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HomeMy WebLinkAboutR_6062_SCITY OF COSTA MESA c_,,¾ "'(; o' 0-9 CITY OF IR VINE ~ · UNIVERSITY ., ~ PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS -0- @ ® @ t-0:l !ill lllJ llSJ X:,....-0 0 (-,. p ® e £Ill ll'll " © [rJ ~/////l {L/51 ---- ----- ---it--- ----S---- -----w----- ---G--- --E-- --T-- -CATV- --SP-- -x-x-x- (IN ADDITION TO GREENBOOK SECTION 1-3.2) POWER POLE t:,. CURVE DEL TA SEWER CLEANOUT AB AGGREGATE BASE AC ASPHALT CONCRETE SEWER MANHOLE ACP ASBESTOS CEMENT PIPE ARV AIR RELIEF VAL VE STORM DRAIN MANHOLE AVE AVENUE B/W BACK OF WALK FIRE HYDRANT BB BEGIN BRIDGE BC BEGIN CURVE WATER METER BCR BEGIN CURB RETURN STREET LIGHT PULL BOX BEG BEGIN BLK BLOCK TRAFFIC SIGNAL PULL BOX BLVD BOULEVARD SVC BEGIN VERTICAL CURVE STREET LIGHT CATV CABLE TELEVISION C8<G CURB AND GUTTER WATER VALVE CB CATCH BASIN GUY v.1RE CF CURB FACE Cl CAST IRON SURVEY MONUMENT ~ CENTERLINE CL CLASS SIGN CLR CLEAR VAULT VENT CNB CITY OF NEWPORT BEACH CONC CONCRETE TREE DR DRIVE OW DOMESTIC WATER IRRIGATION CONTROL VALVE E EAST/ELECTRI C EB END BRIDGE CABLE TV PULL BOX EC END CURVE CORING LOCATION ECR END CURB RETURN EG EXISTING GROUND ELECTRICAL MANHOLE ELEV ELEVATION EVC END VERTICAL CURVE ELECTRICAL PULL BOX EX/EX IST EXISTING BUILDING FG FINISH GROUND FL FLOW LINE EXISTING CONSTRUCTION FS FINISHED SURFACE FT FOOT/FEET PROPERTY LINE G GAS GB GRADE BREAK NEW CONSTRUCTION GM GAS METER/SERVICE CENTERLINE GV GAS VALVE H HEIGHT SEWER LINE INV INVERT JS JUNCT ION STRUCTURE WATER LINE L LENGTH LAT LATERAL GAS LINE LT LEFT ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM FENCE BLOCK WALL CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG MAX MH MIN MAXIMUM MANHOLE MINIMUM NORTH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE (REPLACEMENT) OVER GRAND CANAL C-6155 BRLO 5151 (026) APPROVED: __ MARK __ iDJ~§'~OJ~EV1'!/4~~~C~. ~-~;~7::~=EP::~::_TY_PW __ D_/_C_ITY_E_N_G_IN_E_E_R __ N NAVO NO . NTS 0G ocs PB PCC NORTH AMERICAN VERTICAL DATUM NUMBER I PKWY PROP R RCE RCP RET R R/W SD SL s SCE SHT STA STD SW TC TS vc VAR W/ w WM WV NCT TO SCALE ORIGINAL GROUND ORANGE COUNTY SURVEY PULL BOX PORTLAND CEMENT CONCRETE/ POINT OF CONTINCUS CURVE PARKWAY PROPOSED RADIUS REGISTERED CIVIL ENGINEER REINFORCED CONCRETE PIPE RETAINING RIGHT RIGHT OF WAY STORM DRAIN STREET LIGHT SOUTH/SLOPE SOUTHERN CALIFORNIA EDISON SHEET STATION STANDARD SIDEWALK TOP OF CURB TRAFFIC SIGNAL VERTICAL CURVE VAR IES/VARIABLE WITH WEST/WATER WATER METER WATER VALVE i I BALBOA I ISLAND I Pr -~ -~-t-~ -~--t-~·+--'- LOCATION MAP NOT TO SCALE EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS w fflm!I (800) 624-8153 (BOO) 611-1911 (800) 332-1321 (949) 644-3011 (949) 644-3717 (714) 962-2411 (714) 898-3800 (949) 546-2000 Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions Vv'hich may have been incorporated into these plans as a result. BASIS OF BEARINGS BEARINGS AND COORDINATES AS SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83, EPOCH 2007.00), ZONE 6; BASED LOCALLY UPON THE FOLL0¼1NG CONTROL STATIONS AS PUBLISHED BY THE COUNTY OF ORANGE ( OCS): NAME ORTHO.H T.(FT ) FVPK OCS GPS FVPK TRAK OCS GPS TRAK (NAVDBB)NORTHING (FT.) 2188768.54 2171991.67 (NAVDBB)GRID EASTING (Fl) 6048757.12 6088762.07 BENCHMARK (NAVD88) GRID 80.27 495.21 ELEVATIONS AS SHOWN HEREON ARE IN TERM S OF THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVID88), BASED LOCALLY UPON THE FOLLOWING BENCHMARK(S) OR CONTROL STATION(S) AS PUBLISHED BY THE COUNTY OF ORANGE (OCS): NAME 8M31370 OCS BM NB3-13-70 3-3/4" DISK SET IN THE TOP OF CONCRETE SEAWALL. MONUMENT IS LOCATED AT THE NW CORNER OF THE INTERSECTION OF PARK AVE AND THE GRAND CANAL FVPK OCS GPS FVPK TRAK OCS GPS TRAK TEVEN "' !-=="---\ REVIEWED BY: ELEVATION (FT.) 7.735 80.27 495.21 APPROVAL RECOMMENDED: ~ No, 604$6 Exp 6-30-] 6 CIVIL STEVEN 8. BURICK, RCE 60456 MIKE PISANI 1------------IMUNICIPAL OPERATIONS DEPARTMENT DESIGNED: DRAWN: OF CAL 1--"M"". ,.;G-H..,DN_I_Ml---"M"'. ,.;G-H,_ON_IM-4 CHECKED: DATE: DATE: _______ _ S. BURICK 01 11 16 YEAR LEVELED 1992 APPROVAL RECOMMENDED: MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DATE: _______ _ GENERAL NOTES 1. ALL WORK DETAI LED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STAN:JARD SPECIFICAllONS FOR PUBLIC WORKS CONSTRUCTION", 2012 EDITION AND SUPPLEMENTS TO DATE, EXCEl 'T AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL Pf<JVISIONS. 2. EXISllNG UNDERGROUND UllLITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCA 710N AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED co~.'RETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. UN;.t"SS NOTED OTHERv.1SE. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTI LlllES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO ·.;o WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAv.1NGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRA¼1NGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES 1 PROTECT IN PLACE (AS NOTED). CD REMOVE ( AS NOTED) . @REMOVE PAVEMENT SECTION TO LIMITS SHOWN ON PLANS. (D REMOVE CONCRETE CURB ic GUTTER . @ REMOVE EXISTING SIDEWALK . @SAWCUT ic JOIN EXISTING. Q)coNSTRUCT 0.5' P.C.C. OVER 10· A.B . SCARIFY AND RECOMPACT 12" OF SUBGRADE AT 95% RELATIVE DENSITY . @CONSTRUCT PEDESTRIAN RAMP PER DETAILS ON SHEET 3, 38, AND 39. @ CONSTRUCT ST A I RS PER DETAILS ON SHEET 3, 38, AND 39. @) CONSTRUCT SIDEWALK PER NEWPORT BEACH STD-180·-L . @CONSTRUCT CURB ic GUTTER, TYPE AB, PER NEWPORT BEACH STD-182-L . @ CONSTRUCT MOD IF I ED CURB ic GUTTER PER DETAIL ON SHEET 4 . @CONSTRUCT METAL RAILING AND HAND RAILING TYPE C PER SPPWC STD PLAN 606-4, AND MODIFIED PER DETAIL ON SHEET 4 . @ CONSTRUCT WALL -MOUNTED METAL HAND RA !LING PER SPPWC STD PLAN 60£.-4 . @) CONSTRUCT PEDESTRIAN CURB RAM? PER CALTRANS REVISED STD PLAN RSP ABBA, TYPE "C", AND PER DETAIL ON SHEET 4 . @CONSTRUCT SLAB ANO LANDING AT PEDESTRIAN ,/AMP PER NEWPORT BEACH STD-180-L @ CONSTRUCT PEDESTRIAN RAMP PER DETAILS ON Bk I OGE PL ANS @) INSTALL DETECTABLE WARNING SIJRFACE. ~;JNIMUM 3 . X WIDTH PER PLAN . @) CONSTRUCT 8" CURB, TYPE 8, PER NEWPORT BEACH STD-182-L . @REMOVE ic RECONSTRUCT EXISTING PLANTER WALL TO SAME SIZE AND DIMENSI ON. @ REMOVE 12" STORM DRAIN @ REMOVE AREA DRAIN INLET AND LATERAL PI PE @ REMOVE CATCH BASIN 1'j @INSTALL 12" RCP BEDDING PER CITY OF NEWPORT BEACH STD 106-L @CONSTRUCT CURB INLET OL-A PER CITY OF NEWPORT BEACH STANDARD 305-L AND DIMENSIONS HEREON @PROTECT EXISTING AREA DRAIN .... @CONSTRUCT MANHOLE #2 PER CITY OF NEWPORT BEACH STD 307-L AND DIMENSIONS HEREON (OMI T SHAFT) @CONSTRUCT PIPE PENETRATION THKOUGH EX ISTING SEAWALL. @ I NSTALL 24" DIAMETER GRATED MANHOLE COVt..R ALHAMBRA FOUNDARY A-1535 OR APPROVED EQUAL @PLACE 2·x2·x2· PAD OF FACING CLASS RI-P RAP @INSTALL 12" TIDEFLEX TECHNOLOGIES CHECKMATE INLINE CHECK VALVE PER MANUFACTURER'S INSTRUCTIONS @ REMOVE EXISTING RI P RAP PAD . @) INSTALL 6" PVC PIPE, BEDDING PER CITY OF NEWPORT BEACH STD-106-L @CONSTRUCT MODIFIED CURB INLET OL-A PER CITY OF NEWPORT BEACH STANDARD 305-L , DIMENSIONS HEREON, AND DETAIL ON SHEET 6 @INSTALL MAIN LINE VALVE PER CITY OF NEWPORT BEACH STD-50B-L. @INSTALL VALVE BOX AND COVER PER CITY OF NEWPORT BEACH STD-511-L . @CONSTRUCT VALVE ANCHOR PER CITY OF NEWPORT BEACH ·STD-510-L-C. @CONSTRUCT TIE-INS PER CITY OF NEWPORf BEACH STD-509-L . 55 INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A. 1. TITLE SHEET 2. STREET IMPROVEMENT PL sN 3. TYPICAL SECTIONS AND CONSTRUCTION DETAILS 4. CONSTRUCTION DETAILS 5. STORM DRAIN PLAN & PROFILES 6. STORM DRAIN DETAILS 7. DOMESTIC WATER RELOCATION PLAN 8. WATER LINE PROFILES 9. WATER DETAILS NO. 1 10. WATER DETAILS NO. 2 11. TRAFFIC DETOUR PLAN 12. TRAFFIC HANDLING PLAN 13. ELECTRICAL PLAN 14. ELECTRICAL DETAILS 15. SIGNING & STRIPING PLAN 16. IRRIGATION AND PLANTING PLAN 17. IRRIGATION DETAILS 18. PLANTING DETAILS REVIEWED: TSE, RCE 56980 IPAL CIVIL ENGINEER SHEET INDEX , 9. GENERAL PLAN 20. DECK CONTOURS AND GENERAL NOTES 21. CONSTRUCTION STAGING DETAILS 22. FOUNDATION PLAN 23. ABUTMENT LAYOUT 24. ABU TMENT DETAILS NO. 1 25. ,\BUTMENT DETAILS NO. 2 so. PIER LAYOUT 27. PIER DETAILS NO. 1 28. PIER DETAILS NO. 2 29. TYPICAL SECTION 30. DECK REINFOf<CEMENT 31. GIRDER LAYOU T 32. PRECAS T PRESTRESSED GIRDER DETAILS NO. 1 33. PRECAST PRESTRESSED Glf!DER DETAILS NO. 2 34. BARRIER DETAILS NO. 1 35. BARRIER DETAILS NO. 2 36. STRUCTURE APPROACH TYPE EQ (10) 37. MISCELLANEOUS DETAILS 38. PEDESTRIAN RAMP DETAILS NO. 1 39. PEDESTRIAN RAMP DETAILS NO. 2 40. PEDESTRIAN RAMP DE 1,',ILS NO. 3 41. PEDESTRIAN RAMP PLAN AND ELEVATIONS 42. LOG OF TEST BORING'.; 1 OF 4 43. LOG OF TEST BORING, 2 OF 4 44. LOG OF TEST BORINGS 3 OF 4 45. LOG OF TEST BORINGS 4 OF 4 C-6155 PARK AVENGE BRIDGE REPLACEMENT TITLE SHEET •· \.. .. E C 0 .c \ "' " "' E 0 .c 0 J E E 0 m _,.., oi_l' • <D '-N -::::. -0 "' ~ " 0 I >->- I " 0 ,.., 0 ,,., / ,,., N 0 o, "1 ,,., 0 " ./ E C 0 .c "' -0 "' E 0 .c 0 E ./ "' -u .'!!_ 0 ~ a. I ~ "' -" 0 _Q ./ 0 u 0 1------·----~ ·--------------------1 I DA TE:-'/+-/-+// h-'--'/ (e'------1 J CITY OF NE\~v'PORT BEACH ~ PUBLIC WCRK s✓,.,i:::PA~TMENT -------· v--:: V R-6062-S IX) > ~ SHEET 1 OF 45 a. /' u ' ; R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 STREET IMPROVEMENT PLAN 2 Ad d e n d u m A - 1 / 2 6 / 2 0 1 6 A A A 20.00 15.0 0 50.00' vc f-Pl@ 3+42.50 EL=6.30 (/J G1=-0.11% G2=r .43% -X u w 10.0 0 > CD z -~ 9 ~ GRADE LINE 83 I SEE BRIDGE PLANS FOR BRIDGE PROFILE STA_4+04.52 TO STA 5+14.52 \;..,_I __ ___::5::::0.:... 0:::0::...'___::VC::.._ __ __ (l:'. __. (]_ ~ P·l@-5+'72--c50 EL =6-:-40 Gl=-8.35% G2=0.23% ~ GRADE LINE SCALE· VERT.: 1 "=2' HORZ.: 1 "=20' ' CONSTRUCTION NOTES CD PROTECT IN PLACE (AS NOTED). Ci) REMOVE ( AS NOTED) . @REMOVE PAVEMENT SECTION TO LIMITS SHOWN ON PLANS. G) REMOVE CONCRETE CURB 8c GUTTER. @ REMOVE EXISTING SIDEWALK. @ SAWCUT 8c JOIN EXISTING. G)coNSTRUCT 0.5' P.C.C. OVER 10· A.B. SCARIFY AND RECOMPACT 12" OF SUBGRADE AT 95% RELATIVE DENSITY. @CONSTRUCT PEDESTRIAN RAMP PER DETAILS ON SHEET 3, 38, AND 39. @CONSTRUCT STAIRS PER DETAILS ON SHEET 3, 38, AND 39. @CONSTRUCT SIDEWALK PER NEWPORT BEACH STD-180-L. @CONSTRUCT CURB 8c GUTTER, TYPE AB, PER NEWPORT BEACH STD-182-L. @CONSTRUCT MODIFIED CURB 8c GUTTER PER DETAIL ON SHEET 4. @coNSTRUCT METAL RAILING AND HAND RAILING TYPE C PER SPPWC STD PLAN 606-4, AND MODIFIED PER DETAIL ON SHEET 4. @coNSTRUCT WALL-MOUNTED METAL HAND RAILING PER SPPWC STD PLAN 606-4. @CONSTRUCT PEDESTRIAN CURB RAMP PER CALTRANS REVISED STD PLAN RSP ABBA, TYPE "C", AND PER DETAIL ON SHEET 4. @CONSTRUCT SLAB AND LANDING AT PEDESTRIAN RAMP PER NEWPORT BEACH STD-180-L @CONSTRUCT PEDESTRIAN RAMP PER DETAILS ON BRIDGE PLANS /\. @INSTALL DETECTABLE WARNING SURFACE. MINIMUM 3' X WIDTH ~~~---.r--,r-v-v----v-v--v---,~~~~ r r I I I O.Q~l_\-----~-----~----------Tl-----'-----------'-------'-----------,-------:..._------=----------''----------,----------'-------'--------'------~1------'---------'------------1----/\. 1 @CONSTRUCT 8" CURB, TYPE B, PER NEWPORT BEACH STD-182-L. ~.~~~~~~~~~~~ 4+00 5+00 2+00 3+00 6+00 7+00 PEDESTRIAN RAMP (TYP) EXIST LIGHT FIXTURE@ END OF WALL (TYP) - - - - - - - - - - - - - - - -'=d±==d±==i ----------------·= 2+00 w ~ W _r__PARK AVE ~ -Nss·11 ·2s·w • "' (/J 3+00 12 10 6 5 4 f-• ...J (.!) ...J ... <Ill < "' <Xl • O>cn ·O 0 "' r') O'l::::ii: CJ!..-• mwm+v CDCl:'.CDr'lN LANDSCAP 12 f- (.!) r---...J <Ill r---u ·O ,,....,__ r---... .... ;J;~ I PLANTER '"'--"---' PR 1VI E 5' SW 18 5' WIDE - - [_ 4 --LO ~ 13 METAL RAILING ON CONC WALL (TYP) BB----....J 10 5 4+00 .JJ •<-----'-I---! -f6 , ___ _ I ARRIER <D +ooH- I NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. -... N R/W 5 10 (!) _J (!) N ~ <Ill < <Ill LO • I ue;uci ~ CJ'l:::E: C'IN • I &ll~&l.:Ji4~ 11 4 RIDGE PLAN (TYP) (9 r--. ~ <Ill r----U ·O I'--N Cl st • z + ... W r'l N 11 -~ ~ -LO ---LO ...J ...J I < "' < R/Wj w (/J f-(/J -f-~ X (l:'. ...I w ...J <D 3:: <C 3: co .. l: U1>(1) • 0 0 N 0 0~00 zwz+ "' W 0::: W V N 5 C 10 -en I I ' SEE BRIDGE PLANS FOR BRIDGE DESIGN STA 4+04.52 TO STA 5+14.52 i~ 0~ cw 1~ (!) i REFER TO BRIDGE PLANS -<D ~ ~ ~ -<D 0 i~ I I I I I I 0~ I I I I I I I I cw I I z~ ii 5+00 5+00 f-(/J -X w rB N LO ... N LO < f-(/J - (l:'. "'I.;! .. ~ - (/J § (/J ,,j 8 co co~ OJ~OJ+Cl m aJU1N 5 ~ 10 I~ I~ ~"' ' I N'LY R/W I VAR VAR I 23'-24' PARK AVE ~ 60' R/W VAR 23'-24' S'LY R/W I 6'-7' I ===l±c====±h==,--- - - - - - - - - - - ---------------I 6 '-7' SW I SW - 6+00 LANDSCAPED >W AND FENCE 4 ...J r') ...J l0<<D· U> ·O a~ LO er,:::; <D a.>W+N Cl:'. LO N 16 CONC SLAB AND LANDING (TYP) 10 6 5 3" 4 (/J CONC BARRIER PER BRIDGE 6+ 0 ---P-LAN-(T_Y_P_) --I - f- -(l:'. (.!) ...J r---Jd < ~N .. U>Ul ·LO 0 ~N o:::;; or--• Q~~t~ 4 5 6 10 CBcG SW ...I <i! I 7+00 _r___Rf_w~ J -r--- ----1---<D 7+00 -- -r--- -'\_R/W 7 _, w ~ w z 0 ~- ~ I I N'LY R/W I I I I I 13 5' SW @ I I I VAR VAR 0.7% TO 1.1% 0. ---5% TO 0.8% ----1'-'rF:J 1 --------- - - -J--" TYPICAL SECTION A-A 5' 5' IIPEDIIPEDI RAMP RAMP @ @ 14 CJ)--/ I NO SCALE PARK AVE ~ 60' R/W 11 ' I I 1% 11 ' 5' 5' IPEDIIPEDII RAMP RAMP @ @ - 1% TYPICAL SECTION B-B NO SCALE 0 20' 40' 5' SW S'LY R/W I I I I I E C 0 .c co u Q) E 0 .c 0 E E a. <Xl 0 r') ~ 0 "' ,. u ~ 0 I f-(/J I " 0 "' 0 "' / <D ~ 0 "' LO "' 0 ~ E C 0 .c "' u Q) E 0 .c 0 E / (/J ~ r-------------------------~=~~-------..... ------------------------_J=~==~~~~~---------J-~ PREPARED BY: REVIEWED: ~ Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER a. I ~ Q) -"' 0 :3- 0 " 0 t-----------------------------1 I DESIGNED: DRAWN: oo M. GHONIM M. GHONIM > 1-c-H'""Ec""K""'E-"D,""""'=+-D-A T--E"": '"""'""'-'""I DA TE:-------I-SH_E_E_T--□-F---1; --------------------------------------------------------------------------------.L...------------------------L-.:a:S-;..B:,::U;::;R:::,IC:::,KL.. __ 0:,:.:11..1""1w,1~61.... ________ ..1.. ____________________ ..1.. ______ ...Ju Vrawt"113 ill conju~< -1,b •• .;,11i C<.ll 2y ~(JOO f s::c m,)< "" -LR/W .. N V) ' ,_ _J ~<i!3;i. U>(I) ·O 0 "' "' O>::!e 0, ..... vwm+-.r CDO:::Qlf"') N STA 3+17.5®[6 I 1-&I I~-•. u r u ILAi;oscAPED (20 PLANTER TO VIQE 5' SW -18 ~~-~ zwz +10, U > • If) W 0:: W V N §?Ne- § !l! ~ i pARK AVE ~ s,, ~~ i t l~I (TYP)(8X9 \=~ :-1-~LJ -,o 3 7 -+00 I CONC BARR I ER -<0 + _J ,i ':;, l)! ,_ en -X w I I i REI PU 't-----+I --- 0 1 r,,rR~ I I I -? . tt- PER BRIDGE _ PLAN (TYP) - R/W Fj ~) 1wrt"1t \..' dffi1 L5 fy (} EMENT fl<.( ( f.f.( .S ~.{ • _J _Iii: 3: <( 3: I[) • {/) > (/) . If) 0 "' " O'l.:i' o,--. Q) w Q) + ma::: OJ - 0 ID ,- °' -"' I-::,a,. o:: u ·o (!) _J (!) 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N '° <( ,_ Vl I "'"" 3' Ul>Ul ii g'~ ~IID I~ I I . & " ,,J.s1,p""j 5./ot fYP 3X7 1./()0 0 'P S:I: Wl iX 4 ,_ <!) _J " _J .:d<C~N- Allt y af PfU 4 '-VI ({l'Oi) $11) 113-L 1yP' l) -~ _J (!)_Jr") U>(I) ·O , od<C(O-0 ..... 1,() U> • 0 O::EOr--· .-I,() ZWZ+N ~~!~ woc:w,o½ --,-~-~R/W gf CONC BARRIER A 6+00.59 ---tz.t~ " "' N PER BRIDGE 6+00 _,,, ---P~LAN(TYP) lir 7'T 1----<D ~ <!) _J ,--· I-Jd<(~N a:: U>(f} • -' m o .- 11· ~ --T,"""4-tc.lknv ;.. J--1'/p-:-'p(_ c,ty ,& ~ R/W Alic'{ ofP'°o.c.~ BXS) (TYP4 <C r--• o :::i: o "I . Z>•I.(') ZWZ+N -O.-N WO:::WION S-rtl. 1q3-L f~p,i) ,yioD (!) :::i: (0 • WW+ N (D 0::: l[) N r~a wcl ( ryP· 4 4 S-irl I b2 -L T-ff' i r"\OD 5 6) 1 l'-i... Dri'l\.woy Al/ d,"tn~r!!JI"!. fo ba op11rovJ ,;, ,A~ hel/ by H!~Q/IJ1~e.tl' ~J{', ., C,-IY(l MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 3 CONSTRUCTION DETAILS NO. 1 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL, N89° 11 '28"W 8.32 FS 8.48 FS 8.38 FS 8.42 FS 8.47 FS Sta 3+54.02, 12.17' LT 8.48 FS 8.53 FS 3+50 ' 8.55 FS 8.50 FS 8.49 FS Sta 3+54.02, 12.17' RT --1 8.39 FS 8.49 FS 8.33 FS ---0-- 0) 9.88 FS 5' WIDE 181--~ 6. 7" RISERS 9 1--~ 6.23 FS 6.28FS- 6.24 FS 6.34 FS 11.34 FS 9.93 FS I 7.0' J I ---0-- ~ ~ 1~ i----+---i 5' 11.29 FS 9.88 FS 11.28 FS 9.93 FS Sta 3+84.02, 11.23 FS 12.17' LT Sta 4+05.52, ~ 12.17' LT PARKAVE 4+po 9.95 FS 11.23 FS Sta 3+84.02, Sta 4+05.52, 12.17' RT 12.17' RT 9.90 FS 11.28 FS 11.29FS 5' ---0-----0-- .o· I C) ·' i I'--------'----- ----118 5 ' WIDE 11.27FS ----19 6.1" RISERS 6.54 FS o.5!r F S 6.55 FS 6.65 FS 9.94 FS 9.89 FS -------o --· ·---- ----0--- 11.22FS 11.21 FS 9.89 FS 11.16 FS 9.94 FS Sta 5+15.02, ~ Sta 5+34.02, ~ 12. 17' LT 12. 17' LT 11.16 FS 10.01 FS Sta 5+15.02, ~ Sta 5+34.02, 12.17' RT 12.17" RT 11.21 FS 9.96 FS 11.22FS . l() 0 5' rR/W--- -~--8.36 FS 8.52 FS 8.42 FS f==================== ---0-----0 0) 8.52 FS Sta 5+65.02, 12.17' LT SEE "PEDESTRIAN RAMP 8.53 FS DETAILS NO. 1" SHEET FOR CURVED CONCRETE 8.58 FS BARRIER (TYP). 5+50 ' 8.75 FS 8.70 FS 8.69 FS Sta 5+65.02, 12.17' RT 0 0) 6' ----0-- ?:? ~"',: C ----jl....!0;1:=::::::;-;L_·-==·~~:j)2;::<1;§'~ j 9.90 FS 9.95 FS 6.45 FS 6.38 FS 6.37 FS 11.34FS 6.32 FS 6 .6" RISERS 9 1--~ 5' WIDE 181--~ 11.27 FS 6.66 FS 6.68 FS 6.63 FS ~---19 6" RISERS 9.96 FS 8.59 FS 8.69 FS 8.53 FS E C 0 .c I I ~---118 5 ' W IDE "' " Q) ' ' PEDESTRIAN RAMPS DETAIL SCALE: 1 "=5 ' ----113 RISER HEIGHT-=='-------' VARIES PER ------++--'-;-;-.----__... STAIRCASE LOCATION 8.25' 0 "' " ' 5' ---- CONSTRUCTION NOTES E 0 .c 0 E E 0 a, 0 N ~ 0 "' 3: " c-i 0 I >-(/) I " 0 "' 0 "' / <D ~ STAIRS & RAMP DETAIL (DcoNSTRUCT 0.5' P.C.C. OVER 10" A.B. SCARIFY AND RECOMPACT 12" OF SUBGRADE AT 95% RELATIVE DENSITY. ® CONSTRUCT STA I RS PER DETAILS ON SHEET 3, 38, AND 39 . @coNSTRUCT METAL RAILING AND HAND RAILING TYPE C PER SPPWC STD PLAN 606-4, AND MODIFIED PER DETAIL ON SHEET 4. 0 Ol l() "' 0 NO SCALE @CONSTRUCT WALL-MOUNTED METAL HAND RAILING PER SPPWC STD PLAN 606-4. ~ E C 0 .c "' " Q) E 0 .c 0 E / (/J ~ u .!!!, ------------------------------------------------------------------------0 PREPARED BY: REVIEWED: ~ Michael Baker TEVEN INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER n_ I ~ Q) -"' 0 :3- 0 u 0 -----------------------------11 DESIGNED: DRAWN: oo M. GHONIM M. GHONIM > '"c-H"""E""'cK""E..aD:""""-=t-D-AT ... E"': a...;,;"""'""I DATE:_______ 1--S-HE_E_T ___ □F---1; S. BURICK 01 11 16 •• .,_ ______________________________________________________________________________ ,._ _______________________ _,_ ____ .._ __ ._. __________ _.,_ ____________________ _.,_ ______ __.u ·- ' I P!U:PAREOSY: " ME!'MEOSY: • '( I .t ' .--------------..J•s, I '--:I:, ..,,, ' ' ' '~ ··-,_ -----------7~ I ' I D.lNlEl G. GAAclO. P LS. 9011! [XP.DATE:9--lD-2017 ' e □ 0>.~EL G. GAACu\ P.L.S.103& EXP.DATE:-2017 ' REFER TO BRIDGE PLANS -"" • ·"" • ·'"' • hSIS or 8[ARINGS: ' _.,., • ' ,-------1 • I ... 1! ' , , C ' I , ·"" • PREPARED roR, N ' ' .! ., PREPARED fOR: REFER TO BRIDGE PLANS ·"" • _J ~ <( >-z <( <( s 0 Cl'.'. ow z I- c2 ~ C) ~ J.S. lvlEEK S AVE BRIDGE PARK TOPO 07-26-2017 B-;;i.-17 I G ' I t " ' • J.S. MEEKS PARK TOPO AVE BRIDGE 07-26-2017 _,,._, • "'· ·"" • BY: ~ ,, ' ' ' ' ' ''" ,- ' ' ' .... _...,,_,. j\..~""' ' ' __ .J.,·, - "'· BY: I L R[VI ION \ REVI ION I , I • I ---·-··c•-,c--------1 .o ' CHECKED BY: .. " ' SURVEY CREW: OAT[ or SURV[Y, ' ' Pl.OT: "' ' SCALE: SHE T " ' CHECKED 9Y: DRAWN BY: RV Y R DATE or SUR'IEY: OAT[ or PLOT: OORO NUE FILE· SCALE: SHEET l " " ' 0, 26 2017 • ' 20\7 ............ ' . " fEH ' . SHEETS ' I I R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 005'10' PEDESTRIAN CURB RAMP CONSTRUCTION DETAILS NO. 2 4 SECTION C-C TYPICAL ALUMINUM POST EMBEDDED CONCRETE WALL STEM TYPICAL HANDRAIL MOUNTING CONNECTION DETAILS WALL BRACKET WALL MOUNT SECTION B-B Ad d e n d u m A - 1 / 2 6 / 2 0 1 6 A A A A 1' - 4 " __ _ _ CONSTRUCTION NOTES @CONSTRUCT MODIFIED CURB & GUTTER PER DETAIL ON SHEET 4. @CONSTRUCT METAL RAILING AND HAND RAILING TYPE C PER SPPWC STD PLAN 606-4, AND MODIFIED PER DETAIL ON SHEET 4. @CONSTRUCT PEDESTRIAN CURB RAMP PER CALTRANS REVISED STD PLAN RSP ABBA, TYPE "C", AND PER DETAIL ON SHEET 4. 11 11 11 11 < ~ B V 11 er- 11 11 A IX) FLOW LINE ' N > < - ? 1. 75' I ' 3.5' @2TYPE "C" P.C.C. CURB AND GUTTER (MOD) NO SCALE 11 11 2" EXTRA ' STRONG N PIPE ' st <O I') ' st ' <O B ~-\_;ETAINING WALL (SEE BRIDGE PLANS) A 1-1/2" 1-1/2" HANDRAIL (TYP) ' st ' <O 2" STD PIPE f1-i'\METAL HAND RAILINGS 0TYPE "C" DETAIL (MOD) SECTION A-A NO SCALE NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. ' <O I " I') >-::::;z ' :::Ju.J 0 ::::; :::; I -o " z u.J N -a:i "'a CONCRETE WALL STEM D:'. ...J u ' N NO SCALE ~ POST L 2"~ FE~ SPACED@ 4'-0" OC (MAX) SLOPE WALL TOP AWAY FROM POST (TYP). 3" DIA PVC SLEEVE FILLED WITH NON-SHRINK GROUT L NOT TO SCALE CONCRETE WALL STEM WALL LONG. REI NF. (TYP) SLEEVE W/NON-SHRINK GROUT ALUMINUM ENCE POST NOT TO SCALE ©-----c:::::3.....,.........--.--.--.--.--+------ NOT TO SCALE Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 -MBAKERINTL.COM 1½" 1½"0 STD PIPE (3) COUNTERSUNK HANDRAIL (TYP) HOLES (TYP) c:l ~ '• X (f) ' <C C!l :::;; z D WALL BRACKET . 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"! t,._,; -,, 00 T YPE W I ,.__~.:,.su~~ G~-rc @ INST ALL -1'2"-HBEFtE~ TE€HN€1L-OGTEs-eHEet<MATE I NL--tNPCHEet<-V'.'-1':VE-PER MANUFACTURER 'S INSTRUCT IONS @) REMOVE EXISTING RIP RAP PAD . @) INST AL L 6" PVC PI PE , BEDDING PER C !TY OF NEWPORT BEACH STD-106-L @CONSTRUCT MODIFIED CURB INLET OL-A PER CI TY OF NEWPORT BEACH STANDARD 305-L, DIMENSIONS HEREON, AND DETAIL ON SHEET 6 21 N<1 1 2 3 4 5 6 7 8 I 12"RCP 24 LINE/CURV E DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT N 88'18'54" w --7 .30' -- N 89'28'37" E --55.08' -- N 88°27'58" w --7 .07' -- N 87'39'38" W --55. 10' -- N 88'01 '18" W --7.32' -- N 89'16'56" E --58 .25' -- N 89°37'50" w --6.98 ' -- N 87°56'24" w --59. 9 1' -- 23 10+62 .2 CB-4 34 ---·--------- 0 " 10+00 = 5+06 . 89 27.00 ' Rt ------------W = 3.5' 10+59. 70 = 5+6S:-7'7------------ 28 31 EXISTING SEAWALL MH-4 10+07 .32 27 29 6.45 RIM I -1---· __ 25_._7~------------·----------'-\---~-. @ f ! 12"RCP 24 10 5 0 10 20 ~I -~f-----1'---_I SCALE: 1"=10' 30 I C-6155 Michael Baker INTERNATIONAL PREPARED BY: APPROVAL RECOMMENDED: REVIEWED: 1.,oFESSJ~ ~/J- PARK AVENUE BRIDGE REPLACEMENT W:~111. $ STORM DRAIN PLAN & PROFILES f.; ">" (0 ... i: ~Ii BRADLEY M. LOSEY MIKE PISANI FONG TSE, RCE 56980 No. C65140 RCE 65140 MUNICIPAL OPERATIONS DEPARTMENT PRINCIPAL CIVIL ENGINEER 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM . 09-30-15 CfVI\.. ~ DESIGNED: DR AWN : CITY OF NEWPORT BEACH R-6062-S ss SS NZ OF cA\.tl° CHECKED: DATE: DATE: DATE: or 45 BL 01 11 16 PUBLI C WORKS DEPARTMENT SHEET 5 E C 0 .c °" "O • E 0 .c 0 E E 0 0 N I "' '--N '---0 "' • "O n 0 0 0 U) I r-- 0 n 0 n ::--N "' m "' "' n 0 "O / E C 0 .c °' "O V E 0 .c 0 E / a ~ u ·" 0 ~ 0. I ~ V ~ 0 .D / 0 u 0 I "' > • 0. / 0 l ,- 1· .- I. I i I I· t ·'· r· I I. ,,_ I' . f · .. ... /., I l ' I I I' [. . , ' ' I f ' I ►~M ,. \ " , f-'. r &>90 j 1 9,61 Lf &>90 • •• m-, ,--;---sy • THEtOlffl\lCTDlltH,OU Yl:AIF'Y.W. _,,.ou..o,e,mo"""..._' ll!«lllflllEflloGCMlFAMlt.OnlC ~~- ~ GATE CCNrn11.Cr 46.l!7 Lf ~- L E CINmll.C1 46 . J \ U" 12 INCH RCP 0-2000) ,. & ., r,,,,fe~,i;t,; ,f,;\....__.--iv-.,_ ill • -10 --0 OCISTIIC SE»AU. 10- & -1 V . 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SU: DETAIL 51€tT & @!161At.L 6" PVC PIPE. !!EIOJt.& POI CITY fT IOPCJil 11EA01 STP-10.·L @a,,sllll.(;T IIOO!FIED Cl.Ml 1/f.V ll.·l f'Elt CITY OF '4:'ll'a'IT 11£;,Qi SlO,OW:, 305-L. OIIO<SIOl,S IO£a,I. Wl OCTAIL C>1 =" ' ' ' Llt£/a..RVE OATA TABLE ~IM;/OEI..TA .,,,~ = ' ~~ • ,.~ ' 11 1J ' "· ' ., ~ • ". ' • ' • ,. ,n 0. ,n, • " K87455!"1 <7.85 ,_, CC06 Sheet 4 of 4 "' ai.OETAILS 3-tIT PARKAVENU ' :.-..:i:::."" ,., - • ,..._ l 10,.00 • 4•11.'Jl ,.,,27,Jl 1!t • 0 ...I Z<( ffi ~ PLAN B. lOSEY ~----'-~--~ Michael Baker INTERNATIONAi. 14'?'1_,P......,,....,._c,,!IM1I -..,1><t1•~1 _,.,,mco.. ' j ~ " ' 0 " ro I C-6155 i PARK AVENUE BRIDGE REPLACEMENT ·~ i:::'"!~~~f!~:~,a~=::==,fl::,--•-~~~~-.---J-_,-K,,~'-M•~•-,-~-; __ ~S--TO_R_M_D 0 AA~ 0 1N_P_~_N_&_P_R_O_Frl-L 0 E 0 S==~~i.; D<llCHt!I: Dll>VI: CITY OF NEWPORT BEACH R-6062-S 9l OAT£: ~ , 6 OAT£· ______ I OAtt; PUBLIC WORKS DEPARTMENT 'Ktt 5 or 45 _§ 0 PRCl'All[O BY: Al>PRO'/Al.~ MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING CURB INLET TYPE OL-A MODIFIED CATCH BASIN WIDTH PIPE PENETRATION THROUGH EXISTING SEAWALL STORM DRAIN DETAILS 6 NOTE: TliE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. r LTOP OF EXISTING SEAIJALL J 16'± DIAMETER CORE I THROUGH EXISTING S~AIJALL GROUT ANNULAR SPACE 12· RCP I 14'± EXTERIOR DIAMEjTER 7 N,T,S, Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM No. C65140 . 09-30-15 CIVI~~ OF CAL PREPARED BY: BRADLEY M. LOSEY RCE 65140 1-----------1 DESIGNED: DRAWN: 114' RAO. TYP. OPTIONAL J[]JNT END WALL RfiNF. # 4 f! 12' [. It/, C/JI/B _ _j_!---lfl\_4• R <TYPICAL) CUI/VAT/JI/£ OF THE SllJEWALLS AT GUTTER fJPENING SHALL BE FilRM[D BY CURVED FO/?MS HALF PLAN s. rw IRlLAl ABUU I A-A STD, FRAME: & CilVER SEE N/JT[ 6, STJJ.-3[]4-L #4 I! 12' INLU ANO OUTLU PIPES MAY BE PLACED IN ANY P[]SITiilN AROUND THE WALLS 2-#4 f! 3' B[]TH SIDES A ~ H 3-#4 f! 3' 8' OR LESS 8'-1' TD 12' 8' ill? LESS FACE PLAT[ ASSEMBLY SEE STJJ.-316-L L t :I'6' to 21'-0" 8' :I'6' to 21'-0" J[J' 21'-1' DR GREATER 1[]' h~~===~r:.~~i_f-: ~"" d/-,,.,,f/.-r-1-C.::C:::UR::;1! FAff PLUS 2' --'--LOCAL DEPRESSION SEE STJJ.-3[]4-L #4 VERT, f! 12' -i-= #4 1/[JRIZ. I! 12' <TYPJ OPTWNAL CilLD JOINT 2'CLR Xl2L #4 I! 12' _jX #4 @ 12' 't"t----:><-+-L #4 HORIZ. I! 12' ltf--++-_j__ [7Xli! #4 I! 12' JI( :::::':::::':__lt + 1-112· #4 I! 12' I t I s·-o· I t I SECTION A-A TYPICAL TOP R[[NFaRffl/[NT PUBLIC vl □RKS DEPARTMENT CURB TYP£ INL£T OL-A APPROVAL RECOMMENDED: MIKE PISANI MUNICIPAL OPERATIONS DEPARTMENT REVIEWED: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER NOTES: 1. Fill? GENERAL N[]TES AND LOCAL OEPRESSWN SEE STJJ.-304-L. 2, FOR H GREATER THAN 8' AND L GREA ffR THAN 21'-1' SPECIAL DESIGN R[l}UJRED, 3. ~DELETE WHEN H JS LESS THAN 8' REFS, STDS, 300-L; 3()4-L; 316-L AND 4[14-L. APPROVED, REV, 9/93 DIRECTOR OF PUBLIC WORKS R.C.£. Nil. 12806 22 Sep 1993 N,T.S, DRAWN H. GRACIA STD-305-L SS SS NZ 1-C_H_E_C-KE-D-,--'~-D-A-TE-,-=~ DATE:--------DATE: _______ _ BL 01 11 16 E C 0 _,:: o> "O (I) E 0 _,:: 0 E E 0 0 N <O .:::::_ N .:::::_ ~ 0 o> ;: "O "' 0 0 0 Cf) I r--0 "' 0 "' / N <O O> CX) U') "' 0 "O / E C 0 _,:: o> "O (I) E 0 _,:: 0 E / rn ~ () (I) ·-0 L Q_ I L (I) _,, 0 .0 / 0 () 0 .l CX) > ;: Q_ SHEET OF / u -T>C<CllfflllrnlO SHALi. """'" .,_, «JO<IIIOWNOFIELD-1 l(f .. 0 ........ 0IFAMll;ATINII -•• TUIAl. rr= I I I I I I I I I I I I I PRCS';I..R!:CA.fE SU ,._,TES 16. 17, t 18 ™""' .. i\i!il.Jt .... .ti MANHOLE NO. 2 PLAN, SECTION, AND DUA!L ...,res (o:Nll"-£lll, "-1.S. 14 WH<J..£ f1Wj( .,., ~ SIW..l. i:£ l CH:; i:CA01 HD< 1IR(S WH<J..£ R!I,& Ulll X1CI »(I WH<J..£ aMR U!I• X1C1. 1~. 51.4',t: 12-l!Ol OIMt!UI ~!Nl HfTC 1W....:t...E 1•-z• /Kl CDISnu=T YERTICAl. r..cr. TO ICU!T PRSSUl:E GO.TE. 1~. INSTALL 12-1'01 fl£5NJ VAi.YE t ClSTI~. INC, SOIIE:S 4200 l'llrSSU'IE GO,l( IIOO.. tUBER f042-12021U:, 17. PRES.':'lRE GATE !JW.L ALSO II(; A. o:iAt. UR EPOl(J ca,.rm 8. l'RCN"lCUI 11TH -.izE SO.Tl!,& si.w..cv; C. 10.H1U1 l !l\l SUU( . .ESS 5= 11Wo1E .,., fASTIKRS 18. PR!CR TO lHS'T>L.1.!111CN CF P!OS.l'IE GO.TE , GREA5£ SEATINl r.<CES Lll!ERAL.l.Y lllli 00W< PACESETTEII ~z GR(AS(, OR N'l'l'ICMD EOJAL. lit! CCU L. -I '1£V.SCO 8Y I I I + I I r CC06 Sheet 3 of 4 LTOf' IF £)(!STl"6 stAWALL I I J w~ 01A1C1U1 a:llE I TlflOnt EX!STIN:l sd.1,u_ GROJT MH.UR !PACE Q,·"··I I 7 PIPE PENETRATION THROUGH EXISTING SEAWALL N.T,S. Michael Baker INTERNATIONAL O,fl5_,P ... -,, ...... ,C,.ffl11 """"' ~•im= """"""'m'""' HALF PLAN sccrmri A-A CURB TYP£ INL£T OL-A -''"' .... .. IOl/l, .... fr,a", IF• /l{J/[S, L<T1l<ZIO<L l<lr.f ..... l,X:,,:. l!N!WIJ< j!T Illl-i><-<. i!.FTIIH'-•>t> ,,.._r#QL ~,.. """11·•r· P'£<IAl ,nu or,wu l•l(Ulf,,C~-/$(f$S,_r W>. ml!. lllH1 ZN1 :OH ,iQ <O•"L "'= JJ>.tHJI" A.ii.It \r.J,lij =•-'2"""'" "" CURB INLET TYPE OL-A MODIFIED CATCH BASIN WIDTH i i ! ' ! j " I l C-6155 1. Pftl;PI.R£D BY· Al'Pi!OVAl R[CC~DED: REl'.!'ll[D. 1• J?A> _ PARK AVENUE BRIDGE REPLACEMENT ~ 'tfZ,-STORM DRAIN DETAILS j. l--.,.,,=aisc,o,""'=~-1---,.,.,.==", --1-,,•~="'=·••"o~~••~-, '------------------~~~=~=--1-l, 1.~~;~::a,•;,,••=~--r•-"Al CIPD!~llllfS 00'.tJHIIEIH P~JICll'l\. OW. [OO>l!:Elt r DE~ ss !111•1111• ss CITY OF NEWPORT BEACH l-'R~-~6~0_62_-~Sc--<j MOtm O ~• O, D,1[, _______ , PUBLIC WORKS DEPARTMENT 9t0:T 6 or 45 ;:, L_ _______________ _j__,_ ________ _J_ __ _,_ __ _,___i ___________ ---'-------"'c_-""'"-----c_----'--------''--'----'----'--"'----'-=--'=----"--='-.Ja R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 No. 73819Exp. ________ CONSULTING DOMESTIC WATER RELOCATION PLAN 7 CONSTRUCTION SEQUENCE: 1. 2. 3. 4. 5. 6. 