERS TYPICAL CONCRETE DECK GRID (TYP) 0_; \::,,) (9 :C~I:~~ =B~NT (BENT NOS. 29-47) PILE CAP--11--t,~,---------,-fl,-------;Fti-~-------,-fl,----+--rfl--r-------,-frr-----rfh-----Tt\-.~ STRINGERS BOLTED THRU CAPS ,J WITH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN. TOE OF 6x20 EDGE STRINGER (TYP) FENDER PILE LIFEGUARD LADDER NAIL STRINGER ENOS NOT BOLTED, WITH 40d NAILS TYPICAL • GANGWAY OF 4x8 BRACES (TYP) • 1 710 ,-...-+---+---LIFEGUARD PLATFORM 1" X 18" BOLTS & WASHERS '' I ' 20'-o" -----------+...., STRINGER DETAIL NOT TO SCALE STITCH BOLT NEW 4" X 16" STRINGER TO EXISTING STRINGER Hl===II ,l'-t-7' -1 O" -----t--......+--------;---i-----4 SPAC S WITH SINGLE CURVED NEAR BREAK-------.k~ 0 NOTE: EB- FENDER--r PILE EXISTING UTILITY LINES NOT SHOWN. CONTRACTOR TO VERIFY LOCATION AND PROTECT IN PLACE. ® 4Jfi"X 4½"SPIKE GRID (TYP) NEW 4" X 16"----J REPLACE EXISTING BOLTS WITH NEW LONGER BOLTS TO GO THRU EXISTING 4"X16" STRINGER AND STEEL PLA TE....,,_:::::---Fi~lar1 1-+--; ~ #E-------------------------------------80' _____________________________________ ....,. LO N -....... <D 0 OF 4x16 (TYP) GANGWAY DF 6x20 (TYP) DF 4x8 BRACES (TYP) 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL STRINGERS BOLTEO THRU CAP) WITH 3/4'X30" BOLTS ANDI WASHERS WHERE SHOWIII. TOE NAIL STRINGER ENDS NOT BOLTED, WITH 40d NAILS TYPICAL SEWAGE LIFT STATION 1-3/4"x11" BOLT. l'x3" SPACER ANO WASHERS AT LAP JOINTS Of STRINGERS TYPICAL CONCRETE DECK 1" X 18" BOL & WASHERS WITH SINGLE CURVED 4½"X 4J1i "SPIKE GRID (TYP) LIFEGUARD PLATFORM DF 6x20 EDGE STRINGER (TYP) EDGE STRINGER REPAIR I NOT TO SCALE ·;t:------,......-H-...,..-,------.,r1:m~1----~_.__ DF 12x12 PILE CAP t 11 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 t---t---\'---;;, BATTER PILE en ;. -0 ""' ..., ., ., .c ~ r---8 N r.l) 0::: <C Q.. w 0::: 0::: w a: z <C w 8 r.l) I G'> <Cl ~ LO I 3-:s CD 0::: <C 3- }--7' -1 o" __ ..,,,._ _________________________ 8 SPACES @ 7' -9" ----=----------:::----------------+----7' -1 o" ---2' @ ® ® ® 0 ® ® © ® 0 NOTE: HEADERS; 3"X16" S1E, INSTALLED AT ALL EXPOSED ENDS OF STRINGERS. TRANSVERSE SWAY BRACING OMITTED ON OUTER BENT. 0, C: 'C ., ., ,£ en C 11 PILE BENT (BENT NO. 49) (9 SCALE: 1" = 4' NEWPORT PIER No, 56980 Exp, 6-30-09 CIVI\. C-3973 _;!:!-c::, c::, <C (.) ..---,---,-----------r---..1"'"""-------------------------1/ -0 Q) ~ OCEAN PIER REPAIRS _g NEWPORT PIER ~ EXISTING PIER SECTIONS 8: t----+--+-----------1--,----1r:--~:----i=-:~--f-----------.------,----1--:: DATE APP'D, DESIGNED DRAWN H 5169 $ ~ ,__ _ __,__BY__._ ___ DES_CRI_PTI_ON _____ .....__=---"SL+---=MGR=A=Cl=A CITY OF NEWPORT BEACH 1--------:-::--t ~ REVISIONS CHECKED FT DA Ifs JUN 2008 PUBLIC WORKS DEPARTMENT SHEET 4 or 12 3-1...---------------------------------------------------------------------------------------------------------------------=-----------------ti.'. 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 -------------------------------------80' ------------------------------------,' • 1-3/4"x11" BOLT. 1•x3• SPACER AND WASHERS AT LAP JOINTS Of STRINGERS TYPICAL. 