Loading...
HomeMy WebLinkAboutH_5150_S{ff ci > ~ ii" w :r: ~ t;; Af)l>JIS AVE. w ---l----,//-----==-=~---t-m z 0 1- G :;; z ~ i =:, :. :r: w LL 0 >-f- u CITY OF COSTA MESA VICTORIA 19TH ~ 0 w 'l: ~ ST. BN<ER li1 ORANGE COAST COLLEGE OR>JIGE CO. F~GROUNDS ., !a! ~ "' ~ 0-INDICATES Af<EA SHOWN ON LOCATION MAP PAC!F;c VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE 0 MANHOLE t1 FIRE HYDRANT D METER BOX ----0---V Al VE POWER POLE ANCHOR MONUMENT -x-x-x-FENCE 0 0-:'.:l BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE ~)1 BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---Ir_---CENTERLINE ----S----SEWER LINE ------W-WATER LINE ---G-- -GAS LINE --E--POWER LINE -TEL --TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM :0: STREET LIGHT NEWPORT ISLAND BRIDGE-~ LIDO ISLE UNIVERSITY STORAGE '0c DYMID & --' RESER. f RD. '"' CITY OF IRVINE U.C.I. RO BRIDGE--_,, EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, 542-3975 AFTER 6:00 PM PUBL C WORKS DEPARTMENT SEISMIC RETROFIT OF LIDO ISLE BRIDGE AND NEWPORT ISLAND BRIDGE C-28O4 STPLZ-5151(OO4) APPROVED Ci.2wif_ DATE ~-4,(~ PUBLIC WORKS DIRECTOR LOCATION MAP NOT TO SCALE RF ffi As Bullt changes DATE BY DESCRIPTION REVISIONS GENERAL NOTES EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AV .AJLABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING OF CONSTRUCTION. CALTRANS STANDARD PLANS DATED JUL~ /992 Sheet No. AJOA AJOB A62C Title AbbrevTatlons Symbols Umrts of Payment For ExcavatTon And Backf/1/ Bridge 86-21 T-3 Jolnt Seals (Maxrmum Movement Rating = 2") Tem{XJrary Ra/Jing (Type KJ US-Standard plan sheet no. ~DetaT!no. INDEX TO PLANS Sheet No. Title I TTtle Sheet LTdo Isle Bridge 2 3 4 WorksTte TraffTc Control Plan Stage I WorksTte Traffic Control Plan Stage 2 UtT/Tty Plan 5 6 General Plan Abutment Layout ~6A 7 8 9 JO II East Abutment Layout Abutment Details No. I Abutment Details No. Bent Layout Bent Detalls No. Bent Details No. I 2 12 Bent DetaT/s No. 3 13 Log of Test BorTngs Newport Island Brldge 2 14 Workslte TraffTc Control Plan Stage I /5 Works!te Traff Tc Control Plan Stage 2 16 Utr!Tty Plan 17 General Plan 18 Approach Slab DetaT/s 19 Bent RetofTt DetaTls 20 Spall and Crack Repalr 21 Log of Test Borr ngs AS BU IL T C-2804 CONTRACT NO. STPLZ-5151 (004) DATE 1/11/99 CORRECTIONS BY RICH FITTERER DOKKEN ENGINEERING TITLE SHEET C-2804 APP' D. DWG. NO. H-5150-S SHT t OF 21 :;:l::. I 0 "1 JJ CJ'I ~ 0 I z IV> G) z --C ~ IJJ m JJ \ ~ 0 -i JJ -~ z 54, G) z C 5L ~ IJJ -m JJ ! I "D ,; 2 :c " 0 5 JJ i " " ~ ~ " " ~ z □ "D m " ~ " ~ w z e < z i5 G) • ~ 2 " -z 0 m z " C , ~ a m ~ $ C > " 2 '" IJJ " m /' JJ 21 ~ 2 ,, ---- 61/, • 3' 3' 3' Logo to be prov I ded by _ __-7,1 City. White text on red background -- C23 5, 11,_ Dark blue text on white backgr d __ SEISMIC RETROFIT FUNDED BY_ ____ FEDERAL HIGHWAY ADMINISTRATION ___ _ ______ STATE OF CALIFORNIA _____ _ __ PROJECT ADMINISTERED BY __ ______ CITY OF NEWPORT BEACH _____ PUBLIC WORKS DEPARTMENT HOTLINE• (714)644-3328 · ______ _ 2· -o· PROJECT FUNDING IDENTIFICATION SIGN No Scale LID01.DGN AS-BUil T GB 7 /7 /99 STOP I I l¾C l¾C ---~ C18 Project Funding Identification Sign. See 'PROJECT FUNDING IDENTIFICATION SIGN' detail. SIDEWALK CLOSED AHEAD USE OTHER SIDE - ffi 120' SIDEWALK CLOSED ffi ~ Traffic signal w~----11 • > <:(" LL) ,_ ,_ LL) >-<:(" 4.. <:(" -1 0 ' SIGNS: C18 -ROAD CONSTRUCTION AHEAD C9A -FLAGGER (SYMBOL) C36 -PREPARE TO STOP C30 -LANE CLOSED C13 -END CONSTRUCTION W57CL T) -LEFT ARROW SYMBOL ffi C23 -ROAD WORK AHEAD ffi W41 -SIGNAL (SYMBOL) LEGEND: 1. 2. 41 = PROPOSED STRIPING & MARKINGS. -EXISTING STRIPING & MARKINGS TO REMAIN. = REMOVE STRIPING & MARKINGS. = PROPOSED SIGN AND POST. ,,./ d ~/ // MATTHEW w. ~ J~ /j SALVESON ,; REGISTERED C: I LENGINEER "' 56351 "' '; No.--=-="-'--;J p 03/31/0 CIVIL DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Su I te A-I 53 OF c~'-1 SAN DIEGO, CALIFORNIA 92123 I" = 40' 120' 100' 100' • Temporary stop bar I SIDEWALK CLOSED I 11,_ GENERAL NOTES: 1. THIS DETOUR PLAN IS FOR LANE CLOSURES ON LIDO ISLE BRIDGE DURING THE HOURS OF 8=30 AM TO 4=30 PM. NO LANE CLOSURES WILL BE ALLOWED AFTER JUNE 15, 1998. NO LANE CLOSURES WILL BE ALLOWED BETWEEN APRIL 3 AND APRIL 20. 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 (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 1992 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 C13 1. 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. 100' C18 41 ~,____.I SIDEWALK CLOSED AHEAD USE OTHER SIDE • ----,--,-l¼C q = EXISTING SIGN AND POST. 9. FLAGMEN SHALL COORDINATE TRAFFIC OPERATION USING PORTABLE RADIOS OPERATING ON A PRIVATE FREQUENCY ( CITIZEN'S BAND FREQUENCIES ARE NOT ACCEPT ABLE). ,:j = REMOVE SIGN AND POST. --~IC 3. .,,..,,. = TYPE Ill BARRICADE WITH FLASHER 4. >-I • TYPE II BARRICADE WITH FLASHER 5. • = DELINEATOR 'SPEC I AL' Sign Notes, I ) Border Width = ¾" 8 • 6. I" = FLAGGER 7. @ = SIGNALIZED INTERSECTION AS BUILT 2) Border Bar Width -5½" -8 • 3) Corner Radius = 3 II ~ 8. ~ = WORK AREA CONTRACT NO. DATE CORRECTIONS BY C-2804 STPLZ-5151 (004) I/ I I /99 RICH FITTERER 10.FLAGMEN SHALL BE PROPERLY DRESSED AND PRECEDED BY PROPER ADVANCE WARNING SIGNS. 11. SEE CITY OF NEWPORT BEACH TRACT 907 AND H-5096-S FOR EXISTING BRIDGE DETAILS. C-2804 PUBLIC WORKS DIRECTOR LIDO ISLE BRIDGE WORKSITE TRAFFIC CONTROL PLAN R.E. NO. __ _ DATE STAGE I DOKKEN ENGINEERING 1, ,/'!i RF I As Bu I It changes APP'D.DESIGNED DRAWN CITY OF NEWPORT BEACH H-51S'l>-S DATE BY DES CR I PT I ON REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 2/ I I I " ~ ,: 0 5 § " 0 m □ 0 " " g □ " "' 0 " " ~ w 0 < z 0 C 2 a < w 0 m . a " e 0 a ' " rn -~ p ,; " 2 "' 0 ,, c; -OJ m ]J I D ]J ~~ <.J1 z G) QE C-:i ~ ~ --l • ~ 0 ,.-p SU ) m ]J D ]J ~ z G) z C s::: OJ m ]J D ]J ~ ..__ z G) z C s::: ID m J'l " " 0 ~ " <1) " " 0 " -------- LID02.DGN AS-BUil T GB 7 /7 /99 - ---------~- SIDEWALK CLOSED AHEAD USE OTHER SIDE • Project Funding Identification Sign. See 'PROJECT FUNDING IDENTIFICATION SIGN' I I detail on 'LIDO ISLE BRIDGE WORKSITE TRAFFIC SIDEWALK CLOSED /\ CONTROL PLAN STAGE 1' she •• e~t·:__ _____ -,<·:======~· STOP I SIGNS: ~ Temporary - sto bar Lu > <( Lu I- I-- Lu >-<( u_ <( _J C18 -ROAD CONSTRUCTION AHEAD C9A -FLAGGER (SYMBOL) C36 -PREPARE TO STOP C30 -LANE CLOSED C13 -END CONSTRUCTION W57(L T) -LEFT ARROW SYMBOL ill. C23 -ROAD WORK AHEAD ill. W41 -SIGNAL (SYMBOL) CJ 0 - - ill. 120' ill. ~ Traffic signal LEGEND: 1. _ ... _ =i> __ = PROPOSED STRIPING & MARKINGS. =========== c:~;;,, ---- • EXISTING STRIPING & MARKINGS TO REMAIN. = REMOVE STRIPING & MARKINGS. 2. 41 = 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. ~ • FLAGGER 7. @ • SIGNALIZED INTERSECTION 8. a = WORK AREA AS BUILT C-2804 CONTRACT NO. STPLZ-5151 (004) DATE I/ 1 I /99 CORRECTIONS BY RICH FITTERER DOKKEN ENGINEERING DOKKEN ENGINEERING ofEss, ATTHEW W. ; SALVESON i C) ... w No 56351 ,... "' • "' xp 03/31/01 CIVIL 39 I 4 MURPHY CANYON RD, Su I te A-I 53 o; CP.I. SAN DIEGO, CALIFORNIA 92123 'SIDEWALK CLOSED! 120' 100' 100' SIDEWALK CLOSED -AHEAD- USE OTHER SIDE • 100' VIA LI W41ffi. C36ffi. C18 41 Temporary stop bar ill. GENERAL NOTES: 1. THIS DETOUR PLAN IS FOR LANE CLOSURES ON LIDO ISLE BRIDGE DURING THE HOURS OF 8:30 AM TO 4:30 PM. NO LANE CLOSURES WILL BE ALLOWED AFTER JUNE 15, 1998. AND NO LANE CLOSURES WILL BE ALLOWED BETWEEN APRIL 3 AND APRIL 20. 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 (5) WORKING DAYS IN ADVANCE OF IMPLEMENTING ANY CONSTRUCTION DETOUR. 5. ALL SIGNS, DELINEATORS, BARRICADES, ETC., SHALL CONFORM TO THE ST ATE OF CALIFORNIA STANDARD SPECIFICATIONS DATED 1992 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 C13 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 ( 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 TRACT 907 AND H-5096-S FOR EXISTING BRIDGE DETAILS. C-2804 PUBLIC WORKS DIRECTOR R.E. NO, __ _ DATE LIDO ISLE BRIDGE WORKSITE TRAFFIC CONTROL PLAN STAGE 2 DATE BY DESCRIPTION APP' D, DES I GNED DRAWN C I TY OF NEWPORT BEACH H-51 s:o-S REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET J OF 2/ ~ :--1 CA ~ i::_ 0 :0 ~ z ti.) z C ~ OJ m :0 0 :0 ~ z G) z C ~ OJ m :0 BENCH MARK• ELEV. = 24. 503 OCS 1977 1BENCH MARK NO. NB3-I 7-77 ESTA BL I SHED BY ORANGE COUNTY SURVEY 1977. llJEAR THE SOUTHEAST CORNER OF THE BRIDGE, OVER WEST LIDO CHANNEL LEADING ONTO LIDO ISLE, 22. 3 FT. SOUTHERLY FROM THE CENTERLINE OF VI A LI DO, 23 FT. EASTERLY FROM THE SOUTHEAST CORNER OF THE BRIDGE TO A SECOND ABUTMENT WHICH IS 6.6 FT. WESTERLY FROM THE EASTERLY END OF THE CONCRETE BANN I STER, 5. 3 FT. SOUTHERLY FROM THE CONCRETE BANNISTER, SET ON TOP OF 2ND ABUTMENT. EXISTING ABUTMENT WALL __-~EXISTING FINISH GRADE ------------ "' . ' ' ~ \ ' I ' ','I • 5' -6":!: I ' -8' :!: 8" DIP N :· J>, I . ,, --, --r:,:r-----,-. ' f>. ' c,.i.... __ _ PH NO DESCRIPTION I GAS SEWER 2 GAS SEWER 3 TELEPHONE WATER 4 TELEPHONE WATER r ---;..~---, I _,.. / ' I I / I ' I I \ \ I : : ' I I I \ \ I I ' N I ' J I I [ __ .::-::::: !_~--:__ -'--~ i· /j, • b. • :t> I> I &-P __________ '?_ : • !) ·~✓-- !· J>, ,,-1 • :· /j, • ! !l> e..f ' ~ ' ! . i i· I> t> ' : ' I l: -_,Cl __ : _____ ) EXISTING PIPE OR DUCT MEASUREMENT DETAIL N. T. S. LOCATION z Z' I . 2 2' FROM FACE OF CURB I . 