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HomeMy WebLinkAboutR_5976_SC °' ". © -+- x-~---- ' / © -+---f-/ > -D / ~ 0. w C 0 L f-/ 0 0 <C u / V V 0 0 ;:; <C f- <C 0 Q. / JC QC w f- V, w :, ~ ~ 0 :c V, :, Q. N N "' 0 "' m 0 0 N '-m '-"' < 0 a ! , 0 " < 0 5 INDEX SHEET NO X-1 K-1 L-1 TO L-2 L-1A TO L-2A P-1 TO P-2 C-1 TO C-2 WPC-1 TO WPC-2 G-1 TO G-2 D-1 TO D-2 DD-1 U-1 TO U-2 TH-1 TO TH-23 PD-1 TO PD-4 S-1 TO S-5 R-1 TO R-2 LS-1 TO LS-4 IR-1 TO IR-3 E-1 TO E-9 1 TO 35 OF SHEETS DESCRIPTION TITLE SHEET AND LOCATION MAP TYPICAL SECTIONS STATE OF DEPARTMENT OF CALIFORNIA TRANSPORTATION KEY MAP AND LINE INDEX LAYOUT LAYOUT (REMOVAL PLAN) PROFILES PROJECT PLANS STATE FOR CONSTRUCTION HIGHWAY ON CONSTRUCTION DETAILS WATER POLLUTION CONTROL PLANS CONTOUR GRADING DRAINAGE PLANS AND PROFILES DRAINAGE DETAILS UTILITY PLANS STAGE CONSTRUCTION, TRAFFIC HANDLING PLANS AND DETOURS PAVEMENT DELINEATION PLANS, DETAILS AND QUANTITIES SIGN PLAN AND DETAILS RETAINING WALL PLANS AND DETAILS HIGHWAY PLANTING PLANS, PLANT LIST AND SPRINKLER SCHEDULE IRRIGATION PLANS ELECTRICAL PLANS BRIDGE PLANS Limit of Wo,k ( JAMBOREE ROAD) STA 178+50.00 End Wo,k 1214+75 JAMBOREE ROAD STA 188+74.78 OU E 7 STA 1205+31.89 BEGIN CONSTRUCTION ST A 1204.+96 .25 PM 24.8 14 f-w w QC f-V, -' 0 f- V, "' <D IN IN ORANGE NEWPORT COUNTY BEACH FROM SOUTH feet JAMBOREE TO ROAD 110 feet NORTH OVERCROSSING OF To be supplemented by Standard Plans dated May, 2006 t JC u 0 © <D °' C 0 -' 0 f- END STA :c f- QC 0 z f-w w QC f- V, -' 0 f- V, "' <D JAMBOREE ROAD OC BRIDGE No. 55-0531 CONSTRUCTION 1206+19 .31 PM 24.8 i Limit of Wo,k (JAMBOREE ROAD) STA 198+50 The Contractor sha I I possess the c I ass { or c I asses) of I i cense as specified in the ''Notice to Contractors.'' RELATIVE BORDER SCALE IS IN INCHES USERNMIE => SUSER OGN FILE => $REQUEST DIST COUNTY ROUTE 12 Ora 73 LASSEN POST MILES TOTAL PROJECT • tit/trans rn10 SHEET TOTAL No. SHEETS 105 LOCATION MAP RlveasrnE l"PfRClL The State of Col/fom!o or Its officers or agents shall not be respons/Dle for the accuracy or completeness of electronic copies of thfs pion sheet. To get to the Calfrans web site, go to: http.-/ lwww.dot.ca.qav ------0 -09- Project Engineer Date Registered Ci vi I Eng i nee, Plans Approval Date Contract Na. J?.-S-'f7&• cu 00000 EA OA9700 0 0 X 0 >-w a, V, > 0 w w a: V, w > >-w <t a: 0 w >-<t 0 X :c :c V, V, ,>->-C 0<0 a, o> w ~ rO 0 «w -'Z w 0 ::,c, "' 0 u-u 0 -'"' w u <tW :c ~ uo u :,: 0 u / 0 u >- a. lh-- :,: "' r V, / a: > w > D 0 / • z a. C, "' ;;; C 0 w L 0 r / 0 0 <t u / ~ ; 0 :z: 0 0 ;:; -.. <t ->-0: <t 0 :r c.. V, :z: / .. ,: 0: -a: ~ w 0 >- V, -:z: w = :, "' "--0: "-.. 0 c.. :c = V, Q :, Q_ "' .. ~ :z: 0: j 0 0 ~ "' -' .. u "' ~ "' 0 ii 0 = N -' .. "' -It '-V, "' R/W ES "J" LINE BW 8 , FL ETW 4' 62,99' TO 70,48' Var ~:-...:,....0,G] 1 :z OR FLATTER ' *Mad RETAINING CURB AND GUTTER FROM "J" Sta 183+00.00 TO 185+98.68 SIDEWALK Exist ES/ETW 19' 2' SAWCUT 8" TYPE C PCC CURB AND GUTTER SEE SHEET C-1 12' (12' Exist ES/ETW (12' Ef ist ES/ETW I 12' (12' 8" TYPE B PCC CURB PER CONB STD-182-L JAMBOREE ROAD STA "J" 181+56.27 TO 185+98.68 ( 12' * SIDE GUTTER FROM "J" STA 181+69.68 TO 182+95,00 ES BW FL ETW 4: 1 OR FLATTER ETW** RW LOL ES 8' 4' Exist ES/ETW 70' 14' 12' 2' SAW UT TYPE AZ-8 CURB AND GUTTER (NJ 12' STA STA (7') MEDIAN 12' "J" LINE 12' JAMBOREE ROAD 12' II J II "J" 187+09 .15 TO 187+44.63 190+27 .63 TO 190+49 .30 "J" LINE R/W 10' FL 61.60' TO 85' Var 8' SIDEWALK ETW* 4' Exist ES/ETW 14') REMOVE Exist CURB Mad 8" TYPE C PCC CURB AND GUTTER SEE SHEET C-1 11' 11' Exist ES/ETW I ( 14') (1 J') Exist ES/ETW 12' B" TYPE B PCC CURB PER CONB STD-182-L JAMBOREE ROAD STA "J" 191+42.96 TO 197+40.87 *STA "J" 191+42.96 TO 194+26.01 **STA "J" 194+26,01 TO 197+40.B7 ***STA "J" 191+42.96 TO 194+26.01 RELATIVE BORDER SCALE IS IN INCHES 66' 12') 1 7' 66' (12' 14' 66' 12' 19' 0 R/W Exist ES/ETW R/W Exist ES/ETW R/W Exist ES/ETW 3 JAMBOREE C&G USERNAME => $USER DGN FILE => $REQUEST DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 2 105 The State of Calffornla or rts OT'f!cers orar;ents shall not be responslble for the occuroeyor completeness of e/ecfronrc copies of this pion sheet. Ca/trans no.v has a web sitel To gf!/ to the Ca/Irons web site. go to, lttp,I /www.dof.{)IJ.f}(N TYPICAL STRUCTURAL SECTIONS 0.60' AC (TYPE A, JI." MAXIMUM 0,60' ACB (TYPE A) ROAD 0.35' AS (CLASS 2) 0.55' AC (TYPE A) 0.90' AB (CLASS 2) st PAVEMENT 40' AC 58' AB st PAVEMENT 45' AC 50' AB 'st PAVEMENT 40' AC 67' AB ·st PAVEMENT 48' AC 67' AB 'st PAVEMENT 35' AC 75' AB COARSE) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TYPICAL SECTIONS NOT TO SCALE X-1 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 C "' u 0 0 -"' .,. .,. 0 ;! 0. a ::, ;,, ~ / > ;l ~ 0. ,,, C a L >-/ 0 0 <( u / .,. .,. 0 0 / <( >-<( fr / .c °' w >-v, w ::, u. u. 0 I V, ::, o_ 0 0 N 0 "' "' "' 0 N ' "' ' "' , . - 0 w >-V, OJ -> 0 w w °' "' w > >-w <( °' 0 w >-<( 0 I I V, V, '>-oOJ >-OJ w >-o 0 «w --'Z w :::,c, "' u-u --'"' w <(W I uo u >-I " V, °' w > 0 z "' V, w 0 :z ~ -< -"' 0 a. V, :z < "' -:cs -:z "' "' -"' < a. "' C , < -:z "' j 0 '-'--~ < u '-'-0 "' -< -• V, I L -1 "' '" '" "J" LINE "' JAMBOREE ROAD ,., ,,, ,,, '' '-" ~ ~ 7 '-" ~ I I - ~ I-. ' ~ l-~ " w w ~ •-" ~ ~ -~ J ~ a ~ ~ ~ ~ ~ • • 2 m -- ;< ~ * . "' 1!6 "' "' 1?0 . . 2 g ~ ~ N 2 a.a\\ N N •' t ~:-/" %~- j ~ i -~ • ~ ¼ ~ ~ ,; -f1 & RELATIVE BORDER SCALE 7 ' ' IS IN INCHES ' ' I I 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 24.8 3 105 3/09/09 ---'l?,,,_of"ESS/o~,, REGISTERED CIVJL ENGINEER ,o ;::-;;' § ;0 ,_S}~ AN "'t :2 H F :r,q "i. PLANS APPROVAL DATE ~ !No. 70129 _) E CITY OF NEWPORT BEACH {I~-9/30/3/ * ,_ 3300 NEWPORT BOULEVARD s-,...,J: -,'I" NEWPORT BEACH, CA 92663 e OF CAL\f"rP: RBF CONSUL TING 14725 AL TON PARKWAY IRVINE, CA 92618 The State of Colffomlo or Its officers orogents silo/I not be responsible for the oCC(lrocyor comp/eleness of electronic cop{es of this ptonsrotot. Co/Irons /1QN Ms a web site! To 9et to t~ Cu/trans web site, go to, tltp,/ lwww/Jrim!JOI ~ ~ ~ L 2 0 z -" w w 0 ~ " -~ ~ J a 0 " ~ ~ • m ;: +- "' "' 1?3 "J" LINE1~4 "' '" 1?7 "' ,,,/ . . . . ,,, JAMBOREE ROAD "' .l' ~ i' % ~,. • , .. ~ <,~ ~ . ~ . ) ~ ".J-;r LINE /~· '" WW e> <-ce .. 11 II cc ~~ ALL DIMENSIONS ARE IN S':3 FEET UNLESS OTHERWISE SHOWN .. WW e> KEY MAP AND LINE INDEX <-ce ~ zo NOT TO SCALE ~o _, ~o "0 K-1 ,, ~o "O 3 USERNAME => $USER cu 00000 EA OA9701 ' DGN FILE aa) $REQUEST I I I ' ' C "' ~ 0 0 0 ~ ~ ~ 0 0 / ... :, 0 >, ~-.J / > " / • a. w C 0 C ,_ / 0 0 <t u / ~ ~ 0 0 ;;: <t ,_ <t fr / .c 0: w ,_ V> w :,a "-"-0 :c V> :,a "- 0 N 0 "' "' "' 0 N ' "' ' "" NOTES: 1. FOR COMPLETER/WAND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. NO. R CURVE DATA 6 L 2. BEARING AND COORDINATES AS SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM G 1599.96' 27°16'10" 761 .49' 0 >-w m V> > 0 w w 0: V> w > ,_ w <t OF 1983 (EPOCH 1991.35), ZONE 6; BASED UPON THE FOLLOWING COUNTY OF ORANGE CONTROL STATIONS AS PUBLISHED BY THE COUNTY OF ORANGE: 282-0CS (P282)-N2,185,048.237 FT, E6,068,997.581 FT 284-0CS (P284)-N2, 185,465.771 FT, E6,069,433.347 FT 285-0CS (P285)-N2,185,754.170 FT, E6,070,012.294 FT 6175-0CS (6175R1)-N 2,186,676.251 FT, E6,070,939.372 FT 3. FOR BRIDGE BARRIER TYPE 26 (Mod) TO Cone BARRIER TYPE 26A (Mod) Trans, SEE C-1 FOR DETAIL 0: 0 w ~-+----l4. JAMBOREE ROAD (OVERCROSSING) BRIDGE NO. 55-0531 SEE BRIDGE PLANS ,_ <t 0 l'c'-----'--'5. PER CONS STD-181-L-A (CASE A), SEE SHEET C-2 I I V> V> '>->-om w m 6. FOR Cone BARRIER TYPE 26A (Mod) DETAIL, SEE SHEET C-1 7. SW THICKNESS = 4" AND SHALL BE CONSTRUCTED PER CONB STD-180-L 8. PER CONB STD-181-L-A (CASE E), SEE SHEET C-2 9. PORTABLE Cone BARRIER (TYPE 60K) WITH SCUPPERS SHALL BE PLACED ON A WELL COMPACTED BASE LEGEND: PORTABLE Cone BARRIER (TYPE 60K) WITH SCUPPERS 14°48'56" 445.64' 15.88 Rt"SR-73" 1209+83.28 , END Temp TERMINAL SECTION (TYPE Kl', JOIN Exist Cone BARRIER (TYPE 60)\ 14.43 Rt "SR-73" \' 1209+63.34 \ END PORT ABLE Cone:' BARRIER (TYPE 60K) Beg Temp TERMINAL SECTION (TYPE K) PORTABLE Cone' BARR I ER (TYPE; 60K) • 20:1 TAPER • 0 N "' 0 CURVE DATA T NO. R 6 L T 388.1 O' 0) 1666.54' 12°22'26" 359.92' 1 80.66' 223.69' 0 35.00' 87° 37'47" 53.53' 33.58' Q) 10.00' 89°05'34" 15.55' 9.84' 0 7.24' 179°47'52" 22. 71' 4103.94' (!) 1601.96' 1 0° 34 '46" 295. 79' 148.32' 0 493.41' 8°01 '47" 69.15' 34.63' 0 750.00' 6°47'29" 88.90' 44 .50' ® 1599.96' 19°41 '51" 550.04' 277.76' 70.48 Lt "J" 1 85+99.01 BCR, EC END Mod Cone RETAINING CURB. H 2' -O", SEE SHEET C-1 16.47 Lt "J" 186+01 8 >-o 0 «w .JZ w HINGE LINE MATCH LINE STA 1208+00 SEE BELOW RIGHT 69. 1 t "J" 185+ 00 EC, BCR ::, '-' "' u-u .JV> w .,:w I uo u ,_ I C> V> 0: w > 0 z C> "' w 0 z: 2 -< -"' 0 a. V, z: < "' -~ 0 -z: = ::,; -"' < a. = Q < z: "' i 0 ~ _, < u ~ 0 = -< -• V, CUT /FILL LINE ------CALTRANS R/W CONS R/W --------CONB TCE ~ MINOR Cone (MEDIAN PAVING) SIDE GUTTER TO Mod RETAINING CURB AND GUTTER Trans H = O' AND TRANSITIONS TO H SEE SHEET C-1 2'-0" RELATIVE BORDER SCALE IS IN INCHES 0 3 USERNAME "> $USER OGN F J LE => $REQUEST DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS ·~ q, 1 12 Ora 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 4 105 ; , ,I :,.· ' .. \~,-~•,:~~' ·,,,\ The State of Ca//fornfa or Its offrcers oro,;;ents sh:111 not be responsible , for the accuracyor completeness of elecfron!c copies of this pion sheet. I '., l Ca/trans r,rm ms a web slleJ To qet to tte Col/rans w~ site. go lo, hllp:/ /www.datmi}(N : ]MATCH LINE STA 1208+00 SEE ABOVE LEFT : ' :t:1 --,,n-,-""oo7,,--,--,--,-;,-,--,--,-, ,-! =. 7TIC-CC-T"~-''-'--~ .. ~,.~ ~.R. A E;xisil" 'Coric "" BARRIER i rl\ ;1 ~, {1/PE po); w \i! ~:b::::: PORT ABLE! I' ; If) i C\)nc BARRlER. • : (TYPE '60K), ! : 20:1 TAPER' sd NOTE\'6 ·: ': SEt I NOTE ~l cl J'+\"'J'' 187+4:4.63 lJ:o8e\BARRIER '! . '] 2$A !.IMod!M!D ::SW BRIDGE BARRIER' ' \l26 (:f/od) ' OTE :3 . \ ' ',, \ 7.18 Lt "SR-73" 1206+65.83 Beg 20: 1 TAPER PORTABLE Cone BARRIER (TYPE 60K) N I ..J f-w w WI zv, ..Jw w Iv, u f-O «o ::,;;+ "' <X) <t f- "' ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN LAYOUT SCALE: 1"=40' L-1 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 - ' 0 >-w aJ "' > 0 w w 0: "' w > >-w <{ 0: 0 w >-<{ 0 ' :c I "' "' ,>->-oro aJ C w "' >-o 0 u «w w -'Z N ::,c, "' 0 u-u 0 ..., "' w 0 <{W I "' uo u .,. .,. 0 0 / + :, >-0 :c ,., C) ~-;;; ..., / 0: > w > u 0 / ~ z a. <.:) U) "' C 0 w ~ C, >-/ C, C, <{ u / .,. .,. 0 z 0 ~ ;:; -< <{ ->-"' <{ 0 :r a.. V"> z / < "' .c -0: ~ w 0 >-"' -z w "-' ::, "' "--"' "-< 0 a.. I "-' "' Q ::, a. "" < z N "' i 0 0 ~ "' ~ < u "' ~ "' 0 0 "-' N -'-< "' -t '-V"> "' 63' Rt ''-SR-73" 1208+ 0.00= M8-2" 208+30.00 0 z ::,I") o,,_ l'O I In:: :;::v, 0 z <D 0 N f-- 0 N 77.87' Rt "SR-73" 1206+64.44= 'J-2" 206+64.44 SEE NOTE 4 I __, f- ~ t-=~=+➔,------+ wI zVl « f- l/) \<l\~~7]i~ ,11: / !.\\ t.' '.J '' -·'-~a-·, Ct ·:sJ~'.i ___ .1._to+ r g-8" JYPLA PCC ,.Jl G_UTT[R 1R-···-CONB STD.t.1 . .82-L ·"·· --11 --~j 'g--SW \; ~···-· .... L.. .. '. _ ; \ -----H: ------; I IN Exist .... , §EE, ABO~--RIGHT. ,; , SW'& STA>RS DEJA1 URB RAMP, TCASE EJ Pi1<'R , N.B STD"·'!l8'l-U-A . ' , E! ~B.J R~ N .LR,,J.c ___ c,._ ,3' ______ '.'.e,, . .,;c_,.0,,. ... , ... , ... ":_~,. >, . . ...... . . ·-· --.. ::: ••• _:.:cs·,s ... --------,-.---f'" NO. R 0 10,00' 35.00' 10.47' 200,00' RELATIVE BORDER SCALE IS IN INCHES 79.00 Lt "J" 193+01 .01 Beg BAY TAPER L;::;125', W=14' CURVE DATA " L 91 °25'01" 15.95' 88°47'46" 54.24' 180°00'00" 32.90' 13°41 '21" 47. 78' T 10.24' 34.27' -1.00' 24.01' NO. R @ 150.00' @ 150.00' 0 190.00' @ 2300.00' 110.65 Lt "J" 193+00. 7 Beg SIDEWALK J011'"' Exist --A02.00 t "J" 192+90.00 1 .0 Lt "J" 192+98.00 19 Lt "J" 193+01.06 EN SIDEWALK OIN xist " L 156°49'07" 410.55' 83°15'16" 217 .96' 26° 19'22" 87 .29' 15°05'1 g" 639.90' T 731.34' 133.30' 44,43' 322.03' USERNAME =) SUSER DGN FILE "'> $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 24.8 3/09 _R_E_G_I S_T_E_R_E_D_C_l_V_l_L_E_N_G_l_NE_E_R PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL Ti NG 14725 ALTON PARKWAY IRVINE, CA 92618 5 105 TOO State of Collfomro or Ifs officers oroqents shall not be responsible for the accurocyor completeness of elecfron!c cop!es of this pion sheet. Co/Irons ~ has o web site! To gel to tte Co/trans web site. 90 ta: ttlfk//www.dof.txJJ}w ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN LAYOUT SCALE: 1 "=40' L-2 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 " 0 >-w <D V, ;: 0 w w "' V, w > >-w <! "' 0 w >-<! 0 " I I V, V, '->->-C o<D <D O> w D >-o 0 «w <! -'Z w :::J<,:, "' 0 u-u 0 _,v, w 0 «w I <I) uo u V V 0 0 / -;- ~ >-0 :,: :,, <.:> ~-_, V, / "' > w > D 0 / ~ z a. <.:> 00 V, C 0 w L 0 >-/ 0 0 <! u / V V 0 z 0 2 :;; -< <! ->-"' <! 0 ~ a. V, z / < "' .c -"' ~ w 0 >-V, -:z w w :,; "' "--c,: "-< 0 a. I w V, Q :,; CL "' < V :z N c,: I 0 0 ~ "' --' < u '" ~ "' 0 0 w N -'-< '" -di ' V, "' NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRIC OFFICE. LEGEND: ~ ~ ffi±ffl REMOVE AC PAVEMENT REMOVE SIDEWALK OR BARRIER AND RAILING REMOVE MEDIAN HARDSCAPE NOTES: 1. SEE BRIDGE PLANS FOR ADDITIONAL BRIDGE AND STRUCTURAL REMOVAL ITEMS 2. SEE DRAINAGE PLANS FOR REMOVAL OF DRAINAGE STRUCTURES 3. SEE SIGN PLANS FOR REMOVAL OF SIGNS 4. SEE ELECTRICAL PLANS FOR REMOVAL OF CALTRANS ELECTRICAL FACILITIES 5. SEE UTILITY PLANS FOR REMOVAL AND ADJUSTMENTS OF PUBLIC UTILITY FACILITIES RELATIVE BORDER SCALE rs IN JNCHES 0 2 \ ... USERNAME a,) SUSER DGN F !LE => sREOUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oco 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 6 105 Tm State of Col/forn!o or fts officers orogents s00/1 not be responsible for the occurocyor completeness of etectronfc copies of this plan sheet. ·.CURB .AND REMOVAL'' ALL DIMENSIONS ARE IN <t f-Vl FEET UNLESS OTHERWISE SHOWN cu 00000 LAYOUT (REMOVAL PLAN) SCALE: 1 "=40' EA OA9701 L-1A 0 0 ' 0 0 ' 0 0 0 >-w a, V, > 0 w w 0: V, w > I-w .. 0: 0 w I-.. 0 ' I I V, V, '>->-C om a, "' w 1J 1-0 0 -<w .. --'Z w N ::, C> "' 0 u-u 0 --'"' w 0 -,w I w uo u .,. .,. 0 " / +-:, I-0 I ;,, C> .,_ V, --' / 0: > w > 1J 0 / • z 0. c.:, ,,, V, C 0 w L 0 I-/ 0 0 .. u / .,. .,. 0 :z 0 ~ ;:; -... .. -I-"" .. 0 ~ c.. V, :z / ... "' .c -0: ~ w 0 f-V, -:z w w ::, ,., u. -"' u. ... 0 c.. I w V, Q ::, CL ,,, ... "' :z N "" i 0 0 ~ "' .... ... u "' ~ <lJ> 0 0 w N -' ... "' -II, ' V, ,,, NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRIC OFFICE. "" r-- 1 Ct'. (/) 0 z :::, 0 [I] ::r: ,-. Ct'. 0 z 43.67 Lt "J" 190+29.19 End AC PAVEMENT REMOVAL 46.16 Lt "J" 190+19.54 Beg Cone CURB AND BARRIER & RAILING REMOVAL a, 0 N <-0 N X I ...J ·. -\,.- __ ::--,.if)" __ _ "'" ,-. (/) 2"· / i 6 r,,· N r-- 1 Ct'. (/) . 'a <'· ;z; :::,- 0 [I] ::r: J-··--·· 'o:: 0 z 7 Rt·i"Bl" 111+17.16 ·,FENCE REMOVAL --~->---~l-_:, ................ --• • -·2-:-60····Rt •••1\1''-i 91 +1 &£>27 19? Beg MED AN HARDS9APE Cone CU,RB-REMOVAL- ------,L ..... ' ' \ '"' -----, ' -, t ', 91.1 gi Lt;"~~." 19i+o -·--.,, END RFMOVE W,AL~WAf ANO-S+BEWAt:K--=-~ , .. ,. -"'"'---~·_:_ __ ... -~-' '""c-~-.. --~~--- Beg REMOVE WA AND SIDEWALK 90.20 Lt "J'" 193+24.81 END REMOVE WALKWAY AND SIDEWALK 6L'is Lt "J",'-J 93+40. 74 Beg REMOVE WALKWAY AND SIDEWALK SIDEWALK & STAIRS REMOVAL DETAIL SCALE: 1 "=20" SEE ABOVE RIGHT FOR SIDEWALK AND STAIRS REMOVA V;)E\AIL '. ',, L_~_j TREE (PIP) ' __ ,._,. DIST COUNTY ROUTE POST MILES TOTAL PROJECT 12 Oro 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY IRVINE, CA 92618 24.B SHEET TOTAL NO, SHEETS 7 105 The State af Collforn!a or Its of'f!cers or agents sh:J!I not be responsible for the occurocyor completeness of e/ecfronlc C(Jp/es of this plonsmet. Coltrr.ms f'K};{ OOs o web si/11.!To get to t/'tJ Co/trans web site, 90 t0: ftt():/ lwww.dof.tXJJJ(N 1/ / 1/ / v· I 1/ '(./ \ '1;-.................... -6T~fr;-Lt ''ff' .. f§)f~:, 7 \, ~ End AC"PAYEM~NT/('.EMO.,VAL :'::;:..-::,·=-==' :;:::=::1:9:1:;;:=:c;pq:mr=::c~;? '/ / '. \ 1 99 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN LAYOUT (REMOVAL PLAN) SCALE: 1 "=40' L-2A RELATIVE BORDER SCALE IS IN INCHES 0 USERNAME "'> $USER DGN FILE ='> $REQUEST cu 00000 EA OA9701 X D >-w <Il Vl > D w w 0: Vl w > >-w <i 0: D w >-<i D X I I Vl Vl '>->-o<D w <Il >-o D «w C --'Z w "' ::,c, "' " u-u --'"' w «w I ;:; UD u Cl. "' "' / ~ >---:,: 0 <.:> ~-Vl Cl. / 0: > w > " 0 / ~ z ci <.:> "' Vl C 0 w L D >-/ D D <i u / "' "' 0 z ;:; ~ ;; -.. <i ->-15 <i ~ a.. V> z / .. c,: .c -0: ~ w 0 >-Vl -z w ""' ::, :::& ~ -c,: ~ .. 0 a.. I ""' Vl Q ::, Cl. ~ .. 0 z "" c,: I 0 0 ~ Vl ~ .. u "' ~ "' 0 0 ""' N -' .. "' -• ' V> "" r-- -••> r-- ._§_Q_ f---- ,-.2Q_ ~o -,__lQ_ - f---- - ._§_Q_ - ~ - ,__1Q_ - 30 ---- __§_Q__ - ___.2.Q__ -,...1Q_ - ,__lQ_ - f------ f---- Station '" '" Yds Emb BENCHM~RK • •• .. 33:/7-('.35-33-71·)· --:35.525· -- : . Ll:7.0 (3.J.c i 3.-.10) :54.-.149. 61B9 DN-6189) I I 1 ) 1 L/')/1 1 I ···:·JAM'BQRl;E :ROAD nn RELATIVE BORDER SCALE IS IN INCHES ·''J''·U·NE 1 0 ' ' I ' 1 2 I ' I I OGN FILE =)$REQUEST I USERNAME =) $USER : I -DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Oro 73 24.7 8 -1--~----'----~~------~-~-----l 105 - - 3/09/09'.<"'~"""' R '0,0c01"s"r","e",0o~c"1"v"1"L~ECNCGCCI N7E"E=R ---:4,~~(: :.'</;-/ 11nr:~TJ-[1A<:.NTr:r:i\lf'%, !::: HOFFMEIST R z ~~CCPCI~=A-/_s_OC~CP_PN_R_;-;-~c~c;c~=T_E=s=E_A_C_H __ _,,,~.iz~Q:p. :~::;,o ltfE --- -s,,. CJV!L,,. 3300 NEWPORT BOULEVARD ''< -~' NEWPORT BEACH, CA 92663 OF mif'I'-~ RBF CONSUL TI NG 14725 ALTON PARKWAY IRVINE, CA 92618 . The State of Co/ffornfa or fts offrcers oro9rmts sholl not be respons/b/1.J • :· r---for the occuracyor completeness of electronic coples of this pion sheet. 4 Q Ca/Irons /'ION ms o web site! To get/a tte Col/rans web site, (JO fa: /tip:/ /ww.v.dotmJ)CN ··r-- • > ,,, ••• i---- ,,. .... , .... ,. ········t--- ···r--- ... r---- » t-- --- - _§Q_ . , . i---- > > ,_.2Q_ ,,. i---- > > > ,--1.Q_ . . 30 .......... r---- ... r---- WW ~~ . AL~ DI~ENSJONS: ARE IN· .FEe,T. LJNLESS .O;rHE~WJSI;. S!i!)Wi'l; .. ! : P:RO..FlLE i----~~ . .. ;.SCALE.:.;.HOR,lZ: ;:.11 :: . 51 Q 0 ·_: VE:RT: I cu 00000 I EA OA9700 AA II II X 0 >-w a:, V, > 0 w w "' V, w :; >-w <( "' 0 w >-<( 0 X I I V, V, ,>->-om m w >-o 0 <tw C ~z w "' :::><;> "' D u-u ~v, w N <(W I 0 uo u CL " " / © >-4-:,: 0 '-' •-vi CL / "' > w > D 0 / • z Q. '-' "' vi C 0 w L 0 >-/ 0 0 <( u / " " 0 z 0 0 ;:; -<C <( ->-"' <( 0 ii' 0.. V, z / <C "' .c -"' ~ w 0 >-V, -z w '"" :,; "' "--"' "-<C 0 0.. I '"" V, c:, :,; CL "' <C z "' "' j 0 0 ~ "' ~ <C u "' ~ <> 0 0 '"" N --.._ <C "' -• -.._ V, "' ~ - ,_lQ_ ~ ,_§_Q_ 50 - _1Q_ ~ .._lQ_ - - f--- ,_lQ_ f--- J_Q__ >--- ~ >--- --1.Q._ >--- '---- >--- f--- ,_lQ_ - c....2.Q_ f--- ~ >--- 0Q_.. <--- >--- '---- Stotion c, Yds '" Emo ' I I JJSiMBO.REE. :R.QAQ • · • "'J",UN~- RELATIVE BORDER SCALE IS IN INCHES < 0 ' : . - 7 .02%-; ' ' 3 ' I DGN FILE -)$REQUEST I USERNAME -) $USER ' -oJST COUNTY I ROUTE POST MILES TOT AL PROJECT SHEET TOTAL NO. SHEETS 3/09/09,-<'=-~ ---~oFESs,~ ENGINEER j~'? 'v-1( •' ' ):.' STEFAN {. REGISTERED CIVIL !:'] HOFFMEISTER "i\\ -PLANS APPROVAL DATE i:~0-rnizq: En l-!:.c~.:_C'.CC'.::e..:.:S'-""-'"------',\.c,: ><p.~ Jl, '}--_]Q_ CITY OF NEWPORT BEACH s'4 CIVIL .,.,.,. 3300 NEWPORT BOULEVARD '<o, ""'°''. NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 Tte Stote of Co/fforn/o or Its offfcers orogents shall not be responsible • '.· 1----for the accurncyor completeness of electron!c copies of tf)fs plan sheet. ~!!:!.c!.="""-=='"--"-=-""",='-:'--:""':-;'=-c,:=::--, 50 Ca/frail$ {)(Ml tris a web site! To get to tte Callrar,s web sl/e, go to: fttp:I lwww.dol.cat;;w _jQ_ ··- . .-.... t----- .. ~ ... ~-.. ,-1.Q_ ~ ,_§_Q_ -.. ~ ... ,-.2Q_ ... ~ _1Q_ - - ~ ··~ ... ,_lQ_ --~ '-••·· ,_§_Q_ '. ALL, Dl~ENSJONS'. ARE IN .,EP .UNLES.S .O;fHE~WJ.SE;. SHPWN; ... ; PiROFJL:e: SC;\LE.:.:.HOR,LZ .: .;.1. •:. ,s . 5 1 0 0 ._: : : VERT: : 1 " ~ I cu 00000 I EA OA9700 ~ ,-.2Q_ - ww _J_Q_ ~ ~ .. M f----1111 3~ "" "" --s:: u D >-w "' V, > D w w 0: V, w > r w < 0: D w r < D ' ;,: ;,: V, V, '->->-o<D w "' rO D <w --'Z w C :::>c, "' a, u-u u --'"' w <W ;,: uo u 0 u .,. ::; / r 0 ;,: -1-'-' ~-D V, / 0: > w > u 0 / • z 0. ~ 00 C V, 0 w L 0 r / D D < u / .,. .,. 0 z 0 ~ ;;; -... < -r "' < 0 ~ a. "' z / ... "' .c -0: ~ w 0 r V, -z w w ::, "' "--"' "-... 0 a. ;,: w V, C, ::, a. ,-... "' z "' "' j 0 0 == "' --' ... u "' ~ "' 0 0 w N -'-... "' -t '-"' "' FL D ! ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS LANE WIDTH TO 2' -6" BW 12 Ora 73 24.8 10 105 THIS POINT 6" 2' R=0,01S 3:2 BATTER R=1" CHAIN LINK RAILING ( TYPE 7) 8' SIDEWALK N ' "' ,. ~ 1 1 Mod 8'' TYPE A PCC CURB AND GUTTER NO SCALE Cone BARRIER TYPE 26A (Mod) AND CHAIN LINK RAILING ( TYPE 7) BRIDGE BARR I ER TYPE 26 (Mod) AND CHAIN LINK RAILING (TYPE 7) Cone SW R=1 /2" STATION PER LAYOUT PLANS Trans DETAIL CURB BARRIER BARRIER BRIDGE Cone TYPE 26 (Mod) TO TYPE 26A (Mod) NO SCALE EXPANSION JOINT 7' -6" 6" 2' Cone BARRIER TYPE 26A 8" '. TYPE A2-8 CURB AND GUTTER Cone TYPE BARRIER 26A (Mod) * PAY ITEM FOR Cone BARRIER TYPE 26A (Mod) INCLUDES TYPE A2-8 CURB AND GUTTER NO SCALE Mod Cone RETAINING CURB AND GUTTER w w 1// // // // STATION PER / 1/ 7 1/ 8' SIDEWALK SI DE GUTTER 6" / / / / 2' 1" 3" 4" / / / / 1" STAMPED Cone MEDIAN PAVING L Y U LANS / ,,, / ' "' / 0o~ // ~<. 1" CURB . j1 " CURB [ w~--wcT=---~ lEXPANSION JOINT MINOR Cone (ISLAND PAVING) DETAIL NO SCALE PLAN VIEW SECTION / 8' SIDEWALK / / / / / / SIDE GUTTER CURB AND TO Mod RETAINING GUTTER Trans NO SCALE RELATIVE BORDER SCALE rs IN INCHES 0 / 2 8' SIDEWALK 6" TYPE A Cone CURB AND GUTTER ( 5 IDE GUTTER) 2' ' Mod 8" TYPE A PCC CURB AND GUTTER SIDE GUTTER ''J'' STA 181+69.68 TO 182+95.00 NO SCALE 2' -6" 3" 2" 1' 2" FL ? 4 ? 4 ? ? ' ' ? 4 4 ? 4 ' ? ? ' 2" Cone GUTTER CLR #4 @ 1 .O' O.C. SEE NOTE 1 #4 • 3 TOTAL SEE NOTE 1 Mod RETAINING CURB AND GUTTER "J" STA 183+00.00 TO 185+98,68 NO SCALE 5" NOTES: 3/09 ""RECCo"1"s,"e°'RCCED~c"'1 v"'1c-,--cECCNCCG"Cl Ncce=rn PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 T/Je State of Collfomro or Its offfcers oroQents shall not be resp:,nslble for the occur,x;yor completeness of electronic copies of this plan sheet. Co"rons n,;w hJs o web sl!e!To 9Cf to tte Ca/trans web s/le, (JO fa, tttp,//www.dotml}(JV BW 6" 1/," CHAMFER 0 ' ;,,, ' L 0 0 > ;,: 4 ' 4 ? 4 "' I 8" EMBEDMENT I 1' "' --' 1 TO 1 < SLOPE ' "' .,.w I D V, ~ izJ 1. REINFORCING STEEL REQUIRED IF RETAINING CURB EXCEEDS 8" IN HEIGHT ST~ MEDIAN PAVING W / LANDSCAPED AREAS NO SCALE USERNAME => SUSER DGN FILE cc) SREOUEST ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN CONSTRUCTION DETAILS NOT TO SCALE C-1 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 D >-w <Il V, > 0 w w 0: V, > w >-w -,: 0: 0 w >--,: D ' I I V, V, '-. >->-o<D w <Il >-o D -a:w --'Z w C :::l<.:> "' C> u-u u --'"' w -,:w I N uo u 0 u V V / >-0 I + "' .._ D V, / 0: > w > u 0 / • z 0. "' "' V, C 0 w L 0 >-/ D D -,: u / V V 0 :z: 0 ~ :;; .... .. -,: .... >-"' -,: 0 :r Cl. V, :z: / .. "' ,:: .... 0: ~ w 0 >-V, .... :z: w '-" " ::,; "-.... "' "-.. 0 Cl. I '-" V, 0 " a_ V .. V :z: ,.., "' i 0 0 ~ "' ~ .. u '" ~ "' 0 0 '-" N .... '-. .. '" .... • '-. V, ,.., LI-U a, LI-U 0 D 0 " LI-U 0 LI-U 0 D §l "' ---' . "-"' -,.., + V .... . "'0 -"' LI-U a, "' ---' • LI-O N ,.-, + "' ..... "'0 -"' ____;:: CUR B --N-~ ~v4~-r-------,N - - ---"'-------c-------------c-------':-- - -w w FLOW LOCAL DEPRESSION CB I[_ 187+14 .65, LT (JAMBOREE RD) \ \e3 4D 88 R)/B (,1 92J1Ul :t.~!\;O)~B2" t2)0i'L14} FL 50;96 ' :i~ .. ~·--· 70.48 Lt "J" 185+99.01 FL 48. 77 1-w w a: I- t/) w z ,-" ~' a:, ;: ,.., '" PLAN SCALE: 1 :20 87 ........ _r·-- 7o'·oo d/'.J" 181+14.65 LOCAbD£jaRESSION PER CONIJ" STD-304-L ;:_ . L:;z_' .............. - .\ .. \ 87+09.15 RELATIVE BORDER SCALE IS IN INCHES 0 ' USERNAME ;) $USER OGN FILE =)$REQUEST 1-w w a: I- t/) .J 0 I- t/) -a: m "J" LINE PLAN SCALE: 1 :20 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 9261 B 24.7 11 105 The State of Callfornla or Its officers oroqents shall not /:Je responsible for the occurocyor completeness of electronlo cap/es of this plans~t. Col/rans nc.w h:!s a, web sllfl! To get to tte Co/trans web site. go /0: Mtp:I /w.vw.dolmJJCW JAMBOREE ROAD ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN CONSTRUCTION DETAILS SCALE: 1"=20' C-2 cu 00000 EA OA9700 0 0 ' 0 0 ' 0 0 X 0 >-w <D V> > 0 w w 0: V> w > >-w <i 0: 0 w >-<i 0 X I I V> V> '>->-om w a, >-a 0 «w -'Z w C :::,c, "' "' u-u " -'"' w <iW I uo u :; Q_ u Q_ "' " " >-/ :,: u C, O<-"' V> / 0: > w > " 0 / ~ z 0. C, "' vi C 0 w L 0 >-/ 0 0 <i u / " " 0 :z 0 ~ ;;; -"" <i ->-0: <i is:'. :r V, :z / "" 0: .c -0: ~ w 0 >-V> -:z w ...., :,; ::& u_ -0: u_ "" 0 0.. I ...., V> C :,; Q_ '" "" 0 :z " 0: i 0 0 ~ "' ~ "" u '" ~ "' 0 0 ...., N -' "" '" -• ' V, "' CONSTRUCTION NOTES BMP SC-10, CONSTRUCT TEMPORARY GRAVEL BAG CATCH BASIN PROTECTION PER DETAIL HEREON BMP SC-10, CONSTRUCT TEMPORARY GRAVEL BAG GRATE INLET PROTECTION PER DETAIL HEREON BMP SC-6, PLACE GRAVEL BAGS 2 BAGS HIGH IN OPEN TRENCHES AND TEMPORARY SWALES ADJACENT TO ROAD EVERY 100' DURING 40% CHANCE OF RAIN BMP SC-6, PLACE GRAVEL BAGS 1 HIGH ADJACENT TO ACTIVE LANDSCAPE AREAS ANO CONSTRUCTION OF SIDEWALK ALONG BACK OF CURB OR BACK OF SIDEWALK DURING 40% CHANCE OF RAIN BMP SC-7, STREET SWEEP AS NECESSARY BMP SC-5, INSTALL FIBER ROLLS AT TOE OF SLOPE, ADJACENT TO EXCAVATION BMP SS-7, INSTALL EROSION CONTROL BLANKET ON EXPOSED SLOPES DURING CONSTRUCTION BMP SS-9, CONSTRUCT TEMPORARY DIVERSION DITCH NON-VISIBLE POLLUTANT SAMPLING LOCATION (NOTE: LOCATIONS #1 AND #2 ARE TO BE LOCATED AT THE STORAGE YARD, LOCATION TO BE DETERMINED BY CONTRACTOR) LEGEND GRAVEL BAGS LJ TRAILER LOCATION (LOCATION TO BE ADDED BY CONTRACTOR) LJ EQUIPMENT STORAGE (LOCATION TO BE ADDED BY CONTRACTOR) LJ MATERIAL STORAGE (LOCATION TO BE ADDED BY CONTRACTOR) LJ CONCRETE WASH-OUT AREA (LOCATION TO BE ADDED BY CONTRACTOR) 'j ·, '~, ... /1 ESTIM. QUANTITY 10 EA 6 EA 700 LF 2300 LF 1 LS 900 LF 6000 SF EA 4 EA f2 ...B...T TYPICAL SECTION BAGS MIN. NOTE: 1. CONTRACTOR TO REQUIRE OFF-SITE CONCRETE WASHOUT OR PROVIDE ON-SITE AREA PER CA STORMWATER BMP HANDBOOK WM-B. LOCATION TO BE DETERMINED BY CONTRACTOR ANO APPROVED BY CITY INSPECTOR. 2. CONTRACTOR TO REQUIRE OFF-SITE STOCKPILES OR PROVIDE ON-SITE AREA PER CA STORMWATER BMP HANDBOOK WM-3. LOCATION TO BE DETERMINED BY CONTRACTOR AND APPROVED BY CITY INSPECTOR. '-cuRB FACE ___ _/-=~~ DIRECTION OF STREET FLOW rGRAVEL .s552::,__ ( TYP. I TYPICAL ELEVATION BAGS CITY G) BMP SC-6 -STREET GRAVEL BAG PLACEMENT 3 }--------------- NTS THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 0 I ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 REGISTERED CJVJL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 12 10S Tro Stole of Collfornra or Ifs offfcers or agents shall not be resf)<Jnslble for tl'le occuroo,,or completeness of electronlc copies of this plan sheet. 1-w ww ZI -<Jl _J w I W u <Jl 1- <l'. O :::;;o + Cl> Cl) <l'. 1-<Jl ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN WATER POLLUTION CONTROL PLAN SCALE: 1 "=40' WPC-1 cu 00000 EA OA9701 II II on WW ~:: 33 "" WW ~, ;;;: 0 0 ' 0 0 ' 0 0 ' 0 >-w a, Vl > C, w w cr: Vl w > ,-w <( cr: C, w ,- <( C, ' :,: :,: Vl Vl ,>->-c,<D w aJ r-C, C, «w -'Z w C ::le, "' en u-u " -'"' w <(W :,: N UC> u 0 a. u a. "' " " .... / :,: u "' i-Vl / er: > w > " 0 / ~ z 0. "' "' Vl C w 0 L C, ,- / C, C, <( u / " " 0 :z: 0 ~ ;;; --< <( -.... 15 <( 0.. Ir V, :z: / -< "' .c -cr: ~ w 0 ,- Vl -:z: w Lu "' =-~ -"' ~ -< 0 0.. :,: Lu Vl Q "' a. "' -< :z: " 15 J 0 ~ "' --' -< u "' ~ "' 0 ii 0 Lu N -'--< "' -• '-V, "' I u a. 3:: >--w w :c "' w w "' 0 0 + 0) co <( >--"' ,.,, t- i 0:: </) ' .. :g §;! N :::, 0 co :c >--0:: 0 z 1--- 0 N PROPOSED CURB // / / CATCH BASIN SECTION "A-A" NTS BMP SC-10 -TEMPORARY GRAVEL BAG r,, CATCH BAS IN PROTECTION "2)f------------,-NccT~S--------- ,, '\\,;;~ DIR!;'CTIQN OR ·ST~EET ,FLO\\! PLAN GRATE INLET COVER WITH FILTER FABRIC SINGLE ROW OF GRAVEL BAGS AROUND PERIMETER OF GRATE STACKED 2 BAGS HIGH BMP SC-10 -TEMPORARY GRAVEL BAG 0 GRATE INLET PROTECTION 2 }-----'-----------=.:c._____:_:___:___-------'---'--'--NTS THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 ' USERNAME "'> $USER OGN FILE => $REQUEST DIST COUNTY ROUTE POST MILES TOT AL PROJECT 12 Ora 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 SHEET TOTAL NO. SHEETS 13 105 Tte State of Ca//fom!r:i or rts orrrcers orogents shall not be responsible f'or the accurocyor completeness of eledronfc copies of this plonsheet. Ca/trans noN lr1s a web site! Ta get to tfe Cal/rans web site. go ta: lttp:/ /wwwJJotml)O{ WATER POLLUTION CONTROL PLAN SCALE: 1 "=40' WPC-2 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 ' 0 >-w a, V> > 0 w w 0: V> w > >-w <{ 0: 0 w >- <{ 0 ' I I V> V> ,>->-oai w a, >-o 0 -o:w C -'Z w O> ::,c, "' "O u-u _,v, w -o:w I 0 uo u '-' V V / O> C >-"O I 0 '-' ><-'-' V> / 0: > w > "O 0 / ~ z 0. ~ "' C V> 0 w L 0 >-/ 0 0 -0: u / V V 0 z 0 ~ ;; -< -0: ->-"' -0: 0 ~ Cl.. V"> z / < "' .<: -0: ~ w >-V> -z w ""' " ~ LI--"' LI-< 0 Cl.. I ""' V> Q " a_ 0 < "' z V "' i 0 0 w.. "' ~ < u "" ~ "' 0 ""' N -' < "' -It ' V"> "' NOTES: 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. 2. NO SOIL WITH EXPANSIVE INDEX (El} HIGHER THAN SO SHOULD BE PLACED WITHIN 3 METERS DIRECTLY BENEATH SUBGRADE ELEVATION. 3. TOTAL PRIMARY SETTLEMENT OF NEW EMBANKMENTS IS EXPECTED TO OCCUR WITHIN 30 DAYS AFTER GRADING. 4. CONTRACTOR SHALL VERIFY ALL BASE MATERIAL IS WELL COMPACTED BEFORE PLACEMENT OF PORTABLE Cone BARRIER (TYPE 60K} PER LAYOUT ON SHEET L-1 LEGEND: C F EL (XX.XXX} HINGE LINE CUT/FILL LINE FLOW LINE EXIST ELEVATION CALTRANS R/W C !TY OF NEWPORT RELATIVE BORDER SCALE IS IN !NCHES 0 3 USERNAME =c) $USER DGN FILE ,:a) $REQUEST DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oca 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TI NG 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 14 105 ThJ State of Ca/fforn/r:1 or Its off!cers or agents shall not be responsible for the accuracyor completeness of e/ectronlc copies of this plan sheet. N I __J >--w w w:i: zv, --'w w :,: V) u >--0 «o :::; + 0, (X) « >--V> ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN CONTOUR GRADING SCALE: 1"=40' G-1 CU 00000 EA OA9701 0 0 ' 0 0 ' 0 0 • 0 >-w "' V, > 0 w w a: V, w :;: f-w -< a: 0 w f--< 0 • r r V, V, '->->-0'° "' w >-o 0 -<w C --'Z w "' :::,c, "' "CJ u-u --'"' w N -,:w r 0 uo u C, " " / "' C f-"CJ r 0 C, ~-C, V, / "' > w > "CJ 0 / ~ z 0. C, w V, C 0 w C 0 f-/ 0 0 -< u / " " 0 z 0 2 / >-<( -< >- f-"' -< 0 Ir a. V, z / <( "' .c >-a: ~ w 0 f-V, >-z w ..., ::, "" "->-"' "-<( 0 a. r ..., V, Q ::, CL "' <( z "' "' j 0 0 ~ "' ~ <( u "' ~ "' 0 0 ..., N >-'-<( "' >-It '-V, ,.., NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRIC OFFICE. I _J "' 0 N <--0 N N □-z ::, 0 Ill I >-IX 0 z >-h----~+-+-'--....:.;lLl w w wI zlll _jW w Il/l u >-O <!O ::;;+ "' co <! >-1/l ,,, ,__ I a:: t/1 ·······7•· TCE CITY R/W . \ \ ;; <1;1/Jllftl'l' RELATIVE BORDER SCALE IS IN INCHES JJ 2 USERNAME => $USER OGN F !LE => $REQUEST 0 I ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 24.8 1 S 105 Tro Stole of Coffforn!o or fts of"frcers orogenfs shall not be responsible for the accuracyor completeness of electron!c copies of tl)!s pion.sheet. Co/trans noN oos a web site! To f}e! to tte ColfrallS web site. l)O ta:. Mlp:I /www.tlrJfJ:xJl)r:N SCALE: 1 "=40' G-2 CU 00000 EA OA9701 • D >-w <D V, ;: D w w er V, w > >-w <( er D w >-<( D • I I V, V, '>->-om w "' >-o D C «w w "' --'Z "' u :Jc, u-u _JV, w 0 <(W I D uo u V V / w "' 0 C >-:,: 0 C, ~-;;; D / "' > w > u 0 / ~ z Q. '-" "' ;;; C 0 w L D >-/ D D <( u / V V 0 is 0 ;;; -< <( ->-0: <( 0 ~ c.. V, z / < 0: .c -"' ~ w 0 >-V, -z w = :,; ~ "--0: "-< 0 c.. I = V, C :,; 0.. 0 < "' z "' 0: j 0 0 ~ "' ~ < u "' ~ "' 0 0 = N -' < "' -t ' V, "" LEGEND: 0 DRAINAGE SYSTEM NO G) DRAINAGE UNIT NO xx.xx PROPOSED ELEVATION / GRADE (XX.XX) Exist ELEVATION / GRADE CAL TRANS R/W CITY OF NEWPORT BEACH R/W ABBREVIA T!ONS: AP ALTERNA Tl VE PIPE IN) NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY RCP REINFORCED Cone PIPE CONB CITY OF NEWPORT BEACH JS JUNCTION STRUCTURE 60 50 .. PkorfCi< b:1s~» '" • • 1,8" RtP rN P(ACE: .. •· ·5·0 . ,, .. ' ....... ' . , ·,• ,. . . . 60 \<:~:::~.\~' ~~~~!!!~~~~> ' •-~· •c;" '•, . sibE.~UT~E;-PER.~HhT '•,. ·---, -~·_.:_--,.--~\:~.--=~:. ·, :, Cong ' . _., . \, , " \ .... , ... , .. , ... _.,, .. , ..... , . A..._ -··"•L-1 A'ND ·SREET C-U. _ -~. -. --,, , Q ~\~l,l\~\%!:. ,, >' \; "'.'~. .. ,; ''''.~•-::::~~~~~.;;'.':"~~1r;, 1i"i; >di ~:_::::'12.: SA'C' PR~P-~~J • ·.\ •· •, \ ._, \~' . .;-•·: ,~,._t;,,>:/-· _,~ ~~'. · _/ . ,·>-~-, ·,LEx,,t :z'4,,, RCR •, •, \ . -\ "'· "-) ~\{t~ \\\ -~'\\\~-~:~:,,:e21 , ?