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HomeMy WebLinkAboutH_5158_S~ PUBLIC WORKS DEPARTMENT NEWPORT PIER REHABILITATION :::r:: u <I: u.l ~ :z D f- L:J :z ~ f-:z ::::, :::r:: u... D >-f-~ u g o-' Qi ~ AIII\MS AVE. CITY □F .... COSTA ~ MESA ~ l ~ ~ ~ C C ~ ~ VICTll<IA w > <C "™ PROJECT SITE I 0 -INDICATES AREA SHD'wN ON LDCA TIDN MAP VICINITY MAP NOTTO SCALE 111\KER .. ~ Iii ~ JRA>U: COAST C□L~EGE ~ lo i ~ s; SI. I □ I;/ EA GENERAL NOTES ~ ~ 1 e ~ CITY □ F IRVINE UNI\CRSITY "' U.C.I. <C 1. 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. 2. 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 37); 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 w □RKS DIRECTOR APPROVED: _________ _ CITY ENGINEER NEWPORT PIER LOCATION MAP SCALE: 1" = 200' z w 0 a if _, CJ 0.. ~ CONSTRUCTION NOTES 1. SEE APPLICABLE PIER CONSTRUCTION NOTES. 3312 DATE: DATE: LIFEGUARD HEADQUARTERS BUILDING 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). (0.0' 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 29 30 31 32 33 34 35 36 37 INDEX DESIGNATION TITLE SHEET PIER ACCESS PLAN EXISTING PIER PLAN: BENT NOS. 1-14 EXISTING PIER PLAN: BENT NOS. 15-28 EXISTING PIER PLAN: BENT NOS. 29-41 EXISTING PIER PLAN: BENT NOS. 42-53 EXISTING PIER SECTIONS 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 LIFEGUARD PLATFORM REPAIR LIFEGUARD PLATFORM STAIR DETAILS DECK WATERPROOFING DETAIL ADDITIVE BIT ITEM #3: NEW GUARDRAIL DETAIL FABRICATED METAL ITEMS FABRICATED METAL ITEMS PIER ELECTRICAL DEMOLITION PLAN SINGLE LINE DIAGRAM & GENERAL NOTES ELECTRICAL PLAN -BENT 1-31 ELECTRICAL PLAN -BENT 32-53 ELECTRICAL PLAN, DORY WORKSHOP & PIER LIGHTENING ELECTRICAL DETAILS GENERAL NOTES MECHANICAL DEMOLITION MECHANICAL DEMOLITION DETAILS MECHANICAL INSTALLATION MECHANICAL INSTALLATION SECTIONS AND DETAILS MECHANICAL INSTALLATION DETAILS MECHANICAL INSTALLATION SECTIONS AND DETAILS C-3312 APPROVED APPROVED APPROVED RrHABIL ITATION OF NrWPORT PlrR 2201 DUPONT DRIVE, SUITE 620 1-----1---l-----------.J..---l ----;uiiiiTJLITTlllITTES'nDmEP'°AR:;;:;TM.,;;ENrr'T -GENERAL SERVICES DEPARTMENT FlRE DEPARTMENT DESIGN ENGINEER R.C.E. NO. 19111 NOBLE CONSULTANTS, INC. IRVINE, CA. 92715 949-752-1530 949-752-8381 (FAX) l---+---+----------+-----1 DATE BY DESCRIPTION APP'D. REVISIONS DATE ______ DATE ______ DATE ______ DATE _____ _ DESIGNED DRAWN CITY OF NEWPORT BEACH 5158· S CHECKED DATE PUBLIC WORKS DEPARTMENT !SHEET 1 OF 37 ~----------------------------------------~--------------~--------------~--~~--~---~--~---~--~~--~---~-------------~ ~ ~ ~ PUBLIC WORKS DEPARTMENT NEWPORT PIER REHABILITATION :::r:: u <I: w ,:Q z D f- L'.J z -f-z ::::J :::r:: u... D >-f--u ii o-' ~ I\IIAMS AVE. CITY □F ~ COSTA ~ MESA ~ l ~ : ~ D D 8i VICTORIA L...i > <C 19TH 0-INDICATES AREA SHD'wN ON LDCA TIDN MAP VICINITY MAP NOTTO SCALE 111\KER .. ~ Iii ~ □RA~ COAST COLLEGE ~ D l:l ,i; ST, GENERAL NOTES 1 ~ ~~ -il'~~ ~ e ,so .p, ~ CITY '1' . □ F IRVINE UNI \£RSI TY U.C,!. 1. 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. 2. 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 37); 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 'w'□RKS DIRECTOR APPROVED: _________ _ CITY ENGINEER NEWPORT PIER LOCATION MAP SCALE: 1" = 200' CONSTRUCTION NOTES 1. SEE APPLICABLE PIER CONSTRUCTION NOTES. 3312 DATE: DATE: LIFEGUARD HEADQUARTERS BUILDING 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: NOBLE CONSULTANTS, INC. 2201 DUPONT DRIVE, SUITE 620 1---+--+-----------+-----i IRVINE, CA. 92715 949-752-1530 949-752-8381 (FAX) 7/01/02 JTM & AS BUILT 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 29 30 31 32 33 34 35 36 37 ihS-1 APPROVED INDEX DESIGNATION TITLE SHEET PIER ACCESS PLAN EXISTING PIER PLAN: BENT NOS. 1-14 EXISTING PIER PLAN: BENT NOS. 15-28 EXISTING PIER PLAN: BENT NOS. 29-41 EXISTING PIER PLAN: BENT NOS. 42-53 EXISTING PIER SECTIONS 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 LIFEGUARD PLATFORM REPAIR LIFEGUARD PLATFORM STAIR DETAILS DECK WATERPROOFING DETAIL ADDITIVE BIT ITEM #3: NEW GUARDRAIL DETAIL FABRICATED METAL ITEMS FABRICATED METAL ITEMS PIER ELECTRICAL DEMOLITION PLAN SINGLE LINE DIAGRAM & GENERAL NOTES ELECTRICAL PLAN -BENT 1-31 ELECTRICAL PLAN -BENT 32-53 ELECTRICAL PLAN, DORY WORKSHOP & PIER LIGHTENING ELECTRICAL DETAILS GENERAL NOTES MECHANICAL DEMOLITION MECHANICAL DEMOLITION DETAILS MECHANICAL INSTALLATION MECHANICAL INSTALLATION SECTIONS AND DETAILS MECHANICAL INSTALLATION DETAILS MECHANICAL INSTALLATION SECTIONS AND DETAILS SHOP DRAWING -ADA RAMP & STAIRS REPLACEMENT I AS BUILT I C-3312 APPROVED APPROVED REHABILITATION OF NEWPORT PIER UTILITIES DEPARTMENT GENERAL SERVICES DEPARTMENT FIRE DEPARTMENT DESIGN ENGINEER R.C.E. NO. 19111 DATE DATE DATE DATE TITLE SHEET DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1----+--~---------+---+------+----+-----+----+------+----I-----+---___, REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 OF 37 ~-----------------------------------------------------~-------------~-------------~--~------~---~--------~----~ ~ ~ ~ PUBLIC WORKS DEPARTMENT NEWPORT PIER REHABILITATION :::r:: u <I: w ,:Q z D f- L'.J z -f-z ::::J :::r:: u... D >-f--u ii o-' ~ I\IIAMS AVE. CITY □F ~ COSTA ~ MESA ~ l ~ : ~ D D 8i VICTORIA L...i > <C 19TH 0-INDICATES AREA SHD'wN ON LDCA TIDN MAP VICINITY MAP NOTTO SCALE 111\KER .. ~ Iii ~ □RA~ COAST COLLEGE ~ D l:l ,i; ST, GENERAL NOTES 1 ~ ~~ -il'~~ ~ e ,so .p, ~ CITY '1' . □ F IRVINE UNI \£RSI TY U.C,!. 1. 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. 2. 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 37); 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 'w'□RKS DIRECTOR APPROVED: _________ _ CITY ENGINEER NEWPORT PIER LOCATION MAP SCALE: 1" = 200' CONSTRUCTION NOTES 1. SEE APPLICABLE PIER CONSTRUCTION NOTES. 3312 DATE: DATE: LIFEGUARD HEADQUARTERS BUILDING 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: NOBLE CONSULTANTS, INC. 2201 DUPONT DRIVE, SUITE 620 1---+--+-----------+-----i IRVINE, CA. 92715 949-752-1530 949-752-8381 (FAX) Lt_ 7/01/02 AS BUILT APPROVED UTILITIES DEPARTMENT □ATE 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 29 30 31 32 33 34 35 36 37 38 APPROVED INDEX DESIGNATION TITLE SHEET PIER ACCESS PLAN EXISTING PIER PLAN: BENT NOS. 1-14 EXISTING PIER PLAN: BENT NOS. 15-28 EXISTING PIER PLAN: BENT NOS. 29-41 EXISTING PIER PLAN: BENT NOS. 42-53 EXISTING PIER SECTIONS 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 LIFEGUARD PLATFORM REPAIR LIFEGUARD PLATFORM STAIR DETAILS DECK WATERPROOFING DETAIL ADDITIVE BIT ITEM #3: NEW GUARDRAIL DETAIL FABRICATED METAL ITEMS FABRICATED METAL ITEMS PIER ELECTRICAL DEMOLITION PLAN SINGLE LINE DIAGRAM & GENERAL NOTES ELECTRICAL PLAN -BENT 1-31 ELECTRICAL PLAN -BENT 32-53 ELECTRICAL PLAN, DORY WORKSHOP & PIER LIGHTENING ELECTRICAL DETAILS GENERAL NOTES MECHANICAL DEMOLITION MECHANICAL DEMOLITION DETAILS MECHANICAL INSTALLATION MECHANICAL INSTALLATION SECTIONS AND DETAILS MECHANICAL INSTALLATION DETAILS MECHANICAL INSTALLATION SECTIONS AND DETAILS ADA RAMP REPLACEMENT I AS BUILT I C-3312 APPROVED APPROVED REHABILITATION OF NEWPORT PIER GENERAL SERVICES DEPARTMENT FIRE DEPARTMENT DESIGN ENGINEER R.C.E. NO. 19111 DATE DATE DATE TITLE SHEET DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1----+--~---------+---+------+----+-----+----+------+----I-----+---___, REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 OF 37 ~-----------------------------------------------------~-------------~-------------~--~------~---~--------~----~ I. .--~------r ---LIFEGUARD HEADQUARTERS BUILDING • t-----TO OCEAN NEWPORT PIER --+------~---~ _,,,, .... ~ j ~"------, ---_,_ ■-t-------'l\r----------------+----PIER PLAZA (ACCESS AREA). J PROTECT ALL PAVEMENT, FURNISHINGS, AMENITIES, ,.-AND LANDSCAPING IN PLACE. REPLACE ANY DAMAGE t I IN KIND. \_ \\--------+---BENT NO. 5 .,.. t r I --/J I 1 I ---------'' a ~ r---.._ DORY FISHING BUILDING r---...... -DORY BOAT LAUNCH (ACCESS AREA) 22ND ST 0 :3 ro 1 . 2. 3. 4. 5. PIER ACCESS NOTES: 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. 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. CONTRACTOR SHALL NOT BLOCK ACCESS TO PUBLIC PARKING LOT AREAS ADJACENT TO HIS DESIGNATED STAGING AND STORAGE AREA. CONTRACTOR SHALL PROVIDE ON DEMAND IMMEDIATE ACCESS TO DORY LAUNCH RAMP FOR FISHERMEN AT ALL TIMES. CONTRACTOR SHALL ALSO MAINTAIN SAFE ACCESS TO DORY FISHING BUILDING AT ALL TIMES. 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 OR ON PIER FOR PURPOSES OF KEEPING PUBLIC CLEAR OF PASSAGE. 6. CONTRACTOR SHALL NOT USE SANDY BEACH AREA FOR STORAGE OF MATERIALS OR EQUIPMENT AT ANY TIME <( Z: \Noble_ D~ ta_ 2 \Job 7 0 0 \ J 7 8 2-0 4 \Dr a_ wings\ Newport_ Pfe r \:Jet a_ i ls\, Newport Access 2 <( z CB ro o e: . I DESIGNATED STAGING AND STORAGE --------'=-----------------+----AREA. ERECT TEMPORARY BARRICADES 24TH ST N··wPOR P R ACCt SS Pl.AN SCALE: 1 " = 50' 23RD ST z i'.5 0 0 -TO PREVENT ACCESS BY UNAUTHORIZED PERSONNEL 0 50 100 150 I~-I_ I __ I FEET Prepared by: NOBLE CONSULTANTS. INC. C-3312 APPROVED REHABILITATION OF NEWPORT P1ER 2201 DUPONT DRIVE, SUITE 620 !----+---+------------+------< IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (FAX) DATE I----+--+------------+-----< -=::;:::=-~-- P --:R ACCi":SS Pl .AN DATE BY DESCRIPTION APP"D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1--~-------------+---+c=HE=c=KE~D ---+=D~ATE~-----, -------1 REVISIONS PUBLIC WORKS DEPARTMENT !SHEET 2 OF 37 ~-----------73' -----------~,.__------------------------------180' ---------------------------------¥-----1-20' TO BENT@ LIFEGUARD HEADQUARTERS BUILDING --------~LIG:HT POLE AL HANDRAIL ~ I ~ ~I 11 ~ ,.: ~ 11 11 1'1 11 00 NOTE: 11 AL HANDRAIL EXTENDS 19' -9" NORTH OF BENTG) O>~--------------~ ~ 11 I ~o 00 O> ~ STAIRS TO LIFEGUARD HEADQUARTERS BUILDING 6 II) I ~ O> ~~ 11 I ~ 00 00 O> ~ ADA RAMP AND BRIDGE TO LIFEGUARD HEADQUARTERS BUILDING l l I s-: 0 I ~ 0 N N ---- 11 11 11 I I I ~© ~00 11 © 00 0 © O> 0 0 ~ N N LIGHT POLE ~l 1 UNDER DECK STORAGE AREA -----+-----UNDER DECK WORKSHOP AREA ----~, EXISTING PER PLAN: BENT NOS 1 -14 SCALE: 1 " -10' ~ ..... - = -"' 0 -- l'\lll I ,.__ ~ 2 EXISTING PER ELEVATION: BENT NOS 1 -14 3 SCALE: 1" = 10' Prepared by: NOBLE CONSULTANTS, INC. l T 1YP o 1"-1: I s-: ~ N -r -~~ 11 11 I I ~00 ~N L 0 N 0 N N F N 7 1YP ~8' lYP,f' ~ ~ LIGHT POLE l l l I ~ N 1 '-'"! n I ~ n m~-r N N 11 \ 11 "- I 11 '---24' / 1YP I / I I ~II) I 11 ~~ st- 0 st-st- n n n N N N PIER CLOSURE GATE >--------1 NO TE: = -. APPROVED ELEVATION OF DECK SURVEYED BY Cl1Y OF NEWPORT BEACH ON 10 MARCH 2000. ELEVATIONS TAKEN AT FL OF 6" CURB U.N.0. ~ l EXI STING SAND LEVEL CEMBER 1999 DE V'Y)(xx ' '~ ' . "MLLW -a.a· = C-3312 REHABILITATION OF NEWPORT PIER 2201 DUPONT DRIVE, SUITE 620 >---+--+------------+--I IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (FAX) DATE --:xIs-ING P :R P1AN: Bi:N-Nos. 1 14 >---+--+------------+--I ----==:;==---:-- DATE BY DESCRIPTION APP'D. DESIGNED DRA\ltJ CITY OF NEWPORT BEACH H-5158-S f---~--+-------------+--==~--tc---c~---, REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT !SHEET 3 OF 37 I. L 20· TO -----,1"~------------------------------------------220· ---------------------------------------------J~·-------40' -------,lf'k __ ____,.,_ 20· TO BENT @ ' • 1 BENT @ 15 ' r--- CD "' N 16 OCl CD "' N --1- ~ o r--- 1"") N LIGHT POLE 17 OCl r--- 1"") N "' CD "' N (T\ x·s·-NG Pl-R PLAN: B NT NOS. 15 28 \_V SCALE: 1" = 10' = I==> ' ...... l t VA ON: Bt N f NOS. 15 28 \_V SCALE: 1" = 1 O' 18 CD r--- "' N --- ~ ~ OCl r--- 1"") N "" 24' 19 "' CD "' N ~ -I.{) CD "' N 20 er, -st- "' N ~ --I-~"' r--- 1"") N LIGHT POLE 21 CD I.{) "' .N -"' CD "' N 22 r--- 1.() "' N -0 CD "' N Prepared by: 23 -"' -st- "' N NOBLE CONSULTANTS, INC. 24 ------st-I.{) "' N 25 OCl CD "' N ------st- r--- 1"") N DENOTES 8-FT BENCH -~ LIGHT POLE 26 OCl I.{) "' N ~ ~I 0 N ~ OCl CD "' N I ~ 27 CD I.{) "' --~...------N I I 40' ' ' 0 CD "' N DENOTES TELESCOPE APPROVED LIGHT POLE 28 Ep N CD "' -N I I~ r--- "' N ' ~ , -st- r--- "' N 0 N L r--- "' N SAND LEVEL PER --++--1---DECEMBER 1999 ' SURVEY C-3312 REHABILITATION OF NEWPORT PIER 2201 DUPONT DRIVE, SUITE 620 1---1--------,1--------------+------< IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (FAX) 1---1--------,1--------------+------<DATE _==:;:::=::-------:-- DESCRIPTION APP'D. DESIGNED DRA~ CITY OF NEWPORT BEACH 1--->--------<>------RE_\II_SIO_N_S -----~-+c=H=ECK=ED--tc-D~ATE--------, DATE BY -5158-S PUBLIC WORKS DEPARTMENT !SHEET 4 OF 37 I. ~1-G 20' TO I; BENT@ ., 29 30 (L\ 31 (0 n \_7__) ~ (0 00 00 n n n --e , N ~~ ~ -- I ' ,rf'\ t.X S NG P R PLAN: Br.NT ~OS. 29-41 10 SCALE: 1" = 1 O' ~ ' 32 33 34 00 r---(J) r---LO (0 n n n ~', t= ~~ I I 30' I I I 240' LIGHT POLE 35 r--- r--- n WN I I DENOTES BENCH ' ' 36 LO 00 n i, N 11 r---(0 n N I 37 38 N (J) r---n n n f;--I @£!_ ' ., ., 39 40 41 ~ (0 n r---r---(0 n n n -~.:::!_ -~ -l= ---- ' I m ~ m ~---L ~---~_ o ~---~'---00---~ LO <O LO n n n N N N LIGHT POLE ~ 20' TO BENT@ . 'v MLLW = 0.0' 1-------++---------++---------------+l--------++----------f +---------+f-------++---------++--------++----------<l-+--------++--------++---~l!:-I (2'\ FX ST NG PER FLFVATION: BFNT NOS. 29-41 \2_/ SCALE: 1" = 10' Prepared by: NOBLE CONSULTANTS, INC. C 3312 APPROVED REHABILITATION OF NEWPORT P1ER 2201 DUPONT DRIVE, SUITE 620 1-----1---+-----------+-----I IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO, 949-752-1530 949-752-8381 (FAX) DA1E --:xIs-·NG P :R P .AN B N-NOS. 29 41 1-----1---+-----------+-----I -==:;:::==-------=---- DA1E BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1--~---+-----------+-----f ~=~-tc-,--,~-----, REVISIONS CHECKED DA1E PUBLIC WORKS DEPARTMENT !SHEET 5 OF 37 G) L <D <D rrJ N 0 r-- n N 43 ---t,; <D <D rrJ N <D r-- n N LIGHT POLE 30' rrJ N EX STING P'tR Pl.AN: BENT NOS. 42 53 SCALE: 1" = 1 O' - \q(XX>< \q<)W( FX ST ING P'fR rLEVATION: BENT NOS. 42 SCALE: 1" = 1 o· rrJ <D rrJ N -!Yi- '------,---~~-' 53 co <D rrJ N DENOTES BENCH ~----------------99' -6" TRASH/ UTILITY/ HOIST ENCLOSURE ---+----~ FISH SINK \q<)W( r-- n N r-- <D rrJ N LIGHT POLE D 7 11 I RESTAURANT <D ...i- n N STAIRS co rrJ N STAIRS r-- ~ rrJ N LIGHT POLE Iii I I 11 ADA RAMP 11 11 11 ~2_3~.5_3--A-_j_---'-J,----f ;----J-~~---,r"T7 23.38 11 ffl N r-- n N <D LO rrJ N I I LI FE GUARD --++f------------1',f- RING 11 I SEWAGE LIFT ~_;_---+-~r ---.-.-4 STATION _. ~CESS rr COVER 111 I I I )---t---j I I I 1-1+1 I APROX. LIMIT ---W--1 st FLOOR fl I $ I I FOUNDATION PLAN r-- <D rrJ N LO rrJ N r':) -, ---+-J (!) I I L 23.55 STAIRS TO LIFEGUARD PLATFORM -------i I !'-"-,I = I --LIFEGUARD PLATFORM APPROX. LIMIT OF 2nd STORY -m--~ OVERHANG LIGHT POLE--t---,Q Jt_ rrJ r-- rrJ N - ~ ;::::, . -- C ~ --c---- L ,;;: -- c• LO rrJ rrJ N -:;> --~ - TELEPHONE STAND I SEWAGE LIFT V ,.. STATION PLATFORM I I NEWPORT I I ,-•---t1-SEAFOOD RESTAURANT -----, 23.10 ~ rrJ N rrJ N = ~,;;, ~ ,.. ---..::: c-~ rrJ N rrJ N ;::, rrJ N ..--::: ;:> ---.:::;; ~ -c---.c:::::,..... ' -r-' "'M - LIGHT POLE LLW -o.o· 80' \q<)W( \q<)W( SA ND LEVEL PER DECEMBER 1999 SURVEY Prepared by: NOBLE CONSULTANTS, INC. "u. ,{' '-(-!'Vy, 2201 DUPONT DRIVE, SUITE 620 l----->--+------------t-----1 IRVINE, CA. 92715 949-752-1530 949-752-8381 (FAX) l----->--+------------t-----1 APPROVED CITY ENGINEER R.C.E. NO. DATE _____ _ C-3312 REHABILITATION OF NEWPORT PIER -xis-NG p•-R P .AN B N-NOS. 42 53 DESCRIPTION APP'D. DESIGNED DRAl'm CITY OF NEWPORT BEACH H-5158-S ,____[ _ _j_ ____ R_Evi_s_10N-s----~'---+c:ccH:;c;cEc:;:;KE"'"'D----t;D:-:cAT;;cE---PUBLIC WORKS DEPARTMENT !SHEET 6 OF 37 DATE BY r OF 12x12 PILE CAP 1 10 1 --~ OF 4x8 BRACES (TYP) 3/4" BOLTS & WASHERS WITH SINGLE CURVED 1 1 48"x48" SPIKE GRID (TYP) 1 710 --·- OF 6x16 EDGE STRINGER (TYP) >-----------------40' --------------------1 -------------30' -------------1 ---------------38'-4"± ---------------- LONGITUDINAL EXPANSION JOINT r CONCRETE DECK~-----~ OF 4x 1 6 (TYP) 2x DECKING DF 6x20 EDGE I -(TYP) STRINGER (TYP) @-~L~~-.-=------~ ~ ~ 7 r '---:--rl h -------r-lllh-------r-llf---------,-,ih-------,-ilh ------,-t \,::;----' OF 12x12 PILE CAP 1 10 1 3/4" BOLTS & WASHERS WITH SINGLE CURVED 1 1 OF 4x8 BRACES (TYP) 1 710 DF 12x12 PILE CAP NOTE: THREE PILE GROUP AT EAST END OF BENT NO. 47. 1 10 1 -----------28' -4"± ----------- DF 4x16(TYP) LONGITUDINAL EXPANSION JOINT 2x DECKING (TYP) 3/4" BOLTS & WASHERS OF 4x8 WITH SINGLE BRACES CURVED (TYP) J .. xJ" SPIKE ~ GRID (TYP) - CONCRETE DECK 6'-11" ---- 1 DF 6x16 EDGE STRINGER (TYP) 1 710 --=-;..__, ® 4 PILE BENT (BFNT NOS. 1-25) 48"x48" SPIKE GRID (TYP) 6 PILE BENT (BENT NOS. 26-28) EB 5 P LE BENT (BENT NOS. 29-47) SCALE: 1" = 4' NOTE: ALL PILES PLUMB ON BENTS NO. 1 -9 NOTES: 1. CONCRETE DECK THICKNESS IS 4"± IN CENTERLINE, 3-1 /2"± ON SIDES AT FLOW LINE OF CURB. 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. ®- FENDER--~-1 PILE FENDER PILE GANGWAY SCALE: 1" = 4' ------------------------55' ------------------------,!' >----------------------53'-4"± ----------------------1 i -OF 6x20 LONGITUDINAL -1 - 1 DF 4x1 6 (TYP) EXPANSION (TYP) JOINT CONCRETE DECK OF 4x8 BRACES (TYP) 1 710 --+---+--- 7'-1 0" ---+.1<-+------+--+---4 SPAC S 7' -9" ---+---+------+-,/Lr-6' -11 " ____,._,._,___ 6' -11 " -~J, 8 PILE BENT (BENT NO. 48) SCALE: 1" = 4' OF 6x20 EDGE STRINGER (TYP) LIFEGUARD PLATFORM 3/ 4" BOLTS & WASHERS WITH SINGLE CURVED 1 1 48"x48" SPIKE GRID (TYP) SCALE: 1" = 4' ~---------------------------------80' -------------------------------------- NOTE: DIMENSIONS OBTAINED FROM 1939 DESIGN DRAWINGS, PLAN NO. 406, FILE NO. H-4958-S. FIELD VERIFY EXISTING DIMENSIONS AS REQUIRED. >---------------------------------78'-5"± /I OF 4x16 OF 5x2o LONGITUDINAL EXPANSION JOINT CONCRETE DECK 2x DECKING LONGITUDINAL EXPANSION JOINT I DF 6x20 EDGE l--,~~~~~(TY~P)~~~~~~(~TY:;:;;P;;;;;)~~~~~IP-~~;;;;;;;;;~~#~~~~~;;;;;-;;;;. ;;;,;-· ~~~~" ~-~-;;;;· ~~-~~~F~~~~~;;;;(TY~P~)~~~~~~~~~~~~~~-~~~ STI<l~ER (lYP) ~ " , OF 12x12 PILE CAP >--,----,------.----.----------,,---,r:,;-------,----,-------,,-.,,,..-------,---,--------,.._,...-,....--------,----,------=-------------.----,--------...-rrr--r • I \ 1, • 1 76 GANGWAY-+--<~ 1 " R 1 " 1" CONDUIT ABANDONED I • 3/8"¢ BARS I 8" "_'.:°~~~~I _::_J=±• :S:::~-•:;'::4:.:_j _l 2x DECK I I GALV. W.W.F. 6"x6"-#8 1 ~~ 1 1/2" X 6" GALV. PIPE DRAIN SPACED 20'0" C-C OF 4x8 BRACES (TYP) L SEWAGE LIFT STATION 3/4" BOLTS & WASHERS WITH SINGLE CURVED 1 1 48"x48" SPIKE GRID (TYP) LIFEGUARD PLATFORM • I i----t----t----;,-BATTER PI LE .... ~ -}--7'-1 O" __ ,,___ _______________________ 8 SPACES @ 7'-9" -------------------------1---7'-1 O" _ __,,, G) ~c:LE:P 1 .. ~ 4~ ENT (BENT N 0,--._4_9_) _________ --,------.-----,-----------r----,-====--------.-----------c--_33-1 _2 ---1 APPROVED Prepared by: NOBLE CONSULTANTS, INC. REHABILITATION OF NEWPORT PIER 2201 DUPONT DRIVE, SUITE 620 >---+--+------------+--! CITY ENGINEER R.C.E. NO. IRVINE, CA. 92715 949-752-1530 949-752-8381 (FAX) DATE ~xis-NG P1-R s;-:c-10Ns >---+--+------------+--! -----==:;==------:-- DESCRIPTION APP'D. DESIGNED DRA\ltJ CITY OF NEWPORT BEACH H-5158-S f---~--+---------------+-=-----tc-,--------, REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT !SHEET 7 OF 37 DATE BY L DF 4"x8"x4' -0" SLICE BLOCK BELOW (1YP) DF 4x16 STRINGER (1YP) 3/4" THRU BOLT, 45° WASHER, N0.2, 4" SPLIT RING (1YP) DF 6x20 EDGE STRINGER (1YP) -----------------------------------80' -----------------------------------,( ,r--------------------------------78'-4"± ----------------------------------if ®- FENDER PILE BENT NO. 50 ONLY DF 4x16(1YP) DF 4x8 BRACES (1YP) LONGITUDINAL EXPANSION JOINT ct 2x DECKING (1YP) ...... CONCRETE DECK--, ------~ 2' -0" (1YP) LONGITUDINAL EXPANSION JOINT ... . ~ . . . l J L j ....,. _....,. .... 1 10 DF 12x12 PILE CAP 3/4" BOLTS & WASHERS WITH SINGLE CURVED 1 1 . -· ~"-.:; .. -· 48"x48" SPIKE GRID (1YP) ~-7'-1 0" ----,/~-7'-9" -~,F-----+-------------12 SPACES BENT NO. 50 ONLY (]) 17 p .E BENT SCALE: 1 " -4' PIER 7-----------------40' _________________ _,,. ----------------39'-2"± ----------------,/' f DF 6x20 (1YP) ✓ DF 4x8 BRACES (1YP) CONCRETE DECK 7 LONGITUDINAL H r EXPANSION 2' -0" (1YP) / JOINT r 2x DECKING r DF 4x16(1YP) / (1YP) I-7'-9" (1YP)-i---7'-10" -I 11 P [ B NT 1A, F SECTION (B NT NO. 52) SCALE: 1" = 4' DF 12x12 PILE CAP DF 6x8 DIAGONAL BRACE (1YP) DF 6x20 EDGE 1/ STRINGER (TYP) ~7 DF 12x12 PILE CAP ~3/4" BOLTS & WASHERS WITH SINGLE CURVED 1 1 48"x48" SPIKE GRID (1YP) DF 4x16 STRINGER (1YP) 3/4"(ll x 12" LAG BOLT ----+-<'"-J, AND WASHER (1YP) @ 3'-11" ± 7' -9" (BENT NO. 50 51) BENT NO. 50 ONLY -----------------40' ----------------- ,_k _______________ 39'-2"± ---------------- I CONCRETE DECK 1 DF 4x16 LONGITUDINAL r (1YP) r 2x DECKING r EXPANSION ®-/ (1YP) / JOINT DF 6x20 EDGE / ~ 2'-0" (1YP) -,-1 STRINGER (1YP) 1 6F-- BATTER PILE~-✓ DF 4x8 l-7'-10" --i--7'-9" (1YP) 7 BRACES (1YP) 11 Pl B. N f rlA F SECTION (B NT NO. 53) SCALE: 1" -4' t PIER I I I I I PIER 7 ~DF 12x12 PILE CAP ~-3/4" BOLTS & WASHERS WITH SINGLE CURVED 1 1 4B"x4B" SPIKE GRID (1YP) 3/ 4"(ll THRU BOLT, Y.._.+--45° WASHER, N0.2 4" SPLIT RING (1YP) DF 6x8 DIAGONAL BRACE (1YP) DF 12x12 PILE CAP ONG UD NAL D AGONAL BRAC NG D fAIL (BE Nf NOS. 18 49) ONG UD'NA DIAGONA BRACING DE A (BE N f NOS. 49 53) SCALE: 1 " = 4' SCALE: 1 " = 4' Prepared by: NOBLE CONSULTANTS, INC. 2201 DUPONT DRIVE, SUITE 620 I---+--+------------+--< IRVINE, CA. 92715 APPROVED CITY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (F,IX) 1---+---+------------+---<DATE -=::;:::=-- C-3312 REHAB,LITATION OF NEWPORT PIER -:xis-NG pr-R Si:C-IONS DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1--~-~---------~--+--==~---1-=--c~----1 REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT !SHEET 8 OF 37 L REMOVE AND REPLACE BRIDGE TO LIFEGUARD HEADQUARTERS BUILDING IN KIND. SALVAGE DECORATIVE HANDRAIL. SUBMIT SHOP DRAWING OF REPLACEMENT PLANS INDICATING ALL-~ MATERIALS, DIMENSIONS, AND CONNECTl:O_N~D~ET~A~IL~S=T;O==E~N=G~IN~E~R==FO=R~A~P~P==R~O=VA~L~. ;i===j;-~~~-~;~-~~-~;~-~;--~~-~; r------73' 420' ---------------------------"'""r""'---------------..Y LIFEGUARD 10 15 NOTES: 1. SEE SHEET 25 FOR ELECTRICAL DEMOLITION. HEADQUARTERS --+--------,-i BUILDING 2. SEE SHEET 32 FOR PIPING DEMOLITION. ~-----"-~------- -----···-----.:::;,-------- -------- ----··~~-~~- REMOVE AND REPLACE AL HANDRAIL REMOVE AND REPLACE STAIRS TO LIFEGUARD HEADQUARTERS LIMIT OF DECK REMOVAL ---i BUILDING IN KIND. SALVAGE BENT NO. 1 H " DECORATIVE HANDRAIL. SUBMIT MOVE ALL EXISTING SHOP DRAWINGS OF ONCRETE DECK TO REPLACEMENT PLANS INDICATING D OF PIER ALL MATERIALS, DIMENSIONS, AND CONNECTION DETAILS TO ___ -u >- u u REMOVE AND REPLACE PEDESTRIAN RAMP TO LIFEGUARD HEADQUARTERS BUILDING IN KIND. SALVAGE DECORATIVE HANDRAIL. SUBMIT SHOP DRAWINGS OF REPLACEMENT PLANS INDICATING ALL MATERIALS, DIMENSIONS, AND CONNECTION DETAILS TO ENGINEER FOR APPROVAL. u u SALVAGE EXISTING GATE RE-INSTALL ON NEW DECK u u u SALVAGE ALL FISH CLEANING SINKS. RE-INSTALL ON NEW DECK. ~--40, ---Jl~--------'=E~NG~l~N-'=E~ER~F__ocOC!..cR'---.!:'.A'--'PP,_,R~Oc<.!V'-'=A~L,_. __________________ 400, ------------------------------------f--------gg' -6" ~---------1 ALL EXISTING 8-FT BENCHES ON PIER TO BE REMOVED AND REPLACED BY CITY. SALVAGE ALL EXISTING TELESCOPES ON PIER. RE-INSTALL ON NEW DECK Dt..MOLI ON Pl.AN SCALE: 1" = 20' DEMOLITION NOTES: c:::::::::J 40' 0 REMOVE ALL FISHING BENCHES ,._k __ ,,_k 20' (TYP) 1 I NOTE: REMOVE AND REPLACE TRASH AND GANGWAY HOIST 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 REDUCE 30' SIZE. SALVAGE AND RE-INSTALL LIFEGUARD RING ON NEW DECK -====-,.,..:===l ==-= -u--u--u--u-=~ SALVAGE AND RE-INSTALL ALL FISH CUTTING BOARDS AND BRACKETS PROTECT LIFEGUARD PLATFORM, GANGWAY, AND SEWAGE LIFT STATION PLATFORM IN PLACE. 16'-10" 16'-7" -{..----+- 18'-1" 80' 16' -3" 20· -3" PROTECT ALL EXISTING GUARDRAIL IN PLACE REMOVE AND REPLACE STAIRS AND -~ CHAIN LINK SECURITY FENCE AND GATE. r---+----+--79' -6" ------,( REMOVE ALL 2x DECKING AND FELT TO FULLY EXPOSE STRINGERS DEMOLISH AND SALVAGE AS SPECIFIED REMOVE ALL EXISTING CONCRETE DECK REMOVE ALL BRIDGING .;i/1'1 SEWAGE LIFT STATION ACCESS COVER REMOVE-~ AND REPLACE IN NEW DECK IN PLACE NEATLY SAWCUT EXISTING DECK FOR REMOVAL. PROTECT RESTAURANT FLOOR SLAB IN PLACE. NORTH/SOUTH CUTS SHALL TERMINATE AT STRINGER (t_ CLOSEST TO FOUNDATION WALL WITHOUT CUTTING #3 HOOK BARS. (SEE DETAIL 1 SHEET 14) 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 TOP OF STRINGERS--.., V PROTECT GUARDRAILS ~-FOR UTILITY ACCESS AND ~ NEW 4x1 6 BLOCKING 1 , 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 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. REPAIR OR REPLACE MEMBERS AS SPECIFIED L TYP CAL DEMOL TION SECTION SCALE: 1" = 4' Prepared by: NOBLE CONSULTANTS, INC. REMOVE AND REPLACE DETERIORATED STRINGERS PER SHEET NO. 13 i----REMOVE/ REPAIR PILES PER SHEET NO. 11 2201 DUPONT DRIVE, SUITE 620 >----+---+------------+-----< IRVINE, CA. 92715 949-752-1530 949-752-8381 (FAX) >----+---+------------+-----< APPROVED CITY ENGINEER R.C.E. NO. DATE _____ _ C-3312 RE:HAB1LITATION OF-NEWPORT PIE:R □rMOI ·-10N P .AN DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1--~-~----------~--+-=-c=~-+,--,--,~------l REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT !SHEET 9 OF 37 I. L ti w LL -z 0 ~ _J w +30 - +20 - +10 - 0 - -10 - -20 - -30 - -40 - -50 - -60 - BENT NUMBER ~ DENOTES @ ----TOP OF EXISTING DECK 1----:: :--+-+--+---+---t---t---t---t-t---t----t----t---+--+--+--+----+-------t----,t----, ______ -+---+--+--+--+---+---t---t---t---lt-----t-----t----t---+--+--.--+J--, ____________ t __ 2.4' ± 10 15 20 35 40 -----:i.--------t---,_....___...j-+--+-Y-- ----i.--t--- co + ~----TOP OF EXISTING PILE ----f-+-4=!=+.....i:~+-+--+-+--1----1-....l...-!--+--+'1-+--+--+-+--+--+-+--+--+-+--+--l-+--+-~+--+-f-+----l--l-+--+-+--l!-+-+--l1-+1-+-1 +--+-+-+----SPECIFIED TOP OF Pl LE WRAP FOR REPLACEMENT Pl LES ---r---- -------- I TIP ELEV -18.5 c.o I PILE LENGTH 40 ----r-----r--. TIP PILE ELEV LENGTH -23.5 45 ---- N ~ I I I I ' ' TIP PILE ELEV LENGTH -28.5 50 TIP PILE ELEV LENGTH -33.5 55 ---- co I I TIP PILE ELEV LENGTH -38.5 60 TIP PILE ELEV LENGTH -43.5 65 I I --- '<I- N I ____ ------~sz~M=L=L=W- APPROX. MUDLINE AS OF DECEMBER IT 1999. DEPTHS VARY DAILY AND SEASONALLY. SEE @ FOR HISTORICAL ~-........___ RANGE OF MEASURED PROFILES. co ----z.._ ~ -........___ """'i"-'1-...,..---t----SPECIFIED MIN BOTTOM ELEVATION OF PILE WRAP FOR REPLACEMENT PILES ~~~~~~~--.,...""'T'-r --SPECIFIED TIP ELEVATION FOR REPLACEMENT PILES THIS CONTRACT TIP PILE ELEV LENGTH -53.5 75 (A\ Pill R PLAClMENT PROFIL~ DENOTES TIP ELEVATION OF EXISTING PILES THAT WAS SPECIFIED ON SHEET 1 OF CONTRACT NO 407 PLANS, DECEMBER 1939 \J_9) SCALE: 1 "=1 0' (VERTICAL); 1 "=50' (HORIZONTAL) +20 --.---------+-,--------,,t--------~,-------+-,--------+,-------+,--------,,t--------~,-------+-,---~ :::;; :::) !;_i: 0 ~ _J :::;; ti w LL -z 0 !;_i: G'.i _J w +10 - 0 - -10 - -20 - -30 - 1999 . . . . . . . . . . . . I . . . . . . . . . -40 -+-------~------~~------~-------------~-------~------~------~-------~---~ 0 BENT NUMBER Prepared by: (B'\ BOT OM PROFILES NOBLE CONSULT.ANTS, INC. 2201 DUPONT DRIVE, SUITE 620 >----+--+------------+----< IRVINE, CA. 92715 APPROVED CITY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (FAX) DATE >----+--+------------+----< -=::;:::=--=--- C 3312 REHABILITATION of NEWPORT PIER p· -R .PLACrMrN-PROFILr \J_9) SCALE: 1 "= 1 0' (VERTICAL); 1 "=50' (HORIZONTAL) DATE BY DESCRIPTION APP'D, DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S t--~-------------+--+c=HE=c=KE~D ---+=D~ATE~---1 -------1 REVISIONS PUBLIC WORKS DEPARTMENT !SHEET 1 0 OF 37 '-r----------------------------r------~ NOTE: PILES ARE NUMBERED IN EACH BENT FROM WEST TO EAST ---,-.l ___ , 11 i-11-. 11-- REMOVE AND REPLACE BROKEN DF 4x8 BRACE- ADDITIVE BID ITEM #1: 1-----------i REMOVE MARINE GROWTH FROM ALL PILES, BENT NOS. 24 THROUGH 53. ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 9 L Ill ---< [> 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 I I I I ' ITT I I II I II (1"', PILE REPAIR PLAN \. 1 1 .-, SCALE: 1" -20' PILE REPLACEMENT SCHEDULE PILE LOCATION BENT PILE TIP ELEV APPROX. APPROX. TOP NO. NO. LENGTH MUDLINE ELEV. _l _ _l _ _l _ _l _ _l __ L _L _L _!_ _!_ _l _ _l _ _l _ . - < I> .• ..:... . - LEGEND: ◊ -DENOTES PILE REPLACEMENT PER @ DENOTES PILE TO CAP CONNECTION REPAIR PER LO Qv PILE TO CAP REPAIR SCHEDULE PILE WRAP REQUIRED PILE LOCATION BOTTOM ELEV. MIN. LENGTH BENT PILE NO. NO. BENT PILE NO. NO. <!> ,,,,:-.:... . - NOTE: ~-'SHIM GAP BETWEEN PILE BUTT AND PILE CAP. 1 . 2. PILE REPAIR NOTES: THE PIER SHALL BE CLOSED TO THE PUBLIC ONLY BETWEEN JANUARY 30, 2002 AND MARCH 27, 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. 3. 4. 5. 6. L_,_ ~ CAREFULLY REMOVE AND DISPOSE OF ALL MATERIALS. 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. WITHIN 3 DAYS OF REPLACEMENT OF ALL PILES, ALL SAW CUT DECK OPENINGS SHALL BE REPAIRED IN KIND TO THE SATISFACTION OF THE ENGINEER. AFTER COMPLETION OF PILE REPLACEMENT WORK THE PIER SHALL REMAIN OPEN TO THE PUBLIC UNTIL JANUARY 30, 2002 AT WHICH TIME THE PIER MAY BE CLOSED TO THE PUBLIC FOR THE SPECIFIED TIME LIMIT. Prepared by: APPROVED ----....... ,,,. X ' ( r l '-/ ---es ::::::: \ I CUTOFF ELEV NOTE: fE'\ PILE TO \!_V g~~NECTION ------1 / ----r--~ REMOVE AND RE-INSTALL ALL TRANSVERSE AND LONGITUDINAL BRACING. REMOVE AND REPLACE ALL ASSOCIATED HARDWARE .--1--1--......, / ' ( rT""'1,,. I '-/ -·I-I-1.- TOP OF PILE WRAP +8' ® LONGITUDINAL PILE 1-..--WRAP SEAM. I I II- __ .. - ----... / ' ( e--, I ' I / ---- ORIENT SEAM TO FACE TOWARD SHORE B '\ TRANSVERSE \ 1 ? / PILE WRAP ~ JOINT AS REQUIRED I EXISTING MUDLINE (VARIES SEE SHEET 10) BOTTOM OF PILE WRAF c___i_. _____ SPECIFIED TIP ELEV (VARIES) TYP. P LE rA\ REPLACEME:.N-\2y SCALE: 1" -4' -0" C 3312 REHABLITATION OF NEWPORT PIER p,· -Rr':PAIR Pl AN L --"Ir<--• -----'1.-i--. 3" TYP. • ~- • • ~ 1 " MIN. ALL EDGES (TYP.) WRAP OP DE A 12 SCALE: 1-1/2" = 1 '-0" - ~93, :~~ ·~~ !~~ '~I~ ' ' ' ' ' ' r NOTE: FOR BATTER PILE SEE {Jij, ~ SET DRIFT PIN TO CLEAR BOLTS FOR PILE REPLACEMENT SET PILE STRAP TO CLEAR DRIFT PIN FOR PILE TO CAP REPAIR I ·-_L -~ ~~:?a~ :~?a· ·~·~· ~ ~ ·~~ :~ ~~% !~ ·~·~ _1~_,1,_~ _'.~~-,, IQ I I 10 I 7 11 NOTE: I 11 WHERES 11 EXISTING WITH 12" PECIFIED, SHIM GAP TIGHT X 16" ft_, 0 SEE f-.J L4x4x 1 /2" 12 @ Q EA SIDE ~ I ~~'--1- ~ 1"¢ BOLTS (TYP.) r F\ PILE TO CAP CONNECTION DETAIL SCALE: 1" = 1 '-0" r • • • 4.-----1--------I' 6" MIN. TRANSVERSE OVERLAP • • -1" MIN. (TYP.) .I • • • • • • ®TYP. • • • ~~ P E WRAP -RANSVcRSE JONf DEfAll SCALE: 1-1 /2" = 1'-0" 3" ~ 6" ~ 3" 11 =1 I 11 I 1 "¢x24" DRIFT PIN 11 I I 11 I 8 V F --y I @ L4x4x1/2" I I 9" 4 I I 3" 8 ~ 3' __J LET IN ANGLE ~A~0 F PILE TO CAP CONNECTION DETAIL 1 2 SCALE: 1 " = 1 '-0" NOTE: INNER WRAP SHALL BE 20 MIL POLYETHYLENE CONTAINING NO ~---REPROCESSED RESIN. ~-- FASTENERS FOR ALL _.., • OUTER WRAP SHALL BE PILE WRAP SHALL BE 20d SEASHIELD SERIES 160 HDPE AS MANUFACTURED BY DENSO NORTH AMERICA, HOUSTON, TYPE 316 ss OUTER WRAP 316 ss NAILS WRAP (TYP.) BLOCK BETWEEN PILES ALL PILE TO PILE CONTACTS NAILS 8d TYPE INNER • • • • J ' 4" • • • ~ [' I ~-~; ' ' -.. ~ ' 3" TYP. ALL -LONGITUDINAL SEAMS _____ 1-1/4" WIDE x 0.044" SS BAND * l 1" MIN P. -WRAP END D f A.l SCALE: 1 -1 /2" = 1 '-0" 1 "¢ THROUGH BOLT BATTER PILE WRAP PILE GROUP WITH 8 WRAPS ~-5/8" IWRC. STAPLE EA CROSSING OF PILE WITH 3/8"x5" STAPLE BATTER PILE BATTER PILE CONNECTION DETAIL SCALE: 1" = 1 '-0" Prepared by: 4" o.c. EXISTING GAP J (VARIES) 12"x16" fE. AS REQ'D DRILL 1 /2"¢ HOLES FOR LAG BOLTS 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 S' er ON Dt A 1 H = o'-4H @ SY M De TAil 12 N.T.S. 6" WIDE x 12" LONG HARDWOOD WEDGES (4 REQ'D) C· 3312 APPROVED REHAB1LITATION OF NEWPORT P 1ER NOBLE 2201 DUPONT DRIVE, SUITE 620 1---+---+-----------+-----t IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. CONSULTANTS, INC. 949-752-1530 949-752-8381 (FAX) DAlE P • -R .PAIR or-AIL 1---+---+-----------+-----t ----==:;:::==----=-- DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1---~-~----------+-----+~~----tc-~------, REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT !SHEET 12 OF 37 DAlE BY L J ' 1--____ _.,__J 1" MIN. ALL EDGES (TYP.) 4" ' f 1-1/4" WIDE x ,__ __ 0.044" SS BAND • • 3" TYP. A 12 • 1" MIN. ALL EDGES (TYP.) PILE WRAP TOP DETAIL SCALE: 1-1 /2" = 1 '-0" NOTE: FOR BATTER PILE SEE{Ji"j SET DRIFT PIN TO CLEAR BOLTS FOR PILE REPLACEMENT SET PILE STRAP TO CLEAR DRIFT PIN FOR PILE TO CAP REPAIR Q:_v ,__ ___ -+-_ _.,IQ, ....... _________ ___. f-------+----t1I 1------+---__,,I 1--------,~---HIO, ....... _________ __, t::===-:::::::::t.::::::;==ilI E 12 11 ~-+----ill 11 11 0 NOTE: WHERE SPECIFIED, SHIM ...____ EXISTING GAP TIGHT WITH 12" x 16" i. SEE(H'\ 1~---1---L4x4x1/2" Q:_v EA SIDE 1 "¢ BOLTS (TYP.) PILE TO CAP CONNECTION DETAIL SCALE: 1" = 1 '-0" • • • 4<------1-------- 6" MIN. TRANSVERSE OVERLAP • 1" MIN. (TYP.) • • • •+----:".c-' f • • • • • PILE WRAP TRANSVERSE JOINT DETAIL SCALE: 1-1 /2" = 1'-0" A REMOVE PORTION OF ANGLE FOR L..!.:1 X-BRACING AND ATTACHMENT l'J==l 4 I 6" p ~ 3" 1 "¢x24" DRIFT PIN ----+----H-- @ L4x4x1/2" ----i 11 I I 11 I 11 I I 11 I 8 V ~ ~ I I I 9" I I 8 l:l=i 3' F PILE TO CAP CONNECTION DETAIL 12 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 ' • • 3" TYP. ALL LONGITUDINAL SEAMS ____ 1-1/4" WIDE x _,,~~.. --_._. ~·_____,*--r f 0.044" SS BAND 1" MIN BLOCK BETWEEN PILES ALL PILE TO PILE CONTACTS C PILE WRAP END DETAIL 12 SCALE: 1 -1 /2" = 1 '-0" 1 "¢ THROUGH BOLT BATTER PILE WRAP PILE GROUP WITH 8 WRAPS ~-5/8" IWRC. STAPLE EA CROSSING OF PILE WITH 3/8"x5" STAPLE BATTER PILE BATTER PILE CONNECTION DETAIL SCALE: 1" = 1 '-0" Prepared by: 4" o.c. 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 @PILE WRAP SECTION DETAIL 12 SCALE: 1" = o'-4" EXISTING GAP - (VARIES) 12"x16" Re AS REQ'D DRILL 1 /2"¢ HOLES FOR LAG BOLTS GAP ®SIIIM 12 N.T.S. APPROVED 3/8"¢ x 3" LAG BOLT (4 REQ'D) 6" WIDE x 12" LONG HARDWOOD WEDGES ( 4 REQ'D) Lh_ USED OSMOWELD FOR GAPS DETAIL I AS BUILT I C-3312 REHABILITATION OF NEWPORT PIER NOBLE 2201 DUPONT DRIVE, SUITE 620 I---+--+------------+--< IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. CONSULTANTS, INC. 949-752-1530 949-752-8381 (FAX) 7/01/02 JTM ,1, Af5 BUILT DAlE PILE REPAIR DETAIL DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1--~-~-----------+--+-----+--------< REVISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT SHEET 12 Of 37 START STRINGER RE-LOCATION Q"j FOR PIPING UTILITY TRENCH ~ REPLACE ALL 2x DECKING 1-------~ WITH 3/4" TREATED PLYWOOD SEE NOTE ~ <if) ~ I I I I I -1 I I 1 RAM NG Rr PAIR P _AN 1 3 SCALE: 1" = 20' PIPING RISERS ---' SEE ~ ~ NOTE: REMOVE DECORATIVE PILE TO FIT PIPING RISERS. FRAME OPENING TOP AND BOTTOM ~~ AND COVER WITH DF 4x12 LET IN AND FRAME TO ADJACENT PILES. FOR FUTURE ACCESS FASTEN 4x 12 WITH 1 /2"w LAG SCREWS. BENT SPLICE le SIMILAR TO @ STR NGrR Rr-l OCATION DETAI BENT NOS. 3-5 SCALE: 1 " = 4' 1 . 2. 3. TIMBER NOTES: 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. 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. DENOTES LIMIT OF PIPING UTILITY TRENCH ~REPLACE STRINGER NO 2 @ 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. NOTE: STRINGERS ARE NUMBERED FROM WEST TO EAST L RELOCATE INTERIOR STRINGER FROM BENT 3 TO 26 AND 28 TO 49 SPLICE~@ TO PROVIDE 2' CLEAR SPACE BETWEEN EDGE STRINGER FOR PIPING UTILITY TRENCH @ TYP U.N.O. INTERIOR STRINGER SPLICE PLATE OVER EA PILE CAP 6 REQ'D REMOVE, TRIM, AND RE-LOCATE STRINGERS. CONNECT EACH END TO PILE CAP PER ~ (~) Q27 I \ ... I I I I I I 01 :rll-~ I I I I I I I I I I I Gp ,Q I I I I I I I I I J I I rl 1_1 __ 1,------i--: 1 :1 -I REPLACE SPLIT STRINGER 1 1 ~-----t -1 I I, I I I I I I I _j I I I I L-t----------~---------~ I I I I I I END STRINGER RE-LOCATION FOR PIPING UTILITY TRENCH ,/1. I ... , ... - --• 1-- - I 4. 5. BOLTS SHALL CONFORM TO ASTM A 307 UNO. WASHERS SHALL BE MALLEABLE IRON PER ASTM A 47. 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. ''\ "" ~ __ J L __ '\. f " ... ~ 2' CLEAR (TYP) ... ' _J Prepared by: NOBLE CONSULTANTS, INC. •• ·1 " " I I LJ 2201 DUPONT DRIVE, SUITE 620 I-----+--+------------+-----< IRVINE, CA. 92715 949-752-1530 949-752-8381 (FAX) I-----+--+------------+-----< APPROVED CITY ENGINEER R.C.E. NO. .. L DATE _____ _ . . C 3312 RE:HABLITA flON Of-NE::::WPORT PIE:R -RAMING R PAIR Pl.AN DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1--~-~----------~--+==~-+,-,-,~-----l REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT !SHEET 1 3 OF 37 L cp 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 C18-95. 3. PLYWOOD SHALL BE APA RATED SHEATHING 3/4" EXTERIOR. ALL VENEERS SHALL BE C OR BETTER L START STRINGER RE-LOCATION CJ:j DENOTES LIMIT OF PIPING UTILITY TRENCH ~ REPLACE STRINGER NO. 2 ® 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. FOR PIPING UTILITY TRENCH ~ REPLACE ALL 2x DECKING 1--------WITH 3/4" TREATED PLYWOOD SEE NOTE ELECTRICAL TRENCH i1 ~11~ ~ I ADDED ,STRINGER I I BOLTER I AND I DRIFTED ENDS I i1 TRENCH PLATES REINFORCED TO SUPPORT GATE NOTE: STRINGERS ARE NUMBERED FROM WEST TO EAST REPLACE SPLIT STRINGER Gp I Of---,----+-----'1,-~----+---<------+---------l. Ir-+--~ I I I I I I I I I 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-------+-----+----t-----+-----+------<------+----+----+----+----+----+----+----+----+----+----+----+----+----+---"I I I I 1. LAY ALL SHEETS WITH LONG AXIS TRANSVERSE TO ALIGNMENT OF STRINGERS. ~~=t::il=======t===¼=======l: i r:_:_ --it-□ --1 ~ , I !1 I I RE-LOCATED STRINGER BOLTED AND DRIFTED ENDS L1 ~1-G FRAMING REPAIR PLAN SCALE: 1" = 20' PIPING RISERS -~ SEE(§"\ ~ NOTE: REMOVE DECORATIVE PILE TO FIT PIPING RISERS. FRAME OPENING TOP AND BOTTOM AND COVER WITH DF 4x12 LET IN AND FRAME TO ADJACENT PILES. FOR FUTURE ACCESS FASTEN 4x 12 WITH 1 /2"!2) LAG SCREWS. BENT SPLICE le SIMILAR TO 69 STRINGER RE-LOCATION DETAIL: BENT NOS. 3-5 SCALE: 1 " = 4' L RELOCATE INTERIOR STRINGER FROM BENT 3 TO 26 AND 28 TO 49 SPLICE It' (~) TO PROVIDE 2' CLEAR SPACE BETWEEN EDGE STRINGER FOR PIPING UTILITY TRENCH @ TYP U.N.O. INTERIOR STRINGER SPLICE PLATE OVER EA PILE CAP 6 REQ'D REMOVE, TRIM, AND RE-LOCATE STRINGERS. CONNECT EACH END TO PILE CAP PER C/S'j 69 ~ I \ . . . I I I I I 1 1 ;r--_ _,_1 I I, I I I I I I I I I -~ I I I I L-t----------~---------~ I I I I I I END STRINGER RE-LOCATION FOR PIPING UTILITY TRENCH .,/1 I ... , ... " --· 1. - " I 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. ''\ '\ ~ ... I L .. \_ _1· ... ~ 2· CLEAR (TYP) ... LJ Prepared by: NOBLE CONSULTANTS, INC. . . .. I . . I LJ STRINGER RE-LOCATION DETAIL: BENT NOS. 26-28 SCALE: 1 " = 4' 2201 DUPONT DRIVE, SUITE 620 I---+---+------------+----< IRVINE, CA. 9271 5 APPROVED CITY ENGINEER R.C.E. NO. ' . . L I AS BUILT I C-3312 REHABLITATION OF NEWPORT PIER 949-752-1530 949-752-8381 (FAX) 7/01/02 JTM ,1, AS BUILT DAlE FRAMING REPAIR PLAN DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1---+---+------------+--+----+------< REVISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT SHEET 13 OF 37 L BENT NOS 5 TO 25 ~-----BENT NOS. 26 TO 28 ------BENT NOS. 29 TO 47 ' - _J - -DENOTES ~ CONTROL Q:Z7 17 JOINT ,.6;D TYP ' - I I I -7~ -- I I 5 ~ .. ~ LJ TERMINATE PIPING UTILITY TRENCH AT BENT NO. 3 SEE Q"j Q37 @ p TYP AT ALL ILE CAPS--. - CONCRETE DECK PLAN SCALE: 1" = 8' -0" CONCRETE DECK PAVEMENT NOTES: r- L- 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. DENOTES CONTROL JOINT (D\ Qv - 6" r-7" ~ 5~ .. ---- --,=====j DENOTES CONTROL JOINT @ w 0... 0 -' Cf) w 0... 0 -' Cf) --L,· -------u--- L PIPING UTILITY TRENCH LOCATE BETWEEN BENT NOS. 3-26 AND 28-49 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 CONTINUOUS PONDING WITH WATER, 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. -~ DENOTES CONCRETE DECK THICKNESS 6" 7 " 5 1,, 1 • -2"± 2· ~-------------------BENT NOS. 48 TO 53---------------------r DENOTES THICKNESS OF CONCRETE APPROXIMATE SAW CUT LIMIT I-'----------4---J.----~-------'--1-----~------"--I----~----J....1..-----~---...J...., _ ___.,.~ P 6" DENOTES CONTROL ________ _ JOINT @ 6" I REMOVE AND RE-SET SEWAGE LIFT STATION ~ ACCESS AND COVER 6" -=--+--·"- TERMINATE PIPING UTILITY TRENCH AT BENT NO. 49 9 .. 6" #3 #3 6" 9 .. ----+---+-.......... -8" 45· (TYP) 9" g" .. MODIFY RAMP AND HANDRAIL TO r'---->tb!ACCOMODATE NEW DECK ELEVATION J---r-----# 4 @ 1 2" 0 C EW MODIFY STAIR PLATFORMS TO ACCOMMODATE NEW DECK ELEVATION 6" OVERLAY CLOSURE POUR 7" 25' ~- 6" I - -I 25' .------ DENOTES CONTROL JOINT @ 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. 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. @-_j 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. 1 O. 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. 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. 1/2"¢ x 2'-0" DOWEL-~ GREASE AND WRAP END IN BLDG PAPER OR TUBE 1 / 4" PREFORMED BITUMINOUS EXPANSION JOINT FILLER S~-AR KEY D A,l 1 4 SCALE: 1 " -1 '-0" Prepared by: NOBLE CONSULTANTS, INC. C 3312 APPROVED REHAB,LITATION OF NEWPORT P1ER 2201 DUPONT DRIVE, SUITE 620 1----1--+-----------+----1 IRVINE, CA. 92715 aTY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (F,IX) DATE 1----1--+-----------+----I -==:;:::==-----=-- CONCRr--orcK PLAN DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH -5158-S 1-----<-~--------------1~cH=E=cK=ED--lc-D=ATE----, ------1 REVISIONS PUBLIC WORKS DEPARTMENT I SHEET 1 4 OF 37 BENT NOS 5 TO 25 I; BENT NOS. 26 TO 28 , , ; BENT NOS. 29 TO 47 ~-------------------BENT NOS. 48 TO 53----------------------r DENOTES THICKNESS OF CONCRETE APPROXIMATE SAW CUT LIMIT - ~n'-----~----~i::i'-----~----J..4-r:: ____ ~--1----J..4-~----~-6=-·-· ---'-I-~----~----'~~ _ ___.,.~ DENOTES CONTROL----+~-----,,- JOINT \ I I I -DENOTES CONTROL JOINT @ DENOTES @ 6 .. >--~ --+-----+----~:------+-- -__ I_ - ----+-- --~1-- ----+-- ---:-- - - CONCRETE I &9"± - r - - DENOTES (D"\ CONTROL Qv 17 JOINT ,.Gf)TYP r I I I 7~ -- I I 5~ .. @)p TYP AT ILE CA - ALL PS ----, I n --~ ) '---- - - - -_J ~ LJ TERMINATE PIPING UTILITY -TRENCH AT BENT NO. 3 SEE O"j \Iv LJ 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 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" 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. 1 O. 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. 17 n 5 ~ .. ' 6" - -- -I I I I I 7" I 25' DENOTES DECK ....::i'!...- CONTROL THICKNESS I P,/:Z /z /z /zi /ZZ/Z/Z/Z/:zii,~Z//z/ti/z/z/z/zz,i,,z,zi::,z:;,~,,f./ztt,z/z/i/~,~,t/~/~/~,~::;i JOINT REMOVE AND RE-SET I I ,:; lCLJ SEWAGE LIFT STATION ~ I ::, Qv ACCESS AND COVER 6 .. ~ ; r--+---'-tt-----"--sc----,------'-L.._-+----'tt----------, ~1------/ MODIFY RAMP AND / HANDRAIL TO , ~ ACCOMODATE NEW r--,--y,,i~ DECK ELEVATION f-- 1 ~~ ~ w 0... 0 __J (/) ' 7" 7" - - I - - f-- 7" / / / / & MODIFY STAIR PLATFORMS TO ACCOMMODATE NEW DECK ELEVATION / , / I/ v 1/~I---~ -----I --- / , / I/ v I/ , ::, &9"± /1-,n 6" - -- -- -~ -<t t ~ CONCRETE THICKENED TO 9"± AROUND BUILDING TO ACCOMMODATE WATER FLOW AWAY FROM THE BUILDING r"',,i '_ '__ I I I I I I w 0... 0 __J (/) 5 ~ .. I I - -- -- - 5" LJ L PIPING UTILITY TRENCH -~ LOCATE BETWEEN BENT NOS. 3-26 AND 28-49 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 CONTINUOUS PONDING WITH WATER, 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. 5~ .. 1'-2"± 2' &, AZTEC SPEED 1 DOWEL SYSTEM I I 5~ .. / / / ~ / / / / / / ===============~----~-~ LJ / / / / I/ v I/ ~ I/ v I/ ~ I/ 1/~I---~ -----I --'I.- / I/ I -,H ' LLL/.L/.L/.L/4/.L/.L/.L/.L/.L/.L/.L/.L/4--L/.L/.L/.L/.L/.L/L...Lj /IL/-<(..L /L /L /L /L /L. /L./L./44--AL./L./L./w//L./L./L./L./'-,/'-.L...I 1&9"± ....... -r-& 9"± TERMINATE PIPING UTILITY TRENCH AT BENT NO. 49 25' 9 .. 9 .. 6 .. #3 \ I, ; \ \ / IN I ~----+---- 1 9 .. #3 6" 4"/ ~ / }--+-#4 @ 12" OC EW _j 1/4" PREFORMED BITUMINOUS EXPANSION JOINT FILLER TYPICAL SHEAR KEY DETAIL SCALE: 1" = 1 '-0" I - - I C D ' I (2\ \ 14 J - I I - --+~--------~--------- 1 I 6" & ~ 0'v'ERLA¥ CLOSURE POUR I AS BUil TI APPROVED DENOTES CONTROL JOINT @ C-3312 Prepared by: REHABILITATION OF NEWPORT PIER NOBLE CONSULTANTS, INC. 2201 DUPONT DRIVE, SUITE 620 1-----1---+-----------+-----1 IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. 9'9-752-1530 949-752-8381 (FAX) 7/01/02 JTM Li.AS BUILT DATE CONCRETE DECK PLAN DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S l-----l-~-----------~---1----+---------< REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 4 OF 37 I. L ,~ BENT NOS 1 0 TO 25 7 ~ ,,,i; _____ BENT NOS. 26 TO 28 -----.,r; ,~ BENT NOS. 29 TO 47 ,~ ,,A;'----------------------BENT NOS. 48 TO 53 -----------------------.,," DENOTES CONTROL- JOINT .---DENOTES CONTROL JOINT ® NO CAP COVERS BENT NOS. 1 TO 9 n ) • I ) • I ,-- • I DENOTES ® ~ CONTROL 17 JOINT ,.Gr TiP 0 I I -------'-!--_-,--I ---, • I F- ' I' - - • I ........ □ I I ==--"1...._-- ---- -TERMINATE PIPING UTILITY TRENCH AT BENT NO. 3 (1 '\ CONCRE-E DECK PLAN ~ SCALE: 1" = 8' -0" CONCRETE DECK PAVEMENT NOTES: u 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. 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, BOTTOM, 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. n 48" CAP COVER U.N.O. LD --'-I' Q:D r; - - r--t---'"T"" __ 6 .:_ ------l . I . I ~I I • I !~ l . I I • I ~ . I G I I . I - I I F-'" I • I u I' : :I r- 7" I ---------- ' (XJ sj- @ (XJ 51,,I 2 1 n I-- ~1 ', . ~ - ----- --A .db~=; .. l=i==::t-~ 5" 1[, LJ I -~ - L I l : n -L ' L ~-40" CAP COVER---~ 69 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 CONTINUOUS PONDING WITH WATER, 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. I w (L 0 I __J (/) - - w I (L I 0 __J (/) ~ DENOTES CONCRETE DECK THICKNESS I 6" ) . \ . L._ f II t-:- p ' i -I I • i : :0 6" - - --+---:B--I I • I I I • \ DENOTES ® -CONTROL 7 JOINT 1 i::::i 1 17 I . I-' I . I . r I I DENOTES THICKNESS OF CONCRETE - ' ' 6" --~----.LI-·~---~---~·~--~-------"~'-, I • 1) (XJ sj- @ I n I I • I . I . [_ ~ I : : [ ~ - -- - -~ __ --+ r~--·_ ~-_ -~I ___ --+I'.-{__ I __ -,-I ___ _ ! ~1 I I \ ' - 7" REMovE AND RE-sET 1 'co fl 1 SEWAGE LIFT STATION~ ; 11 ~i I : I ACCESS AND COVER . ~ 1 • j I I - ' ' I • [ I ~ ~IL"__ ~ ~I ·_ ) 1 1 1----; MODIFY RAMP AND 11 • I rl HANDRAIL TO • , ACCOMODATE NEW i'N ,-J.._L---31_r,r1, DECK ELEVATION I . I • .- I I -I I I ' 11 • I I I . [ I I MODIFY STAIR t- PLATFORMS TO I ACCOMMODATE I NEW DECK ELEVATION 7" I 7" I -'" -J-+--- -------i ' ' - -7 ~ t 'D 1_~J _ 11 • I - -t~ IL._ I . I l . L._ ,- I I ,__ I I -I I I . l I I In I ' I • l ' I 1N I 52" ~ I . l 'I I I 1· I 1----t-~ ~---40" CAP COVER ---~ 25' ' ' 6" PIPING UTILITY TRENCH g TERMINATE PIPING UTILITY TRENCH AT BENT NO. 49 -LOCATE BETWEEN BENT NOS. 7-26 AND 28-49 CAP COVER NOTES: 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: 25' - - ----+'- DENOTES ® -CONTROL 17 JOINT C 3312 APPROVED REHABILITATION OF NEWPORT P1ER NOBLE 2201 DUPONT DRIVE, SUITE 620 l-------<1-----4-----------+-- IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. ADDITIVE: BID ITEM #2: CONCRE:TE: DECK CONSULTANTS, INC. 949-752-1530 949-752-8381 (FAX) DATE p .AN w -· • CAP COVERS l-------<1-----4-----------+----==;::==-------=-------- DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1-------"'-----___f_-----------+--f-===~--t=-cc=--- R E VISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT !SHEET 15 OF 37 DATE BY NO CAP COVERS BENT NOS. 1 TO 9 BENT NOS 10 TO 25 DENOTES® CONTROL 17 JOINT 6" ~- I I -_ _, I; , n ' -,, - -~oo ~ L{l --@ -L{l - ' ' - - TERMINATE PIPING UTILITY TRENCH AT BENT NO. 3 CONCRETE DECK PLAN SCALE: 1" = 8' -0" 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. 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, BOTTOM, 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. 26 TO 28 ; , BENT NOS. 29 TO 47 ~-------------------BENT NOS. 48 TO 53---------------------r D 17 DENOTES CONTROL JOINT - DENOTES CONTROL JOINT ® 48" CAP co VER 69 5~ .. U.N.O. E n ' 17 ... r;- ' ' 6.:_ -- --I ' I -I I I ------CX) ' ), I ---.... I 7" I IA\ - -- - ---I I I -<D I -' CX) -.... -@ -CX) I --... 1 I -5-.. ' 21 ... - -- - - -. 0 .... L - VER CAP CO ' 5" LJ ' L 40" 69 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 CONTINUOUS PONDING WITH WATER, 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. DENOTES CONCRETE DECK THICKNESS I 6" - I I w (L 0 I _J l/) I REMOVE SEWAGE ACCESS - - - ' AND RE-SET LIFT STATION AND COVER 6" 6" CX) .... @ N .. DENOTES® CONTROL DENOTES THICKNESS OF CONCRETE JOINT 17 CX) .... @ n I MODIFY RAMP AND HANDRAIL TO r-1----'k--!ACCOMODATE NEW DECK ELEVATION 6" 7" MODIFY STAIR PLATFORMS TO ACCOMMODATE NEW DECK ELEVATION 25' 7" 6" - - 7" --- - w (L 0 _J l/) - - I I - I - 5~ .. ~ 52" CAP COVER 40" CAP COVER---~ PIPING UTILITY TRENCH 69 1 TERMINATE PIPING UTILITY 5 21., LOCATE BETWEEN BENT NOS. 7-26 AND 28-49 CAP COVER NOTES: TRENCH AT BENT NO. 49 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: NOBLE 2201 DUPONT DRIVE, SUITE 620 1-----1---+-----------t----1 IRVINE, CA. 92715 CONSULTANTS, INC. 949-752-1530 949-752-8381 (FAX) 7/01/02 JTM Lt, AS BUILT ------1 7" 6" DENOTES ® CONTROL 17 JOINT & NOT APPLICABLE I AS BUil T I APPROVED CITY ENGINEER R.C.E. NO. 25' C-3312 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S l-----l-~-----------+----1----+------< REIIISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 15 Of 37 -----------------VARIES (SEE PLAN SHEET 14)-----------------r /' . CONCRETE DECK 3/4"¢ LAG BOLT OR DRIFT PIN EMBED TOP 3" INTO CONCRETE i I II 3/4" PLYWOOD DECKING I ,cc-.-....... ,--.-_-.-__ -,_.-.--.. ......-------4 .. • ' ' 1---='='c" ·= #4 @ 12" EW it_ PIER OF 4x16 I -----, BLOCKING I /'/ J . (TYP) -. _J._•---.----,-::-:-:,-'t:--------:----,,.-~-~--~~ ~/,_.,,,,..----,,,,.,, I ., \ ~1??J1 ~.-=···~ , .• -'~ • . . •·-L f ~1 ·(], o, o• t: ~~ ~~ ~ ~~ ~~-U~ I I I .. -I. u u NO BLOCKING FOR ELECTRICAL CONDUIT SEE @ 1/4" EXP. JOINT WITH PREFORMED BITUMINOUS EXPANSION JOINT FILLER \ I. ~-£.._3" MIN COVER (TYP) ~~ 6" -{ __ CONCRETE DECK------J-;_.4 - - - - -4 ., I 4 1 /2"¢x2' -0" DOWEL GREASE AND WRAP END IN BLDG PAPER OR TUBE FOR BOND BREAK ,1" . . _,'L ,'L ,'UL£L ,'L ,'L£L£",,__,'L ,'L7-/,~-~,'L~,'L ,'L ,t;~i-----3/4" PLYWOOD I ...-.,,-:----------J ---------i------EXISTING STRINGER ~- ~------12x12 EXISTING PILE CAP - @ TYPICAi DECK SECT ON AT Pl E CAP 1 6 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 CE) DECK OPENING 2' -6~" TYP. --------,-,f'-6 " 3/4"¢x18" DRIFT PIN OR 3/ 4¢x 18" LAG BOLT EA STRINGER ~ CONCRETE DECK _I I_I I_I I I 1= { :i f-----------i 3/4" PLYWDOD J' PIPING UTILITY TRENCH B 17 f------i----EXISTING STRINGER DF 4x16 BLOCKING AT ALL PILE CAPS -12x12 EXISTING PILE CAP L4x6x1/4" @ PILE CAP ADD 4x 16 BLOCKING AT ALL CAP COVER OPENINGS. ATTACH BLOCK TO STRINGER WITH SIMPSON FACE MOUNT JOIST HANGER CONCRETE DECK SLAB 12x1 2 3/4"¢x18" LAG BOLT OR 3/4"¢x18" DRIFT PIN @ 12" 0.C. AT ALL STRINGERS AT ALL BAYS. EMBED TOP OF BOLT OR PIN INTO CONCRETE SLAB TO ELEVATION TO OBTAIN '-F"----------SPECIFIED CONCRETE COVER. PRE-DRILL 1/2"(6 PILOT HOLE ALTERNATIVE CAP COVER OPENING , ~ 2· -5~" -, " • . FOR EA LAG BOLT TYP. ALL STRINGERS, ALL BAYS -4x16 INTERIOR STRINGER (TYP) MID-BAY 6x 16 EDGE STRINGER (TYP) PILE CAP _____________ ___, MAKE UP PANELS ,J<i'-------l,'-i 2'± FOR ALTERNATIVE DECK PLAN SEE NOTE \ I -.------~--t .-------,r,'------,------.----------;r----.--------....,..-----~--.--+.-----.;-------:,...__------, , I/ l • • • 1 l\-. • • • I • l\-. • • • I \ • • • I ,1 • ~ 1 • • \I \/ A \/ A \; . \/ ••• \/ . . . . •· . , . . . •· . , . . . . V -- U U C I -• • -I I 0 0 -- u u \ 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. \I/ 1 'o........,----''>,-,,-4-+'-~--1-'-+-,'-+------''.,......., 4x52 \ / 2x5~ \I r/ 1 \ 11 11 11 ) 11 11 L I/ 4x5 2 _ _ _ 0 0 _ -- u u u u u NOTE FOR ADDITIVE BID ITEM #2 WITH CAP COVERS: FULL 4x8 PLYWOOD SHEETS ON BOTH SIDES OF ALL CAP OPENINGS AS SHOWN. ADJUST PLYWOOD LAYOUT AS REQUIRED TO CONFORM TO CAP i---------------20' TYP U.N.O. --------------------,-i OPENING LAYOUT AS SHOWN ON SHEET 13. LOCATE SMALLER PLYWOOD PANEL SIZES TO MAKE DIMENSIONS FILLS AT MID SPAN OF ALL BAYS=·-------' NOTE FOR DECK PLAN WITH SHEAR KEY AND NO CAP COVERS: 1 "YPICAL DECK >-RAMING PLAN 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 TO ALL STRINGER CONTACT SURFACES WITH #12 x 2-1/2" TYPE 316 SS 1 6 SCALE: 1" = 2' -0" Prepared by: NOBLE CONSULTANTS, INC. DECK SCREWS @ 6" O.C. C-3312 APPROVED REHABILITATION OF NEWPORT P1ER 2201 DUPONT DRIVE, SUITE 620 I----+---+------------+----< IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (FAX) DATE orcK -RAM'NG P .AN I----+---+------------+----< -=::;:::=-----=-- DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1--~-------------+--+-==~-+c-c--c~---, REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT !SHEET 1 6 OF 28 DATE BY 1------------------VARIES (SEE PLAN SHEET 14) ------------------.r CONCRETE DECK 3/4"¢ LAG BOLT OR DRIFT PIN EMBED TOP 3" INTO CONCRETE 3/4" PLYWOOD DECKING DF 4x16 BLOCKING (TYP) (t PIER I NO BLOCKING FOR ELECTRICAL CONDUIT SEE@ TYPICAL DECK REPLACEMENT SECTION SCALE: 1" = 2' -0" 1/4" EXP. JOINT WITH PREFORMED BITUMINOUS EXPANSION JOINT FILLER 3" MIN COVER (TYP) CONCRETE DECK-----. R BOND A AZTEC SPEED L!.:l. DOWEL SYSTEM .& 1 o" END R 3/4"¢xte!! DRIFT PIN AT PILE CAP PLYWOOD OPENING SPLICE @ 17 DECK OPENING , 2'-6~" TYP. . 6" il #4 BOLT EA STRINGER OR 3/4"¢x18" LAG\ t--PLYWO~~_g,:ENING ---t ' ' F 4x16 BLOCKING -D A T ALL PILE CAPS \ v, v V _,. VV ~v / V r/ V -r1 / / / '/ / , ;.,:; ./// r11111/1 \ .... \ -... - ; ;..- ,, 12x12 EXISTING PILE CAP ------... ,,,,, ~ I --_ .... '--L4x6x1/4" @ PILE CAP @ 12" EW 0 il 1 o" 3/ 4"¢x :J..&'.'.. DRIFT PIN OR 3/4¢x 18" LAG • 6" --, ; BOLT [A STRINGER . ~ J r 4 CONCRETE DECK PL!ODj -; ~ ;:: 3/4" § ~ ' ~ ~ ~ EXISTING STRI ~ I, 'I ADD 4x16 BLOCKING AT ALL CAP COVER OPENINGS. ~ ATTACH BLOCK TO STRINGER WITH SIMPSON FACE MOUNT JOIST HANGER \ I \ I I I I PIPING UTILITY TRENCH B 17 NGER ETE CONCR DECK SLAB 10" 3/4"¢x18" LAG BOLT OR 3/4"¢xte!! DRIFT PIN @ 12" O.C. AT ALL STRINGERS AT ALL BAYS. EMBED TOP OF BOLT OR PIN INTO CONCRETE SLAB TO ELEVATION TO OBTAIN ._,_ _____ _/''-...r----------SPECIFIED CONCRETE COVER. PRE-DRILL 1/2"¢ PILOT HOLE 1 .. 4 12x12 ALTERNATIVE CAP COVER OPENING ~ 2'-5~"-, ,, ' . • • • 1 .. 4 FOR EA LAG BOLT TYP. ALL STRINGERS, ALL BAYS -4x16 INTERIOR STRINGER (TYP) MID-BAY MAKE UP PANELS , , 2'± FOR ALTERNATIVE , , 6 16 EDGE STRINGER (TYP) X \ PILE CAP~ DECK PLAN SEE NOTE I \ I/ . . . I \ \ I J\ I I \ I / \ I \• . I• \ I\/ \/ \/ . X• . I \ I /\ I~; -/\ • . • - I I I• . \• I ' J 2x8 \ V \ I 4x8 • ~ I 4x8 -~ • - \ I \ ◄ -I • \ I \ ◄ • \ - I / I I \• . I• \ I\/ \/ \/ ◄ -• . ◄ • -. X• . I \ I /\ /~ ◄ -/\ • . ◄ • - \ I I I• . \• I ' J 2x8 \ I \ I 4x8 • ~ I 4x8 • • -" '\ "I I 1/ b\\(C'\. l \ \ . \. ~16), • '\ - '-/I \ I . '\ . / . '\ / I A ;;: -• I . • - I \ /• . " / '\ I/ \ y it\ / 4x5-\ /2x5~ 4x5~ J n " n n --0 0 0 0 11 11 LI 11 11 ~ . . . I . ~ . . . / \ I \ I \ I . . ' . / . . \ • I . . \. . / . A \I A . /• . " . . . /• . " I 4x5~ \ /\ I 4x5~ \ \ I \ I . \ . . • I • I • \ . \ . . . I \ I / 2x8 \ \ I . . \ • I . . . \ • I • y \ I y . • I . \ . . I • / . • I • \ . I \ \I I \ • I . . . \ . . • I . . . \ I 4x8 \ /\ I 4x8 ra\ \ I \ \16) . \ . . . I . I • \ . \ . . • I \ I ; 2x8 \ \ I y \ I y . • I • \ . . \ • I . • I • \ . I \ \ I \ • I . -. \ • I . \ • I . . . \ I/ ~xj \ 1/ 2x5~ \ I/ 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. \ I\ . . . V . <::) I \I \ I '\ I /v . \• . I• \/' I I .. . I V \/ V . . X• . /\·: . I-. /\ . . I• . . I I I I I • . \ 4x8 • \ / 2x8 \ I 4x8 \ . • • ~ " \ I . . ◄ -\ I • \ I/ . ◄ • \ ~ . \• . I• \/:: I I .. . I \/ V . . . X• . rN\ ◄ ~ • j / ~ I\ \ 16/ ◄ ~ . I• . \• I I I I I • . \ 4x8 • \ ; 2x8 \ I 4x8 \ . • • -I \ I , I\ . . / l \ I • / ·\ J • I -. . '\ . / . \ . '\ •/ )\.~ A \ . • • ' -. /• . ' I/ 1 I '\ I \ / '\ 4x52 \ 1/ 2xs~ \ / 4x5~ \ n n n n n --0 0 0 0 11 11 11 11 11 NOTE FOR ADDITIVE BID ITEM lf.2 WITH CAP COVERS: FULL 4x8 PLYWOOD SHEETS ON BOTH SIDES OF ALL CAP OPENINGS AS i----------------20' TYP U.N.O. --------------------i 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. Prepared by: NOBLE CONSULTANTS, INC. I AS BUILT I APPROVED 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 TO ALL STRINGER CONTACT SURFACES WITH #12 x 2-1/2" TYPE 316 SS DECK SCREWS @ 6" O.C. C-3312 REHABILITATION OF NEWPORT PIER 2201 DUPONT DRIVE, SUITE 620 1------1--+-----------+-----1 IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. 9'9-752-1530 949-752-8381 (FAX) 7/01/02 JTM Li.AS BUILT DATE DECK FRAMING PLAN DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1---~-~-----------~---1----+--------< REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 6 OF 28 L 11111""'" I V Il Il Il / , ' ' INT~IORuj - STRINGER I REMOVE, TRIM, AND TRINGER. H END PER , RE-LOCATE S \ CONNECT EAC -BUTT SPLICE \PILE CAP (&) Il Il Il \ --- EDGE STRINGER SPLICE BRACKET. REMOVE DF - 2" SPLICE PLATE 0 0 4x 1 6x4' -0" SPLICE PLAT • ' r B\ \1_2) EA END 6" 6" 6" 1 ' (~) AND FILL 5/8"0 HOLES IN 6x6 WITH EPOXY 12' -- - 0 0 ---\23 -I IT IT IT IT IT IT ~ ~~~;1~~R~:G:~1 6 s·cRINGER R -LOCATION D A,l SCALE: 1" = 1 '-0" 6" 5 NO 4 EQ SPCS NO 3 TYP. EA END 4 NO 4 EQ SPCS 6" • 3' #2 7" 2" 6" 2" 1·-211 4' 1 o" 7" ----~ DAYTON/ RICHMOND T-1 SS SINGLE PICK-UP INSERT. 2 REQ'D EA CAP COVER. PROVIDE THREADED PLASTIC INSERT TO KEEP OPENING COVERED WHEN NOT IN USE. NOTE: VARY EA END DIMENSION EQUALLY FOR SHORTER OR LONGER COVERS 1 "0X24" DRIFT PIN l ,___ DF STRINGER _// NOTE: NOTCH 6X20 STRINGERS TO FIT CAP -----< -PILE CAP s CRING R TO CAP CONN CTION D[TAll SCALE: 1" = O' -6" NOTE: TOOL CONTROL JOINTS IN CLOSURE POUR TO MATCH NEW DECK JOINTS. NOTE: CLOSURE POUR SHALL ENCASE HOLD DOWN STRAPS ON SOUTH SIDE OF BLDG 1- ::::e ROUGHEN EXISTING SLAB -' SURFACE PRIOR TO CLOSURE POUR 3 • DECK DEMOLITION LIMIT (VARIES) I VARIES OVERLAY DECK POUR __ ____,,__--+ _ ___,_ CLOSURE POUR SLOPE " " <1 • ·" <1 <1 • " EXISTING #3 _11_,6 @18" 0.C. I 3/ 4" PLYWOOD PROTECT IN PLACE REMOVE AND REPLACE FACIA AND SIDING <1 AS REQ'D.-~ INSTALL 16GA SHEET METAL FLASHING . <1 . 4 •. EXISTING 2x DECK 1-----PROTECT EXISTING DECK IN PLACE SLAB DETAIL AT RESTAURANT SCALE: 1 " = 4" SEE DETAIL A SHEET 35 FOR PIPING LAYOUT R 1" 4 zz~:-5"x16 GA , . . . I ..... :, .. . · . CONTINUOUS STRAP CONCRETE DECK 0 2 17 1/4"0 X 12" AB @ 12" OC 0 ... ,-4 .• . . .... R ~C,, COVER DETAIL SCALE: 1" = O' -6" 1 / 4"0 x 2" ROUND SS HEAD WOOD SCREWS @11 "± 3/8" x 12" SPIKE @ 12" oc • DF 6x6 ~ , EDGE STRINGER ~~•--EDGE STRINGER SPLICE PLATE ASSEMBLY 1--------+-------+------1 0 11----------: (2)) ~========::::t:======+===:::\ 0 \\:==========1 REMOVE AND RE-SET STRINGER TO PROVIDE CONTINUOUS 24" CLEARANCE [___ PILE TO CAP CONNECTION @ REPAIR PER 1 '-O"X3' -8"X1 /2" 12 BUTT SPLICE PLATE lD ~ TYP CAL UT' ITY TR NC I S CTION SCALE: 1" = 1 '-0" PULL BOX ACCESS COVERS: TYPE L 1-3/4" SS GRATE FRAME AS MANUFACTURED BY GRATING PACIFIC, LOS ALAMITOS, CA. FURNISH WITH TYPE 7 2 - RATE WITH 1-3/4"x3/16" EARING BARS AND TAMPER SS G B R SH ESISTANT BOLTS. SUBMIT OP DRAWING TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION CON CRETE DECK I LIGHT POLE J-BOX ACCESS COVERS: 15-3/8"x10-3/16" #3-1/2N BD LID AS MANUFACTURED BY EISEL ENTERPRISES, PLACENTIA, CA OR EQUAL ON SS TYPE L FRAME. FABRICATE SMALLER TYPE L -FRAME SIMILAR TO FIT LID. PR OVIDE BOLT BMIT SHOP APPROVAL AB RI CATION - ANCHORS TO SECURE LID. SU DRAWING TO ENGINEER FOR PRIOR TO F 18"x 18" FOR PULL B OX ACCESS OR ACCESS XES 12-1/8"x6_15/16" F I TO LIGHT POLE J-BO 1" 11" 11" 1" 2 2 -3/4" PLYWOOD ----/ / ~ 1 DF 2x6 --_i_LL_LL __ , BACKING NO 12 WOOD SCREW @ 4" 0.C. EA SIDE OF OPENING lftM #2 NING Dt TAI 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). L'.\ CONTROL JOINT DETA ~ SCALE: 1" = O' -6" SET FRAME AND LID FLUSH WITH DECK SURFACE . - ' SS TYPE 7-2 GRATE WITH 1-3/4" x 3/16" BEARING BARS TYPE L 1-3/ 4" SS GRATE FRAME EXI DF STING 4x16 '-8"± ING__; EXIST DF 4x 16 G 17 I , I rP'\ ~ \1_2) ,.., v ' CENTER OPENING OVER STRINGER SPACE FOR ACCESS BELOW TO PULL BOXES OR LIGHT POLE JUNCTION BOXES ~ V - -- ELECTRICAL ACCESS COVER SCALE: 1 -1 /2" = 1 '-0" Prepared by: ' , 2' 3/8"x -STUD 4" HEADED C 3 PER EQ SP SIDE NOTE: SEE SHEET NOS. 27 AND 28 FOR OPENING LOCATIONS. CONCRETE DECK 1 '-6" SQ OPENING FOR PULL BOX ACCESS 12-1/8"x6-15/16" OPENING FOR LIGHT POLE J-BOX ACCESS ELECTRICAL ACCESS COVER SECT ON SCALE: 1" = O' -4" . <l C-3312 APPROVED REHAB1LITATION OF NEWPORT P1ER NOBLE 2201 DUPONT DRIVE, SUITE 620 I---+--+------------+--< IRVINE, CA. 92715 SENIOR CIVIL ENGINEER R.C.E. NO. 35086 949-752-1530 CONSULTANTS. INC. 949-752-8381 (F,IX) DAlE I---+--+------------+--< ----==:;==-----=-- DAlE BY DES CR IP 110 N APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH -5158-S 1--~-~--------------+-=c=HE=cK=ED---+D~AlE~-----, -------1 REVISIONS PUBLIC WORKS DEPARTMENT I SHEET 1 7 OF 28 L ' ... 2" ' ... ...... I / ll ll ll / , INT~IORuj- STRINGER I REMOVE, TRIM, AND TRINGER. H END PER , RE-LOCATE S \ CONNECT EAC ~ BUTT SPLICE \PILE CAP 61) ll ll ll \ --- EDGE STRINGER SPLICE BRACKET. REMOVE DF -SPLICE PLATE 0 0 4x1 6x4' -0" SPLICE PLAT @ AND FILL 5/8"0 HOLES IN 6x6 WITH EPOXY I~ - - - 0 0 - - -I 23 I -' u u u u u u rB , EXISTING DF 6x1 \22,,,' ~ EDGE STRINGER 6 STRINGER RE-LOCATION DETAIL SCALE: 1" = 1 '-0" 1------2'-~" -----Y 6" EA D NO 3 TYP. EA END 6" 6" 6" 1 • 5 NO 4 EQ SPCS 4 NO 4 EQ SPCS 6" 1 • • 3' DITIVE BID ITEM #2 48" CAP COVER SCALE: 1" = 1 '-0" 7" 11-2" 1 o" DAYTON/ RICHMOND T-1 SS SINGLE PICK-UP INSERT. 2 REQ'D EA CAP COVER. PROVIDE THREADED PLASTIC INSERT TO KEEP OPENING COVERED WHEN NOT IN USE. & NOT APPLICABLE 4' NOTE: VARY EA ND DIMENSION QUALLY FOR SHORT OR LONGER COVE 1 "0X24" DRIFT PIN l ----DF STRINGER NOTE: NOTCH 6X20 STRINGERS TO FIT CAP -----< -PILE CAP STRINGER TO CAP CONNECTION DETAIL SCALE: 1" = O' -6" NOTE: TOOL CONTROL JOINTS IN CLOSURE POUR TO MATCH NEW DECK JOINTS. NOTE: CLOSURE POUR SHALL ENCASE HOLD DOWN STRAPS ON SOUTH SIDE OF BLDG 1-- :a: ROUGHEN EXISTING SLAB _J SURFACE PRIOR TO 1--& Gb01.lJi;l~ POUR i3 DECK DEMOLITION LIMIT (VARIES) VARIES OVERLAY DECK POUR------f"-<c------1-CLOSURE POUR d <l .d 3/4" PLYWOOD REMOVE AND REPLACE FACIA AND SIDING AS REQ'D.-~ INSTALL 16GA SHEET METAL FLASHING .d EXISTING 2x DECK NEW 1/2"¢ EPOXY COATED DOWELS & 1------PROTECT EXISTING DECK IN PLACE SEE DETAIL A SHEET 35 FOR PIPING LAYOUT _ ........ • <f • .. '_· •• -~ ·" ,4 : • TRENCH COVER DETAIL SCALE: 1" = O' -6" 1 / 4"0 x 2" ROUND SS 2 17 HEAD WOOD SCREWS @11 "± CONCRETE DECK 0 1/4"(1) X 12" AB @ 12" OC 3/8" x 12" SPIKE @ 12" oc 1---------+-------+------1 0,1---------; 1---------+----~f------\ 011------------l REMOVE AND RE-SET STRINGER TO PROVIDE CONTINUOUS 24" CLEARANCE L PILE TO CAP CONNECTION @ REPAIR PER 1'-0"X3'-8"X1/2" 12 BUTT SPLICE PLATE (1\ \JJJ TYPICAL UTILITY TRENCH SECTION SCALE: 1" = 1 '-0" POLYMER CONCRETE LID AND FRAME & ASSEMBLY AS MANUFACTURED BY 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 CONCRETE-~ DECK NOTE: SEE SHEET NOS. 27 AND 28 FOR OPENING LOCATIONS. STAGGER OPENINGS BETWEEN BAYS 2 FEET MIN. BEND ALL #4 SLAB BARS AROUND r-7--l-f---,....--~---X-?°"~:1~0PENING. 1'-8"± LOCATE OPENING OVER STRINGER SPACE FOR ACCESS BELOW. ELECTRICAL ACCESS COVER SCALE: 1" = 1 '-0" Prepared by: 23.25"x13.75" LID -..__ STAMPED "ELECTRICAL" i-t+---+--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. 27 AND 28 FOR OPENING LOCATIONS. @ 4 OF OP 5"x16 GA CONTINUOUS STRA ,1--3/4" F' OOD ITIVE BID ITEM #2 PLYWOOD OPENING DETAIL SCALE: 1" = 2" NOT APPLICABLE 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 LJ • <J . CONTROL JOINT DETAIL SCALE: 1" = O' -6" & MODIFIED 23.375"x15.875" ARMORCAST FRAME WITH CONCRETE rDECK 23.25"x13.75"x2" ARMORCAST POLYMER CONCRETE LID 1 /2"¢x3" SS HEADED STUDS DRILLED AND SET INTO FRAME WITH EPOXY ELECTRICAL ACCESS COVER SECTION SCALE: 1" = O' -5" I AS BUil T I C-3312 APPROVED REHABILITATION OF NEWPORT PIER 2201 DUPONT DRIVE, SUITE 620 >----+--+------------+---< SENIOR CIVIL ENGINEER R.C.E. NO. 35086 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-5158-S 1----+-~---------~------+--------< REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 7 OF 28 L REPLACE STAIRS AND BRIDGE TO LIFEGUARD HEADQUARTERS BUILDING IN KIND. RE-INSTALL SALVAGED DECORATIVE HANDRAIL. SUBMIT SHOP DRAWINGS OF REPLACEMENT PLANS INDICATING ALL MATERIALS, DIMENSIONS, AND CONNECTION DETAILS TO ENGINEER FOR APPROVAL. REPLACEH~~D~~6 3 (.) cp cp ~ cp cp c;p 9 q> q> ~ ~ 0p 9 0p c,p ~ ~ c,p c,p qv ? ~ cp T I I I I I I I I I I I I I I I I I I I I cp T I I _l ~-~ l.:;.-_ L l l \ ~ l __ l __ l _l _l ! ! I_ _! ! l_ l_ "' □ REPLACE PEDESTRIAN RAMP TO LIFEGUARD HEADQUARTERS BUILDING IN KIND. RE-INSTALL SALVAGED DECORATIVE HANDRAIL. SUBMIT SHOP DRAWINGS OF REPLACEMENT PLANS INDICATING ALL MATERIALS, DIMENSIONS, AND CONNECTION DETAILS TO ENGINEER FOR APPROVAL. / I l RE-INSTALL SALVAGED GATE ~ INSTALL NEW Q]7 HYDRANT GATE-~ REPLACE TRASH AND GANGWAY HOIST ENCLOSURE IN KIND. RE-INSTALL SALVAGED FISH SINKS 2' -2" '\_ RE-INSTALL FISH '\_ CUTTING BOARD AND BRACKET •. ,d •. <I . ~I ~ ~~ ' I= FXISTING ,ANDRAI DETAIL 8-FT BENCHES (2) TO BE RE-INSTALLED BY CITY INSTALL NEW ~ HYDRANT GATE Q]7 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 REDUCE SIZE. SCALE: 1 " = 1 ' NG BOARD 2x1 Ox1 '-4" TREX PLASTIC LUMBER. COLOR SHALL PLAN 1 '-0" ~ ~ r r r r r r r r r r r r r r r r r r r r I !_ : I I I I I I I i I I I I I I I i I I I 0 c::::::::J 1_ _l_ _l __ l __ l __ l __ l_ _l_ -----1!1---_l_ _l_ _l_ _l_ _l_ _l_ -----l!l----_L 0 INSTALL NEW HYDRANT GATE @ f}-3'-6" ~ \_ INSTALL NEW ~ FISHING BENCHES Q]7 RE-INSTALL SALVAGED TELESCOPES (3) URN Sf-' NGS PLAN SCALE: 1" = 20' k k 8' -0" (TYP) ==:::,1 1c:::== RE-INSTALL SALVAGED FISH CUTTING BOARDS AND BRACKETS AT EXISTING LOCATIONS (50 REQ'D) @ NOTE: RE-INSTALL LIFEGUARD--- RING G~) INSTALL NEW HYDRANT GATE (1\ INSTALL NEW STAIRS AND CHAIN Qv LINK SECURITY FENCE AND GATE 1. MATERIAL FOR BENCHES SHALL BE PACIFIC COAST DOUGLAS FIR, NUMBER 1 OR BETTER, FOHC, S4S, VERTICAL GRAIN, SELECTED FOR APPEARANCE. ATTACH 3x10 TO 3x6 FROM UNDERNEATH WITH SS L3x3x1/4" CLIP AND 1/4"x2" SS LAG SCREWS □ I I -I I I I I I -I I 1 ' 1'-11" ~,~)l)'Jl ,, BE WOODLAND BROWN. ATTACH WITH 1 / 4"x2" LAG SCREWS ( 4 REQ'D) .---~~ INSTALL SALVAGED FISH CUTTING BOARD SUPPORT BRACKET G:~ L __________ _ ~ ~ C~-- l 1 . . .. · . . ,.,, . <I . -~~ • r r ADDIT VE B D 'TEM #3 HANDRAI Dt TAI WITH CUTTING BOARD @ F'SH 18 SCALE: 1" = 1' 1r-t ----4' CLEAR -------ilv ------3• -1 o" -----~ LOCATE NEW DF 6x6 POST ROTATING STAPLE 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. EXISTING_-+-__ , POST I ',-I --DF 3x6 HASP TO ACCEPT CITY FURNISHED PADLOCK ,----7 L ____ J ,----7 L ____ J 1 '-0" 11 t 1 '-0" ~ ~"¢x3~" LAG BOLT (TYP) DF 8x 12x2' -0" 6 REQ'D EA 8x12 r f t 11i"i DF 4x12x12'-o" 31.. V 2~~-~ 7' r o L3x3x1/4x0'-3" 11¾" EA SIDE OF 8x12 ~ 0 ~ }--2'-0" ---1-----------6' -o" --------f---if----2'-0" ----f 8"¢x32" ANCHOR BOLT HYDRANT ACCESS GATE NOTES: 1 3 4 2"xi13"T SS EXTRA HEAVYWEIGHT SECURITY HINGE FULL MORTISE TO POST AND GATE 2 REQ'D 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. q -• <I t--0 ----------0 ------< ~-@ @ -~ GATE DETAIL SS L4x4x1/4" GATE STOP WITH 2 SS 1/4"¢x3"~ LAG SCREWS ® 1 SS L4x4x4" GATE SUPPORT WITH 2 SS ;t"¢x3" LAG SCREWS ~ ~ ATTACH 3x6 RAILS TO 3x6 ENDS 1 WITH SS 4"x6" LAG SCREWS. 2 REQ'D ALL CONTACT POINTS. NOTE: CENTER GATE OPENING AT CENTER OF HYDRANT C-3312 ELEVATION 5/8" ¢ ANCHOR BOLT IN DECK (TYP) j 5 1 7;t" APPROVED RE:HAB,LITATION OF-NEWPORT PIE:R Prepared by: @ BENC DE:. l Al L SCALE: 1" = 1' NOBLE CONSULTANTS, INC. 2201 DUPONT DRIVE, SUITE 620 >----+----+-------------+---< IRVINE, CA. 92715 949-752-1530 949-752-8381 (FAX) >----+----+-------------+---< CITY ENGINEER R.C.E. NO. DAlE _____ _ ruRNIS •• NGS P .AN DAlE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1--~-~---------~----+-==~--+,-,-~-----1 REVISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT !SHEET 1 8 OF 37 L REPLACE STAIRS AND BRIDGE TO LIFEGUARD HEADQUARTERS BUILDING IN KIND. RE-INSTALL SALVAGED DECORATIVE HANDRAIL. SUBMIT SHOP DRAWINGS OF REPLACEMENT PLANS INDICATING ALL MATERIALS, DIMENSIONS, AND CONNECTION DETAILS TO ENGINEER FOR APPROVAL. REPLACE H~~D~~6 3 (0 cp cp ~ cp cp Gp 9 er q> c,p ~ ~ Cip ~ ~ ~ ~ ~ ~ ~ qv cp T T I I , _____ I I I I I I I I I I I I I I I I I 2' -2" \. RE-INSTALL FISH '\_ CUTTING BOARD AND BRACKET 8-FT BENCHES (2) TO BE RE-INSTALLED BY CITY HEADQUARTERS BUILDING IN KIND. RE-INSTALL SALVAGED DECORATIVE HANDRAIL. SUBMIT SHOP DRAWINGS OF REPLACEMENT PLANS INDICATING ALL MATERIALS, DIMENSIONS, AND CONNECTION DETAILS TO ENGINEER FOR APPROVAL. SEE SHEET 38 FOR CONTRACTOR SHOP INSTALL NEW (B'\ DRAWING. fh HYDRANT GATE Q]7 / RE-INSTALL SALVAGED GATE ~ INSTALL NEW Q]7HYDRANT GATE-~ REPLACE TRASH AND GANGWAY HOIST 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 REDUCE SIZE. RE-INSTALL SALVAGED FISH SINKS •. 4 . EXISTING HANDRAIL DETAIL WITH FISH CUTTING BOARD SCALE: 1 " = 1 ' 2x 1 Ox 1 '-4" TREX PLASTIC LUMBER. COLOR SHALL ~ ~ r r r r r r r r r r r r r r r r r r r r I I I I I I I I I I I I I I I I I I I I I I 1 ' BE WOODLAND BROWN. ATTACH WITH 1/4"x2" LAG SCREWS ( 4 REQ'D) 0 0 INSTALL NEW HYDRANT GATE @ RE-INSTALL SALVAGED TELESCOPES (3) @ :c~L~:N11: ~ I ~o? S PLAN ,----7 L ____ J INSTALL FISHING NEW ~ BENCHES Q]7 k k 8' -0" (TYP) 1 1 RE-INSTALL SALVAGED FISH CUTTING BOARDS AND BRACKETS AT EXISTING LOCATIONS (50 REQ'D) @ ,----1 r 1 '-0" L ____ J I '------------------~ PLAN } 1 • o" 5 1 8"¢x32" LAG BOLT (TYP) 6 REQ'D EA 8x12 DF 8x12x2' Q" }--2' -0" --,-#-'---------6' -0" --------f/---.1,:...._'_ 2' -0"--+ 5/8" ¢ ANCHOR_/ , ELEVATION BOLT IN DECK (TYP) 1 • o" f □ I I -I I I I I I -I I 1·-11" INSTALL SALVAGED FISH CUTTING BOARD SUPPORT BRACKET (2~4) L __________ _ NOTE: RE-INSTALL LIFEGUARD --- RING @ INSTALL NEW HYDRANT GATE CD INSTALL NEW STAIRS AND CHAIN Q:v LINK SECURITY FENCE AND GATE 1. MATERIAL FOR BENCHES SHALL BE PACIFIC COAST DOUGLAS FIR, NUMBER 1 OR BETTER, FOHC, S4S, VERTICAL GRAIN, SELECTED FOR APPEARANCE. ATTACH 3x10 TO 3x6 FROM UNDERNEATH WITH SS L3x3x1/4" CLIP AND 1/4"x2" SS LAG SCREWS 2. ALL BENCH LUMBER SHALL BE PRESSURE TREATED WITH CHEMONITE (ACZA) PER AWPA STANDARDS PS 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. EXISTING_-+-__,_, POST DF 4x12x12'-Q" 1 3 4 :z"x16''T SS EXTRA HEAVYWEIGHT SECURITY HINGE FULL MORTISE TO POST AND GATE 2 REQ'D . . 4 • · 4. 4' -·A. • 4 ,4 .<I· • '• ,4 • • ·-<I •• ADDITIVE BID ITEM #3 HANDRAIL DETAIL WITH FISH CUTTING BOARD SCALE: 1 " = 1 ' • LOCATE NEW DF 6x6 POST ROTATING STAPLE HASP TO ACCEPT CITY FURNISHED PADLOCK SS L4x4x1/4" GATE STOP WITH 2 SS 1/4"¢x3"~ LAG SCREWS ® 1 SS L4x4x4" GATE SUPPORT WITH 2 SS ¾"¢x3" LAG SCREWS~ ~ HYDRANT ACCESS GATE NOTES: 1--------<@1-------------------,~r----, ATTACH 3x6 RAILS TO 3x6 ENDS WITH SS ¾"x6" LAG SCREWS. _______ L3x3x1/4x0'-3" LD EA SIDE OF 8x12 ~ 5 1 8"¢x32" ANCHOR BOLT 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. Prepared by: r------<@ ~r------1 HYDRANT ACCESS GATE DETAIL SCALE: 1 " = 1 ' 2 REQ'D ALL CONTACT POINTS. NOTE: CENTER GATE OPENING AT CENTER OF HYDRANT I AS BUILT I C-3312 APPROVED REHABILITATION OF NEWPORT PIER NOBLE 2201 DUPONT DRIVE, SUITE 620 I---+--+------------+--< IRVINE, CA. 9271 5 CITY ENGINEER R.C.E. NO. CONSULTANTS, INC. 949-752-1530 949-752-8381 (FAX) _& 7/01/02 AS BUILT DAlE FURNISHINGS PLAN DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1--~-~-----------+--+-----+--------< REIIISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT SHEET 18 OF 37 L r EXISTING GANGWAY ----+-----I-EXISTING LIFEGUARD -r----SECURITY GATE G~) PLATFORM -----r----------------------i-::= ~----r---t_ PIER ----- 22' -9"± ... ,~i, ______ 16' -7"± ______ ,,i, , ,-. 4' ± ... EDGE STRINGER - _ NEW CHAIN LINK SECURITY FENCE ®- ]l''"-----11 ' ± / 2.875"' POST _/ • (7 REQ'D) SPACE AS SHOWN ~ ~ 2'± CLOSURE FENCE 11',=======r'IF'=l"'-LATERAL NEW STAIRS AND CHAIN LINK ------i i SECURITY ENCLOSURE 1------1 ,-. ""'-----SECURITY BAR ----- . 7' 1 ~ - I 1--+--+--NEW GATE 1t1✓- lL____ ~ rr,---- 11 11 ~ WL ___ _ -;,,-----I f--5'-11" ::::::: @ S"AR PLAN D-A 1 9 SCALE: 1" = 4' -0" 2.375"¢ BRACE AT MID POST. LAG BOLT TO BLOCKING 2.375"¢ BRACE AT BOTTOM AND MIDDLE POST WITH LATERAL (I ~ SECURITY BAR. LAG-~ BOLT TO CAP WITH 4 1 /2"¢ LAG BOLTS FIELD VERIFY LENGTH EXISTING 46"x57" LANDING --~.:..===~====..:1:=I = EAST E .EVATION SCALE: 1" = 2' -0" Prepared by: NOBLE CONSULTANTS, INC. 2.375"¢ INTERIOR POST (TYP.) I I - 2.375"¢ RAIL (TYP.) -~ lll!lll!!liifl!IIIIII!! I , ...... ,, i-----2.875"¢ END POST (TYP.) INSTALL NEW 4x12 DECKING ON LANDING NORT ELEVAT ON SCALE: 1" = 2'-0" CHAIN LINK NOTES: 1. ALL CHAIN LINK FENCE WORK SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS 206-6, 210-5, AND 304-3 OF THE SSPWC EXCEPT AS MODIFIED BELOW. 2. STEEL PIPE FOR POSTS AND RAILS SHALL BE CLASS 1A. 3. ALL POSTS, RAILS, FRAMES, GATES, AND FITTINGS SHALL BE HOT DIP GALVANIZED AND PVC COATED FOR CORROSION PROTECTION IN CONFORMANCE WITH SECTION 210-5 OF THE SSPWC. COLOR OF PVC SHALL BE GREEN, OLIVE GREEN, BROWN, OR BLACK PER ASTM F934. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL AVAILABLE COLORS TO ENGINEER FOR SELECTION OF COATING COLOR FOR ALL CHAIN LINK MATERIALS. CHAIN LINK FABRIC SHALL BE PVC FUSION-BONDED TO 4. ZINC-COATED STEEL WIRE PER SECTION 206-6.3.2 OF THE SSPWC. SUBMIT SHOP DRAWING OF GATE, FABRICATED ITEMS, AND 5. ENCLOSURE TO ENGINEER FOR APPROVAL PRIOR TO ANY CHAIN LINK ENCLOSURE WORK. C-3312 APPROVED REHAB,LITATION OF NEWPORT P1ER 2201 DUPONT DRIVE, SUITE 620 1----1--+-----------+----1 IRVINE, CA. 92715 aTY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (F,IX) DATE 1----1--+-----------+----I -==:;:::==-----=-- • ·--=GUARD PLA--ORM RC:PAIR DATE BY DES CR IP 11O N APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH 1-----1-~--------------1~cH=E=cK=ED~-tc-D=ATE~-----, ------I REVISIONS PUBLIC WORKS DEPARTMENT jSHEET 19 OF 37 -5158-S L t EXISTING GANGWAY ----+------l-EXISTING LIFEGUARD 22' -9"± PLATFORM -----r----------------------i-~ ~----r---ct PIER - ,,.i, ______ 16' -7"± ______ ,,i, , 1,---- I~ 4' ± .I _ NEW CHAIN LINK SECURITY FENCE ®- r,,•c...._ ___ 11 ' ± / r---- EDGE STRINGER - 2.875"• POST_/ (7 REQ'D) SPACE AS SHOWN ~ 2'± CLOSURE FENCE ~==~'lf'=li"s LATERAL NEW STAIRS AND CHAIN LINK ------ii SECURITY ENCLOSURE ,__ __ ___, 1-----""-SECURITY BAR /.I\ NEW TIMBER LL::. HANDRAIL ! ~i-----;-+,......,-+-NEW GATE L____ l'--- 7' Tr---- / I I 11 _,.,._ __ .,,__ l=L~====-'==±=±=j ... v- 5'-11" ,......, STAIR PLAN DETAIL SCALE: 1" = 4' -0" 2.375"¢ BRACE AT MID POST. LAG BOLT TO BLOCKING 2.375"(1) BRACE AT BOTTOM AND MIDDLE POST WITH LATERAL SECURITY BAR. LAG -~ BOLT TO CAP WITH 4 1 /2"¢ LAG BOLTS FIELD VERIFY LENGTH @ EAST ELEVATION 19 SCALE: 1" = 2'-0" -f---SECURITY GATE Cg;) Prepared by: NOBLE CONSULTANTS, INC. 2.375"(1) RAIL (TYP.) -~ -..---2.875"(1) END POST (TYP.) 2.375"¢ INTERIOR POST (TYP.) ELEVATION = 2'-0" CHAIN LINK NOTES: INSTALL NEW 4x12 DECKING ON LANDING 1. ALL CHAIN LINK FENCE WORK SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS 206-6, 210-5, AND 304-3 OF THE SSPWC EXCEPT AS MODIFIED BELOW. 2. STEEL PIPE FOR POSTS AND RAILS SHALL BE CLASS 1 A. 3. ALL POSTS, RAILS, FRAMES, GATES, AND FITTINGS SHALL BE HOT DIP GALVANIZED AND PVC COATED FOR CORROSION PROTECTION IN CONFORMANCE WITH SECTION 210-5 OF THE SSPWC. COLOR OF PVC SHALL BE GREEN, OLIVE GREEN, BROWN, OR BLACK PER ASTM F934. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL AVAILABLE COLORS TO ENGINEER FOR SELECTION OF COATING COLOR FOR ALL CHAIN LINK MATERIALS. CHAIN LINK FABRIC SHALL BE PVC FUSION-BONDED TO 4. ZINC-COATED STEEL WIRE PER SECTION 206-6.3.2 OF THE SSPWC. SUBMIT SHOP DRAWING OF GATE, FABRICATED ITEMS, AND 5. ENCLOSURE TO ENGINEER FOR APPROVAL PRIOR TO ANY CHAIN LINK ENCLOSURE WORK. I AS BUILT I C-3312 APPROVED REHABILITATION OF NEWPORT PIER 2201 DUPONT DRIVE, SUITE 620 1-----l--+-----------+-----l IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (FAX) & 7/01/02 AS BUILT DAlE LIFEGUARD PLATFORM REPAIR DAlE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1-----l-~-----------+-----l----+------< REVISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT SHEET 19 Of 37 L EXISTING 4x 16 EDGE STRINGER 1 /2"¢ BOLT (TYP.) 2.875"(1) FENCE -----.-i POST (TYP) G3) 6x6x3/8" fl'. WELDED TO POST END WITH 4 1/2"¢ BOLTS (TYP ALL POST TO DECK POST BRACE TO TIMBER CONNECTIONS) ADD DF 4x8 CONTINUOUS ,r ------------------11 '-8"± -----------------------¥ CHAIN LINK FABRIC SIDES AND TOP~-- 2.375"(1) TOP RAIL 2.875"(1) i---- END POST 1.66"¢ BRACE CONNECT TOP RAILS AT EACH END AND MIDDLE WITH TRANSVERSE 2.375¢ RAIL (3 REQ'D) i----2.375"¢ INTERIOR POST 1.66"¢ BRACE (2~) DF 4x12 TREAD 1 " DF 4x14 STRINGER @ ~, I ,1• RISE ~ ___J (Bonot TREAD 8") N x f1 11~" RUN 1 1 3 ffi L32x52x8"x0'-10"@ TOP OF EXISTING 2x DECKING BOLT ALL STAIR POSTS TO STRINGERS WITH 1 /2"¢ BOLTS W/ Ml WASHERS (2 REQ'D EA POST) -----EXISTING 4x8 ,r -----------.1<-REMOVE AND REPLACE 2x6 DECKING ------------------11 ·-~" ----------------------¥ STAR E EVAT ON SCALE: 1" = 1 '-0" 2.875"¢ END POST INSTALL NEW 4x12 DECKING ON LANDING EXISTING 4x16 STRINGER EXTENDED OVER PILE CAP 8'-11" 6 23 3/ 4"¢ BOLT (TYP) 0 0 TOP MOUNT DETAIL SCALE: 1-1/2" = 1'-0" 1 /2"¢ CARRIAGE BOLT 1 '-8" 0 0 3' 5' 1 ;,·, CARRIAGE BOLT 7 lJ ~ L4x4x1 /2" 3/4"¢ BOLT (TYP) 1 /2"¢ CARRIAGE BOLT 31" 2 ' ~ STAIR CLIP 11" @ 2 3/ 4"(1) BOLT 1 o" TYP. TREAD CONNECTION DETAIL SCALE: 1" = 0'-6" 1 /2"¢ CARRIAGE BOLT 8" 3/4"¢ BOLT BOTTOM MOL.JNT DETAIL BOTTOM MOUNT SECTION SCALE: 1-1/2" = 1'-0" SCALE: 1" = O' -6" ,r -----3'-11" ------r 3" MAX (TYP) 3/8"¢x8" COMMON SPIKE DRIVE 2 PER PLANK AT ALL-~ STRINGER CONTACT POINTS ..