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Home My WebLink AboutH_5157_SPUBLIC WORKS DEPARTMENT BALBOA PIER REHABILITATION 1. 2. ::c u <[ w "' z D I-LC) z -I-z ::::, ::c L..... D IP, t;; ;;; ADAMS AVF. CITY □F ~ COSTA ~ MESA ~ t, ~ ii! li1 ~ VICTIRIA ,..; > "" '"" 0 -INDICATES AREA SH□-.,N □N L□CATI□N MAP VICINITY MAP NOTTO SCALE " ~ ORANGE COAST COLLEGE I ! ST ST, BAKER lo Utfi\(RSITY 1 41 ~ CITY □F IRVINE U.C.I. THE EXISTENCE AND LOCATION OF THE UTILITIES AND FACILITIES WERE OBTAINED FROM THE BEST AVAILABLE RECORDS. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE UNDERGROUND AND UNDER PIER UTILITIES AND FACILITIES DURING CONSTRUCTION. ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1997 EDITION, AND ITS SUPPLEMENTS, AND THE CITY OF NEWPORT BEACH STANDARD SPECIAL PROVISIONS AND STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION. 3. THE PRECEDENCE OF CONTRACT DOCUMENTS SHALL BE AS FOLLOWS FOR THIS CONTRACT: a. PERMITS FROM OTHER AGENCIES AS MAY BE REQUIRED BY LAW; b. THESE PLANS (SHEET NOS. 1 THROUGH 28); c. SECTION 800 THROUGH 1070 OF THE SPECIAL PROVISIONS; d. SECTION 0-1 THROUGH 799 OF THE SPECIAL PROVISIONS; e. STANDARD DRAWINGS AND STANDARD SPECIAL PROVISIONS; f. REFERENCE SPECIFICATIONS. CONTRACT NO. APPROVED: __________ _ PUBLIC \,/DRKS DIRECTOR APPROVED: _________ _ CITY ENGINEER LOCATION MAP SCALE: 1" = 200' BALBOA PIER DATE: DATE: BALBOA PIER RESTROOMS 3312 CONS·RUC· ON NOTES 1. SEE APPLICABLE PIER CONSTRUCTION NOTES. 2. DIMENSIONS GIVEN ON THE DRAWINGS MAY VARY FROM ACTUAL EXISTING CONDITIONS. THE CONTRACTOR SHALL PERFORM A CAREFUL FIELD MEASUREMENT AT EACH LOCATION FOR EACH FABRICATED ITEM BEFORE ANY FABRICATION IS BEGUN. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO VERIFY THAT SHOP FABRICATED ITEMS FIT TO THE TOLERANCES ALLOWED. 3. ALL ELEVATIONS ON THESE PLANS REFER TO MEAN LOWER LOW WATER DATUM (MLLW). (o.o· MLLW = -2.73' MSL) Prepared by: APPROVED SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 INDEX DESIGNATION TITLE SHEET PIER ACCESS PLAN EXISTING PIER PLAN: BENT NOS. 1-16 EXISTING PIER PLAN: BENT NOS. 17-31 EXISTING PIER PLAN: BENT NOS. 32-47 EXISTING PIER SECTIONS DEMOLITION PLAN PILE REPLACEMENT PROFILE PILE REPAIR PLAN PILE REPAIR DETAIL FRAMING REPAIR PLAN CONCRETE DECK PLAN ADDITIVE BID ITEM #2: CONCRETE DECK PLAN WITH CAP COVERS DECK FRAMING PLAN DECK DETAILS FURNISHINGS PLAN GUARDRAIL DETAIL FABRICATED METAL ITEMS PIER ELECTRICAL DEMOLITION PLAN SINGLE LINE DIAGRAM & GENERAL NOTES ELECTRICAL PLAN -BENT 1-26 ELECTRICAL PLAN -BENT 27-47 ELECTRICAL DETAILS MECHANICAL DEMOLITION MECHANICAL DEMOLITION DETAILS MECHANICAL INSTALLATION MECHANICAL INSTALLATION SECTIONS AND DETAILS MECHANICAL INSTALLATION DETAILS C-3312 APPROVED APPROVED APPROVED REHABILITATION OF BALBOA PIER 2201 DUPONT DRIVE, SUITE 620 1-----+-+----------+----ll-iiiuTimLJTiiii'ESi;""Dn<'EP"'ADTRTM"'EN"'T~-GENERAL SER"1CES DEPARTMENT FlRE DEPARTMENT DESIGN ENGINEER R.C.E. NO. 19111 NOBLE CONSULTANTS, INC. IRVINE, CA. 92715 949-1,2-1!!530 9-49-752-8381 (FAX) 1---+--+-----------+----,DATE -----::=:;==---DATE -----::=:;==---DATE ______ 1 DATE -----::=::;::==---==J-- DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH 1-------'---'----R-E\"1-SION-S -----'----,l-----+---+------1----+----+-----+=CH=ECK=ED~---,l=,DA=TE~---, PUBLIC WORKS DEPARTMENT I -SH-EE-T -, _O_F_2_8--I DATE BY Sr -5157-S i':; ~ A ST MAIN ST 1-t-------------+---BALBOA PIER RESTROOMS - NO ACCESS AREA BENT NO. 1 ,_---~==r~-;:r"-./'------------1 -/ l_t------F-----;::;-BA:-cL--;:Bc:;O-;-A-;P;::;l;:cER;:;-------+----PIER PLAZA AREA TO BE REPLACED DURING 2002 BY CITY. DESIGNATED STAGING AND STORAGE e------=----+--------AREA UNTIL 3/29/02. ERECT TEMPORARY -BARRICADES TO PREVENT ACCESS BY UNAUTHORIZED PERSONNEL. PIER ACCESS NOTES: 1. IF CONTRACTOR ELECTS TO UTILIZE EXISTING PIER FOR TRANSIT OF ANY CONSTRUCTION EQUIPMENT AND/ OR MATERIALS TO WORK AREA, SUBMIT PIER ACCESS PLAN PER SECTION 800-5.0 OF THE SPECIAL PROVISIONS. 2. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR TRANSIT OF ALL EQUIPMENT AND MATERIALS OVER EXISTING PIER AND ANY DAMAGES THAT MAY OCCUR TO THE EXISTING PIER AS A RESULT OF HIS MEANS AND METHODS USED TO CONVEY SAME TO THE VARIOUS WORK AREAS. 3. CONTRACTOR SHALL NOT BLOCK ACCESS TO PUBLIC PARKING LOT AREAS ADJACENT TO HIS DESIGNATED STAGING AND STORAGE AREA. 4. CONTRACTOR SHALL ASSIGN TWO FLAGMEN TO WALK IN FRONT AND REAR OF ALL CRANE AND TRUCK MOVEMENTS WHEN IN TRANSIT TO PIER ON NON-STREET AREAS AND ON PIER FOR PURPOSES OF KEEPING PUBLIC CLEAR OF PASSAGE. Z:\Noble _Do. to.2\Job 700\J782-04 \Dro. wings\Bo.lboo._Pier \Deto.ils\Bo.lboo.300dpi,jpg WASHINGTON ST PALM ST 0 I CD BALBOA P'ER ACCESS PLAN SCALE: 1" = 40' 40 80 I I FEET PUBLIC PARKING AND ACCESS TO REMAIN CLEAR A" ALL TIMES 120 I PNP,CINd by: NOBLE CONSULTANTS, INC. APPROVED 2201 DUPONT DRIVE, SUITE 620 l------1----1-------------11------J·-,D~ES;;;IGN"Ec,;;N°"GIN:;c,EE"R-- IRVINE, CA. 92715 R.C.E. NO. 19111 949-752-1530 949-752-8381 (F'AX) 1----+--+--------------<,-----<DAlE ---:==;:::=:--- C-3312 REHABILITATION OF BALBOA PIER P R ACCI :SS PLAN DAlE BY DESCRIPTION APP'D. DESIGNED DRAI\N CITY OF NEWPORT BEACH H-5157-S 1--~-----------~~-+=~---+c-~-----, REv1SIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT !SHEET 2 OF 28 L ----------------------=-_J L ~-------------------------------------------------300' --------------------------------------------------+--------,-20' TO BENT@ ~ ~ <D ~ ~ 11 ~ ~ <O ~ LIGHT POLE -st-<D r---st- <D r---~ ~ ~ 24' TYP ~ 11 v r---r----st- <D r---~ ~ NOTE: ELEVATION OF DECK SURVEYED BY CITY OF NEWPORT BEACH ON 10 MARCH 2000. ELEVATIONS TAKEN AT FL OF CURB UNO. N ~ 00 ~ ~ ~ ~ 00 ~ EXISTING LANDSCAPED AREA, RESTROOMS, BICYCLE RACKS, ETC. RAMP 5 j L[J 00 00 ~ -- ~ 11 00 00 00 ~ EXIST NG PIER PLAN: BENT NOS. 1-16 SCALE: 1" = 1 0' -0" • I • l I u • I • 6 t') L[J a, ~ ~ 11 v L[J a, ~ rn .,,....._a, -~ ~, IHn 11 MIH 111 11 1-n .J7 I ltfh1...f1 I Mll.rfh _fl I hn..r1 M rlTh-rf1 rn-Hll-ri} - (2'\ EXIST NG PIER ELEVAT'ON: BENT NOS. 1-16 \v SCALE: 1" = 1 0' -0" LIGHT POLE 8 9 0 00 t') t') a, r--- 0 0 ~ N N N -ftl- ~ ~ ~ 11 11 11 -· --v L[J 0 r') a, r--- 0 0 ~ N N N STAIRS EXISTING LANDSCAPED AREA AND PARKING LOT t10' TYPt ~ • • • I D ' I I ' ,r# -'1/ ~ ~-- ~rn-~ hfl-1 mfl ~ n.., I I I I ~ -st- N N ' ~ 11 ~ r') N N - --s.y,>'S(\ Prepared by: NOBLE CONSULTANTS, INC. 11 N a, ~ 00 t') r') N N -- ~ ~ 11 11 <D N 0 r-- t') r') N N PIPE RAIL HANDRAIL ~-DENOTES BENT NO. TYP N <D v L[J -st'. -st'. N N ---- ~ ~ 11 <D L[J r') L[J v v N TYP N -3" ID PIPE (TYP) 0 00 v L[J v -st'. N N -ftl--- ~ 00 r') v N ~ 11 a, L[J v N NOTE: LIGHTING AND POWER CABLES IN CENTER PIPE RAIL (TYP) r 2" ID PIPE (TYP) -37 11 ,,I ' I. II ., I I . , I II ,r I I ' ><:y'-/>< ~~ APPROVED • ... ' ~ ' 'I"' .>'l,\ ------ I"-,_ E D 7 --"~MLLW XISTING SAND LEVEL ECEMBER 1999 C· 3312 REHABILITATION OF BALBOA PIER 2201 DUPONT DRIVE, SUITE 620 1---+---+------------+---t DESIGN ENGINEER R.C.E. NO. 19111 IRVINE, CA. 92715 949-752-1530 949-752-8381 (FAX) 1---+---+------------+---t DATE ---==:;:==----:xis-NG P -R PLAN s :N NOS. 1 16 DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5157-S 1---+--~---------~--t ~~---tc-~-----l REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT I SHEET 3 OF 28 DATE BY L 20' TO BENT@ ------~"---------------------100' ---------------~"-------40' -----~-----------------------140' -----------------------#------20' TO LIGHT POLE r N I") I '-". I '-". v v r o r ~ O> ~ lO lO I") lO L{) I v v v v v _£i.._ N _ _fcL N N ~~ ~ . -- 24' ~ \J ::::::,-... ~ ~ ~ ~~ ~ 11 I 11 11 11 11 2b 11 • --0 ..,--□o, -□---I v 0 0 v N L{) lO lO ~~ v v v v v N N N N N PIER CLOSURE GATE I") L{) <O v 'Sf' N N DENOTES XS NG p R PLAN: BEN f NOS. 17 31 TELESCOPE SCALE: 1" = 1 O' -0" I I I II ., I II I I I I II I I II I ---<:y<_X'\ .x:;x'>'< ;><,,_'.»<,xy. G) ;c:~;T1I ~ G 1:. ~~.~ ELEVATION: BENT NOS. 17 31 LIGHT POLE L{) I "! v N 11 I") <O 'Sf' ~~ N 40' r ~ 24' v N I O> L{) ~" 'Sf' N N v N DENOTES 8-FT BENCH I ., I I ><..'»<.Xx Prepared by: NOBLE CONSULTANTS, INC. I") co " ~ lO lO lO lO 'Sf' 'Sf' v v N N N N ~ ~ ~ ~ 11 11 11 .. 0 co O> ~ L{) L{) lO L{) v v v v N N N N I II I I I II I I ~/X:\ ~X'\ EXISTING SAND LEVEL PER DECEMBER 1999 SURVEY APPROVED 2201 DUPONT DRIVE, SUITE 620 1----+---+-----------+----t IRVINE, CA. 92715 DESIGN ENGINEER R.C.E. NO. 19111 " lO v N ~ 11 .. I") lO 'Sf' N ., I 949-752-1530 949-752-8381 (F,IX) 1----+---+-----------+----t DAlE ---:=:;:==------:- BENT@ " L{) v N ~ 11 co L{) v N - 7 , v MLLW " ~,,>'x: C-3312 REHABILITATION OF BALBOA PIER --:xis-NG P -RP' .AN: Br:N-NOS. 17 31 DAlE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH ·5157-S 1--~-~----------+----t~cH=Ec=KED~-1-c-DA=lE~----, -------1 REVISIONS PUBLIC WORKS DEPARTMENT I SHEET 4 OF 28 I. L . ., 20· ,., 40' 20' TO , , • BENT@) 7 , , , ' y y LIGHT POLE 32 " N I 1: 1 '<!: 111'. -st--st-~N ~~ r ~N 1 t CX) 11 N -st---1-N ' ,. ~ ~ ~~ ~ ~~ ~ ~I > 24' 40' 11 I I I I I 11 ~II 11 N I lO I s:t= s:t= I I ~~ N V I N -,I I I I N ' lO ~ ~ ~o sj-N ' " ,. N ® lO ~ I[) s:t= ~1-C s:t= -st-N N N /1\ FXIST NG P FR Pl.AN: Bf NT NOS. 32 47 ~ SCALE: 1 " = 1 O' -0" I I I I .I I I I I I (2'\ EXIS NG PER ELEVA ION: BENT NOS. 32-47 ~ SCALE: 1 " = 1 O' -0" 160' LIGHT 36 37 38 POLE 39 40 I lO ~ 0 L{) CX) -st-lO I[) I[) I[) s:t= sj-sj--st-sj-N N N uN N I I I' I ) 1 r I I I ) 1) I J I ) I 24' I I I I I l 1) I I I l I I I ' I ) \ p I I --I sj-,. 0 ® " sj-lO lO sj-I[) lO I[) s:t= s:t= s:t= s:t= sj-N N N N N L DENOTES FISH SINK -DENOTES CONTINUOUS BENCH I II I I II I ~ 1., 79' -6" i., 'I 'I 43 44 45 46 47 ,., LIGHT~' I POLE g L{) lO -st-0 L{) n N I[) ~ sj-s:t= sj-~ ,ill ~ rl"1' N N N ' --~ ,. ., ~ ~ TRASH ENCLOSURE ~ I ~ ~ ~ --~ LIGHT I I POLE LIFEGUARD RING ~II 1'1 1'1 1'1 1'1 41 42 '~ ~ ',4.63 ~ ~ 24.50 fis hl ~: hl L{) -st- lO I[) s:t= sj-~t ~ I ~ RUBY'S N N I I DINER I I ) f J ) 111 111 APROX. LIMIT 111 111 111 I I 1st FLOOR ~ APPROX. LIMIT ~ FOUNDATION ~ ~ ~ 80' I I OF 2nd STORY PLAN I OVERHANG 11 I I n ffi ~ 7 ffi ffi ffi - ~I 11 11 11 I[) N I lO lO s:t= s:t= -st-I N N N I I I I I I I 24.55 DENOTES TELEPHONE STAND ~ r···· ~ ~ ~ I .I I I Prepal"8d by: NOBLE CONSULTANTS, INC. m m ~ ~ m LIGHT 11 ~N ~ -1-11 POLE l 1'1'. ' ' . • , ~00 ,,._.,.N ' ~ s:t= n oo ~ -st-n LIGHT N -st-s:t= s:t= POLE N N N I I II I I .I I II I I I ~ ~ p< " c::.--t::. -~ ,-. t::. ,.._ :::> ..-: -.::::::-_ --=- -------------- -.::::::--._ ,..-:::::;- --c:::--._ --;;,,--~ C: ..., \_ -,.:, '-' _, .;;:, SEWAGE HOLDING TANK 'v MLLW -SAND LEVEL PEI DECEMBER 1999 ' RVEY ..... Y'.