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HomeMy WebLinkAboutR_5977_S-r ___ _ x-- - - - - - ~ z ~ w z >- 0 :::, z 0 w z Sheet No. 1 2-3 4-5 6 7 8 9-12 INDEX OF SHEETS Description Title and Location Map Typical Cross Sections Construction Detai Is Construction Area Signs Pavement Delineation Plans, Detai Is and Quantities Summary of Quantities Electrical Plans THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT IS INCLUDED IN THE NOTICE TO CONTRACTORS AND SPECIAL PROVISIONS BOOK. CLIFF rn KING RD End Work Sta. 43+50 END CONSTRUCTION STA 48+80 KP PM 29.6 18.4 The Contractor sha I I possess the CI ass ( or CI asses) of I i cense as specified in the ''Notice to Contractors''. ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS STATE FOR CONSTRUCTION HIGHWAY IN ORANGE COUNTY IN NEWPORT BEACH ON FROM MACARTHUR BOULEVARD TO DOVER DRIVE To be supplemented by Standard Plans dated July, 1999 >-a: w I-z 0 a: ::E 0 0 a: 0... NEWPORT BEACH NO SCALE FOR REQUCED PLANS OR I GI NAL O 20 40 60 80 USERNAME =) tcap i rza DIST COUNTY ROUTE KILOMETER POST TOTAL PRO,IECT SHEET TOTAL No SHEETS 12 Ora 26.2/29.6 12 SAijFR ,. LOCATION MAP The State of Colffornla or Ifs officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this pion sheet. Ca/Irons 00// ms a web site! To gelto loo web site, go to, hltp:l lwwwliot.ca.g(JI BEGIN CONSTRUCTION STA 84+51 KP PM 26.2 16.3 NO AS BUil T CHANGES CORRECTIONS BY G.ZIAEIAN CONTRACT NO. 1 2-0A0004 Begin Work DATE Sta. 89+50 11-14-01 Project Engineer Date Registered Ci vi I Engineer January 22, 2001 PI ans Approve I Date Contract No. 12-0A0004 cu 12601 EA OAOOOl U1 0 0 N ' a:: Q_"" <( "' ' .. -"' A A II II D □ w w >->->->-0 0 _J _J Q_ Q_ w w >-"" <( -D >- 0 0 I "' 0 I L...._ ___ ___:_F.::_o"_:_:M:_o:..:c:_-.:...:oE:_-.:...:9':_-:_PF___:_<".:.::E:_v:_. _,:..:.,.::_••::..:> ______________ _j_ _________________ s_c_A_LE_1_s_1 N-_M I,_:L:.:_L_'.:I M:'.E:...'.T_::E.'.:.RS::...._ __ ':::=::::=:=:'::='=======-----1..::'.□.::GN::_:_F_:l.::.LE::_.::=:.::>_:c:.::0:.::A.::_00::::0:.::a::::0_:_1 :.::-d~g::n ___________ _j_ _________ .L.__-:,,;,--,_~=-=--~---' q 7-~ X 0 w >-\/) (I) -> 0 w w (l:'. \/) w > f-w <( (l:'. 0 w a> ~~ N ' 0 r- CL w z --, '>-0(1) >- w (I) f-0 <( w 0 _J z w :JD "' u-u _J \/) w <( w I uo u a: z ~ w x-= ► ~ ::, w C, X t; z w --, ~ ...I a. -:c C. = 0 >-w -<( >-0 = 0 0.. z V) = <( -<( = >-z '-'-0 w >-I-= Lu = z >-= --<( <( Q_ Lu = :i!!: -<( = = 2 _J -<( I '--' '-'-0 Lu >--<( >-V) Q FORI-.I DC-OE-92-PF (REV. EP R/W 15.0 & VAR VAR r< 0.75 I 0.75 {EXIST 2.70 2.70 R ► EP 15.0 & VAR RAISED MEDIAN <p EXIST R/W VAR OG DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 26.2/29.6 REG I STEREO CIVIL ENG I NEER 1-22-01 PLANS APPROVAL DATE Tte State of Collfornlo or Its officers or 09ents sh:111 not be responsfbfe for tte accuracy or completeness of electronlc cop!es of this pion sheet. 