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Home My WebLink AboutR_5993_S• • i INDEX OF SHEETS Stat Ho, De1cda+ioo 1 2-6 7-9 10 11-32 33 34-39 40-62 63-85 86-115 116-126 127-148 149 150-177 Title and 110P Typical crass Sections St0ndard Plana Key Map and Line Index Layouts Profile Construction Details Temporary Water Pal lution Control Plans Details 0nd ouonti-ties Erosion l:ontrol Plans, Details and Quantities Drainage and Contour Grading Plans, ProTiles, Details, ono Ouoniti-ties Utility Plans Traffic Handling Plans and Details Construction Area Signs Pavement Delineation and Sign Plans, Details and Quantities STATE OF DEPARTMENT OF CALIFORNIA TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION STATE HIGHWAY IN ORANGE COUNTY, ON ROUTE 73 ON FROM 0.08 MILES NORTH OF ALISO VIEJO PARKWAY TO 0.17 MILES SOUTH OF THE CAT ALINA TOLL PLAZA AND FROM 0.08 MILES NORTH OF THE CA TA LINA VIEW 178-180 181-205 Summary of Ouontities CorridOr Operating System Plans TOLL PLAZA TO 0.05 MILES SOUTH OF MACARTHUR BLVD Structure Plans 206-211 Lo~ Canyon Rd. UC (Mad) Br. No. SS-74S R 212-22s Wildlife No. 2 UC (Widen) er. No. SS-862 R 226-254 NeW?.)rt Coast Or. UC (Widen) Br. No. SS-7S9 R 255-288 Bonito Canyon Or. UC (Widen) Br, No. SS-760 R BEGIN CONSTRUCTION PM 18.0 LAGUNA NIGUEL LAGUNA HILLS CATALINA VIEW TOLL PLAZA BEGIN CONSTRUCTION INB ROUTE 73> STA 933+78 PM 19.7 To De suppIementeo by Standard Plans <10teo July, 2006 ALISO VIEJO LACUNA CANYON ROAD U/C R, NO. 55• 745 R END CONSTRUCTION (NB ROUTE 73) STA 813+48 PM 17.4 !WUTE 73 890 CATALINA VIEW TOLL PLAZA NEWPORT BEACH ROUTE 73 IRYINE COUNTY OF ORANGE I . :; Contractor snor I possess the cIaaa {or cioaaes) of ~ t J . as specif i eel in the • • NOt ice to Contl"'octOr's. • • ~ ~?1QR,fohnn1 rlnn R/?7/20081·55:41 PM I icenae RELATIVE BORDER SCALE IS IN INCHES 0 2 3 DIST COUNTY RQJTE 12 Ora 73 - • .. _, LOCATION UAP ,,. 5'l:lfe ti CllllfO'tlo or a. tit,_.. or ~ .,_,,,_,.,....,,. ror ,,. GICCU"OI:, or -~ f/llllrtJIII: _., ti ltI'6 ,_,, __,_ To r,,l lo"" Co/Irons 1111& sll& l/0 b /ffp,/ ✓-lld- DISTRICT 12 CALTRANS PERMIT PLANS SEP 18 2008 ATTACHED TO -RMITNO. oi -oS'-11 Project Engineer Date Regla1ere<1 Civi I Engineer p I on8 Approyo I Date Contract No KOOGIII cu 12332 EA 000130 X '---.c"' X X 0 w >-Vl ro > 0 w w "' Vl w > ... w .. "' 0 w ... .. 0 ' 0 >->-wa, "' >-o 0 ""w -'z w aQ "' <.> -' Vl w <tW I <.>O <.> ~ ac Cl. w " .. .;; z .. w " "' 0 ... z '-' w w , 0 w "' a. --' w .. .. '-' :c ... u ::> .. ~ .. .. .. .. . .. 0 .. ... .. -= ii !i1 ...... "'0 .. ,_ .... NOTES: 1. SUPERELEVATIONS AS SHOWN OR TO MATCH EXISTING AS BY THE ENG!NEER. 2. AXIS OF ROTATION FOR SUPERELEVATION IS LOCATED AT THE PG OF THE ROADWAY SECTION. 3. CROSS SLOPE VARIES 1 ¼-5¼. 4. REMOVE 1" OGAC AND REPLACE WITH 0.10' OGAC Sta 68B+OO TO 697+76 RTE 73 Sta 748+33 TO 754+20 NB RTE 73 Sta 761+87 TO 771+00 NB RTE 73 Sta 775+00 TO 781 + 71 NB RTE 73 Sta 791+73 TO 801+00 NB RTE 73 Sta 807+46 TO 812+83 NB RTE 73 Sta 933+41 TO 941+77 NB RTE 73 Sta 1102+60 TO 1108+30 NB RTE 73 Sta 771+70 TO 781+90 RAMP CD ET-LC 5. EXISTING EDGE DRAIN VENTS AND CLEANOUTS TO BE RELOCATED PER STD PLAN D99C . 6. AB DEPTH IS 1.10' FROM STATION 688+00 TO 785+00. 7. AB DEPTH IS 1.05' FROM STATION 1031+00 TO 1084+00. TYPICAL STRUCTURAL SECTIONS: i0,10' OGAC ' I 0.60' AC (Type A) J ITJ---i 0.25' ATPB i O. 75' AB (Class JI) L 2.40' R-Volue Material ROADWAY EXCAVATION r,;i 10.1o'Min OGAC ~COLD PLANE (1") { 0.10'0GAC 0.20' AC (Type A) COLD PLANE (0.20') COLD PLANE (1 "') PAY ITEM OGAC PAVEMENT STRUCTURAL SECTION OGAC COLD PLANE AC (1") OGAC ASPHALT CONCRETE (Type A) COLD PLANE AC (0.20' & Var.) COLD PLANE AC (1") ;0.10' OGAC 0--1 0.85' AC (Type A) L 0,75' AB (Class II) ROADWAY EXCAVATION ~0.17'AC L.eJ I 0.33' AB ROADWAY EXCAVATION ,- I 0.10' OGAC ~ Var. AC COLD PLANE (1") ;o.10' OGAC • 0.17' AC ITl-'. COLD PLANE (Var.) COLD PLANE (1") "NB SR73" i "ROUTE 73" Ii. VARIES 50' TO 90' 36', 48', AND VARIES SOUTHBOUND ROADWAY NOT SHOWN EXISTING SLOPE VARIES NORTHBOUND LEFT Sta 703+39.45 TO Sta 727+99.69 Sta 740+48.44 TO Sto 748+32.51 Sta 758+34.32 TO Sto 772+80.00 Sta 791+72.80 TO Sta 812+97. 