>'S<'\ C-3312 APPRO'IED R ,ABILITATION O BALBOA PIE:::R 2201 OUPONT DRIVE, SUITE 620 >----l---l------------+----<------,D'°'ES'"'IGN"'E""NG;;;;;;IN«'EER,,-------1 IRVINE, CA. 92715 R.C.E. NO. 19111 949-752-1530 949-752-8381 (FAX) f----+---+------------+---< DATE ______ 1 :xis-NG p·-R P .AN B:N-NOS. 32 47 DATE BY DESCRIPTION APP'D. DESIGNED DRA'M< CITY OF NEWPORT BEACH H ·5157-S f---~-~--------~----+-,-~~----,,------t RrnSIONS CHECKED DATE PUBLIC WORKS DEPARTMENT !SHEET 5 OF 28 L DF 12x12 PILE 1 " •• 3 /8" \1l BAR DF 4"x8"x4' -0" SLICE BLOCK BELOW (TYP) OF 4x16 STRINGER (TYP) 3/ 4" THRU BOLT, 45' WASHER, N0.2, 4" SPLIT RING (TYP) ----------24' ---------------,r -----------------40' --------------------------22' -4"± --------,r ~---------------38'-4"± _______________ ,, DECKING (TYP) DF 4x8 BRACES (TYP) LONGITUDINAL EXPANSION JOINT ~ CONCRETE DECK (TYP) 1 ~10 DF 6x16 EDGE STRINGER (TYP) 3/4" BOLTS & WASHERS & SINGLE CURVED J .. xJ" SPIKE GRID (TYP) 3/4" BOLTS & WASHERS & SINGLE CURVED 1 1 48"x48" SPIKE GRID (TYP) LONGITUDINAL EXPANSION JOINT DF 4x16 (TYP) CONCRETE DF 4x8 BRACES (TYP) DECK 2x ~ r® ~ DECKING (TYP) ~ 1 710 DF 6x20 EDGE STRINGER (TYP) DF 12x12 PILE CAP 4 Pl E BENT (BFNT NOS. 1 21; 25 32; 36 42) ~ 6 P • F BENT (BFNT NOS. 22 24; 33 35) SCALE: 1" = 4' OF 6x20 EDGE STRINGER (TYP) I SCALE: 1" = 4' -----------------------------------80' -----------------------------------,;' ---------------------------------78'-4"± ---------------------------------r LONGITUDINAL EXPANSION JOINT CONCRETE DECK r 4" SLAB ( 4 1 /2" @ ~ 2x DECKING 4" SLAB ( 4 1 /2" @ t) ---j DF 4x16 (TYP) (TYP) ---LONGITUDINAL EXPANSION JOINT---.._ I ~ ~ r ~ ~----j~~· ~~ ~-----,1~ 2' -0" (TYP) 3/8"\1l BARS FENDER PILES BENT NOS. 44 AND 45 ONLY it PIER .-----. -. 7'-9" (TYP) DF 12x12 PILE CAP OF 6x8 DIAGONAL BRACE (TYP) OF 4x16 STRINGER (TYP) l BENT (BENT NOS. 43-4 7) 4' l it PIER DF 4x8 BRACES (TYP) 3/4" BOLTS & WASHERS ~-& SINGLE CURVED 1 1 48"x48" SPIKE GRID (TYP) 1 ~10 NOTE: DIMENSIONS OBTAINED FROM 1939 DESIGN DRAWINGS, PLAN NO. 406, FILE NO. H-4958-S. FIELD VERIFY EXISTING DIMENSIONS AS REQUIRED. NOTE: THREE PILE GROUP AT EACH END OF BENT NOS. 43 AND 47. OF 12x12 PILE CAP NOTES: 1. CONCRETE DECK THICKNESS IS 4"± IN CENTERLINE, 3-1 /2"± ON SIDES AT FLOW LINE OF CURB. SEE EB FOR SLAB THICKNESS BETWEEN BENT NOS. 43 AND 47. 2. CONCRETE REINFORCED WITH 6"x6"x8x8 GAL WIRE MESH. 3. CONCRETE PLACED ON 20# ASPHALT SATURATED FELT. 4. 2x4 BRIDGING AT CENTER OF ALL BAYS BETWEEN ALL STRINGERS. 3/ 4"\1l THRU BOLT, >-i-+--45' WASHER, N0.2 4" SPLIT RING (TYP) DF 6x8 DIAGONAL BRACE (TYP) 12x12 PILE CAP D LONG'TUDINAL D AGONAL BRACING DETAIL (BENT NOS. 10 43) LONG TUDII\JAL DIAGONAL BRACING DETAIL (BENT NOS. 43 47) 6 SCALE: 1" = 4' 6 SCALE: 1" = 4' Prepared by: NOBLE CONSULTANTS, INC. C 3312 APPROVED REHABILITATION OF BALBOA PIER 2201 DUPONT DRIVE, SUITE 620 >----+--+------------+---< IRVINE, CA. 92715 DESIGN ENGINEER R.C.E. NO. 19111 949-752-1530 949-752-8381 (FAX) DATE -------:xis-NG pr-R src-lONS I----+--+------------+--< DAlE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5157-S 1----+-~---------~----+--==~----tc---,-~------l REVISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT !SHEET 6 OF 28 L EXISTING LANDSCAPED AREA, RESTROOMS, BICYCLE RACKS, ETC. PROTECT IN PLACE A 7 TYP NOTES: r---------------------1---------------------420'------ir---------------------------------------,/f-----40'1 EXISTING RAMP PROTECT IN PLACE 1. SEE SHEET 19 FOR ELECTRICAL DEMOLITION. 2. SEE SHEET 24 FOR PIPING DEMOLITION. DENOTES BENT NO. -9 cp cp cp cp cp cp cp cp Gp 9 Gp Gp Gp Gp Gp 9 Cip Gp ~ qv 22 23 LIMIT OF DECK REMOVAL ______ 1 BENT NO. 1 -u--uc---~~---□--u--□--,--- fIUIUID l__ EXISTING STAIRS PROTECT IN PLACE REMOVE ALL EXISTING 1----------CONCRETE DECK AND TIMBER 2x DECK TO END OF PIER EXISTING LANDSCAPED AREA AND PARKING LOT PROTECT IN PLACE 24' -u---,.·r - L -□---~-, SALVAGE EXISTING GATE RE-INSTALL ON NEW DECK 40' --□----□--□--l = l ....------'\- SALVAGE ALL EXISTING J TELESCOPES ON PIER. RE-INSTALL ON NEW DECK ALL EXISTING 8-FT BENCHES ON PIER TO BE REMOVED AND REPLACED BY CITY. r----------------180' --------------------40• -------,j<---------------150• --------------k'-------79• -6" _____ ____,~ REMOVE AND REPLACE TRASH ENCLOSURE IN KIND. SUBMIT SHOP 1 1 l_ ~1-0 P ER PLAN DE:.MOL TION PLAN SCALE: 1" = 20' DEMOLITION NOTES: 1. PRIOR TO STARTING ANY WORK, CONTRACTOR SHALL VIDEOTAPE IN THE PRESENCE OF THE ENGINEER ALL PIER AREAS, FURNISHINGS, EXPOSED BUILDINGS, STAGING AND STORAGE AREA, AND PLAZA PAVEMENT AREA USED FOR ACCESS. VIDEOTAPE SHALL BE FILMED BY A PROFESSIONAL VIDEO PRODUCTION SERVICE IN ACCORDANCE WITH SECTION 800-18.0 OF THE SPECIAL PROVISIONS. 2. NO DEMOLITION SHALL BE PERFORMED UNTIL DEMOLITION PLAN IS APPROVED BY ENGINEER. 3. ALL REMOVED MATERIAL OF EVERY DESCRIPTION EXCEPT ITEMS IDENTIFIED FOR SALVAGE SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE JOBSITE WITHIN THREE (3) DAYS OF DEMOLITION. 4. EXISTING PILES TO BE REMOVED SHALL BE COMPLETELY EXTRACTED OR CUT CLEANLY FLUSH WITH THE EXISTING MUDLINE ELEVATION. 5. 6. NO MATERIALS OF ANY DESCRIPTION SHALL BE ALLOWED TO FALL ONTO THE BEACH OR INTO THE OCEAN. CONTRACTOR SHALL RETRIEVE MATERIALS THAT FALL ONTO THE BEACH OR INTO THE OCEAN IMMEDIATELY. ITEMS IDENTIFIED FOR SALVAGE SHALL BE CAREFULLY REMOVED, PROTECTED, AND STORED FOR RE-USE ON THE NEW DECK. 7. REMOVE ALL EXTRANEOUS AND ABANDONED MATERIAL FROM THE PIER. l l l ,_k __ ~!;I'-20' (TYP) 1 1 REMOVE ALL GUARDRAIL CAREFULLY REMOVE LAG SCREWS FROM PILE CAP DEMOLISH AND SALVAGE AS SPECIFIED REPAIR OR REPLACE MEMBERS AS SPECIFIED REMOVE AND REPLACE DETERIORATED STRINGERS PER SHEET NO. 11 l r 40' DRAWINGS OF REPLACEMENT PLANS INDICATING ALL MATERIALS, r 3 r 4 r 5 r 6 r 7 DIMENSIONS, AND CONNECTION DETAILS TO ENGINEER FOR APPROVAL. SCHEDULE UP TO THREE SUBMITTALS TO INCORPORATE MODIFICATIONS THAT MAY BE SPECIFIED TO INCREASE SIZE. REMOVE ALL FISHING BENCHES I I __ l _l _l _L l _l 24' u -~----*-~~---... ~-_,_...,., t REMOVE ALL FISH CUTTING BOARDS SALVAGE FISH SINK RE-INSTALL ON NEW DECK SALVAGE AND RE-INSTALL LIFEGUARD RING ON NEW DECK SALVAGE EXISTING TELEPHONE STAND. RE-INSTALL ON NEW DECK 19'-4" _J~ 27'-4" ~-+---RUBY'S DINER PROTECT IN PLACE 80' NEATLY SAWCUT EXISTING DECK AND SUBDECK ALL AROUND FOR REMOVAL. PROTECT RESTAURANT FLOOR SLAB IN PLACE. SEE LO ~ REMOVE ALL BRIDGING REMOVE ALL EXISTING CONCRETE DECK FOR UTILITY -- ACCESS AND NEW 4x16 BLOCKING REMOVE ALL 2x DECKING AND FELT TO FULLY EXPOSE STRINGERS DEMOLISH AND SALVAGE AS SPECIFIED ~--REMOVE/ REPAIR PILES PER SHEET NO. 9 TYPICAL DF~O ITION SECTION SCALE: 1" = 4' Prepared by: NOBLE CONSULTANTS, INC. C-3312 APPROVED REHABILl~ATION OF BALBOA PIER 2201 DUPONT DRIVE, SUITE 620 >-----+---+--------------'---------< IRVINE, CA. 92715 DESIGN ENGINEER R.C.E. NO. 19111 949-752-1530 949-752-8381 (FAX) DAlE ______ Dr:MOI ·-ION Pl .AN I----+--+--------------'-------< DAlE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5157-S 1--~---+--------------'----+==~-+---~ REVISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT I SHEET 7 OF 28 I. L ::a; ::::, ~ ~ _J ::a; 1-w w LL . z 0 ~ > w _J w +30 - +20 - +10 - 0 - -10 - -20 - -30 - -40 - -50 - -60 - DENOTES BENT NUMBER 20 25 30 35 40 45 ~----TOP OF EXISTING DECK I ----t I 2.4'± 3 TOP OF EXISTING PILE r ----,__--(XJ --1--------~1 + I 'i\.. I t I I ' l--+-t-l +---1-~~'\..+--t-+--+-+--+-+--+-l---"1 -+----i1f-+--+-+--+-+--+-+--+-,-+-+-+--f--+---+-+---+-+---+-+--+-l---SPECI Fl ED TOP OF PILE WRAP U) ~--I ~===i:---= _ _1_ _____ I I ------'---'--T -----------_ --------------'-----_. ___ -------'-:"---MLLW t -------.....£::L i---+-1---+----1--+---+--+----1---i----+--............ -+---i--. I ------------------------I -----------1---1--1-;--+--+--+--. 1---------------- ~ -------------- 1 ------------------------' ----'-+--+---+--l---+--+----1--+--1----. --TIP PILE 1~ -------L._ --- APPROX. MUDLINE AS OF DECEMBER 1999. DEPTHS VARY DAILY AND SEASONALLY. SEE ffi FOR HISTORICAL RANGE OF MEASURED PROFILES BELOW. ELEV LENGTH -16.8 40 ----+'--+-----1--+-..r....1----1--1---1:---SPECIFIED MIN BOTTOM ELEVATION OF PILE WRAP TIP ELEV -31.8 PILE LENGTH 55 TIP PILE ELEV LENGTH -36.8 60 TIP PILE ELEV LENGTH -41.8 65 TIP PILE ELEV LENGTH TIP ELEVATION OF EXISTING PILES AS ORGINALLY r SPECIFIED ON SHEET 1 OF CONTRACT / NO 407 PLANS. DECEMBER 1939 fA\ P LE REPLACEMENT PROFILE TIP PILE -46.8 70 ELEV LENGTH .._ ____ ...__ SPECIFIED TIP ELEVATION FOR REPLACEMENT PILES THIS CONTRACT rB\ \_§_) \_§_) SCALE: 1 "= 1 0' (VERTICAL); 1 "=50' (HORIZONTAL) ::a; ::::, ~ 0 ~ _J ::a; ~ w LL . z 0 ~ _J w BO -OM +10- 0 - -10 - -20 - -30 - -40 @ PRO". s SCALE: 1 "= 1 O' (VERTICAL); 1 "=50' @ (HORIZONTAL) MUDLINE JUNE 1, 2001 § I 1939 TO 1991 I I MUDLIN , DEC 1999 TIP PILE -51.8 75 ELEV LENGTH -56.8 80 · ....___ I· ----:__ · ~ · I .._____ .._____ I I· . -.... -----t @ • -• -• -. ------------------• ---------------M UDLIN E JUNE 1, 2001 • ~. --,.._ .. ~ . . I I -----:-,. i-::::::':'.'-~::---I I • --------= ...:__~=~-4"'-=-"'-----1 ~ MUDLINE JUNE 1, 2001 § @ 8 BENT NUMBER Prepared by: NOBLE CONSULTANTS, INC. ---- @ 2201 DUPONT DRIVE, SUITE 620 I-------<--+---------------< IRVINE, CA. 92715 949-752-1530 949-752-8381 (FAX) I-------<--+---------------< APPROVED DESIGN ENGINEER R.C.E. NO. 19111 DATE ______ _ C-3312 REHABILITATION OF BALBOA PIER p· -RrP .AC MrN-PROFIL r f-D_A_TE~s_Y~ ____ D_Esc_R1P_TI_ON _____ ,_A_PP_'D---1. 1-DE=S=IGN=E~D----+D-RA_WN __ """"'" CITY OF NEWPORT BEACH REVISIONS CHECKED DATE H-5157-S PUBLIC WORKS DEPARTMENT JsHEET 8 OF 28 I. L cp cp ~ Gp Gp Gp Gp 0p CUTOFF ELEV .-----.- NOTE: 4 3 2 1 PILES ARE NUMBERED IN EACH BENT FROM WEST TO EAST L l L l L l ---L l L l L l L l j L tl < I> L tl NOTE: SHIM 3/4" GAP BETWEEN PILE BUTT L ['. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ? ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~1.-C CD :CA~~ 1~FP~.R PLAN PILE REPLACEMENT SCHEDULE PILE LOCATION BENT PILE TIP ELEV APPROX. APPROX. TOP NO. NO. LENGTH MUDLINE ELEV. I I I I I -1--1--z i--Li __ _ I I L l '~--- -□- LEGEND: ◊ -DENOTES PILE REPLACEMENT PER ® jj,_ -DENOTES PILE REPAIR PER PILE WRAP REQUIRED BOTTOM ELEV. MIN. LENGTH TO CAP ® CONNECTION PILE TO CAP REPAIR SCHEDULE PILE LOCATION BENT PILE NO. NO. BENT PILE NO. NO. 1 . 2. L i NOTE: SHIM 5/8" GAP BETWEEN PILE BUTT PILE REPAIR NOTES: .. THE PIER SHALL BE CLOSED TO THE PUBLIC ONLY BETWEEN JANUARY 2, 2002 AND FEBRUARY 26, 2002 (8 WEEKS). THE CONTRACTOR AT HIS OPTION MAY SCHEDULE ALL PILE REPLACEMENT WORK AS HIS FIRST WORK TASK IN ORDER TO DEDICATE TIME TO DECK DEMOLITION AND REPLACEMENT WORK WHEN THE PIER SHALL BE CLOSED TO THE PUBLIC. IF THE CONTRACTOR ELECTS TO DO PILE REPLACEMENT WORK FIRST, HE MAY KEEP THE PIER OPEN TO THE PUBLIC UNDER THE FOLLOWING CONDITIONS: NEATLY SAW CUT THE MINIMUM AREA OF CONCRETE DECK AND 2X DECKING NECESSARY TO EXPOSE THE TOPS OF THE TWO STRINGERS AND THE CLEAR SPACE BETWEEN THEM THAT IS CLOSEST TO THE PILE TO BE REPLACED. THE LIMIT OF SAW CUT AREA SHALL BE CLEARLY MARKED WITH PAINT BY THE CONTRACTOR TWO DAYS BEFORE SAW CUTTING IS SCHEDULED. THE LIMITS OF CUTTING SHALL BE APPROVED BY THE ENGINEER PRIOR TO ANY DECK REMOVAL. L ['. I l -- ,,, --' ADDITIVE BID ITEM #1: REMOVE MARINE GROWTH FROM ALL PILES, BENT NOS. 20 THROUGH 47. L '.!. 3. CAREFULLY REMOVE AND DISPOSE OF ALL MATERIALS. 4. PROTECT THE PUBLIC FROM THE WORK AT ALL TIMES OF WORK HOURS AND NON-WORK HOURS EVERY DAY OF THE WEEK FOR THE DURATION OF THE PILE REPLACEMENT WORK. SUBMIT A PUBLIC SAFETY PLAN TO THE ENGINEER FOR INFORMATION AT THE PRE-CONSTRUCTION MEETING. THE SAFETY PLAN SHALL DESCRIBE IN DETAIL HOW THE CONTRACTOR SHALL BARRICADE THE PUBLIC FROM ALL WORK AREAS, ANY TEMPORARY TIMES OF SHORT DURATION PIER CLOSURES THAT MAY BE REQUIRED, AND HOW PUBLIC ACCESS TO ALL OTHER AREAS OF THE PIER WILL BE MAINTAINED DURING THE PILE REPLACEMENT AND REPAIR WORK. 5. WITHIN 3 DAYS OF REPLACEMENT OF ALL PILES, ALL SAW CUT DECK OPENINGS SHALL BE REPAIRED IN KIND TO THE SATISFACTION OF THE ENGINEER. 