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL \_STRINGE~S BOLTED THRU CAPS WITH 3/4"X30" BOLTS AND I WASHERS WHERE SHOWN. TOE NAil STRINGER ENDS NOT BOL TEO, WITH 40d NAILS T'IT'ICAL DF 4x8 (TYP) DF 4x16 (TYP) DF 6x20 CONCRETE DECK--, ~---,jL 2· -0" (TYP) LONGITUDINAL EXPANSION JOINT • BRACES _j ----7' -1 o" -----7' -9" --+------t-------------12 SPACES @ 3' -11" ± ----------+--------¥---7' -9" ------7' -1 o" @ @@@ @®®0®©0 CD @ BENT NO. 50 ONLY {G\ 17 PILE BENT (BENT NO. 50-51) BENT NO. 50 ONLY CJ SCALE: 1" = 4' 7 ----.DF 12x12 PILE CAP 1 " X 18" BOLTS & WASHERS WITH SINGLE CURVED 4)a'' X 4½"SPIKE GRID (TYP) PIER dLPIER .;re~~-----------------40' -----------------~ -------------------40' ------------------r I I I I I DF 6x20 (TYP) DF 4x8 BRACES (TYP) \ 1-3/4"x11" BOLT. 1"x3" SPACER AND WASHERS AT LAP JOINTS Of STRINGERS T'IT'ICAL. 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL STRINGERS BOL TEO THRU C WITH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT BOLTED, 111TH 40d NAILS TYPICAL CONCRETE DECK OF 4x16(TYP) 2' -0" (TYP) -.1"---r • 7'-9" (TYP)--i--.---7'-10" ----j \ DF 12x12 PILE CAP OF 6x8 DIAGONAL BRACE (TYP) DF 6x20 EDGE STRINGER (TYP) DF 12x12 PILE CAP DF 6x20 EDGE STRINGER (TYP) BATTER PILE ..-----1 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4.Ja" X 4.Ja"SPIKE GRID (TYP) G) OF 4x16 STRINGER (TYP) 3/ 4 "¢ x 12" LAG BOLT AND WASHER (TYP) ___ _,_...i-,, \ 3/4"¢ x 12" LAG BOLT ,i+.>----1H---+-+-AND WASHER (TYP) ------------------39' -2"± ----------------, DF 4x16 (TYP) • C9 2 X 4 BRIDGING 1-3/4"x11" BOLT. 1"x3" SPACER ANO WASHERS AT LAP JOINTS Of STRINGERS T'IP!CA 20d GALVANIZED NAILS TYPICAL CONCRETE DECK 2'-0" (TYP) --i---i STRINGERS BOLTED THRU CAP WITH 3/4"X30" BOLTS AND I WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS "tioT / BOLTED, 'MTH 40d NAILS• TYPICAL DF 4x8 BRACES (TYP) © © ® ® 11 PILE BENT HALF SECTION (BENT NO. 53) SCALE: 1" = 4' it_ PIER I I I I I f-----1 G) DF 1 2x 12 PILE CAP 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4)s" X 4)s"SPIKE GRID (TYP) 3/ 4"¢ THRU BOLT, .2 (.) 0 '-c,, E E 0.. : 10 Y.JII+---45· WASHER, N0.2 c,, 4" SPLIT RING (TYP) -E5 OF 6x8 DIAGONAL BRACE (TYP) OF 12x12 PILE CAP I{) ., ., g_ t-o 0 N (./) 0:: < a.. w 0:: 0:: w a.. z < w u 0 (./) I m u::, ~ If) I 7 ~ co 0:: < 7 c,, C: '£; Ql C: c,, C: J LONGITUDINAL DIAGONAL BRACING DETAIL BENT NOS. 18-25 K LONGITUDINAL DIAGONAL BRACING DETAIL BENT NOS. 49-53 ~ C, C, SCALE: 1" = 4' NOTE: EXISTING UTILITY LINES NOT SHOWN. CONTRACTOR TO VERIFY LOCATION AND PROTECT IN PLACE. NEWPORT PIER SCALE: 1" = 4' • No. 56980 xp. 6-30-09 • C < ~ -0 C-3973 ,----,.--,--------------------------------------1~ OCEAN PIER REPAIRS NEWPORT PIER EXISTING PIER SECTIONS 0 17\ ~ co ~ f/) '- t----t---t-------------t---:--f=:-:--:-::::----r=c=::---t------------....------1 .,f/) DATE APP'D. DESIGNED DRAWN 9 $ BY DESCRIPTION SL MGRACIA CITY OF NEWPORT BEACH H-516 -3- -~-~----R-E\II_SI_ONS _____ ~-1-:CHE=CK=m=--~-bOA-CTE=--~="-i FT 18 JJN 2008 PUBLIC WORKS DEPARTMENT SHEET 5 <1'" 12 i:..: z 0 F ~ _J w +30 - +20 - +10 - 0 - -10 - -20 - -30 - -40 - -50 - -60 - cp I ,__.. 10 15 20 ------------------c------t--+---+--+--+-+---+--t---t---11---t----t---t--t--t---+-+---+--t---t---ll---t----t--;--t--+--+-+---+--t---t---;l---t----t--;--t--t---+-.+----! ----,---,,---,---,---I,--- --------+--+--!--~ ~ DENOTES BENT NUMBER 25 30 35 40 45 50 TOP OF EXISTING DECK t f 2.4'± TOP OF EXISTING PILE -------- -----I--------- ----- i---CX) + r-+-r=r-t--t:::::f-+-t-t-+-t...1-t-+-t-t-+-t-t-+--,-t--t--lr-t--t-,r--t--t-r--t--t--r--t--t----f-+-t-f-+-t-f-f.-t-t-+-t-t-+--TOP OF PILE WRAP FOR PILES -,~--..1 TIP ELEV -18.5 <D I --r--- PILE LENGTH 40 PILE LOCATION PROFILE -------r---c-.. TIP ELEV -23.5 +----+--- . PILE LENGTH 45 TIP PILE EJ...E'{ LENGTH -28.5 50 +---+-- N I .. TIP PILE ELEV LENGTH -33.5 55 TIP PILE ELEV LENGTH -38.5 60 ro TIP PILE EJ...E'{ LENGTH -43.5 65 ,:t- N I TIP PILE ELEV LENGTH -53.5 75 ~ MLLW APPROX. MUDLINE AS OF DECEMBER 1999. DEPTHS VARY DAILY AND .