25' I . 7 5' 2. 45' FROM FACE OF CURB 2.00' 2. 67' I . 2 2' FROM FACE OF CURB I . I 7' I . 6 7' 2, 45 I FROM FACE OF CURB I . 9 2' 2.59' I . 25' FROM FACE OF CURB 0. 67' 3' FROM FACE OF CURB 0.67' I . 25' FROM FACE OF CURB 0. 67' 3' FROM FACE OF CURB 0, 67 I LIDOUTIL.DGN AS-BUILT GB 717199 REMARKS 6" DI A. STEEL PIPE 8" DI A. CAST IRON PIPE WI PLASTIC LINER 6" DI A. STEEL PIPE 8" DI A. CAST IRON PIPE WI PLASTIC LINER 5-4" DI A. FIBERGLASS CONDUIT CONC. ENC. 12" DI A. CAST I RON PI PE CONC. ENC. 5-4" DI A. FIBERGLASS CONDUIT CONC. ENC. 12" DI A. CAST I RON PI PE CONC. ENC. 4' -8' :!: I I' -0" :!: I I '-0" :!: TYPICAL EXISTING BRIDGE SECTION LOOKING EAST 1/2' = I ' AS BUILT C-28O4 CONTRACT NO. STPLZ-5151 {004) DATE I/ I I /99 RICH FITTERER CORRECTIONS BY DOKKEN ENGINEERING PUBLIC WORKS DIRECTOR R.E. NO. __ _ RF , As Bu 1 It changes DATE DATE BY DESCRIPTION APP' D. DES I GNED DRAWN REVISIONS CHECKED DATE ofESSto MATTHEW W. "' SALVESON ~ --~~~~--z u 56351 ~ 'ti No. _____ ~ xp 03/31/01 CIVIL A-153 OF ci,.1-\ I' -8 ': C-2804 LIDO ISLE BRIDGE UTILITY PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT H-51!5"0-S SHEET 4 OF 2/ I .... I ___ __. ' I ~ ,; z I 0 0 r 0 II a ~ " t 0 0 ~ a D □ ~ '" ! 0 a 0 z 0 < . z 0 G) ~ z s z 0 :i . < " C " □ a ' 'i5 ~ ' • • < " z CD !" " m l> Tl r BB--------._ ~ ________ T_ot_al_l_en_g_th_=_l8_6_' _8_¾_'_'±_m_ea_s_u_re_d_o_Jo_ng'--([_-L_l_do_ls_le_B_r _____ -iV EB ~ 62'-43/a"+ 62'-0"+ 62'-43/a"± QUANTITIES Traffic Control System Bridge Removal (PortlonJ Structure Excavation (Bridge) Structure Backf!II (Bridge) Asphalt Concrete <Type AJ 60" Cast-in-Drilled Hole Concrete Pll!ng Structural Concrete, Bridge Dr!// and Bond Dowel Lump sum I.J.Jmp sum l6ICY 17 CY 2/Ton 509 LF =--------------.. -----------------------------------------~ .. _,,_,.__ ______ Dr!// and Bond Dowel ------------™=[~_: _::_;._;_ __ :;i_(~~~=--=-=-:;_~,nrrr-1-T r-,-=-i=-.---,--r-r==n:==rr:=11"'1"" -rrr,r-.--r=,==r==r-r-,r-r-.r=,r==rii=n-l'T"T-r-,---.-lr-11"--T-T==r=T=r==.:::::ri=Ti~;_:-_:;-;;i i:=:-:;:~1---------- 1 -11---:-------------.::::::::: : : : : : : :::: :::::::: : : : : : : :::: ·::::::: : : : : : : :::::: 11 ·: (Epoxy Cartridge) 128 CY 36 LF 50 EA r-8"± 2 2 l__ Jl_: : ___ ~b-b-.-b-.b-la:4.s!s-~-b=.1.-~lb,~,I,;; ___ , _ db,l,-...dbd:-,,!;-e:!a-""=-:.db:aheJke,l=A-:idiJ,j; _ ,b¾--±±-.-~,sk,~~4"4-,s!ss~s!---~ [ Q ) ~>-;r)::;:: ==-=7 i;i::r .. . ® \Fr .. . @ (:------·===~ ,_ ., ·--• :~.;. •. , Bar Reinforcing Steel (Bridge) ...... ' --. ' . ' '1 " I " II •• ' II I ' I ' ' • ' --.. ,, If~-~-; :: : : : : 11 I //', 11 11 II I /7', II I I , : ----i: )I : :1, , , 1 :: : : 1 , :: " :: : , , , :: : : : : : : .: Furnish Structural Steel (Bridge) I\:::::: \ Ill// \IJ ii /!!Ii-~,\ I I:::: II i! : :\! ! ! \ ii lf i li i\ v ii I/; ii i i i i : I I I ii Erect Structural Steel (Bridge) ii : : I' • • l :: : :: :: l: -:=:::::==-l: : :: J: l ll / : : : : : :: .--IJ---+---+l~ ' : , 11 I !! 11 11 --11 1 !! fl 1 11 ----i---e-;..-• .;.------IL-, L I • • , , , . ) 11 1 11 II II OI I II II I II I.. ' ' ' ' ---I J ,ar--u--:-::---nfiunr II i !! ii ii it i !! Ii i H -----u~-::·--:-:--: u·iT;,--u • • u-11111 11 11 "'" "'" u. ''' OU 'l )-LL---~l LJi " ' LL " ' " ' ' ' ' -----u..__l~~:TitlJ~t:~:JJ (t-~J~t~J (]) __/---·, '. _._.; East Abut West Abut 176, 2// LB 3,322 LB 3,322 LB 5'-6"± Datum elev -30. 01 Pier 2 Pier 3 3 [ Udo Isle Br (]) 4 5 ELEVATION /" =201 PILE DAT A -CIDH CONCRETE PILES ffi ffi Design Loading Nominal Resistance Location Diameter (Service Load) Compression Tension West Abut 51-0" 150 tons 600 kips 150 kips East Abut (L) 51-0" 150 tons 600 kips /50 kips East Abut (RI) 61-0" 75 tons 300 kips 75 kips East Abut (R2J 61-0" 75 tons 300 kips 75 kips Design tlp elevation is controlled by the following demands: (/) Compress/on: (2) Tension; (3) Lateral Loads; (4) Uquefactlon. Specified Design Tip Elevotlon Tlp Elevation -II. 00); -II. 0(2); -II. 0(3); -II. 0(4) -II. 0 -//. 0(1); -II. 0(2); -//. 0(3); -II. 0( 4) -II. 0 +3. 0(3) +3. 0 + 3. 5(3) +3.5 East Abut (U ffi GENERAL NOTES LOAD FACTOR DESIGN (]) \ \ 4 \ . \ . I PLAN I" =20' AS BUILT C-2804 CONTRACT NO. STPLZ-5151 (004) DATE I /11/99 RICH FITTERER CORRECTIONS BY DOKKEN ENGINEERING Note: Design: Bridge design specifications (1983 MSHT0 with Interims and Revisions by CALTRANS) Reinforced concrete: Existing fy = 36,000 psi fc = 3,000 psi New construction Structural steel: Existing New construction Seismic Loading: fy = 60,000 psl fc = 3,250 psi fy = 33,000 psi fy = 36,000 psi Peak Rock Acee/= 0.6g Depth of Alluvium= 80 to 150 ft The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DATE BY As Bu!lt changes DESCRIPTION UD0GP0I. DGN AS-BUILT GB 7 /7 /99 REVISIONS DOKKEN ENGINEERING MATTHEW W. (;; SALVESON ~ 2i "" ~ No. 56351 '.;/ Exp 03/31/0 CIVIL 3914 MURPHY CANYON RD, SulTe A-153 SAN DIEGO, CALIFORNIA 92123 OF C~'- ~([_ Udo Isle Br 341-8"± 41-8"± 11'-0"+ Stage I traffic I0'-0" 4'-8"± //1-0"± Stage 2 traffic /(Y-0" r-B"± I Q) TYPICAL SECTION /" =/0' LEGEND --------Denotes exlstlng structure tmJ Denotes concrete removal (]) Abutment retrofit ® Girder splicing Q) Exist utl/ltles, see "Utll!ty Pion" sheet C-2804 PUBLIC WORKS DIRECTOR R.E. N0. ___ 1 LIDO ISLE BRIDGE GENERAL PLAN DATE APP' o. DES I GNED RG DRAWN CF CITY OF NEWPORT BEACH H-51~o-S CHECKED PN DATE PUBLIC WORKS DEPARTMENT SHEET 5 OF 2/ r iL-1 __ • ~ ' ~ \ z ~ ,' □ □ r □ II a ' B '" '.Ji ~ ~ □ • ' ~ □ ~ '" □ ~ " ~ • z 0 < 7 a ,, n u. . ,:: z ,.., • ' " C), 'Z 0 'B . , C e 8 a '" ;g \ $ C > ' z rn C--:>~ 0 ,, \i □ " " " n i; z :,: 0 □ r □ I) ~ " " ~ □ ~ • " '!l C ~ ~ 0 • ~ z n < z a G'J " ~ z > • z ~ ~ . ~ C C ' ;g " s:: • > " z _m Ill " m ,, II C: #5 @ 12 ' ' ' ' -· -· Exfst bockwoll ,: Ll. ==t=!==W--.) Place normal to exfst abut wall, ff. Udo Isle Br typ J -------""-• ------- \ ff CIDH pf/e cap Notes: For 'Sectfon B-B' and 'Sectfon C-C', see "Abutment Detofls No. I" sheet For Bar Sp/fee Detofl, see "Abutment Detafls No. 2" sheet UD0AL0I. DGN AS-BUILT GB 7 /7 /99 -------- ' ' ' ' ' ' ' ' ' ' ' ' ' PLAN 1?6 II =r-011 West Abut shown, for East Abut see sheet 6A -·· AS 2"+AC Face of curb to match exfst, typ A BUILT C-2804 CONTRACT NO. STPLZ-5151 (004) DATE 1/11/99 CORRECTIONS BY RICH FITTERER DOKKEN ENGINEERING LEGEND ------------Denotes ex!st!ng structure i™ Denotes concrete removal CC Denotes bundled bars fC. CID H concrete pl/e ' I SECTION D-D W, L=3'-9"JK W, R=4'-7" JK E, L =31-911 JK ~ ~ ff I ' ~ c5. ~ Cl) '-0 <::: C) 0 ::t: Cl --(._) a I ' LO '-C) ..._ .,_ ~ E: ~ Q_ ..._ C) .,_ --E: ---.J Note: I # 5 @ 12 #I/, I i I #6 [_J@ 6 0ptronol canst ft ____,, #8 bundled hoops @ 8½,,... / ~ ...._ ~ a 8 DH 5'-a' 0 Cl concrete pl ~ le A - h "i";: "- The Contractor shall verify oil control/Ing field dimensions before ordering or fabr!cat!nq any material. ' ' I ' I ' I #// ' I -- -- ' --I/ - -- ,. - \o. ' -- . ~ . ~ ..... ,,1 RF DATE BY --~- ff CIDH pf/e cop DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Suite SAN DIEGO, CALIFORNIA 92123 MATTHEW • /;; SALVESON ,!. ----====-z "' "' w No. 56351 ,,, o< "' A-153 Exp 03/31/01 CIVIL Op C1' #/0 t t 40 (20 b di J 0 un es W L 14' 611 w: R:l3'-8'~ ~ CIDH concrete pl/e V L_J [_J #6 @ 6 ... • I ' #6 Ll @ 6 I~ r-a· cir r·--- ' ' r-----, .. ----.. ' ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ._ ____ I I I --I ' ' ' ' I I I I l~J ' ' ' ' I I ' ' ' ' I . I ._>,_,) E, L=/5'-0"JK l'-0"+ Abut bockwall ...... 2'-6" JK -· -------. . -. --. --' . . ' ' • ' ' _._ __ -------' ,-~ -",--- ----- ' I ' • ' . • ' ' I ' ----' • ' ' • ' ' I ' 7 ' ' " ' • ' ' • . I • See Detall A • ' • ' ' [ '-c ... ----1 • ' ---' ' ' ' ' . ', 1,," ' . .. ________ ..... ----1 ' 7 • ' I i ' ' f_J ',,., __ ' ' I JKMeo ' ' 8-#1/ '· ·,, I ' ' to sured parallel ff. Lido Isle Br I ' ' I ' ' I ' ' I ' ' I ' ' I ' ' ! ' I ' ' I ' I ' ' I ' ' I ' Ex!st abutment ' I ' ' I ' ' I ' ' ! ' ' I I ' ' I ' ' I ' ' I ' ' I ' ' I I ' ' ' I ' ) ' ' ,• I / ' ,/,,,,, ' I I ,/ I ' ' .. I ' ' I ' ' I ' ' .. ----.. ..-----, .. ----., I ' ' ' ' ' ' ' ' ' ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' -r-r ' ' ' ::,,J I I ::,,_ t:>,_,) Locate edge of footrng before drllllng 5'-0" 0 pfle Exist timber plies SECTION A-A 3/s"=r-a· PUBLIC WORKS DIRECTOR R.E. NO, __ _ As Bu!lt changes DATE DESCRIPTION APP' D. DES I GNED RG DRAWN CF REVISIONS CHECKED PN DATE C-2804 LIDO ISLE BRIDGE ABUTMENT LAYOUT CITY OF NEWPORT BEACH H-51!)D-S PUBLIC WORKS DEPARTMENT SHEET 6 OF 2/ ' ' ' I --1 !~I _-I I I I " ~ m □ a a " □ $ ,. rn e < z • C " < rn o m ..,, : :0 " C I I a ~ ~ n -~ " " - 0 ' u • a rn ' z C < m m a 0 ' " • a ~ ~ z ;,: 0 r 0 C) D " ~ D ~ 15 z I .m C) ,. C ~ D " z " ~ ~ z :r 0 n 0 n D ~ ~ 0 ~ 6 z I .m n ~ ~o I JJ \__J7 ~ z (j) ,(Fi z <..) C \ ~ OJ G--)[)3 £2 0 ~ JJ ~ ~ z (j) D z I i C -l ~ 5G OJ m -JJ 0 JJ ~ z (j) z C ~ OJ m r:,\\ ~ 7/Jyer CC0 # 3 ' I ' I ' ___ i_____ ---~ If CIDH pile cap ff. CIDH concrete p!le Ji SECTION G-G #I0 tot 40 (2.0 bundles) /'-0"± Abut backwa/1 -L.-----rt. CIDH I concrete p!le~ fil.Note: For re!nf or deta!ls not shown, see smet 6 of 2.1. 2.'-6" :K 121-I0" :K 3'-10":K , ' --f-- ' = See Deta!I A---J..., ....__ : i -____,~, I ~ ' I r , . ... i ·'1=====-§;>€>=j, \ : ,' T '', ,----==--==1·' / i========j, ' I ~' -...... ! _,, 1---.