7. INSTALL FITTINGS (CROSS AND TEE) AND VALVES ON NORTH SIDE OF PARK AVENUE: 8” CROSS AT STA. 40+00.00 AND 8” TEE AT 43+07.20. CLOSE VALVES ON SOUTH SIDE OF FITTINGS. INSTALL FIRE HYDRANT AT STA 40+00.00. REMOVE INTERFERRING PORTIONS OF EXISTING PIPE AS NEEDED. INSTALL TEMPORARY 8” PVC CANAL CROSSING. CUT AND CAP EXISTING WATERLINES AT LOCATIONS LABELED “FUTURE CAP” (6 TOTAL). PRIOR TO CUT AND CAP, CONTRACTOR TO CONFIRM CITY HAS INSTALLED WATERLINE CONNECTON (BY OTHERS) AT BALBOA AVE. AND ABALONE AVE. TIE-IN TO EXISTING WATERLINES ON NORTH SIDE OF PARK AVE. AT 2 LOCATIONS ( STAS. 20+34.46 AND 30+37.75 . ) 8. INSTALL WATERLINES ACROSS PARK AVENUE ON EAST AND WEST SIDE OF GRAND CANAL. TIE-IN TO EXISTING WATERLINES AT 4 LOCATIONS (STAS. 2+89.73, 19+79.60, 29+64.07, AND 29+74.04). INSTALL FINAL 8” PVC CANAL CROSSING ALONG PARK AVENUE. INSTALL FLEX TENDS AND AIR VAC PER PLANS. REMOVE TEMPORARY 8” WATERLINE. REMOVE VALVES ALONG TEMPORARY WATERLINE AND INSTALL BLIND FLANGES (2 LOCATIONS). ABANDON EXISTING FIRE HYDRANT ON WEST SIDE OF CANAL AT SOUTHEAST INTERSECTON OF PARK AVENUE AND ALLEY. 0 C: NOTE: I I~ I THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. : : w Ll I I ~I :f 0 lli 0 I ,k :r: ' -~ / :20+34.46 REMOVE FUTURE CAP 4" DI (ACP X PVC) TRANSITION COUPLING ~ X4 U I M.J , " " • '< DETAIL/ 2 ' ,9 40+00.00= ---j I . II r:::7 I I I I , 8" DW PROFILE 1 I I 1 I 1 l \ 8 I ' / - ,n . N 8" FORCE BALANCED FLEX-TEND 8" RESTRAINED FLG CPLG ADAPTER (2)---, 1 I I 1 ,~ \ ~, I I \._ -I I I ;::-J I 11 'I I II I I I I I I I II I I I I II I I I I I I II I g I k c u ~ I ~1------------------------------'-----1----,jj----i!L. I C 0 : 0 w ~ EX 6" W AC -----+-->CD--sw 30+37. 75 ll REMOVE FUTURE CAP _I\ L <::TIT <::TIT <:TIT ~ G -G G .:---....,_ ---w ------w ----,----------, E ----.:_:-:ii,~ ~X 8" CI~~ : -.........: TV T N t;:; T E 8" PVC /c900 "''\. I , <.:> ;;:: . ,.,-4 :J(}t-Ll -\. ,---, '\ TV _ flA<-!"VC C91' Q I v ..----9 -----r------~=,. 2a+14.o4 <Rt-5•, 1 \ 1 -R~MOVE FUTUR&._ CA~ : \ EX 8"W --p )--+---++-SD----SD----IH, ~ --~ .::::.::::----__ ----__ --=._~o~QI-(-ACP X-PVCJ ,_ -----~C---,·-• '. --1-----------HI--------------' ----cRAN~-I+I o·' '\: ,,, -I " ' --s;;, I ' . ,.,-COUPLING I-/I I l /\ • J s"'-' 29+74. 04 1 • ' ----- ------+------------ -------------- ------+---------- ---------------------------- -------------- -------------- -----_I ~'c~===~s~·-~u~~~======~~~L~T ___ -~~~~~~~--------~~ I \ c ~----------------- ------;:;"x8-" E)-J----Ft&!-0----l'E;:: , 1F" >---------------------------------8" FE X MJ ----RWGV ( 2) i , , ::s;; rl-+---:----- I I I I I "' -i " I = I 11 I I :n I I I I \1" COMB AIR VALVE ASSY BRIDGE STA 4+58.00 SEE SHEET 10 PARK AVE. BRIDGE REPLACEMENT ~FINAL 8" PVC BUTT-FUSED C----90O DR----14 8" FORCE BALANCED FLEX-TEND 8" RESTRAINED FLG CPLG ADAPTER (2) ID I (_') z -I ~ a 11 u ~- I _J u, w w 1-(() (fl N •Z 01-~ (_') ~1i1~ I I I ! I ~ ...I 1,c( I I~ I IWI I I~ I [ti I I I I I (_') z -(fl <( u _J w 0 W ~ tn (J) N 0 + z L!) w FE X MJ ADAPTER ( 1) \ ~· ~/ I 8"0!22.5° ~_//· ;1 MJ ELBOW ' k'I / / 8"X6" DI ~ ----~,.., MJ REDUCER I 1 7 ;;:: I 29+64.07 "1/1 REMOVE FUTURE CAP ~ ~ 6" DI ( ACP X PVC) ' , EX 5 "W AC TRANSITION COUPLING I I 1/ 3 ', DETAIL 1-------------------------------1., 9 ✓~----------! ' ' -'-' 10 5 0 10 20 30 '---I ~r--------1 __ 1-----,1 SCALE: 1"=10' I~ I '-' 0 --Cl. I□~ I I ~ I E C 0 .c "' cl " E 0 .c 0 E E 0 -"1 N "' ;: cl ,...: 0 I "' 0 I r--O "1 0 "1 / r--"1 0 0) LO "1 0 ;?, E C 0 .c "' cl " E 0 .c 0 > en ~ " " -----------------------.--PR-E-PA-R-ED-BY-,------A-PP_R_OV_A_L_R-EC_O_M-ME_N_D-ED-:-...-R-E-VIE_WE_D,------..---------------------------·e "r Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM BRYAN S. KALLENBAUGH RCE 73819 DESIGNED: DRAWN: MIKE PISANI MUNICIPAL OPERATIONS DEPARTMENT FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER ~ " .,, 0 :3- 0 " 0 ___________________________ , ~ _______ B-tK ,__ _____ DT-1 1--------+ ;: CHECKED: DATE: DATE: _______ DATE:_______ ;), MM 01 11 16 SHEET OF .. ~----------------------------------------------------------------------------------------~------~~------------------~-------------------~------~u e· 01 ...!E,_-'>§J £> • SERVI< PROTtCT IN ~- e:, $". 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" . -,e 01-l'l.o o m -1 -e· ~, MJ-micv u fl:>W'-'""TEl'(I) e· 01 ,. ., ·r L 4JU4J DOMESTIC WATER RELOCATION PlAN ..:tliiii rWl!tl'cl!hilf .. ,, ... _,,., .. .., """'"-0""""""' l f,;,~~~,~a,,."-s•~• .,... ,,,._ C!TY OF NE'M'OOT BEACH R-6062.•S "" •• t1 PUBUC WORKS DEPNITMEN'l" ...rr 7 or 45 ~ R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 No. 73819Exp. ________ CONSULTING 8" DW PROFILE 8" DW PROFILE 8" DW PROFILE WATER LINE PROFILES 8 8" PVC C9OO DR-14 RESTRAIN ALL JOINTS 8" PVC BUTT-FUSED C-9OO DR-14 8" PVC C9OO DR-14 RESTRAIN ALL JOINTS 15' 10' VJ VJ 0 cc: u 0 (!) II <O _J Ol "¢ Li... 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'Sj-_J ·> II <O u IXJ 'Sj-w r--. w w l- .. o (!) _J Li... 0 [ x ~ x ~ x {FINISHED GRADE EX FINISHED GRADE -~ • _J ·Ol w If": WLOWLOW OVER CL OF PIPE • I-(0 I-IXJ w (0 X 1'00> I I I ~ OVER a_ OF PIPE~ 0 I I I I I I Ol + -~· --L() , -----•· TEND__J-----1 I FLEX 11 1 "-"-S-0.0632 11 ....._ I I I (!) ----z:. 11 I -t:!) VJ z 3: 'Sj-IXJ . IL J < -3: ~ VJ 0 l'0 0 Ol IXJ z u 'Sj-(Il . 0 . -cc: u < r--w :::;: w u v _J r--IXJ_j 'Sj-0 N _J •W II • II > u ABUT 4 I-~ l'0 ·W II IXJ . 0 0 _J L() OVJ v L() I-l"l• > (0 > l'0 u 0 . + L() z l"l• > + z PIER 3 .z IXJ • VJ + L() z Ol LO v -L() 'Sj-L() -LO-II -N 0 ~(!) > +w z + z L() [Il -L() w 5+00 5+50 1 r--<D N WU U r--0 f+-. . =iw-w1-+-----t---'--,lrn----f±r-----t---+-+------1 ,,,...> cp-..--W_J _j .....,.:5C_CO ti::,----+-----+------< CXJ 1-CXJ 9 o, 1-w -w · N t:!J c,f v, >------+------+----+-=~1----'~I ± ~ ± 1-------1---~ . .-+-+-----+-Ng>I Q _gj ~ _gJ QQ_Q ~ Q _g,..,11~-<0-~>-+--..-+----+------t f--GGNNE::G= --W/~ ~----+~~-1 +1F----=.J-+----+--+--f+----e->-,-+:2 -+--.;;~-o ---l GNNE::Gr-W/ 1-+-:J:R-AN&I.:: 1-GN co'·~.s...i " --_ EX GRADE OVER • liJ -':_ ·~-~R-AN&I-1-1-GN-10 ~GGl:.IPi=-1-~ ~ 3 w ~_1-__ ~ GGl:.IPi=-I-NG- :H. CL OF PIP~ "-o • 1-----+--+-+--<N"),· CXJ S=-0 16559---,+:-,---l -+----I----'*' ,. ' -'.' L----L-1=:t==:j_=_____,=='--b=~JI I "";:.;i::::=-1-===l==l--t------l r-S=0-:-cl+0l;.,1--1---+----111-6--E 1&--S=-0 •• 003,.Ao ---+---1-,_S=D__1t68_ '161-.,._-+"'=-S-17'-0-.-0-04-3-+-+-----l I ;l!!I --...._ :::; ,e-6081-11,,,--1-i-::7=-t=== _ ::J / :;;;;.__:::-'+:, ==l==~t:::::=~.=:::p-;l;;;,, .--I I ' , ............ I >-I \. / / \ -1----/,f---_,,,,-/'----tl-----+-\----t \---~-H-----+-----,-1----1-~'>.-\ "--'\ -'-.. IXJ " -1 H-1 __ __[_ __ ___j_ __ __1 ___ L__ __ +1 __ ___j_ __ __j ___ L__ __ ..L.._ __ -+1-..-10 29+50 30+00 30+50 PREPARED BY: dJ~ BRYAN S. KALLENBAUGH RCE 73819 DESIGNED: DRAWN: BK DT CHECKED: DATE: MM 01 11 16 SCALE: 1"=10' HORIZ 1"=5' VERT ([) APPROVAL RECOMMENDED: REVIEWED: MIKE PISANI FONG TSE, RCE 56980 MUNICIPAL OPERATIONS DEPARTMENT PRINCIPAL CIVIL ENGINEER DATE: DATE: VJ 0 0 + X 0 + X + X (0 w (0 w (0 w ~ ~ S 0.0214 0 w ;;::: z IXJO 0 •• WO OIXJ CIJZ ~ < +x 0 [Il <OW I-< 6+00 X w --- --9 VJ L() VJ IXJ IXJ 0 + X (0 w ~+ +o,~ <ON - IXJ r-- l'0 ~ + (0 IXJ f- 0 Ol ~ II > z - SHEET 15' 10' 0' -f!,' ..10· E C: 0 ..c: "' "Cl Q) E 0 ..c: 0 E E 0 N N <D ~ ....._ N ~ ....._ ~ 0 "' ;, "Cl cxi 0 I "' 0 I " 0 "1 0 "1 / " "1 0 0) LO "1 0 "Cl ./ E C: 0 ..c: "' "Cl Q) E 0 ..c: 0 E ./ "' ~ " Q) -~ 0 L Q. I L Q) .,, 0 .0 ./ 0 " 0 I ro > ;, Q. OF ./ u R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 No. 73819Exp. ________ CONSULTING PIPING DETAIL PIPING DETAIL PIPING DETAILPIPING DETAIL PIPING DETAIL CONSTRUCTION NOTES WATER DETAILS NO. 1 9 NOTE: EX 8"W AC N89 • 09 ' 15 "W 6.30' 55 2+96.03 8" DI 45° MJ ELBOW 2+89.73 REMOVE FUTURE CAP 53 8" DI (ACP X PVC) TRANSITION COUPLING 8" PVC C900 DR-14 N00°48'32"E 25.32' 3+07.49= """'18\ 19+99.46 ~@,, 52 55''""8-,.-D'--'I--'-F-'-LG-, D-C-RO_S_S __ 8" FLG'D X MJ RWGV (3) FE X MJ ADAPTER (1) 55 3+03.02 8 DI 45 MJ ELBOW N89°11'28"W 4.47' "PVC C900 DR-14 N45°48'32"E 6.99' EX 8" WAC, REMOVE INTERFERING PORTIONS AS NEEDED N00°48'32"E 28.86'-- 8" PVC C900 DR-14 SCALE: 1/2"=1 '-0" EB @ INSTALL MAIN LINE VALVE PER CITY OF NEWPORT BEACH STD-508-L @ INSTALL VALVE BOX AND COVER PER CITY OF NEWPORT BEACH STD-511-L @ CONSTRUCT VALVE ANCHOR PER CITY OF NEWPORT BEACH STD-510-L-C @) CONSTRUCT TIE-INS PER CITY OF NEWPORT BEACH STD-509-L @ INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 2 1 0 I'------'~ N89° 11 '28"W 306.29' PVC BUTT-FUSED C-900 DR-14 8"X6 11 .,.-----,Mc-Jc--=RE=D::--:-Uc-::C=E=-R---\55 -~19~+~7~9~·=60~-----<53 REMOVE FUTURE CAP 2 I 6" DI (ACP X PVC) TRANSITION COUPLING 4 6 I I SCALE: 1 "=2' V EX 4" WAC 20+34.46 53 REMOVE FUTURE CAP I I 4" DI (ACP X PVC) TRANSITION COUPLING ,,,8,__"=X6"'-'-' -'-"M"'-J--'-R.,,.E""D""UC,..E""Rw55 N00°48'32"E 9.68' FH LATERAL: N89° 11 '28"W 6.73' 8" PVC C900 DR-14 40+00.00= 20+24. 78 8" DI FLG' D 18\(.;;\ ~c=R~o=s~s-w~~1~=RE=D~u=c~1 N-Ge-1:5o -S®@ BRANCH ONLY 8" DI FE X MJ ADAPTER 8" DI FLG'D X MJ RWGV (3) 6" DI FLG'D X MJ RWGV TEMPORARY 8" PVC BUTT-FUSED C-900 DR-14 N45°48'32"E 3.09'--N89°11'28"W 300.58' 40+06.62 8" DI 45° 55 MJ ELBOW 6" PVC C900 DR-14 N89 ° 11 ' 28 "W 'a6 3.53' -----" 40+03.53 55 8" DI 45° N00°48'32"E 25.32' MJ ELBOW SCALE: 1 /2"=1 '-0" EB N00° 48' 32"E 25. 42 '--- 8" PVC C900 DR-14 """'18\(.;;\ 29+ 7 4 . 04 ~@,,@ 55'1"8"'"-X8c....,,;....;, ....::.D-'-I _F_L_G~' D-T-EE~ 8" FE X MJ RWGV (2) FE X MJ ADAPTER (1) N00°48'32"E 3. 62' ------- 29+70.43 55 8" DI 22. 5 ° MJ ELBOW 55 29+68.29 8 DI 22.5 MJ ELBOW 8"X6" DI 55 MJ REDUCER N00°48'32"E 4. 22' __ __/ I , @--29+74.04 (RT. 5') REMOVE FUTURE CAP 8" DI (ACP X PVC) TRANSITION COUPLING EX 8"W ~ ----1-1--1----1--7 1----,--------ij~t:1::: =:::u 8" PVC C900 DR-14 8" PVC C900 DR-14 N23°18'32"E 2. 13' 6" PVC C900 DR-14 1 1 29+64.07 REMOVE FUTURE CAP 53 6" DI (ACP X PVC) I TRANSITION COUPLING w ~EX 6"W AC SCALE: 1/2"=1 '-0" ED PREPARED BY: Michael Baker dJ~ BRYAN S. KALLENBAUGH 8" PVC C900 DR-14 N00°48'32"E 27.50'-- 50 '51" 52 55 6+ 13. 78=29+99. 46 ~ 8" DI FLG'D TEE 8" FE X MJ RW GV 8" DI FE X MJ ADAPTER (2) N89 ° 11 ' 28 "W 306.29' PVC BUTT-FUSED C-900 DR-14-~ N00°48'32"E 25.42'---, 8" PVC C900 DR-14 SCALE: 1/2"=1 '-0" EX 6" WAC CD 30+37.75 REMOVE FUTURE CAP 53 6" DI (ACP X PVC) TRANSITION COUPLING 6" PVC C900 DR-14 TEMPORARY 8" PVC BUTT-FUSED C-900 DR-14 N89°11'28"W 300.58'-~ 8"X6" DI MJ REDUCER N00°48'32"E 5.43' 30+32.33 8" DI 45 ° 55 MJ ELBOW 8" PVC C900 DR-14 N44°11'28"W 3.95' 30+28.38 55 8" DI 45° FE X MJ ELBOW N00°48'32"E 1.41' 43+07. 20= 50 ~ 30+26. 96 ~ 8" DI FLG'D TEE 8" FE X MJ RWGV (2) 8" PVC C900 DR-14 N00°48'32"E 27.50' SCALE: 1/2"=1 '-0" ([) APPROVAL RECOMMENDED: REVIEWED: MIKE PISANI FONG TSE, RCE 56980 INTERNATIONAL RCE 73819 MUNICIPAL OPERATIONS DEPARTMENT PRINCIPAL CIVIL ENGINEER 14725 Alton Parkway, Irvine, CA 92618 DESIGNED: DRAWN: Phone: (949) 472-3505 • MBAKERINTL.COM BK DT CHECKED: DATE: DATE: DATE: MM 01 11 16 E C: 0 ..c: "' -.:, Q) E 0 ..c: 0 E E 0 N -N <D -'--N -'---0 "' ;: -.:, 0) 0 I "' 0 I r--- 0 "1 0 "1 / r---"1 0 0) LO "1 0 -.:, / E C: 0 ..c: "' -.:, Q) E 0 ..c: 0 E / "' ~ " Q) ·~ 0 L Q. I L Q) .,, 0 .0 / 0 " 0 I ro > ;: Q. SHEET OF / u CASING DETAIL 1" AIR VALVE & DECK ACCESS1" AIR VALVE CONNECTION DETAIL R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 No. 73819Exp. ________ CONSULTING WATERMAIN BRIDGE CROSSING DETAIL (TYPICAL EACH SIDE OF BRIDGE) WATER DETAILS NO. 2 10 PIPING DETAIL 1" AIR VALVE & DECK ACCESSSECTIONSECTION NOTES: 1. SEAL BOTH ENDS OF CASING WITH MODEL WEND SEALS BY PSI OR EQUAL. 2. CASING SPACERS SHALL BE FUSION EPOXY COATED STEEL WITH GLASS-FILLED POLYMER RUNNERS (APPROX. EVERY 6' TO 8' OF PIPE), C.C.l. MODEL CSC, PSI MODEL C, OR EQUAL. POSITION OF CARRIER PIPE SHALL BE CENTERED/RESTRAINED. 3. SPACING AND DESIGN SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS FOR THE GIVEN APPLICATION. ONE SPACER SHALL BE INSTALLED 12" FROM EACH END OF CASING. 4. RUNNERS SHALL BE MIN 2" WIDTH CAPABLE OF SUSTAINING WEIGHT OF THE PIPE. 5. ALL HARDWARE (NUTS, BOLTS, ETC) SHALL BE 304 STAINLESS STEEL. 6. BAND SHALL BE 8" MINIMUM WIDTH. 7. ALL DIMENSIONS TO BE FIELD VERIFIED BY CONTRACTOR 16"' O.D. STEEL CASING, 1/4" WALL THICKNESS, EPOXY LINED & COATED SEE CITY OF NEWPORT BEACH STD-529-L 901 8" </J PVC BUTT-FUSED C-900 DR-14 CARRIER PIPE I I / '- 1 \ STEEL CASING 1 • -= ) INSULATORS ~ 1 I I STEEL CASING END SEAL 16" EPOXY LINED (j;_ PILE (j;_ ABUTMENT 1 , 4 ' BRIDGE - APPROACH DECK 5' -0" • I SLAB\ MIN J I I ~ ? I ' ~ STEEL CASING SHALL TERMINATE I -AT THE OUTSIDE FACE OF \ ' ABUTMENT. INSTALL END SEAL. I ' I LIMITS OF WELDED STEEL PIPE CASING ' SEE DWG 8 FOR STATIONING OF WELDED I STEEL PIPE ' ~"FLEX TEND" BY EBBA IRON OR - APPROVED EQUAL (SEE TABLE HERON). (TYP BOTH SIDES) SEE DETAIL 6 BELOW (j;_ PIER 2,3 r WATER PIPE SUPPORT SEE SHT 29 BRIDGE / SOFFIT I I 1 .,.-' I ✓ \ i " i p C I I ) ' I II 1: ·1 I ,,,-,..---; \ \ \ ~ ' --'u I I <., ,, ---10'-9" 6'-o" 9'-6" 4'-9" I 2·-0· CLR SEE CALTRANS STANDARD PLAN B6-10, DETAIL U-16 & COATED STEEL PIPE CASING ABUTMENT I EBBA IRON LENGTH ESTIMATED DRY QUANTITY NTS 1" CORP STOP, IP THREAD INLET X FIP OUTLET, JONES J-1500 INSTALL BRONZE DOUBLE STRAP SERVICE SADDLE, JONES J-979 OR FORD F101B WITH IP THREAD NTS CASING SPACERS 1" COMBINATION AIR VALVE, "A.R. I. USA, INC. MODEL NO. D-040" 250 PSI PVC PIPE CB INSTALL GM! COMPOSIT COVER & FRAME (3200 SERIES, W/30" CLEAR OPENING),OR APPROVED EQUAL TOP OF DECK RECTANGULAR PC/PS BEAM ( TYP. ) ----' PIPE SUPPORT SEE SHEET 29 8" OW (PVC) NTS COMBINATION AIR VALVE, SEE DETAIL 3 HEREON SEE CALTRANS 2010 STANDARD PLAN B7-11, DECK ACCESS OPENING DETAIL U43 CB ' c--------..1 ' I LI\ ' UTILITY MODEL NUMBER 8" DOMESTIC WATER LINE 4408M20B NTS CB COMBINATION AIR VALVE, SEE DETAIL 3 HEREON (IN) 62.8" INSTALL GM! COMPOSITE COVER & FRAME (3200 SERIES, W/30" CLEAR OPENING),OR APPROVED EQUAL SEE CALTRANS STANDARD PLAN B7-11, DECK ACCESS OPENING DETAIL U43 TOP OF DECK ' ----------------i ---------------- 1 8" OW (PVC) ____ G\~ NTS ~~ WEIGHT (EA) LBS 377 ACH APPRO SLAB-\ 7 ) ' \ 2 -r') I -~ l ' STEEL CASING~ ABUTMENT -0 . ~ II I I I - I I ' I (j;_ SPAN 2 ' I I ' I CENTER PIPE SUPPORT ' ' (SAME EACH SIDE)\ I I ' I ' I \' ' I r -~ • : I ' II" I • I I ' ' I ' I 4' A 16'-o" ' ' I ' I -TOP OF SIDEWALK : rTOP OF DECK CX) I -~ I ' • ~~ ,,,~ ~ \ TT ~ \ 2 • o" r--r FLEX TEND (FULLY RESTRAIN I I I i I A y NTS (9 - ED) E C 0 .c "' "O " E 0 .c 0 E E 0 ro LO 0) "' " "O 0 ~ I "' 0 I r--- 0 "1 0 "1 / r---"1 0 0) LO "1 0 ;?, E C 0 .c "' "O " E 0 .c 0 > "' ~ " " ---------------------------------------------------------------------------0 PREPARED BY: APPROVAL RECOMMENDED: REVIEWED: NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM dJ~ BRYAN S, KALLENBAUGH RCE 73819 DESIGNED: DRAWN: BK DT CHECKED: DATE: MIKE PISANI FONG TSE, RCE 56980 MUNICIPAL OPERATIONS DEPARTMENT PRINCIPAL CIVIL ENGINEER DATE: DATE: L "r L " .,, 0 :3- 0 " 0 --------------------------1 ~ --------+" Q_ SHEET OF ./ ~------------------------------------------------------------------------------------~------~~~----------------~------------------------~u MM 01 11 16 Consulting Traffic Engineers www.hartzog-crabill.com tel: (714) 731-9455 fax: (714) 731-9498 Tustin, California 92780 17852 East 17th Street, Suite 101 11 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVE BRIDGE REPLACEMENT TRAFFIC CONTROLS PARK AVE S. BAY FRONT S. BAY FRONT PARK AVE N. BAY FRONT BALBOA AVE BALBOA AVE J A D E A V E JA D E A V E CR Y S T A L A V E AL L E Y AL L E Y MA R I N E A V E MA R I N E A V E ON Y X A V E AM E T H Y S T A V E B E A C O N B A Y TEMPORARY BRIDGE CMSCMS AB A L O N E A V E AL L E Y AL L E Y AL L E Y M4-10L M4-10 M4-10R SNS R9-3 M4-9a (Rt) M4-9a (Lt) M4-9b (Rt) M4-9b (Lt) SPECIAL R11-2 OM4-1 C-6155 TRAFFIC DETOUR PLAN \ NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. D ==> ==> A C F' r ==> VICINITY & DETOUR MAP NOT TO SCALE @= I PARK AVE II ®= @= I <jETOUR I J ©=II DETou{> J ®= @= I DETOUR O I ®= ©= ® ©= GENERAL NOTES: SIGNS: ~* DETOUR => ~* DETOUR <=:::::i * DETOUR :> * DETOUR < Q)= NO PARKING MON-FRI 8AM10 6PM ©= BRIDGE CLOSED (INSTALL ON FENCE) LEGEND: -SIGN ON TEMPORARY WOOD POST -CHANGEABLE MESSAGE SIGN ~- ETis] - c::::::::>= OJ - IT] - ROAD CLOSURE LOCAL TRAFFIC ONLY (M-F BAM-6PM) DIRECTION OF TRAVEL ~ EXISTING HNO PARKING" SIGN AND INSTALL NEW Q) SIGN IN PLACE. REMOVE TYPE Ill BARRICADES DURING NON-WORKING HOURS. CHANGEABLE MESSAGE SIGN SCREEN #1 PARK AV BRIDGE CLOSED SCREEN #2 USE BALBOA AVE SCREEN #3 (date) TO (date) 1. ALL WORK AND MATERIAL SHALL COMPLY WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS, JANUARY 2010 EDITION. 2. THE TRAFFIC CONTROL SYSTEM SHALL CONSIST OF CLOSING TRAFFIC LANES IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS AND THE PROVISIONS OF SECTIONS 7-1.03, "PUBLIC CONVENIENCE", AND 12, "TEMPORARY TRAFFIC CONTROL", OF THE 2010 STATE STANDARD SPECIFICATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE SUCH ADDITIONAL DEVICES OR TAKE SUCH MEASURES AS MAY BE NECESSARY TO COMPLY WITH THE PROVISIONS IN SECTION 7-1.04, "PUBLIC SAFETY", OF THE 2010 STATE STANDARD SPECIF/CATIONS. 4. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEA TORS, BARRICADES, ETC. PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 5. CONSTRUCT/ON HOURS WILL BE PERMITTED BETWEEN THE HOURS OF 7: 00 AM AND 7: OD PM, MONDAY THRU SATURDAY, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. PREPARED BY: REVIEWED: tHARTZOG & ;,1,1>-l'IDO So ~-4._~ ~ ~<i- No. 72012 "7RMANDO SOLIS ANTONY BRINE, RTE 1922 C CRABILL, Inc. E:,cp. 6-J0-16 RCE 72012 CITY TRAFFIC ENGINEER DESIGNED: DRAWN: OM OM CHECKED: DATE: DATE: AS 1-11-16 SHEET OF W20-3 W20-2 W20-3 R3-1 R11-3a R3-2 W20-3 W20-2 M4-10L SNS R3-2 PROVIDE FLAGGER FOR ALLEY ACCESS M4-10 SNS R11-2 R11-2 M4-10L R11-3a SNS M4-10R PROVIDE FLAGGER FOR ALLEY ACCESS M4-10 SNS R3-2 M4-10 SNS PROVIDE TEMPORARY CHAIN LINK FENCE R3-1 PROVIDE TEMPORARY CHAIN LINK FENCE ALL TRAFFIC CONTROL DEVICES FROM "WORKING HOURS" SHALL REMAIN IN PLACE EXCEPT AS SHOWN. Consulting Traffic Engineers www.hartzog-crabill.com tel: (714) 731-9455 fax: (714) 731-9498 Tustin, California 92780 17852 East 17th Street, Suite 101 12 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVE BRIDGE REPLACEMENT M4-10L M4-10 M4-10R SNS R9-3 M4-9a (Rt) M4-9a (Lt) M4-9b (Rt) M4-9b (Lt) SPECIAL R11-2 OM4-1 C-6155 PARK AVE BRIDGE REPLACEMENT TRAFFIC CONTROLS TRAFFIC HANDLING PLAN 6)\ MARIN£ 6) l w ~ NOTE: DETOUR -· AHEAD <:== I I c::::::;.> ~ --,, !WI 1_50' -----;-o' 50' ./ PARK AVE ROAD ~ CLOSED AHEAD ROAD CLOSED r-------------, i 1 00 FT. i AHEAD L _____________ J LOCAL TRAFFIC ONLY LEGEND: u = SIGN ON TEMPORARY WOOD POST H = TYPE: II BARRICADE: = TYPE: Ill BARRICADE: = DIRECTION OF TRA VE:L III = ~ EXISTING "NO PARKING" SIGN AND INSTALL NE:W Q) SIGN IN PLACE:. (I] = REMOVE: TYPE: Ill BARRICADE:$ DURING NON-WORKING HOURS. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. ~ ~ .,,_ ... . \ 1! I C, ·1 "' ~Lt PORTION lli ONLY ( i SICS,Rf-1, .,., • J I --• ~I,,-;: / ~ I!! , " . -~ef w . 0 . I ~ - . I@ '-@] .. I D -r !fl;., . /' d)!ii ~~ {; ,._,_ 1. ,._,. • i l AVE:NU£ - PARK AVE DETOUR iJ @= I PARK AVE I @=I DETOUR O I A• i=-y .. q> ~ I E -~ It ··-'J l --• ii.·.- • p .\'7!1i ~ . ( -• - \! J E .. 7 BRIDGE I ALLEY CLOSED SIGNS: ®= 010 * DETOUR => ®= ®= * DETOUR :> ©= * DETOUR <: ([ I 1. " -- A R K --,. -([ i ABALONE ® A ~y \· ~ BRIDGE CLOSED ~ GRAND ii b "' , CANAL I ;D !~ ~ . I [Th' l~ ' I m ~ I roq> V i~, ·/ ---, ' ,r ,. -"Ee' ~--c: RS-2 -= -,\ i> T...., / -~ A V£N u £ T "\. . .L @l • .I. I\ ~ ---~ --• •• -®\# ~ I ®Q) !ii !ii --.~ Q)= NO PARKING MON-FRI 8AM10 6PM ©= BRIDGE CLOSED (INSTALL ON FENCE) ~ ALLEY WORKING HOURS 7: 00 AM to 7: 00 PM (MONDAY THRU SATURDAY) SCALE: 1 " = 40' 0 10 20 40 tHARTZOG & C CRABILL, Inc. ~ ' • ~ \_ AVE:NU£ .,,_ .... ~ ~ 7 J I • I!! ~ ~ G it • J !ii ,,._,_ ~ ... ,. j I PARK AVE DETOUR iJ ROAD CLOSED r--------------, i 100 FT.! AHEAD LOCAL TRAFFIC ONLY <~ETOURI CR YSTAL ROAD PARK AVE CLOSED A~L.Je-y AHEAD DETOUR :E-F ,....I -5o' ~-+--+--50·---50•-__, -© i------- <:== it, @ it, 11 it, @ c::::::;.> ALL.J Y 6) A EY - @] -• iii J .. I it,!/) ~ F RI-I, /M-., Rl-r, RB-2 . A VE:NU£ I PARK AVE:NU£ --- PARK AVE DETOUR iJ A • • y K ALLEY ALLEY ;,1,1>-l'IDO So ~ ~<i- No. 72012 E:,cp. 6-J0-16 NON-WORKING HOURS 7:00 PM to 7:00 AM PREPARED BY: REVIEWED: ~-4._~ "7RMANDO SOLIS ANTONY BRINE, RTE 1922 RCE 72012 CITY TRAFFIC ENGINEER DESIGNED: DRAWN: OM OM CHECKED: DATE: DATE: AS 1-11-16 ® -- - !ii I ~ ' • ~ ~ ~ lLJ ~ ...J ~ ~ SHEET OF NOTE: SCALE: 1" = 20' 0 5 10 20 ALLEY ' ~ !--Exist 1-1/4" C., 2-#8 & 1-#8 GNO {CIRCUIT 2) .:, . GRAND I -1-1/4" C., 2-#8 & 1-#B GND §!ill -- ( 0 -~ pb~ /Exist 1-1/4" C., 2-#8 & 1-#8 GND __ CA NA L / E ~ [TI- {CIRCUIT 2) • ALLEY • ' Sp 0 -Exist 1-1/4" C., INSTALL 2-#8 & 1-#8 GND {CIRCUIT 2) O LEGEND: (~~ = ~ EXISTING STREET LAMPS COMPLETE. ABALONE t , I -Exist 1-1/4" C., 2-#8 & 1-#8 GND--+-..-Jhh INSTALL 2-#8 I / ,.,__-Exist 1-1/4" C., 2-#8 & 1-#8 GND {CIRCUIT J) IBCISC'- (CIRCUIT 1){CIRCUIT 2) I • CCi~C SW CCNC SW o -.,,.__---:::_-:::._-.:___-•---_-_-_--_ j l -\ I~ a I I 1111111 •J ~-~ .,j i 84 ~ I\::~ pb RC L ,-1:' B2 I r==,1~1.ak;:=,~N:S~====-:~~-~-:r-==='=-~=:r=.:-~=~ eiLWIL..~~=~""T==~ B;~ ABI I 7 ,, ~ ' \ \ / / I I I I r Cl'fr I - ALLEY 1-1/4" c., 2-#8 & 1-#8 GND---...._ 11 -I~ >-2· c., 2#8 (LTG), I "-ill '-ill \ ITP (TI--/ - -• ~pb m 2-1 -.,..,.,, 2#8 (RECEPTACLE). "' 1#8 {GNoJ s-< 1 1------:~1;4• c .. 2-18 & 1-#8 GNo t Exist SC£ VAULT • $-J_...-1 \ ~ Exist 1• C., INSTALL 2#12 & 1#10 GND 1--2• C., 2#8 {LTG), 2• C., 2#8 {LTG), ~ [D-{CIRCUIT 1) Exist SERVICE POINT • ~I\ I , r TO /RR. CON/ROLLER r., 2#8 {RECEPTACLE), & 1#8 (GND) \ 2-#8 {RECEPTACLE), & 1#8 {GND) 2-7 I I (PROIECT IN PLACE) • pbliIB-, ~~ Elj£LOSURE '=="-~rrc:==±lii,l'.'_)=4=~-==i1~=--=-je_rm1=-~-----\ \,_1ITh4~d1~=1=1fi~~-~§~~-§~~-~ -P A R K A V Exist 1-1/4" C., 2-#8 & 1-#8 GND , rExisl UGH/HOUSE MONUMENT {PROIECT IN PLACE) INSTALL 4-#8 {CIRCUIT /){CIRCUIT 2}{CIRCUIT J) b ;[;Exist IE~~INET {PROIECT IN PLACE) ____ _____ --¾c, E N u E (§ -~: \----c____ -=~--2~ \~~S-P~{TBD~) b~---~ 0 w ----- ) \_ "-----Exist 1-1/4" C., 2-#8 & 1-#8 GNO = 1-C / r ' ' r--.._ . I 'RC'pb ~ is_! ·um£ BALBOA ISLAND" SIGN ', ~ 7 l.s---eklJl"T'~rmr~rf"i="==-==~·~-:a::"==~~~·~~1,;· =n=='~=-===iclf 1 --;;;;;;.:;~•~.be la1.a. l---J ;.,_.>< ~ / IABe------,-\ r I !111111 1TI1 B6 /-_ AB Io I B7~ _ . / 0 ( V y~ U2 _/ ·-J JMSJl~.J.._oT PREV""cl'lTOR Exist SCE CONDUIT {PRDIECT IN PLACE) ALLEY I,, Exist 1-1/4" C., 2-#8 & 1-#8 GND_i.,/ i CONSTRUCTION NOTES THIS SHEET: ~ :1 / L@t-1/~" C. 1---lExist 1-1/4" C., 2-#8 & 1-#8 GNO j {CIRCUIT 1) OJ PROTECT IN PLACE E:XSITING 12OV/240V TYPE: Ill ELECTRICAL SERVICE: ENCLOSURE WITH TYPE: V PE:C AND THE: Dl'/Y ' • ALLEY ,. FOLLOWING CIRCUITS: METERED GENERAL NOTES THIS SHEET: CAa,K~ '+~ VA(Jr;f!_ __ L..::'. • ,._' I / Exist 1-1/4" C., 2-#8 & 1-#B GNO {CIRCUIT J) / INSTALL 4-#8 {CIRCUIT /){CIRCUIT 2){CIRCUIT J) . J >< "--._Exist 1-1/4" C., 2-#8 & 1-#8 GND I 1 {CIRCUIT J) t AVENUE ALLEY .. 1 OOA, 24OV, 2P, CB MAIN 2OA, 120V, JP, CB IRRIGATION CONTROL 1. ALL WORK SHALL CONFORM TO THE: "SPPWC" STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION AND THE: STANDARD SPECIFICATIONS FOR PUBLIC WORKS 15A, 120V, JP, CB SIGN LIGHTING CONSTRUCTION (GRE:E:NBOOK). THE: LATEST EDITION OF THESE: MANUALS SHALL BE: USED UNLESS OTHERWISE: NOTED ON THE: PLANS. 20A, 12OV, JP, CB TIMER/PHOTO CELL 20A, 12OV, JP, CB NORTH RE:CE:PTICLE: 2 . ALL REMOVED EQUIPMENT AND MATERIALS SHALL BECOME: THE: PROPERTY OF THE: CONTRACTOR UNLESS OTHERWISE: NOTED. 20A, 12OV, JP, CB SOUTH RE:CE:PTICLE: 15A, 12OV, JP, CB BRIDGE: STREET LIGHTS 3. EXISTING LIGHTING SYSTEMS SHALL REMAIN IN OPERATION DURING CONSTRUCTION. WHEN NECESSARY, TEMPORARY LIGHTING SYSTEMS/WIRING SHALL BE: USED TO MAINTAIN OPERATION. IT] REMOVE AND SALVAGE: EXISTING 120V/240V TYPE Ill ELECTRICAL SERVICE ENCLOSURE: AND EQUIPMENT COMPLETE:. COORDINATE: SERVICE: DISCONNECT WITH SEC. 4. ALL NEW PULL BOXES SHALL BE: No. 5 UNLESS OTHERWISE: NOTED. [TI FURNISH AND INSTA LL NEW 120V/24OV TYPE: Ill ELECTRICAL SERVICE: ENCLOSURE: WITH TYPE: V PE:C PER CITY STANDARD DRAWING NUMBER STD-206-L WITH THE: FOLLOWING CIRCUITS: METERED 1 OOA, 240V, 2P, CB MAIN 40A, 240V, 2P, CB LIGHTING CIRCUIT 1 40A, 240V, 2P, CB UGH TING CIRCUIT 2 40A, 240V, 2 /f, CB LIGHTING CIRCUIT 3 20A, 240V, 2ff, CB LIGHTING CONTROL COORDINATE: NEW J E:RVICE POINT AND NEW CONNECTION WITH SCE: PLANNER. ' (I] INSTALL COMB/NA Tl b N E:XPANS/ON-DE:FLE:CTION CONDUIT F/T77NGS IN BRIDGE: STRUCTURE: PER CAL TRANS STANDARD PLAN E:S-9B, DE:TA'IL 'XY'. [fil FURNISH AND INSTJ/,LL 6', "TRADITIONAL" STYLE:, K/NG/STRE:E:SSCRE:TE: CONCRETE: POLE:, ANCHOR BOLTS, AND 60 WA TT LED TYPE: Ill DISTRIBUTION KING/LED ACORN FIXTURE: COMPLETE: PER DETAILS ON SHEET 14 OF 44 OR APPROVED EQUAL. II] FURNISH AND INSTALL GFI 15A DUPLEX RECEPTACLE CAST INTO STRE:E:SSCRETE CONCRETE: POLE PER DETAILS ON SHEET 14 OF 44. INSTALL 120V/240V 2KVA STEP-DOWN TRANSFORMER IN BASE: OF POLE:. (I] FURNISH AND INSTA LL PULL BOX PER CITY STANDARD DRAWING STD-2O4-L AND FUSE: HOLDER PER CITY STANDARD DRAWING STD-2O5-L. ~HARTZOG & CRABILL, Inc. I 7852 East 17th Street, Suite IO I Tustin, California 92780 PREPARED BY: APPROVAL RECOMMENDED: 4--~ 'ARMANDO SOLIS GEORGE MURDOCH APPROVAL RECOMMENDED: MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER C-6155 PARK AVE BRIDGE REPLACEMENT STREET LIGHITNG AND ELECTRICAL SYSTEMS ELECTRICAL PLAN THE CONTRACTOR SHALL VERIFY ALL CONTROWNG AELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. G Consulting Traffic Engineers tel: (714) 73 1-9455 fax: (714)731 -9498 www .hartzog-crabill.com 1----R_C;_E ~72_0_12 __ ---I UNICIPAL OPERATIONS DEPARlMEN DESIGNED: ORAWN: OM OM t--...,,,-~=t--------""'I DATE: _______ _ CHECKED: DA TE: AS 1-11-16 OAlE: ______ _ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6062-S SHEET 13 OF 45 l ' i I \ I i j \ Consulting Traffic Engineers www.hartzog-crabill.com tel: (714) 731-9455 fax: (714) 731-9498 Tustin, California 92780 17852 East 17th Street, Suite 101 14 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVE BRIDGE REPLACEMENT C-6155 STREET LIGHITNG AND ELECTRICAL SYSTEMS ELECTRICAL DETAILS “ ” NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. POLE TOP: 6 1 / 4" DIA 78 5/16° 24 8 6' o· 3' ±1/2° ----'----------0 COLOR 8. FINISH: COLOR: TED FINISH: ETCHED REQUIRED COATINGS: 2 COATS ACRYLIC [A] 15A/120V DUPLEX RECEPTACLE C/W WP COVER PAINT: TBD NOTE: [CJ SMALL NAMEPLATE (MOLD TOP) [A] 3" x 5" HANDHOLE & NAT ALUM COVERPLATE c/w GROUND WIRE & ALLENHEAD SCREWS FLUSH MOUNTED .:j/4" GALV BASEPLATE l5EE BASEPLATE DETAIL) 4-ANCHOR BOLTS (MIN 55,000 YIELD) (BY OTHERS) POLE SPECIFICATIONS CATALOG NO.: KD6-G-EXX-FBP-GFI QUANTITY: SECTION: COLOR: FINISH: POLE TOP: POLE BUTT: POLE LENGTH: APPROX. WGT.: MIN. RACEWAY: ANCHOR BOLTS: C/W 140-35/35 ROUND FLUTED TBD ETCHED 6 1/4" DIA. 13" DIA. 200 lbs. 1 1/8" 0 3/4" X 27" X 3 3/4" BY OTHERS LUMINAIRE SPECIFICATIONS CATALOG NO.: K199R-B3AR-IV-60(SSL) -1 036-120:277-K 14-PR7 QUANTITY: OPTICAL SYSTEM: IES CLASS.: BAFFLED ARRAY ACRYLIC RIPPLED TYPE IV WATTAGE: LINE VOLTAGE: CCT/DIODE: 60W ( 1036 SERIES) SOLID STATE LIGHTING 120:277V 4000K/HE5 POLE ADAPTOR: K14 PAINT: OPTIONS: OPTIONS TBD 7-PRONG TWISTLOCK PHOTOCELL RECEPTACLE ANSI STANDARD C136.41 (PHOTO-EYE BY OTHERS) QUICK DISCONNECT IZ] TERMINAL BLOCK □ NOTE: NOTE THAT THIS FIXTURE IS BY DEFAULT SHIPPED IN 'NON-ADAPTIVE MODE'. THE FIXTURE IS FIELD SWITCHABLE TO 'ADAPTIVE-MODE' IF ADAPTIVE TECHNOLOGY IS TO BE UTILIZED. NOTE THAT SWITCHING TO 'ADAPTIVE MODE' MAY INCREASE THE NOMINAL INPUT POWER OF THE FIXTURE. PLEASE CONTACT THE FACTORY FOR FURTHER DETAILS MOLD TOP (4) 7 /8" x 1 3/4"L SLOTS ON A 16" </J BOLT CIRCLE NAMEPLATE C ,,--MOLD SEAM >-<I ): i=::i <I D Cl:'.'. 