6_ AFTER COMPLETION OF PILE REPLACEMENT WORK THE PIER SHALL REMAIN OPEN TO THE PUBLIC UNTIL JANUARY 2, 2002 AT WHICH TIME THE PIER MAY BE CLOSED TO THE PUBLIC FOR THE SPECIFIED TIME LIMIT. APPROVED NOTE: ,~ PILE TO CAP ~ CONNECTION -1--r-......_ / rr-i.... ' ( I REMOVE AND RE-INSTALL ALL TRANSVERSE AND LONGITUDINAL BRACING. REMOVE AND REPLACE ALI ASSOCIATED HARDWARE ' / -·1-f-~ ...... ' TOP OF PILE WRAP +8' 6~) MLLW 'CJ LONGITUDINAL PILE 1----WRAP SEAM. -..... ' I / ---- ORIENT SEAM TO FACE TOWARD SHORE ,,.-;=;---._ TRANSVERSE ( 1~ ) PILE WRAP ~ JOINT AS REQUIRED I EXISTING MUDLINE (VARIES SEE SHEET 8) BOTTOM OF PILE WRAP 7 .___,_I ____ SPECIFIED TIP ELEV (VARIES) ® TYP. Pl -Rt PLAC M NT 9 SCALE: 1" -4' C-3312 Prepared by: REHABILITATION OF BALBOA PIER NOBLE CONSULTANTS, INC. 2201 DUPONT DRIVE, SUITE 620 1----1-----1-------------1----1 I----;;;DE'°Sl""GN"'E"'N;;;;GIN""EEi'cRC----I IRVINE, CA. 92715 R.C.E. NO. 19111 949-752-1530 949-752-B3B1 (FAX) DATE pr -Rf:PAIR P .AN 1-----1---+-----------+-----I ---_-_ -_---, ----- DATE BY DESCRIPTION APP'D. DESIGNED DRA'h!-1 CITY OF NEWPORT BEACH H-5157-S 1------<---+-----------+-----i f-c==~-tc---,--,~------, REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 9 OF 28 L ....,J.._._--~-~--~---I 1" MIN. ALL EDGES (TYP.) • • • • 4" " ____ 1-1/4" WIDE x 0.044" SS BAND 3" TYP. MIN. ALL EDGES (TYP.) PILE. WRAP TOP DETA,L SCALE: 1-1 /2" = 1 '-0" SET DRIFT PIN TO CLEAR BOLTS FOR PILE REPLACEMENT SET PILE STRAP TO CLEAR DRIFT PIN FOR PILE TO CAP REPAIR ~ /- -~~ ~ ~i?;;~ ·~~ ~ .~~ ~ -~~~~· ·~~ ~ ~?0 :~~ -....~~·~: ~~ ,fil~ ..1~-~ fil,~ 0 ' , 0 -;, NOTE: WHERE SPECIFIED, SHIM 0 EXISTING GAP @ 10 L4x4x1/2" Q EA SIDE -r---..____ ~1-- ------------1"1/J BOLTS (TYP.) r F\ \J_,V Pl TO CAP CONNECTION DETAI SCALE: 1 " = 1 '-0" . ~""~----~ . • " • r 6" MIN. TRAN SVERSE OVERLAP • r--1 ti MIN. (TYP.) ,I • • • • -i " ... I' • • @ TYP. • • ~ • CF>-- P E. WRAP 'RANSVERSE JOINT DE. TAIL SCALE: 1-1 /2" = 1 '-0" 3" 1 "I/Jx24" DRIFT PIN ---+-...t-__, 3' g" 3" LET IN ANGLE P LE O CAP CONNECTION DETAIL SCALE: 1" = 1 '-0" NOTE: FASTENERS FOR ALL --• PILE WRAP SHALL BE 20d TYPE 316 SS NAILS • OUTER WRAP 8d TYPE 316 SS NAILS INNER • WRAP (TYP.) • . J ' 4" :-. . . I' ---. ---· ~I'-~ ~""' . ' 3" TYP. ALL ~ LONGITUDINAL SEAMS ___ 1-1/4" WIDE x 0.044" SS BAND INNER WRAP SHALL BE 20 MIL POLYETHYLENE CONTAINING NO ~---REPROCESSED RESIN. OUTER WRAP SHALL BE SEASHIELD SERIES 160 HDPE AS MANUFACTURED BY DENSO NORTH AMERICA, HOUSTON, TX OR 150 MIL EXTRA HIGH MOLECULAR WEIGHT POLYETHYLENE EXTRUDED CYLINDER SHAPED SHEETS AS MANUFACTURED BY TUNNEL MANUFACTURING, SAN FRANCISCO, CA. 4" MIN. 8" MAX. OVERLAP P .E. WRAP END DETAIL Pl .E. WRAP S C ION DETAIL SCALE: 1-1/2" = 1'-0" EXISTING GAP J:;· (VARIES) 12"x16" fl AS REQ'D DRILL 1/2"1/J HOLES FOR LAG BOLTS @ Sf-j M DETA,L 10 N.T.S. PNP,CINd by: 3/8"1/J x 3" LAG BOLT (4 REQ'D) 6" WIDE x 12" LONG HARDWOOD WEDGES ( 4 REQ'D) SCALE: 1" = O' -4" C· 3312 APPROVED REHABILITATION OF BALBOA PIER 2201 DUPONT DRIVE, SUITE 620 I---J---l-----------l----1 1--DncESl""G"N F.EN-'"GIN~EE;,R-- NOBLE CONSULTANTS, INC. IRVINE, CA. 92715 R.C.E. NO. 19111 949-752-1530 949-752-8381 (F'AX) P1 RI PAIR D AIL t----+--+-----------+-----t DATE ---::=::;:==--- DESCRIPTION APP'D. DESIGNED DRAI\N CITY OF NEWPORT BEACH H-5157-S DATE BY 1--~-~---------~---tt-===--+c ~-----, REv1SIONS CHECKED DATE PUBLIC WORKS DEPARTMENT !SHEET 10 OF 28 L 1------_.,---I 1" MIN. ALL EDGES (TYP.) J ' 1-1/4" WIDE x ,__ __ 0.044" SS BAND 4" ' [' 3" A 10 • • TYP. • 1" MIN. ALL EDGES (TYP.) PILE WRAP TOP DETAIL SCALE: 1-1 /2" = 1 '-0" SET DRIFT PIN TO CLEAR BOLTS FOR PILE REPLACEMENT SET PILE STRAP TO CLEAR DRIFT PIN FOR PILE TO CAP REPAIR >------+--__.,IQ,>-+------------< f------+----lll >------+--_,,I 1------;~---H10, ....... _________ _, t::====::::t.::::::;==il1 11 ~-+-----ill NOTE: 11 11 0 WHERE SPECIFIED, SHIM EXISTING GAP (G\ Qv 1~---1---L4x4x1/2" EA SIDE 1"¢ BOLTS (TYP.) E PILE TO CAP CONNECTION DETAIL 1 0 SCALE: 1" = 1 '-0" • • • _______ , _______ _ 6" MIN. TRANSVERSE OVERLAP • 1" MIN. (TYP.) • • • •+----,'le-' [' • • • • • PILE WRAP TRANSVERSE JOINT DETAIL SCALE: 1 -1 /2" = 1 '-0" ~ 4 I 6" p ~ 3" 11 I I 11 I 3' 1 "¢x24" DRIFT PIN 11 I I 11 I 8 V ~ ~ @ L4x4x~" I I I 9" 8 I I 8 El=:i LET IN ANGLE F PILE TO CAP CONNECTION DETAIL 1 0 SCALE: 1 " = 1 '-0" NOTE: FASTENERS FOR ALL PILE WRAP SHALL BE 20d TYPE 316 SS NAILS 3" TYP. ALL LONGITUDINAL SEAMS OUTER WRAP 8d TYPE 316 SS NAILS INNER WRAP (TYP.) C 10 EXISTING GAP - (VARIES) 12"x16" fli. AS REQ'D DRILL 1 /2"¢ HOLES FOR LAG BOLTS • • J ' ____ 1-1/4" WIDE x 4" -&-• • • ____,,..__, -'r--_____.________,-r [' 1" MIN 0.044" SS BAND PILE WRAP END DETAIL SCALE: 1-1/2" = 1'-0" ri:JJ;:;;;~=~r--3/8"¢ x 3" LAG BOLT • I (4 REQ'D) 6" WIDE x 12" LONG HARDWOOD WEDGES ( 4 REQ'D) GD SHIM DETAIL 10 N.T.S. &,. 7/01/02 AS BUILT Prepared by: 4" o.c. @PILE 1 0 SCALE: APPROVED INNER WRAP SHALL BE 20 MIL POLYETHYLENE CONTAINING NO ~---REPROCESSED RESIN. OUTER WRAP SHALL BE SEASHIELD SERIES 160 HOPE AS MANUFACTURED BY DENSO NORTH AMERICA, HOUSTON, TX OR 150 MIL EXTRA HIGH MOLECULAR WEIGHT POLYETHYLENE EXTRUDED CYLINDER SHAPED SHEETS AS MANUFACTURED BY TUNNEL MANUFACTURING, SAN FRANCISCO, CA. 4" MIN . 8" MAX . OVERLAP WRAP SECTION DETAIL C-3312 REHABILITATION OF BALBOA PIER NOBLE 2201 DUPONT DRIVE, SUITE 620 1----+--+------------+---l IRYINE, CA. 92715 DESIGN ENGINEER R.C.E. NO. 19111 CONSULTANTS, INC. 949-752-1530 949-752-83B1 (FAX) DATE PILE REPAIR DETAIL DATE BY DESCRIPTION APP'D. DESIGNED DRAl'IN CITY OF NEWPORT BEACH H-5157-S 1----+--+------------+--+-----+-------< REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 0 OF 28 L --"Ir<--• -----'1.-i--. 3" TYP. A 10 • 1" MIN. ALL EDGES (TYP.) PILE WRAP TOP DETAIL SCALE: 1 -1 /2" = 1'-0" SET DRIFT PIN TO CLEAR BOLTS FOR PILE REPLACEMENT SET PILE STRAP TO CLEAR DRIFT PIN FOR PILE TO CAP REPAIR ,__ ___ -+-_ _.,IQ, ....... _________ ___. f-------+-----lll 1------+--__,,I 1--------,~---H10, ....... _________ __, t::===-:::::::::t.::::::;==ilI 11 ~-+-----ill NOTE: 11 11 0 WHERE SPECIFIED, SHIM EXISTING GAP (G'\ Qv 1~---1---L4x4x 1 /2" EA SIDE 1 "¢ BOLTS (TYP.) E PILE TO CAP CONNECTION DETAIL 10 SCALE: 1" = 1 '-0" • • • 4<------1-------- • 6" MIN. TRANSVERSE OVERLAP 1" MIN. (TYP.) • • • •+----:".,-' [' • • • • • PILE WRAP TRANSVERSE JOINT DETAIL SCALE: 1-1 /2" = 1 '-0" 3" Lh REMOVED PORTION OF ANGLE FOR X-BRACING AND ATTACHMENT 11 11 ~4 I 6" p ~ I I 1 "¢x24" DRIFT PIN ----+---H-----.:: I I I ~ L4x4x~" ~ ~ V I I 8 9" F PILE TO CAP CONNECTION DETAIL 10 SCALE: 1" = 1 '-0" NOTE: FASTENERS FOR ALL INNER WRAP SHALL BE 20 MIL POLYETHYLENE CONTAINING NO ~---REPROCESSED RESIN. OUTER WRAP SHALL BE PILE WRAP SHALL BE 20d TYPE 316 SS NAILS 3" TYP. ALL LONGITUDINAL SEAMS SEASHIELD SERIES 160 HOPE AS MANUFACTURED BY DENSO NORTH AMERICA, HOUSTON, OUTER WRAP 8d TYPE 316 SS NAILS INNER WRAP (TYP.) C 10 EXISTING GAP (VARIES) 12"x16" IE. AS REQ'D DRILL 1 /2"¢ HOLES FOR LAG BOLTS • • J ' ____ 1-1/4" WIDE x 0.044" SS BAND _,,~~" --_._. ~·------,*-r [' 1" MIN PILE WRAP END DETAIL SCALE: 1 -1 /2" = 1 '-0" ~n;:;;;~=~f--3/8"¢ x 3" LAG BOLT • I (4 REQ'D) A USED OSMOWELD L.D. FOR GAPS 6" WIDE x 12" LONG HARDWOOD WEDGES ( 4 REQ'D) 4" o.c. @PILE 10 SCALE: APPROVED TX OR 150 MIL EXTRA HIGH MOLECULAR WEIGHT POLYETHYLENE EXTRUDED CYLINDER SHAPED SHEETS AS MANUFACTURED BY TUNNEL MANUFACTURING, SAN FRANCISCO, CA. 4" MIN . 8" MAX . OVERLAP WRAP SECTION DETAIL 1" = o'-4" I AS BUILT I C-3312 Prepared by: REHABILITATION OF BALBOA PIER NOBLE CONSULTANTS, INC. 2201 DUPONT DRIVE, SUITE 620 I---+--+------------+--< IRVINE, CA. 92715 DESIGN ENGINEER R.C.E. NO. 19111 949-752-1530 949-752-8381 (FAX) 7/01/02 JTM Lt, AS BUILT DAlE PILE REPAIR DETAIL DAlE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5157-S 1--~-~-----------+--+-----+-------< REIIISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT SHEET 1 0 Of 28 L 11,---------,;r--- j 1L--'t 1 ,, I ✓/✓✓✓✓ ✓/✓✓✓✓✓ ✓✓✓✓✓ .,,.,,,,.,,,,.,,.,,.,, u ITIITIITI J START STRINGER RE-LOCATION FOR PIPING UTILl1Y TRENCH REPLACE ALL 2x DECKING WITH 3/4" TREATED PLYWOOD SEE NOTE 29 ~ REPLACE EAs:r STRINGER (~) ,. I ✓✓✓✓✓✓✓ t 1 ., I ✓✓✓✓✓✓✓ .,, ✓ ✓ ✓ ✓.,,.,, ✓ ✓ ✓ ✓.,,.,, u NOTE: STRINGERS ARE NUMBERED FROM WEST TO EAST 33 _JI I ,, I ✓✓,I'✓.,,.,, u ,, ,. I I ' ' ✓✓✓✓✓✓ ✓✓✓✓✓✓\ · I REPLACE STRINGER OVER PILE #2 ,, ,. t I I ' ' ' ' ' ., / / .,, .,, ✓.,,.,,.,, .,,.,,..,..,,.,,.,,,, u RE-LOCATE INTERIOR STRINGER FROM BENT 3 TO 22, 24 TO 33, AND 35 TO 43 TO PROVIDE 2' CLEAR SPACE BETWEEN EDGE STRINGER AND INTERIOR STRINGER FOR PIPING UTILl1Y TRENCH @ 1YP U.N.O. .,,.,,.,,..,..,,,, 1 {l;'j REPLACE STRINGER #2 AND #3 ~ t 1 I I I I ..... / .,,,,.,,.,, // ,,.,,.,,.,,.,,/1 - (A\ 1YP =i ------i:r-- \J_Y 43 L__ __JL__ __Jl_ I ' ,.,, .,, ✓ r:_ 3 __, \_11 TIMBER NOTES: 1. ALL TIMBER SHALL BE PACIFIC COAST DOUGLAS FIR NO. 1 OR BETTER AND CONFORM TO SECTIONS 204-1.1.2 AND 204-1 .3.1 OF THE SSPWC. 2. ALL LUMBER SHALL BE PRESSURE TREATED WITH ACZA PER AWPA P5 TO MINIMUM NET RETENTION OF 0.6 POUNDS PER CUBIC FOOT PER AWPA C2-97 AND C 18-95. 3. PLYWOOD SHALL BE APA RATED SHEATHING 3/4" EXTERIOR. ALL VENEERS SHALL BE C OR BETTER AND MEET THE MINIMUM PROVISIONS OF APA SERIES SPECIFICATION V-611. ALL PLYWOOD SHALL BE PRESSURE TREATED WITH CCA OR ACZA TO A MINIMUM NET RETENTION OF 0.6 PCF. 4. BOLTS SHALL CONFORM TO ASTM A 307 UNO. WASHERS SHALL BE MALLEABLE IRON PER ASTM A 47. 5. HOT DIP GALVANIZE ALL HARDWARE PER ASTM A 153 UNO. 6. WORKMANSHIP SHALL CONFORM TO SECTION 305-2 OF THE SSPWC EXCEPT AS NOTED IN SECTION 850-4.0 OF THE SPECIAL PROVISIONS. PLYWOOD DECKING NOTES: 1. LAY ALL SHEETS WITH LONG AXIS TRANSVERSE TO ALIGNMENT OF STRINGERS. 2. STAGGER ALL JOINTS BETWEEN ADJACENT SHEETS. ENDS OF ALL SHEETS SHALL BE CONTINUOUSLY SUPPORTED BY STRINGERS. 3. LIMIT CUTTING OF SHEETS. USE FULL SIZE 4x8 SHEETS TO 4. THE MAXIMUM EXTENT. CUT PANEL ENDS ONLY WHERE NECESSARY TO PROVIDE SPECIFIED END SUPPORT OR FIT DECK WIDTH REQUIREMENTS. SEE SHEET 14 FOR SPECIAL PLYWOOD SHEET LAYOUT REQUIREMENTS TO FIT ALTERNATIVE CONCRETE DECK PLAN IF SELECTED BY CITY. " END STRINGER RE-LOCATION ~I FOR PIPING UTILl1Y TRENCH REMOVE, TRIM, AND RE-LOCATE STRINGER. CONNECT EACH END TO PILE CAP PER {l;'j BUTT SPLICE r INTERIOR u f EDGE STRINGER SPLICE STRINGER _j BRACKET. REMOVE DF 2,, SPLICE PLATE O O 4x16x4' -0" SPLICE ~ BRACKET AND FILL 5/8"¢ l ~ HOLES WITH EPOXY @ 1-1----' 1 c!c 8 :!:::±!:!c::::!±!:!!:!:o==#=o=!:!~1 ±!::=:!±~:!±!,,...._ ___ ....::1::::8:::::_----1 c__ EXISTING DF 6x16 EDGE STRINGER ~ t--2' CLEAR ---t EDGE STRINGER SPLIC. E PLATE @ ASSEMBLY ~ 18 ' ' I----------+---------< 0 11-------------< 1----------+----------i 0 11----------< REMOVE AND RE-SET STRINGER TO PROVIDE CONTINUOUS 24" CLEARANCE L PILE TO CAP CONNECTION @ REPAIR PER 10 INTERIOR STRINGER SPLICE PLATE OVER EA PILE CAP @) REMOVE, TRIM, AND RE-LOCATE STRINGERS. CONNECT EACH END TO PILE CAP PER @ 15 I - -.I I. - -I I I I I I ... 2' CLEAR ... . . 