*~v~:s , -'\ \·,s{ __ -----:::~ :---~ '.'s , -•• \ , , • • _ \"' , '-~~~--'=.-c,-c;c-~~: =--, , ,,_ i1;\~~>)~;;~f2··!~1,:~;~~Jl:s;~~~~e~j~~~~lil~,\.~'it,~r\n-~./;'.;.J. ./_fJ;;.~t 1 / ,$_.: -\<)i, \ 1.'l __,::::;;:_;-:---···-•:·x,,_, . .>,'-';;!!<,_ .,;-CTTY R✓w},,,,,,,, .. ,, -:.< ," •X \ , , ;; F :-,·:mr\T IN·1P,O..!lE ,;o, ~-~-•·· · -· ,~. "h;;~:--: . :-.,ft,,;:;:;~-::..'7:C-~-'!;~'~::~=::::::~,~-==~~::~f-'t{;z ·, \f~E~1W1¾1 tii~E1•,._.-•• ,~i-_L}{ J./fl--.,1,...L (;·/ __ ,,,·/\ 0~PROTECTE't ,-,?-'iP.,.,,·•.; .. ,,,,,;;;;<"''':(\ '.j/,f'. • 0'/,;;;,-)7•,,_7 ,{('if! /((~:,~, • X / >< , !NL,,.E,,t IN PxL:~~:~-~"~c,;:?-1·' c;;)~-~t~? ',' ·c•;-r·_,::j/', PR.! OTJ~.,_l_(//!.l/,1/ l.j .;_, !~; ' " , ___ •,, ~-1\ ,,_/ ,_, --y • 'JF[D, u\:,' le. ,1 ,,-\\ ··--... '-,••' RELATIVE BORDER SCALE JS IN INCHES D 2 3 USER NAME "> $USER DGN FILE =:)$REQUEST DIST COUNTY ROUTE POST MILES TOTAL PROJECT 12 Oca 73 24.8 3/09 ~R,~G~I ,-,-,~R~E~o-,-,-v-,-,-,-N-G_l_N_E_E_R PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 SHEET TOTAL NO, SHEETS 16 105 Tho! State of Co/fforn!o or Its officers oroQents shall not be responsible for the accuracyor completeness of electronic copies of this pion sheet. ROTECT X'i'sf 2 INLET IN PLACE 18.IL ............... . N I 0 f-w w w:i: ZVl -'w w :,: V1 u f-O «o ::;; + O'> 00 <( f- Vl DRAINAGE PLAN SCALE: 1 "=40" D-1 cu 00000 EA OA9701 X 0 >-w <D V, > 0 w w C: V, w :;: >--w « C: 0 w >--« 0 X I I V, V, '-.>->-o<D w <D >--o 0 C «w 0, -'Z w u =>o "' u-u N -'"' w 0 «w I 0 uo u V V / Q) 0, a C >--:c a ~ ~-0 V, / C: > w > u 0 / ~ z 0. (.'.) "' V, C a w I. 0 >--/ 0 0 « u / V V 0 z: 0 ~ :; I--< « I-->--"' « 0 ~ 0.. V> z / < "' .c I-- C: is w >--V, I--z: w '-'-' ::, :::& ~ I--"' ~ < 0 0.. I '-'-' V, Q ::, Q_ "' < z: "' "' i 0 0 ~ "' -' < u "" ~ "' 0 0 '-'-' N I--'-< "' I-- l!P '-V> ,., ' Cl "1 t- i a:: I.I;> -:~ Cl N z :::, 0 CD :,: I--a:: 0 z X ~ 0 N w ;a; _, N ' <D "i' "' N w ;a; _, "' ' ~ f-,,_,.,-~c:-i--t--~~= w 1=-~~cf'·-+ w w:i: zV> _J w \~-w :,: 1/) u 1--0 <l'.0 :;+ °' ro <l'. f- l/) Exist 24':' RCP PROTECT Exist INLETS IN ..PLACE·· -~,-~~<c;;~~~~~:~; , ... •····· ' -&0[~\l\~~4}:JE G2 ,:> :::t ~\ f\ '-.w J;_·_;J,;~TB/i:~~T.~?w· ->:~:, \~,,, ,,{'"\ , --~:; .--. ''""' ""'"'""''°' '", \"',,, ·.·.··,.:~. ~\,,_.) ',. ·----·-, ~'{;~~)-· ( ""--~~~ \\~,,\\\;·} '\ ~gric;t 'i.'tfiE~/ ~~--~-\ \::>:\~;::~;)t;) ' \;,(\ • ' " ,1/: ' . \, \, \ \_,', .. J,f/Y.i:/, , 'i.?-;\ \. .> .~-·.;.-- ·t..;, '*·· .,,,,,\\\: jJM~iJ!)l' // .-,,,,,,,.-, ,,,t{{,-y?" '. ,,, ·-::···\,J[ THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 USERNAME :) $USER DGN FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 17 105 The SfalrJ of Callforn!a or Its officers oragents s/Ja/1 not be responsible far the accuracy<Jr completeness or efectron!c copies of this p/ansheet. Ca/trans f10N ms c web site! Tc get to tie Ccltrcns web site, go t0; fif{J:l lwww.d(Jfm.l}(JI ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN DRAINAGE PLAN SCALE: 1 "=40' D-2 CU 00000 EA OA9701 0 0 ' 0 0 ' 0 0 X 0 >-w V> ,n -> C, w w "' V> -w > >-w .,: "' C, w >-.,: C, X I I V> V> '>->-c,ID w ,n C >-o C, "' «w w u -'Z =><.:> "' u-u 0 -'"' w 0 .,:w I C, uo u V V / ID "' 0 C >- 0 I "' I><-C, V> / "' > w > u 0 / ~ z a. "' "' vi C 0 w L C, >-/ C, 0 .,: u / V V 0 es 0 -;;; -<C .,: ->-"' .,: 0 Ir c.. V, :z / <C .c "' -"' ~ w 0 >-V> -:z w = :,; ~ "--"' "-<C 0 c.. I = V> c::, :,; ' a. 0 <C V -:z: "' "' j 0 0 ~ "' -_, <C u "' ~ "' 0 0 = N -' <C "' -It ' V, ,,,., CURB FACE_:\ FLOWLINE\ \ r-,s--,r ,---, ' I FLOW LOCATION OF CALLOUT FOR CURB INLET CURB INLET CALLOUT I I RELATIVE BORDER SCALE IS IN INCHES 3" Min-(Typ) 0 ' ' ' ' r6" OR TO THE BASE OF / ROADWAY PAVEMENT r---c;;cc---n,,L----c;,7 -·v-.:-v·r.q ._,.,_ ·.\· JrConc •~o• 0 • 0 ---~ {450-C-2000 OR EQUIVALENT) 1 ~"-PIPE DIAMETER PER 0 1 ORA I NAGE PLANS , " ,. ·°" --< •i l1" Min BEDDING MATERIAL Cone BACKFILL 2 ' 3 ' DGN FILE =>SREQUEST I USERNAME => $USER I DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 24.8 18 105 3/09/09,-=-~ CRCEGCI-S~T=c=R=EcD-c-,-v~,-,-Ec,-c-,-N=c=rn ---<i',..o• ~s lo,-,4 ," ' :::,'<-TRISHA C. "'{. !:! KEITH 'i ==c-c===--,-=~----11~. !No.C 62490 IE PLANS APPROVAL DATE f--C:CC.:,c.::;.:.:_c:.:.::c_e:c.c ____ __,,\{t xp,9-30-09 * I--CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TI NG 14725 ALTON PARKWAY IRVINE, CA 92618 T/Je State of Cotrfornro or Its offfcers or09ents shall not be responsible for the occurocyor completeness of electronic copies of this pion sheet. Co/Irons ro;; Iris o web site! To ,;et to tte Ca/tr Ms web site, go ta: lttp,//www.tJotm.t;rN ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN DRAINAGE DETAILS NO SCALE DD-1 I cu 00000 I EA OA9701 f-- 0 >-w al V, > 0 w w 0: V, w > >-w <{ 0: 0 w >-<{ 0 X I I V, V, '>->-C oal al "' w u >-o 0 «w -'Z w 0 :::J<.;> "' 0 u-u 0 _, V, w " <{W I V uo u V 0 :, / "' +->-I '-' -t<-:::, V> / 0: > w > u 0 / ~ z 0. '-' "' V> C 0 w L 0 >-/ 0 0 <{ u / V .,. 0 :z: 0 ~ ;;; t-< <{ t->-"' <{ a: ~ V, :z: / < "' .c t- 0: ~ w 0 >-V> t-:z: w ~ ::, "" u. t-"' u. < 0 a.. I ~ V> c:, ::, CL V < N :z: ,-. "' j 0 0 ~ "' _, < u "' ~ "' 0 0 ~ N t-' < "' t- dP ' V, "' NOTES: 1. LOCATIONS OF UTILITY FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. UTILITY OWNERSHIP ON THIS PROJECT: CABLE -COX COMMUNICATION (COX) ELECTRIC -SOUTHERN CALIFORNIA EDISON (SCE) NATURAL GAS -SOUTHERN CALIFORNIA GAS COMPANY SEWER -IRVINE RANCH WATER DISTRICT (IRWD) TELEPHONE -SBC TELEPHONE -AT&T WATER IRVINE RANCHWATER DISTRICT (IRWD) WATER METROPOLITAN WATER DISTRICT (MWD) WATER -MESA CONSOLIDATED WATER DISTRICT (MCWD) WATER -CITY OF NEWPORT BEACH (CONB) 3. CONTRACTOR SHALL NOTIFY RICK BICKER OR TIM HATCH AT MWD (714-577-5084) AT LEAST 2 WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VACINITY OF MWD FACILITIES. 4, CONTRACTOR SHALL NOTIFY ARLAN AVERYT AT SCE (714-796-9920) AT LEAST 2 WORKING DAYS PRIOR TO STARTING WORK ON THE STRUCTURE APPROACH SLAB 'TYPER' NEAR THE 12 KV HIGH VOLTAGE LINES. 5. THIS PLAN IS ACCURATE FOR UTILITIES ONLY. LEGEND __ ,._,__o,_ RELOCATE --FROM UTILITY # -XX mm # OF CONDUITS/DUCT -SIZE EA POTHOLE LOCATION (SCG) ARRRFVIAIIONS CATV CCTV CMLC COMM ELEC ETS HP !CV kv MCD PIP pp TV wvc HP CABLE TELEVISION CLOSED CIRCUIT TV CEMENT MORTAR FOR = COMMUNICATION ELECTRICAL ELECTROLYSIS TEST HIGH PRESSURE IRRIGATION CONTROL KILOVOLTS MULTI-CELL DUCT = PROTECT IN PLACE POWER POLE CABLE TELEVISION WATER VALVE COVER HIGH PRESSURE SCG (GAS) POTHOLE INFORMATION: LINING & COATING ST A TION VALVE # 0 0 RELATIVE BORDER SCALE IS IN INCHES "'J" STATION 186+16.21 187+12.44 OFFSET Elev Lt Lt 69. 70' 46.22' 66.85' 47 .16' AIR VACUUM VALVE PIP PROPG'SED CITY 0 MWD 36" WATER USERNAME :: > SU SER OGN FILE =)$REQUEST DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oca 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 19 105 The Srate of Calffornra or Its officers ora9ents shall not be responsible for the accurocyor completeness of electronrc cop/es of this plan sheet. CallrallS rCH tris a web sllel To <}el to tte Ca/trans web site. go t0: ti/pd /w.vw.dafJXJIJ(H n l"-i : ' ' . ,-. 0 N SCI 2-5" CONDUIT in: kV, PIP T k-~" 'DUCTS PP, PIP ◊ ~-~--.... L .. - ----- SEE ELECTR PLANS n t-- I 0: l/) a 2: ::::i 0 aJ :r: f- ::::i 0 l/) V 0 N "' 0 N N I ::::, t-w w w:r: zv, -'W w :r: l/l u >-o «o :::;;+ er, a:> <{ t- l/l ALL DIMENSIONS ARE FEET UNLESS OTHERWISE IN SHOWN UTILITY SCALE: 1 "=40' U-1 CU 00000 EA OA9701 0 0 ' 0 0 ' 0 0 X 0 >-w a, V, > 0 w w 0: V, w > >-w <( 0: 0 w >-<( 0 X I I V, V, '>->-C o<D a, O> w 1J >-o D «w w N -'Z 0 :::l<.0 "' 0 u-u 0 -'"' w " <(W I " uo u " 0 :, / ;,, +- >-I I :J "' ..,_ :::, V> / a: I--> w w > 1J 0 w / w I ~ z C, ~ z V) "' C V> 0 w .....J w '-0 w >-/ I V) D u D <( I--0 u <{ 0 / " ::;,;; + <Y> " 00 0 :z: 0 2 ;:; -<{ ... <( -I-->-"' V) <( 0 ii' 0.. V, :z: / ... "' ,:: -a: w ~ >-V> -:z: w Lu ::, ::E u. -u. "' 0 ... \' 0.. I Lu V, C ::, a. "' :': " :z: e-"' • 0 0 ::: "' --' ... u "' ~ "' 0 0 Lu N -' < "' -di ' V, "' NOTE: 1. LOCATIONS OF UTILITY FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. "' 0 N i; ' "1 ' 1i r---l' I ' I 0:: si::G ' V) ,, l: V, GAS z 0 (44 <( z -' C/-:J ~ -' CAL TR.O,NS <( u ;,: I I-->-h 5;• u 0:: CQNB STEEL, w 0 WATER[ L[1NE ' ~ ,z w I" : w w vy 'I.P N w i': -' N /V) ' :, ; r--; " " 0 I N Ni Q'. \/ V) w 0 z z _J; :J N 0 ' CD a,, 1' :i: I-- Q'. "' 0 0 ,/ z RELATIVE BORDER SCALE IS IN INCHES 0 2 USERNAME "> $USER OGN FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL Tl NG 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 20 105 The State of Ca!lfornfrJ or !ts offlr::ers or agents shall not be responsible for the accuraeyor completeness of elecfronlc copies of this plonsmet. Ca/Irons fCN h:Js a web slffJ! Tc get lo tt-e Ccilrcns web site, I)() to, /tlfJ:.//www.dot.cc.fJ(H ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN UTILITY SCALE: 1"=40' U-2 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 • 0 >-w "' "' -> 0 w w a: "' -w > ,_ w <( a: 0 w ,_ <( 0 • :I: :I: "' "' ,>->-o<n w "' >-o 0 <tw --'Z w C ::>L'.) "' o> u-u ~ --'"' w <tW :I: uo u 0 :I: ,_ V V / ID ,_ o> :I: 0 L'.) -><-"' "' / 0: > w > u 0 / ~ z Q. <.:> w "' C 0 w L C, ,_ / 0 0 <( u / V V 0 is 0 / -... <( -,_ "' <( 0 Ir a.. V, z / ... .c "' -a: ~ w 0 ,_ "' -z w w :,; "' w. -"' w. ... 0 a.. :I: w "' C, :,; ' 0. "' :': N z "' "' i 0 0 ~ ,,, -..., ... u "' ~ "' 0 0 w N -..._ ... "" -It ..._ V, "' I GENERAL NOTES (ALL STAGES): 1 ALL CONFLICTING SIGNING AND PAVEMENT DELINEATION SHALL BE REMOVED PRIOR TO STARTING WORK ON EACH STAGE. 2 ALL STAGE CONSTRUCTION STRIPING AND MARKINGS SHALL BE PAINT (2 COATS). TEMPORARY TAPE SHALL NOT BE USED. 3 4 5 6 7 8 9 10 11 12 LANE WIDTHS SHALL BE 11 ft MINIMUM UNLESS OTHERWISE NOTED. A MINIMUM CLEARANCE OF 1 ft SHALL BE PROVIDED BETWEEN EXISTING OR TEMPORARY EDGE OF TRAVEL WAY AND TEMPORARY RAILING (TYPE K) UNLESS OTHERWISE NOTED. MESSAGES ON PORTABLE CHANGEABLE MESSAGE SIGNS SHALL BE DETERMINED BY THE FIELD ENGINEER. THE DESCRIPTIVE TERM "JOIN" WHEN USED ON THE PLANS, REFERS TO THE JOINING OF STAGE CONSTRUCTION STRIPING OR TEMPORARY RAILING (TYPE K) WITH EXISTING, ULTIMATE, OR PREVIOUS STAGE CONSTRUCTION DELINEATION UNLESS OTHERWISE NOTED. INSTALL TEMPORARY CRASH CUSHIONS AT LOCATIONS AS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. FOR ADDITIONAL CONSTRUCTION AREA SIGNS AND DETAILS, SEE CS-SHEETS. EXISTING TRAFFIC SIGNALS, RAMP METERING SYSTEMS, AND LIGHTING SYSTEMS SHALL BE MAINTAINED DURING CONSTRUCTION. TEMPORARY CONNECTIONS BETWEEN NEW AND EXISTING SYSTEMS MAY BE REQUIRED. SEE LIGHTING AND SIGN ILLUMINATION PLANS FOR FINAL LIGHTING. TEMPORARY TRAFFIC SIGNAL MODIFICATIONS SHALL BE APPROVED BY THE ENGINEER IN THE FIELD. THE CONTRACTOR SHALL RETURN ALL TRAFFIC STRIPING ON THE SR-73, RAMP MB-2 AND RAMP J-2 TO ITS ORIGINAL CONDITION, INCLUDING ADDING TYPE C REFLECTORS, AFTER THE TEMPORARY STRIPING PLACED IN STAGE 1 IS REMOVED AT THE CONCLUSION OF CONSTRUCTION. SEE STRIPING PLAN SHEETS PD-3 TO PD-4. CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES DURING CONSTRUCTION I I LEGEND: I IEXISTING ROADBED OR ROADBED ~---~ CONSTRUCTED IN PREVIOUS STAGE w-1//J CONSTRUCTION AREA THIS STAGE ~ TEMPORARY PAVEMENT (XX' AC) DIRECTION OF TRAVEL =====TEMPORARY RAILING (TYPE K) WITH GAWK SCREEN AND SCUPPERS =GIil TEMPORARY CRASH CUSHION MODULE, ARRAY PER PLAN I • TEMPORARY 8' CHAIN LINK FENCE WITH SCREENING CHANNELIZER (SURFACE MOUNTED) i ++ CONSTRUCTION SIGN (1 POST) TYPE II BARRICADE (WITH SIGN AS NOTED) EXISTING TO REMAIN PAVEMENT MARKING AS NOTED (PAINT 2-COATS) 2 ft t. l I DIST COUNTY ROUTE 12 Ora 73 POST MILES TOTAL PROJECT 24.8 3/09/09 - 21 I 105 -----------'i\oFE.S.>10 REGISTERED CIVIL ENGINEER ~~? ~4( ,_,<"t' MARK J, '\- /;; ESPOSITO ".:. g~o .. ~6~••~2~,_11 E '"c_J_T_Y_O_F_NE_W_P_O_R_T_B_E_A_C_H_-1, {I xp, 913011 o * .,_ 3300 NEWPORT BOULEVARD J"-'1'7e -""'"" PLANS APPROVAL DATE NEWPORT BEACH, CA 92663 OF CALlfU''~ RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 The Stote of Co/lforn!a or Its officers DrOQents shall not be responsible for the occurocyor completeness of electron!c copies of this plansheet. Cottrons fOH h:Js a web sile/ To r)ef to tt-e Co/trans web site. go /o, tttp,/ lwwwliotm.l}(N 2 ft 12" WIDE WHITE CROSSWALK LINES 12" WIDE WHITE LIMIT LINE LT ETW - /I -RT ETW IT) (12') 12' IPCMS! [ill] PAVEMENT DELINEATION (PD) DETAIL NUMBER PER CALTRANS STANDARD PLANS (PAINT 2-COATS) THERMOPLASTIC STRIPE OR MARKING ANGLE POINT CHANGE OF PAVEMENT DELINEATION DETAIL EXISTING LANE DIMENSION TEMPORARY LANE DIMENSION REMOVE CONFLICTING PAVEMENT DELINEATON PORTABLE CHANGEABLE MESSAGE SIGN FLASHING ARROW SIGN BOARD (FAS) THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 I ' ' 2 ' 3 ' DGN FILE '=)$REQUEST I USERNAME -> $USER CHANNELIZER ASPHAL TIC'\_ PADS "-. FINISHED SURFACE I CHANNELIZER (SURFACE MOUNTED) TYPICAL LEFT AND RIGHT SHOULDER INSTALLATION NO SCALE TRAFFIC HANDLING PLAN (DETAILS, NOTES, & LEGENDS> NO SCALE TH-1 I cu 00000 I EA OA9701 X a >-w "' V, > a w w "' V, w > >-w <( G20-2 "' a w >-<( a E X I I V, V, ,>->-am w "' >-a a «w --'Z w C :::>c:, "' "' u-u " --'"' w <(W I N ua u 0 I >-.,. .,. / ID >-"' :,: 0 "' ---;;; V, / "' > w > " 0 / ~ z a. "' w ;;; C 0 w L a >-/ a a <( u / .,. .,. 0 ~ 0 :;; -.. <( ->-c,: <( 0 §'. a.. V, :z: / .. .c c,: -n: ~ w 0 >-V, -:z: w = ::, '"' "--c,: "-.. 0 a.. I = V, Q ::, a_ ~ .. .,. :z: "' ~ i 0 ~ "' -' .. u '" ~ "' 0 0 = N -'-.. '" -• '-V, "' (ib') _··Ti2T . -m,-T -{T2T /ia·r "SR-73" 1203+48 Temp CRASH CUSHION MODULE ARRAY 'TU21 Beg Temp RAILING (TYPE K) "SR-73" 1 201 +50 MATCH Exist "SR-73" 1 203+27 ..... -·--- 25' SPACING 1203 •·-· ·--•··-------. 1:: /./ ~j' TYPE {CA) 10:1 ---''SR-73" 1205+00 'Beg·-Temp RAILING (TYPE K) - __ .. ---25 SP.A --~---·· .-·'"11-J."~~2,r .. "i' BC JQ-IN R=1500' .'' 0 N 25A R=175' "J-2" 203+49,41 EC 16,98 RT "MB-2" 203+73,29 EC 5,29 RT "J-2" 204+21 TYPE P {CA) Temp CRASH CUSHION MODULE ARRAY 'TS14' Beg Temp RAILING {TYPE K) 66t "' '" 193 "SR-73" 38 i ! a <( 0 "' uJ. 'LI.I' Sa::' 0 "' ·"° ~ !JvJ , THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY, RELATIVE BORDER SCALE IS IN JNCHES 0 3 GB5{CA) 1 3,.,;EE BELO 1 "J-2" 207+34 0 0 + 00 0 N :,: u t-<! ::; END Temp RAILING (TYPE K) 110 • 'B,1'-LINE BRISTOL STREET NORT~ E DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oca 73 REGISTERED ClVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24,8 22 105 The State of Calffamra or Its aff!cers or agents shall not be responsible for the acC<.Jrocyor completeness or elec.tronlc copies of tl)!s plan sheet. Ca/trans nr,.v trJs a web siteJ To get to It£ Ca/Irons web site, go to, /ti{):/ /www.tJotm.tJ(H FOR SECTION A-A SEE SHEET TH-3 G85{CA) 12'x80" University Dr 10" 13,3/10 1 O" 13,3/10 6, 7" W61B 44"x20"--t---[ QNL y] 1f 20" USERNAME "'> $USER DGN FILE "'>$REQUEST 6. 7" ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN STAGE 1 SCALE: 1"=40' TH-2 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 C, >-w "' V, > C, w w er V, w > >-w <( er C, w >-<( C, X :c :c V, V, ,,. >-c,Ol w "' >-c, C, «w -'Z w C :::>L'.) "' o> u-u "CJ _,v, w <(W :c "' UD u 0 :c >-.,. .,. / Q) >-o> :c 0 L'.) ..,_ V, "' / cr > w > "CJ 0 / ~ z 0. L'.) "' ;;; C 0 w L C, >-/ D C, <( u / .,. .,. 0 :z 0 :! ;:; -... <( ->-"" <( 0 Ir a. V, :z / ... "" ..c. -Jr ~ '" J-~ -:z .., :::& "--"" "-... 0 a. :c .., V, Q ~ t ... :z "" I 0 ~ ~ ..... ~ ... :, u "' ~ "' 0 0 .., N -' ... "' -df '-V, "' ------------- ···.,, '''190 -,> ... j ---------------------- BRISTOL STREET 189 "BZ'i LINE I "SR-73" 1208+00 Beg Trans ~==rrrTTTT"fTTFn\n-m.rmTTCTTTr.l,~S;i;:R-73" 1 209+80 TYPE P (CA) Temp CRASH CUSHION MODULE ARRAY 'TS14' END Temp RAILING (TYPE K) 25' SPACING G85(CA) @ STA "SR-73" SEE BELOW = 1219+20\ j DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 24.8 3/09 ----------REGISTERED C!VIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 23 105 The State of Col/rom!o or Its affrcers orogents shall nat De responsible for the occurncyor completeness of electronic copies of this planst,::ct. Ca/trans OON tns o web slle!To rJd to th! Ca/trans web s//r;, go to, ttt,r.l /www.doftxJl}(N <= SOUTHBOUND 5FF73 :,: u 1-Var <t ::. "SR-73" 1209+80 Temp CRASH CUSHION MODULE ARRAY 'TS14' END Temp RAILING (TYPE K) =- = ffo'T U .. 2'L .U ?'J. (12') Var Var "SR-73" 1211+14 JOIN "SR-73" 1210+50 END Trans MATCH Exist "SR-73" LINE I = = (12') r ' "SR-73" 1214+40 JOIN FALSEWORK TRAFFIC OPENING I FALSEWORK TRAFFIC OPENING FALSEWORK TRAFFIC OPENING ,--------------------------7 ,----------------------7 ,--------------, 1216 G83(CA) 13'x80" MacArthur Blvd 1 MILE 10" 13.3/10 10" 13.3/10 10" 13.3/10 10" :;} : Aux SB SR-73 ~ I i I ~ NB SR-73 : ii : RAMP RAMP : Vl r·r ,,,, "" ,,., ·1~~·r•'1 , , 1 ·:•" il~1,ri -~, r:1 't r~r r: _t ____________ -4 1 ---•-r. --½----------JLj--1\_ -------4(_ SLOPE Temp RAILING Temp RAILING Temp RAILING ~ Temp RAILING Temp RAILING (TYPE K) (TYPE K) (TYPE K) (TYPE K) (TYPE K) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN SECTION A-A FOR LOCATION OF SECTION A-A, SEE SHEET TH-2 THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 USERNAME =>$USER DGN FILE => SREOUEST TRAFFIC cu 00000 HANDLING STAGE 1 SCALE: 1"=40' EA OA9701 PLAN TH-3 0 0 ' 0 0 ' 0 0 0 >-w <D V> > 0 w w 0: V> w > >-w < 0: 0 w >-< 0 ' I I V> V> '->->-o<D w <D >-o D <w -'Z w C :::><.:> " "' u-u u _,v, w <W I " uo u 0 I >- " " / w I-"' :c 0 <.:> ---V> <I> / 0: > w > u 0 / ~ z 0. <.:> ~ <I> C 0 w C 0 >-/ D D < u / " " 0 :z 0 0 ;; f-< < f->-"' < 0 if 0.. V, :z / < "' .c f- 0: ~ w 0 I-V> f-:z w ..... ::, :::, "-f-"' "-< 0 0.. I ..... V> C, ::, 0. "' 0 < :z 0 "' j 0 ~ "' ~ < u "' ~ "' 0 0 ..... N f-'-< "' f-It '-V, ,,, / PORTABLE CHANGEABLE MESSAGE SIGN (PCMS): JAMBOREE ROAD CONSTRUCTION MONTH, YEAR THRU MONTH, YEAR SCREEN 1* USE ALTERNATE ROUTE SCREEN *CONTRACTOR AS DIRECTED SHALL SET PCMS TO BY FIELD ENGINEER MESSAGE PCMS TOTAL 6 EACH ,'/ :c f- ::J 0 ti) f-w w a:: f- t/) ...J 0 f- t/) a:: <D :. , r l,f ' ' ' ' r 187 JA~BOREE ROAD ,'? '~/ ' ·-., f, ,; it i r: n ! L ... THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. RELATJVE BORDER SCALE IS IN INCHES 0 2 USERNAME = > $USER DGN F /LE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL Ti NG 14725 ALTON PARKWAY IRVINE, CA 92618 24,8 24 105 The State of Col!fornfo or fts officers or agents slla/f not be responsible for the accuracy or completeness of electron/,;; copies of this plan sl'leet. Ca/trans noN ms a web sllc! To qeJ to tte Ca/trans web sJ/e. fJO to, ltl!)://wwwliol.ccl)(}I ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN STAGE 1 SCALE: 1 "=40' TH-4 CU 00000 EA OA9701 0 0 ' 0 0 ' 0 0 X X C en u "' 0 I >-.,. .,. / " en 0 -b<-VI / > u / ~ 0. "' C 0 L >-/ 0 0 <( u / .,. .,. 0 0 ;; <( >-<( :l'. / .c "' w >-VI w ::; u. u. 0 I VI ::; a. .,. "' 0 "' "' "' 0 N ' "' ' "' 0 >-w a, Vl ;: 0 w w "' Vl w > >-w <( "' 0 w >-<( 0 I I Vl Vl '>->-om w a, >-o 0 «w -'Z w =>o "' u-u _,v, w <(W I uo u >-I c., VI "' w > 0 z c., VI w Cl :z 0 -... -er 0 c.. V, :z ... er -~ 0 -:z = :::,; -er ... c.. = c:, ... :z er i 0 ~ ---' ... u ~ 0 = -... -di V, NOTE: 1. DURING STAGE 2, THE CONTRACTOR SHALL PINN DOWN the Temp RAILING (TYPE K) R2-1(50) R28(S)(CA) E E E BUS STOP ·'c"l·"""::"':-_-, -----o=:-::".c;c·--='-='°l'-:"::..:~~--:-,·~ -·······;,,: E G28-2(73)(CA) M3-1 R28(S)(CA) M5-1 (Lt) R28(S)(CA) G77-4(73)(CA) z: 0 "' ,._ I ct: 1/) Q) 1/) r<1 i'-- 1 a:: I/) a z ::::, 0 co I . >-. a:: 0 z , )~ ,Ali ING' ,- 0 N ! : a'. i : 14" ••• (12') d.+32 etnp RAIL N ( yp~ K) T mp1i CR. ASH',. • A RAY 'T$14:' ( 1l:',~l -+-~---8 12 <:= <:= <:= 190 ··· ········ ~--e----~rirrf p ·J "' J•-· • I ct: 1/) Q ,z:, •::::,• 0 co ::r: f--,::::, , O' 1/)' N 0 N "' 0 N N 0 N E THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. RELATIVE BORDER SCALE IS IN INCHES D "' 0 w z B1" 111 +08 ND Temp RAILING TYPE K) emp CRASH CUSHION RRAY 'TS14' R81 (CA) R28(S)(CA) -l(L 10-110 -3a R61-3(CA) E DIST COUNTY ROUTE POST M!LES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 24.8 3/09 "R,-c-,-S-TE_R_E_D_C _I v-,-,-,-N-G_I_N_EE-R PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TI NG 14725 ALTON PARKWAY IRVINE, CA 92618 25 105 Tm State of Calfromfo or !ts officers oror;ents silo/I not be responsible for the occurocyor compleleness of electronrc copfes of this pion sheet . E Ca/trans mN /rJs a web sllc! To /)CJ to tfe Col/rans web site, go to, ltlp,//www.dotmlJ(N M4-8 G28-2(73)(CA) M3-1 M6-1 (Rt) G8-1 (BRISTOL N.)(CA) E R3-7 R28(S)(CA) E --------, W20 1 R2-1 (50) >--cf-----5•0 ILQ_' -~1<"-+5-b--\-·-~~OL~_•-~+_-~------1~--~~--. ·--~?~~;~~-~--~,--• 4') ~--,/o (fi') ___ ""9= ~-... __ -: ··-·--~--_ LU __ ') <;?.? 1 ~ 1 ( 1 2 ') ----· 1_~_2_ ... :::::=. .... ~==_,1_,~J ___ --------------· _ ..... (12') (11'1 (11_'.) (14') ""S? --~ 9;;~ .c-,,:•c=cc;,·'''s~''=c,~~--~',_=_ ~'=:c.--~==···s::-:="--c=··-=· ==: ___ ',:--__ ::::=.={ ... • .... ,:;;occ- .'.. (tz') G85-3(73 NORTH)(CA) (1_2') (19') G92(TOLL ROAD)(CA) G28-2(73)(CA) E ~=+=\:? E W1-15(15) M3-1 M6-2 USERNAME = > $USER DGN FILE=> $REQUEST W9-g· "' "' ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN STAGE 2 SCALE: 1 "=40' TH-5 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 X X C "' u u, 0 I ,_ V " / w "' 0 -1<-V, / > u / ~ 0. "' C 0 ~ ,_ / 0 0 <( u / V " 0 0 ;; <( ,_ <( ~ / .c 0: w ,_ V, w ::, "-"-0 :c V, ::, 0. ,__ "' "' "' "' "' 0 N ---m ---"' 0 >-w CD V, > 0 w w 0: V, w > ,_ w <( 0: 0 w ,_ <( 0 I I V, V, --->->-oCD w CD >--0 0 «w ---'Z w :::,e, "' u-u __,v, w <(W I uo u ,_ :c (.'.) ;;; 0: w > 0 z (.'.) V, w 0 z ~ -<C -"' 0 a. V, z ..., "' -~ 0 -z Lu "' -"' ..., a. Lu c:, ..., z "' i 0 ~ ..., <C u ~ 0 Lu -..., -di V, CITY NO PARKING SIGN R28(S}(CA) COVER ARROW BUS STOP E E k j Bristol St J-c:::_--,,.,.1 Jamboree Rd @ NORTH l~ sou:;;-V .71 1 _~0RTH_~-~-~-~~C~---~-~~-~ I E G77-4(73}(CA) "' "' " C30( CA) <>= <>= _1_8_8_ "'..: .:,;· =- -=- -E R26(S) R9-3a l'--'-;-+i----c'{CA) 14' 0 N "' 0 N (12') (12') __ {_6_'. -- 12 (12') (12') o (12·T ~ (ET .w~ R26(S (qA) -_ . 1R2.~(S'}(CA)i R6-1 (L J/: ; R6-1 (R{f"f --;,/•. i _! ! G92(TOLL ROAD)(CA)i G28-2(73}(CA) /:>-Jf - M3-3 '< -=• M6-2 : ti/ _c:,; I') ,-.. ' a:: t/) /! 'ii' ,-.. ' a:: V) #~,,,=#=--/ E a 2:' ::, /i ·o' 2: ::, 0 ID =r 1--- 0:: 0- 2: ,-.. ' a:: t/) ID t/) THIS PLAN RELATIVE BORDER SCALE IS IN INCHES 0 ID =r 1---::, 0 t/) "' 0 N ACCURATE FOR TRAFFIC HANDLING ONLY, 0 USERNAME =)$USER OGN F!LE =)$REQUEST G20-2 C)'J E "' 0 DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 24.8 3/0 ----------REG l STER ED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 26 105 Tro State of Col!fornlo or !ts officers orogents shall not be responsible for the accuracyor completeness of electronic copies of this pion shoot. cditrans noN h:Js c web s/llJ! To gel to th£: Co/troll$ web site, go t0: fttp,l lwww.dotuu;o, G85-3(73 NOR (CA) PEDESTRIAN "" f-- Vl ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN STAGE 3 SCALE: 1 "=40' TH-6 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 ' 0 >-w <D V, ;: 0 w w er V, w :;: >-w .., er 0 w >-.., 0 ' :c :c V, V, ,>->-om <D w >-o 0 «w ~z w C =><., " en u-u " ~v, w <iW :c e--uo u 0 :c >-" " / Q) >-en :,: 0 "' -b<-V, V, / er > w > " 0 / • z Q. "' "' V, C 0 w L 0 >-/ 0 0 .., u / " " 0 2 0 :;; -< .., ->-"' .., 0 :r 0.. V, :z / < .c "' -ct: ~ w 0 >-V, -:z w ..... ::, "' u. -"' u. < 0 0.. :c ..... V, Q ::, a. "' == 0 :z '" "' j 0 ~ "' ~ ""' u '" is "' 0 ..... N -'-< '" -It '-V, "' "" ,_ V> E M4-8 G28-2(73}(CA) M3-1 M6-1(Rt) G8-1 (BRISTOL N.}(CA) TYPE I I BARRICADE WITH C30(CA) SIGN TEMPORARY PEDESTRIAN WALKWAY :~-:=::_~:--- (12') =- (]2') =- (19') =- R3-7 R28(S}(CA) R2-1 (50) R28(S}(CA) 25' SPACING E W4-7 R FAS Rl-2 E ONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN WALKWAY "J" 197+43 END R4-7 OMl-3 R26(CA) E ,,a ':i E R26(EB}(CA) THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY, RELATIVE BORDER SCALE IS IN INCHES 0 2 3 USERNAME a:) SUSER DGN FILE ,:,)SREOUEST DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS Oro 73 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 27 105 The State of Col/forn!o or !ts off leers orogents sholf not l>e resf)<Jns!ble for tha occurocyor completeness of electron!r;; copies of this pion sheet. Ccltrcns f'l(J{{ /las c web slle! Tc (Jet to the CcttraflS web site. go la: tltpd /www.dot1XJ,go, G66(1RVINE CITY HALL}(CA) E G66(POLICE FACILITY}(CA) R3-7 R28(S}(CA) E 2_ 4 M4-5 G28-2(73}(CA) TOLL ROAD SIGN M6-t(Lt) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN STAGE 3 SCALE: 1"=40' TH-7 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 X C O> " ,,; 0 I >-.,. .,. / w O> 0 .,,_ V) / > " / ~ 0. <n C 0 ~ >-/ 0 0 « u / .,. .,. 0 0 ;;; « >-« ~ / .c a: w >-V) w :,; "-"-0 I V) :,; a. .,. '" .,., '" "' 0 N ' '" ' "' 0 >-w "' V) > 0 w w a: V) w > >-w « a: 0 w >-« 0 I I V) V) '>->-"'"' w "' >-o 0 «w --'Z w ::le, " u-u --.,v, w <{W I uo u >-I ,e V> a: w > 0 z <.? V) w 0 z 2 -< -<r 0 0.. "' z < <r -~ 0 -:z .... ::E -<r < 0.. .... C < z <r i 0 == __, < u ~ 0 .... -< -di "' W3-1 R28(S)(CA) COVER ARROW "J" 180+75 Beg TAPER T ARY P AN WALKWAY CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN WALKWAY 25' SPACING "J" 181+75 END TAPER W20-1~ I ' ~ Beg TAPER I CLOSE LANE BY USE OF CALTRANS STANDARD PLAN DURING OFF-PEAK HOURS T11 TYPE II BARRICADE AT 100' SPACING (Typ) C30(CA C30(CA) "B2" 191+09 END TAPER 25' SPACING C30(CA) 1 O' SPACING • W20-1 "' '" 187 "' 1r-;-1 0:: Vl 0 z :::, 0 CO\ I 1-:::, :~ '" 0 N a, 0 N • .,., 0 N THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 USERNAME => $USER DGN FILE => $REQUEST 4 !i • l'- 0 N E DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 REGISTERED CJVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24,8 28 105 The Stote of Col!fornro or Its officers orogents shall not be responsible for too accurocyor completeness of electronrc copies of this plan sheet. Cal/rans ,cu trJs a web site! To get to the Cal/rans web site. go ta: ltfp,//wwwliotiXJ.l}r:N G20-2 E TYPE IV(Rt) (Typ) FROM STAGE OM STAGE 2 1 O' SPACING \": 38 350' YPE /r BAR T:10q'_ SPA .J QJ ' --, .. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN STAGE 4 SCALE: 1"=40' TH-8 cu 00000 EA OA9701 "' I I I- "" 1- Vl 0 0 ' 0 0 ' 0 0 ' 0 >-w aJ V, > 0 w w a: V, w ;: f-w <( a: 0 w f- <( 0 I I V, V, '->->-om aJ w >-o 0 «w --'Z w C :::,c, "' "' u-u "CJ _JV, w <(W I "' uo u 0 I f- " " / "' f-"' :,: 0 '-' -><-ui V, / "' > w > "CJ 0 / ~ z Q. '-' "' ui C 0 w L 0 f-/ 0 0 <( u / " " 0 z: ;; :: ;:; -< <( -f-"' <( 0 ~ 0.. V, z: / < "' .c -a: ~ w 0 f- V, -z: w ""' :,; ::,; "--"' "-< 0 0.. I ""' V, c:, :,; Cl. 0 < N z: "' "' j 0 ~ "' ~ < u "' ::s "' 0 ""' N -'-< "' -II '-V, "' R61 (CA)(MOD) r r ONL vi ONLY 30"X24" r r ONLY ONLY R61 (CA)(MOD) G85-3(73 NORTH) E (CA) 25' SPACING W9-~ "J" 194+75 R4-7 OM1-3 "J" 198+54 JOIN E E THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. RELATIVE BORDER SCALE IS !N INCHES 0 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 24.8 29 105 REGISTERED CIVIL ENGINEER G8-22(JAMBOREE RD)(CA' .<; / ",," PLANS APPROVAL DATE // /:,'~ ~:c..:::::.:..:::.:..c:::..c=-..s"'-'-"-------\1 , CITY OF NEWPORT BEACH / /" / 3300 NEWPORT BOULEVARD R3 7 ~ / // LN~E~W':!P'.:O~R:,:T~B_':E~A'.:_CH~, ~C~A~92~6~6~3:.._ _ _:'.'.:§~~=--__j R2~(CA) E / )/ RBF CONSULTING / fr 14725 ALTON PARKWAY / ,/ J';'·i-:,.IR_:V_:l_:N::,E:,_, _c_A__:_9::,26,:,__1 8------------j /, ,-/ / ,,f✓ The State of Callfomla or fts officers oragents sh:Jllnotbe responsible ~ ~. for the accurocyar completeness of e/ecfronlc copies of this plan shoot. RECLAIMED WATER SIGN E / 7 ,, / '---'✓' /· E R26(EB)(CA) USERNAME :=) $USER DGN FILE :=)$REQUEST R3-7 R28(S)(CA) E M4-5 G28-2(73)(CA) TOLL ROAD SIGN M6-1(Lt) G66(1RVINE CITY HALL)(CA) E G66(POLICE FACILITY)(CA) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TRAFFIC cu 00000 HANDLING STAGE 4 SCALE: 1 "=40' EA OA9701 PLAN TH-9 0 0 ' 0 0 ' 0 0 X D >-w '° V, > D w w 0: V, TYPE w > >-WITH w <t 0: D w >-<t D X I I V, V, '->->-occ C w '° O> >-o D " <tw -'Z w > =>o "' Q) u-u L -'"' w ' <tW I 0 uo u I >-.,. .,. / Q) >-O> I 0 "' .,,_ ;;; V, / 0: > w > " 0 / • z Q. "' W20-1 "' ;;; C 0 w L 0 >-/ 0 D <t u / .,. .,. 0 is 0 :;: -< <t ->-"' <t 0 ii' c.. V, :z / < .c "' -0: ~ w 0 >-V, -:z w = ::, ~ "--"' "-< 0 c.. I = V, Q ::, a_ '" < N :z '" g§ j ~ "' ..., < u '" ~ <> 0 ii 0 = N -'-< '" -t '-V, "' Dl 1-1 M6-4 GB-7!CA) Ill BARRICADE C30(CA) SIGN E ,, ~ ' !.' .\ \~J E "THRU TRAFFIC ONLY" & ARROW "J" 1 76+37 END TAPER R • t-,)'c \> -, ------------ 25' SPACING W4-1 (MOD) "J" 178+66 JOIN --------- -------- k -BristolS-1 -t-:::_--,,,,,-1 Jamboree Rd li-@NoRTH l'@soun, V 77 I-NORTH~_--,,._,,,-__ ,,,,., ___ "+:J,,,,., ___ '+:Ji_'±.. ~-7 I COVER ARROW :f +f!Jamboree Rd 1+f'@ SOUTH7r [1----r F11Jamboree Rd r r 71 r2-"~'--_!'ORTH _ _L d ___ ILQl!Lv} _ -----i_o_m,rL _souTH_ Jit!tvJ:-:' l I E TYPE ----- THRU TRAFFIC CENTER LANE W4-1o(MOD) 36"x36" I , ' 1: I F :f ! I ONLY"! I : ,; I ! : l; I I 5C BLACK LETTERS ON ORANGE BACKGROUND h,J' o. 1-: l/): TYPE !!(Rt) "" r-- 'I 0:: (/) 0 z ':::::> 0 a:, :r: Vll(Rt)~ 0 :Vl N ACCURATE FOR TRAFFIC HANDLING ONLY, ,,;;, ············------•-.... RELATIVE BORDER SCALE IS IN INCHES 2 USERNAME => $USER DGN FILE => illREOUEST Bl; RE-OPE c~ ~~AB Con • • DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 24,8 30 105 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 The State of Collfornfo or rts offfcers or agents silo!/ not De responsible for the occuracyor completensss of electronrc copies of this pion sheet. Co/frans OOH l'tJs o w sile!To get to tte CollrrJns web site, go to, tltpd /www.dofmlJ(N i' l! STOP Vll(Rt) 9 ' :r: f- f--• w wW z :r: -Vl 192 -l /1-.:.,"'-·-:--=-i __ ''-c,.,. ___ :.:..:.: ..... , "'""""'"' --------·"""'"' W cc,al).5=-~ln=N@R-TH-, cc-,·, i5 ~ _____ ' .... ~-'".LCAt ', ... '::, .. -E--• ~o =<> :;; ,,,, + N -jf en <{ f--(/) 25' SPACING TYPE IV(Rt) ' !3(CA) ~~~30 TYPE 11 (Rt) ARROW (Typ) G92(TOLL ROAD)(CA) G28-2(73)(CA) M3-1 M6-2 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN STAGE 5 SCALE: 1"=40' TH-10 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 ' ' C "' " > ID L ' :i: r .,. .,. / ID "' 0 -><-V> / > " / ~ 0. "' C 0 L r / 0 0 .. u / .,. .,. 0 0 ;;; .. r .. ~ / .c 0: w r V> w ::, u. u. 0 :i: V> ::, a. "' "' "' "' "' <» 0 N ' "' ' "' 0 >-w Ol V> > 0 w w 0: V> w :; r w .. 0: 0 w r .. 0 :i: :i: V> V> '>->-OOl Ol w ro 0 «w w ---'Z :Jc, "' u-u --""' w <{W :i: uo u r :i: '-' vi 0: w > 0 z '-' V> w 0 z :: -... -"' 0 C1. V, z ... "' -~ 0 -:z "-' ::,; -"' ... C1. "-' Q ... :z "' J 0 ~ ~ ... u ~ 0 ii "-' -... -di V, 0 <O <O TYPE IV(Rt) (Typ) 9 E LANES SHALL BE AFTER APPROACH HAS CURED RE-OPENED SLAB Cone R "J" 197+10 JOIN RELATIVE BORDER SCALE IS IN INCHES 0 R4-7 OM1 -3 E CLOSE LANE BY USE OF CALTRANS STANDARD PLAN T11 2 25' SPACING R26(EB)(CA) E USERNAME ac) $USER DGN FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 24.8 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 1 O' SPACING G66(IRVJNE CITY HALL)(CA) E G66(POLICE FACILITY)(CA) "J" 203+38 END TAP R Beg TAPER E • • 25' SPACING M4-5 G2jl-2(73)(CA) TOLL ROAD SIGN M6-1 (Lt) "J" 18+38 END TAPER 31 105 RE-OPENED SLAB Cone ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TRAFFIC cu 00000 HANDLING STAGE 6 SCALE: 1 "•40' EA OA9701 PLAN TH-11 0 0 ' 0 0 ' 0 0 X C "' " N I I-.,. .,. / w "' 0 ..,_ V> / > " / ~ 0. w C 0 \_ I-/ 0 0 <t u / .,. .,. 0 0 ;;; <t I- <t ~ / .c er w I-V> w :,; u. u. 0 :c V> :,; Q_ "' .,. "' "' "" "' 0 N '-"' '-"' ,. _I 0 >-w aJ V> > 0 w w er V> w > I-w <t er 0 w I-<t 0 I I V> V> '->->-c,aJ w aJ 1-C, 0 -<w --'Z w =>o "' u-u __,v, w <tW I uo u I-:c C, V> er w > 0 z C, V> w 0 z 2 -... -"' 0 a. V, z ... "' -~ 0 -z ...., '"' -"' ... a. ... Q :': z "' j 0 ~ --' ... u ~ 0 ii ...., -... -di V, W20-1 CA .,,. E CITY NO PARKING E SIGN STRIPING FROM PREVIOUS STAGE "J" 1 83+00 JOIN 25' SPACING C30(CA) ---- • ---- R5-10a E RELATIVE BORDER SCALE IS IN INCHES R9-3a R26(S)(CA) LL 187 3' ;-,4;i E J (if i G92(TOLL ROA□Trbi G28-2(73)(CA)i:> f M3-3 ._/ i M6-2 .V>.b.. \ I 0:.i~ • a: l,Ji'<( ~+~Vl'::±::>--/ .::,,.,0;: -, E $ii [ff :::,5 • 0 z ::, 0 en, I f-:J 0 !Vl " ro 0 N ,-. 0 N THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. 0 USERNAME => $USER DGN F JLE => $REQUEST 11 t "' r-- 1 Bi: cb 0 0 N z ::, 0 m: I f-a: 0 z ,-. 