3" '1> WIRE ACCESS HOLE MOLD BOTTOM H.H. BOX GFI HH BOX POSITIONED CENTERED BETWEEN A-BOLT SLOTS BASEPLATE DETAIL 14" SQU. x 3/4''THK. GALV. STEEL CONCRETE POLE AND LUMINAIRE DETAILS tHARTZOG & C CRABILL, Inc. ASTM A36 STEEL; ASTM-A153 HOT DIP GALVANIZED; TYP, 112 1/4" 222" .375" THICK STEEL PLATE PER CALTRANS SPECS: ASTM-A36 STEEL 13 1/2" t 16" BOLT CIRCLE 4 1/2" ANCHOR BOLTS DETAIL PREPARED BY: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: oFESS/o 1>-l'IDO s: ~-4._~ "' ~ No. 72012 z "7RMANDO SOLIS GEORGE MURDOCH MICHAEL SINACORI, RCE 46214 ,.., E:,cp. 6-J0-16 ,.., RCE 72012 UNICIPAL OPERATIONS DEPARTMEN ASSISTANT CITY ENGINEER DESIGNED: DRAWN: OM OM CHECKED: DATE: DATE: DATE: AS 1-11-16 f----45" -------j I 2·~ O.D. (TYP.) I 4" I.D. + 45" SHEET OF Consulting Traffic Engineers www.hartzog-crabill.com tel: (714) 731-9455 fax: (714) 731-9498 Tustin, California 92780 17852 East 17th Street, Suite 101 15 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVE BRIDGE REPLACEMENT SIGNING & STRIPING PLAN C-6155 L E G E N D: ~ -EXISTING STRIPING & MARKINGS TO REMAIN ~==--~~:--=== -EXISTING STRIPING & MARKINGS TO BE REMOVED BY WET SANDBLASTING --PROPOSED THERMOPLASTIC STRIPING & MARKINGS TO BE INSTALLED BY CONTRACTOR (X') - INSTALL THERMOPLASTIC TYPE IV LEFT+RIGHT ARROW (AS SHOWN) PER STANDARD PLAN INSTALL PAVEMENT DELINEATION DETAIL NUMBER/PAVEMENT MARKINGS PER CAL TRANS STANDARD PLAN, 2010 EDITION. EXISTING LANE WIDTH. MARIN£ ~ RJ2, RJOA A24A. (18') (18') A L r:::Y R32, RJOA ( r ALL~Y AV£NU£ SIGNING AND STRIPING GENERAL NOTES: GRAND CANAL ~ ~ '- SCALE: 1" 0 10 20 ' • -40' 40 ' II 1. SIGNING AND STRIPING INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS (2010 EDITIONS), AND ALL ADDENDUMS THERETO. 2. REFLECTORIZE ALL STRIPES AND LEGENDS. STRIPING, PAVEMENT MARKINGS AND LEGENDS SHALL CONFORM TO THE 2010 CALTRANS STANDARD PLANS A20A-D AND A24A-E. 3. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION AREA WILL BE RESTORED TO LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY ENGINEER. 4. THE CONTRACTOR SHALL RESTRIPE EXISTING STRIPING AND CURB MARKINGS OBLITERATED BY NEW CONSTRUCTION, WHETHER OR NOT SHOWN ON THE PLANS FOR REPLACEMENT. 5. AT LOCATIONS WHERE EXISTING PAINTED CURB IS TO BE RECONSTRUCTED, THE CONTRACTOR SHALL PAINT THE NEW CURB AS SHOWN ON THE PLANS WITHIN 10 WORKING DAYS OF CURB CONSTRUCTION OR AS DIRECTED BY THE CITY ENGINEER. THE PAINT SHALL BE WATER-BASED WITH 2-YEAR GUARANTEE AGAINST COLOR FADING. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT THE CITY WRITTEN PROOF OF THE MANUFACWRER'S 2-YEAR GUARANTEE. 6. THE CONTRACTOR SHALL FURNISH TO THE CITY ENGINEER SAMPLES OF MATERIALS NOT LESS THAN 3 WEEKS IN ADVANCE OF THE DA TE THE MATERIALS ARE TO BE APPLIED. ALLEY 7. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AFTER COMPLETING LAYOUT AND AT LEAST 3 WORKING DAYS BEFORE COMMENCING INSTALLATION OF STRIPING, MARKINGS AND MARKERS. NOTE: 8. ALL NEW STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY ENGINEER PRIOR TO FINAL INSTALLATION. 9. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS. A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEN FIRST AND SECOND COATS. 10. FIRST STRIPING COAT SHALL BE APPLIED WITH 24 HOURS OF SURFACE COURSE REPLACEMENT ON STREETS OPEN TO THE PUBLIC. IN NO CASE SHALL A NEWLY PAVED STREET OPEN TO THE PUBLIC BE LEFT UNSTRIPED OVER A WEEKEND OR HOLIDAY. 11. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. PRIOR TO INSTALLATION, NEW SIGNS SHALL BE APPROVED BY THE CITY ENGINEER. EXACT LOCATIONS OF SIGNS SHALL BE DETERMINED BY THE CITY ENGINEER. 12. TRAFFIC SIGN FACE REFLECTIVE SHEETING SHALL BE ASTM GRADE IX WITH PROTECTIVE OVERLAY FILM PER SPECIF/CATIONS OR AS OTHERWISE SHOWN OR NOTED. 13. NEW SIGN POSTS SHALL BE GALVANIZED STEEL, EASY ERECT BREAKAWAY OR SQUARE STEEL WBING WITH BREAK-AWAY BASE, "UNI-STRUT" OR APPROVED EQUAL, UNLESS OTHERWISE NOTED. 14. ALL SIGNS, NEW AND EXISTING, SHALL NOT BE LESS THAN 7' BETWEEN THE BOTTOM OF SIGN AND THE FINISHED SURFACE PER CALTRANS STANDARD PLAN RS1. tHARTZOG & THE CONTRACTOR SHALL VERIFY ALL C CRABILL, Inc. CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. .. ABALONE -I a:: r .. iDI ~11.R62 ~ @ NO PARKING MON-FRI 8AM1ll6PM , 12' ' I ,_~-, \\HITE E AV£NU£ '-.....__, I~ I, / -.... 11...]-' 1:i:: I "STOP" '-, AV£NU£ @ NO PARKING 81 ro 121 MONDA)' SIGNING & STRIPING CONSTRUCTION NOTES: © NO PARKING 81 ro 121 TUESDAY [j] REMOVE AND SALVAGE EXISTING TEMPORARY@SIGN AND INSTALL NEW @SIGN IN PLACE. (I] REMOVE AND SALVAGE EXISTING TEMPORARY@SIGN AND INSTALL NEW@ SIGN IN PLACE. PREPARED BY: REVIEWED: 1>-0fESS/0 ? DO 'l--1 1v"> ;,1,1>-I-I So ~ ~-4._~ ,J ~ ~<i-~ ,.; "' " ~ ~ No. 72012 z "7RMANDO SOLIS ANTONY BRINE, RTE 1922 "' ,.., w E:,cp. 6-J0-16 ,.., RCE 72012 CITY TRAFFIC ENGINEER o< "' ... * DESIGNED: DRAWN: "';-C1y\\.. ,._-.- "I~ ~ OM OM f: D, c~1..\~ CHECKED: DATE: DATE: AS 1-11-16 SHEET OF R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 IRRIGATION AND PLANTING PLAN 16 IRRIGATION SCHEDULE SYMBOL ~ SYMBOL [;ii IR] MANUFACTURER /MODEL/DESCRIPTION RAIN BIRD XCZ-100-PRB-COM MEDIUM PLUS FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER. 3GPM TO 20GPM. AREA TO RECEIVE DRIPLINE RAIN BIRD XFS-09-12 (12) XFS SUB-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE W/COPPER SHIELD TECHNOLOGY. 0.9GPH EMITTIERS AT 12.0" 0.C. DRIPLINE LATERALS SPACED AT 12.0" APART, WITH EMITTERS OFFSET FOR TIRIANGULAR PATTERN. UV RESISTANT. MANUFACTURER /MODEL/DESCRIPTION RAIN BIRD 44-LRC 1" BRASS QUICK-COUPLING VALVE, WITIH CORROSION-RESISTANT STAINLESS STIEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. MATCO-NORCA 759 BRASS SHUT OFF BALL VALVE, 1/2" TO 4". TWO PIECE BODY, BLOW-OUT PROOF STEM, CHROME PLATED SOLID BRASS BALL, THREADED, WITH PTFE SEATS. SAME SIZE AS MAINLINE PIPE. NEW RAIN MASTER CONTROLLER EVOLUTION 12 STATION (FIELD VERIFY) IRRIGATION CONTROLLER WITH ANTENNA, RADIO AND RADIO BOARD, RAIN SENSOR AND VANDAL-RESISTANT STAINLESS STEEL WALL-MOUNT ENCLOSURE EXISTING WATIER METER IRRIGATION LATERAL LINE: PVC SCHEDULE 40 AND CLASS 315 PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SDR 13.5 FOR PIPES 2" AND LARGER. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 80 -SIZE TO MATCH EXISTING PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout r-.,------Valve Number ~#-----Valve Flow ~ Valve Size PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY - )\~ TREES I TIRISTANIOPSIS LAURINA WATIER GUM 36" BOX 2 ~L j SHRUBS 0 ALOE RUDIKOPPE LITTLE RED RIDING HOOD ALOE 5 GAL 15 ~ AGAVE ATTENUATA FOX TAIL AGAVE 5 GAL 7 0 CALLISTEMON CITRINUS 'umE JOHN' BOTTLE BRUSH 5 GAL 14 GROUND COVER c=J SENICIO MANDRILACE KLEINIA 1 GAL. AT 16" O.C. 100 SF ~&iir~~i ANNUAL COLOR ANNUAL COLOR FROM FLATS • 50 SF • TO BE MAINTAINED AND SELECTED BY THE BALBOA ISLAND IMPROVEMENT ASSOCIATION (BIIA) 40398 WUNE ~a'6 \j,;;; y '-..... ~ <llRB -BACK/ ()f CURB -BACK 3 ...... cAfCH BASl\-1.om W/1 ~ ~ • """ XISTING SIDEWALK'~n-!@.,~= arm IIP ); I / GUTIER, LP v:::;, ~'lftH ... ~R FLOW LINE OGE ROACH -~i.J~UP 40,!64 GUTTER FLOW LlhlE "'"'" __,,,_ GUmR UP ACE .6.35 -Y 6 • 2 9 -~,:~v __ 40561 REMOVE AND RE ,ONST~(M\ ; EXISTING WALL TO SAME I 'SIIZE!c AND DI ME~S IONS . REMOVE k REIN~TALL EXISTING "LITttLE BALBOA ISLAND" SIGN ) NEW MONUMENT WALL TOP U CURB ""' ---.n.w- arL-''" TI)p ()f CURB BACK ',,=~=-,..J '-\ L ~\. _ 404flO -6"' ~ -&mm FLOW E CUTTER UP . \......_ m88 GIJTTEfC FLOW LINE 'f--~y~ --Blt8K _ -----i r-u-~71-:-'." _ / I - -, !J~ "' ...... :.~--RA 1: FL OW ~';." / t!' -t., __ _ EP AT CURB FACE / • r-r\l l OR I Ll"l''¥ I \l-,1 I '7 1 , :.:'~ 9 I ~:flmow PR~TIE 05 22P• -· -... • - I \l,Vil / / """' I , ll~ '"'(~ ~ ......... ~ L/ '\ 1W CF CURB -BA I : i'"-'--"-.L---------,,-+-,,....U.....----, ~PB~~ \ 40599 l.'h?:4 --. ,~,,~ Fl 40357 / 6.~I~ SURFACE "'-- /.... \!0_586 40584 --~ DOMll:ST IC WATEQ.''.R@.I,Nil'""€F "'ClC!lNNE1®'1iTON: coliifR~erel"§it-iM.i,, J;QNt\ECT TO EX!ts:r l, ' DOMESTIC WATER t.ETER AND BACKFLOW PREVENTER. FIELD VERIFY EXACT LOCATION. ---c. " -1 I I ' . ., 1 .. -l,,l""_,----------...... 1r.--------1 a 1AT CURB FACE40517 I1I j), W685 \ \.,o~o 10.so 4:Q.~B TOP Of cu -FROOT l p or cueie -FRONT ., WAU. I I !111\1 CURB FACE i°e5r :?" 'ACE Ill I I / 1 \ '1 ~3 am, 'Act: NEW WALLli I I I I 111 11 \ 1" / I I I I I 111 I I I I I I I 11 I I v--5 !:~~ -wrr---~x &.-4 6 ASPH.AL T PARK AVENUE __ v---,7 .~ -,9 e--a :::; JRFACE o.a/ 2 \ \ 1" / 111 I I I I I I 111 I I I I I I 2.8/ 3 \, 111 11 1" ~(8 lj l I I (JTGATION CONTROL BOX ~ ()f CURB -FRQH "'OP Of cu ' -FRONT 40569 / 40573 'Y 40362 FINISH \ ~\' I I I I 40307 ..,,. 40570 U{~ CURB FACE/ 4[]~ fJ? CF ~-~ -1 FltoNT ~; CURB FACE t'P56A.T CUR\B FACE ~~9 flf3 ~&4 ~7AT CURB F NEW WALL i~tr I 11 l't-. / WALL fjj' ''"" s "Z'7_y" ~ I ' ' .-,I 11 1_; ""I . ~ -,:302 ....--::/ SURFACE l "<l~ff" FRON"" 40537 ~ _ = , ... , -......., '4-0552 P j 5 10.F' • •"'-' L r ~ p DI '-~M. \WAU( 40531 , 400·~ "'" r -... 638 ~ ~ ...._ .t1 649 GiJmR FLOW UN -!®:,O ' I '°' --BAO(FLOI Ir' t '7 \ \"'TIER FL w IE 7.86 .. t \ ~l~110N CONTRO\I BOX I"\ 40301 A =-'-,\---) :t. rn uGM 40297 (, _ I \ ~ ./ ~""Cf" c,,JRB\-<>•r/2 ) ~ TREE j /" ~ 1-.. ! 2'n tf_ '/ Y '/ lB?s' \ , 7 I\ -• , T i~,,J I • , ..._ ! J '/ f / , \ H \ I ~~ "::J ,/, 40532 / ,d_ f_,I, i~ r------i \.,. '-, ·~ / .lO PEDES 11. 40271 ~3;\m FL J~"'f°'cHP"'8 __ -_-_--l-/,-/4"'1x, ~"rrR \ ~ "1 -./ ~;t{'f \tfc CURB\ -B ~~6 6.34 . . ': .,. ..,. GUTTER LI? -__ QJTTER73UP ~J"l: ~ ', ---40.287 ~-~ CURB -BACI( ""-. 1-.. =::....: I 4027!! ■ TCP Cf" CURB' ;i; r~O / r~ 40686 402 :;;;--7;t1 • ___,,.~ -----..021&--15. • . / 11.08 6.13 "°:E2 TCP OF CURB -BACK p EDE s T]i.J'.:,UP 'r°9 ~86 W ~WALL / 40268 EP AT CURB FA ~UTTER LIP 27 EP 100 FAr::£ EP A.T CURB F ~ OF CURB -BA.CK"-...._ ~ '\. • AT B FACE I ~76- V LINE ,,,, _,, Of CURB -BAO< TOP Of CURB BACK .--r'-~ . 1 -11 EP "1 CURB FACE ., ,, ATCH BASIN --~/'-L/:____s~""'s:'l""~-----------------------_Jl~ _ _l_j_ _ _j_j 1/cCS§J' TC,eHc,ai,;,,o'!!!N_L_,ClL/11 ____ _,,,,,.,__L,~ "~· ~·· -+- IRRIGATION PLAN SCALE: 1 "=5 ' -0" GENERAL NOTES DETAIL WATER USE 1. ALL LANDSCAPE IMPROVEMENTS SHAUL BE DESIGNED IN ACCORDANCE WITH CITY OF NEWPORT BEACH LANDSCAPE STANDARDS AND IN ACCORDANCE WITH AB 1881 -STATIE WATIER CONSERVATION REQUIREMENTS. A B B B C C MEDIUM LOW LOW LOW LOW HIGH 2_ NATIVE AND DROUGHT TOLIERANT PLANTS TIHAT MINIMIZE WATER USE AND MAINTENANCE WILIL BE UTILIZED. ALL PLANT MA TIERIALS WILL BE APPROPRIATE FOR THE NEWPORT BEACH CLIMATIE AND FIT IN WITH THE ADJACENT NEIGHBORHOOD. 3. ALL LANDSCAPED AREAS SHALL BE IRRIGATED WITH STATIE OF THE ART AUTOMATIC IRRIGATION SYSTIEM. IRRIGATION WATIER TO BE PROVIDED VIA EXISTING DOMESTIC WATIER METIER_ 4. OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE LANDSCAPE AND RELATIED IMPROVEMENTS DURING THE LIFE OF THE PERMIT. ALL DEAD, DYING, OR DISEASED PLANTS WILL BE REPLACED IN KIND. OPERATIONS AND MAINTIENANCE OF THE PUBLIC PARK WILIL BE THE RESPONSIBILITY OF THE CITY OF NEWPORT BEACH. P OF CURB -BA TOP OF CURB -BACK 0.3 __ 3 10 lbf ~frER fLOW LINE .. ... -------1115,81--GUmR UP 40 ... + I 5 8i GUTTER FLOW l.t,IE 403ge TOP OF CURB -BACK '°"'' ''"" --rumR UP '°'" TQp <F CURB -BACK -.0+,0----==~=-==1 ~iJ~ FLOW LINE 6.72 CATCH BA !¾77 XJ~TING SIDEWALK' rm:,·u, .... , ___,,_ GUTTER UP ----- IDGE PROACH 6.35 _y 5 'Jg _~ • L ~ 40561 t 7 REM·O· VE AND RE,ONST~\'!~i ; EXISTING WALLJI_TO SAME cR 'S'IIZElc AND DIME~SIONS. '°"" 6.17 ... ,. 8.14 FINISH SURFACE SfflEET LIGHT PIJLLBO ....,.,7 e.~1\H SURFA.CE .,. .. 40~16 \ ~11 .27 7.30 AT CURB FACBllP OF CURB -FRONT 003,e ~-fiSH SURFAC~3 EP AT CURB FACE40517 40.!iB!!i 7.76 r>9!!986 lUP OF CURB -l'RONT ""587 ~9,_T CURB FACE TOP OF CURB -FRONT ~~~ EP AT CURB FACE -.x-x &.-4 5 ASPH.AL T --6 . C)1 40,07 • ,. 0F CURB - 500 if' OF' CURB -FRONT .... , ~67AT CURB FACE g, NEW WALL PARK AVENUE --~---, .~ .>.~,;---i REMOVE k REINSTALL EXISTING "LIT 'iLE BALBOA ISLAND" SIGN NEW ""' tij,4 CE CURB -FRCffl ~1GA 110\I C<WlRa__ BOX ...,, , ... MONUMENT WALL )W UIIIE 40362 40311 a,o FINISH SURFACE 4053S ~u3trcR FLOW UN TOP OF CURB -BACK ' +o:m 40570 ~f>5~n CURB FACE f~4 6P37AT CURB i=;• ACE H SU NEW W LL . TOf' OF CURB -BACK 40569 fo'/ Of CURB -FRCNT 40,:,e 10.38 WAil. .,.,, 7.03 EP AT CURB FACE ---.o· ,., EP < PLANTING PLAN SCALE: 1 "=5 ' -0" ■ ■ •••••••••••• + I KEY MAP N.T.S. TOP OF CURB -FRONT """' 7.56 EP AT CURB FACE 40.>0< 7.0B lREE ( • --- <O<i39 11.49 Wfil 40552 'NALi< Jl ::7 - illl -·□ ' " "' .. E C 0 .c 0, " " E 0 .c 0 E E 0 n N 0, ;:: " _j 0. I " -I " 0 n 0 n -" (X) (X) en n 0 ;;, E C 0 .c 0, " " E 0 .c 0 > en ~ u " .... ---------..-----------------------------------------,,-.----------..----------------------------------1·0 PREPARED BY: APPROVAL RECOMMENDED: Michael Baker dlJJL INTERNATIONAL JOHN ANDREW SIGNATURE RLA 3152 14725 Alton Parkway, Irvine, CA 92618 SEP. JO 2015 RENEWAL DATE DESIGNED: DRAWN: Phone: (949) 472-3505 • MBAKERINTL.COM J. ANDREW CHECKED: DATE: MIKE PISANI MUNICIPAL OPERATIONS DEPARTMENT M. HAN DATE: L "r L " .Y. 0 5- 0 u 0 I ~ 1---------t;:: Q_ SHEET OF / J. ANDREW ~----------------------------------------------------------------------------------~-------------------------------------~-------------------------------------------------------~u '[){aw1~3 ill cc,11Ju.ac 11P~ 1,.,"11~ (C.ti 2Y ~voo f s:r ;Y>t)( ~ rR/W -'-~ <t N V) (!) _J <t , f-_J c:d <( 3: co " U>Vl • O 0 "'"' Ol::::E oi.-WW V + '<t CD Cl:'.: CD I"') N I I -fil l I _:,r I I I I LANDSCAPED (20 I PLANTER TO R~VIQE 5' SW 18 R=10' oCI""-.-. zwz+I"' U> •I.fl WO:::W'<t"N 0 N r--- O ~ tO • ~:r;, ~ PARK AVE ~ B',-, R/W (TYP)(8X 9 -l-~+- <{) I, --.,, $ i~ I. . . I _J _J < "' < w V) f-V) -X w _,,) i I I REI PU '1----+I --- IOI J 7 -• "'+001 CON ~BARRIER -55 .--, + (l,t~ .., N -t-tt~ H-PER BRIDGE -;._ -_.,, I PLAN (TYP) -n \__R/W ~) ~1/.,p EMENT (,e.( {f.f.( .S~;,{ • _J - f- Cl'. 3:: <( 3: I{) 1· Vl>Vl ·ID 0 <{) ,-... CTI~ o,.-. G) w (l) + (D Cl'. (D f- Cl'. (!) _J (!) N Jd < c:d 1/) " I U>U 0 0 ON O'~ Q"IN • I WW Q.) + V OJ 0::: (D I"') N I 1 4 11 f- CD Cl'. Cl'. -::, 0, . o ·o f--<{) CO 0:::01'0 Ct:0 Z + N ;::}Ol-wn .- u oci g 19 ON • Z+n w ,,., - 4 '.il ;a! "[ U> • 0 ONN 0 ~U) • ZW+'<t Wet:::l")N 4 <{) -~ . "' -f -\'/// I~ ~l --- _J _J -< " -< w I I I er, f-er, I I I -X w /rllty t1pl'' -;:---AA-1st-I /1./3· r, rfP' DMo.D . f- ~ t' ,0:: I)// d,ma.,,,,-D"'' l,y Iii t. <Zftj,';i..,_e;-- R/J !I I I \ -,,.1,e ttlfl!rPIA!..I ,I'! ✓Je t;;IJ "1?l L 1/.t~ ' t.-lf-17 Drc,w,'ttj in to11j11vi ... 4.b" W 1-tk l l. 0 2Y 400 0 'f' S".t WliX ·,t -14~'1 ~,\ti. \1,2-L +(p,11"1()!) \){\~I. r All~ y 111f P'0"" '1 j'i'jOC $Tl) it 3-L -r~,-b • Jj v, f-V) -X w 01 5+.00 ~ " -< bl C!J II I r+ I I en I N ~\,.JI ~~24~ ~ f-• _J (!) _J ,-... .:d<C3:N· U>Vl·O 0 -<{) o:zor---• o-"' ZWZ+N "'" <O WO:::WtON ~w+ N ~ 0::: tO N ~, 1 ,-;;;;-•• SA'>--/• yc::fg _ ' @ 6 A 6+00.59 ~R/W ,-... n N --{2.¼'lt + "' '-CONC BARRIER -PLAN(TYP) II-rnv,C-~-._ ____ __ ~ PER BRIDGE 6+0l, _,, « f- <D Vl I_J N ~ <( 3: 01• • I C'l I .7 r DSC . LANTE I rp._,,.;.. f- Cl'. _J 0, -< ,-... . z > . lJj ..... Q.-N (.!) " <O WW+N (D Cl:'. U1 N 4 1" /e.O tf,/lJ I I r yf· il'i '.il ;a! " O> Vl 0 ~a~-+ WO:: WUl r 4 -5 -6 !• • ... .. n N ':if:; ,. I 'I. -~ Trul'IC4-ic.lkrtv ;... J ---,-., p. ~ ~l & (_y-R/W All c~ o e p~CI<..~ Std. ,q3. L f~p,i) ,v10D l)riV1.,1,u,y .S-td I b2 -L t'(pt j r'IOD u " J,Jst•P1 I ,--;;-, ~/tf f YP /JI/ J,·IY/~ns,i,is, fo J, optJrov,,/ ,n ,,ahel.l h., II,, oM '°""-tr "7J't.j, fi i... '..'.__ (,, {Y { 7 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 IRRIGATION DETAILS 17 XFS Dripline Maximum Lateral Lengths (Feet) NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. CLEAN COMPACTED BACKFILL (2) WARNING tAl>ES FINISHED GRADE~ ,--....,.-...,...-,---_,_-----t_,--.,.......,... '11-11~~ UNDISTURBED SOIL.---._11~ ~ I • ... I • N N ~ I LATERAL LINES ----.--rl-,-ll """11-,-'1 ,1,-1-i( --11-111-11111 I MAINLINE AND -------1++--+++----"' I" 'I CONTROL WIRES • I 1=111=1 = = I 1=1 I 1=111=1 -111-111-1 -1-111-111-1 TAPE CONTROL WIRES TO MAINLINE 10 FEET ON CENTER I s" I DEPTHS SHOWN ARE FOR IN GROUND INSTALLATIONS. ON STRUCTURE INSTALL PIPING AT DEPTH SHOWN OR AT CONCRETE SLAB DEPTH. PIPE INSTALLATION 10 0) FINISH GRADE/TOP OF htULCH G) VALVE BOX W/ BOLT DOWN COVER: RAIN BIRD VB-STD HEAT BRAND VALVE # ONTO LID. 0 30-INCH LINEAR LENGTH OF WIRE, COILED 0 WATERPROOF CONNECTION: RAIN BIRD DB SERIES 77"77b-r.:'IF""'i""F'~"'F"'""'F'""'f'""""""F"'i"''Fl'~~,,,¼-.;1/,"'✓,;"'® 1-INCH BALL VALVE (INCLUDED IN 'c0' © XCZ-PRB-100-COM KIT) / )/ 6 ID TAG 0 REMOTE CONTROL VALVE: RAIN BIRD PESB-R-PRS-D WITH ,,;-, PRESSURE REGULATING MODULE I.V PRESSURE REGULATING QUICK CHECK BASKET FILTER: RAIN BIRD PRB-QKCHK-100 (INCLUDED IN ,..J"-;:;-----jlt-...l!C:::11LJJC=JU---"?::c,-UL--=-'arc>==aacc-_J![l -d:---\I-------;;' XCZ-PRB-100-COM KIT) , N'!) ® PVC SCH 40 FEMALE ADAPTOR \Jo ,:'§i O\Jo&o<5c5 o~~@ LATERAL PIPE @ PVC SCH BO NIPPLE (LENGTH AS REQUIRED) @ PVC SCH 40 Ell @ PVC SCH BO NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL @ PVC SCH 40 TEE OR ELL CLEAN COMPACTED BACKFILL (2) WARNING tAl>ES PAVING, BY 0TH ERcr---...._'T'O:c..,.,,.-•• ,,,/ ..,.,,.-.-_..,.,,.-..,.,,.-..,.,,.--+..,.,,.-..,.,,.-t-;---,---,---,-,,,-, / -11-11 36 VEHICLE 111 UNDISTURBED SOIL 12" PEDESTRIAN 36" VEHICLE -111 18" PED STRIAN _ --11-l_ • N ~ -LATERAL LINE IN SLEEVE ·11--SCH. 40 FOR PEDESTRIAN . -- . ---- SCH 80 FOR VEHICLE -- -- j 111 II -,-111 CONTROL WIRES = = 1-111-IN SCH 40 SLEEVES - --- MAINLINE SLEEVE SCH 40 UNDER PED'=Es=T=R-IA-N ~P-AV-IN""'G=...J-1-111 MAINLINE SLEEVE SCH 80 UNDER VEHICLE PAVING I 111 TAPE CONTROL WIRES TO MAINLINE 1 0 FEET ON CENTER I , 5• , I DEPTH AS SHOWN OR ON CONCRETE SLAB FOR ON STRUCTURE INSTALLATION. SLEEVES THROUGH WALLS BY OTHERS. ® SLEEVE INSTALLATION 12-24 STATION CONTROLLER ® @ MAINLINE PIPE @ 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL @ PVC SCH BO NIPPLE, CLOSE ® 3" PVC CONDUIT /SWEEP FOR CONTROL WIRES TO VALVES L EXISTING CONDUIT FOR CONTROL WIRES TO EXISTING VALVES DRIP VALVE ASSEMBLY CONTROLLER ENCLOSURE N.T.S 7 _J 0 PVC EXHAUST HEADER @PVC SCH 4D TEE OR EL (TYPICAL) @ BARB X MALE FITTING: r.-, RAIN BIRD XFD-MA FITTING (TYPICAL) \V FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR "XFS f.'I FLUSH POINT WITH BALL VALVE" \.V PERIMETER OF AREA ® PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA 0 PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT ® (SIZED TO MEET LATERAL FLOW DEMAND) PVC SUPPLY MANIFOLD ® CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL) -SEE INSET A @suB-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFS DRIPUNE NON-POTABLE: XFSP DRIPLINE @½" POLYETHYLENE BLANK TUBING: RAIN BIRD XF SERIES BLANK TUBING @BARB X BARB INSERT TEE OR CROSS: RAIN BIRD XFD-TEE OR ~ RAIN BIRD XFD-CROSS (TYPICAL) ~ AIR RELIEF VALVE: RAIN BIRD AR VALVE KIT SEE RAIN BIRD DETAIL "XFS AIR RELIEF VALVE KIT" OR "XFS AIR RELIEF VALVE KIT IN PVC HEADER" @BARB X FEMALE FITTING: RAIN BIRD XFD-TFA-075 FITTING @¾" PVC NIPPLE, LENGTH AS NECESSARY 12" Spacing 18" Spacing 24" Spacing Inlet Pressure Nominal Flow (GPH) Nominal Flow (GPH) Nominal Flow (GPH) 14 .=-==cs psi 0.6 0.9 0.6 0.9 0.6 0.9 1 5 255 194 357 273 448 343 20 291 220 408 313 514 394 30 350 266 494 378 622 478 40 396 302 560 428 705 541 NOTES: INSET A 50 434 333 614 470 775 594 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN "'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEVATION. SEE RAIN BIRD XF-SDI DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. ® XF s SUB-SU RF A CE D Rl'Pi.iNE VALVE TO BE INSTALLED AT HIGH POINT OF AREA. ~-----FINISHED GRADE IN TURF AREAS ----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. ~-BALL VALVE/ GATE VALVE, SEE LEGEND FOR SPECIFICATION -FINISHED GRADE IN SHRUB AREAS (_--,.-...J;;;~~~cJ----';--~~~_j---PRESSURE SUPPLY LINE DEPTH AS PER SPECS. '---PVC MALE ADAPTER ~--------LANDSCAPE FABRIC ~---------3/4" ROCK, 2 CUBIC FT. NOTE: SECTION VIEW NI S BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL BALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. @) BALL VALVE 0 4"-6" T 0 2 3 4 0 ® NOTES: EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE SUB-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPLINE INLINE DRIP EMITTER TIE DOWN STAKE: RAIN BIRD TDS-050 WITH BEND (TYPICAL) SEE NOTES BELOW FOR SPACING TURF /FINISH GRADE OR SHRUB BED WITH MULCH 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES. @ SUB-SURFACE DRIPLINE BURIAL PREPARED BY: APPROVAL RECOMMENDED: Michael Baker dlJJL...__________ MIKE PISANI @ INTERNATIONAL SIGNATURE SEP. JO 2015 RENEWAL DATE JOHN ANDREW RLA 3152 MUNICIPAL OPERATIONS DEPARTMENT 14725 Alton Parkway, Irvine, CA 92618 DESIGNED: DRAWN: Phone: (949) 472-3505 • MBAKERINTL.COM J. ANDREW M. HAN '"c_H_E_C-KE_D_: ---DA_T_E_: ---1 DATE: _______ _ J. ANDREW NOTE: ~----FINISHED GRADE IN TURF AREAS ----PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND ·ocv· ONTO LID. -FINISHED GRADE IN SHRUB AREAS 4" MIN. I I 1111 -"<."\=;~---~+..k9+--0UICK COUPLER VALVE SEE LEGEND FOR SPEC. ..---ilt----GALV. PUNCH LOC (2 REO.) llj:a/,;.--1-----BRASS NIPPLE (LENGTH AS REO.) ..__,..--BRICK SUPPORTS ;L,,---BRASS TRIPLE SWING JOINT (SIZE PER QCV) USE TWO STREET ELLS, ONE NIPPLE (6" MfN. LENGTH), AND ONE THREADED ELL FO~ ASSEMBLY =-J-_;.--t.1AINLINE, SEE SPECS. 11--------#4 x 36" REBAR STAKE ~-------LANDSCAPE FABRIC ~---------3/4" ROCK, 1 CUBIC FT. SECTION YIEW -N.T.s. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. QUICK COUPLER VALVE SHEET OF E C: 0 ..c:: CJ' ""Cl Q) E CJ .c 0 E E CJ I") N <D -'-.. N -'-.. 0 CJ' " ""Cl D I Lt) -I r---0 I") 0 I") / -r---(X) (X) Lt) I") 0 ""Cl ,/ E C: 0 .c CJ' ""Cl Q) E CJ .c 0 E ,/ en ~ u Q) -~ 0 L Q_ I L Q) _y_ CJ ..CJ ,/ CJ u 0 ,_!_ (X) > " Q_ ,/ u R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 PLANTING DETAILS 18 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. ';"'T"'l'_,,.......,_,_m 2X ROOTBALL DIAMETER PLANTING /STAKING 11=11-11 -r 11-11. I l:-1- CD TREE ROOTBALL. a-, DIG PLANTING PIT TWO TIMES TI-E ~DIAMETER AND ONE TIMES THE DEPTH OF TI-E ROOTBALL. SCARIFY SIDES OF PLANT PIT. r;-, SET THE ROOTBALL IN THE PL~TING \,:VPIT SO THAT ROOT CROWN IS 1 ABOVE FINISH GRADE. r.;\ PLACE BACKFILL MATERIAL PER THE \VSPECIFICATIONS~ TAMPING AND SETTLING AROUNu ROOTBALL. ® PLANTING TABLETS PER THE SPECIFICATIONS. © CREATE 4" IRRIGATION BASIN AT THE EDGE OF THE PLANTING PIT. (j)IRRIGATE WITH HOSE TO SETTLE BACKFILL AND BERM~ FILLING BASIN. TAMP TO REMOVE Alt< POCKETS AND ADD ADDITIONAL BACKFILL AS NECESSARY. @ STAKE BELOW CROWN OF TREE. ®TREE TIES (4 PER TREE) -V.I.T. PRODUCTS CINCH-TIE OR APPROVED EQUAL. @) 2" DIAMETER X 12' LONG}LODGEPOLE PINE STAKE (2 PER TREE INSTALLED OlJfSIDE OF THE TREE ROOTBALL. LOCATE STAKES PARALLEL TO THE DIRECTION OF TI-E PREVAILING WIND AND DRIVE FIRMLY INTO THE SUBGRADE A MINIMLM OF 3 . ®ROOT BARRIER (IF REQUIRED) PER,, THE SPECIFICAtIONS. INSTALL 3 BELOW TOP OF PAVEMENT. @ 3" LAYER OF BARK MULCH. INST6LL FLUSH WITH TOP OF CURB AND 3 AWAY FROM TREE CENTER. r,:;-._ CONCRETE CURB AND GUTTER OR \!.:VsrDEWALK PER TI-E CONSTRUCTION PLANS. @EXISTING SUBGRADE. N.T.S. 11 DE ROOIBALL ""'.II \....---=,~m~ ,,ill,.,J11_ -1 2X ROOIBALL DIAMETER B SHRUB PLANTING CD SHRUB ROOTBALL. a\ DIG PLANTING PIT TWO ~ TIMES THE DIAMETER AND ONE TIMES THE DEPTH OF THE ROOTBALL. SCARIFY SIDES OF PLANT PIT. @ SET THE ROOTBALL IN t~~r~iiVN8Rb~Nsl~ 1" ABOVE FINISH GRADE. © PLACE BACKFILL MA TE RIAL PER THE SOIL TESTING REPORT~ TAMPING AND SETTLING At<OUND ROOTBALL. ® PLANTING TABLE TS PER THE SPECIFICATIONS. © CREA TE 4" IRRIGATION BASIN AT THE EDGE OF THE PLANTING PIT. (j) IRRIGATE WITH HOSE TO SETTLE BACKFILL AND BERM, FILLING BASIN. TAMP TO REMOVE AIR POCKETS AND ADD ADDITIONAL BACKFILL AS NECESSARY. @ 3" LAYER OF BARK MULCH PER THE SPECIFICATION?- INST ALL BARK MULCH 1 ~~LR IA ~orRgi ~~~~TAND CENTER. ® EXISTING SUBGRADE. Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM N.T.S. SIGNATURE SEP. JO 2015 RENEWAL DATE ½ OF D J, • • " D/ \D . ---~ . . D • • • • • PLAN YJEW SEC TI ON YI EW NOTES: (DPAVING/WALL EDGE. @SHRUB OR GROUNDCOVER PLANT. h'I SOIL BACKFILL MATERIAL \:V PER THE SPECIFICATIONS. fA'I PLANTING TABLE TS PER \V THE SPECIFICATIONS. ®IRRIGATE WITH HOSE TO SETTLE BACKFLL AND BERM, FILLING BASIN. TAMP TO REMOVE AIR POCKETS AND ADD ADDITIONAL BACKFILL AS NECESSARY. © 2" LA YER OF BARK MULCH PER THE ~f'ECIFICA TIONS. INSTALL 3 AWAY FROM TREE TRUNK. 1. INSTALL PLANTS SPACED EQUIDISTANT (D) FROM EACH OTHER AS INDICATED IN THE PLANT LEGEND. 2. TRIANGULAR SPACING MAY NEED TO BE ALTERED IN NARROW PLANTING AREAS PER THE DIRECTION OF THE RESIDENT ENGIENER. ® GR0UNDC0VER SPACING PREPARED BY: APPROVAL RECOMMENDED: JOHN ANDREW MIKE PISANI N.T.S. 1---R_L_A"T3_15_2 __ __,,MUNICIPAL OPERATIONS DEPARTMENTl--------------------r--------; DESIGNED: DRAWN: J. ANDREW M. HAN CHECKED: DATE: J. ANDREW DATE: ______ _ SHEET OF E C 0 .c a> " " E 0 .c 0 E E 0 ..;--N <D --....._ N '-. -0 a> ;, " 0 a. I <D -I r---0 r<) 0 r<) / -r---(X) (X) en r<) 0 " ,/ E C 0 .c a> " " E 0 .c 0 E ,/ en ~ u " -~ 0 L "r L " .Y. 0 ..CJ ,/ 0 u 0 . .!. (X) > ;, Q. ,/ u 15' 10' 5' o· -5' 0 u > "' 11. -..,. 0 U1 "' ,.._ > "' w + __J ,.., w DATUM ELEV --10' 20' 0 " • ' I I 4+00 N U1 ..,. 0 + ..,. (0 (0 "' "' 0 - 'w __J w BB--i 180'-0" vc G1-+8.43% G2--8.35% RC - I I 4+50 'v 9.32% / STA. PROFILE GRADE SCALE: 1" = 10' -0" TOTAL LENGTH OF BRIDGE MEASURED ALONG~ PARK AVENUE= 110'-0" 40 ·-o· 35'-o" BRIDGE TOP OF LIGHT ING SIDEWALK (TYP) I I ! I ______ 0 ~--------_ I I 5+00 35'-Q" I I N ,.., U1 ,.._ ..,. 0 --U1> w (0 __J WW c----EB J ~~~~~:;~M.:·.;L~-L:,;.:-W:,;-~;;,_,;=1~0~' =.:':!::_:f!=pf=-=:.:::==-lt::::-===.::::..:=-:~_[~~.::.r-S:::.:=-==~M_;,;. L~-_;;L._;,. W;;,_:a:::·=:::ID~2::.:-~;:i -.,..J"----===L.=tc.,+,' lcrfr-,' -..:: -- - - -- --1... TOP OF -- - - ---1·, .. rrl! ,ht=~===-~-- __ , ___________ I I Ii! I DECK ;,. ~~~~~x ' !Ii I I ================= llL i _/ '. 11l I f'-24" ~ SECANT I I ,,;-:--I CONCRETE ~GRAND CANA~-----~--t---_/j I,+' L+Ju' FACING 30• DIA EXISTING CONC SEA LJ , , PILE ABUT WA LL (Typ) I I WALL (BEYOND) • (TYP) CIDH PILE I I I I ABUT4 w L...c,I PIER 2 PIER 3 ABUT 1 4+00 4+50 5+00 ELEVATION SCALE: 1" = 10'-0" ~ R/W ~ u > "' 11. "' ..,. 0 U1 "' ,.._ > ..,. w + __J U1 w I "'-EXIST CONC SEA WALL PROTECT-IN-PLACE (TYP) J_ • ~ ,,m-'"' '~~' --JSEE "STREET IMPROVEMENT PLAN" SHEET FOR RETAINING WALLS, STAIR AND PEDESTRIAN / I RAMP DETAILS (TYP) I I I I BB 4+04.52 El l V 10.85 I I I I I I I I I .l 4+00 -+-ttl I I I I I I I r I 1 + r r I 4 E.S.A. (EELGRASS)__/ SEE NOTE 1 (TYP) +-- PLAN N ' - • '? ~ If) "' ' 0 I -- ' 0~ . I /fl "' 5+00 EXIST CONC SEA WALL J PROTECT-IN-PLACE (TYP) "'I ~ " DI DI ~ ~ I I EB 5+14.52 ELEV 10.79 1 SIDEWALK (TYP) VR/W 1 '-2" 1 • -2" ' ' ~If) 'l' xW < -:::, Q'. N ~~ 6'-0" SW ' "' 1% ~LIGHT= EDGE OF DECK Cc e, - I-- 6'-0" 1% • 0 -~ - RECTANGULAR PC/PS GIRDER (TYP) 36'-4" 11 • -o" 11 '-0" f---~ PARK AVE=~ BRIDGE , 1 6'-o" SW FAUX ARCH FASCIA (TYP) RECTANGULAR PC/PS GIRDER (TYP) TYPICAL SECTION {AT PIERS) 11 '-0" "' ' ~ ,.._ 0 //y , _LJ ft - SCALE: 1/4" = 1 '-0" 35'-4" ~LIGHT= EDGE OF DECK 11 '-Q" s'-o" 1 '-2" w 1---~ PARK AVE = ~ BRIDGE ~ I 1% 1% I " ' ( ) . • e ) i -2 '-1" MIN AND VARIES, SEE NOTE 1 1% / • • ,o, ft ---..::'. --- ~ NOTES. 1. MIN IMUM DIMENSION INDICATES STRUCTURE DEPTH AT ABUTMENTS AND PIERS (GIRDER ENDS). 2. FOR DETAILS NOT SHOWN SEE "TYPICAL SECTION" (AT PIERS). 3. SEE "BRIDGE TYPICAL SECTIDN" SHEET FOR GIRDER SPACING. TYPICAL SECTION {BETWEEN PIERS) SCALE: 1/4" = 1 '-0" NOTES: UTILITIES : 1. SEE THE FOLLOWING REFERENCES FOR E.S.A. (ENVIRONMENTALLY SENSITIVE AREA) LIMITS AND REGULATIONS DETAILS: A. U.S. COAST GUARD ADVANCED APPROVAL (SEPTEMBER 15, 2015). B. CALIFORNIA COASTAL COMMISSION COASTAL DEVELOPMENT PERMIT 5-14-1668 (ISSUED AUGUST 5, 2015). C. SANTA ANA REG IONAL; WATER QUALITY CONTROL BOARD FILE NO. 3020 14-18 (ISSUED MARCH 16, 2015). lli] 8" WATER (§] 3" GAS II] 5" ELECTRICAL (TOTAL 2) OJ 1½" LIGHTING (TOTAL 3) II] 4" TELEPHONE (AT & T) [iil 2" TV (TIME WARNER CABLE, TWC) (TOTAL 2) LEGEND : G) STRUCTURE APPROACH SLAB TYPE EQ (10) @ SLAB ACCESS OPENING Cl) LIGHT FIXTURE (1) PAINT "BRIDGE NO. 55C-0015" R/W RIGHT OF WAY LINE ' 'I l • l I ' E C 0 .c en " " E 0 .c 0 E E 0 ,.., 0 en • " ll. 0 I Q'. (0 I ~ -,: I ~ ~ 0 ll. I ,.._ 0 n 0 n / "' "' ..,. U1 ,.._ ,.., 0 " / E C 0 .c en " " E E.S.A. (ENVIRONMENTALLY SENSITIVE AREA) 0 .c 0 E / 00 .-------------~=~------r:=;:;:------r-------------___;;;,C....;-6;_;,1,.;;,,,55---1t PREPARED BY REv1EWED PARK AVENUE BRIDGE REPLACEMEN T ~ SCALE: 1" = 10 '-0" Michael Baker " ~ I"-,s-.-,7.s'.N~ GENERAL PLAN ~ SRINIVASSA RAO KOTHA FONG TSE, RCE 56980 g NOTE: I N T E R N A T I O N A L No. 67848 RCE 67848 PRINCIPAL CIVIL ENGINEER 1---------------------""T-~~~~-=-1 1 Exp. 6-30-17 THE CONTRACTORSHALLVERJFYALL 14725AltonParl<way,lrvine,CA92618 . ~ DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-6062-S 'l/ CONTROLLING FIELD DIMENSIONS Phone: (949) 472-3505 · MBAKERINTL.COM C/Vlc~ R. KOTHA J. PADILLA 1-,.,;_~_,;;,..;.,;._=-i • BEFORE ORDERJNGORFABRJCATING OFcAL I-C_H __ E.,.CK--E.,..D:--t-.,-DA""T""E:--"""1 DATE:_______ PUBLIC WORKS DEPARTMENT SHEET 19 OF 45 ? LAN=Y~MA~TE=RJA~L~· ____________ J _____________________________________________________________ _JL _______________________ .1--'S::._. !!M!.elC'"HA~L2SK~IL-_ __.!!.!01L1""1"'1~6L-________ _J,_ ____________________ __,_ ______ ~ u ) f I. f I I . . 