-,.-......--SEASONALLY. SEE BOTTOM PROFILES FOR HISTORICAL RANGE OF MEASURED PROFILES. -.-.-... ---!r----MIN BOTTOM ELEVATION OF PILE WRAP FOR PILES DENOTES TIP ELEVATION OF EXISTING PILES AS SPECIFIED ON SHEET 1 OF CONTRACT NO 407 PLANS, DECEMBER 1939 SCALE: 1 "=10' (VERTICAL); 1 "=50' (HORIZONTAL) ti w LL . z 0 f--~ _J w +20-r--------;-,--------,,,--------T,-------i--,------~,-------r--,------~,--------r-,------~,--------, +10 - 0 -. . . . . . . . I . -10 - -20 - -30 - ...... ...... -40-'---------'--------'---------'-------~------~-------~------~------__,_------~------' 0 BENT NUMBER NOTE: EXISTING UTILITY LINES NOT SHOWN. CONTRACTOR TO VERIFY LOCATION ANO PROTECT IN PLACE. ~ ~ 1.,..1 g V, I ~ u'i I : to ~ 7 "' " "i .!i "' " C-3973 ~ .....---,~--,------------,----------T-"-----------------18 § OCEAN PIER REPAIRS ~ NEWPORT PIER .c BOTTOM PROFILES NEWPORT • No. 56980 • Exp. 8-30-09 PILE PROFILE ~ I--DA-1E-t-B-Y-+----OE-sc-Rt-PTI-ON------1f-APP-.-o.-1-o-E-S1GN-E=-o--SL-r-:o=RA=WN-MGR_A_a_A-1-C-ITY--OF-N_EW __ P_O_R_T_B_EA_C_H--.-H---5-1_6_9--S---1 l SCALE: 1 "= 1 O' (VERTICAL); 1 "=50' (HORIZONTAL) <!'~~ CJVTu _.d$ llF'CAL~ CHEa<ED OA1E i--------,---1 ?- REVISIONS FT 18 JUN 2008 PUBLIC WORKS DEPARTMENT SHEET 6 Of 12 G.: ~ ~ <O ~ ~ 11 ~ ~ <O ~ LIGHT POLE v <O r--v <O r-- ~ ~ ~ 24' TYP ~ 11 11 v r--r--v <O r-- ~ ~ NOTE: ELEVATION OF DECK SURVEYED BY CITY OF NEWPORT BEACH ON 10 MARCH 2000. ELEVATIONS TAKEN ADJACENT TO RAILING POST. N ~ OC) ~ ~ 11 ~ ~ 00 ~ EXISTING LANDSCAPED AREA, RESTROOMS, BICYCLE RACKS, ETC. RAMP j I{) (X) OC) ~ ~ 11 00 00 00 ~ EXISTING PIER PLAN: BENT NOS. 1-16 SCALE: 1" = 1 O' -0" t') I{) a, ~ ~ ~ 11 11 v I{) 0) ~ STAIRS LIGHT POLE 0 (X) t') t') "' r-- 0 0 ~ N N N ~ ~ 11 II v I{) 0 t') "' r-- 0 0 ~ N N N EXISTING LANDSCAPED AREA AND PARKING LOT ~ N a, N v ~ OC) v N t') t') N N N t') <O t') N t') v N t') N N N <O I{) v N OC) t') ..j. N (X) I{) v N a, I{) v N 20' TO BENT@ 20' TO BENT@ ------+------------------100' -----------------¥-------40' ------+------------------------140' -------------------------¥----20' TO ~ 0 a, ~ <O t') t') <O ..j. v v v N N N N \J ::>-- ~ I 11 11 v v a, 0 N v I{) <O v v ..j. v N N N N EXISTING PIER ELEVATION: BENT NOS. 17-31 SCALE: 1" = 1 o• -0" CONSTRUCTION NOTES [I] REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CRACKS OR CAVITIES , INSTALL FOX SYSTEM FX 70 ROUND INTERLOCKING JACKET AND POUR FOX SYSTEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. [fQ) WRAP PILE WITH PILE WRAP PER PILE WRAP SECTION DETAIL ON SHEET 12. @) REMOVE AND REPLACE ALL HARDWARD IN LONGITUDINAL DIAGONAL BRACING PER DETAIL 0 ON SHEET 9. @j REMOVE AND REPLACE ALL HARDWARE IN CROSS BRACING PER DETAIL ON SHEET 9. [}ill INSTALL NEW 4" X 16" TREATED WOOD STRINGER WITH SIX (6) 3/4" X 11" GALVANIZED N M <O 1-i-N 9 <O <O I{) 0 v I{) v N N ; ! 21 ~ vi v <O r--v 0 <.O N ~ r') I{) v N t') <O I{) v I~ N N I{) 00 <D t') r'l <O <O <O ..j. v N v v N ~ • TYP N N 1 ~ ~ 11 11 t') <O ..j. N a, 0 I{) I{) v v r--v N N N N ..j. ~ N <O v N BALBOA PIER r--~ <O <O v v N N ~ ~ 11 II "' ~ I{) <O v v N N L 9 L NOTE: r-- <.O ..j. N ~ ~ I II~ r'l <O v N 11 r-- 1{) v N 00 I{) v N 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. BENT@ C-3973 STEEL BOLTS, MATCHING EXISTING BOLT PATTERN, WITH GALVANIZED STEEL NUTS AND NOTE: WASHERS PER STRINGER DETAIL ON SHEET 4. TOE NAIL STRINGER ENDS