-· -~-------' : r·----L-.. i : ! LI I :KMeasured parallel to ff. L!do Isle Br I i i -- Ex!st abutment : I I I I i i I I I -11 r----, r----, r----, r----, r·---~ I 1 I I I I I I I I I I I I I I I I I I 51-5" :K : 1-------6'-0' 0 CIDH ,- r-4====§_~_§==1,-JG) concrete p!le, typ ffi Per CC0 #3 -- - - 1 -------5'-0' 0 fl!ght auger, abandoned from 1 I I I I I I I I I L ___ TTi. -·-·t·--. ---------· ___ _, ___________ _, ---r· ----11--r-:~--.....L- • I : i i ! this contractfl!:_er CC0 #3 Ex!st t!mber pf/es Notes: I : : i I I I I ,._ ,. •,::•, !...,,..<:.ii l.. • ..C: -----....... - SECTION F-F 3/e"=f'-O' For 'Section B-B' and 'Section C-C', see "Abutment Details No. I" slret For Bar Sp/fee Detail, see "Abutment Details No. 2" sf'K3et UD0Al..02.. DGN AS-BUILT GB 7-7-99 ··7 r-~--,, 0 I,.,.< 1 ~Timber and wood debris • .c:J from prev!ous contract LEGEND Denotes ex!stlng structure [™1 Denotes concrete removal c,c Denotes bundled bars A AS BUILT C-2804 CONTRACT NO. STPLZ-5151 (004) DATE I/ 11/99 RICH FITTERER CORRECTIONS BY DOKKEN ENGINEERING Note: The Contractor shall verify all controll!ng f!eld dimensions before ordering or fabricating arr; material. DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Suite SAN DIEGO, CALIFORNIA 92123 ---51-0' 0 CIDH ________________ concrete pile L ff. CIDH (E,U A ------------------------- p!fe cap ofESS MATTHEW W. (;; SALVESON c3 56351 ~ No. --=C:..:.'---- A-153 Exp 03/31/0 CIVI Op C1' ff. Udo Isle Br 6'-0' 0 CIDH concrete pf/em, PLAN C-2804 1---l---+-------------t---ipusL IC WORKS DI RECTOR LIDO ISLE BRIDGE EAST ABUTMENT LAYOUT R.E. NO. __ _ RF As Bu!lt changes DATE DATE BY DESCRIPTION APP' o. DES I GNED RG DRAWN CF CITY OF NEWPORT BEACH H-51.~-S REVISIONS CHECKED PN DATE PUBLIC WORKS DEPARTMENT SHEET 6A OF 2./ I I ~1 ., .. :) C, :! 0 .. ~ ., . • ; i • , • 0 • " • ~ □ m a ~ z C ~ ~ □ ~ t a ffi ~ ~ " m < z C < m m " □ ' ~ t .,, \; U) z :,; 0 D r ::r:. D ]J " ~ D -1 :ii D ~ z 5 &' G) z z • C li ~ s:: " [Il .m " !'J m ~ ]J C ~ -0 .,, z " .,, \; z r 0 0 r 0 ]J " ~ D .,, .,, 0 ~ z 5 G) z z C ~ :s:: z ID "' n m ~ ]J Si D D z " l'-8"+ 4'-8"+ 6' b #6 ~l@ 12 drlll and bond dowels In 6" deep hole #5 tot 10 Exist utll!tles _ _j_ ___ _i___.,,,;:::::.-- Exlst abut wall J : I i i i i Optronal canst Jt #6 tot 2 • I"±. Note: Exist ral/lng not shown for clarity Match exist finish grade tot 8 • • • • • • • • ~6'-/0"+ ::: ~ "I-0 SECTION 8-8 ff. Udo Isle Br I I Symetrlca/ aboutff. Udo Isle Br~ AC overlay match exist I I -------1----#6 [_J @ 6 #I/ tot 8 r-2'±. 1,- ctr ~ Stage 2 Construction i Stage I Construction AC overlay match exist #6 @ 9, drlll & bond dowel (epoxy cartridge) f--+-----+-------",--___i..:-=---=--=---=---=-·=--'::::::===;:::-=t--===========! ~t Note: For other elnforcement, see "Slab Reinforcing" detail. West Abutment shown, East Abutment s!m!lar by opposite hand. UDDADDI. DGN AS-BUILT GB 7 /9/99 4'-0" Bottom of slab #4 @ 9, drift & bond dowel (epoxy cartridge) SECTION C-C LEGEND ------------Denotes existing structure ~ Denotes concrete removal #5@ 12 #6@ 12 AS BUILT CONTRACT NO. DATE CORRECTIONS BY Note: 6' b #6 ~l @ 12 drl/1 and bond dowels In 6" deep hole #5@ 12 #/{ tot8 __ b 'l @ 12 MATTHEW W. SALVESON ---z. " "' w No. 56351 /Tl "' "' Exp 03/31/01 DOKKEN ENG I NEER I NG "'-"-1l'.-CIVIL ,o~~"' 391 4 MURPHY CANYON RD, Su T te A-153 OF cf>.\.\ SAN DIEGO, CALIFORNIA 92123 6,, b #6 ~l@ 12 drift and bond dowels In 6' deep hole, tot 4 fanned /2" max and 6" min spacing Exist relnf to remain In place Note: For additional reinforcement. see "Section C-C" 2-#6 ' ! ---·------------· '1 r· -------- , l -1----------------------_i_ _____________________ _ : ------------------------------1 ' ___ ,, ____________________________ ------L---------------------------~------__ t, #5 I l tot 3 fanned 12' max & 6" min spacing C-2804 STPLZ-5151 (004) SLAB REINFORCING 1/11/99 RICH FITTERER DOKKEN ENGINEERING C-2804 The Contractor shall verify all control/Ing field dimensions before ordering or fabricating artf material. PUBLIC WORKS DIRECTOR l-,;,rlf----l-1\------------+---l R. E. NO. __ _ 111 RF As Bulft changes DATE DATE BY DESCRIPTION APP' D, DES I GNED RG DRAWN CF LIDO ISLE BRIDGE ABUTMENT DETAILS NO. I CITY OF NEWPORT BEACH H-51-to-S REVISIONS CHECKED PN DATE PUBLIC WORKS DEPARTMENT SHEET 7 OF 2/ I I I i I ,i ~ ~ s • s a a 0 ,., "'----- j \ I " ,; z ~ 0 0 r 0 JJ ~ " ~ □ 0 " '!l □ m 0 " ~ □ z < z 0 GJ C z < " z m . a C □ ' ~ " ::;:;: " " z OJ m " m ~ LID0AD02. DGN AS-BUILT GB 7 /9199 ...-----' ' / ,J // / ( : l..---1 ' ' I ' i : 4'-8"± 1/1-0"t I"± V Symetrlcal about ff. Udo Isle Br r v1//)-77y7~;7?r7~@77,:✓-7-777T~W77,t ✓{~LL/LL/LL'~1-fLLllL-{L/_/L~(r--?(LL/A i J i i ~ I l -I ' I L -=: ' " C:~...:-.:) Exist steel girders DECK CONCRETE REMOVAL ½" =l'-0" LEGEND ---Denotes existing structure l%;%a Denotes concrete removal ffi Start of pitch when weld ls used to ancho:_splral u/ c __ :::--. ' Run off end of; --j,/2" mlfJ_I bar as shown II½" lap length \>.oFEss,0.,, ~ "1< ._,'v ,J MATTHEW W. ~ (;; SALVESON i " "' w No 56351 fTJ "' • ::0 \ Exp 03/31/01 , 1------------..,_, .s-,,_"1 CIVIL ~'<"/1--t DOKKEN ENG I NEER I NG l't-;:;:=--=:-,,~o~ 3914 MURPHY CANYON RD, Su I te A-153 o; cM-' SAN DIEGO, CALIFORNIA 92123 Direction of weld • #4, #5, & #6 relnf only Note: Flare weld to be made ln direction shown. WELDED LAP SPUCE AND ANCHOR BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAIL Note: The Contractor shall verify all control/Ing field dimensions before ordering or fabricating any material. AS BUILT CONTRACT NO. DATE CORRECTIONS BY • No Scale C-2804 STPLZ-5151 (004) 1/11/99 RICH FITTERER DOKKEN ENGINEERING PUBLIC WORKS DIRECTOR R.E. NO. __ ,1,,1~' RF /1 \ As Bul/t changes DATE DATE BY DESCRIPTION APP' D. DES I GNED RG DRAWN CF REVISIONS CHECKED PN DATE C-2804 LIDO ISLE BRIDGE ABUTMENT DETAILS NO. 2 CITY OF NEWPORT BEACH H-5150-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 2/ D C m s D I D D ~ -m < s z C s -m . ~ . ~ D ' 0 . " D " ,; z I D r D B ~ " D ~ ·5 z . "' < ,. !" ~ "' ' I ) 0 JJ ~ z u.l z C ~ [Il m JJ 1-------------------------~-+c __ --__________________ _ ---------·-------------------------------------------------------------- 1------------------------,------! I ~--T'"·-----,--~ Note: I I ' ' , I L, ____ _, ' ' I I ' ' ' i i i ! i : I ! I I I : I I : • i ' i For Sections C-C & D-D, see "Bent Detalls No. I" sheet For Section E-E, see "Bent Detalls No. 2" sheet UD0BLOI. DGN AS-BUILT GB 7 /9/99 SOUTH SIDE i : I i ' i ' ' I : I i i i i ' ' I I : I i : ! I I ! i \ I : I i ' i ' f' , ' ' I ' ' I ' LEGEND Denotes existing structure ™1 Denotes concrete removal 7 ELEVATION Note: l'-ofESS/o,y <;) ~ ..,< ,f MATTHEW W. ~ f::i i ~ SALVESON z C, "' '/il No. 56351 ~ ,\ Exp 03/31/01 / 1-----------------'I.\ .i-_,. CIVIL ~'r/r--1 DOKKEN ENG I NEER I NG -1,-c:-,0:;-;:,,--,,-c-::A'---;;,~o~ 3914 MURPHY CANYON RD, Sul+e A-153 SAN DIEGO, CALIFORNIA 92123 E-- -------iT-----·n--.-TT Tr··-rrr·-·-rri---,T---,r -i I I I I,--I I I I "Ti II ti J.. II II Ill II II ,, ,, ,, II l II II :: i i i i i I i I i I i i i l i i i I i i ! ! I i I II 1 ! ' ' !-----++--+t----1-H ++----+1----H----++------f+-----1-1------11+-------l+-------+1-,-__, _______ Ji i I I.L ___ .LL ___ J_U .LL ___ J_L ___ LJ ______ l.l ______ ll. _________ J_L _________ J.J_ __________ J.J. ___________ ...J.l ______ _ ' ' ----------- 6 -,---r-7~-~-r . r r ------.---, -- , I ~ /p • • '',' .. J I i I I E 1 1f ,://,' \\':'-... 1~ J I I I 0:~~~.J..!+•._,y' ,' : ' \ \ ... :.L...,..J i-.----,.L.J j jl-/~I l\ . ..ij j j j I I I 1 , l j i I l i i I \ r I -••--•-... 0 i I ,,, .. ,...... .......... I, I / ' ' I I '1 ' '· '· 1' i ' l \ ,, l i,, \\ii ' ' I \ \ ' I i ' \ \ i : I / \ \ I I 'I i \ \ 1 • • • i / \ \ l : : \ \ : I I I I I \ t \ \ I l! \ \ l f \ \ I I I I I I il \ i i : I\ \ I I \ !\ ' ! ! I I I t I i I i i i i, ' \ : ' : : / I ! ,I I 1 ii i ·1 \ !! !! !! I '! ii! i, I t I I ! ! ! i i i I ! i i i : ! i i I I . ' ' I I I ' I ' I I I I ' • I ' ' r---__ L ___ Jn i ' ; • ' I I ' ' l,d l--c . ' l--c NORTH SIDE NO AS BUILT CHANGES AS BU IL T C-2804 CONTRACT NO. DATE CORRECTIONS BY STPLZ-5151 10041 1/11/99 RICH FITTERER DOKKEN ENGINEERING ' ' I i . ' ' ' --]Tl" i I I ' ' . ' ' -~ !L~-:1 ' ' l.c) C-2804 The Contractor shall verify all control/Ing fleld dimensions before ordering or fabricating a(3/ mater/al. DATE BY DESCRIPTION PUBLIC WORKS DIRECTOR R. E. NO. ___ _ DATE APP' D. DES I GNED BM DRAWN CF LIDO ISLE BRIDGE BENT LAYOUT CITY OF NEWPORT BEACH H-515'0-S REVISIONS CHECKED PN DATE PUBLIC WORKS DEPARTMENT SHEET 9 OF 2/ ii._ ---..u--' , I □· I II ~ (J1 z -~ G) J7~ 9~ s S:l ~ \:; ~~ z ,: D r D , " " --\ ~ rn 0 D a " " " 0 ~ rn D " ~ ~ m --£Jffi e < z D . C z >; < m ~~ 0 rn " " ~ ~ " C > " z 9-[D _rn " m p II r ~ D " z ;: ~ \:; z ,: 0 D r D II iii n ~ □ D §; ~ " ~ rn D 0 " ~ z ~ m 0 < z 5 G) C z < -" z 0 rn " r C ~ 0 ii D ~ > < " z [D _rn n m p II <:; ' I ' (.---•. , I : \i I 1 : ~ L ,\ --, I \ ' \ I \ DOKKEN ENGINEERING ofEss, ATTHEW W. 0 SALVESON ;,. -M ~ No. 56351 !;J xp 03/31/01 CIVIL ' \ !~\ If. exterior girder I \ i \ ' \ 3914 MURPHY CANYON RD, Suite SAN DIEGO, CALIFORNIA 92123 A-153 o; Cl'-'- New cone, exist relnf to remain, typ I \ I \ \,\ t--~ :i-( I ! I : ,---...,, ----.