76 Sta 942+15.22 TO Sta 956+97 .24 Sta 986+95.90 TO Sto 998+1 8. 72 Sta 1020+93.69 TO Sta 1028+27 .68 Sta 1040+57 .67 TO Sto 1053+61.96 * Sta 1068+47 .69 TO Sta 1102+60.41 * SEE SHEET X-4 FOR CONCRETE BARRIER LOCATION 2% 3% 2% 2% 2% 2% 4% 2% 2% 5' 18' D AINAGE SLOPE ALL DIMENSIONS ARE IN 12' WIDENING : EXISTING , SHOULDER I 1 O' 12' SHOULDER' LANE ROUTE 73 TANGENT SECTION FEET UNLESS OTHERWISE SHOWN PAY !TEM OGAC 7 J ASPHALT CONCRETE (Type A) Ora 73 15.0/17 .4 19. 7/23.0 REGISTERED CIVIL ENGINEER TOTAL SHEETS 288 J MISC AC OGAC PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 ASPHALT CONCRETE (Type A) COLD PLANE AC ( 1 ") Ttr, State af Collfornla or fhs officers or agerts sh:J/1 not m rlJS{JOl)Sfblt: for ttr, acaJrQC/ or comp/6/eMSS tf eJBdronlc copll!IS d' ttis plan sttJBt. OGAC ASPHALT CONCRETE (Type A) COLD PLANE AC (0.20' & Var.) COLD PLANE AC (1 ") ETW ES 10' EXISTING SLOPE I WIDENING 3' Min & VARIES R/W NORTHBOUND RIGHT Sta 762+00.00 Sta 791 +90.00 TO Sta 771 +1 0.00 TO Sta 801+60. 74 2% 2% TYPICAL CROSS SECTIONS NO SCALE X-1 FOR REDUCED PLANS 0 2 ' DATE PLOTTED ,:,,) 27-AUG-2008 1Tl'.ME PLOTTED=> 1fi:OD USERNAME => nlakrori CU 12332 EA 0GOl30 ZFA0,(24,ll STAN0ARD.2CL PLNSHT IREV. 1/90) ORIGINAL SCALE: IS IN INCI-IE:S X X X X 0 w >-V> m > 0 w w QC V) w > I-w <t QC 0 w I-< 0 ' O>-,. wm m >-o 0 <t w St5 w ,,_ '-'-u _., V) w <tW :,: uo u QC ~ <.L w '-' 4 .;; z 4 w " °' 0 I-z u w w ' ,..j 0 QC .. --' w <t <t u :c I-u :,; ., E ""' -Oow .. "' ---.. "' .. z C .. "' coa >-C> C SOUTHBOUND~ ROADWAY NOT SHOWN I -~ ' ' ' ' ' ' ' ' ' ' EXISTING SLOPE VARIES l ______________ "ROUTE 73" ll. 44', 90' AND VARIES 5' 18' 1 2' DRAINAGE SLOPE WIDENING 1 O' SHOULDER' INSTALL EDGE DRAIN "NB SR73" ~ 1 O' EXISTING I SHOULDER, I 12' LANE 36', 48', AND VARIES REMOVE EXISTING EDGE DRAIN ROUTE 73 ETW NORTHBOUND LEFT SUPERELEVATED SECTION Sta 688+00.00 TO Sta 703+39.45 Sta 748+32.51 TO Sta 754+00.00 Sta 933+76.40 TO Sta 942+15.22 Sta 998+1 8. 72 TO Sta 1 020+93.69 Sta 1053+61.96 TO Sta 1053+72.00 3¼ <CONCAVE LEFT) 3¼ 4¼ 4¼ 4¼ ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 l'>Dlf'l~IAI <.:<"Al r::: ,c , ... ,~,rue,::, I 2 ' 3 ' DATE PLOTTED => 27-AtJG~2oos TTW:-Pl nTITn =~ '"""? ES 10' 73 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 TOTAL SHEETS 288 Ttt: State ff Ccllfornla or Its offfcers rr age,t1; std/ not be rBSpOl'1Slble for tlr: QCCllroO/ or compltlentJss d etectrordc copies <f ffis plan sf1!!id. R/W EXISTING SLOPE TYPICAL CROSS SECTIONS NO SCALE X-2 cu 12332 EA OGOl30 X ,_ X X 0 w >-V) ro > 0 w w a: V) w > >-w "' a: 0 w >--"' D ' D>->-wro ro >-o D "'w -'z w GQ " u -'"' w <tW :c uo u . w a: a: ., " "' <n z "' w ::, a: 0 >--z u w ., ~ . 0 w a: ~ .., w "' <( u :c r u -:> ., !! ,-:: ..... Oo"' ., "' -liil CE_, .. o .. .... ,c SOUTHBOUND ROADWAY \ NOT SHOWN ZFA0tC2"1.0 STANOARD.2CL PLNSHT IRE:V.1/90) NORTHBOUND LEFT Sta 727+99.69 Sta 956+97 .24 Sta 1028+27 .68 * Sta 1102+60.41 TO Sta TO Sta TO Sta TO Sta * SEE SHEET X-5 FOR 741+14.80 986+95.90 1 040+57 .67 1108+29.50 CONCRETE BARRIER LOCATION I "ROUTE i 5' DRAINAGE 3% 4% 4% ' I I ; ' j 4% MAX (f_ I ' 7 ' I : ' I ' 73" 1 a' SLOPE VARIES 42' TO 57' "NB SR73" i I I ' 12' 1 O' i WIDENING ' EXISTING , I SHOULDER: i '! 1 O' 12' ROUTE 73 SUPERELEVATED SECTION (CONCAVE RIGHT> 36' ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS O ! ORIGINAL SCALF IS IN !NC::HJ;:"5; 1 ' 1 2 ' IDATE PLOTTED => 27-AUG-2008 TIME PLOTTED => H;:04 ETW 10' ES I ' lozs,.\ COUNTY ROUTE 12 ! Ora 73 1s.0111.4 4 I 288 19. 7/23.0 REGISTERED CIVIL ENGINEER ff. ~!l'.i, r(f, % ;;~, z_&.1 2&,t:8 ~ M. EKORES ~ cc--c-cc:-o==.,.,,--c'--cc'c----llijNo. C47260 )';; 1--'-P,::LA;::;N:::.S..=A:..:PP_;;R:::.OV:.;:A°'L_::D::_ATc:E ___ -',\-ll Exp.l?/31109 JI-1-- TRANSPORTAT!ON , CORRIDOR AGENCIES ~~ c1v1\,,~~" ol'ct..