1· --I LJ ADD NEW DF 4x16 TO LIMIT ~ SPACING TO 2' -0" O.C. STRINGER - -.I I. - -- -.I I. - - (1YP.) I I I - - ·1 1· --- -,. .. I I LJ L STRINGFR Rt. LOCATION DFTAll: BENT NOS. 22 24 AND 33 35 SCALE: 1" = 4' -0" Prepared by: NOBLE CONSULTANTS, INC. 2201 DUPONT DRIVE, SUITE 620 >-----+---+-----------+----< IRVINE, CA. 92715 949-752-1530 949-752-8381 {FAX} I----+---+-----------+---< APPROVED DESIGN ENGINEER R.C.E. NO. 19111 DATE _____ _ C-3312 RE:HABILITA TION OF-BALBOA PIE::R RAM NG Rf:PAIR PLAN DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITYOFNEWPORTBEACH H-5157-S 1----+---+-----------+--1--------1------1 RE'v1S\ONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 11 OF 28 1-~ REPLACE EA:IT STRINGER® 8 /4\ TRENCH PLATES REINFORCED L..L:,.TO SUPPORT GATE _________ ,._.,__,, · I REPLACE STRINGER OVER PILE #2 ® REPLACE STRINGER #2 AND #3 TIMBER NOTES: 1. ALL TIMBER SHALL BE PACIFIC COAST DOUGLAS FIR NO. 1 OR BETTER AND CONFORM TO SECTIONS 204-1.1.2 AND 204-1.3.1 OF THE SSPWC. j START STRINGER RE-LOCATION FOR PIPING UTILITY TRENCH REPLACE ALL 2x DECKING WITH 3/4" TREATED PLYWOOD SEE NOTE .&, REPLACED STAIRWAY WITH NEW FRAMING REPAIR PLAN SCALE: 1 " = 20' NOTE: STRINGERS ARE NUMBERED FROM WEST TO EAST .&. 8 LIFEGUARD JUMP STATIONS 4 ON EACH SIDE REMOVE, TRIM, AND RE-LOCATE STRINGER. CONNECT EACH END 37 RE-LOCATE INTERIOR STRINGER FROM BENT 3 TO 22, 24 TO 33, AND 35 TO 43 TO PROVIDE 2' CLEAR SPACE BETWEEN EDGE STRINGER AND INTERIOR STRINGER FOR PIPING UTILITY TRENCH ~ TYP U.N.O. v 43 END STRINGER RE-LOCATION ~I FOR PIPING UTILITY TRENCH t--2' CLEAR ----t TO PILE CAP PER ~ vv ~ 1 '-0"X3'-8"X1/2" HDG \J.v BUTT SPLICE PLATE 7 EDGE STRINGER SPLICE PLATE@ ASSEMBLY 18 BUTT SPLICE r INTERIOR J EDGE STRINGER SPLICE STRINGER BRACKET. REMOVE OF 2,, SPLICE PLATE O O 4x 16x4' -0" SPLICE ~ BRACKET AND FILL 5/8"0 l 1-1---~---="1 8~~'====~~0=#=0~=-===H"'=O"=L=ES='='cW~IT_H_E_P_OX_Y_(----=:::1):::J_---\ '------EXISTING DF 6x16 EDGE STRINGER 0 REMOVE AND RE-SET STRINGER TO PROVIDE CONTINUOUS 24" CLEARANCE 011-----------< 0 L PILE TO CAP CONNECTION @ REPAIR PER 10 INTERIOR STRINGER SPLICE PLATE OVER EA PILE CAP G~) Prepared by: ' REMOVE, TRIM, AND RE-LOCATE STRINGERS. CONNECT EACH END 47 TO PILE CAP PER ® 15 I . . .I I. " • I I / I " 2' CLEAR (TYP.) " I I . . . . . LJ 2. ALL LUMBER SHALL BE PRESSURE TREATED WITH ACZA PER AWPA P5 TO MINIMUM NET RETENTION OF 0.6 POUNDS PER CUBIC FOOT PER AWPA C2-97 AND C18-95. 3. PLYWOOD SHALL BE APA RATED SHEATHING 3/4" EXTERIOR. ALL VENEERS SHALL BE C OR BETTER AND MEET THE MINIMUM PROVISIONS OF APA SERIES SPECIFICATION V-611. ALL PLYWOOD SHALL BE PRESSURE TREATED WITH CCA OR ACZA TO A MINIMUM NET RETENTION OF 0.6 PCF. 4. BOLTS SHALL CONFORM TO ASTM A 307 UNO. WASHERS SHALL BE MALLEABLE IRON PER ASTM A 47. 5. HOT DIP GALVANIZE ALL HARDWARE PER ASTM A 153 UNO. 6. WORKMANSHIP SHALL CONFORM TO SECTION 305-2 OF THE SSPWC EXCEPT AS NOTED IN SECTION 850-4.0 OF THE SPECIAL PROVISIONS. PLYWOOD DECKING NOTES: 1. LAY ALL SHEETS WITH LONG AXIS TRANSVERSE TO ALIGNMENT OF STRINGERS . 2. STAGGER ALL JOINTS BETWEEN ADJACENT SHEETS. ENDS OF ALL SHEETS SHALL BE CONTINUOUSLY SUPPORTED BY STRINGERS. 3. LIMIT CUTTING OF SHEETS. USE FULL SIZE 4x8 SHEETS TO THE MAXIMUM EXTENT. CUT PANEL ENDS ONLY WHERE NECESSARY TO PROVIDE SPECIFIED END SUPPORT OR FIT DECK WIDTH REQUIREMENTS. 4. SEE SHEET 14 FOR SPECIAL PLYWOOD SHEET LAYOUT REQUIREMENTS TO FIT ALTERNATIVE CONCRETE DECK PLAN IF SELECTED BY CITY. ADD NEW DF 4x16 TO LIMIT ~ STRINGER SPACING TO 2'-0" O.C. V nn_l I_ __ --.I I. -- •. 'I •• • • .. I I LJ L STRINGER RE-LOCATION DETAIL: BENT NOS. 22-24 AND 33-35 SCALE: 1" = 4' -0" I AS BUil TI C-3312 APPROVED REHABILITATION OF BALBOA PIER ~ q? ;c:~'.N1?~R1·-~~-LOCATION DETAIL @ ~c:~~:I; =T~~o~CH SECTION t!QT§.~,§ 220, "ff~~~f~;~~f'~::>•20 """1/-01-/o .... 2-JT-M--+-~-A-s_s_u_1L-T-------+----1DATE D:~1.iNigG\N9~~~ FRAMING REPAIR PLAN £ V DATE BY DESCRIPTION APP"D, DESIGNED DRA\\N CITY OF NEWPORT BEACH H-5157-S i:i l----'------'-----R-E\11-SI-ON-S----~----t-;;c'""HE""CK;;c;ED,------------11;;-cDA,c;TEc---------, PUBLIC WORKS DEPARTMENT SHEET 11 OF 28 "'L_ ______________ ..,L_ ______________ ....L.,.._ ______ ----1.... ______ ___,,j,.,__.....i....,__......_ __________ _ L ~ I. L START PIPING UTILITY TRENCH AT BENT NO. 3 , BENT NOS 3 TO 21 ; ; ' ~ 25 TO 32; 36-42 • ' - - DENOTES CONCRETE DECK THICKNESS / 6" \ I ,"'2'\ SHEAR KEY TYP. 1 1 ?__) OVER ALL BENTS as-I------'- I ~ 1S (/) .,.,-----+--DENOTES CONTROL JOINT -~1/"'---'-----l @ 7" ~1 1S (/) 6" ,1'~----BENT NOS 22 TO 24; ----~r' ' 33 TO 35 ' p- l NOTE: SEE SHEET 11 FOR STRINGER RE-LOCATION PLAN TO CONTINUE PIPING UNDER DECK -□- 6" ~-~--------~---------~- I -I - - w [l_ 0 _J (/) ~1 7"1 - - - - -I -·, DENOTES ,"'~--------------BENT NOS. 43 TO 47 --------------~,r 1-' MODIFY DOOR THRESHOLD AND ,---LANDING INSIDE BUILDING TO MATCH DECK LEVEL (N.I.C) i -----:----+----------+----➔l-----+-----:----1 28' CONTROL -----'-----·1 JOINT 6 -t--~ I I 7" ~ - 7" -:-~ I I ' I rn TYP I I \2V I I I DENOTES -------CONTROL JOINT 5~.. @ .........-5~ .. I 5~ .. I====,,_ - - - - --1-----------__ -1-______ r====i t----=-=cc-= = __ I _____ = _ ) ______ =I= --c:.=.:==-=:-----=ir=J ~'',,, I ' -L LJ - (8\ PIPING UTILITY TRENCH -i \ 1 !"i ; LOCATE BETWEEN BENT "-.::/ NOS. 3-22; 24-33; AND 5" 35-43 CONCRETE DECK PAVEMENT NOTES: 1. ALL CONCRETE WORK FOR DECK PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 302-6 AND 303-5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXCEPT AS MODIFIED BELOW. 2. ALL CONCRETE PAVEMENT PLACING, FINISHING, JOINTING, AND CURING SHALL BE SUPERVISED ON SITE BY AN ACI CERTIFIED FLATWORK FINISHER. 3. CONCRETE FOR PAVEMENT SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI WITH WATER TO CEMENTITIOUS RATIO EQUAL TO 0.4. 4. PORTLAND CEMENT SHALL BE ASTM C 150, TYPE II. 5. AGGREGATES SHALL BE ASTM C 33, SIZE NUMBER 3/4-INCH MINIMUM. 6. POZZOLAN CONFORMING TO ASTM C 618 TYPE F SHALL COMPRISE 15 PERCENT OF ALL CEMENTITIOUS MATERIAL. 7. ALL CONCRETE SHALL CONTAIN MICROFIBER AS MANUFACTURED BY W.R. GRACE & CO APPLIED AT A RATE OF 1 POUND PER CUBIC YARD OF CONCRETE FOR CRACK CONTROL AND IMPACT RESISTANCE. 8. REINFORCE ALL CONCRETE DECK PAVEMENT WITH #4 @ 12" QC EW. CENTER REINFORCEMENT FOR 3" MIN. COVER TOP AND EDGES OF PAVEMENT. ALL BARS SHALL BE GRADE 60 ASTM A 615. ALL BARS SHALL BE EPOXY COATED IN CONFORMANCE WITH CALTRANS STANDARD SPECIFICATION SECTION 52-1.02B. 9. ALL TIES SHALL BE PLASTIC. IF DOBIES ARE USED TO SUPPORT REBAR, THEY SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI. ALL CHAIRS SHALL BE STAINLESS STEEL OR PLASTIC. 10. PLASTICIZING ADMIXTURES SHALL CONFORM TO ASTM C 494. 11. ALL CONCRETE SHALL CONTAIN AIR ENTRAINMENT. AIR ENTRAINMENT ADMIXTURES SHALL CONFORM TO ASTM C 260. MINIMUM AIR ENTRAINMENT SHALL BE FIVE (5) PERCENT BY VOLUME OF THE CONCRETE MIX. 12. CAST IN PLACE CONCRETE SHALL BE PROTECTED FROM THERMAL SHOCK BY COVERING WITH INSULATING BLANKETS. BLANKETS SHALL BE PLACED ON THE SAME DAY OF PLACEMENT AND REMAIN IN PLACE FOR A MINIMUM OF 24 HOURS. =i-LJ -DENOTES CONTROL JOINT 13. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI 301, 305, 306, AND 308. ALL CONCRETE SHALL BE CONTINUOUSLY WET CURED WITH POTABLE WATER FOR SEVEN (7) DAYS. a) ACCEPTABLE MEANS OF WET CURE SHALL BE APPLICATION OF POLYETHYLENE SHEETS, POLYETHYLENE-COATED WATERPROOF SHEETING, OR POLYETHYLENE COATED BURLAP. b) SHEETING SHALL BE THOSE SPECIFICALLY DESIGNED FOR CURING CONCRETE AND SHALL BE KEPT WET FOR THE DURATION OF THE CURING PERIOD. c) WATER SHALL NOT BE MORE THAN 20 DEGREES F COLDER THAN THE TEMPERATURE OF THE CONCRETE. d) PRIOR TO CURING, PREVENT CONCRETE FROM DRYING BETWEEN PLACING AND FINISHING AND BEFORE CURING IS EXECUTED. e) CONCRETE SHALL BE PROTECTED FROM SURFACE DRYING IN ACCORDANCE WITH ACI 305. f) MOISTURE LOSS FROM CONCRETE PLACED AGAINST, OR IN WOODEN OR METAL FORMS EXPOSED TO HEATING BY THE SUN SHALL BE MINIMIZED BY KEEPING THE FORMS WET UNTIL THEY CAN BE SAFELY REMOVED. g) PROTECTION PERIOD FOR FORMED CONCRETE (FORM REMOVAL) SHALL BE IN ACCORDANCE WITH ACI 306, TABLE 5.3. h) IMMEDIATELY UPON REMOVAL OF SIDE FORMS APPLY LIQUID CURING COMPOUND TO SIDES OF CONCRETE DECK. CURING COMPOUND SHALL BE AS APPROVED BY THE ENGINEER AND APPLIED PER MANUFACTURERS RECOMMENDATIONS. 14. NO PRE-CAST CONCRETE SHALL BE ALLOWED. ALL CONCRETE DECK WORK INCLUDING REMOVABLE CONCRETE CAP COVERS SHALL BE CONSTRUCTED BY THE CAST-IN PLACE METHOD. 15. VERTICAL TOLERANCE BETWEEN ANY ADJACENT POUR AREA SHALL BE PLUS OR MINUS ZERO (0) INCHES. J ~---PIPING UTILITY TRENCH @ TERMINATE PIPING UTILITY TRENCH AT BENT NO. 43 '· - - I I I - - ~ 't,t ~ I I I ' I I ' I ' ' ' I ' 6" I ---------+--------! 9" 6" #3 #3 6" 1 '-2"± f--+-------t--'+-+ ~-t,</~--t-----+----J \ c( _,,•~, ----t=t==----1-------1-~ 1-:ti'-..:::s;::"~---+-----+-_j I ' 'I' ----+--+--+-+--8" / .1 ( _.,}---/---#4 @ 12" V ' /+-----+------+---l. _j 1 , :,, ' ' l. " ; V 'v1 I---+---+---+-,,_/+ -f/--+----+-----t--; I~ 1 /2"¢ x 2' -0" DOWEL-~ GREASE AND WRAP END IN BLDG PAPER OR TUBE @ SI EAR 1 2 SCALE: 1" Prepared by: 1 / 4" PREFORMED BITUMINOUS EXPANSION JOINT FILLER KEY DETAIL = 11 -0 11 L OC EW L NOBLE 2201 DUPONT DRIVE, SUITE 620 1----1--+-----------+----1 IRVINE, CA. 92715 949-752-1530 - - ~-'--------- ' - -- -' ~ I ~ -- 28' I ---: I d . 1 ' 5 2" ,0°'\ SHEAR KEY TYP. '~OVERALL BENTS MODIFY DOOR THRESHOLD AND ~-LANDINGS INSIDE BUILDING TO MATCH DECK LEVEL (N.I.C) APPROVED DATE DESIGN ENGINEER R.C.E. NO. 19111 C-3312 REHABILITATION OF BALBOA PIER CONCRr--orcK PLAN CONSULTANTS. INC. 949-752-8381 (F,IX) 1----1--+-----------+----I -==:;:::==-----=--- DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH 1----<-~--------------t~cH=E=cK=ED~-tc-D=ATE~----; ------1 REVISIONS PUBLIC WORKS DEPARTMENT I SHEET 1 2 OF 28 -5157-S L BENT NOS 3 TO 21; 25 TO 32; 36-42 DENOTES CONCRETE DECK THICKNESS ! 6" 6" ~,__; ____ BENT NOS 22 TO 24; ; ' 33 TO 35 -----,-r n NOTE: SEE SHEET 11 FOR STRINGER RE-LOCATION PLAN TO CONTINUE PIPING UNDER DECK n ... 6" ~-~--------~---------~----~ I I .,.,-----+--DENOTES CONTROL JOINT w D.. 0 _J r.n START PIPING UTILITY TRENCH AT BENT NO. 3 7" @ I 7~ J----~----- ----r - ---- ----- ----1 I ~1 5~ .. l====l-- - - - --1-- . ~ - - - . ,. - - - - - --1-- --- ---1======1 l::::====I=-==--= -=,.--==I=-=~ ,...:c-= =-=i~=-==-==-=-=I=-::.==-==-=-=!===::::, PIPING UTILITY TRENCH '----"::.......c LOCATE BETWEEN BENT NOS. 3-22; 24-33; AND ~ 5" L_ ___ PIPING 35-43 CONCRETE DECK PLAN SCALE: 1" = 8' -0" CONCRETE DECK PAVEMENT NOTES: 1. ALL CONCRETE WORK FOR DECK PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 302-6 AND 303-5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXCEPT AS MODIFIED BELOW. 2. ALL CONCRETE PAVEMENT PLACING, FINISHING, JOINTING, AND CURING SHALL BE SUPERVISED ON SITE BY AN ACI CERTIFIED FLATWORK FINISHER. 3. CONCRETE FOR PAVEMENT SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI WITH WATER TO CEMENTITIOUS RATIO EQUAL TO 0.4. 4. PORTLAND CEMENT SHALL BE ASTM C 150, TYPE 11. 5. AGGREGATES SHALL BE ASTM C 33, SIZE NUMBER 3/4-INCH MINIMUM. 6. POZZOLAN CONFORMING TO ASTM C 618 TYPE F SHALL COMPRISE 15 PERCENT OF ALL CEMENTITIOUS MATERIAL. 7. ALL CONCRETE SHALL CONTAIN MICROFIBER AS MANUFACTURED BY W.R. GRACE & CO APPLIED AT A RATE OF 1 POUND PER CUBIC YARD OF CONCRETE FOR CRACK CONTROL AND IMPACT RESISTANCE. 