0 N : R81 (CA) R2BISllCA) E FROM wSTAGEi 5 :": ....l ~ N ' ~ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY IRVINE, CA 9261 8 24.8 32 105 TOO State of Colffomro or ffs officers orogents sho/1 not be responsible for rro occurocyor completeness of electron!c copies of this pion steet. slle! To gel to the Cottrcns web site. go to: ltfp,I /www.Cot.ccgr,; "' 0 PM TYPE IV(Rt) (Typ) 170' • • 92 l 9 '? ==t::::> 25' SPACING TYPE IV(L t) (Typ) G92(TOLL ROAD)(CA) G2B-2(73)(CA) M3-1 M6-2 G85-3(73 (CA) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN 9 "' I I f- f-w oWW ZI -vi ___J w Iw Uv, f- <to ::,; I[) + N 0) <t f-Vl TRAFFIC HANDLING PLAN STAGE 6A SCALE: 1"=40' TH-12 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 ' 0 >-w a, V, ;: 0 w w a: V, w ;: >-w <( a: 0 w >-<( 0 ' I I V, V, '>->-o<D w a, >-o 0 «w .JZ w C :Jc, "' a, u-u lJ .JV> w <(W I "' uo u I >-.,. .,. / Q) >-a, I a "' ..,_ V, Vl / a: > w > "O 0 / • z a. "' "' V, C a w L 0 >-/ 0 0 <( u / .,. .,. 0 z 0 2 ;:; -.. <( ->-"' <( 0 ~ 0.. V, z / .. "' .c -a: ~ w >-V, -z w ""' :,; ::,; u. -"' u. .. 0 0.. I ""' V, 0 :,; a. "' .. "' z "' "' i 0 '-'-- "' ~ .. u "' '-'--<> 0 0 ""' N -' .. "' -It ' V, "' w w • V, "' "' "i 8' • • 25 -- • (12;1=-~ (12')=- ( 1 1 ·r~ 9 25' SPACING BUS STOP E "J" 197+57 Beg TAPER R4-7 OM1 -3 E THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 3 E USERNAME : ) $USER DGN F !LE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TI NG 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 25' SPACING 1 O' SPACING G66(1RVINE CITY HALL)(CA) G66(POLICE FACILITY)(CA) E M4-5 G28-2(73)(CA) TOLL ROAD SIGN M6-1(Lt) "J" 211 +38 END TAPER 33 105 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN STAGE &A SCALE: 1"=40' TH-13 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 ' 0 >-w m V, > 0 w w "' V, w > >-w <t "' 0 w >-<t 0 ' I I V, V, ,>->-om w m >-o 0 «w -'Z w C =><:> "' en u-u u _JV, w «w I V uo u I >-V V / ID >-en :,: 0 '-' -t<-V, V, / "' > w > u 0 / " z Q. '-' "' ;;; C 0 w L 0 >-/ 0 0 « u / V V 0 i's 0 :;; -<C « ->-c,: « 0 Ir c.. V, z: / <C c,: .c -"' w ~ >-0 V, -z: w ..... ::, =-"--c,: "-<C 0 c.. I ..... V, C ::, CL N <C 0 z: 0 ~ j N ~ "' ~ <C u "' ~ "' 0 0 ..... N -'-<C "' -It '-V, "' _,,,,- • <:,Ot'i'-\l ,"o\1-'\ ~~"" o'< 20-1 BUS STOP E R26(S}(CA) E D11-1 M6-4 G8-7(CA) W9-2 R26(S}(CA) /~ --,--✓-~\1!i ••• _.,.,.. .. ~~,,.,. ,,-,~ '''""" ') / .~ ~:~t~~~ "J" 1 74+92 END TAPER 25' SPACING CLOSE LANE BY USE OF CALTRANS STANDARD PLAN T11 "J" 1 58+92 Beg TAPER FAS E R26(S)(CA) ;' ' : I '' IC .,.. <l 1 8 C30(CA) R3-7 R28(S}(CA) E __ J..?'_ (19') E W3-1 R28(S)(CA) W4-1a(Lt) E CITY NO PARKING SIGN DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 24.8 34 105 3/09 -e,-o-,-,-,-,-R-ED~,-,-v-,-,-,-N_G_!_N-,=,e PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 9261 B The State of Cotffomfa or Its officers oro9ents sf-Kl/I not be responsible for the occuracyor completeness of eleclronlc cop{es af this plan sheet. Col/rans OOH ms o web site! To qet to t/"e Co/Irons web site, go to, tttp,/ lwwwliot.ccl)(N Bristol St 4/2½EM NORTH 4C 36"x36" "J" 183+4B ANGLE POIN FROM "J" 183+00 JOIN 21 TEMPORARY AC PAVEMENT FROM PREVIOUS STAGE "' -.12.'. ... i-i'~---:-.:::.c VAR- .... ~ ·-z~===--..:==-=""=--..--:: -:..::.-:-::'~ -..-~-..~-=- R E R28(S}(CA) 25' SPACING "J" 182+28 ANGLE POINT k j-BristolS-t t::::__--__.-----L_:J_amboree Rd 1~@ NORTH rl @" SOUTH i::::: 71 1 _~0RTH __@ -~-----oo_ _ ~ __ Tj -~ ~-7 I / / [±] ONE LINE HORIZONAL ARROW 25"x30" Temp SIGN PANEL COVER ARROWS (Typ) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN WW ., TRAFFIC HANDLING STAGE 6B PLAN~~ 0 0 ' 0 0 THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. SCALE: 1:40' TH-14 g RELATIVE BORDER SCALE IS IN INCHES 0 2 3 USERNAME "'> SUSER DGN FI LE => $REQUEST cu 00000 EA OA9701 ' 0 >-w "" Vl > 0 w w 0: Vl w > >-w <( 0: 0 w >-<( 0 ' I I Vl Vl ..._ >->-c,CC w "' >-o 0 «w ---'Z w C :::, '-' "" 0, u-u 1J ---'"' w <(W I Vl uo u I >-.,. .,. / w >-"' :c 0 '-' ---V> Vl / 0: > w > 1J 0 / • z a. '-' w V> C 0 w ~ 0 >-/ 0 0 <( u / .,. .,. 0 :z 0 ~ ;; -< <( ->-g§ <( :r c.. V, z / < "' .c -a: "-w 0 >-V> -:z w .., ::, ::& "--"' "-< 0 c.. I .., V> Q ::, a_ 0 < :z 0 g§ j N "- Vl --' < u '" "-<> 0 0 .., N -' < '" -It ..._ V, "' COVER SIGN ~Jamboree Rd ~il'@ SOUTH7r ~-,,..7IJamboree Rd Tr 71 ~~c_ __"0--"2:H_ j JJ ___ W!-vJ-----i<>.t'!-YL _sourn_ ~J::::: I SR-73 4EM I !' i i.\ I Bristol St Jamboree 4 /2 ½ EM • 1 l: I ,\ NORTH NORTH 4C j ·, 6C O~Y 1 48"x42" STANDARD R61{CA) SERIES ARROWS RIGHT LANE 4 C @ 101/2"x9" 10½"x9" @NORTH 4C AL TERNA TE 4 C NORTH 4 C ONLY 6C L-==~ 36"x36" STRIPING FROM STAGE 5 ROUTE 4C USE 4C _s_;c_c_h_S_t~ 4121/2 EM 36"x36" TEMPORARY AC PAVEMEN FROM PREVIOUS STAGE 25' SPACING <r I :,:: I- <t l-t/1 9 ---- STRIPING FROM ST AGE 5 25' SPACING M4-8 G28-2{73){CA) M3-1 M5-1(Lt) R28{S)(CA) w 0 l-t/1 ,... : : a:: ;;;;1 p:i '':.:!.\\" ,._4,, +. Jomboree ONLY NORTH " a, 0 N t I 0 :z ; :=, 0 ·co: !I' :l- o::: 0 z l'-0 N ricih{CAI R:2a(':;)(CA) E TYP~ 11\BARRICADE AT 100' SPACING (Typ,j s: RIPING FROM 5! A<;_ic 5 =<> =rH·--==-H+r+--'-+'ijf'F-,-+-~---··'•-4~ Bristol St 4/21/z EM Bristol St 4 /21/2 EM 2 0 ,.., ,-_ G92{TOLL ROA6J/CAJ G28-2{73){CA) • "' 0 NORTH 4C NORTH 4C " 36"x36" 36"x36" Jomboree 36"x36" I 0: (/) £D (/) M3-3 M6-2 N 0 N N ~P i! THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 L ls i I l ' !: (Tl ,o !i ' _J 0 I- V) 0::: OJ IV{Rt) 170' 25' SPACING -= 192 e,+~·~~·=·-·'·'~3-_,.,_ • ;:·:;·:;.::c-,-,.:::-'.-"77.,C::-.::-''-:::::::::::::::""':':'-... , "'"'"' -cc,-,-::-,:-: ... (14') R61-3{CA) R9-3a "' "' DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 9261 8 24.8 35 105 The Stofe of Callfornlo or !ts officers oror;;ents shall not Ix: responsible for the occuracyor completeness of e/ectron!c: c;opfes of this plan sheet. Ca/trans fl{]N trJs a web site! To get to lhl Ca/trans web s/te. l}O to, /tip;/ /www.t1ot&a.(JCH TYPE 11 BARRICADE AT 100' SPACING {Typ) FAS R (12') (12') (18') 37B E I :,:: I- 1-L,J L,J L,J z:r: -v, _J L,J :I:L,J Uv, 1-« o ::; 0 + LO en <t f- l/) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN ww "' s-oe •• AA ll II 00 WW "" "" 00 "" cc WW "' TRAFFIC HANDLING STAGE 6B PLAN~~ SCALE: 1 :40' USERNAME => SUSER OGN FILE => $REQUEST CU 00000 EA OA9701 TH-15 0 0 ' 0 0 ' 0 0 ' 0 >-w OJ Vl > 0 w w a: Vl w > >-w .. a: 0 w >-.. 0 ' :i: :i: Vl Vl '>->-oOJ w OJ >-o 0 -<w -'Z w C :::,c, "' "' O> u-u u -'"' w I -<W :i: "' uo u ::r: ,_ :i: >-,_ V w ww V ::r:z / v,-<1> >-...J O> :i: 0 '--' w ..,_ w::r: Vl Vl V,U / a: ,_ > w o« > ;l 0 o:::;; + ~ z "' Q. '--' "' 0) C Vl 0 w L 0 ... >-/ ,_ 0 0 Vl .. u / V V 0 :z 0 ~ ;; -... .. ->-"' .. ~ ~ V, :z / ... "' JC -a: ~ w 0 >-Vl -:z w ..... :::, ::& ~ -"' ~ ... 0 a. :i: ..... Vl Q :::, a_ 0 ... N :z 0 "' j N 0 ~ "' ~ ... u "' ~ "' 0 0 ..... N -' ... "' -11P ' V, ,, R BUS "J" 195+79 JOIN 9 R1-2 E "J" 197+11 JOIN END TAPER R4-7 OM1 -3 E R26(CA) R4-7 OM1 -3 E E THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. RELATJVE BORDER SCALE IS IN JNCHES 0 2 USERNAME "> $USER OGN FILE :c) SREOUEST DIST 12 E COUNTY ROUTE Oca 73 E M4-5 G28-2(73)(CA) TOLL ROAD SIGN M6-1 (Lt) POST MILES TOTAL PROJECT 24.8 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE 6B SCALE: 1 :40' cu 00000 EA OA9701 SHEET TOTAL NO. SHEETS 36 105 00 WW ----00 JJ •• WW _, PLAN~;: TH-16 0 0 ' 0 0 ' 0 0 ' 0 >-w ro <I> > 0 w w a: <I> w > >-w <( a: 0 w >-<( 0 ' :,: :,: <I> <I> ,>->-om w ro >-o 0 «w --'Z w C :::Jc, "" "' u-u u --' <I> w <(W :,: <--uo u :,: >-.,. .,. / Q) >-"' :,: 0 C) -1<-<I> <I> / a: > w > u 0 / ~ z 0. C) "' <I> C 0 w L 0 >-/ 0 0 <( u / .,. .,. 0 z 0 2 ;;; ,_ < <( ,_ <11->-"" <( 0 ~ 0.. V, z / < "" .c ,_ a: is w >-<I> ,_ z w ""' :,; :::,; "-,_ "" "-< 0 0.. :,: ""' <I> Q :,; a_ "' < N z 0 "" j N 0 ~ "' ~ < u "' ~ "' 0 0 ""' N ,_ ' < "' ,_ t ' V, "" MOD G78-1 {CA) 36"x36" 3. 7" @ 9" 3" SOUTH 6'" 3" 1f 7 .6" 3. 7" 36" ' 25" SPACING TYPE IV{Rt) {Typ) E .,... « R3-7 R28{S){CA) E 25' SPACING THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. RELATIVE BORDER SCALE IS IN !NCHES 0 E W3-1 R28{S){CA) E CITY NO PARKING SIGN D!ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 24.8 37 105 REGISTERED C!VlL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 9261 B The State of Colffomla or lts officers orar;ents shall not be responslb/<1 for tte accuracy or completeness of electron/r:; copies of this plan sheet. Cattrans flO;I frJs a web slle! To get to tie Ca/trans web site, I}() to: /tlp,//www.dofm.Q!N TEMPORARY AC PAVEMENT FROM STAGE 6A "BRISTOL ST NORTH ONLY" "J" 181+00 JOIN STRIPING FROM STAGE S -,,,..,.,,. __ --=-_ •-•e•es --"'""• •••• ,- E W4-7 21 MOD G78-1 {CA) SEE ABOVE LEFT "J" 181 +00 ANGLE ------------- ~ ";i, • "''":'c-:::'c 7 ";,_;,"~" R28{S) {CA) k:: j Bristol SI t::::._---__,,.1 Jamboree Rd 11 @) NORTH 1'@ SOUTH V .71 I-~ __"ORTH_'+'_]-~--~--_'+'j~_ -~I-~~-, I / • COVER ARROW ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN wW "' <-O" •• " II II 00 WW "" "" 00 J~ "" WW "' TRAFFIC HANDLING STAGE 7 PLAN~~ SCALE: 1 :40' USERNAME ,:,) $USER DGN FILE ,:,)SREQUEST I cu 00000 EA OA9701 TH-17 0 0 ' 0 0 ' 0 0 .. I ' 0 >-w "' "' > 0 w w a: "' w :;: I-w .. a: 0 w I-.. 0 ' :,: :,: "' "' ,>->-c,<Il w "' t-o 0 -<w -"Z w C ::,c, "' "" u-u " -""' w <{W :,: "' uo u :,: I- " " / ID I-"' :,: 0 Cl .__ "' "' / "' > w > " 0 / • z a. Cl ~ ;;; C 0 w L C> I-/ 0 0 .. u / " " 0 is 0 :;; -< .. -I-"' .. 0 ~ 0.. V, :z / < .c "' -a: ~ w 0 I-"' -:z w = ::, ::,; u. -"' u. < 0 0.. :,: = "' C, ::, a. "' < "' :z 0 "' i N 0 ~ "' --' < u "' ~ "' 0 0 = N -' < "' -It ' V, "' I'- ~ I :c ,- ,- uJ uJuJ :CZ <fl ::i t::\ :c l/lU ,- o <C 0 ::z + '<T ro <( ,- <fl STRIPING FROM ST AGE S TEMPORARY AC PAVEMENT FROM STAGE 6A ---- STRIPING FROM STAGE 5 (16')' I 1 2')_, ( 12') l14'L 36 25' SPACING 1 G77-4(73)(CA) E M4-8 G28-2(73)(CA) M3-1 M5-1(Lt) R28(S)(CA) "J" 184+60 Beg TAPER TYPE IV(Rt) (Typ) PM "BRISTOL ST NORTH ONLY" _J 0 ,- l/1 n:: ~ !'.D ..:-1 187 ... 0 TYPE !VIL t) N (Typ) (12') (12') 12'- 12' 1 3' ---12' 1 3' (14') ·R:-~11m R26i)tfl ;I FROM 38 R6-1 (Lffl) / fR2,6(S)(CA)' R6-1 (Rf}-• .'-'-'° .,,/)/< / /; i! " /! ... 0 N " ( ~ \ STRIPING FROM ST AGE 5 21 <>= THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. RELATIVE BORDER SCALE JS IN INCHES 0 2 3 "J'' 192+20 ANGLE POINT R 170' USERNAME => $USER DGN FILE :a:) $REQUEST 9 D!ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL Tl NG 14725 ALTON PARKWAY IRVINE, CA 92618 24,8 38 105 The State of Calffornfa or fts officers oragents shall oot be responslble for the accun:icyor completeness of etectronfc copies of this plan sheet. CaltrollS l)()N tx:Js a web site! To get to rte Ca/Irons wet, site, 90 to, /tip;/ /www.driu:11:;w TYPE IV(Rt) R (Typ) 25 --·-···-·····~-........... _. CJ) I :c ,- ' j~ "J" 193+00 "J" 194+68 JOIN ,- uJ WW z:c -<fl _J w :i:w UV> ,- <( Q ::z 0 + LC) CJ) <( ,- <fl ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN ~~ ~~ TRAFFIC HANDLING STAGE 7 PLAN~;: SCALE: 1 :40' cu 00000 EA OA9701 TH-18 0 0 ' 0 0 ' 0 0 ' D >-w aJ V, > D w w a: V, w ;: >-w .. a: D w >-.. D ' I I V, V, ,>->-Dal w aJ >-o D «w -'Z w C =><.:> " O> u-u " -'"' w <{W I "' uo u I >-.,. .,. / w r "' :,: 0 <.:> ..,_ V, V, / a: > w > " 0 / • z 0. <.:> "' V, C 0 w '-0 r / 0 0 .. u / V V 0 :z 0 ~ / ,_ .. .. ,_ >-~ .. ~ 0.. V"> :z / .. ct: .c ,_ a: 1:5 w >-V, ,_ :z w '"' ::, ::,0 "-,_ ct: "-.. 0 0.. I '"' V, C ::, Q_ "' .. V :z 0 ct: § N 0 ~ "' --' .. u "" ~ "' 0 0 '"' N ,_ '-.. "' ,_ e '-V"> "' R 25 E BUS STOP E ''J" 196+80 JOIN "J" 197+11 JOIN R4-7 OM1-3 G8-22(UC JRVJNE}(CA) R26(CA) R4-7 OM1 -3 E E E THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY. RELATIVE BORDER SCALE rs IN INCHES 0 2 R26(EB)(CA) E USERNAME =)$USER DGN FILE=) $REQUEST DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS Oro 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 39 105 The State of California or Its off!cers oraQents shall not be respons!ble for the occuracyor completeness of electronlc copies of this plan sheet. Coltrons {(NI h:Js o web site! To get to tte Co/trans web site, go to, !tip,/ lwww.Catm!J(N R3-7 R28(S}(CA) E G66(!RVJNE CITY HALL}(CA) G66(POL!CE FACJLITY)(CA) E E M4-5 G28-2(73)(CA) TOLL ROAD SIGN M6-1(Lt) II II cc WW oo bb ALL DIMENSIONS ARE IN "" FEET UNLESS OTHERWISE SHOWN 0 , TRAFFIC HANDLING PLAN~;: STAGE 1 SCALE: 1 :40' cu 00000 EA OA9701 TH-19 0 0 ' 0 0 ' 0 0 ' 0 >-w <D V, :; 0 w w "' V, w :; >-w "' "' 0 w >-"' 0 ' I I V, V, '>->-oro w <D >-o 0 -<w -'Z w C =><.:> "' "' u-u u _,v, w -<W I 0 uo u N I >-" " / Q) >-"' I a <.:> -t<-V, V> / a: > w > u 0 / ~ z 0. <.> '" V> C a w '-0 >-/ 0 0 "' u / " " 0 z ;; 2 ;::: -.. "' ->-ct: "' 0 ~ Cl. V, z / .. .c ct: -"' w ~ >-V> -z w ... ::, :::0 "--ct: "-.. 0 Cl. I ... V> 0 ::, {l_ "' "' .. z 0 ct: j N 0 !:= "' ~ .. u "' ~ "' 0 ... N -' .. "' -l!P ' V, "' D11-1 M6-4 G8-7(CA) CLOSE LANE BY USE OF CALTRANS STANOARD PLAN T11 W20-1 ".;. V __. cP 0 .,,,,,, ~? V CITY NO PARKING SIGN ~~. 0 ':'., u'(_} ~ s:. . Tu~ oi" "-<" ~ E "J" 176+37 END TAPER ;;~~~~-:.~-•••• ---· ---·· E R28(S)(CA) R STRIPING FROM STAGE S 25' SPACING C30(CA) ---- TYPE 11 BARRICADE AT 100' SPACING (Typ) R28(Sj¥A) ------ G77-4(73)(CA) E 25' SPACING E ,,f ~ --' k Bristol St J-:::::..-----1 Jamboree Rd 11 @ NORTH ]'@ SOUTH V ?'7 I-NORTH_T_j--~--~---~~---~I_-±-~-, I COVER ARROW RELATIVE BORDER SCALE IS !N INCHES "' "' iR9-3a \R26(S)(CA) E ;,/ _; "'O:::i ; G92(TOLL ROAO'fltAJ G28-2(73)(CA1l:! ! ""1 M3-3 ;.....,i i r--M6-2 ,v,b._ \ I 0:/~ • a:: L.i1~ V, :0.,Q: -lcff.::-:t=;;=th---1 .__,. ' a:, E Ziz v, ·:::>·o THIS PLAN ACCURATE FOR TRAFFIC 0 "" ,r-- : I a::; Vl D z ,:::, '0 en: :cl f-:::, 0 jl/) N "' 0 N ~ 0 N HANDLING ONLY. USERNAME =) $USER DGN FILE =) SREQUEST "" r-- cb l/)i cb 0 N Cl z :::, 6 g: 1: i'.:' a: 0 z 9 189 i~r "' " II t ii f- 0 N ' ' R81 (QA) R28(S)(CA) E l I STRIPING FROM STAGE' 5 ~ ' i ..J " DI ST COUNTY ROUTE POST Ml LES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL Tl NG 14725 ALTON PARKWAY IRVINE, CA 92618 24,8 40 105 The Stote of Co!lfomla or !ts officers or agents shall not be responsible for tna occuracyor completeness of electronfc copies af this plan sheet. lrls a w site! To '}el to tft! Co/trans web sl!e. go to, fttp,/ /www .dofcol}(N PM TYPE IV(Rt) (Typ) 170' 9 C30(CA) "' 0 " 0 N z: '.J· 'N ' O'.l r,")~j O' NJ 12' 11' 1 , 190 12' 25' SPACING TYPE IV(Lt) G92(TOLL ROAD)(CA) G28-2(73)(CA) (Typ) M3-1 M6-2 G85-3(73 NORTH) (CA) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN \ E TRAFFIC HANDLING PLAN STAGE 8 N I I f- <( f- Vl SCALE: 1"=40' TH-20 cu 00000 EA 0A9701 0 0 ' 0 0 ' 0 0 ' C "' ~ N I ,_ " " / ID "' 0 -«-V, / > u / • Q. ,,, C 0 L ,_ / 0 0 <( u / " " 0 0 :;; <( f-<( fl'. / .c 0: w f- V, w :::; u. u. 0 :,: V, :::; Cl. ,.._ 0 N "' "' "' 0 N ' "' ' "' 0 >-w <D V, > 0 w w 0: V, w > ,_ w <( 0: 0 w ,_ <( 0 I I V, V, '>->-o<D w <D >-o 0 <tw -'Z w :::l<.'.) "' u-u -'"' w -<W I uo u ,_ I <.'.) V, 0: w > 0 z <.'.) V, w 0 is f-... f-O< 0 c.. V, z ... O< f- ~ 0 f-z w "" f-O< ... c.. w Q ... z O< i 0 ~ ~ ... u ~ 0 w f-... f-di V, I u f- <{ ::. "J" 195+00 JOIN BUS STOP E "J" 197+57 Beg TAPER THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY, RELATIVE BORDER SCALE IS IN INCHES 0 2 USERNAME =>$USER DGN FILE "> $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 24.8 PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 9261 8 1 O' SPACING G66(1RVINE CITY HALL)(CA) E G66(POLICE FACILITY)(CA) E • • • 204_. 25' SPACING M4-5 G28-2(73)(CA) TOLL ROAD SIGN M6-1(Lt) "J" 211 +38 END TAPER 41 105 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN STAGE 8 SCALE: 1"•40' TH-21 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 X 0 >-w <D V> > 0 w w "' V> w > >-w <t "' 0 w >-<t 0 X I I V> V> '>->-o<D w <D >-a 0 «w -'Z w C =>o "' O> u-u ~ -'"' w <tW I N uo u N :,: >-" " / Q) >-O> :,: 0 "' ""-V, Ul / "' > w > " 0 / ~ z 0. "' "' Ul C 0 w L 0 >-/ 0 0 <t u / V V 0 z 0 0 ;;; -<C <t ->-"' <t 0 ~ a.. V, z / <C .c "' -"' ~ w 0 >-V, -z w ~ :::, "" .... -"' .... <C 0 a.. :,: ~ V, c:, :::, a. "' <C :z "' i N 0 ~ "' __, <C u "' ~ "' 0 0 ~ N -' <C "' -It '-V, "' LEGEND 0 SIGN UNIT NUMBER E2'2J WORK AREA ROADWAY SEGMENT TO BE CLOSED I PCMS I PORTABLE MESSAGE SIGN CONSTRUCTION AREA SIGN-ONE POST DIRECTION OF TRAFFIC FREEWAY OR RAMP CLOSURE PER STANDARD PLAN DETAIL DETOUR ROUTE THIS TEMPORARY CLOSURE IS FOR THE PLACEMENT OF BRIDGE FALSEWORK, AND TEMPORARY K-RAIL ON NB SR-73 ONLY. NB SR-73 {FROM NB SR-73) •EXIT MACARTHUR BLVD •NB ON MACARTHUR BLVD • SB JAMBOREE RD •NB BRISTOL ST NORTH NB SR-73 {FROM WB BISON AVE) •WB ON BISON AVE • NB JAMBOREE RD • NB BRISTOL ST NORTH NB SR-73 {FROM EB BISON AVE) •NB MACARTHUR BLVD • SB JAMBOREE RD •NB BRISTOL ST NORTH NB SR-73 {FROM NB MACARTHUR BLVD) •NB MACARTHUR BLVD • SB JAMBOREE RD •NB BRISTOL ST NORTH NB SR-73 {FROM NB JAMBOREE RD) •NB JAMBOREE RD •NB BRISTOL ST NORTH UNlVERSlTY DR C RELATIVE BORDER SCALE IS IN INCHES D 0 2 NOTES 1. LOCATION OF SIGNS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER IN THE FIELD. 2. REMOVE OR COVER ALL CONFLICTING SIGNING AS DIRECTED BY THE ENGINEER. 3. DETOUR SIGNS SHALL BE COVERED WHEN NOT IN USE. 4. MESSAGES FOR THE PCMS SHALL BE DETERMINED BY THE ENGINEER. G28-1 {CA) 21" X 18" M3-1 30" X 1 S" M4-8 30" X 15" M6-2 21" X 15" {4" X 6") POST G28-1 {CA1 21" X 18'1 M3-1 30" X 15" M4-1 O{L tl 48" X 18'1 DI ST COUNTY ROUT£ POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS 12 Ora 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 42 105 Tro State of Ca/lforn!o or Its officers or agents shall not be resrx:mslble for the occuracyor completeness of electron!c rx,pfes of ttls plonstcet. Ca/trans flO# ms a web site/ To qet ta tte Ca/Irons web site, go to, ttlp,/ /www.dotm,qw G28-1 {CA) 21" X 18" M3-1 30" X 15" M4-8 30" X 15" M6-2 21" X 15" {4" X 6") POST G28-1 (CA) 21" X 18" M3-1 30" X 15" M4-10{Rtl 48" X 18'1 {4" X 6") POST G28-1 {CAl 21" X 18'1 M3-1 30" X 15" SC3{CA) 48" X 18" G28-1 {CAl 21" X 18'1 M3-1 30" X 15" W20-2{MOD) 48" X 48" {4" X 6") POST {4" X 6") POST 0 USERNAME "'> $USER DGN FILE => $REQUEST W20-2 48" X 48" {4" X 6") POST 0 TRAFFIC HANDLING PLAN LAYOUT DETOUR (NB SR-73 CLOSURE! NO SCALE TH-22 cu 00000 EA OA9701 ' 0 >-w <D V, > 0 w w er V, w > I-w -< er 0 w I--< 0 ' :c :c V, V, ,>->-om w a:, >-o 0 -<w --'Z w C :::,c, "' "' u-u ~ --'"' w -,:w :c "' uo u N :c I-.,. .,. / ID I-"' :c 0 "' -><-vi V, / "' > w > 1J 0 / ~ z a. "' <D vi C 0 w L 0 I-/ 0 0 -< u / .,. .,. 0 z 0 ~ ;;; -< -< -I-"' -< 0 ~ Cl. V, z / < .c "' -er ~ w 0 I-V, -z w ""' ::, :::0 u. -"' u. < 0 Cl. :c ""' V, C ::, a. "' < N z "' j N 0 ~ "' ~ < u '" ~ "' 0 0 ""' N -' < '" -It ' V, "' LEGEND 0 SIGN UNIT NUMBER EZ] WORK AREA ROADWAY SEGMENT TO BE CLOSED I PCMS I PORTABLE MESSAGE SIGN CONSTRUCTION AREA SIGN-ONE POST = DIRECTION OF TRAFFIC ® FREEWAY OR RAMP CLOSURE PER STANDARD PLAN DETAIL DETOUR ROUTE THIS TEMPORARY CLOSURE IS FOR THE PLACEMENT OF BRIDGE FALSEWORK, AND TEMPORARY K-RAIL ON SB SR-73 ONLY. SB SR-73 (FROM SB SR-73) •EXIT JAMBOREE RD •SB ON BRISTOL ST SOUTH C UNIVERSliY OR RELATIVE BORDER SCALE IS IN INCHES 0 UN1VERSi1Y OR 2 NOTES 1. LOCATION OF SIGNS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER IN THE FIELD. 2. REMOVE OR COVER ALL CONFLICTING SIGNING AS DIRECTED BY THE ENGINEER. 3. DETOUR SIGNS SHALL BE COVERED WHEN NOT IN USE. 4. MESSAGES FOR THE PCMS SHALL BE DETERMINED BY THE ENGINEER. G28-1(CA) 21" X 18" M3-1 30" X 15" M4-8 30" X 15" M6-2 21" X 1 5" DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 24.8 43 105 3/09 ---------REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 Tm State of CaHfornra or !rs officers or agents shall l)()t be responsible for t~ ocouracyor completeness of electronic copies of this plonsteet. Co/trans nr.JN h:Js a web site! To get to tte Co/Irons web 5ife. ()<J t0: lttp,I /www.tJat.ccJ)(),( SOUTH lfDETOUR G28-1 (CA' 21" X 18" M3-1 30" X 15" SC3(CA) 48" X 1 8" (4" X 6") POST (4" X 6") POST 3 USERNAME "> $USER OGN FILE => $REQUEST G28-1 (CAl 21" X 18'1 M3-1 30" X 15" W20-2 48" X 48" W20-2(MOD) 48" X 48" (4" X 6") POST (4" X 6") POST 0 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN LAYOUT DETOUR (SB SR-73 CLOSURE> NO SCALE TH-23 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 a >-w a'.l V> > a w w "' V> w > >-w « "' a w >-« a ' cc cc V> V> '>->-c,a'.l w a'.l >-c, a «w -'Z w :, '-' "' u-u ..JV> w C «w cc o> ua u D 0 C, a_ V >-V cc / '-' GO-a_ V> / "' > w > D 0 / • z 0. '-' "' V> C 0 w L CJ >-/ a a « u / V V 0 z 0 ~ ;; -... « ->-15 « Ir CL V, z / ... cc J::: -"' "-w 0 >-V> -z w ""' :,; ::& "---cc "--... 0 CL cc ""' V> Q :,; a_ V ... "' z "' cc j N 0 "-"' ~ ... u "' "-"' 0 0 ""' N -' ... "' -dP ' V, "' NOTES: 1. ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS IN THE CALTRANS RIGHT OF WAY ARE THERMOPLASTIC UNLESS OTHERWISE NOTED. 2. PLACE ARROWS 20' BEFORE LIMIT LINE OR CROSSWALK. 3. ALL CROSSWALKS SHALL HAVE A 10 FOOT INSIDE WIDTH. 4. REMOVE ALL CONFLICTING PAVEMENT DELINEATION. S. THE CONTRACTOR SHALL RETURN ALL TRAFFIC STRIPING ON SR-73, RAMP MB-2 AND RAMP J-2 TO ITS ORIGINAL CONDITION, INCLUDING ADDING TYPE C REFLECTORS, AFTER THE TEMPORARY IE7 L _J STRIPING PLACED IN STAGE 1 (SHEET TH-2 AND TH-3) IS REMOVED AT THE CONCLUSION OF CONSTRUCTION. SEE STRIPING PLAN SHEETS PD-3 TO PD-4. ,E7 L _J ,E7 L _J LEGEND: GJ ~ (T) 0.0 I PAVEMENT DELINEATION DETAIL NUMBER PAVEMENT MARKING OR LEGEND AS SHOWN PAINT TWO (2) COATS UNLESS SHOWN OTHERWISE THERMOPLASTIC REMOVE PAVEMENT MARKING OR LEGEND AS SHOWN 1' WHITE CROSSWALK LINES 1' WHITE LIMIT LINE EXISTING TO REMAIN CHANGE OF PAVEMENT DELINEATION DETAIL PROPOSED WIDTH ANGLE POINT TYPE G ORF DELINEATOR {CLASS 1 FLEXIBLE POST) (PER PLANS) ------------- TYPE Typ ----- THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 TYPE ---------------_, CAL TRANS R/W USERNAME "') $USER DGN F !LE ::) $REQUEST CD C/l LL • IT) I 187 ' 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 9261 B 24.8 44 1 OS The State of Collfornra or fts orncers orogents sOO/f not be responsible for the occurocyor completeness of electron!c copies of this pion sheet. Coltrrms flQN /r.Js a web s/llJ! To ()ff! m tfll Co/trans web slle, qo to, ltt[>://www.dofJ.XJIJrN 12' 1.2' 1 ' 12' 12' 1 (31 IT) 88 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN -7? I 0 a.. f-w w WI :"; V> --'w I W u V1 f-0 <o ::,;;+ O'I co <! f- Vl PAVEMENT DELINEATION SCALE: 1"=40' PD-1 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 • 0 >-w a, V, > 0 w w 0: V, w ;: ,... w <( 0: 0 w f--<( 0 • I I V, V, '->->-om w a, >-o 0 <(w --"Z w :::,c, "' u-u ..., V, w C <(W I 0, uo u <> N 0 0 a. " ,... " I / C, 00-a. V, / 0: > w > <> 0 / ~ z a. <.:> w vi C 0 w L 0 ,... / 0 0 <( u / " " 0 is 0 :;: -< <( -f--c,: <( ~ fr V, z / .. .c c,: -0: ~ w 0 f-- V, -z w w ::, =-~ -c,: ~ < 0 0.. I w V, C ::, a. "' < "" z "' c,: i N 0 ~ "' ~ .. u "' ~ ~ 0 0 w N -'-< "' -It '-V, "" I 0 a. r-w w WI ~\/l --'w 9 IW uVl >-o <to ::a+ 0) (X) <( r- \/l 'E 7 L _J 00 0 N 12' I Cl'. \/l 0 z ::) 0 CD ,::,: '>- Cl'. 0 z I")' t- i Cl'. \/l 0 z ::) 0 CD I r- 0'. 0 z / "' 0 N V N 0 N AL TRANS /W 190 I r- 0'. 0 z >-I w• ~111 ~,: 6 jc:::: 1-i-' V) " Cl'. CI1l TYPE IV(L) Typ TYPE Vll(R) Typ IV(R) 38B ' PM "J-2" 202+25 MATCH Exist TYPE IV(R) Typ SR-73 ON IV(L) Vll(L) (170') ,,, '"" ',:.:; :T __ : -! __ . _ _: -' -i_J \ I I "J" 193+01 Beg Trans 25A ........................... __ _ 9 (Var) (12') (19') THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 USERNAME =) SUSER DGN F !LE =) SREOUEST "J" 197+11 MATCH Exist END Tr-ans DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 24.8 3/09 ------------REGISTERED ClVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL Tl NG 14725 ALTON PARKWAY IRVINE, CA 92618 45 105 Tte State of Calffornlo or !ts officers or agents shall not be responsible for the acr.::urocyor completeness of electronfc copies or tfis plan sheet. Co/trans oo.v h:Js o web site! To get to !hr; Co/Irons web sil~. go /0: lttpd /www.dat.m!J(N ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION SCALE: 1"=40' PD-2 CU 00000 EA OA9701 0 0 ' 0 0 ' 0 0 X X C "' u ,,; 0 0 a. V V / 0,-a. / > u / • a. <n C 0 ~ >-/ 0 0 .. u / V V 0 0 ;; .. >-.. :r / J:: c,: w >-V> w ::, ~ ~ 0 I V> ::, a. "' V "' N "' "' "' 0 N '-"' '-"' >-"' 0 w V) > w c,: w >-.. 0 I V) ..__ >-o<D w >-o «w --'Z :::, Cl u- --'"' <tW uo >-r <.> V> c,: w > 0 z ~ V> w 0 z ~ -< -~ 0.. V, z < C: -"-0 -z ..... "" -C: < 0.. ..... Q < z 0 w V) > w c,: w >-.. 0 I V) >-<D 0 w "' u w I u C: j 0 "-..., < u "-0 ..... -< -• V, NOTES: 1, THE CONTRACTOR SHALL INSTALL TYPE C REFLECTORS ON ALL SR-73 STRIPING. 99 'E7 L _J (Vor) 200 "SR-73" 1201+50 JOIN Exist 'E7 L _J "SR-73;;-1200+50 JOIN Exist ,E7 L _J 0 N "SR-73" 1203+1 S JOIN Exist "J-" 202+25 JOIN Exist --~- ... 14.'. ... • NB sfiC:-f3" oNRlM~' , -.:·-;<---...... ; ·; /, ;' /: / , L :z >-I-' i= 0 !:; -:_;06 ~ .-:-·· .... • ... ······irir····· :__ -···-~·=--~ _J I u 1-<l'. ::;; "' 0 "' N I 0 .. 0 at w w "' Vor 12' -----·--·--·-····-·· + __ .a:l-----····- -,=I .. 12" WHITE @ 100' O.C. DIAGONALS ----......... -.......... -............ , --,.. -- 1 1 ,, ... _ 110 "81"L!NE BRISTOL .SIREELNORTH DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 46 105 The Stote of Callfomlo or rrs officers ora!]ents shot/ not be resrxmslble for the occuror:;yor complefeness of elecfronrc copies of this plan sheet. C(l/trcms now tos a web s/le! To i)d to the Co/Irons web s/le, go f0; tttp:I /wwwJJot.r,lUJIJ( ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN g "' ::, "" ~ PAVEMENT DELINEATION SCALE: 1"=40' THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. PD-3 RELATIVE BORDER SCALE IS IN INCHES 0 USERNAME ac) $USER DGN FILE =c)$R£QUEST cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 ' 0 >-w CJ V, > 0 w w cc V, w > ,_ w <( cc 0 w ,_ <( 0 0 0 ' + "' 0 N I I V, V, "'' I rr, '>->-or--oCJ CJ 0.. I w a:: >-o <tw 0 I-<ll ~z w W' ::, "' "' w., u-u ~v, w :,: I-C <(W I <ll <ll "' uo u " WW " ~~ 0 0 ....J a. " :,: ,_ u " I I-/ "' « <>-vi 0. ::. / cc > w > " 0 / • z 0. "' ,,, vi C 0 w L 0 ,_ / 0 0 <( u / " " 0 i!s 0 ;:; I-< <( I-,_ "' <( 0 :r a.. V, z / < _c "' I- jr ~ w 0 J--"' I- ~ z w '"' u. I- "' u. ... 0 a.. I w V, Q ~ ~ < z ~ "' i 0 go ~ ...., • < :, u "" ~ "' 0 0 w N I-' < "' I-It ..._ V, "" L.--- BRISTOL STREET "B2" LINE ] 1 89 I I I \ 1-LI-I I I l I ! ! 1-1 ! I r r I I I ( I I I l I I I I I I I I I I 1 i I 38B (Tl 1209 "SR-73" LINE 1 2" WH !TE @ 1 00' O.C. DIAGONALS 1210 (T) 1211 "SR-73" 1210+50 JOIN Exist (Tl 1212 8 (T) "SR-73" 1 212+50 JOIN Ex I st 1213 1214 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY, RELATIVE BORDER SCALE rs IN INCHES 0 2 USERNAME => $USER DGN FILE => SREOUEST SOUTHBOUND 5R~73 1215 1216 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 47 105 The State of Callfornlo or Its officers arogents shall not be responsible for the occurocyor completeness of electronrc copies of this p/cmsheet. Coltrcms f"l(}N lr!s a web site! To r;et to fie Co/trans web site, 90 lo, ftlp,//VNIW.daf.cal}(JI ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION SCALE: 1 "=40' PD-4 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 X 0 >-w al V> ;: 0 w w "" V> w > >-w <( C: 0 w >-<( 0 X I I V> V> '->->-Oal w al >-o 0 <tw ~z w :::, '-' "' C u-u "' ~V> w " <(W I uo u 0 V> " " / w >-C :,: "' "' ·x-;;; V> / "' > w > " 0 / • z 0. '-' w "' C 0 w ... 0 >-/ 0 0 <( u / " " 0 z 0 2 ;; f-< <( f->-"' <( 0 §' a.. V, z / < "' .c f- C: ~ w 0 >-V> f-z w ~ ::, ::,; "-f- "' "-< 0 a.. :,: ~ V> c:, ::, a. 0 < "' z co "' j N 0 ~ "' --' .. u "' ~ "' 0 0 ~ N f-'-.. "' f-• '-V, "' NOTES: 1. SIGN LOCATIONS SHOWN ARE APPROXIMATE. EXACT PLACEMENT OF ROADSIDE SIGNS SHALL BE APPROVED BY THE ENGINEER. 2. ALL SIGN CODES ARE PER CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 2006. LEGEND i ROADSIDE SIGN, (1 POST) q ROADSIDE SIGN, (STRAP AND SADDLE) j ROADSIDE SIGN, (2 POSTS) 1 E 7 EXISTING, TO REMAIN L _J RELOCATE EXISTING SIGN REMOVE SIGN INSTALL SIGN AND POST INSTALL BRIDGE MOUNTED SIGN STA 182+78 FNBT Mac Arthur Blvd ¾ MILE EXIT!4 B University '1f IBMS,r---.--L Dr gx!T ONLvj SIGN= SEE SHEET S-3 EE A ------ (IJ 1/) SEE SHEET S-4 FOR DETAILS THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 3 USERNAME =) $USER DGN FILE :) SREOUEST I f-:::, 0 0 V, "' '<""". "' "' 1 B7 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 24.8 3/09 -RE_G_I_S~TE~R~E~D-C~I-V~I-L-E~N-G~I -NE~E-R PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TI NG 14725 ALTON PARKWAY IRVINE, CA 92618 48 105 The State or Co/fforn!o or Its officers oro9ents shall not be responsible for the occurocyor completeness of etectronrc cop{es of this plans009f. of/rans row /rJs o web site/ To qcl to th: Co/Irons wllb site, go to, flfp,//www.dot£C,fJIN 188 HfAltt 7 Li _J .... 0 N " 0 N "' 0 N ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN SIGN PLAN SCALE: 1 "=40' cu 00000 EA OA9701 <( f- Vl S-1 0 0 ' 0 0 ' 0 0 X 0 >-w "' V, :; 0 w w "' V, w > >-w <( "' 0 w >-<( 0 X I I V, V, --->->-o<D w "' >-o 0 «w --.,z w :::J<.:> "' C u-u 0, __,v, w " <(W I uo u N 0 V, .,. .,. / "' >-C I 0, 0 ·x-;;; V, / "' > w > " 0 / ~ z 0. 0 "' V, C 0 w L 0 >-/ 0 0 <( u / .,. .,. 0 z 0 ~ ;; -< <( ->-"' <( 0 ~ 0.. V'> z / < "' ,:_ -"' ~ w 0 >-V, -z w ...., ::, "' "--"' "-< 0 0.. I ...., V, 0 ::, a_ ,-. < "' z "' "' i N 0 ~ "' ~ < u "' ~ "' 0 0 ...., N ----< "' -di --- V'> "' "' 0 N w :'= ..., N ' "' 'i' ,-. 0 N I") ,.._ I a: U1 0 z ::, 0 "' :c f-a: ft "' I'-- I 0:: IJl 0 z ::J 0 "' I -0:: ' 0 I z I' I -0:: 0 z -w w :a:: ·t-, IJl '....J 0 -iV"l 0:: .err w z ..., 0 "' 1 7R81 (CA) LE _JR28{S)(CA) Rl 0-11 a ----------=--=---==· NORTH)(CA) THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 ---+'-'-------- USERNAME =) $USER DGN F lLE cc,) $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Ora 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 9261 8 24.8 49 105 Tte State of Callfornla or rts officers oraqents shall not be responslb/e for fhB occuracyor completeness of electronlc copies of this ptonsteef. Co/trans now has o web site! To gel to tk Co/trans weO site, go ta: /ttp:/ /www.datm!J(N / 200/ ..... / / , / ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN SIGN PLAN SCALE: 1"=40' I cu 00000 EA OA9701 S-2 0 0 ' 0 0 ' 0 0 X 0 >-w "' V> :;: 0 w w a: V> -w > >-w .. a: 0 w >-.. 0 X I I V> V> '>->-oco w co >-o 0 ""w --'Z w :::,c, " C u-u 0, .JV> w D -,w I uo u "' 0 V> ... ... / "' >-C :,: 0, C) .,_ Vl Vl / a: > w > D 0 / • z 0. C) ,,, Vl C 0 w '--0 >-/ 0 Cl .. u / " " 0 el 0 -;; -< .. ->-ex: .. 0 Ir a.. V, z / < .c ex: -a: ~ w 0 >-Vl -z w ~ :, :::,; w. -ex: w. < 0 a.. :,: ~ V> c:, :, ' n. "' < 0 -z "' ex: j N 0 ~ "' -..., < u "' ~ "' 0 0 ~ N -' < "' -• ' V, "' I I I ' 240" 198" (96" X 24") I VG70-3 - IEXIT 14 A I EXIT 14 B MacArthur Blvd University 1f 0 0 -3/4 MILE Dr EXIT ONLYj G83-5 (FSBT) 16 in UC 12 in LC SERIES E(M) " - ~W61C G85-11 (FSBT) 16 in UC (84" X 20") 12 in LC SERIES E(M) 20 16.5 BRIDGE RAIL I =======~j'===========t~=~------,--:-:----:-ir----T._~~~-==-~1----IEXIT 14 A IEXIT 14 B BOTTOM OF SOFFIT 10 Shld 1 1 12 Mac Arthur Blvd 3/4 MILE University 1f Dr IEx1T oNL vi ...... c _t,___ "'--.,.... .------.r-------,-.-'P"r-.-------,,------~ 8.5 36.5 CONTINUOUS WALKWAY 6 12 12 12 10 Shld ~~~-----------------------------------7 ------------------------- I ----------1 SIGN CD FSBT @ STA ""SR-73"" 12+16 • INSTALL BRIDGE MOUNTED OVERHEAD SIGN • ILLUMINATED (SEE ELECTRICAL PLANS) • CONTINUOUS WALKWAY •SEE STRUCTURE PLANS FOR ADDITIONAL MOUNTING DETAILS THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 I I , I 2 ' I , I I USERNAME -> $USER OGN FILE =)$REQUEST I POST MILES SHEET TOTAL DI ST COUNTY ROUTE TOTAL PROJECT NO. SHEETS 12 Oro 73 24.8 50 105 _________ 3/09/09'.<"'~c""'>- REGISTERED CIVIL ENGINEER ---... ~0:..:.:.s,0,..., ,. ' ,.,'<'-~/MARK J~~ ff ESPOSITO\~ w'.~O 69921 _/ rn PLANS APPROVAL DATE "' • "' f-:'::-':'=,':'-'-"'":"':::":"'::-:c:-:c-,--7 ii~ xp.~ / * -CITY OF NEWPORT BEACH . /' 3300 NEWPORT BOULEVARD t.i'tOF--;;__1~'-~ NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 The State of Collfornra or Its offloors ora9ents shall not be responslb/e for the occurocyor completeness of electronic coples of this ptonsr-t. Collrof/s now OOs a web s/le! To fJf!I to t!Y: Co/trans web site. go to: lttp-./ lwww.liGt.ca JJW ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN SIGN PLAN NOT TO SCALE I cu 00000 I EA OA9701 S-3 II II oo WW ee ee 33 "" WW e> •-oe l:;1c5" So " ' eo "0 a 0 Co "O ' 0 >-w CD ~ > 0 w w a: ~ w > f-w "" a: 0 w f- "" 0 ' :,: :,: V, V, ,>->-oCD w CD >-o 0 «w -'Z w ::,c, "' C u-u O> -'"' w u «w :,: uo u V 0 V, V :;: / "' f-C :,: O> <.:> .,_ V, V, / a: > w -> u 0 / • z Q. <.:> "' V, C 0 w L D r-/ D D "" u / V :;: 0 z 0 ~ ;:; -... "" -f-er "" a:'. ~ V, z / ... er .c -a: ~ w 0 f-V, --z w "-' ::, ::,; ~ -er ~ ... 