1. , . r I' . ' I .. · r· I I: l ' ' ' MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 20 DECK CONTOURS AND GENERAL NOTES f----lj)_ ABUT 1 f----lj)_ PIER 2 X X X X X 4 0 4+50 II I I I I f----lj)_ PIER 3 X X Ii)_ PARK A VENUE f----lj)_ ABUT 4 X X _n -.l. 0 . EB X APPROACH SLAB L--,\---1---\--1~----',------'l-~~-------7'---------t----t-f-~t--t-t-t--t-t-t-t-t- APPROACH SLAB =-= X X =-~ ~ X X X X X NOTES: 1. X DENOTES 10' INTERVALS ALONG Ii)_ ROADWAY. 2. CONTOUR INTERVAL IS 0.10'. 3. □ DENOTES EVEN FOOT CONTOUR. LEGEND STRUCTURAL CONCRETE, BRIDGE (f'c = 5,000 PSI@ 28 DAYS). STRUCTURAL CONCRETE, BRIDGE (f'c = 5,000 PSI@ 28 DAYS). STRUCTURAL CONCRETE, BRIDGE FOOTING (f 'c = 3,600 PSI@ 28 DAYS). I 1111111111 STRUCTURAL CONCRETE, APPROACH SLAB (f'c = 4,000 PSI@ 28 DAYS). . I CAST-IN-DRILLED-HOLE CONCRETE PILE AT PIERS (f'c = 4,000 PSI@ 28 DAYS). f'c = 4,000 PSI (STAGE 2 PILES), t'c = SEE SPECIFICATIONS FOR STAGE 1 PILES. PRECAST PRESTRESSED GIRDER (SEE "PRESTRESSING NOTES" ON "PRECAST PRESTRESSED CONCRETE GIRDER DETAILS NO. 1" SHEET FOR STRENGTH). STRUCTURAL CONCRETE, RETAINING WALL (f'c = 3,600 PSI@ 28 DAYS). 2010 CAL TRANS STANDARD PLANS RSP RSP RSP A10A A10B A10C A10D A10E A62C ABBA B0-1 B0-3 B0-5 B0-13 B6-10 B7-11 B14-3 ES-7M ES-7N ES-BA ES-BB ES-9A ES-9B ES-9C ES-9D ABBREVIATION (SHEET 1 OF 2) ABBREVIATION (SHEET 2 OF 2) LINES AND SYMBOLS (SHEET 1 OF 3) LINES AND SYMBOLS (SHEET 2 OF 3) LINES AND SYMBOLS (SHEET 3 OF 3) LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL -BRIDGE CURB RAMP DETAILS BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS UTILITY OPENING INT-GIRDER UTILITY DETAILS COMMUNICATION AND SPRINKLER CONTROL CONDUITS ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARD -DETAIL NO. 1) ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARD -DETAIL NO. 2) ELECTRICAL SYSTEMS (PULL BOX) ELECTRICAL SYSTEMS (PULL BOX) ELECTRICAL SYSTEMS (STRUCTURE PULL BOX INSTALLATIONS) ELECTRICAL SYSTEMS (CONDUIT RISER AND EXPANSION FITTING, STRUCTURE INSTALLATIONS) ELECTRICAL SYSTEMS (STRUCTURE PULL BOX) ELECTRICAL SYSTEMS (STRUCTURE PULL BOX INSTALLATIONS) STANDARD PLAN SHEET NO. DECK CONTOURS SCALE: 1" = 10'-0" PC PS CONC GIRDER (TYP) SEE "PRECAST PRESTRESSED CONCRETE GIRDER DETAILS NO. 1" SHEET CONCRETE STRENGTH AND TYPE LIMITS NO SCALE ABBREVIATIONS P/S, PS P/C, PC DIAPH CJ CJP R/C, RC PRESTRESSED, PRESTRESSING PRECAST DIAPHRAGM CONSTRUCTION JOINT= CONST JT CAST-IN-PLACE REINFORCED CONCRETE X X X PEDESTRIAN RAMP WALL (TYP) INDEX TO PLANS SEE "TITLE SHEET" FOR LIST OF PLAN SHEETS. GENERAL NOTES LOAD AND RESISTANCE FACTOR DESIGN DESIGN: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 2012 (SIXTH EDITION) WITH CALIFORNIA AMENDMENTS (AASHTO-CA BDS-6). SEISMIC DESIGN: CALTRANS SEISMIC DESIGN CRITERIA (SDC). VERSION 1.7, APRIL 2013. DEAD LOAD: INCLUDES 35 PSF FOR FUTURE WEARING SURFACE. LIVE LOADING: HL93 W/ LOW-BOY AND PERMIT DESIGN VEHICLE. SEISMIC LOADING: REINFORCED CONCRETE: PRESTRESSED CONCRETE: ~ O' ~ z 0 ~ f-< Ct:: w ...J w u u < ...J < Ct:: f-u w a. (f) 1. 4 1. 2 1. 0 - 0.8 - 0.6 - 0.4 - SOIL PROFILE: VS 30 = 886 FT/SEC IN UPPER 100 FEET OF SOIL. PEAK GROUND ACCELERATION: 0.62g I I ,~ I ' -\ ~ \ "-"~----..............__ --0.2L 0.0 ,--·.---.---.---.--------- - 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 PERIOD (SECONDS) LATITUDE= 33.6057" LONGITUDE= -117.8890" DAMPING RATIO= 5% MAGNITUDE M = 7.0 fy = 60.000 PSI f'c = AS NOTED ON THIS SHEET. SEE "PRESTRESSING NOTES" ON "PRECAST PRESTRESSED CONCRETE GIRDER DETAILS NO. 1" SHEET. ALL MILD REINFORCEMENT AND PRESTRESSING STEEL SHALL BE EPOXY COATED. PILE DATA: CONSTRUCT I ON: SEE "PILE DATA" TABLE ON "FOUNDATION PLAN" SHEET. BRIDGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS, AND THE PROJECT SPECIAL PROVISIONS. E C 0 .c "' " <I) E Cl .c 0 E E Cl st 0 ~ ~ "' 3: " >-' z 0 0 I "' 0 w 0 I Ct:: m I ~ <( I .Y ... Cl 0.. I " 0 r<J 0 r<J / Ol 00 st LO " r<J 0 ;;, E C Cl .c "' " <I) E Cl .c 0 ,> "' ~ u <I) ------------------------..-------------------..-----------------------------·a DETAIL NO. PREPARED BY: REVIEWED: 0 10' 20' NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM ... ~o I( No. 67848 Exp. 6-30-1 CIVIi, \L.. ;S'lS'\"k>\J'~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: R. KOTHA J. PADILLA CHECKED: DATE: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER DATE: ... "r ... <I) .Y Cl :3- Cl u 0 -----------------------------11 ~ --------1"' CL SHEET OF / .._ ______________________________________________________________________________ .._ _______________________ .._....;;;..=;.;;.;;;='---...;..c'-'-'-'-"'-'---------....._--------------------....._--------'u S. MICHALSKI 01 11 16 0 NOTE: STAGE 6B1 REMOVE AND ' RECONSTRueT APPROACH RAMPS NOTES: ~ STAGE 5A_/ NEW COLUMNS ['_STAGE 3 SECANT PILE WALL v 110' (NEW BRIDGE) 100'+/-(EXISTING BRIDGE) NO DROP ZONE -SEE "PROTECTIVE SHIELDING" NOTES STAGE 5B NEW SUPERSTRUCTURE (ERECT PC GIRDERS, AND POUR DECK SLAB ( 'STAGE 6B CONSTRUCT NEW SIDEWALK AND BARRIER r-------..' , ......__TEMPORARY CASING, SEE NOTE 3 (TYP) STAGE 1 _/ ·--r-...._~-t--- 30" DIA CIDH PILES c.c ELEVATION SCALE: 1" = 10' -0" I'-.___ EXISTING 16" PILE (TYP) STAGE 1 30" DIA CIDH PILES 1. EXISTING BRIDGE INFORMATION SHpWN JS SCHEMATIC AND FOR GENERAL INFORMATION ONLY. CONTRACTOR SHALL REFER TO AS-B~ILT PLANS AND FIELD VERIFY ALL INFORMATION PRIOR TO PLACING A BID AND COMMENCING CONSTRUCTION. 2. IT IS BROUGHT TO THE ATTENTJON IOF THE CONTRACTOR THAT THE BRIDGE DETAILS IN ITS "AS-EXISTING" CONDITION ARE SLIGHTLY DIFFERENT THAN THE INFORMATION IN THE "AS-BUILT" PLANS. THE CONTRAC T©R SHALL FIELD VERIFY AND QUANTIFY ANY AND ALL INFORMATION AS DEEMED NECESSARf BASED ON HIS/HER JUDGEMENT . THE CITY IS NOT RESPONSIBLE FOR ANY DISCREPANCI ES BETWEEN THE "AS-BUILT" PLANS AND "AS-EXISTING" CONDITION . 0 " 10' R/W_/'! ______ ij STAGE 6B N89°11'28"W 4+00 lj)_ PARK AVE R/W 20' NO DROP ZONE =I ~o..l :I ~I ~ ~I :":::,< I "'w~ .._9-~w"' ~:::,;:, I ~ >-, -: -TEMP WATERMAJN, SEE ~ ~ 1~ "DOMESTIC WATER CD ' xw o.. o..-0:: RELOCATION PLAN" SHEET 'a\!• ::1 ~·~ ~ ~ ~1 :~~=p~~~~===':=-~-~~-~ -~ NEW DECK EDGE EXISTING DECK E ' ~ 0 0.. I >-• f- (TYP) (TYi") STAGE 4A TEMPORARY STEEL SHEETING/COFFERDAM, ( INSTALLATION SHEETING BY DRIVING IS NOT • PERM IT TED) , (TYP) ~EXIST CONG SEA WALL PROTECT-IN-PLACE (TYP) I PLAN • 0 "' ·' V) ====="An?;IJ ' 0 7/~vl1/?577"/2~&/'.01/.' 0 lj)_ EXISTING GIRDERS _.,.,,.-E . S . A (EELGRASS) / SEE NOTE 2 (TYP) EXIST CONG SEA WALL~ PROTECT-IN-PLACE (TYP) SCALE: 1" = 10' -0" THE CONTRACTOR SHALL VERIFY ALL CONTROLLING AELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. r--.._ STAGE 6B REMOVE AND RECONSTRUCT APPROACH RAMPS '---ST AGE 4A TEMPORARY STEEL SHEETING (COFFER DAM) (TYP) ' ~ R/W ~---- R/W -------,. SPAN 1 OR SPAN 3 3'-6" ' 3'-0" I STAGE 5B SPAN 2 • PC/PS GIRDER (TYP) ,--lj)_ TEMP SUPPORT BEAM lj)_ PIER COLUMN (TYP) CONCEPTUAL TEMPORARY SUPPORT SCALE: 1/4" = 1'-0" NOTES: 1. ALL DETAILS OF NEW SUPERSTRUCTURE ARE NOT SHOWN FOR CLARITY. 2. SEE THE REFERENCES NOTED ON "GENERAL PLAN" SHEET FOR E.S.A. (ENVIRONMENTALLY SENSITIVE AREA) LIMITS AND REGULATIONS DETAILS. 3. CONTRACTOR SHALL DETERMINE THE NEED FOR TEMPORARY CASING AND ITS LIMITS BASED ON HIS/HER CONSTRUCTION MEANS AND METHODS . COST OF CASING JS INCIDENTAL TO THE RESPECTIVE BID ITEM, AND IT WILL NOT BE PAID SEPARATELY. LEGEND: EXISTING NEW ~ EXISTING SUPERSTRUCTURE AND APPROACH BARRIER REMOVAL. ™ EXISTING SUBSTRUCTURE AND APPROACH RAMP WALL REMOVAL . SUGGESTED CONSTRUCTION SEQUENCE STAGE 1 2 3 4A 48 5A 5B 5C 6A 6B CONSTRUCTION ACTIVITY CORE DRILL THROUGH THE EXISTING DECK AND INSTALL 30" DIA CIDH PILES TO THE LIMITS SHOWN ON THE PLANS. REMOVE THE EXISTING BRIDGE. DRILL AND INSTALL 24" DIA SECANT PILES BEHIND THE EXISTING SEA WALLS. INSTALL COFFERDAMS USING TEMP STEEL SHEETING. REMOVE THE EXISTING SEA WALLS, AND EXISTING PILES TO THE LIMITS SHOWN. CONSTRUCT NEW PIER COLUMNS, AT PIER 2 AND PIER 3. CONSTRUCT NEW SUPERSTRUCTURE. SEE SUPERSTRUCTURE CONSTRUCTION SEQUENCE NOTES ON THIS SHEET . CONSTRUCT SIDEWALK AND BARRIER . INSTALL UTILITIES. REMOVE AND RECONSTRUCT APPROACH RAMPS. 30'-4" 1 '-3" 3' -11" 20'-o" 3'-11· 1 •-3" ~lj)_ PARK AVE TOP OF EXISTING I AND NEW DECK NOTE: NEW PC/PS GIRDERS ARE NOT SHOWN FOR CLARITY. TYPICAL SECTION SCALE: 1/4" = 1 '-0" PROTECTIVE SHIELDING NOTES: 1. DUE TO THE CONDITIONS AND ACTIVITIES EXISTING AT THE LOCATION OF THE CONTRACT, THE CONTRACTOR WILL BE REQUIRED, IN ADDITION TO COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS, TO PROVIDE AND MAINTAIN A SPECIFIC LEVEL OF PROTECTION IN CERTAIN AREAS AS DESCRIBED BELOW: 2. THE CONTRACTOR SHALL PROVIDE, MAINTAIN, AND REMOVE PROTECTIVE SHIELDS AS AND WHERE DEEMED NECESSARY WITHIN THE "NO DROP ZONE" LIMITS SHOWN. THE CONSTRUCTION OF PROTECTIVE SHIELDS SHALL BE SUCH AS TO PREVENT ANY DUST, DEBRIS, CONCRETE, FORMWORK, PAINT OR TOOLS FROM FALLING ON THE WATERWAY AND PROPERTY BELOW AND ADJACENT TO THE STRUCTURE . 3 . THE PROTECTIVE SHIELDS SHALL BE DESIGNED AND CONSTRUCTED TO WITHSTAND DEMOLITION LOADING OF NOT LESS THAN 200PSF. 4 . THE PROTECTIVE SHIELDS SHALL BE ERECTED PRIOR TO THE START OF ANY WORK OVER THE PARTICULAR AREA. THE ENGINEER WILL BE THE SOLE JUDGE AS TO WHETHER OR NOT SUFFICIENT PROTECTION HAS BEEN PROVIDED TO PERFORM THE WORK OVER ANY PARTICULAR ARE. 5. THE PROTECTIVE SHIELDS SHALL REMAIN IN PLACE UNTI L ALL WORK OVER ANY PARTICULAR AREA HAS BEEN COMPLETED AND SHALL BE REMOVED ONLY WHEN ORDERED BY THE ENGINEER. PRIOR TO REMOVAL, THE PROTECTIVE SHIELDS SHALL BE CLEANED TO THE SATISFACTION OF THE ENGINEER . 6. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR WILL BE REQUIRED TO SUBMIT THE DETAILS OF THE ABOVE-NOTED METHODS OF PROTECTION FOR ENGINEER'S REVIEW AND APPROVAL. 7. THE CONTRACTOR MAY BE REQUIRED TO PROVIDE VERTICAL PLASTIC CURTAIN OR ANY OTHER SUITABLE MEANS, APPROVED BY THE ENGINEER, IN ORDER TO CONTROL AND CONFINE AIRBORNE DUST RESULTING FROM DEMOLITION OF DECK SLAB, WITHIN THE LIMITS OF WORK AREA . NEED FOR THE USE OF VERTICAL CURTAINS WILL BE DETERMINED BY THE ENGINEER BASED ON THE CONTRACTOR'S MEANS AND METHODS OF THE EXISTING BRIDGE REMOVAL. 8. THE COST OF FURNISHING, INSTALLING, MAINTAINING, REMOVING AND DISPOSING OF TEMPORARY PROTECTIVE SHIELDS SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE ITEMS OF WORK FOR WHICH TEMPORARY PROTECTIVE SHIELDS ARE REQUIRED. NO SEPARATE PAYMENT SHALL BE MADE FOR THE TEMPORARY PROTECTIVE SHIELDS. SUPERSTRUCTURE CONSTRUCTION SEQUENCE AND NOTES (STAGE 5B): 1. THE TEMPORARY SUPPORTS AT THE PIER ARE PLACED: EACH PRECAST GIRDER IS SIMPLY SUPPORTED ON TEMPORARY SUPPORTS AT THE ABUTMENTS AND PIERS. THE CAPACITY OF THE TEMPORARY SUPPORT SHALL NOT BE LESS THAN THE TOTAL DEAD LOAD PLUS A CONSTRUCTION LIVE LOAD OF 5 KIPS AT EACH GIRDER LOCATION. THE MAXIMUM PERMITTED CONSTRUCTION LIVE LOAD IS 50 PSF. THESE LOADS GIVEN ARE SERVICE (UNFACTORED) LOADS. 2 . NO TEMPORARY PIER SUPPORTS ARE ALLOWED WITHIN THE GRAND CANAL . INSTEAD THE TEMPORARY SUPPORTS MAY CONSIST OF COLLAR BRACKETS, ATTACHED TO THE EXISTING OR NEW COLUMNS . ALL DESIGN AND DETAILS OF TEMPORARY SUPPORTS, INCLUDING EVALUATION OF THE EXIST ING COLUMNS (IF THEY ARE USED) SHALL BE SUBMITTED FOR ENGINEER'S APPROVAL PRIOR TO INSTALLATION . 3. THE PIER CAP BOTTOM FLEXURAL REINFORCEMENT AND STIRRUPS ARE PLACED. 4 . THE PRECAST PRE-TENSIONED GIRDERS ARE ERECTED INTO PLACE AND ARE RESTED ON THE TEMPORARY SUPPORTS AT PIERS AND ABUTMENTS . 5. THE REMAINING PIER CAP REINFORCEMENT IS PLACED. 6. DECK REINFORCEMENT IS INSTALLED. 7. CONCRETE OF DECK, END DIAPHRAGMS, AND PIER CAP SHALL BE PLACED MONOLITHICALLY . 8 . CONTRACTOR ATTENTION IS DIRECTED TO THE FACT THAT DUE TO SMALL SIZE OF PC PS GIRDERS, EDGE GIRDERS CAN NOT SUPPORT THE OVERHANG BRACKET AND THE BIDWELL MACHINE LOADS. CONTRACTOR SHALL SUBMIT ALTERNATIVE SUPPORT DETAILS AND CALCULATIONS FOR ENGINEER'S REVIEW AND APPROVAL . 9. THE TEMPORARY SUPPORT PROVIDED UNDER EACH GIRDER LOCATION CANNOT BE REMOVED UNTI L THE CAST-IN-PLACE DECK AND PIER CAP HAS BEEN PLACED AND ATTAINED A MINIMUM f 'c = 4.0 ksi . 10. THE CONCRETE SIDEWALK BARR IER IS PLACED AT LEAST 21 DAYS AFTER REMOVAL OF FALSEWORK. E C 0 .c "' " <l) E 0 .c 0 E E 0 .,. 0 ~ ~ 0 "' ~ " V) w (.') < f- (f) I f- (f) z 0 u I Q'. (D I '1,' 4C I ~ ~ 0 0.. I r--- 0 ,.., 0 ,.., / m ro .,. "' r---,.., 0 ~ E C 0 .c "' " <l) E 0 .c 0 3, w C-6155 i r-------------------------r:P:-:R:-:EP:-:A:-:R:-:EO:-;:-BY,-,-----r.::RE,-Vl:-:E:-:WE:-:0,-: ______ T" ___________________________ """i 2 Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTLCOM No. 67848 Exp. 6-30-17 C PARK AVENUE BRIDGE REPLACEMENT 9-~ <l) \"-;5-,,-.,,--:.,v-~ CONSTRUCTION STAGING DETAILS ! SRINIVASSA RAO KO THA FONG TSE, RCE 56980 8 RCE 67848 PRINCIPAL CIVIL ENGINEER o i---------------------T"--------1 1 DESIG~EO~OTHA DRAIJN:PADILLA CITY OF NEWPORT BEACH R-6062-S °' I ,. I I ,· I I I i l I I l I 1 I I \' l"C;::H:-:E:-:CK-::CE'::D"": -tD~A:-:TE,-: --=-, DATE:--------l"--------tJ, s. MICHALSKI 01 11 16 PUBLIC WORKS DEPARTMENT SHEET 21 OF 45 '---------------!-------------------------------------------------------------....&...----------------------....L-"'..:::!.:==L--...:::.==------------1-----------------------1--...:::....:...._..:....::----1u 0 111 'I. I 3 .75 I R/W ------~,----------------------- i;J ~t _Ii.., t-f.'io :::, ..,. "' <( 0 G1Z -/ EXISTING STORM DRAI N (TYP) ~/ .... -, N>-')_J,L-____ _ I c:s . .,,/, L,--"'(~,,_,_ ___ _ (TYP)_/ .E ' a, I DETAI L-A . ..,. - r--------l.J-------'5c!3c_' ::,3)_"--+-------------1:"'I I I • 1----------_JL_ __________ -\<~ij •¢ -__ j_ I'~ ---------------- 4+06 .52 /-<: I ~~ i ;< 'f t 4+00 --+--I L- ~fj , I ' N 2167938.50 i"~ ;<"'I ________ 17 ' E 6062604. 9 1 ~i;j -1----------------,lf---------i<l'f.l I f f I l<"'I ~~ ~; 1 53'-3" I ' I ------l , - ' I , 1 j ' I ' X <( ~ ' OJ ' . ' N a, @ (f) ~ ..J -0.. ' a, -w (!) <( t-(f) I OJ - X <( ~ ' OJ I . N C (f) ..J -0.. N w (!) <( t-(f) I a, - 33'-o" 0 4+39 .52 0 -e----.J--+- 0 N 2167,38.04 E 6062,337. 9 1 0 0 0 4+79.52 ~ PARK AVE\ Q N 89° 11 '28" ~ \_ -0 -~~ 0 0 - °"-EXISTING 0 COLUMN (TYP) 0 N 2167937 .47 E 6062677 . 90 0 EDGE OF DECK, J EXISTING (TYP) lw N ~~': w ..,. 0::10 ~,z ,~-•,,, ' OJ I . ' <O ,-~-,, , ' 0 ' I . ,.__ ' ' 0 ,~-. I . ,.__ \..,.1,,-I ' ,J,, OJ I . <O ',r' ' I 3.75 I ! R/W~ f--~ EXI STING PILES , __,.,.--E.S.A., 1 SEE NO TE 1 (TYP.) ' I PILE DATA TABLE ~ORMAL RESISTANCE CUT-OFF DESIGN TIP LOCATION PILE TYPE ' C0MPRESSION TENSION ELEVATION ELEVATION (KIPS) (K IPS) (FT) (FT) ABUTMENT 1 24" ¢ CIDH 130 0 8 .04 -38 (a) -23 (c) -33 (d) PIER 2 30" ¢ CIDH 600 0 -3.00 -59 (a) -27 (c) -53 (d) PIER 3 30" ¢ CIDH 600 0 -3 .00 -59 (a) -27 (c) -53 (d ) ABUTMENT 4 24" ¢ CIDH 130 0 7 .91 -38 (a)-(23 (c) -33 d) NOTES: 1 . DES IGN TIP ELEVATIONS A bE CONTROLLED BY THE FOLLOWING DEMANDS: (a) COMPRESSION, (c) SETTLEMENT AND (d) LATERAL LOAD. I I SPECIFIED TIP ELEVATION . .. (FT) z -~ -38 ' !iQ 13 -0 I . ..,. 59 ~13 -38 FOUNDATION PLAN {PAVEMENT {APPROACH SLAB 1~ 1 ELEVATION BOTTOM OF RAf.f' FOOTING EXCAVATION 1 l..::- 1 1 ·-o" BOTTOM OF :7 SCALE: 1" = 10'-0" {ABUTMENT r-. I • '-BOTTOM OF ABUTMENT WALL FACE ABUTMENT -· 0 0 - 0 0 X <( ~ ' OJ I . N @ CJl ..J -0.. N hi <( t-(f) I a, - EXISTIN~ SEAWALL TO REMAIN (TYP) : .,_ R/W I 4.00 • L _______________________________ _ X <( ~ ' OJ I . N ' C a, (f) 5+00 L.L ..J -0.. ' -a, w (!) <( t-(f) I OJ - ' ", I , ;< . ..,. r~~l:E ;c'i-------~5~3_•-..c:3'...." __ t------------L-------~-,-:: ;< I ;cb (j) i"i,j... ___________ L__ __________ _J l ~~ 5+12.52 L ________ _ 'f r~ ' I ;<?I ;< -------- N 2167937.01 E 6062710.90 ---- • a, I . ..,. - -------------------- + ' 33•-o· I I ' ' ,_ I I ~ EXISTING PI LES --1 n_-------------------------------- ~ ~ 14.00 I r- OG/FG ~1 1 RW/PL ---' 2'-0" MIN SEE NOTE 5 RETAINING/-----' PEDESTR IAN RAMP WALL (TYP) EXISTING RAMP/FG EXISTING RAMP/FG OG/FG NOTES: 1. SEE THE REFERENCES NOTED ON "GENERAL PLAN" SHEET FOR E.S.A. LIMI TS AND DETAILS . 2 . FOR ABUTMENT PILE LAYOUT, AND PILE TYPE DETAILS, SEE "ABUTMENT LAYOUT" SHEET . 3. FOR THE EXISTING AND PROPOSED UTILITIES SEE "UTILITIES PLANS". 4. FOR THE EXISTING AND PROPOSED STORM DRA IN DETAI LS SEE "STORM DRAIN PLAN AND PROFILE" . 5 . THE CONTRACTOR IS CAUTIONED THAT THE CONSTRUCTION SITE IS EXPECTED TO BE WET WITH HI GH WATER TABLE, AND TIDAL FLUCTUATIONS. THE THICKNESS OF SEAL COURSE SHALL BE DETERMINED BY THE CONTRACTOR BASED ON HIS/HER CONSTRUCTION t.EANS AND METHODS AND WATER TABLE AT THE TIME OF CONSTRUCTION. THE CON TRACTOR IS RESPONSIBLE TO ESTIMATE THE SITE CONDITIONS AND SHALL INCLUDE ALL COST IN THE BID PRICE FOR ITEM "SEAL COURSE CONCRETE" . NO ADDITIONAL COMPENSATION WILL BE MADE FOR CONDITI ONS UNFORESEEN BY THE CONTRACTOR . 6. SEE PROJECT GEOTECHNICAL REPORT FOR ADDITIONAL DETAI LS. 7. SEE "STREET IMPROVEMENT PLAN" SHEET FOR DETAI LS. LEGEND: 1 xxx .xx 1 IND ICATES BOTTOM OF FOOTING ELEVA TION (TOP OF SEAL COARSE) INDICATES 30" CIDH PILE (NEW) INDI CATES SECANT PILE WALL (NEW) 0 INDICA TES EXI ST ING HEXAGONAL COLUMN/P ILE EXTENSION EXISTING PROPOSED -W-WATER -G-GAS -E-ELECTR ICAL -T-TELEPHONE f--~ PARK AVE SEE NOTE 1---COLUMN/ CIDH PILE E C 0 L "' 'O ~ E 0 L 0 E E 0 ..,. 0 '° z::. N 2. THERE ARE NO DES IGN Tl l l ELEVATIONS FOR TENSION AT ABU TMENTS AND PIERS. 3. THE SPECIFIED TIP ELEV~ IONS SHALL NOT BE RAISED ABCVE THE DESIGN TIP ELEVATIONS FOR SETTLEMENT AND LATERAL LOAD . TYPE 1 PILii___f-_ BOTTOM OF tl___ TYPE 1 PILE ·I----< I )3'r O" f z::. 4. ABUTMENT PILE INFORMAT!bN SHOWN IS FOR THE REINFORCED CONCRETE PI LES, SEE "ABUTMENT DETAILS NO. 1" AND "ABUTt.ENT OETAILS NO. 2" SHEETS FOR UNREINFORCED PILE I NFORMA Tl ON. SRREAD FOOTING DATA TABLE SUPPORT LOCATION FOOTl ~G SERVICE 2 STRENGHT/COSTRUCTION 3 EXTREME EVENT 3 BOTTO~ PERMISSIBLE NET FACTORED GROSS FACTORED GROSS ELEVATION CONTACT STRESS NOMINAL BEARING NOMINAL BEARING (ft) (SETTLEMENT) iESISTENCE RESI STENCE (ksf) 6 = 0.70 Ql5 = 1.00 (ksf ) (ksf) PEDESTR IAN RAMP 3.75 (ABl!IT 1) 2. 1 7.0 4.0 (TYP ALL CORNERS) 4.00 (ABUT 4 ) I 1. CONTROLLING LOAD COMBIN1TION IS THE ONE RESULTING IN THE HIGHEST RAT IO OF qg.u/ qR . 2. CONTROLL ING LOAD COMBIN~TION FOR SERVICE LIMIT STATES IS THE ONE RESULTING IN THE HIGHEST RATIO OF lqn.u/qpn. 3. CONTROLLING LOAD COMBIN TION FOR STRENGTH. CONSTRUCTION, AND EXTREME EVENT IS Tf-£ ONE RESULTING IN THE HIGl-£ST RATIO OF qg .u/ qR . 10' 20' TYPE 2 PILE---TYPE 2 PILE ._-___.__ AT ABUTMENT e------~ PILES 1 • -0" I \ r I ' \ I \ I ,-..J_.,,,, I -' \ I ' I -"\_CORNER PILE (TYP) DETAIL-A SCALE: 1/2" = 1 '-0" ' ' I I-EXISTING ..!J.,'-SEA WALL 1 • -o· 1 '-0" 3"¢ PRESSURE RELi EF OPENINGS II 5' X 5' SPA 1 ·-o" SEAL COURSE, SEE NOTES 5 le 6 AT RAMPS 1 '-0" 1 '-0" SEAL COURSE AT PIER 1 '-o" 0 "' • 'O z "" ..J 0.. I z :::, 0 L.. I Cl'. LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE "' I ~ NO SCALE LEGEND : RW/PL RIGHT OF WAY/PROPERTY LINE . ~ STRUCTURE EXCAVATI ON (BRI DGE). STRUCTURE BACKFILL (BRIDGE). Nill ROADWAY EXCAVATION . 111111 i I ROADWAY BACKFILL . I I E.S.A. (ENVIRONMENTALLY SENSITIVE AREA). "" I -"' C 0 0.. I r---0 "' 0 "' / a, OJ ..,. '° r---"' 0 ~ E C 0 L "' 'O ~ E 0 L 0 5 ~ .-----------------..--------,--------------------....;;;,C...,;-6;;,.;1:.::;5~5----l~ PREPARED BY: REVIEWED: C Michael Baker PARK AVENUE BRIDGE REPLACEMENT °r C ~ I"-;5....,-,;,,v~ FOUNDATION PLAN _! NOTE: SRINIVASSA RAO KOTHA FONG TSE, RCE 56980 8 THE CONTRACTOR SHALL VERIFY ALL I N T E R N A T I Q N A L No. 67848 RCE 67848 PRINCIPAL CI VIL ENG IN EER 0 • 6-30-17 1------------------------------l I CONTROLLING FIELD DIMENSIONS 14725 Alton Pali<way, livine, CA 92618 DESIGN ED ORA"" ·- BEFORE ORDERING OR FABRICATING Phone: (949) 472-3505 • MBAKERINTL.COM CIVIL R. ~OTHA ']'"PADILL A CITY OF NEWPORT BEACH , __ R_-6_0_6;..2_-S_-I ! ANY MATERIAL OFcAL~ DATE:_______ P o. L-------------+-------------------------------------------------------------'----------------------...L cH2!"-_cK!::!MT~8~~A'"'Ls~K1~ 0 A_TE_,""0~1 ~11"-1~6L _______ -1 _____ P_u_s_u_c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ ....1....:.sH..:.E..:.ET...!:2:!2:...:.oF_:4~5:....J -;:; '· I f I 0 I I 1...-------r-R/W R/W ~ _______ _':u WALL--.;.. FACE I 5" DRAIN PIPE +~ LL_ _______ _ "' r__SEE NOTE 4 ' 1 [_-:::::::::::----------::::::--:-::::::::_ --::::::::::::---t-____ --------_________ -_---_--_-_-----____ -_----_-_--_____ -_-:] BB BOARD WALK (TYP) N i : : : i ~UTILITY PIPE l : ... I 0 : : : : : : (TYP ) : : ---..__ Ii, ABUT WALL = Ii, PILES I ' "' N ' . ---------------------, ------n ---i 4-1: --n-------71 -----·· ---------/ --, ------- + NOTE: I 0 ' EXISTING SEA WALL_/ TO REMAIN (TYP) PILES ARE NOT SHOWN FOR CLARITY OGE OF DECK [TYP) I 1:i: 14'-3" II 25'-3" r I I I I I I I I ---~f-----~----- 11 '-0" ~~ • 0.. 00 >-l]'s / Cl. Uts::r,J6 ~ OPENING FOR 5" ELECTRICAL (TYP) e----li, PARK AVE= Ii, ABUTMENT 50'-6" PLAN SCALE: 1/4" = 1 '-0" 1% 50'-6" 11 '-0'' f----li, PARK AVE ,.-11,&1.4---''ti.St< >!:£<.. C.'tS..'.1,1 G OPENING FOR 8" WATER 1% END DIAPHRAGM/ ABUTMENT CAP 25'-3" • • 14'-3" 1% 1% \ I ~DETAIL (TYP) 0 0 ; + "B" !!" x 8" OPENING----._,_~ -----------------------5" OPENING FOR ';.. • R [APPROX FOR 3" GAS 'LJ O 1% ~ 4" TELEPHONE 1% .' ']' .' TOP OF EXIST l-----i--:::::_=:__ __ :__..:__ ______ .=:'..... ______ __:._....:..f-'77'::'.....----------....:_ ____ _::::.:_:____::_ ___ _:==----~-_.::N:'.j_ 01 "' SEAWALL 1% NOTE: LEVEL ~------~"------·-~·~---<! ""'=-=·":f "'r "'·"1-r-r,--r---r,!--r---r-r-T!---r-r--r-r-.--r---r-r-T!---r-r--r-r! -r--r-r! .,...,--r,-,-!-r'fr,! h--r--r-r! -r--r-r-.--r---r-r--r-r! .,...,--r,!--r---r-r-,!---r.,.-.-r! .,.-,--r,!r,-,-.,.-,!-,-,,[."'-·":": =-~-o! •• =.ac,.-=.c:-lc. =·;"'·::"'"( -=A~,!,·~~; ~;UT') -----------: l ! 1 ! 1 ! 1 ! ! ! I 1 ! 1 ! 1 ! ! , ! 1 r, --c APPROX - 24" DIA. STAGE t--------1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II PILE (TYP) I 11 : I : : l I I I I I I l : l I I : I I OG/FG AT ABUT (TOTAL 20) , 1 1 1 1 1 1 1 1 \ I 1 1 1 1 1 t 1 1 1 j ON LANDSIDE l II I 1 I I I I I I I I I I I 1 I I I I I I I I ---------~----k ~ 1 -r·r--1-t-i -r --7 -1--ti---r7---rT --r-r --t -r -1-r--1-t--7-1--ti---r7--·rt --r -~ --r -~ -ft ---1--L-------- I I I I I I I _,__L_ , __ , .. , ... _____ ] __ ----· APPROX BOTTOM OF EXISTING SEAWALL 24" DIA STAGE 2'-----l CIDH PILE (TYP) (TOTAL 19) , 1 1 1 11 11 11 JI II II II IJ II II II II II I I 11 11 APPROX I I I l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J I I I I I 1, ', OG/FG AT ABUT 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 l I I I l I _J__.~-~-:+••=-l-~o, •-+:----1--l, -1-1 1-,1 1•-1 -:.-:---~'-1• --••~~+-••:••-1 -•-.~1.w•l-•••~--1--~---•~;,I-:,-l-.,---~-__.,.. I I ON SEASIDE I I I l I I I I I l I I I I I I I I l I I I I I I I I I I l J I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I l I I 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 J I I J I I I I I I I I l I I 1 1 I I I 1 1 I I I I I I I I I l I I I I I I t I I I I I I I I l I I I I I I I I I I I I 1 I I I I I l I I I I I I I I I I 1 I t I I I I l I I I I I I I I I J l l l I I I I I I I I I I I J I I I I I I I I I I I I I I J I I l I I I I I I 1 I J I I I I J I I I I I I I I l I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I _J L-_J L_ _ L-_ L_ _J L_ _J L-_.J L-_J L-_.J L_ _J L-J L_ L_ _J L_ _J L-_J L_ _.J L-_J L_ -L-- 2'-8" MAX SPACING PER PROFILE HOLE = ii, PILE 24" DIA CIDH PILE (TYP) ELEVATION SCALE: 1/4" = 1 '-0" NOTE: 2'-8" MAX SPACI NG PER PROFILE HOLE = Ii, PILE REINF STAGE 1 PILE (TYP) STAGE 1 CIDH PILES SHALL BE CONSTRUCTED WITH DRILLABLE CONCRETE --r --+---- STAGE 2 CIDH PILES SHALL BE CONSTRUCTED WITH CONCRETE STRENGTH f 'c AS NOTED ON "GENERAL NOTES" SHEET. ,.-- ---~,"'" STAGE 1 CONSTRUCTION STAGE 2 CONSTRUCTION SCALE: 1/2" = 1 '-0" SCALE: 1/2" = 1 '-0" BB/EB 4'-0" 2'-0" Ii, Pl LE-___,__ ___ _, Ii, ABLT 1 ' -6" GIRDER EMBEDMENT ( TYP) Ii, PIN CONST JOINT / I . N C) V) zw «- ' Q'. 0 <{ -> 4'-6" 5" DRAIN PIPE, SEE "MISCELLANEOUS DETAILS" SHEET STAGE 1 PILE TIP / ---- '--,.- DECK TOP PILE CAP ~DETAIL (TYP) "A" PC PS CONC GIRDER !----CONCRETE WALL FAC[NG, SEE "ABUTMENT DETAILS NO . 2" FOR DETAILS ,---., 6" I i -l-'-1-, ' 0 I "' EG/FG I-~-+---< ' STAGE 2 PILE -~ I i '.-EXISTING SEA WALL ' TO REMAIN ~ SECTION A-A SCALE: 1/2" = 1 '-0" L_li, PILE I Ii< ABUTMENT Ii, PIN CAP GIRDER REINF DECK REINF (TYP) ~----~ ____ ..x,. __ _ I I I I ___ s_ ____ q_ ____ ~, LEVEL I. CONST JOINT WITH BOND BREAKER f-----l-+---#14 HEADED REINFORCEMENT @ 2'-8" 2'-Q" DETAIL-A SCALE: 1" = 1 '-0" Ii, PILE Ii, ABUT Ii, PIN CONST JOINT ' V) zw --::,; a: <( ' > "' I 0 . z N -< ~ -~ > 5" ORAi PIPE 4'-6" STAGE 1 PILE TIP STAGE 2 PILE---< SHOTCRETE 2" MINX 1'-0" BELOW FINISHED GRADE TO WALL TOP RAMP FOOT! NG WALL-5 2'-0" SW TOP DECK TOP ---------- PILE CAP PC PS CONC GIRDER ,-EXISTING SEA WALL l (BEYOND), TO REMA IN '---'-----CONCRETE WALL FACING SECTION B-B SCALE: 1/2" = 1'-0" i---Ii, ABUTMENT SUPPORT 1 '-0" ' "" ' N "' ' EX ISTI NG SEAWALL /--EXISTING SEAWALL !~---'-----'--STRUCTURAL ~ ,. <( z Lu -Vl <( "' ::,; z Ii! ->-0 V) >--X Lu / ----L--' '\ 12" f PRox ! ~LJ _ _} ~'f L SHOTCRETI NG WITH SMOOTH FIN ISH NOTE: r, STAGE 1 PIL E \..., 0 STAGE 2 PIL E □ STRUCTURAL SHOTCRETE NOTES: I _\CJ, . .1. I 6" DETAIL-B SCALE: 1/2" = 1 '-0" 1. DETAILS FOR ABUTMENT 1 ARE SHOWN, ABUTMENT 4 IS SIMILAR. 2 . SEE "FOUND A TI ON PLAN" SHEET FOR PI LE TIP ELEVA TI ON AND PI LE SPACING DETAILS. 3. SEE "GIRDER LAYOUT" SHEET FOR GIRDER LAYOUT DETAILS. 4. SEE "MISCELLANEOUS DETAILS" SHEET FOR APPROACH DRAINAGE DETAILS 5 . SEE "ABLTMENT DETAILS NO. 2" SHEET FOR WELDED WIRE MESH DETAILS. 6. SEE "ABUTMENT DETAILS NO. 1" SHEET FOR UTILITY OPENING DETAILS. E C 0 ~ "' u w E 0 .c 0 E E 0 "' 0 <D .:::. N -::::. 0 "' • u >-::, 0 >-<{ _J I >-::, CD <{ I Q'. CD I w > <{ I "' L 0 Q_ I c-- 0 "' 0 "' / m 00 "" "' c--"' 0 u / E C 0 .c "' u w E 0 .c 0 -5 ~ .----------------~=,,,...,,,,.---.,,.,..=--------.--------------..:C;...-6;;..1;..:5:.::.5~ ! PREPARED BY: REv1EWED: L 4 8 PARK AVENUE BRIDGE REPLACEMENT ~ w Michael Baker "' t; ~ ,. ~, 1,_ <>>s-,-,.;,v-~ ~ ABUTMENT LAYOUT -s. Moo :1t ~ / NOTE: SR INIVASSA RAO KOTHA FONG TSE, RCE 56980 3 THE CONTRACTOR SHALL VERIFY ALL I N T E R N A T I O N A L No. 67648 RCE 67848 PRINCIPAL CIVIL ENGINEER 0 CONTROLLING FIELD DIMENSIONS 14725 Alton Parkway, Irvine, CA 92618 Exp. S-30-l DESIGNED DRAWN 1 BEFORE ORDERING OR FABRICATING Phone:(949)472-3505 · MBAKERINTLCOM ?ii C/V\\. R. KOTHA J. :PADILLA CITY OF NEWPORT BEACH 1-....;.R..;..-6.;..;Q..;6;.;2;;;_-S;;;_--I 00 0.~ ANY MATERIAL OFcAL~ 1--===+--"'-"-""="l oATE: _______ _ L----------------+--,---------------------------------------------------------L---------------------..1-c..::Hl::..·c~~T"'8H.::::A:a:Ls~K!LI _DA_ 1 _E:-'0""1:.!.11"-1:::.61-_______ ---1 _____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ ....1._sH_E_ET-=2:.::3:_oF_4~5:...J ~ I I· I I '• 1. ' ,. I ' I i. I- I ' i ' I. I I MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 24 ABUTMENT DETAILS NO. 1 >-------~ PARK AVE=~ ABUTMENT SIX LEG SHEAR STIRRUP\ ! #6 CONT\ rCURB ABOVE PIN (TYP\ i r#6 CONT r#5 (TOT 7) r~;~;~ 2 PILE (BELOW), ,-----',-,---------------------~-.---------,------,,f-------------------------\----+----------------------------.-----------,f--------.--.----;-----------+------, (TYP) 1-~ PILE 0) ' \ I "' . \ I 0 .... ' . I 0) - ' "' . I 0 ' -==77.J!'