-, i ,------t----- 1 ,I, : ! ,,, I i !!I i '1• !I! : ,,, I : !I! : \ i : ! ,i ,,, I !I! "'' ,___--t::P""'-,,, I !! i 111 M j Ill : :,: I I , I----------~------,---,--,:,: i !I! I Exist L 4" x 3" x 5/25 "--1--- I : ,,, I ~:-== I I ,: I 11 : ,I I I i ' I ' : ,I, I ,,, -------·--------11! ' ' I ' I 1,1 I , 111: Exist L's 6" x 6" x %" -- ( '11 ' '1 " '1 ' Iii I [ ' I ' I ' ' I. ---+-i i i : ! ' ! i SECTION C-C t½" =/'-0'' UD0BD0I. DGN AS-BUILT GB 7 /9/99 Shatcrete \ \,, Edge of exist L's 5" x 3½" x 5/25" £L 9x4x%. typ ff. 4½x4½x½ 1 ··-. ' ' ' ' 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 • \ \ ½" neoprene washer Constructron Jt, typ ' ! If. exterior girder i ' --' =--.,. ' 'L --,I e-------------., 1-------___ ( I UJJ UJJ UJJ .... If. construction ----...,, Dimension svmmetrlca/ about ff Construction -fil.t¼" HS bolt, typ ff. /0x2x'/2, typ '. f?> \ '~ !½" 0 HS threaded \ ~ \ ...... rod. typ \ 4"+ ' L 2" PVC, typ \ Q \ -£ Ancoorage relocated to the next existing vertical stiffener toward rf. pier to match left side of bridge Shim as needed for t½" HS rods to miss exist steel and for proper bolt adjustment 1 \ I i Exist gunlte Exlstff. 70'' x 3/4" ___ 7 ,... Protect exist pier ornament Protect exist pier ornament JK Location of retrofit may be ad Justed to have I½" 0 HS rod clear the exist C l5x50 LEGEND Denotes existing structure Notes: The Contractor shall verify all control/Ing field dimensions before ordering or fabricating any material. All metal shapes. bolts & nuts shall be galvanized I I , I I ' I Sootcrete Face of shotcrete expansion Jt fl/fer area SECTION D-D t½,, = /'-0'' AS BUILT CONTRACT NO, DATE CORRECTIONS BY C-2804 STPLZ-5151 (004) 1/11/99 RICH FITTERER DOKKEN ENGINEERING £Notes: /. Rod assemblles symmetrlcal about (£ bridge at both piers. 2. t½" HS rods shortened approx 18" due to relocation of anchorages. 3. See sheet II of 21. 4. Revisions per CCO *2. C-2804 1---+---+------------t---;PUBL IC WORKS DI RECTOR LIDO ISLE BRIDGE BENT DETAILS NO. I R. E. NO. ___ I As Buflt changes DATE DATE BY DESCRIPTION APP'D, DESIGNED BM DRAWN CF CITY OF NEWPORT BEACH H-51CSO-S REVISIONS CHECKED PN DATE PUBLIC WORKS DEPARTMENT SHEET /0 OF 2./ ii '----~ I I "U I i; ~~ z I 0 r □ ~ D 0 ~ ~ " 0 ' Q " '" ' "U " 0 s " '" • ~ z e < ' 0 C) GJ < z D z 0 " . " " %~ e ' a " ~ a " • D z _m ~~ 0 ~ C ~ 0 0 z j, \ I "U i; z I 0 0 r 0 ]J C ~ 0 ~ □ 0 s D '" □ "U m ~ D [ 0 z C < z 0 GJ ~ z s z □ 0 m . " D C r □ " ' 'n ~ , i s 0 z ID !" n m ~ ]J s; ,.•-~ ffi Notes, (£ exterior girder l'-ofESSt MATTHEW W. { . I J 1\. d 1-r ' i ' ' I ' ' I. Conflicts occurred south of Pier 2L and north of Pier 3L 2. See sheet 10 of 21. I ' i ' I ' i ' ' I ' i ' '-~ ( ·i 1'~--' I ' ' i i ;-·---·· J --·✓------.~--- 1 ' Exist g!ufam deck L __________________________ f\. ,• , \ ,I ' . ! \ / i '. ,: ' \ i \ ,., ' \ I \ ,' I \ / Exist g!ufam girder~ \/ I \ ffi Relocate exist anchor to avoid confflct with this exist support, see "Interior Elevation" ' . i \ ' ' / \ , . / \ I ' ' ' I \ ' / \ I , ,r I.!,_ • 'Exist support to remain New shotcrete -- ,-----·----.l--.:.J .. ________ ' ( I • ' ' i I ' ' I -·, I ' ' c__ --- 'I' I,! I' ' ' ' ' 111' I --Ill ----J __ l -------------(;; SALVESON % <> "" ~ No. 5635 I J; 1...---New cone, exist reinf to remain, typ ffi t¼" HS bolt tot 8 ff. !Ox2x½ Begin 2" PVC t½" 0 HS 2" PVC I I I I I I I I I ------Shim as needed for !½11 HS rods to miss exist steel and for proper bolt adjustment ¼ Relocate anchorages to next exist vertlcaf stiffener toward (£ Pier when conf!lctlng with exist g/ulam deck support. 14" 11 '' '' 11 (---) ' . ' ' •..._ __ / ! ! / '' -I 11 ' / •' ( I ii ,., " / : . ,., ✓ -\---->,--·----,,,,., ------------------------------------------,,,"' ------------\---------✓' I I I I ----------- ___ ,,,..--,,,.. -ffi L 9x4x%, DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Sulte A-153 SAN DIEGO, CALIFORNIA 92123 One nut and one Jam nut each end ½11 neoprene washer ff. 4½x4½x½ typ Place ½" neoprene above and below !½" RJ rod for length of 14" angle DETAIL II A11 3" =/'-0" ~ (£ Pier xp 03/31/01 CIVIL OF Exist angle st!ffners Exist L 411 x 3" x ¾6 11 :K Location of retrofit may be adjusted to have !½11 RJ HS rod clear the exist sidewalk support and C l5x50 ~c=c=:=:=:=:::::=):.T .. 7r· ====;·=·;;:· c=:: :::::::::::::C=i=:=;;;::::;::·--,---~ ~---';'1 =~1 =;I~ 11~-7;==--=--=::=:c:::::e::=,;11=~1 =" ::::::=:c===::=::===-=-=-;;'1 =~==='r=:====::c:: () (), ',(),',', ('\, •·) ·•-)" ,-) ,-) ,,")••,-,, ,,-..,,'1 .--,, ,,--,,,,,--,, ,--, ,, .. , ....... ,, , ..... , c--,, ::,--_,: 1--,, ,~,, .--, () .._ ..._ .._ ._ .... , I \,,..# II ,.___. \,,_i I \,,..# I \,,_J I f ,.___. I \.,, I I '\.,r l I.._,. I ..__. ..__. II '\.,# I ,.__,. ..._ -.,,. .... '\., ...._, ,-, ,--., ,-, I IJ,•, ,--., ,-, I 11,-) ,-) ,--.,1 I I ,-1 I I, ..... , I II I,-., , .... , , .... ,II I, .... , , ...... , , ..... ,II l , ...... , , , ! J ....... ...._,. ........ : ::,._, .............. , ....................... , ' ......... • ...... , '' , .................. , ........... ...._., .......... ,...._, I....• ._ ---------------1---1 1r---------1 i'r--------·--i i i-··-i '----i ii ~· -------,'i t----·---------i'i ;-' --,-------j :,-,:: ,-,: ,-, :,-.., , ' ,--, ::, ...... ,: :,:0:1 ::, .... ,: ! ,.__. II ,._ ... ! .._,. ! ........ ...._,. ...._,. ! ! ...._,. ! ' J! ...._ ... ! I I i --I!-! t j' ,.._ () ••°'1 1 ,•) 1 •"'\ ,-.,, I •1 1{ Io ,-., 1 () .... 1.... ... ( ...._., i ...._... "-'-" 1 I._ .. I ,._ ... i ..., ' ' . ' ' ' I 1 I 1 I ,-"I I ,-1 , .. , I, , ..... , I ,-., I I,-, ! ,-, I ........ : ............ ,:1 ....... ; \.,.,:: ..... ,: '-'' I 1° I I I I : : : ! ' ' ... , ()!, ()! (). !C) C· O! !C•! 0 c, •_==_•_-=_•_==_•_• .... •_==_•_==_•_-_ .. ...,! () ::=:•:=:•:•! l,·) !.:, .. = .. =••=••=••=i 0! () i i () 0 0 ! !0 '1--------------·11 0 ! ~ ~-;-~-i! 0 ~::='"=""=""=••='"='"='" , .. ,, .... -.. ,,.. ,.,. , .... , ____ , ________ ---- ,--, ._, ,--, ._, ,--, ,_, ,--, .___, -----------·····-···· ·-·------------·-----------·······-···········-· ----------------------------------------------.._Ji ....... .. ···----------·-------··-···· ·-............. --·-------- -- -- -- ----------............... ···--------------·---------------------' II II I II _100000 _ 0000 -i 0000 ()II ()ijC) j()ii (Jiu() o"------~ Ul II II ' " ''' r-l Ii i' ~ .. '! 'li l l ' ,-, " ,-,1 ,-1 r ,-) , ...... ,, :, .... , •-.---, : , .... , I i .._,. Ii '--" J ...._, : ...._,. "-I...._,. ,. I ...._, ' , " : : : I l , .. ) ii ,-)1, ,-, , .. " ..... ,.... 1,...... , ...... , ! .... : ' '-" '-'' ...._} ........ , .... ) .._J : ,._) ...... I l,,.) I i H I ' I II I : : :: : : :: : .-------I I, (l, 1,1, ,-,1 ,-, , .. ), •-..-,1 1,-..--, 11,-, I .,.... --......_ •-.-, l , .... ., '-':'--' ...._, ..._) ... ::' ::'-_.t.,,,... '~'I c:::::::::=::::=::::::::::::::;lcf--.-I 1 I I I 11 /I :, , : (r " ' ' ' ' ' 11 1 a----::---:,-, II ~ I 0 0 0 o -)i,i, ()I l()i • T Oi iO !!,C· 0 0 0 0 "ll' " ::: : ' : : ' " .. , ·---------------------------------------------------------------------'1 •• --------------------------------------·-··-······ !1 () II I I I II II I I O I I '1' H I t I II II I I O I 1: II 1/ !1 -----! ~·--! [! !! !----! ! ! ,------,I e-----~--H ~ ------------ ·-~ • I 01'1 r", '' r', 1° I 01 ,--, 01 '1'1 '1'1 '1 ,--._, 01 °1 °1 ,--._, ,...., ., 11~1 '1 """' '""' ... ""' :l ,! -... -""' ... ...., ,....., '' ' - .. 0000 ' I '") ti I ,, ,_, -, __ , ' ... -' •, .. / ' ,. ... II ' .... \_• ,_," } ' ... _, ... _, ....... \._, II ,.-I ' \. .. , ... -1.._, i..._, .. , ....... ...,, .. --,~~ C: .... lt""',,•,, ,,.,,, ::,"" :r,::r,, .. , t""' ,,,'\',, ('.,, u,i'I ,. ,---._. (; -' ~===~·-:===~~~======== ·--· 1 ~--·_u __ ~:-====~~==...1_-::_J_~_1==-~=~=~ ~-~·-_ 1 , .. , 1 1 '-· 1 -~~----~~-11 ,...._ 1 .. --=~===)IZ:~ : :;~;=~~:=· ===~=-· -/ Exist L's 6" x 6" x %11 -----.::,.. Exist C !5x50 -----------------/---------------------------~~- ----( See Oeta/1 "A" LEGEND Denotes existing structure L/DOBD02. DGN AS-BUILT GB 7 //3/99 ' . I ' i ' ' I ' SECTION E-E t½ II =!'-011 AS BU IL T C-2804 CONTRACT NO. STPLZ-5151 (004) DATE I /11/99 CORRECTIONS BY RICH FITTERER DOKKEN ENGINEERING Note: The Contractor shall verify all contro!l!ng field dlmens!ons before ordering or fabricating any material. All metal shapes, bolts & nuts shall be galvanized INTERIOR ELEVATION /" =/'-0" RF As Bullt changes Note: See Sections C-C, 0-0, & E-E for d!mentlons. Gun!te cover & cone deck not shown for clarity C-2804 PUBLIC WORKS DIRECTOR LIDO BENT ISLE BRIDGE DETAILS NO. 2 R.E. NO. __ _ DATE DATE BY DESCRIPTION APP' D. DES I GNED B DRAWN CF CITY OF NEWPORT BEACH H-515'<,-S REVISIONS CHECKED PN DATE PUBLIC WORKS DEPARTMENT SHEET /I OF 2/ " \; C?) z I 0 ::±:: 0 5 :0 ~ ~ 0 --4 ~ 0 • " " 0 " ~ 0 ,; ~ ~ ~ z s z Ei G) , C z • < z w ~ m " C ~ 0 ' ~ ~ • . • " z CD m I; 5L m r: :0 c'I "" 2 "' " i;: 2 I 0 0 r 0 :0 il " 0 ~ 0 0 a " " • 0 " m 0 ~ " ~ w z < 0 z Ei (jJ . C z . < z w 0 m . n C " 0 a ' ~ ~ C • " ~ z (I] _m 0 m ~ r ,, ;---ff_ Pier 5'-0" 5'-0" I ' If. exterior girder ---1 DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Suite SAN DIEGO, CALIFORNIA 92123 ofEss, MATTHEW W. (;; SALVESON ,?. -z "' "' II.I Ne, 56351 ,.., ti< ' ' ' "' xp 03/31/01 CIVIL A-153 OF' C/o.\. ·------------------------------------------------------------------f---------------------- I" deep saw cut, typ --------------------------------.1----------------------·---------- -----------------------1 !--------,---------------I ' j I 111 I I I , ! ' ,.------, I ---------------------~ ho sldewa/k or barrier rall removal needed. 1------------·.---.i....__J I \• : 'l '--'\ I I \ ' \ .\ \._\ ! I \\ : 1 .-----, r·----. l I: I I I I I I ' I I i ,--r.;-.c:-,_-\ ____________ _ i I I ' II ', 1'1 i 1, ·,· ___________ , __ _,L___ __ "'li'7'i'.777i~ ' ' ' ' ' I I i I ! i i ' __ i ___ _ i i : ! I i i i __ j _____ _ I \ \ ' ' I I ' . \ \ . ' ' ' I I • • \ \ ' ' ' ' I I ' ' ' ' I I ' . \ \ ' ' \ \ ' ' \ \ \ \ ' . \ \ . ' \ \ ' . • • \ \ .\ '\ \ . . \ -+-I ~ I ' ~ -------------______ , ___ _i..__J I I !! ·,· I ·' i I I I II I I I I I , ______ J __ J.. __ _,__L...JL __ _J ___ J _______________ _i___ ________ I I ·---'----'----------.L---L--------1 If. new retrofit \ \ • I •• I i ·------------------------·---------- LEGEND -----Denotes existing structure ™ Denotes concrete or qunlte removal UDOBD03. DGN AS-BUILT GB 7 //3/99 I I ! i i ' i : ! I ' I , --------------·---------- ELEVATION Pier ornament not shown for clarity ---------------------------------------------------------- AS BUILT C-2804 CONTRACT NO. STPLZ-5151 (004) DATE I/ I I /99 CORRECTIONS BY RICH FITTERER DOKKEN ENGINEERING SECTION LIMITS OF GUN/TE AND CONCRETE REMOVAL I" ={'-0'' Note: The Contractor shall verify al/ control/Ing ffefd dimensions before ordering or fabricating any mater/al. PUBLIC WORKS DIRECTOR r-:-;cITT"-:::=t-A-:---=----------+---1 R.E. No. ____ 1 ,,, RF As Bul/t changes DATE DATE BY DESCRIPTION APP'D. DESIGNED BM DRAWN CF REVISIONS CHECKED PN DATE i • ' I ' , -+-I ~ C-2804 LIDO ISLE BRIDGE BENT DETAILS NO. 3 CITY OF NEWPORT BEACH H-5l5'0-S PUBLIC WORKS DEPARTMENT SHEET /2. OF 2./ I I / .,, Ji . I \)I 0 0 r 0 JJ C ~ 0 0 0 ~ :::, m " .---, 0 .,, m D ~ m ~ m z Q < -z 0 _jJ ~ z . m z 0 m m I C e 0 a ' 'S • C--:)s': ,-> s m z _m IIl 0 m l> JJ ,. ~ D " j ! .,, ,; ;e~ z I D 5 m C, e m 0 ~ ~ 0 ~ m "' 0 .,, ~ D " ~ ~ z 0 z 0 -,_ G) • C z 0 ~ 9J z . ~ " 0 C ' I • 0, s': 2 > m .m --\ .> OJ 0 ~ m l> JJ C: 2l ~ " .,, s; z ;,: 0 0 r 0 JJ 0 " 0 m 0 ~ 0 c " '" " □ ., m 0 ' " '" s ~ la z z 0 G) C z , < w z s m . m " 0 C ~ " s': ,. > s m z !" OJ C, m l> JJ C: 2l "' 2 ~ CONSISTENCY CLASSIFICATION I LEGEND OF EARTH MATERIALS FOR SOILS []GRAVEL fill Cl.NEY SILT k:cord/ng to ft,, Standard Penetration Test I D SAND ~ PEAT and/or ORGANIC MATTER ~ FILL MATERIAL Penetration ~~~ SILT Index Granular Cotesive '" /b/&s/Fti [Zjcw lll§lj!GNEOUS ROCK 0--4 Very loose Very soft Q SANDY CLAY o~ SEDIMENTARY 5-9 Loose Soft Cl.NEY SAND ROCK /0--/9 Sllghfly compact Stiff ; ; ; SANDY SILT orllllill METAMORPHIC Z0--34 Compact Very stiff ',, SILTY SAND ROCK 35-69 Dense Hard ~ SILTY CW If. 70 Very dense Very oord NOTE, Classlf/ca//on of earth material as s/r:Jwn on this sheet Is based upon -field Inspection and Is not to be construed to Imply mecfKlnlcal analysis. 6 R Cti -• ~ ~ ~ r::: -i ~ ~ ~ ~ ::a 0 ,.. ;;l "' -< !::;! 0 -n, "' V1 -n ~ ::! "' " --, n :,: n, n "' n, 0 ;g 0 ,.. --, n, ~ '-I 0 z ,.. " " 0 0 n, u, - "' z n, 0 ~ 0 ;o ,.. ., z ~ r:, -_,-I C:-< "' !:O n-,, i3 :z ;o..., "" =e V, -0 co ca ::c >-1 ;o _, .:::c::, ,,, ..., ~► (") ::c u, :,: :c n, n, I --, (Jl Gj ~ a ~ 71 l\:i -(./) n 0 n ):> 0 > 0 ;JJ --i z (/) ;JJ rn --i ~ rn ;JJ n > CD --i n ---i C: 0 t';j z z -(/) 0 r • a, -I -< c:o S: ~ 0 ;JJ -(/) n 0-' --i I "" n -'lJ N ;,< :I: -r-CD rn ' N 0 z "T'I w I A -w 01 rn --i - ~ ~ ~ z --i 01 "' rn --::ti z rn ~ rn :JJ 0 rn 0 ;JJ A --z (;) 0 " ,.. C: --, "' n, r -n ,,., -~ n,,_ • V1 Zo 0-. ,, n, n --, a ;o r 0 r C") 0 c:::, 0 "Tl -I Vl rn r (/) rn -I OJ CD :::0 0 :::0 c:::, -C") z 0 rn C") I N (/) en 0 ~ -Jl/1 I S"KI NU rnr~<l Jtl j:,,_,j UL'l!l>Ud l:::7SLD l:J3a\'\lnN A81:J301::1031:, Nt:10=117\1::J '3Nl/\tll • NDll'v'l::IDdlJO::J 010H N'ifld 1:::1381/'JnN EJNIM"\11:::10 Ji "' I ~ ..,,"' C, '" " ~ ~ ~ c:s ~ " ~ :::i ~ ~ ~ '- .... ~ ~ ;~~ ':'I~~ ; --..; ~ ;~:'iu ' ":i:,.: i "~ 1~0io ' i:,,: ~ ; ; " 77 l l"'J - ; .. i i •• '" 177 : '" ' ' ' ; II I , I ' " ; "' t\, ' <;::, "' ' ' ~ ~ tl5 ~ • ' ! <l') ) ~ ' l ~ ' ' I . ' " ' "' ' ' " ' "' ' 1 J, I ~ "' " " ~ t1 <l') " " di Ji 0) 2.-/14' CONE (D PENETROMETER 00 SAMPLE BORING IDF?fl El ROT ARY SAMPLE BORING NIETJ 8l AIJGER BORING /DRY/ = TEST Pff t DIAMOND CORE BORING l~l JET BORING t, ELECTRIC CONE PENETROMETER ~ "' ~ "' ~ '· <) 'i-'· 3 il' ., 'i-'· ti "' .. ~ <, :::, ;;.; t "'t,' '-:) ' <Ii (b !'.-.l ' ~ ~ ! ~ :;· I::\ .. ' ....... ~-:-- ;.., ' lq / '-.. ' %-' , ' ' ; ' l ~ ' ' j i ) l ,1 ' i \ ,' i ' ' ! ' ! ' ! ~ ci" .... '· s il' ., .... '• 0 "' .. ~ <, -.., " "t,· ~ ~ ... ~ % '· ~ .. "' % H "i '--~ ~ "' ~ c;:s .'~"- <: ~ Top Hole ~I ~I 1 /\ B-No. Pressure meosured on element Pressure measured along s!erNe fnctlon element 1150 cm areo! 1/0 cm 2 oreo! divided IN pressure _.,. 1 ---. meosuredont/p • • • • • • element 6 4 2. O 100 2.00 300 F rlct/on Ratio /Y./ Tip Beor/ng ITSF / Boring Dote ELETRONIC CONE PENETROMETER TEST Cano Penotrometer dimensions and testing procedures are In accordance with ASTM standard D 3441-79, or as noted I " " "' "' "' , ' ' n t\ 11} ~ ' ' ; ' i ' ; . ' ' i ' ~ i ~~ ~~ ~~ i V)~ ~ ~~ ~ ls: o.,,,; ' h-i f) I:) • ~ ~ ' I "' " "' " "' " l:J'w'<:ll□ IJ3A't.nN A□ l:J3□1::1031::1 ~ ~ ~ I"'] ~ ~ ~ .~ , 11"'] i j ~ ;:; t\, " • "' STA. 2+21; 10' LT OF L /00 /SLE 81?/0C[" C ~ I"'] ;:; ~ "'1 0 7J --l I Ul C") «8r-~ ~~ <::~ ~~ !~ C:015 ~ CJj C) =r~ ~ :3 S2:~ c5" CD ~:s. ~~ ~ I:)~ "8~ ~~ ::3 CD ~~ Cl ~ i ~ §= ~ :::'! i ~ STA. 4+90; 11'/?T OF L/fJO /SLE 81?/0C[" C 0 7J --l I O') ' ' ' ' t: ~ h-, ~ ~ ~ 'v'INtlO:llW:::J "3Nl/\l:ll • NDl1Vl:l□dl::IOJ □70H N\fld lt-J-0~11\t~ 1:::1381/'JnN EINIMll'l::l□ ,---- 8 I .... % ~ ~ I"'] u •• i " )> ~ z 11 ~ ' "' ~ 0 7J --l I [> t:JVSLO l:J38wnN ,ul t:J3CJ!::!03U \IINl:JO:Jllli::J '3Nlt,1:Jf •· NOll'11:JOdl::lO:J □lDH NVld S--OS\S--~ 1::1381/'JnN EJNIMV'i:::10 I 0 7J --l I t>7 ~~ "1 :-:1 ~ ?I :..~ Ii- r 0 0 (J) r fTl ~~ "1 :;: "' il; I\) ~ " . " 1"' "1 i- ----I I -CT) ~ 'J " CT) rr, ~ OQ -, " ~~ :ll . ::y-,6 R<> c:s corr,...., 'il: (I) :::, ,,,, " -, < g ::;•G) ~ ti.g:z,"1 0 :l c::, (1) ► -, :::i -.~ < a (1) ;;-- 3" U) 0 g ~ ';' I i.1 '-<,; ~ .. ~~ ~"' . ~ !::,~ ~~ ~~ ---~ ~t:g '<> ~ :..• C, tl, ~ "' -.., ' ~ ~ ~ ~ ~ ~ ~ ~ ~ -.., ~ ~ ~ Si c:J qi' Rc"c-~,s. '!,,.. fu' -~ ~ (.,-"o o 'i • ....r, :-J:l 1-0 <") ~ "" • lQ 0 ~f ~ ~ '>:~ (")\\~~ ~ ~ 111 ),,. \ ~'"" 1-0 "' ~ '> .. ~ (0 N f::) 'J '<'<v·• .J1ftl9N?, ,. • I 0 > __J m 65' .,. 29.5' ! 21.5' 38TH w > <( 0:::: w > - 0:::: 40' M i'.6,Used delineators C 13 instead of k()il ' .. . .. ' _,,.. . r-40' I '!! ~:~~i~o!• z " ,I • !j• , ,., "' NO; la3~1 .. "" (t. . , i ;t, Exp. 03/31 /0 I DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 CIVIL OF C/<I- ~ ~============~ ,~-+-~ r g1£L-~ ------t---------------------------------------------------_l___________ :::e ~ 30' w 30' 0 "Y...& ·, 1 W C18 C9A ·,., _ Z >. -,_ .0, <( 15' 15' > ~ -7~ ' Used delineators s TREE T <( rn / CR-98.36' <( 0 m __J <( m ' I ' I 29.5' i 21.5' ' I I: 6k~ :I NEWPV01.DGN AS-BUil T GB 7 /13/99 Q) ~-<( -.0, '·, __J <( ·--- instead of k-rail , 0', O'l I IJO'~O' <... ~~~~~=====::::;~;;;.\=:::::;;;;:::::::i::;; CR-5 ! _CR·5 ' C9A C1B CR-5' _ ! CR•5' ·,. ~ ! I I ! ..._i..;_:.:.._:...._.:::.._-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-__ -_-_-_-_-_:'_,. '·, ~ 0:::: <( 0... o o ■ C.36 I o I o ·, ---~----+------------1---b--------------------------------------------------------------r-----------------------------------:: ------------------- -I 1 0 :::t;:::r~;;:::::::r:~=q~1 r.=.=c::================================:::::"'I ! CR·5' C13 CR-20' ' • I w ' I ' CR=5' I ' CR•5' CR•5' > I <( ' I ' I w ' I ========= l-----------UI SIDEWALK CLOSED I (/) 0 ::) 0'110' ' 15' 15' 30' SIDEWALK CLOSED AHEAD >-w __J I O'i10 ' 15' 15' 30' ~ 13.75' 3.75' __J C13 37TH ST CR·5' gjq ~ ---1 ~ ----"=-----------.. ' I CR-5' i SIGNS: ' I ' I 13.75'i13.75' ' I 20' 20' 40' C9A C1B > 0 ~ ~ ~ Project Funding ldentificaiton Sign. See 'PROJECT FUNDING IDENTIFICATION SIGN' detail on 'LIDO ISLE BRIDGE WORKSITE TRAFFIC CONTROL PLAN ST ANGE 1' sheet. SIDEWALK CLOSED AHEAD USE OTHER SIDE • LEGEND: USE OTHER SIDE • C18 -ROAD CONSTRUCTION AHEAD C9A -FLAGGER (SYMBOL) C36 -PREPARE TO STOP C30 -LANE CLOSED C13 -END CONSTRUCTION W57(L Tl -LEFT ARROW SYMBOL 1. • PROPOSED STRIPING & MARKINGS. • EXISTING STRIPING & MARKINGS TO REMAIN. =========== c:=t;,, ---- • REMOVE STRIPING & MARKINGS. 2. ti • PROPOSED SIGN AND POST. q • EXISTING SIGN AND POST. ,~ • REMOVE SIGN AND POST. 3. ,..... = TYPE Ill BARRICADE WITH FLASHER 4. 1----1 • TYPE II BARRICADE WITH FLASHER 5. • = DELINEATOR 6. I' · FLAGGER 7. @ • SIGNALIZED INTERSECTION 8. ~ • WORK AREA £ 9. == = K-RAIL (NOT USED) AS BUILT C-2804 CONTRACT NO. STPLZ-5151 DATE 1/11/99 (004) CORRECTIONS BY RICH FITTERER DOKKEN ENGINEERING z - GENERAL NOTES: 1. THIS DETOUR PLAN IS FOR LANE CLOSURES ON NEWPORT ISLAND SRIDGE DURING THE HOURS OF 8:30 AM TO 4:30 PM. NO LANE CLOSURES WILL BE ALLOWED AFTER JUNE 15, 1998. NO LANE CLOSURES WILL BE ALLOWED BETWEEN APRIL 3 AND APRIL 20. 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 (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 1992 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 < 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 PLAN R-5129-S FOR EXISTING BRIDGE DETAILS. 12. CONTRACTOR SHALL PROVIDE ON-DEMAND VEHICLE ACCESS TO ALL DRIVEWAYS, PER THE DIRECTION OF THE ENGINEER. C-2804 NEWPORT ISLAND BRIDGE 1-----+----+----------f----lPUBLIC WORKS DIRECTOR WORKS I TE TRAFFIC CONTROL PLAN 1, ,I0J RF , As Bu 1 It changes DATE R.E. NO._I STAGE I DATE BY DESCRIPTION APP' D, DES I GNED DRAWN C I TY OF NEWPORT BEACH H-51 50-S REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 14 OF 21 I ~ • .. 0 ~ \. JJ • }:;, -~ - z '11 G) oz ' C V")i JJ ~ ·1 \; z :c 0 0 5 JJ s ~ 0 ~ 0 a D D • □ ~ ITT 0 ~ D ~ z w 0 < . z 0 G) ~ z " ~ z • D . , ~ C a 0 I ~ ;, > D ,,, rn ll m -C JJ 2l 0 > _I (I) <( 0 (I) _I <( (I) 65' I: ·1· :1 29.5': 21.5' I 29.5' j 21.5' • I I: 6l~ :I NEWPV02.DGN AS-BUil T GB 7 /13/99 38TH w 40' > M <( I 0::: SIDEWALK CLOSED w AHEAD > USE OTHER SIDE 0::: • C1J CR-20' • Used delineators IJ:s. instead of k-roil w > <( w ~ _j C1J 37TH ST CR-5' I ' I ' I ' 13.75' !13.75• I ' I ' I ' I _l-0 • g ~ -g -------------------1 ~ -"=-------. . I CR=5' i SIGNS: ' I ' I 13.75' i13.75' I 20' 20' 40' C18 -ROAD CONSTRUCTION AHEAD C9A -FLAGGER (SYMBOL) C36 -PREPARE TO STOP C30 -LANE CLOSED C13 -END CONSTRUCTION W57(L Tl -LEFT ARROW SYMBOL CR=98.36' 0 I- ~ l'-40' w SIDEWALK CLOSED AHEAD r,=I =======,,1 > 30' USE OTHER SIDE SIDEWALK CLOSED <( p1s~·:;J1~s·:t__JL=~•!====J STREET W 30' ~ ffi ofEss, MATTHEW W. /i SALVESON ;;_ <> "' ~ Na. 56351 ;J Exp. 03/31 /0 I .r.,. C IV I L ~-., DOKKEN ENG I NEER I NG -1l't-~---:~o~ 391 4 MURPHY CANYON RD, Su I te A-153 OF' C~'-1 SAN DIEGO, CALIFORNIA 92123 . ll 110·¼0· CR•5' 10•!10 CR-5' C9A C18 CR-5' ! CR-5' ', '-, ! • I I • ! '-------------~---,, 1 ---------~-~-?.---~6 -:----~ --------------------------------------------------------------: -----------------------------------~-------------------=i,, CR-38' 0 i r g • l i r.=:::::::::::=================~ -,_ CR-5' i I CR-5' C1J CR-5'I ,i CR-5' '·,., 0'!10' )-0 ,10 ,.0/ ·,, , C9A C18 I ~sed delineator~ 15' 115, W 15' 115' , ',,§) ~ instead of k-ra1I~ 30, _j 30, -1'o<t ~ \o 0 > 0 ~ -0:::: ~ GE~RAL NOTES: ~ Project Funding Identification Sign. See 'PROJECT FUNDING IDENTIFICATION SIGN' detail on 'LIDO ISLE BRIDGE WORKSITE TRAFFIC CONTOL PLAN ST AGE 1' sheet. LEGEND: 1. = PROPOSED STRIPING 8< MARKINGS. _ ... _ • EXISTING STRIPING 8< MARKINGS TO REMAIN. =========--~-"> ~ ----• REMOVE STRIPING 8< MARKINGS. 2. ti • PROPOSED SIGN AND POST. c1 • EXISTING SIGN AND POST. ,~ • REMOVE SIGN AND POST. 3. ...,.. = TYPE Ill BARRICADE WITH FLASHER 4. 1--1 • TYPE II BARRICADE WITH FLASHER 5. • = DELINEATOR 6. ,. • FLAGGER 7. @ • SIGNALIZED INTERSECTION 8. ~ • WORK AREA fD.9. == • K-RAIL (NOT USED) AS BUILT CONTRACT NO. DATE CORRECTIONS BY C-2804 STPLZ-5151 (004) 1/11/99 RICH FITTERER DOKKEN ENGINEERING 1. THIS DETOUR PLAN IS FOR LANE CLOSURES ON NEWPORT ISLAND BRIDGE DURING THE HOURS OF 8:30 AM TO 4•30 PM. NO LANE CLOSURES WILL BE ALLOWED AFTER JUNE 15, 1998. NO LANE CLOSURES WILL BE ALLOWED BETWEEN APRIL 3 AND APRIL 20. 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 (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 1992 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 ACCEPTABLE). 10.FLAGMEN SHALL BE PROPERLY DRESSED AND PRECEDED BY PROPER ADVANCE WARNING SIGNS. 11. SEE CITY OF NEWPORT BEACH PLAN R-5129-S FOR EXISTING BRIDGE DETAILS. 12. CONTRACTOR SHALL PROVIDE ON-DEMAND VEHICLE ACCESS TO ALL DRIVEWAYS, PER THE DIRECTION OF THE ENGINEER. C-2804 PUBLIC WORKS DIRECTOR R.E. NO. __ _ , ,,'! RF I As Bu I It changes DATE NEWPORT ISLAND BRIDGE WORKSITE TRAFFIC CONTROL PLAN STAGE 2 DATE BY DESCRIPTION APP' D. DES I GNED DRAWN CITY OF NEWPORT BEACH H-5150:-S REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET /5 OF .2/ I I t 0 :D ~ z G) z C ~ [D S:I PH LOCATION NO DESCRIPTION X (FT) y CF Tl I GAS 9. 75 10. 75 UNKNOWN 9. 75 10. 75 2 ELECTRICAL I '1. 25 16.50 3 CABLE TV 15.08 16.50 4 TELEPHONE 18.58 I . 58 5 STREET LIGHTING 4.83 5.08 6 WATER 6.42 5.25 7 UNKNOWN 9.33 I . '17 8 REMARKS z (FT l Z' '1. 50 2" DI A STEEL PI PE '1. 50 2-2"PVC PIPE 3.25 4" DIA PVC PIPE 3.25 2-2"PVC PIPE 4. I 7 2-31/2" DI A CEMENT LI NED CONDUIT 2.50 5.00 I" DIA STEEL CONDUIT ¾" DI A PVC (NOT FOUND) 15'-0" t. 38th 3.5 ' ' I St ' I 15' -0' ' I I ' ~llof ESs104 <;) ..,( '<,; ,:}° MATTHEW W. <'.zc /;j SALVESON ~ " 56351 "" ~ No.--=..:=-'---S;J I;\ Exp. 03/3 I /0 I /, t------------------'\.\ "'> CIVIL ~,,_/~-I DOKKEN ENG I NEER I NG -1;,-e·"::----: o~ OF CALI~ 3914 MURPHY CANYON RD, SulTe A-153 SAN DIEGO, CALIFORNIA 92123 GAS 9.25 2.58 3.00 9 CABLE TV, ELECT,GAS 26.63 2. 75 I. I 08 I" DI A STEEL PI PE (UNKNOWN) 5'-0' 10'-0' 10'-0" 5'-0" 2" DI A STEEL PI PE 14-(lf''-------~-------------------->-----------------------s~------------f----,--'--,c---::c--::=---=----:-::,------+-----+-----:::-='---=:-:=---+--.,---'--'---,--+------+--::-::--c----::-===--=:-c-=-=,...,:::-:-c-:::-------------1 •: II di', CONCRETE ENCASEMENT !! ~ ii ) ' I BENCH MARK, ELEV. = 3. 365 OCS 1983 BENCH MARK NO. NB2-8-83 ESTABLISHED BY ORANGE COUNTY SURVEY 1983. SET AT THE NORTHEAST CORNER OF THE INTERSECTION OF 38TH STREET AND RIVER AVENUE, 53.0 NORTHEASTERLY OF THE INTERSECTION OF 38TH ST.: SET IN THE TOP OF THE SOUTHWEST CORNER OF A 4.0 FT X 9.0 FT. CONCRETE CATCH BASIN. B"ASBESTOS CEMENT PIPE WATER 1969 1 ¼" STREET LIGHT CONDUIT 8" CAST IRON PIPE WATER 1931 NEWPUTIL.DGN AS-BUILT GB 7 /13/99 I ' II a II IJ :: n d! :: 11 ~ " 11 ,, II !! :: ii b " 11 1: a 11 11 [ ! 4" GAS CONDUIT 4[ [! ~::~7=·=-~-------~~==----7--_-__ -_\ _________________________________ -·--------------------------·--------SD CAL GAS CO~-:_·----)--1 !i i! ____ i 1" PVC CONDUIT I ,_ I j ;;:;:.~,---~:~ i ' ' -,--.; ----·-----, -r·· 1 STREET LIGHTING ' I \\ ' ' f / EX I ST I NG FIN I SH GRADE ~-.• > >1/~ N I ' I ' I ' I ' I ' I .. . N r---~----1-._ I / 1' '\. I ~ \ ~----~ 2-3½' crncNT""LrNE'_D ___________________________________________________ ~;- 4 - 0 -c_PA_vc_~~~-~-~-IT------~--:.·_-_--_~--'-'-l~~,-----~/ 6' CEMENT LINED STD \ CONDUIT PAC BELL : STEEL PIPE WATER \ / I t \ I I ' ,, I I I l ' I I \ \ I I 1 , I ' I ,_ -~~c~::~ S-;•-1-NG_PL..1 PE OR DUCT \ : ~----·~---.-------------I l -l --------:-------,.---------------------------·-; ! ! i ! ·1-··-·--1-------------------------,--1--~· i ,I ' ' ' . I ' I, ·' I • I i' A. : I, t, 1, • i, , I I, . . ' . ' ~·~~ 2-2½" PVC CONDUIT CABLE TV COMCAST I I I I I I I I ..J ,, 'o. I I I I I I I I P/L L-________ - C-2804 NEWPORT ISLAND BRIDGE DATE CORRECTIONS BY 1/11/99 RICH FITTERER DOKKEN ENGINEERING DATE BY DESCRIPTION REVISIONS PUBLIC WORKS DIRECTOR R. E. N0. ___ 1 UTILITY PLAN DATE APP' O. DES I GNED DRAWN CHECKED DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT H-5150-S SHEET /6 OF 2/ u ·:c \; z :i: □ 0 r □ I :0 D n s 8 □ 01 ~ a D ~ • □ m ~ D ! z m • < z □ ,J"\ G) .a! C z g ,, ~ z . . 0 ·~ 0 C " ll -' s;: ~ > D z _m [D n C--) m ,. :0 C ~ □ D z " u £ ~ z I 0 0 r □ :0 D n =-l ~ m □ ~ □ • D D □ u n □ ~ D ~ z 0 0 < z i5 ~ G) C z • < 0 z • m . D ~ 'g 0 C " m " s;: a > 5 D z m [D n ~ m ,, JJ 'ii I' □ ~ " u £ z :i: □ 0 r 0 I 0 D n m 0 I □ D D □ u ~ □ ~ m ~ z • < z i5 G) , C z ;; < m z ' m . D " □ C a ' ll i m ~ > D z _m [D n m ,. JJ C ~ □ D z " Total length = 88'-0"+ - BB 8'-0"+ 22'-0"+ 28'-0"+ 22'-0"+ 8'-0"+ t--EB ------------------------------------ -:: ------ O 0 : : : I i : ~ ~ I I f 1 1 I II I I I I I I L --~~:: ' I I I II I I I I I I /1 I , , I " ::---___,___-_j ' I I ' I~ - Bulkhead i f ! j f ! ! --------Bulkhead : I [ I I 11 I : : : : u I I ! u ' ' ' w w Bent/ Bent4 Bent2 Bent3 Datum Elev = -20. 0 R=99. l9'+ Exist anchor block, I ® 0 Note: The Contractor shall verify all controll!ng field dimensions before ordering or fobrlcotln9 any mater/al. NEWPGP0I. DGN AS-BUILT GB 7 /13/99 7'±. CURVE DATA @ = 34°07'20"+ 12+00 ELEVATION I" =/0' I" =/0' AS BUILT CONTRACT NO. DATE CORRECTIONS BY -t-1 S: I Gas fine to be relocated by others C-2804 STPLZ-5151 (004) I/ 11/99 RICH FITTERER DOKKEN ENGINEERING GENERAL NOTES LOAD FACTOR DESIGN Design: Bridge design specifications (1983 MSHT0 with Interims and Revisions by CALTRANSJ Reinforced concrete: Existing fy = 40, 000 psi f6 = 5, 000 psi New construction fy = 60, 000 psi fc = 3, 250 ps! Seismic Loading: Peak Rock Acceleration = 0. 69 Depth of Alluvlum = 80'-150' QUANTITIES Traff!c Control System Bridge Removal (Portion) Structure Excavation (Bridge) Structure Backfill (Bridge) Structural Concrete, Bridge Structural Concrete ( Approach Slab) Dr!// and Bond Dowel Dr!// and Bond Dowel Lump sum Lump sum 97 CY 33 CY 9 CY 64 CY 153 LF 2IEA DOKKEN ENGINEERING ofEss, MATTHEW W. 0 SALVESON ~ ------z C, "" ~ No. 56351 ~ p. 03/31/01 CIVIL 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 OF CA\. rt. construction = rt. 38th St--------..; 15' 0"+ 15' 0"+ -I --- I ' 5'-0"+ 10'-0"+ I 10'-0"+ 5'-0"+ ' I ' Stage I traffic I Stage 2 traffic ' ' Stage 2 canst Stage I canst (!' n .. ' ~ . ' I ' 4 ' .. , I ' t . ' (Epoxy Cartridge) Repair Spa/led Surface Area Bar Reinforcing Steel (Bridge) 600 SF 17.182 LB I : ' W-----r4 ')_i __ .