0 0.. :,: "-' V, C ::, ' a. N ... --z "' er j N 0 ~ "' -~ ... u "' ~ "' 0 0 "-' N -' ... "' -It ' V, "' I ' ' l REMOVE Exist SIGN PANELS ~--------, ~--------,--_ ------, /I Bristol St J /I Jamboree Rd Ji (7_l)N0RTH I I )-v _NORTH_7~ / )-v ____ 7~)-v ____ 7~ 1 ; II /1 Ill II 1 1 II ;I Ill II 1 ; II ;! Ill II 1 ; II ;! Ill II 'i. INS/ALL G24-5(Mod} / INSTALL G24-6(Mod} 1 / / II IG78-1 (Mod}(Exist} 'i. 5O .. i ~istol St ,--i I Jomtltee Rd ~~-------------fJ(fl),;gUTHr-----1 I"""-. N RTH + __::-Ji+ ______ Ll_ ____ L_~ 12' 12' 4.5' I 28' I 1.5' I 9' I 4' J I NEW SIGN PANEL ' (NEW SIGN PANEL} ' ' ' I I 11, ! NI NII ~1 ~ ~I ~I elJ eiJ ~I ~I I 3' 12' 12' 12' 12' 11' 3' i I I i I I 01ST COUNTY ROUTE POST MILES SHNEfTI sTHOETE\Ls TOTAL PROJECT 12 Ora 73 24.8 51 1105 3/09/09 REGISTERED CIVIL ENGINEER --~~0:.:..:.s~N4 ," ' .,,q."' / MARK J ~ ""-i-§" f ESPOSITO\~ ====-=~--~11-.~~0. 69921 _I~ PLANS APPROVAL DATE t-::-::::-:'-":'::-'-:'=-::'::-::-::'-'::::-:-=-7 .i,: "P-913011.Q / * -CITY OF NEWPORT BEACH / 3300 NEWPORT BOULEVARD .s-'1-'€·'"'---;--".-, 1 ~,,,. NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 The State of CoNfornla or !ts office.rs oro9ents shall not be responsible for the occurocyor completeness of elecfronrc copies of this pion sheet. Co/trans re,, rt!s a web site! To 9et to lhe Co/Irons web site. go to: tltf):l lwww.dolmJJrN -r1-L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_r -r7------ I I I I If 3o"Dio x 15' CIDH PILE If 3o"Dia x 15' CIDH PILE u u I TYPE A-2 LIGHTWEIGHT OVERHEAD SIGN STA 182+78 FNBT NOTES: 1. Exist St, AND SIGN PANELS (TO REMAIN AS SHOWN} 2. REMOVE 3-Exist SIGN PANELS 3. INSTALL 2-NEW SIGN PANELS (TYPE A LAMINATED} 4. ADJUST LIGHT FIXTURES THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE IS IN lNCHES 0 ' ' ' ' ' 3 ' DGN FILE =>$REQUEST I USERNAME = > $USER ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN SIGN DETAILS NOT TO SCALE I cu 00000 I EA OA9701 S-4 . X X C "' D "' 0 V> " " / "' C "' ·x-"' / > D / • 0. "' C 0 L >-/ C, C, <( u / " " 0 0 :;: <( >-<( :r / JC 0: w >-V> w ::, w. w. 0 I V> ::, CL N "' N "' '" "' 0 N ' '" ' ,,., 0 >-w V> "' -> C, w w a: V> -w > >-w <( a: C, w >-<( C, I I V> V> ,>->-c,<D w "' >-c, C, «w -'Z w =><.:> "' u-u -'"' w <(W I uo u >-:,: "' "' 0: w > 0 z "' "' w C, ;z: 0 --... -"" 0 a.. V, ;z: ... "" -~ 0 -;z: = "" -"" ... a.. = Q ' ... -:z: "" • 0 ~ -_, ... u ~ 0 = -... -• V, 0 U') I ' ' G24-6 ' g.f' 1 00. 1" 13.3',' 22.6" 94" ' ' ' ' -----------------------------------J om bo1ee Rd 811 32" I I 11 2" 32" I I 11 2" 28' 6.0" Radius, 1.3" Border, White on Green; [Jamboree Rd] E Mod; Standard Arrow 8. 111 -- 1 3. 3" 0 ~- U') 9.311 -- 1 011 -- 9.3" G24-5 9.6" 67.3" 1 3.4," 20. 111 9.611 I , ' I B 11sto I St 27.4" NORTH + 4911 6.0" Radius, [Bristol St] 8" 24 11 12' 1.3" Border, White E Mod; [NORTH] E --- 16.5" ---6. 1" --- 29.4" on Green; Mod; Down Arrow 16.0" THIS PLAN ACCURATE FOR SIGN WORK ONLY. 0 ' ' -5.8" - 1 3,4" -4" - 22" RELATIVE BORDER SCALE IS IN JNCHES ' ' ' ' ' ' ' DGN FILE =c) $REQUEST IUSERNAME => $USER ---_...., .. , ' DIST COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I 73 I 24.8 52 105 3/09/09 REGISTERED CIVIL ENGINEER ---~~~otESS/oN ( . .. t ESPOSITO ~ PLANS APPROVAL DATE ~~~o. 69921 \ E 1-'C-'IT"'Y=o"'"F"'"'"N"E"w"p""o-'R"T-'-'-B-E_A_C_H __ .,_, -t< KP,913011 O * ;_ 3300 NEWPORT BOULEVARD ~~~ -""-~ NEWPORT BEACH, CA 92663 OF CALI<"''~ RBF CONSUL TI NG 14725 ALTON PARKWAY IRVINE, CA 92618 The State of Colffornro or fts officers or agents sholl not be responsible for the occurocyor completenf/sS of elec.tronlc copies of this plonsmet. Co/trans /"QI{ h:is o web site! To get to tte Ca/Irons web slle, go t0; tllp:I /w,,,wJiatJXJl}(>I ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN SIGN DETAILS NOT TO SCALE I cu 00000 I EA OA9701 S-5 X 0 >-w "' V, > 0 w w c,: V, w ;: I-w <t c,: 0 w I-<t 0 X I I Vl Vl '>->-o<D w "' 1-0 0 <tw -'Z w C ::,c, " "' u-u ~ _,vi w <tW I uo u 0 0 " c,: V V 0 I-() I / Cl 3'-c,: Vl / c,: > w > "CJ 0 / ~ z 0. Cl "' Vl C 0 w L C I- / C C <t u / V V 0 z 0 ~ ;; .... ... <t .... I-c= <t 0 ~ 0.. V, z / ... c= .c .... c,: ~ w 0 I-Vl .... z w ~ "' ::,; "-.... c= "-... 0 0.. I ~ Vl C, "' 0. 0 ... :z 0 c= j "' 0 ~ "' ..., ... u "" ~ "' 0 0 ~ N .... ' ... "' .... t ' V, "' -"' ;; " c,: 70 O> • <D 0 0 + 0 0 -_, 0 _, 60 ' ' 50 TOTAL LENGTH -155 00 - MEASURED ALONG WALL 20.00 135.00 H=4'-0"' H=5'-4" TOP OF WALL .-TOP OF SIDEWALK (BEHIND WALL) ' \ '-Elev 54.00 ---7-------- 20.00 4D.OO Elev 53.00 TOP O;J FOOTING (Typ) _"' _____ 40.00 LOL B.00 Cone LANDING w I--'z '-'-zo <t 0. ' Elev 52.50 -1- 40.DO 15.00 '" ;; " c,: C z w 0 0 + "' "' N 1/ /FG r\Elev 51.50 CONSTRUCT Con STAIRWAY, SEE FOR DETAILS "' "' ;; " er O> • <D 0 0 + 0 0 "' R-2 3 c_~ Elev FG\ 51.50 _ TOT AL LENGTH - 1 39 00 - MEASURED ALONG WALL LOL 35.00 20.00 40.00 44,00 H=5'-4" H=4'-8" H=4 '-0" H=3'-4" 8.00 Cone LANDING w I--'z '-'-zo <t 0. I ~! -+. 15.00 TOP OF _j FOOTING (Typ) TOP OF WALL- (BEHIND WALL) TOP OF SIDEW,7LK -,___ ,___ -7'x ' 96.00 28.00 "' "" -" " er 0 z w 0 0 + "' "' "' _, 0 _, Elev 51.00 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 24.7 3/09 ----------REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 53 105 The State of Co!fforn/o or Its officers oragents shall not be responsible for the or::curocyor comp/efeness r:J( electronfc copies of this pl<Jnst=t. Ca/trans mN ms a web site! To gel to tte Co/Irons web site. ,;;o to, ltlp;//wwwlfofQJ.t}W ABBREVIATIONS MIN MJNJMJN SPS S DATUM E!ev 40.00 40_,__--+---~--~--~--~--+---~--~-----------'==="--'--'-'--==--------------------------------- w z ...J: 100+00 _, Oo _, 0 -o "' "' \\li-~r ,_ 200+00 MIRROR ELEVATION HORJZ SCALE: 1 :20 255+00 END RW #191 LOL 102.00 Lt "J" 192"+90',00 "" .. '-'- '-" ANGLE POINT 240+00 .. RW #191 LOL--= ' 87.00 Lt "J" 192+90.01) VERT SCALE: 1 :5 CONSTRUCT Cone STAIRWAY, SEE R-2 FOR DETAILS 500+00 Be RW #193 LOL 102.00 Lt "J" 192+98.00 Cone LANDING __ ,._---· ,. ANGLE :PbINT "5"15+00 RI'( ~193 LOL s, 87 .00 Lt ~ 192+98.00 ... \, ""·--·---,- . .. :'jcgz-:---==-· . \ :•·-. • """"J..,.'\"t·9·3····· _, ,_,,,. \,,,.,: PLAN SCALE: 1 :20 RELATIVE BORDER SCALE IS IN INCHES 0 _, 0"' _, 0 I USERNAME => $USER OGN_ FJLE => $REQUEST METAL HAND RAILING PER SPPWC Std PLAN 606-2 (TYPE B) (Mod AS SHOWN w/ 4 HANDRAILS) TOP OF WALL Elev LINE TYPE 6B RETAINING WALL Vl 0. Vl z _, <t "' _, ::, 0 0 .,. SIDEWALK _, w "' " V c,: "' TYPICAL SECTION NO SCALE ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE 5HOWN RETAINING WALL PLAN NO. 191 & 193 SCALE: 1 "=20' R-1 I cu 00000 EA OA9700 0 0 ' 0 0 ' 0 0 X X C "" ~ N 0 0 " a: V V 0 u / 3!-a: / > "CJ / ~ 0. "' C 0 L ,_ / 0 0 <i u / V V 0 0 ;:: <i ,_ <i :l' / .c a: w ,_ U1 w :,; "-"-0 I U1 ::,; Q_ 0 0 "' "' "' "' 0 N ' O,· ' "' 0 >-w a:, V, ;: 0 w w a: V, w ;: r-w <i a: 0 w r-<i 0 I I U1 V, '>->-"'"' w a:, >--o 0 «w -'Z w :::,c., " u-u _,v, w <iW :,: uo u I-:,: ~ U1 a: w > 0 z Cl U1 w 0 z ~ -< -~ a. V, z < r,: -.... 0 -:z ...., "' -r,: < a. ...., Q < z r,: j 0 .... ~ < u .... 0 ...., -< -l!P V, RETAINING WALL NO. ~1 ~ #3 ,.._-, NOSING BAR WITH 1" CONC COVER (Typ) #4 @ 18" T~ PLAN 12" Typ 1" Typ #4 UNDER EACH RISER METAL HAND RAILING PER SPPWC Std PLAN 606-2 (TYPE Bl (MODIFIED w/ 4 HANDRAILS) \~ ETAINING SIDEWALK ALL NO. 1 93 7 . -METAL HANO RAILING (Typ) I EXPANSION JOINT __,____ I g ~ I o- L_--=u i---- 1 "' _, I I __ Ll., ______ _ ----~------------- STRUCTURE BACKFILL METAL HAND RAILING PER SPPWC Std PLAN 606-2 (TYPE A) I --------1 ________ J FG (BEHIND WALL) SEE "REINFORCED Cone STAIRS" DETAIL SECTION A-A REINFORCED CONCRETE STAIRWAY DETAILS NO SCALE ~ 0. ~ SLOPE 1½ R=1 /2" Typ #4 (TOT 4) NOTES: 1. ALL TREADS TO HAVE WARNING STRIPES PER CBC SECTION 1133B.4.4. REINFORCED CONCRETE STAIRS NO SCALE 2. Cone FINISH FOR EXPOSED SURFACES SHALL BE CLASS I, EXCEPT THAT TREADS AND LANDINGS SHALL BE TROWELLED SMOOTH AND GIVEN A FINE BROOM FINISH IN A DIRECTION PERPENDICULAR TO THE CENTERLINE OF THE STAIRWAY. THE BROOM FINISH SHALL BE BROUGHT TO THE NOSE OF THE TREADS AND LANDINGS. RELATIVE BORDER SCALE IS IN INCHES 0 MINOR Cone USERNAME ::) $USER DGN FILE => SREOUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24.7 54 105 The State of Cal!fomla or Its offfcers or-agents sh::111 not beJ respons!ble for the accurocyor completeness of electronic copies of this plan sheet. Cal/rans /1QN 005 a web sl/eJ To r,;et to It-., Col/rans web sl/~ 90 lo: !tip-./ /www.dot.ca1J(N ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN RETAINING WALL DETAILS SCALE: 1 "=20' R-2 cu 00000 EA OA9700 0 0 ' 0 0 ' 0 0 X 0 >-w "' v> > 0 w w 0: v> w > >-w <( 0: 0 w >-<( 0 X C ,>-"' oo:i >-u w "' 0 >-o 0 «w 0 -'Z w v> ::Jc, "' _, u-u <r -""' w <(W :c uo u <r 0 u / ~ " 0 u "' >-u :c C C) .,_ _, v> / "' > w > u 0 / ~ z " C) "' v> C 0 w L 0 >-/ 0 0 <( u / <r <r 0 z 0 ~ :;; ,_ ... <( ,_ >-"' <( 0 :r a. V, z / ... L "' ,_ 0: ~ w 0 >-v> ,_ z w ~ ::, ::Ii ~ ,_ "' ~ ... 0 a. :c ~ V, C, " CL "' ... N z 0 "' i "' 0 "' ~ ~ ... u "' ~ "' 0 0 ~ N ,_ '-... "' ,_ dr '-V, "' 7 L --- SEE LAYOUT SHEETS FOR MEDIAN.PAVING 6 PIN ELD- 8 MAG GEM 27 CIS COR. 19 BOU HYB 220 CUFT MULCH 2 In THICK -, , THIS PLAN ACCURATE FOR PLANTING WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 r-··- I / / 280 GAZ YEL 24 HEMHYB JAMBOREE ROAD -----_:-____ _ USERNAME ac) $USER DGN FILE ac) $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 REGISTERED LANDSCAPE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 9261 B 24.7 55 105 The State of Collfornlo or !ts officers or agents shot/ not be respans/b/e for the accuracy or completeness af electronlc cot,les of this pion sheet. Cal/rans naH /'r:Js G web site! To r;et lo Iha CaltraM web site, QG to, lttpd lwww.daf.ca.t)(N 1"J" LINE ,_ u ~ ti z 0 I") ,.__ I ,:,: V) m V) w z "' !" ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN PLANTING PLAN SCALE: 1 "=20' LS-1 I cu 00000 EA OA9700 0 0 ' 0 0 ' 0 0 ' ' C O> -0 N 0 0 V, --' V V 0 u / w 0. 0 u "' -0 C .,_ --' / > -0 / ~ 0. "' C 0 L >-/ 0 0 .,: u / V V 0 0 ;:: .,: >-.,: ~ / .c er w >-V, w ::, ~ ~ 0 I V, ::, CL V "' 0 "' "' "' "' 0 N '-"' '-"' 0 >-w a) V, > 0 w w "' V, w > >-w .,: "' 0 w >-.,: 0 ,>->-om a) w >-o 0 «w w --'Z ::, "' "' u-u --'"' w .,:w I uo u >-I "' V, er w > 0 z "' V, w 0 z ~ ,__ .. ,__ "' 0 a. V, z .. "' ,__ '-'-0 ,__ z ~ =-,__ "' .. a. ~ C .. z "' j 0 '-'- -' .. u '-'-0 ~ ,__ .. ,__ di V, I l ' i I I I }; '·1"· I i i I ! ! I ! ! I I 1: I i i ! r I I I ! I I I I j: "J" LINE f- uJ uJ 0:: f-Vl -' ·~···' V) 0:: !I) rri 0) \ ·.\ I \ \ \ \ \ "\ \ ' I I I I :1 I I L. '\ I I I ii 1 87 10 ITEC AP 1 04 CUFT MULCH 4 In' TH I CK I") r-- 1 0:: V) Cl z ::::, 0 !I) :,: >-::::, 0 V) , SEE ~RIDGE PLANS ,FOR SLOPE PAVING cl JAMBOREE ROAD 0 N ro 0 N r--- 0 N cl 1 89 (X) b N r--- 0 N SEE BRIDGE PLA FOR SLOPE • THIS PLAN ACCURATE FOR PLANTING WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 3 200 CAR EDU 1 90 , USERNAME "'> $USER DGN F /LE cc> $REQUEST l' ,, i I ! I !i I I I ;, i, i 1. I· I I I ! ' 1· I I I Ii I, 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, C 0 0 --, ~ ._--c ~ ..+ DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Or-a 73 REGISTERED LANDSCAPE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 24.7 56 1 OS The Stote or Co/ifomfo or rts officers orogents sW/1 not be respor,sfble Tor the occurocyor completeness of electronic copies of this pfonsteet. Collra11S roN oos a web slle!To l}l)f ta It,, Caltra!IS web site. I}() to, tltp,l lwww.dolaiJJ01 :,: f- 0:: 0 z f- uJ uJ 0:: f- V) -' 0 f- V) 0:: !I) F / _., A-1 i. L_ I I I I I I I I I I I 1· I I I ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN PLANTING PLAN SCALE: 1"•20' LS-2 cu 00000 EA OA9700 0 0 ' 0 0 ' 0 0 ' 0 >-w "' V, > 0 w w "' V, w > >-w .. "' 0 w >-.. 0 ' C '>-"' oai >-u w "' "' >-o 0 0 -<w w 0 -'Z V, :::Jc, "' _, u-u V _,v, w .,:w I uo u V 0 u / w 0. 0 u w >-u I C C) ,,_ _, "' / "' > w > u 0 / ~ z 0. ~ w C V> 0 w L 0 >-/ 0 0 .. u / V V 0 z 0 ~ ;; ,_ < .. ,_ >-"' .. 0 ill 0.. V, z / < "' J::. ,_ "' ~ w 0 >-V, ,_ z w = ::, ,. "-,_ "' "-< 0 0.. I = V, 0 ::, a. ~ < V z 0 "' I "' 0 ~ "' ~ < u "' ~ "' 0 = N ,_ ' < "' ,_ It ' V, "' N ' "' _, >-w w I "' 0 >- I u >-.. "' ~ .,.. ~ "' l" I >-0:: 0 "' z '- >-"' w >-w >- 0:: u >-"' _J 0 ;f.:z: >-"' 0:: I ro " i I I ;I 1 91 ;. / / I I l I I ! I I I !-i I I I I I I I I I 1-I L ..... I L ___ '--' CIT'!\ TCE , • "'r L i __ i -i -I __ : -! --! __ I _ _i, __ "-i __ ! ______ : 4 20 c;-.z-n:c 27 HEM HYB JAMBOREE ROAD / 16 MAG GEM 1120 CUFT MULCH 2 In TH LCL ... +H·HOS IRE SEE---lc-A-¥0UT SHEETS FOR MEDIAN PAVING CITY R/W TREE REMOVAL DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 REGISTERED LANDSCAPE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 9261 B 24.7 57 105 The State of Col!forn!o or Its orncers orogents slrJ/1 not be responslb/e for the occurocyor completeness rJf e/eclronlc copies of this pion sheet. Col/rans fl(M tris o web site.! Ta get lo trt! Co/trans web site, qr; to, fit{):/ /www.tfofmJ}(N ),! "J" LINE 1 ;1 rrr1==,= ,~= 'J'~"'✓'e",~= ,='""' ,-✓'.""=~'""' ,~•-:~-r.s="==,~= ,=,==~ __ 7 •~.*==_=~= .===~·l",,l,=,,_=1,---1' I )0(. I "" 0 EXISTING TREES PROTECT IN PLACE X EXISTING TREES TO BE REMOVED FROM MEDIAN THIS PLAN ACCURATE FOR PLANTING WORK ONLY. RELATIVE BORDER SCALE !S IN INCHES 0 3 USERNAME -=> SUSER DGN FILE => sREaUEST NO SCALE ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN PLANTING PLAN SCALE: 1 "=20' LS-3 cu 00000 EA OA9700 0 0 ' 0 0 ' 0 0 X X C "' " f-v, _, a. V V 0 u / w 0. 0 u "' " C .,_ _, / > D / g_ "' C 0 L ~ D D <( u / V V 0 0 / <( f-<( fr / .c "' w f--v, w ::, "-"-0 I V, " a. "' "' 0 "' "' D >-w V, "' -> D w w "' V, w > f-w <( 0: D w >-<( D '>->-am "' w >-a D «w -'Z w :Jc, "' u-u --' V, w <(W I uo u >-I '-' iii "' w > 0 z '-' V, w C z ~ -"" -"' 0 a. V, z "" "' -~ 0 -z w "" -"' "" a. w C ' "" z "' I 0 ~ -__, "" u ~ 0 w -"" -• V, I I I I DIST COUNTY ROUTE rJ'r°ZLT PMRJoLJlcr lsHNEl_1 TOTAL SHEETS 12 Ora 73 24.7 I 58 105 ABBREVIATIONS APPLICABLE WHEN CIRCLED: t,.tlDSCAP[ REGISTERED LANDSCAPE ARCHITECT ~1,.,,~\ ~-Jo,_-1-?e; ~------------AMEND -amendment MAX ---maximum (D-Quantities shown are "per plant" unless I ' MULCH jf ,.,.., ... ~ 'i<"' •zfs .+,ro~ ~ B & B -balled and burlapped MIN ---minimum shown as area application rotes. : I {THICKNESS AS SHOWN ON PLAN) -':\ CLIFT --cubic foot PLT ESTB -plant establishment 2 -Sufficient to receive root ball. L ____________ ' I S,gnature PLANS APPROVAL DATE {t H~~.-.!:·Jo~o l} ,_ DIA --diameter PVMT --pavement 3 -Does not apply to mulch areas. EA --each R/W ---r-ight of way ©-As shown on plans. CITY OF NEWPORT BEACH ¾-1: =-I<,.~"<-3300 NEWPORT BOULEVARD SF ---state furnished 5 -Unless otherwise shown on plans. f' OF W.\~,:; Ft --foot NOTE• NEWPORT BEACH, CA 92663 GAL --gallon SOFT ---square foot 6 -See detail. TAB ---tabletCsJ 7 -See Special Provisions. Underlined portions of botanical name indicate RBF CONSULTING In --inch 14725 ALTON PARKWAY @-Quantities in cubic feet abbreviations used on Planting Plans. LB --Pound TRVD --traveled unless otherwise shown. IRVINE, CA 92618 The State OT Colffornfo or Its offfcers orar;ents she!// not be responsfble for tte occuracyor completeness of electronic copies of this ptonshetJt. PLANT LIST AND PLANTING SPECIFICATIONS Ca/trans flON ms o web site! To ~ to //1, Coll rans web site. go to: tttp,l /wwwlial,1XJfJW PLANT PLANT QUANTITY HOLE SIZE BASIN IRON SOIL COMMERCIAL BASIN PLANTING LIMITS GROUP No SYMBOL BOTANICAL NAME COMMON NAME SIZE EACH {Inch) TYPE SULFATE AMEND FERTILIZER CD MULCH STAKING MINIMUM DISTANCE IF ti FROM ON REMARKS CD CD® CD® TRVD PVMT FENCE WALL PAVED EARTH CENTER OIA DEPTH PLANTING PL T ESTB WAY DITCH DITCH IF ti A 1 " HEMEROCALLIS HYBRID {YELLOW) DAYLILY 1 GAL 51 12 12 --0.5 0.25 LB - --- - - - --2.5 © SHRUB 2 0 ROSMARINUS OFFICINALIS 'IRENE' SPREADING ROSEMARY 1 GAL 173 12 12 --0.5 0.25 LB --- -- - - --4.0 GROUND COVER 3 @ BOUGAINVILLEA HYBRID 'OOH LA LA' DWARF BOUGAINVILLEA 5 GAL 79 1 8 18 --1.0 0. 75 LB - ---- - - - -5.0 SHRUB B 4 0 CISTUS CORBARIENSIS WHITE ROCKROSE 5 GAL 87 1 8 18 --1.0 o. 75 LB - --- - - - - -5.0 SHRUB 5 @ TECOMARIA CAPENSIS CAPE HONEYSUCKLE 5 GAL 10 18 18 - -1.0 0. 75 LB - -- - -- -8.0 -8.0 @) SHRUB 4 CLIFT/ 5 LB/ F 6 ~ GAZANIA 'SPREADING YELLOW' SPREADING GAZANIA IN FLATS 700 --- -- - - - -0. 75 GROUND COVER - --1 DO SOFT 100 SOFT - H 7 ~ CARPOBROTUS EDULIS HOTTENTOT FIG CUTTINGS 200 --- - 4 CUFT/ 5 LB/ --- -6 6 4 --1.5 GROUND COVER 100 SOFT 1 DO SOFT B. > MAGNOLIA GRANDIFLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA 24" BOX 24 48 24 II -2.0 1. 75 LB -1.0 X ------15 © T 11 R 1 EE-CENTER ACROSS K W 0TH OF Pl ANTrn e--' 24" BOX © T"R,,EE -c_ ;;E,NToER, AJT>CROSS 9· 0 PINUS ELDARICA ELDARICA PINE 11 48 24 II -2.0 1. 75 LB -1.0 X ------45 w TH F AN R r,A • > • , '1'v~, C------ SPRINKLER SCHEDULE IRRIGATION EQUIPMENT LEGEND HEADS: TORO MODEL 570Z -12P -XF -COM BACKFLOW PREVENTION: EXISTING PROPOSED FEBCO MODEL 825Y RP 1M 1 _, ~ WATER METER NOZZLES: TORO MPR PLUS SPRAY, IN THE FOLLOWING CONFIGURATIONS BATTERY OPERATED CONTROLLER & ACCESSORIES: C, <J l><J BACKFLOW PREVENTER ASSEMBLY RAIN BIRD MODEL TBOS2CMUS 1-1 □ REMOTE CONTROL VALVE DESCRIPTION RAIN BIRD RAIN SHUT OFF DEVICE MODEL TBOSRAINSO _, ~ ~ QUICK COUPLING VALVE RADIUS SPRAY PRESSURE OPERA TING PRESSURE VALVES & ACCESSORIES: r\ ,_, 0 IRRIGATION CONTROLLER SYMBOL (FT) PATTERN COMPENSATING (PSI) GAL/mln RAIN BIRD REMOTE CONTROL VALVE MODEL 100-GB RAIN BIRD POTTED LATCHING SOLENOID MODEL TBOSPSOL PLASTIC PIPE {SUPPLY LINE)(MAIN) '+' 8 0 X 30 .29 ----· RAIN BIRD QUICK COUPLING VALVE MODEL 3RC -----PLASTIC PIPE {SUPPLY LINE)(LATERALI V 8 H X 3D .50 C, ' PIPE: 10 Q X .40 30 SCHEDULE 40 PVC LATERAL PIPE \)' 10 H X 30 . 71 SCHEDULE 40 PVC MAIN SUPPLY PIPE (11/," ANO SMALLER) CLASS 31 S PVC MAIN SUPPLY PIPE (2" AND LARGER) VALVE CODE \jl 12 H X 30 1.09 CONTROL WIRE: 'v 15 H X 1.65 RCV SIZE 30 UF 600-VOLT DIRECT BURIAL COPPER WITH PVC INSULATION IRRIGATION CONTROLLER X IN BOX DENOTES REQUIREMENT ABBREVIATIONS VALVE BOXES: wW CONTROLLER STATION ., F ---fullclrcle RECTANGULAR PLASTIC -1 B"L x 1 2"W X 1 2"0 ·-o• GPM F /P --full/part circle .. NOTES: ROUND PLASTIC -1 O" DIAMETER AA FT---feet II U QUANTITY OF SPRINKLERS {WHEN SHOWN) I. If a pressure compensating device is specified, GAL/min-gallons per minute 00 WW the discharge and radii shown reflect its use. H --half crrcle oe ee P --port circle 00 2. Swing Joints required adjacent to curbs, "" * ( 2½" -A-2 -40 ':-60) PSI -pounds per square inch .. and concrete paving. 0 ~-quor-ter circle WW e> T --third circle .:;;:: * VALVE CODES FOR EXISTING VALVES TO --three quarter circle PLANT LIST & ~ ARE SHOWN IN A DASHED ENCLOSURE. TT --two thirds clr-cle '0 So SPRINKLER SCHEDULE " ' ~g NO SCALE a ' THIS PLAN ACCURATE FOR PLANTING & IRRIGATION WORK ONLY. LS-4 Oo "0 RELATIVE BORDER SCALE 0 ' 2 i USERNAME -> $USER cu 00000 EA DA9700 IS IN INCHES ' ' I ' I ' DGN FILE "> $REQUEST I I I I ' 0 >-w a, ~ > 0 w w "' Vl w ;: f---w < 0: 0 w f---< 0 ' C ,>-O> c,aJ >-u w a, 0 f---c, 0 <w 0 ---'Z w 0: ::, '-' "' u-u V __,v, w <W I uo u V 0 u / ~ 0. 0 u ID f---u I C '-' ~-;;:; ..., / 0: > w > u 0 / ~ z 0. != ID C Vl 0 w L 0 f---/ 0 0 < u / V V 0 z 0 ~ ;; >--<C < >--f---"' < 0 ii' 0.. V, z / <C "' .c >-- 0: ~ w 0 f---Vl >--z w ~ ::; "" .... >--"' .... <C 0 0.. I ~ Vl C ::; (L V <C 0 z ;; "' § 0 Vl ~ -' <C u '" ~ "' 0 0 ~ N >--' <C '" >--It ' V, "' NOTES: 1. * INSTALL IC 'AA' & 'BB' IN RCV BOX, 2, INSTALL WATER METER AT EXISTING SERVICE STUB OUT IN MEDIAN. 3, IRRIGATION SUPPLY PIPE SHALL BE 1" UNLESS OTHERWISE SHOWN, 1"-'BB'-2-12 1"-'BB'-1-12 * THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY. RELATIVE BORDER SCALE IS lN INCHES 0 2 3 USERNAME => SUSER OGN FILE => SREOUEST DI ST COUNTY ROUTE POST MI LES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Ora 73 24.7 59 105 REGISTERED LANDSCAPE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 Tm Stote of Colffornfo or fts officers oror;;ents shall not ba responsible for the occuroeyor completeness of electronfc copies of this pion sheet. // Co/trans now 1¥:Js o web site! To g,,rto /k Co/Irons web slle.. l}O to, /tip:/ /www.dofmlJ(N ,"J" LINE cu 00000 EA OA9700 w z ..., IR-1 N ' "' f---w w I V, 0 f--- I u f---< :,; 0 0 ' 0 0 ' 0 0 X ' C "' " N 0 0 0: V V 0 u / ID 0. 0 u "' " C .,_ _, / > " / ~ 0. "' C 0 L >-/ 0 0 <( u / V V 0 0 ;:: <( >-<( ~ / ,:: 0: w >-Vl w ::, "-"-0 I V> ::, a. ,,,., ;:; V, "' '" 0 N ' "' ' ,,,., 0 >-w <D V, > 0 w w 0: V, w > >-w <( 0: 0 w >-<( 0 ,>->-o<D <D w >-a 0 «w w -'Z "' :Jc, u u-_, V, w <(W I uo u >-I C> Vl 0: w > 0 z "' Vl w 0 z ~ f--< f--"' 0 0.. V, z < "' f-- ~ 0 f--z Lu "' f-- "' < 0.. Lu C, < z "' j 0 ~ ~ < u ~ 0 Lu f--< f--t V, ' 0: >-w w I Vl 0 >- J 0 rn \ \ I I I \ ',\ I I I I I I ,I I i I ,, i :\ Exist 11 1N ~ WATER Jhrn !REC LpCA T~ID A i NB ON R~~p AT SAN DIEG CREEK' AND, MACARTHU : ' ii w z _, "' ff' ( I '( :1 I 1-· ' I I I I • EXTEND 3" GSP WA l'0 \.~,' ER LINE ON BRIDGE rn 187 "J" LINE OULEVARD I") r-- 1 a: V1 0 z :::, 0 a:, :c f--:::, 0 V1 ! SEE BRIDGE PLANS FOR \SLOPE PA~ING I 0 N ro 0 N r- 0 N w z ' •, 46-13 ',, C\7;:"-J!C:2 ~~r~- :::=1 Y<""-}l:::: 2 :il) :;'-'-~ ~1 y~-]:: 2 ~21-=(~'--'-- 8 ~4}~~21 -~~C'--'----, cp 35-10 0 N r- 0 N SEE BRIDGE PLA S FOR SLOPE 'PAV! G ---------------------------·--· ---------------------"" -------------""""'" . ........ '"- JAMBOREE ROAD .. --EXTEND.-3' GSP ATER LINE,--4" GSP WATER L NE AND 2" GSP CO DUIT ON BRIDGE THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY, RELATIVE BORDER SCALE !S IN INCHES 0 J USERNAME => $USER OGN FILE ac) $REQUEST I ... T -'---_ I I I I I __ _ I 190L ,= u i'. 1, J, I I I i; I I I 1, I' C q 0 't""'"T ~ ..--,- ..--,-- DI ST COUNTY ROUTE POST Ml LES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 24.7 60 105 REGISTERED LANDSCAPE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSULT ING 14725 ALTON PARKWAY IRVINE, CA 92618 The State of Collfornfo or lts offlcers oroqents shall not be responsfble for tte ocr;urocyor c;ompleteness of etectron!c copies of this plonsroet. Ca/Irons {l(A¥ trJs a web sJ/eJ To 9eJ lo tte Ca/Irons web sl/e, go to, /#p;//www.liofr.a.lJO{ w z _, :c f--a: 0 z f--w w a: f-- V1 _, 0 f-- V1 a: a:, I I I : t ' ! I I I I i I 1--- 1 I· I j I L I I L: ----\ I I . I__ I ----- ,,,., ' --------------a:: = 1 r'\ 1 "" ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN IRRIGATION PLAN SCALE: \ "=20' IR-2 cu 00000 EA OA9700 0 0 ' 0 0 ' 0 0 X 0 >-w a, u, > 0 w w a: u, w ;: f--w <( a: 0 w f-- <( 0 C ,>-O> >-1J c,aJ aJ w "' f--c, 0 0 «w w 0 ~z "' a: :::Jc, u-u V ~"' w <(W r uo u V 0 u / ID "' a u w f--1J r C "' ~-~ "' / a: > w > 1J 0 / ~ z "' "' w "' C a w '-0 f--/ 0 0 <( u / V V 0 z: 0 0 ;:; -< <( ->--cc <( 0 :r a. V, z: / < cc .c -a: ~ w 0 >--"' -z: w w ::, ::,; "--cc "-< 0 a. r w "' Q ::, (L N < N z: ;;; cc j 0 ~ "' -' < u '" ~ <lb 0 ii 0 w N -' < '" -di ' V, "' N ' a: f--w w r "' 0 f-- r u f--~ ~ ~ ~ w z ~ N !" I r- 0:: 0 z r-w w 0:: r- (/) ...J 0 r- (/) 0:: 0:, I I I I' I'. I I I:• I I ! i I 'a, I ''-I 19' l '>-i 11- ! :Y I I I I ! !: ,J;r 'I~, .! ,.___ / ' ' ' ' I / ' ' '.\:--., /> .:,._ - - - -------- - - - ---- - ------- - - ---- ---- -------- - -- /_/ /, i DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 REGISTERED LANDSCAPE PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSULT ING 14725 ALTON PARKWAY IRVINE, CA 92618 24.7 61 105 The State of Collfornro or Its ofrrcers oragenls shall not be responsfble for the accuracy or completeness of e/ectronlc copies of this plan sheet. Ca/trons flON trJs a web site! To l}(il la tre Callra11S web site,(}() /0: ttlp,//www.dol.t.XJf/W ---------------------------------------------------------- ,:;, ______ {c"'") rt~~<J-1 ~-:----------------:'.'"T~?}=--~--_, ___ "' -------······-················ -~ "J" LINE t._ _ _:.:-:::-:..__;:_-.::,:::·:___:·.:."=---==--------::,._------~------,------~-------c---·-·-' • ' ' ' ',,,, '"~ ",_ -. . .... \..... ·'--- . -"-- PROTECT IN PLACEt!----EXIST IC 'UNIK' 1 STA 3_ STA usrn· _ --:: __ -_ -... ---------------------------------------------- ;(··; PROTECT IN PLACE JAMBOREE ROAD ----EXIST 1" WM, 2'.t·BPA,-3-QCV -"-----------------------------------------------·----------------'-"', ,, --------·~··· -_--·· _ •• ---••••••••• ·-.... ---·--···-····· CITY--R-/W--.L.°-__ -_ -----------------------------------., PROTECT IN PLACE EXIST RCV: CT R/W. ~-~C) .l' L-:.Y!i I~ -_3:. ~ :_; ~-·~@~, -~~1 Y.t'..'.-JJWK -....?=.3] :_; ~----~C1Y-L-JJtiJK-J =-21] THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY. RELATIVE BORDER SCALE IS !N !NCHES 0 3 USERNAME => $USER DGN FILE =c) $REQUEST ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN IRRIGATION PLAN SCALE: 1 "=20' IR-3 cu 00000 EA OA9700 0 0 ' 0 0 ' 0 0 X 0 >-w "' "' :;: 0 w w er "' w > >-w <( er 0 w >-<( 0 X '>->-C oro ro "' w u >-o 0 <tw -'Z w 0 =><.:> "' "' u-u >--'"' w .,. <(W :,: uo u .,. / a u ~ >-f-:,: u <.:> w ~-"' w er / w > > u 0 / z • <.:> 0. "' ,,, C w a 0 ~ >-/ 0 0 <( u / .,. .,. 0 z 0 0 ;;; -< <( ->-"' <( 0 if 0.. V, z / < .c "' -er ~ w 0 >-"' -z w '"" :, "' "--"' "-< 0 0.. :,: '"" "' c:, :, Cl. .,. :': 0 z "' j .,. 0 ~ "' __, < u "' ~ "' 0 I 0 '"" N -' < "' -t ' V, "' PHASE DIAGRAM 01 02 03 04 NOT ~ NOT 11 USED USED -----_) NOT NOT USED USED 05 06 07 08 LEGEND VIDEO DETECTION ZONE ... VIDEO DETECT ION CAMERA -----------rT~-----!-- ------------------------------ Exist 11/z''C. INSTALL REPULL Exist SIC. Exist 11/,"C, INSTALL 2-DLC & 2#10(SIGN LTG). REPULL Exist DETAIL "A" sp(SCE HANDHOLE) 2" C, 3#6 I SERVI CE ) DETAIL "A" PROP R/W _____ E_X__l21:__l:l!i ____ _ ----MOUNT @ 17' -------------------- 16' VAR 185 \ 84 ,--200' TO x-WALK _ 12' 2 l 2U 1" _ .\:::-4-' 1 2' NOTES THIS SHEET: 1. FOR CONSTRUCTION NOTES, DETAILS AND SCHEDULES, SEE SHEET E-2. BRISTOL STREET SOUTH :::, ... ::, "' 13 2"C,3-DLC LOOPS Exist 11/2"C. INSTALL 3-DLC 9 4 12' DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 24.7 ====~=----3/0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 9261 8 62 105 The State of California or Its o-rflcers ora<,;ents shall not oo resp,:;nslb/e for fl)e accuracyor completeness of electronic cop[es of fhfs plans/Jeet. Ca/Irons OOH h3s a w/Jb site! To gffl to /he Cot/rans web site. 90 to, tttp,/ lwww.tJolJ;()l}(I{ 230'TO X-WALK 9 --➔ ~ 6J4U 10 LOOPS 4 :_.;i PB= R ------;~ --:~ ---l: ~ .... Ll ------ ~ 6J2L t 6 LOOPS AB 12' 187 12' 12' 12' 12' 12' J ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN IN SIGNAL AND LIGHTING THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1"=20' E-1 RELATIVE BORDER SCALE IS IN INCHES 0 , 3 DGN FILE =)$REQUEST I USERNAME => SUSER CU 00000 EA OA9700 IL II 88 cc cc 33 cc C O> u N 0 u, 1-.,. .,. / 0 u C. .;-u (l) ~-w / > ;l ~ 0. ~ C 0 C. 1-/ D D <( u / .,. .,. 0 0 :;; <( I- <( ~ .c er w t-u, w :, "-"-0 I u, :, a_ "' .,. "' "' "' 0 N ' "' ' "' D >-w CD u, > D w w er u, -w > I-w <( er D w I- <( D w I-, '-' :, ,,_ O<Il >- w <Il 1-0 <Cw D --'Z w :::>c, "' u-u ...,.,, w <(W I uo u I-I :: u, cr w > 0 z "' vi w D :z ~ .... ... .... "' 0 0.. V"> :z ... "' .... ts .... :z '-" :::, .... "' ... 0.. '-" C ' == :z "' I 0 !:!:: ~ ... u ts '-" .... ... .... l!P V"> I I I CONSTRUCTION NOTES (SHEET E-1 ) 1 . TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THE MAY, 2006 STATE OF CALIFORNIA STANDARD PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS, AND THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 0 MODEL 170 CONTROLLER ASSEMBLY AND TYPE 332 CABINET. REMOVE FOUNDATION. FURNISH AND INSTALL NEW MODEL 170E CONTROLLER ASSEMBLY REMOVE AND SALVAGE EXISTING AND TYPE 333 JP CABINET COMPLETE AT NEW LOCATION SHOWN. INSTALL NEW VIDEO DETECTION SYSTEM INCLUDING 8" TO 10" MONITOR, RELOCATE BATTERY BACK UP SYSTEM (BBS) TO NEW LOCATION SHOWN. FURNISH AND INSTALL NEW BATTERIES IN RELOCATED BBS SYSTEM, 0 REMOVE AND SALVAGE EXISTING TYPE 111 SERVICE EOUIPMENT ENCLOSURES (2 EA). REMOVE FOUNDATIONS, INSTALL NEW STAINLESS STEEL 120/240V TYPE I I I -CF METERED SERVICE EOUJPMENT ENCLOSURE. 0 RELOCATE POLE AND EOUJPMENT (UNLESS SPECIFIED AS NEW) COMPLETE, INCLUDING SIGNS TO NEW POLE LOCATION@, REMOVE FOUNDATION. 0 RELOCATE POLE AND EOUIPMENT (UNLESS SPECIFIED AS NEW) COMPLETE, INCLUDING SIGNS TO NEW POLE LOCATION@, REMOVE FOUNDATION. 0 REMOVE EXISTING PULL BOX. JOIN EXISTING CONDUIT WITH NEW. [2J REPLACE EXISTING PULL BOX WITH NEW No. 6 PULL BOX. 0 FURNISH AND INSTALL SIGN AS NOTED. 0 FURNISH AND INSTALL 3" CONDUIT WITH 12PR #19 SIC TO CONTROLLER CABINET AT BRISTOL STREET NORTH (APPROX. 5DO' CL TO CL), ~ FURNISH AND INSTALL 3#10(SJGN LIGHTING CONDUCTORS) IN EXISTING 11/," CONDUIT TO EXISTING OVERHEAD SIGN LIGHTING STRUCTURE (APPROX. 320' FROM CROSSWALK), ~ EXISTING 11/," CONDUIT AND 12PR #19 SIC TO CONTROLLER CABINET AT BAYVIEW AVENUE. @] FURNISH AND INSTALL HERJS (OR CITY APPROVED EDUAL) VIDEO DETECTION SYSTEM ON LUM I NA IRE MAST ARM WITH CABLE FROM VIDEO DETECTION CONTROLLER TO EACH CAMERA AS SPECIFIED BY THE MANUFACTURER. ~ NEW LOOPS SHALL BE TYPE E. PRESENT LOOPS SHALL BE SPACED 10' APART AND SHALL EXTEND 1' INTO CROSSWALK OR LIMIT LINE, 14, ALL NEW CONDUITS SHALL BE TYPE 1. 1 5, ALL NEW PEDESTRIAN INDICATIONS SHALL BE INTERNATIONAL TYPE WITH L.E.D. INDICATIONS (TYPE I I). B FURNISH AND INSTALL NEW 3M OPTJCOM PRE-EMPTION 722 (OVAL) SERIES DETECTORS, 752 PHASE SELECTORS, AND 138 CABLE. EXISTING PHASE SELECTIONS SHALL BE SALVAGED TO THE CITY. • CONDUCTOR SCHEDULE • POLE AND EQUIPMENT SCHEDULE AWG CIRCUIT I' 8 8 14\ "~ ;, POLE STANDARD VEH SIG MTG PPB 12 csc VEHICLE SIGNAL 2 3 5 4 3 11 PED SIG PLACEMENT HPS TYPE SIG M,A LUM M.A. M.A. POLE MTG JI/ ARROW A B LUMINAJRE 3 csc PPB 1 2 1 4 0 29A-5-70 55' 15' 3-MAS SV-2-TA -- -EXISTING 250 W "10 LUMJNAIRE 2 2 2 ® 26-3-70 40' 15' MAS SV-1-T SP-1-CS --EXISTING 200 W #10 SIGN LlGHT]NG 2 2 © -4 EXISTING 16 CAMERA 1 IA ---TV-3-T --VIDEO POWER 1 ® 26-4-70. 40•• 15' • 2-MAS.., SV-1-T& SP-1-T"-4 ... 3' 200 W • CABLE -13' SV-2-TA TOTAL 2 © SP-1-TA ~2 IA ---TV-1-T --EXISTING -B B ~4 6 6 6 0 ... --.... 13' 3' DLC PPB POST - ----~5 3 3 @ IA• TV-3-T.lt. sP-1-cs"' 6 ... 4' 3' B 9 6 17 -----TOTAL EVP CABLE 1 ■ ALL EQUIPMENT EXISTING UNLESS NOTED: (•}= RELOCATED, (A)= NEW 12PR #19 SJC(REPULL EXISTING) 1 1 CONDUIT SIZE (EXISTING) ,½ .. 12½· ' 3" 3~ 3" ~" .. PERCENT FILL 22 32 44 48 31 30 ■ INSTALL NEW CONDUCTORS THROUGHOUT UNLESS NOTED OTHERWISE. csc = CONDUCTOR SIGNAL CABLE ... = NEW CONDUIT THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0 ' 2 3 USERNAME =>$USER JS IN INCHES I ' I ' I ' ' OGN FILE=> $REQUEST I I I DIST COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 24.7 63 105 3/09/09 -,~'•'"''''•,,; REGISTERED CIVIL ENGINEER § MARK ""~ :J CSPOS1 TO ; ~ !No. 69921 IE PLANS APPROVAL DATE CITY OF NEWPORT BEACH • ~p.9/30/10 * - J',-CIVIL ._. 3300 NEWPORT BOULEVARD 4't OF CALI~'\ NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 Tf'e State of Collfornra or Its officers or agents shall not 00 responslble for tt,,;, occurocyor completeness of electron!c copies of this planst=t. Co/trans no.v ms a web sile! To gel to the Co/trans web site, 90 to, tiff):./ /www.dol.tXJJ}(H DETAIL "A" 0 RED 05 @ YELLOW @ GREEN ~ SIGNS - - - R3-3 A - - - WW "' <-Cc •• AA II U 00 ALL DIMENSIONS ARE IN ~~ FEET UNLESS OTHERWISE SHOWN 00 "" "" SIGNAL AND LIGHTING WW "' <-Cc ~ zo ~o _, ~o •o E-2 e 0 NO SCALE ~o "O I cu 00000 I EA OA9700 X X C "' ~ "' 0 Vl ,_ .,. .,. / 0 <) L +-<) Q) ~-w / > lJ / • 0. "' C 0 L >-/ D D <[ u / .,. ... 0 0 ;; <[ >-<[ ~ / .c 0: w >-Vl w ::, u. u. 0 I Vl ::, (L "' N .,. "' "" "' 0 N ' "' ' "' >-<D D w Vl -> w 0: w >-<[ D ,_ '--' '>-o<D w >-o <tw --'Z :,c, u-_JV, <[W uo >-I '--' vi 0: w > 0 z Cl Vl w D z: ~ -... -a: 0 a.. V, z: ... a: -~ 0 -z: ~ ::,; -a: ... a.. ~ Q ' ... -z: D w V, -> w 0: w >-<[ D >-<D D w "' u w I u a: j 0 ~ -_, ... u ~ 0 ~ -... -di V, PHASE 01 02 NOT USED J ----- 05 06 J ' ' .T . .... .... T ) ,,, NOTES THIS SHEET: I DIAGRAM 03 NOT USED NOT USED 07 4 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' 04 NOT USED NOT USED 08 2"C, 2 SEE SHEET 8 LOOPS~ ' I BRISTOL STREET NORTH ---LEGEND ---VIDEO DETECTION ZONE - -... VIDEO DETECTION CAMERA 12' [iic(PB 12' 12' 1c;p ' ,,+----2"C,2 #6(SIGNAL),2 010(LTG),2 #12(11SNS) DETAIL "8"02 • • 116]¢2, 5 EVP---<J-1-~7 :177/,' rExist 2"C. INSTALL 2 #6(SIGNAL) IL'.J, 2 #10(LTG) ,2 012( I !SNS) 1, FOR CONSTRUCTION NOTES, DETAILS AND SCHEDULES, SEE SHEET E-4, THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 ' ' I 2 I 3 ' OGN FILE :c)$REOUEST I USERNAME -) SUSER -I I "-" --- ~-~ I -1 12' 12' ' I DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 24.7 64 1 05 3/09/09 - -RE_G_J_S T_E_R_ED_C_I _V _J L-EN_G_I-NE-ER --~,,_oFES 5 lo,_,4 ?~'~,,, :J'l ts"p~\ r rci\. z. ~.