NOT BOLTED OCEAN PIER REPAIRS WITH 4-40d NAILS AT EACH END. EXISTING UTILITY LINES NOT SHOWN. CONTRACTOR BALBOA PIER 00 0 I{) N c,, 3 -0 ,._ .... ., ., .c (.f) r-- 8 N (.f) 9= < a.. w a::: a::: w a.. ~ w 0 0 (.f) I O> "' ~ u, I :x: a::: 0 CD a::: <( :x: -0 ., 5 .c (.f) 3:: CD a.. ~ REPLACE ALL LONGITUDINAL CROSS BRACING PER SECTION O ON SHEET 9. TO VERIFY LOCA llON AND PROTECT IN PLACE. ~0• s~~~iii EXISTING PIER PLAN: BENT NOS. 1-31 0 ON SHEET 9. ~~t-;::-lr-----::-=:=::::-------t~t::;::;;:;-;;::;:---r;;;;-;:;;;::---,l--'-----------.-------1 ?' [I]] REPLACE FIRE BLOCK. ~1~t i-'-DA_1£__,__9_Y--'----DE-==-sc=RIP-::::T1:-:-0N------l.A_PP_'o_. -1-::DESl=GN=E::-D __;S:?:.L1,,.DR.,.,,A~WN_2M~GR~A~a~A CITY OF NEWPORT BEACH H-5169-S ~ ---------------------------------------------------------------------------------==---.J. ______ _:R:'.EVl:Sl:ON:,s ______ .J.:CH:E:CK:m:_..!L.2,DJ:0"Jf~8.;!!JU~Nizoo~82.J__!:P~UB~L;!!IC~WOR~~K~S~D~E?P~AR~TM~E~NT~fSH~-E!E-T~27-~-_:-o:F}1~2"Lf-l: CX) N v N LIGHT POLE 24' 11 ~II v N I 11 40' -~---~---flt--------¥1 o ,-N <.O ll) v N v v N M N 9 EXISTING PIER PLAN: BENT NOS. 32-47 SCALE: 1" = 1 O' -0" CONSTRUCTION NOTES (]] INSTALL SHIMS TO ELIMINATE GAP BETWEEN PILE AND PILE CAP AND PROVIDE SUPPORT PER SHIM DETAIL ON SHEET 11. I]] REMOVE ALL LAITENCE, GREASE, OIL, RUST AND OTHER BOND INHIBITING MATERIAL FROM PILE CRACKS OR CAVITIES , INSTALL FOX SYSTEM FX 70 ROUND INTERLOCKING JACKET AND POUR FOX SYSTEMS TWO PART EPOXY FX 70-6 INTO INTERLOCKING JACKET PER FOX INDUSTRIES WRITTEN INSTALLATION SPECIFICATIONS. [IQj WRAP PILE WITH PILE WRAP PER PILE WRAP SECTION DETAIL ON SHEET 12. ~ REPLACE ALL CROSS BRACING HARDWARE PER SECTION A ON SHEET 4. ~ REPAIR EXISTING PILE WRAP. RE-ATTACH TO PILE OR REPLACE MISSING WRAP. ~ REMOVE AND REPLACE ALL HARDWARE IN CROSS BRACING PER DETAIL M ON SHEET 9. DENOTES FISH SINK r-- ll) ..,. N BALBOA LIGHT POLE ..,. (0 ~ N CX) I() v N (0 I() v N DENOTES CONTINUOUS BENCH PIER 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. I() (0 v N I() (0 v N TRASH ENCLOSURE --~ 10 v I() v N N (0 v N 10 ¥--------------79'-6" ------------- 11 fil ~, ..,. N I 0 I") v N 11 I() ll) v N LIFEGUARD~ 24.63 RING I hl : . LIMIT APPROX OF 'Z-nd OVERHAN STuRY E, I vu ) I I I ~ ' I "~ I I I I I APROX. LIMIT 1st FLOuR FCUNDATION PLAN RUBY s DINE! 11 24. 50 hl ~ I --@ 111 ~ fil I 24.55 1 1 1 II m----110 I I I ~ ~ 11 I I I I 11 11 fil 11 0 I{) LIGHT POLE 80' DENOTES TELEPHONE STANO w---116 ~ 24.44 ~ ~ LIGHT POLE 11 ~ 11 ..,. N NOTE: ~ 11 N I") ..,. N N 9 ~ 11 N <D ..,: N EXISTING UTILITY LINES NOT SHOWN. CONTRACTOR TO VERIFY LOCATION AND PROTECT IN PLACE. ~ 11 LIGHT POLE C-3973 0 ·o 0 ~ en E E a. '° .... ,.;.; 00 ~ '° ~ <D 0 ~ -0 00 -., ., .r; ~ r---8 "' (/) a:: < e; a:: a:: w 0.. z < w u 0 (/) I C> <C> ~ '° I 7 ls ID ~ 7 en C: -~ ., C: ·a, C _';;!- Cl Cl < .----r---,-----------,--,---------------------------1;;;, OCEAN PIER REPAIRS j BALBOA PIER ~ No. 56960 PILE REPAIR PLAN ID . 6-30---09 ~ CJVJ\, ... --D=A=TE===BY========OE=SC=R!=PTl=ON===========AP=P'o=·:DE:s:,GN:EO:===SL=D=RA=lltl==MG=RA=Cl:.A I--C-ITY_O_F_N_E_W_P_O_R_T_B_EA_C_H~t-~~H~--5~1~6_-9_-~s-_: i OFc.l<L ~ .__ ____________________________________________________________________________________ ..._ _______ RE_vi_S1_0N_s ______ ...&.c-HE-cK_rn_.,:F.:.T1,.oA~1f:.::,e,;::;JU:::,N~2ooa=:..J1.