8. REINFORCE ALL CONCRETE DECK PAVEMENT WITH #4 @ 12" OC EW. CENTER REINFORCEMENT FOR 3" MIN. COVER TOP AND EDGES OF PAVEMENT. ALL BARS SHALL BE GRADE 60 ASTM A 615. ALL BARS SHALL BE EPOXY COATED IN CONFORMANCE WITH CALTRANS STANDARD SPECIFICATION SECTION 52-1.02B. 9. ALL TIES SHALL BE PLASTIC. IF DOBIES ARE USED TO SUPPORT REBAR, THEY SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI. ALL CHAIRS SHALL BE STAINLESS STEEL OR PLASTIC. 10. PLASTICIZING ADMIXTURES SHALL CONFORM TO ASTM C 494. 11. ALL CONCRETE SHALL CONTAIN AIR ENTRAINMENT. AIR ENTRAINMENT ADMIXTURES SHALL CONFORM TO ASTM C 260. MINIMUM AIR ENTRAINMENT SHALL BE FIVE (5) PERCENT BY VOLUME OF THE CONCRETE MIX. 12. CAST IN PLACE CONCRETE SHALL BE PROTECTED FROM THERMAL SHOCK BY COVERING WITH INSULATING BLANKETS. BLANKETS SHALL BE PLACED ON THE SAME DAY OF PLACEMENT AND REMAIN IN PLACE FOR A MINIMUM OF 24 HOURS. LJ u -DENOTES CONTROL JOINT 13. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI 301, 305, 306, AND 308. ALL CONCRETE SHALL BE CONTINUOUSLY WET CURED WITH POTABLE WATER FOR SEVEN (7) DAYS. a) ACCEPTABLE MEANS OF WET CURE SHALL BE APPLICATION OF POLYETHYLENE SHEETS, POLYETHYLENE-COATED WATERPROOF SHEETING, OR POLYETHYLENE COATED BURLAP. b) SHEETING SHALL BE THOSE SPECIFICALLY DESIGNED FOR CURING CONCRETE AND SHALL BE KEPT WET FOR THE DURATION OF THE CURING PERIOD. c) WATER SHALL NOT BE MORE THAN 20 DEGREES F COLDER THAN THE TEMPERATURE OF THE CONCRETE. d) PRIOR TO CURING, PREVENT CONCRETE FROM DRYING BETWEEN PLACING AND FINISHING AND BEFORE CURING IS EXECUTED. e) CONCRETE SHALL BE PROTECTED FROM SURFACE DRYING IN ACCORDANCE WITH ACI 305. f) MOISTURE LOSS FROM CONCRETE PLACED AGAINST, OR IN WOODEN OR METAL FORMS EXPOSED TO HEATING BY THE SUN SHALL BE MINIMIZED BY KEEPING THE FORMS WET UNTIL THEY CAN BE SAFELY REMOVED. g) PROTECTION PERIOD FOR FORMED CONCRETE (FORM REMOVAL) SHALL BE IN ACCORDANCE WITH ACI 306, TABLE 5.3. h) IMMEDIATELY UPON REMOVAL OF SIDE FORMS APPLY LIQUID CURING COMPOUND TO SIDES OF CONCRETE DECK. CURING COMPOUND SHALL BE AS APPROVED BY THE ENGINEER AND APPLIED PER MANUFACTURERS RECOMMENDATIONS. 14. NO PRE-CAST CONCRETE SHALL BE ALLOWED. ALL CONCRETE DECK WORK INCLUDING REMOVABLE CONCRETE CAP COVERS SHALL BE CONSTRUCTED BY THE CAST-IN PLACE METHOD. 15. VERTICAL TOLERANCE BETWEEN ANY ADJACENT POUR AREA SHALL BE PLUS OR MINUS ZERO (0) INCHES. L 1 '-2"± & AZTEC SPEED 1 DOWEL SYSTEM MODIFY DOOR THRESHOLD AND =-LANDING INSIDE BUILDING TO MATCH DECK LEVEL (N.I.C) 5~.. 5~ .. 5~ .. i--------,-----'-t---------4----1--~---__J_-I----------.LI _ ___.,__ DENOTES CONTROL --+--_.L._--- JOINT I 7" __ 7'_' -:-~ 6 & CONCRETE THICKNESS RAISED AROUND BUILDING TO ALLOW WATER FLOW AWAY FROM BUILDING 28' DENOTES -----+---CONTROL JOINT @ UTILITY TRENCH @ 6" ------------- 9" 9" TERMINATE PIPING UTILITY TRENCH AT BENT NO. 43 6" #3 45· (TYP) #3 6" 9" 28' 5~ .. t,-----~----.-t---------T4---+----'------+-4---__J_------~ 5~ .. g" (I}--+--#4 @ 12" OC EW ~ MODIFY DOOR THRESHOLD AND ~-LANDINGS INSIDE BUILDING TO MATCH DECK LEVEL (N.I.C) 1 / 4" PREFORMED BITUMINOUS EXPANSION JOINT FILLER SHEAR KEY DETAIL SCALE: 1" = 1 '-0" Prepared by: NOBLE CONSULTANTS, INC. APPROVED 2201 DUPONT DRIVE, SUITE 620 t----11----t-----------+----DE-SI-GN-E-NG-IN-EE_R __ _ IRVINE, CA. 92715 R.C.E. NO. 19111 949-752-1530 949-752-8381 (FAX) 7/01/02 JTM ,1, Af5 BUILT DAlE I AS BUil T I C-3312 REHABILITATION OF BALBOA PIER CONCRETE DECK PLAN t-o_A_TE~_sY~ ____ o_Es_c_R1P_11_0N _____ .1...A_PP_'o_. l-□-Es_1GN_E_□ _ __j_o_RA_WN __ __J CITY OF NEWPORT BEACH ,___H_-_5_1 _57_-_s__, RE\IISIONS CHECKED □AlE PUBLIC WORKS DEPARTMENT SHEET 12 OF 28 I. L , BENT NOS 3 TO 21; , ' ~ 25 TO 32; 36-42 • "'"----------BENT NOS 22 TO 24; ----~r' ' 33 TO 35 ' NO CAP COVERS BENT NOS. 1 THROUGH 9 ~-DENOTES CONTROL JOINT ES) □-I 5~ .. □- I • ' 6" I' - I I r-w I 0... - -- -u I' I H . I . I I I ,;,''-------------------BENT NOS. 43 TO 47 -----------------:,,,1; I DENOTES @ CONTROL 15 JOINT f -- • I • I -• I • I -• I f I MODIFY DOOR THRESHOLD AND LANDINGS INSIDE BUILDING TO MATCH DECK LEVEL (N.I.C.) □ ' ~i ,. . I • I -I 1 5~ .. ------ 1 ~---+----------+-----+-----~ - - - - • I -• I I -• I H ; • I Ill""'" r~i I _,,_,,./~-~~~~---6-" __ 1 _---~~~--+--__ q1 1,----------, I __ .,,, - --:--1--W -~ l --~ -- : ---15 .._,__-+----DENOTES CONTROL JOINT 0 . [ _J jH ..:.1CXJ ~I J • I START PIPING UTILITY TRENCH AT BENT NO. 3 I . El\ \]__v L PIPING UTILITY TRENCH LOCATE BETWEEN BENT NOS. 3-22; 24-33; AND 35-43 Dt CK Pl.AN @ CONCR - SCALE: 1" = 8' CONCRETE DECK PAVEMENT NOTES: D - 1. ALL CONCRETE WORK FOR DECK PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 302-6 AND 303-5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXCEPT AS MODIFIED BELOW. 2. ALL CONCRETE PAVEMENT PLACING, FINISHING, JOINTING, AND CURING SHALL BE SUPERVISED ON SITE BY AN ACI CERTIFIED FLATWORK FINISHER. 3. CONCRETE FOR PAVEMENT SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI WITH WATER TO CEMENTITIOUS RATIO EQUAL TO 0.4 PER UBC TABLE 19-A-2. 4. PORTLAND CEMENT SHALL BE ASTM C 150, TYPE II. 5. AGGREGATES SHALL BE ASTM C 33, SIZE NUMBER 3/4-INCH MINIMUM. 6. POZZOLAN CONFORMING TO ASTM C 618 TYPE F SHALL COMPRISE 15 PERCENT OF ALL CEMENTITIOUS MATERIAL. 7. ALL CONCRETE SHALL CONTAIN MICROFIBER AS MANUFACTURED BY W.R. GRACE & CO APPLIED AT A RATE OF 1 POUND PER CUBIC YARD OF CONCRETE FOR CRACK CONTROL AND IMPACT RESISTANCE. 8. REINFORCE ALL CONCRETE DECK PAVEMENT WITH #4 @ 12" OC EW. CENTER REINFORCEMENT FOR 3" MIN. COVER TOP AND EDGES OF PAVEMENT. ALL BARS SHALL BE GRADE 60 ASTM A 615. ALL BARS SHALL BE EPOXY COATED IN CONFORMANCE WITH CALTRANS STANDARD SPECIFICATION SECTION 52-1.02B. 9. ALL TIES SHALL BE PLASTIC. IF DOBIES ARE USED TO SUPPORT REBAR, THEY SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI. ALL CHAIRS SHALL BE STAINLESS STEEL OR PLASTIC. 10. PLASTICIZING ADMIXTURES SHALL CONFORM TO ASTM C 494. 11. ALL CONCRETE SHALL CONTAIN AIR ENTRAINMENT. AIR ENTRAINMENT ADMIXTURES SHALL CONFORM TO ASTM C 260. MINIMUM AIR ENTRAINMENT SHALL BE FIVE (5) PERCENT BY VOLUME OF THE CONCRETE MIX. ES) [/) . [ ~ . J -@ I ,------1 LO I ij l : r . -1-' I -- - . I J • CX) ii " • Ii sj-\ . I @) --. ,, <D I ~ I ~I I I . I I 5~,, ! : ,1 5~ .. 5~,, ·----::-1-: -.. --1---· . I ' I - -,--· ' l::i I n . J ~-----PIPING UTILITY TRENCH ® 1- 1...---48" CAP COVER U.N.O. ~ ---: 12. CAST IN PLACE CONCRETE SHALL BE PROTECTED FROM THERMAL SHOCK BY COVERING WITH INSULATING BLANKETS. BLANKETS SHALL BE PLACED ON THE SAME DAY OF PLACEMENT AND REMAIN IN PLACE FOR A MINIMUM OF 24 HOURS. 13. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI 301, 305, 306, AND 308. ALL CONCRETE SHALL BE CONTINUOUSLY WET CURED WITH POTABLE WATER FOR SEVEN (7) DAYS. a) ACCEPTABLE MEANS OF WET CURE SHALL BE APPLICATION OF POLYETHYLENE SHEETS, POLYETHYLENE-COATED WATERPROOF SHEETING, OR POLYETHYLENE COATED BURLAP. b) SHEETING SHALL BE THOSE SPECIFICALLY DESIGNED FOR CURING CONCRETE AND SHALL BE KEPT WET FOR THE DURATION OF THE CURING PERIOD. c) WATER SHALL NOT BE MORE THAN 20 DEGREES F COLDER THAN THE TEMPERATURE OF THE CONCRETE. d) PRIOR TO CURING, PREVENT CONCRETE FROM DRYING BETWEEN PLACING AND FINISHING AND BEFORE CURING IS EXECUTED. e) CONCRETE SHALL BE PROTECTED FROM SURFACE DRYING IN ACCORDANCE WITH ACI 305. f) MOISTURE LOSS FROM CONCRETE PLACED AGAINST, OR IN WOODEN OR METAL FORMS EXPOSED TO HEATING BY THE SUN SHALL BE MINIMIZED BY KEEPING THE FORMS WET UNTIL THEY CAN BE SAFELY REMOVED. g) PROTECTION PERIOD FOR FORMED CONCRETE (FORM REMOVAL) SHALL BE IN ACCORDANCE WITH ACI 306, TABLE 5.3. h) IMMEDIATELY UPON REMOVAL OF SIDE FORMS APPLY LIQUID CURING COMPOUND TO SIDES OF CONCRETE DECK. CURING COMPOUND SHALL BE AS APPROVED BY THE ENGINEER AND APPLIED PER MANUFACTURERS RECOMMENDATIONS. ~ CAP COVER NOTES: TERMINATE PIPING UTILITY TRENCH AT BENT NO. 43 1. ALL CAP COVERS SHALL BE CAST IN PLACE CLOSURE POURS TO MATCH ADJACENT CONCRETE DECK SURFACES. 2. NO PRECASTING WILL BE ALLOWED. 3. CAST COVERS ON 30# PAPER FOR BOND BREAK. 4. TOLERANCE FOR DIFFERENCE IN ELEVATION BETWEEN ANY CAP COVER EDGE AND ADJACENT DECK SURFACE SHALL BE ZERO (0) INCHES. 5. AFTER COMPLETION OF 28-DAY CURING PERIOD CONTRACTOR SHALL REMOVE EVERY CAP COVER TO SATISFACTION OF ENGINEER TO VERIFY REMOVABLIITY OF EVERY COVER WITH ADJACENT COVERS IN PLACE. COVERS THAT BIND, CHIP, CRACK OR SHOW DIFFICULTY IN REMOVAL SHALL BE DEMOLISHED AND A NEW COVER SHALL BE CAST-IN-PLACE. Prepared by: DENOTES CONTROL JOINT (C\ ~ L - I • I ~ ' - -- -' I @--- r- TYP. AT ALL CAP COVERS L L MODIFY DOOR THRESHOLD AND ~-LANDINGS INSIDE BUILDING TO MATCH DECK LEVEL (N.I.C.) APPROVED I I -J 5~ .. • ... C-3312 2201 DUPONT DRIVE, SUITE 620 ,__-----,._____, ___________ +-_ DESIGN ENGINEER R.C.E. NO. 19111 RE:HABILITAflON Of-BALBOA PIE:R ADDITIVE: BID ITE:M #2: CONCRE: TE: NOBLE CONSULTANTS. INC. IRVINE, CA. 92715 949-752-1530 949-752-8381 (FAX) DATE ,__-----,._____, ___________ +-_ --==;::==----D .CK P1 _AN w1-· • CAP covr:Rs DATE BY DESCRIPTION APP' D. DESIGNED DRAWN CITY OF NEWPORT BEACH -5157-S REVISIONS CHECKED DATE .--------j PUBLIC WORKS DEPARTMENT I SHEET 1 3 OF 28 I. L , BENT NOS 3 TO 21; ,. ' ~ 25 TO 32; 36-42 • NO CAP COVERS BENT NOS. 1 THROUGH 9 START PIPING UTILITY TRENCH AT BENT NO. 3 I ' 1-- 1-- DENOTES CONCRETE DECK THI/NESS 6" 1 f---- - 7" ..... r-- r-- PIPING UTILITY TRENCH LOCATE BETWEEN BENT NOS. 3-22; 24-33; AND 35-43 CONCRETE DECK PAVEMENT NOTES: LJ 1. ALL CONCRETE WORK FOR DECK PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 302-6 AND 303-5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXCEPT AS MODIFIED BELOW. 2. ALL CONCRETE PAVEMENT PLACING, FINISHING, JOINTING, AND CURING SHALL BE SUPERVISED ON SITE BY AN ACI CERTIFIED FLATWORK FINISHER. 3. CONCRETE FOR PAVEMENT SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI WITH WATER TO CEMENTITIOUS RATIO EQUAL TO 0.4 PER UBC TABLE 19-A-2. 4. PORTLAND CEMENT SHALL BE ASTM C 150, TYPE II. 5. AGGREGATES SHALL BE ASTM C 33, SIZE NUMBER 3/4-INCH MINIMUM. 6. POZZOLAN CONFORMING TO ASTM C 618 TYPE F SHALL COMPRISE 15 PERCENT OF ALL CEMENTITIOUS MATERIAL. 7. ALL CONCRETE SHALL CONTAIN MICROFIBER AS MANUFACTURED BY W.R. GRACE & CO APPLIED AT A RATE OF 1 POUND PER CUBIC YARD OF CONCRETE FOR CRACK CONTROL AND IMPACT RESISTANCE. 8. REINFORCE ALL CONCRETE DECK PAVEMENT WITH #4 @ 12" OC EW. CENTER REINFORCEMENT FOR 3" MIN. COVER TOP AND EDGES OF PAVEMENT. ALL BARS SHALL BE GRADE 60 ASTM A 615. ALL BARS SHALL BE EPOXY COATED IN CONFORMANCE WITH CALTRANS STANDARD SPECIFICATION SECTION 52-1.02B. 9. ALL TIES SHALL BE PLASTIC. IF DOBIES ARE USED TO SUPPORT REBAR, THEY SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI. ALL CHAIRS SHALL BE STAINLESS STEEL OR PLASTIC. 10. PLASTICIZING ADMIXTURES SHALL CONFORM TO ASTM C 494. 11. ALL CONCRETE SHALL CONTAIN AIR ENTRAINMENT. AIR ENTRAINMENT ADMIXTURES SHALL CONFORM TO ASTM C 260. MINIMUM AIR ENTRAINMENT SHALL BE FIVE (5) PERCENT BY VOLUME OF THE CONCRETE MIX. "'"----------BENT NOS 22 TO 24; _____ ,, ' 33 TO 35 ' ,"''------------------BENT NOS. 43 TO 47 ----------------:,.,.1; --DENOTES 7 • -- -,, I I 1--w 0... DENOTES CONTROL JOINT 0 __J I--~10J (/) (6) ~ L[J I ._ -@ r--L[J I ij t-- . -I--" I - -- LJ CONTROL JOINT @ n r-- r-- I-- I--.•. ,- LJ 5~ .. ' - -I' I I OJ ii" s;/" @ - <D I 5~ .. .. --1--- ' ' I - - I " . 