-~---~_...: __ --_7-:-=L-____________ iL_, ~ ~-' ------___________________________________________ J ___ :-·---,_ _____ ,' I L ---!'d I RETROFIT LEGEND @ Approach slob retrofit ® Superstructure retrofit LEGEND Indicates exist structure Indicates nfMI construction L----,;----------•-----------------•---------------------------------------=~:::l•:__' --------✓ . -------------,----- \ i \ I L---i----,------------------r---i------------------,---1------------------T---r---J ' i ' - ------------ - --------------,--~ -----------_ _J __ _j __ -----------1---i------- -----I I I I I I ' ' ' I I i i ' ' ' ' ' ' I I I ' ' ' ' ' ' I I I ' ' ' L-,c:::I ~ l._...C, ~ TYPICAL SECTION ¼"=!'-0" INDEX TO PLANS 0 Exist utll!ty (Gos line), to be relocated by others Sheet No. Title General Plan ® Exist utlllty (Electrlc line), to be relocated by others Q) Exist utlllty (Wafer l!neJ, to be relocated by others 0 Exist utlllty (Telephone llneJ @ Exist utlllty (Cable TVJ @ Exist utlllty (Unknown) As Bu!/t changes DATE BY DESCRIPTION REVISIONS I 2 3 PUBLIC WORKS DIRECTOR R.E, NO. __ _ DATE CHECKED P. Norboo DRAWN J_ JOHNS DATE 01/10//JT Approach Slob Detolls Bent Retoflt Details C-2804 NEWPORT ISLAND BRIDGE GENERAL PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT H-51SO-S SHEET /7 OF 2/ 0 " • • " • • a • I 1· I I • a • ~ 0 -,: • a " a .I I g ,i ~ 0 , '! g s a e " I " m □ • 0 m n 0 < z C < m m 0 0 ' " • • • 8 • 0 m • w < z C < w ~ 0 ' " • " n m 0 n 0 m • ~ z C < w m n 0 ' '" • n -u > z I 0 r 0 8 n -u 0 ~ B z . 'n < 2 .m 0 • C m □ n j; -u \; z I 0 r 0 " 0 n -u 0 ~ i5 z . ~ z !" " > C m 0 n " > -u \; z I 0 r 0 " 0 " -u 0 ~ B z . ~ z !" " ► C i'l " :::F 01 ii-I- _J\ ~ 0 z G) I z C ~ $ (lJ m JJ C"J ~ 0 JJ ~ z --.+J G) z ~ C ~ (lJ 9-' m IJ - 0 JJ ~ z G) z C ~ (lJ m IJ BB EB 11 -----------------------------------------------1-----------: : _ ..... ----I, ' , SI b S S S 9 : : .-:f .,.,.--::;;::::::::::=::=::-:_:--------.------..-----=-::_:::.o:=::=::=::~::=::!! L_____ --- • I I,.-........ ..- / ))--· /; / /,, / /' 1•' , , / / , ' ' ' I I ' ' ; / ' ' 3" Legend /ndfcates new construction fndfcates exfstlng structure Indicates concrete removal I tot 6 6' O" #7 -l'-2,, @ 6, Dr!// & bond dowel rn r-2" deep hofe- ------, 1,.-------- i------------------7 ' ' #7 cont bundled ' L ________ ' I ' ·-----------(tot 2 bundles) / @ 6, I 8'-611 #7 I I @ 6, top & bottom Varfes ~ / \ • • ••• • • • -J ~ 'l-- • • • • • t ofES ATTHEW W. u, SALVESON DOKKEN ENGINEERING 3914 MURPHY CANYON RD, Su!Te A-153 SAN DIEGO, CALIFORNIA 92123 56351 p. 03/31 /0 I 1---rf Constructron = (f 38th street ' ' I ' I ' !/ • 1,._~ • i .. :_--·:_ ·:::_. ' ' .J • 8'-611 2'-6" • • • • • • a ~ t (.\j ,---- ,/ " ' ' ' ________ ...J ' ' ' • i • I • • • ' _____________ , -------------\, ----------~ i i 86-21 • • 1-------a Type AL Seal, typ #7 I top & bottom -~ / ♦ I ' l. .. , . +. \.__ #7 / @ 6, ottom LIMITS OF CONCRETE REMOVAL I" =20' • • .-. • • • . • .•. ,,. . top & b ±: • • • • • • • • • • • --------,/ ! ( -1---------a I >· ~ f ) • LO I ,_ -1----------,_ ' -I i'ri 0 • • c,:, • • #7 @ 6, Drill & bond j ' -Q I • • i'ri -R • • dowel (Epoxy cartrfdgeJ ' I ' b I C\J (\J ---#8 --~ tot 4 3" typ • ' ffi5'-6"+, I Relocate exist utlllties ' • • #7 D @ 6, typ. For llmlts see"Plan-Approach Slab Retroflf' Umits of #7 [] typ #7 --~ bundled (tot 2 bundles) 9'-0" 9'-0'' #5 __ ___, tot 4 Construction Joint---- l(Y-0" I I I I I I I I I I I I I I I I _____ LJ __ ~_ ----1 I I I I I I I I I I -----r7--7-r----1 I I I I I I I I I J I I I I I I BB D i PLAN -APPROACH SLAB RETROFIT Note: The Contractor shall verify al/ control/Ing ffeld dfmenslons before ordering or fabricating any mater/a/. NEWPMD0I. DGN AS-BUILT GB 7 /13/99 ¼"=/'-0" BB shown. EB siml/ar by opposite hand Note: ~ #5 H 11 @4 SECTION C-C ½" =l'-0" BB or EB-- Indicates l!mits of concrete removal ------- SECTION D-D ½" =/'-0" AS BUILT C-2804 CONTRACT NO. STPLZ-5151 DATE I/ 11/99 Joint seal. typ See Detail I on "Bent Retrofit Detal/s" sheet. ------- (004) CORRECTIONS BY RICH FITTERER DOKKEN ENGINEERING -• • .. • • • 2'-6" typ Exist tie rods corroded due to electro/ysfs. typ Exist tie rod & 0 anchor block ' ' • typ I to avoid bottom of ' I approach slab ' I and exist tie rod ' I ' I ' #7 I I evenly spaced! tot 6 I each face, typ ' I SECTION A-A ½" =/'-0" Provide opening @ exist tie rod with I" cir around tie rod -- 9'-0" • • C: • • • • / • ,,i2 • -~-:-,...., ~ # tot 5, typ Note: Approach slab retrofft deck to match existing roadway surf ace 4'-0" , ______ #5 ,1 11 ---------------- ---------Joint sea/, typ -------------------See Deta!I / on "Bent Retrofit Ut.-.-------:::::::::=~~~r . --------. . .r ,-CC'-cec-cci::::::' ----,---=~----+-----Exist bulkhead Deta!/s" sheet. 1 to remain ,-._-Cl:) ~,, electr!ca/ relocated to avoid bottom of approach slab and exist tie rod I / ----------------· .---· • ~ i ( ______ ---------------------------------. . : ! Expanded polystyrene } ~ r I 86-2/ @ 10 each face I 3" typ • • • r--.-_,v79:-+--------#7 D @ 6 for l!m!ts see L------------,----17 "Plan-Approach Slab Retroflf' DATE BY 2'-6" SECTION B-B As Bu!lt changes DESCRIPTION REVISIONS PUBLIC WORKS DIRECTOR R,E. NO.~-- DATE APP' D DES I GNED DRAWN • T. LY/£S J, JOHNS CHECKED DATE P. Norboe 0/1/0l!JT C-2804 NEWPORT ISLAND BRIDGE APPROACH SLAB DETAILS CI TY OF NEWPORT BEACH H-515"0-S PUBLIC WORKS DEPARTMENT SHEET 18 OF 2/ I ·I I 0 JJ ~ z G) z C ~ m m JJ Dr!!! & bond #8 i.,lf.' r-B" I @ 12 tot 24, typ. Orient hook horizontally. Locate & avoid exist reinf r-4" bond length (f_ bent --------------, 5'-9" ~ I I 5'-9" Edge of deck ------------------------------------------------------1------------------------------------+--------- ' I . ' . I ' ' : ' I : I ' I ' ' : I #8 X /0'-0" tot /2, typ PLAN ¾" =/'-0" 2" Equal spaces 2" i-----'--~-~ i-4= #8 X /0'-Q" tot /2, typ --- If,' r-8'' I i---------Dr!/1 & bond #8 @ 12 tot 12, typ. Orient hook horizontally. --- Locate & avoid exlst reinf ,----------,+-t--"s-------1--1-~ \ L \ U ----,\ ~-----------------_.... • • • • • • i--_______ j ____ - I _./· • • • • • • ::::--.. \ -A:.-·· n &:i r ---: :: :-__ ; ' I I \ ~7 ------------.,------------------------- \ \ \ ' \ . ' I ' . I ' \ . ' -------------T-----------,--- ' ' ' ' I I ' ' ' I I : ~ : ' LEFT EDGE OF DECK 2'-4"± typ Remove existing sidewalk I ___ and sand fill. Replace /f with n,w wx,et, !-----~L---_..L..---,J -----------------7 -______ !__________ 0 -------------------~ • • • • --• ·-. i __ .. ·: _.: ·:·::: 0 • • ~l •o~ --..-.:-.::-.:-.-.-_._._._:-/ •• ••• --~ \_,__ / ------------1 > Preserve existing utilities. Wrap ---f all exist utl/ltles with ¼" expanded / polystyrene. Encase wrapped j utilities In !!'-6" long oversized / plastic sleeves . I ' ' ----,-----------T------------- ' ' i i ' ' ' ' I I : I\ : RIGHT EDGE OF DECK For notes & dimensions not shown, see Left Edge of Deck SECTION A-A Note: The Contractor shall verlfy all control!Tng field dimensions before ordering or fabricating any mater/al. NEWPMD02. DGN AS-BUILT GB 7 //3/99 ¾"=/'-0" Note: Barriers not shown for clarity NO AS BUILT CHANGES AS BU IL T C-2804 CONTRACT NO. DATE CORRECTIONS BY STPLZ-5151 (004) 1/11/99 RICH FITTERER DOKKEN ENGINEERING 2" /- ( ~ ' >---------~, V L--¾;::;:'~-;_·;:;:?>--' ' --J ~ I ~,,_oFEss,0/v ~~ "'" c'I( SC MATTHEW w. '1:- (;; SALVESON i REGISTERED<: I~ ~ No 56351 ;:: "' • "' ~\ Exp. 03/31 /0 I / 1-------------~ II'_,. CIVIL ~'< /r--1 DOKKEN ENG I NEER I NG -1,-(' 0, c1''-''a'I' 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 ½" polyurethane seal ~~ ' !½" //'. m -----Po/yetl7f!ene foam ---'-'=---o..i~/ #,,r-(top to have glazed surface DETAIL I No Scale DATE BY DESCRIPTION REVISIONS and crowned as shown. Uncompressed width to be 1/8 " greater than actual groove width) PUBLIC WORKS DIRECTOR R.E. NO. __ _ DATE CHECKED DATE P. Norboe 0///0/gf C-2804 NEWPORT ISLAND BRIDGE BENT RETROFIT DETAILS CITY OF NEWPORT BEACH H-51$0-S PUBLIC WORKS DEPARTMENT SHEET /9 OF 2/ ~ ~ z B 0 C □ ]] " n § m ~ □ □ n ~ !i □ m □ " " " z m ~ e < 2 B G) , C z ~ < C m . z , " C S' 0 a ' ~ ~ " ~ > s " z [I] .m n m ~ ]] 1· ~ □ " z j, Bevel top edge, typ r:, • • Bevel top edge. typ 6. • • 6. • Chip area to sound cone. sandblast & patch -----1---i • Anchor at 12" 0C ea way. see Tle exlst rebar to anchors. EB Chip area to sound cone, sandblast & patch r:, • • • Exposed rebars --t--~ I" sawcut, typ -----1-----+--¾" min cir • Add wire fabric ------{~~ when repair area exceeds 2'-0" sq. 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 • <l • <l ~--. -;:<l:;--=cJ=-~ ¾" min cir <l r· -"--H-.,__. ---.::<l:__L--1r1-·:.--.:c..· -·~ Exist sound cone • <l • r---Undercut, typ Chip area to sound I" sawcut, typ Exposed rebars cone. sandblast & patch SECTION AT SOFFIT RE/NF STEEL ENCOUNTERED NOT TO SCALE REPAIR OF SPALL & UNSOUND CONCRETE GENERAL I. Make a sawcut I Inch deep, minimum, on each face of the concrete to be removed. The sawcut shall not extend beyond the removal llmlts. Chip out concrete between sowcuts to a plane surface, then, chlp out and remove all de/am/noted, unsound or Imperfect concrete. 