-.:.PU.:;Bl::;,;IC;.W;.:.O.:;RK;,;:.::S:..:DE=.P;.;AR:..;,T:.:;M;:E::.;NT~.Ls-HE_ET....;;8_or.....;1~2;..J;:::- -----------24' ---------- ®- I DF 12x12 PILE CAP 1 10 1 2 X 4 BRIDGING 20d GALVANIZED NAILS TYPICAL------ DF 4x16(TYP) DF 4x8 BRACES© (TYP) 1-3/4"x11· BOLT. 1"xJ" SPACER AND WASHERS AT LAP JOINTS Of STRINGERS TYPICAL. CONCRETE DECK ,,,____,,,_ 2' -0" (TYP) 1" X 18" BOLT • & WASHERS 1 710 (';;\ WITH SINGLE \V CURVED r.j"\ 4)s"X 4)s"SPIKE \.V GRID (TYP) DF 6x16 EDGE STRINGER (TYP) L 4 PILE BENT BENT NOS. 1-21 • 25-32· 36-42 SCALE: 1 " = 4' <t. I ®- I DF 12x12 PILE CAP 1 10 1 ¥-------------------40' _________________ ..,,, 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4)s"X 4)s"SPIKE GRID (TYP) 2 X 4 BRIDGING 1-3/4"x11" BOLT. l"xJ" SPACER AND WASHERS AT LAP JOINTS OF STRINGERS TYPICAL. 20d GALVANIZED NAILS TYPICAL DF 4x16(TYP) ---+-,F+--\-7' -8" ---- STRINGERS BOLTED THRU CAPS WITH 3/4"X30" BOLlS AND WASHERS WHERE SHOWN. TOE NAIL STRINGER ENDS NOT BOLTED, WITH 40d NAILS TYPICAL OF 4x8 BRACES (TYP) ® 0 © ® CONCRETE DECK 1 710 CD DF 6x20 EDGE STRINGER (TYP) 6 PILE BENT BENT NOS. 22-24· 33-35 SCALE: 1" = 4' NOTE: DIMENSIONS OBTAINED FROM 1939 l'-------------------------------------80' _ ......... _________________________________ _ DESIGN DRAWINGS, PLAN NO. 406, FILE NO. H-4958-S AND FROM DECK DF 4"x8"x4' -0" SPLICE BLOCK BELOW (TYP) OF 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 ' ' ' ct ,PIER ' ' ' . ' 2 X 4 BRIDGING DF 4x16 (TYP) 1-3/4"x11" BOLT. t"x3" SPACER AND WASHERS AT LAP JOINTS Of 20d GALVANIZED NAILS TYPICAL DF 6x20 STRINGERS TYPICAL ~INGERS BOLTED THRU WITH 3/4"X30" BOLTS AND WASHERS WHERE SHOWN, JOE NAIL STRINGER ENOS NOT BOLTED, WITH 40d NAILS TYPICAL ~ 7'-9" (TYP)----, 0 @ @) ® ® ® !lL~,1~: ~ENT (BENT NOS. 43-47) DF 12x12 PILE CAP DF 6x8 DIAGONAL BRACE (TYP) DF 4x16 STRINGER (TYP) 3/4"11) x 12" LAG BOLT AND WASHER (TYP) ----+-'"ti"'- 3/4"¢ x 12" LAG BOLT ,.1-l'o-+---++-AND WASHER (TYP) 0 ct PIER ' ' ' ' I I I ' -I,-.....-, CONCRETE DECK DF 4x8 BRACES (TYP) ® 2 1" X 18" BOLTS & WASHERS WITH SINGLE CURVED 4.lfi"X 4.lfi "SPIKE GRID (TYP) 0 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 3/ 4"¢ THRU BOLT, fall--t--45· WASHER, N0.2 4" SPLIT RING (TYP) DF 6x8 DIAGONAL BRACE (TYP) 12x12 PILE CAP LONGITUDINAL DIAGONAL BRACING DETAIL BENT NOS. 10-43 (9 LONGITUDINAL DIAGONAL BRACING DETAIL (BENT NOS. 43-47) SCALE: 1" = 4' SCALE: 1 " = 4' C-3973 CX) 0 l() N 8 Cl'> ;o " a, -., ., ti r--0 0 N (/) er: <( 0... ~ er: w 0... z <( w g (/) I a, '° -l() I J: er: 0 cc er: <( :c Cl'> _.; L ., ., C: Cl'> C: w 0 0 <( (.) .---.----r------------,---r--------,-------------------1"·-o BALBOA PIER NOTE: EXISTING UTILITY LINES NOT SHOWN. CONTRACTOR TO VERIFY LOCATION AND PROTECT IN PLACE. No. 56960 . 6-30-09 C'IVU. OF CAL OCEAN PIER REPAIRS BALBOA PIER EXISTING PIER SECTIONS ., L 0 .c (/) ;;:: cc 0... "' r--+--+-------------t---t-----,------,r------------,-------IL i---o_A_TE~a_v~ ____ DE_sCR_1_P11_0N ____ ~_AP_P'_o."tco,,-,Es=1GNED==---SL+--D-,-,RA=-M-i-MGR_AC1-iA CITY OF NEWPORT BEACH t----H--5-=-1_6_9_-S--=--t:3 REVISIONS CHECKED FT DA1f8 JUN 2008 PUBLIC WORKS DEPARTMENT SHEET 9 OF 12 ,_;.: ::;;;: :::> +30 - +20 - ~ +10 - 0 ~ ....J ::;;;: w w u. z 0 0 - ~ -10 - Gi ....J w -20 - -30 - -40 - -50 - -60 - 10 15 20 25 30 (X) .......... --i---1-1' + ----------------· 35 40 ~ DENOTES BENT NUMBER 45 .------TOP OF EXISTING DECK 2.4'± 3 TOP OF EXISTING PILE ~ ! l---+---+--+--+--+'-.....,"-+--+--+--+--+---+----,t---+---+---'--+--+--+--+--+--+--+---l-....... l---+---+---+--+--+--+--+--+--+---l--l---+---+--1 .... ,___ TOP OF PILE WRAP FOR PILES TIP El..EY'. -16.8 PILE LENGTH 40 ""---1"1===:t--:=-!