6" 1-- I-- -r-- t-- 5~ .. ~-----PIPING UTILITY TRENCH L (~) 5~ .. DENOTES@ CONTROL 15 JOINT MODIFY DOOR THRESHOLD AND LANDINGS INSIDE BUILDING TO MATCH DECK LEVEL (N.I.C.) 5~ .. 1--'n----,------,--~F+--..-----5-~-.. _-'-+-F-,-----+_..----~'+--..---~'~, ------i' 5~ .. r-- 1-- ._ r-- - -I ..__ - ----- ---+-- ----- - ' ~10J ~ L[J 7" -@ L[J 1 - -..... 6" ,F\ ',J 5) r-- r-- - - r-- r-- I r-- - - r-- ~-1- r-- I I 1-- ~ 1-- I 1-- I r~ j - 1-- 1-- ----I -1-----I -' 1-- - - I I I I - -- -- -----:::;-" -~·~-f----- 1 I I DENOTES CONTROL JOINT~ Q:9 ~ 48" CAP COVER U.N.O. (D'\ 12. CAST IN PLACE CONCRETE SHALL BE PROTECTED FROM THERMAL SHOCK BY COVERING WITH INSULATING BLANKETS. BLANKETS SHALL BE PLACED ON THE SAME DAY OF PLACEMENT AND REMAIN IN PLACE FOR A MINIMUM OF 24 HOURS. 13. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI 301, 305, 306, AND 308. ALL CONCRETE SHALL BE CONTINUOUSLY WET CURED WITH POTABLE WATER FOR SEVEN (7) DAYS. a) ACCEPTABLE MEANS OF WET CURE SHALL BE APPLICATION OF POLYETHYLENE SHEETS, POLYETHYLENE-COATED WATERPROOF SHEETING, OR POLYETHYLENE COATED BURLAP. b) SHEETING SHALL BE THOSE SPECIFICALLY DESIGNED FOR CURING CONCRETE AND SHALL BE KEPT WET FOR THE DURATION OF THE CURING PERIOD. c) WATER SHALL NOT BE MORE THAN 20 DEGREES F COLDER THAN THE TEMPERATURE OF THE CONCRETE. d) PRIOR TO CURING, PREVENT CONCRETE FROM DRYING BETWEEN PLACING AND FINISHING AND BEFORE CURING IS EXECUTED. e) CONCRETE SHALL BE PROTECTED FROM SURFACE DRYING IN ACCORDANCE WITH ACI 305. f) MOISTURE LOSS FROM CONCRETE PLACED AGAINST, OR IN WOODEN OR METAL FORMS EXPOSED TO HEATING BY THE SUN SHALL BE MINIMIZED BY KEEPING THE FORMS WET UNTIL THEY CAN BE SAFELY REMOVED. g) PROTECTION PERIOD FOR FORMED CONCRETE (FORM REMOVAL) SHALL BE IN ACCORDANCE WITH ACI 306, TABLE 5.3. h) IMMEDIATELY UPON REMOVAL OF SIDE FORMS APPLY LIQUID CURING COMPOUND TO SIDES OF CONCRETE DECK. CURING COMPOUND SHALL BE AS APPROVED BY THE ENGINEER AND APPLIED PER MANUFACTURERS RECOMMENDATIONS. Q:9 CAP COVER NOTES: TERMINATE PIPING UTILITY TRENCH AT BENT NO. 43 1. ALL CAP COVERS SHALL BE CAST IN PLACE CLOSURE POURS TO MATCH ADJACENT CONCRETE DECK SURFACES. 2. NO PRECASTING WILL BE ALLOWED. 3. CAST COVERS ON 30# PAPER FOR BOND BREAK. 4. TOLERANCE FOR DIFFERENCE IN ELEVATION BETWEEN ANY CAP COVER EDGE AND ADJACENT DECK SURFACE SHALL BE ZERO (0) INCHES. 5. AFTER COMPLETION OF 28-DAY CURING PERIOD CONTRACTOR SHALL REMOVE EVERY CAP COVER TO SATISFACTION OF ENGINEER TO VERIFY REMOVABLIITY OF EVERY COVER WITH ADJACENT COVERS IN PLACE. COVERS THAT BIND, CHIP, CRACK OR SHOW DIFFICULTY IN REMOVAL SHALL BE DEMOLISHED AND A NEW COVER SHALL BE CAST -IN-PLACE. Prepared by: DENOTES CONTROL JOINT~ Q:9 1-- MODIFY DOOR THRESHOLD AND '----LANDINGS INSIDE BUILDING TO MATCH DECK LEVEL (N.I.C.) LJ",-. NOT APPLICABLE I AS BUil T I C-3312 APPROVED REHABILITATION OF BALBOA PIER NOBLE 2201 DUPONT DRIVE, SUITE 620 1------,1------+-----------+-- IRVINE, CA. 92715 DESIGN ENGINEER R.C.E. NO. 19111 -ADDIT~v~E> ITEM #2.~cRET~ CONSULTANTS, INC. 949-752-1530 949-752-8381 (FAX) & 7/01/02 AS BUILT DAlE BY DESCRIPTION RE\IISIONS DAlE APP'D. DESIGNED CHECKED -QEC • N WITH CAP -'fERS _ DRAWN CITY OF NEWPORT BEACH H-5157-S DAlE PUBLIC WORKS DEPARTMENT SHEET 1 3 OF 28 >-----------------VARIES (SEE PLAN SHEET 14)-----------------¥ 3/4"¢ LAG BOLT OR DRIFT PIN EMBED TOP 3" INTO CONCRETE CONCRETE DECK . /' i I #4 @ 12" EW II 3/4" PLYWOOD it_ PIER I DECKING DF 4x16 I BLOCKING I /-----, I (TYP) l /// I ' ~ ~ic--~-· -. -: -:-,I-~=--·-·---,--. ~. ..-,-. ~._-. _ _,1 _·_. •-'-.""I ''~===··=';· ,• ,• ; • ~ • :. ; • • :-.••• -••. ·:-:~•--:;-:;-:-~-.-:-.·-.. --_...,,L'°~------~-;_ ~---,-. ·.-·~:_.-.-.1---=~~.-/ ~!,...: -0 ""'O,,,_o....,,,O""'I r \ 4 .WI~ ~~ ~~ • • ~~ • • ~~ • ~ • • ~~ • • ~~ • • ~~ \ ~ ~ / NO BLOCKING FOR ELECTRICAL CONDUIT SEE DETAIL A SHEET 23 REPLACEME~T SECT'ON 1/4" EXP. JOINT WITH PREFORMED BITUMINOUS EXPANSION JOINT FILLER 3" MIN COVER (TYP) {f-6" ·.· •• ' • . --.<1-. .-_.-. ""~ .6 CONCRETE DECK-----. _-.<I. : _. • • • • • • . . . . . . . 1.--1. 1 /2"¢x2' -0" DOWEL GREASE AND WRAP END IN BLDG PAPER OR ,1" . . ·<1 • :.. .Z..tL ',tULL L .tL .tLLLLL.tL .tL.tL,(,-Z .tL -ZZ.tL ,tL ,;;,i-----3 / 4" PLYWOOD I -...-. ..-c---------1 TUBE FOR BOND BREAK 1-----------u ~-------,_ ____ EXISTING STRINGER ~- ~-------12x12 EXISTING PILE CAP - @ TYPICAi DECK SECT ON AT Pl E CAP 14 SCALE: 1-1/2" = 1'-0" 3/4"¢x18" DRIFT PIN OR 3/ 4"¢x18" LAG BOLT EA STRINGER _I I_I I_I I_LI LI LI LI LI ~-PLYWOOD OPENING SPLICE LO ~ DECK OPENING 1 6" ~----2' -6 2 " TYP. -----1---- 3/4"¢x18" DRIFT PIN OR 3/ 4"¢x18" LAG BOLT EA STRINGER ~ CONCRETE DECK _I I_I I_I I I 1= { :i I--------, 3/4" PLYWDOD J' PIPING UTILITY TRENCH B 15 f------~--EXISTING STRINGER OF 4x16 BLOCKING AT ALL PILE CAPS ~----======----======-~L [_ - -L4x6x1/4" 6~) --- 12x12 EXISTING PILE CAP Al RNA I I Vt B D t M # 2 TYPICAL DECK SEC f ON A PILE CAP SCALE: 1-1/2" = 1'-0" ADD 4x 16 BLOCKING AT ALL CAP COVER OPENINGS. ATTACH BLOCK TO STRINGER WITH SIMPSON FACE MOUNT JOIST HANGER CONCRETE DECK SLAB 12x1 2 ALTERNATIVE CAP COVER OPENING lL 2• 51" 1,, • -2 ' '. I • . 3/ 4"¢x 18" LAG BOLT OR 3/ 4"¢x 18" DRIFT PIN @ 12" O.C. AT ALL STRINGERS AT ALL BAYS. EMBED TOP OF BOLT OR PIN INTO CONCRETE SLAB TO ELEVATION TO OBTAIN SPECIFIED CONCRETE COVER. PRE-DRILL 1/2"¢ PILOT HOLE FOR EA LAG BOLT TYP. ALL STRINGERS, ALL BAYS -4x16 INTERIOR STRINGER (TYP) MID-BAY MAKE UP PANELS 6x 16 EDGE STRINGER (TYP) PI LE CAP ~ -----" ,,'i'---------,1,'l'---i 2'± FOR ALTERNATIVE \ DECK PLAN SEE NOTE -. .-----------------1-,r--------------+-------,..------------,i----------------,.-----------------h-------------------'h----- \ I/ ,! • • • , ~ • • • / • ~ • • • / \ • • • I; ,1 • (.\) , I , '\/ \I A \/ A \. • • • -, V . ~ .. ,_ . , ... ,_ . , .. / _ > \I V '\ ,-.:/_~ -'+f-+\---+}-++-'-I\--\-'-,. -. -1-7 ----+-. -.-1-YI_,..__,-. ---1_----1-\\ __ --1-,/---l--.-. _y L....:_>.-\• -----1-\----'I.-,.. -. ' -'-:;...,cJL...l... ~ \ I ' \. • I 'v r'----'1---Yt:: ----41--\ I --++-'--· \----->;J--7 ---+. _-1-_I __ \'<-----+--,. \--lf------+-l --l-,1 =. \-----+-----.........+----,. =\;=:. : -4-----1---- 1 \ ;__,______,___,_'. ---'--------, v _L---....J 7 ~ J I/ 4x5: . ll I -- D D L ~ • • ~ ' \ 0 0 0 0 -- 4x8 DENOTES APPROX. SIZE OF 1--PLYWOOD SHEET. TRIM EACH SHEET AS REQ'D FOR FULL END BEARING ON STRINGER. 3/4" TREATED PLYWOOD SIZE AS NOTED FOR ADDITIVE BID ITEM #2. STAGGER JOINTS AS '---SHOWN. ATTACH TO ALL STRINGER CONTACT SURFACES WITH #12x2-1/2" TYPE 316 SS DECK SCREWS @ 6" O.C. \I/ 1 '---'>.--,.,4-,1'c...._--1' ,-l-,~------'''-- 4x52 \ I I 2x5~ \ I r / 1 \ ll ll ~ I~ I/ ll ll L J)I 4x5 2 ___ 0 0 1- D D U -- D D NOTE FOR ADDITIVE BID ITEM #2 WITH CAP COVERS: i---------------20' TYP U.N.O. ________________ ., FULL 4x8 PLYWOOD SHEETS ON BOTH SIDES OF ALL CAP OPENINGS AS SHOWN. ADJUST PLYWOOD LAYOUT AS REQUIRED TO CONFORM TO CAP OPENING LAYOUT AS SHOWN ON SHEET 13. LOCATE SMALLER PLYWOOD PANEL SIZES TO MAKE DIMENSIONS FILLS AT MID SPAN OF ALL BAYS. 1 ·ypICAL DECK >-RAMING PLAN NOTE FOR DECK PLAN WITH SHEAR KEY AND NO CAP COVERS: USE LARGEST SHEET SIZE WHEREVER POSSIBLE. TRIM SHEETS ONLY WHERE NECESSARY TO OBTAIN END BEARING AT EACH END OF SHEET ON STRINGER. STAGGER ALL ADJACENT JOINTS. ATTACH SHEETS TO ALL STRINGER CONTACT SURFACES WITH #12 x 2-1 /2" TYPE 316 SS DECK SCREWS @ 6" O.C. 1 4 SCALE: 1" = 2' -0" Prepared by: NOBLE CONSULTANTS, INC. C-3312 APPROVED REHABILl~ATION OF BALBOA PIER 2201 DUPONT DRIVE, SUITE 620 l-----+--+------------4-------< IRVINE, CA. 92715 DESIGN ENGINEER R.C.E. NO. 19111 949-752-1530 949-752-8381 (FAX) D TE DrCK -RAM.NG P .AN I----+--+-------------'----< A -===---=-- DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5157-S 1--~--+-------------'---+==~-+----------J REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT !SHEET 14 OF 28 DATE BY Lt. " CONCRETE DECK PIN EMBED TOP 3/4" PLYWOOD DECKING 3" INTO CONCRETE DF 4x16 BLOCKING (TYP) NO BLOCKING FOR ELECTRICAL CONDUIT SEE DETAIL A SHEET 23 REPLACEMENT SECTION it_ PIER I 1/4" EXP. JOINT WITH PREFORMED BITUMINOUS EXPANSION JOINT FILLER 3" MIN COVER (TYP) CONCRETE DECK----- EL #4 @ 12" EW WRAP END IJ....----------V..11r..--+-------J nl>'"'IC>APER OR I / / ,,,.-----...._ / D BREAK rr-------------J,,'11',.,-----------J-____ EXISTING STRINGER AZTEC SPEED DOWEL SYSTEM Lt. 1 O" 3/4"0xl:f{" DRIFT PIN OR 3/4"~x1 B" LAG DOLT EA STRINGER -----12x12 EXISTING PILE CAP AT PILE CAP ~-PLYWOOD OPENING SPLICE ® DECK OPENING r----2' -6~" TYP. -----¥-5 " L--PLYWOOD OPENING ______J, 'I 2'-o" 'I ----' ' -------- 1 O" 3/4"0xl>rf' DRIFT PIN OR 3/4"9lH18" LAC BOLT EA STRINGER r CONCRETE DECK 1-----------< 3/4" PLYW~OD j \ I \ I I I I PIPING UTILITY TRENCH B 15 1----------,i----EXISTING STRINGER DF 4x16 BLOCKING AT ALL PILE CAPS 12x12 EXISTING PILE CAP ALTERNATIVE BID ITEM #2 TYPICAL DECK SECTION AT SCALE: 1 -1 /2" = 1 '-0" L4x6x1/4" 6]) PILE CAP ADD 4x16 BLOCKING AT ALL CAP COVER OPENINGS. ATTACH BLOCK TO STRINGER WITH SIMPSON FACE MOUNT JOIST HANGER CONCRETE DECK SLAB 12x1 2 PILE CAP 4x8 4x8 4x5- ALTERNATIVE CAP COVER OPENING 1 O" Li, 3/4"9llEHl'' LAG BOLT OR 3/4"0xJ::8'.' DRIFT PIN@ 12" O.C. AT ALL STRINGERS AT ALL BAYS. EMBED TOP OF BOLT OR PIN INTO CONCRETE SLAB TO ELEVATION TO OBTAIN SPECIFIED CONCRETE COVER. PRE-DRILL 1/2"0 PILOT HOLE FOR EA LAG BOLT TYP. ALL STRINGERS, ALL BAYS 2' -5~" 4x16 INTERIOR STRINGER (TYP) 0 0 0 0 ~~ 1" MID-BAY 4 MAKE UP PANELS 4x8 JL----------~ 2'± FOR ALTERNATIVE DECK PLAN SEE NOTE 4x5~ 4x8 DENOTES APPROX. SIZE OF PLYWOOD SHEET. TRIM EACH SHEET AS REQ'D FOR FULL END BEARING ON STRINGER. 3/4" TREATED PLYWOOD SIZE AS NOTED FOR ADDITIVE BID ITEM #2. STAGGER JOINTS AS '---SHOWN. ATTACH TO ALL STRINGER CONTACT SURFACES WITH #12x2-1/2" TYPE 316 SS DECK SCREWS @ 6" O.C. 4x8 4x8 6x16 EDGE STRINGER (TYP) 0 0 4x8 4x8 4x5~ NOTE FOR ADDITIVE BID ITEM #2 WITH CAP COVERS: 1----------------20' TYP U.N.O. ----------------~ FULL 4x8 PLYWOOD SHEETS ON BOTH SIDES OF ALL CAP OPENINGS AS SHOWN. ADJUST PLYWOOD LAYOUT AS REQUIRED TO CONFORM TO CAP OPENING LAYOUT AS SHOWN ON SHEET 13. LOCATE SMALLER PLYWOOD PANEL SIZES TO MAKE DIMENSIONS FILLS AT MID SPAN OF ALL BAYS. TYPICAL DECK FRAMING PLAN NOTE FOR DECK PLAN WITH SHEAR KEY AND NO CAP COVERS: USE LARGEST SHEET SIZE WHEREVER POSSIBLE. TRIM SHEETS ONLY WHERE NECESSARY TO OBTAIN END BEARING AT EACH END OF SHEET ON STRINGER. STAGGER ALL ADJACENT JOINTS. ATTACH SHEETS TO ALL STRINGER CONTACT SURFACES WITH #12 x 2-1 /2" TYPE 316 SS DECK SCREWS @ 6" O.C. SCALE: 1" = 2' -0" Prepared by: NOBLE CONSULTANTS, INC. I AS BUILT I C-3312 APPROVED REHABILITATION OF BALBOA PIER 2201 DUPONT DRIVE, SUITE 620 t------+--+-------------+-------, IRVINE, CA. 92715 DESIGN ENGINEER R.C.E. NO. 19111 949-752-1530 949-752-8381 (FAX) 7/01/02 JTM Lt, AS BUILT DAlE DECK FRAMING PLAN DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5157-S 1---~-~------------+--4-----.,__ __ __, REIIISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 4 Of 28 DATE BY L 1 "(l)X24" DRIFT PIN l ~ I I I I I I ---OF STRINGER I I I I I NOTE: NOTCH 6X20 I STRINGERS : / TO FIT CAP ~/ _U _j__'._ -------1 --PILE CAP STRINGER TO CAP CONNECTION DETAIL SCALE: 1" = O' -6" 1" 1~" 1~" 1" 5"x16 GA CONTINUOUS STRAP 3/4" PLYWOOD If---OF 2x6 _, BACKING NO 12 WOOD SCREW @ 4" O.C. EA SIDE OF OPENING SEE DETAIL A SHEET 27 FOR PIPING LAYOUT CONCRETE DECK 0 1 282"x48" 1 / 4" AL IE- 1/4"(1) X 12" AB @ 12" OC ~----~ ~·~ ~~ ~~: 0 ~:~: _0,:~: REMOVE AND RE-SET STRINGER TO PROVIDE CONTINUOUS 24" CLEARANCE ~ ~ I RE:.NCrl COVER DETA, SCALE: 1" = O' -6" 1 / 4"(1) x 2" ROUND HEAD SS WOOD SCREWS @11 "± 0 0 2' CLEAR 0 0 0 3/8" x 12" SPIKE /@12"0C ~ l ,--OF 6x6 0~. ---:~;:::,,~----EDGE STRINGER ~ ~ --l L PILE TO CAP CONNECTION @ REPAIR PER 1 '-O"X3' -8"X1 /2" 1 0 BUTT SPLICE PLATE Gi) UTIL TY TRENC~ s=CTION SCALE: 1-1 /2" = 1 '-0" #-1, __ _,,I,~ 4" ± MIN. 1 1 REMOVE, RAISE, AND RE-ATTACH 1 x8 TRIM STRIP ALL AROUND. TOUCH UP PAINTINT N.I.C. 16 GA FLASHING STRIP ROUGHEN EDGE OF EXISTING CONCRETE. COAT WITH EPOXY BONDING AGENT I- ::;; _J SLOPE 1-::J u ~ DECK POUR 7 r ~: LI ....,.