2. Repair area to have a surface prof!le of ±½6 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 c/eanlng, sandblasting or other approved means, or shall be removed and replaced per the direction of the Engineer. 4. Coat any exposed rebar with Armatec //0 Anti- Corrosion coating or approved equal. r:, .,...--f" sawcut. typ • r:, . Exist sound cone --f-< Undercut, typ 0 • • • Undercut. typ SECTION RE/NF STEEL NOT ENCOUNTERED NOT TO SCALE Exist sound cone C> • C> 0 • C> • • • C> • • • 0 C> • • C> I" sowcut, typ Chip area to sound cone. sandblast & patch SECTION AT SOFFIT RE/NF STEEL NOT ENCOUNTERED NOT TO SCALE A. SPALLS I. 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 p/aclng the patch. 2. Polymer concrete mortar: Slka Slkacess /33 s!/lca fume enhanced shotcrete or SlkaTop /23 plus or approved equal. 3. Polymer concrete patch: Add aggregate to polymer concrete mortar with materials and proportions approved by the polymer concrete mortar manufacturer. Finish color to be concrete gray. 4. After the patches have cured for 3 days, minimum, remove any lrregu/arltles or departures from a plane surface by grinding or rubbing with a carborundum stone or other means approved by the Engineer. 5. Apply Ferroguard 903 or approved equal to repaired area per the manufacturers recommendations. 5. All fines or dust shall be removed from the chipped surfaces by an air jet or by vacuum. If an air jet ls used. care shall be taken to Insure that no all Is ln the air system. A suitable o!/ trap shall be In service during the air c/eanlng. ffi Concrete spa!/ repair performed on caps at Bents I and 4. 6. Begin patching spa/ls after all cracks within the spa/led areas have been repaired and injected. Repair cracks greather than 0.125 Inches wide. and obtain engineers acceptance of crack and repairs prior to patching spa/I areas. 6. • • Exist ties --+-----=6.U Install¼" S.S. U-strap © /8" vert spacing. Set ln epoxy ln • • predrllled holes (8" min embed). -1------+--- NEWPMD03. DGN AS-BUILT GB 7 //3/99 Concrete patch Exlstbar ~-- 0 • • r:, DETAIL SECTION NOT TO SCAL r:, • 6. 6. • 6. 0 6. • • • 6. • 6. . • 0 • • • 6. I • 0 6. 6. . • r:, Pressure Inject with • 0 • • Slkadur 35LV Injection r:, 6. . resin. Cap & seal cracks • • 0 and set Injection ports • • with Slkadur 3/ HI-mod gel • GENERAL • • 0 • • Clean c ck & apply su ace seal • 6. 0 0 • 6. • • • • 6. 6. 0 ~ Remove surface seal, finish surface flush. SECTION OT TO SCALE I. Concrete crack repair Includes the ea/Ing and healln of surface cracks !dent/fled on the drawings, Internal crac greater than . /25 Inches wide exposed while chipping out spa/led areas, d as dlrec, ed by the Engineer. A. Crock Sealing I. Use epoxy paste sealer to install injection devices and to caulk and seal cracks. 2. Space metal or plastic lnject!on port tube , or o devices, approximately 12 inches on center. As requ to insure maximum penetration of the inj fed epoxy. only with the Engineer's approval. r approved Injection port ed. decrease port spacing crease port spacing B. Cracking Healing I. The Injection head shall elf r mix the epoxy components at t point of Injection. or receive epoxy co ponents mixed and pumped from a ressure pot. 2. Once Injection has been tarted on a crack, lt shall be continue uninterrupted until the crack has been co /etely Injected. Sufficient materials shat lmmedlate/y ava!lable at the Jobslte before starting Injection. 3. Start Injection at the lowest elevation point along a vertical crack and tan end of a horizontal era 'k. Continue Injection unt!I epoxy appears at the ne consecutive port. 4. Cap or seal the njectlon port with exuding epoxy and continue Injection. Cap or seal each succes Ive port where epoxy appears. When epoxy no longer exudes, continue njectlon after a r!se In grouting pressure for approximately one minute. 5. Cap or se the lnjectlon port and begin lnjectlon at the next consecutive port which has not been capped or sealed. Continue ln this manner unt!I the crack Is completely I :]ected. 6. Upon omp!etlon of the crack Injection, all excess epoxy sealer and Injection port devl s shall be ground smooth and flush with the adjacent concrete surfac . This requirement appl!es to surface cracks only and wl/1 be strictly enfor d. 7. or cracks below the finished surface and to be covered by a spa// repair, re ave the Injection ports and excess epoxy sealer. Grinding the surface s oath ls not required. . Solvents may NOT be used to thin the epoxy system Introduced Into the cracks or Joints. AS BUILT C-2804 CONTRACT NO. STPLZ-5151 (004) DATE 1/1 1/99 RICH FITTERER CORRECTIONS BY DOKKEN ENGINEERING Note: The contractor shall verify all controlling field dimensions before ordering or fabricating any material. DATE BY I" sawcut. typ Concrete patch ofESS10 MATTHEW W . (;; SALVESON 0. -z '-' .,, w No. 5635 I .,, "' "' Exp. 03/3 I /0 I DOKKEN ENGINEERING CIVIL OF Cl>.\.\ 3914 MURPHY CANYON RD, Suite A-153 SAN DIEGO, CALIFORNIA 92123 r:, • • r:, • 0 • . . r:, r:, Exist concrete -1---New anchors. Tie rebars to anchors. See ffi [t~·=·~::::::t-Exist rebars to remain 6. • Add wire fabric when repair area ls greater than 2 SF. Provide anchor at 12" EB -: ___ '-------c---'--___ -----+-------j max each way when wire fabric Is added. As Sulit changes DESCRIPTION REVISIONS Undercut. typ SECTION AT CORNERS NOT TO SCALE New concrete f' min r:, • New 6 X 6, /0, /0 welded wire fabric r:, r:, . Fasten fabric to bolt with S. S. wire. 0 r:, 0 • Std golv 3/a" machine bolt (length varies) at 12' max horiz and vert, unless noted DETAIL r:, 0 r:, r:, 0 MECHANICAL EXPANSION ANCHOR NaT TO SCALE • • r:, r:, • • • • r:, • • • 6. 0 • 2 Exist concrete 3" min Approved concrete anchor C-2804 PUBLIC WORKS DIRECTOR R.E. NO. __ _ NEWPORT ISLAND BRIDGE SPALL AND CRACK REPAIR DATE APP' D. DES IGNEDHH DRAWN CF C I TY OF NEWPORT BEACH H-51 ~o-s CHECKED TL DATE 3/97 PUBLIC WORKS DEPARTMENT SHEET 20 OF 2/ I I I I 0 :IJ ~ z (jJ z C s: Ill ~ [5 8 V) .... 1:: :! ~ (..) h :i: ...J ._J ~~ f5 0: <( <ii ~ ~ 0:: §52 ~ V, .,; c:.;, w >--h ;l' :,; ;::, ffi8 §8 8.<> I-~ I <( ~"' :j ::, g :,, Cl_~ Li: " 0 V, 0:: "' 0: "'15 :c ~ [ill] ~ ~ [I]]]] ~ rsQ I--QC: 0:: ~-§ <( .._ .._ w D Cl D ~ "' lL 3 ;l' i::J Cl 3 .1, le, 0 u V, <ii ;l' O,<, G:J >--G:i >--V, u ~~ 0 z ~ Cl h ~ Cl;,.. Cl j:: j:: -"' w ~ ~ ~ ~1j ~~ ~ c:~ (') o-c, w "' ...J □ □ ,,, lSl IZl "' ~ ~2 ~~~ ~~~ /,. _gt; "' § "' <.> ] i t: t: 1: "'.JS ~ z ~t:t:~"t:lf' .._..,, 0 § .1, 0 -.._ jg I-"' 8 t"' ti cf c:-<( i ~ ~ ~ u :E:~ lL C: 2"B CJ) "' ~ " ¼l 1/1 Cl_ <I> 8. "' ,.__"' ...J .._ 1:' "§ "' le, "' 0 C: ...J 0 8 lb Cl Q QJ C:: c::~ u CJ) ~ "" -!gu8_'-'.l{g "' <.> 0:: ~ t~<-~~ C' 8~ >--le u 0 V, ~ tl'...J Ql ~~ z lL "' :,,. w ,§ V, "'-,, I-ti--"' CJ) .2 § :;::: u..: CJ) ~ I z "' -1:, "'"-Q) "' Q) 0 C: "''-'o:;f-0) -. "'"1 '-0 C u ~ .¼:: "g V) 6 "'I 6 I J., "-~ D 1!-~ -~ IV) (sJ 2 "' -<( Cl_ e ELE//AT/ON ELEV. CPT-3 BB ff 52.95 ELEV. 8.J0 NEWPORT ISLA D BRIDGE -$-B-1 -$-P-1 11+50 ffi B-2'¥ PLAN SCALE .-t // = t O / CPT-4 EB f !+52. '5 ELEV. 6. 9 12-fO0 Log of test borings from previous study ore oval/able at the off lees of C!ty of Newport BeoclrPubllc Works Deportment " ~ " 'a: ~~ '-,, ., ") " ;? ~ REO P~ESS/ONAL ENC/NEEi? PLANS APPROVAL OA TE AGRA f'B_OFESs§ic 1,9,.~D sf PH Ve _,..';ff' ;:v1 3C ~ ~ ,v0 . C04982 7 £xp9-30-97 Earth& [nvironmental, Inc. 16760 W. Bernardo Drive San C'/VJ- o,r CAL Diego, CA 92127 NOTES.· !. J ELEVAT/ON BASEO ON ".4S-BUIL Tu CENEl?AL PLAN ANO ELEVAT/ON BY C/TY OF NElfPOl?T BEACfl 2. J -$-B01?/NC/CPT FRON Pl?EV/OUS STUOY ~[ CPT-3 ~ ELE//AT/ON -:i--1r-----------------------------c-i: <'-CPT -Lj----------------to l<?-w h.:: kc.-= 0-------------------~+:}----__,, 0 PPl?OX/MATE 01?/C/NAL Cf?OUNO SURFACE -Jo---------------fj-------====--c;-------------------------*--------dc£------------ B -t O too 200 JOO -too 8 -f O 100 200 JOO 400 _50 ________________ Fl_r_i_c_f~ion:.._~/4~o~f~io'------'r~%~J-:;---;::-----;:;,T~1~p~B~e~o.~r~1~n~~_:_r~TS.~F~J ______________________________ Fl_r_,~·c_t_i~on_:_R~o~f~i~o_:_r%;.J-=-----=-----=T~1~p:____::B:e:or_,~n~~:_____:_r~T£=F-J:_ _________________ _ 11-6-96 PROFILE 11-6-96 1101?/ZONTAL SCALE .-t // = 10 / -60 _________________________ ___..'.'..V,~'ER'...'....'.....T/~C.~~~L__::::S~CA~L~E:........:.-___!_f_H--=~l~O~/------------------------------------ STAT/ON f{' 38th ST) 11+oo ! !+'50 12-fO0 JOB No. 6-252-1010 NO AS BUILT CHANGES AS BUILT C-2804 CONTRACT NO. STPLZ-5151 (004) DATE 1/11 /99 PUBLIC WORKS DIRECTOR RICH FITTERER R.E. NO. __ _ CORRECTIONS BY DOKKEN ENGINEERING DATE DATE BY DESCRIPTION APP' O. DES I GNED DRAWN NEWPLTBI. DGN AS-BUILT GB 7 //3/99 REVISIONS CHECKED DATE -to -20 -30 -40 -50 -60 NEWPORT LOG OF C-2804 ISLAND BRIDGE TEST BORINGS Cl TY OF NEWPORT BEACH H-51'5'0-S PUBLIC WORKS DEPARTMENT SHEET 2/ OF 2/ I I . j • ~ 0 . • • g ~ .c • . I § • • ~ • , • 0 z ~ • I I I i • ~ 0 • ~ C • • ~ • □ m • ~ z C < 0 m • □ ' ~ • • m □ • □ ~ ~ z C < ~ • □ ' " t • ~ • □ m • ~ z C ~ m • □ ' " • • .,, ,: z :i: □ r □ n □ 'll □ ! □ 2 . :l! z "' n ,. C ~ 0 D 2 ;;; .,, \; 2 :i: 0 r □ n □ D .,, □ ~ 15 2 . ~ z "' n ,. " □ D z ;;; .,, ,: z :i: □ r 0 n 0 'll 0 ! 0 z . ~ z "' n ,. C ~ 0 ;,, ;;; ::c □ JJ l ~· U1 z Ci) ~ .2: 0 s:: I [Il Lf) m JJ U) □ ::c JJ ---\~ z ~ Ci) -z ~~ t--,.) [IJ m -JJ □ JJ ~ z Ci) z C s:: [IJ m JJ