=i-::::-:::---• -+----+----------+-+--+-------< -t---+---------7-t-+----H<N~ ' ---...._----.._ ! r-----------....r-. gj ----r-- l ----I I---·---r-.... I ---+---+----+-+-_ --1-,,l~"'-l MLLW .... APPROX. MUDLINE AS OF DECEMBER 1999. DEPTHS VARY DAILY AND .--+-+---SEASONALLY. SEE BOTTOM PROFILES FOR HISTORICAL RANGE OF MEASURED PROFILES BELOW t ----mt-ffi+~ -WlJ TIP PILE EJ..EY'. LENGTH -31.8 55 TIP PILE E.i..EY'. LENGTH -36.8 60 TIP PILE ELEV LENGTH -41.8 65 TIP PILE EL..E':i LENGTH TIP PILE MIN BOTTOM ELEVATION OF PILE WRAP TIP ELEVATION OF EXISTING PILES AS ORGINALLY ~ SPECIFIED ON SHEET 1 OF CONTRACT I/ NO 407 PLANS. DECEMBER 1939 ------------ PILE LOCATION PROFILE -46.8 70 ELEV LENGTH SCALE: 1 "= 1 O' (VERTICAL); 1 "=50' (HORIZONTAL) -51.8 75 TIP PILE E.i..EY'. LENGTH -56.8 80 t-::---~ MUDLINE JUNE 1, 2001 i' I I I I I I I I +10 -~ • ~:::_ APPROf !MATE LIMITS OF -tUNE 1991 1939 TO :;;; I ~. ~c-._ ----.,.. - - I I I I I I :::> 0 -~ --- --J ___ MUOLIN1 DEC 1999 0 ----r----.. ,__ ~ ....J -------::;;;: -10 -f ----I ----I f • . f -..:.._ -----I f f I I-----w ------w ·-I'--u. --. - . r---::----z L MUDLINE -----0 -20 -JUNE 1 2001 ---~ ~ .t ....... ,1....,.__ __ . . . I I I I I I -• i-.:::-. I I ~ I ---= ~ . ~ MUOLINEI JUNE --....J w 1, 2001 --- -30 - I I I I I I I I I -40 _,_ __ _._ ______ _._ ______ ~-------~--------------'-------~---------'----' BENT NUMBER BOTTOM PROFILES SCALE: 1 "= 1 O' (VERTICAL); 1 "=50' (HORIZONTAL) BALBOA PIER NOTE: EXISTING UTILITY LINES NOT SHOWN. CONTRACTOR TO VERIFY LOCATION AND PROTECT IN PLACE. C-3973 .2 u 0 ~ c:» E E 0.. ~ ,;; in oc «: fri oc oc uJ 0:: ~ 8 (/) I "' (0 u'i I ? ~ a:, oc < ? 0, £; ~ ~ ,£; c:» C: ~ Cl ~ r---r--r------------,---r--------~.------------------t~ OCEAN PIER REPAIRS BALBOA PIER PILE PROFILE ~ 0 ..r;; ~ ~ ~ t----1--t------------;----:-t-::::c::,-::~--=-:-:::-:---f-------------,--------lf" DATE p APP'D. DESIGNED DRAWN $ - t--~B-Y ~---oc_sc_R1_TION ____ ~ _ _..,,==---=SL+----'M=GR=Ac;:;c..;..i1A CITY OF NEWPORT BEACH H-5169-~ CHECKED 1---------~ REVISIONS FT DA1f8 JUN 2008 PUBLIC WORKS DEPARTMENT SHEET 10 OF 12 .:..: 3 4-fM -.iL £A ~ ; 'I' 8" ~ T 8" ....J._ ~-. ·- ,. • 'I I ~ . 0 0 " -r •. 1/2 ,.,,,--4 II " • . ·- • -.. "' 8'-0" 40d NAIL EA POST 40d NAIL EA SPLICE .. . -A . • •• . . ' . . . • • . 4 . ... ' . •• • . . _4 ,, MAX ' . : --4 • -. . . . . . • • • • . • . •. . • • • .. . ~ .•·. . ;, . . "·rs i ,. 11111 . "' ' . ,, . . ·1 • ,: • 0. • • . . . • 0 40d NAIL EA SPLICE • f I'" S" DF 3x1O TOP RAIL ---+--OF 3x6 SIDE RAIL (lYP) 3'-6" ... ·. g"tll BOLT W/ Ml WASHER NOTE: REMOVE AND RE-INSTALL ALL TRANSVERSE AND LONGITUDINAL BRACING. REMOVE AND REPLACE ALL ASSOCIATED HARDWARE. TOP OF PILE WRAP +8' / (1~) TYPICAL GUARDRAIL FRONT ELEVATION EXISTtNG EDGE STRINGER ..---LONGITUDINAL PILE WRAP SEAM. ORIENT SEAM TO FACE TOWARD SHORE. NOT TO SCALE SET PILE STRAP TO CLEAR DRIFT PIN FOR PILE TO CAP REPAIR 10 I I 10 I 11 '---+---1 PILE CAP II 11 0 ------SHIM EXISTING GAP TIGHT SEE SHIM DETAIL HEREON u-----+--L4x4x 1 /2" EA SIDE 1 "121 BOLTS (TYP.) PILE STRAP CONNECTION DETAIL NOT TO SCALE TYPICAL GUARDRAIL SECTION 3" II 11 1 "¢x24" DRIFT PIN ---+--J.1.----1 11 I 11 ~ V L4x4x1/2" ----I I B 1 /2" PILE CAP I I I I I p:::i I I §::::J 3' g" 3" NOTE: REMOVE PORTION OF ANGLE FOR CROSS BRACING ANO ATTACHEMENT NOT TO SCALE EXISTING GAP - (VARIES) 12" X 16" X 1 /2" GALVANIZED STEEL PLATE DRlLL 1 /2" DIA. HOLES FOR LAG BOLTS ANO MACHINE 1 1 /2'' SLOT THROUGH THE MlDPOINT OF THE PLATE TO ALLOW FOR PASSAGE OF THE DRIFT PIN CD 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 lWRC. STAPLE EA CROSSING OF PILE WITH 3/8"x5" STAPLE BATTER PILE NOTE: PILE LASHING DETAIL EXISTING UTILITY LINES NOT SHOWN. CONTRACTOR TO VERIFY LOCATION AND PROTECT IN PLACE. 