___<1 ~<1 ",1---1 ~/ Ll LI LI I Ll'f<J • ~ Ll l"-1/~·-~Ll_· Ll~·<1_ 6" <1 3,, 4 30# FELT STRIP FLASHING WATERPROOF WITH BITMASTIC EXISTING CONCRETE SLAB r 4"± ~ 1 5/8"± '-f DECK 3/4" PLYWOOD ,__ __ PROTECT EXISTING DECK IN PLACE DECK DEMOLITION LIMIT (VARIES) Af RES AURAN 1 5 SCALE: 1" = 4" NOTE: 1. SAW CUT CONTROL JOINTS AS SOON AS CONCRETE HAS OBTAINED ADEQUATE STRENGTH TO RESIST RAVELING OF JOINT EDGES (4 TO 24 HOURS AFTER PLACEMENT). <J . <l CONTROL JO NT DETAIL SCALE: 1" = O' -6" PULL BOX ACCESS COVERS: TYPE L 1-3/ 4" SS GRATE FRAME AS MANUFACTURED BY GRATING PACIFIC, LOS ALAMITOS, LIGHT POLE J-BOX ACCESS COVERS: 15-3/8"x10-3/16" #3-1/2N BO LID AS MANUFACTURED BY EISEL ENTERPRISES, PLACENTIA, CA OR EQUAL ON SS TYPE L FRAME. FABRICATE SMALLER TYPE L -CA. FURNISH WITH TYPE 7 2 ss GRATE WITH 1-3/4"x3/16" -FRAME SIMILAR TO FIT LID. PR OVIDE BOLT BMIT SHOP APPROVAL FABRICATION B EARING BARS AND TAMPER ANCHORS TO SECURE LID. SU RESISTANT BOLTS. SUBMIT DRAWING TO ENGINEER FOR SH OP DRAWING TO ENGINEER PRIOR TO FOR APPROVAL PRIOR TO FABRICATION 18"x18" FOR PULL B CON CRETE -DECK OX ACCESS OR ACCESS XES 12-1 /8"x6_ 15/16" F r TO LIGHT POLE J-BO I TING EXIS OF 4x16 '-8"± ING_/ EXIST OF 4x 1 6 -- ry', 1 5 I ' • J' V I I ,.I. -CENTER OPENING OVER STRINGER SPACE FOR ACCESS BELOW TO PULL BOXES OR LIGHT POLE JUNCTION BOXES - E EC-R CAL ACCESS COVER SCALE: 1-1 /2" = 1 '-0" Prepared by: J ' • 2' 3/8"x -STUD 4" HEADED C 3 PER EQ SP SIDE NOTE: SEE SHEET NOS. 21 AND 22 FOR OPENING LOCATIONS. EA END 6" 6" 5 NO 4 EQ SPCS 4 NO 4 EQ SPCS 1 ' 6" NO 3 TYP. EA END 6" 7" 2" 6" 2" 1'-2" 1 o" jJ II 7 " --~ ~-, '>===----1===";;:----~-----"<------+--------"<- r--1 • -2i" ---J DAYTON/ RICHMOND T-1 SS SINGLE PICK-UP INSERT. 2 REQ'D EA CAP COVER BID IT M #2 covr::-R ADD TIV @ 48" CAP 1 5 SCALE: 1" = 1 '-0" SET FRAME AND LID FLUSH WITH DECK SURFACE CONCRETE DECK SS TYPE 7-2 GRATE WITH 1-3/ 4" x 3/16" BEARING BARS 1 '-6" SQ OPENING FOR PULL BOX ACCESS 12-1/8"x6-15/16" OPENING FOR LIGHT POLE J-BOX ACCESS NOTE: VARY EA END DIMENSION EQUALLY FOR LONGER OR SHORTER COVERS TYPE L 1-3/ 4" SS GRATE FRAME ELEC RICA ACCESS COVLR SEC r ION SCALE: 1" = O' -4" C-3312 APPROVED REHABILITATION OF BALBOA PIER NOBLE 2201 DUPONT DRIVE, SUITE 620 >----+--+------------+---< IRVINE, CA. 92715 DESIGN ENGINEER R.C.E. NO. 19111 949-752-1530 CONSULTANTS. INC. 949-752-8381 (F,IX) DAlE I---+--+------------+--< --==:;==---=-- DATE BY DES CR IP 11O N APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH -5157-S 1--~-~------------+=c=HE=cK=ED---+D~AlE~---, ------1 REVISIONS PUBLIC WORKS DEPARTMENT I SHEET 1 5 OF 28 L 1 "¢X24" DRIFT PIN l ---OF STRINGER NOTE: NOTCH 6X20 STRINGERS TO FIT CAP ------1 --PILE CAP STRINGER TO CAP CONNECTION DETAIL SCALE: 1" = O' -6" 5"x16 GA CONTINUOUS NO 2 WOOD SCREW @ 4" .C. EA SIDE OF OPE NG ALTERNATIVE BID ITEM #2 PLYWOOD OPENING DETAIL SCALE: 1 " = 2" RAP SEE DETAIL A SHEET 27 FOR PIPING LAYOUT CONCRETE DECK 0 1 28:2''x48" 1/4" AL fl>_ 1/4"¢ X 12" AB @ 12" OC 0 TRENCH COVER DETAIL SCALE: 1" = 0'-6" 1 / 4"¢ x 2" ROUND HEAD SS WOOD SCREWS @11"± 3/8" x 12" SPIKE @ 12" oc 1--------+------+-----l 0,1-----------1 I--------+----------< 011----------t REMOVE AND RE-SET STRINGER TO PROVIDE CONTINUOUS 24" CLEARANCE L PILE TO CAP CONNECTION @ REPAIR PER 1 '-O"X3' -8"X1 /2" 1 0 BUTT SPLICE PLATE @ UTILITY TRENCH SECTION SCALE: 1 -1 /2" = 1 '-0" ,,_k_--,j1k~ 4" ± MIN. 1 REMOVE, RAISE, AND RE-ATTACH 1 x8 TRIM STRIP ALL AROUND. TOUCH UP PAINTINT N.I.C. 16 GA FLASHING STRIP ROUGHEN EDGE OF EXISTING CONCRETE. COAT WITH EPOXY BONDING AGENT SLOPE 30# FELT STRIP FLASHING WATERPROOF WITH BITMASTIC EXISTING CONCRETE SLAB r .<3 4"± 6" <3 V --~LI __ • LI_· -----l. I -Ll • <3 ~ 3/4" PLYWOOD 1 5/8"± ' r- 2x DECK 1-----PROTECT EXISTING DECK IN PLACE DECK DEMOLITION LIMIT (VARIES) NOTE: 1. SAW CUT CONTROL JOINTS AS SOON AS CONCRETE HAS OBTAINED ADEQUATE STRENGTH TO RESIST RAVELING OF JOINT EDGES (4 TO 24 HOURS AFTER PLACEMENT). +-~" MIN L'.'.1. <J LI CONTROL JOINT DETAIL SCALE: 1" = O' -6" POLYMER CONCRETE LID AND FRAME ASSEMBLY AS MANUFACTURED BY it ARMORCAST PRODUCTS COMPANY, NORTH HOLLYWOOD, CA. LID AND FRAME PER MANUFACTURER'S DRAWING NO. A6001946TAX18. FURNISH WITH SS BOLT LOCK DOWN. FABRICATE FRAME WITHOUT BOX. ADD SIX SS HEADED STUDS TO FRAME AS SHOWN. SUBMIT SHOP DRAWING TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION ONCRETE DECK -----, NOTE: SEE SHEET NOS. 21 AND 22 FOR OPENING LOCATIONS. STAGGER OPENINGS BETWEEN BAYS 2 FEET MIN. BEND ALL #4 SLAB BARS AROUND r7--7_t-~~--7f-~:::::::~l----.oPENING. 1'-8"± G 15 LOCATE OPENING OVER STRINGER SPACE FOR ACCESS BELOW. ELECTRICAL ACCESS COVER SCALE: 1" = 1 '-0" Prepared by: 23.25"x13.75" LID --,.__ STAMPED "ELECTRICAL" -+---+--MODIFIED FRAME ADD #4 BAR x 6' -0" REINFORCEMENT ALL 4 SIDES OF OPENING. HOOK ENDS AS REQUIRED FOR EDGE DISTANCE CLEARANCE. NOTE: SEE SHEET NOS. 21 AND 22 FOR OPENING LOCATIONS. EA EN 6" 6" ,. H 15 ~-----2'-~" ------1 6" 5 NO 4 EQ SPCS 4 NO 4 EQ SPCS NO 3 TYP. EA END 6" 1 ' 1 ' 7" 2" 6" 2" 1'-2" 4' 1 o" DAYTON/ RICHMOND T-1 SS SINGLE PICK-UP INSERT. 2 REQ'D EA CAP COVER NOTE: VARY EA END DIMENSION EQUALLY FOR LONGER OR SHORTER COVERS ----------BOLTDOWN (2X) ------NON SKID SURFACE ,__,...,.._---.-.....,..,-~----DANGER HIGH VOLTAGE LABEL -----LIFT PIN COVER DETAIL Lt SCALE: N.T.S. CONCRETE rDECK 23.25"x13.75"x2" ARMORCAST POLYMER CONCRETE LID Lt MODIFIED 23.375"x15.875" ARMORCAST FRAME WITH 1 /2"¢x3" SS HEADED STUDS DRILLED AND SET INTO FRAME WITH EPOXY " " I AS BUILT I ELECTRICAL ACCESS COVER SECTION SCALE: 1" = O' -5" C-3312 APPROVED REHABILITATION OF BALBOA PIER 2201 DUPONT DRIVE, SUITE 620 1----+--+------------+----l DESIGN ENGINEER R.C.E. NO. 19111 NOBLE CONSULTANTS, INC. IRVINE, CA. 92715 9'9-752-1530 949-752-8381 (FAX) 7/01/02 JTM Li.AS BUILT DATE DECK DETAILS DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5157-S 1----+-~---------~------+-------< REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 5 OF 28 7 8 9 u u u u rmnrrn I u u u ~1--0 FUR"' S NGS PLAN SCALE: 1" = 20' [ J [ J r 1 '-0" --4 1 '-0" \ ~-.,3~-LAG BOLT : 1 '-0" l DF 8x12x2' -0" 6 REQ'D EA 8x12 (TYP) ~ .. </J ANCHOR ELEVATION BOLT IN DECK (TYP) @ B· NC' D" A 1 6 SCALE: 1 " = 1 ' L u u u INSTALL NEW FISH CUTTING BOARDS TO MATCH EXISTING LOCATIONS (38 REQ'D) u u REINSTALL SALVAGED GATE 19 >-L_ u u u u u u RE-INSTALL SALVAGED TELESCOPES (2) REPLACE TRASH ENCLOSURE IN KIND. SUBMIT SHOP DRAWINGS OF REPLACEMENT PLANS INDICATING ALL MATERIALS, DIMENSIONS, AND CONNECTION DETAILS TO ENGINEER FOR APPROVAL. SCHEDULE UP TO THREE SUBMITTALS TO INCORPORATE MODIFICATIONS THAT MAY BE SPECIFIED TO INCREASE SIZE. 42 21 u 22 23 0 c::::::::J c::::::::J REPLACE LIFEGUARD RING 8-FT BENCHES (4) TO BE RE-INSTALLED BY CITY 3' -6" --Y ~ ------_ ----------lli--- 7 _ u --~ RE-INSTALL FISH SINK SALVAGED TIMBER BENCH 15 (REQ'D) 1 ' RE-INSTALL SALVAGED TELEPHONE STAND r~"rr ,. 0 2x10x1'-4" TREX PLASTIC LUMBER. COLOR SHALL BE WOODLAND BROWN. ATTACH WITH 1/4"x2" LAG SCREWS (4 REQ'D) FISH CUTTING ~ H-o----BOARD SUPPORT ~ . . . ~~ ~~ ~~ -~;~ FISrl CU°'T NG BOARD DE::TAIL SCALE: 1" = 1 '-0" □- APPROVED NOTE: 1. MATERIAL FOR BENCHES SHALL BE PACIFIC COAST DOUGLAS FIR, NUMBER 1 OR BETTER, FOHC, S4S, VERTICAL GRAIN, SELECTED FOR APPEARANCE. 2. ALL BENCH LUMBER SHALL BE PRESSURE TREATED WITH CHEMONITE (ACZA) PER AWPA STANDARDS P5 TO A MINIMUM NET RETENTION OF 0.40 POUNDS PER CUBIC FOOT BY ASSAY PER AWPA STANDARDS C2-97 AND C17-96 INSPECTED IN ACCORDANCE WITH SECTION A OF AWPA M2-97 . C-3312 Prepared by: REHABILITATION OF BALBOA PIER NOBLE CONSULTANTS, INC. 2201 DUPONT DRIVE, SUITE 620 !----+---+------------+--------< IRVINE, CA. 92715 DESIGN ENGINEER R.C.E. NO. 19111 949-752-1530 949-752-8381 (FAX) DATE ------ruRNIS ''NGS p .AN !----+---+------------+--------< DAlE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5157-S 1----~----------~--+-=-c=~-+c---,--,~------l REVISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT !SHEET 1 6 OF 28 L 5' -9" ------,f 2' -5" _J,j,_ -JI,_ 9 " o-· -• ···-·-·-u-· ·-·-er -·-· ,-,-J ------"<- OF 6x6 POST \ I OF 3x10 TOP RAIL 2~" ~ 7 ---I ~-0"~ ,_ OF 6x6 POST 5' -9" ++----12 POSTS @ 8' o" = 88' __ ___,, J<------------------------40 POSTS @ 8'-0" = 312' ------------------------:,,.L---,1<----,1<-5' -9" MITER TOP RAIL NOTE: CONTRACTOR SHALL FIELD VERIFY POST LAYOUT AND SUBMIT SHOP DRAWING OF POST LAYOUT TO ENGINEER FOR APPROVAL. <if) ~ POSTS @ 8' -0" -40' 65) e TYP ALL OUTSIDE CORNERS 3'-3" j J<-. --->,.10 POSTS .@~ 8.-0" - ~ I LOCATE POSTS TO---• CLEAR STRINGERS TOP RAIL NOT SHOWN FOR CLARITY I J<-----+-------22 POSTS @ 8'-0" = ,I, . ~-68_' .+l -.==--.-=--n-.~~.------□=--.--,l<!L_1,I<-.~ 5' _:_y ~_n_.3' _ ;-.,-JL---------20 POSTS @ 8' -0" I -1521' _________ _y ~ 3' -6" MITER TOP 6x6 POST @ GUARDRA.· PLAN SCALE: 1 " = 20' OF 3x10 TOP RAIL II• l , W,; ~,---+--OF 3x6 SIDE RAIL (TYP) ~ 5' -2" If---+--OF 6x6 POST ~"0 BOLT W/ Ml WASHER EXISTING EDGE STRINGER SECT ON 3 40d NAIL EA POST 8" • ·u •-11 7'-3"1 A / ' [~---,-_-_ u ' ·-· ~--+----a TYP ALL INSIDE CORNERS C 8' 1 7 --4 LOCATE POSTS TOJ 11 CLEAR STRINGERS 1 u---.-□-·-· 3' -6" 8' -0" MAX ---------------Y L 6 : NAIL EA SPLICE EXISTING POST -:-ITIII~ .- ,_.-. _·1 • •. :@ -, ----< ' - 1 '-2" 11 -2 11 6" 1 3 42"x1 6'T SS EXTRA HEAVYWEIGHT SECURITY HINGE FULL MORTISE TO POST AND GATE 3 REQ'D □-.-.-□-·- I 10 POSTS @ 8' -0" = 72' !LOCATE TO CLEAR STRINGERS 3'-6" J ATTACH 3x10 TO 3x6 WITH SS 1 L3x3x4" AND SS LAG SCREWS >-----4' CLEAR _____ _,, W'------3' -11 "± ----- OF 3x10 TOP RAIL 3 40d NAIL ----EA RAIL (TYP) NS D-CORN[ R DE Al SCALE: 1 " = 1 ' ATTACH 3x6 RAILS TO 3x6 ENDS 1 WITH SS 4"x6" LAG SCREWS. 2 REQ'D ALL CONTACT POINTS. COUNTERSINK HEADS AND PLUG WITH TREATED TIMBER PLUGS. 1 1111 SS FIXED STAPLE ll+II----+--HASP TO ACCEPT CITY FURNISHED PADLOCK ' .1111 OF 3x6 Jl~I LOCATE NEW OF 6x6 POST ' . <I 4 . ._,,....,-jllllllll 1 L J__---, 0 _:.__:_.:.:.