., SCALE: 1/2"=1'-o" BOTTOM REINFORCEMENT PC PS GIRDER__/ (TYP) 6" #5c@g• EA END (TYP) r 3 1 -6 .. #5 ~ (TOT 7) EA END (TYP) ' PILE CUT OFF ELEV (TYP) ' ' I ! I I I I I i I I I I I I I I I I ----s;;-T V ---------i----1---1-- ',( w ...J -w a.. ...J I -a.. 0 -u ~ N w (!) w < (!) ' f-(/\ < "' f-@ a:: (/\ 0 a:: (/\ u.. 0 a.. u.. 0 f- 0 z f-I w :::;; z >-w "' :::;; 'I<, < >-a.. < u.. a.. 0 u.. I 0 f- I (!) f-z (!) w z ...J w ...J > < > ' 0) @ 0 (/\ I ~ 0 ~ I "' 'I<, ' . ci ~ \!: ' f- ~ I') D 2 4 - --- NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. I I I I I I I I I I I I I I I I I I I I I I J l_ ....... ~ ~ COLUMN ( TYP) I 0 ·--- I D ' ' ' ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -· ---i----+---1----------1---+----------1----1----------+-----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 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I •--j j l l L ___ _ __ ..J L i -------- -' ....... -....... '---..._ '-~ --..._ ---- NOTE: REINFORCEMENT IN ALL PILES ARE NOT SHOWN FOR CLARITY. \ I V PLAN SCALE: 1/2" = 1'-0" #5 ffEI OR dB OR ~ @ 12" MAX TYP,Qo, ~~ PARK AVE = ~ ABUTMENT #14 HEADED BAR\ SEE NOTE 4 ~-17/' \ @ 2'-8" (TYP) I ' ·-·-·- 0 I 0 ' ' ' ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -------1---+----------1----1-----------1-----1----------1----1----------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 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I j j l l ___ •--j l L ___ f---..J L i ------ -------....... -....... - '---..._ '---..._ '-'------- ELEVATION SCALE: 1/2" = 1 '-0" I \ I I I \r--r----r---t= l===='=====----l-....!.....l~--l----------,'-------1- V ""--EDGE OF SIDEWALK TOP REINFORCEMENT 6" • a:: ~ ...J u , 0 --·--- CONSTRUCTION JOINT, 3" CLR (TYP) 0 ROUGHEN THE JOINT TO¼" AMPLITUDE ' ' ' ' ' ' I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 ~ OG/FG -------1-----1---------+---I------i----1----1----------+---+---------1-----1----------1----1--------f-+---t--------~-I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I z I I I I I I I I - 0 w '"' 0 ...J ...J 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 w u -...J a.. (/\ 0 I I I I I I I I I I z I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I-STAGE 1 I I I I I I I I I I j l ___ •--j l j l PILE (TYP) L ___ f---..J L ___ _ __ ..J --------- -STAGE 2 CIDH ....... ....... -....... -....... ....... PILE (TYP) ~ '---..._ '-'-~ '----- ' 0 I " 0 ~ -SPECIFIED PILE TIP ELEV (TYP) DRILLE HOLE DRILLE HOLE #5 PILE HOOP REINFORCEMENT SEE NOTE 2 #5 HOOP I ---+--- 1 STAGE 1 PILE SCALE: 1" = 1 '-0" 24"¢ 1-~ PILE _[~ ABUT TOT 6 ,~ ABUT 2" I .D. INSPECTION PIPE (TYP) • ,.,, #14 HEADED REBAR (PIN) AT TOP (TYP) (CAST WITH PILE WITH 5' EMBEDMENT) STAGE2 PILE SCALE: 1"=1'-0" 24){!'' 3" MIN CLEAR (TYP) ----..--0 I LE INSPECTION PIPE AND REINFORCEMENT LAYOUT SCALE: NO SCALE NOTES: 1. DETAILS FOR ABUTMENT 1 ARE SHOWN, ABUTMENT 4 IS SIMILAR. 2. ALL PILE HOOPS SHALL BE BUTT WELDED AND SHALL MEET THE "ULTIMATE SPLICE" REQUIREMENTS. INSPECTION PIPES ARE PLACED AROUND THE SHAFT IN CONTACT WITH THE INSIDE OF THE OUTERMOST HOOP OR SPIRAL REINFORCEMENT. 4. REINFORCEMENT STEEL AROUND THE OPENINGS SHALL BE TWICE THE AMOUNT SHOWN IN THE STANDARD PLAN DETAIL 86-10, U-17. E C: 0 .c "' "tJ " E CJ .c 0 E E CJ '° 0 "' " "tJ I f-w 0 I f- ::J Cll <( I °' Cll I ~ <( I .Y ... CJ n. I r---0 r<J 0 r<J / Ol 00 "" '° r---r<J 0 ;;, E C: 0 .c "' "tJ " E CJ .c 0 ,> "' ~ u " PREPARED BY: REVIEWED: ..----------------------------.-----------.-----------..--------------------------------·a Michael Baker ... ~o I( INTERNATIONAL No. 67848 14725 Alton Parkway, Irvine, CA 92618 Exp. 6-30-1 Phone: (949) 472-3505 • MBAKERINTL.COM CIVIi, \L.. ;S'lS'\"c-0\J'~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: R. KOTHA J. PADILLA CHECKED: DATE: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER DATE: ... "r ... " .Y CJ :3- CJ u 0 1------------------------.----------11 ~ 1---------1 " CL SHEET OF / S. MICHALSKI 01 11 16 '------------------------------------------------------------------------------------------''--------------------------....a.---'"--'==='--......:;-'-'-''-'-'-'-&-----------._----------------------_._---------'u MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 25 ABUTMENT DETAILS NO. 2 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. • 0 I ( ( ( ( I---~ PI LE 6" 2'-0" 2'-0" ,/\"ALTERNATE@ 12" I I I \ / ' ... \ ' / ' ,, ' / ,, ' t ~~~ i~ \ ·v / "'' /· / •1; I I \ / I • • • I • ..__ \_ #6 CONT • • I (TOT 12) I r I ,....,_ r ' ~ .. • I • /;: ) I I I • ~ • • I • 0 ~ ;: ) -I I 2"c~ " -N I >-#5 CONT I I I / (TOT 11) I I I ~-/ • • • I • • I V ·1 ' ~ a r--#6 CONT I " a:: ~ (TOT 5) I d g, • #8 0 ~ ' f-• "' ~ • -• ~ • I ~ I .. eJ ~v~ i #14 PIN (TYP) \_LEVEL 0> -I , ... -I - BETWEEN GIRDERS SCALE: 2" = 1 '-0" I---~ PI LE I 2'-6'" I 2'-0" CONST JO I NT~ ,/\"ALTERNATE@ 12" I I ,....._ ,....._ ,...._I \ ,....._ / -,,,.... ,,,.... ·~ ·~ ; \ ·y j/ "I /· /· , I I #5 (TOT 7) I I / 0 • • • • #6 CONT_/ /· ' I I ~ I /~ _,,,,--2-#6, I / SHORT BARS I • • • • • r---------------------------· ,. -- I I (/) I I w I -I a:: 1~ "' • <( • • > I D z <( • ~ .. • • ' I • I C!J C!:1 I • ) a, I I I I " -I .,~ >-#5 CONT N I / I ~/ I • • • • • • V I I ~ • a:: #6 CONT ...J #8 u ' '(TOT 5) 0 I ~ ' • I "' • • ~ • I , J " \_LEVEL ~ V -~ I > I #5 -- AT SIDEWALK SCALE: 2" = 1 '-0" DECK REINF /) -\\. / I \ j • • • • #6 BETWEEN V GIRDERS (TOT 5) \_PC PS GIRDER ~ BEYOND #8 IN 2" DIA AT GIRDER LOCATION (TYP) 3" CLR (TYP) {SIDEWALK REINF I • • • ~~ -~v #6 BETWEEN V GIRDERS (TOT 5) \_BOTTOM OF PC PS GIRDER (IF PRESENT ) 3" CLR DECK REINF 1---~ PILE /I - I \\ I 6" 2'-0" 2'-0" DECK REINF / I \ ' 0 I ' ' ' , • • ·; • t ~~~ ~ • / /.) I I r / 2" CLR #6 CONT I ii -• • • I • • • I ,....._ / I ( ·~ • /· I • ' I I ~ I / ~ • • • • • I #6 BETWEEN I I GIRDERS (TOT 5) I I C> -#6 CONT I I / I I /f PS STRAND I I • -• I • ... "' ,.( I I "' a:: d I ~ ~ \_PC PS GIRDER r #6 CONT I ~ ~PRESSURE GROUT #8 CL I (TOT 5) #8 I >-'-f- ~ ~ • • • I • \ ... --. I IN 2" DIA AND 17" DEEP I HOLE FORMED IN GIRDER (TOT 2), TYP .,ffi} LEVEL} I \_,,, 00'-<'-£ H'-'"'" BAA ~ I CL 0 i': I ~ I -, -(TOTAL 2 EACH GIRDER) (TOTAL 2 UNDER EACH GIRDER AT 12" SPACING) STAGE 2 PILE----1 STAGE 1 PILE---! AT GIRDER ,--- 1 I SCALE: 2" = 1 '-0" GIRDER SOFFIT DRILL 12" AND BOND #4 U BAR AT 3' HORIZ X 2' VERTICAL SPA 3 11 1-1---WWR 6 X 6 -DB.3 X DB.3, EPOXY COATED 11+---SHOTCRETE 6" SECTION 6" t-t---WWR MESH 3" CLR ' ~ 'i' CL >-. N f- ~ ABUTMENT WALL FACING SCALE: ½" = 1 '-0" 6" (TYP) '\. I', I \ I ' 7 ' \ \ NOTE: FOR COVER DETAILS NOT SHOWN HERE, SEE SECTION "BETWEEN GIRDERS" THIS SHEET. rWWR MESH \ \ ' / ' (0 ~ CL >-f- ~ v----#4 DRILL AND BOND DOWEL (TYP) ', / \. -/ '- ~ \_6" FACING 3'-0" (TYP) ELEVATION NOTES: 1. FOR SPACING OF ABUTMENT CAP STIRRUP REINFORCEMENT, SEE "ABUTMENT DET A I LS NO . 1 " SHEET. E C 0 .c O' "lJ <I) E Cl ..c: 0 E E Cl LO 0 -~ O' ;< "lJ c-i I f-w D I f- ::J Cll <( I °' Cll I ~ <( I _y ... Cl n. I r---0 "' 0 "' / Ol 00 "" LO r---"' 0 ;;, E C Cl .c O' -□ <I) E Cl .c 0 ,> "' ~ u <I) -------------------------,.-P-R-EP-A-RE_D_B_Y_: ____ ....,._RE-V-IEW_E_D_: ---------------------------------·e "r Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM No. 67848 Exp. 6-30-1 CIVIi, ... <I) _y \L.. <S'lf',-k,\/'~ J SRINIVASSA RAO KOTHA FONG TSE, RCE 56980 8 RCE 67848 PRINCIPAL CIVIL ENGINEER 0 ___________________________ , DESIGNED: DRAWN: ~ R. KOTHA J. PADILLA ..,_ ______ ;. i,-C-H-EC_K_ED_: ...... -+D_A_TE_: ........... --1 DATE:_______ '> SHEET OF / .__ __________________________________________________________________________ ...._ ______________________ ..._..;;S;;..·.;;;M"'IC"'HA.;;;L.;;;SK"'l"'---"0"-1-"11'-"1""6.__ ________ .,__ ___________________ .,__ _____ __,c:.; MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 26 PIER LAYOUT EDGE OF DECK #8 CONT (TYP)\ l!I\ ..... I I I I I i i I I i L I I I I I I I I-I \ i .J ,' 8-#9 SEE NOTE 3 \ I I I I I I I ~·---J .. I I i i \ i L .J \ L \ .,,.-- / ', \ \ \ . ' \ PC PS GIRDER\ (TYP) \ I ~ I I I I I I I I-I I i I i L .,,.-- / ', ,' \ ' I I 'v I I I I I I I I I I I I I 1--.... ---..---1 I ' I I I I I : I I I ! i ' L \ /\ i--~ BRIDGE=~ PARK AVE r8-#9 SEE NOTE 3 r#8 CONT (TYP) I I / II I I I I I I EDGE OF I I I I I I DECK I I I I I I I I I I ! I I 1---,-----I 1--..----..---1 1--------------1 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 I i I i I I I I I L ______ .J ' L ______ .J L ______ .J I A L ______ .J L ______ .J L----~ ' ' \ ' / I 0 I I -.,,.-- : / I .,,.--I") / ', I / ', ,' \ I/ I ,' \ . I . ' I ' 0 -+----+------------+--------+---+-----1 ~ -r---\~---7----r -r=------t----I ------' ---t-- - -I i----I ---~f-I \ I \ \ I \ I ' ,,,-\ ' , ' , / I I '-. ,,. / / I I ......, __ / I I ......, __ ----------I \ I I I I I I I I ! ' ' I :--: :--: r r r r--------, r--------, r--------, r--------, r--------, r------1 I ' I I I I ' ' ' ' I : : : : : I I I I '. I I : : : I I I I J L J ' ' I ' I I L LJ L------L L_ .... ___ ...,_J 1--...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 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1/\ I I I I I I I ! ! ! ! ! ! ! ! ! ! ! ! ! I \ BOTTOM REINFORCEMENT PLAN TOP REINFORCEMENT SCALE: )f' = 1 ' -0" 35'-4" 17'-8" 17'-8" i-~ COLUMN (TYP) y ~BRIDGE=~ PARK AVE 5'-6" ~ #5 C (TOT 12) I 12" x 8" OPENING FOR I I r 10" OPENING FOR @~1v TYP ' ~ 3" GAS LINE (\ 1% 8" WATER LINE U-17 1% ~ u EA END (TYP) I ' I -- --0 ---~ G) -- --0 -- -- E E I l 0 0 ~ I I I I 1 f ' I I \ I I ~ ' 0 OPENING FOi I Ila> I I - LO LO 3'-4" I 3'-5" 3'-5" I 3'-6" 'II, ' I I #5 ~ (TOT 5) I 5" GQ;-' 4" TELEPHONE I ~ I I/ I I 6" OPENING FOR I I EA END (TYP)----1-1 5" ELECTRICAL CONSTRUCTION JOINT,_) I I (TYP) I ROUGHEN THE JOINT I I I I TO ¼" AMPLITUDE I B B I I 30" DIA COLUMN I I , I , I (TYP) I I #6-0Rm MAIN STIRRUP SPACING @ 9• @ 9" @ 9• @ 9" @ 9" @ 9" @ 9" @ 9• @ 9" ' I I I I ' I I I <J:! I I I I I Ila> {/) Cl. 0 I I I 0 ' I I I :r: ~ ' I I I I --------------------------%V _____ ·------~---------------------------------~-----r ------------------------------------------------------------I------i------,----------------------f-· ----~-----___ .L;~---- > < f-z w w :::s _J >--<( a_ Cl. :r: u. Cl 0 -u :r: f-a:: (l) 0 z u. w _J > < IX) Ila> ~ 0 0 :r: LO 'II, a::~ _J Cl. u >- , I I A I A , < I I I I I I I I I _L PILE TIP ELEV (TYP) 4'-0" I 6'-8" I _LPILE CUT OFF I I ELEV (TYP) I I I I 30" DIA CIDH PILE I I I I I (TYP) < < < 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 SPECIFIED I I I PILE TIP ELEV (TYP) I I 14'-o" I 6'-8" I 4'-0" . -<J:! ' 0 I -I") ' r---I -N ' 0 I -0 ... < :, w f-<( :::s -f-_J ::::, Cl w a:: w [:B <( f-{/) 2'-6" I ,-~ PILE I - ----+-+ --------,------ #5 PILE HOOP REINFORCEMENT SEE NOTE 1 I • ,,, I SECTION A-A SCALE: 1" = 1 '-0" 2'-6" I ,-~ COLUMN I - ----+--+ --------,------ #5 COLUMN HOOP REINFORCEMENT SEE NOTE 1 MAIN REINFORCEMENT -- 2" ID INSPECTIO"'------,,... PIPE MIN 2 33" MAX SPACING FOR INSPECTION PIPES I • ,,, SECTION B-B SCALE: 1" = 1 '-0" fl½" MIN (TYP) 2" I .D. INSPECTION PIPE (TYP) #8 (TOT 10) #8 HEADED BARS, (TOT 10) DRILLED HOLE #5 HOOP REINF 3" MIN TYPICAL AT _____ __j,-----:---!-.........,• INSPECTION PIPES INSPECTION PIPE LAYOUT PARTIAL PLAN VIEW SCALE: 2" = 1 '-o• NOTES: 1. ALL COLUMN AND PILE HOOPS SHALL BE BUTT WELDED AND SHALL MEET THE "ULTIMATE SPLICE" REQUIREMENTS. 2. ONLY MAIN PIER CAP STIRRUP SPACING SHOWN. ADDITIONAL STIRRUPS EXTENDING TO THE DIAPHRAGM BETWEEN GIRDERS ARE SHOWN IN THE "PIER DETAILS NO. 1" AND "PIER DETAILS NO. 2" SHEETS. 3. SPLICES ARE NOT ALLOWED IN THE TOP AND BOTTOM CAP REINFORCEMENT. 4. AT BOTH THE EXTERIOR GIRDER LOCATIONS THE TOP #10 TWO BAR BUNDLES EXTEND 1" TO 3" BEYOND THE EXTERIOR FACE OF THE EXTERIOR GIRDER. THE BOTTOM #10 BARS ARE 2" MAXIMUM SHORT OF THE EXTERIOR FACE OF THE EXTERIOR GIRDER. 5. FOR PILE CUT-OFF AND PILE TIP ELEVATIONS, SEE "FOUNDATION PLAN" SHEET. 6. FOR PILE CONSTRUCTION AND TEMPORARY CASING\NOTES, SEE "FOUNDATION PLAN" SHEET. 7. INSPECTION PIPES ARE PLACED AROUND THE SHAFT IN CONTACT WITH THE INSIDE OF THE OUTERMOST HOOP OR SPIRAL REINFORCEMENT AS SHOWN IN "INSPECTION PIPE LAYOUT PARTIAL PLAN VIEW" DETAIL. 8. FOR SECTIONS C-C, D-D SEE "PIER DETAILS NO. 1" SHEET. 9. FOR SECTIONS E-E SEE "PIER DETAILS NO. 2" SHEET. E C 0 .c "' "CJ <I) E Cl .c 0 E E Cl (D 0 "' ;: "CJ >--' ::::, 0 >-<( _J I a:: w a_ I a:: m I ~ <( I .Y ... Cl a_ I r---0 I") 0 I") / Ol IX) ... LO r---,,., 0 ;;, E C Cl .c "' "CJ <I) E Cl .c 0 ,> "' ~ u <I) ' f-l") ~ ELEVATION .... ------------------------..----------------------..------------------------------1·0 PREPARED BY: REVIEWED: 0 2 4 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. SCALE: ½" = 1 '-0" Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM ... ~o I( No. 67848 Exp. 6-30-1 CIVIi, \L.. ;S'lS'\"k>\J'~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: R. KOTHA J. PADILLA CHECKED: DATE: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER DATE: ... "r ... <I) .Y Cl :3- Cl u 0 ----------------------..--------1 ~ ----------1" CL SHEET OF / .._ __________________________________________________________________________________ ....__ ________________________ ...... ......;;;;...;;;""-"'-="-""----"-''-"-'-'-'-&-----------'.._ _____________________ .._ ______ __,c:.; S. MICHALSKI 01 11 16 MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 27 PIER DETAILS NO. 1 1 '-0" (TYP) DECK R/1/IEINF- / I . . 'i "' • • (~ #6 [DJ (SEE NOTE 1) V 1(!) V #8 CONT, THRU _____,,/ ,. GIRDER --1---------- • 3" CLR a:: d ~ Cl. (TYP) >-' f-"' ~ 1 '-0" ~-(j2 PIER 2'-0" 2'-0" 1 '-otl 1 '-0" I #5 J SEE "PLAN" I #8 CONT (TYP) R ETAIL FOR SPACIN~ (TOT 4 TOP) I TYP) \ ~ I I \_ \ \\ • • • • . . i"' ( i "\,. i "\,. .. ' i "\,. / i I / i ~/ i ~~>0 ) \..::#9 CONT ~ I • • I (TOT 8) r--------· , • • • • • • I I I ,. I z ___ I I I I I I I ! . . t;:,-2-#6 BETWEEN :!) ,. ' ' (!, (!)1/ G !ROERS EA SI DE I (TYP) ; ADDITIONAL□ I I #6 STIRRUP @ 6" ' ,. I f ' • ) BETWEEN GIRDERS I #9 CONT\ 1-------.J (TOT 8) L------• _______ L ---I \_PC PS GIRDER • • I • • • • • • I I ., I 'I , ~ '\ BEYOND #6 [DJ I I (SEE NOTE 1) 0 (;) I I PS STRAND -I I \ I I • I I I rorrj • • #11 3" CLR I ~ L3-#5 CONT I ' Cl. #8 CONT 0 >-(TYP) f-EA SIDE OF (TOT 4 BOTTOM) ~ CAP (TYP) IN _J PRESSURE GROUT #8, CONT 2" DIA AND 17" DEEP HOLE FORMED IN GIRDER (TOT 2) (TYP) ) #6 I @ 8 • HORIZ ALTERNATE HOOKS OR BElWEEN GIRDERS SLOPE TO FOLLOW DECK TOP (TYP.) #6' @ 8" FOR 5'-0" CENTERED OVER (j2 COLUMN (TYP) 2'-0" '---(j2 COLUMN= (j2 PIER 2'-0" 1 '-0" SECTION C-C SCALE: 2" = 1 '-0" PC PS G (TYP) IRDER J' J' ' I ' I I • I ' . ' ' '----f----7-----------------+------ ' I I • ( ( 2'-0" ' ' ' •"'-. I\ i "' i "' ~ Q" (TYP) ,. Q" (TYP) ,. I\ ~ ~ la • 3" CLR (TYP) #6 I ,. __J HORIZ ALTERNATE HOOKS (TYP) f----(j2 PI ER 2'-0" I I I I ' , , , i "'-I / i ,, " /i #9 CONTJ I I I ------I I -#5 CONT......_______ (TYP) --------I I f I I I #9 CONT~ • I • • I I AT GIRDERS l(j2 EXTERIOR COLUMN PIER CAP TOP BARS I - I J' I I I\ I I • . \ I • I ' ' ' 1 '-0" • • • • , /i • • • • • • ...... ~ ) \_TOP ----I I.I I I PS STRAND , ------------ 0 0 -~BOTTOM I PS STRAND I I I I ~ ~~ I • • ' ~PIER CAP L_COUPLER #11 CONT #8 CONT (TYP) NOTE: FOR COVER DETAILS NOT SHOWN HERE, SEE SECTION "BETWEEN GIRDERS" THIS SHEET. l(j2 INTERIOR COLUMN DECK CONT FACE OF PIER CAP I r-r-' J' (TYP) I\ I • . \ • ' ' f--------,--f-----------------------~------1-------_J ______ I--------'-------------------------+-------------1--{--------------I I . I I . . I I { #51 WITHIN I COLUMN CORE 1 SEE "PLAN" FOR SPACING 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 , #6[]] -' . r-~ -T ------I I I ,----1----J ,,-r----------J I, I, I, , I, I, , ' . . . , , --I, I, I, I I, , I, I, , ' • • • ' , , • , , • 1 : r-------~~+-------- 1 -I I :------: :,__ \ "\,. i i I « J '__,,__ __ #8 CONT #6 D---+--1------+----+i-l 1 ----i-/----2-#6 BETWEEN ( SEE NOTE 1) (I~ :!) -.---+----+--+------+----+----+------+--+----+---+---+----,{!.~•-+-, -----,,(!}) GIRDERS EA SIDE I "\,. ' /, 1/ (TYP) ---------+-'-----------------, I - -<D ' ? ,, I -------...... _ .. --I, I, I, , --' ' • • • ' , , / ~ ~ ', • I , ' , ' , \ I \ I \ ,, I I \ ' I, I, I, , I ' ' ' I , , I ,. " i ' I <D I I I I I -I I I "' ,\ I ,, I, ,_ I ,, ' ' ' I ' I , , \ ,. ,. I I ' I I ' I \ , \ , ' , , ! 1 / / ADDITIONAL □ ' I, I, I, ' I, , -~ ' ', #8 CONT, THRU __/ GIRDER .Aw--r---+-----+-_-:j,,-::..-:..-:..-:..-:..~t--:..-:..-:..-:..-:..-:j.r:._-:j.r:._-:._-:._-:._-:._-:._-:._-:._-:._-:._-:j.r:._-:._-:._-:._-:._-:._t--:..-:..-:..-:..-:..-:j.r:._-:._-:._-:._-:._-:._-:._-:._-:._-:._-:j.r:._➔t:._-:._-:._-:._-:._-:._t-:..-=-it.,t.-:..-;,.i::-;-' ---+--~-""al-.. #6 STIRRUP @ 6" (. I I !---------+---).... ------_______ J a • • r#9 1 CONT • • • /. l _______________ ; !--+----,A\__T_c_o_L_UM_N_s_<_T_Y_P_)..., • 1 I a A) GIRDER ~+--=-----,----i-""-'-_-_-_-_--tt--_i----_-_-_-_-_1----_-_-_-_-..,t--i----_-_-_-_-_-_-_-_-_--tt_-_-_-_-_-_-+:-_-_-_-_-_-_it--_-_-_-_-_-_-_-_-_-_-..,t--i----_-_-_-_-_1,1-+--f--t,'t_::_::_::_::_::_::_::_::_::_::~Jf-',::;,_-..,.-_-_-_-_--'_'I._, \ BEYOND ---'/ ~ \ I . • ' i ____ -' ' . I , , . ,. , .. • • I , ,, I, I, ' 1----7 _L ___ _: I L I I I I I . I I , ,, " -------1----,. ,. ,, , • , , ,, , I, I, , . . ------7 I I ~ ,. I , , I I I - I . I . , ~#8CONT ~ ----1----7----------------,-----------------41 -6 11 M #6 ' ,, @ 8" (TYP)--1 °' ...J ~ (..) Cl. >- ' f-l') ~ 3" CLR (TYP) ,,,.-- - I -I -I I SECTION D-D -------~ r--~ L#5 CONT (TYP) -COLUMN REINF SEE "PIER LAYOUT" SHEET NOTES: LONGITU SLAB RE (TOP) DINAL INF ' ' ' J' ' . I I I I J' I ' 4 '-0'" (TYP) 1. FOR SPACING OF PIER CAP MAIN STIRRUPS, SEE "PIER LAYOUT" SHEET. I\ \ 5 1-011 2.PLACE #51BAR (WITHIN COLUMN CORE), AND #5jBAR AT EVERY ~ INTERSECTION OF HORIZONTAL TOP PIER CAP AND TOP DECK REINFORCEMENT. LAYOUT OF l...!::::!..J SHOWN IN PLAN VIEW IS SCHEMATIC. SEE "PIER LAYOUT" SHEET FOR ACTUAL SPACING. • , -. ------ -~ 7 • ir-,. --, ----- I I ------,;---7--, ,'r-----------_J , I, I, , , I, I, . , , ' , , , , , I, I , I, , I I, , , I, I, • ' , • , ' • , , • , , I , I -------......... --, I, , I, I, , . -' , ' , • , ' • , /' ~ ,,, , I I , ' , ' , \ I / \ I I , I I \ , I, , I, I, , I ' ' ' I , , I , I " \' I I I I I I I I I ,\ I , I, I , ,, , I I, ' ' ' ! I , , I , \ ,. ,. I , I ' I I I \ , \ , \ , ' , , I, ' , I, , ' I, '~ • ,, , I , , I ,, I"" .,-.,,; I' , ----r-----. ,, . , . ' ,. ,. ,, , I , • , I • , , • , , , I, ' , ,, , ' I, , , I, I, ____ J_:7 , .1----, , , , --------------, _J I I ,, 1L I ,. ,. I I , , I I I I I I ' . - I I -------------,------1-------I 1-------I ------------------7------.----- ' ' '\ I I I . \ I I J' J' I ' 5'-o" 6 1 -8" (TYP) . PLAN NO SCALE T --7 I L-----;----r-, , , , I • ' , , , I • ' , I ' , , I I , I , , I I , ' -I -------1 / ' I I , • I , , , ' r-----_____ L: I _J I I I I I ' I +------------- ' ' I J' 4'-0" (TYP) i , I ~J I, , , I, , , I, , , I, , , I, , , I, , , ,, , I, , , ~, I ! , I , I I I . I 1--{----- ' . ------ I '> -- CAP TOP REINF/ DECK TOP TRANS REINF -DECK T OP REINF LL BARS (NOT A SHOWN) I . "' -□ <I) E Cl .c 0 E E Cl (0 0 ~ I f-w 0 I a:: w n. I °' m I ~ <( I _y .. Cl n. I r---0 "' 0 "' / Ol 00 "' LO " "' 0 ;;, E C Cl .c "' -□ <I) E Cl .c 0 ,> "' ~ u <I) ,-.------------------------..-P-R-EP_A_R-ED_B_Y_: -----.-R-E-V-IE-W-ED-,------..... ------------------------------i·e "r SCALE: 2" = 1 '-0" NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM No. 67848 Exp. 6-30-1 CIVIi, .. <I) _y \L.. <S'lf',-k,\/'~ J SRINIVASSA RAO KOTHA FONG TSE, RCE 56980 8 RCE 67848 PRINCIPAL CIVIL ENGINEER 0 ----------------------..--------1 DESIGNED: DRAWN: ~ R. KOTHA J. PADILLA ----------1 ;. '"c_H_E-CK""E"'"D .. : -----+-DA-TE""""': --------1 DATE:________ '> SHEET OF / .._ ______________________________________________________________________________ ,._ _______________________ .._....;;S;;..·.;;;M;.;;IC--HA'-"L"'SK"'l.._ __ 0"-'1'-"1"-'1--16;;.o... ________ ____,.._ ___________________ ____,.._ ______ _,c:.; MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 28 PIER DETAILS NO. 2 NOTE: LEFT EDGE OF BRIDGE DECK THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. • • • • • • '- 6" ®-- ®-----, ~ GIRDERJ (TYP) -· - - 7 - - 7 ®--z:· - NOT SHOWN ( CONCRETE BARRIER ' ' • V • • • • I [i· -~ ~- • • • • + ~ -~ I -• ~-,. •' • • • ' 3" 12" PC PS GIRDER, (TYP SEE "LEGEND" EDGE OF DECK\ #11 (TYP~ \ -- I PRESTRESS _J STRAND (TYP) -- UV • • • • • • • • • • I I #5 l END OF PIER CAP\ \ i I 1 i I . .. ! I ! ! I 1--1 I I I I I i i i i I r-L .J ___ J. _L...J I I I I L-c ---T r- 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 r-'-_j ___ .1. L~ I I -I I I , ____ ------#8 CONT, (TOT 2) ------------EA GIROER END (TYP) I --I I I -- 2"(1) HOLE (TOT 2)~ EA GIRDER END (TYP) " -,----r -r-\. I I I I I I ' :, : : ' i I I I----I I I I I I I I I I I ..!:::c:i I I I r-'----.L L- I I I I I I /\ □ r"\. I r-... \ 00"' • "-\ • I I -~ f--#51 -· -· • • • / I I I/ r~ PIER I I I ------.,,,.-----.,,., ......... I ;/'/ '!' ~'\, i ,. • i I I I I I I I I I \ la • ! \\,~ ,, - _/,,,I / ' ' ~ ....... .,,..,,. -------- I I SECTION E-E SCALE: 1" = 1 '-0" (TYP) I I {ADDITIONAL □ #6 STIRRUP @ 6" BETWEEN GIRDERS I I I i i . . . . I ! ! ! I- I I I I I I I i i i L_L 1-i----' . i I I ! ~ c-r i-r---"T I I I I I I I I I I N i i i ,J I I I I-I I '""' "'---J----1 I I I I .! ! ! I I I......____ I L-~ 1-i..---~- -I I I I I -, -ri----._ w-----I ! c-r i-r---"T I I I I I I I I I I i i i I I I I I I-I I I I I -! ! ! c:i I I I I I L-~ 1-i----' ' I - I \ I I I I \._COUPLER ( ) TYP SEE NOTE 2 00 ·1 Ov • I ri· -~ • • • • • / -· -· r \ • ' • • ~\: • • • • ' \ \ COLUMN \__2"(1) HOLE (TYP) (TYP) SECTION F-F SCALE: 2" = 1 '-0" ·- 7 / 7 ---- #6 [DJ (TYP) #6 ~ (TYP) 7 ----z: \ \_#11 (TYP) -DECK REINF (TYP) I SEE NOTE 2 I j >JV ·1 /0 • I I I ri· • ·1 • • • • ' ~-----------------------------· I I I ri· •' / ,.--. .--., • • • ·-• ' \ ' ~TYP SEE NOTE 5 PIER CAP BOTTOM ~· REINF \ 00\ • ~#8 (TOT 2) AT EA GIRDER END (TYP) NOTES: 1. FOR THE LOCATION OF SECTION "E-E", SEE "PIER LAYOUT" SHEET. 2. CONTRACTOR SHALL FIELD MEASURE THE DISTANCE BETWEEN ENDS OF GIRDERS AFTER ERECTION IN ORDER TO FABRICATE THE APPROPRIATE LENGTH TO BE COUPLED. ADJUST ACCORDINGLY, IF DISTANCE BETWEEN GIRDERS VARY IN DIFFERENT LOCATIONS. 3. PIER CAP MAIN REINFORCEMENT AND STIRRUPS NOT SHOWN FOR CLARITY. 4. ONLY ADDITIONAL STIRRUPS EXTENDING TO THE PIER CAP BETWEEN GIRDERS SHOWN. FOR DETAILS OF PIER CAP MAIN STIRRUPS SPACING, SEE "PIER LAYOUT" AND "PIER DETAILS NO. 1" SHEETS. NOTES: 1. FOR GIRDER SPACING, SEE "GIRDER LAYOUT" SHEET. 2. ALL DECK REINFORCEMENT NOT SHOWN, SEE "DECK REINFORCEMENT" SHEET . 3. FOR PRECAST GIRDER REINFORCEMENT NOT SHOWN, SEE "PRECAST PRESTRESSED CONCRETE GIRDER DETAILS NO. 1" SHEET. 4. NOT ALL PIER CAP REINFORCEMENT SHOWN, SEE "PIER DETAILS NO. 1" SHEET FOR DETAILS. 5. REINFORCEMENT STEEL AROUND THE OPENINGS SHALL BE TWICE THE AMOUNT SHOWN IN THE STANDARD PLAN DETAIL 86-10, U-17. LEGEND: •=EXTENDED BARS AND STRANDS FROM PC PS GIRDERS •=PS STRANDS NOT EXTENDED E " 0 .c O' cJ <I) E " .c 0 E E " <D 0 O' ,. cJ N I f--w 0 I 0:: w o._ I 0:: m I ~ <( I .Y L Cl o._ I r---0 r<J 0 r<J / Ol 00 sj- LO r---r<J 0 ;;, E C Cl .c O' -□ <I) E Cl .c 0 ,> "' ~ u <I) .... ------------------------..----------------------..------------------------------1·0 PREPARED BY: REVIEWED: Michael Baker ... ~o I( INTERNATIONAL No. 67848 14725 Alton Parkway, Irvine, CA 92618 Exp. 6-30-1 Phone: (949) 472-3505 • MBAKERINTL.COM CIVIi, \L.. ;S'lS',-k>\/'~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: R. KOTHA J. PADILLA CHECKED: DATE: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER DATE: L "r L <I) .Y " :3- " u 0 ----------------------..--------1 ~ ----------1"' CL SHEET OF / .._ __________________________________________________________________________________ ......_ ________________________ ....._......;;;;...;;;""-"'-="""---"-'""'-.;.;;.o-----------''-----------------------'----------'u S. MICHALSKI 01 11 16 • I 36 '-4" 1 • -2" 6'-0" 11 • -o" 11 '-0" ~ ~ PARK AVE '/,•··,l 'i'\, ,.. ' .,. .,, s,lii··t,.A,:4);',' ,.,.,., ' !?,ff', 'i,-;i; h;i~• ' lP' ,<' <X) r-,-·-f•J, I V, Cf) . ,,::;,,_ 12"x 17" "' f--w • ij'"'' ' u -"' -~\i' ,, f PC PS GIRDER ::,; 0 "' ' i•(~ (L <( .-~m?, ( TYP EXTER !OR) ' (L > -:::, 'i,-;n·,\'Yf,, PGL I (f) 0 ·ii~il 1% -f--z 6 "'¢'~ N <( <( I 1% I ''"" 1% 0 cf / ' ' r • / ~/ t1 ~ I/ I 0 (~ I 0 v::: \ I I I/ RECT GULAR PC/P GIRDER (TYP ) ' "' I ~~ 6" I ' r I X '-0),'' 1 '-6" <( ~ Gl I I 17"x 17" PC PS GIRDER G (TY P INTERIOR) I I 4'-0" G2 G3 r I I . - ' ► [TI--w LID I I I I I 2'-9" 4 '-0" 2' -11 " 3 '-1 1" 2' -11 " G4 GS G6 G7 GB TYPICAL SECTION SCALE: 4 S PS ·.1_ G s , Ec.L CAU. :J: t,,K ,' ,, ,., ,, T'/PE. K Ar<f) TYP~ 0 PC PS GIRDER 5" WT7 X 26.7 L3 X 3 X Y, SECTION A-A STEEL PI RE CLAMP ~~ WAT; PI PE (8"¢ PVC) )I" X 3" X 12" FLURO GOL (SL IDE BEAR ING) FACTORY BONDED TO SUPPORT ANGLE TOP OF DECK RECTANGULAR _ ___, PC/PS GIRDER (TYP) THREADED CONCRETE INSERT (TYP) I ~"¢ STAINL ESS STEEL I ,?;YPE 306) ANCHOR BOLT, TOTAL 8 PER SUPPORT 1 '-3" L3 X 3 X Y, GRADE 36 PIPE SUPPORT ASSEMBLY TOT 11 (4 SPAN 1, SPAN 3 G6 3 IN SPAN 2) WT7 X 26.7 GRADE 36 (4 AT EA END OF ANGLE) r--i 1-l ----'-1 _· --=s-· ---1-1 (TYP) ~dv OECI< ACCESS Of'ENING FRAA!•.!E4E'-1--- ANB--€0VE-.SEr-"W'AT1::R- --!JETA I LS NO . 2" SI IEET FOR DETAILS . TOP OF DECK RECTANGULAR ---1 PC/PS GI RDER (TYP) \ PIPE SUPPORT 1/2" = 1 '-0" \ 87-11 TYP _, U-43 ) AI R VALVE ' 'l' PVC WATER PIPE WATER PIPE DECK ACCESS OPENING 1" (MIN}- SEE NOTE 1 4'-0" [j]- 1 o, I fi '1 T I 2'-9" G9 6 '-o" 1 '-2" •iJ{:#\33 ,: • .•. , "•, .. ' ~;-·ti ,,-' ' : ,,. ,.,. ~~( ~ CONDUITS FOR LI GHTI NG ' L -<X) -SEE "GENERAL PLAN" 'J I I --.,: "' "' ., : ·•.ii ' ,, 1% . . '.; . 0 ,I - (f) w -I I I "' <( > '\_FAUX AR I I I 4 '-0'' 1 '-6" l '-0½' FASCIA (TYP) CH G10 Gl G1 \' II 1.JG5 CO i"'JD 'T'/PE A, lY<C'Oc'e. B=DG<" COAJD<Jrr tf/llJGc-c?..._ r~ ELECTRICAL CONDU IT I ~OD ATTACMMcMT OR APPROVED EQUAL TOP OF DECK I w 5"0 ELECTR ICAL: CONDUI T %"¢ HOT-D IP GALVANIZED THREADED ROD COOPER B-LINE 83 108-5 CLEV IS HANGER OR APPROVED EQUAL@ 15' ~ SPA N ELECTRICAL CONDUIT (SEE NOTE 6) LEGEND: @ GIRDER LINE NU MBER NOTES: 1. MI NIMUM HAUNCH DEPTH IS SHOWN AT GIRDER ENDS. ACTUAL HAUNCH DEPTH SHALL BE ADJUSTED BASED ON MEASURED CAMBER AND GIRDER TOP ELEVATIONS MEASURED IN THE FIELD. 2. SEE "G IRDER LAYOUT" SHEET FOR HAUNCH THICKNESS DETAIL . 3. SEE "PRECAST PRESTRESSED CONCRETE GIRDER DETAILS NO. 1" SHEET FOR UT ILI TY SUPPORT LOCATION AND SPACING DETAILS. 4. SEE "WATERLI NE PROFI LE" SHEET FOR THE LOCATION AND OTHER DETAILS OF AIR VALVE. 5. SEE DRA WINGS PREPARED BY "SOUTHERN CALIFORNIA GAS (SCG)" COMPANY FOR GAS LIN E SUPPORT DETAILS . 6. SUPPORT DETAI LS SHOWN FOR ELECTRICAL AND TEL EPHONE CONDUITS ARE CONCEPTUAL AND ARE FOR INFORMATION PURPOSE ONL Y. APPROVAL BY THE UTIL ITY AGENCIES AND THE ENGINEER IS REQUIRED BEFORE ORDERING THE MATERI AL AND INSTALLATION. UTILITIES: ffil 8" WATER [ill 3" GAS II] 5" ELECTRICAL (TOTAL 2) [jJ lY," LIGHTING (TOTAL 3) [TI 4" TELEPHONE (AT & T) ITYi 2" TV (TIME WARNER CABLE, TWC) (TOTAL 2) r~ TELEPHONE CONDUIT I COOPER B-L INE 83082-5/8 ROD ATTACHMENT OR APPROVED EQUA L %"¢ HOT-DIP GALVANIZED THREADED ROD TOP OF DECK I w 4"¢ TELEPHONE CONDUIT COOPER B-LINE 83 108-4 CLEVIS HANGER OR APPRI EQUAL@ 15' TELEPHONE CONDUIT (SEE NOTE 6) SPAN E C 0 _c "' u V E 0 _c 0 E E 0 <O 0 <O .::::. N .::::. 0 "' • u "' u w (f) I I;: f- l "' a:, I V > "" I ~ L 0 Q_ I r-- 0 "' 0 "' / "' <X) .,. "' r--"' 0 ;:. E C 0 UTILITY SUPPORT DETAILS _c "' u V SCALE: 1" = 1'-0" E 0 _c 0 ~ " .----------------r==------.------------.--------------~C:...:-6~1~5~5----ll PREPARED BY: REVIEWED: 2 1,,,orESS,a:t<? PARK AVENUE BRIDGE REPLACEMENT ~ ~'I-> O k O ~ 1: Michael Baker 1_: "'~\ \"-"'">f''4o"~ BRIDGE TYPICAL SECTION J NOTE: T E R SR INIVASSA RAO KO THA FONG TSE, RCE 56980 3 THE CONTRACTOR SHALL VERIFY ALL I N N A T I O N A L No. 67848 RCE 67848 PRINCIPAL Cl'.1L ENGINEER 0 N FE Exp. 6-30-1 •---------------------~--------11 CONTROLLI G I LDDIMENSIONS 14725 Alton Parl<way, hvine, CA 92618 DESIGNED: DR AWN: r R 6062 S "'> BEFOREORDERINGORFABRICATING Phone:(949)472-3505· MBAKERINTL.COM CIVIL R KOTHA J. PADILLA CITY OF NEWPORT BEACH -- ANY MATERIAL. OF CAL~ t--""'-=""'11----"""-'='-"1 DATE:_______ t--------1 • '------------t-----------------------------------------------------------...l..---------------------.LCH2f~C~~~~~~A~LS~KILD_A_TE_,~0~1~11L1~6L _______ _j_ ____ P~U.:..:.B=Ll~C~W:.:._::O=R=K~S~D:..::E=PA~R=T=M~E=N=T ___ __j_:SH~E:ET'._.=2~9'.....:oF~4~5'....J i 14 9 /16" 1 3/4"-11 1/16"7 -1 3/4" I I -------9l 3 / 4" ... I -3" >-.... ----- ' /: .. J '\_3" X 3/8" 1 1 FLAT BAR PLAN VIEW . . 7cp OF OE~~ n~ 1 /16" c.T 13 /16 .. -;:i r r--f1 ·1 3 1 /2" 3/8" ~t -i -= r-1 -, -I I ~ "' -_J_ -~..I'.X 3/8" ---~ ' FLAT BAR I [ ... ~ A Pf'/loACJ-1 5lA P., /I 13eVc,,JO ,4/aUT,..,~e-t-rS -5 I J. " (/.J :r c..1<. t3 fl ' . I 3" -, 3/8"-I~ ' 3" 3" X 3 /8" X STEEL ANGLE FRONT VIEW r "7<1 :-,0. q 4'•i o.o. c,s1Nc NOTES: PER EDISON UGS CD 190 TYP E "A" ' ( 1) 5" CONDUIT LAYOUT 1 X 1 MATERIAL: AJ6 STEEL (DOMESTIC) USA FINISH: HOT DIPPED GALVANIZED FINISH 1\-__lc::eo (1 t..\) \602.ACJLe.:1':, c?s ~oP 1:,-,, 3 1 /2" ,f'" --,/'',:, 1 3/ 4" 1 3/4" <:) l I ~3" 3" -0\ X 3/8" I 1 1/2' FLAT BAR I \_ 9l3 I 4" ITEM DETAIL • Rt','ISEtl FllOM $-1,/1$" lQ u· 10/20/18 -= 0GCflPTlON Of WCOlflCl,llON Mrr ~ PROPRIETARY INFORMATION nl!S IIIUIVING 041U~IC$ Pltl:PMITTAllr Al@ ~IJD<TtAI. !N1JiMo'TltN NI~ U Ul,l,N;ll I• ll<Vt:IOJ li!TM TIE" ll<ll{ll$TN<lllHG Tl<Of ff V!u. 1CJJ a; OISQ.l)SEII IN PMT IJI 111G,.t. ~ ustD nR lHr ano ....-ou: cmo 1'IWI ""!