\.\'t";. 125 PACIFICA, SUITE 100 IRVINE, CA 92618 Tfe stafB of CQ/lfornla or ffs afffct:rs or agtJnts s/rJ/1 oot be re,sponsfble for tte ar»:lf'Of:/ or ccmplehlness of 8/edrcn/c copies af tlis plan sreet. R/W I EXISTING I SLOPE i ' NORTHBOUND RIGHT * FOR WIDENING, SEE SHEET X-4 RAMP CD ET-LC * FOR WIDENING, SEE SHEET X-4 TYPICAL CROSS SECTIONS NO SCALE X-3 USERNAME => ~!aKrori I cu 12332 l EA OGOl30 X X X 0 w >-v> a, > 0 w w a: v> w > I-w "' 0: 0 w I-.. 0 ' o>->-wm "' 1-0 0 "'w ~5 w ~ o_ '-' -"" w .:w :r: uo '-' . "! ,r w n. " .. .,; z .. w " a: 0 I-z u w w , w 0 ,r n. _, w .. « u I I-u "' * USE TYPICAL STRUCTURAL SECTION []J AT AC MISC AREAS "ROUTE 73" ([_ ~ D AINAGE INSTALL CONCRETE BARRIER (TYPE 60) ON EXISTING PAVEMENT AFTER REMOVAL "CD ET-LC" 1 VARIES REMOVE EXISTING~' I CONCRETE BARRIER 1 (TYPE 50) , I 5'TO 19.5' I; 'I I' ETW 12' 12' LANE I VARIES J 67. Max ---- ES 10' 8' SHLDR RAMP CD ET-LC 18' SEE DETAIL SHEET C-5 R/W 10' Min ------ CONSTRUCT AC DIKE (TYPE D) Sta 776+50.00 to Sta 777+75.00 6% ES VARIES 32' TO 47' 10' "NB SR73" 1 10' 12' 36' 12' 12' ETW 10' 12' ES "CD ET-LC" 1 ES VARIES S' i 2', 2' ETW ES 12' 1 o' 18' 12' 8' Oro 73 15.0/17.4 19. 7/23.0 REG l STEREO CIVIL ENG I NEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 288 Th: state ar COflforrio or rts officers or agerts s/rJfl rat be res/X)flS/bl& for ttrJ acroracy or Cl'JITV}leteness fX e/eclronlc cop/BS tX" ftis plan shl!d. R/W 1 O' Min SHLDR LANE LANE LANE LANE SHLDR ) : i 5' WIDENING i i LANE SHLDR SEE NOTE 4, SHEET X-1 WIDENING 3' Min , 1 3' Min & f-------6, & VARIES ; : i ROADWAY 3": 1 1 ,SEE DETAIL SHEET C-5 ., 47. Mox r-W&W ; \ 11 I I l VARIES 6% Max 5' 2" -'-I I WIDENING 3' Min SEE DETAIL, SHEET c-s_l _____ _ \t-~,,,..---- iY/ SOUNDBOUNDL VARIES i1 i i NOT SHOWN j :,, SEE DETAIL ii NB PG , ' • SHEET C-5 - - - - - -1- - - - - - - - - - - - -_3z£()_0:' 1_~\.\_~in=-1~.i 1 ~r-:'.'.-~-~-~~-~-~-~-~-~-~-:'.'.~--~-~-::'.-~-~-::'.-~-~-~-::'.-~~;%~-~~:k~1=µ~lf;~! ! SLOPE VARIES ' ck:~Jd,'..<k/ NORTHBOUND LEFT Sta 772+80.00 TO Sta Sta 773+18.00 TO Sta Sta 780+96.00 TO Sta 773+1 8.00 780+96.00 781 +65.00 4% rn 4% [ill 4% rn NOTE: SEE SHEET C-1 THRU C-4 FOR MORE INFO. f l_ CONSTRUCT CURB I (TYPE 83-4) LcoNSTRUCT AC DIKE (TYPE D) REMOVE EXISTING CONCRETE BARRIER (TYPE 50) 0-1 NORTHBOUND RIGHT Sta 774+40.00 TO Sta 779+00.00 4% ROUTE 73 SUPERELEV A TED SECTION (CONCAVE RIGHT> ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS O 2 3 DATE PLOTTED => 27-Ai.JG-2008 TIU£ PLOTTED=> u;:o n lokrori 2FAO.t2◄.ll STANDARD.2CL PU>ISHT !RE:V. l/"90) ORIGINAL SCALE IS IN INC:l-ll'"S X X X X X D w r V, "' > D w w a: "' w ;; ,-w « a: D w >-« D ' D>->-WOJ m >-o 0 °"w -'z w D!:2 "' u -'"' w «w I UD u ~ a: Q_ "' " -.. z V, .. w :, a: D >-z u w "' , w 0 a: a _, w .. « u I >-u ::, " ! .. " .... Oow teu .... z C" .. ,. 0 .. ,-UC SEE DETAIL: SHEET C-5 INSTALL CONCRETE BARRIER (TYPE 60C) i 36" I 12' WIDENING 1 O' SHOULDER 1 ' SAWCUT "NB SR73" 1 O' EXISTING , SHOULDER I 12' LANE ' 2' I ' I i- I 6' I' NB PG 2 I --1X- ~=l=a=,ll~ = = -=== I 36" - ~ '<-S--- INSTALL EDGE Sta SOUTHBOUND ROADWAY NOT SHOWN DRAIN NORTHBOUND LEFT 1053+00.00 TO Sta 1054+40.00 NORTHBOUND LEFT 4% SEE DETAIL SHEET C-5 1 ' 7 15' WIDENING 10' SHOULDER 2' SAWCUT "NB SR73" !i. 1 O' EXISTING , SHOULDER I 12' LANE ' 1' 6' I -NB PG ,_I , I 1 : 2' I 2 --1X- Tj I j! 7Q::_1..1 -~~i.!l"'r;~;;;;;;;;;;~~:: =::: ·st.6PE VARIES:_ 11 - - --- -- INSTALL CONCRETE BARRIER (TYPE 60A Mod) (SEE NOTE 1) REMOVE EXISTING EDGE DRAIN INSTALL EDGE DRAIN L{IJ NORTHBOUND LEFT Sta 1054+40.00 TO Sta 1068+47.69 4% "ROUTE 73" (i_ VARIES 42' TO 57' i REMOVE EXISTING CONCRETE BARRIER (TYPE 60) & BASE. SEE DETAIL SHEET C-5 INSTALL CONCRETE BARRIER (TYPE 60) 1'i 7 1 5' WIDENING 1 O' SHOULDER 1 2' "NB SR73" !i. 1 o' EXISTING I SHOULDER , i 12' ' LANE Sta Sta 1085+50.10 TO Sta 1102+60.41 TO Sta 1102+60.41 11 08+00.00 2% 4% ROUTE 73 SUPERELEVATED SECTION <CONCAVE RIGHT> ®I£_; "NB SR73" 15' 1 o' WIDENING EXISTING , I SHOULDER I ! 