~\-----= L4x4x4"-Q'-4" GATE 1TOP AND GATE 4 -------------G -------4 --------------G ---~ NOTE: CENTER GATE OPENING AT CENTER OF HYDRANT SUPPORT WITH 2 SS 4"0x3" LAG SCREWS G~) GUARDRAIL NOTES: 1. ALL LUMBER SHALL BE PACIFIC COAST DOUGLAS FIR NO. 1 OR BETTER S4S FOHC SELECTED FOR APPEARANCE. TYP CAL GuARDRAI~ FRONT ELEVAT ON ~YDRANT ACCESS GATE DETAIL 2. ALL LUMBER SHALL BE PRESSURE TREATED WITH ACZA TO MINIMUM RETENTION OF 0.6 POUNDS PER CUBIC FOOT. SCALE: 1 " = 1 ' Prepared by: NOBLE CONSULTANTS, INC. SCALE: 1 " = 1 ' 2201 DUPONT DRIVE, SUITE 620 I----+--+-------------+--. IRVINE, CA. 92715 949-752-1530 949-752-8381 (FAX) I----+--+-------------+--. APPROVED DESIGN ENGINEER R.C.E. NO. 19111 DATE _____ _ C-3312 REHABILITATION OF BALBOA PIER GUARDRA" D -AIL DA1£ f-D-A1£--+_B_Y ~---D-ESC_R_IPTI_ON ____ __._A_P_P'D_. +-,D=ES=IGN=ED---+-DR_AWN __ ---J CITY OF NEWPORT BEACH REVISIONS CHECKED -5157-S PUBLIC WORKS DEPARTMENT !SHEET 1 7 OF 28 L 6 POSTS @ 8' -0" = 4 I (!)' I I 5'-9" I, 'I 5'-9" ++-12 NOTE: CONTRACTOR SHALL FIELD VERIFY POST LAYOUT AND SUBMIT SHOP DRAWING OF POST LAYOUT TO ENGINEER FOR APPROVAL. ll.. I ~ L ·1 ~ 'I - 1 '-5" --ttt t-2' -11" " POSTS @ 8'-o" -88' I I 1 - 2' 5 " _J,,J._ J._ 9 " " ' " 111111 Ill ~ I - " Lr-. ADD 8 LIFEGUARD JUMP STATIONS - 4 ON EACH SIDE ~ I I I 46 POSTS -- " " ~ I a'-o" 45' I @ --1 - " " " 40 POSTS @ 8'-o" -312' POSTS @ 8' -0" -40' ,l'-L ______ ___,J,i<-< 6 POSTS @ 8' -0" -40' 1 ·1 I L n I 51 -9" 1 ---1 -~ \ "' >- / -7'-3" I " " " " " " 5 1 -9" e TYP ALL OUTSIDE CORNERS 3• -3"--.-Lt--~_1 _olJ...P_o~s-T_s~@.ll.l _8_-_o_" ---"7L2_· _-i_----'l _3 • ___ 3_" __ ..... [~3 • -6" ~ I LOCATE POSTS TO---i CLEAR STRINGERS MITER TOP RAIL ----+--------22 POSTS @ 8' -0" -168' +-----+------.!s,:,t<--;,f-5' -3" 3' -1" ,,_ _______ 20 POSTS @ 8'-0" -1521' ------------¥ 3' -6" 7' -3" DF 3x 10 TOP RAIL 3 40d NA IL , I, 81 -0" MAX EA PO ST • ---+---DF 3x6 SIDE RAIL (TYP) '1' 8" v2 40d NAIL EA POST 4-3' -6" - T 8" .,,,,,,--4 40d NAIL EA SPLICE --i. 5' -2" I I .. I .. I .. -• ~ • 4· .. 4 A .. . . .4 •. ·4 • ;, ~ . ·. 4 A • . 1• 4 • .. .. ~ A 4· ;, • ·. . •. 4 •. :c ' . ' ' 'O ' ~"\'l BOLT W/ Ml WASHER EXISTING EDGE STRINGER B TYPICAL GUARDRAIL FRONT ELEVATION 1 7 SCALE: 1 " = 1 ' -·r6 40d • • • • II I I . J • <I ' 4 • .<1 • • I .• I .. • :a ' ' ' '@ ' / 7' -9" 8' r1 10 POSTS @ 8' -0" = 72' LOCATE TO CLEAR STRINGERS DF 3x10 TOP RAIL 3 40d NAIL ---EA RAIL (TYP) LOCATE POSTS TO_j ->1,.1 CLEAR STRINGERS 'h--o--~-~-~-~-~~-.---..r 3' -6" 3'-6" J ® INSIDE CORNER DETAIL 17 SC NAIL EA SPLICE EXISTING POST 1 '-2" 1'-2" 6" 1 3 42"x1 6''T SS EXTRA HEAVYWEIGHT SECURITY HINGE FULL MORTISE TO POST AND GATE 3 REQ'D Prepared by: ATTACH 3x 10 TO 3x6 WITH SS 1 L3x3x4" AND SS LAG SCREWS ,__ _____ 4' CLEAR ------1 ATTACH 3x6 RAILS TO 3x6 ENDS 1 WITH SS 4"x6" LAG SCREWS. 2 REQ'D ALL CONTACT POINTS. COUNTERSINK HEADS AND PLUG WITH TREATED TIMBER PLUGS. SS FIXED STAPLE ,-----+--HASP TO ACCEPT CITY TrTITnml FURNISHED PADLOCK LOCATE NEW DF 6x6 POST -----DF 3x6 ------a-- 1 L;..i____j,.;-:.......:.c..-+----== L4x4x4"-0' -4" GATE 1TOP AND GATE 1-----------------j C 1-----1 1-----------------l C f-----1 NOTE: CENTER GATE OPENING AT CENTER OF HYDRANT LE: 1 " - 1 ' APPROVED SUPPORT WITH 2 SS 4"\'lx3" LAG SCREWS Gi) GUARDRAIL NOTES: 1. ALL LUMBER SHALL BE PACIFIC COAST DOUGLAS FIR NO. 1 OR BETTER S4S FOHC SELECTED FOR APPEARANCE. 2. ALL LUMBER SHALL BE PRESSURE TREATED WITH ACZA TO MINIMUM RETENTION OF 0.6 POUNDS PER CUBIC FOOT. I AS BUILT I C-3312 REHABILITATION OF BALBOA PIER NOBLE 2201 DUPONT DRIVE, SUITE 620 >----+--+------------+-----< IRVINE, CA. 92715 DESIGN ENGINEER R.C.E. NO. 19111 CONSULTANTS, INC. 949-752-1530 949-752-8381 (FAX) 7/01/02 JTM ,1, Afi BUILT DAlE GUARDRAIL DETAIL DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5157-S 1--~-~-----------+--+----+-----< REIIISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 7 Of 28 I. L 1 ALL HOLES 1 16"¢ FOR 1 "¢ BOLTS ,i•c...._ _________ 3' __________ ,, . ' 4" I ) I) I ) ( ~------------------------------------- +3",L_5" ,· 1'-3" ,· 9" ,'3"~ STRAP . 3'-8" 1, . ' __:'I • 1 /2" ft 2"-~ ' 1/ ' 0 0 0 0 0 " I/ 8" 1 ' • 0 0 2"-,. ~ ' ' • k ' 2" . . 2@6" . 8" 8" • 2@6" , I, 2" • • • 1 • • , 1 /2\ NTERIOR STRINGER SPLICE PLATE ~ SCALE: 1" = 6" ALL HOLES 1 16"¢ FOR 1 "¢ BOLTS • 9" • , , 11" • 1;3,,___J,,3,, 1; ' 11" 2 , , T , · 2 .-----+---+-----, __:'I - 1 /2" PLATE O ------ • ~ 2" I -' 4i" HOLE FOR 3/4"¢ LAG BOLT-~ 1 o" 'o r, • -~2" . 1 /2" PLATE 2" -1#-~f -6" -----'1i,,__ 6" -1,,_v ___ 1 '-4" ----J{"--6" _1,_v_ 6" { f 2" ~ 3'-8" ,r ,~ EXTFR OR STRINGFR SPl CE P ATE '& SCALE: 1" = 6" EDGE STRINGER SIDE ,, 4' ~ , ~ ' 0 0 0 1 " 2 - /Ill/ \\\\\ 1.3"_ /Ill/ 4 ' 0 0 0 ' ~~ 2" I; I; 1 1" I; 1 1 " I; 1 1 " 'I , , , CONCRETE DECK SIDE , , • 0 0 . 0 0 . ' , 1 1 " , l.1 2" , , 'I 1 ~ NOTES: V 1/4 1. ALUMINUM SHALL BE 6063-T6 CONFORMING TO ASTM B 221. 2. ALUMINUM FINISH SHALL BE 2 MIL HARD COAT ANODIZED CONFORMING TO M-M12-C22-A41. COLOR SHALL BE NATURAL, SILVER GRAY. 3. ALL PLATE SHALL HAVE RAISED DIAMOND PATTERN FOR SLIP RESISTANCE. 1 / 4" IE. @ UTIL ·y TRE..NCf-1 COVER fl TAP ALL HOLES FOR 4"¢ ROUND HEAD WOOD SCREW (TYP) 1 8 SCALE: 1" = 6" ,f--2" ~,IL-·----8" -------,I'-ALL HOLES 9-16"¢ 6" I I I I --- - rS\ 4x6x 1 / 4" CAP BLOCKING PLATE ~ SCALE: 1" = 3" 4" ' 3x3x 1 / 4" Bt NC SCALE: 1" = 2" k r 1 4" v 1 4" 2" 1· -------------- / C IP 3/4"¢ I I I I f- MATERIAL SHALL BE TYPE 316 STAINLESS STEEL FOR ASTM A 1 67 ~" HOLE FOR 1 /2"¢ LAG BOLT (TYP) f- f- I 1 " ., -2 11 ., ., 1" , ' , , Prepared by: CP ~ NOTES: 1. ALL HARDWARE AND METAL EXCEPT REBAR IN DIRECT CONTACT WITH CONCRETE SHALL BE HOT -DIP GALVANIZED IN CONFORMANCE WITH SECTION 210-3 OF THE SSPWC. 2. ALL ANGLES AND PLATE SHALL BE ASTM A 36 U.N.O. HOT-DIP GALVANIZE AFTER FABRICATION PER SECTION 210-3 OF THE SSPWC. 3. ALL HARDWARE AND METAL IN DIRECT CONTACT WITH ALUMINUM SHALL BE ASTM A 167 TYPE 316 STAINLESS STEEL. 4. ALL OTHER HARDWARE FOR GUARDRAIL POST, STAIR TREAD, AND MISCELLANEOUS CONNECTIONS NOT SPECIFIED SHALL CONFORM TO APPLICABLE ASTM SPECIFICATIONS AND BE HOT-DIP GALVANIZED PER SECTION 210-3 OF THE SSPWC UNLESS NOTED OTHERWISE. 5. ALL WELDED CONNECTIONS SHALL BE MINIMUM 1 / 4" FILLET WELDS ALL AROUND. GRIND WELDED JOINTS SMOOTH FOR VISUAL APPEARANCE. 6. EXPOSED SURFACE CONDITION OF ALUMINUM SHEETS, PLATES, AND EXTRUSIONS SHALL BE FREE OF ROLL MARKS, SCRATCHES, KINKS, STAINS, PITS, ORANGE PEEL, DIE MARKS, STRUCTURAL STREAKS, AND ANY OTHER DEFECTS WHICH WILL EFFECT UNIFORM APPEARANCE OF FINISHED SURFACES. 7. ALL WELDING PROCEDURES AND INSPECTION SHALL BE IN ACCORDANCE WITH ANSI/AWS D1 .1-98. USE E70xx LOW HYDROGEN ELECTRODES OR EQUIVALENT WIRE . 8. SUBMIT SHOP DRAWINGS TO CITY ENGINEER FOR APPROVAL PRIOR TO FABRICATING ANY METAL . I; • 1; 1 " TYP , ':~- • ~ 1" TYP 0 0 - 1 '-2" 2" ,. ~ TYP -,--,,r 0 (9\ WF D DETA L ~ SCALE: 1" = 2' HOLES FOR i"¢ LAG SCREWS (TYP) 0 ' I ' 1 " fl-4 I"-k ----i,, ~k _____ 1 • -2" --------.r v j 9" ' • ' ,, 1 ~ 1 1 .,._--~i,.-'r.======::::::;:;;:::::i ,F=======;:::;:========i 2" '.!,) ' 1 '-O" ' • ... . -, 1" -' "- -f 2", !.... V SEE DETAIL @ \ 0 \_ CENTER EA END OF ROD IN PLATE 1 x 1 '-3 4"± ROD 9/16"¢ HOLE FOR 1 /2"¢ BOLT 1/4" ~----i 111 i., ,;2" "'i.,,-1" , , , , ,, 4" , ,-----;; f'S", F'S CLJ ING BOARD SLJPPORT ~I SCALE: 1" = 4" C-3312 APPROVED REHABILITATION OF BALBOA PIER 4x4x 1 / 4" GA t NOBLE 2201 DUPONT DRIVE, SUITE 620 >----+--+------------+--< IRVINE, CA. 92715 DESIGN ENGINEER R.C.E. NO. 19111 (;\ SlJPPORT/GATE STOP CONSULTANTS, INC. 949-752-1530 949-752-8381 (F,IX) ~ SCALE: 1" = 2" DATE I----+--+------------+--< --==:;==----=--- DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH -5157-S 1--~-~------------+-=c=HE=cK=ED---+D~ATE~---, ------1 REVISIONS PUBLIC WORKS DEPARTMENT I SHEET 1 8 OF xx I. L 1 ALL HOLES 1 16"¢ FOR 1 "¢ BOLTS ~•,::___ _________ 3' -----------if· , . 4" ) I ) I ) " ~------------------------------------- • 1.3" L 6" • 1'-3" • 9" '3" I. ,r # , J , ,r--- STRAP . 3'-8" i , . -"'~ • 1 /2" rt 2"-' ' 1/ ' 0 0 0 0 0 r-/ 8" 1 ' • :) 0 0 2''-,. -"', ' • ~ • 2" . . 2@6" . 8" 8" • 2@6" , , 2" • . ' 1 • • # 1 r2'\ INTERIOR STRINGER SPLICE PLATE \2_§_} SCALE: 1" = 6" ALL HOLES 1 fo"¢ FOR 1 "¢ BOLTS 2" I, ~ I, "7( • ' r- 1 /2" PLATE O -----..... -1 /2" PLATE ~ t . 1 Q" 8"' 111 HOLE FOR 3/4"¢ LAG BOLT-~ 'o ' . - -1/2" e 1 -14 £t:::I:=" ========+/\ ::::¢::ci/ ¾ . }--1 '-2" _\-\---\ I--.~· ... 2" -1,,..-1"'~ 6" ~1i,---6" ----,1.,.."---1 ' -4" ----,I{~ 6" ----,1,li<-"-6" 1" f 2" .f 3'-8" t rS\ EXTERIOR STRINGER SPLICE PLATE \2_§_} SCALE: 1" = 6" EDGE STRINGER SIDE ,1"~------------4' -----------------r" ~: , . ~::..j:::=-oo ----------;o,----------,0,------------;;o-------;,ol • ' Ill// \\\\\ Ill// 13 .. - - 4 ' 0 0 r- ~ i,.- 2" I, i, 1 1 " i, 'I , , CONCRETE DECK SIDE 0 0 1 1 " i, , -----11" --,-"'--11" 0 • ... i, I, 2" , ·1 1 NOTES: V 1/4 .&. 1. ALVU-M~I N,"U"V~~SVvH~~✓LL-yB---,E-- 6Q61 -T6 CONFORMING TO ) ASTM B 632. . A A , 2. ALUMINUM FINISH SHALL BE 2 MIL HARD COAT ANODIZED CONFORMING TO AA-M12-C22-A41. COLOR SHALL BE NATURAL, SILVER GRAY. 3. ALL PLATE SHALL HAVE RAISED DIAMOND PATTERN FOR SLIP RESISTANCE. 1 / 4" lie ,r'Lf\ UTILITY TRENCH COVER ft TAP ALL HOLES FOR 4"¢ ROUND HEAD WOOD SCREW (TYP) \_ 1 8) SCALE: 1 " = 6" ' 6" ' ... • . 4" . .f"-2" ~,~"----8" ---~'----ALL HOLES 9-16"¢ ' Fk ___ 4" -----,rV 1 1 4" ' I" -------------- 2" I ... ' '- 1" ' • 2" ~l!C-•-~i'-1" , . ' , I I I I 3/4"¢ I I I I MATERIAL SHALL BE TYPE 316 STAINLESS STEEL FOR ASTM A 167 ¢fa" HOLE FOR 1/2"¢ LAG BOLT (TYP) r f- f- Prepared by: CP ,----..... NOTES: 1. ALL HARDWARE AND METAL EXCEPT REBAR IN DIRECT CONTACT WITH CONCRETE SHALL BE HOT -DIP GALVANIZED IN CONFORMANCE WITH SECTION 210-3 OF THE SSPWC. 2. ALL ANGLES AND PLATE SHALL BE ASTM A 36 U.N.0. HOT-DIP GALVANIZE AFTER FABRICATION PER SECTION 210-3 OF THE SSPWC. 3. ALL HARDWARE AND METAL IN DIRECT CONTACT WITH ALUMINUM SHALL BE ASTM A 167 TYPE 316 STAINLESS STEEL. 4. ALL OTHER HARDWARE FOR GUARDRAIL POST, STAIR TREAD, AND MISCELLANEOUS CONNECTIONS NOT SPECIFIED SHALL CONFORM TO APPLICABLE ASTM SPECIFICATIONS AND BE HOT-DIP GALVANIZED PER SECTION 210-3 OF THE SSPWC UNLESS NOTED OTHERWISE. 5. ALL WELDED CONNECTIONS SHALL BE MINIMUM 1 / 4" FILLET WELDS ALL AROUND. GRIND WELDED JOINTS SMOOTH FOR VISUAL APPEARANCE. 6. EXPOSED SURFACE CONDITION OF ALUMINUM SHEETS, PLATES, AND EXTRUSIONS SHALL BE FREE OF ROLL MARKS, SCRATCHES, KINKS, STAINS, PITS, ORANGE PEEL, DIE MARKS, STRUCTURAL STREAKS, AND ANY OTHER DEFECTS WHICH WILL EFFECT UNIFORM APPEARANCE OF FINISHED SURFACES. 7. ALL WELDING PROCEDURES AND INSPECTION SHALL BE IN ACCORDANCE WITH ANSI/AWS D1 .1-98. USE E70xx LOW HYDROGEN ELECTRODES OR EQUIVALENT WIRE . 8. SUBMIT SHOP DRAWINGS TO CITY ENGINEER FOR APPROVAL PRIOR TO FABRICATING ANY METAL . 2" [; [; TYP ' ' 1'-2" O 0 . ' ' 1 .. Fl 4 - @ WELD DETAIL 18 SCALE: 1" = 2' HOLES FOR ¾"¢ LAG SCREWS (TYP) I"-. ~k ___ ..,,,v Fk _____ 1 • -2" --------,rv • . 1 • -o" • j 9" ,. 1 . 1 1 4'.-'rr=======;;;;? ~,============ 2" -.I ' • . (8\ FISH ~ SCALE: 1 " _.: • ~--+r\___,,_ __ ---< \ 0 \_ CENTER EA END OF ROD IN PLATE V SEE DETAIL @ 1 x 1 '-3 4"± ROD 9/16"¢ HOLE FOR 1 /2"¢ BOLT 1" ~ "2" ~ ., 1" , , , ' IL-4" " ; ----,i CUTTING BOARD SUPPORT 1" = 4" I AS BUil TI C-3312 APPROVED REHABILITATION OF BALBOA PIER L4x4x 1 / 4" GATE 2201 DUPONT DRIVE, SUITE 620 I----+--+------------+--< DESIGN ENGINEER R.C.E. NO. 19111 ri\ SUPPORT /GATE STOP ~ SCALE: 1" = 2" NOBLE CONSULTANTS, INC. IRVINE, CA. 92715 9'9-752-1530 949-752-8381 (FAX) 7/01/02 JTM Li.AS BUILT DATE FABRICATED METAL ITEMS DATE BY DESCRIPTION APP"D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5157-S 1--~-~---------~------+-------< REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 18 OF 28