~o. 69921 ] EJ) PLANS APPROVAL DATE f-C-'I..:T:.:.Y:.:.O:_F::;_;_N:.:.E::.W:.:P:cO..;R:.:.T:.:.B:..E_A_C_H __ -'I\ {I. "P·9130/.o/ * ,-- 3300 NEWPORT BOULEVARD .r-':i C~L ..,.,. ~ OF CA.Llf~ NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 9261 B Tte State of Colrfornlo or !ts officers orogents shall not be responsible for the occurocyor completeness of electron!c copies of this plonsroet. Ca/tram; f'l()N has o web site! To get to 1173 Colfrt11lS weO 5//e. I}() lo, fltP:l lwww.tJotro.qw A~ b 6J3U D 6J2L 285'TO q 6J2U X-WALK ~ "J" LINE 1~4 fi1 ' ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN -➔ SIGNAL AND LIGHTING SCALE: 1 "=20' E-3 I cu 00000 I EA OA9700 C "' u V 0 V) ,_ V V / 0 u L +-u " ~-w / > ;J ~ a. "' C 0 L ,_ / D D <( u / V V 0 0 ;; <( ,- <( :r / .c °' w ,- V) w ::, "-"-0 :,: V) "' '" 0 N '-"' '-"' D >-w V) a, -> D w w °' V) -w > ,-w <( °' D w ,- <( D w ,-, '-' ::, '->-c,a> >- w <D >-o 0 «w -'Z w :::,c, "' u-u -""' w <(W :,: uo u ,- :,: ~ V) °' w > 0 z "' ;;; w 0 :z ~ -.. -~ V, :z .. °' -~ 0 -:z Lu ::& -°' .. 0.. Lu C ' .. -:z °' j 0 ~ --' .. u ~ 0 ii Lu -.. -It V, ' I ' ' DIST COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT NO. SHEETS CONSTRUCT! ON NOTES (SHEET E-3) 12 Ora 73 24.7 65 105 1 . TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THE MAY, 2006 STATE OF CALIFORNIA 3/09/09 ---'i',,.o~,o~4 STANDARD PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS, AND THE 2006 CALIFORNIA MANUAL ON UN I FORM REGISTERED CIVIL ENGINEER c" ' TRAFFIC CONTROL DEVICES. ,,_'<' MARK,~• !i '-"""Pns, TO ';_ 0 REMOVE AND SALVAGE EXISTING MODEL 170 CONTROLLER ASSEMBLY AND TYPE 332 CABINET. REMOVE FOUNDATION. FURNISH AND INSTALL NEW MODEL 170E CONTROLLER ASSEMBLY ~ !No. 69921 I E PLANS APPROVAL DATE AND TYPE 333 JP CABINET COMPLETE AT NEW LOCATION SHOWN. INSTALL NEW VIDEO DETECTION SYSTEM INCLUDING B'" TO 1 O" MONITOR. RELOCATE BATTERY • ~p,9/30/10 * '--CITY OF NEWPORT BEACH s,,, CIVI ~ BACK UP SYSTEM (BBS) TO NEW LOCATION SHOWN. FURN I SH AND INSTALL NEW BATTER I ES IN RELOCATED BBS SYSTEM. 3300 NEWPORT BOULEVARD 4~ OF CALI~"\ 0 NEWPORT BEACH, CA 92663 EXISTING 1 20/240V TYPE I I I METERED SERVICE EQUIPMENT ENCLOSURE. 0 RBF CONSULTING RELOCATE POLE AND EQUIPMENT COMPLETE, INCLUDING SIGNS TO NEW POLE LOCATION® . REMOVE FOUND AT I ON. 14725 ALTON PARKWAY IRVINE, CA 92618 0 REMOVE AND SALVAGE POLE, MAST ARMS, VEHICLE AND PEDESTRIAN HEADS. RELOCATE I JSNS AND SIGNS TO NEW POLE LOCATION@, REMOVE FOUNDATION. The State or Coff'fornfr1 or !ts officers arogents shcJII /!Of be responslb/e for tte occurocyor completeness of electronlc copies of t/lls plonshsef. 0 REMOVE EXISTING PULL BOX. JOIN EXISTING CONDUIT WITH NEW. Co/Irr.ms now hJs a web site! To ~ to the Coltrons web sife, go !0: ltfp:/ lwww.t:1ol.lX1.go, [2] REPLACE EXISTING PULL BOX WITH NEW No. 5 PULL BOX. 0 RELOCATE EXISTING P.P.B. POST TO NEW POLE LOCATION@. REMOVE FOUNDATION. "B" DETAIL 0 POLE LOCATION@. RELOCATE POLE AND EQUIPMENT COMPLETE, EXCEPT AS NOTED IN POLE SCHEDULE, INCLUDING SIGNS TO NEW REMOVE FOUNDATION, ~ FURNISH AND INSTALL 3" CONDUIT WITH 12PR #19 SIC TO CONTROLLER CABINET AT BRISTOL STREET SOUTH (APPROX. 500' CL TO CL). ~'"''" ~ FURNISH AND INSTALL 3" CONDUIT WITH 12PR #19 SIC TO CONTROLLER CABINET AT MAC ARTHUR BOULEVARD (APPROX. 850' CL TO CL). 02 @] FURNISH AND INSTALL VIDEO DETECTION SYSTEM ON SIGNAL MAST ARM WITH 4 FOOT EXTENSION AND CABLE FROM VIDEO DETECTION CONTROLLER TO CAMERA AS SPECIFIED BY THE MANUFACTURER. ~ NEW LOOPS SHALL BE TYPE E. PRESENT LOOPS SHALL BE SPACED 10' APART AND SHALL EXTEND 1, INTO CROSSWALK OR LIMIT LINE. PROGRAMMED VISIBILITY 14. ALL NEW CONDUITS SHALL BE TYPE 1. 15. ALL NEW PEDESTRIAN INDICATIONS SHALL BE INTERNATIONAL TYPE WITH L.E.D. INDICATIONS (TYPE 11 I. ~ INSTALL NEW 3M OPT!COM PRE-EMPTION 722 (OVAL) SERIES DETECTORS, 752 PHASE SELECTORS, AND 138 CABLE. DETAIL "C" EXISTING PHASE SELECTIONS SHALL BE SALVAGED TO THE CITY. ~ REMOVE AND SALVAGE EXISTING POLE, MAST ARMS AND LUMINAIRE. REMOVE FOUNDATION. RELOCATE EXISTING VEHICLE INDICATIONS TO NEW POLE AND MAST ARM. (D GREEN f-- 02 @ GREEN • CONDUCTOR SCHEDULE ■ POLE AND EQUIPMENT SCHEDULE AWG CIRCUIT "1 ~ PROGRAMMED VISIBILITY 4 STANDARD VEH SIG MTG PPB POLE PED S JG HPS 12 csc VEH !CLE SIGNAL 1 2 2 2 1 5 PLACEMENT SIGNS TYPE SIG M.A LUM M.A. M.A. POLE MTG 0 ARROW LUM! NA IRE 3 csc PPB 2 1 2 A B 0 • - -- --.. 10' 3' PPB POST 6 --- #10 LUMINAIRE 2 2 2 2 2 ® 1A0 ---.. .. - -12' 3' -R6-1,R9-3o • #12 llSNS 2 2 2 TV-1-T SP-1-CS DETAIL "D" 05 CAMERA © 33. 10'-8'-4'. Mt~: sv-1-r"' 2' 4' {2X)R73-3(CA),R73-6(CA)R3-18 • VIDEO 1 1 -----2-G78-4 {CA), CABLE POWER 1 1 ® 26A-3-1004 40' ... 15' • 2-MAS SV-1-T -- -191+28 3' 250 . .. R61-3(CA) • ~""'" TOTAL 2 2 ® 24-4-100 ... 40' .a. MAS A sv-1-1• 15' A ----1, 3' 2so w"' IISNS(Bristol St N),R10-11a,R9-3o,R6-1~ R3-1 a• MAS .t. 02 ® G"' DLC 1A(7' I --- - TP-1 .t. --22' 3' --~6 1 TOTAL 7 ■ ALL EOU I PMENT EXISTING UNLESS NOTED: C•I= RELOCATED, (.&)= NEW EVP CABLE 1 1 1 1 1 1 PROGRAMMED V!SlBILITY CONDUIT SIZE (EXISTING) 2½• ' 3" 3" .. 3" 3" ... 2-4' • PERCENT FILL 11 14 21 20 11 13 ■ INSTALL NEW ~ONDUCTORS THROUGHOUT. ww -~ CSC = CONDUCTOR SIGNAL CABLE ·-.. = NEW CONDUIT ce •• II II cc ALL DIMENSIONS ARE IN WW :::: FEET UNLESS OTHERWISE SHOWN 33 .. SIGNAL AND LIGHTING WW -, <-Cc -zo ~o _, ~o THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. ZQ E-4 ., NO SCALE ~o "O RELATIVE BORDER SCALE 0 ' 2 3 USERNAME => $USER cu 00000 EA OA9700 IS IN INCHES ' ' ' ' I OGN FILE => $REQUEST I 1 I I X 0 >-w V> <Il -> 0 w w c,: V> ;: w >-w -0: c,: 0 w >--0: 0 X C O> ~ 0 :c :c V> V> >-_J ,>-V o<D >- w <Il V >-o 0 / «w w O> -'Z "' C ::,c, u u- +-_,v, w .c -o:w :c O> uo u _, / 0 u L +->-u :c " '--' ~-w V> / c,: > w > u 0 / ~ z 0. '--' "' vi C 0 w L 0 >-/ 0 0 -0: u / V V 0 :z 0 ~ :;: -... -0: ->-"" -0: ~ Ir V, :z / ... "" .c -c,: ~ w 0 >-V> -:z w w ::, ::& ~ -"" ~ ... 0 0. :c w V> Q ::, ' a_ 0 ... V -:z "" i V 0 ~ "' -.... ... LI "' ~ '" 0 0 w N -' ... "' -t ' V, "' I I I CIRCUIT DIAGRAMS (PROPOSED) WIRING DIAGRAM LEGEND: I S. BRISTOL STREET ' -------------------1----------------- / -310 W \ = EX I ST! NG ELECTROL I ER, 200 W OR \ I - <t---® = EXISTING SOFFIT LUMINARE, 70 W I-, ) ~-< = EXISTING TYPE 15, 200W, BARRIER RAIL MOUNTRED. ® = NEW TYPE 15, 200W, BARRIER RAIL MOUNTED ----= EXISTING CONDUIT AND CONDUCTORS ·X->E-,K-= ABONDON EXISTING CONDUITS AND REMOVE EXISTING CONDUCTORS. --= EXISTING CONDUIT, INSTALL NEW CONDUCTORS. = NEW CONDUIT AND CONDUCTORS o = EXISTING SPLICE •=NEW SPLICE ■ =INSTALL NEW SIGN ILLUMINATION EQUIPMENT WITH LC2 SIGN CONTROL '.::==EXISTING OVERHEAD SIGN TO REMAIN 201 = IDENTIFICATION NUMBER TYPE Ill-BF 120/240 V 1P 3W SERVICE ID# 12-55-073-0-024.924 30 A 120 V 1P SOFFIT LIGHTING ckt BREAKER 30 A 120 V 1P SIGN ILLUMINATION ckt BREAKER 15 A 120 V FLASHING BEACON ckt BREAKER (NOT 30 A 120 V 1P FREEWAY LTG ckt BREAKER (PEC) 15 A 120 V 1P PE CONTROL ckt BREAKER USED) '-)> a: CD 0 :0 "1 "1 :0 0 )> 0 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. I RELATIVE BORDER SCALE IS IN INCHES 0 I 2 l I I I I 3 I N. BRISTOL STREET DGN FILE => $REQUEST I USERNAME =:,) $USER I DIST COUNTY ROUTE 12 Ora 73 24.8 I 66 1 □5 3/09/09,✓,,,,::;;~,,,,.. "RE~G"1~s~,E~R~E~D~C~l~v"1,-cc,NccG~l:-;NE=rn ~~\ f--P~L_AN_S_A_P_P_RO~V~A~L~D~A~TE=-:-:-c---~: •,-,-,9~/~30~/~1~0-J;~ ~=ccc==~=~---i,~~~0 69921 I~ CITY OF NEWPORT BEACH ~ c1v1 ;;; 3300 NEWPORT BOULEVARD ''>oc "'"cJ'i':' NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 The State of Catfforn!a or Its officers oroQents shall not be responsible for the accuracyor completeness or electronic copies of thfs pion sheet. Ca/trans nou ms o web slleJ To (JC! to tm Ca/Irons web site, go to, ltfp,//wwwllaf.cci}(N ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN LIGHTING AND SIGN ILLUMINATION (WIRING DIAGRAM) NO SCALE E -5 I cu 00000 I EA OA9701 WW e> <-oe 9c So "' oo •o e I So "O X C 0, D ~ >-f- u 0 f-_, .,. .,. / 0, C +-.c 0, _, / 0 " L +-" ~ ~-w / > D / ~ 0. "' C 0 L f-/ C, C, <t u / .,. .,. 0 0 ::; <t f-<t ~ / .c "' w f-Vl w :,; u. u. 0 :r: Vl :,; n. "' .,. .,. "' "' "' 0 N '-"' '-"' 0 >-w Vl <Il -> 0 w w a: Vl w ;: f-w <t a: 0 w f-<t 0 :r: :r: Vl Vl '>-o<D >- w <Il f-O 0 <tw w -'Z :,c, "' u-u -'"' w <tW :r: uo u f-:r: <.:> V, "' w > 0 z <.:> vi w C, ii§ --< -c,: 0 a. V, :z < c,: -~ 0 -:z ~ "" -c,: < a. ~ Q ' < -:z c,: I 0 ~ -.... < u ~ 0 ~ -< -di V, I TYPE Ill-CF METER A 120/240 V 1P 3W SERVICE 100 A 240V 2P 50 A 120 V 1P 30 A 120 V 1P 30 A 240 V 2P MAIN ckt BREAKER TRAFFIC SIGNAL ckt BREAKER SIGN ILLUMINATION ckt BREAKER SIGN ILLUMINATION ckt BREAKER TYPE Ill-BF METER B 120/240 V 1P 3W SERVICE MAIN ckt BREAKER (SIGN #1) (SIGN #2) 100 A 240V 2P 30 A 120 V 1P 30 A 120 V 1P BRIDGE LIGHTING ckt BREAKER (TYPE INTERSECTION LIGHTING (TYPE V PEC) SIGN SEE SHEET E-5 FOR WIRING DIAGRAM LEGEND I I I ~==-'---'="'-,'(C'-'l'cT'cY)c'-'-'=~=~-CIRCUIT DIAGRAMS (PROPPOSED) / 1 SIGN #1 I 101 102 (S) (S) JAMBOREE ROAD _________________________ ! ___ _ i. I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATJVE BORDER SCALE IS IN INCHES 0 : ' ' 3 ' DGN FILE =>$REQUEST IUSERNAME => $USER ' DIST COUNTY I ROUTE POST Ml LES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora I 73 24.8 67 105 3/09/09 ---.... a,Essr0 REGISTERED CIVIL ENGINEER ~ ~ ~4<' ,.,<1:-t,,; MARK J. ~ :;.; ESPOSITO :'.. ------------11~ INo 69921 1 ~ PLANS APPROVAL DATE "' "' 1-C'-'I Tc.:Y=O_.:F::..:._N:::Ec;W:.::PecO-'R:.::T=B-E_A_C_H----\\ -1:1 xp,913011 o "' t.... 3300 NEWPORT BOULEVARD s-,. CIVIL ,.. NEWPORT BEACH, CA 92663 4k-OF CALl~' RBF CONSUL Tl NG 14725 ALTON PARKWAY IRVINE, CA 92618 TIie State of Col!forn!o or Its officers oragenrs sha!f not be responsible for ths occuroeyor completeness of electronic copies of this plan sheet. Ca/trans mN tos o web site! To qet to ft,, Co/trans web site, 90 to, htlp:/ /www.tirJtmJ}(N ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN (CITY) LIGHTING AND SIGN ILLUMINATION (WIRING DIAGRAM) NO SCALE E -6 I cu 00000 I EA OA9701 - ww e> <-oe .. AA 11 11 00 WW "" "" 00 "" "" WW -, <-oe ~ zo So "' oo "0 e I eo "O X 0 >-w "' V, > 0 w w a: V, w > f-w -< a: 0 w f--< 0 X C O> u N I I 0 V, V, f- _J '->-V om >- w "' V <-o 0 / -<w O> -'Z w "' C ::,c, u u-+---""' w ,:: -,:w I O> uo u _, / 0 <) L +-f-<) :,: ID ~ ~-w V, / a: > w > u 0 / 3 z 0. C, "' V, C 0 w L 0 f-/ 0 0 -< u / V V 0 z 0 ~ ;:: -... -< -f-"' -< 0 :r c.. V, z / ... "' ,:: -a: ~ w f-V, -z w ..., " "' "--"' "-... 0 c.. I ..., V, c:, " n. "' ... 0 z N "' i V 0 ~ "' -' ... u "' ~ <» 0 0 ..., N -'-... "' -It '-V, "' 1202 SB SR-73 """i2~ Exist. CONDUIT €ROSSING .m STRUCWRE-TO Be VERJFJED rn THE-nElD B¥-·CON-TR.ACTOR. 1203 1204 -~----r .E_xist 2#8(STG},J ILLUMINATION)l1.51 i+J,, /;r --· ------txj:s9--?#8(SOFFH),J1~i' ◊4--I __ , lF / 2#8(SIG~ ILLUMINATION)I-:c' 0 N _, ----2 4 Exist 2#8(SOFFIT) AND ~~57 2#8(SIGN ILLUMINATION)1 __ J t:..· :l>. ;:: <OJ O· i ::o' fT}-· .. _[17 ,---· -···-····- ;,:, 0 l> 0 193 TCE Prop CITY R/W Exist CITY R/W • -i--S .-BR! S+O L STRE E T -_ 19J:·---- R/W INA~~N,_P_L~-~i~~--------~=c=~-=-=:~:=== -SL,-L C-2-- -INSTALL 2 #S(SIGN. ILLUMINHION) 1207"SR-73" LINE120B 2or· 208- --11-0 ''B 1 '' LI NE· STREET :,, .. ! c.l" l> ;:: CD 0 :x, "' "' :x, 0 l> 0 Exist TYPE III-BF SERVICE ENCLOSURE ID# 12-55-073-0-0249.24 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 3 109 1209 1210 SEE SHEET E-5 FOR WIRING DIAGRAM SEE SHEET E-9 FOR NOTES, LEGEND USERNAME =) $USER DGN FILE "> $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 REGISTERED C!VJL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSUL TING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 68 105 Tf'c State or Col!fornlo or Ifs officers orogents shot/ not be responsible for the occurocyor completeness of etectronfc copfes of this pion sheet. Cf.lltfofl5 OON rtJs o web site! To /)Cf lo tro Co/Irons web sit~. go lo, ltlp:llwww.dotmJ}OI ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN LIGHTING AND SIGN ILLUMINATION SCALE: 1 "=40' E-7 CU 00000 EA OA9701 0 0 ' 0 0 ' 0 0 X 0 ,.. w aJ Vl > 0 w w a: Vl w > >-w <( a: 0 w >-<( 0 C "' 10 , ,.., 0 >-_, ' ,.. I I >-Vl Vl u ,,.. V o"' ,.. w aJ V >-o C, / <Cw "' -'Z w C :::,c, "' u-u +-_, V, w .c <(W I "' uo u _, / 0 u L +->-u I w ~ ~-w Vl / a: > w > 10 0 / ,. z Q. Cl "' ;;; C 0 w L C, >-/ C, C, <( u / V V 0 z 0 ~ ;:: -< <( ->-C: <( 0 ~ c.. V, z / < C: .c -a: ~ w >-Vl -z w .... ::,; "' "--C: "-< 0 c.. :r: .... Vl 0 ::,; "- 0 < z N C: J V 0 ~ "' ~ < u '" ~ "' 0 ii 0 .... N -'-< '" -di '-V, ,.., Exist Exist TYPE 111 BF SERVICE ENCLOSURES TO BE REMOVED (SEE SHEET E-1) NEW TYPE 111 CF SERVICE ENCLOSURE (SEE SHEET E-1) R/W\! i I f ' la ' Ii li I ' !: 0:: ]! (!)! l I 1 ., \; t:/) w z R/W G~s:1 ,s A<lL 2#10(L~gJ I I I A½L 2~1 O(L tg) 1.5 ro 0 N e-! 0 N • ,-! ! 2#1 O(l g JAMBOREE SEE TRAFF IC SIGNAL PLAN .. 2#10(Ltg) 1.5 ---- 1 .5"C CB SC 2#~ SEE SHEET E-9 FOR NOTES, LEGEND . SEE SHEET E-6 FOR WIRING DIAGRAM V 0 N w z ....J IV) ,-. I a: 1/1 "' 0 N ro 0 N c-o N ~ .... 1:ur0 'iZ\N 1S3~ i~ I' a::i: ::,;, ~\ a:' ((,/ 'v , R/W 1'02-12' J 1 89+05 15 w z ....J• I ro 8 '. VR/W a: >-I 1/1 ' 0 ' I TCE EXISTING STREET LIGHT(CITY) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 REGISTERED CIVIL ENGJNEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 24.8 69 105 The State of Ca!lforn!a ar Its officers orogerrts shall not be responslble for the accuracyor completeness of electrnn!c copies of this p!ansteet. Cal/rans OOH trJs a web site/ To (JIJ1 to tte Ca/trans web site. 90 ta, tttp,//w.wtlfof1XJ.!}(N Prap R/W Exist R/W 11 .2511NSTALL 2#8(Ltg) AB --;;:.::;:;__ ------=-=--=--===------ • RC PB -- • RC PB J '--- 0 0 + ~ a, _, w ;'.: >- c:::::::::;:::::::::;::;:;:I]~:::::::::::::::::::::~~~:::,,,~:..::p~;::;:;::;:;::;;;:::;::;;.;;,;::::::r;;m:::::::::::::::::::::::::::::::::l;j 111 ~ RIW NB SR-73 ON RAMP wI z 1/1 ....JW IW u 1/1 >-<{ ::,; ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN (CITY) LIGHTING AND SIGN ILLUMINATION THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1 "=40' E -8 RELATIVE BORDER SCALE IS IN INCHES 0 2 USERNAME => $USER DGN FILE c,)SREOUEST CU 00000 EA OA9701 0 0 ' 0 0 ' 0 0 C o> t) " V 0 f-J ' >-f- u V V / o> C -;-.c: o> J / 0 u L -;-u m ~-w / > t) / • a. 00 C 0 L f-/ 0 0 <( u / .,. V 0 0 :; <( f-<( ~ / .c: 0: w f- V> w ::, "-"-0 I V> ::, a_ ,-.. N V "' "' "' 0 N '-"' '-"' 0 >-w a, V> > 0 w w 0: V> w ;: f-w <( 0: 0 w f- <( 0 I I V> V> '->-om >-w a, f-c, 0 <Cw JZ w :::J<.:> " u-u JV> w <(W I uo u f-I <.:> ;;; 0: w > 0 z "' V> w 0 z ~ ... ... ... "' 0 c.. V, z ... "' ... ~ 0 ... z ~ "' ... "' ... c.. ~ 0 ... z "' i 0 ~ ~ ... u ~ 0 ~ ... ... ... Ill V, LIGHTING PLAN LEGEND: EXISTING TYPE 15, 200W, BARRIER RAIL MOUNTED. NEW TYPE 15, 200W, BARRIER RAIL MOUNTED. EXISTING CITY OF NEWPORT BEACH ELECTROLIER, 200 W OR 310 W RELOCATED CITY ELECTROLIER EXISTING 1.5" C INSTALL NEW 1.25" PVC RELOCATE CITY ELECTROLIER PER CITY OF NEWPORT BEACH Std PLAN-203-L. SPLICE 2#8 CONDUCTORS IN PULL BOX USING FUSED SPLICE CONNECTOR PER CITY OF NEWPORT BEACH Std PLAN 205-L. 2 TCE Prop CITY R/W xist CITY R/W ------ --------- PROJECT NOTES: 1 .5" C 0 > ...J Cl'.) a:: ::J I f-a:: ""' u ""' ::. 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE STATE OF CALIFORNIA 2006 STANDARD PLANS, AND THE 2006 STANDARD SPECIFICATIONS, STANDARD SPECIAL .PROVISIONS, AND CITY OF NEWPORT BEACH STANDARD 2. NEW CONDUIT SHALL BE TYPE 1, SCHEDULE 40 PVC PLANS 3. ALL ELECTRICAL EQUIPMENT INCLUDING CONDUITS AND PULL BOXES ARE SHOWN AT APPROXIMATES LOCATIONS ONLY. EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER . 4. CONTRACTOR SHALL CALL UNDERGROUND SERVICES ALERT (U.S.A.) AT 1-800-642-2444, 48 HOURS PRIOR TO ALL EXCAVATION. CONTACT HERB WOLLERMAN AT 949-718-3406 FOR CITY OF NEWPORT BEACH CIRCUIT DISCONNECT 24 HOURS IN ADVANCE. 5. ALL NEW CITY PULLBOXES ARE No. 3.5 F PER CITY OF NEWPORT BEACH STD-204-L UNLESS OTHERWISE NOTED ON THE PLANS 6. NEW LIGHTING CONDUIT SHALL BE 1.25" UNLESS OTHERWISE NOTED ON THE PLANS THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE !S IN INCHES 0 USERNAME ca) $USER DGN FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 24.8 3/09 ----------REGISTERED C!VIL ENGINEER PLANS APPROVAL DATE CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 RBF CONSULT ING 14725 ALTON PARKWAY IRVINE, CA 92618 70 105 Th3 State of Col!fomfo or !ts of"ffcers or agents shall nat be responsible for the accuracyor completeness of electronic copies of this plonsooet. Co/trans oo.v ms a web site! To fllll lo the Ca/trans web site. go to, tttp,/ /www.datnu;rN ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN (CITY> LIGHTING AND SIGN ILLUMINATION SCALE: 1"=40' E-9 cu 00000 EA OA9701 0 0 ' 0 0 ' 0 0 N 0 ~ 0 0 N ~ 0 ~ 0 263' -0" Measu1ed along ti. Jambo1ee Rd BB--+---------------=-""-----"---'=="--""----=='---=----"'==-=---"'"----------------..i--EB FG Cone Pi I ing (Class 140) Abut I Datum EI ev 0. 00 Exist Retaining Wo I I R 121 IM Exist Tieback WollRl205M IBR. No, 55-0935Ml a, 0 0 a, 0 ~ ' N 187+00 0 ' N 0- ',···-< ___ I:~ l Toe f' I slop Top s 11 To Newport - I 16' -0" Bent 2 188+00 189+00 MIRROR ELEVATION JEx i st Ban-i er- Type 50D UES ETW \ ' ; . ' . l '; ~ 1 ~'l.\l \ . ' ~IJ Ab I \ \ ETW~\ • '. \ l i; <i. Bent 2 I! '' \\ i ' ) • l f. ,. ,,. 187+58. 78 ± BB Elev 52. 88± 188+00 'i N41° 56' 27"E 188+74. 78 Jamboree Rd 1205+3 I. 89 Route 73 I": 20' (i:_ Route 73 4 /If Jambo1ee Rd /89•oo I 47' -0" 17'-6" Min" Vert Clear-once 190+00 190+00 Abut 3 I' -0" --·.·=· ., UTILITIES II] 6-5" ducts (So Col Edison) [?] ~ [TI [fil [§] [I] I]] [fl No. 0 16" steel water-I ine (Ir-vine Ranch Water-Distr-ict)*u 8" gas I ine <So Cal Gos} I 8" stee J water-I i ne (City of Newpo1t Beach)*** 4" supply I !ne*"" 6-4" ducts (telephone) 2" contro I condu 1 t (Re I ocate to new ba11 i er} 3" conduit for city use (Relocate to new barr-ierl Future Uti I ity Opening (See "TYPICAL SECTION" sheet) CURVE DATA 6 R L T 15" 56' 26" 2300' 639, 90' 322,03' 140' -9" 79' -0" ,4' -0" . 8' -0". I , 48' -0" DI ST COUNTY ROUTE OST M!LES TOT AL PROJECT 12 om 73 24. 7 A::,~ 07-03- REGISTEDILENGJNEER DA PLANS APPROVAL DATE The Staf11 of Cal/fom/o or ffs offfc11rs or G9Mf shall oot be rr,sponsl/J/11 for th/1 accuracy or carµfl1feness of 91fJCtronic copf11s of this ploo CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY IRVINE, CA 92618 61' -9" 72' -0" TYPICAL SECTION I" a I 0' LEGEND (DPaint "B1idge No. 55-0531" & year const1ucted Cg) Paint" Jambo1ee Road Overcross Ing" G) Conc1ete Barr-i er Type 26 (Mod) @chain Link Roi I ing Type 6 EB Indicates Exist Point of Minimum Vertical Clear-once Indicates Point of Minimum Ve1tica/ Clearance (Widening) Indicates Existing St1ucture ~ Bridge Removal (Portion) IOIAL SHEETS 190+21. 78± EB Elev 57.61± ~ Cu1b & SI dewa I k Remova I , See "Road P I ans" ~ Closure Pour "' 0 N "' 0 N "' 0 N To Irvine @s1ope Paving {Fuf I Slope) @c1osu1e Pour C3' -O"l G) Structure App1oach. Type EQ ( I OJ @ St1uctu1e App1oach, Type RC 1 OS) @Tempora1y Railing Type "K" * Match exist c1oss slope - ETW I"• 20' see "Road Plans" @ Remove Existing 81idge Mounted S 1 gn ([J) Bridge Mounted Sign (j) Column Flare Retr-ofit ({) Tieback Retaining Wal I Retrofit Q) Deck Dr-ain (Type D-2) •• Match exist p1ofl le gr-ode *** Protected Jn place NOTES I. For General Notes and Index to Plans, see "Index to Plans" sheet. 2. For-Pi I e Data see "Foundct ion PI an No. ! " sheet. • ... -,---~~--------,--.:-l'·,,-,-,-N-r,::i,---------r-i,.:::,~"::,::-,-------,-,"'0•-.0--"~'~'"0"',,--~,-,,~,~""'"0~"~'~'~.~,"'°"'·~•~·-,•N~O-, .. ,.,, .. " .. N",'""-'"'--.,.-P--fl_e,.p-A~~~~--o-F--O-R--T-H-E-.,._------------,-.,,,.,,,,"~,",,"'0•· ... -------------------------------!,, 5 Y~L-• ...._~1--'--+,.,-Y'-.J~.'---Kl"m'-------+,,,CC",.,,C5:.."-ccen.coce.y ____ -¼0:..'::'-'0'-N--+c---------';;;':..0r'.::"c:"c.";.__:':..":.:'.::"::....:."::':::'----1 '"" ni= Paul R. Young 55-0531 JAMBOREE ROAD OC {\VJDEN) ~ oE»'69.ov7~c£iaguchl onAn.s avK. Mlchalski cH~tj.° Kim LAYOUT ~{. Michalski ~:EJ~EKrm ST ATE OF CALJFORNJA ?ROJECT ENGINEER l-,::,o,a,,-,",""""c-it-------------------------------l·• ._, .. "~'.a':c.";;',.°':.'.a'--·---------'-'u_,_,_,_ .. _,_,_, .. ·_· .. v._.J._ ... ,._,~m._ ____ ... _""~":.'.'_'r:,;o;;':.;"~'-----.a'."-'.'_"_"_'_"_°'_'~~~--,:F.:':.·"":;-,_ _____ .:,l_f6a:_~~_.i_i_.0.,:;.'.'_',.,=1:.c:.m•::..---1-·-o_E_?,,,A_RT_M_E,.N_T_o,.F_r_.,.A_N_s,.,o_R_T_A.,T_1_o_N:,..------------➔-.;2;.'.;·_1_.J. _____ G_E.,..N_E ___ R __ A_L..,.,...P ... L_A_f'._J_aN_o_. __ 1 ________ j~ DESIGN GENERAL PLAN SHEET rENGLJSHl CREV. 2125/05) CJ'l1□,NAL SCALE ,N INCKES I CU 12208 01sREGARO ?RINTS SEARING e,v,s,oN ·)HES <PSE,.,><,NAOY sase: ~.sen °" l~ >OR REDIIC£ll ?LANS F EA QA9700 E,>RL<ER rtEVIS!ON OATES ---::;,:;; ~ 0 0 N ' ~ 0 ~ 0 I , L, ' ! / ' ' !-------------------------__ _/ I Exist Ret Wa I I No. Rl205M (BR No. 55-0935Ml Exist T e I Re-t Wa ! I No. R 12 (IM NOTES I. For layout, dimensions and detai Is see "TIEBACK WALL NO. I 205M LAYOUT" ond "TI EBA CK WALL DETAILS NO. I" thru "TIEBACK WALL DETAILS NO. 3" sheets. 2. Fractured rib texture to match the existing fractured lib texture on the adjacent retaining wal Is. DIST COUNTY ROUTE POST Ml LES TOTAL PROJECT 12 Oro 73 24. 7 &,~ 07-03- REG r srEfitDILENGI NEER DA PLANS APPROVAL DATE The "State of Calffomla or Its officers or aoen sholl oot be respanslblo fer th; occiracy or carp/eteooss af e/ectrOflic copfes af th!:; p/m ClTY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY lRVINE, CA 92618 Varies WLOL '-9" - ' 1--------------------------------------.L----------------r---------__J _____________________ ! Proposed Abut I I' -2"± "-------------------------------r-----------------1 ,' \ ./ \ \ 1 Exist 78" SD Pipe / -';1'_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --i,'-- r' ,' \ ' \ ' \ _______________________________________________________ \;' --·,,-------·""-,,----.:::-..:_ --·,,... __ ------·,,--- WLOL R=293 I. 12± 6=2°31'23.36"± ; T=64. 55± ,<....._ L"' 129. 05± .::...,. --..... f-__ Bottom of wal I ELEVATION AT ABUTMENT 1/4 "= I' -0" t -;f-___ _ ✓([_ Abut I ' 1 --__:r- c..:::-----..:::-ci Existing Tiebacks New Slope Paving 11 if' Exist Concrete ,-J-to be removed -r~ and replaced Exist 7 ; Gutter I ' ' ,_ -----;.-~] Fractured Rib Texture (See Note 2l Exist Shotcrete to be removed and replaced OIAL SHEETS ------:c~ Exist Ret Wa I I No. Rl205M I I I -Exist Barrier Type 500 Exist Barrier, Type 50D not shown for clarity Ang I e Point----~ Sta !205+96. 74± 98.17'± Lt(i;_Rte 73 OESIGN GENERAL PLAN SHEEr IEIIGI.ISHJ !REV. 2/2S/OS) (BR No. 55-0935Ml Segment B LOL I I I ~ Exist Wa I l 1 L_ ____ Drain Gutter ----------------------------1'~ -------------------------: I ' ----------------------------1----------------------------1 4_ New Tiebacks 1 l___ /Exist Ret Wa I I N70"154'39"W± --...... _=------,( No. Rl21 IM PLAN I I / --------=------- I WLOL ..._ tr------______ Edge of bridge deck 34'-I 11/a"± End Ret Wa I I No. I 205M (BR No. 55-0935Ml Segment B AT ABUTMENT 1 ORIGINAi. SCAI.E It; INCHES FOR REOUCEO PLANS Sta 1206+29.23± I I 1.00' ([_ Rte 73 ICU 12208 E.A 0A97D0 Exist shotcret.e to remain Varies I ' TYPICAL SECTION ¾"a (' -Q" Protect in place \ Exist 78" storm drain~, Inv elev 16.12! ' DISREGARD PRINTS SEARING EARLIER REVISION OATES - OG 2 35 "' 0 ~ 0 0 N ' n 0 ;, 0 C 0 0 0 ~ ? n ~ ~ ~ ✓ > J 0 ' le : 0 0 0 0 ~ . 0 0 ✓ i 0 0 0 ✓ c ; 0 " ~ GENERAL NOTES LOAD FACTOR DESIGN DES I GN: CAL TRANS BRIDGE DESIGN SPECIFICATIONS LFD Version Apri I 2000 SEISMIC DES I GN: CAL TRANS SEISMIC DESIGN CRITERIA ISDC) Version I. 3. Februar-y 2004 DEAD LOAD• Includes 35 psf for Future Wearing Surface & 100 lb/ft for Future Ut i I i ty LIVE LOAD: HS20-44 and Alternative and Permit Design Load SEISMIC LOAD: Site Specific ARS as Shown Modified SOC ARS Curve for Soi I Prof i I e D IM•7.25 ± 0. 25) (Peak Rock Acceleration . 0. 7g) 2.000 I. 750 f 0, I. 500 Design ARS Curve -I. 250 (Maximum Credible z Earthquake) -"O I. 000 .,: -ct'.>-0. 750 >-.,: u ct'. ww 0.500 a. ..., "'W 0.250 u u "' 0. 0000 6 "' 0 "' 0 0 0 0 0 0 0 N "' ,-. 0 "' 0 "' 0 "' 0 0 0 0 0 --"' "' ,,; ,,; .; PER I OD (Seconds) REINFORCED CONCRETE: f, . 60 ooo psi f\ . 3600 psi (except as shown on Concrete Strength & Type Limits Diagram) Transverse Deck Slabs (Working Stressl: f • . 20 ooo psi f, . 1200 psi n . 10 PRE STRESSED CONCRETE: See "Pres-tressing Notes" on "GIRDER LAYOUT" sheet. PILES: See "Pile Data Tobie" on "FOUNDATION PLAN NO. I" sheet STANDARD PLANS DATED MAY 2006 AIOA A/OB AIOC AIOD A62C BO-I B0-5 B0-13 B2-5 B6-21 B7-I B7-6 B7-8 B7-IO B7-I I B8-5 BI I -54 Bl4-5 T-3 Acronyms and Abbreviations (Sheet I of 2) Acronyms and Abbreviations (Sheet 2 of 21 Symbols (Sheet I of 21 Symbols (Sheet 2 of 2) Limits of payment for excavation and backfl 11 bridge Bridge Detai Is Bridge Detai Is Bridge Oetai Is Pl le Detai Is Class 90 and Class 140 Joint Sea I s (Maxi mum Movement Rating 2" l Box Girder Detal ls Deck Drains Types D-1 and D-2 Deck Drainage Detai Is Uti J ity Opening -Box Girder Ut i I i ty Deta ! Is Cast-in-PI ace Pres tressed GI rder Deta i Is Concrete Barrier Type 26 Water Supply Line (Oetai Isl Temporary Roi I ing (Type K) (Pipe sizes less than 4"l ~Standard Pion V--Detai I No. SIGN on· 0()ATE ' OESIGN OETA.IL SHEET (ENGLISH! !REV. 2/25/05) GENERAL NOTES TIEBACK WALLS INDEX TO BRIDGE PLANS Specification: CALTRANS BRIDGE DESIGN SPECIFICATIONS LFD Version Apr! I 2000 SHEET NO. TITLE Loading: De·ad Load: Surcharge: 2 ft I eve I earth Live Load: Active earth pressure and seismic Soi I Parameters: (For determination of lateral earth pressures> i3 25• Reinforced Concrete: Prestressing Stee I: Structural Steel: a • 120 pcf C • 150 psf A I I owab I e Bearing Pressure = 3500 psf fy = 60 000 psl (Yield strength of reinforcement) f'c = 3250 psi (Compressive strength of concrete~ 28 days) n = 8 Bors -ASTM A 722 Type I I (f PU = l 50 ks I l Strands -ASTM A416 Cfpu = 270 ksil T = Design Force per Tieback (kip) (See wal I layout sheets) Minimum cross sectional area of Prestressing Steel in Tieback Tendon (in2) I. ST 0, 75f PU fpu = Minimum Tensile Strength of Prestressing Steel I General Plan No. I 2 General Plan No. 2 3 Index to Plans 4 Foundation P!an Na, I 5 Foundation Pion No. 2 6 Abutment Layout 7 Abutment 3 Layout 8 Abutment Pl le Layout 9 Abutment □eta i J s No. I JO Abutment Detai Is No. 2 Abutment Detai Is No. 3 Retaining Wal I No. Rl205M Layout Tieback Wal J Detaf Is No. I Tieback Wal I Detai Is No. 2 Tieback Wal I Detai Is No. 3 Bent 2 Layout Bent 2 □eta! is No. I Bent 2 Deta i Is No. 2 Bent 2 Seismic Retrof!t Typical Section Partial Typ!cal Section Girder Layout Girder Reinforcement Mfscel laneous Detai Is Detai Is DIST ROUTE POST MILES TOT AL PROJECT 12 73 24. 7 PLANS APPROVAL DATE ThlJ Stair, of Collfomio or Ifs officers or ogMf s/Jo/1 not br, respons/bl9 for the acctracy or cmpleteness of electronic copies of this p/ai CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY I RV I NE. CA 9261 8 c::J Structural Concrete, (f' C . 3600 psi @ 28 ~ Structural Concrete, (f'c . 4000 psi @ 28 ~ Structural Concrete, (f' C . 5000 psi • 28 Bridge daysl Br fdge days) Bridge daysl 0 AL SHEETS Ultimate Unit Bond Strength: fy = 36 000 psi 2. 0 kip/ft2 11 12 13 14 15 16 i7 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Structure Approach Slab Type R(JOSJ Structure Approach Slab Type EO(IOl Structure Approach Drainage Detai Is Slope Paving -Ful I Slope ~ Structural (f'c 3600 Concrete, Bridge Footing psi @ 28 GP Sheet No. DESIGN " DETAILS Approach Slab ABUT 1 2' -0" Typ I' -0" Typ LIMITS Y. J. Kim C. Shenoy J. Sc I dona OF 1---t--;;------+=,,,,---,---::------l QUANTITIES 6" Y. J. i<lm c~•c~Ec M. Tornoi K. Michalski ORIGINAL SCAL£ IN INCHES rnR REOl!CED ?L~NS Chain Link Rail Ing Type 6 Bridge Remova I Oeta 1 Is No. I Bridge Removal Detai Is No. 2 Brfdge Mounted Sign Deta'i Is No. I Bridge Mounted Sign Oetai Is No, 2 Log of Test Borings Log of Test Bar ings (As-Bui It) Approach SI ab Abutment Abutment Pavement I -1'.J 11 ~ I J :"-._ Ex I st I I Tieback I! Wal/ I I I I ,.,,,,,.....-- 1 I LJ LEGEND: Min ~ Structure Excavation (Bridge) Structure Backfi 11 (Bridge) Roadway Embankment (See ''ROAD PLANS") ;,. 2' -0" Typ I' -0" ABUT 3 Typ . daysl IIIIIT[[]] Structural Concrete, Approach (f' C . 3600 psi o 28 daysl CONCRETE STRENGTH AND TYPE LIMITS GP No Scale Wingwall FG I 2' -0" Typ I '-0" Typ WINGWALL Low Expansion Mater i a I {EI l <SO to be determined per ASTM D 4829 Sand Equivalent (SEl>20 to be determined per California Test Method 217 PAYME:NT FOR EXCAVATION AND BACKFILL BRIDGE Not to Scale PREPARED FOR THE ST ATE OF CALIFORIJIA E? ARTUE:H OF TRAUS?ORTA TION Paul R. Young PROJECT ENG I NEER I cu 12208 EA OA9700 BRIDGE NO. 55-0531 JAMBOREE ROAD OC PNIDEN) POST MILE 24. 7 INDEX TO PLANS I OISAECAflD ?RINTS SE-IRING EARLIER REVISION OATES - Slob 0 " < 0 • ~ ~ ~ 3 " --~ < 0 ~ " I~ ~ , z " " l~ ---{}- ? ~ ' ~ u / ~ • • / u ~ 0 ' ~ Route 73 To Newport Beach . Exist water I ine Inside box girder (I RWDI 10\~ ! ----~ Exist gas I ine • 'oa'----~ ~l.jl?_±_, -J.._. __ _ inside box girder i \°"! t-f]l-§~~ ~~ \ ~ ~\ (So Cal Gos) '0 '°' l ,o C I O o, i IJ j ,,,,--Exist Storm Drain •o o lo 0J -,,----·-··-··------''' V (Pr-otect in place) 1£..E '?.-0 0 ' ~JJl: il F©-JJJr Exist 12kV electric I ines inside box girder (SCEJ See "Warning Note" '-:;;:-.. N4 (" 56' 27"E "MB-2" Line "' 0 N FOUNDATION PLAN Location Abut I Bent 2 Abut 3"' Pi le Type Class 140 Class 140 Closs 90 Design Loading (kips) 140 140 90 I" 0 20' PILE DAT A TABLE Nominal Resistance Compression Tension (kips) (kipsl 280 0 280 (40 180 0 Design Tip Elevation (ft) -26.00 (1&41, 18.00 (31 -22.00 (II, -22.00 (21, 3.00 (31 20.00 (II, 22.00 (31 Note: Design tip elevation is control led by the fol lowing demands: (I) Compression, (2) Tension, (3) Lateral Loads, { 4) Oversized predr i I I i ng to Elevation I 7 ft. ~ See Notes 5 & 6 Specified Tip Elevation (ft) -26.00 -22. 00 20.00 OUNOATION />LAN Si'IE~T (ENGL IS~) <RE'/, Z-ZS-051 ORIGINAL SCALE IN INCHES iOR REDUCED .~LANS See Notes 5 & 6 Exist phone I i nes inside box girder (SBCI Jamboree Rd ' WARNING: O I ST COUNTY I ROUTE 12 Oro I ~ 73 I 24. 7 I &_,~-07-03-07 ""~c-"c=,"e,c66,,:""c=== ---'i',oFESSto REG!STE-f<ED I L ENGINEER DATE ,_.. '? -~4( ~1,·--=~~~-,'{, PLANS APPROVAL DATE l 0 ~o __ '_,·;~J.EJ6:CCi;,,,_:J) E Exp. 09/30/0B / "-r11e State of Callfornio or Ifs officers or G<)ents * CI v IL 7 ,i. shall not be respanslble for the acr;irrx;y or ,)"'4 _ ;;.~.,_ r:arplet6{)/3SS of electronic copies of this p/oo s/loot. l'"e-o;:, CALLfO.,: CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 THE CONTRACTOR SHALL BE AWARE OF THE EXIST 12 KV HIGH VOLTAGE LINES INSIDE THE EXISTING JAMBOREE ROAD BOX G(RDER STRUCTURE. CONTRACTOR SHALL WORK WITH EXTREME CARE DURING CONSTRUCTION OF THE STRUCTURE APPROACH SLAB TYPER (10S1. SOUTHERN CALIFORNIA EDISON MUST BE NOT(FIED PRIOR TO START OF WORK NEAR THE L(NES. BENCHMARK Sta 190+19.52± "' 01-3S-33-77 Described by OCS 2001 -Found 3 3/4 " OCS alum!num N benchmark disk stomped "3S-33-77", set in the northwest corner of a 4. 7 ft. by !5.4 ft. concrete catch basin. Monument is located in the southeast corner of the intersection of Macarthur boulevard and Jamboree road, 244 ft. southeasterly of the center! lne of Jamboree road and 38 ft. southerly of the center I ine of Macarthur boulevard. Monument is set level with the sidewalk. Elevation 35.525 ft "J-2" Line CURVE DATA No. R L T CD 15• 56'26" 2300' 639.90' 322. 03' NOTES ! . A I I p 1 I es not shown. 2. For location of existing utl I ities, see "Road Plans". 3. For t!eback wa! I elevations. see "FOUNDATION PLAN NO. 2" sheet. 4. Contr--actor shal I field ver--ify location of al I existing tiebacks pr--ior to p1e-dri l I ing new pi !es at abutment !, A I I pi I es at abutment I sha 1 I be p1edr i I I ed to ovoid interference with existing tiebacks. 5. For test and non-test pi !es location at abutment 3, see "ABUTMENT PI LE LAYOUT" sheet. 6. Non-test p 1 I es at Abutment 3 shou Id not be cast unt 1 I the two test piles have been driven and the specified tip elevation has been verified by the Engineer. BASIS OF COORDINATES Bearing and coordinates as shown hereon are in term$ of the Cal lfornia Coor--dinate System of 1983 (Epoch l 99 ! . 35), Zone 6; based I oca I I y upon the fol lowing County of Orange Control Stations as pub I ished by the County of Orange Name 282 284 285 6175 LEGEND ~--- "10x x:; Northing (ft) Easting (ft) 2. I 85. 048. 237 6.068,997.S8I 2, 185,465. 77 ( 6,069.433. 347 2, I 85, 754. I 70 6,070,012.294 . 2, 186. 676. 251 6.070.939. 