><1'D<NCI: !JOI (1'$TAU..OTIO<. tN..tU lXl'!lt$1T ,1•.muuza 11, 111t1ni,,:; 11 ll<Vt$CC -..ru ~ UNDER BRIDGE CONDUIT HANGER INWEScn ,~co~~a R•T O:O ,,, s· CONDUITS 1x1. UGS co 190 TYPE "A". HOG '2' DETAJL y 7-16 NORTH CONEY AVENUE A.2USA. CALIFORNIA SI 702 PH \626;3:l-l-~ FM 1srg, S6S.J,IO-I , '•," V ,nP. ••~• O.O. eASINC SIZE ~· m;,oc B -(DOMESTIC) USA "" "'•~ . I""" 10/IZ/1$ IICll-CtlliO-WU -" = -~"' ~ • L_ • CLR, ~--+·-,c•~~--+ll-!!-''"""·,1-<,· .. • t>. -". • •• q. (> • • • • • j' ... v .. -~ I . -•. I LATERAL DISPLACEMENT TYPE "D" SUPPORTS ~ ,, ... P. n / a",2•,:.,,• PTH. 2S>: CLUS FIL~£0 SllOE Pi.Ai[ BY PIPINC TtCH, 'PRQOOCTS, 80N0£0 TO , ... TH<. CALVAN(l£D STE£i. PLOT£ WITH •~• L!P. CENTUEO OH 10P Of" SIHL TI.JaE, HP. . . • LATERAL RESTRAINING TYPE "R" SUPPORTS Sof Pol2-,S I,~····~, I r+-------+:i.--'•i O!l, NELS!I< STIXI W£L0£0 10 ~ -♦ r EMBEOOEO SfE[L PLATE (!VP. ~ Pl.CS! Et -♦ +-~------~ ~ r n/'/ ,, • r,p ~ -Ei.eEOO[O Sl££L PLAT£'•,• IH<. '•0 V .._IYP, 1. CONIR•CTOII 10 VERIFY o.€ASIJR[MENT & ELEVAT ION 8tFOflE 8(CIHHING l'OII<. i. ~t?~~•M;m,:~·rn ~~/SS .-.2·.•,,· ro CR(U£ ASSEM!ILY ]. SUINLESS STEEL •OR .. ORIY( !US£ cu,.:, ro BE INSULLEO ON 80TH 510£$ IY FRP SH1£LDS. ""-""'ST!R CARR STOCK "Sl2lU8 OR EOUIVALENI. TORQUE TC lS IN--t.6. •· SUL T~E Sl'AC[ QHWHN 1'1£ INSJOE S!.JO'ifiCE OF CLASM(SH FRF S~ltLO ANO COATED STttL PIPE 8Y H•NO IIR.ll'PINC tASINC WI TH •PPROV(O •SOVE CflADE POLYHW •ooo OR TAPE C0'1 PIP( WRAl'1 OR SY USIMC 3M £POU AOHtSJVE UlO PU CLASKSH IMSlRUeH(lff. ROUCH(N THE SIJRF>.CES llfH COlllS.: (M[l!Y CLOTH. 00 NOT GRIT 8!.AST. lf!JI" ORIYE fU8E CLAloP <HP. 801H SIOESI KE MOIE l ISSUED FOR CONSTRUCTION .. • ""°·"' .. .. .. ,.,_.s KWou:; ,vwe --C CHclSU t21D11e ,,.... "·-ouw• -. ,,uu,awi o,,oa;a ..,. ,._. .o.Pe:1~·1!6 ., ,oo " PE!!i-111i ,.. ''-'..,. M OMl911i ,ssue:o FOR CONSlRUCTION .. ,. I ..,_,.., Southern California Gos Company c.AS ENCM'f;RN; 2" -45 PSIG STEEL CARRIER IN 4" STEEL CASING PARK AVE , BRIDGE TYPE "R" & "D" SUPPORT DETAILS C•Tr OF 1£WFOIH !!£AC~ 33179-4003-D-STR IO UUHtu1oq,,,~oo ,1.111111nn 11111111 ,n,,tmonnn .. ---. ---. --..... -·--.... --. -. ----.. -· .. -... -... -. -.... --.... -· ... -.. -----.. ---. -.... ------. ---· -. -.. -..... -..... -... --... -.. -... --.... -. --.... ---. ·--. ---. --.... -. ----. -.. -.. -. -------. ---. --. --. ·---. --.. -.... -. -----. ---. -. --------. --....... --.. -. -------.. -.... -... -.... --........ -. -----.. -. GENERAL NOIES 1, lHE A8UTUliNl CJ'ENINCS ANO HORUOHUC LOCHJON Of' PIPE SHAU BE PER OIUliNSl(.JN'; IN SH££1 ll119-~00?-0,SIR. V(Rl!CAL LOCAl((IN SHALL FOLLOW VERTICAL CURvt OF 8Rlt!G[ oi:c,. ?. SPACINC aEnE;U S!.O'PORTS SHALL SE AS S~OW'I Ill< IN£ Dl!UI/ICS. l. 8RIOCE COl<IRACIOR SHALL IN!llUE A PRE-CONSIRUCIION loEEIINC "™ sec 6 •H~S PRIOR TO C!)<STRl>CTIEII. FAtS[Nl SH•LL QE THE sec l>l'ltlJECI PLANNER lNO CEWCAll FEJl!EWlH FOR INSULLUIC><. 5Hlll />IOTIF• sec PROJECT PLAlll'lrn PAIi)! 10 SCHEDIJI.EO llloE IN !TS ee><slRUC110N SCHED!JI.E >Ill sec TO us,s, lTES (NSPECIIO!l SHALL NOIIFT sec Al L(ASI lo o.,s PRIOR 10 PLACE>IENI JNST&LL EM&EOOEO SIHL PLATES &£Fate: OEC~ 15 PUC[O. SHAU ALLO• SCG •tens 10 INSl'ECI [t,(l[il0£0 S!En !'fllOR TO l'UCEUENT CW' COIICR£1E 0!:C!. S, •· Cl SING 10 et .ll'I SL a. W£L0Jff~ 10 aE IN ACCORO.o.NCE WITH •~I 110• C. Wf'S l'fELO PROCEOURE SFEC!FICATIOII>. P0A !PIIOCEIJORE OUAUFICHION AEPORI> AMO IOOR .. ,noe:R OUALIFICAIION REPORT! TO BE PROVIOEO 10 sec ~AOJ£tl P~ANNl'R, Q. SAC! INC RINCS S><Oll NOT 8£ LEFI INSIO( fHE CASl>IC, 88 •+04.52 [UV. !0.89 ·~ STRUCTURAL STEEL NOTES !.STEH I EJ'I~ S><AL\. e!l<f[JIIM 10 TH!; LATEST AISC "CODE O" SUO.OAllO PRACTICE" FOR If!!; DES!ON HSA!CAIION AIIO ER(Cl!ON O" STRUC:IURU STEtL FOi! &UILO!HC. •LL 9ELOING SHAU tOMPL• W!IH •ws 01.1 ST!ll/CTUJUL WELOI...: C~OE. ~~:..m~S'Mr..t1ricm~R~R~:~6t-l:J,..•i~r'~~~ WITH TH£ EIOH EUCIROOES SHALL BE USEO >l)l W£LD!N~ DI'" SIRUCTUIIAL STEH- l. ALl SIE(L S~•PES lNO PLATE$ SltlLL 8[ ASTM A-l6 Sf[(L. 4 • ~~H5 ~tH~m.n.~r'~~il~Lir -~~Sm T~L~~., c~wm 1~Jlfl: fic»<51tfil ,~~ !Lt0 ~ TS SHALL 6t ~•LVANIZEO ' TIGt<TENEO 10 THEm P~oor LOAOS e..-TURN-tf'-IIJT 111'.THOO. 5.lLL SIRUCIURAL Sl[£L SHALL B£ flAST CALVANIZED ACCOROINC 10 •ST~ l12l ANO l15J IFABlHtAIOR SHAU eQ<,IPLY WITH ASIII Al4J. Al84 ANO AJ8SI, IH(N PAIWEO WIIH O(VD( D!:Vl!A>I 20l CIR fRU-GLAZE-"8 40l0 l>IO ICJ'COHEO 11TH OEVIJE OEVTHAN( H'l'H, FCl.LOW IIA..-UF>.CTUR£R"S RECO....i:NOAll0NS FOR S~FAC( PREPAAUl!I< ANO APPLICHJON PROCUIUl!E. & ALL ...CHI)'[ BCl.li 4 C!l<WECll!I< SOI.TS SHALL 6[ "lVOt,tllfD u.H.o. I.SHOP O~••INGS SHALL BE SIJ&l<ITTEO FOIi sec Al'PRoYAI.. PRlOR 10 F-<aRJC AT!ON, a.o,w•GEO CA!.VlN[Z(WC SH•l.L BE TOUCIEO UP 8Y l COATS 1Y ZlNC-~ICH F•INT. 0 CONCRETE NOTES '• •Ne>IOII &OLIS S,U.LL COIIF"ORII TO •STW '101 WHLO>S OTHERWISE NOTEO. 2. •LL £1o111£00£0 SJHL IT[t,tS OPOSEO 10 UMOSPHERE SHALL HAV£ TH[ STEEL SuRr•C£S PftEP•REO ANO 6£ SHOP PRIUED OR HO! OIPptQ C•LVONIZ£D POR NOTO IN ACCORDANCE ~/TH AS!t,t ,1H. S<O PROPOSED 2# STEEL CARR lER IN 4# STEEL CASING ES 5•U.S2 ElEV. 10.ll -·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·--· ·-· ... ·-· -•-•+-•-·-·-•-· ·--·-·-·-· l' VENT PIPE -1'PJC&L U SOIH EO.OS OF 81!10Gt -SEE CASING VENT OEUII. Sl<ltk.O 011 P~OTECllVE Sll'IUCTURE IS!;;: NnTE!i I~ 21 JO" MIN, 8URIAl OE?TH ~ll.L TO Tl<£ REOUIREO OEPIH NJN. zo• -o-ani:..o ·~ Of" Af!UTMENT. "IN. S'-0" B!;YOIIO APPRl;ACH SUS, OR WJN. 5'-0" BUONO TH( ,OJlCENT WINCWALl lll!t[eHEVtR 15 CRUT[RI •auTW:NT OllPHRACM OPENING 15H OlA•'11'!•C~ O"!NIN~ OU>ILI ~£EP OPE~ -WO S.lNOUcs. 8RICU. 11000, uc. ----------------------------- 4'd• CASINC [NO SEAl ~ BRIOCE 0£CK PIPE SUPPORTS !SE£ SUP?OFII SPACINC DIACRrn• CASI CASING IN PUCE Ml£!! TICNTLt •!UPPl~C W, 110 L•YERS Of •n ~U!LO]NG PAl'ER l)l Fl8ER CLASS Ri:INFORCEO PLASllC !FffPI SUEVES. D D R R 10•-o· 5•-0· s·-o· ,o·-o· "8Ul"IE~I R R R R I I I I I I PIER 2 F IER l lS" -o• I I SUPPORT SPACING DIAGRAM ABUTMENT DIAPHRAGM OPENING J>ET AIL Se•lt, l "•1' --o• SCALE> NOi 10 SCALE In\ • llOSl'lACEMENT TYi'£ SUPFORTS V 1SE:E owe llll9••00J·0•5TR, /c\ · R(SfR1,t11NC TYPE: SUl'PQIIIS \.:._) IS(£ owe. JJ719·400J·O·STRJ ' 7 D D 10• -o· " AWr • I• --S • ITP. BENT DIAPHRAGM QPENING DETAIL SCALE,t•-,1•-o• i-.o.21a· IT. CR, 0 NEW STE(L CARRIER P!PE !NOTE ,r 4•,o.u1· w1. cR. a NEW STEH CASIMC PIP€ IN01£ JI BENT ClP Cf'EN(NC !S£E OIAPHff.lGt,t OPEN!NC OEJ•ILI + ISSUED FOR CONSTRUCTION • PE'5•ne 09109/lli ISSUED FOR CIINSTRIJCTION ~ ..:.::. ... , .. ..,. .... "" .... , CO<CISO Ol/ll/11i -~-"£CH.O,,,:Z O!/Ga/11i ....... ,o).1'£15-115 ... TO' -J" M Southern California Gos Company lOS N<C(US 2" -45 PSIG STEEL CARRIER IN 4" STEEL CASING PARK AVE BRIDGE PLAN & GENERAL NOTES CITY or >EWFORT 6£1,CH 33179-4001-D-STR 0 IIHIIUl5-<IIHIIIUHH UIIUIIIII •r imoUUII GENERAL NOTES, 1. FOR CARRIER Pll'I: HAVINC LESS !~.ON W!MI-BI.JIIIAL D€PfH. eu1 ra!E THAN ?4", USE (IN( Of TM[ Fot.LOWIIIC !WO OFTIOHS TO PROIECI PIP£, ~b .'i?·o 1T.".1 co"ii s,TJ\\"1N".'-A/,f.l.011s ,'/e1R 1AR• f£";.eo,i'P CARRJER PIP£ lARC£R THlN 11• OIA .. 110TH Of :1::7 SHALL B£ J IIWES ll<E OIOMETER Of" CARRIER •• HAl> SECTION Of CASING. l. FOR CARRIER PIPI: HAVJNC LESS IHA~ to• BURt•L OEPTH, lN ENCINHR.0 PROTECll'lt SIRUCIUR£ SHALL 11£ OESIGN£D. J. SURIEO S£Cll(),I OF CASINC •NO VENT PIP£ SHALL 8E t0.0.1€0 PO sec e•s STANDARD 186.0100. UPOSEO SECTION SHALL eo COAIED PE;R CAS STA>/QlRO 186.0ltT fOR IIOR!H!; [NYIRIIHU[NIS, CARRIER S•IOSI SPACUS S~•LL at 5PAC£0 ptR G•S ST.lfiOAl!O !82.0010 FOR STEEL CARRI£~ PIPE'. CR 182.QIO •ND 112.0MO r(lfl PLASTIC CARRIO PIP(, S. '7-lB Wo~ES!UW ANlllE TO 8E ]N>TAll(O AT 80TH ENDS 0, BRIDGE PER GlS STANDARD 116.00<0. &. T~E A~lS OF HCH OIAPHUGM OPONIIII, r.l!ST 8E P•R•LL£l 10 THE UIS O" THE PlP(. 1, COl<TRACTOR SHlLl VERIFY ALL CONTROi.LiM. OJMENS!ONS l'fl10~ 10 DRll£RINC, HU"AIJN:; lNO lHSIALLIN(l ANY MUUJAL, e. STEEL CARR1£R PIP£ SHALL 8[ COAIEO PCR sec C•S SUIID•RO 180.0!00. TYPICAL SECTION < BETWEEN PIERS) •• sro. PIP( Cl/ARO POST, s•-o• LO!lC, F!LLEO UIH CONl:ff[t(. STRAPPED ro V£NT PIPE, .... o S£T 2'-0" IH C!l<ClltTE I OPTIONAL I ;AL VE 80• ANO COVER SOIL UV!:L "'Z •IROS TY~E T~ UP£ WIRES TO CARRIER lNO CASINC 2", O.l!I" WI SIHL PIPil WI ?-?" rtlO ELLS 0.211" .I. CR.OE Q OR B£11(A. !5££ NOTE l> ROUI( V(NI PIP!: 10 SM€ lOCATlON 1 ... INUIN UPwARO SLOPE> CAOwElO 10 CASIN(; SAO~L£ W£(0 IT-1.8 IIOGNES!UM ANOI.I£ <SEE NOT£ SI CASING VENT DETAIL ISSUED FOR CONSTRUCTION " • ........ s.- ....., C.('°50 ouwa __,,_ 11.111:Cll.OWICZ OVIQlll!i -.... ..,.pt1~·!\G "' •• " P£15•UD O'l/OW11i <SSU£0 fCIR CONSTRUCTION M ,,,. ~. l'.olnfiltf" ....... ,.,. Southern COlifornio Gos Company C-\5 DICl€E!IIPIC LOS NIGE:LES 2" -45 PS IG STEEL CARRIER IN 4" STEEL CASING PARK AVE. BRIDGE PIPING SUPPORT DETAILS CiTV 0f NEWPORT 8(1,CH 33179-4002-D-STR 0 11111,nuogo,o◄e•u nun , • n01u1nu,i;m,, "' • MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 30 DECK REINFORCEMENT 0 (j)_ PARK AVE (j)_ SYMMETRY • 'r . " • ~ 4 /' ----- ~ ' , / ' 0 • • E • . -- I • • ' • • • . \! • L- \_#5L G1 EDGE OF DECK\ G1 1s'-o" ®-- : ®-- ®--- 12·-o· (TYP) • ®-• - ®-- 7 -- ®--- ' ' ®--- 15•-o· (TYP) ®-- • <§----• - • ®-• - G1 -12'-0" EDGE OF DECK _j B LEGEND: 5 1 -0n • #5 "' I @ 6" BUNDLE WITH #5 @ 6", PLACE HOOKS HORIZONTAL AND PARALLEL TO EDGE OF DECK (TYP) I 0 , --• . • • --. - . - ' ~#5@ 12" CONT (TYP) I SEE NOTE 9 ' ' • G2 NO SPLICE ZONE (j)_ PIER 2 12'-Q" r,-ua I I -_ l_ : = ( ~] ') ; = ' -- I ..-1--, --/ ·, I I I \ I -,_ -- ' -- ---- ' --,-•-, I i ! I ' -... __ ... ' ----, i I \ I ,,_ --- -I \ \_1-8 # @ GIRDER LINE NUMBER NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. -• • • - 2-#8 BUNDLES SEE "ADDITIONAL TOP DECK REINFORCEMENT" \ • #5 @ 6" #6@ g" CONT a:: r r (TYP) ~ d I I THIS SHEET (TYP) I . • -• . • • . . • • z • 1.u • • • -• --z • ~ . \ ·-• • . • --• -. -,_ ' \_#5@ 6" ' a:: ;,E:! d -I I I ( 0 • ' ' • ' ~ ' k2 #10 CONT EA I GIRDER, (TYP) I ) SEE NOTE 6 • ' • lo • lo • • • • • G3 G4 G5 GB G9 I 0 0 -. 0 • • . . ·-• -. • -. -. - ,·=-,f I 0 ' • ' • lo • G1 /' ~ 1½" CONDUIT, (TYP , I SEE NOTE 4 >-; • --• -• - I I • ' • ' lo ' • . , I . 1 '-3" #5 L@ 1'-o"J G1 INSERT INTO G1 0 ----- ' Ill' • ' 1 '-6" #4 STA ~J@ 1'-o"J GGER WITH #5 s BAR 1 " CLR ,-FAU X ARCH CIA, • FAS SEE NOTE 1, 2 1 " CLR PART TYPICAL SECTION GIRDER, (TYP) SEE NOTE 2 SCALE: 1" = 1 '-0" r-(j)_ GRAND CANAL NO SPLICE ZONE I (j)_ PIER 3 1s'-o" 1s'-o" r 2-#8 BUNDLES PLACE AS SHOWN (TOT 26) I 15•-o· 1s'-o" I I - 5' -0" (TYP) --_l _ I (STAGGER) I : = 1 -~ ,,\ ; = \ .,~ __ ., I 1 s '-o" (TYP) - ..... -.... 15 '-0" --/ -, (TYP) I I I \ ! --,_ -- 15•-o· (TYP) ' ---18'-o" (TYP) ----------- - ' - --,-· -, I ' ! I -' -... __ ... ' - \ -....... 1-,~ \ i ' \ \ I ' -- ,_ -- -I 18'-0" 15'-0" PLAN -ADDITIONAL TOP DECK REINFORCEMENT SCALE: 1/4" = 1 '-0" 12·-o· 12·-o· - - : 12'-o" (TYP) 15'-Q" (TYr) • - --- • ' - • • • \ • I \ 15'-Q" \ \__#6 CONT DECK TOP REINF (NOT ALL BARS ARE SHOWN) ~ -- ~ -- ~ -- f--- ~ -- -- ~ -- ~ -- f--- f--- f--- EDGE OF ---t-~ FAUX ARCH FASCIA ' I 5' o" #5 <fl -@ 6" TYPICAL DECK REINF BUNDLE WITH #5@ 6" #5 ---@ 6" TYPICAL DECK REINF EDGE OF DECK REINFORCEMENT PLACEMENT PATERN NO SCALE NOTES: 1. FDR GIRDER REINFORCEMENT DETAILS SEE "PRECAST PRESTRESSED CONCRETE GIRDER DETAILS NO. 1 AND NO. 2" SHEETS. 2. FOR DECK FAUX ARCH DETAILS SEE "BARRIER DETAILS NO. 1" SHEET. 3. FOR ADD IT IONAL HAUNCH DETAILS SEE "GIRDER LAYOUT" SHEET. 4. FOR PULL BOX LOCATION AND CONDUITS SEE "ELECTRICAL PLANS", AND STANDARD PLAN ES-9C. 5. HAUNCH DIMENSIONS AND HEIGHTS FOR CAMBER STRIP ARE SHOWN AT GIRDER ENDS. FOR HAUNCH VARIATION DETAILS SEE "GIRDER LAYOUT" AND "PRECAST PRESTRESSED CONCRETE GIRDER DETAILS NO . 1 " SHEETS . 6. ALL THE CONTINUOUS TOP SLAB #B's AT GIRDERS SHALL USE ZAP DOUBLE BARREL MECHANICAL LAP SPLICE IN LIEU OF SERVICE BUTT SPLICE. NO SPLICE PERMITTED WITHIN 25% OF THE SPAN LENGTH FROM CENTERLINE OF PIER FOR THESE BARS. 7. NUMBERS SHOWN AT ENDS OF BARS INDICATE DISTANCE FROM (j)_ PIER. 8. ADDITIONAL DECK REINFORCEMENT (#8 BUNDLES) SHALL HAVE NO SPLICES. 9. SPLICING OF BOTTOM DECK LONGITUDINAL REINFORCEMENT IS ALLOWED AT DEAD LOAD INFLECTION POINTS ONLY (APPROXIMATELY 10 FEET FROM CENTERLINE OF PIERS), AND SHALL MEET THE "SERVICE SPLICE" REQUIREMENTS. E C 0 .c "' " <I) E Cl .c 0 E E Cl "' 0 "' ;, " LL z w a:: I "' u w 0 I °' m I ~ <( I .Y ... Cl n. I " 0 r<J 0 r<J / Ol 00 st LO " r<J 0 ;;, E C Cl .c "' " <I) E Cl .c 0 ,> "' ~ u <I) ------------------------..-------------------..-----------------------------·a PREPARED BY: REVIEWED: Michael Baker ... ~o I( INTERNATIONAL No. 67848 14725 Alton Parkway, Irvine, CA 92618 Exp. 6-30-1 Phone: (949) 472-3505 • MBAKERINTL.COM CIVIi, \L.. ;S"lS',-k>\/'~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: R. KOTHA J. PADILLA CHECKED: DATE: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER DATE: ... "r ... <I) .Y Cl :;?' Cl u 0 -----------------------------11 ~ _______ .... ;, CL / SHEET OF .._ ______________________________________________________________________________ .._ _______________________ .._..;;;.=;.;;.;;;=..__...;..c'""""..;.;;.i-------------------------------------------'u S. MICHALSKI 01 11 16 MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 31 GIRDER LAYOUT 0 5' 10' NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. ®---if- @----if- ®---if- EDGE OF DECK "T--- 1 I I':] J' er---- -----, <...._~) r-_____ PIER CAP FACE (TYP_l ___ _ I I I I r1I_____ I I I -~ r-· I ~-r , ~---_____ L_, r-L ---------------------------~ , I I I I I -1-l Tl____ I I I ---------------------------..-' I I r-· 17' ~-r 17' ' 1 1 \ ~ 1 1 '-0" (TYP) \ \ H' I _____ L_, '..__I L-L ---------------------------~ ....... ,.__/ ,. l_.,____ -----r-J I L_r ---------------------------..-' I l 1~---+--~+ ====~ "' I l-1--1---4- =1J i -----,--] i ---~, I I • 'i' ... • 'l' • N N I J I "' -• 'i' ... ---~, • • ~ -1----+--I -----,--• --I hi '.~I__ I I I I ~ PARK AVE \ ®-_ _ --=====:] 1 c=: _______ _____ _________ _____ -~ 1 __ L I I I I I I I I ' I ' I . 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"' I ---~, J---'-,----~+ ===, II--+--+------1-f--f---------------------------------+----------------------------------------,f-------------------------------~-+---1 TOP DF FINISHED DECK BOTTOM OF FINISHED DECK --- TOP OF GIRDER UNDER FULL DEAD LOAD EDGE OF DECK HAUNCH THICKNESS VARIES i-~ SPAN © -- D ®® SPAN LENGTH HAUNCH DETAILS NO SCALE TOP OF GIRDERS@ ERECTION - FINAL TOP OF GIRDER INCLUDING MIN HAUNCH PLAN SCALE: 1" = 5' -0" ® ® © @ © © = VERTICAL CORRECTION = CAMBER AT ERECTION = DEFLECTION UNDER (DECK+ SIDEWALK+ BARRIER) DEAD LOAD = MINIMUM HAUNCH THICKNESS = TOTAL HAUNCH THICKNESS =®-@+©+@ Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM No. 67848 Exp. 6-30-1 CIVIi, PREPARED BY: \L.. <S'lf',-k,\/'~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: REVIEWED: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER R. KOTHA J. PADILLA '"c_H_E_C_K_ED_:__,----4,..D_A_TE_: ..... __,--1 DATE: _______ _ S. MICHALSKI 01 11 16 • ¥1 I -- LEGEND: @ GIRDER LINE NUMBER NOTES: 1. DIMENSIONS ARE MEASURED ALONG CENTERLINE OF PIERS AND ABUTMENTS. 2. GIRDERS ARE PARALLEL TO PARK AVENUE CENTERLINE. E C 0 .c "' "'CJ Q) E 0 .c 0 E E 0 "' 0 .. <D "-. N "-. ~ 0 "' 3: "'CJ >-' ::::, 0 >-<( _J I ::;; <( w (Il I 0:: (Il I Q) > <( I _y ... 0 n. I "' 0 r<J 0 r<J / Ol 00 "' LO "' r<J 0 "'CJ / E C 0 .c "' "'CJ Q) E 0 .c 0 E / "' ~ u Q) -~ 0 ... 0. I ... Q) _y 0 -" / 0 u 0 I 00 > 3: 0. SHEET OF / u R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 32 PRECAST PRESTRESSED CONCRETE GIRDER DETAILS NO. 1 SURFACE SH SAW TODTHE DETAIL "A" !ER 2 BRG ABUT 1, 4 [6" PILE I I 3•1 SURFAC SAW TO DETAIL E SHALL BE~ OTHED, SEE "A" (TYP) : #8 THR (TOT 2 FOR GI LENGTH OTHER #8 HEA FOR EX 2' 6"~~ ' I I I I/ #6_/ _/ U 2" DIA HOLE AT EACH END) RDER SPACING VARIES FOR GIRDER SPACINGS. DED BOLT REQUIRED TERIOR BEAM 3" #4 STIRRUPS SPACING WITH #4 CROSS TIES 2'-0" . I I 1 '-9" I 4'-0" r2-#6 CEA END (TYP) 6" 4'-0" I I IP I , I - I I (bp-CENTER OF GRAVITY OF _j NET PRESTRESSING STEEL 0.40 L 8 12 SPA@ 5" TOT 13 D 2-#4 BUNDLE (TYP) TOT 1 EA END 4'-0" CEA END 3" 6" r2-#6 (TYP) ALL BE~ D, SEE "" 4'-0" (TYP) i I / I .I 13'·~ 1 /2 16 I Q" ' , / I I ; \ \_#11 TOT 2 r #6_} I I I ,. A" 12'-8" TO BE COUPLED MECHANICAL ULTIMATE M BUTT SPLIC COUPLER, ACHANICAL -~ E 3" 8 4" #4 STIRRUPS SPACING 12 SPA@ 5" WITH #4 CROSS TIES TOT 13 THE SPAN. THE JACKING FORCE DOES NOT INCLUDE ANY FABRICATION SPECIFIC LOSSES. GENERAL NOTES: 0.40 L JACKING FORCE (P): THE JACKING FORCE REQUIRED AT THE POINT OF CONTROL ALONG THE SPAN. THE JACKING FORCE DOES NOT INCLUDE ANY FABRICATION SPEC IF IC LOSSES. THE MAXIMUM TENSILE STRESS IN THE PRESTRESSING STEEL UPON RELEASE SHALL NOT EXCEED 75% OF THE SPECIFIED MINIMUM ULTIMATE TENSILE STRENGTH OF THE PRESTRESSING STEEL. THE MAXIMUM TEMPORARY TENSILE STRESS (BEFORE SEATING) IN THE PRESTRESSING STEEL SHALL NOT EXCEED 80% OF THE SPECIFIED MINIMUM ULTIMATE TENSILE STRENGTH OF THE PRESTRESSING STEEL. CONCRETE STRENGTH: f'ci IS AT THE TIME OF INITIAL STRESSING f'c IS AT 28 DAYS DEFLECTION COMPONENTS: INFORMATIONAL ONLY SCREED LINE ELEVATIONS FOR DECK CONCRETE SHALL BE PREPARED BY THE CONTRACTOR AND SUBMIT FOR ENGINEER'S REVIEW AND APPROVAL. ALL REINFORCEMENT INCLUDING PRESTRESS STRANDS SHALL BE EPOXY COATED. DEFLECTED STRAND AREA GIRDER LENGTH= L (MEASURED ALONG i GIRDER) 1-i SPAN CONSTRUCT JOINT BETWEEN GIRDER AND DECK SLAB I WITH COURSE BROOM FINISH, I OUTER 3" OF TOP SURFACE { TOP PS STRAA/D, )f'¢ THREADED D 2-#4 BUNDLE (TYP) \ TO BE TROWELLED SMOOTH, SEE NOTE 4 INSERT (TYP) TOT 1 EA END 6" I (TYP) I I I / ' \ d-· / #11 TOT 2 TO BE COUPLED~ \ 0 6' 9' 6" \ 2· 9\0 - 0 \ \ 0 0 ' -\ / I X / ~ . B - 0.20 L 0.40 L 8 8 #4 STIRRUPS @ 12" 12 SPA @ 5" WITH #4 CROSS TIES TOT 13 SPAN 1. 3 GIRDER ELEVATION NO SCALE BEAM LENGTH= L (MEASURED ALONG i BEAM) I ~ SPAN CONSTRUCT JOINT BETWEEN #8 THRU 2" DIA HOLE ½"0 THREADED INSERT (TYP) GIRDER AND DECK SLAB (TOT 2 AT EACH END) I WITH COURSE BROOM FINISH, FOR GIRDER SPACING OUTER 3" OF TOP SURFACE LENGTH VARIES FOR 2, 3 2'-0" i PIER (TYP) 1 '-9" I I (TYP) 3• I I I ,-v ' /1 / >-• ,/ I ·- I nA" 3'-6" 3'-6" (TYP) 3• #4 STIRRUPS SPACING WITH #4 CROSS TIES 2'-0" (TYP) 1 '-9" MECHANICAL COUPLER, ULTIMATE MACHANICAL BUTT SPLICE #6 CONT (TOT 2 EA GIRDER TYP) EXTENDED BOTTOM STRAIGHT STRANDS AS SHOWN, SEE NOTES 4, 5 i PIER 3 I I TO BE TROWELLED SMOOTH, OTHER GIRDER SPACINGS. (TYP) I r TOP PS STRAND, I (TYP) SEE NOTE 4 I I \' \ /1 X / B ,.... 0.20 L 8 #4 STIRRUPS @ 12" WITH #4 CROSS TIES SPAN 2 GIRDER ELEVATION NO SCALE #8 HEADED BOLT REQUIRED 6" FOR EXTERIOR GIRDER ' \ 0 16 1 Q" 'J ' 0 \ \ \__CENTER OF GRAVITY OF ~ NET PRESTRESSING STEEL 0.40 L E 12 SPA @ 5" TOT 13 3" I I I I • i.,,-- >-/ • I I I 3'-6" 3'-6" (TYP.) 3" #4 STIRRUPS SPACING WITH #4 CROSS TIES #6 CONT EXTENDED BOTTOM STRAIGHT STRANDS AS SHOWN, SEE NOTES 4, 5 GIRDER SCHEDULE GIRDER ·x· "y" JACKING FORCE GIRDER GIRDER LENGTH IN IN (P) LOCATION DESIGNATION (FT) (IN) (IN) (KIPS) GIRDER @AND@ 30.50 5.94 10.75 352 SPAN 1 GIRDER@ TO® 30.50 5.71 9.08 527 GIRDER @AND@ 36.0 5.94 10.75 352 SPAN 2 GIRDER (G2) TO (G1 y 36.0 5.71 9.08 527 GIRDER @AND@ 30.50 5.94 10.75 352 SPAN 3 GIRDER@ TO® 30.50 5.71 9.08 527 NOTE: SEE "GIRDER LAYOUT" SHEET FOR HAUNCH THICKNESS DETAIL. TOP OF GIRDER SAW TOOTH AREA CONCRETE STRNGTH MID SPAN DEFLECTION COMPONENTS IN (ksi) IN (IN) f 'Ci f 'C DECK DL (SW+RAIL) 5.5 6.5 0.204 0.028 5.5 6.5 0.250 0.030 5.5 6.5 0.360 0.017 5.5 6.5 0.450 0.020 5.5 6.5 0.204 0.028 5.5 6.5 0.250 0.030 DL (/) • • • • • • +---11--• ••••• +---11--• •••• s SMALL SPACE PERMITTED WITHIN GROUP INDIVIDUAL STRANDS CLEARANCES FOR PRETENSIONED STRANDS NO SCALE 1. STRANDS MAY BE BUNDLED IN GROUPS CONSISTING OF 3 VERTICALLY 2 HORIZONTALLY, AND SEPARATED AT THE ENDS. 2. THE MINIMUM DISTANCE "S" BETWEEN GROUPS OR INDIVIDUAL STRANDS IS 1½" FOR ¾" DIA STRANDS, 1¾" FOR ½" DIA STRANDS AND 2" FOR 0.6" DIA STRANDS. 3. "S" IS MEASURED BETWEEN CENTERS OF ADJACENT STRANDS. 4. APPROVAL OF ENGINEER IS REQUIRED FOR DEVIATION. • CXl • CXl - • r-- 1-i GIRDER I I £FIELD BE I (TYP) I ----- NT #4 I I /2 STRAND I -le---1 _ _. f--- 2" :;, s CLR I • If) (TYP) . . I .. ;= r. ._ II II =-r-r-- "' ~ I -TO BOTTO "' 11. • CXl ---- #4----l • r--If) - 1-i GIRDER I 0 0 ---- -£FIELD BENT (TYP) ~ 2"¢ HOLE (AT ENDS ONLY) • 0 II O • -----+_J_ --1-- r--~-~-· _· -----'--__,__·_· __ -~ I N _J >-u f- I STRAIGHT ~'11 (TW: I #11 (TYP) TOTAL 2 ~ 17" AT MIDSPAN STRANDS TOTAL 2 ½"¢ INSERT SEE NOTE 4, 5 (SEE NOTES 3 TO 5) 17" ,__ ____ __, AT ENDS P/S STRAND PATTERN -G2 TO G11 (ALL SPANS) NO SCALE I I LEGEND: Ell = 0 . 6" D I A STRAIGHT STRANDS o = 0.6" DIA HARPED STRANDS 0 = MILD STEEL REINFORCEMENT ~ I /FIELD BENT ./__ (TYP) £FIELD BENT (TYP) 11. >---------f- ~ I #4 -i---_I_ -_. - 2" I CLR I (TYP) I __ QQ_ .. ' ~ • "' 11. - _L2 STRANDS --' "' -TO BOTTOM STRAIGHT STRANDS #4----t • r--- I -/ 2 STRANDS -:-r- ---1--i THREDED ROD ----+-~ N _J >- u .:::. 1 ~#11 CONT (TYP) EXTENDED I #11 (TYP) TOTAL 2 12 • 12" 1----------l TOTAL 2 AT MIDSPAN AT ENDS (SEE NOTES 3 TO 5) P/S STRAND PATTERN -G1 AND G12 (ALL SPANS) NO SCALE NOTES: LEGEND: e = 0.6" DIA STRAIGHT STRANDS o = 0 . 6" DI A HARPED STRANDS 0 = MILD STEEL REINFORCEMENT 1. DETAILS SHOWN ARE FOR PRETENSIONED GIRDERS. 2. FOR SECTION "A-A", "B-B" AND "c-c", SEE "PRECAST PRESTRESSED CONCRETE GIRDER DETAILS NO. 2" SHEET. 3. EXCEPT AS NOTED, THE STRAND DETAILS SHOWN ARE SCHEMATIC AND FOR ILLUSTRATION PURPOSE ONLY. THE ACTUAL NUMBER OF STRANDS AND LAYOUT MAY VARY BY MEANS AND METHODS OF THE FABRICATOR. THE ALTERNATIVE STRANDS PATTERN AND NUMBER SHALL BE SO AS TO PROVIDE THE REQUIRED JACKING FORCE AND P/S STEEL OFFSETS SHOWN IN THE "GIRDER SCHEDULE" TABLE. ENGINEER'S APPROVAL IS REQUIRED PRIOR TO ORDERING MATERIALS AND FABRICATION. 4. THE MINIMUM NUMBER OF STRANDS TO BE EXTENDED SHALL BE: • TYPICAL EXTERIOR GIRDER: TOP= 2 AND BOTTOM= 2 • TYPICAL INTERIOR GIRDER: TOP= 2 AND BOTTOM= 6 5. STRANDS IN ADJACENT GIRDERS ALONG A GIRDER LINE SHALL HAVE OFFSET TO FACILITATE EXTENSION OF PIER STRANDS INTO THE CAP AREA WITHOUT ANY CONFLICT. ALTERNATIVELY,COUPLERS MEETING THE ULTIMATE BUTT SPLICE REQUIREMENTS MAY BE SUBSTITUTED WITH ENGINEER'S APPROVAL. 6. "A" DIMENSION LENGTH FOR BARS TO BE COUPLED, TO BE AS RECOMMENDED BY PRECAST GIRDER MANUFACTURER AND APPROVED BY ENGINEER. 7. CONCRETE INSERTS ARE REQUIRED ON ONE SIDE OF GIRDERS B6, B7, B9 AND B10 ONLY, AND SHOULD BE ON THE OPPOSITE FACES FACILITATING SUPPORT CONNECTIONS AS SHOWN ON "BRIDGE TYPICAL SECT! ON" SHEET . 8. CONCRETE INSERTS SHALL BE DAYTON SUPERIOR TYPE F42 LOOPFERRULE INSERT OR EQUAL APPROVED (STAINLESS STEEL). u 0 0 0 E 0 <!) -:::::_ N -:::::_ I f-w 0 I :::, <( w II] I u z 0 u ,!. (/) <( u w "' [l_ I "' II] I g; <( I -c 0 [l_ I r--0 "' 0 "' / a, o:J "' If) r--"' 0 'O / u 0 0 0 / "' ~ u .'!1, .------------------------~=~~~----""'T====-------"T"-----------------------------,0 PREPARED BY: REVIEWED: ~ °r ~ w (ALL GIRDERS, BOTH ENDS) _-,_ DETAIL - A \"-;S,'<,'~V~ _; Michael Baker NOTE: NO SCALE I N T E R N A T I Q N A L SRINIVASSA RAO KOTHA FONG TSE, RCE 56980 8 THE CONTRACTOR SHALL VERIFY ALL x1:t l1~~~ RCE 67848 PRINCIPAL CIVIL ENGINEER ~ CONTROLLING FIELD DIMENSIONS 14725 Alton Parkway, Irvine, CA 92618 DESIGNED: DRAWN: il! BEFOREORDERINGORFABRICATING Phone:(949)472-3505· MBAKERINTL.COM c1vn, R. KOTHA J. PADILLA 1--------1 i ANY MATERIAL. OF CAI., -CH-E-CK,_E;.,D;,.: ;.;;,;,..,_D_A_lE,_: __,....,iiioi! DATE:_______ / L-------------------------------------------------------------------------------'--------------------------1-...::S:;.. • .::;M.:.:IC.:..:.HAc::L::::S:..::KIL-_.....::..:01,._1c.a1c;.1.:.,6 '----------....._ ____________________ .....__sH_E_E_T __ o_F __ ~u MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 33 PRECAST PRESTRESSED CONCRETE GIRDER DETAILS NO. 2 CONST JOINT BE AND DECK SLAB BROOM FINISH ( ---- TWEEN GIRDER:\ WITH COURSE TYP) ' r--2" CLR (TYP) 1:.> • • • L / / .. • -.... ~ - FIELD BENT (TYP) TOP STRANDS EXTEND INTO THE ABUT/PIER CAP 2-2"9l HOLE (TYP) ~ f-->--------------a.. >->--~ • D l:J .. -' ~ •• ' 10'-o" .. • " / I,; / • V 2-#6 CONT, EXTEND #11 CONT TOT 2, EXTEND INTO ABUT/PIER CAP SECTION A-A. C-C SPANS 1 AND3 CONST JOINT BE ANO DECK SLAB BROOM FINISH ( ---- TWEEN GIRDER\ WITH COURSE TYP) 2" CLR r--(TYP) ~ --a.. >->--~ ' D -~ w • " "" ' L ----.--/ / u ' • L----V -n i_J ________. ~ FIELD BENT (TYP) TOP STRANDS EXTEND INTO THE ABUT/PIER CAP GIRDER OUTSIDE FACE #8 HEADED BAR WITH COUPLER (TYP) 2-#6 CONT, EXTEND ' [X) - z D -(/) z~ w a.. >-->-Xf--w~ z -::, ---- ~ a.. >->--~ 0:: ...J u ' N #11 a -(/) z~ :: w a.. [X) >-->- -X f--w~ ...... 0:: d ' N '~ ' 1..- • I.I • -~ • ~---#4 ~----- NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. ~ COUPLER J (TYP) NOTES: ~ • I'! .. . ' "", SECTION A-A, C-C #4 [ TOT 2 ~- 10'-o" #11 CONT TOT 2, EXTEND INTO ABUT/PIER CAP 1. FOR LOCATION OF SECTIONS "A-A", "B-8" AND ·c-c·, SEE "PRECAST PRESTRESSED CONCRETE GIRDER DETAILS NO. 1" SHEET. 2. EDGE GIRDER WITH HEADED BAR TO BE EXTERIOR GIRDERS 81 AND 812, SEE "GIRDER LAYOUT" SHEET. 3. INSERTS IN GIRDER TO BE PROVIDED FOR FAUX ARCH ARCHITECTURAL FASCIA. FOR DETAILS SEE, "ARCHITECTURAL DETAILS" SHEET. (NOT INCLUDED IN THIS SUBMITTAL) 4. ALL 2" DIA HOLES TO BE PRESSURE GROUTED. HOLES TO BE PRESSURE GROUTED AFTER GIRDERS AND REINFORCEMENT ARE IN PLACE. • <O SPANS 1 AND3 LEGEND: e MILD STEEL REINFORCEMENT e P/S STRAND _£_FIELD BE (TYP) - NT TOP STRAN DS / / ' I #4 CONT ( TYP) / #6 CONT / • CONST JOINT BE AND DECK SLAB BROOM FINISH ( ---- TWEEN GIRDERS\ WITH COURSE TYP) :., • .. • • ' r--2" CLR • • (TYP) ---------· ·- ~ a.. f--------------- >->----· ·- L / / --~ -- - --· FIELD BENT (TYP) TOP STRANDS EXTEND INTO THE ABUT/PIER CAP 2-2"¢ HOLE (TYP) z D -(/) z~ w a.. >-->-X f--w~ z -::, ---- 0:: ...J u ' N ~ a.. >- _£_FIELD BE (TYP) - NT TOP STRAN DS / / ..-' I #4 CONT ( TYP) / #6 CONT / • • #4 MATCH -~L.--STIRRUP >--~ >--#4 MATCH ~ -~I-STIRRUP ---------- SPACING ~ .. I, .. ----• D --.. I, I,; -' ---------- SPACING ~ '.I .. .. .. 2-#6 CONT, EXTEND ~ I 3~ ~#4 UOR u "' V #11 CONT TOT 2, EXTEND INTO ABUT/PIER CAP ~#4 UOR #11 ...... -~ '~ I u .. (TYP) , -• " • ' / 2" CLR (TYP) 17" EXCEPT AS SHOWN #4 _..Jj_/ 10'-o" (TYP) SECTION B-B SECTION A-A. C-C (TYP) TYPICAL INTERIOR GIRDERS (G2 TO G11) ,____#4 u OR u (TYP) L FIELD BENT (TYP) - ____ -,,--TOP STRANDS -----#5 CONCRETE INSERT @ 12" TO ATTACH FAUX ARCH FASCIA EXTERIOR FACES i--GIRDER OUTSIDE FACE 2" CLR (TYP) EXCEPT AS SHOWN SCALE: 2" ; 1 '-0" ---- CONST JOINT BE AND DECK SLAB BROOM FINISH ( TWEEN GIRDER\ WITH COURSE TYP) ' r-- ~ a.. >->--~ ' D - ~ COUPLER J (TYP) 2" CLR (TYP) --- ~ ' L ----.--/ -/ ~ u u l: • • -1.----- '" "' -n i_J _______.. .. ~ ~----. " ... "><' SECTION B-B SECTION A-A, C-C TYPICAL EXTERIOR GIRDERS (G1 AND G12) SCALE: 2" ; 1 '-0" (SEE NOTE 2) Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM No. 67848 Exp. 6-30-1 CIVIi, FIELD BENT (TYP) SPAN2 z - • " " 17" (TYP) SECTION B-B (TYP) / 2" CLR (TYP) . EXCEPT AS SHOWN ~ ---- L FIELD BENT (TYP) - TOP STRANDS EXTEND INTO THE ABUT/PIER CAP GIRDER OUTSIDE FACE #8 HEADED BAR WITH COUPLER (TYP) 2-#6 CONT, EXTEND #4[ TOT2 ~-10'-o" #11 CONT TOT 2, EXTEND INTO ABUT/PIER CAP • <O SPAN2 PREPARED BY: \L.. ;S'lf'\"k,\/'~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: R. KOTHA J. PADILLA REVIEWED: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER 0:: d ' N --r-#6 CONT ------;/t~CC::S-===-t,=-INSERT FOR FAUX ARCH FASCIA #4 ~----- 12" (TYP) SECTION B-B i--GIRDER OUTSIDE FACE 2" CLR (TYP) EXCEPT AS SHOWN CHECKED: DATE: DATE: ______ _ S. MICHALSKI 01 11 16 SHEET E C 0 .c "' "\'.J " E 0 .c 0 E E 0 r--D .. -- <O "-N "--D "' ,: "\'.J N I >--w 0 I :::!' <( w [D I u z 0 u I >--(/) <( u w 0:: o._ I 0:: [D I " > <( I _y .._ 0 o._ I r---D r<J D r<J / Ol [X) sj- LO r--r<J D "\'.J / E C 0 .c "' " " E 0 .c 0 E / "' ~ u " -~ 0 .._ "-I .._ " _y 0 -" / 0 u 0 I 00 > ,: "-OF / u MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 34 BARRIER DETAILS NO. 1 4 '-3¼" 8'-o¾" JD. .-,- BB/EB I 3'-6¾" I I 22'-8" FLAG HOLDER MODEL #310077 BY USA-FLAG-STORE OR APPROVED EQUAL PER SPECIFICATIONS -(TYP) (TOTAL 8, 4 BARRIER) 1'-0" (TYP) 8'-10" 8'-10· 110'-o" 101 '-5½" 40'-o" i-~ PIER I I 3'-6" 1 '-6 .. (TYP) 8'-0" 8'-0" I 8'-0" , TOP OF BARRIER 8'-0" \ GI 4 '-3¼" 22'-8" 8'-o¾" 1 '-2" CONCRETE "TRADITIONAL" LIGHT-...\t~ POLE BY SOUTH COAST LIGHTING 1 2" 10" 2" i-~ PIER OR APPROVED EQUAL -SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. i---BB/EB ' ;,f.:! GJ 3' -6¾" (TYP) I 3'-6" 8'-10" 8'-10· I _j_ 2'-0" ' BRIDGE BARRIER ~ ' co .:,.t I ~ 11 I II 11 11 I ;~~~; ~®.J,...!:::=~ -+ 11 11 11 II II II I II 11 11 =,~ CJ " ;~~:; ....:.w---+-----~---= -'_,-1-,1 '--= =: = = = =------ ----v---r-----------j-----------------------1----:-----= = = == = = • ~== = ==: _-',--1-l---,L_ = ==----~--..;.., • "" 2· ,I -1 .. • ' ~ co LO I I . . I') - ' TOP OF SIDEWALK__J r--1 -N , EXISTING BOTTOM OF GIRDER TOP OF DECK ! ~ ~v ~ "i" • ~ ,I ;,, NORTH FASCIA I ~ 101'-5½" 30'-8¾" 20·-o· ~ 20·-o· I BB/EB FLAG HOLDER MODEL #310077 BY ~ PIER ~~TOP OF BARRIER USA-FLAG-STORE OR APPROVED EQUAL PER SPECIFICATIONS -(TYP) I I (TOTAL 8, 4 BARRIER) I I I 7'-9'" 7'-9'" 7'-9" 5'-6" 7'-6" 7'-6" 3' -6" 7'-6" 7'-6" I 2•-4• \1 GJ ' \J I II II I II I II [I] I I II I 1 '-0'" II II (TYP) II I I ---------------7------T-------------~--1 '-8':----,----------I -------------I I I ' .J --- I"-. ~ R-75. 18' ' I') I -- 2· ' ;,f.:! BRIDGE BARRIER 2· TOP OF SIDEWALK\ ~ "" ~ NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. I SECTION B-B SCALE: 111 = 1 • -o" TOP OF SIDEWALK 1 '-2" 10" 2" ~ • co .:,.t I ~ ' ~ N I -N ,.,.. ,I ' co ~ / ' r--I -N ' co I -I') _J-\ \_R-121.78' \_ 2' o· ~ TOP OF DECK ~ EXISTING BOTTOM OF GIRDER SOUTH FASCIA BARRIER AND FAUX ARCH FASCIA ELEVATION SCALE: 1" = 5' -0" 1 '-3" 4• 7" 4" I I ./ ........ ·- • 0 ' I N -- - 1½" BRIDGE BARRIER ' ' ;,f.:! ;,f.:! --I --I -N I') , ~ ~-.... T OP OF SIDEWALK-• 0 ' -;,f.:! ~ ½" .,7' I SECTION C-C SCALE: 1,. = 1 '-0" ' co ~ ,,.. 30'-8¾" ,,.. -~ PIER er--,._,. I 1 '-6" (TYP) I I 3'-6'" 7'-9" 7'-9" 2'-0" BB/EB Cf) w ~ (l'. <( > I I (TYP) !J I II II ~ I 11 II I 1 '-6"' I (TYP) FAUX ARCH FASCIA (TYP) -----------r---------------------------------I _J- - ---/-L --- ' I ~ 0 R-73.88' rV I -~ I') . 2'-6" 1 '-2½" 1 '-3½" ~ CONCRETE --'--8-,,---1---, LIGHT POLE ,-----ANCHOR BOLTS DETAILS PER LIGHTING MANUFACTURE'S RECOMMENDATIONS AND AS APPROVED BY ENGINEER. • E N ' ~ 0 I - 1½" BRIDGE BARRIER ' ;,f.:! -I . N • ~ TOP OF SIDEWALK • 0 SECTION D-D SCALE: 1" = 1 '-0" 6½" 7½" 6" CLR I ~=l=- L +I---T--+I-.J 11 1 , 11 11 11 11 11 -' CJ) I 11 11 11 11 11 11 ~==-~, , ' "t---H------~ ;,f.:! 4" ' • 'o· <') -' Rt• ~~ '~ "S, 2" N --I E SECTION A-A SCALE: 1" = 1 '-0" "1 1 '-3½" "''7 I ' 1 ' I N r---t---.l.-----7 I . 1 r, 1 r,1 -I\, I ,_ I I I I I ' I I t I ~ --~--tt-~ - - --_j_ - - L __ - I I I LIGHT I ' POLE , ir, I ~,! N '-+ ,_ I L---r-----J . I - . N ~ LIGHT POLE : 2'J6 .. / t,. ' SECTION E-E SCALE: 1" = 1 '-0" NOTES: 1 . SEE "BARR I ER DET A I LS NO . 2" SHEETS FOR DETAILS NOT SHOWN ON TH IS SHEET. 2. BRIDGE LIGHTING DESIGN AND DETAILS SHALL MEAT CALTRANS CRITERIA. E C 0 .c "' 'O <I) E Cl .c 0 E E Cl 00 0 -- -e!. w D e!. w [l_ <( (l'. <( [l_ I (l'. m I ~ <( I _y ... Cl [l_ I r--0 I') 0 I') / Ol 00 "" LO r--,,., 0 ;;, E C Cl .c "' -□ <I) E Cl .c 0 ,> "' ~ u <I) ,-------------------------~=~~~----""'T==~------------------------------------1·0 PREPARED BY: REVIEWED: Michael Baker ... ~o I( INTERNATIONAL No. 67848 14725 Alton Parkway, Irvine, CA 92618 Exp. 6-30-1 Phone: (949) 472-3505 • MBAKERINTL.COM C \L.. ;S'lS'\"c-0\J'~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: R. KOTHA J. PADILLA CHECKED: DATE: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER DATE: ... "r ... <I) _y Cl :3- Cl u 0 t---------------------..--------11 ~ 1--------1 "' CL / '---------------------------------------------------------------------------------L------------------------.1...~~~~L--~~~L--------..L--------------------..1..------_Ju S. MICHALSKI 01 11 16 SHEET OF BRIDGE TOP Of 1/lichael Baker INTERNATIONAL ,.,,, ..... .,.,,.,,,.,, .. c,u ... "'"' ..,; •"'.',-l!CI '.$''-<R'MLCC•.• 1 '-3" 4" 7" 4" ' N "" ' "' "" • 0 ' • 1Y," <D • ' ~ . ,,, BARRIER • -~ ' . N ' ' ;,,. SIDEWALK • ' ~ <D ½" Apf.(O\J~ 1>1t1--t 7 MOD. SECTION C-C (SHEET 34) SCALE, 1" = 1'-0" rooc ~-JK:C ~1eo C-6155 PARK AVENUE BRIDGE REPLACEMENT BRIDGE BARRIER REVISION Pi!MOPM. C.... OIQH((II l--========--ir-a~:;:;-c"1 CITY OF NEWPORT BEACH R-6062-S PU8UC WORKS DEPARTMENT fffl 1 CF 1 -'::'-~ ' -I ·~11 _ --I ' BR(DGE 8ARRJER -' ,, ., 'i e-;...I I ' ' ,--. ' -"' -- I l v) " . [ 7 · I j FAUX AP.CH Ft.. l UP) SC!k - SECTION A-A SCA.LE :..·, w -0. ., ·' ' '" ' (i 1/lichael Baker INTERNATIONAL i,IJH°"" ~ .. -'""'' C"110U "'" ,.;,;•:.)"l ,,,.,ea,NrtCCS' ' N • ~ ;. 1'-2" 2" 10" 2" ' <D • ' 0 ~ ' ., • "" ' a:, "" BRIDGE BARRIER ' <D ' . • ,,, 2" a:, ;,,. ' . <D N ' TOP OF SIDEWALK • ' ., ~ MOD. SECTION B-B (SHEET 34) .. ED ,, .... , .. ,~ ?~, . . ; .. ..&llilL; . ~ . ~ .. -~ ·--~ " QO(O<((t_ DAit, • 3<n-.t: I I 11 1~ ·' .0-,l 1,~/1 S.-,l • ~ I ~ ~ .8-. ~ Ji- ·"" l)f'!-,1 " - - ' .¾ N • " j • § ~ • SCALE, 1" = 1 '-Q" Rt..:OCD· rGNGfs[.RCESMao P!llfOP'-O"l (- DAie: ;,, -~ .. !,f -~ ~ i ~ C 0 ~ ' • • ~.½ "> ' ,---- 3 < ~ C 0 ~ ' • C--6155 PARK AVENUE BRIDGE REPLACEMENT BRIDGE BARRIER REVISION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ~~ (\ - 0 z " \. Q ·-ti ~ w (/) , r • '11 • m ? u z - 0, 0 " . \ ; " " ~ ' r V', I; \\\ I V7 R-6062-S -· 1 • 1 111ichael Baker INTERNATIONAL ..,~ .... ~ .. _,. W'< C•SNII ,.,..,, ;.,;,,,;.,.o, ".:a,.,t!.'l.."1\CC•, 2" • ~ BRIDGE BARRIER 2" 1 " FAUX ARCH FASCIA (TYP) 1 '-2" 10" 2" ' N ' ., ' ., • "" ., ' ,,, ' "" - ' ., V) uJ -~ > 0 ' "" • <D ' . • ,,, a:, I N • ~ MOD SECTION A-A (SHEET 34) SCALE, 1" = 1 '-0" PRC!'AREO flY 1-----1---,i,,c IS£. RIX s,;§ijij C-6155 PARK AVENUE BRIDGE REPLACEMENT BRIDGE BARRIER REVISION PlltlOl'.ll O\l. tMQNl(i 1---,--=----------,.--,,,.,,,=rl CITY OF NEWPORT BEACH R-6062-S PUBllC WORKS DEPARTMENT :M{f 1 1$ 1 MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 35 BARRIER DETAILS NO. 2 ' N I I I I I I I I I I I I I -I--U----U-----l------~----1----------1 ' 7' -' 0 I " <O ' --~-----------------------, @ 16" ~ _#_5_r--l __ S_P_A ___ @_8_" _ _,_ _________________ ~J\ 3'-0" #5 ~ SPA @ 8" @ 16" @ 16" ~ ' '-?I I --'- c--li)_ ELECTROLIER SEE NOTE 4 2'-4" ~' ,- ' I ?I ~ -,-~ I , ·t--I --I I I ·{--t II I I I I l = ~= ---f--~= ---e- ~= 4'-3" I MIN @ 8" 1 (TOT 13) PLAN SCALE: 1/2"=1'-0" I I I ,----7 =j I =t_ ____ ~ =::::i p-7 -' -' ~PULL BOX @ 16" V @ 16" A V 30'-6" ~ 1------------------------'\,----------------------t---li)_ PULL BOX/ELECTROLIER #5 t@ 8" 2" #5 CJ@ 16" 'P • a:, I " "' TOP OF SIDEWALK TOP OF DECK TOP OF BEAM NOTE: LONGITUDINAL REINFORCEMENT IS NOT SHOWN FOR CLARITY l l l 6'-o" / SEE CURB DETA:L --_ /#5 ri-:..@ 16" // / ', 1% - CONC1 / r. \ I 11· I DECK I I ' ro ' -I -7 T'""\ /9 # p on ; r '~ 7 '_/-----------.> f---4 "\i:,@ 16" . -. LACE BEFORE D ECK CONCRETE I • • • I • • on I on -- #5 @ 18" (TOT 6)___!' l l 7' 1 '-2" ' #5 J@ 8" ,~ ·' I_, ----#5 (TOT 14) ----- #5 L@ 8" • ~ 1Jf' CONDUIT, (TYP~ • I SEE NOTE 4 y \ PERMISSIBLE CONST JT 5•-on " #5-,@ 16"\ ['. ·~ I • 2-#5 -t;~ -/ l Y- ~ • • I 2" ~(TY r;; CHAMFER CJ @ 16" #5 #5 J @ 16" 1 " CLR (TYP) #5 _J @ 16" -LEV EL ~ ro l ~ 1 : • :Q -----DEC / , K REINF -~ I • . I ' 1" CLR ' ' • I • • I FAU • • .__ ___J ' FAS REINF ON FRONT FACE REINF ON BACK FACE l (TRAVEL SIDE) #5 @ 8" (TOT 13) 6 N EACH SIDE, 1 @ Ii)_ - #Sn j (TOT 5) ~ I (' ' ⇒ 11, ' l l l' • .-.r l l l .. I II II I' ~~I II -~ I' I I I I f I V ~ I ~= - -f-- / - -e- ' / / / 1/ I ELEVATION SCALE: 1/2" = 1 '-0" V - 2'-6" Ii)_ 1 '-2½" i----- I I ' / \ , ' I I ' ' ~ ,, I~== = I L ++ -_J L -++ .J 11 11 11 11 11 11 11 11 11 11 11 11 -=1 I I I I I I I 111 11 1'1 11 11 11 11 11 11 11 11 - l 7' -' \ \ ;A \__PULL BOX \8).1.Z- ---...... - Ii)_ BARRIER= Ii)_ ELECTROLIER AND ANCHOR BOLTS ----CONCRETE BARRIER ~ TOP OF SIDEWALK ! l T T I EDGE OF DECK ---1 "=== = = == ±: :::0 I 0 I I I ll I I I I I '/ l l I I I I I I @ 8" (TOT 4) @ 8" ~ #5 ~@ 8" 2" #5 ~@ 16"1 (TOT 4) I AT EA END -Hi- l l l NOTE: SOUTH FASCIA IS SHOWN, NORTH FASCIA BARRIER IS SIMILAR. EXP JT 1" MIN • 11 EXP JT UTILITY DUCT FORM VOID AREA BY WRAPPING DUCT WITH 15 LBS BUILDING PAPER OR EQUAL. UTILITY DUCT EXPANSION JOINT NO SCALE #4 CONT #4 \"@ 16" t>~ CURB DETAIL SCALE: 1" = 1 '-0" 2" ' ro • ? -I " N 2 1 -611 ANCHOR BOLTS TOP OF CONC BARRIER B #5 n (TOT 7) 1 '-3Jf' 7)f' 8" ' 11 VARIES #5 ~: .~\-6"-1------ LEG #5 L (TOT 2)------111 Ii)_ LIGHT 1. -2½" 8" 6)f' .f' FIELD GROUT #5 X 6'-0" B ->-EXTEND ALL BARRIER LONG REINF TOP OF SIDEWALK ___ l\lnTE· ALL REINFORCEMENT IN THE BARRIER IS NOT SHOWN FOR CLARITY SPACED AS SHOWN SEE PLAN VIEW #5 l_ (TOT 3) e---+--6 ..· ~ d TOP OF DECK PEDESTAL ELEVATION ... I N #5 ..r--l. ( TOT 6) I #5 L (TOT 2) 1 '-3Jf' #5 L (TOT 3) NOTES: SCALE: 1" = 1 '-0" -~H-~--::ar-#5 (TOT 13) j SECTION B-B SCALE: 1" = 1 '-0" 1. DIMENSIONS WILL VARY WITH CROSS SLOPE AND WITH CERTAIN THICKNESSES OF SURFACING. SEE PROJECT PLANS. 2. CLEARANCE TO REINFORCING STEEL IN CURB AND RAILING TO BE 1" EXCEPT AS NOTED. LONGITUDINAL REINFORCEMENT TO STOP AT ALL EXPANSION JOINTS. 3. SEE PROJECT PLANS FOR ELECTROLIER LOCATIONS AND PULL BOX TYPE. 4. FOR ELECTRICAL DETAILS, SEE CALTRANS STANDARD PLANS ES-9A, ES-9B, ES-9C, ES-9D, AND ES-9E. 5. MINIMUM CONCRETE EDGE DISTANCE, TO THE REINFORCING SHOWN, SHALL BE MAINTAINED. EDGE DISTANCE MAY BE ADJUSTED TO ACCOMMODATE INCREASE IN CONCRETE COVER FOR ARCHITECTURAL TREATMENT . E C 0 .c "' -□ <I) E 0 .c 0 E E 0 ro D "' ;, -□ N e!. w D e!. w [l_ <( (l'. <( [l_ I (l'. m I ~ <( I _y .. 0 [l_ I " 0 "' 0 "' / Ol ro ... LO " "' 0 ;;, E C 0 .c "' -□ <I) E 0 .c 0 ,> "' ~ u <I) NOT X ARCH CIA, SEE E 1 &: 2 -------------------------------------------..-----------------------------·o PREPARED BY: REVIEWED: N OTE: " " SEE BRIDGE TYPICAL SECTION SHEET FOR BARRIER AND FAUX ARCH DIMENSIONS. NOTE: TYPICAL SECTION THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL SCALE: 1" = 1 '-0" • -- Michael Baker ... ~o I( SECTION A-A SCALE: 1" = 1 '-0" INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 No. 67848 Exp. 6-30-1 Phone: (949) 472-3505 • MBAKERINTLCOM CIVIi, \L.. ;S'lS',-k>\/'~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: R. KOTHA J. PADILLA CHECKED: DATE: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER DATE: .. "r .. <I) _y 0 :3- 0 u 0 -----------------------------11 ~ _______ .... ;, CL / SHEET OF .._ ______________________________________________________________________________ .._ _______________________ _._...;;;..=;..;;..;;;=..__...;..c'"'""'..;.;;..i---------..._--------------------..._--------'u S. MICHALSKI 01 11 16 1% 1 '-2" TO ACCOMMODATE 3" PDST -'---~ POCKET, MOVE TD OUTSIDE DF VERTICAL #5 J@ 8" CUT TOP 12" #5 (TOT 12) #5 L@a"-- FIELD BEND TO FIT REVISED Dif/ENSIONS 1½" CONDUIT, (TYP SEE NOTE 4 PERMISSIBLE CONST JT 5'-0" #5 -, @ 16" 2-#5 2"x½" CHAMFER (TYP) l--+---#5 C)@ 16" LOWER 12" /l-,i----#5 J Iii 16" CLR (TYP) CUT TOP 12" #5 _j @ 16" FIELD BEND TO FIT REVISED DIMENSIONS LEVEL #5 @ 18" (TOT 6) -°'-DECK REINF 1" CLR -FAUX ARCH J FASCIA, SEE ~JC NCTE: APPLY EPOXY COAT I NG TO EXPOSED ENOS OF CUT REBAR. NCTE I & 2 JPt. JVi 1'i-1--11 MOD. TYPICAL SECTION (SHEET 35) 111ichael Baker INTERNATIONAL 0'12\_0,,...,, """ CAl:G>I •• ,,,, w. •·=·""' •-•a11mcco.•J SCALE: 1" = 1'-O" C-6155 PARK AVENUE BRIDGE REPLACEMENT BRIDGE BARRIER REVISION fO<C !SC, Re£ ~HO PRIIIOl'll. O'ol.tNCllttR l--==-----------1 CITY OF NEWPORT BEACH R-6062-S PUBLIC WORKS DEPARTMENT s,u1 1 r, 1 1 '-2" #5 ( TOT 14 )1-C-l+---....1 #5 @ 16" ---·--=------~ ,::; E,<,..,:) ;?3,-JJ> 10 ;:"1 ;--Qe,.J,"3Ci:> #5 L @ 8" 01 /\ ;5-JS,l P,.:,.,_':, 1)f' CONDUIT, (TYP SEE NOTE 4 PERMJSSIBLE CONST JT 5'-0" #5 --, @ 16" -------- 2-#5 1" CLR (TYP) • Ai'{' L'; t; 1'0 X ~( i,ll.t,.. 7 )-.l G lo C:w 0 " u 7 Lu, ~£,£__ #5 _j @ 16" Fi,=;c.0 g',s..,;:, TC 'Y\) ~1/l~S°_s, 0\......a.Jjlaj LEVEL ~ co MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 36 STRUCTURE APPROACH TYPE EQ (10) NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. I 11 ti""'"I ,---,__ " ' V ----------- r---------------L._ _____ ---------- J END (TYP OF BARRIER ) FRONT FACE OF BARRIER TRANSVERSE JOIN T BB ~ PARK AVE~ r--------------L-:_ ___ ------- , .....---,----HMA ROADWAY 'f PAVEMENT ____ _,____,,_--------------, • =----------K.__ ---------- 10'-o" 10 ,_0..A ~' 16"0 CASING FOR WATER (TYP), SEE "WATER RETAINING WALL\ APPROACH RAMP ( TYP.) I I ~ DETAIL NO. 2" SHEET FOR DETAIL. ..r-,__---TRANSVERSE JOINT I__J ·~t· 111111 '' ~- ~ 11 BRIDGE DECK~ PLAN SCALE: 1" = 10' 10·-o· BB OR EB --+--------------------------------1 PAY LIMITS FOR STRUCTURAL CONCRETE, ' a:: ~_J u ' 0 I APPROACH SLAB (TYPE EQ) SEE "ABUTMENT TIE DETAILS" #5@ 18" BOTH WAYS #6 @ 12" NORMAL TO LANE LINES ABUT WALL #5 BAR CHAIRS@ 3'-0"± TRANSVERSELY AND 4'-0"± LONGITUDINALLY #7@ 6" PARALLEL TO LANE LINES SECTION A-A SCALE: 3/4" = 1 '-0" BB OR EB--i SEALED JOINT, MR <-½", SEE NOTE 1 SEAL BOTH ENDS OF PVC CONDUIT #5 CONT TOT 2 PARALLEL TO BB OR EB 1 '-6" #5 c:::= @ 6, PARALLEL TO LANE LINES 8" CLR, OTHER DEPTHS MUST BE APPROVED BY ENGINEER SEE "ROADWAY PLANS" EXPANDED POLYSTYRENE AROUND ANCHOR ASSEMBLY ¾"0 X 8" BOLT ¾"0 GALV COUPLING NUT ¼" EXP JT FILLE 3" lj'_ ¼" X 2¼" X 2¼" WITH 1''0 HOLE ¾"0 GALV ROD @ 24 WITH NUT AND THREADED ENDS. ROD ENCASED IN 1"¢ x 2'-4" PVC CONDUIT ABUTMENT TIE DETAILS SCALE: 3/4" = 1'-0" BRIDGE DECK BAR CHAIR DETAIL SCALE: 1" = 1 '-0" 6" BENT lj'_ ¼ X 6 OR L3 X 3 X ¼ >---BB OR EB EDGE ANGLE PLAN SCALE: 1" = 1 '-0" 11 ,.___ >- 'L--~ - -:J APPROACH SLA B r ; JOINT SEA L :J •J'"""" • 11 1 • I - l -- RAMP ( TYP) _/ 11 BARRIER SEE NOTE 2 _J < ABUTMENT CAP w IF) f-z -0 -, u. 0 IF) f--:::, -_J SEALED JOINT LIMITS SCALE: 1 " = 10 ' Michael Baker INTERNATIONAL 14725 Alton Parkway, lnline, CA 92618 Phone: (949) 472-3505 -MBAKERINTL.COM BARRIER "DETAIL A" STRUCTURE APPROACH WINGWALL OR RETAINING WALL SECTION B-B SCALE: 3/4" = 1 '-0" No. 67848 Exp. 6-30-17 crvn.. PREPARED BY: \"--;S-.,-.'1-z.vv~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: BENT lj'_ ¼ X 6 (GALV), SEE "EDGE ANGLE PLAN". LOW SIDE ONLY, SEE NOTE B POURABLE SEAL PLACE¼" HARDBOARD BETWEEN SLAB AND WALL WITH SMOOTH SIDE TOWARD WALL BAR ¾ X ¼ X 8" @ 12" NOTE B: REVIEWED: NOTES ----1--+ __ 2_" USE L3 X 3 X ¼ ( GAL V) FOR CONCRETE BARRIER OR CURB WITH VERTICAL FACE. DETAIL A SCALE: 1 1/2" = 1 '-o• 1. FOR JOINT PROTECTION DETAILS, BLOCKOUT DIMENSIONS FOR JOINT SEAL ASSEMBLY, AND OTHER DETAILS NOT SHOWN, SEE CAL TRANS STANDARD PLANS. FOR MR ~ 2", ADJUST REINFORCEMENT TO CLEAR SAWCUT FOR SEALED JOINT. 2. END THE PLATE OR EDGE ANGLE AT BEGINNING OF BARRIER TRANSITION, OR END OF STRUCTURE APPROACH AS APPLICABLE. FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER R. KOTHA J. PADILLA '"c_H __ E-cK'""E""D:.;.a.;."""f-D-A T"'"E""': -'-'='"'! DA TE: ______ _ S. MICHALSKI 01 11 16 E C 0 .c "' "tl Q) E 0 .c 0 E E 0 00 0 .. ~ ~ <D .:::::_ C'J ~ '-~ 0 "' " "tl I u < 0 a:: 0.. 0.. < I f-u ::J a:: f-(/] I a:: [D I Q) > < I .,, L 0 0.. I r--- 0 r<J 0 r<J / OJ 00 ..- '° r--- r<J 0 "tl / E C 0 .c "' "tl Q) E 0 .c 0 E / (/J ~ u Q) ·-0 L n_ I L Q) .,, 0 .Q / 0 u 0 I 00 > " n_ SHEET OF / u MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 37 MISCELLANEOUS DETAILS STRUCTURE APPROACH SLAB 3" SLOTTED PLASTIC PIPE GEOCOMPOSITE DRAIN (TYP) 3" LJNSLOTTED PLASTIC PIPE SEE "DRAINAGE~ PAD DETAILS" I I I \ \ / ' NOTE: TYPE E-2 DETAILS SHOWN, TYPE E-1 SIMILAR. ...... ...... RETAINING WALL NO. 1 ' \ I / \ I I I RAMP WALKWAY TOP OF RETAINING WALL FOOTING SECTION A-A 0 8 16 ---- NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. NO SCALE • 0 I I I I I I I I I L __________________________________________________ _ I I I I !, (OUTLETS, SEE "DRAINAGE DETAILS" SHEET ( ,➔ .... 'r.-'-----~--~------------------~ ,:::_ -------------' =====~[oj.._0-'->---_-_--::_-:::,_':=_-::::;----1,t-_;;,1.,,1,_1 ~======================:::::i II t.-:)11 II 5+00 B '';::)11 II ).::_ ,1 kL=============================~==J ,_ ======r ii 111--TRANSVERSE JOINT II I II ----3" SLOTTED PLASTIC PI PE (TYP) U.N.O. 11 Y-----!ill --STRUCTURE :: APPROACH SLAB II I =====.Ji RETAINING WALL NO. 1 k,n ================================7 ~x:1 I 5" suoTTED PLAsTic PIPE 11 t:.-~11 L (TYP) II -----~~1c==1>-1 ).::'4Xri--ll .. ----+---------------· 11 I ).::'X1I r I I I I I 11 ).::'x1I I 11 r§t'===-,-----,-------------------~--d I I A I I I I PLAN SCALE: 1/8" = 1 '-0" END OF STRUCTURE LIMITS OF STRUCTURAL CONCRETE, APPROACH SLAB (TYPE 10 EQ) APPROACH SLAB GEOCOMPOSITE DRAIN 3" SLOTTED PLASTIC PIPF----.1 3" UNSLOTTED PLASTIC PIPE:--i---J:;j \ SLOTTED PLASTIC PIP NOTE: TPB NOT SHOWN FOR CLARITY. SEE "DRAINAGE PAD DETAILS" SECTION B-B NO SCALE B 88 OR EB FG 6+00 -1-- ' 0 I CONCRETE-~ DRAINAGE PAD 4" 1 ·-o" GEOCOMPOS !TE DRAIN FILTER FABRIC 5" SLOTTED PLASTIC PIPE TPB ' st DRAINAGE PAD DETAILS NO SCALE NOTES 1. FOR STRUCTURAL APPROACH AND OTHER DETAILS NOT SHOWN, SEE OTHER PLAN SHEETS. 2. ALL BENDS IN PLASTIC PIPE MUST HAVE 3'-0" MINIMUM RADIUS. PLASTIC PIPE USED FOR BENDS IS NOT REQUIRED TO BE SLOTTED. E C 0 .c O' " Q) E 0 .c 0 E E 0 00 0 ~ ~ O' ;. " >-' w 0 I u (/) :::;; I Q'. [D I !!; ..,: I .,, L 0 (l_ I r---0 r<J 0 r<J / OJ 00 st '° r--- r<J 0 ~ E C 0 .c O' " Q) E 0 .c 0 E / (/J ~ u .!!!, ------------------------------------------------------------------------0 PREPARED BY: REVIEWED: Michael Baker ~FESS/~ ~._o }(o ,,, "' INTERNATIONAL No. 67848 14725 Alton Parkway, Irvine, CA 92618 Exp. 6-30-17 Phone: (949) 472-3505 • MBAKERINTL.COM crvn.. \"-,>'6''k>V~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: R. KOTHA J. PADILLA CHECKED: DATE: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER DATE: L n_ I L Q) .,, 0 :3- 0 u 0 -----------------------------11 00 > 1--------1; SHEET OF _______________________________________________________________________________ .._ _______________________ _,_ _______ ._. ________________________________________ __.u S. MICHALSKI 01 11 16 MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 38 PEDESTRIAN RAMP DETAILS NO. 1 • 0 I . -rr-------T7 ii I I " I I ' -I -~ I I I 6 I I ' '"' I I I --• • I a, I a, I I ~ I :: I I I . ' . ,__J____L ---...,-"' --, ' I • 0 I . I • 'o : I " z in ~ 0 I . - ~ - I 1 '-2" I I B C • ::1 L L ________________________ -------------------------------------------------------- (WALL NO. 5 (FOOTING .£.I I 0--- I • 0 I . Ill - • 0 I . Ill 5'-0" 10" 5'-0" 53'-3" (WALL NO. 3 I () ~ • a, {WALL NO. 2 --o - • 0 - {WALL NO. 1 • "' I . - 52'-3" ~ 10" FOOTING PLAN SCALE: 1/4" = 1 '-0" STEEL RAILING AND HAND RAILING TYPE C STD PLAN 606-4, MODIFIED PER DE PER SPPWC AND TAIL ON 1 • -o· ~ 7i WALL NO. 4 BRIDGE - LIGHTING 9" i er= 0 - ( CONST JOINT I (OPTIONAL) I R=93.75\ -J-0 - \_WALL 6 LOL - 1 20•-5½," ~ ~ CONCRETE~ EQ EQ EQ BARRIER I II II II II II II II II II II II II II II II II II II II VJ w -Cl:'. <( > OG/FG-I V/JM» \_TOP OF WALKWAY I I I '.':ALL NO. 1 9" __) ~ 1" RECESS ) l ~ EAST ELEVATION (WALL-4) SCALE: 1/2" = 1 '-0" STEEL RAILING AND HAND RAIL C PER SPP PLAN 606- MODIFIED DETAIL ON (TYP). ' 0 I . t') ' co WALL NO. 3 -OG/FG ING TYPE WC STD 4, AND PER SHEET 4 TO WA p OF l 1 LKWAY ' ~ > < 10" ' 0 I . t') -TOP OF WALL (TYP) • co ,_ \, 1" RECESS WALL NO. 4 9" jOG/FG "'~<::c-..V SECTION E-E N.T.S. Ii I / CONCRETE SHEET 4 -(TYP) BARRIER STEEL RA I LI NG STEEL RAILING AND HAND I I I VJ w -Cl:'. <( > OG/FGl V/4,.,,y WALL NO. ~c 0 4 8 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. ~ a. >-.... ~ co '" . " 1 1 '-0" :t1 ~ 0 VJ ~ Zw a. <( ->- Cl:'. .... ' ~ "' ~ ~ ' 0 , /, I . t') / ~ 1 '-2'" -~ (TYP) 2 ~ ~ ~ a. ~ a. >-~ >-.... .... ~ .... ~ ~ ~ .... • • • • ~ 0 0 • I I "' 0 "' I -TOP OF WAL ' . . . -TOP OF I 0 t') t') . t') (TYP) RAMP t') I -~ . (TYP) t') ~ • co L VJ w -Cl:'. <( > 1½" (TYP) \, ~ 1" RECESS -4" CONC OG/FG- SLAB ON GRADE ,,,~ '/Y (TYP) SE E DETAIL "A" 0~ "p EDESTRIAN RAMP DE SH TAILS NO. 3" EET WALL NO. 2 WALL NO. 5 WALL NO. 5'-0" 10· 5'-0" 9" -OG/FG X . 1 '-0" FOOTING ~c 14'-9" SECTION A-A SCALE: 1/2" = 1 '-0" NOTES: 1. FOR FOOTING ELEVATION DETAILS, SEE "FOUNDATION PLAN" SHEET. 2. FOR TOP OF WALKWAY ELEVATIONS, SEE "TYPICAL SECTIONS AND CONSTRUCTION DETAILS" SHEET. 3. FOR STEEL RAILING DETAILS, SEE "TYPICAL SECTIONS AND CONSTRUCTION DETAILS" SHEET. 4. FOR LIGHTING SUPPORT DETAILS, SEE "PEDESTRIAN RAMP DETAILS NO. 2" SHEET. 5. FOR SECTION D-D, SEE "PEDESTRIAN RAMP DETAILS NO. 2" SHEET. 1 . 1 '-0" / I I /'· 1 '-2" RAILING TYPE C PER SPPWC STD PLAN 606-4, AND V CONCRETE MODIFIED PER DETAIL ON BARRIER SHEET 4 -(TYP) . gJ ~ 10" SEE DETAIL "A" ON £"PEDESTRIAN RAMP DETAILS NO. 3" ~ -TOP OF SHEET WALKWAY , " I \ ' (TYP) I ' 0 I I I 1--, . ' , __ .... t') ' -TOP OF WALL ~, '---SEE (TYP) ✓ _, NOTE 2 ,· ,., ✓ ' I \ ' I co I I ,_ I \, I ~,, ~ \ 1" RECESS ' --'\_SEE DETAIL "A" ON ,_ "PEDESTRIAN RAMP DETAILS NO. 3• SHEET STEEL RAILING AND HAND RAILING T STD PLAN MODIFIED SHEET 4 - YPE C PER SPPWC 606-4, AND PER DETAIL ON (TYP). 10" 1 " RECESS ' II ,, 4½" I I EQ I II 11 II II II II II • I'( "' \ \ 4½" \_TOP OF WALKWAY EQ I EQ II II II II II II II II II II II I \_ WALL NO. 4 \_TOP OF 2½" WALL I • 0 I . t') CONCRETE / BARRIER VJ w -Cl:'. <( > jOG/FG ~'<( E C 0 .r: "' 'O <I) E Cl .c 0 E E Cl co 0 "' "' 'O -~ WALL NO. 2 WALL NO. 3 WALL NO. 3 WALL NO. 1 w 0 I 0. :a <( 5'-0" 10· 5'-0" 9" -OG/FG 1//,,.,,y ~.~," 1 ·-o" FOOTING ' a, I . - 14'-9" SECTION B-B SCALE: 1/2" = 1 •-0• 9" ' , ·-o" 14'-9" SECTION C-C SCALE: 1/2"=1'-0" 1 '-2 .. 1 '-0" FOOTING "' I 0 w 0. I "' m I ~ <( I _y .. Cl 0. I r-. 0 t') 0 t') / a, co ...,- Ill r-. r') 0 ;;, E C Cl .c "' -□ <I) E Cl .c 0 ,> "' ~ u <I) ..-------------------------..----------------------..------------------------------1·0 PREPARED BY: REVIEWED: Michael Baker ... ~o I( INTERNATIONAL No. 67848 14725 Alton Parkway, Irvine, CA 92618 Exp. 6-30-1 Phone: (949) 472-3505 • MBAKERINTL.COM CIVIi, \L.. ;S'lS',-k>\/'~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: R. KOTHA J. PADILLA CHECKED: DATE: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER DATE: .. "r .. <I) _y Cl :3- Cl u 0 ----------------------..--------1 ~ ----------1"' CL SHEET OF / .._ __________________________________________________________________________________ ..._ ________________________ _._....;;;;..;;;""""""'"""---"-'""".;.;;,o------------''-----------------------'----------'u S. MICHALSKI 01 11 16 MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 39 PEDESTRIAN RAMP DETAILS NO. 2 [/) w -D:'. <( > NOTE: #5 (TOT 14) CONCRETE BARRIER #5 @ 16" #5@ B" (TOT 4) 2" CLR #4 @ 16" ADDITIONAL #6 @ 9" OVER B' AT BEGIN AND END WALL LOCATIONS ' <D I #5 @ 18" ~ D:'. d ' I') THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. - -- .. . , . • . . -r • .. r ,· . ,· ,. . I SEAL COURSE CONCRETE j (TYP) 1._2 .. r WALL NO. 6 LOL I I #5 '/@ 16"(@ B" (j)_ PARK AVENUE OVER 3' AT EACH END OF WALL 6) I 1" CLR (TYP) >+-#5@ B" CONSTRUCTION JOINT #5 n@ B" FG #6 @ B" 1 '-2" #5 @ 16" 3" CLR CONSTRUCTION JOINT d #5@ 9" 2'-4'" 4'-9" 7'-0"' SECTION D-D SCALE: 1/2"=1'-0" ' I') ' N I VERTICAL OPTIONAL KEY CONFIGURATION NOTE: PLACE CONCRETE IN TOE AGAINST UNDISTURBED MATERIAL, EXCEPT AS PERMITTED BY THE ENGINEER. I I I I I I . l'· .. (j)_ PARK AVENUE ~@ 16"-~ r CONCRETE BARR I ER #5 I I 1" CLR (TYP) '-._. :!l ' I'-. I #5@ B" #5 (TOT 14) I • • CONST I ~ SEE NOTE 1 I JOINT~ -CONCRETE SLAB I #5 n@ B"--._ " "----#5@ 16" ON GRADE (TYP) • I ' ~'<(' ~'""'7 y ' ~ ----#5@ B" -' (TOT 4) ' . ' [/) 3" CLR • • ' w ---(TYP) 3" CLR D:'. ' <( > (U.N.O.) ~ • ' ~ !',.\ #5@ 9" ~~#5@ 12" '\ ', l\_#4@ 12" ~~#4@ 12" EA FACE, ' • "-' ~ • Ji ' • • STAGGER ' STAGGER ~ ' • #5 DOWELS)\ ~#5@ 12" 'L'--.. ,' (OPTIONAL) • I"-. -~ (TYP) ' #5 @ 12· (TYP) • #5 @ 12· • ' • STAGGER (TYP) STAGGER D:'. I\ _J (.) #BX 40'-0"@ 5'-0" MAX ' • ' #5@ 9"\ • I') (TOT 5, BEHIND EACH ABUT\ • ' • ' . . . . \ . . . . . . . l ' <D -\ I I " . ---. ---~ , \ ' #5@ g"j · ~#5 @ 0 12" ~#5@ 12" ,· -.:-,c . . . ;_; -· D:'. _J .. -•· .. . (.) -. -. r --•" I') ·[' , . r • . . • ·; ' ·; -.:-;-r ,•, . -" . • •· -.--. . . -,. • r . -. , . -. ,· SEAL COURSE CONCRETE j NOTES: PEDESTRIAN RAMP WALLS -TYPICAL SECTION 1. SEE "BARRIER DETAILS NO. 1" AND "BARRIER DETAILS NO. 2" SHEETS FOR DETAILS. ' r') I N I -BARRIER END WALL BASE /CONCRETE FOOTING -BARRIER END WALL / / I/ \1 i.---~2#5 I Ii----~ : I/'\ J'r-s ' ' 'f' r;-" " N ~ ! : '\ --+-----.../,1/~w;I l.'-=--------~'..tl I) -#5 LONG ' r;- " I') ("' ;' / LLIGHT ANCHOR BOLTS 5#6 ~ BARRIER END SCHEMATIC DETAIL SCALE: 1" = 1 '-0" ' '? " r--- SCALE: 1/2" = 1 '-0" ----(j)_ PARK AVENUE #6 TOT AS SHOWN IN PLAN-H #5 TOT AS SHOWN IN PLAN #5 LONG BAR (TYP) CONSTRUCTION JOINT ' r') VERTICAL OPTIONAL KEY CONFIGURATION 1 '-5½" #5@ 9" 2'-4" 2'-11· • • • • • • • • • • • II II 2'-6 11 7'-0" BASE PLATE ' ~ I " st #5 □ (TOT 4) FG #5 @ 18" 1 '-0" 11 -7" D:'. d ' I') ' . <Dz ,_ " ::,a ~ SECTION F-F SCALE: 1/2" = 1'-0" #4 X 1'-6" DOWELS @12" QC 1 ·-0" I #4 T lie B • 611 Ml l,,-_11 -/i-_rr .cc COMPACTED FI LL__/ '-11 1= 3" CLR 6" 2. WALL AND FOOTING REINFORCEMENT SHOWN IS TYPICAL AT ALL FOUR CORNERS OF THE BRIDGE APPROACHES. 3. HANDHOLE SHALL BE LOCATED ON THE DOWNSTREAM SIDE OF TRAFFIC. LEGEND: ~--•~· I SEAL COARSE CONCRETE #3 NOSING BAR STEP BEYOND • #4 CONT AT SLAB EDGE CONCRETE CHEEKWALL SEE TYPICAL SECTIONS AND CONSTRUCTION DETAILS FOR STAIR LAYOUT 1/2" RADIUS NOSING (TYP) AND AT BOTTOM #4 BARS@ 9" OC EA WAY EXPANSION JOINT CONCRETE PAVING #4 CONT TOP lie BOT #4 X 1 '-6" DOWELS @12" QC CONCRETE STAIRS ON GRADE NOT TO SCALE E C 0 .c "' " "' E Cl .c 0 E E Cl Ol 0 ~ "' ;, " c..J e!. w Cl I 0.. :a <( D:'. I Cl w 0.. I D:'. m I ~ <( I .Y ... Cl 0.. I r--- 0 I') 0 I') / Ol 00 st LO r---r') 0 ;;, E C Cl .c "' 'Cl "' E Cl .c 0 ,> "' ~ u "' ------------------------.,....PR-E-PA_R_E_D_B_Y_: ------R-EV-IE-W-ED-,------..-----------------------------·e "r Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM No. 67848 Exp. 6-30-1 CIVIi, ... "' .Y \L.. <S'lf',-k,\/'~ J SRINIVASSA RAO KOTHA FONG TSE, RCE 56980 8 RCE 67848 PRINCIPAL CIVIL ENGINEER 0 -----------------------------11 DESIGNED: DRAWN: ~ R. KOTHA J. PADILLA --------1 ;, ""c_H_E-CK_E .... D:----D-ATE---: ------1 DATE:_______ ', SHEET OF / .._ ______________________________________________________________________________ .._ _______________________ .._....;;S;;..·.;;;M;.;;IC""'HA""L"'SK"'l.._ __ 0"'1""1""'1...;.16;;.o... ________ ___,.._ ___________________ ___,.._ ______ _,c:.; MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 40 PEDESTRIAN RAMP DETAILS NO. 3 ” NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 20'-0" CENTERS (MAX) ¾" CHAMFER FRONT FACE AND EXPOSED BACK FACE (2)-#5 VERT. TYP @ END OF WALL 2· 20'-0" CENTERS (MAX) JOINT (FULL HEIGHT OF WALL ONLY, NOT IN FOOTING) STOP REINF EVERY OTHER FRONT FACE BAR ---------«:...-- WATERPROOF MEMBRANE AND GEOCOMPOSJTE DRAINAGE PLAN SECTION r.j""\ TYPICAL CONCRETE WALL CONTROL JOINT ~ NOT TO SCALE TOP OF WALL CONCRETE OR-----< MASONRY WALL STEM ½" EXPANSION JOINT FILLER CAPPED w/ JOINT SEALANT 8" OR 4" THICK SLAB ON GRADE SEE "STREET IMPROVEMENT PLAN" SHEET 2 @TYPICAL CONCRETE PAVING/SLAB ON GRADE TO WALL STEM DETAIL DETAIL-A NOT TO SCALE 80'-Q" CENTERS ½" PREMOLDED EXPANSION JOINT FILLER & SEALANT (MAX.) 1 '-0" (BONDED END) APPLY PER MFR. SPECS. ----'----~ ¾" CHAMFER FRONT FACE -----'---~ AND EXPOSED BACK FACE WATERPROOF MEMBRANE AND GEOCOMPOSITE DRAINAGE STOP REINF. EA. FAC 3" 80'-Q" CENTERS (MAX.) JOINT (FULL HEIGHT OF WALL ONLY, NOT IN FOOTING) 3" #6 SMOOTH DOWELS x 1 ' -6" @ ALL HORIZ. REINF. ONE END WRAPPED w/ TAPE & COATED w/ HEAVY DUTY GREASE TO BREAK BOND. (MIN. OF 3 DOWELS THUS) PLAN SECTION ®TYPICAL CONCRETE WALL EXPANSION JOINT NOT TO SCALE CHEEK WALL #4 NOSE BAR (TYP) ® TYPICAL CONCRETE STEPS DETAILS NOT TO SCALE I ,. I 4' -0" I L • • / 2-#5 VERT _J -• V I • • ]? " st "-._EXPA NSION JOINT PER DETAIL THIS SHEET (TYP) NO DOWELS THRU JOINT NOTE: L= 24 BAR DIAMETERS (1'-6" MIN) ¾" VERT I CAL CHAMFER (TYP@ VERTICAL WALL JOINTS FINISH SURFACE (WHERE OCCURS) WALL STEM BACK FACE 0 Ww (/) 0 I O < I ~ LL I W -'---,,.,......+J ¾" HORIZONTAL CHAMFER (TYP@ BOTH WALL FACES) TOP OF WALL WALL STEM FRONT FACE ¾" VERTICAL CHAMFER (TYP@ VERTICAL WALL JOINTS) 0 TYPICAL CONCRETE WALL CORNER REINF. DETAIL 0 TYPICAL CONCRETE WALL STEM CHAMFERS DETAIL NOT TO SCALE EXTENT OF FREE DRAINING SAND BACKFILL, MINIMUM HEEL WIDTH OR "H"/2, WHICHEVER IS SMALLER FINISH SURFACE---t""' V-DITCH WHERE OCCURS CONG WALL STEM (/) w -0:: < > f-:r: to -w :r: ...J ...J < '"' FINISl-£URFACE ~ ' ,., ,,., ,,, ,,. "' <".{, ••i•--~' 4" DIAMETER PERFORATED PIPE (SCH. 40 PVC OR ABS) LAID 6"± ABOVE FOOTING WITH HOLES SET FACING DOWNWARD NOTES: PAVEMENT CONCRETE SLAB PREFABRICATED DRAINAGE PANEL ENTIRE BACK FACE OF WALL BELOW GRADE (SEE NOTE 3 BELOW) ------NON-EXPANSIVE (NATIVE MATERIAL WITH AN EXPANSION INDEX OF 50 OR LESS) OR IMPORTED SANDY SOILS WITH A SAND EQUIVALENT (SE) OF 30 OR GREATER. NON-EXPANSIVE BACKFILL SHOULD BE PLACED TO THE BACKCUT OR THREE FEET, WHICHEVER IS LESS . OPTION 2: PERFORATED PIPE SURROUNDED BY 1 CU. FT. OF FILTER MATERIAL WITH THE FOLLOWING GRADATION SEIVE SIZE% PASSING 1" 100 ¾" 90-100 ¾" 40-100 #4 25-40 #8 18-33 #30 5-15 #50 0-7 #200 0-2 1. FILTER FABRIC SHALL MATERIAL SHALL BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 2. CONNECT DRAIN PIPE TO DRAINAGE SYSTEM PER CIVIL DRAWINGS 2. OR TO DAYLIGHT SO THAT PIPE SHALL DRAIN FREELY AT ALL TIMES. SYSTEM SHALL NOT DRAIN OVER ADJACENT PROPERTY. 