10' 12' i SHOULDER • LANE SEE DETAIL 1 • 21 ~ 3 " n {NB PG SHEET C-5 SAWCUT -! I I •\ ~--..I ~ ==1=~= 'IS!.· ----1-t=====:::il ·sC6PE-,ii:rf1i'.s 11 '. f +==-----LmLill ___ _ INSTALL CONCRETE BARRIER (TYPE 60) NORTHBOUND LEFT Sta 1068+47.69 TO Sta 1082+00.00 2% ETW ES 36' 10' EXISTING SLOPE COUNTY ROUTE Ora 73 POST MILES TOTAL PROJECT 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9L618 Tte ~ (f Collfornla r:r Ms tfffCNS rr agfJlis shill nat be re.spol)S!b/f!l for the ocwrrx:J or compl6/MIJs6 af eltJdrnnlc aoplss rf ttis plan sh!Jd". RIW TYPICAL CROSS SECTIONS NO SCALE 1. PROVIDE 12" (LENGTH) x 3" (HEIGHT) OPENING AT 3' CENTER TO CENTER SPACING ALONG MEDIAN LOW SIDE TYPE 60 BARRIER. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN X-5 FOR REDUCED PLANS 0 ,. ... ,,.,.,,, ,.,.,,,.. ,,.. ••• ,,,,.,,,..,. I 2 ' 3 ' DATE PLOTTED => 27-AUG-2008 cu 12332 EA OGOl30 X C, w >-"' "' > C, w w "' V, w > 1-w <( "' C, ~ <( 0 ' O>->-W<D <D ,... C, «w c, 5~ ~ u~ u ...,,,, w <(W :C C)C, u ffi <> <( ,.;-~ V> w "' C X X " ,... u w ~ 0 "' 0. <( u ,... z w w ...J w <( X u GENERAL ROAD WORK MISCELLANEOUS ■ ■ ■ ■ ■ ■ ■ ■ D D D ■ ■ D ::J D ■ A1 OA Acronyms and Abbreviations (A-L) A10B Acronyms and Abbreviations {M-Z) A10C Symbols (Sheei" 1 of 2) A10D Symbols (Sheei" 2 of 2) A20A Pavement Markers and Traff c Lines, Lines, Lines, Lines, Typical Typical Typical Typical De-to Is Deta ts OeTa Is De-ta ts A20B Pavement Markers and Traff c A20C Pavement Markers and Traff c A20D Pavement Markers and Traff c A24A Pavement Markings-Arrows A24B Pavement Markings-Arrows A24C Pavement Markings-Symbols and Numerals A240 Pavement Markings-Words A24E Pavement Markings-Words and Crosswalks A40A Rumble Strip Details-Ro! led-In Indent-at ions A40B Rumble STrip Detai Is-Ground-In Indentations A62A Excavation and Backfill-Miscellaneous De-tails A62B Limits of Payment for Excavation and Backfi 11 Bridge D C C ■ ■ C C ■ ■ ■ D ■ ■ D D C □ ■ ■ D D D D ■ ■ ■ ■ ■ A62C A62D A62DA A62E A62F A63A A63B A73A A73B A73C RSP A74 A76A A76B A76C A76D A76E A76F A76G A76H A76l A76J A76K A76L A77A1 A77A2 A77B1 A77C1 A77C2 ■ A77C3 ■ A77C4 C NSP A77C5 C NSP A77C6 D NSP A77C7 D NSP A77C8 D NSP A77C9 C NSP A77C10 ■ A77E1 ■ A77E2 ■ A77E3 D A77E4 □ A77E5 D A77E6 ■ A 77F1 ■ A77F2 ■ A77F3 D A77F4 0 A77F5 -Surcharge and Wal r Limits of Payment for Excavation and Backfill-Bridge Excavation and Backfill-Concrete Pipe Culverts Excavation and Bock.fi 11-Concrete Pipe Culverts Excavation and Backfi 11-CasT-In-Ploce Reinforced Concrete Box and Arch Culverts Excavation and Backfill-Metal and Plas·Hc Culverts Portable Concrete Barrier (Type 60K) Portable Concrete Barrier (Type 60K) Object Markers Markers Del ineators, Channelizers and Barricades Survey Monuments Concrete Barrier Type 60 Concrete Barrier Type 60 Concrete Barrier Type GOE Concrete Barrier Type GOG Concrete Barrier Type GOG Concrete Barrier Type GOG£ Concrete Barrier Type 60S Concrete Barrier Type GOS Concre-te Barrier Type GOSE Concrete Barrier Type-Wild I ife Passage Way (Type S) Concrete Barrier Type-Wi !di ife Passage Woy (Type M) Concrete Barrier Type-Wildlife Passage Way (Tyl?e L) Metal Beam Guard Railing-S-tandard Roiling Section (Wood PosT wii"h Wood Block) Metal Beam Guard Railing-Standard Railing SecTion {Steel Pos-t with Notched Wood or Notched Plastic Block} Metal Beam Guard Railing-Standard Hardware Metal Beam Guard Roi I ing-Wood Post and Block Detai Is Metal Beam Guard Railing Steel Post, NoTched Wood Block and Notched Plastic Block Details Metal Beam Guard Railing-Typical Line Pos-t Embedment and Hinge Point Offset Details Metal Beam Guard Railing-Typical Railing Delineation and Dike Postioning Details Metal Beam Guard Roi I ing-Typical Vege-ta-tion Control Standard Roi I ing Section Metal Beam Guard Railing-Typical Vegetation Con-trol for Terminal System End Treatments Metal Beam Guard Railing-Typical Vegetation Control at Structure Approach and Departure Metal Beam