2 12 EXIST CURB 7 OG WA /_i2'l. & CURBZ .'jj~ Cal/rans (',(JN ms a web site! To get to tte web site, go to: Ntp:l lwww.dot.ca.gCN LEGEND R/W VAR EXIST CURB7 OG WA R/W 3/88) VAR EXIST CURB7 OG WA EP EXIST PAVEMENT------j 259 mm AC EXIST B-3 CURB ONE-WAY YELLOW REFLECTIVE 25 mm AC (RUBBERIZED) 305 mm AB ROUTE 1 FROM DOVER DR TO BAYSIDE DR STA. 48+80 TO STA. 54+96 It. 25 mm AC (RUBBERIZED) I EXIST RAISED MEDIAN 15.0 0.75 0.75 2. 70 2. 70 EP -COLD PLANE AC PAVEMENT(25 mm MAX) @ DETAIL 10 @ DETAIL 38 R/W NOTES: VAR 1 .50 ~ IM~ I & VAR & VAR ~ 1 .50 MIN EXIST CUR7 OG . ~"0" 1. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SEE SHEET C-1 AND C-2 FOR DETAILS ON COLD PLANING. __ A~S'--SHOWN OR AS DIRECTED BY THE ENGINEER. EXIST PAVEMENTJ 259 mm AC 25 mm AC (RUBBERIZED) EXIST B-3 CURB ONE-WAY YELLOW REFLECTIVE 25 mm AC (RUBBERIZED)~--EXIST PAVEMENT 259 mm AC 4. PER EXISTING DELINEATION~ PLACED DETAIL N0.13 FROM BAYSIDE DK. TO AVOCADO AVE. & DETAIL 10 FROM AVACADO TO MACARTHUR. 305 mm AB EP ROUTE 1 FROM BAYSIDE DR TO MCARTHUR STA. 54+96 TO STA. 84+20 BLVD EXIST RAISED MEDIAN 15.0 & VAR It. I ~ EXIST B-2 CURB EP EXIST ~ EXIST PAVEMENT _J 259 mm AC 25 mm AC (RUBBERIZED) ONE-WAY YELLOW REFLECTIVE 25 mm AC (RUBBERIZED) 305 mm AB STA. 61+34 TO STA. 62+20@ PROMONTERY WAY STA. 73+29 TO STA.74+20@ CLUBHOUSE DR STA. 76+ 70 TO STA. 77+55@ NEWPORT CENTER DR STA. 79+ 00 TO STA. 80+00@ CORPORATE PL STA. 82+52 TO STA. 82+98@ AVOCADO AVE STA. 73+29 TO STA. 74+10@ CLUBHOUSE DR STA. 58+62 TO STA. 60+15@ BAYSIDE DR SB ROUTE 1 NB ROUTE 1 FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES 305 mm AB R/W VAR CUR7 OG . ~"0" EXIST PAVEMENT 259 mm AC 305 mm AB AS BUil T CHANGES CORRECTIONS BY G.ZIAEIAN CONTRACT NO. 12-0Aooo4 DATE 11-14-01 TYPICAL CROSS SECTIONS ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN USERNAME => tcopirzo DGN FI LE => c0A000b01 .dgn NO SCALE X-1 cu 12601 EA OA0001 "' 0 0 N ' 0:: CL U1 <{ I") ' .. -I") "' "' II II 00 w w f-f-f-f- 0 0 _J _J CL CL w w f-:, «-0 f- 0 0 I ,.., 0 I X 0 >-w aJ Vl - 0 > w w 0: Vl -w > f-w <{ 0: 0 W<'l "' f-(J) (J) <{ '-'-0" z """) Q. LI.. '->-om >-w aJ f-0 <i:W 0 _J z w ::JO "' u-u _j Vl w <i:W I uo u z f-w I ('.) > -Vl :::, 0: w (!J > 0 z z lJ -I -<fl -w :c 0 ll. = 0 >-w -<l'. >-0 = 0 CL z V, = <C -<l'. = >-z LI... 0 w >-I-= uJ z = >-= --<l'. <C CL uJ = :i!i: -<l'. = = 2 _J -<l'. j u LI... 0 ,_ uJ w >-z -<l'. >-~ V, di EP R IW VAR EXIST CUR8 7 OG ~ 1. 50 I 21/. & VAR 1--MIN -I EXIST PAVEMENT 259 mm AC 305 mm AB EP 15.0 & VAR t 15.0 & VAR I I l I· 1 .50 ·I 21. & VAR MIN I I "" y l ~ 50mm AC (RUBBERIZED) COLD PLANE 25mm MAX. - BETWEEN STA. 53+00 AND STA. 55+00 ( AREA WITHOUT RAISED ISLAND ) ROUTE 1 AT BAYSIDE DR INTERSECTION EXIST RAISED MEDIAN R/W VAR EXIST CUR87 OG . 1//i~ R/W EP EP R/W VAR EXIST CURB7 OG w~ 15 .0 & VAR 0.75 0.75 2·. 70 2. 70 & VAR & VAR 1. 50 15 .O & VAR VAR 1. 50 ~No I 1 • 50 21/. & VAR I M~ MIN~-~~-==:___-1--_ _1_ ___ ==~== ~· 2% & VAR i;;;;;;;;;;;;;:::;::=~__:===::.__~1MIN EXIST CUR7 OG EXIST PAVEMENT--\ 259mm AC 305mm AB 50mm AC (RUBBERIZED) EXIST 8-3 CURB COLD PLANE(25mm MAX.) 50mm AC • ~~" (RUBBERIZED) ~--EXIST PAVEMENT 259mm AC 305mm AB ROUTE 1 FROM PROMONTERY DR TO MCARTHUR BLVD SB : BETWEEN STA. 65+00 -66+00 BETWEEN STA. 73+00 -75+00 BETWEEN STA. 77+00 -79+00 NB: BETWEEN STA. 77+00 -79+00 FROM NEWPORT CENTER DR TO CORPORATE PL ) ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 USERNAME => tcapirza FORM DC-OE-92-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES = c0A000b02. d n DIST COUNTY ROUTE 12 Ora POST MILES TOTAL PROJECT 11- REG I STEREO CIVIL ENG I NEER 1-22-01 PLANS APPROVAL DATE Tte State of Callforn!o or Its officers or agents shJIJ not be responsible for tte accuracy or completeness of efectronlc copies of this pion sf-eef. 12 Co/Irons 0011 ms o web site! To get to tte web site, go lo: lttp:l lwww:Jolco.gw LEGEND -COLD PLANE AC PAVEMENT(25 mm MAX) NOTES: 1. DIMENSIONS OF THE STRUCTURAL SECTION ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SEE SHEET C-1 AND C-2 FOR DETAILS ON COLD PLANING. NO AS BUil T CHANGES CORRECTIONS BY G.ZIAEIAN CONTRACT NO. 12-0A0004 DATE 11-14-01 TYPICAL CROSS SECTIONS NO SCALE cu 12601 EA OA0001 X-2 "' 0 0 N ' a:: [L u, «,., ' .. -,., A A II II 00 WW f--f-f-f--00 _J _J [L [L WW f--:::, « -0 f-- 0 0 I N 0 I 0 w >-Vl (l'.l > 0 w w Vl 0:: w > I-w <( 0:: 0 X w I- <( 0 '->->-00'.l w (l'.l 1-0 <(W 0 ...JZ w :::>t'.l ,,, u-u ...J Vl w <(W I uo u z 0:: w w >-w x--z ::, C) CJ z w z I-u w a. .., 0 0:: -I a. -:c a. :z: 0 I-< I-c:: w 0 X 0.. 0 V, :z: < z c:: I-<( LL. 0 z I-w :z: w I-~ c:: z < -0.. <( w Cl :5 < :z: c:: 0 LL. -J -' < <...> LL. X 0 w I-~ < I-V, i!f LEGEND ~ AC OVERLAY 3 a: 0 a: w > 0 0 53+80 1 . 50 { Typ i ca I ) COLD PLANE COLD PLANE a: 0 w 0 Vl >-<I: CD 56+05 COLD PLANE @ CURB & GUTTER ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 NO AS BUil T CHANGES CORRECTIONS BY G.ZIAEIAN CONTRACT NO. 12-0A0004 DATE 11-14-01 ~ u ~vtJetric COLD PLANE@ CURB & GUTTER 59+10 >-a: w 1-z 0 :::;; 0 a: 0... 1 . 50 { Typ i ca I ) 63+00 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 26.2/29.6 REG I STEREO CIVIL ENG I NEER 1-22-01 PLANS APPROVAL DATE Tte State of Callfornfo or Its officers or agents sh:J/1 not be resrxmslble for the accuracy or completeness of efectron!c copfes of tNs plan steer. 4 12 Ca/trans OOH ms a web site! Ta get to Ire web site, go lo: lilp:l lwww.dot£a.grN w z -I :c 0 I- <( :5 65+10 CONSTRUCTION DETAILS NO SCALE C-1 60 80 USERNAME => tcapirza DGN F I LE = > c0A000g0 1 • dgn cu 12601 EA OA0001 u, 0 0 N I 0: a_ "' <( ,,., I •• -,,., A A II II 00 WW >-->-->-->---00 _J _J (L a_ WW >--"' <{ -0 >-- 0 w >-V) CD > 0 w w a: V) w > f--w <( a: 0 X WO 0 f--0 0 <( '-'-0 I'--I'-- z 7 a. IJ.. '->->-OCD w CD f---0 0 <(W _J z w :::J{.') ><'. u-u _JV) w <(W I uo u z w a: > LLJ LLJ ::, x--z (.') (!J z z LLJ 1--u 0.. LLJ 7 0 ..J a: -a. :c 0.. z 8 I-w < I-0 0:: 0 z X a.. Vl z <C < 0:: z I- LI.. w 0 I-I-z z I.LI ::::E -I-<C 0:: < ~ a.. I.LI c:, < z 0:: 0 LI.. -' l < C..J LI.. X 0 I.LI I-~ < I-Vl . i!1 NO AS BUil T CHANGES CORRECTIONS BY G.ZIAEIAN CONTRACT NO. __ 1~2~-~o~Ao~o~o~4- DATE ____ 1_1_-_1_4_-0~1'---- COLD PLANE@ CURB & 1. 50 w z ..J :c 0 I- <C ~ 185 70+05 71+90 LEGEND ~ AC OVERLAY COLD PLANE AREA 1 . 50 ( Typ i ca I ) 75+15 77+00 110 0:: 0 0:: w f-z w u 78+50 COLD PLANE@ CURB & GUTTER ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 60 BO _j Cl.. 1. 50 USERNAME => +copirzo w > <( 0 0 <( u 0 > <( DGN FI LE = > c0A000g02. dgn ~ u ~V}tric 1 . 50 ( Typ i ca I 92 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT ND. SHEETS 12 Ora 26.2/29.6 REG I STEREO CIVIL ENG I NEER 1-22-01 PLANS APPROVAL DATE Tte State of Colffornfo or Ifs officers or or;;enfs sroll not be responsible for ffe accuracy or completeness of electronic copies of this pion steel. 5 12 Co/Irons OOH /rJs o web site! To get to tte web site, go ta: tttp,l lwww.dot.co[J(N CONSTRUCTION DETAILS NO SCALE C-2 cu 12601 EA OA0001 "' 0 0 N ' a: a. "' <t ,,., ' .. ~,,., A A 11 II 0 0 w w f--f-- f--f-- 0 0 __J __J a. a. w w f--::, <t -0 f-- 0 w >-(/) (D > 0 w w 0:: (/) w > f-w <1: 0:: 0 X W01 01 01 f-'-'-~o 0 a_ 2 CLIFF [R z 2 '->-KING RD om >-w [l) f-0 <,:W 0 _j z w 0 :::)<..'.l ,L_ u-u _j (/) w <!W I uo u z 0:: w w w > End Work z x--::, CJ Sta. 43+50 z (!J w f-z u w --, a. 0 0:: ..J Q_ -:c a. = c:, >-w <x: >-0 = X c:, 0... z Vl ;z:: < <x: i:c: z LI... c:, w >-I-0 ;z:: N u..J I... = z a. >- 0 = -~ <x: < 0... u..J <D = ~ .., .., "' <x: 0 ; ;z:: = 2 -' <x: j '-' LI... c:, u..J X >-;::: Vl C C> ~ "! 0 E 0 0 ~ 0 u FORM OC-OE-92-PF (REV. 3/88 l CONSTRUCTION AREA SIGNS SIGN NO.& PANEL NO. OF POSTS QUANTITY TYPE SIZE AND SIZE EA ( mm ) (mm) 0 C18 1219 X 1219 2-102 X 152 (S) 2 ® C13 1524 X 610 2-102 X 102 (S) 2 © C23 760 X 760 2-102 X 102 13 ® C23 760 X 760 2-102 X 102 13 NOTE: EXACT SIGN LOCATIONS TO BE DETERMINED BY THE ENGINEER. (S) DENOTES STATIONARY MOUNTED SIGN. 0 \ @ 1 65 ... NEWPORT BEACH NEWPORT BEACH NEWPORT C CO ~~~ C ~ u ~y!Jetric D D DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 26.2/29.6 REGISTERED CIVIL EN(J.{NEER 1-22-01 PLANS APPROVAL DATE rre State of Callfornla or Its offlcers or agents stall not be responsfbfe for tte accuracy or completeness of electronic copies of lrJs plan steel. 6 12 Ca/Irons nr:J/1 ms a web site! To get to tte web site. go to, Ntp,l lwww.dolml}(JI Begin Work Sta. 89+50 NO AS BUil T CHANGES CORRECTIONS BY G.ZIAEIAN CONTRACT NO. 12-0A0004 DATE 11-14-01 CONSTRUCTION AREA SIGNS ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 USERNAME => tcapirzo DGN FI LE = > cOAOOOm01 . dgn NO SCALE CS-1 cu 12601 EA OA0001 "7 0 0 N I a: a_ "' <( ,.., I •• -,.., A A II II 00 w w >-->-->-->--00 _j _j a_ a_ w w >--:,; ""' -0 >-- 0 0 I I') 0 I 0 w >-l/1 (Il - 0 w l/1 > w n: > w n: w f- <{ 0 WO 0 f-0 0 <{ '-'-0 <.O r--- Q_ LL z --, '->-0 (Il >-w (Il f-0 <,:W 0 _JZ W :::J (.J "' u-u _J l/1 w <,:W I uo u 0: w w z CJ z w f-u w --, 0 0: Q_ = 0 z w > ::::, CJ z a. ..I ::c a. - PER EXISTING DELJNEATION, DET NL NO /0 PUCED ONLY FROM [)(JIER DR. TO BAYSIDE DR.AND FROM AVOCADO AVE TO MN:ARTHUR BLVD. DETNL NO /3 PUCED FROM BAYSIDE DR. TO AVN:ADO AVE. { SEE NOTE N0.4 SHEET X-1 J - PAVEMENT DELINEATION QUANTITIES AS BUil T CHANGES CORRECTIONS BY G.ZIAEIAN CONTRACT NO. 12-0A0004 DATE ____ 11_-_1_4_-_0_1 ___ _ ~rlc DisTI COUNTY I ROUTE I rn~~tT P~b':iih l5~~~rlsWETlh 12 I Ora I 1 I 26.2/29.6 I 7 I 12 11-08-00 - REGISTERED CIVIL ENGINEER ~\\Q\[SSIOl/4( z? '12 1 _22_01 ( i PHIL NGUYEN \,l ----------~ No, C46773 ""'/ 1--P_LA_N_S_A_PP_R_O_VA_L_D_A_TE ____ -I\'-!< Exp. 6/30/03 J} ,__ Tte State of Coflfornlo or Its officers or oqents strJII not be resp;Jnsfbfe for th:: accuracy or completeness of electronic copies of fflls plan s!YJef. Co/Irons WII ms o web site! To get to tre web site, go lo: lttp:I lwww.dotco;;JCN \ PAINT TRAFFIC STRIPE THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKER THERMOPLASTIC PAVEMENT MARKING REMOVE DETAILrl\~=--,---+-~(_2--.CO_A_T~)-+--:.----r-----,--,-----.---+----,--------+------------,-----r---+-~-:--:--.-----1 NO. -~ 26 278 29 I\ s/ 38 38A 39 39A 40 NON-RETRO RETROREFLECT I VE ARROWS ~<( wf-wz ;: it LOCATION -DESCRIPTION KILOMETER POST \J..::__j I\ REFLECTIVE V1 j tn ~ l------+-----f----f----+----t---\---1'--f-----+----+----+-----+---I -+-------+----,---,----+--.-----,----,----,---,-----, :,.::: i ::; z <( j in & STATION LIMIT (N) (N) ( NB & SB) m m KP 29.69 -KP 29.59 STA. 48+80 -49+75 485 DOVER DR TO BEGINNING OF BRIDGE KP 29.30 -KP 29.07 STA. 52+82 -54+96 END OF BRIDGE TO BAYSIDE DR 1500 ~ 122 KP 29.07 -KP 28.36 STA. 54+96 -62+06 / DET 13 ) I 410 )685 BAYS IDE DR TO PROMONTERY DR KP 28.36 -KP 28.04 PROMONTERY DR KP 28.04 -KP 27.14 JAMBOREE RD TO KP 27.14 -KP 26.81 CLUBHOUSE DR TO KP 26. 81 -KP 26. 61 NEWPORT CENTER DR STA. 62+06 -65+22 ) DET /3 V I 1410 <~ 250 TO JAMBOREE RD CLUBHOUSE DR STA. 65+22 -74+23 DET /3 V ) 4300 1\838 STA. 74+23 -77+61 I DET 13 I ) \ 1300 V 3o5 NEWPORT CENTER DR , •~ STA. 77+61 -79+61 ( DET /3 I) \ 800 V 155 TO CORPORATE PLZA / I\ KP 26.61 -KP 26.44 STA. 79+61 -81+61 ( DET 13 I) \.~ 152 CORPORATE PLZA TO TO AVOCADO AVE KP 26.44 -KP 26.15 STA. 81+61 -84+51 (~ AVOCADO AVE TO MACARTHUR BLVD ~ 186 SUB-TOTAL 11 995 2693 TOTAL 11995 2693 NOTES: (N) : NOT A SEPARATE PAY ITEM,FOR INFORMATION ONLY. NEW PAVEMENT DELINEATION IS TO REPLACE OBLITERATED PAVEMENT DELINEATION AT THE SAME LOCATION. 1 00 mm 1 OO mm I 200mm 200mm 1 50mm z 1 ~ z ~ TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE BI KE <i. ;;:: 1-~ ~ 6 o.. EWEEEwEE ~ V1 ;;::E~><(<.:J o'.::: SOL ID SOLID ~ SOL ID SOL ID SOL ID 86:!~ 861"1~ LANE ~ ~ 8 ~ ~ <i: ~ LL oa::: ~ oa:::00 • A D G H 1V(L) 1V(R) VII(R) ~ ~ ~::; u O a:: LL WHITE YELLOW m. WHITE WHITE WHITE~m~__: ~m__:o 1 ARROW u ~ ~ ~ ~ f-f- m m /m'1 m m m m m EA EA EA EA m2 m2 m2 m2 m2 2 m 2 m m 76 324 90 120 175 160 26 40 2.78 7.98 27.9 400 I 395 322 5 122 212 86 450 28 90 18 1.39 1.39 2.51 38.46 5.6 435 ( 1260 \ 71 1286 120 I 244 , 1 / 580 425 60 1650 \ ,2 I 360 160 60 280 I ~o ( 295 552 120 1460 260 1 38 630 230 1520 310 37 560 1 35 94 2.78 ~ 6 ~ 15.29 \___;, ~, 120 0 8.34 45 15.6 5.56 4. 17 240 205 193 60 280 84 24 2.78 2.78 260 2~ 1 80 l 195 120 285 80 25 2.78 360 ~ 2 ,,E "f v-~ 1/ / 268 68 60 385 92 30 5.56 54 1321 362 23.4 47.26 8.34 1737 '--~~-~- PER ENG., ADDED ADDfTION/l.1.. DETAIL 40rTHROUGH LANES) SIB PCH© DOVER DR. & NIB PCH © BAYSIDE DR./l.1..SO REPUCED PARKING STALLS~ SIB PCH BETWEEN AVACADO & MACARTHUR BLVD. FOR REDUCED PLANS O I 2 3 USERNAME => tcopirzo 6.03 20.90 23.8 1500 16.72 34.2 14.2 1220 4.55 9.18 47.6 18. 3 600 1. 3 35.18 22.3 1030 0.65 4.72 36.6 7 .1 458 0.65 6.12 21 .6 1 .5 517 0.65 34.16 34.6 532 2.51 ~ J.2.3~ 254.2 41.1 6692 6692 ~ PAVEMENT DELINEATION QUANTITIES cu 12601 f-z w a:: ~w w ~ > a:: <( <( (l. ~ (N) EA 226 568 1814 866 1940 739 388 389 507 7437 7437 PD-1 FORM DC OE 92 PF (REV. 3/88) OR I GI NAL SCALE IS IN INCHES I , I , I I I I DGN FI LE > c0A000n0 1 . don I EA OA0001 "' 0 0 N ' a: a.."' "'"' ' .. ~"' A A II II 00 WW f-f-,_ f- 0 0 _J _J a.. a.. WW ,_::, "' -0 f- I DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 1 26.2/29.6 8 12 ~ 11-08-00-AS BUil T CHANGES ~\\Gl[SSIO,v4, ric REGISTERED CIVIL ENGINEER ~ ~ CORRECTIONS BY G.ZIAEIAN ~ ( g PHIL NGUYEN tl 1-22-01 = No. C46773 "' CONTRACT NO. 12-0A0004 PLANS APPROVAL DATE l< E,p. 6/30/03 l} DATE 11-14-01 Too State of Collfornfa or Its officers or agents ¾1, C1v11.. <:i'+--%"' stcll not be respons!ble for tte accuracy or completeness of elecfronlc copies of !Ms pion steel Of Cil.1' Co/Irons = l'IJs a web site! To get to tte web site. go lo: hlfp:I IWIVVl.dot;:;o.gw 0 ROADWAY QUANTITIES w >-VJ en -> 0 w w 0:: VJ -w > f-COLD PLANE ADJUST FRAME AND w « 0:: 0 RUBBERIZED ASPHALT CONCRETE ( TYPE G ) WO 0 COVER TO GRADE f-0 0 KILOMETER POST ASPHALT CONCRETE « '-'-& 0 lO r-- Q._ LL STATION LIMIT LOCATION PAVEMENT z --, '->->-NET AVERAGE NET AREA om ( NB & SB ) TONNE 2 w en PAVEMENT WIDTH PAVEMENT AREA m EA f-0 <,:W 0 ( m ) (N) m2 (N) _lZ w ::,a "' u-u KP 29.69 -KP 29.59 _j VJ w DOVER DR TO «w I 3610 230 1700 uo u STA. 48+80-49+75 BEGINNING OF BRIDGE 38.0 KP 29.30 -KP 29.07 END OF BRIDGE TO 32.0 6800 420 2600 5 0:: z STA.52+82 -54+96 BAYS IDE DR w w w z >-KP 29.07 -KP 28.36 BAYSIDE DR TO I- -7 l.) ::, 22010 1400 2130 z c.:, STA. 54+96 -62+06 PROMONTERY DR 31.0 w f-z u KP 28.36 -KP 28.04 PROMONTERY DR w --, a. 41 .o 13000 800 2400 1 -0 ...I STA. 62+06 -65+22 TO JAMBOREE RD 0:: n. ::c a. KP 28.04 -KP 27. 14 JAMBOREE RD TO 33.0 29000 1800 3400 STA. 65+22 -74+23 CLUBHOUSE DR KP 27.14 -KP 26.81 CLUBHOUSE DR TO 700 1 33.5 11300 1500 STA. 74+23 -77+61 NEWPORT CENTER DR = KP 26. 81 -KP 26.61 NEWPORT CENTER DR 0 32.0 6400 400 4500 1 ->-w STA. 77+61 -79+61 TO CORPORATE PLZA -,; >-0 0:: 0 KP 26.61 -KP 26.44 CORPORATE PLZA TO 0... z V> 32.5 5530 340 2110 6 = STA. 79+61 -81 +61 TO AVOCADO AVE -,; <( 2: z LL. KP 26.44 -KP 26. 15 AVOCADO AVE TO 0 w 34.0 9860 610 2410 ~ >-I-STA. 81+61 -84+51 MACARTHUR BLVD = u..J ~ z ~ ~ C::£) "' 0 0:: -0 -,; <( TOTAL 107510 N 0... ' u..J 0:: = :E -CL uJ «"' ' ~ ' .. -"' -- -,; A A -(N) NOT A SEPARATE ITEM, FOR INFORMATION ONLY. = II II 0:: SEE ADDENDUM N0.1 SHEET X-1. 1 0 00 LL. w w -ALSO SPECIAL PROVISION, ORIGINAL ENG. f-f-_, f-f- -,; J 00 <...> ESTIMATE CALLS FOR 8500 TONNES _j _j LL. CL CL 0 WW u..J f-:a, >- ., - -,; 0 f- >-V> ~ - SUMMARY OF QUANTITIES I") ALL DIMENSIONS ARE IN METERS 0 I N itP UNLESS OTHERWISE SHOWN. Q-1 0 I ..,. 0 I FOR REDUCED PLANS 0 I 2 3 I USE RN AME = > +cap i rza cu 12601 I EA OA0001 FORM DC OE-92-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES I I I I 0GN FILE > c0A000a0 1 . don X 0 >-w l/l 0) > 0 w w l/l 0:: w > 1--w <{ 0:: 0 X w 1-- <{ 0 '->-OOl >-w 0) 1--0 <{W 0 ...JZ w :::J Cl ,.:: u~ u ...J l/l w <{W I uo u z w a:: > w w ::::, X--z (!) (!J z z w 1--0 a. w -, 0 ..J 0:: -a. :c a. :z: 0 I-<C I-a: 0 X a.. V) w :z: <C 0 a: I-z LL. 0 < I-z :z: Lu w ::::E I-a: I-<C a.. z Lu Cl < :E <C :z: a: 0 ~ J -I <C u LL. X 0 Lu I-~ <C I-V) di NOTES: GJ SPLICE LOOP WIRES TO EXISTING LOOP DETECTOR LEAD IN CABLE {DLC). ABANDON ALL EXISTING LOOPS. EXISTING TRAFFIC SYSTEM. 70.1 m To Be ,._ ✓j- ~. ✓I 74.7 m TO BC 2 AS BUil T CHANGES CORRECTIONS BY G.ZIAEIAN CONTRACT NO. 12-0A0004 DATE ____ 1~1~-~1~4--0~1:_ __ _ \, I I lj l l ~ ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. ROUTE 1 FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS \V 0 ..... I.fl 7-&. d) 0 20 40 ~~ ~·• ROUTE 1 ~ u ~yAetric DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora REGISTERED CIVIL ENGINEER 1-22-01 PLANS APPROVAL DATE 26.2/29.6 11- Tte State of Caflfornla or Its officers or oqents s/r:J/1 not be responsible for tte accuracy or completeness of electronlc copies of this plan steel. 9 12 Co/Irons = ros o web site! To get to tm web site, go lo: hffp:l lwww.dot.co.ga1 INDUCTIVE LOOP DETECTORS NO SCALE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. E-1 60 80 USERNAME = > tcap i rzo DGN FILE => cOAOOOuOl .d n cu 12601 EA 0A0001 " ~ 0 _, a. w :, ,_ 0 0 I "' 0 I NOTES: X SPLICE LOOP WIRES TO EXISTING LOOP DETECTOR LEAD IN CABLE (DLC). ABANDON ALL EXISTING LOOPS. EXISTING TRAFFIC SYSTEM. 0 >-w CD (/) 0 > w w (/) er: > w w I-er: <( 0 X WO lO I-~ -;-<( I 00 0 z I-Q_ LL '->->-0 CD w CD 1-0 <(W 0 ...JZ w :JD "' u-u ...Jl/l w <(W I uo u z ROUTE 1 a: w w > w x--z :::, 0 CJ z w z I-0 w a. -, 0 ..J er: Q_ -:c a. :z: ,~ ~ w I--0: 0 I-a::: z 0 a.. X V) < :z: -0: z a::: I-w LL. 0 I- I-z :z: Lu -::E < I-a::: :E -0: a.. Lu Q -0: -:z: a::: 0 LL. ...J J -0: u LL. X 0 Lu I-~ -0: I-V) ~ ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. 0 <t 0 0:: w w 0:: 0 co L <t J ~\-:... rG 2 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 60 BO USE RN AME =>+cap i rza OGN FI LE = > cOAOOOu02. d n DIST COUNTY ROUTE POST MILES TOTAL PROJECT 11- REG I STER ED CIVIL ENG I NEER 1-22-01 PLANS APPROVAL DATE T,'-,: Slate of Callfornla or Its officers or oqents sfrJII ()Jf l'c responsfble for tte accuracy or completeness of efecfronfc copies of ttis plan srnf:t. Co/Irons oo,,; oos a wev site! To get to tte web site, go to, lflp:l lwww.dol.co.g(N 0 AS BUil T CHANGES CORRECTIONS BY G.ZIAEIAN CONTRACT NO. 12-0A0004 DATE 11-14-01 INDUCTIVE LOOP DETECTORS NO SCALE cu 12601 EA OAOOOl E-2 0 0 I r<) 0 I NOTES: ---~ SPLICE LOOP WIRES TO EXISTING LOOP DETECTOR X LEAD IN CABLE (DLC). ABANDON ALL EXISTING LOOPS. 0 EXISTING TRAFFIC SYSTEM. 0 ROUTE 1 >-w l/1 (Il -> 0 w w a:: l/1 w > f--w <t a:: 0 X w f--<t 0 I 76.2 m TO X-WALK . '>->-Oa:J w (Il f--0 <tW 0 ..JZ w :::J<.? :<'. u-u ~, ..Jl/1 w <tW I uo u z a: w w w > x--z ::::, -C) (!:J z w z f--u w ..I -, 0 -a: :c a. CL ROUTE 1 :z: 8 I--< I-w 0::: 0 0 X a. V, :z: z -< 0::: < I- LL.. z 0 w I-:z: I-LLJ ::::IE z I-0::: --< < a. LLJ c:::, :!: -< I 86.9 m TO X-WALK -:z: 0::: 0 J ► LL.. ::; j -< c:., LL.. X 0 LLJ I-~ -< I-V, l{f ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. ~~--t ~- a:: 0 w V) ::i 0 I (I) ::i _J u w u <I: a:: a:: w I- w z > a:: a:: 0 a:: w 1-z w u l-a:: 0 CL ;;: w z AS BUil T CHANGES CORRECTIONS BY G.ZIAEIAN CONTRACT NO. 12-0Aooo4 DATE 11-14-01 ROUTE 1 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 60 80 USE RN AME =>+cap i rza 0GN FILE =>c0A000u03.d n DIST COUNTY ROUTE 12 Ora POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 26.2/29.6 11 12 REG I STER ED CIVIL ENG I NEER 1-22-01 PLANS APPROVAL DATE Tte State of Collfomlo or fts officers or agents shJlf not be resfX)nslble for too accuracy or completeness of electronic copfes of this pion sheet. Ca/trans = /'as a web site! To get fa Ire web site, go to, hffp,l lwww.dot;;a.gw 76.2 m TO X-WALK 86.9 m TO LIMIT LINE ROUTE 1 INDUCTIVE LOOP NO SCALE cu 12601 0 cf DETECTORS E-3 EA OA0001 0 0 I I 0 X >-lD 0 w V1 > w a: X Wo f--<l'.' 0~ z a.. '->-0 lD w f-0 <l'. w --1z :JC.:, u~ _J V1 <l'. w uo a: w w x--z c., z w f-u w -, 0 a: a. :z !=! I--cc I-a:: 0 a. X V'l :z -cc a:: I- 1..1.. 0 I-:z Lu i:! a:: -cc a. Lu c::, -cc -:z a:: 0 ~ ...J -cc <..> 1..1.. X 0 Lu I--cc I-V'l 0 w V1 > w a: w f-<l'. 0 "' ' ~ f- LJ.. >-lD 0 w "' u w I u z w > ~ CJ z a. ...J -:c a. j "iii; NOTES: ~ SPLICE LOOP WIRES TO EXISTING LOOP DETECTOR LEAD IN CABLE (DLC). ABANDON ALL EXISTING LOOPS. [}] EXISTING TRAFFIC SYSTEM. ROUTE 1 ~~-,-hJ 76.2 m TO X-WALK RTE 1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. ~ ~ "·.,,-~-' 0~ ► 0 > _j CD 0:: ::i :i:: f-0:: <{ u <{ :::E w > <! 0 Cl <! u 0 > <! RTE 1 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 60 80 USERNAME = > tcop i rzo DGN FI LE = > c0A000u04. d n DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 26.2/29.6" 12 12 REG I STEREO CIVIL ENG I NEER 1-22-01 PLANS APPROVAL DATE 11- Tts Slate of Caflfornfo or Its offfcers or agents st,Jlf not be responsible for tte accuracy or completeness rif electronic copies of tfis pion steet. Ca/Irons 00/I ms a web site! To get ta Ire web site. qa ta, tvtp,l lwww.datcal)(}I ~-:-~ 76.2 m to X-walk AS BUil T CHANGES CORRECTIONS BY G.ZIAEIAN CONTRACT NO. 1 2-0A0004 DATE 11-14-01 INDUCTIVE LOOP DETECTORS NO SCALE cu 12601 EA OA0001 E-4 0 0 I 0 I 0