372 Indicates exist bottom of footing e!evat!on Indicates bottom of footing elevation Indicates existing str--ucture Indicates new construction Indicates new pi I ing Indicates new pi I 1ng (8atte1ed 1:5) Jndicates exist pi I ing "' Ind i cotes ex 1st i ng pi I i ng mattered) ICU 12208 EA 0A9i00 ~ DISREGARO l'Rit-lTS :IEAFIINC I t ~ARLIER FiEV[SICN OATES - ~ • N 0 ;; ~ 0 J • w ~ e ~ 0 0 N ' w 0 ;, 0 ~ ~ 3 • w e < 0 C 0 u "' 0 0 u ~ 1 ~ ~ ~ ~ ✓ > u ✓ 0 a L 1; ✓ u u 0 0 ~ ~ 0 ✓ ~ 0 u ;3- E w J ~ w " 0 ~ ' "' a 0 > ' 0 ~ ~ 0 • < a < \ • ~ N0TE: § THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD 0 DIMENSIONS BEFORE OROER I NG OR F ABR I CAT I NG ANY MATER I AL. VERT.DATUM ~AV088 HORZ. DATUM " OF: ALIGNMENT TIES DRAF7Ei) " C;-iECKED " WALL FOUNDATION PLAN AT ABUTMENT 1 Scale: lj4" = l'-0" CCS83 DESIGN a-, y • J. Kim :lET.>, I L.S " J. Salacna QUANTITIC:SI "" Y. "· Kim DIST COUNTY ROUTE POST MILES TOTAL PROJECT TOTAL 12 Ora 73 24. 7 /4;,~ 07-03- REG I STEfrt:DlLENGI NEER DA PLANS APPROVAL DATE rh6 State of Coflfomla cr rts officers or agent sl'ia/1 not /J.9 rlJS{XJ()Sfbla far t~ ixctracy er carplef9l'l(JSS of e/ectrooic copies of thfs p/ai CITY OF NEWPORT BEACH 3300 NEWPORT BLVO NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 J nd i cotes bottom of exist tieback wa I r e I evat ion Indicates existing structure Indicates new construction D Indicates new pi 1 ing Q Ind i cotes new pi I i ng (Battered I: 5} Indicates exist pl I Ing Indicates existing pi I ing (Battered) Exfst Barrier, Type 5OD to be removed. For additional removal detai Is, see "GENERAL PLAN NO. 2" sheet. NOTES I. All piles not shown. For pile layout, see deta i I sheets. 2. For bridge foundation information, See "FOUNDATION PLAN NO. I" sheet. 3. For bridge footing elevations, see "FOUNOA TI ON PLAN NO. I" sheet. 4. Contractor shal J f1eld verify location of al 1 existing tiebacks prior to pre-dri l ! ing new pi I es at abutment I . A J I pi I es at abutment ! sha I I be predr 1 I I ed to avoid interference with existing tiebacks. w e < 0 N n ,:; N 0 ~ 0 0 N ' n 0 ~ 0 C o' 0 0 ' X NOTE: See Note 5 [__ ----- ------- I ___ -- --------------------------- ------------------------------------- -----------------------------------------------------------------------------+------------ V q:_Jamboree Rd I 56' -41/a" ± Measured along~ of abut J ' ' Front face of new to match front existing abut Measured along i of abut J PLAN Scale: 1/4" = 1'-0" 3 I' -0" J ,::::;--I Orr I! and bond 1;5 dowels@ !2" ver--tical (3 per r-owl In IO" deep holes (Typl er- Steel Casing {Typ) See Note 609 B7-IO U-8 Deck drain pipe (See Note 7) Bearing pad (Typ) (See Note 4 l t Future Ut r I ity Opening ----•- WWLOL ci-!J I I I I I I I I I I I I I I + I I I I Edge of (faating l I I I I I T- r'-Edge of , Deck ROUTE POST MILES TOTAL PROJECT 12 73 24. 7 PLANS APPROVAL DATE {ha Sfaf9 of Col/fornfa or Its officers or (](JflllfS shofl not be responsfble for the occirrx:y or cwvlefliOOSS of 0/ecfronlc copies of this plcri CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH. CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY IRVINE, CA 92618 LEGEND ~ L!mits of Bridge Removal (portion) ~ CI osure Pour Existing Structure 3' -1\c ' 3'-11/:' 5'-105/4" Bear in Pad Spacing 22' -½" ± Measured along l of abut I NOTES I. For pi le locations and footing dimension, see "ABUTMENT PILE LAYOUT" sheet. 2. For Section "A-A'', see "ABUTMENT DETAILS NO. I " sheet. ! Steel Casing (TypJH'c'-,.-'--"'l---~ i See Note 6 3. For Section "B-8" and Shear Key Detai Is, see "ABUTMENT DETAILS N0.2" sheet. 4. For Bearing Pad Detai I, see "ABUTMENT DEATIL NO. 3" sheet. Deck droin Top of Backwa I I pipe (See Note 7) . I l<i:i c I I~• ; I -___ _j L Concrete barrier not shown ---- 5. For I imfts of concrete removal see "BRIDGE REMOVAL DETAILS" sheet 6. For future uti I ity opening location and and s 1 ze of stee I cosing, See "TYPICAL SECTION" sheet. 7. For locations of deck drains and piping, see "GIRDER LAYOUT" sheet. Shear Key CTypl See Note 3 size, 3" CI r ta II _ ______ 1 _____________________________________________________ o~~---L--,+---,---------B-r_g_Pa_d___,_(~T-y_p_~_s_J Note: A I 1 p 1 I es not shown ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ~ 0 I MENS IONS BEFORE ORDER I NG OR F ASR I CAT I NG ANY MATER I AL. -~ ....... ~ DES GN 0~7!.(llff ;· J~A.:smaguchi • 9 13 _07 SIGN OFF D~OE OESIGN DETAIL SHEET !ENGLISH) [R(V. UZS/05) OES I ON Y. J. Kim C. Shenoy PREPAnED FOR THE . DETAILS "J. Saldano '"'"" K. MichOlsKi STATE OF CALIFORNIA 1-----+---------1--~------l c><cc><co M. To Ina J " OUANTITIES Y. J. K!m ORIGH.AL SCALE IN IIICH£S FOR REOUCEO ?lANS DE?ARiMi::NT OF TRANSPORT ..\i!ON Pau I R. Young PROJECT ENG I NEER I cu 12208 EA OA9700 3RIDCE: NO. 55-0531 JAMBOREE ROAD OC (WlDEN) POST MILE 24. 7 ABUTMENT 1 LAYOUT I DISREGARD "RLNTS JEARING I i:ARLIER RE:YISION D"TES - 0 AL SHEETS • w " < ~ ~ ,, w ~ w " < ~ ii ~ w 35 1! 0 0 N ~ 0 ~ 0 N N WWLOL Edge of footing~ r j ! -----;- I I ' I I Ll I Bear Ing Pad 1 Spacing 1 I Edge of~ Deck I I I I I I I I I I I I I I I I I I I I I r I' -8" Fr 1 ! et Stee I Cosing (Typ) See Note 6@ B7-IO Bearing Pod U-B See Note 4 l Future Uti I ity Opening S'-10¾" 3'-11/2' 6' -1/," 3' -1½' 22' -½"± Measured a I ong ~ of abut 3 Concrete barrier ~ Top of not shown J ___________ Bockwa I I _ Shear Key {Typ) See Note 3 I I I I L ____ _j FS See Note 5 I ROUTE POST Ml LES TOTAL PROJECT 12 73 24. 7 • 07-03- RE D ! ENGINEER DA PLANS APPROVAL DATE The StatB of Collfornta or Its offfcers or O(}Bflt sholf not be rrN;pansiOfB for the acctrocy or carp/efeness of elecfronfc copies of f/7/s pfai CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 tAbut3~ i ~~-~~-~~~~-~~-~~-~:1-:-~~~-~~-~~;-;;;;;;;;;;-;;;;;;-;;-;;_~---~~-~::----r-::---~----~--:~_-_-:, I , I • ---------------------------------------------:---------T-----~ LEGEND , -------- ------- ------------------- - - ------------- ---------- ---------__ L _____ - ------__ l__ -------_: I ~ I < ~ Limits of Bridge Removal (portion) ------------;--------------------------------7 _ ---------___ ·:_ -----------------------------------------------+- Front face of new abut to match front face of existing abut 56'-41/s":t Measured a Jong I[ of abut 3 78' -4¾" Measured a I ong i of abut 3 I' -0" 3 I --:i I Dr i I ! and bond ;i: 5 dowels@ 12" vertical (3 per r-owl in I 0" deep ho I es {TypJ PLAN Scale:¼" = l'-0" (i;_Jamboree Rd~ I I . (~__:,--(----=------=------=-----~--(_-:___-:_-:___ ___ --~ -( __ -_-::___-_-::___-_-::___.;-;,---=------=------=-----1-? :=:=:= :-:/ /-· + ··-\ \:= ::=: _i/ ' ' I I I I I ' I ' ' * I ' ' \'. ' 'i 11 II II i/ '\\ ~ \ \ I I l t I : : I : ,' * l \ : \ \ ______ :: J aa L ____ ---:::c.: :_j _L ____ -:,::_::::: :_:: ~J: ~~;;;:;~;;;:; ~ ;,.--'..,!;~~-;;;;~~-;;;;~~-;;;;-.~-;::a!;,; -;;;;;;,;;;;,-;·Li \,,,~;;,c;;;;,1 ' ~ Closure Pour -------Existing Structure NOTES !. For pf le locations and footing dimension. see "ABUTMENT PILE LAYOUT" sheet. 2. For Section "A-A", see "ABUTMENT DETAILS NO. I " sheet. 3. For Section "8-B" and Shear Key Oeta! Is, see "ABUTMENT DETAILS N0.2" sheet. 4. For Bearing Pad Oetai I, see "ABUTMENT DEATIL NO. 3" sheet. 5. For I lmits of concrete removal see "BRIDGE REMOVAL DETAILS" sheet 6. Far future utl I ity opening location and size and size of steel cosing, See "TYPICAL SECTION" sheet. i LOG 1/ ~---------------'---,c4:;~'-+[----------------------------------------------------------------------~ ,--'---~------------'n"-_, __ --------- -------------------------------------------- -------------------------------------------------_ 1 ,7 --;---:-------;---:------;---:------;---: --~; I I I I • ii ii ii ii ir--. ' ' ' I I I I I I I ! < I 1,_j kJ k-.J U b-.J ' ' l,_J ' ' l,_J Note: A I I pi I e not shown ELEVATION -;;-NO.TE: Scale: 1/4" = 1'-0" ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD 0 " SHEETS 0 " DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. ~~----,-----c.L,---..-,---------------------~~~-~~-------~~,"~"~"'~0~-----7 ~P~R~E~P~A~R~E~D~~F~O~R~:T~H~E~T-----------~~'~"~°'~'~'~0 •-T------Q---------------------~~ • a;s,;:~ --~J "'-'-•• ·""'" ,, Y. J. Kim '"'"'° ',.· MSh;cenhooyl"kl STAT"' QF CAl j~Ql'HIIA Pool R. Yoong S5-0531 JAMB · REE ROAD OC (WIDEN) ~ ! ~".9N oy/sl1~;r;,.,_, mcgucni DETA1Ls J. Saldano " i;; -r n11 !1-,,_--''-""'--YYI::J----------------------------l _ 2 ._,,, / ,i----t-;;c--------+==,,----------,i PROJECT ENGINErn 11 PosT '-<ILE sicN :)FFouE J. + , auANTi ric:s ev 'f. J. Kim c1<t:cK£o M. Tolnai OEPARBIENT OF TrlANSPORTATlON 24. 7 A 8 UT 1.Jl ENT 3 LAYOUT : ~ OESICN DETAIL SHEET IEIIGLtSHl (REV, 2125105) I cu 12208 EA 0A9700 I O I SREGM!O ,"RI NTS BEAR I NG ORIGINAL SCALE Iii INC;<ES FOR REOIJCED ?LA/IS 2ARLIER RE:VISION OATES - cl£VISI@ 1~1i:S li'jltl,!.llliARl 'i1'G£ :Jil11 7 N 0 ,, ' ' \j 56' -Id/,'• <See Note 2> 80' -I'/," (See Note 21 fJ 23' -3"± (See Note 2> 6" 3' -9"± 7' -6" 5' -0" ' VWWLOL I Chamfer,-1-·' -\-t--'l_'::,-_o,81/;c1._," ' ' 5' -3" ' 1 ' .. -9" !\ , ,I ---~-------$----$----4t- 0 --------------------------!----t-I v· ~ ---~--------~ ----~ ---~--Jl-+-1 -------------------4---,,,---------1.----r----t--,~r-t--:--j-~ 3' -9"± I 8'. -3" I s· -3" _[ 4• -3" 1 r I' -9" LEGEND ·---------Indicates Existing Structure FOOTING PLAN -ABUTMENT 1 - ;; 0 ~ 0 0 ~ 0 0 / 0 • 0 0 0 / ; ,---------WWL OL 1'-8½" V -~-tt-----;:._ l'-9" / 5 Spaces O 3'-10" a 19'-2" 2' -4".t 0 ' "' 0 ' -----;_ 6 Spaces fl 3' -3" = 19' -6" 2' -0"t 23' -3"± (See Note 21 E FOOTING -:;-NOTE: ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDER I NG OR F ABR I CAT I NG ANY MATER I AL•. D(SICN. OET.llL SHEEO !ENGL IS!ll (RE'I. ~n~;oSJ Scale:¼"= 1'-0" D Indicates New Concrete Pi I Ing Indicates New Concrete Pl I !ng (Battered 1:51 Indicates Existing Pf I ing Indicates Existing Pi I ing (Battered) (See Note 21 ~Jamboree Rd __/ (See Note 2) PLAN -ABUTMENT 3 Scale: 1/4" = 1'-0" PREPARED FOR THE OES I CN a, CHEC><EO Y, J. Kim C. Shenoy ., OET.\ /LS J. Sol dona CHEC><EO K. Michal Sid Pou I R. Young STATE OF CALIFORNIA ;----+,,..---------l-c=,,.------., CHEC><ED PROJECT ENGINEER QUANTITIES Y, J. K !rn ----- M. To/no! ORIGINAL SC.llE '" INCHES ro1t REDIJCrn nANS 0 EPA RT MEN T OF TR.INSPORi ATIOH. I cu 12208 EA 0A9700 D!ST COUNTY I ROUTE 12 Ora I 73 xp 09/30/0B '-T/16 Stato of Co/lforn/a or its offlcsrs or agents {,: ·~ * S/lol I not be respcnslble for the cx;r;1.rocy or &'4" ~,,. cmp/etoness of electron(c cop/es rJf t/lfs pfcn sheet. I? OF CALI~ CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY IRVINE, CA 92618 M ~~~;;';Je pre stressed -tLJ ] ~ ~::: 100,000 LBS Min~ ~ y 4 strands, Mr Ii - **Tobe In place when pile is cast I T-¾"1 1"----"A" bars x Min total 4 ** T• I' -0" SECTION X-X Not to Scale 32' -0" Min Pitch of spiral --i W6. 5 wire ------:4==--==---=1ttfi • ___ _ lll-q- 111 "' " 111 111 ~ +-c 11 >, 0 0. ID +-ID L 0 C 0 0 +-~ 0 0 © L Q_ 1 *** WI !.Oat 2" may be substituted ALTERNATIVE "X"-TEST PILE DETAIL NOTES CFor information not shown see Std Pion 82-Sl Not to Scale I. For Abutment Layout, see "Abutment I Layout" and "Abutment 3 Layout" sheets. 2. Measured along center I ine of Abutment. BRIDGE NO. 55-0531 ! JAMBOREE ROAD OC (WlDEN) ?OST MILE :f 2l, 7 j ABUTMENT PILE LAYOUT cl£~1SJC!I OlifS IPRELIMIN~RY :iO-IGE :lNLll ,HEEi I DISREC,1,RD PR1NTS SEARING I £ARL1£R REVISICN DATES -! I I I I I I I I l 'I o I " I " ,- w a • a • A a ~ 0 ~ ~ • a " ,~ :, < " ,~ ~ N 0 BB or EB ct f-------t I New Abut= Exist Abut= Brg Exist BB or Exist EB 1'-0" l'-3" I l'-3" Joint Sear (MR:=l½"l Structura I~ #5 x 2 , _0,, Appr-oach @ 1 2" Slab (See Note 2) / --------------/- / --------------/ __ 0 ' '" Geocomposfte Drain L •6 O 6" 5' -0" I ' 3" Cir See "Ora i nage Deta i I s" .,, ,,-- on "STRUCTURAL ---I APPROACH ORAINAGE I DETAILS" sheet I 0 • : L \ l""'lu ,~--'l I I I I (See Note 7J i /Cone Box \ --,--------------------{ /:~ - - - - - - - - - - - - - - , l Detail I ~ I 1 (See Note I) I I I I I ' Oeta i I 2 (See Note l > I I '----------- ' i-t"--"8 f----i<Tot SJ 3" Cir See Note 3 Girder Slope paving #6 @ 12" Embed 1'-6" into footing (See Note 41 F~'::=::::~~:::::;:==:;::±:::::;=:J=!:;=;:::;½z;~~I #6 Cont .----t-(Tota! 16) L NQTE: u 0 ' '" "' ~-+--t n I' -6" 2' -0" 2' -0" I' -6" 7' -0" TYPICAL SECTION Scale 3/4" = 1'-0" #8 ~ 12" 3" CI r (Typ) s Concrete Pi le BZ-S Alternate "X" CTyp) (See Note 61 0 ' ;., 2' -0" =5~~18" Note: Chain Link Roi I Ing not shown. l-1 11csxS' -!O" @ 9" DIST 12 ROUTE 73 POST MILES TOTAL PROJECT 24. 7 0 AL SHEETS Structural Approach : ,J I ~~ {2" ---------------=--=-=_J=+.<: 12" Slab Type EQ (10}~ ~-\_------------I rene as Brg Pads) i---------------r- z-ti:10 ~--":-1r. I I I •9 L_ O 6 "·-=i:1 ::::::.J ~ ( Inside Face> I I Fi I let beyond---i (See fl.late SJ j/: Geocompos I te Drain I I ( 11 9" tt5 cont (Total 2l WWLOL ::icl=---•s L_ • 12" (Outside Face) SECTION A-A ~ Abutment~ Scale½"= 1'-0" •9L__o 6" (Inside Facel NOTES PLANS APPROVAL DATE Tl16 State of Callfornto or Its offfr:ws or OQ(H)t sfla/ f not be responsible for the CJCC!TGCY or r:;mp/ef,;ness of electronlc copies of thfs p/a'I CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY IRVINE, CA 92618 I. For Details I and 2, See "ABUTMENT DETAILS NO. 3" sheet. 2. For Structura I Approach Slab, See "STRUCTURAL APPROACH SLAB TYPE EO(IO}" sl1eet. 3. Elevation at top of slope paving to match elevation of existing adjacent slope paving. 4. Terminate typical abutment front face reinforcement at base of shear keys. 5. See Oeta i I C at "STRUCTURAL APPROACH TYPE EO C r o > " sheet. 6. For test pi le location and deta! I, see "ABUTMENT PI LE LAYOUT" sheet. 7. For dimension "a" of joint seal required, see Joint Sea! Table on "ABUTMENT DETAILS NO. 2" sheet. Note: Barrier Raf I ing not shown. ll+-~--------1------------ I l;+--+----;---------\-------- 11,_-+--+------+---] #5 @ 12" Embed !'-6" into footing (Tot 3) IIT I llt--+---+-----'--- 11 ll+--------.-"""-------11 II Abutment----fl:=:J:=+==j_ _ _j_ ___ ~),.,,;::;:;: stem wa I I T •sl__o 12" (Outs r de Facel F i I I et beyond (See Note 51 ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD WINGWALL ELEVATION Seate½"= l'-0" ~ DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. OE;S!GII DETAJL SHEET (EIIGLISHI !REV. 2/25/05) ""'" ",. J. Kim '"'"" C. Shenoy PREPARED FOR THE ~s;~~;;; JAMBOREE ROAD QC (\-1/lDEr,J) ,__o,_,_._"_'_+I ~"-J_._s_a_,_aa_n_o ____ +c,'"-"_"~'-'-·-"-'-""_o_,_,k_i _ _,sr A TE OF CALIFORNIA, ---:;=~"-'.,---:"-;-;:::c:tcc,::..,-ER------1-,~o-,,-",-"-+----------------------------..; ' I" ""'"'" ABUTMENT DETAILS NO 1 _ :iuANr1r11cs '(, J. Kim M. To!nai • DE?.\:iTME!iT OF TilANSPO!HATlOH 24. 7 · • CRIGWAL SCALE 1/1 INGHES ;oR HE~UCEO PL~NS I I ICU 12208 EA 0A9700 I DISREGARD PRINTS SEARIIICI I EARLIER -~EVISIOII DATES - ROYISiCI! orn:s :PRElil.!INARY m.G<. ,;11rn I I I ii!EEi i a , I .c N 0 2' -0" j I Min Lap •5 Dor□ #5 (Total 3)--- Terminate 2" clear from top of existing footing rt Abut\ •5 n~ SECTION C-C Scaie3/4" = l'-0" Abutment stem re inf Abut backwa l I relnf "5\0, _____ l _____ _ 2' -0" 11 Min Lap I' -6" •5 [ @ 12" I' -6" I I I SECTION D-D Scale%"= !'-0" •5 OorOnot 5) -,;;i..--i------\ \ 1 \ I 1 #5 CTotal 3l Terminate 2" clear from top of existing footing Deta I I 3 (See Note 31 \ 1 Abutment backwa 11 re inf 2' -0" j I Min Lap •5 D ____ £rt Abut ----",:---'~{b-•5 Embed Brg Pad ~r-5 SECTION E-E Scale 1/4 " = I' -0" Abutment stem re inf SECTION F-F Scole3/~""' 1'-0" -------------- ' "'5 Cb/7ota I 3 Deta i I 3 ( See Note· 3) f into footing ;i5n~ tToTal 2J ~ _____ / rt Abut 7'"F'-#5 Embed into footing 2' -0" f I Min Lap #s D not s) #5 Embed into footing ROUTE POST Ml LES TOTAL PROJECT I. For Section 8-B, See "ABUTMENT ! LAYOUT" ond "ABUTMENT 3 LAYOUT" sheets. 2. For wingwol I reinf, see "ABUTMENT DETAILS NO. I" sheet. 12 73 24. 7 PLANS APPROVAL DATE 3. For Detai I 3, see "ABUTMENT DETAILS NO. 3" sheet. rm State of California or Its officers or a,;;ent shall not be responslb/11 for th/1 accu:-ocy or carr,leteness of eltictnxilc copies of this plm 4. Terminate typical abutment front face reinforcement at base of shear keys. CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY I RV I NE, CA 9261 8 2 Eq Spaces .Ll1 I O < o o l 6" Typ ' ' ' I • I I ' I I : yAbutment ! :/:j (Beyond) #5 Ori I I & ~ Dowe I CTyp) : • I ,__ ---: ~I,"" t=f ' . ' SECTION 8-8 No Scale JOINT SEAL TABLE seat Const Jt "'5 n~ (Tot 2) ,q-#811 Jt •5 n: (Tot 2) "a" Dimension Movement Deck Rating Concrete Placed INTERIOR SHEAR KEY NOTE: Scale 3/s" a 1'-0" THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDER I NG OR F ABR I CAT I NG ANY MATER I AL. SIGN OFF'OATE j I OESIGi,/ OETAlt SHEET IEHCLISK) (REV. 2/:?5/05) ELEVATION (Tot 51 Const f ~~-'--A\---1 See Note 4 EXTERIOR SHEAR KEY ELEVATION Scale%" == 1'-0" DESIGN Y. J. K!m c. sr,ency ?RE?ARED FOR THE " J. Saldana K. Michalski STATE OF CALIFORNIA 1-,o-,-,-.,-,-, ,-,+c,,~,-_-J_-,-, m-----+,~"~"~ .. ~,-,-,_-fo_l_nc_l __ -i. D EP ART:.1E?ff OF iiiANSPORT A ii ON Of!IGIN~L 5ClLE IN !HC~ES FOR ~EDUCED ?tMIS Pau I R. Young PROJECT ENG I NEER I cu 12208 EA 0A9700 IMR) Bridge Type ® Winter Fa I I -Sumner Spring Al I except l'/s'' I" 1/2" I½" CIP/PS CIP/PS I" ¾" ½" 3fll0GE >jQ, ~ 55-0531 JAMBOREE ROAD OC (WlDEN} " t:,~oI,s.~"''°"'""'"''':_--ll----------------------------------1 ABUTMENT DETAILS NO. 2 24. 7 I O ! SflEGARO Pfl I NTS SEA fl I NG £ARLIE:R REV!SION OATES -j ('I '" 0 I Cf. Bear Ing pad para I 1 e I / to (f_ of girder Note: Edge of Galv Sheet Metol~_,_c::r~'---~~--''7<'-r- Galv Sheet Metal (0. 079" thick) Coat top of Bearing Pod with silicone grease prior to p!aclng sheet metal. PLAN Bearing pad CTypl Galv Sheet Metal 7 Expanded Polystyrene ~ same th I ckness as~.. I I Br" Pad I I 3" Bearing Pad ® L • 1 B0-13 eve 13-1 ELEVATION BEARING PAD DETAIL No Scale 15"x15"x3" Steel reinforced or fabric reinforced Elostomeric Bearing Pad. See "ABUTMENT ! LAYOUT" & "ABUTMENT 3 LAYOUT'" sheets for location. Bearing pad (Typ) ½" Expansion Joint fi Iler ½" Exp Joint fl! fer . 0 0 / ~ 0 0 n / c ,;:-NC.TE: I Q:. Abutment----------ii' "i 3" Limit of transverse deck reinf & distribution bars I' -3" #8 Cont not 5) extend to 2" cfr from edge of deck Cons+ Jt I" Cir #6 U@ 12" (See Note 3) Pr-estress in Anchorage Blockout and Gr 11 I age 4" Fi! I et I 0' -0" #5 !O 6" Place para! lei to and space normal to q_ Girders 12'' Note 3) ;.a\_____/ nota! 5) END DIAPHRAGM TYPICAL SECTION Scale 3/4" = 1'-0" ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ~ DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. Face of abutment backwa I l ~--Expanded polystyr-ene "a" (See Note 5) (See Note 5) DETAiL 2 No Scafe Face of Shear Key Expanded polystyrene DETAIL 3 No Scale Abut Seat Abut seat 2' -0" #~ 11:! 9" (Typl 3-•6 []var SECTION G-G No Scale oe:s I GN Y. J. Klm c. Shenoy PRE?ARED FOR THE ~N ov'7's1GHr / Jon HIJr&iguchi a..; 13 07 SIGN OFF,OATE I \ DESIGN OETA.IL SHEET !EN~LISfH [REV. 2ns1os1 Pou I R. Young PROJECT ENG I NEER i-°'-'_"_'_' --,i-;::--J._sa_1_oa_n_a ___ -+~'"~"~",,":::'c:.·:::":::'c:.ch:,:a:,:1S:::k:::r _--l ST A TE OF C ALJF ORN IA 3v Y. J. K!m ~H£c~Eo M. Tolnoi • QUANTITIES DE?,\llT1E~i OF TR:ANS?ORT.UlQN: ICUl2208 EA 0A9700 ROUTE POST MILES TOTAL PROJECT 12 73 24. 7 ~ 07-03- REG I srEM'.oiENGiNEER DA PLANS APPROVAL DATE 1716 State of Callfomla or Its officers or ,;gen shal f not be responsible far fh/J ocarocy or ccr,p/efMess of e/ectronfc copies of thfs p/oo CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY IRVINE, CA 92618 NOTES I. For location of Detai Is ! and 2, see "ABUTMENT DETAILS NO. I sheet, 2. For location of Deta! I 3, see "ABUTMENT DETAILS N0.2" sheet. 3. Reinforcement may be bent or lowered to clear prestressing ducts. 4. For locatfon and size of uti I ity openings, See "TYPICAL SECT I ON" sheet. 5. For dimension "a" of joint seal required see Joint Seal Tab I e on "ABUTMENT DETAILS NO. 2" sheet. §Alternative I Temporary Bumper with inserts Structure Approach Slab II 1/a" X I' -0" Neoprene strip. Place prior to bockfi I ling the abutment backwa l I and insTal ! ing the temporary bumper. ( F o Id neoprene, ---="""c::::::......r into chamferl u cs Geocomposite-~__., Drain 24. 7 I O I SREGARD PR I IHS 6EAR I NG ~ARUER ilEVISiON OllTES --- DETAIL 1 ·No Scale ::J I" Chamfer Abutment Backwal I w " < 0 • ;; 0 ~ 0 0 N ' n 0 ~ 0 :-------------- I I ----------------__ _/ /\------------------------------· -------------, 6' -0"± 12' -0"± Equal Equal Exist Ret Wa I I Exist Ret Wa ! I No. R!205M No. Rl2! IM (BR No. 55-0935MJ 12' -0"± Existing Cable Roiling to remain qua I Equal ----- -t- I -7". Elev 22.42+ Bottom of Wa ! J Elev 42.632: Fractured Rib Texture <Typ) (See Note 4&5> 0-w 0-w 0-w 0-w ' 7 -'1 TIEBACK SCHEDULE Design Force Per Tieback 100 kips Note: Exist barrier, Type 50D to be removed not shown for c I ar i ty. Total 4 11/z"+O.C. DIST ROUTE POST MILES TOTAL PROJECT 12 73 24. 7 PLANS APPROVAL DATE Th9 State of Collfamio or fts officers or agent sf1011 not b<J r11sponsfbfe for too r,:;ci.rocy or cwp/eteness of 9/ectronlc copies of this pl<n CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY IRVINE, CA 92618 11/z":!: O. C. 10 AL SHEETS () --~~x-i~-78:~o Pipe~ _________ ) __ _ Note: NoT a I I abutment pi I es shown C g 0 0 I ,' \ ' \ ' \ _____________________________________________ ~; ,;-NOTE: ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELO ~ DIMENSIONS BEFORE ORDER I NG OR F ABR I CAT I NG ANY MATER I AL. OESICN OETAIL SHEET IENCLISHJ !REV. 2/25/05) I I ELEVATION 1/4", l'-0" New bridge footing (above) 0 PLAN 'f,", l'-0" " DESIGN Y. J, Kim ~New Tiebacks {Typ) 0 C>1EC1<EO Ex! st shotcrete removal I imits for new tieback anchors ( See Deta i I 4 on "TI EBA CK WALL DETAILS NO. 2" sheeT. FRACTURED RIB TEXTURE DETAIL WLOL LEGEND D Indicates exist tieback Indicates new tieback !ndico-tes new construction D Indicates new pi I ing Q lndico-tes new pi I ing (Ba-ttered 1:5) ~---) Indicates exist pi I ing C.) Ind i cotes ex is-ting pi I i ng (Battered) V ~ Exist shotcrete to be removed and replaced Wff~ Exist concrete to be removed and replaced No Scale NOTES I. For add it i ona I information, see "GENERAL PLAN NO, 2" and "FOUNDATION PLAN NO, 2" sheets 2. For layout, dimensions and detai !s. see "RETAIN I NG "TI EBA CK WALL DETAILS NO. I" thru "TIEBACK WALL DETAILS NO. 3" sheets. 3. Al I Tieback Anchors are perpendicular to wal I horizontal /y unless noted otherwise. 4. Fractured rib texture to match the existing fractured rib texture on the adjacent retaining wal Is. 5. Contractor shal I field verify and SLlbmit fractured rib texture detai Is to the engineer for approva I. 6. New tiebacks sho I I not interfere with pi I es. Contractor to coordinate locations. w , C. Shenoy PRE?ARED FOR THE 8RIOGE NO. 0:: mrns J. Saldana ST ATE OF CAL!FORN!A !----t-~------+=~-----'I C>lECl<EO K. Michalski Pau I R. Young PROJECT ENG I NEER ss-0531 JAMBOREE ROAD OC (IN!DENl ~ t=e~oe,s.[,;;1,:gce[=il-----------------------------<0 2,.1 TIEBACK \/'/ALL NO. R1205M LAYOUT; • auANTl'fiES BY Y. J. K!m DE?ARTYENT OF TRAIISPORTATlON· (:IIEC~ED M. Tolnol ORIGINAL SCAl[ ;N INCHES l'OR REDUCED P~~NS I cu 12208 EA 0A9700 I OISRE(;ARO PRIIHS 3EARING P.EYISI~ JAltS tPfiELIUINARY ;;;~Gi; .:NL~) 5HtE. Jf ~ E~RLIER RE'/ISIOt<I DATES -I? -;;.:; ]~ ;; 0 i' ~ 0 0 N ' • 0 ~ 0 i Abut 1--i---- Proposed Abut Proposed Abut Footing----- New Pi I e ITypl---- i New Tieback I I I ---•--.------ Var-I es Exist Cable Ral llng to be protected in place· New Slope Paving OG Exist ,:q Exist 3 9 © 6"± cont to be protected in p I ace (Typ) ----1 rS I I . I I .. Exist Shotcrete;;-----Sc----t-F-Fl--t ITypJ Exist 1q@ 12"±-""'s;:::::::-TI to be protected in p I ace tTyp) (See Note 4) Ori I fed Hole CTypJ (See Note 6) I . . -----: WLOL I 5 .. C 317"7';' i:5'· 1:..orill& Bond Dowe J s ~ I 2" hor i z in 10'' deep hole -Exist =4 i--;@ 24± vert j @ 12"± horiz to be protected in place 7" CI P Concrete 4" Shotcrete (Typ) -+tt----,51~ 12" 2" Cir Fractured Rib Texture (Typ> (See Note 21 Exist Barrier !Type 5001 to be removed nd r""ep ! aced (Typ) 0 0 c; w 0 0 c; w 0 0 c; w 0 0 c; w ~ :0 "' LEGEND NOTES DIST ROUTE POST MILES H O AL TOTAL PROJECT No SHEETS 12 73 24. 7 PLANS APPROVAL DATE Th6 Stuto of Cal ffamlo or ffs offfcfYs or agents Sl/Qf I not /Je n:sponslblc for the acal'QCY or CC11Pfeteness of elliCfronfc copies of this plrn CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY IRVINE, CA 92618 Indicates Existing Concrete Indicates New Concrete Exist barrier, Type 50D to be removed. For limits of removal, see "FOUNDATION PLAN NO. 2" Sheet. !. For existing concrete and shotcrete removal I !mits, see "GENERAL PLAN NO. 2" and "TIEBACK WALL NO. R l 205M LAYOUT" sheets. 2. Fractured rib texture to match the existing fractured rib texture on the adjacent retaining walls. For fractured rib texture detai I, see "TIEBACK WALL NO, Rl205M LAYOUT" sheet. 3. For tieback wal ! general notes, see "INDEX TO PLANS" sheet. 4. Existing reinforcement that must be cut for new tieback instal lotion shal I maintain a clearance no greater than 6" from the exfsting bar end to the center/ ine of t lebock. 5. Cast-in-place concrete to be placed after tensioning of al I tiebacks. 6. Contractor to propose size of drl I led hole, which is subject to approval by the Engineer. ~;~~ck ----------- --_.--Exist drainage to be protected in place ' {' -:--+ I • : I L __ _;_ "' "' +< "' '" NOTE: ~, THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FJELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. • OESJGN DETAIL SHEET iENGLJSHJ IREV. U25/0S! ] ____ _ TYPICAL SECTION NOTE: Existing concrete and shotcrete removal I imits not shown for clarity. ~ c; 0 oEsic;N Y. J. Kim c><E~~~o c. Shenoy PREPARED FOR THE 9Rioci;: NO. J .,, O ~ ~--+"""-----+'="'.,,,"',,_' ____ . s-1 AT!:-OF CALl•OR", IA., cc-''c:c"'...::':._· .c:Yoc='''------~, °"'-""55'i!.-""0-"'-5R3_1_t __ A_i!;_l_B_O_R_!E_E __ n_A_D_O_C_(_\_V_I D_E_N_) ---a.A" :E:TAILS J. Saldana K. Michalski I ll PROJECT ENGINEER :-POST MILE - " Y. J. Kim '"'0 "' M. Tolool . DE?AHl!ENT OF TRANS?ORTATION 24. 7 Tl EB ACK '11/ ALL DE TA l LS N Q • 1 QUANTITIES ORIGINAL 5CAlE IN INCl-!ES FOR REDUC~O Pl.ANS I cu 12208 EA OA9700 ;) I SRECARO PRINTS CEA.RI NC EARL:Erl fle':VIS!ON ~,\'i"ES __...., ;;, 0 ;;, ~ ~ < 0 Wa I I LOL CI P Concrete Fractured Rib Texture Bearing plate. Place---- norrna I to ct of tieback. Min plate size= 15"x15"X21/2" (i_ Tiebac•~-- "' ---Leve I Shotcrete or---- mortar pad 3" MI n {Chamfer edges c Ir I: I) NOTES LJ Shotcr-et-e End of corrugated sheathing End of steel tube {See Note 4) Seal between corrugated sheathing and smooth sheoth!ng Exist shotcrete TIEBACK TENDON DETAILS No Scale I. Tendon Anchorage Assembly detai Is not shown. Bona r~ ea L .::iee No enotn te 61 Seal between corrugated sheathing & smooth sheathing PVC central rzer@ 10' OC in bonded length Ori 11 ed ho fe (Typ} (BARS> Doub I e corrosion protection system (I) ® Level of init!ol grouting Level of secondary grouting #6 X 4"-0" (total "' 8} place dfogonal ly within shotcrete as shown at each bearing plate, behind typical front face reinforcement. 2. 2" min cover requfred over Tieback Anchorage. ~-----,------------~ .....-Edge of exist 1 L----shotcrete removal 3. Existing reinforcement that must be cut for new tfeback instal lotion sha/ I maintain a clearance no greater than 6" fr-om the ex I st! ng bar end to the center I I ne of t feback. 4. Steel tube (min thickness "'3/ir, ", min length "' 3' -3") we I ded to bear i ng p I ate with /4" f i I let we Id. Inside diameter of stee I tube for bar tendon to be at I east I " greater than outside diameter of smooth sheathing. Galvanize after fabrication. 5. Cost-in-place concrete to be placed ofter tensioning of al I tiebacks. 6. Bonded length to be determined by Contractor. (Min bonded length equals 30 ft} 7. A I I tiebacks sha I I be fie Id tested to test I oads prior to lock off. See specification requirement. 8. For location detail 4, see "TIEBACK WALL NO. Rl205M LAYOUT" sheet. 0 ' 1 I I I I I I I I I I I Tieback--':-~ I I I (Typ) I I 1 Bearing plate I I I I I L I o I C I I I I N -'------------------------- -----·7 I 4• -0. DETAIL 4 Cap end grade DIST ROUTE POST Ml LES TOTAL PROJECT 12 73 24. 7 ~ 07-03- REGJSTE~NEER DA PLANS APPROVAL DATE roo Stato of Cal ff om/a or its officers or Ol)ent sflal I not be responsible for the rx;ci.rocy or ca,plefeness of electroolc CC!{!les cf tfl/s p/m CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 0 AL SHEETS Exist~ Exist '~~, , Gutter~ NOTE: Exist shotcrete removal I imits not shown for clarity. ' ' I Exist~: Tieback I Retainihg : Wa I I ! ' PZT/1//J 7"+ I ' ' I L ~ Concrete to be removed and replaced Structure Excavation (Retaining Wal I) Structure Backfi JI (Retaining Wal I) GP EXCAVATION AND BACKFILL LIMITS No Scale w " < 0 • " ':' NO-TE: No Sea I e ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELO '-'-DI MENS! ONS BEFORE ORDER I NG OR F ABR ! CAT I NG ANY MATER I AL. 2?:'(v~'-'-~ PREPARED FOR THE Poul R. Young ~"~~~S;·I JAMBOREE ROAD OC (WIDEN) ~ ~q" "'7'i'"3• ;·0 Joo--So1"oguchl j-----+cc------+=,,------,STATE OF CALJFORNIA c..=__:::_=:cc,__ ____ t3 ~':2,.'I,_~+----------------------:." -·+ .. "-=..J PROJECT ENGINEER Pos-MIL- : DEP.\RTME~T OF TRANSPORT'T!O•,i' , • Tl!EBACK liVALL DETAl_! S ,~-·10. 2 " l:,'~'"~"~'~'~'"'f'~"~';;;;--::;:::::::-;::;"·':;';'.'";:';':;;:~,.,1,-----------------------...i----.:.....;..,;.;,_..,;. ____ "';;;7;:-;";:;";:;;"::::::"--t-'1'""-1-:-11~~ .. •T·...;1c:ui';~,---------f';':;; 2 ; 4j.~7::;':~':";:";;;:---'f'.'.'.::;::~~~TI:rrr:~~~~;::~::::;:::::1 ::~~!:j'.:11:'.~,~ j 0Es1cN DETA1L s1-1E.:r (E~cusH1 mEv. 2✓2s1csi I . I CU 12208 oisREa:;.>.Ro ?RiNrs 9E:.RiNc .>(vIs;C11 JATES ;P~Eu~IMR1 ;;~s, Jl<l.n ;.ma 3 ~ -~ __ EA QA9/QQ EARLIER REVISJCN OAfES -14 _, ~• DESIGN " CHECKED Y. J. Kirn C. Shenoy DETAILS " J. Saldana CHECKED K. M!chalski OUANTITIES! SY Y, J. Kim CHtCK~D M. Tolr.oi ORIGINAL SC~LE IN INCHES f"OR RE~ucrn P!.~NS N 0 Wal I LOL CIP Concrete Fractured Rib Textu1e Bearing plate. Place• ---norma ! to ~ of tieback. Min plate size= 15"xl5"x2½" q_ Tieback _]') __ Shotcr-ete 01 mortar-pod "' ---Leve I (Chamfer edges---- Shotcrete Bona rs ea l es tv. 8 ng1-n Ofe 6) Seal between corrugated sheathing & smooth sheathing 1: I J 3" min cir End of steel tube (See Note 4) PVC centralizer 0 10' OC ~ 0 0 N ~ 0 ~ 0 0 0 / 2 0 0 0 / c LJ Seal between corrugated sheathing and smooth sheathing Exist shotcrete TIEBACK TENDON DETAIL (STRAND> Wa I I LOL CIP Concrete Fr--actured Rib Tex-ture Bearing plate. Place--~ norma I to lj;_ of t 1 ebock. Mln plate s!ze = 15"x15"x21/2" I(. Tiebac·~-- "' - Shotcrete ar-mor-tar pad (Chamfer edges---- 1, I l 3" min cir LJ Shotcrete End of corrugated sheathing End of steel tube (See Note 41 o ca e Seal between corrugated sheathing and smooth sheathing Exist shotcrete TIEBACK TENDON DETAIL (STRAND) No Scale -;-NO.TE: ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. Pregrouted corrugated sheathlng. CAL TERNATIVE A> in bonded length Ori I led ho I e <Typ} Level of in!tlol grouting Level of secondary grouting Level of Initial grouting inside corrugated sheathing Pregrouted corrugated sheathing Sea I between corrugated sheathing & smooth sheathing 1ns • 'Cle PVC centrer i zer O 10' QC in bonded length Ori I led hole (Typ) CAL TERNATIVE 8) DES!GN Y. J. Kim c. Shenoy PRE?ARED FOR THE ;J.~i:t OVl::RSIG' T • DETAILS J. Soldano K. Michalski -C( 1.3 SIGN <JF"" PAT STATE OF CALIFORNIA 1-,u-,-,-, -,.-,-"+,c-,-,-. -J-.-,-,m------,fc,ccs,","'«",-M-.-ro-, n-,-, ----1_ D EP AR.TME~T OF Til:ANSP ORT .-HION □(SIGN JFAIL SkEET (E/fG\.ISHJ !REY. 2/25/05> ORIGINAL SCAL£ IN INrnES FOR REDUCEil i'LANS Cap end Cap end Pou! R. Young PROJECT ENG I NE:CR cu 12203 EA 0A9700 ROUTE POST Ml LES TOTAL PROJECT 12 73 24. 7 PLANS APPROVAL DATE The Sfata of Ca/lfornfa or ffs officers or (]IJ91!f shall rx,f /;le respoos/ble for the rxcirrx:y or carpletenes:; of ef(;Cfron/c C(){Jles of t/l/s pl/Tl NOTES CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY IRVINE, CA 9261B I. Tendon Anchorage Assemb I y deta i Is not shown. 2. 2" min cover required over-Tieback Anchorage. 3. Existing reinforcement that must be cut for new tieback lnstol lotion shal J maintain a clearance no greater than 6" from the exist r ng bar end to the center I i ne of tieback. 4. Steel tube (min thickness"' 1/i6 ", min length"' 3'-3") welded to bearing plate with 1/4" ff I let weld. Inside diameter of stee / tube for bar tendon to be at I east l" greater than outside diameter of smooth sheathing. Galvanize after fabrication. 5. Cost-in-place concrete to be placed after tensioning of al I tiebacks. 6. Bonded length to be determined by Contractor. {Min bonded length equals 30 ftl 7. A I I tiebacks sho I I be field tested to test I oads prior to lock off. See specification requirement. 8. Strand coated with corrosion Inhibiting grease and encapsulated in hot·melt extruded HOPE BRIDGE ,m. OIAL SHEETS ~ JAMBOREE ROAD OC (WIDEN) ;;: l--;;;,o;,,;-,-:;,,;"-a,-,f------------------------------'! 55-053 I 24. 7 TIEBACK WALL DETAlLS NO. 3 DISREGARD PRINTS SEARING I EARLIER REVISION OAT"E:S -I I N 0 2' -0" #II Cont (Bund I ed) (i;. Column Top Reinforcement Edge of Bottom Slab I ( ______ ----: #JO \___J Cont Bottom Reinforcement i---Symmetrlcal about I{:.. of Column PLAN Scale: 1/4":l'-O" See Typical Section on •5 O 12" ';' "GENERAL PLAN NO. I" sheet for locations of (Typ Ea End) ~ Co I umn .-1 co I umn f I are retrof 1 t. :L.~-+-'-~-_____!~-L' _L~-'=_-=;-,:ri:'r-:-~ ==L=--_,_-T---------~~-i _____ _ C-E ID :JC -0 = ON "' 0 ID <> CO w 0. D 0. 0 ©v> 0 +-I+-0 -z DE-ID L -©S-D O.C C :J +-© <D O L C ~ # W 0 ' © 0 N 0--+-- L 0.© V, > • 6" I @-- 1 '--11"-+-□eck drain pipe 1 I!:! 6" #5 tirr S acin (See Notes 4 and 5) 1 Top of footing I ' ' I ' ' I See Note 2 --------I _______ [ _______ ' For complete footing reinforcement, see "BENT 2 DETAILS NO. I" sheet ELEVATION Scale:1/~"=!'-0" I ! -ri:--fr :-!4-:--:'r:---ri:· fcu fcU fcu fcu fcu ' L - ';, Uc -' ::, ,..,_ •5 m ffl 0 5' -0" #II Tot 52 (26 Bund I esl No splices permitted 2-#7 Bundled hoops (See Note 3) ~ IL Co I umn SECTION C-C Scale: ½"=1'-0" 9' -0" 4' -6" I 4' -6" s-' +-CC l --Bent 2 0© "' ::, a: I /Const Jt Tota I 22 r #I I Cont ,. "' \ "\ \ 0 --+-C LID u a: C -~ 0 in ::, ' (Bund ledl -• ·-r; -'-. ~ ' 1-#9 Cont I Total B I "' (See Note 61 7 r--see Note 5 ' ( / (Typl . . I . . . "---•9 Cont_____./ Total 2 Ea Face ,,_'\__/. ci' (See Note 71 #IO , , ~ o,, '1,, SECTION A-A Total B I "= -Scare. ½ O " <I:. Bent 2 Const J t ---..-....::::,d:._Column Reinf SECTION 8-B Co I umn f I are reinf not shown See "BENT DETAILS DI ST COUNTY ROUTE POST Ml LES TOT AL PRO.JECT 12 Oro .73 24. 7 ~ 07-03- REGISTEPkoiiNG(NEER DAT PLANS APPROVAL DATE roo Stata of Colffomlo or /ts officers or O!)ents s/lrJ/ I llCJf bl'J responsible for tile occiracy or carpletendss of electronic copies of this pfai CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 LEGEND ><:::> Indicates Bundled Bars ~ Column Concrete & Re!nf Removal -Expanded Polystyrene NOTES I. For Section "D-D", see "BENT 2 DETAILS NO. 2" sheet. 2. See "BENT 2 SEISMIC RETROFIT DETAILS" sheet, for Concrete & Re 1 nf Remova ! Deta i I. 0 AL SHEETS ·3. Al I hoops shal I be butt welded continuous hoops and meet "Ultimate Splice" requirements. 4. Horizontal ties to be hooked around vertical stirrups. 5. Stirrups to be placed normal to and spaced a! ong 4. Bent. 6. Reinforcement may be bent or lowered to cfear prestressing ducts. 7. Reinforcement may be discontinuous at uti ! ity openings. No. 2" sheet. NG-TE: Scale: ½"=1'-0" ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FJELD For detai Is not shown ~ L,:;D:,:l_;;M;,:;E;;,N;,;S:,:l_;O::,N;,;S;_;B;;E;;,F_;O;:,R;;E;_;O;:,R;,;D_;E;_R;_l;_N;,;G~O;_R..;,F;_A;,;8;,.R;,;l,;;C;_A;,;T_;l;_N,;;G..;,•;_N;,;Y_;;M;_A;,;T.,;E;_R;,;l.;,A;,;L,;,. ________ .,. ___ ...,,... _______ ..,..,,,,,,,,,,, ______ ..,.. ________ ..;s~e~e..;S~e~c,;,t.;!~o,;,n..;,",;;A.-,;;A." ________ ,...-----,,.-.-----------------------------1" \ SY Y. J. Kirn PREPARED FOR THE aRioce: -~0 -;.t;: ------~~c..,u.;, ""'" Poul R. Young 55-0531 JAMBOREE ROAD OC {WIDEN) il o§G q_Rs/GlH3 ~/d1on t!o gucni • oE:TAILS J. Saldana STATE OF CALIFORNIA PROJECT ENGINEER i--eo~s.-,,-,_-, -.1-----------------------------'1 L - -1-,-u-,.-,-.. -,-"+--Y-.-J.-Kl-m----+-~-------lDEPARrnENT OF TRANSPORTATION 24, 7 BENT 2 LAYOUT e t~'~"~"~'~'~'7'~''"'::;-;-;;:-;::;:-'-::;;-;;;;::;::'"'..l.------------------------i--------------~;::::-:;::;-~::;:---t-':""-r-~7---:-7-"1cij'"'ii'io',i _________ T'::'.':':;';.':'.::'~-:;'.::;::::;'"--,::::;::11!$~~~~;;:~CT:;µ1:'.:::;:::::::::::::)'.21li:L'.,::l,-· I Cu I 2208 I I ~EVISIO'I OAiES <PRELil!INA~Y :;TASE ~NU) ;;iiET Ji /~ • DESIGN DETAIL 5HE£T ,ENGLISH) (l![V. 2/25/05) ~~~G~~~~ctgA~t .. ~~ INCHES EA 0 A 9100 glm:~~;i~E~~~-n~ g~~~~N"......______ 1 1 1 J I h ,::; /:;-: ~HECKCP C. Shenoy CH(CKED K, Michalski CHECK(<> •A. Toi nor N 0 Top Reinf Mat -Bottom Re!nf Mat #IQ@ 12" Max (Total 24l~ ' ' -L ' ' '-" I 'L,_, I' , i/ I -~, -:-./-1--1 J \ -~ I ' I ' ' ~, '--l-1-I ' " I r # 1 O @ 6 " Ma_x::_---r, t1--J1---l--j+-_t;_t1--J_-!+---j+-_tl---t1--J_-!+---j+-_tl---t1--J_-l_t_-f+-_t1_\-l< natal 471 - 1 _ ' ' - I' 1, •JO© 6" Max ~v (Total 47) -- - I ' \ ~ ' -~ ' I I I ' I I I I ' I ' I I I I I t Column & Footing I I I -~, -:-./-(-_ .!.... J I I -~, -'--l-1-~ .!.... J ! I -~, _I_./-1-~ .!.... J I I -~, -:-./-1- _.!,__J I noTa I 36J (Typl ( Class 140 Cone Pl 1e§2-s Alternative "X" I "' ' _,::-j:: (-_ _j_ ____ =-_,_ I ' -r" I -~, -'--l-1-~ !....J ! 0 ' 0 ' " 0 0. V, N I -~, -:-./-I -_ _,__ ____ _,_ -1 J 0 ' N 1------ 0 ' I ,N -~, _I_./-I --1------+ ~.!.... J I 0 ' 00 0 ' " a 0. V, N I -~, _I_ ./-I -_ _,__ ____ _,_ ~ .!.... .J U) I : 0 ' "' N I' -6" 2 Spa@ 4'-0'' = 8'-0'' 2--o" I 2--o" 2 Spa@ 4'-0'' • 8'-0'' I' -6" 23' -0" FOOTING PLAN Scale:½"" 1'-0" NO-TE, 0 ' "' I I L +-- C u © tl "' © D E w 5' -0" ), 1",-----,-i- DI ST COUNTY I 12 Ora I n I 24. 1 I I £-~ 07-_0_3_-_0_7 ~~,="=,~,""-- REGISTE~NEER DATE ;~'l.i, 10~,;< •' e ,..,,, ~ !:? Y.J, K!m z 0P~L7A"NS~A~P~P~Ro=v7A7L--c-DA~T=E~----ll~~~o. c 67151 E xp 09/30/08 I-Illa Strite of Cal/fomlo or fts officers or 0<}6nfs .,ic ·~ * s/laf I not be responslb/6 for the acer.racy « .1''4 ,"?- carplt;feness of electronic ccpfes of this p/a, sheet. 1?: Of." CAL l~ CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 6" max to [ :i~~r stirrup ~ '----Main column reinf #5 @ 12" max longitudinal and 12" max transverse hook around top and bottom reinf outside of co I umn hoops ., . ' . '\ \__ ,......___ , /_ -, - rr, rr7 ' I i I ' ,1 ' Class 140 !Cone Pi le82-5 Alternative "X" {Tota I 36) (Typ) FOOTING . /. rr, I l I #IQ@ '6" Max (Tota I 47) SECTION Scale:½""' l'-0" Column hoop reinf . /" . /" ~ -,, rr, : I I . , #{Q@ 12" Max <Total 24) \ _ l I \__#lb BJ 6" Max not a I 47} ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD "i.;D;;'..;";;;E;.;N;;S.;.I O;;N.;;5;;..;B;;E;;,F..;O .. R;;;E...;;O..;R..;D..;ER ... I N.;.G;,_,O;;.R_F_A..;B_R_1.;.cA_T_1 N_G_A_N_Y_M_A_T_E._R_I A_L_·--------.,-.----,~--------r:,:~~-----""l'--,~~~~~-=-~~~-,-------------,~~~~,---------------------------1 \ ilfllOGE NO. ~ .......... ~"-" ,..,~~ 55-0531 OES-tN 07v flSIGHT / Jor<!i):imoguchi Ct.._l3Lo·7 POSTl.!ILE m., ,,. om 24. 7 DESIGN OETA!L SHH.:T (£NGLISHl CREV. 2/25/1151 DESIGN " Kim C><E!:KEO c. Shenoy PREPARcD FOR THE Y. J. a, CHECKED STATE OF CALIFORNIA Poul R. Young DETAILS J, Sal dona K. Michalski PROJECT ENGINEER • OUANTITIES a, Y, J, Kim C><(CKEII M, To!nai DE?ARiME~T OF TRANSPOAH TIOW ORIGINAL SCALE IN INC~ES I ' I ' I ' I ICU 12208 rnR REDUCEO PLAHS 0 ' ' ' EA 0A9700 - BENT 2 DET Al LS I O I SRECARO PRINTS ~EAR I NC I EARLIi=;R REVISION OA-rES -I I ~ (\VIDEN) ~ " • NO. 1 ~ ~ irlECi , z I I I ,; 17 I " ~ JAMBOREE ROAD OC ;;, 0 " Main column re inf (Typ) 2" } Column 4" Expanded@ po I ystyrene ~~-1 1 3 (See Note 3) -_. #7 Bundled hoops (Typ) See Co I umn F I are Oeta r f, Typ ~ C ID ~ u L 0 <;-c ID L ID L 0 <;- 0 ~ E L -u I "' 1--------- ' -\ ~ 0 "' ' " -"'" ~ • ' ro 0 ' " "' "' • ~ 0 CD ' ID ID C -LEO "'" 0 ID -UID <;-L N CJ> 4' -6" I 4' -6" f Column EC ' I ~ ' ' p I ( I ' I I BC _}_{_s:~fit 0 ' -"'" I ine 0 ' - "' 0 ' - "' u 0 D 0 L 0 o._ COLUMN FLARE ISOLATION DETAIL ServiceJJ I 0-C ~ "''-<n-cc u 1 2· -6" I I ' 0 0 N ' • 0 ' ' 0 Main column re inf (Typ) Scale: 1/2" = I' -0" Column @ 4" Expanded polystyrene between column flare and soffit, Secure to column with adhesive . 0 0 / ~ 0 0 0 / E ':' NO:rE: SECTION D-D Sea I e: ½" = I ' -O" j THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ~ DIMENSIONS BEFORE ORDER I NG OR F ABR I CAT I NG ANY MATER I Al, #7 Sund! ed hoops (Typl Service sp I ice (Typ) /SeeN~ UT!es sp I ice CTyp> (See Note 2) o-L ID e-L #JQ Bottom main reinf 11. Bent 2 LO 0 0. D <n I I I I I I 2' -6" COLUMN FLARE DETAIL Scale: ¾" = 1'-0" I I I I I / J I I I I I / J I I I I I / I I I I I I / I I I I I I / I I 1 Co I umn main 1 1 1 1 I 1 reinf (Typl I f Column 1 ! 1 / I ~~~'~-~-~-~-c,-~-"""-=-~.J~=~~2~~~a,:;~~~=='~-=-~-c.J~==; f ,,,..,,,. -...., I ! / ' J I // '-I I ' I I / I Top edge of J I 1 column flare \. / f J ', // / 1 ==""::c="':';'::"::'":"::':=":===cc{='~:c"3ac=;:::=-":'~/~/==c=':'""''====11 u5 FI ore re inf I __ ----+---, ___ , @ 18" max at top of f I are & J I 1 J \ / @ 6" min at bottom of flare r I 1 1 I J 1 ------\ I I I (Tota I 20 J I f ! i I I Face of bent J I / J 1 cop (TypJ I Co I umn hoop 1 1 re inf I I I I I I I I I I I I I I I I I I I I / I I I BAR PLACEMENT DETAIL Scale: 1/2" = l'-0" NOTES DIST COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 24. 7 ~ 07-03- REG!STE~NEER DA PLANS APPROVAL DATE ll16 Staf6 of Calffornfa or Its officers or agent shall not l:16 responsfble far the OCCifacy or carpleteness of efectronfc copies of this pfa, CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 9261B I. For addition column reinforcement not shown see Section "C-C" on "BENT 2 LAYOUT" sheet.' 2. Splices shal 1 be staggered and meet "Service Splice" requirements. 3. Outer 6" of expanded polystyrene to be removed after cap beam concrete placement. 10 AL SHEETS ~&....._. ~~~· . 0Es1GN I ay Y. J. Kim PREPARi:D FOR THE 3R10GE No. ~ (ili;k;;'';·",",,' ;,;;7Jon~-• ,'_"_'_"_' -+·-·_J._s_a,_ao_na ___ -4---_ __;_::c..:...::....:c"---._jsTATE OF CALIFORNIA Paol R. Yoong ::::c5;;-5-,JO!I!53I:l~t--J_A_i\/_~_B_O_R_E_E __ R_O_A_D_O_C __ <..:.W.:...' .:...'D=-=E:..:f;..:.!..:.J _ ____j" C><ECi<EO c, Shenoy ...,\ __ .;:;>_W_ ~-PROJECTENGINEER ~?OSTUILE t:"~";:'~';,'7"~"~':;-;-:'-:;::7::"-:";:;'~=-.... --------------------k-0 _ 0 _'"_'_'="-'_'i1.'-'.:.:'':..:::J,~K';;·m:..., ___ ;i~i~=:---fD;;E.:.PA:;;R;,;T,;;!d1E;;,HT:..:;O.:.F_r:,:RfA::,;N;:;SP~O::.R:.:T,:Aril:;:0:.:,NhuTi'f~-------➔-;;;~2i4.;7;:;:~;-;;;;'.:::---B:::,:E;-::N~T~~2;:~D~E;T~A;;l~L~S~::N~0;·::2;'.:i2l1□'.:±d,w • DESIGN OETAll SHEO:T !ENGLISH) rnEV. 2/25/051 ORIGII/Al SO.LE ]I/ II/CHES cu 12208 I RHlill):j ~AIES ,PRi:LJ~lilAOI >IAGE aWlfJ g FOR FIEWCEO PUNS O I SREGAFID ?Fl I NTS BEAR I NG secE• )F ~ EA OA9700 EARLIER ilE'IISION OAT!:S -I ,3 35 !~ ~><ECKEO K • Michalski CHECKED M, Tolnoi } Column ~~~~-~:\ __ f-(;~~~i----+--~--------~--i2------ '\__ __ ,,/ ---I / \, 'J' ' _/ \ --_ ~ i / Existing concr-ete See Detol I 5 ; ~ ~ , : & re inf removal, Typ \ I / I '" 0 \ I ' I I ' ' ELEVATION EXISTING CONCRETE & REINF REMOVAL DETAIL 0 0 / 0 • 0 u 0 / " -;;-NQTE: AT ALL EXIST COLUMNS (j:_ Bent 2~--- Existing column reinforcement SCale: ½" = l'-0" 9' -0"± 5' -0"± ~ Column I SECTION E-E Scale: ½" = 1'-0" ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ~ D(MENSIONS BEFORE OR FABR(CAT(NG ANY MATERIAL. Existing f I are reinforcement DESIGN OETA Jt..S '" Y, J. Kim ' I Existing Sof,fit~---- Existing concrete and reinf removal (Typl See Note 2 J<C'.w======----------- See Not~2 _ ' \ '' '' Face of existing \ ~----------------------column flare \ \ A\ •q(-j existlng flare reinf (Typl Existing-------\ "T-------------------- re i nforci ng \, ' \ LEGEND DETAIL 5 No Scale C, Shenoy PRf?ARED FOR THE SRIOGE ND, CHEC><CO Poul R. Young 55-0531 DIST ROUTE POST MILES TOTAL PROJECT (2 73 24. 7 ~ 07-03- REG I STE~DIENGINEER DA PLANS APPROVAL DATE The Stats af Colffomfa or Its offlcflf"s or QIJflnt shall oof be reS{!Oflslb/e for the ocr:1TDCY or c«rf)feteness of elecfrl)flfC copies af this pl/Tl CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRV(NE, CA 92618 Ind I cotes 4" of ex I st Ing concrete and re inf to be removed below the bottom of soffit slab at al I existing columns NOTES I. For location of "Exist Concrete & Reinf R9mova I Deta i 1 ", see "BENT 2 LAYOUT" sheet. 2. Remove existing reinf flush with concrete and coat ends with zinc rich primer. JAMBOREE ROAD OC PNlDEN) STA TE OF CALIFORNIA l,-----1--------+-------l J. Saf dano . aw,NTITLES eY Y, J. K!m K. Michalski PROJECT ENG I NEER POST MILE BENT 2 SEISMIC RETROFlT DET AlLS DESIGN DETAIL S~EE:T !ENGLISH! (REV. 2/25/05! ORIGINAL 5CAl£ IN INO!ES FOR .'lEDIJCE~ PLANS DEPAilTMElH OF TRANSPORHTlON ICU 12208 EA 0A9700 1<. 7 il I SREG.>.RO PRINTS BEAR I NG :~ffi" .Jf £..IRLIER REVISiON OATES -19 I 35 N V I' -0" Chain Link Rai Jing Type 6 21' -0" 8' -0" Deck~ dral~ Type D-2 ' I I[ Jamboree 79' -0" Rd ~ 57' -0"+ 1 -----Exist edge i---of deck --._.,,,, .. , I DI STI COUNTY ROUTE I rJ'r°Ar PMR1oLJlcr l::,HN ... ,;-' I s1H0E1E\\ 12 1 Ora 73 I 24. 7 I I k..~ 07-03-07-=- REG J STE~NEER DATT ~\>.oFEss io,_,4 s ' -· ' ~ Y.J. Kim {." PLANS APPROVAL DATE ~ No. C 67151 ,, The State of Callfomfa or Ifs off!cw-s or O!}ellfs -« xp.~ I} ~ ShQI I not be responsible for the acarocy or J).4 C 1 V I L ,,,. carpleteness of efectron/c copies of this p/01 sheet. ?-,: OF" OL 1~ CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 § ~Concrete Barrier ~ Type 26 (Mod) ~ i Utl I (ty\ [~Girder I (Typ) (See Notes I, 2 & 31 .. RBF CONSULT I NG 14725 ALTON PARKWAY I RV I NE, CA 926•1 8 - u NQ,TE: ~ 4" Fillet ~ I fBl-....____ 1' ITyp) \ : i=_ ,, ~ ¾" Drip 6,, Groove -=---ITypl DECK DRAIN LOCATIONS Station "Jamboree Rd" 187+63.00 187+86.00 !88+09.00 188+32.00 )88+55.00 188+80.00 J 89+0 I. 00 189+!9.00 189+37.00 189+53.00 189+69.00 )89+85. 00 190+0 I. 00 /90+12.00 Al I deck drains are Type D-2 not I 4l For addltlonal detai Is, see'' GIRDER LAYOUT" sheet. ; I" , C!r I THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD "' ,_ "' i 1/1/ ' I 12" i~ ---' Temporary Ra i I r ng Type K (See "Type Ra i I i ng Anchorage K Detai !"l f--3 .. '_-~0 .. '+' __ c_7_' _-cc6_"cc+_..f"--F ace of Closure Refinish Exist Curb Pour Existing Bridge Deck 6' -0" 4' -0" 2' -3' 3' -6" TYPICAL SECTION Scale: 1/4" = 1'-0" UTILITIES []] Re I ocated 2" contro I conduit [[I Relocated 3" conduit for city use II] Future Uti I ity Opening UTILITY OPENINGS Location II] Future Uti I ity Opening Opening tg Abutment End Diaphragm 18" Di a Opening@ Piers 1.8"H X I B"W Casing 0.0.@ Abutment IO" D ! a 0 I MENS IONS BEFORE ORDER I NG OR F ABR I CAT I NG ANY MATER I AL. OES!GN a, Cl<EC>:ED Y. J. Kim LEGEND .. ~ ~ Match exist cross slope Match exist profile grade Indicates existing concrete barrier and deck to be removed Indicates Closure Pour Threaded rod Sha I I not extend beyond face of barrier (Typ) Plate washer ¾"x2½"x3" ITypl Face of barrier ~ 6" -11.r ~ ~ Min r: 1// t •:½ /A;'/Fffe~- TYPE \ \! "' \ '-Dr i I I and bond ! " d r a rod threaded \ fur I length. with nut, into hole 6" deep. Ori I I and bond required on structure on I y. K RAILING ANCHORAGE DETAIL No Scale See "Standard Plan T-3" for detai Is not shown NOTES l. For locations of deck drains and piping, see ''G IROER LAYOUT" and "ABUTMENT I LAYOUT sheeTs. 2. For deck reinforcement at deck drains. Additional Deck Drain Re inf Oetai I on "MISCELLANEOUS DETAILS" sheet. 3. For girder stirrups at deck drains, see Girder Stirrups at Deck Drain Detai I on "PARTIAL TYPICAL SECTION" sheet. see f- ~ ' < a • ~U'-'-k~~ ?RE? ARED FOR THC BRIDGE NO. ~ ~q" "'!',",'z: /" Jo't:;3"aguch; '----t~-----+=c:-----'-'-'----l s TA TE OF CALIF OR Nl A =Po:-:u ':::,'·:-c'c::ou,,..ng==-----l-:,...' ~55~-'"0=5"-3_1...t __ J_A_M_B_O_R_E_E __ R_O_A_D_O_C_C_lJ1...:.IJ...:.l D=-· ...:.E:..:N..:...:...) --lg / _;; L v':J_ ~ PROJECT ENGINEER .1 posr MILE [':":"~"':":":"==· =~==~======--------------....!---~;,;..;;.,;;.;;;_ __ ~~m:i;:;:=--i·,;;,"E;;;,?,;;:AR;,;T,.",;lltEN:.:,T.,:DFF.,:T~HA:N:.:,S?~Q;:;,RT;:,ATT:10;:_N@Tr:~:-------twi2;4~. 7~~;;;-;--==-~T~Y~P~j C~A;-~! ~S~E~C~T~l~O~N;:::~'.::12l!:+:dw c. Shenoy OETAILS " J. Sa ldono CHECKED K. Michalski QUANTITIES " y. J. Klm CHEC>:ED M. Tolna! ~_"_"_'"_'_'_'"_"_'_"'_'_' _"_"'_'_"_"'_"'_'_· _"_"_'_"_' ----------,-------------------------,-----------~1 ____ 1c___' _ _;le___' __ L_11~~~~--------l':':."'_.""' • ~ cu 12208 I DISREGARD PRINTS 3EARl>IG StYISICH :)Af£S ,PR£LIMl/ilJIY :iTAGf: CMLYl CHEF I ;F 12 , 0 I 2 l EA 0A9700 SARLI ER HEVISION OATES -----::---I ! I I ! I I I I I f 20 I 35 j~ ORIGINAL SClU '" INCHES FD~ il£DUCEO ?U~S N 0 Note: Chain Link Rai I ing not shown #5 cont (tot 4 l For additional re I nforcement. REINFORCEMENT" i.4 cont (tot 3) Const ITypJ \\#5 stirrups ~Typl top & bottom see "GIRDER sheet (typ) Truss bar bend 3'-41/2" 14" t_ Girder ' ITypJ Typical Ext Boys ITyp) / #4 @ I 8" {Maxl Deck Drain (See Notes 4 thru 6) #51 r stirrups u ITypJ @•4 @ 13" Place parer le! to ~ of Brgs and space along iBrldge C X D E E #4 cont tote I 3 Typ ea bay #5 cont total 4 Typ ea bay #IQ cont ea girder (See Note tote I 4 Typ ea bay --•,•-··-, DIST ROUTE 12 73 POST Ml LES TOTAL PROJECT 24. 7 ~ 07-03- REG j ST i&DIENGINEER DA l:t5 S=IZ"~~ or ~ Place poral lel to{i:_of Brgs • ~ ------~ and space a I ong i Bridge PLANS APPROVAL DATE 1116 Stat11 of Cal ffornla or its offfcors or (](}Mt shall not 06 respcnslble for the ocaracy or cwpletooess of e/ectrcn/c cvples of this ploo tiolQ cont ea girder (See Note 2l L u N L -u #5 cont@o-s ITyp) 5-15 #5 @ 12" max CTypl 0 0 i.5 cont ITypJ L u "'5 cont tot 15 I --=--_-------.:_:¾, ---=-I-=-=-=-~ \ (See Note 3l \ s Jab transverse re ·1 nf CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE. CA 92618 /------\ ' \ to remain. Lap with top \ top slab reinforcement \ Existing "'5@ 10"± \ \ \ \ \ \ \ \ \\ __ \ ____________ { PART TYPICAL SECTION ~ li . ~2"clr ~Deck Drain Edge of g1rder #5 st I rrups (typl ITypl t_-i--!--r~-wt-i--l--r- ·51 r';' Tot 2 " 5 ~ i:~;~~~;e 2" c I ear ~ at each . from bottom of deck drain deck drain (Typl ITyp) GIRDER STIRRUPS AT DECK DRAIN DETAIL. No Scale Scale: 3/~" = l'-0" NOTES ! . For add i + i ona I information not shown, see "TYPICAL SECTION" sheet. 2. #IQ cont at top & bottom of girders sha I l be made continuous and meet "Se1v r ce Splice" requirements. 3. Replace any damaged exist transverse deck reinf with an additional i.5 drill and bond dowel Into 6" hole. 4. For additional deck drain information, see "TYPICAL SECTION" sheet. 5. For locations of deck drains and piping, see "GIRDER LAYOUT" sheet. 6. For deck reinforcement at deck drains. see Additlono! Deck Drain Re inf Oetai I on ''MISCELLANEOUS DETAILS" sheet. 7. Reinfor-cement may be discontinuous or adjust spacing at deck drains LEGEND o Indicates continuous slab and g!rder reinf o Indicates addlt!onal slab relnf 0 AL SHEETS w " < 0 • -;;-NOTE: w " • 0 DES I GN Ctt£C><£O ?REPARED FOR THE Y. J. Kim C. Shenoy THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. !--..;.-•~. l--------_:--"'l'-----------------------..,.----~--------..,.~~l'""------'l'"-:~":":~~=o::~::"'.::":'""::~="""l'-------------i:::,",::;:,::,~,!,'.,;,;'.o.:4r-------------------------------l~ >;:;"-c.v--~~v-.~ ss-os31 JAMBOREE ROAD OC (WIDEN) • " CHECKED STATE OF CALIFORNIA. Poul R. Young OETAll.S J. Saldana K. ~ichalski PROJECT ENG I NEER QUANTIT<ES " Y. J, Kim CHECKED M. Tolnoi DE?ARTUEN.T OF TRANSPORTATION' "''q07;-:~;;~~guchf i!--=,,,a--:,,=,cs,-+---P-A_R_T_IA_L_T_Y_P_lC_A_L_S_E_C_T_l_O_N __ --l 7 24. 7 SIGN CFF.OATE • DESIGN DETAIL SttH.:T !ENGLISH! !REV. 2/25~05) ORIGHi~L SC~L£ 111 INCH~S ICU 12208 tOR HEOUCEO ~lANS EA 0A9700 I OlSREGAflO ?RJNTS BEARING EARLIER REVISION DATES -21 35 7 ~ 3 ~ w ~ < C - C , 0 - - 0 ' ~ "' +I 3" I I 46' -0" ~ Abut I I D indicates Type D-2 deck drain o I ST COUNTY I ROUTE I rcfr°ZLT P~'c,LJlcr l';:,~'c,"-'I s'HOE1lrLs I 2 Ora I 73 I 24. 7 J I &::_,~ 07-03-07-=- REGISTE~NEER ~ <.'l ~l'-oFEss,01-1,:< •' ' ;t Y.J. Kim {, Ii. Abut 3 PLANS APPROVAL DATE ~ 1No. C 67151 E xp. 09/30/08 'I.- -- - The Stats Of Col lfornlo or its offfcers or Qgf;flfs {I ~ * shat I 11CJt 08 responsible for the <IGcr.rocy or '¾,.,, , ... carp/eteness of electronrc copies of this pfai sheet, I; OF" CAL\~ CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH. CA 92663 RBF CONSULTING 1472S ALTON PARKWAY IRVINE, CA 9261B NOTES I. 2. 3. 4. See "TYPICAL SECTION" sheet for deck drain locations. Girder stem access openings and deck drain pipe to be placed to clear prestrssing ducts. For sizes of utl l fty openings, see "TYPICAL SECTION" sheet. Deck dr,o_ in Pi P,8 sha I I connect to drainage system(l)per 'Drainage Plan D-1" in Roadway p I an 5. For location of deck drain pipes, see "ABUTMENT I LAYOUT" sheet. FALSEWORK RELEASE NOTES 58' -4" ------Indicates deck drain piping Alterriotive I: ond flow direction ~ Folsework sho! J be released as soon as 11' -6" I 14' -7" l ,,, I 1 nf ! ect i an -force. Cab/ e path is parobo I i c pour sha I J not be p I aced pr I or to p I acement Bent 2 I -I -Ii. Abut 3--......! I 11/ / Center of gravity of prestresslng permitted by the specifications. Closure point (Typl-------4"-between points shown. of concrete barrier nor sooner than 60 days ------1 ~ after the falsework hos been released. l:r=:::==~~;;~~~~~;;==1===============:::~~a==~=~l,4 ,'f====:jf~~==-7/.1=========================================f=====================================mA I ternaT i ve 2: '-" 1 J Fol sework sha/ I not be released Jess than 28 ~---Theoretical point of T days after the I ast concrete has been p I aced, no movement , = CI osure pour sha l I not be pl aced prior to ' I/ I ' I ' I ' I I~ placement of concrete barrier nor sooner than 14 days after the falsework has been i;. re I eased. When fafsework release Alternative 2 is used, I/ J comber values are 0. 75 times those shown. 0 0 I - ;;,1 ---.. ---,,~ I ' I 16'-0'f" I ( Bottom slab Bottom slab ~-_' flare -~ ~•1-flare 3" ~o- ) 1 16' -0" PRESTRESSING NOTES 270 psi Low Relaxation Strands: P jack a 6100 kips ~ 18" Max 16e9"[24©6" 3011:!6"120@9" ~18"Max 15@12" ~S~DO£C!!in:!S[_a_:•2_5µ1,c2~•'-----''-'2,_'j..' ----------"---'-"----"'=------------l--'--'_____:_____:---1-.:...cc..c_____::..., e-=----=-----=--o-=----=-----=--0-------------~~~~=-------------+-----=-----=--=--, Stirrups 1forff Anchor Set a ¾ inch 0 0 0 0 0 I j l -C + 0 ~ Cl. " u, « "" :::". NOIE: 0 0 0 j I C 0 Cl. u, ::!::'. 0 0 0 l C 0 Cl. u, LONGITUDINAL SECTION No Scale 0 0 N + C © ID "" CAMBER DIAGRAM C 0 Cl. u, C 0 Cl. u, Total Number of Girders a 4 Friction curvature coefficient a 15 X 10·2 {I/rad) Friction wobble coefficient K , 20 X I 0"4( I /ft) Distribution of prestress force (Pjackl between girders shall not exceed the ratio of 3:2. Max!mun final force variation between girders sha I I not exceed 725 k Ip. Concrete: f'c = 5000 psi @ 28 days f~r= 3500 psi ~ time of stressing ; 1------------------------j ~ Contractor shall submit elongation calculations based on in ital stress at@ = 0. 892 times {,.;J jacking stress ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD No Sea I e (Does not include al !owonce for falsework sett/ementl One end stressing sha I I be performed from the long-span end only ~ DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MAT>RIAL. O(Sl!.N DETAIL SHEET (EJ>l!.LISHl /REV. 2/ZS/OSl l---+..,:-'-'-'-'--""''-----fo,,s"'cc.,,,ca,-----'-'----i ~TA-,: Q'" CAL l'" 0 IHI f , .,.,Po_u_l _R . ...,Y,...ou_n~g ______ 55-053 I _ n ""°" "y_ J. Kim '"'""' c. Shenoy • PREPARED FOR TH!: ' "''"'·"· JAl\J!80REE ROAD QC (WID!'"') \ DETAILS J. Saldana K. Michalski i ~ la. r i ni"J M PROJECT EMGINE!:il. j::::,;;o;;'s.GJ••;cscr--------:;;:IC~~:;:---;---;--:;:;n";;,=----------i 1-,-u-,-a,-,-,-,e-,hc.,,-y"-_-J"-.C.C:.KIC.m-'-----+,cc","'cc"c-'-M-.-,-,-'-,n-a-1-----'l, DE?ARTME~T OF TRMlS?ORiATION: 24. 7 G ! RD ER LAY Q UT ORIGINAL SCAL£ IN INCHES rcR m:ouc~o ?UNS I I ' I ' I I cu 12208 o I z , :=' A 0A9700 I DI SREGARO ?RI NTS ~(..IR I NG 1 , 0:..IRL:rn -~EVISION )ATE:i - a:11,:rn OAlcS !~lifl!Ml~A~Y ;a~, ;NI.fl 1 :a;v I ;r I I I I I I I I I i 22 I 35 "' 0 0 + u f #IQx30'-0"tot5 Edgeof [B t2 Typ i ca J each bay Ext Girder-~ l en Edge of Deck___/ No splices permitt~~-~T-ypl "" i =--------------------- - ---------~-----\ ---==------==--------------- -__ -_-_-_ - 20'-0" l ,, 10'-0' ~ l : ' ~--..,,,-----.-------t,-----+------------------20' -0" 7 IO' -0" \ ' 20' -0" \ IO' -0" \ . 20' -0" I -----\---+-----~1 ----+------------------20' -0" I ' IO' -0" I I ' IO' -0" -------------./ '- =--=---------------------------------------------! ------,-________ ----::::._---:::--1 ______________ :._---::: 20' -0" I I 1 10' -0" I ' I 10'-0" • 20'-0'' I I I \ 20' -0''-' ------------------,-----~-----1-------10' -0" IO' -o••c• -------+-1 1 ------<-1-----~1-------------\------20' -0" 20· -o••L• -----------------'----;'---------,-1 -----'..---------, o· -o"1 ~ J • L ~ ------------- - ------------------------------\------. ,-_--__ --__ --__ - -__ --__ --__ --__ --_ -__ --__ --__ --__ --__ --__ - -__ --__ -'--------------------------- - -------------, I I I 20' -o•~------------------~-,>-------:-.. ------,---1 ------1 O' -0" I 0' -o•~------f---,-----t-1 ------t--------------t--\-----20' -0" 20' -O'"L --------------------'-----~-------+-------10' -0" 10'-0" I 1 1 20'-Q" :----------~~-~------------------------___ ; _______ l _______ ~---------'~~-~~-----~\--------~~-~ 0 ' I I \_ C I asure Paur ~ ADDITIONAL TOP SLAB REINFORCEMENT Scale: ¾" = 1'-0" Scale: ¾" = 1'-0" i Girders 0 I STj COUNTY I ROUTE 12 I Ora I 73 24, 1 I &.,~ 07-03-07 · REGI STE~NEER DAT£~1<oFE5S10,,1 c• ' ,._S' \ ~ Y.J. Kim - ~P~LA~N~S~AP~P~R~O~VA~L~DA~T~,-----11~ !No C 67151 J ~ < ~-p 09/30/011'."' '--fhr, Stoto of Callfomfa or Ifs offlcors or agents -« ·---• shat I not be responsible for flla occtrocy or .s-,;,J: CI V IL ,,.. carp/eteness of elecfroo/c copies of this plm sheet. !: OF' CAL 1~ NOTES CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY IRVINE, CA 92618 I. Numbers at ends of bars Indicate bar length from l Bent 2. 2. For locatlon of top and bottom reinf, see "PARTIAL TYPICAL SECTION" sheet. - I I DIST COUNTY I ROUTE I POST MILES :,HN~ ... 'I S1HOE1A\ TOT AL PROJECT 12 Oro I 73 I 24. 7 I k.~ 01-03-01 REGISTE~NEER DATE ~~~aFESsio"'-i ,o ' ~'I;-""t ~ Y,J. Klm i PLANS APPROVAL DATE ~~0-C 6715! l ~ xp 09/30/08 :.... Deck ®;7-6 T/16 Stute of Col lfornlo or its offiCJ;rs or agents {I. • C---• IO' -O" Mox shaff not be respcnsfble for thB occirocy or ¾,, IV I l ,,._ drain, typ I I Calf)lefeness of efectronfc copies of this plai sheet. I: OF CALlf(¢: 7-8 NPS 6 x 0. 135" I / See "Pipe I CITY OF NEWPORT BEACH w~lded steel ) hanger deta i Is" 3300 NEWPORT BLVD p1pe,typ NEWPORT BEACH, CA 92663 I I -( =.; RBF CONSULTING _L -W ' I -, 14725 AL TON PARKWAY f--I RV I NE, CA 92618 ----a r--, I 2.0% Min \ ' ·'" ' w I '-'------------------------~--------------------------t-------------- 0.165'J I I t Pipe hanger, typ ,-Typical Transverse NPS 10 X welded steel Additional •7 each Deck Reinforcement pfpe,typ side of deck drain r--I nter-rupted (top & bottom> Deck Reinforcement ~ ' ~ ' I I Deck Drain~ I_ Tvpe D-2 I_ ELEVATION DECK DRAINAGE PIPING I -I // 7 I L < . No Scale j= Note: Adjust long it deck reinf , ,-(not shown) as necessary I to clear deck drains. -I f-- I -I 7 I ~7 l_____e L ' I- :) 2" 3' -0" Top of Deck\ ~1~ Cir Min "{T yp} Lop \..Edge ' " ~7 -~ of Bridge Deck Face of cone barr I er, Type 26 ,~ Rebar ADDITIONAL DECK DRAIN REINF DETAIL ~ L ~3/~'¢ Hanger e No Scale . rod glav. ~ T7 71 Thread one end with 2 nuts. 0 ~ ~ g Hanger strop .___/'l[±J • 1/a" x 11/;i' golv w , ~ e Drain pipe NOTES PIPE HANGER DETAILS I. For deck drain locations and piping I ayou+, see "TYPICAL SECT I ON" and "GIRDER LAYOUT" sheets. w No Scale e < 0 ·• ~ ~ ,e ~ • NCTE: ·~ THE CONTRACTOR SHALL VER I FY ALL CONTROLLING FIELD : '3 DIMENSIONS BEFORE ORDER I NG OR FABRICATING ANY MATER l AL. ~G,...__ . \ "'· • ,.,, ~-. .._,-_c_,t,C· DES I ON " cH~c,:~o PREPARED FOR THE SR\OGE NO. ~ Y. J. Kirn C. Shenoy JAMBOREE ROAD oc (\VlDE~O ~~, "l'""' / Jon .eo~5''uchi " CH!:CKEO STATE OF CALIFORNIA Paul R. Young 55-0531 " OETAIL.S J. Sa I aana K. Micholsl<i PROJECT ENGINEER POST ~11...E · 9 \3 O] '-'-QUANTITIES " Y. J. Kim CHECK!:0 M. Tolna/ DE?ARi~ENT OF TRANSPORTATION, 24. 7 MlSCELLANEOUS DETAILS SIGN ,'.)FF OATS . ' w " I ' I ' I I REVISIGN ~Hi:S IPR£liijlNAiiY :i~GC .:/llll ., DESIGN O(TAIL SHEET !EtlGLISHJ IREV. 2/2$/05) ORIGINAL SCALE IN IIICHES cu 12208 I DISREGARD PRINTS BEARING ;_;c£j ' " iii FOR REOUC~~ PlANS " ' ' ' EA OA9700 EARLIER REVISION DATES -l I I I I I I I I I J 24 I 3s I~ -----< -< "' 0 - 5 u "a" bars--......_ Ll -0 ~~l.O -oc V)-(!)(D ~D+ ,e 0-0 U W3:Z 0 O © 3 © L Cl.©© Q. >-.ZVl Q. 1-~~ " Longitudinal const-;------- jolnt (See Note 2) 1--~ EB- Pora I I e I to face of paving notch for skews up to 20° Existing roadway pavement Existing Water Vau It (\" "' '--sridge LI ~------------- H-t-tt<H-+il--"b" bars A r-----, de~k-.._.,, I I Existing-_-/ r-\ Water Vault --------- PLAN Pay I imits for Structural Concrete,Approach Slob ,,, Match existing bridge deck grade 10'-0'' min. see Note 3 #5 Ii! 12" Transverse contact Joint, match existing or proposed pavement. See Note 4\ APPROACH SLAB TRANSVERSE CONTACT JOINT APPROACH SKEW W 1TH AC ROADWAY PAVEMENT WITH PCC ROADWAY PAVEMENT o I sTI COUNTY 12 j Ora ROUTE I 13 I POST MILES TOTAL PROJECT 24. 7 I k::..~ 07-03-07 - REGJSTE~NEER DATE ;~~l'ofEss,0...,4 ·" ' § \ ::? Y.J. Kjm "i < I 0° Paral le! to face of paving notch Para I !el to face of paving notch t-'-"'=;..;.;'-'--''-'-'=..::.:=----....J,\ xp 09/30/08 - PLANS APPROVAL DATE ;~"-C 67151 I~ TOO State of Ca!ffornfa or fts officers or agents -ti ·---* ~ .1 r3" x 3" X 1/4 11 angle (Galvanized) ,2 J; extend ta beginning of barrier transition, , end of wingwal I or end of structure \ approach, as opp I i cob I e. \ Pourab J e j 1/4 "V ,,,,, Structure approach seal----/ ,i • • • • • • y 1 ~ 1fo" x¾" x 8" flat I bar @ 12" centers 1 PI ace 7fo " hardboard between s I ab and I wingwal l,with smooth side toward wingwal I I DETAIL B sflal I not be respoosfbfe for the acctrocy or J'~h C IV J L ,-,. cmpleteness of electronrc copies of tflls pfm sheet. f? OF' CALI~ CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH. CA 92663 RBF CONSULTING l472S ALTON PARKWAY IRVINE. CA 92618 3/~" malleable i ran or stee I coupling nut~ ,,---I½" x 3½" continuous recessed key I' -3" jmin. lop r_--~"s,c-'cr-----, -' --- 3/4" rod x /'-0" l!l 12", ; Y.I Thread one end -----"--,~ Lz_ STAGE 1 /sTAGE 2 Dri 11 and bond ~s X 1'-9"@ 12" I½" x 31/z" continuous recessed key into 2" deep hole..........._ r--"-~,-.-'.,~.----~ STAGE 1 I STAGE 2 /Longitudinol e / Joint Type Al r See Note I and ~5 •• 3 1 ✓-101 p ace ·> I para I lei to abutment Limits of existing1l~[" 1"'-t'\ / bockwa I I remova I J {. ii lt...J. Y-, 1, _6,, Ori 11 & bond :, ~ : 1,~,5 [7,s'o 6" ,,,--#6@12" . . '-.....#6 i:! 6" "a" bars "b" bars 7 -j ;.Z" cl: \ -=:~See 9" typ _! \ ''Road Plans'' t,1/,,,-.,-.. STAGE 1 I STAGE 2 t--~~: ._. ____,: -t EXISTING STRUCTURE/ APPROACH NEW CONST . #5x!'-9"@12" !! I ' 1'-0"intoexistfng ;; , abutment bockwal I--.--., ! % " Exp. joint fi Iler Existing ii :--3" abutment backwa I I~ I ~ SECTION 2" cir :5 l!l 18" A-A NQTE: Existing barrier----i \, See 'Deta i I B" \ / Low side only ,,,,--~ I ...{ \ ..-"b" bars I -------h,--'---_+ ,:....:-.--'--'-- '.._ _ _ \__;,I 7 i .. --.. 'T ~ SECTION "a" bars/ c-c ,w . . LONGITUDINAL CONSTRUCTION JOINT ALTERNATIVES NOTES I. 2. 3. 4. Sealed joint,for M.R. see Structure Plans. Adjust bar reinforcement to clear a sawcut for sealed joint.when required. Longitudinal construction jofnts,when permitted by the Engineer,shal I be located on lane lines. Transverse contact joint shall be a minimum of 5' -0" from an existing or constructed weakened plane joint. For transverse contact joint with new PCC paving, refer to Standard Plan PIO. 5. Couplers are required for stage construction. w a < 0 • 6. See "STRUCTURE APPROACH TYPE IEO!O)" sheet ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 1-----·'\""1--------~ .,~.-~~------------------------i----'T'l~--------,~~:s--------r-::-:::~:-::-::-::-::-:-::-:::-:~:::--,r-------------,.i:.1,::-,"-~'~0:,:,~,~~'~'~-~,------------------------------..;j .. ~ for approach slab detai Is within I imits of new widen. ~,w--..,• ''-"-<--<-<--' s5-o531 JAMBOREE ROAD OC (YJIDEN) ~ ~q_°J'i'3'/01°''--:."!Joouchl J:~ao~;~~:;-;;~="~7S_T_R_U_C_T_U_R_E __ A_P_P_R_O_A_C_H_T_Y_P_E __ R_(_"l_O_S-j) w r:'~"~';;'';'t'~'t"~'='~;;:::::;:;' ::"':~'-;:;';'.':;"-"---------------=--------.:..---"""---------";;i;~;;;:;;:7=:::--l,..."":'_j_"":"'_j_~-j-t:U'.'~["--------,-;;;;;~~;--;;;;:--:-f:'.::;::!/J!l~~1'.;;]~~'¥;;J:¥:::;::::;::::;:::p;g+:,;:l:·z'l I .1t~ISiCN )ArES !PREU~ll:~Rr mi:;t ~LYI -cq ' , OESIGH OETAll SHEr::T !ENGLISH) IREV. 2/~S/OSl DISREGARD PRINTS 3EAIIING oH.. ~ EARLIER REVISION OATES -I l I I I I J I I J 1 25 I 35 :;:: OES I GN " CHECKE;CI PRE?ARED FOR THE Y. J. Kim C. Shenoy " CHCC~iaD SiAiE OF CALIFORNIA. Paul R. Young DE:TAll.S J. Sa ldario K. Michalski PROJECT ENGINEER OUANT 1 TI ES " Y, J. !Um CH!aC~EO M. Tolnai • DEPARTMEIIT OF TRANSPORTATION ORIGIIUL SCALE IH INCHES I ' I I ' I ICU 12208 FM ~COUCEO PllNS 0 ' ' ' EA OA9700 ' e • e ---. --- N 0 - w J NOJE: End of ~ / See Detail wlngwal I'\ 'l ,,.-, Inside \f;:o~c~e~,== ;~= )~,'=::::==,,=1fF=r=o=n=t=f=o=c=e7l / ( of wingwa! 1----( C '-of barrier ,-'-1-n 11 I _,,,.--"a" bars Ll a bars vi Longitudinal canst. c,,_,.... EB~ J\\\\\\\ p~:~~~-~~e: 0 N:::e 3) >-~--BB L. __ _ "b" oc -(I) -u .C O- U W3' a skews up to 20° A 1--A A a <D ~ L 0.(1) a. >,z a.,--« of paving notch for r ~ - ------• -----------,I ~------------1----->-------~-o+-c;} ro ; , t/l ~g © 115 tot See Note 0 ' '---Bridge depk--...... -§ ~ _}: b -r g ©(/)Z L Q.+-<D a. :>,(I) (1) 0. 1--_t/l « x- bJ bJ w SKEW< 20° SKEW < 20° PLAN Pay ! imlts for Structur,511 Concrete Approach Slab 6" -N r ,,.------115 gi 6", "a" 3 ~ 115 i:! ! 2", "b" I ,,,----•6 o 12" II. /\ ./ . ,:,-,,- bars bars I ·" r Transverse 2"clr 1 contact Joint See Note 2 '---.. L --1l~~ad ~ :~1:1 L1t5 !:! 18" L --Plans" '? \ \-¾6 " x 3" Expansion 2" c!r :.. \ joint filler 9" ~ ~--t1,---,......_l~construction joint I'-•5 o 12" For roadway structural section under approach 2---i--Abutment backwa I ! s I ab, see II Road P I ans 11 ~ MR< 2" SEAT TYPE ABUTMENT SECTION A-A ' r --"r--Concrete barrier I I I I L I i I : l ____________ ~'b'' __ b_a_r'---t-"~B~l~l_-~5-'i4 [-~---7~ \ ) JI.!:::: --/ -I -'----./ 1___7 llr-;-• • •J1 • • 1 I I ( 11a11 bars/ I I " I f PI ace 1/4" hardboard between s I ab and I ~wingwal I, with smooth side toward wingwal I I I ~ W i ngwa I I SECTION C-C g Wal I F rant Face of Barrier above BB or EB Bridge\ - - - - - - - - . ~----I--+-~ I ---------\~------- 1 ,.__ Hardboard FIiiet--:~ 2' -011 I I Approach Slab Reinf. Abutment Backwa I I I PY I l ll==i'ls-----1--\--1---t--l I '--1. "-. ' l Pay L fmit For Structural Concrete Approach SI ob DETAIL C DI ST! COUNTY I ROUTE I I 2 I Ora I 73 I 24. 1 I I &.,~ 07-03-07 -=- REGISTE~NEER DATE:'<-<,)~{~ .!::~/ Y .I n= \\ PLANS APPROVAL DATE ~ No. C GilSI [;; !;:~Y.J. K<m ]~ xp 09/30/08 '-Tho State of Cal ffom!a or Its offfcen; or rJ(}8flfS ,{t • ~ * shafl not be responsl/:Jle for the acarxy or .s-~,, 1 L ~,,. cwr:ileteness of electronfc cop/es of this p/oo sheet. ff OF CAL 1~ CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 APPROACH SLAB TRANSVERSE CONTACT JOINT STRUCTURE SKEW < 20° NOTES AC APPROACH PAVEMENT Paral lei to face of paving notch PCC APPROACH PAVEMENT Para/ lei to face of pav ! ng notch I. For detai Is not noted or shown, see Structure Plans. Adjust bar reinforcement to clear a sawcut for sealed Joint,when required. 2. For transverse contact joint with new PCC paving, refer to Standard Plan P!O. 3. Longitudinal construction joints.when permitted by the Engineer, sha l ! be located on I ane I i nes. 4. End angle or plate at beginning of barrier transition, end of wing wal I or end of structure approach as appl icabfe. 5. At the contractor's option,approach slob transverse reinforcement may be placed para I lei to paving notch. Spacing of transverse reinforcement is measured a I ong 'l roadway. 6. For drainage detal ls.see Structure Plans. 7. Couplers ore required for stage construction. 8. See "STRUCTURE APPROACH TYPE RI I OS)" sheet for approach slab detal Is within I imits of existing structure. >- THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORD>RING OR FABRICATING ANY MATERIAL. u,;~..;;..;;.;.;.;.;;.,;;,;;;..;...;;.;.;..;;.;;._..;, ... ------------------------,----~~---------rc~~-------,r-~~~~::-='="'-=~~~~-":i"'-------------,,-_-:.,;,r,;;~;:~1-----------------------------...;~ J<:'\o"--+\.-~,._:1 PRE?,lllED FOR THE • '""""· JAMBOREE ROAD OC (WlDEN) ·· I ,. Cl<ECKEO DESIGN Y. J. Kim C. Shenoy ~N ovffs11;:n / Jon ~oguchi STATE OF CALJFQRNJA • -:-;~-'.-,-:,-· -;-:c.~~~i'-,-,.-------i-~;0~:~;~~ 5 ~}~,- 1 +-------------------------------l" 9 LI 3 _o, DEPARrnENT o, rnANs?onrrno~i z4_ 1 ST RU CTU RE APPROACH TYPE EQ (1 Ol OETAILS a, J. Saldano Cl<ECXEO K. Michalski OUANTITIE:S ., Y. J. Kim CHECKEO "· To!nai SIGN •JF'" )AT~ ~ DESIGN DETAIL SHEET !ENGLISH) IREV. 2/25/051 ORIGINAL SCALE IN INCHES FOR Rl':OUCEO ,~LANS I ' I ' I ICU 12208 EA 0A9700 D!SREGARO f'RINTS BEARING EARLIER REVISION DATES -I I I I I I I I I 25 I 35 N 0 ' 0 0 N ' n 0 ~ 0 ~ Geocomposite drain 3" Plastic pipe ( Slotted ) Cap end Drainage pad / F==1=';:'~':=il;:_See "Drainage Detar Is" ,_ CANTILEVER WINGWALL SECTION B-B 3" Plastic pip_e ( s I otted > Geocompos!te drain-"~-!1 3" Plastic pipe ( Unslotted l C -m ~"' w XL w 3" Plastic pipe ( Uns I otted l Optional construction joint.see "Section H-H" Top of footing SECTION A-A Outlets.see "Road Plans" Edge of footing NOTE: Bends ond junctions in 3" p!astlc pipe are 2' -6'' radius mln. w NOJE: ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ~ DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL, J£SJCN DETAIL SHEET IEIIGLISH) (REV. 2/25/051 Outlets, see S-"Outlet Detail" -0. A ~=== CTyp) ' •• I o::====~~~~~~~~~~v Wingwa I I JI II II II II I II I DIST COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 24. 7 ~ 07-03- REG I STEl'#:DIENGINEER DA PLANS APPROVAL DATE l/16 State of Ca/lforn/a or Its officers or agent s/7al I not be respms/ble for the occiracy or caFµ/eteness of electronic copies of this p/a, CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH. CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 0 " SHEETS I '--------Lll---':S.Geo- Structure 11 Approach II * Extended draln pipe 4" from face of w!ng wal I ~Slope paving (typ) TYPICAL PLAN DES I ON _J---+-:;--Bend reinforcing 2-116 X 4' -0" I' -0'" 2' -0" Optional const. joint----{ Wal I reinforcing L--ah------1 Wal I footing) I I SECTION C-C to ovoid pipes Top of footing Y, J. Kim c><~c><ED C. Shenoy PREPARED FOR: THt: II II II II II II II II II II 1-'-'-"'-"-'--t--=--J_. _s_o l_do_n_a ---+-'"~•'~'"_,._M_i_ch_CI_Sk_i_-l ST ATE OF CA Ll FOR N f A ?au I R. 'foung QUANTITIES Y. J. :<!m CHEC~EO M. TO i na i ORIGINAL SCALE IN INCHES fCR -~n,;c~D PLANS DE? AHTlitENT OF BAN SPORT A TION PROJECT ENG I NEEi'< ICU 12208 EA 0A9700 II II II II II II composite drain Structure Approach Geocornposite drain Fl lter fabr-ic 3" Plastic (Slottedl TPB pipe Dr-ainage pad CMinor-concrete) E 3" Piastre pipe (unslotted) min cover Cone splash pad, See e "Detal I "A" on D99B ~=LI_ OUTLET DETAIL NO SCALE Geocornposlte drain Fl lter fabric pipe I' -0" WITHOUT FOOTING WITH FOOTING DRAINAGE DETAILS No Scale SRI OGE NO. " 24. 7 l:.!.£',;,:~;0'"'=~'3''--'11 -t::-:=-:J-:-A:~:M::-::-:B::-0:-R_E--:----E........:..R:...O:...A~D_.:.O:.._C:.._.:.._< W::....:.I D=.· .=E:..:.r-:..,:ll _ __j' ~ STRUCTURAL APPROACH DRAINAGE DETAILS: ol I O I SREGARO ?Fl L HTS BEAR I NC: EARLIER RE:VISiON ~AT~S - "' 0 Backfi 11 abutment to grading plane prior to placing slope paving I' -0" R= I' -0" 6 x 6-Wl.4 x Wl.4 welded wire fabric 2' -0" 9" 3" WINGWALL Top of rolled edge 1/~" Edger finish N SECTION A-A Formed edge Edge of deck A c~-~S-lope rounding 7,-~-="c-:=====-i ! .,,,1/ // / ~ For ditch dimens!ons see "Road Plans" WITH DITCH ELEVATION 2' -0"± 9" min SECTION C-C * 2'-0'' 12" 9" Top of rolled edge 2' -9"± ½" Premolded 3/4" Edger finish exp joint fi Iler Ra6" ~ ' 0 ' Formed edge Match roadway side slope / Top of ml led edge~,.., / 2" expanded polystyrene ._i\ Face of abutment =3 cont #3 ~ 12 ,,,..,,,..,,..,,. / 7" ± .,,.✓ :..:,:;,-£~-6 X 6-Wl.4 x Wl.4 welded wire fabric 2" expanded polystyrene ltypl / / 2' -0" ABUT 3 Exist TYPICAL SECTION -----------I u\ gutter i---J _______ /~-~ \ '----------- ---------_I ABUT 1 CONCRETE PAVING Exist Gutter ltypl Face of abutment #J cont LEGEND DIST ROUTE POST MILES TOTAL PROJECT 12 73 24. 7 PLANS APPROVAL DATE fhe State of Cal/forn/a or !ts offfcsrs or (}(}Mf !iholl not be res{)(X)sfble for tt,e a:crrocy or wipleteness of elccfronfc copies of this pf<n CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 PREFORMED GROOVE ™®J Exist slope paving to be removed \_ ---------- --7r--::r---,y--- ,/ ,/ ,/ j,._'{=_ =_=_=a/~ ea,==#~"7.M ===#====i=====1f=== .(I./"',/,/ "-=-=;/::==-=~ I 0 " SHEETS w , ~ e § •3 • 18 ~[■■--■--. ■ . ■ grooves ltypl C " " 1J' 1/ ;1--r-Exist slope paving a. [typ) ~ 0 0 / 0 • 0 0 0 / E ~ 1'-0" thick cutoff wa I I at end of W. w. +---e NO.TE: Outside face of w. w. SECTION 8-B *This dimension becomes zero when edge of deck is at outside face of W. IV. max •3 O 12 Formed edge ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ~ DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL, DESIGN OETAIL S1-lEET (ENGI.ISfll lREV. 2/.i'S/OSl 0 ' Exist cutoff wall at end of exist W.W. ' ~Outside face of exist W.W. SECTION D-D ABUT 1 Exist Ret ltypl * Match ex r st groove spec i ng " " " '; i_ '.:fo==~f ==7," ,/ ,/ ,!I' - --_/l'. - --.,L - -L -- Stiff broom finish. Grooves and broom marks to be para/ lei to slope (typl ABUT 3 PICTORIAL VIEW OF TYPICAL INST ALLATlON DES I CN Y. J, Kim C. Shenoy ?RE?ARED FOR THE DETAILS J. Saldana K. Micha! ski STATE OF CALlFORNlA >----+---------1----------< CUANT IT I ES Y, J, !([m OfllCIN~L SC~LE iN INCl-lES FCR R(DUCW ?L..1115 . DEPAarnrnT OF TRANSPORTATION Pou I R. Young ?ROJECT ENGINEER I cu 12208 EA 0A9700 1lfl1DCE NO. 55-0531 JAMBOREE ROAD POST '-!ILE 24. 7 SLOPE PAVING 0 I SRECARO .~R INTS BEAR I NC EARllER REVISIOt; ;)ATES - OC <WlDEN) FULL SLOPE SOEcT 28 e w " a ~ ~ 0 • w ~ 35 I~ 0 N 0 0 0 ~ " 0 u u / i' Length for payment of chain I ink rn i I i ng type 6 -q_ Electro I ier I . 9" 8'-0" min. -12'-0" max. 8' -0" min. -12' -0" max. 12" • 12" "End Post Cap Detar r" ( f 10' -0" typical See "Sp! ice or Exp. Joint Oetal I" v--Cop It not shown ~ Horiz. ti. O> C . 0 ~ ~fo " go! v. cob I e threaded through¾" 13 holes in intermediate posts 9" min Provide opening in mesh as required & reinforce with¾;" wire r. 0. 148" steel wfre ties @ 12" to tension wire & cable TS 2" X 2" X 0, 189" Typical al I posts t • r 1/4 " .t1 hex head self-tapping screws with lock washers ~ l' -2" c. to c. max. END PANEL 8'-0" -12'-0" TS 2"x2"x7fo" I I Q-nit chCJflfer ~ electro lier Deck or wal I joint TYPICAL INTERIOR PANEL EXPANSION PANEL AT ELECTROLIER ELEVATION ½" hex head bolt with plain washer L 3" x 3" 1/4" 19 ga/v. tension rod ~ ¾"XI¼" slotted hole in 13 " L2½"x2½"x3/16" SECTION A-A ~ ff. post pocket 6" I 6" '1. tube Sp! ice fl i parapet ¼" 0 rd. head mach ! ne screws with I½" X I½" X 1/4" L plain washers, lock washer, & hex nut!:;! 18" max [3 .. x 3" x 'k' SECTION B-B Tack weld½" hex nut to cop l 4' -0" min. -8' -0" max. ~ I ·· 0 1 Secure fabric to intermediate posts with¼" f1 hex head self-tapping screws with%" x I¼" x3/i6" ft washer @ I' -3" c. to c. max. Anchor o/i6 " ga Iv. cob I e at end posts and posts adjacent to electro! ier openings or deck or wal I Joints DlST ROUTE POST MILES TOTAL PROJECT 12 73 24. 7 ~ 07-03- REG I STE~DIENGINEER DA PLANS APPROVAL DATE Tha SfofQ of Col lfomla or Its offlcfJf"s or a,;;ent st/OIi flrJf b() responsible for the a:cr.rocy or C(XIJ)leteness of electronic CIJ{Jles of this pl<n CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 See "Post Anchorage Oetal ls" with stud socket assembly or½" welded eyebo!t end crimped s!eeva clamp. Provide I½" min. take-up at each anchorage. END PANEL 4'-o" -a·-o·· x'/,"7 I " -" L .g ID~ u ·--" ~ C 0-, C lO O .c u . 0 . N ' Ll END PANEL 2'-0" -4'-0" -Chain I Ink ral I Ing type 6 5' -0" I Except as noted ) l---Type 26 C concrete barrier E ~ ' N j I ! a, 0 ;, NOTES, I. Horizontal angle shal I be continuous over not less than two Intermediate posts except that a shorter length is permitted at expansion joints,electro(iers and other ro! I discontinuities. 2. One post may be embedded 6" minimum to occomodate grade changes, otherwise fabricate post lengths as requfred. 3, Curved posts may be rotated in plan within its post pocket to accomodate curved horizontal al lgnment. 4. Straight posts and straight portions of curved posts shol ! be instol led normal to bridge profi !e grade. 5. Top horizontal angle shall be parallel to bridge profile grade and shall be shop bent to fit horizontal curves. 6. When roiling is on slope, fabric shal I be placed parol lei to slope. 7. Alternative deta! Is may be submitted by Contractor for Eng lneer' s oppr_ova J. 8. Roi I Ing assembly except chain link fabric ·shal I be galvanized after fabrication. 9. For detai !s and reinforcement not shown, see ''Concrete Borr I er Type 26" sheet. 10. See Bridge Plans for llmfts of Chain Link Rolling Type 6. I!. Provide thimbles at al I coble !oops. 12. Chain link fabric to be 6'-0" wide with I" mesh and with knuckled selvage top and bottom. I " ---Two legs of angle SECTION C-C I Type H curb shown ( To be \ used unless otherwise shown on ! ans l p 13. When ra! I ing is placed on a horizontal alignment with a radius of 148' or Jess, thread ~fo" cable through ¾" 0 hole for ¾G " cab I e, see Note 15 ----1_ N . z-;1c4 x 1 '-O" J 1 I 4" , .. ~o tot 2 4"x6"x9" deep post pocket.Fi I! wl th mor,tar 2-it4x2'-11" ?fo " cap If. 3 " CI r max Connection detal Is similar to "Section C-C" =r---- 1 107 5" Bolted alternative 2" Splice ij'_ 'la" x 2'/," x 105/," 6 See Note B 2" SPLICE OR EXPANSlON JOINT TYPICAL SECTION ¾" Z hex head bolt, tot 2 with 2 p!oin washers, I ock washer & hex nut. F i nger t i ght & peen threads. ½" x I" splice I(. See Note 8 DETAIL ¾" .0 we I ded eye rods embedded 4" into the top of the concrete parapet and eq_~a! ly spaced to I imit the middle ordfnate distance between the }'16" cable and the curve to I" max. 14. Spl Ices and expansion joints shal I be located at C panel. 15. Holes in posts for 3/ib" cable and its anchorage ma} be f!eld drilled and painted with zinc rich paint. w , END POST CAP DETAIL ~ NOJE: POST ANCHORAGE DETAIL ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD Note 8: Expansion joint some dimension as expansion joint in deck or wal 1. Increase slotted hole length and splice i length correspondingly. " DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. "3>,;t~ ~'-"-~ orno'" "r. J. Kim '""'" C. Shenoy PRE?ARED FOR THIE """'0 • JA"''SOREE ROAD QC ("'ID ~ "0""J""' / Jo Ho guchi 1-. _o'_"_'_"_+c_J_. _s0_1_do_n_., ___ +',,,"',,,""""_,_._M_i_oh_o_1,_k_l -;STATE OF CALJFORNIA '-Po:.:uc_l .:.cR·:....c'0:.:u:cng'-------l-L-''5:2!5'1:-0~5~3S:ljf------'"'-·-· _____________ •_·,_~E:..:.N.:...:._) __ -l" q I I 3 / ·--.. PRoJEcr ENGlNEER r Posr t.41u: "'"ae,lwc , CJ~ ou"""'' Y. J. Kim '"""' M. Tolnoi DEPARTMENT OF TR;\N$?0RTATJO~ 24.7 CHAJN LINK RAJLING TYPE 6 ~ ~~:;':;-;;;':'::;;:~;::7:::-;:;::-;::;-;;:;--------------------------... --_ ... _________ ";;;:;;;;:;;~;-::=:--"'j"'"""l'-"j_'":"_T_"T"_T_"/1,c~uJ:'.1,:;0:oaa--------1-;;::;;::;:;;::,-;-;-;;;;:----i:::;:~~~n~;:;;;~!ll:~::::;::::;::::;:::!;J;;rr:i:i::I-~~ I □Es1c1-1 DETAIL SHEET tENGLISHJ tREv. uzs1os1 OR1c1NAL snLE 1N ,NCHES I oisREGARO PRINTS aEARING aEv1s10N 01.1,:s ,rm:~1~M1 iiAGE 011c:1 >H£Ei -1F ~ f"OR REDUCEO-?LANS EA .0~97?0_n~-E~RLIER REVISION DATES -29 35 => N 0 . 0 0 / 0 " 0 u u / ~ ~ --;-NOTE: +< 0 ' +< 0 ' 0 23' -0"± Measured along WW LOL I f Abut Limits of curb and sidewalk removal (See Road Plans) IO' -0" BB Top-of exist Concrete r-emova I I i ne Type 26 Barrier MIRRORED WINGWALL REMOVAL LIMIT (ABUT ------------------ Sea I e: ¼" = ! '-0" Edge of exist deck curb ~ Abut I PLAN (ABUT 1) Scale: 1/4" = l'-0" ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ~ DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. DES!GN 'f. J. :(im 1) DEH,<LS aY J. Soldano tr _,,,,,---Type 6 Roi I i ng _L_ not shown (Typl c--------1 t::::::J 72 ~ p _____ --------------------------- L --_J I I I' -0"+ SECTION A-A Scale: 1/2 " = l'-0" I' -0"+ i ~•Exist Type 26 cone : : barrier & Type 6 ra l I J ng ~, to be removed :~~:+--· l. ·;~:~~"~" 9"± Cut and remove exl st re inf Note I) remain Exist abut shear key ABUTMENT SHEAR KEY REMOVAL DETAIL SECTION 8-8 Scafe:½"= 1'-0" PREPARED FOR THE CHECKED C, Shenoy CH~C><ED K. Micha! ski Pou I R. Young ST ATE OF CALIFORNIA 1------1--------+-=,,.---------l cH.:c><Eo M. To Ina i -DEPARTMENT OF TR:ANSPORTATIOH; QUANTITIES aY Y. J. K!m PROJECT ENG i ,'IIEE,"l SIGfl or:,f DllTE OESICN OETAlt. SKEET IENCLIS!ll IR[V. 2/2S/051 ORIGINAL SCALE IN INCHES FOR R£DUCED PLANS cu 12208 !::A 0A9700 l LEGEND NOTES ROUTE POST MILES TOTAL PROJECT 12 73 24. 7 PLANS APPROVAL DATE T/16 Stot11 of Col lfornla or Its offlcors or agent sna/1 not b6 responsible for the occtrocy or cmr,leteness of efectrrxifc copies of this p/m CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY IRVINE, CA 92618 Bridge Remove I (Portion} Indicates Existing Structure Curb and sidewalk removal, see "Road Plans" I. Remove existing relnf flush with concrete and coat ends with zinc rich primer. tr Exist Type 26 cone barrier & Type 6 rai I ing to be removed ~ J Ex I st transverse deck tj ~~: ~~trfri~~:~:::;·;; F -(-------l ( 0 ' 3' -6"± LEGEND \ \ \ \ \ \ \.. _____ ------------' \ _______ -------------------- SECTION C-C Scale: ½" I' -0" ~ Bridge Removal (Portion) BRIDGE NO. 55-0531 POST al!LE 24. 7 Indicates Existing Structure Curb and sidewalk removal, see "Road P!ans" JAMBOREE ROAD OC C'WIDEN) BRIDGE REMOVAL DETAILS MO. 1 I □ISRECARO PRINTS SEARING EARLIER REVISION OATES - ;~tU I .JF 3o I 3s 23' -0"+ I Measured along WW LOL 1-Abut Top of exist~EB Type 26 Barri er-\ IO' -0" Concrete remove I I i ne Limits of curb and sidewalk removal csee Road PI ans> 0 0 N ' " 0 MIRRORED WINGWALL REMOVAL LIMIT CABUT 3) ' ' 0 . 0 0 / 0 + 0 u 0 / c 0 ' + 0 ' 0 Exist ext~ g!rder ',- ----- - - - - - - - ----_ _j (9-- ~ If_ Abut 3 -;-NOTE: ~ THE CONTRACTOR SHALL VER I FY ALL CONTROLLING FI ELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. PLAN {ABUT 3) Scale: 1/4" = l'-0" DESI ON 24'-2¾"± Measured along WW LOL 0 C ' ·--"' "' 5' -3"± SECTION D-D Sea I e: 1/2" = I ' -0" LEGEND ~ Bridge Removal (Portion) Indicates Existing Structure NOTES Curb and sldewolk removal, see "Road Pl ans" I. Remove existing reinf flush with concrete and coat ends with zi~c rich primer. 2. For Sections "A-A", "B-B" and "C-C", see "BRIDGE REMOVAL DETAILS NO. I" sheet . ROUTE POST MILES TOTAL PROJECT 12 73 24. 7 PLANS APPROVAL DATE rJ-,s State of Co//fornla or Its officers or ar;011t shall not 00 responsible for the occ:rar:;y or carp/eteness of elecfronlc copies of this ploo CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 9261B SECTION E-E Scafe:½"= !'-0" 0 AL SHEETS <:><ECKEO Y. J. Kim c. Shenoy PRE?ARED FOR THE BRIDGE -~o. -~ " '""''° STAT-QF C'I JFC""J Paul R. Young 55-0531 JAMBOREE ROAD OC {WIDEN) "" , -"-'-A_"_'_4-_J:::·_s_a_1d_a_n:::o ____ j__ __ ,:::·_":::':::':::"':::':::':::Ki'-----l ' t •'\-fl i, A, ----~-------... __ ~;;,~""~= -cz~-_,t-----------------------=.:...:.:...: __ ...J~ ii" PROJECT ENGINEER .1 POST MILE au'"""" " Y. J. Kim '"'""' M. Tolna I DEPArtTME~T OF TRAIISPORT ATION' 24. 7 BR JD GE fl EMO VAL DE TA l LS j\J O , 2 ·" SIGN OFF '".JATE ' • OESIGN DETAIL SHE£T !ENGLrSH) !REV. 2/2S/05) ORIGINAL SCALE IN INCHES i'OR REOucrn PLANS cu 12208 EA 0A9700 0 I SREGARO PR I I-ITS 9EAR I NG EARLIER REVISION OATES ---31 35 i-0 0 C 0 u . 0 0 / 0 " 0 u Q / E ,;:-NOTE: 3• -H--"..-.,'.2JJ• 42" 0 w 12 ROUTE 73 POST MILES TOTAL PROJECT 24. 7 36' 6" !nstal I Bridge Mounted Sign FNBT--- © ::, 0 188+74. 78 Jamboree Rd 1205+31.89 Route 73 ~ 07-03- REG I STEFf(DIENGINEER DA - Limits of walkway 16' -6" 9" 3-Spa ~ 5' -0" ' 15' -0" 9" Mounting Bracket Spacing I' -9" . 3-Spa@ ~ Route 73 20' -0" 5' -6'' = 16' -6" . I' -9" -+-w 0 u 0 >-- PLANS APPROVAL DATE The State of Ca/lfornla or its officers or Ul}Bflts shal I not 00 responsible for the acciracy or carp/efeooss of efrx:tronlc copfes of thfs pfrn ff. Mounting~ I Mounting Bracket Spacing I Remove existing Bridge Mounted Sign To Newport Beach 1: ,I CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH. CA 92663 Brocket I I I I -7J Id M ' 11 11 ' ' II II ~PA II ' II Si qr No. II II II FSBT II II II II II II II II II II + " " 1_.,,.,-T opI of sig7 level 1 ' ' " ' n " " 11 II II II II II Sign IINo. 20811 FSBT II II II II II II II II II II II II II " + i Jamboree Rd ], 'I Walkway Bracket} j J: = --7---~~--~~--~~--~~--~~ -- -< 0 3-Spoces !:! 3-Spaces I!:! 9" S' -0" • 15' -0" S' -6" " J> 16' -6" I' -9" MOUNTING 6 Walking Grating Outs 1 de edge of concrete barrier edge of deck N ' "' Walkway Bracket Spacing "' 0 BRACKET ASSEMBLY SPACING < © 0 Sco!e:7°16" = l'-0" 36' -6" (Limits of walkway) 9" 3-Spaces @ 5' -0" = 15' -0" 3-Spaces © 5'-6'' 16' -6" (Walkway acket Spac i ngl Bridge Mounted Sign 11 11 11 I l I J 11 JI 11 l[I 1[1 Ill l[I l[I Ill l[I l[I Id 1,1 1•1 /rl Iii Iii Id Iii LOCATION PLAN Scale: I" = 40' I' -9" Fixture Mounting~ Channels V ----------------41--------~---------!/J--------~----4'----------~--------~----------!JL-------------- ' I I I I < I J I I I I I I I I --------------------------------------------~------------------------------------------- ~ ! r Sta 188+02. 262 Jomboree Rd. -~g~of_si~ew~~---------------------------------l~S~oo __ L _________________________________________ _ LAYOUT 1: ,I RBF CONSULT I NG 1472S ALTON PARKWAY IRVINE. CA 92618 1: ,l To Irvine 1: ,I 1: NOTES: I. For detai Is not shown see "Standard Plans" 2. Exterior bracket angle to face outward to accomodate the safety chain angle. 3. Unless otherwise shown al 1 steel shal I be galvanized after fabrication. 4. End of mounting tube to be covered with }fa" min material seal welded. 5. Al I high strength H.S. l bo!ts shal I be wrench tightened. 6. Min size fillet weld is1/4" or smaller piece thickness unless noted otherwise. 7. For Section "A-A" see "DETAILS NO. I" sheet. 8. Contractor to provide Anchor Bolt Layout before Anchor Bolts are placed, 9. Resin capsule anchorage is subjet to approval of engineer. I nsta I I at ion procedures sha ! I eemp I y with manufacturer's Instructions. Do not cut any reinforcement or prestress strands when lnstal I Ing anchors. ~ THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD Scale:¾"= 1'-0" ~ DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 0 AL SHEETS See Mounting bracket 5"x3"x7/I6" Concrete Barr-i er Type 26 (Mod) See Detal i "C" 5" Aifl[ ¾G" Cadmium plated ✓----\. steel elevator bolt w/ ~ _ _ hex nut & I ock washer. ' ,~11 \ i,, IU✓ * ~ --- Laminated Sign P'anel Type A TS4x4x3/i6" Mounting tube Bar 5" x 3/4" x I I" Double nut with It washer Alternative CIP Bo It Anchorage 4" 1/s" dia hole in Mounting L slot¾" x I¼" in clip angle. Use M20 H.S. bolt Mounting Bracket 4"x3"x4"x3" DIST COUNTY ROUTE POST MILES H 101AL TOT AL PROJECT No S!-IEETs 12 Ora 73 24. 7 ~ 07-03- REGISTE~OENG!NEER DA PLANS APPROVAL DATE The Stut0 of Ca/ffamla or its officers or agent $hall not be respons(lJle for tfle acer.racy or carpleteness of efoctronfc copies of /his plm CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 RBF CONSULT I NG 14725 ALTON PARKWAY IRVINE, CA 92618 Detail "A" DETAIL "A" DETAIL "8" I ' -4" 3' -0" I' -10" I' -0' 6' -1" Note: Adjust distance from soffit to clear-7'-2" prestressing ducts. TYPICAL SECTION No Scale ¼" ST 6 x I Safety lug -'----+ -fl>--$-i----ft:------------4)- 16 nm dia hex hd bolt with nut, flat washer, beveled washer and I ock washer. t total 4 I½" SECTION 8-8 Na Scale I '-4" I ' -7" ¾" dla steel cable Mounting bracket (Cope bottom to fit prior to welding) 4" Safety lug see RSP~ ¾" H.S. bolt with nut and plate washer Top of Deck t Anchorage L 5x3x!/4 33/," Slot 1/s"x 2½" DETAIL C No Scale I½" lg. galv, "Allen Head" set screw lubricate thread with graphitlzed grease. 5" 3/4" dia Stud bolt 4'1 X 8'' lg. hex. dla bolt, reset in cone. total 2 bolts per connection ft. Washer, 2"x 1/4 "x 0' -2" with double hex hd. nut Bar 6"x¾"x0'-I0" Bar 51/,•,l/2 "xO' -6" 2"x7/8" I½" dia hole for galv in plate BOTTOM Bar 5" X 7'4" X JI" 3/4" dia hole for galv in tube -- ¾" dia hole for TOP golv In plate _ I 113/,; ~L ;l /Edge of sign panel ---4-!-l.L' ___ _ ~ --I -; ¾" x % " s I at I I I w SECTION G-G NOTE: For notes, See "General Plan" sheet. ANCHOR PLATE DETAILS ~Bolt dia.+ 1/a" ~ Bar 2" X 7fo" X 2" PLATE WASHER 5" 3" lg. sleeve nut 4" lg, steel stud galv. ¥4" X 31/i" lg. hex. bolt, Preset In cone. total 2 bolts per connection No Scale Tack weld ~r Mounting tube G 1" min ~ Frame PLAN 1" min Mounting tube Bar 3%" x¾" --- Slot¾" x l'/4" ---t¾" X 7" 3 sides of plate Frame Ml6 HS Bolt, nut & 2 hardened washers tot 8 per connection SIDE 1/IEW w " < a • a .~ ~ NOTE: No Scale AL TERNATlVE Cl? BOLT ANCHORAGE :, :'.: TH[ CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD (See notes on General Planl ~ " DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. No Scale FRAME MOUNTING TUBE CONNECTION < DETAIL D f~i;~;;&;~:;~;;;~;;~--J a-~.; ··:1_ .... ;;...;.. ... ~.;;;,;.;_;;;;;,.:.;;;;.;;;;;,;. _______ 1t~~~~~~l:~~~~~;~~~~~~~~l~~:~;~;;;~~~~~1rniei:'AifiEoF<iR°T1'.iE7~---------,._:e~~;~=";~=_,;::~sc~o~l!e~l=•E5::::::::::::. _______ J□ ~ Cl<ECK~O C. Shenoy PREPARED FOR THE sR,ocE NO. ,:i: q ;T'~} O~amaguch; '---+=---'-----l-'~"'~"'~'=-'·:_"::::;:::_ch::::cl_::sK::_;-----l ST.4TE OF CALIFORNIA Pcul R. Yeung t~5~5cc-G0~53£1j--=~J::A~M=-8~0:-R:-:E-:-E:-:--_fl_O_:_;_A.:..:::_D_O::_:C:__.:_( W..:.:._l:_:D:_:E:._:N_'._'._) _ __j~ DEStl.N " Y. J. Kim " DETAILS J. Saldano _ _ _ I PROJECT ENGINEER ?OST I-IILE """""" '""'" M. Tolnc; DE?ARrnENT OF TRANSPORTATION 14.7 BRIDGE MOUNTED SIGN DETAILS ~JO. " ·" OUANT IT I ES SY y • J. Kim O(SIGN DETAIL SHE<'.T (i:'.NGLISH) rREV. 2/25/05) f &, Of!IGINAL SCALE JN iNC~£S FOR REDUCED PLANS I I /cu 1210, '1 I O<SREGARO PRINTS SEARING :lEiiS;DN .;,1iES ifilEl:~IN~RT ST.l.i;i: :NU) ---, I o• ~ EA QA970Q ~-"RllER REVISION DATES -'"tc, •' 0: 33 I 35 ~ - ' DI STI COUNTY I ROUTE \ 05-01 EJj Ora I 73 24. 7 I 07-03-07 05-oa==~~,\-------====~--------==~~~ EJl O O 11!: 0 0 8" 0 @·· 05-02 0 0 ,-.--1--Propos~d Foundations -----4 _ -~ Edge of Existing Bridge Deck ~ ~\\OFESs G\, ~~~~ i)~S:o. C60249 ''g REGISTERED PROFESSIONAL NOTES: oo ,/ \oo oc _,,...,,--00 2.5" samples wer-e taken using a Col ifornra Modified Sampler. An automatic trip honmer system consisting of a horrrner weight of 140 lb fol I Ing a distance of 30" was used to advance the drive somp I er. 1-~P~L~A_N~S~AP~P~R~O~V~A~L'--"D~A~TE:_ ____ --\\ E,:p. 06-30-08 I- The Sfata of Col ffam/o or Its officers or O!J611fS -:< * 187+00 {. "JAMBOREE ROAD" El. +52. 0 f ":, r;L(Q) lJ:> ; " shaf/ not be responsible for tha accr..rrxy or ">..,-C1v \ \. ,,._ cepp/efeness of electronlc copies of tflls plm sheet. -':!-OF CAL 1fd?-~ Retaining Wal I VNo. RIZOSM Exis-ting Foundations --------l:0 0 0 • 0 CITY OF NEWPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 "'. l(y l ~ " , L----:::_ J , Multiplying factors of 0.65 and 0.5 con be appl led to ring sample blowcounts to determine approximate SPT b!owcounts for cohesive and granular sol Is, respectlvely. EARTH ME CHAN I CS, I NC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY, CA 92708 0 0 ' !88+00 '° 0 ' 190+00 PLAN I" • 20' '" ~N ~= o•~ =o~ ~~ ~-~ ~:;;; 05-01 ----------------------------~[EI1-.::•~5,!B[.1o'Ct+iJ~8~ .. ,=====:::;;;;;;;;:;::;;;,:;:;;;:;;::;:;;;:::;;;:;;;:::;:;;:;::::;:;;;::::=--I -~ POORLY GRADED SAND with SILT CSP- • SMJ: brown, moist, fine ta coarse • sand, graver up to J " +60 +50-+------• .. · Jsl-®@--7S'A'N'D'Y~C"L"A'Y~{'C'L'J',~b~r·o-w·n-, -m-0·1·s·+-. -----_ -_ ----------- - I liMDJ(RJ fine ta medfum sand fjo 1111 •4 1 -ll2IAL SANDY CLAY (CU: stiff, brown, ~ ~i-moist, f!ne to medium sand, moderate --'-+50 12 I. 41 I +40 _ 1--12712. 5 2 :;: I 111. 41 5 -13JcAl --7S'A'N~D'Y~S"C'L'T~w•c·+-h~C'L'A"Y~,M~L'J',~s"t'{'f'f-,- ~ brown, mafst, fine sand. low 1 01 a ~Ds plasticity ---SILTY SAND CSMJ: medium dense, alive brawn, moist, uniform fine sand, trace mica and rust stains dense, fine to medium sand, Increased sand percentage with depth --129KAL) SILT wfth SAND CMU: stiff, ol Ive ~-brown, moist, fine sand, trace ~ ~--' 29 2. 51 2 118 10,AL)@""""-,.,D~l~a~s~t"'l~c~J~t+y~~~~~~=~~~~~= ~ -;:: CLAYEY SILT CCL-MLJ: very stiff, brown, 1- : ;:=~ _____________________________ _'.~~!~f~::C::~~--~ moist, fine sand, sl fght plasticity ~v,,g IO'l-4'3 -8 SILTY SAND (SM): loose, moist, 1• brown, fine 05-02 26!2. 5 4 11311.415 1231221"LJLJXCAJ SANDY CLAY (Cll: very stiff, olive - I 12 brown, moist, fine sand, slightly cemented at top +40 El.+30.0 ft ?1-----~~~====~=~=~~~----1. II CLAY with SAND (CU: ye! low-brown, • .• ,· = moist, fine sand stiff, olive gray, fine sand, moderate plasticity~.=__=='------+-+30 firm, brown, some sl It, low to 8 I. 41 J -20 63 2. 5 6 ' 0 10617KW) SANDY SILT (MU: hard, olive gray, damp, fine sand, trace mica, soft OJllL:~Lf;j:[z.'i:QJ~ii))C"":\ mica, trace rusT staining +=+zO-f----1!92.56 '.% !23301UUJb __ CLAY with SILT CCU: stiff, gray, :::= GWE + J 5 ft mo I sT, trace organ I cs and rust sta Ins 4712.52 134114KDS moderate plosTiclty GWE +21 t":"120 1.4 7 -101 -<S'l'L'Tvv<S•A"N'D--,CS~M"'J~,~m~e~d=<u~m;c-d~e~n~s~e~,---coc;-l'lv~ec-1/23/06 when handled SILTY SAND (SM): medium dense, ol Ive gray, very moist, fine sand, trace mica -1201 SANDY SILT (MU: stiff, moist, GWE +IS ft brown, moist, fine to medium sand Z ~ AA lf411.4!7 0 1/18/06 olive brown. fine to very fine sand, -.. trace sl lghtly plastic fines l/lg;()6 12 1.4 3 -1261!WXAL) 1-+10-t--53 2.5 8 <( > w _, 12411. 41 9 128122 DSJ SILTY SAND CSMl: medium dense to dense, olive brown, moist, uniform fine sand, trace mica, thin layer of 1352.5 4 ; 12429KW)@ SANDY SILT (Mll: very stiff, trace mica and rust staining. thin layer of pure si It (2") w - 11011. 41! I - -IO-_ 2a12. 512 8 i!. 4 13 - -20-+--232.514 117 1.415 - -30-i-----15012. 5116 20 I. 4 17 - _40 -t--78 I. 4 18 very fine to fine SANDY SILT {ML) some block coloring, sand percentage !20251 ____ Increasing with depth ___________ _ ''r=::im CLAY (CHJ: stiff, dork gray, moist, trace very fine sand, mica and she I I fragments _c_1_s_13_6"!'C'-N_,-0 __ "-~~ very st r ff _______________ _ t:.:.mJ firm 12011.415 ;.' -1231 14 2. 5 6 I 4 II. 41 7 112 45,uu; 11 /II. 41 9 l=:illl JIITJTI] ______ v_e_r~y~s_t_J_f_f _________________ =~=~=~ 150/5"2.510 ,::~ ,::.·.~ SILTY SAND (SMJ: dense, dork gray, ~ moist, fine sand with trace sl It : '~µJQ@J ____ _,D::O::C::k:.:e:.:+_:sc_ ________________ _ SAND with SILT (SP-SM): medium dense, gray, wet, fine sand, trace coarse sand and pea gravel very dense 1 I I I. 4 I I -271 -(7 150!2. 5112 1311171 83 I. 4 13 -14 Terminot8d at El. -39.5 fT Dr! I led on 1/18/06 Terminated at El. -36.5 ft Drilled on 1/19/06 - Stationing along Center L!ne of "Jamboree Road" OSF G~OTECHNICAL LOG OF !EST BORINGS SHEET (E~GLISHI [IIEV. 5/S/00) ORIG;NAl SCAl"i: IN INCHES f"OR RE~UC[O .PL<NS SILTY SAND CSMJ: medium dense, wet, olive brown, fine to medium sand CLAY (CHJ: stiff, dark gray, moist, trace mica soft, she I I fragments stiff SILi? SANO (SMJ: very dense, dark gray, wet, predomlnote!y fine with trace medium sand and mica, she I I ~ fragments \"7c"L'A~Y~<Ca;H:c>ic,cccs"t'l'f'f-, ~d'°o"r""kc-cg=r"o~y-. ~m~o~,~s~+~- S IL TY SANO (SM): dense, dark gray, wet, fine sand, trace medium sand and gravel up to !/2" SANO with SILT CSP-SMl: very dense, dork gray, wet, fine to coarse sand, trace pea grove I ICU 12208 EA OA9700 1502.51 8 -'.~ 128121~ ...:.•'. -13 19 2. 510 I 20133rCN) 7 I. 4 I I -136 11/, 1°2~0~12~.-s-s,·c ~2-~ --+20 SAND with SILT {SP-SM): dense, """\ yellow-brown, wet, fine to medium \ sand, abundant she I I fragments ',,5f1fLs'T~Y-i'si-A~N"D.C.,C,sSM"'l f, ~m~e~d°"'Cu'c'mc"'d~e~n~s~e~,~----+ 10 yellow brown, very moist, predominately fine with some medium sand, she I I fragments CLAY with SILT (CL): firm to stiff, moist, trace f 1 ne sand and rn 1 co, """\ gray, Increased plasticity, trace \Ye!!ow-brown sand in tip I 9 I. 4 13 CLAY (CHJ: stiff, dark gray, moist, =:IHJ trace vey fine sand, mica and shell =--"=----~f~r~o!Si!'qm~e~n~t~s,_ ______________ -1--IO 12512. 5114 I 21!. 4 15 1682.516 b:IID1l ~ ~ 126119 very stiff stiff SILTY SAND {SMl: dense, dork gray, moist, predominately fine sand, 22 I• '1 I 7 ~ """'-med I um dense, uni form fine sand ----~~~~~~ll>------ra-n~~~]_--~~+;r;o[c~e~mJe~d~C~u~m;_'s~o~n~d~":"'__:'C_r':_.:':"2:'_ ___ jL 133 I. 4 18 -111 Terminated at El. -33.5 ft Dr!I led on 1/23/06 SAND with SILT (SP-SMJ: dense, gray, very moist, fine ta medium sand, trace coarse sand and pea grovel -20 -30 ------------------c-~---------+--40 PROFILE I VERTICAL HORIZONTAL I I I I" = ! O' f" = 20' I I I 0 z 50 -20 d.£3.-.f.£ .:J' ~- ;:c::5~g;Wq-.:$._a,✓:- T S·s ii. 40 so