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. / TRANSVERSE PILE WRAP \ JOINT AS REQUIRED \ ~ Cu / QD rXlSTING MUDLINE ..---LONGITUDINAL PILE WRAP SEAM. ORIENT SEAM TO FACE TOWARD SHORE. SHIM DETAIL N.T.S. / TRANSVERSE PILE WRAP \ JOINT AS REQUIRED \ 1---1!--1 ~ !@ SPECIFIED TIP ELEV (VARIES) TYPICAL PILE WRAP N.T.S. 0, ~ -j ~ r-- 8 N V, a: < ~ f!:i CL ~ 0 V> I a, "' "' I ? ls a, ~ ? "' .!: $ .!: "' nss ~==~==~================][:Jr------,----------~C:::_:-::3::97'._.::3~§ ~ \ OCEAN PIER REPAIRS { ., NEVVPORT PIER AND BALBOA PIER 6 No. 56980 • PILE REPAIR DETAIL ~ p. 6-30-09 ~ q~~~ ~DMATITEiRB~Y---~OE~SC~ffiP~TI~ON;-----7~~~0~.rnoE~$~G~~o:--1roo~A~~:.---l-----------r----_J~3l~ ... --------------------------------------------------------------------.:::~"""!~::::_Jr:-:-~=-:-~=-=-=-=-=--=y~~~=-=-=-=-=-=-=-~~=-~t:'~::--:~Sl~:[~M:GR:AC:IALC~ITY~O;F~N;E;w;P~O;R;T~B;EA;crH'J' ~H~-5!1~6~9J-S~ REV1$0NS CHECKED DATE t--------1:::, FT 18 J.JN 2008 PUBLIC WORKS DEPARTMENT SHEET 11 OF 12 ;:::- NOT TO SCALE cp 4 1 NOTE: PILES ARE NIJvlreRED IN EAC-H !?ENT FR.CM WEST TO EAST cp cp cp cp Gp < > NOTE: SHIM 3/4" GAP BETWEEN PILE ·BUTT ~ ~ ~ ? ? ~ ~ ~ ~ ? ~ ~ 9 ~ ~ ~ ~ ~ i i i i i i i i I I I i j i i i i i 1 I 1 I I I I I I I I I I I I , µ I I <if) ADDITIVE f,ID ITEM #I: REMOVE MARINE E:>RONTH FR.avl AU... PILES, e,ENT NOS. W THMBH 47. .,..,,.---....... ,,, rx " ( 1 C-lJT v'FF ELEV ' /-~-- -t--b rE\ PILE TO CAP :::::: \ \.]__V CONNECTION ------1 / ----r-----~ u MLLW NO[E: REMOVE AND RE-INST AU... AU... TRANSVERSE AND LON6ITl.PINIL e>RAC-INE1. REMOVE AND REPL.Aee AU... . L~A/C/Ca;v.1/.?t:;~JAIIA TFJ:.12.D_JH:!tA'\EI< -Cl:rn.· ,~-8,E__--_ _J T lff' Cf' PILE WR/lP +:B' Gi) LONGITUDINAL PILE 1-+---WRAP SEAM. ORIENT SEAM TO FACE TOWARD SHORE ' ll J .l. J .). 11r---1----t----1t--:;:::::;::2tri====-:.z1 .. r----i----.--,1 ... / B'\ TRANSVERSE \2_V PILE WRAP JOINT AS REQUIRED l\ I ffJENP: ~1-C CB:~:; 1~EP~l'R PLAN ◊ -DENOTES PILE REPLAC-EMENT PER EB ~ -DENOTES PILE TO e,AP C,ONNEC,TION REPAIR {D PER ~ PILE REPI...Aa=MENT SC,HEDLLE PILE LOCATION PILE WRAP REQUIRED BENT PILE TIP ELEV APPROX. APPROX. TOP BOTTOM MIN. NO. NO: LENGTH MUDUNE ELEV. ELEV. LENGTH 16 '? -:-:?1.8 ...... '?? + 7.'3 +B. . ;-:-(, [4 . 27 ... L.. :-c:?6.B W.. :-:-'3J ...... +B. ........... :-:-li. .. ..W. .... . . "21 .. l ..... :-cA-6.8 ..... 70 .. :-:-11:d . +B ........ :-:-ii ......... '?.tl. .. . ....................................... ········ .. ··········· .. ·········· ......... -............. - ........ --... ...... ............ ... ······· .......... ---. ··-......... ········· ..... ·----- •....•. ······· ········ ..... ········ ····•·····•···· ..... ••••••• . .. .. ....... . ············ ........ . -•···· ......................... '" .... ,, ..... ,. .. ········ PILE TO e,AP REPAIR %HEDI.LE PILE LOCATION BENT PILE BENT PILE NO. NO. NO. NO. '?.. l ......... ,, i . .4 .... j . . ..... ,, .4: ... .?. .... l ......... ·"-·· w . .6 .... 1. . ........ ~ .... 'l--.. .7 .... J. . . ....... '"' I .B. .... l . ...... .'6 .. 1-. .. '3 1-......... ~ .. J. IO I . . . . . o/.:l . .I .u j ....... '-:! .... , .. . 1'2-I ........ o/.1 .A . .1, I ......... AO .. I .. 14 . ·I.. ········ .AO .. , .. ·I?