Guard Roiling-Typical Vegetation Cont-rol at Fixed Object Metal Beam Guard Roi I ing-Typical Vegetation Control at Fixed Objec-t Metal Beam Guard Roi I ing-Typical Vegeta-tion Control at Fixed Object Metal Beam Guard Rail -Typical Layouts for Embankments Metal Beam Guard Roi I -Typical LayouTs for EmbankmenTs Metal Beam Guard Roi I -Typical LayouTs for Embankmen+s Metal Beam Guard Rail -Typical Layouts for Embankments Metal Beam Guard Rail -Typical Layouts for Embankmen-ts Metal Beam Guard Roi I -Typical Layouts for Embankments Metal Beam Guard Railing-Typical LayouTs for Structure Approach MeTal Beam Guard Railing-Typical Layouts for Structure Approach and Between Structures Metal Beam Guard Roi I ing-Typical Layouts for Structure Approach MeTol Beam Guard Railing-Typical Layouts for Structure Departure Metal Beam Guard Railing-Typical Layouts for Structure Departure I D A77G1 D A77G2 D A77G3 D A77G4 □ A77G5 CJ A 77G6 0 A77G7 D A77G8 ■ A77H1 ■ A77H2 ■ A77H3 ■ A7711 ■ A7712 ■ A77J1 ■ A77J2 □ A77J3 □ A77J4 D A77K1 ::J A77K2 D A77L1 □ A77L2 D A77L3 ■ A77L4 C A 77L5 □ A78A □ A78A □ A78C1 D A78C2 □ NSP A78C3 D NSP A78C4 D NSP A78C5 D NSP A78C6 □ A78D1 □ A78D2 D A78E1 D A78E2 D A78E3 C A78F1 C A78F2 □ A78G □ A78H C A78l D A78J C A78K ■ A81A D A81B C A81C D A82A1 C A8281 0 A82C1 D A82C2 f.J A82C3 □ A8201 □ RSP A82D2 0 A82D3 ::J A82D4 ■ A85 D A86 CJ RSP A87A ■ A87B 0 RSP ABBA D RSP A888 Metal Beam Guard Railing-Typical Layouts for Fixed Ojects Be-tween Separate Roadbeds (Two-Way Traffic} MeTol Beam Guard Railing-Typical Layouts far Fixed Ojects Between Separate Roadbeds {One Woy Traffic} Metal Beam Guard Railing-Typical Layouts for Roadside Fixed ObjecTs Metal Beam Guard Railing-Typical Layouts for Roadside Fixed Objects Metal Beam Guard Railing-Typical Layouts for Roadside Fixed Objects Metal Beam Guard Railing-Typical Layouts for Roadside Fixed Objects Metal Beam Guard Railing-Typical Layouts for Roadside Fixed Objects MeTal Beam Guard Railing-Typical Layouts for Roadside Fixed Objects Metal Rafi ing End Anchor Assembly {Type SFT) MeTol Railing Rail Tensioning Assembly Me-ta/ Roi I ing Anchor Cable and Anchor Plate Metal Roi I ing End Anchor Assembly (Type CA) Metal Beam Guard Roiling-Buried Post End Anchor Metal Beam Guard Railing Connections to Bridge Railings without Sidewalks Details Na.1 Metal Beam Guard Railing Connections to Bridge Railings without Sidewalks Details No.2 Metal Beam Guard Railing Connections to Abutments and Walls Metal Beam Guard Railing Transition Railing (Type WB) Metal Beam Guard Railing Connections to Bridge Ra711ngs with Sidewalks DeToils No.1 Metal Beam Guard Railing Connections to Bridge Railings wi-th Sidewalks Details No.2 Metal Beam Roi I ing Terminal System (Type SRT) Metal Beam Roi I ing Terminal System (Type SKT) Metal Beam Railing Terminal System (Type ET) Met-al Beam Roi I ing Terminal Sys+em {Type CAT) MeTal Beam Railing Terminal System (Type FLEAT) Thrie Beam Barrier Standard Barrier Roiling Section (Wood Post with Wood Block) Thrie Beam Barrier Standard Barrier Railing Section (S-teel Post with Notched Wood Block or Notched Plastic Block) Thrie Beam Barrier-Standard Hardware Thrie Beam Barrier Post and Block Det-ails Single Thrie Beam Barrier-Typical Vegetation Control Si"andord Barrier Roi I ing Section Double Thrie Beam Barrier-Typical VegeTation Control STandard Barrier Railing Section Thrie Beam Barrier-Typical Vegetation Control at Fixed Objects in Median Thrie Beam Barrier-Typical Vegetation Control aT S-tructure Approach Thrie Beam Barrier at Fixed Objects in Median Double Thrie Beam Barrier on Bridge Single Thrie Beam Barrier--End Anchor Assembly and Terminal SysTem End Treat-ment Double Thrie Beam Barrier -Emergency Passageway and End Anchor Assembly Details Double Thrie Beam Barrier -Crash Cushion End Tr-eotment Double Thrie Beam Barrier Connection to Bridge Railings without Sidewalks Single Thrie Beam Barrier Connection to Bridge Railings without Sidewalks Thrie Beam Bar1ier Connections to Abutments and Wal Is Thrie Beam Barrier -Typical Layout far Connection to Bridge Roi I ing Thrie Beam Barrier Connections to Concrete Bar-rier- Thrie Beam Barrier Transition Railing {Type STB) Thrie Beam Barrier Transition Railing {Type OTB) Crash Cushion, Sand Filled (Unidirectional) Crash Cushion, Sand Fi i led (Unidirectional) Crash Cushion, Sand Filled (Bidirectional) Crash Cushion (Type CAT) Crash Cushion (Type ADIEM) Crash Cushion {Type 9CBB) Crash Cushion {Type 9CBB)-Backup Block Details Crash Cushion (Type 9CBB)-Concrete Barrier TransiTion Details Crash Cushion (Type 9SCBS) Crash Cushion {Type 9SCBS)-Connection to Concrete Barrier Crash Cushion (Type 9SCBS)-AI ignment Offset Detoi Is Crash Cushion (Type 62B060} Chain Link Fence Barbed Wire And Wire Mesh Fences Curbs and Driveways Asphalt Concrete Dikes Curb Ramp Details Curb Ramp and Island Passageway Details FOR REDUCED PLANS 0 2 ' I ' ' □ RSP A90A C RSP A908 PAVEMENTS C RSP P1 D RSP P2 □ NSP P3 D RSP P7 ::J RSP PS CJ RSP P10 □ RSP P12 □ RSP P17 D RSP P18 D RSP P20 D P30 C NSP P33 C P35 C P45 D P46 ■ P70 OJSl COUNTY 1-2 Ora ROUTE 73 I 1s.0I11.4 I 7 1288 19.7/23.0 To accompany plans dated ____ _ Accessible Parking-Off-Street Accessilbe Parking-On-Street Joined Plain Concrete Pavement Joined Plain Concrete Pavemen-t-Widen Slab Detai I Joined Plain Concrete Pavement-Nondoweled Shoulder Addition/Reconstruction Dowel Bar ReTrofit(Existing Jointed Plain Concrete Pavement) Jointed Plain Concrete Pavement-Individual Slab Replacement Concrete Pavement-Dowel Bar Detoi Is Concrete Pavement-Dowel Bar Bosket Details Concrete Pavement-Tie Bar Basket Details Concrete Pavement-Lane Schematics and Isolation Joint Detai I ConcreTe Pavement-Joint Detai Is Concrete Pavement-End Panel Pavement Transitions Concrete Pavement-Lane Dtop Paving Details Concrei"e Pavement-Ramp Gore Area Paving Details Concrete Pavement-Dr-ainoge Inlet Details No. 1 Concrete Pavement-Drainage [nlet Details No. 2 Asphalt Concre-te Paving (Longitudinal Tapered Notched Wedge Joint) CRIB WALLS C C7A C C7B D C7C □ C7D □ C7E D C7F D C7G D CBA D C8B D C8C CJ C9A C C98 DRAINAGE D D72 ■ D73 C D74A D D748 ■ D74C ■ D75A □ D758 ■ D75C ■ D77A ::J D778 C 077C □ D78A D D788 ■ RSP D78C D D79 D D80 □ D81 □ D82 D D84 D D85 D D86A W D868 C D86C D D87A D D878 D D87C ■ D87D D D88 C D88A Reinforced Concrei"e Crib Wall-Battered Wall-Types A,B and C Reinforced concrete Crib Wal I-Bat-tered Wat I-Types D,E and F Reinforced Concrete Cr-ib Wall-Vertical Wall-Types A,B and C Reinforced Concrete Crib Wall-Vertical Wall-Types D,E and F Reinforced Concrete Crib Wal!-Types A,B,C,D,E, and F- Header and Stretcher Detai Is Design Dato for Reinforced Concrete Crib Wal!- Foundation Pressure-BaTtered Wal I Reinforced Concrete Crib Wal I-Foundation Pressure- Vertical Wall s+eel Crib Woll Construction Details Steel Crib Wal I Design Data STee! Crib Wall Design Data Timber Crib Wall-Types A,8,C and D Timber Crib Wal \-Types A,B,C and D-Design Data Drainage Inlets Drainage Inlets Drainage Inlets Drainage Inlets Drainage Inlet Details Pipe Infets Pipe Inlets Pipe Inlets Gra-te Details Bicycle Proof Grate Details AlternaTive Hinged Cover for Type OL and OS InleTs and Trash Rock for Type OCP Inlet Gutter Depressions Inlet Depressions-Portland Cement Concrete Shoulders Inlet Depressions-Asphalt Concrete Shoulders Precasi" Reinforced Concrete Pipe-Direct Design Method Cast-In-Place Reinforced Concre-te Single Box Culvert Cast-In-Place Reinforced Concrete Double Box Culvert Cost-In-Place Reinfor-ced Concrete Box Culvert Miscel taneous De-tai Is Box CuJver-t Wingwalls-Types A,B and C Box Culvert Wingwa!ls-Types Dand E Box Culvert Warped Wingwal Is Pipe Culvert Heodwal ls, EndwaJ ls and Warped Wingwa! Is Arch Culvert Headwalls, Endwalls and Warped Wingwal!s Corrugated MeTol Pipe Downdrain Details Plas-tic Pipe Downdrain Details Cable Anchorage System Overside Drains Construction Loads on Culverts Strut Details for Structural STeel Plate Pipes, Arches, and Vehicular Undercrossings SHEET 1 OF 3 ST ANDA RD PLANS LIST I cu 12332 I EA OGOl30 I- X x- X X D w >-V, ro > D w w a: V, w > f-w <( a: D w f-<( D ' D>->-wm ro >-o D <(w --'z w aQ " u --'"' w <(W I uo u a: ~ w 0.. " <( <n z ., w " 0: C, f-z u w w , w 0 a: n. -' w <( <( u I I-u -::> "' ~ :: .... -0 0 w .... -.. -.. .... "' Co,"' ...... ~ □ D89 □ D90 □ D93A 0 D93B 0 D93C D D94A D D948 □ D97A □ D97B D D97C D D97D D D97E D D97F D D97G D D97H □ D9BA 0 D98B □ D9BC ■ D99A ■ D99B ■ D99C ■ D99D □ D100A CJ D100B CJ D102 HIGHWAY 0 Hl D HZ 0 H3 □ H4 □ HS □ H6 □ H7 □ HB □ H9 0 H10 EROSION Pipe Headwo! Is Pipe Culvert Headwalls, Endwalls and Wingwalls-Types A,B and C Pipe Riser Connec-tions Drainage Inlet Riser Connections Pipe Riser wi+h Debris Rack Cage Metal and Plastic Flared End Sections Concrete Flared End Sections Corrugated Metal Pipe Coupling Detai Is No. 1-Annular Coup I ing Band Bar and Strap and Angle Connectors CorrugaTed Metal Pipe Coupling Details No. 2-Hot Band Coupler and Flange Detai Is Corrugated Metal Pipe Coupling Details No. 3-Helical and Universal Couplers Corrugated Metal Pipe Coupling Details No. 4-Hugger Coupling Bands Corrugated Metal Pipe Coupling De+ails No. 5-Standard Joint CorrugaTed MeTal Pipe Coupling De-tails No. 6-Positive Joint Corrugated Me-tal Pipe Coupling Details No. 7-Positive Joints and Downdroins Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe Standard and Positive Joints Slo-tted CorrugaTed Steel Pipe Drain Detoi Is Slot-ted Corruga-ted Steel Pipe Drain De-tai Is SloTted Corruga-ted St-eel Pipe Drain De-tai Is S-tructural Section Drainage System De+ai Is Edge Drain Out!eT and Ven+ Details Edge Drain Cleanout and Vent Details Cross Drain Interceptor Detai Is Gabi on Basket Detai Is No.1 Gabi on Baske-t De-ta i Is No. 2 Underdra ins PLANTING Plan-ting and Irrigation-Abbreviations Plan-ting and Irriga-tion-Symbols P!ant-ing and Irri ga-tion-De-toils Planting and Irrigo-tion-De-toils Pion-ting and Irriga-tion-Detai Is Plan-ting and Irrigation-Detoi Is Plan-ting and Irriga-tion-Detai Is Plan-ting and Irrigation-De-toils PlanTing and Irrigation-Detai Is Irrigation Con-trol ler Enclosure Cobine-t CONTROL □ NSP H51 Erosion Con-trot Details (Fiber Roi I} TEMPORARY FACILITIES ■ T1 A D T1B ■ T2 ■ T3 D T4 D TS □ RSP T7 ■ RSP T10 ■ RSP T10A □ RSP T11 D RSP T12 D RSP T13 ■ RSP T14 D RSP T15 □ RSP T16 □ RSP T17 ■ T5i ■ T52 ■ T53 ■ T54 ■ T55 ■ T56 ■ T57 Filled Fil led Fil led Temporary Crash Cushion, Sand Temporary Crash Cushion, Sand Temporary Crash Cushion, Sand Temporary Railing (Type K} Temporary Traffic Screen Temporary Terminal Sec-tion (Type K) (Unidirect-iona!) (Bidirec-tional) (Shoulder Instal lotions) Construction Projec-t Funding Iden-tifica-tion Signs Traffic Control Sys-tern for Lane Closure on Freeways and Expressways Traffic Con-trol SysTem for Lone and Complete Closures on Freeways and Expressways Traffic Control System for Lane Closure on Multi lane Conven-tional Highways Traffic Control System for Lane Closure on Multilane Conventional Highways Traffic Con-trol Sys-tern for Lane Closure on Two Lane Conven-tional Highways Traffic Contra I System for Ramp CI osures Traffic Cor:,,-trol Sys-tern for Moving Lane Closure on Mui-ti lone Highways Traffic Control System for Moving Lane Closure on Mu 1-t i lone Hi ghwoys Traffic Control Sys-tern for Moving Lane Closure on Two Lane Highways Temporary Water PolluTion Con-trol Details (Temporary Si It Fence) Temporary Wa-ter Pollution Control Details (Temporary S-traw Bale Barrier) Temporary Water Pollu-tion Control Details (Temporary Cover) Temporary Wa-ter Pollution Control Detalls {Temporary Erosion Control Blanket) Temporary Water Pollution Control Details (Temporary Erosion Con-trol B(anket-) Temporary Wat-er Pollu-tion Con-trol Details (Temporary Fiber Roi I) Temporary Water Pollution Control Details (Temporary Check Dom) 2FAO.C24Jl