3. BELOW GRADE MASONRY SURFACE SHALL HAVE PREFABRICATED DRAINAGE BOARD STARTING 6 BELOW FINISHED GRADE. DRAINAGE BOARD SHALL BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 0 TYPICAL WALL DRAINAGE DETAIL NOT TO SCALE Michael Baker INTERNATIONAL 14725 Alton Parkway, Irvine, CA 92618 Phone: (949) 472-3505 • MBAKERINTL.COM No. 67848 Exp. 6-30-1 CIVIi, PREPARED BY: \L.. ;S'lf'\"k,\/'~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: R. KOTHA J. PADILLA REVIEWED: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER CHECKED: DATE: DATE: ______ _ S. MICHALSKI 01 11 16 NOT TO SCALE E C 0 .c 0, "CJ Q) E CJ .c 0 E E CJ Ol 0 .. ~ ~ "' '-N ~ --..._ ~ 0 0, ;, "CJ ..,-; I f-w 0 I [l_ :a < 0:: I 0 w [l_ I 0:: m I Q) > < I _y .._ CJ [l_ I r--- 0 r<J 0 r<J / Ol 00 st LO r---r<J 0 "CJ / E C 0 .c 0, "CJ Q) E CJ .c 0 E / "' ~ u Q) -~ 0 .._ "-I .._ Q) _y CJ -" / CJ u 0 I 00 > ;, "-SHEET OF / u MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 CONSULTING 41 PEDESTRIAN RAMP PLAN AND ELEVATIONS L r~ ------------------------------------------------------------------------------------ - -- ' I I //; I I /WALL -5 ~I I / I I ~r I I I I I I II -~ ----11 ° f---1 - 12" HANDRAIL EXTENSION (MIN.) _.-STEEL RAILING AND HAND RAILING TYPE C PER SPPWC STD i PLAN 606-4, AND MODIFIED PER DETAIL ON SHEET 4 -(TYP). I I rWALL -2 BARRIER END/ LIGHTING SUPPORT -SEE "PEDESTRIAN RAMP DETAILS NO. 2" SHEET FOR ADDITIONAL INFORMATION. CONCRETE "TRA LIGHT POLE BY COAST LIGHTIN APPROVED EQUA ELECTRICAL PL ADDITIONAL IN ' ' ' ' DITIONAL" SOUTH G OR L -SEE ANS FOR FORMATION. ' ,-.. " ¾" 2'-0" ~ 1 '-0" 1 '-0" - I I l I J ' ' -I I I 1 .. - I I - ' ;:jl: • -' >t 00 ' 2'-0" 1'-0" 1'-0" ANCHOR BOLTS DETAILS PER-----ii--~ LIGHTING MANUFACTURE'S RECOMMENDATIONS AND AS APPROVED BY ENGINEER. ' ,-.. ' ¾" ' .,., ' I . NOTES: \_~•=' '°' .... · ....... ···· ... ·· 2 1. FOR FOOTING ELEVATION DETAILS, SEE "FOUNDATION PLAN" SHEET. ' ' -00 -I I . 1 '-7n -.,., ... 5"TYP. ;:jl: ' -.,., -I I . -N ... ' 00 I . .,., ~ I . N ,,-CONCRETE / BARRIER 5+00 2. FOR TOP OF WALKWAY ELEVATIONS, SEE "TYPICAL SECTIONS AND CONSTRUCTION DETAILS" SHEET. 3. FOR STEEL RAILING DETAILS SEE "TYPICAL SECTIONS AND CONSTRUCTION DETAILS" SHEET. 4. FOR LIGHTING SUPPORT AND REINFORCEMENT DETAILS, SEE "PEDESTRIAN RAMP DETAILS NO. 2" SHEET. ? r f 1311 1 ' 5'-10" 18" 5'-10" 18" s·-10" 1•13•1· I I ] rr ] I I 6 A B C 2•-on 8'-5"± 1 • 8'-5"± 1 • 5'-10" PLAN SCALE: 1/4" = ±70'-9" 18" s·-10" 18" 5 '-10" 1•13•1· BARRIER / CONCRETE ] II J [ SOUTH ELEVATION (WALL -1) SCALE: 1/4" = 1 '-O" STEEL RAILING AND HAND RAILING TYPE C PER SPPWC STD PLAN 606-4, AND MODIFIED PER DETAIL ON SHEET 4. 1 '-0" [ s·-10" j 18" f CONCRETE BARRIER '--12" HANDRAIL EXTENSION (MIN.) 5 '-10" 18" 5'-10" 1 • [ --------------------- h I = t-- ~ ,~ D 1 ' -7" ------------------------------------- • 5"TYP. 00 FG ±13'-9" (POST SPACED@ 4'0C MAX,) , L-7"' L-7 ..... L-, L-,~ L-, -HANDRAIL EXTENSION= WIDTH OF ONE THREAD STEEL RAILING AND HAND I RAILING TYPE C PER SPPWC STD PLAN 606-4, AND MODIFIED PER DETAIL ON SHEET 4 -(TYP). L-,"§ L-,, L-,, L-,....,...:: 12" PLUS (MIN.) 4'-0"CLEAR ' ' (0 ' 0 I N I . I . ,,., . .,., N L--------------------------------------------------- NORTH ELEVATION (WALL -1) SCALE: 1/4" = 1 '-O" ±35'-o" (POST SPACED@ 4'0C MAX,) STEEL RAILING AND HAND RAILING TYPE C PER SPPWC STD PLAN 606-4, AND MODIFIED PER DETAIL ON SHEET 4 -(TYP). == -------------------------------------------------- FG ' 00 I ---------------+-- I I 12" HANDRAIL EXTENSION (MIN.) I FG SOUTH ELEVATION (WALL - 3 & 5) N.T.S. 1 '-0" 5'-0" ±44'-3" (POST SPACED@ 4'0C MAX,) I I I ' 0 -I . .,., • 0 • I 0, . I (0 . ... -,-.. ' ' 00 -I -. I .,., . ... ·- I I I 1 • I 5'-0" 2" ' ;,£:! ' ;:jl: ,-.. 1 .. ' i ... -I -. I ... . N 1 .. ' 00 FG\ .. 4 HORIZONTAL: ¾ CHAMFER 1 '-2" 10" ' ;:,;(' \ A , V 1½" ' 00 ;,£:! - 2" r~A ONCRETE RRIER WALL N0.1/ WALL 6 LOL il ' ~ ' 1~ 1½" ;,£:! (0 - FG\ ' 00 ,_ ______ _,[ ~ '"" 1·-10" . ~ "''' VIEWD-D N.T.S. 2" ' ;,£:! ' ' ;:jl: ~ ,-.. I - ' 00 ' ~I ... I . ' ... >t LO ' . I L ~1 • R' 1 .. ' \ ;:jl: 00 FG ¾" HORIZONTAL: CHAMFER I CONCRETE FOOTING -SEE "PEDESTRIAN RAMP DETAILS NO. 2" SHEET FOR ADDITIONAL INFORMATION. 1 '-2" 10 11 1· 1 .. 1 .. \ A ', V 2" r~A ONCRETE RRIER WALL N0.1/ WALL 6 LOL ' ... I . ... ' ;,£:! ' ;:jl: ,-.. i --I . N ' 00 SECTION A-A SECTION B-B SCALE: 1" = 1 '-0" SCALE: 1" = 1 '-0" STEEL RAILING AND HAND RAILING TYPE C PER SPPWC STD PLAN 606-4, AND MODIFIED PER DETAIL ON SHEET 4 -(TYP). ' SECTION E-E N.T.S. 1 '-2· 2" 10" 2" ' ~ ~" ½" rCD BA NCRETE RRIER ½" NO. 1 / WALL A SECTION C-C SCALE: 1" = 1'-0" ' 00 ?'",,' ~ II ' C ?' ""' ' ~ ' 0 _?'~ F N I I I I I -. I I . ,,., .,., I I N G I 1 • I I 1 • I I I 3"(TYP.) I I I s'-o" 5'-0" I I 3'-0" 1 ' 3'-0" 1 ' 3'-011 1 '-0" I I I I I I I I NORTH ELEVATION (WALL - 3 & 5) SCALE: 1/4" = 1 '-0" E C 0 .c "' " "' E Cl .c 0 E E Cl Ol 0 "' ;, " z <( .J (L I (L ::, <( (l'. I (l'. m I ~ <( I _y L Cl (L I ,-.. 0 .,., 0 .,., / Ol 00 ... LO ,-.. ,,., 0 ;;, E C Cl .c "' " "' E Cl .c 0 ,> "' ~ u "' ------------------------...-------------------..-----------------------------·a PREPARED BY: REVIEWED: NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL 0 r--~-: E:::~~~~-;~~~~; N.T.S. 4 8 ----------------___________________________________ T __ _ I Michael Baker ... ~o I( INTERNATIONAL No. 67848 14725 Alton Parkway, Irvine, CA 92618 Exp. 6-30-1 Phone: (949) 472-3505 • MBAKERINTLCOM CIVIi, \L.. s~,-k>\/'~ SRINIVASSA RAO KOTHA RCE 67848 DESIGNED: DRAWN: R. KOTHA J. PADILLA CHECKED: DATE: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER DATE: L "r L "' _y Cl :3- Cl u 0 -----------------------------11 ~ _______ .... ;, CL / SHEET OF .._ ______________________________________________________________________________ .,_ _______________________ .._..;;;..=;.;;.;;;=..__...;..c'""""..;.;;.i---------..._--------------------..._--------'u S. MICHALSKI 01 11 16 MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 -20 -30 -40 -50 -70 -60 EL E V A T I O N ( f t ) -80 -90 -10 EL E V A T I O N ( f t ) 0 +10 4+00 C 5+00 LPark Ave -20 -30 -40 -50 -70 -60 -80 -90 -10 0 +10 -100 -100 C 6+00 LOG OF TEST BORINGS 1 OF 4 42 BENCHMARKS: ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88l, BASED LOCALLY UPON THE FOLLOWING BENCHMARK(Sl PUBLISHED BY COUNTY OF ORANGE (□CS): NAME BM31370 □cs BM NB3-13-70 3-3/4 11 DISK SET IN THE TOP OF CONCRETE SEAWALL. MONUMENT IS LOCATED AT THE NW CORNER OF THE INTERSECTION OF PARK AVE AND THE GRAND CANAL ELEVATION (FT. l 7.735 +I -00 + ,.., C, DR CONTROL STATION(Sl AS YEAR LEVELED 1992 _3_+,....o_o _,LP -'lr k Ave I N I~---~ ;C I~ - 5" 4+0 ' R-14-01 I - - +I <.O +' sr . C, + V) +I + _J -r- -=jl1 "f N r-, l I") R-14-02 _J <( z <( u D z <( 0:: (.'.) 3: 0 _J LL l PLAN 1 11 -25 1 5+00 ' 1;e 1 ~I -· [57 I I R-14-03 I 7 ll hf !"----_J - 6+00 - - +I <.O +' Lf1 . C, + V) +I + _J NOTES: (1 l This LDTB sheet (Boring Record) was prepared in accordance with the Col trans Soi I and Rock Classification Logging, Classification and Presentation Manual (June 2010) (2) 2,4" samples were token using a Modified Col ifornio Sampler. (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs fol I ing a distance of 30 11 was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified Col ifornio Ring Sampler blowcounts to Standard Penetration Test (SPTl blowcounts is 0.5. +- V) R-14-01 R-14-02 -Lf1 R-14-03 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. +I +- _J -5" El. +11.0 ft± 5" Bridge Deck. 5" - - EI. +9.0 ft± Lf1 3" Aspha It Concrete; 18" Concrete; 12" Base. (SP-SMJ; trace she I I fragments. . F I . +?. ~ -<+1+17 11 , 4 1 : : -----Poor I y graded SAND with SILT CONCRETE. Poorly graded SAND with SILT (SP-SMJ; No recovery. GWS .. E I . +2. 0 ft, n5-?4-14 I 30[>,4 2) ~ . ·: . 06-11-14 Poorly graded SAND (SPJ; medium dense; gray; wet; about 96% medium to fine SAND; about 4% nonplastic fines; trace she I I fragments. I 3111.4 3 \ ~ Poorly graded SAND with SILT (SP-SMJ; dense; gray; wet; medium to fine .. SAND; few nonplastic fines; trace shel I fragments. -<------------;::1-4;7-;:;~~--:::;4-=4-:k···Jjj::+'~7.M~U;:WVnPA~--==;:;P=oo=r:::;l=y=g=r=a:::;d=ed:;:::;;S:;:A;:;;ND;:::::;:(:;;:SP;;::;:::l ;=:::;de=n=s=e=; =g=r=a=y=; =w=e:;::t=; ::::a:;:b=ou:::;t=:;;:98;;::;"/.:;::. =m=ed::;:i;::::u=m=t:;:o=;;f:;::in=e ::: SAND; about 2% nonplastic fines; trace she I I fragments. 11911,41 .·. 127~.42······•·~ I 3111. 4 5 ) ~ - _ .... •. -<---------------I• l-,,,s~~------------------------------ 179~-4 6 >~ I 3111,43: ~ I 4211,4 7 )~ -Very dense; coarse to fine SAND. -<----------------l··•;.·_1-,,,s_..,,,=-c------------------------------- l90/11 "[>. 4 8 >: ~ 191/11"11.4 9 >® - 153/6 .. [>. 410 • • -~~--~~~~~~~~~~-~-----~--150/5" ~-4 6 •••. ~ Poor I y graded SAND with SILT ( SP-SM l; very dense; gray; wet; coarse to fine · · SAND; few nonplastic fines; trace shel I fragments. ·:.:r;:;-\M 13611,47 ~ SILTY SAND (SMJ; very dense; gray; wet; medium to fine SAND; I ittle nonplastic • EI. +9. 5 ft± rh/C. F I . +,. ~ ft i~ . 5 1. ~ 1 Poorly graded SAND with SILT (SP-SMJ; dense; gray; SAND; few nonplastic fines; trace she I I fragments. wet; coarse 06-25-14 to fine .. .·. I 33 ~. ~ 2 .·. M uw . .·. I 32 1. ~ 3 .·. M .· Medi um dense. 157~-~4 ··:·•~ :/:: Poorly graded SAND ISP); medium dense; gray; wet; about 98% coarse to ·· ~ fine SAND; about 2% nonplastic fines; trace she I I fragments. 1-3~0~1-.-45~·:. ~ ::: Poor I y graded SAND with SILT ( SP-SM l; dense; brown; wet; medium to-,"H'-AB-------;===~c-1•: :::,,.----._,~---._ SAND; few nonplastic fines; trace she I I fragments. 152/6" ~-4 6 : ~ --Gravel at 34'~36'. •. Poorly graded SAND ISP); dense; brown; wet; few fine GRAVEL, max. 3/4 in. :~ dia.; coarse to fine SAND; trace nonplastic fines; trace she I I fragments. I 481,4 7 : M • ·.· Poorly graded SAND with SILT (SP-SMJ; very dense; brown; wet; medilli!l-4·e-_---,i"Tm~,i,n,hir}-:::~ fine SAND; few nonplastic fines; trace she I I fragments. 154/6· ~-4 8 •: ,M,A.UWJ - SILTY SAND (SMJ; dense; gray; wet; medium to fine SAND; I ittle non~~+..leicsrJct+<ioHf+inn1e*s;,.,--;=;~-dk•·ll;lj.,-~ lc._7:....:4...c:~_. ~.1-1--=-0-El'---"M UW UU 3" Aspha It Concrete; 18" Concrete; 12" Base. SILTY SAND (SM); trace shel I fragments. _ Poorly graded SAND with SILT and GRAVEL (SP-SMI; loose; olive b own; wet; about 38% fine GRAVEL; about 57% coarse to fine SAND; abou 5% nonDlastic fines; trace shel I • Poorly graded SAND with SILT (SP-SMJ; medium dense; gray; wet; 1edium to fine SAND; few nonplastic fines; trace shel I fragments . Dense. - Poorly graded SAND ISP); dense; gray; wet; about 98% medium to ine SAND; about 2% nonplastic fines; trace she I I fragments. - very aense; coarse to tine !:>ANlJ. Chattering, Grave I I y. - Poorly graded SAND with SILT (SP-SM); very dense; gray; wet; co1rse to fine SAND; few nonplastic fines; trace shel I fragments. M::::@) MJ fines; trace she I I fra<1ments. • • ---E \ SILTY SAND (SM); very dense; gray; wet; medium to fine SAND; Ii tie nonplastic \fines; trace shel I fragments. - - - - - - 150/6 11. 4 11 .__ I REF[>. 414 '--~ Terminated at EL. -71,5 ft Dr i I I ed on 06-24-2014 c.:,EDIMENTARY ROCK, (Poorly indurated SILTSTONE/CLAYSTONE; very I 73~-4 8 .__ M UW CR UU dark brown; soft to very soft; unfractured; fissile; moist. - I 6711.4 9 .__ M 153/6 ~-~12.__ M UW CR UU I 6811.413= Hammer Efficiency Ratio (ERi l = 75% I REF~. 414 .__ M uw -- 150/6" 11,415=0i) Terminated at EL. -95.0 ft Dri I led on 06-11-2014 PA '\--,s~E~D~I M~E=N=T~AR=Y~Ro=c=K~.~[ P~o_o_r ~I y~i-nd~u_r_a~te-d~s=I L~T=s=T□=N=E~/=cL~A~Y=s=T□=N=E~;-v_e_r_y __ dark brown; soft to very soft; unfractured; fissile; moist. Hammer Efficiency Ratio (ERi l = 75% I I I I ' ' PROFILE VERT I CAL 1 11 HORIZONTAL 1 11 Earth Mechanics, FOUNTAIN VALLEY, CA 92708 1 0 I 1 0 I I I Inc. 152/6"1.~11= M SEDIMENTARY ROCK, (Poorly indurated SILTSTONE/CLAYSTONE; very '-dark brown; soft to very soft; unfractured; fissile; moist. 153/6" 1 -~12= M I - 150/5"~-413-M Xuw) I I REF 1.414 "~ Terminated at EL. -71.0 ft Dr i I I ed on 06-25-2014 Hammer Efficiency Ratio (ERi l = 75% PREPARED BY: DESIGNED: DRAWN: L. CHEANG J. FANG CHECKED: DA TE: L. CHEANG 01 11 16 I I REVIEWED: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER DATE: ______ _ L - I I SHEET OF .~ C 0 _c O' " " E " _c 0 E E " "' N N (!) '-N '-~ 0 O' ;; " 0 I w CJ I r--0 "' 0 "' / r-- ~ 00 "' r--"' 0 " / E C 0 _c O' " " E " _c 0 E / "' ~ u " ·~ 0 ~ "-I ~ " -"' " -" / " u 0 I 00 > ;; "-/ u MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 LOG OF TEST BORINGS 2 OF 4 43 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (2010) NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. Description Weak Moderate Strong CEMENT ATION Criteria Crumbles or breaks with handling or little finger pressure. Crumbles or breaks with considerable finger pressure. Will not crumble or break with finger pressure. BOREHOLE IDENTIFICATION CONSISTENCY OF COHESIVE SOILS Symbol [8] Hole Type A Description Auger Boring (hollow or solid stem bucket) R RW RC p Rotary drilled boring (conventional) Rotary drilled with self-casing wire-line Rotary core with continuously-sampled, self-casing wire-line Rotary percussion boring (air) R HD HA Rotary drilled diamond core Hand driven (1-inch soil tube) Hand Auger Dynamic Cone Penetration Boring D CPT Cone Penetration Test (ASTM D 5778) Top C 0 -C 0 0 --' 0 Other (note on LOTB) Note: Size in inches. Hole I.D. Hole El." 00 0 , G7 . . Casing driven ------"'' 0 l_-l__J D t f t • I ~ a•00 escnp I0n o ma ena Size of Sampler • 00 •• (• h ) x :~v-~ me es I 16 11.4 ;:·(:,,(~~Field & Lab Tests SPT N-Value ? ;_. v.'. GWSA Elev. • •/. V v (per ASTM 1586-99), .•.~ ./ Date measured . '·",·.a .• P = push sample, or as noted · ..... •. •,· ... -..... ,-....;.:,·,i.-. Material change Estimated material change Soil/Rock boundary C 0 -C 0 0 --' Hole I.D. Top Hole El. -~--~-..,....,-, 1 00 00' C Blows per 12 in. (Using 28 lb hand hammer with a 12 in. drop or as noted) -~ 30 0°0 0 / Ground water 0 Q ()"' f 000, • sur ace 11 ·V4_ . · Vo'. GWS Elev. Pulled Pipe p • • V. Date measured '. ~ ·f Description of .··.•."·. materials (s)---::,,. Sample (sy·•·,..... taken Description Very Soft Soft Medium Stiff Stiff Very Stiff Hard No count Shear Strength (tsf) Less than 0.12 0.12 -0.25 0.25 -0.5 0.5 -1 1 - 2 Greater than 2 C 0 :;::: C 0 0 --' Hole 1.0. Top Hole El. --'---/-,.N::!:C--,---0@ Pocket Penetrometer Measurement, PP, (tsf) Less than 0.25 0.25 -0.5 0.5 - 1 1 - 2 2 - 4 Greater than 4 Elev. recorded~ ~ GWS Pushed 1 Date measured Driving rate in seconds per 12 in. (using a Stanley MB 156 percussion hammer and a 2.2 in. cone, or as noted) 6 10 37 17 56 91 58 65 60 43 113 Torvane Measurement, TV, (tsf) Less than 0.12 0.12 -0.25 0.25 -0.5 0.5 -1 1 - 2 Greater than 2 Top Pressure measured along sleeve friction element (34.88 in 2 area) divided by pressure measured on tip element. I Vane Shear Measurement, VS, (tsf) Hole El. I -------:-- Less than 0.12 0.12 -0.25 0.25 -0.5 0.5 - 1 1 - 2 Greater than 2 C 0 -C 0 0 --' Hole 1.0. £ Pressure measured ~ on tip element (2.33 in 2area) 4 2 10 20 30 ~y- Boring Date Terminated at Elev 60 p 500 Refusal V Boring Date Terminated at Elev 154.v1 so10~ I~ I 100 200 6 Friction Ratio (%) Tip Bearing (Tsf) Hammer Energy Ratio (ER ) j= % ROTARY BORING HAND BORING Boring Date Terminated at Elev Boring Date Terminated at Elev CONE PENETRATION TEST (CPT> BORING DYNAMIC CONE PENETRATION BORING AiJ[+'rt,/iA'\,l-~-t_!1_~-~--__ I_-1/ g' ~ ti.. ar ec an1cs, nc. _ . i L. CHEANG i = V NO. GE 2345 l:ii ~ = Geotechnical & Earthquake Engineering * EXP. 9_30_15 * -17800 NEWHOPE STREET, SUITE B <P cc. ,;,, "' ~)'>T£c~\\~c::,'<-~ ~F c~1.7 FOUNTAIN VALLEY, CA 92708 PREPARED BY: DESIGNED: DRAWN: L. CHEANG J. FANG REVIEWED: FONG TSE, RCE 56980 PRINCIPAL CIVIL ENGINEER CHECKED: DATE: DATE: ______ _ L. CHEANG 01/11/16 E C 0 .c "' -c, Q) E 0 .c 0 E E □ <D N N <D .:::::_ N ~ '-~ 0 "' " -c, N 0 I w CJ I ,.... 0 "' 0 "' / ,.... ~ 00 LO ,.... "' 0 -c, / E C 0 .c "' -c, Q) E □ .c 0 E / "' ~ u Q) -~ 0 ~ "-I ~ Q) -"' □ .!J / □ u 0 I 00 > " "- SHEET OF / u MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 LOG OF TEST BORINGS 3 OF 4 44 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL REFERENCE: CAL TRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (2010) GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol GW Well-graded GRAVEL Well-graded GRAVEL with SAND ½ t-J?5'" ua ... ,\.).,-.--,-0-j------j------------------------y a 0 oo, Poorly-graded GRAVEL o 000' GP o o o ( Poorly-graded GRAVEL with SAND o~""' ~-V • I• • Well-graded GRAVEL with SILT r / • GW-GM / / n~ •••----....,· -.-------t--W_e_l_l-_g_r_a_d_e_d_G_R_A_V_E_L_w_it_h_S_I L_T_a_n_d_S_A_N_D ___ -v/ ~-•;i Well-graded GR)AVEL with CLAY vv t I lor SrLTY CLAY ~• . .-GW-GC Well-graded GRAVEL with )CLAY and SAND , / • ,; lor SrLTY CLAY and SAND / ho < ~gt;, ( 0 C ( ),' 0 D C 0 r ' GP-GM GP-GC GM GC GC-GM SW Poorly-graded GRAVEL with SILT Poorly-graded GRAVEL with SILT and SAND foorly-_graded )GRAVEL with CLAY ~or SILn CLAY Poorly-( graded GRAVEL with CLAY) SAND or SILTY CLAY and SAND SILTY GRAVEL SILTY GRAVEL with SAND CLAYEY GRAVEL CLAYEY GRAVEL with SAND SILTY, CLAYEY GRAVEL SILTY, CLAYEY GRAVEL with SAND Well-graded SAND Well-graded SAND with GRAVEL and • < SP :::::;=:::::: ::~~ w;th GRAVEL ~ f--,-·,-.·-~~~·-,r,+------+--W-e-1-1--g_r_a_d_e_d_S_A_N_D_w-it_h_S_IL-T-----------<~ , • ~ . SW-SM /_ Well-graded SAND with SILT and GRAVEL 6 • SP-SM and GRAVEL Poorly-graded SAND with SILT Poorly-graded SAND with SILT and GRAVEL • .• : V. foorl'f-_graded )SAND with CLAY ~~ :: >/ /. SP-SC ~~~rT~L1;ra~~~Y SAND with CLAY and) ~ . . ·: GRAVEL lor SILTY CLAY and GRAVEL "l:J,, f.-: ~:-: ~:;------+-S-1-L-TY_S_A~N-D----------~-------;r✓ /o : : SM SILTY SAND with GRAVEL ~ w SC CLAYEY SAND () /) ( /A CLAYEY SAND with GRAVEL » I) I) -·~··~·~,---+----------------,( ( ( V SILTY, CLAYEY SAND » I) I) ~ SC-SM SILTY, CLAYEY SAND with GRAVEL ( 1 \ (» ,11, ,11, ~ ~,...._ ~-:11::::-'11:::~ PT PEAT ~ rfcc·o:"+)('.;c=e_ )C?:c.---------t--C-OB_B_L-ES-----------------i---u ~$2$; COBBLES and BOULDERS ~ f J\,.__)\. BOULDERS lf' ~ CL CL-ML ML OL OL CH MH OH OH OL/OH Group Names Lean CLAY Lean CLAY with SAND Lean CLAY with GRAVEL SANDY lean CLAY SANDY lean CLAY with GRAVEL GRAVELLY lean CLAY GRAVELLY lean CLAY with SAND SILTY CLAY SILTY CLAY with SAND SILTY CLAY with GRAVEL SANDY SILTY CLAY SANDY SILTY CLAY with GRAVEL GRAVELLY SILTY CLAY GRAVELLY SILTY CLAY with SAND SILT SILT with SAND SILT with GRAVEL SANDY SILT SANDY SILT with GRAVEL GRAVELLY SILT GRAVELLY SILT with SAND ORGANIC lean CLAY ORGANIC lean CLAY with SAND ORGANIC lean CLAY with GRAVEL SANDY ORGANIC lean CLAY SANDY ORGANIC lean CLAY with GRAVEL GRAVELLY ORGANIC lean CLAY GRAVELLY ORGANIC lean CLAY with SAND ORGANIC SILT ORGANIC SILT with SAND ORGANIC SILT with GRAVEL SANDY ORGANIC SILT SANDY ORGANIC SILT with GRAVEL GRAVELLY ORGANIC SILT GRAVELLY ORGANIC SILT with SAND Fat CLAY Fat CLAY with SAND Fat CLAY with GRAVEL SANDY fat CLAY SANDY fat CLAY with GRAVEL GRAVELLY fat CLAY GRAVELLY fat CLAY with SAND Elastic SILT Elastic SILT with SAND Elastic SILT with GRAVEL SANDY elastic SILT SANDY elastic SILT with GRAVEL GRAVELLY elastic SILT GRAVELLY elastic SILT with SAND ORGANIC fat CLAY ORGANIC fat CLAY with SAND ORGANIC fat CLAY with GRAVEL SANDY ORGANIC fat CLAY SANDY ORGANIC fat CLAY with GRAVEL GRAVELLY ORGANIC fat CLAY GRAVELLY ORGANIC fat CLAY with SAND ORGANIC elastic SILT ORGANIC elastic SILT with SAND ORGANIC elastic SILT with GRAVEL SANDY ORGANIC elastic SILT SANDY ORGANIC elastic SILT with GRAVEL GRAVELLY ORGANIC elastic SILT GRAVELLY ORGANIC elastic SILT with SAND ORGANIC SOIL ORGANIC SOIL with SAND ORGANIC SOIL with GRAVEL SANDY ORGANIC SOIL SANDY ORGANIC SOIL with GRAVEL GRAVELLY ORGANIC SOIL GRAVELLY ORGANIC SOIL with SAND FIELD AND LABORATORY TESTING 0 Consolidation (ASTM D 2435) @ Collapse Potential (ASTM D 5333) @ Compaction Curve (CTM 216) Q Corrosivity Testing ~ (CTM 643, CTM 422, CTM 417) @)U Consolidated Undrained Triaxial (ASTM D 4767) @ @ 0 @ 0 @ @ Direct Shear (ASTM D 3080) Expansion Index (ASTM D 4829) Moisture Content (ASTM D 2216) Organic Content-% (ASTM D 2974) Permeability (CTM 220) Particle Size Analysis (ASTM D 422) Plasticity Index (AASHTO T 90) Liquid Limit (AASHTO T 89) @ Point Load Index (ASTM D 5731) @ Pressure Meter ® R-Value (CTM 301) @ Sand Equivalent (CTM 217) @ Specific Gravity (AASHTO T 1 00) @ Shrinkage Limit (ASTM D 427) @ Swell Potential (ASTM D 4546) Unconfined Compression-Soil fuc\ (ASTM D 2166) \'.:_.'.:) Unconfined Compression-Rock (ASTM D 2938) Unconsolidated Undrained Triaxial (ASTM D 2850) Unit Weight (ASTM D 4767) AP PARENT DENSITY OF COHESIONLESS SOILS Description SPT N 60 (Blows / 12 in.) Very Loose 0 -5 Loose 5 -10 Medium Dense 10 -30 Dense 30 -50 Very Dense Greater than 50 MOISTURE Description Criteria Dry No discernable moisture Moist Moisture present, but no free water Wet Visible free water PERCENT OR PROPORTION OF SOILS Description Criteria Trace Particles are present but estimated to be less than 5% Few 5% -10% Little 15% -25% Some 30% -45% Mostly 50% -100% PARTICLE SIZE Description Size (in.) Boulder Greater than 12 Cobble 3 -12 Gravel Coarse 3/4 - 3 Fine 1/5 -3/4 Coarse 1/16 -1/5 Sand Medium 1 /64 - 1 /16 Fine 1/300 -1/64 Silt and Clay Less than 1 /300 E C 0 .c "' '"CJ Q) E 0 .c 0 E E □ <D N N "' " '"CJ r<J 0 I w CJ I r--0 r<J 0 r<J / r-- ~ 00 LO r--r<J 0 ;;, E C 0 .c "' '"CJ Q) E □ .c 0 ,> "' ~ u Q) r-----------------------=~=""'=::c:::::::---IPPRITTE~PAWR~EDi'iBwy'."", ----,RR~EV~IEWimEn-D,-----.------------------------i·e "r Earth Mechanics, Inc. ~ Q) L. CHEANG J.,.,,.. ~ J~ ~ NO. GE 2345 0 Geotechnical & Earthquake Engineering * EXP. 9_30_15 * LINO CHEANG, G 2345 FONG TSE, RCE 56980 g 17800 NEWHOPE STREET, SUITE B <f' cc. 'I" "' PRINCIPAL CIVIL ENGINEER ------------------------I .,. 0r£c~>A\" ' DESIGNED: DRAWN: ~ ~/' -._____..-o.~ L. CHEANG J. FANG !' < I::>" DATE ---------1 ~ FOUNTAIN VALLEY, CA 92708 Of C~1,\' CHECKED: DATE: :______ SHEET OF / L_ _________________________________________________________ _J_ _____________________ -=::::~=2:::.--L_!L:::..· ~CH~E~AN!.':cGL__.!!.!01L.!1_!L1 .!!?_16L _______ L ________________ J__:__::_::_ _ _:_ _ _Jc:.; MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-XXXX DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES [PROJECT TITLE] [SUB-DESCRIPTION] CONSTRUCTION NOTES SHEET INDEX LOCATION MAP R-6062-S 44 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-XXXX VICINITY MAP F W O CALI TY CI OFNE NIAR A H C RTOP B E CONSULTING PROGRESSNOT FOR CONSTRUCTION C-6155 R-6062-S 45 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARK AVENUE BRIDGE REPLACEMENT C-6155 LOG OF TEST BORINGS 4 OF 4 45 REFERENCE: CAL TRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (2010) PERCENT CORE RECOVERY <REC) & ROCK QUALITY DESIGNATION (RQD) en C: C: 0 ·;:: -0 C a:, 0 0 Top Hole El. Hole I.D. ::-€,.:.: L Length of the recovered ...... core pieces (in.) ·:~::: REC -X 100% -Total length of core run (in.) - REC=100% RQD=50% - Begin/End drilled ---- interval (typ) -- REC=100% -L - Length of intact core pieces 4 1?!. - RQD=80% - ROD -X 100% -Total length of core run (in.) --REC=88% --- RQD=O% ---~ ROD* Indicates soundness c,ite,io not met. ROCK HARDNESS Description Criteria Extremely Hard Cannot be scratched with a pocketknife or sharp pick. Can only be chipped with repeated heavy hammer blows. Cannot be scratched with a pocketknife sharp pick. Breaks with repeated Very Hard or heavy hammer blows. Can be scratched with a pocketknife or sharp pick with difficulty (heavy pressure). Hard Breaks with heavy hammer blows. Can be scratched with pocketknife or sharp pick with light or moderate Moderately Hard pressure. Breaks with moderate hammer blows. Moderately Soft Can be grooved 1 /16 in. deep with a pocketknife or sharp pick with moderate or heavy pressure. Breaks with light hammer blow or heavy manual pressure. Can be grooved or gouged easily by a pocketknife or sharp pick with light Soft pressure, can be scratched with fingernail. Breaks with light to moderate manual pressure. Can be readily indented, grooved or gouged with fingernail, or carved with a Very Soft pocketknife. Breaks with light manual pressure. FRACTURE DENSITY Description Observed Fracture Density Unfractured No fractures. Very Slightly Fractured Core lengths greater than 3 ft. Slightly Fractured Core lengths mostly from 1 to 3 ft. Moderately Fractured Core lengths mostly from 4 . to 1 ft. In. Intensely Fractured Core lengths mostly from 1 to 4 . In. Very Intensely Fractured Mostly chips and fragments. NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. BEDDING SPACING LEGEND OF ROCK MATERIALS Description Thickness / Spacing ~ IGNEOUS ROCK Massive Greater than 10 ft § SEDIMENTARY ROCK Very Thickly Bedded 3 ft -10 ft ~ METAMORPHIC ROCK Thickly Bedded 1 ft - 3 ft Moderately Bedded 4 In. -1 ft Thinly Bedded 1 in. -4 In. Very Thinly Bedded 1/4 in. -1 in. Laminated Less than 1 / 4 In. WEATHERING DESCRIPTORS FOR INTACT ROCK Diagnostic Features Chemical Weathering-Discoloration Mechanical Weathering- and/or Oxidation Grain Boundary Condi-Texture and Leaching Description lions (Disaggregation) Primarily for Granitics Body of Rock Fracture and Some Coarse-Grained Texture Leaching Surfaces Sediments Fresh No discoloration, not No discoloration No separation, intact No change No leaching oxidized. or oxidation. (tight). Discoloration or oxida- tion is limited to sur-Minor to complete Minor leaching Slightly face of, or short dis-discoloration or No visible separation, Preserved of some solu-Weathered tance from, fractures; oxidation of most intact (tight). ble minerals. some feldspar crystals surfaces. are dull. Discoloration or oxida- tion extends from frac-All fracture surfaces Soluble min-Moderately tures usually through-Partial separation of Generally are discolored or erals may be Weathered out; Fe-Mg minerals are boundaries visible. preserved oxidized. mostly leached. ,, rusty," feldspar crystals are "cloudy." Discoloration or oxi- dation throughout; all Texture feldspars and Fe-Mg All fracture surfaces Partial separation, rock altered by Leaching of minerals are altered chemical Intensely to clay to some extent; are discolored or is friable; in semiarid disintegra-soluble min- Weathered oxidized, surfaces conditions granitics are erals may be or chemical alteration tion (hy- friable. disaggregated. complete. produces in-situ dis-dration, aggregation, see grain argillation). boundary conditions. Discolored or oxidized throughout, but resis-Resembles a soil, partial tant minerals such as Complete separation or complete remnant rock Decomposed quartz may be unaltered; of grain boundaries structure may be preserved; all feldspars and Fe-Mg ( disaggregated). leaching of soluble minerals are completely minerals usually complete. altered to clay. -"""" ,,,_, PREPARED BY: REVIEWED: i4A" Earth Mechanics, Inc. i L. CHEAN~~ LIN~A~345 NO. GE 2345 !¥§ V Geotechnical & Earthquake Engineering FONG TSE, RCE 56980 ~ * EXP. 9-30-15 * 17800 NEWHOPE STREET, SUITE B <f' C'<, 'I" "' PRINCIPAL CIVIL ENGINEER - ~ 0T£c~\\\§I", DESIGNED: DRAWN: FOUNTAIN VALLEY, CA 92708 '<;-~ L. CHEANG J. FANG ~ \) CHECKED: DATE: DATE: F C~I. \ L. CHEANG 01/11/16 General Characteristics Hammer rings when crystalline rocks are struck. Hammer rings when crystalline rocks are struck. Body of rock not weakened. Hammer does not ring when rock is struck. Body of rock is slightly weakened. Dull sound when struck with hammer, usually can be broken with moderate to heavy manual pressure or by light hammer blow without reference to planes of weakness such as incipient or hairline frac- tures, or veinlets. Rock is significantly weakened. Can be granulated by hand. Resistant minerals such as quartz may be present as "stringers" or "dikes." SHEET OF E C 0 .c "' ""CJ Q) E 0 .c 0 E E □ <D N N <D .:::::_ N .:::::_ "' " ""CJ '1' 0 I w CJ I r---0 "' 0 "' / r-- ~ 00 LO r--"' 0 ;;, E C 0 .c "' ""CJ Q) E □ .c 0 ,> "' ~ u Q) -~ 0 ~ "r ~ Q) -"' □ :3- □ u 0 I ~ " CL / u