···· I ......... AO 4 .w,. I ......... -41 I 171·········.4i.I. If> . I ........ -4"3 6 B l · · · · · · · · · 46 · .~ ·. w r ·····•····· .......... . it . l" ········ ······· ...... . ·21.: . i··· ········ ............. . ·24 1········ ....... . ·24 4··· ········ ······· .. . 1:5 I.... . .................. . u l ········ ............. . wr······················ z.-J r .... ······· ...... . ,o I ....... ··• ······· ...... . ·,o 4 ............ ······· ,1 I . . . . . . . .. . . . ..... . ,r ·~··· ····•··· ·•····· ..... . ,r 4 •••••••• • •••••• • •··•••• ·31: I ............ . I. \ NOTE: SHIM 5/8" GAP BETWEEN PILE BUTT PU E REPAIR NOTES: ' THE PIER SHALL re c:LO!SEP TO THE PUe:Lie, Ol't.. Y reTWEEN JAtVARY 1.., 1.001.. AND FE.e>Rl.JARY 14,, 1-001.. (f, WEEKS). THE C,CNTR.AC,TOR AT 1115 OPTION MAY %HEDLlE ALL Pl.E REPLAC-EMENT WCf<Y-.. AS HIS FIRST WCf<Y-.. TA£K IN ORDER TO DEPIC-ATE TIME TO DECK DE.Mtt:lTION ANP REPLAC-EMENT WORK WHEN THE PIER SHAU... re c:L06ED TO THE PUeil...lC,. IF THE C,CNTR.AC,TOR El..UTS TO DO PILE REPI...Aa:.MENT WCf<Y-.. FIRST, HE MAY KEEP THE PIER OPEN TO THE PlJe:LlC, lNDER THE Fru.oNll'le7 C,ONDITIONS: NEATLY SAW cur THE MINIMIJvl AREA Cf' C-ONC:RETE DECK AND 1..X DEC-KINE:i NEC-ESSARY TO EXPOSE THE Ttf'S Cf' THE TWO STRINE:e.RS AND THE CLEAR SF'AC-E e,ETWEEN THEM THAT IS CLOSEST TO THE PILE TO re REF'l.AtED. THE LIMIT Cf' SAW cur AREA SHAU... re C,LEARL. y MARKED WITH PAINT e,y THE Ui'NTRAC-T&R TWO DAYS eeFORE SAW aJITINEi IS sa-mJ...ED. THE LIMITS Cf' aJ!TINEi SHALL re APPROVED e,y THE EN61NEER PRIOR TO ANY DECK REMOvll.. NOTE: 4. . L .l. C:-ARE.Flil Y REMOVE AND DISPOSE Cf' AU.. MATERlll.S. PROTEC-T THE PlJi;!...IC:-FRCM THE WCf<Y-.. AT AU... TIMES Cf' WCf<Y-.. HOLRS AND NON-WCf<Y-.. HOLRS EVERY DAY Cf' THE WEEK FOR THE DURATION Cf' THE PILE REPLAa:MENT WORK. Sl.f,MIT A PUl!LIC:-SAFETY PLAN TO THE ENl:'JINEER FOR INFIIRMATION AT THE PRE-C-ONSTRU:::-TION MEETINEi THE SAFETY PLAN SHALL DE%Rlre IN DETAIL HCW THE Ui'NTRAC-TOR SHAU... f,ARRIC,ADE THE PlJe:LIC, FRav1 AU... WCf<Y-.. AREAS, ANY TEMPORARY TIMES Cf' SHORT DURATION PIER c:-LOSLRES THAT MAY re REQUIRED, AND HCW PlJfiLIC-AC-C,ESS TO AU.. OTHER AREAS Cf' THE PIER WILL re MAINTAINED DlRINEi THE PILE REPLAC-EMENT AND REPAIR WCf<Y-... WITHIN ' DAYS Cf' REF'I..Aa:MENT Cf' AU.. PILES, AU... SAW cur DE.C,K uf'ENINEiS SH.ALL re REPAIRED IN KIND TO THE SATISFAC-TION Cf' THE ENEilNEER. AFTER UiMPLETION Cf' PILE REF'l..Al-EMENT WCf<Y-.. THE PIER SHALL REMAIN uf'EN TO THE PUl!LIC:-\J'JTIL JANUARY 2, 1.001.. AT WHIC,11 TIME THE PIER MAY re c:L06ED TO THE PLJf:,LIC, FOR THE Sf'EC.IFIED TIME LIMIT . --111--II 1r "' EXISTIN0 MWLINE (VARIES SEE SHEET :B) - IC'\ \2_V f,OTTaA Cf' PILE WRAP ,____,_ ___ Sf'E(;.IFIED TIP ELEV (VARIES) ® TYP. PILE REPLACEMENT 12 SCALE: 1" -4' C-3798 0 g ~ C1> E C1> ;, -0 csl -.; ., f ..... 8 N (/) 0:: < fr; 0:: ffi a: z < w g (/) I "' <D -I{) 1 ? ~ 8i! < t C -~ ., C: ·o, ;§, 0 0 < -----,.-----------,--""6=~----------------------1> REVIEWED -o CJ) ~ 0 EXISTING UTILITY LINES NOT SHOWN. CONTRACTOR TO VERIFY LOCATION AND PROTECT IN PLACE. PRINaPAL aVIL ENGINEER R.C.E. NO. 43003 REHABILITATION OF BALBOA PIER PILE REPAIR PLAN t a:) = ~ l--l~-l-------------1---t==-====:;::::::::::==t------------,----::-1~ DATE BY DESCRIPTION APP'D. DESIGNED SL DRAWN MGRACIA CITY OF NEWPORT BEACH H-5164-S (J) 1-----''------'------------~--f-===---+:-:-:=-----1 1-------1? REVISIONS CHECKED RS DA1fs JUN 2008 PUBLIC WORKS DEPARTMENT SHEET 12 Of 12 i;_: