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Home My WebLink AboutH_5149_SCi d > I ~ w :c ~ ti IDINS AVE. l..&.J -+---11--.:::::=---...:::.::.....,-----t-m z 0 f- (!) ~ ;:: ~ i z is ~ ii! L,_ 0 >-f-u CITY OF COSTA "' MESA 0 w !1i :c VICTORlA 19TH ST. ORN>IGE COAST COLLEGE BPKER d "' ORN>IGE CO. F IJRGROI/NOS EWPORJ,~~"'-: BAY ;, ;, ITY 0 WP a:: :::, :I: ,_ !;;i IN VERS lY 1 e i CITY OF IRVINE U.C.I. RD DOKKEN ENGINEERING MATTHEW W. SALVESON No. 56351 03/31/0 CIVI 3914 MURPHY CANYON RD, Suite A-153 OF c~ SAN DIEGO, CALIFORNIA 92123 PUBL C WORKS DEPARTMENT CALTRNvS ST NvDARD PLANS DATED JULY, /992 Sheet No. Tltle Abbreviations Symbols 0-INDICATES ilREA SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE SYMBOL LEGEND • 0 POWER POLE MANHOLE tf FIRE HYDRANT D t.tETER BOX --@--VALVE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE ===:::: BLOCKWALL 0 O{J TREE SHRUBBERY .,,,. .,,, = .,,,_ ASPHALT PAVEMENT ::; :;:;:;:::::)/: BRICKWALK 1·=-. ·.:._:·_::'<:I CONCRETE ~/f/ CC/ ff/ a BUILDING - - - -EXISTING CONSTRUCTION - - - -PROPERTY LINE ----NEW CONSTRUCTION ---'t_---CENTERLINE ----S----SEWER LINE ------W-WATER LINE ---G-- -GAS LINE -E--POWER LINE -TEL-TELEPHONE LINE -TV-CAflLEVISION LINE -SP-SPRINKLER SYSTEM :n: STREET LIGHT SEISMIC ~/ ·, . } e . 4 ·--~ : • ?~_-~~~Ji~ -'-· ,.o~·-., -s,~-.. EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.l COUNTY SANITATION DISTRICTS COMCAST CABLEVISION 634-0251 895-0221 611 644-3011 962-2411 542-6222, 542-3975 AFTER 6=00 PM AIDA A/OB A62C RETROFIT OF BALBOA ISLAND BRIDGE 86-2/ T-3 Umlts of Payment For Excavation And Backf!/I Bridge Joint Seals (Maximum Movement Rating = 2' J Temporary Ra!llng (Type K) APPROVED C 3212 STPLZ-5151(003) DATE Nov /2. /.9;)8 PUBLIC WORKS DIRECTOR NEWPORT HARROR HS • s~w -;;o;r 1 LEXINGTON Cllr _ z_Pl.YMOUTI-1 AV ~ ••----~ CAMllRlOG£ WY- 4 REI/ERE WY. 5.cotlCOJIO m ccW p: BALBOA ISLAND BRIDGE--__, LOCATION MAP NOT TO SCALE AS BUILT CONTRACT NO. DATE CORRECTIONS BY C-3212 ~ Standard plan smet no. ~Deta!lno. INDEX TO PLANS Smet No. Tltle I Title Sheet Balboa Island Bridge 2 Workslte Traffic Control Plan Stage I 3 Workslte Traffic Control Plan Stage 2 4 Utll!ty Plan 5 General Plan 6 Foundation Plan 7 Construction Sequence 8 Bent Deta!ls No. I 9 Bent Deta!ls No. 2 JO Bent Deta!ls No. 3 II Bent Deta!ls No. 4 12 Shear Key Deta!ls No. I 13 Shear Key Deta!ls No. 2 /4 Shear Key Deta!ls No. 3 /5 Spall And Crack Repair /6 Archltectural Deta!ls No. I 17 Archltectural Deta!ls No. 2 18 Lo of Test Borings !Ba Electrlcal Detalls Per Addendum No. I dated 11125198 STPLZ-5151 (003) 7/22/99 RICH FITTERER DOKKEN ENGINEERING TITLE SHEET C-3212 DWG. NO. H-5149-S SHT t OF 18 TI \;: z I Q r Q " n s Q ~ ~ m " ~ ' • ' ' ~ a a z ' < ' ~ . ' " C 0 ' ~ " ' ~ z _m 0 ► C a 1, ;; ► -l -•' ;j: ~ en 'S ~ G- z C ~ OJ m JJ 0 JJ ~ z GJ z C :s: tIJ m JJ ! --- 0 JJ ~ z GJ SIDEWALK CLOSED AHEAD , 4x4 post left in place per City's request USE OTHER SIDE • I SIDEWALK CLOSED I C18 It 100' GENERAL NOTES: 1. THIS DETOUR PLAN IS FOR LANE CLOSURES ON BALBOA ISLAND BRIDGE DURING THE HOURS OF 9:00 AM TO. 4:00 PM. LANE CLOSURES SHALL NOT BE ALLOWED FROM [M~RC::rl_'.2,~.::_1~9J):J_Q_~Rlt~-~,_-)--L'.0. 1999. LANE CLOSURES SHALL NOT BE ALLOWED AFTER 3:QQ PM ON FRIDAYS. LANE CLOSURE SHALL NOT BE ALLOWED AFTER 3:00 PM ON DAYS IMMEDIATELY PRIOR TO A NATIONAL HOLIDAY. NO LANE CLOSURES SHALL BE ALLOWED FROM JUNE 18, 1999 TO SEPTEMBER 15, 1999. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A CITY STREET TO INST ALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 3. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST FIVE (5) WORKING DAYS IN ADVANCE OF IMPLEMENTING ANY CONSTRUCTION DETOUR. 5. ALL SIGNS, DELINEATORS, BARRICADES, ETC., SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS DATED 1988 AND CALIFORNIA DEPARTMENT OF TRANSPORTATION "MANUAL OF TRAFFIC CONTROL, FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (1990 EDITION), AND THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH, 1996 EDITION). 6. THE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN USE AND TO MAKE ANY NECESSARY CHANGES AS FIELD CONDITIONS MAY WARRANT. 7. DRIVEWAY ACCESS WILL BE MAINTAINED AT ALL TIMES UNLESS A DRIVEWAY ACCESS PLAN HAS BEEN APPROVED BY CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS AND AFFECTED PARTIES NOTIFIED. 8. PRIOR TO THE REMOVAL OF ANY DETOUR, THE WORK AREA WILL BE CLEARED OF ALL MATERIAL AND DEBRIS. 9. FLAGMEN SHALL COORDINATE TRAFFIC OPERATION USING PORT ABLE RADIOS OPERATING ON A PRIVATE FREQUENCY C CITIZEN'S BAND FREQUENCIES ARE NOT ACCEPT ABLE). 10.FLAGMEN SHALL BE PROPERLY DRESSED AND PRECEDED BY PROPER ADVANCE WARNING SIGNS. 11. SEE CITY OF NEWPORT BEACH PLANS H-4951-S AND BRIDGE DETAILS. 12. CONTRACTOR'S WORK AREA ON THE BRIDGE DECK SHALL NOT EXTEND BEYOND THE LIMITS SHOWN. H-5090-S FOR EXISTING / ) ED I'= 40' SIGNS: C18 -ROAD CONSTRUCTION AHEAD C9A -FLAGGER (SYMBOL) C36 -PREPARE TO STOP C30 -LANE CLOSED C13 -END CONSTRUCTION W57(L Tl -LEFT ARROW SYMBOL LEGEND: 1. _ .. _ • PROPOSED STRIPING & MARKINGS. ---------------------- a EXISTING STRIPING & MARKINGS TO REMAIN. = REMOVE STRIPING & MARKINGS. 2. ti = PROPOSED SIGN AND POST. q = EXISTING SIGN AND POST. r~ = REMOVE SIGN AND POST. 3. ....,,. -TYPE Ill BARRICADE WITH FLASHER 4. 1-1 = TYPE II BARRICADE WITH FLASHER 5. • = DELINEATOR 6. r-= FLAGGER 7. @ = SIGNALIZED INTERSECTION 8. a· WORK AREA 9. == = K-RAIL AS BUILT CONTRACT NO. DATE CORRECTIONS BY ) C-3212 -0 0 ... C18..- ATTHEW W. SALVESON 56351 03/31/01 DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Su!te A-153 9A• SAN DIEGO, CALIFORNIA 92123 I SIDEWALK CLOSED I /100• 75' -0 0 .- ti C9A C36• lw > II) ,.... PROJECT FUNDING IDENTIFICATION SIGN. SEE "PROJECT FUNDING IDENTIFICATION SIGN" DETAIL. Ld 0 (/) >- 0 0 ... <f' ,, QJ Dork blue text on white bookgr d fi/4. 3' 3' 3' 3' Logo to be prov lded by----- C tty. White text on red background SEISMIC RETROFIT FUNDED BY FEDERAL HIGHWAY ADMINISTRATION ____ STATE OF CALIFORNIA----' PROJECT ADMINISTERED BY ___ CITY OF NEWPORT BEACH ___ PUBLIC WORKS DEPARTMENT 21 -0• 4' -o· PROJECT FUNDING IDENTIFICATION SIGN No Scale .a C36 .a C9A .a C18 13/., C --~ ----~ IC SIDEWALK CLOSED AHEAD USE OTHER SIDE • . 0 ' ' ..., 'SPECIAL' Sign Notes• I ) Borde, Width = 3/2" . 2 l Borde, Ba, WI dth = o/a" . 3) Corne, Radius= 3". STPLZ-5151 (003) 7/22/99 RICH FITTERER DOKKEN ENGINEERING C-3212 BALBOA ISLAND BRIDGE 1-----+---f---------+-----tp~us~L ,~c =wo=RK~s ~DI R=Ec=To=R -WORKS I TE TRAFF I C CONTROL PLAN RF £ As Bur l -r changes DATE R.E. NO.__ STAGE I DATE BY DESCRIPTION APP' D, DES I GNED DRAWN CITY OF NEWPORT BEACH H-5149-S REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF /8 , I \ ' z C s::: IJJ m Il - D :IJ ~ z G] &_ 4x4 post left in place per City's request C1B It C9Alt 100' GENERAL NOTES: SIDEWALK CLOSED AHEAD USE OTHER SIDE .. l 100' I SIDEWALK CLOSED I 1. THIS DETOUR PLAN IS FOR LANE CLOSURES ON BALBOA ISLAND BRIDGE DURING THE HOURS OF 9=00 AM TO 4:00 PM. LANE CLOSURES SHALL NOT BE ALLOWED FROM iM.Ag~1,___1~_._19~9 :to __ AF'f3l~ __ _§I, -:,--fil 1999. LANCE CLOSURES SHALL NOT BE ALLOWED AFTER 3:00 PM ON FRIDAYS. LANE CLOSURES SHALL NOT BE ALLOWED AFTER 3:00 PM ON DAYS IMMEDIATELY PRIOR TO A NATIONAL HOLIDAY. NO LANE CLOSURES SHALL BE ALLOWED FROM JUNE 18, 1999 TO SEPTEMBER 15, 1999. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A CITY STREET TO INST ALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 3. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST FIVE (5) WORKING DAYS IN ADVANCE OF IMPLEMENTING ANY CONSTRUCTION DETOUR. 5. ALL SIGNS, DELINEATORS, BARRICADES, ETC., SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS DATED 1988 AND CALIFORNIA DEPARTMENT OF TRANSPORTATION "MANUAL OF TRAFFIC CONTROL, FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (1990 EDITION>, AND THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH, 1996 EDITION). 6. THE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN USE AND TO MAKE ANY NECESSARY CHANGES AS FIELD CONDITIONS MAY WARRANT. 7. DRIVEWAY ACCESS WILL BE MAINTAINED AT ALL TIMES UNLESS A DRIVEWAY ACCESS PLAN HAS BEEN APPROVED BY CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS AND AFFECTED PARTIES NOTIFIED. 8. PRIOR TO THE REMOVAL OF ANY DETOUR, THE WORK AREA WILL BE CLEARED OF ALL MATERIAL AND DEBRIS. 9. FLAGMEN SHALL COORDINATE TRAFFIC OPERATION USING PORTABLE RADIOS OPERATING ON A PRIVATE FREQUENCY ( CITIZEN'S BAND FREQUENCIES ARE NOT ACCEPT ABLE). 10.FLAGMEN SHALL BE PROPERLY DRESSED AND PRECEDED BY PROPER ADVANCE WARNING SIGNS. 11. SEE CITY OF NEWPORT BEACH PLANS H-4951-S AND H-5090-S FOR EXISTING BRIDGE DETAILS. 12. CONTRACTOR'S WORK AREA ON THE BRIDGE DECK SHALL NOT EXTEND BEYOND THE LIMITS SHOWN. / / r-40' I I I I I I I I I I I I I ! 0 0 I 1 I I f I ! ! -0 Q 75' SIDEWALK CLOSED AHEAD C181r C36Y DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 > 0 0 .... a C36 ATTHEW W. SALVESON 56351 03/31/01 SIDEWALK CLOSED USE OTHER SIDE _/ • L;_j 0 a C9A SIGNS: C18 -ROAD CONSTRUCTION AHEAD C9A -FLAGGER (SYMBOL) C36 -PREPARE TO STOP C30 -LANE CLOSED C13 -END CONSTRUCTION W57CL T) -LEFT ARROW SYMBOL AS PROJECT FUNDING INDENTIFICATION SIGN. SEE "PROJECT FUNDING IDENTIFICATION SIGN" DETAIL ON "WORKSITE TRAFFIC CONTROL PLAN STAGE 1" SHEET. LEGEND: 1. _ .... _ =========== • PROPOSED STRIPING & MARKINGS. • EXISTING STRIPING & MARKINGS TO REMAIN. = REMOVE STRIPING & MARKINGS. 2. ◄ = PROPOSED SIGN AND POST. q • EXISTING SIGN AND POST. r~ = REMOVE SIGN AND POST. 3. ,...... = TYPE Ill BARRICADE WITH FLASHER 4. 1--t = TYPE II BARRICADE WITH FLASHER 5. • = DELINEATOR 6. ~ = FLAGGER 7. @ = SIGNALIZED INTERSECTION 8. ~=WORK 9. === = K-RAIL BUILT C-3212 AREA CONTRACT NO. STPLZ-5151 (003) DATE 7/22/99 CORRECTIONS BY RICH FITTERER DOKKEN ENGINEERING ,r-...,.. RF , As Bur It changes DATE BY DESCRIPTION REVISIONS 0 0 .... • C1B PUBLIC WORKS DIRECTOR R.E. NO. __ _ DATE APP' D. DES I GNED DRAWN CHECKED DATE C-3212 BALBOA ISLAND BRIDGE WORKSITE TRAFFIC CONTROL PLAN STAGE 2 CITY OF NEWPORT BEACH H-5149-S PUBLIC WORKS DEPARTMENT SHEET 3 OF /8 I I I ' \ z C ~ OJ m :0 N \ 0-, -~ I ..S::: {). 0 :0 ~ z G) z 0 V, --"' "' m- BALlfTIL DGN AS-BUILT GB 7-28-99 I 0'± . " " nn " " II " " II " " rll-; ,,----'! ' ' ' ' I I ' ' • i i i 39' -8'± 9' -0'± 10'-0'± IO' -0'± : I ' I ' I ' I ' '------------------------,-------------------, ~ ' :: r··-··-·----------··--·--·--·------------1 L--------·-·-··-··-··-------·------·--··-··-·· ··---+ ·-----·-··-··-·-·-·-____ , __________ -1 '----------------------------------------' ---------------------------~ ,--- i (\t-, ') ! ---------,. '"'-;I._7 i r·---------~ ,,-------------, I · I (" ·,) (/ ,, ·,1 ! (' '•,'! ( •• ) i 2-5' PVC CONDUIT SCE j I i i_)_)_) 1'', , i ! i ,----., I i I j ' : : r)~)~) _, r) \ ) : I : I I : i i : r-1_-1 ,-,· ,,, co,,u;y-22_ ----~-~~--"; .. TE, __ __l_7 ! 6' GAS---' I ! j 3' (ABAN. POWERI O I I :------1 ' i ' i ' i ' i ' 9' -o·~ IO'± " " 1'11'1 " " II " " II " r-·-, ' ' ' ' I I ' i ' i _________________________________ , ___ --~ J r·---------------7 I I I I i ' i : l ____ ___. : : '--------------------------------- ----···------------------------------,--===== ·-=:::;::=::=:::::;=--.... --,------------------r· -,-7---,----------------------,-----··r· -----,----r·--------------------------------------'-----.i..---.. II : : I : : : .. ) ' ' (,~----------------------------------------- I , I I I ' : I : I : ,: i I I I I I I I : i i i I ! I I I I i i i ' ' ' i i i ' ' ' ' i i I i 1 I I 1 ! i i i I I I I •,,'-------~---,-------·--r-----,------,--------1-----------l----t--·-------------t·--r--i---------- , I : : I : I I I j L _ i _ i--1\ i h _ ! ~ __L. -~ _:_ ~ _:_ ~ -~ TYPICAL SECTION EXISTING BRIDGE SECTION LOOKING ...J (.) 0 3: ' -(X) "'"' I • AT THE BRIDGE OF THE ½"=I, SOUTHWEST PART OF THE INTERSECTION OF THE TO BALBOA ISLAND AND MARINE AVENUE, 18 FEET CENTERLINE OF MARINE AVENUE, SET IN TOP AND MIDDLE OF AN EAST-WEST RUNNING I FEET HIGH 2 FEET WIDE CONCRETE WALL. WEST NORTH AS BUILT CONTRACT NO. DATE CORRECTIONS BY RF I i i ' i ~ C-3212 STPLZ-5151 (003) 7/22/99 RICH FITTERER DOKKEN ENGINEERING As Bur It changes DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Suite SAN DIEGO, CALIFORNIA 92123 A-153 a:: u.J f--< 3:: c.. (.) -"' z < <D < - ...J ...J u.J en (.) < a_ Cl f--"' ,.,, a: u.J f--< 3:: c.. (.) -"' MATTHEW W. SALVESON 56351 03/31/01 IVIL C-3212 BALBOA ISLAND BRIDGE PUBLIC WORKS DIRECTOR UTILITY PLAN R. E. NO. ___ _ DATE DATE BY DESCRIPTION APP' D. DES I GNED DRAWN CITY OF NEWPORT BEACH H-5149-S REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF /8 ' i ' ' - -. . . ' . " ,; 2 r 0 5 " 0 ~ -~ C 15 z '" m 0 ~ m " > ' § ~ " C ' " > " ~ 2 _m n 1= i'l :!I ~ ~ 0 ' " ~ " " \;: 2 r 0 r 0 " 0 a ~ 0 z . i /TT 9 r 'n 0 "' 2 " z C ;; ~ ,; 2 _m CD " m ,. JJ r a '" 2 ~ OJ ~□ ~~~ ~~~ ~ --~ (b I°,'\ z ~c ~~ ~CD m JJ ~~------J 0 JJ ~ z G) b I ' a Lr) b I C) Lr) Total length 398'-8"+ measured along [ Marine Ave l'-9''± 2'-6"+ 2'-6"+ l8'-6"± 7 s ces f!2 /9'-7"+ = 137'-/"+ 3 s aces f!2 26'-4"+ = 79'-Q''+ 7 s ces f!2 l9'-7"+ = 137'-f"+ 141-/0'1+ 5'-5"± f+-=C........::'-=o-l---------'---....=.r.==--::=__=--~=------'.:::..:....-----'--=-----------1~.......::::........:==:.....:=---==:::.._...:_:=-----=-..:::._..:::...:=---+sJ.,,------ . . : . . . . . . . . : = = ~ c . . . . : . . : : : . . . . . . . . : ~ ' - - - - _ . : . . : : ~ . . : . . . . . : : . = - - - - - - - - - . . i : - ; : _ _ ; : . . : : : . . . , , ; ; EB ~ofEss, MATTHEW W. t;; SALVESON '" w No. 56351 "' El!p. 03/31/01 DOKKEN ENG I NEER I NG "'-"'-1,-£' CIVIL '<o<I-~~ 3914 MURPHY CANYON RD, Suite A-153 OF c~~ SAN DIEGO, CALIFORNIA 92123 QUANTITIES ------·--Traffic Control System Furnish 60'' Cast-In-Steel Shell Concrete Pl/Ing Drive 60''Cast-ln-Steel Lllmp sum Bent 21 " I I 11 " 11 I I 11 " I I " I I 11 11 11 " 11 " I I u I I 11 11 u Bent /9 11 11 u Bent 20 Bent 18 Bent 16 Bent II Bent 10 Datum Elevation = -50. 0 2 3 4 ELEVATION • FILLED STEEL SHELL PILES, 5/ao/WAf.L THICKNESS PILE DATA -60'' CONCRETE ~er Addendum No I I" = 20' - Nominal Resistance Design Tip Location Diameter Design Loading (Service Load) Compression Tension Elevation Bents I & 3 60'' 150 tons 600 kfps 150 kips -57. 0 (/); -57. 0 (2); -57. 0 (3): -57. 0 (4) Bent 5L 60'' 150 tons 600 kfps /50 kips -59. 0 (/); -59. 0 (2): -59.0 (3); -59. 0 (4) Bent 5R 60'' 150 tons 600 kips /50 kips -59. 0 (/); -59. 0 (2); -59. 0 (3); -59. 0 (4) Bents 7 & /0 60'' 150 tons 600 kfps /50 kips -66. 0 (/); -66. 0 (2J: -66. 0 (3); -66. 0 (4) Bents 1/R 60'' 150 tons 600 kips /50 kips -66. 0 (I): -66. 0 (2); -66. 0 (3): -66. 0 (4) Bent /IL and 14 60'' 150 tons 600 kips /50 kips -66. 0 (/); -66. 0 (2); -66. 0 (3); -66. 0 (4) Bent /6L 60'' 150 tons 600 kips /50 kips -60. 0 (/): -60. 0 (2): -60. 0 (3): -60. 0 (4) Bent I6R 60'' /50 tons 600 kips 150 kips -60. 0 (/); -60. 0 (2}; -60. 0 (3): -60. 0 (4) Bent /BL 60'' 150 tons 600 kips 150 kips -50. 0 (/); -50. 0 (2); -50. 0 (3); -50. 0 (4) Bent /BR 60'' 150 tons 600 kips /50 kips -50. 0 (/); -50. 0 (2); -50. 0 (3); -50. 0 (4) Bents 9&8 Bent7 Specified Shelf Tip Bent6 5 ~ Achieved Shell Tip Elevation Elevation -57.0 -57.0 -59.0 -59.0 -59.0 -58.0 -66.0 -66.0 -66.0 -63.0 -66.0 -66.0 -60.0 -59.0 -60.0 -60.0 -50.0 -50.0 -50.0 -46. 0 Bent 5 Bent3 ~ Specified Achieved Pile Concrete T!p Concrete Tip Cutt-off Elevation Elevation Elevation -49.0 -49.0 -2.0 -51.0 -51. 0 -2.0 -51.0 -51. 0 -2.0 -58.0 -58.0 -2.0 -58.0 -58.0 -2.0 -58.0 -58.0 -2.0 -52.0 -52.0 -2.0 -52.0 -52.0 -2.0 -42.0 -42.0 -! -42.0 -42.0 -I -42.0 2.8 u 6 IQ''+ 9'-0''+ ti- ,L fl I ----- '---, r·---------· ' ' ' ' I I ' ' ' ' ~-l ' ' I I ' ' i ' ' I ' I ' I ' "T·--r·-------,- I ' ' ' ' ' ' ' Shell Concrete Pl/Ing Structural Concrete, Bridge Dr/II and Bond Dowel Dr/II and Bond Dowel (Epoxy Cartridge) Repair Spoiled Surf ace Area Bar Reinforcing Steel (Bridge) &::_Ive Surface Coo/Ing AFchfteefttrcl Ca-p Item deleted per CC0 *4 39'-8"+ r----1 ' ' I ' ' •-l ' ' I ' i ·l i i -ri-·------r i---[--- i i i I i i : : : ! : I : ""T•---!-----------, ·--1----------1--t· ------+----!---------+----, --,-,--· : i i I i i • / i i I : : i -- -----7-··T-- ' ' ' ' Bent 20L /50 tons 600 kips /50 kips -50. 0 (/); -50. 0 (2); -50. 0 (3); -50. 0 (4) -49. 0 -42.0 60'' -50.0 I I I ! 2.8 I ~ ' Bent 20R 60'' 150 tons 600 kfps /50 kips -50. 0 (/); -50. 0 (2): -50. 0 (3): -50. 0 (4) -50.0 -44.0 -42.0 -42.0 ' I I I I I I I ' I I ' I I ~ l...i\r1-l...i\r1-' ' l,.,tl l,.,tl -½,-1-L I I -½,-1-L I PerCC0 *2v ' Design tip elevation Is controlled by the fol/owing demands: ' (/J Compression: (2J Tension; (3) Lateral Loads: (4) Uqulfactlon. I Existing sea wall BB 2+/2.42± Elev = 8. 28+ / ) E]) )_ EB 6+/1.09± Elev = II. lo± ,,,,_-Approx water/lne at low ~ I ! ! ! ! ! ! ! ! ! ! Tf 8rc. Ca s i I 39'!-2"+ 1 39'-13"+ 391-1311+ 481+5"+ 26'-3½"+ 481-+3"+ 39'+3"+ 39'+1"+ 391+211+ !20'-3"+,.-' i --====-.::..::.£, :.:;,.◄'-1111;.I -=__:::_.::;;-i-----,---=-::...+-, ..::::...:=---___,.;., ,.._c........::::.::.....;:, ==---==---..;.-___.::::.:::..--;,::::...:=----.:,~-___.:_:::.+. ::::...:=--------i-, ,...=:::.......:~:_.=-;.., ,__ __ ...:.::::~. ::...-='----_..;_--=--;.~=----;.., ,___;;::.:::.....;..:..:=----i,,1-__::::.:::....;.=-=.. _ _.;,:~....:::4---1 i ti:==~ I ii .. , ... , I ! , .. ,.... ! ......... ! , .. ,.... ! , ,.... , ,.... ! ,-,.... ! , .. ,.... ' , .. ,.... i I: ::::==:: •· -.. H --r---7-------. 1~ ------,-------, 1, --------+-------{-~; -------,----------t-... , --------~1-, ----------1-------~1-, ----------------~ ...... , -------1------------1------~-+-,.. -----., . rr•---i1' •-,.-I .. .,.. t "'-,.-: -..,.. t ,~,. --~,.. 1 -..,, : ·..,~,. : I I I --••-•--••-••-•!' ~ --•-• •- I .:_:--___ -.:,_~-----t+-::: ii I ! ! ! ! i ! i ! ---------+•-----<e----+1 ---1-----+------+----~---4----l----+-------l-----~e----->-------,-----------+------------•-----------l-----------~------------.1-------------1-----------i----- i! I l i i I i i i i :i i i i [ M,arlne Ave i = re. Brld(ie • : tide i-1 O') :!-I Q fl Q 2 3 ~ PLAN LEGEND AS BUILT C-3212 I" = 20' 20'-(J'+ 24'-6"+ TYPICAL SECTION I" = 5' GENERAL NOTES LOAD FACTOR DESIGN Design: Bridge design specifications (/983 MS/-ff0 with Interims and Revfsfons by CALTRANSJ Reinforced concrete: Existing fy = 30, 000 psi 0930) fy = 60, 000 psi 09801 f6 = 5, 000 psi New construction fy = 60, 000 psi fc = 3, 250 psf Structural steel: fy = 36, 000 psi Seismic Loading: Peak Rock Acceleration = 0. 6g Depth of Nluvlum = 80-150' 1154 LF 20 Ea 304 CY 494 LF /60 EA 3200 SF 227,743 LB LS 2.0 EA I ' ' ' ' I ' I ' I ' I ' I ' I ' Note: CONTRACT NO. STPLZ-5151 (003) -------------Denotes exfstlng structure @ Bent retrofit C-3212 The contractor shall verify all control/Ing field dimensions before ordering or fabricating any mater/al. BALGP0I. DGN AS-BUILT GB 7-28-99 DATE CORRECTIONS BY 7/22/99 RICH FITTERER DOKKEN ENGINEERING @ Shear key 11/24/98 VV99 DATE MS Addendum No. I RF &. Revise Elevation -CCO #2 RF 2 As Built changes BY DESCRIPTION REVISIONS BALBOA ISLAND BRIDGE PUBLIC WORKS DIRECTOR GENERAL PLAN R, E, NO, DATE APP' D. DESIGNEDHH DRAWN CF CITY OF NEWPORT BEACH H-5149-S CHECKED TL DATE 3/97 PUBLIC WORKS DEPARTMENT SHEET 5 OF /8 ., 'O \; z I 0 r 0 < ~ 8 D i ~ ~ m f ~ ~ m ' ~ z a ~ z ' < ~ • ' ~ . 0 ~ "a ~ ' • s ~ z "' C'l ,. C: ~ 0 ,11 ~ 'O \; z I 0 r 0 ! 8 ~ 'll " 0 :1 ~ 2 6 = z Q'- ("Ii ~ c,i ,e_ -0 -~ :s z C s CD !B --l= ...c: / (;- 0 IJ ~ z GJ z C s CD m IJ --0: 0 JJ ~ z GJ 1.J) Notes: /J The contractor shall verify all control/Ing field dimensions before ordering or fabricating any material. 2) Piers within llm!ts of pier removal shall be removed and relnstal/ed by others. Either stage may be done first. Piers within the /!mlts of Stage A w!II not be removed at the same t!me as t/xJse within Stage B. Contractor shall coordinate Impacted construction with owner of piers. BALFPrit..DGN AS-BUILT GB 7-29-99 .. \ I \ ' \ ' \ ' i I ! I ' . ' ' ' / ! I AS J i / ' ' ' I ' I i I \ BUILT CONTRACT NO. DATE CORRECTIONS BY ' I I \ \ \ ' ' ' ' j i ' C-3212 I ! ! ! STPLZ-5151 7/22/99 {003) RICH FITTERER DOKKEN ENGINEERING ! I I PLAN f' = 20' ! I / I ! I \ \ ' ' DATE RF BY \ \ / DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Sulte CALIFORNIA 92123 SAN DIEGO, ) j LEGEND MATTHEW W. .,, SALVESON ':!-:z: 5 "' No. 0:: A-153 0 56351 03/31/01 "' "' "' 0 Denotes 60"~ Cast-In-Steel Shell Plies ~ &~ Denotes approx location of eel grass beds (pre-bid) Per pre-construct!on survey performed on l/5/99 (post-bid) C-3212 BALBOA ISLAND BRIDGE PUBLIC WORKS DIRECTOR R. E. NO. ___ _ FOUNDATION PLAN I As Bu!lt changes DATE DESCRIPTION APP'□. DESIGNEDHH DRAWN CF CITY OF NEWPORT BEACH H-5149-S REVISIONS CHECKED TL DATE 3/97 PUBLIC WORKS DEPARTMENT SHEET 6 OF /8 0 :0 ~ z G) z C ~ rn m :0 Tata/ length 3981-811+ measured along q;_ Marine Ave f'-9"± /8 1-6"+ 7 sooces @ /9'-7"+ = /37'-!"± 2:-6"+ 3 spaces ~ 26'-4"+ = 79'-0''+ r2'-6"+ 7 sooces f2 !9'-7"+ = 137'-/"+ 141-/0''+ 5'-5"± ----------------------::-..:::--..:::-~~;-===========-:::::::.::::.=::;-.----.... ::::::-'T'T------------r I I r·------I I --rr---I ,-------·--rr-----·-;:-----------:.~== __ ==::.::._·-4-1============ ---= ------=---=: .. ..::.. .. .. l -----------=--===------===============::::.=.::.::.::7'_::.::--~r,:------------;; ,...J.L. ~-LL., d-:i::: l=.f±:: ,...J.L., I :-Jl1 I JO.LI ' I ----------;; --------~,---.:==7'::.;::::t-------------------------------l--.J. -------===--------::i:------I ' I I I I I I ' I I ,-.. J.L, fl L J :,,,==,=======•;,=-ri=~-:;===::=::=~------------r ' l 1,.,J 1,.,-nJ TT L,-;-,-J "l" ,.,...,.. I.,."" .J ,.....,. Trn1 1 ~ L j I i • Tl Note: ,: :, L i 1_.1 1 r'T""T1 1 , , 1 , ,, , 1 : 1 1 I, I 1 1 Trn TT L 1 , !1 c!i "' 1 I rTT" 1 1 1 111 I I I I I 1 1 I I 1, • 1 --._.... 1 1:1 :: "TTII !:" 11 j II ! ! I ::: 1 I I II ! ! 11 jjjj II ! 111---1! ~ ,1,1 , : I I I j : 111 j I I I I I I I I " " I I j I I i-' __ _ I II II 1r------.1' ',_ __ 11 I ::: : I I : 11 I I 11 i ii 11, ---:H: 1-1 = I 11 :, :, 11 ~-H .-i I 111 I I I II I I i i I I I I I Hi--I I I ,i 1 11 ,, 11 II --.._. ::; :: I :: II .J-1,-----iµ 11 II II II II II i.... I Ill II I II II Ii Ii ! II II II i 11 u 1: : : : r1 1 u 1,__ __ ---l u 1--------j J 1----------i 11 L---i n 1 1 : : 1 ii : : : : u1 Bent 21 'v' B nt 19 11 , , , , i .. , , , 1 , ~ 11 , , 11 , " 11 11 V , , ! , : :: : , . 1 : : , , ! ! , , i ii , , , , Bent 0 e 11 I I : I j jj j ,i i I i I I I : : 1 I ! ! ! I I ~ I I Bent 17 J l U lJ ! ! !! ! ! ! : ! ! : : i lJ J ( 1 U ! ! U j [ Bent /5 J I UU j! 1! J 1: VU II J \ Bent 2 Bents Bents Bent 6 Bent 4 -= '--.c -= -= '--.c Bent 14 13 & 12 Bent II Bent 10 9 & 8 Bent 7 Bent 5 -= Bent 20 -= Bent /8 '-<, --Bent/6 Staging of work: I App/led carbon fiber wrap to 2 existing plies at Bent 19 and existing pl/e at Bent /6 per CC0 #fl. See notes below. !. Work at Bents 0 to 8 and 13 to 21 may be carried out In arry order. 2. No work shall be performed at Bents II and 12 untll all retrofit work at Bents 9 and /0 ls completed. Navigation channel between Bents II & /2 shall remain clear of construction equ/ptment and materials. Alternatively : Retrofit work at Bents 9 and JO can only start after completion of all retrofit work at Bents II and 12, removing all construction equipment and clearing the navigation channel between Bents 9 & 10. 3. One navigation channel between Bents 9 & 12 shall remain clear of construction equlptment and materials at all times during construction. ffi Carbon Fiber Wrap Notes: Bent 16: One pl/e Just west of the eastern-most two p!le group. Two wraps for the top 4' Bent /9: Two eastern-most plies. One wrap for the top 4' Navigation channels ELEVATION /"-20' AS BUILT CONTRACT NO. DATE CORRECTIONS BY C-3212 '-Co Bent 3 Location Bent IL Bent 3L Bent 5L Bent 7L Bents !0L Bents /IL Bent l4L Bent l6L Bent /BL Bent 20L STPLZ-5151 (003) 7/22/99 RICH FITTERER DOKKEN ENGINEERING -= Bent I Elevation II D"+ 9.39 II. 21 12. 65 13.58 /3. 68 13. 75 13. 46 II. 76 9.58 7. 19 Location Bent IR Bent 3R Bent SR Bent7R Bents /OR Bents IIR Bent l4R Bent l6R Bent /BR Bent 20R The contractor shall verify all controllfng field dimensions before ordering or fabricating any mater/al. Elevation "a'+ 9.35 II. 15 12.55 13.55 13. 74 /3.67 13.46 II. 79 9.53 7.21 , .,-oJ.,., RF /2\ As Built changes DATE BY DESCRIPTION BALCS0I. DGN AS-BUILT GB 7-29-99 REVISIONS '1~0FESS10,1, ,,,~ '1< ,:;, MATTHEW W. ~ t;; SALVESON 9- 5 ~ w No. --=5=63=5~1 _ ,,, "' .., ~ Eic,. 03/31/01 1-------------....... \.J'_,. CIVIL ~~ DOKKEN ENG I NEER I NG -1,-~-::,0 ,,,.......,c~-:-;1,.,~o~ 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 9" deformation In steel shell q;_ Bent cap (west face, bottom 5' )~ I #/4 tot 32 \ i 1/-£, ~~~ • .,,,,.~=l,,~~ .. ~:::::: .. ~. ~~~----i-~I '• ~ ! ◄,~ Cl) t " ! I ,L --------•---------!---------~ ~--------· ~--f_ PIie I ! I ~ i ~if 60' 0 steel shelf-~~ %" thick ~ -l -~ .J>,, C'/r I ffi SECTION C-C Bottom 5' of # 5 spf rat removed PUBLIC WORKS DIRECTOR R.E. NO. __ _ DATE APP' D. DES I GNED HH DRAWN CF CHECKED TL DATE 3/97 ½" = /'-0" (Bent l4L only) C-32.12 BALBOA ISLAND BR l·DGE CONSTRUCTION SEQUENCE CITY OF NEWPORT BEACH H-5149-S PUBLIC WORKS DEPARTMENT SHEET T OF /8 z C ~ OJ m JJ 0 ]J ~ z G) ffi Notes: I) {see Table for thickness "d' I 2) Bents I & 3 shown Bents 5, 7.10, II, /4, and 16 slmllar " rih " I! " " 3) Architectural cap not shown. II " " rl, 4) Apply protective surface coating to all new exposed concrete. 1··-1 ' ' I ' I Elev A ' i ' i L------·-··-·-·--------··-·t ~-------------------, ~--··-·1 r··-··-··--·-··-··--~ I:... ,re_ Column i i b I ' l!') Elev "lY' ~ l i Remove exist coating and apply protective surface coating to all exist exposed concrete I I top of cap level+~ i i ' ' ' ' 3'-6"+ ' I 4'-6"+ L.·-··1 t t .c;: -l2 Q_ En I.QI l!') 'Ii: Optional const Jt \~ See Dela/I A --. i ' .------i.,__t-' -------+r,----J..------1---------, i I I I ' ) I I _~_-_--,=---r--:--1 -;----t/'-,,::z::r--;--~--~ 1.·-··-·1----,-----··-·-! t---\'---.J~/ I A I ----......... i h''oi ~ : I See Key Detall ! -----1-ll____!--i ___ _/' #4 spiral@ 4" extend across full length • of long!tudlnal pin reinforcement : : ' ' : I ' I ' I ' ------I ~ ----~---------- ~ Mean lower low ) sz / i water elevation = -0. 381 PIie cut-off elevatlon x A /OG :1: Steel shell shall not extend higher then z~o" below FG or l'-7½" below "b"ffi R = 3'-6" ff. Bentcap For detalls see "Bent Oetalls No. 2." sheet 4" ---c::z:::::q;::z:::::::::zr=:::::j ~i PLAN ½" = !'-0" ½" exp Joint fl/fer DETAIL A No Scale v---ff.Co/umn ' #/4 tot 32 ' I fC. Bent cap ---------r-------------------- 60' fJ steel shell~~ %" thick Addendum No. _ f 1 ' I ' I -----~•-----+-----~1r __ L ____ _ ' I mean lower low water elevation. SECTION A-A whichever ls greater. C See sheet 7 of 18 for _lE~~~t'· ::=}lf _ ___, Section C-C (Bent l4L only) ::::=::::::::;;:;~:::t== Specified tip elevation Addendum No. I \__ Open I __ _ #/4 tot 32. ½" = /'-G' v---ff.Plle I ' I -------·-i·-----·-· fC. Bent cap --------------- i ' i I I ' ' ----~---·-··-··-··-··-·-··· , ' I ' ' ! .... L_ , ' ' ! ,," I ...... I I I I I ' ' -t----r--►-, ' ' I I ' I I .... I ,," i ~...!...... .... ' I I , ' ' - I i i ' ' U__ '1 ,.' ' .... I ,"' I .... ' ' ' I ' ' ' -----~--►-: I I I I I I I I ...... I ,,' i .. __ ,1, __ , 1 I I I ' ' ' I f. ____ l_ ______________ _ ' ' ' ' I I ' ' i ' ' I ' ' I ' i ' ' Elevations are based on as-bullt plans Bent Elev A±. I 4.7 3 6.6 5 8.8 7 9.7 /0 9.1 II 9.1 /4 9.6 /6 7.9 I Location Bent IL Bent 3L Bent 5L Bent 7L Bents IOL Bents Ill Bent l4L Bent /6L --- Bent /BL Bent 2.0L RE~~ DOKKEN ENGINEERING ofESS/o ATTHEW W. ,,, SALVESON ~ a rn w No. 5635 I ,., ~ "' 03/31/01 CIVIL oi:-c~~ ½" exp Joint fl/fer 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 .... ______________________ _ 4" 4" KEY PLAN 12" -#/0 1 tot6 #4 spiral KEY DETAIL I" = /'-G' Distance Location Distance Location Thickness II b"+ 8.12 8. 17 8. 17 8.17 8. 14 8. 17 8. /9 8./3 8. /4 8. 17 II b"+ Bent IR 8. 17 Bent 3R 8./3 Bent 5R 8.08 Bent7R 8.09 Bents !OR 8. /0 Bents 1/R 8.08 Bent l4R 8.08 Bent l6R 8. 17 --------a:17 Bent /BR Bent 20R 8. 17 Start of pitch when weld Is used to anchor splral unit c:---------- Run off end of,_,_,......, l,/2" mltzl bar as shown ti½" lap length II a"+ Bent IL 4.63 Bent 3L 4.54 Bent 5L 3. 79 Bent 7L 3. 79 Bents !0L 4. 73 Bents /IL 4.63 Bent l4L 3.79 Bent /6L 3.79 Bent /BL 3.79 Bent 20L 3. 79 Direction of weld #4, #5, & #6 re!nf only Note: Flare weld to be made In direction shown. WEWED LAP SPLJCE AND ANCHOR See "KEY DETAIL" 3 Location Thickness "d'+ Bent IR 4.68 Bent 3R 4.54 Bent 5R 3.79 Bent7R 3.79 Bents !OR 4.63 Bents 1/R 4.63 Bent l4R 3.79 Bent !6R 3.79 Bent /BR --3. 79 Bent 2.0R 3.79 Length of plug varied. See PIie Data Table on sheet 5 of 18. X::K Contractor may pour column to o. d. of steel shell, thus providing 3%" cir BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAIL. Plug equals the difference between achieved "shell tip" and "concrete tip" elevation. ---------- BALBD04. DGN AS-BUILT GB 7-29-99 ELEVATION For Arch. Reveal detalls not shown, see sheet /0 of /8. AS BUILT CONTRACT NO. DATE CORRECTIONS BY C-3212 STPLZ-5151 (003) 7/22/99 RICH FITTERER DOKKEN ENGINEERING I ' I SECTION 8-8 ½" = r-a' Note: The contractor shall verify all control/Ing fleld dimensions before ordering or fabricating any material. No p!/e driving equipment permitted on existing bridge. ll/24/98 MS 2/2/99 MS .,6' ,t, RF RF DATE BY No Scafe C-3212 Addendum No. I BALBOA ISLAND BR·tDGE I Rl!f-llse Efwatlon -CCO #2 2 koh. Rl!f-leal -CCO #5 PUBLIC WORKS DIRECTOR BENT DETAILS No.J • ; R. E. NO. 3 As Bu/It changes DATE DESCRIPTION APP' D. DESIGNEDHH DRAWN CF CITY OF NEWPORT BEACH H-5149-S REVISIONS CHECKED TL DATE 3/97 PUBLIC WORKS DEPARTMENT SHEET:8' OF /8 ~ ,; z I D r D ~: RI n '-'' o 0 f a ~ • m -" ~ ~ ~ -, Z 0 ; ~ z z C s:: [D m JJ 0 ~ \"' -!'-'::t: \ 01 - 1+ / !:"I ·- 0 --- 0 JJ ~ z G) I _,-#4 ~r@ 12" both ways #5 tot8 #5 tot? 2'-/U' min 11-#6 ~I='-1--' -I ·1 ' .t"' ' ·1 ·1 I - #6 7-#7 fil For architectural deta!ls, see sheet /0 of 18. 2'-6" 1.,, ~ / and bond dowel, ' dr!II tot 21 I ·1 ~---------- I"/• " • • • • • . , . • Co #6 0 tot? I\ • I • Ir i.-~ typ #/0 #6 ] tot 29 alternate hooks I ' ' I '-I ' • . ' • I ' I ' ' ' ' .... I ) ' ' ' ' "C. '""',I. ' SECTION A-A PLAN ½" = r-a' BALBD05. DGN AS-BUILT GB 7-30-99 , • • p • • • • • _,_, ' ' ' , -~ -• -- ------ ::::: :,,-\Ill I'<) Co See note)(( #6 tot 24 alternate hooks _,_ ------- 7-#7 dr!II and bond dowel J, tot 7 (epoxy cartridge 3" clr.,J typ BENTS /0 & II ½" = r-a' ,,---------------:--. Co ::::::: ---t-=--t- 1 ........ ----r---:---See note )K #6 tot 2 Note: Top bars are not sw,n for clarity. 'o' - I I . / V ' :'-s • • • - ~ ,;-,;- I I I • • • • v .... ,. ,_ . . . ' ' • . • . • . ~ ,;- I I • • • • • v' J ,_ v . .. '- • . • • # 1 2'-IU' I 15-#6 .__I -==--..J 6 tot 20 alt ernate hooks #6 ] tot 29 alternate hooks 1 2'-IU' ~ min 11-#6 ~I #6Otot 8 3" clr.,J p ty #I0 I v· " ~ __.... ~ ·I ~ ~ • • - . 'i ·"· - . . . _) ,- '<.... I ' I ' ' -• • • " 1 . ' ' ! I ' • • • • ,./. • ' C • I • ' I p ' • • ' ~ [... ' - 21 6" -1.,,, 7-#7 ~ drill and bond dowel, tot 21 --------------• . ' Cl) ~ See note )K ' ~ ' --:,,- ' ~ --I'<) ' ------ /. &i --------- 7-#7 dr!II and bond dowel ( epoxy cartridge), tot 7 ATTHEW W. ~ SALVESON z ~ No. 56351 I:: "' "' 03/31/01 DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 CIVIL OF C1' #6 tot 24 alternate hooks • • ~- . " ~- ~ • . . , . , . , . • / J 3" cir typ • • I • ,. ' ..,,,..-,........ ,. .. -• -• . • • 15-#6 • J / ~ , ~ , • • 1 I • • " ' . • ~ ' • • • 21-IU' I I #6 tot 20 alternate hooks #6 ] tot 29 alternate moks SECTION B-8 SECTION A-A SECTION 8-8 1 2'-IU' F min 11-#6 '--I= I~ . / . #6 0 tot? " cir typ #/0 AS BUILT C-3212 CONTRACT NO. STPLZ-5151 (003) DATE 7/22/99 RICH FITTERER CORRECTIONS BY DOKKEN ENGINEERING Note: The contractor shall verify all control/Ing field dimensions before order!ng or fabricating any material. t\ .) f • • - )(( Sandblast exposed face of existing bent cap, remove all unsound concrete and coat with epoxy bonding agent before placing new concrete against ft. • I ' I ' ' ' • • • • , • • • • I ; ' ' ' I ' I I '--/ ' . '. • I ' I ' ' ' ' ' .D ' ' ' ' ; ' ' ' <:::.. --.,i. -----'~ - SECTION A-A BENTS I & 3 ½" = r-a' 2'-6" I"'/'' 7-#7 / --..:.....c. and bond dowel, drill tot 21 . '., . • ' ' ' / -------- -------------- ---.. - ---.. • ..... . - .. ~---------- Co --,,. QI I'<) Co See note )K #6 tot 24 alternate moks 7-#7 drill and bond dowel ), tot 7 (epoxy cartridge ------------------------------------3"-clr;J typ • • .J • • • • • ' • ~ . ,. . t__...../'" ---: ' . ,! • . . . • ~ ' ' • • . • . • . • • . ----------------------------- SECTION 8-8 BENTS 5, 7, 14, & /6 ½" = r-a' i'IP RF I As Bu!ft changes DATE BY DESCRIPTION APP'□ REVISIONS PUBLIC WORKS DIRECTOR R. E. NO. DATE . DESIGNEDHH DRAWN CF CHECKED TL DATE 3/97 • • • / • ~ ' • • 1 2'-/0'' I 15-#6 ~I -==--....J 6 tot 20 # alt ernate moks #6 ] tot 29 alternate hooks ----------- ----------, C-3212 BALBOA ISLAND BR l:DGE BENT DETAILS No~:2 :_ CITY OF NEWPORT BEACH H-5t49-S PUBLIC WORKS DEPARTMENT SHEET ,9 OF /8 ~ . z 0 C ' 'jj ~ i <C " z rn !" n ITT ,. JJ C: ~ 0 ~ z 'S I , I ' ' J: - " \; z ;r: 0 0 r 0 JJ " " ~ 0 ~ ~ 'Ii m O ; ~ z z a Ci) ~ z En o:i ~ Apply protective surface coating to all new exposed concrete For reinforcement see -- "Bent Detalls No. 4" sheet Elev B Elev C Bent Elev 8± Elev C±. /8 8.5 5.7 20 6.2 3.4 Elevations are based on as-bu/It plans Symmetr!cal about ff. AS BUILT CONTRACT NO. DATE I C-3212 STPLZ-5151 7/22/99 (003) RICH FITTERER 31-611 CORRECTIONS BY DOKKEN ENGINEERING BALBD06. DGN AS-BUILT GB 7-30-99 -,-¾-, • • i : ! • L-------------------------~ ----------------- ~ Elev "D" --------1 .&.see sheet 7 of 18 r·· • • I • i : ! • I • top of cap level + ,,___-~ I I • • ~-----'·--··r··---- • I .-----,-----, : I : ------~-----'-----1------• • • • See note )K I .-----}-----, ' . • • • • • ELEVATION For detalls see "Bent Detalls No. 4" sheet ' r----1-----, ' : --------'--~-\•L-------- r----'-----, I Remove ex!st coating and apply protect!ve surface coating to all exist exposed concrete. ---For details see BENTS /8 & 20 "Bent Detalls No. I" sheet ½" = r-a· 24'-6'' PLAN BENTS /8 & 20 ½" = r-a· / I -, ' I I \ ' / ' See Deta/1 "A") -/ - / , I ' ' ..... ELEVATION ~ ' . 1-----l i i _____ l ___ l ______________ _ : • I • • I • • I • • -, • 1--, I • l -- \ I --t--r·----i--------------- ~ . . I I ! i_--Exlst br!dge -1..J\r-L See Detall "B' ofEss, MATTHEW W. /;; SALVESON C) w No. 56351 ~ DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 • 03/31/01 CIVIL OF C~'-' BENTS I, 3, 5, 7, /0, II, 14, /6 l . .t"• typ DETAIL A -/ -, I I I \ ' ,_ See Detall "A") Arch. Reveal ' / / No scale • ' I I r·----'-----L...-----: • I • Add vertical chamfer I • • • I • I • ' _ __J __ - / / ', \ I I . --·------' / ! ! ~--.... • • I I • • • !.,..----I • Exist br!dge ' • L...-d See Detail "C'' ----:; ELEVATION BENTS /8 & 20 No scale Arch. Reveal No scale --------------------------1--....L PLAN VIEW DETAIL C No scale ------------k------'\ DETAIL C ~Exist bent cap ----- PLAN VIEW DETAIL B No scale DETAIL B No scale Exist bent cap V99 MS / Revised elev -CC0 #2 DATE BY DESCRIPTION REVISIONS Note: No-scale-- See Plan V!ew The contractor shall ver!fy all controlllng field dimensions before ordering or fabricating any material. )K Sandblast exposed face of existing bent cap, remove all unsound concrete and coat w!th epoxy bonding agent before placing new concrete against It. For Sections D-D & E-E, see "Bent Deta!ls No. 4" sheet.:. PUBLIC WORKS DIRECTOR R,E, NQ, __ _ DATE APP' D. DES I GNED HH DRAWN CF CHECKED TL DATE 3/97 C-3212 BALBOA I SLAND BR t·DGE BENT DETAILS No~~3· CITY OF NEWPORT BEACH H-5149-S PUBLIC WORKS DEPARTMENT SHEET ·/0 OF /8 ' m ll • " 0 i:, ' :ii " i; ~ ,; z .m ~ C cl :0 ~ " ji :r 0 r □ ' :o n ' m 0 < ~ ~ • ; ; ~ ' z a . ~ z I :0 • 0 ' ' -~ :0 C . ,; . :0 z '" n ,, C ~ 0 :'! ,, z C $ CD m II \}J ):.o ~:o "00 C, ~ ::s ~ -' z ~--G) ~ tr-z (1> --c ~$ iS CD ~m :0 0 I "" ~ \V ':t: ' ! ~ ! ~ ~ ~ 0 :0 ~ z G) -0 ....... - X r #6 9'' 611 ' ' I ' ' \.. - I 24" typ cij ij #4 @ 12 611 IZ' Stirrups [ Co/umn-,J ' I ' ' . . I ·-. --i . . I I /-Y ' . ' -LI I I ' ·, ' I . ~ ' 'T\ • ' ' ' l ,' ~ ' ' ' ' -' 1 \\ I , , : ' \X ' , ' , ~ I , , ' -, --. ... ' ' #IO BALBD07. DGN AS-BUILT GB 8-2-99 ~-----j ' ' I ' ' ' l i I ! I ! ' ' ' ' I I I ' ' I ' I ' ' ' : ' ' ' ' I ' ' ' ' .------,-----, ' ' ' I ' ' ' ' :.. __ ---.J. ----_,_ --__ .1,_ ---__ J I ' ' ' ' /' ! ' ' ' I ' ' ' ' I ' ' ' ' I ' ' ' ' I ' ' I ! ' ' I I ' ' ' I ' I ' I i ' ' SECTION G-G ffi For architectural detalls. see sheet /0 of 18. ' ( ') ' ' I I ' ' ' ' ' ' ' I I I I ' ' ' ' ' ' ' I I I I ' ' ' ' l I ' ) I ---------- ' ' I ' ' ( I ' ' ' I I ' ' ' I I ' J ' I ' I ' ,-----~----, r----~----, ' ' ' ' I ' I ' ' ' ' ' ' ' I I ' ' ' ' ! I ! I ! ' ' ' I I ' ' I I ' ' I I ' ' I I I ' ' ' ' I I I Note: Stirrups and column reinforcement are not shown for clarity. iv--[ ' I ' ' ' ' I ' I ' .. l ! ' ' ' I : I ' ' . ! ,--~--.. ! ' , . ' I .,, I ..... I I I I I I .1...---i·--r--~----• ' . . . ' I .. __ .1, __ I ' ' ' I ' I ' ' . ' ' ! I ' I ' I ~ I ' , , , , block m ij ij m ij ij er--I I ' ' I I ' ' I I ' : ' r ' --.--, -.. -... ,•" I ...... ,,' I ·-.., , ' , ' ' ' ' ' ' ' ~---t--1 !---r--; ' ' , ' ' , ' ',.. I ,-," '\, I ,," ' I ....... ,_,. __ : ' [ PIie, typ----1 ' I ' I PLAN ½" = l'-0" -· ~ m . ' ·1 ' ' I ' ' I ' l r··--1 ' I ' ' ' I ' I ' I ' I ' I ' I ' I ' I : I ' ' I I ' ' ' I ' I ' I ' i I #6 tot4 between plies I ' I ' I ' ' I I ' I : ' • ' \ ' ... ' /: i ' ----: 1 ' #/0 #6 /1 #6 ,,, :---i ' ' . . I . ··-! ! I ' I ' I ; : )I( Rel ' nf symmetrical about re. bent BENTS /8 & 20 3" cir. I typ ••• #6 tot 4 between plies •• • • • 3" cir .I typ 'IJ) DATE #6 X 9'-6", tot 6 ' I ' I : I - : i ' SECTION 0-D r = r-a· I ' ........... L ......... . ' ' , I MATTHEW W. SALVESON 56351 03/31/01 DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 • '-----1---t-----#/0 tot 8 cont N------#6 tot 8 cont ---1---'t::,+------#/0 tot 14 cont • #6 tot 6 each side of block '--+--+-----#/0 tot8 cont #6 tot 8 cont #/0 tot 14 cont • • • • • • SECTION E-E I" = /'-0" As Buflt changes BY DESCRIPTION APP' D. REVISIONS AS BUILT CONTRACT NO. DATE CORRECTIONS BY Note: C-3212 STPLZ-5151 (003) 7/22/99 RICH FITTERER DOKKEN ENGINEERING The contractor shall verify all control/Ing field dlmensfans before orderfng or fabrfcatfng arry materfal. C-3212 BALBOA ISLAND BR IIIGE PUBLIC WORKS DIRECTOR BENT DETAILS No~:4-: R. E. NO. DATE DESIGNEDHH DRAWN CF CITY OF NEWPORT BEACH H-5149-S CHECKED TL DATE 3/97 PUBLIC WORKS DEPARTMENT SHEET .// OF /8 I I. I < -~ . " 0 ' 'D " • ~ " z .m n "' C ~ 0 ;o z " .,, ,; z J: 0 r 0 I ij ~ D ~ ! z B ~ 2 z C $ m m JJ 0 t vJ ~ -\'-' ~ 1 ~ i :C ..Q Ci 0 JJ ~ z G1 rT\ \..L.J ~ Shear key ----½" Expansion l L:-=~------=----_-_ -·--·--·· ··-··-··---·1_ ___ ··-··L Joint fl/fer ·-··-··-·-··--l I I b. 1-··--~-~=~:~ • _/----··-··---:,·· ··-· --~-=:~.:~-------._ ··-L----Symmetrical about ff. bridge l : ~ ! ! r '1 (/ '•,11 ! • -----~---------;I I : ' i f i ___ J --____,-..., • i I ··-··-··-··-l·-··-l·-·---··-··-··-------l-l _q; ' I I ' A : I ! ' ' I I ' ' I ! _L ___ _J=:::;:::::==:;::::· =====:::;::-::.··-: ··-··-··-··-··-··---·-··---·•-: r---~---··-'------· ··-· ··1 ··-··--··-··-··-··-··-··-··-T-··--:-_ __,__ ! : I I I ' : I I ' ' I ' I ' I ' I ' i I l_____ • --··-··-T-··-··-·-··~--~ ---~--r-----,-------+-----.------·-·· ··-·r' : •-I l I ! i I I : I I I ' ' : i I I I : Dy-~ I ~ I ' I ' I Remove exist coating and apply protective surface coating to alt exist exposed concrete ELEVATION ½" = r-a' Shear Key symmetrlcal about f bent---- Apply protective surf ace coating to alt new exposed concrete Shear key For detalls see "Shear l'-2" M ✓ Symmetrical about ff. bridge I ' Key Deta!ls No. 2" sheet\ I ' ! l ! I i i I i : I : I --\ ~/------· ·-··-··-··-·r·-··-1·-··-··-··-··-··-··-·-·,··-1 ' Expansion Joint i ' ' ' I I : ' ! I - ----------------r--r------t-~--....-----L : , i ----===::=-i--~ _ I Ir '------J .J ~----------.J :..+-, _ __i_ , ,~ I -·--~--------------------~ ,-----,-------------·-·-----·-·-·-·-·-·-·-·-·-·-·~-·-·-·-·-·-·-· .... 1-.f----f---l ' I i ' ' I. 2'-6' 1------, ' ' .I ' I ' ' I ' ' I ' l..., ______________________________________________________ ·-·-··· ··-------+-- : I ' ' I ' I ' ' I ----·-··-:i.---l ' I I ' ' I -----. ----- NO AS BUILT CHANGES SECTION A-A BENTS 2, 4, 6, &15 ½" = r-a' Note: For Section A-A Bents (8, 9) and (12, 13) see "Shear Key Deta!ls No. 2'' sheet. AS BU IL T C-3212 CONTRACT NO. DATE CORRECTIONS BY STPLZ-5151 (003l 7/22/99 RICH FITTERER DOKKEN ENGINEERING BALBDOI. DGN AS-BUILT GB 8-2-99 DATE BY DESCRIPTION REVISIONS <?~of ESSJo~ "'<;, ~< ,;;' MATTHEW W. ~ /; SALVESON ~ a "' w No. 56351 ,,, "' "' ,\ ~ 03/31/01 /, 1---------------, "'-" CIVIL ~'If", __ DOKKEN ENG I NEER I NG ~,.e~0,,c--c~-r.1..,~o~ 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 ------------------ . -. -. . Note: The contractor shalt verify all controlltng fleld dlmellS!ons before ordering or fabricating any material. PUBLIC WORKS DIRECTOR BALBOA ISLAND BRtUGE BENTS 2,4,6, 15, (8,9)&tl2,..13) SHEAR KEY DETAILS No. I R.E. NO. __ _ DATE APP' D. DES I GNED HH DRAWN CF CITY OF NEWPORT BEACH H-5149-S CHECKED TL DATE 3/97 PUBLIC WORKS DEPARTMENT SHEET /2 OF 18 ! " \; z :i: 0 r 0 ~ " 0 ~ '8 m □ ~ ~ -~ ' z a C z ----.,. I . ' 0 ' ~ ~ ~ ~ z "" Cl ~ C ~ □ CD z ► I \ I • z C ~ tD m JJ Q Cl) (1) ::s-0 ~~JJ ==-~~ "' -7-:Z cu G) ~z c., C s: -tD m JJ -\_V - 0 JJ ~ z GJ -~ i 2'-6" r··------3" f'-(J' f'-(J' 3" #5 In l(J' deep /xJle, drill and bond dowel, tot 6 ----~--.J --1---½" Expansion Joint ff/fer ,,,,.-~ ti " ~-/L..----#4 B tot 6 • I -eo B ,I (\J ti \ -1----1-· ,rt .. =.=--~ ,...,,=-_--------..cl__ ~==~=:;,.?' I B 1---ji--+---#7 In 1411 deep hole, dr!/1 and bond dowel, ,l_ ~/. / 1 • ------+--½" Expansion Joint flller -1----t-""---t--=---+---' ~ I tot 3 -----■ ' ------..L...,,..l..,....---.4-----1-.-...l,.'\. ______ _ -#7 dowels tot 3 • • • • • • • • • • • • • • • • • • • • • • !,._.! . ' . ' . ' . ' . ' . ' . ' . ' . ' . ' . ' !,._.,! • • • • • • • • • • • • • • • • __ , tot6 C PLAN I II = /'-(]' SECTION 8-8 ri\ \J) v I II = /'-(]' Remove exist coating and apply protective surface coating to all exist exposed concrete Apply protective surf ace coating to all new exposed concrete l l I ! ! I Shear key i i i i i i ( ___ _,__ ___________________ -----------------·-1'·----1---------------------·t··----j-----------------------i··-1.,,,,------Shear Key symmetrical about ff. br I dge i I I r I I I 1 r··---... -------·-;1 ---------~ ! ff. Bent 9 or /3 ! , ! ~ , ! ! --------------------------------J·--------------------------~---1----'--1.--------------I ---------·-·r·---------------t-·I 'l"oF ESSto,i, ~ta~R <:) ,f( "" .:!' MATTHEW W. ~ t; SALVESON ':!--"" Cl 56351 '" w No. ,., "' "' ~ ~ 03/31/01 ). .r,.,.-f CIVIL ~'11" DOKKEN ENGINEERING ,.< ~o'<' Suite A-153 or c~\., 3914 MURPHY CANYON RD, ,--------, -------, '! ii • • I : I : I i i SAN DIEGO, CALIFORNIA 92123 -------------------t--t---------------------------------------------------------------- ---------··7··-------------'---,-(-..------.-ll-r----.,,.+,.___,_----------r··----------; • ' ; • ' : I ' • I • i I • • ' ' • • • • ' ' • ' ' ' ' ' ' ' ' • ' ' ' ' ' ' ' ' ' ' • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' • • ' ' • • • .... .! 1 __ J • .... .! i SECTION C-C 111 = /'-(]' I ,.t C\J ._ ________________________ , · Expansion Joint ! .... -------... !· -----------------~-----------------------------------------------------------------------1-------t------------------------------------_ _,'Rs~S~S ...... '!_..,._.._..,_,.~ :.,:==""-=-'"~._.,.,."=-=-==--=-==-==.,.~"._.,.,,._.,.=a,-,.:;;=-=-======-=-...,,r----- • I ! ! ·1-1 i r.c_ Bent 8 or /2 i i ~ r·---------------------7 i --------------------------------~---------------------------, -------------I ------------r1 ----------------L--11 BALBD02. DGN AS-BUILT GB 8-2-99 ' ~. i ._\,I I I : I I I c__~ ~---L---~ I ' i 2'-6" i 1 1 ! ! I i..---=----'---.! : I ! I,. I ' I ', I I -----------------i I I I : I I I ! i ~ i i ~ ! SECTION A-A BENTS (8, 9J & (12, /3J NO AS BUILT CHANGES AS BU IL T C-3212 CONTRACT NO. DATE CORRECTIONS BY STPLZ-5151 (003) 7/22/99 RICH FITTERER DOKKEN ENGINEERING Note: The contractor shall verify all control/Ing field dlmerrsfons before order!ng or fabrlcat!ng any material. C-3212 BALBOA ISLAND BRl:ITGE l---4---+----------+---lp=u~sL~1c~w=oR=Ks~o""'"1=RE=cT=oR,---1 BENTS 2, 4, 6, 15, (8, 9} & ( l-2, 13) R.E. NO. __ • SHEAR KEY DETAILS No. 2 DATE DATE BY DESCRIPTION APP'O. DESIGNEDHH DRAWN CF CITY OF NEWPORT BEACH H~S149-S REVISIONS CHECKED TL DATE 3197 PUBLIC WORKS DEPARTMENT SHEET 1'3 OF 18 .• ~ -- ;~ ~ . -;; 0 ,;; -..i jj ;~ i < " z rn " J> C ~ 0 ~ l: z C ~ rn m JJ ~ ~ \'J -q: \", \S'1 -~ )i 0 JJ ~ z GJ - r-1\n Exist cable restrainer. ----·-----------, ' . Shear Key l...---Symetrlcal about ff. bridge ' Exist cable restrainer ½" Expansion Joint flller, typ --- ~ ~--- - ---~ - MATTHEW W. ~ SALVESON z a ,., w No. 56351 ,., "" "' 03/31/0 DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 i ' I ' ' I ' ' l L ·--··-··--· ---·-·1 r··----------------, ·-------------------------------·---------··-------~ --1 ~ • • • i i I I I ! ' ~------! r _____ J _____ J ____ _ I Rem!Yve exist coating and apply protective surface coating to all exist exposed concrete '·· r·-··1 _ ___ _ __ i ' ~./ -,....-~, i •--~-----+----_____ .. '1 t I I I i i I , I j ~ _____ i,_ ______ --------------------' ' I i I I i : -----L-----------~~--1 --+- ' I ' I : ' ,____ -------,-------.;.--,'·-··---T-------·-··--------------1 -~ ' ' I 1' ' ' ' I I I ' : ! I I ' • --------+!-"T Apply protective surface coating 3'-/0'+ to all new exposed concrete ...L..N I ' I ' ELEVATION ffi Modifications per CCO #3 Exist cable restrainer #5 drlll and bond dowel t:i ~-----------------------------------------·----------------~ /. • • , / ~ #5 dowels • • • ~ ------- 6" r-5" r-5" SECTION 8-8 ffi Modifications per CCO #3 I" = /'-0'' -------------------------------------------] r·---------------------- J: ,I J: ,I J: ' ---------------------------------------------J; ·------------------' ' I ' i J: ,I J: ,I f-----------., --------------11 I I r-------------,-------------------------- ,I I I : I I ll I ,I I ~-------------+---------------------------i:: -------------;:r. ,---------------1~ ,-----t i j: I ,I ' i ' i JI -~" /' ,I II ,I r----- ' L ••••• ' ii ~ .. -----L••••• •v tot 8 each side (epoxy cartridge), tot 6, typ--t---~ • ! [ Symetrlca/ about rt.. bent c::=:::t--------==---===---=::.-::-_-::-_-::=:-_ 1---~ ----------~-----------------------------------------------~--f----.......... .1 #4 □ tot 6 each side r:---- L.-----• '"' ~ : r-------·¼-----, b===::i-----. ..::.--=:.-_ ---=:.-..::.-..::.-_-_-..::.-____ 1_____ _ _______ J __ ! B ~ ~~--.v1~~~-v1~~ AS BUILT SECTION A-A CONTRACT NO. ½" = r-a' DATE CORRECTIONS BY BALBD03. DGN AS-BUILT GB 8-3-99 ----------------·~---~-------------7 3" -----------~ typ r-2" 2'-4"+ SECTION C-C C-3212 I" = l'-0' STPLZ-5151 (003) 7/22/99 RICH FITTERER DOKKEN ENGINEERING -----Ex!st drop cap r-2" ffi Modifications per CCO #3 Note: The contractor shall verify all control/Ing field dlmens!ons before ordering or fabr!catlng any mater!al. C-3212 PUBLIC WORKS DIRECTOR R.E. NO, __ _ A,~, RF I Mod Shear Keys CCO # DATE BALBOA ISLAND BRIDGE BENTS 17 & 19 SHEAR KEY DETAILS No.3 DATE BY DESCRIPTION APP'□. DES I GNED HH DRAWN CF CITY OF NEWPORT BEACH H-5149-S REVISIONS CHECKED TL DATE 3/97 PUBLIC WORKS DEPARTMENT SHEET /4 OF /8 z C s::: CD ~ I I ) I • 0 :0 );:,• ~ z G) Chip area to sound cone, sandblast & t:, • • patch ----+-.C. • Exposed rebars -i------.~1 t:, Bevel top edge, • • Anchor at 12" • 0C ea way, see Tie exist rebar • t:, • to anchors. t:, • typ EB Bevel top edge, typ Chip area to sound cone, • • b. • t:,. • • • b. b. • • • • • I" sawcut, typ ----r---. il=l!=:::P ---+--¾" min cir sandb/a_s .:.:..t-=&---r:-- patch -b. I" sawcut, typ • Add wire fabric when repair area exceeds 2'-a' sq. • t:, • • • • /J • r-1----Exist sound cone • • • Undercut, typ SECTION Add wire fabric when repair area exceeds 2'-0' sq. RE/NF STEEL ENCOUNTERED NOT TO SCALE Anchor at 12:' 0C ea way, see Tie exist rebar to anchors • <J • • <J • '-----::;;-=l=---¾" min cir • • <J • • <J Exist sound cone 0 II-0 • • • • <J • r---Undercut, typ I" sawcut, typ • • b. • Ex!st sound cone --t-( • Undercut, typ • • • b. • • • • Undercut, SECTION RE/NF STEEL NOT ENCOUNTERED NOT TO SCALE Exist sound cone • • [>. • • [> " 0 C> 0 0 0 0 r--.:..---...•~--~------[> • • • • [> Chip area to sound typ Chip area to sound Exposed rebars cone, sandblast & patch I" sawcut, typ cone, sandblast & patch SECTION AT SOFFIT RE/NF STEEL ENCOUNTERED NOT TO SCALE REPAIR OF SPAJ.1. & UNSOUND CONCRETE GENERAL !. Make a sawcut f Inch deep, minimum, on each face of the concrete to be removed. The sawcut shall not extend beyond the removal flmlts. Chip out concrete between sawcuts to a plane surface, then. chip out and remove all delamlnated, unsound or Imperfect concrete. 2. Repair area to have a surface prof!le of +½5 Inch. Edges with adjacent surfaces shall be left sharp and square. 3. After chipping and removal have been completed, all exposed reinforcing bars shall be thoroughly cleaned of rust, mortar or other deleterious substances by power tool cleaning, sandbfast!ng or otoor approved means, or shall be removed and replaced per the direction of the Engineer. 4. Coat any exposed rebar with Armatec 110 Ant/- Corrosion coating or approved equal. 5. All fines or dust shall be removed from too chipped surfaces by an air Jet or by vacuum. If an air Jet Is used, core shall be token to Insure that no o!I Is In too air system. A suitable of/ trap shall be !n service during the air cfeanlng. 6. Begin patching spafls after all crocks within the spaf/ed areas have been repaired and !n}ected. Repair cracks greather than 0.125 Inches wide, and obtain engineers acceptance of crack and repairs prior to patching spat/ areas. SECTION AT SOFFIT RE/NF STEEL NOT ENCOUNTERED NOT TO SCALE A. SPALLS !. Install and cure per manufacturer's recommendations. The existing concrete surface to be patched must be clean and saturated surface dry. Scrub mortar Into the substrate before pfac!ng the patch. 2. Polymer concrete mortar: Slka Slkacess /33 slflco fume I::.... enhanced shotcrete or SlkaTop 123 plus or approved equal. ~ 3. Polymer concrete patch: Added aggregate to Slko Top flt with moter!afs and proportions approved lYj the polymer concrete mortar manufacturer. Finish color to be concrete gray. 4. After too patches have cured for 3 days, minimum, remove any lrregu/arltfes or departures from a plane surface by grinding or rubb!ng with a carborundum stone or other means approved by too Engineer. ~ 5. /;pp/led S!ka Top Seat 107 and Slkagard 670 W per CC0 #/0. ~-Alf spa/ls adjacent to existing concrete with protective coating (e.g. thorough coat) shall receive an appflcatlon of protective surface coating. /;ppflcatlon shall be per too manufacturer's recommendations. • b. t:,. • • • • • • 7. Repair of spat/ and unsound concrete shall not occur simultaneously on adjacent spans. Exist ties --t----=---1-l, b. t:,. • • t:,. • Install¼" S.S. U-strap @ 18" vert spacing. Set In epoxy !n • • • predrl//ed holes (8" min embed). -1:---t-11 Concrete patch Ex!stbar-- • DETAIL SECTION NOT TO SC • • t:,. • • t:,. • • t:,. • • I t:,. t:,. • t:,. • • • • • • t:,. • • • • • • • • t:,. • • • b. • t:,. • • • • • b. • b. • • • • • • t:,. • -• • • • t:,. • b. • b. • • • • • • • • b. • • • • • •I::,. • t:,. • • • • t:,. • • • • • • b. • • • • • • • • • • • • • b. • • b. • • t:,. • • Pressure Inject with S!kadur 35LV Injection resin. Cap & seal cracks and set Injection ports with Slkadur 31 Hf-mod gel Clea crack & apply urface seal ~ Remove surface seal, finish surface flush. SECTION NOT TO SCALE CONCRETE CRICK R fil(Not needed) GENERAL /. Concrete crack repair Include the sea/Ing and ooalln of surface cracks Identified on the drawings, Internal racks greater than . /25 Inches wide exposed wh!le chipping out spafled ar as, and as dlrec. ed by the Engineer. A Crack Sealing I. Use epoxy paste seater to Install Inject! rt devices and to caulk and seal cracks. 2. Space metal or plastic Injection port tube , or other approved !nject!on port devices. approximately 12 Inches on center. required, decrease port spacing to Insure maximum penetration of the fn} ted e xy. Increase port spacing only with the Engineer's approval. B. Cracking Healing I. The Injection head shall elt: r mix the epoxy compone ts at the point of ln}ect!on. or receive epoxy co '{)Onents mixed and pumped rom a pressure pot. 2. Once Injection has been arted on a crack, It shall be ont!nued uninterrupted untll the crack has been co letely Injected. Sufficient mater Is shall be Immediately avalloble at the 'jobslte before starting Injection. 3. Start Injection at the rawest elevation point along a vertical c ck and at an end of a horizontal era . Continue Injection unt/1 epoxy appears the next consecutive port. 4. Cap or seal tm njectlon port with exuding epoxy and continue Jectlon. Cap or seal each succes Ive port where epoxy appears. When epoxy no Ion er exudes, continue Jectlon after a rise In grouting pressure for appr lmate/y one minute. _5. __ Cap_or__se the_fn}ectlon_pod_and_begln __ lnjectlon_at_the_next_consec ve_port which has not een capped or sealed. Continue In this manner unt/1 the er k Is completely I ected. 6. Upon mpletlon of the crack Injection, all excess epoxy sealer and lnje port dev! s shall be ground smooth and flush with the adjacent concrete surface . This requirement oppfles to surface cracks only and wfll be strictly enfor d. 7. or cracks below the finished surface and to be covered by a spa/I repair. re ve the fn}ect!on ports and excess epoxy sealer. Grinding the surface s ooth ls not required . . Solvents may NOT be used to thin the epoxy system fntroduced Into the cracks or Joints . AS BUILT C-3212 CONTRACT NO . STPLZ-5151 (003) DATE 7/22/99 RICH FITTERER CORRECTIONS BY DOKKEN ENGINEERING Note: The contractor shall verify all control/Ing ffeld dimensions before ordering or fabricating any material. DATE BY DESCRIPTION REVISIONS MATTHEW W . ~ SALVESON --------;:; co "' w No. 56351 ,,, "' "' 03/31/0 DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 CIVIL Of' C ~" I" sawcut. typ Exist concrete Concrete patch • ' . . t:,. , . . . • ' 8-• • ' • ' ' ' '· ---.. ~ , , • • • t:,. • • • • • • t:,. • • t. • • • _,__ New anchors. Tle rebars to onct,;rs. See EB • • [I~~:==:::::=}-Exist rebars to remain . . . , . • t:,. • • .. ---.. . • :------I-Md wire fobrfc when • ' • ' ' ' • • , , , , , ' , t:,. • • • • repair area ls greater than 2 SF . Provide anchor at 12:' max each way when wire fabric Is added. Undercut. typ SECTION AT CORNERS NOT TO SCALE New concrete I" min b. • t:,. New 6 X 6, /0, /0 • • welded wire fabric t. . • -Fasten fabric to ------- bolt with S.S. wire. • t:,. • • • fl • • Std galv ¼" machfne bolt (length varies) at 12" max horfz and vert. unless noted DETAIL MECHNI/CAL EXPNISION NICHOR NOT TO SCN.E • • t:,. t:,. • • • • t:,. • • -- • • b. • • 2 Exist concrete 3" min /;pproved concrete anchor C:_ 3212 BALBOA ISLAND BR l:OGE SPALL AND CRACK REBAIR DATE APP'D. DESIGNEDHH DRAWN CF CITY OF NEWPORT BEACH H-5+49-S CHECKED TL DATE 3/97 PUBLIC WORKS DEPARTMENT SHEET /5 OF /8 , . I ----i z C s: (lJ m ::0 0 ::0 ~ z (j) ridge deck above --- r plated cap Copper plated cladding --- R = 3'-9" 8'-3"+ £Item /0 deleted per CCO #4 7'-(J' ff bent------ 1 6", typ -I .d typ Copper plated ---i cladding 5'-4"+ typ DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 J 5" cir , MATTHEW W. SALVESON 56351 03/31/0 ~ ARCHITECTURAL CAP PLAN ARCHITECTURA AP FRONT ARCHITECTURAL CAP SIDE ELEVATION LEVATION ½" = !'-0'' I½" plywood, end nail to each rafter, 2-/6d Copper plated cap Cut and miter ends -- 3-¼" plywood veneers, face nail to rafters Waterproof membrane---... 2 x 8 rafter, toenail to sill, typ Copper plated cladding 2-¾" plywood sill plates, ____,, (glued), 12g wood screws at 24" both ways Anchor bolt through slit---- BALARCI. DGN AS-BUILT GB 8-3-99 \ \ I ' I .... __ ,., ½" = f'-(J' Blocking SECTION A-A See "DETAIL A" on "ARCHfTECTURAI... DETAILS NO. 2" sheet Blocking, ¾" plywood Waterproof membrane ---¾" plywood, leave ¼" gap above t Copper plated cladding af drop c 2 X 8 sf/I Notes: I) The contractor shall verify all controllfng field dimensions before ordering or fabricating any mater/al. 2) Minimum na!llng shall be per UBC 97, Table 23-11-8-/. 3) Connections shall be Simpson or an approved equal. ____.., .,ee "DETAIL B" on fTECTURAL DETAILS NO. 2' Bird deterrent , Ridge beam ~- --2 X 4 tie ~--See "DETAIL C" on I , / "ARCHfTECTURAL DETAILS '-I ,_ -/ NO. 2" sheet SECTION B-8 ARCHITECTURAL CAP PERSPECTIVE VIEW ½" = /'-0'' AS BUILT C-3212 CONTRACT NO. STPLZ-5151 (003) DATE 7/22/99 RICH FITTERER CORRECTIONS BY DOKKEN ENGINEERING NO SCALE PUBLIC WORKS DIRECTOR 1:-;gl flt-::~---J'\---------1---_j R. E. NO. __ ... RF I Delete Item 10 per CCO #4 DATE DATE BY DESCRIPTION APP'D. DESIGNEDMS DRAWN CH REVISIONS CHECKED BD DATE /0/98 C-3212 BALBOA ISLAND BRIDGE ARCHITECTURAL DETAILS NO. I CITY OF NEWPORT BEACH H-5149-S PUBLIC WORKS DEPARTMENT SHEET 16 OF /8 I \ I n 1: 2l ll z C :?;: m m JJ "~-____J - - 0 JJ ~ z G) - 8d nafls. galv. typ --~ Blocking U26 -------- BALARC2. DGN AS-BUILT GB 8-3-99 12g wood screws. tot 4 per sp/lce ffi Item 10 deleted per CC0 #4 I ' V ff. Bent -¾" plywood, typ 2 x 8 rafter @ 24" max PAT /8 @ 4'-0'' --~;;:--_j 2 x 4 tie @ 24" max I> ,. ,. /). /). ,. I> ' , A , , A , , ¾" plywood, typ ,. I> A I> 2' k'7 vent (screened)@ 24" 8d nalls, ga!v, typ .---2 x 6 blocking 2 x 8 sf/I plate TTHEW W, v, SALVESON °% '-' ,,,. w No. 56351 ,., "' "' 03/31/01 DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 I> I> I> I> ,. I> I> 3x8 /). /). /). 1 ~----%"@ x 12' anchor bolt ga!v @ 4'-0'' ridge beam 2 x 8 rafter @ 24" max DETAIL B 2 II = f'-0'' Rafter Glue tie to plywood DETAIL A 3" = !'-0'' I> , A I> Notes: IJ The c tractor shall verify controll!n leld dlmen ns before orderfng or arry material. 2) Minimum Ing shall per UBC 97, 3-11-8-1. Connections shall be Simpson or approved equal. I> , , A , I> I> I> /). /). I> I> I> r----Concrete I> /). 8" C Rafters spaced rad/ally @ 18" max -- AS BUILT C-3212 CONTRACT NO. STPLZ-5151 (003) DATE 7/22/99 RICH FITTERER CORRECTIONS BY DOKKEN ENGINEERING Bridge deck above Ridge beam -~ Rafters @ 24" max-- --------------1------------------- FRAMING PLAN ½" = /'-0'' PUBLIC WORKS DIRECTOR R.E. NO. __ BALBOA ISLAND BRtfJGE ARCHITECTURAL DETA I LS··NO. 2 1i~ RF I Delete Item /0 per cco #4 DATE DATE BY DESCRIPTION APP'D. DESIGNEDMS DRAWN CH CITY OF NEWPORT BEACH H--5149-S REVISIONS CHECKED BD DATE /0/98 PUBLIC WORKS DEPARTMENT SHEET·/7 OF /8 > m m . " 0 ' jj ~ ~ s z _m n )> ' , ~ " z " ,, ,; 2 :c 0 r 0 ' ~ n 0 0 t a ~ m " ~ -m < ' E a z ' ' m . 0 " 0 ' ' jj u, > "' " " z .m n )> ., C ~ 0 ~ )> ,. z C :s:: CD m JJ {i3 ~jj ~I! .3 ~G') ~Cl\ ~ .-z ~c ('\\ ~ s: >,\.~ JJ n J, ~ '.::\: "" \ u· -~ ~ 0 0 JJ ~ z G) CONSISTENCY CLASSIFICATION I LEGEND OF EARTH MATERIALS FOR SOILS I:: I GRAVEL ~ Cu:tEY SILT According to the Standard Penetration Test I D SN-ID Im PEAT and/or ORGN-1/C MATTER Penetration ~~~ SILT ~ FILL MATERIAL '" Index Granular Cohesive [ZjcLAY !§§l!IGNEOUS ROCK /blows/Ft} 0-4 Very loose Very soft ISi SN-IDY CLAY or~ SEDIMENT ARY 5-9 Loose Soft Cu:tEY SN-ID ROCK 10-19 Slightly compact Stiff ;;; SN-/DY SILT orOOJ METAMORPHIC 20-34 Compact Very stiff ,, ' SILTY SAND ROCK 35-69 Dense Hard m SILTY CLAY ll. 70 Very dense Very mrd NOTE: C/asslf/cat/on of earth material as shown on this sheet Is based upon --field Inspection and Is not to be construed to Imply mecmnlcal analysis. n 0 n 0 l> 0 ::a -1 z ::a rn -1 rn ::a n l> -1 n --1 0 z z (/1 0 . CD -< 0 ::a ---J (/) 0-' -1 "' n N 7J "' :c I\} r rn ' N z "T1 lO I -lO Ul rn -1 -z -1 Ul G> rn --::a z rn -rn ::a 0 rn 0 ::a vi --z Cl ~ I I I I I ~ I I I I I ::0 !::::! ~ -(/l V, (") -,, 0 -z -0 V, -; ~ )> -0 -0 0 ('") --0 -I c:-< CD ro ;:; "Tl "" :z: §5 IT1 ;>< :IE "'-c ao c::: ::a :fi; -I ..! cc rr, IT1 :=:i > ('") ::::c u, :,: I "' "' I -; (J1 Co ~ ..p,.. 0 r..o " I Co U) 0 ,, )> C -; {D rn r -(") ,,~ . ,, "17< • (/l Zo Q_ . ,, rn (") -; §l I 0 OJ )> r C) ~ I 0 )> Tl -I (/) ,Tl r l/) )> -I z CD 0 0 OJ :::0 :::0 ~ -z 0 C) C) (/) rr, _r "' """l ,.n,"""J )> (/) rn C - I -I n I <.,J I\} -I\} 0 I (..,..J N ~ N ¾ i- <::, • """" "' ~ ~~ t;; ~ ~ i::; "' :i,. is ~ :,;: ~ ~ ~ ~ ~ '-- ..... ~ < C) p V) to c::: r=:::: --, ~ < ~ ~ {::t5 ~ • ll'\ ~ ~ I " ..,, ~ t <::, ~ ""' ~i <::, I I :t: ~~ ~~ :'i~ -....;~ ~~u f's.~ ::;:(J ~0) 0 ~ ~-., f's. r--.: . I r-i, r-i, '• ., 11 ': --.11'1 ~ ~I 11 11 ---~ ~~ '-I I ~ I I I I I ~ ~ ~ I I I I ~ ~ 0 2-1/4" CONE PENETROMETER [[] SAMPLE BORING /DRY! El ROT ARY SAMPLE BORING !WET! Ell NJGER BORING /DRY! □ TEST PrT %> DIAMOND CORE BORING [[] JET BORING I}. ELECTRIC CONE PENETROMETER I ~ " ~ I I :-6 ~;g ~~ ~~ \::3 :i:.: ~~ s::: ~~ :i:,.:....., ~(;) ·1~ ~ ~ I I I '~I I ~ ,,. (} 'I-'· ~ ~ "' ~ ~ "" ... ~ ~1• V d, <; i ll'\ ~ s,; '<:,' "' ~ "' ~ ~ :;· '<:i .,. a ~ ~~ I " ~ ~ '"'1 C'IJI un ,..,~, .n 1Ml Mn,c~, l:JVCil0t-f'JEW'"1'1N ABl:l3r:t!CBH 11 B-No. Top Hole ~I _g ifa Pressure measured on element 110 cm 2 areal Pressure measured along sleeve fnctlon element 1150 cm areal divided IN pressure meosurecf on tip 6'------'4"'~-2~--'-~-2~00-.:....,300 element O 100 I I Friction Ratio 17.I Tip Bearing fTSFI Boring Dote ELETRONIC CONE PENETROMETER TEST Cone Penetrometer dimensions and testing procedures are In accordance with ASTM standard D 3441-79, or as noted ~ I I I I V • ,;:::, ~ " ~ r-i, I ~ ~ I ~ I I ~ r-i, ;;: CJ r--....... C) ~ \C) a a -+i -+i <ct Cl) V) ~ -c::r-o 0 a ~. --, :::::, -\C) OJ V) Cl) -+i Ci --, () a ==r :3 oo c:: --, S2:: Cl) ---. -s::: () ---. a ~ c:: C) V) --, :::>;:--V) V) 2" c:::i ~ {g Ci c:i --, --, -Cl) ~ c:i :::::, ~ -....... ~ c::r- (1)° c:i - ~ a -+i -+i ....... () Cl) V) C) -+i I~ '\J STA. 6+27; 10' LT OF BALBOA /SLANO Bli'/OCI[ C I 0 "1J ----l ~ ~ r-i, ~ " ~ ~ ~ ~ ~ r-i, u .. I ")> ~z 11 ~ ' '"'1'"" '"' '"'"' "' lMl .,,,,,,~,., l:JV!:.lO l:IJSV>JnN AS l:l3Cl!,03tl ~ 1 ? 1' " $ ~ I .... ~ I\) : ~ Kl :ts: 1N A8 t:!30t!CBl:J IOllvtiOd:10:J 010H NVld 'o'INt:lO:HTV':J '3Nl/\l:::II • NOll~O~O:J OlOH NVld VINl:10:llll;f::J '3NIN::lt • N□ll~O&IO:J □l□H NV7rl EJNIM\11:lO 8//{JJ SblAI..AOf.l ./fdl Jo b~ l:l381/\JnN 8NIM'v'l:l□ c'/C: 'i-:J S-:-b h I c:.-./.I ;;;I /JpJA<;j pvrb 7 s I "l?aq 11' '7J l:l381/\JnN EJNIM\11:lO ~ ~ ...., :-¾ i- ¾ ~ ~ ~ . ~ ~ / ..... $). - I°') (lJ ..,, }> i· " ' <:5 (lJ 9 - (f) ' }> z 0 (lJ :;u -0 Cl fTl "' ) "' i " <::, "' i - ~ / ~ ~ ...., I :-,_ -._I, -._I, . ' '< C 1:1 $ ~ "' $ $ ~ ~ ,I I'\:, ~ I " ffi '-V $ ~ I ~ ----l -->. lj_ BENT 21 lj_ BENT 20 lj_ BENT 19 lj_ BENT 18 lj_ BENT 17 lj_ BENT 16 lj_ BENT 15 lj_ BENT 14 q BENT 13 lj_ BENT 12 lj_ BENT 11 lj_ BENT 10 lj_ BENTS q BENT 8 1j_ BENT 7 lj_ BENT 6 lj_ BENT 5 lj_ BENT 4 lj_ BENT 3 lj_ BENT 2 lj_ BENT 1 1j_ BENT 0 ':'-> ·~ :--IM '--'--vi .. $~~ ~...., ~ ~ i:;: ~ :!j~ ~ !,,\~ ~ ~~ ~ ~~ 'I~~ :,, ~ ~~ ~ ~), ~ ~~ "' ~ '; ~~ ~ r-.; °' ~ !'!l<::> V\ l;;:~ ~ ~~ <::j N~ °' ~t"l 'S~ ~~ ~t:1 ~~ N :5: ~;) ~ ,::J ~ -;:ii OJ I~ rti :i,. 1;\ Oa ~ ..., ~s= ~ '1«> <:5 ~ i::o rt']> ~ (l) :::, ,.._ §'i ..., <: Q ~ ~ 6 ~- i;:J vi ..., 0 :a £:i Q::J ~ 0 3 > ,.._ c::i (l) ~ ..., ~ -·a ~ <: -(l) • ~ -~ :::, (/)~ a ::i c::i {'/ 'll[>, ~ '-c -. (I) . ..,.., lQ 0 . \) )> (.Q N ~ '.J ~ ~ ~ ,, ~~ .,_ i ~ .~ = " " ~ 8331 ""' '"" "n "' -. . -.... tfV'9lOIH9i' '71Ntl0.:lllli:::J '3NIN:H • l:l381/\JnN Exist brass stub-out, typ fC. bent II fC. bent JO fC. bents 8 & 9 fC. bents 12 & 13 r ' ' I MATTHEW W. SALVESON z C s: CD m JJ EXISTING BRIDGE ELECTRICAL PLAN & Navigation tamp assembly, bents JO & ff only -- Secure fixtures to p!fe cap as required with two ½" x 2" stainless steel bolts & anchors per support Exist lamp assembly-- " " r!ll " ii " " II " " rl, ---•-•----! I II II II II II II .I.__-----+--Ft;J.================================~1 ' I ' ' I ' ' r· I ' • i ' I I ' ' ' L-----~ I ' ' ! ' I ' ' ~ /" = 20' --Exist galvanized cast-Iron box 0. 2# YR. 060606 ---Exist conduit ----Exlst bridge LEGEND ·---tiff------ • 0 (]) Exist conduit Cross hatches on conduit Indicate number of conductors lnstaffed. 3#/2 AWG wires Indicated Existing navigation tamp assembly Existing post top llghtlng fixture Existing Junction box Notes: I) Navigation lamps shall be placed Immediately after completion of construction at each bent. - ~ 5 £::! 0 5 (1) JJ £. 2) Lamp shall match exlstlng lamps. ; I i S ~ ! ;~~~-z /;\ 3) Assembly shaff consist af red glass globe ! i ~ ~ .e. ~ -------------------------------___________________ _.__~~-m_o_u-nt'ed on recongructed-.i4"alameter schedule40 wnltePvc-----1,-1-~-~ -e;:-~-- tube, removable top cap with tamper proof screws. • .is CD -----½" PVC coated rigid steel galvanlzed conduit, 3#/2 AWG AS BUILT CONTRACT NO. DATE C\;? ~ mounting brackets & suspended lamp for easy removal, 1l " 4'-7" overall length. ~ ~--~ 4) Assembly shall match existing assembl!es In appearance. ' 5) Remove and replace lamp assemblles at bents JO & ff only~ C-3212 STPLZ-5151 (003) 7/22/99 RICH FITTERER ----New concrete CORRECTIONS BY DOKKEN ENGINEERING ½" brass nipple and coup/fng flush with face of concrete. ½" brass nipple Into fixture with tock nuts and piastre bushing. BALED0I. DGN AS-BUILT GB 8-4-99 NAVIGATION LAMP DETAIL ¾" = r-a· PUBLIC WORKS DIRECTOR R.E. NO. __ _ ~3212 BALBOA ISLAND BRtDGE ELECTRICAL DETA I Ls· The contractor shaff verlf y all control /Ing f let d d I mens! ons ~,o):'.....j_..!5!.~m..!.As~B'2!u!.!...1!!...lt~c!!.ha!.!...n'51.g~es~--+-+'.:DA~T::,E ::;;;;;;;;;;;;;;:;::::::::;;;;;;;;⇒----------,......,-:--=--:""."".:--:::~ before ordering or fabricating a{¥ material. DATE av DESCRIPTION APP'D. DEsrcNEDMS DRAWN MS CITY OF NEWPORT BEACH H--5149-S REVISIONS CHECKED YT DATE ff/98 PUBLI c WORKS DEPARTMENT SHEET/BaoF /8 0 JJ ~ z GJ