--j l---15·± I' NOTE: 1. PRE-DRILL HOLES FOR ALL SPIKES TO PREVENT SPLITTING OF DECK BOARDS. V DF 4x12 DF 4x16 OR 6x16 GATE LOCK --+--+-, GATE LATCH -+-+-' MALE/FEMALE ......+--+--GATE HINGE 3 REQ'D 6' -6" TYP Y7"1f----,._-----< ALL JOINTS DECK TO STRINGER CONNECTION SCALE: 1-1 /2" = 1 '-0" Prepared by: NOBLE CONSULTANTS, INC. @ SECURITY GATE 20 SCALE: 1" = 1 '-0" C-3312 APPROVED REHABILITATION OF NEWPORT P1ER 2201 DUPONT DRIVE, SUITE 620 1----+--+------------+--I IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (FAX) DATE • ·--=GUARD P1.A--ORM s-AIR DrTAILS 1----+--+------------+--I -----==:;==-----=-- DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1---~--+--------------+--==~--+=--c~-----, REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT !SHEET 20 OF 37 DATE BY L EXISTING 4x16 EDGE STRINGER 1 /2"¢ BOLT (TYP.) 2.875"¢ FENCE -----,--i POST (TYP) @ 6x6x3/8" It WELDED TO POST END WITH 4 1 /2"¢ BOLTS (TYP ALL POST TO DECK POST BRACE TO TIMBER CONNECTIONS) ADD DF 4x8 CONTINUOUS ~-------------------11 • -8"± -----------------------Y CHAIN LINK FABRIC SIDES AND TOP---,,-__ 2.375"¢ TOP RAIL 2.875"¢ i----E ND POST 1.66"¢ BRACE CONNECT TOP RAILS AT EACH END AND MIDDLE WITH TRANSVERSE 2.375¢ RAIL (3 REQ'D) i----2.375"¢ INTERIOR POST 1.66"¢ BRACE G~) DF 4x12 TREAD 111 ~ ~ DF 4x14 STRINGER (!l ~ / I a1" RISE ~ __J (BOTTot TREAD 8") '""""i---fi'c_-, 11 ~" RUN 1 1 3 ffi L32x52x8"x0' -1 O" '0_7 BOLT ALL STAIR POSTS TO STRINGERS WITH 1 /2"¢ BOLTS W/ Ml WASHERS (2 REQ'D EA POST) TOP OF EXISTING 2x DECKING ---EXISTING 4x8 i----2.875"¢ END POST INSTALL NEW 4x12 DECKING ON LANDING EXISTING 4x16 STRINGER EXTENDED OVER PILE CAP 8'-11" Jr--------.,.c-REMOVE AND REPLACE 2x6 DECKING ~-------------------11 '-5i" --------------------Y 3/ 4"¢ BOLT (TYP) 1 /2"¢ CARRIAGE BOLT 1 '-8" 1 /2"¢ CARRIAGE BOLT ~" 2 ... ~ STAIR CLIP 11" @ 2 3/ 4"¢ BOLT 1 O" ~------------5' ---------------1 6 23 TOP MOUNT DETAIL SCALE: 1-1/2" = 1'-0" D 20 1 /2"¢ BOTTOM MOUNT DETAIL SCALE: 1-1 /2" = 1'-0" 3/8"11lx8" COMMON SPIKE DRIVE 2 PER PLANK AT ALL STRINGER CONTACT P OINTS CARRIAGE BOLT 7 3/4"¢ BOLT (TYP) I' 15'± V DF ~ ~ 0 ,/¾ ¼ ~ 'ii 1/, % NOTE: 1. PRE-DRILL HOLES FOR ALL SPIKES TO PREVENT SPLITTING OF DECK BOARDS. j • • j • • DECK TO STRINGER CONNECTION SCALE: 1-1 /2" = 1 '-0" Prepared by: • • 4x12 DF 4x16 OR 6x16 TYP. TREAD CONNECTION DETAIL SCALE: 1" = O' -6" 1 /2"¢ CARRIAGE BOLT 8" -1""7"---STAR CLIP@ ffi ~-_____:~~>k---r.1:::~:===~~~==---BOTTOM STAIR BRACKET ® 3/4"¢ BOLT BOTTOM MOUNT SECTION SCALE: 1" = 0'-6" ~-----3' -11" ------ 3" MAX (TYP) GATE LOCK --+---+-, GATE LATCH--+-+" APPROVED MALE/FEMALE ......+--+--GATE HINGE 3 REQ'D 6' -6" TYP c..+1-,_------< ALL JOINTS I AS BUILT I C-3312 REHABILITATION OF NEWPORT PIER NOBLE 2201 DUPONT DRIVE, SUITE 620 I----+--+------------+-----< IRVINE, CA. 9271 5 CITY ENGINEER R.C.E. NO. CONSULTANTS, INC. 949-752-1530 949-752-8381 (FAX) DAlE LIFEGUARD PLATFORM STAIR DETAILS DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1--~-~-----------+--+----+-------< REIIISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT SHEET 20 OF 38 DECORATIVE PILE PLACE 3/4" PLYWOOD OVER FULL DECK WIDTH INCLUDING UNDER PIPING UTILITY TRENCH. CAULK ALL PLYWOOD JOINTS WITH SEALANT I I I I t------=---i ' I CONCRETE DECK OVER MEMBRANE I I I I I I DOOR I I EXISTING DOUBLE DOORS ~~~~~V,--~- 1i__ NOTE: STRINGERS NOT SHOWN FOR CLARITY. EXISTING DOUBLE DOORS EXTEND WATERPROOF MEMBRANE ONLY IN PIPING TRENCH TO NORTH EDGE OF BENT NO. 3 FURNISH AND INSTALL GUTTER AND DOWNSPOUT TO EXTERIOR OF DECORATIVE PILE WALL AT SAND LEVEL AT NORTH EDGE OF BENT NO 3 TO INTERCEPT ALL DRAINAGE FROM PIPING TRENCH REPA.R PLAN DETAIL SCALE: 1" = 5' -0" ' ' ' ' ' ' ' ' DEX-0-TEX NEOBOND II WATERPROOF MEMBRANE OVER PLYWOOD ■ ~----------,'---~~ii~p~~~~c~o;::::~•ci u ~~--~/2--V7-S =~ 21 ~~~~~~~~<()___'t£ □ DEX-0-TEX NEOBOND II MEMBRANE ~ ~~ ~~I ~ DF 4x16 §§a: SLOPE ____ ~---EDGE STRINGER ~1 ~ ~ 2x4 CONTINUOUS CLEAT ~~-_'."' --.-·· • ~ : 3/4" TREATED PLYWOOD SET TO CLEAR PIPING NOTCH AND CAULK AROUND-~ ALL SPLICE PLATES 2x4 CONTINUOUS CLEAT [ -~ . . ~ ij ~ I~ REMOVE ALL SHEET METAL CEILING AND INSTALL NEW 1 /2" ACX CEILING. ATTACH PLYWOOD WITH SS #12 X ~" @ 6" 0.C. "4 • ~ ij I~ ~ 24' WATERPROOF MEMBRANE OVER PLYWOOD .. 4, .... ~ =' • ·_, ___ . _· ~---~ r ~ ij l~I l~I I~ ~ ~ ~ EXISTING CONCRETE SLAB BENT 4-6 r PLYWOOD FLOOR BENT 6-7 ·-~ ij ~~ ~ ~ r REPA R SECT ON AT BENT SCALE: 1" = 2' -0" ~-·--~ ~ I ij ij ~ ~ ~ ij ~ 24' WATERPROOF MEMBRANE OVER PLYWOOD -~ . . "4 .• .... .... ~ • -·-~ ~ -~ --::e; ij ij ij ij ~ ~ ~ ~ ~ ~ REMOVE ALL SHEET METAL CEILING AND INSTALL NEW ~-1/2" ACX CEILING. ATTACH ~ ~ , __ , --~ -~ ij ij ~ ~ ~ ~ .• . ·~~' =-----=""· ~ ~ ij ij ~~ ~ ~ ~ ~ ~ . • . -~,4 ' -~ ~ ij ij ~ ~~ ~ ~ i I I \ ' ' ~-~ f ,~ I \ ' I I I I I I I I ,__ __ DECORATIVE PILE <-----, • -~ I / / '-/ - WATERPROOFING NOTES: EXISTING DECORATIVE POST -I 1 PLYWOOD WITH SS #12 x 22" @ 6" o.c. 1. MATERIALS FOR WATERPROOFING SHALL BE DEX-0-TEX NEOBOND II AS MANUFACTURED BY CROSSFIELD PRODUCTS CORPORATION, RANCHO DOMINGUEWZ, CA. 2. CAULK ALL 3/4" PLYWOOD JOINTS WITH SEALANT PRIOR TO APPLICATION OF MEMBRANE. 3. APPLY BONDCOAT, LIQUID RUBBER MEMBRANE, AND EMBEDDED REINFORCING FABRIC PER MANUFACTURER'S RECOMMENDATIONS. 4• CURE MEMBRANCE PER MANUFACTURER'S RECOMMENDATIONS PRIOR TO PLACING CONCRETE DECK OVER MEMBRANE. 5. 6. 7. IF SPECIFIED LAG BOLTS OR DRIFT PINS ARE INSTALLED AFTER MEMBRANE PLACEMENT, APPLY A SECOND COAT OF NEOBOND II AFTER ALL BOLTS OR PINS ARE IN PLACE. MINIMUM LIQUID MEMBRANE THICKNESS SHALL BE 40 MILS DFT. OVERLAP ALL SEAMS A MINIMUM OF SIX (6) INCHES. WATERPROOF NG Dt TAil IN PIPING TR NCH SCALE: 1" = 1 '-0" Prepared by: NOBLE CONSULTANTS, INC. C-3312 APPROVED REHAB,LITATION OF NEWPORT P1ER 2201 DUPONT DRIVE, SUITE 620 I----+--+------------+-----< IRVINE, CA. 92715 aTY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (F,IX) DAlE !----+---+------------+------< -=::;:::=--=-- or.CK wA--RPROO "NG □rTAIL DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH -5158-S 1--~-~-----------+--+c=H=Ec=KED~--1cD~ATE~-----, ------1 REVISIONS PUBLIC WORKS DEPARTMENT I SHEET 21 OF 37 L EXISTING DOUBLE DOORS PLACE 3/4" PLYWOOD OVER FULL DECK WIDTH INCLUDING UNDER PIPING UTILITY TRENCH. DOOR CAULK ALL PLYWOOD JOINTS WITH SEALANT DECORATIVE PILE NOTE: STRINGERS NOT SHOWN FOR CLARITY. EXTEND WATERPROOF MEMBRANE ONLY IN PIPING TRENCH TO NORTH EDGE OF BENT NO. 3 FURNISH AND INSTALL GUTTER AND DOWNSPOUT TO EXTERIOR OF DECORATIVE PILE WALL AT SAND LEVEL AT NORTH EDGE OF BENT NO 3 TO INTERCEPT ALL DRAINAGE FROM PIPING TRENCH REPAIR PLAN DETAIL SCALE: 1" = 5' -0" WATERPROOFING NOTES: 1. MATERIALS FOR WATERPROOFING SHALL BE DEX-0-TEX NEOBOND II AS MANUFACTURED BY CROSSFIELD PRODUCTS CORPORATION, RANCHO DOMINGUEWZ, CA. 2. CAULK ALL 3/4" PLYWOOD JOINTS WITH SEALANT PRIOR TO APPLICATION OF MEMBRANE. 3. APPLY BONDCOAT, LIQUID RUBBER MEMBRANE, AND EMBEDDED REINFORCING FABRIC PER MANUFACTURER'S RECOMMENDATIONS. 4-CURE MEMBRANCE PER MANUFACTURER'S RECOMMENDATIONS PRIOR TO PLACING CONCRETE DECK OVER MEMBRANE. 5-IF SPECIFIED LAG BOLTS OR DRIFT PINS ARE INSTALLED AFTER MEMBRANE PLACEMENT, APPLY A SECOND COAT OF NEOBOND II AFTER ALL BOLTS OR PINS ARE IN PLACE. 6. 7. MINIMUM LIQUID MEMBRANE THICKNESS SHALL BE 40 MILS DFT. OVERLAP ALL SEAMS A MINIMUM OF SIX (6) INCHES. CONCRETE DECK OVER MEMBRANE LM-60 FLUID-APPLIED ~ URETHANE WATER PROOFING SYSYEM DEX O TEX ~ffOBOND II 1NATERPROOF MEMBRA~JE OVER PLYWOOD LM-60 FLUID-APPLIED ~ URETHANE WATER PROOFING SYSYEM ---- DD( 0 TD( tq[QBOtW II 191EtvlDRAtq[ 3/4" TREATED PLYWOOD SET TO CLEAR PIPING NOTCH AND CAULK AROUND-~ ALL SPLICE PLATES -i---EDGE STRINGER i----DECORATIVE PILE WATERPROOFING DETAIL IN PIPING TRENCH SCALE: 1" = 1 '-0" EXISTING DECORATIVE POST --- 24' WATERPROOF MEMBRANE OVER PLYWOOD 4 • • ·4 4 . <I 4, • 4. 'i:f 4 REMOVE ALL SHEET METAL CEILING AND INSTALL NEW 1/2" ACX CEILING. ATTACH PLYWOOD WITH SS #12 x ~" @ 6" 0.C. EXISTING CONCRETE SLAB BENT 4-6 PLYWOOD FLOOR BENT 6-7 24' WATERPROOF MEMBRANE OVER PLYWOOD REMOVE ALL SHEET METAL CEILING AND INSTALL NEW ~-1/2" ACX CEILING. ATTACH PLYWOOD WITH SS # 12 x 2~ .. @ 6" O.C. -· 4 -· 4 / / _, ----DECORATIVE PILE ---- _, I / / REPAIR SECTION AT BAY SCALE: 1" = 2' -0" Prepared by: NOBLE CONSULTANTS, INC. I AS BUil TI C-3312 APPROVED REHABILITATION OF NEWPORT PIER 2201 DUPONT DRIVE, SUITE 620 I----+--+------------+------< IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (FAX) & 7/01/02 AS BUILT DAlE DECK WATERPROOFING DETAIL DAlE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1--~-~-----------+--+----+--------< REIIISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT SHEET 21 Of 38 2' -9" --¥~"=---------------------41 POSTS @ 8' -0"=320' --------------------------r ~ 6'-11" I ,,, . n •-• rL., ,,, . ,,, . • n • a • • I] • ,_,\_, ,,,_, ,,, ,. >- / ci-• • □-• r _,-. . a . 'i,J • • u • CJ • •-u . _,-, ..,-, " •• • l:J • ___ .,... -----' ----· • . o" ,,n '2. · ~siS @ e, -2'-3" _.,,J£_.----'t---t~-----------------------51 POSTS @8' -0"=400' ------------------------"-~-'------------ii' a-•e---\0 \? ~ F._ 7' -9" -if~f---P01,TS @8' -0"=88' I, L, 3' -9" TYP ALL 3' -6" -·Pl~~~-~,-~ -----,1,-.1-.f',.-I" 3' -6" OUTSIDE CORNERS ~ 00 00 /4()) /45) LOCATE POSTS TO ---·1 f 2_• _ 7" ~ Y Y Y Y CLEAR STRINGERS -T#--------+-1 -----------------+-1 -------50 POSTS @ 8' -0"=392' --<1~-----------------<1----------#-~..,,.i;~ 4' } __ _,,_4'-3 1 •-I . n...... ,_,,__, . n.....,,~~~-1,~~--n.... ,,, ,,~~•~~-~~, .J _,_, ,, . . n......___.__n_, ._n___, I n_,_,_,~~-17=t -~J 4, _09,,,, J I 10 POSTS @ I I 8'-0"=72' I . LOCATE TO : ICLEAR STRINGERS 5 POST @ 8'-0"=32' 3 POSTS @ 5'-11 '=11 '-11" DF 6x6 POST MITER TOP RAIL \ MITER TOP RAIL DF 3x10 TOP RAIL DF 6x6 POST TOP RAIL NOT SHOWN FOR CLARITY POST 8' ~r=:....,r- L.1 ··~· .. J ·-=~~ -~~I 1· C 22 5'-9" L __________ -1• E ......... ,""-----4•-11" r 5' -2" _..,,..._....,, , ----"oc- DF 3x10 TOP RAIL 7 3 40d NAIL r+-----.,r ,l'------------------------------------53 POST @8'-0"=416' -----------------------------~ • • ----~. .-.-.--' 3' -6" 1 EA RAIL (TYP) 5 POSTS @ 8' -0"=32' @ GuARDRA,L PLAN 2 SCALE: 1" = 20' 5' -2" EXISTING 29· 4" DF 3x 10 TOP RAIL 1"'1~w 1 ----t---DF 3x6 SIDE RAIL (TYP) ~ ~ 1-----1----DF 6x6 POST ~ ~ l •• ~-~ _. '<I . <l . BOLT W/ Ml WASHER GD TYP CAL GUARDRA.L SEC ON 2 2 SCALE: 1 " = 1 ' NOTE: CONTRACTOR SHALL FIELD VERIFY POST LAYOUT AND SUBMIT SHOP DRAWING TO ENGINEER FOR APPROVAL. AIL 3 40d N EA PO ST ~ r, 8" ~ ~ ,, , • " . /2 8" 1/4 + , -11 11- " 7 G •• . . _ L -L · · .. '!, o : I . I 0 I I I ~ -~ DEMOLISH EXISTING GUARDRAIL s'-o" MAX 40d NAIL EA POST 40d NAIL EA SPLICE -~----.-• " • A . •. • " • " ... • 4 " <l • " • .• • <l " • :. . __ A. ~ yp CAL GUARDRA,L f RONr f L ·vArlO\J SCALE: 1 " = 1 ' , , r6 40d ... . . " " . ,,-. -1 11111---:-;- . •. 4 . . .•·. .1·-. •. -• - @ I I I I 0 I - NAIL EA SPLICE EXISTING POST 1 '-2" 1'-2" 6" 1 3 42"x16"T SS EXTRA HEAVYWEIGHT SECURITY HINGE FULL MORTISE TO POST AND GATE 3 REQ'D Prepared by: ATTACH 3x10 TO 3x6 WITH SS 1 L3x3x4" AND SS LAG SCREWS ,_ _____ 4' CLEAR _____ ..,v -3'-11" ~ -----------~11 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. 11.111 FIXED STAPLE 11+1>----+--HASP TO ACCEPT CITY 1,,-,,-m-,-1i FURNISHED PADLOCK 11111r-DF 3x6 . <l . . . -1111 ~----------0 --~ ~ @--~ L__J EID YDRAN ACC ss GAT D r All SCALE: 1" = 1 ' APPROVED LOCATE NEW DF 6x6 POST 1 L4x4x4" GATE STOP AND GATE SUPPORT 1 WITH 2 SS 4"¢x3" LAG SCREWS (2}) ATTACH 3x6 RAILS TO 3x6 ENDS 1 WITH SS 4"x6" LAG SCREWS . 2 REQ'D ALL CONTACT POINTS. NOTE: CENTER GATE OPENING AT CENTER OF HYDRANT C-3312 REHABILITATION OF NEWPORT PIER 2201 DUPONT DRIVE, SUITE 620 >----+--+------------+--< CITY ENGINEER ADDITIVE: BID ITEM #3: NOBLE CONSULTANTS, INC. IRVINE, CA. 92715 949-752-1530 949-752-8381 (FAX) R.C.E. NO. DATE DATE BY DESCRIPTION APP'D. DESIGNED DRAWN RE"1SIONS CHECKED DATE 1--~-~---------~--+--==~--tc---c~----1 Nrw GUARDRA"" Dr~All CITY OF NEWPORT BEACH H-5158-s PUBLIC WORKS DEPARTMENT !SHEET 22 OF 37 L 7'-3' 2' -9" --¥~"=---------------------41 POSTS @ 8' -0"=320' ---------------------------¥ DF 6x6 POST \ 5'-7" 5 POST @ 8' -0"=32' 2'-7" t 4' -3" 6'-11" q) 1 pos15 @ I g Cfp TYP ALL OUTSIDE CORNERS (35) (4Q) C45) LOCATE POSTS TO _____ 1 ey> I 'y' 'f' 'f' CLEAR STRINGERS --""~ ---+--------------------+-1 -------50 POSTS @ 8' -0"=392' --+--------------------<----------;!'-+-4' } I I 4'~ INSTALL NEW FISH CUTTING BOARDS AND SUPPORT BRACKETS TO MATCH EXISTING LOCATIONS-~ 3 POSTS @ 5' -11 '= 11 '-11 " r-E----------,-,,r ~'------------------------------------53 POST @8' -0"=416' ---------------------------------7"' 5 POSTS @ 8' -0"=32' DF 3x10 TOP RAIL 29' 4" ---+---DF 3x6 SIDE RAIL (TYP) 5'-2" ~ ~-• BOLT W/ Ml WASHER NOTE: CONTRACTOR SHALL FIELD VERIFY POST LAYOUT AND SUBMIT SHOP DRAWING TO ENGINEER FOR APPROVAL. AIL 3 40d N EA PO ST :-. !' 8" ~ ~ 8" + •• .. , , ~ • /2 ,,,,,--4 ~ 11 11 4 1 1· .. 'I, 0 : ' . ' ' o· ' DEMOLISH EXISTING GUARDRAIL 8' -0" MAX 40d NAIL EA POST 40d NAIL EA SPLICE A .. . • ·4 .. 4 4 4 • • . . 4 •. -: • ,d • .. .4 • " 4 • .. • 1 4· ;, .. .• ~ , r6 • • •• - I 11 LI• • .4 • I . . @ @ 40d NAIL EA SPLICE EXISTING POST 1 '-2" 11-2" 6" 1~ 4:z"x16"T SS EXTRA HEAVYWEIGHT SECURITY HINGE FULL MORTISE TO POST AND GATE 3 REQ'D I I I -~--1 I I I I I -~ -I I L ___________ _ 4'-11" ATTACH 3x10 TO 3x6 WITH SS 1 L3x3x4" AND SS LAG SCREWS 10 POSTS @ 8'-0"=72' LOCATE TO CLEAR STRINGERS 3'-6" J {-,._ _____ 4' CLEAR _____ ..,,,I, t----3'-11" -~~ MITER TOP RAIL DF 3x10 TOP RAIL DF 6x6 POST TOP RAIL NOT SHOWN FOR CLARITY OUTSIDE EID ~C~L~:N1~~ 1~ETAIL MITER TOP RAIL DF 3x10 TOP RAIL 3 40d NAIL EA RAIL (TYP) INSIDE CORNER DETAIL SCALE: 1 " = 1 ' 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. FIXED STAPLE ----+--HASP TO ACCEPT CITY ll-nr,,nTTrll FURNISHED PADLOCK 1~---DF 3x6 1-------------------l O 1------1 1-------------------l O 1-------1 LOCATE NEW DF 6x6 POST 1 L4x4x4" GATE STOP AND GATE SUPPORT 1 WITH 2 SS 4"¢x3" LAG SCREWS G~) ATTACH 3x6 RAILS TO 3x6 ENDS 1 WITH SS 4"x6" LAG SCREWS. 2 REQ'D ALL CONTACT POINTS. NOTE: CENTER GATE OPENING AT CENTER OF HYDRANT EXISTING EDGE STRINGER TYPICAL GUARDRAIL SECTION SCALE: 1 " = 1 ' Prepared by: NOBLE CONSULTANTS, INC. (ID ~c:~:R~N=T 1~CCESS GATE DETAIL & NOT APPLICABLE I AS BU IL T I 2201 DUPONT DRIVE, SUITE 620 >----+--+------------+--< IRVINE, CA. 9271 5 949-752-1530 949-752-8381 (FAX) APPROVED CITY ENGINEER R.C.E. NO. DATE C-3312 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S >--~-~---------~------+-------< RE"1SIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 22 OF 38 I. L . ~ 2"-" ' • 2"-1"" ~ ...... 2" . ,,. i 0 0 . 0 i 2@6" I . , 8" 3' -8" ; I I I I I I I I I I I ' k 1 , 0 0 ' ,,,-------1 /2" IE. v o I/ 1 ' ---+----0 ---------t--1 NOTE: FABRICATE INTERIOR STRINGER BENT It:> SIMILAR FOR USE AT BENT NO. 5. SEE (4\ 8" -----J-·--2@6" • ,, 1, 2" , , ~ NTER OR STRINGER SPLICE PLATE 1 ALL HOLES 1-fo"¢ FOR 1 "¢ BOLTS SCALE: 1 " = 6" 2" k ~ 7J 7J " ' 1 /2" PLATE ~ t ' t"t¢ HOLE FOR 3/4"¢ LAG BOLT~ 'o u 1 o" -it:> PER lD ~ 8" t 1'-1i' f p" ======1 ' ' [; , 2" -f""-1"~ 6" -1-,II-"'---6" -1,JC-"---1 '-4" ---~1..__ 6" -1.Ji<-"-6" -1 ..... "-1--2" { 3'-8" ---------------,rt NOTE: ,r'2'\ X R OR STRING[ R SPl Cf p ATE WELD ALL 1/2" PLATE EDGE TO PLATE I' 2 3 I SCALE: 1 " = 6" _'/ SURFACE CONTACT AREAS WITH 1/4" FILLET WELD FULL LENGTH BOTH SIDES UNO 1/4 1, 9" t., • • 11" 1; [;3,>___Y3" 1; 1; 11" '2 , • 7T' • ' 2 13/16"¢ HOLE FOR 3/ 4"¢ LAG BOLT (1YP) 1~"---. • ~ ~..--GUSSET PLATE AND (1\ ' -v-V BASE SIMILIAR TO ~ 107" 10" FIELD~ VERIFY / -<'.'.::\ 2" - @ EX~ER OR S R NGER SPLICE PLATE BENT NO. 4 23 SCALE: 1" = 6" BENT It:> PER (~) \.. 107" FIELD 0 13/16"¢ HOLE FOR 3/ 4"¢ LAG BOLT (1YP) GUSSET PLATE AND (1\ BASE SIMILIAR TO ~ VERIFY-------~ ~~~ .. ~=8=;1='=,,==;:~==6= .. =I1~k ==6,=, ==;::ik~k 2" _..-<._V -,~IY-4 -~1-1 1 7J" 7 \ -----------~ 6 " 4 n 6"~ 2"-~ ALL PLATE 1 /2" NOTE: WELD ALL 1 /2" PLATE EDGE TO PLATE SURFACE CONTACT AREAS WITH 1/4" FILLET WELD FULL LENGTH BOTH SIDES UNO 1/4 ALL PLATE 1 /2" NOTE: WELD ALL 1 /2" PLATE EDGE TO PLATE SURFACE CONTACT AREAS WITH 1/4" FILLET WELD FULL LENGTH BOTH SIDES UNO 1/4 NOTES: ;Ii£.._ _________________ 5' -------------------;,..,r" , 1. WELD ALL 1 /2" PLATE EDGE TO PLATE SURFACE CONTACT AREAS WITH 1/4" FILLET WELD FULL LENGTH BOTH SIDES UNO 2" ~-----+------ 11 11 11 ::; LI.---'-'~ I , , i i 5" ~ 3", L t-6" -,-,11-1; __________ 5 HOLES @ 1 '-0" O.C. 0 0 f5\ OP STAIR BRACKlT ~ SCALE: 1" = O' -6" n ___ J JJ ____________ _ L __ _ ' ... 0 1 o" 0 • ... 4" 4 C L__'--1--------+N~, = } 2" .,~1 ---7" -------,1,1r" 2" .;~ 13 0 0 I I I I 3 -'lo"¢ HOLES FOR 4"¢ BOLT (6\ L4x4x1 /2" BOTTOM STAIR CLP ~ SCALE: 1" = 3" Prepared by: 0 0 1/4 -----I ---r \:: " I I 6 2. ALL HOLES 13/16"¢ FOR 3/4"¢ BOLTS II --4 11 u•u...•-~ 3. ALL PLATE 1 /2" 0 1 '-4i" I' I / 1, 4" I/~ I ~ ~·~,,---f---O~J ,_L,,.....__,_.,,.__""--<CP 91" 2 . 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 1YPE 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 ALUMINUM EXTRUSIONS SHALL BE 6061-T6 OR 6063-T6 ALLOY. ALL MATERIAL SHALL BE 0.125" THICK MINIMUM. 6. ALL WELDED CONNECTIONS SHALL BE MINIMUM 1/4" FILLET WELDS ALL AROUND. GRIND WELDED JOINTS SMOOTH FOR VISUAL APPEARANCE. 7. 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. 8. CAP ALL EXPOSED ENDS OF ALUMINUM TUBE EXCEPT PICKETS WITH 0.125" PLATE WELD FLUSH TO MATCH. 9. ALL WELDING PROCEDURES AND INSPECTION SHALL BE IN ACCORDANCE WITH ANSI/AWS D1 .1-98. USE E70xx LOW HYDROGEN ELECTRODES OR EQUIVALENT WIRE. 10. SUBMIT SHOP DRAWINGS TO Cl1Y ENGINEER FOR APPROVAL PRIOR TO FABRICATING ANY METAL. C-3312 APPROVED REHAB1LITATION OF NEWPORT P1ER NOBLE 2201 DUPONT DRIVE, SUITE 620 l----l------1-------------+-------, IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. CONSULTANTS, INC. 949-752-1 530 949-752-8381 (FAX) 1----1------1-------------+--DAlE -==;:::=----:-- 1---D-A_lE--'-B-Y_j__ ____ DE_SC_RI_PTI_ON ____ __J_AP_P'_D.+D""E-;c;SIG:;;;NEc.c-D-----t;Dc;cRA;;cWN-------j CITY OF NEWPORT BEACH __ -5_1_5_8-_S---t REVISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT !SHEET 23 OF 37 I. L ,., . 3' -8" i 0 0 I I I I I I 0 0 ' ,,,-------1 / 2" IE_ v o I/ 1 ' • 0 2t1_ I' . ~" I I I I I ' k ---+----0 ---------t--1 NOTE: FABRICATE INTERIOR STRINGER BENT le SIMILAR FOR USE AT BENT NO. 5. SEE (4\ 2" ., ., 2@6" I I 8" 8" 1 -----J-·--2@6" • . . ,"l\ INTERIOR STRINGER SPLICE PLATE ~ SCALE: 1" = 6" ,, l..f 2" , , '0J 1 ALL HOLES 1-fo"l!I FOR 1 "111 BOLTS 2" k ~ ~ ~ .. • 1 /2" PLATE ~ t ' ij0 HOLE FOR 3/ 4"0 LAG BOLT~ 'o 1 o" u ~2" -le PER lD '0J f p" ======1 8" ¾ 1'-1i' ' .. 2" -f'7f---;//7r~ 6" -1-,11-V'--6" -1,JC-V ___ 1 , -4" ----,11V<--6" -1-1-V-6" _1,,_V_f __ 2" ,f 3'-8" ---------------,rt ' [; ., @223 SECXALTEE: R1''10=R6''STRINGER SPLICE PLATE NOTE: WELD ALL 1 /2" PLATE EDGE TO PLATE SURFACE CONTACT AREAS WITH 1/4" FILLET WELD FULL LENGTH BOTH SIDES UNO BENT le PER @ ,., 9" [; , --,'II' 11 " 1; 1; 3 ·~" ,., 1; 1 l" 1Z ' ., T • , 2 13/16"0 HOLE FOR 3/ 4"111 LAG BOLT (TYP) 1:t'--=' ,..,,,.,---GUSSET PLATE AND LD • _i u ~ BASE SIMILIAR TO '0J 107" 10" / FIELD ~ ....-i VERIFY ~ 11 107" FIELD _, ~ 6"~ .. ~ ,,.., o -----_:;.., 6 .. _ .. .._11-----K 3 .. y ------:::::::::----v..--~ 41 6 i-------------'\ \J .. -------- 1 '-4" - 3' -8" 13/16"0 HOLE FOR 3/ 4"111 LAG BOLT (TYP) GUSSET PLATE AND lD BASE SIMILIAR TO '0J VER I FY ----...., j----Q _ 0 J_' It 6" Ii It 2" 1 7f 1 2" 1/4 ALL PLATE 1 /2" NOTE: WELD ALL 1 /2" PLATE EDGE TO PLATE SURFACE CONTACT AREAS WITH 1/4" FILLET WELD FULL LENGTH BOTH SIDES UNO 1/4 ALL PLATE 1 /2" NOTE: WELD ALL 1 /2" PLATE EDGE TO PLATE SURFACE CONTACT AREAS WITH 1/4" FILLET WELD FULL LENGTH BOTH SIDES UNO 1/4 NOTES: ;'-'£.._ _________________ 5' -------------------;,.,r-' ' 1. WELD ALL 1 /2" PLATE EDGE TO PLATE SURFACE CONTACT AREAS WITH 1/4" FILLET WELD FULL LENGTH BOTH SIDES UNO 2" ~-----+------ 11 11 11 ::; LI.---'-'~ I , , ., ., 5" ~ 3" _,L ' t-6" -,-,11-1; __________ 5 HOLES @ 1 '-0" O.C. I' ' ... 0 0 0 1 o" 0 0 0 • ... f5' TOP STAIR BRACKET \23, I . SCALE: 111 = o'-6" n ___ JJJ ____________ _ 4" 4 CL__"+-------+N~ } 2 n 7, !£'---7" ----.1,11<'-1 2 n • ~ L __ _ --f-- - I I I I r ~~-13 3 16"0 HOLES FOR 4"0 BOLT "t)\ L4x4x 1 /2" BOTTOM STAIR CLIP @ SCALE: 1" = 3" Prepared by: 0 0 1/4 -----I ---r \:: " I I 6 2. ALL HOLES 13/16"0 FOR 3/4"0 BOLTS U!U...!-~--4 3. ALL PLATE 1 /2" 1) 1 •-4l" 91" 2 . 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 ALUMINUM EXTRUSIONS SHALL BE 6061-T6 OR 6063-T6 ALLOY. ALL MATERIAL SHALL BE 0.125" THICK MINIMUM. 6. ALL WELDED CONNECTIONS SHALL BE MINIMUM 1 / 4" FILLET WELDS ALL AROUND. GRIND WELDED JOINTS SMOOTH FOR VISUAL APPEARANCE. 7. 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. 8. CAP ALL EXPOSED ENDS OF ALUMINUM TUBE EXCEPT PICKETS WITH 0.125" PLATE WELD FLUSH TO MATCH. 9. ALL WELDING PROCEDURES AND INSPECTION SHALL BE IN ACCORDANCE WITH ANSI/AWS D1 .1-98. USE E70xx LOW HYDROGEN ELECTRODES OR EQUIVALENT WIRE. 10. SUBMIT SHOP DRAWINGS TO CITY ENGINEER FOR APPROVAL PRIOR TO FABRICATING ANY METAL. I AS BUILT I C-3312 APPROVED REHABILITATION OF NEWPORT PIER NOBLE 2201 DUPONT DRIVE, SUITE 620 1----1-----1------------+-----, IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. CONSULTANTS, INC. 949-752-1530 949-752-8381 (FAX) DATE FABRICATED METAL ITEMS DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S l-------'----l-------------'-----+===---+.:-:-:=--------1 REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 23 Of 38 DATE BY L ,f-2" --+------8" -------,IF-2" ,It 6" 1, ______ ____,,I, ~-----1 rr 4" L }~2 .. --+-----------+-~2 .. * k 1 J ' 6" 9 16"1,'J HOLES 1 FOR 2"1,'J BOLTS ALL HOLES 9/16"1,'J FOR 1 /2 "1,'J BOLTS t 2~" -f--5" T 5" 9/16"1,'J HOLES FOR 1/2"1,'J CARRIAGE BOLT 1~--------_-----~- ALL HOLES 13/16"1,'J FOR 3/4"1,'J BOLT @ L3 1 /2"x 5"x3/8" STAIR CLIP 24 SCALE: 1" = 3" t-g" 0 4" 2" 4" IF-k ___ 4" ___ 1, 1 1 ~-----~ MATERIAL SHALL BE 1YPE 316 STAINLESS STEEL PER ASTM A 167 HOLES FOR 1/2"1,'J LAG BOLT (1YP) 3" L4x4x1/4" GATE SUPPORT/GATE STOP SCALE: 1 " = 2" NOTES: 1. ALUMINUM SHALL BE 6061-T6 CONFORMING TO ASTM B 632. 2. ALUMINUM FINISH SHALL BE 2 MIL HARD COAT ANODIZED CONFORMING TO AA-M 12-C22-A41. COLOR SHALL BE NATURAL, SILVER GRAY. 3. ALL PLATE SHALL HAVE RAISED DIAMOND PATTERN FOR SLIP RESISTANCE. 7 5 16"1,'J HOLES FOR 8"1,'J BOLTS 1 / 4" t 1 " ,__ __ LENGTH VARIES g WELD DETAIL 6" 1/4 FENCE SUPPORT SCALE: 1 " = 2" 1 ALL HOLES 1 fo"l,'J FOR 1 "1,'J BOLTS 3' T 4" ~ -- +3" 6" 1 '-3" g" 1 '-2" 0 C p)-~'--~ 1 • -0" 2" \.I ' 0 IF-k ___ g" ___ ...,1, j 1 24 SCALE: 1" = 2' _3__,,1,'J HOLES FOR 1"1,'J LAG BOLTS (1YP) 16 4 ,_k _____ 1 • -2" ____ ____,,11, 1 SEE DETAIL @ 0 CENTER EA END OF ROD IN PLATE ~"l,'J x 1 '-2 ~"± ROD 9/16"1,'J FOR 1/2"1,'J BOLT EDGE STRINGER SIDE ~ 4' ~ ~ , , ~ ' 0 0 0 0 0 1 " 2 - Ill// \\\\\ 1 ~ .. Ill// - 4 • 0 0 0 0 0 ' . ' 2" 1., ,., 11 " I; 11 " I; 1 1 " I; 11 " ., I; 'I ' ' ' ' • 'I 2" CONCRETE DECK SIDE NOTE: CUSTOM FIT PIECES FOR CHANGE IN TRENCH ALIGNMENT AT BENT NO. 5 TAP ALL HOLES FOR FOR 1 / 4"1,'J ROUND HEAD WOOD SCREW (1YP) UTILITY TRENCH COVER ft SCALE: 1" = 6" FISH CUTTING BOARD SUPPORT I AS BUILT I C-3312 APPROVED SCALE: 1 " = 4" Prepared by: NOBLE CONSULTANTS, INC. REHABILITATION OF NEWPORT PIER 2201 DUPONT DRIVE, SUITE 620 I---+--+------------+--< IRVINE, CA. 9271 5 CITY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (FAX) 7/01/02 JTM &, AS BUILT DAlE FABRICATED METAL ITEMS DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1---~-~-----------+--+-----+-------< REIIISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT SHEET 24 OF 37 L ,f-2" ,If----8" -------,IF-2" ,r' 6" 1• ______ _,,v ~-----1 rr 4" L ,r-~2 .. --+-----------+-~2 .. -t k 1 J ' 6" 9 16"¢ HOLES 1 FOR 2"¢ BOLTS ALL HOLES 9/16"¢ FOR 1/2"¢ BOLTS T 5" 9/16"1!1 HOLES FOR 1/2"¢ CARRIAGE BOLT 1~--------_-----~- ALL HOLES 13/16"1!1 FOR 3/4"¢ BOLT @ L3 1 /2"x 5"x3/8" STAIR CLIP SCALE: 1 " = 3" t-g" 0 4" 4" 2" MATERIAL SHALL BE TYPE 316 STAINLESS STEEL PER ASTM A 167 HOLES FOR 1/2"¢ LAG BOLT (lYP) NOTES: 3" 1. ALUMINUM SHALL BE 6063-T6 CONFORMING TO ASTM B 221. 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. 7 5 16"¢ HOLES FOR 8"¢ BOLTS 1 / 4" I: 1 " ----LENGTH VARIES g WELD DETAIL 6" 1/4 FENCE SUPPORT SCALE: 1 " = 2" 1 ALL HOLES 1 1 6"¢ FOR 1 "¢ BOLTS , I; 3' , 4" 0 0 0 0 f----~------------------------------------ 3" ✓ ~6" i 1 '-3" ; 9" , , @ L4x4x1 /2" PILE STRAP 24 SCALE: 1" = 6" , ; 3" 1'-2" 0 CP)-L-.c''------~ 1 '-0" 2" \.I ' 0 ,/F-k ___ 9 .. ___ ...,v j 1 24 SCALE: 1" = 2' _3__.,0 HOLES FOR 1"0 LAG BOLTS (lYP) 16 4 ,_k _____ 1 • -2" -------#1v 1 SEE DETAIL 0 CENTER EA END OF ROD IN PLATE 1 3 2"¢ x 1 • -2 8"± ROD 9/16"¢ FOR 1/2"¢ BOLT EDGE STRINGER SIDE I; 4' I; ~ , , ~ ' 0 0 0 0 0 1 " 2 - Ill// \\\\\ -1~" //Ill 4 • 0 0 0 0 0 ' . ' 2" I; ,., 11 " I; 1 1 " I; 1 1 " I; 11 " ., l.1 'I ' ' ' ' ' 'I 2" CONCRETE DECK SIDE NOTE: CUSTOM FIT PIECES FOR CHANGE IN TRENCH ALIGNMENT AT BENT NO. 5 TAP ALL HOLES FOR FOR 1 / 4"0 ROUND HEAD WOOD SCREW (lYP) UTILITY TRENCH COVER ft SCALE: 1 " = 6" FISH CUTTING BOARD SUPPORT I AS BUil T I C-3312 APPROVED SCALE: 1" = 4" Prepared by: NOBLE CONSULTANTS, INC. REHABILITATION OF NEWPORT PIER 2201 DUPONT DRIVE, SUITE 620 1----+--+------------+----l IRVINE, CA. 92715 CITY ENGINEER R.C.E. NO. 949-752-1530 949-752-8381 (FAX) DATE FABRICATED METAL ITEMS DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH H-5158-S 1---~--+------------+----lf------+-------l REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 24 Of 38