STANOAR0.2i:t.. PLNSHT !REV. J/'KII l ■ T58 ■ T59 BRIDGE ■ B0-1 ■ 80-3 ■ B0-5 ■ B0-13 0 B2-3 D B2-5 D B2-8 D B2-9 D 82-10 D B2-11 D B3-1 D B3-2 0 B3-3 C B3-4 □ B3-5 C 83-6 □ 83-7 □ B3-8 D B3-9 □ 83-11 D 86-1 □ 86-10 ■ RSP B6-21 ■ B7-1 □ B7-5 □ 87-6 □ B7-7 □ 87-8 D B7-10 D B7-11 ■ RSP BB-5 □ B11-7 D B11-47 0 B11-51 D B11-52 D B11-53 D B11-54 ■ B11-55 D B11-56 □ B11-57 □ B11-60 D B11-61 □ B11-62 D B11-63 0 B11-64 C B11-65 -RSP 811-66 ~ D RSP 811-67 -B11-68 -2 B11-69 C RSP 811-70 C B14-1 D B14-3 D B14-4 0 B14-5 D B15-1 0 B15-2 □ 815-3 CJ B15-4 CJ B15-5 -RSP 815-6 '--' 0 B15-7 0 B15-8 CJ B15-9 2 B15-10 -815-11 ~ -B15-12 -:J B15-13 -B15-14 ~' [' 815-15 ROADWAY ■ RS1 ■ RS2 □ RS3 Temporary Wa-ter Pollution Con-trol Detai Is (Temporary Construction Entrance) Temporary Water Pollution Con-trol Details {Temporary Concre-te Washou-t Foci l i-ty) Bridge De-tai Is Bridge Detoi Is Bridge De-toils Bridge De-tails 16" and 24" Cas-t-In-Drilled-Hole Concret-e Pile Pile De-tails-Class 400 and Class 625 Pile De-tails-Closs 900 Load Test Pile De-tails {1) Load Tes-t Pi le De-tails (2) Load Test Pi le Detai Is (3) Retaining Wal I T:ype 1-H=4' Through 30' Retaining Wal I T:ype 1-H=30' Through 36' mm Re-taining Woll-Type 1A Retaining Wal I-Type 2 Counterfort Retaining Wall-Type 3 Counterfor-t Re-taining Wal I-Type 4 Re-taining Wall-Type 5 Retaining Wal I DeTai Is No. 1 Re-taining Wal I Detai Is No. 2 Retaining Wal I Type 6-6'-0" Maximum T-Beom Details Utility Openings, T-Beam Joint Seals (Maximum Movement Ra-ting = 2") Box Girder De-ta i Is Deck Drains Deck Drains-Type D-1 and D-2 Deck Drains-Type 0-3 Deck Drainage De-tai Is U-tili-ty Opening-Box Girder Utility De-tails Cast-In-Place Pres-tressed Girder DeTails Chain Link Railing Coble Railing Tubular Hand Roi I ing Chain Link Roi I ing Type 7 Concrete Barrier Type 25 Concrete Barrier Type 26 Concre-te Barrier Type 732 Concrete Barrier Type 736 Concre-te Barrier Type 742 Concrete Barrier Type 80 (Sheet 1 of 2) Concre-te Barrier Type 80 (Shee-t 2 of 2) Concrete Barrier Type BOSW (Sheet 1 of 3) Concrete Barrier Type 80SW (Shee-t 2 of 3) Concre-te Barrier Type BOSW (Sheet 3 of 3) Cal ifornio ST-30 Bridge Roi I California ST-40 Bridge Rail (Sheet 1 of 2) California ST-40 Bridge Rail (Sheet 2 of 2) Cal ifornio ST-10 Bridge Roi! (Sheet 1 of 3) California ST-1 o Bridge Roi I {Sheet 2 of 3) Cal ifornio ST-10 Bridge Roi I (Shee-t 3 of 3) Structural Steel Plate Vehicular Undercrossing Communica-tion and Sprinkler Control Conduit (Conduit less than 4" Water Supply Line (Bridge) (Pipe less than 4") Water Supply Line (Details) (Pipe less -than 4") Soundwal ! Masonry Block on Footing DeTai J (1) Soundwal I Masonry Block on Footing De-tail (2) Soundwal I Masonry Block on Pile Cap Detail (1} Soundwall Masonry Block on Pile Cap De-toil (2) Soundwal I Masonry Block on Pile Cap De-tail (3) Soundwal I Masonry Block on Type 736S/SV Barrier Deta Is (1) Soundwol I Masonry Block on Type 736S/Sv Barrier Deta Is (2) Soundwal l Masonry Block on Type 736S/Sv Barrier De-ta Is (3) Soundwall Masonry Block Miscellaneous Details Soundwal I Masonry Block on Footing or Pl le Cap 5.00' Access Gate OeToi J (1) Soundwal I Masonry Block on Foo-ting or Pi le Cop 5.00' Access Ga-te Oetai ! (2) Soundwall Masonry Block on Barrier 5.DO'Access Gate Detail (1) Soundwal I Masonry Block on Barrier 5.00' Access Ga-te Oetai I {2) Soundwal I Masonry Block Access Gate Locking Details Soundwal I Masonry Block on T:jpe 736S/SV Barrier on Pi le Foo-ting for Spanning U-t1 ! i-ties SIGNS Roadside Signs, Typical Installation De-tails No. 1 Roadside Signs, Wood Post, Typical Ins-to/lotion Details No. 2 Roadside Signs, Laminated Wood Box Post, Typical Installation Detai Is No. 3 FOR REDUCED PLANS 0 2 I 3 I I no,,,,,._,.., <:t"At.,. ><: ,~, ,...,...,.,.., I lotST COUNTY ! 12 Ora ROUTE 73 ,s.0111 .4 I a i 200 19. 7/23.0 To accompany plans doted _____ _ ■ RS4 Roadside Signs, Typical Installation Details No. 4 OVERHEAD SIGNS □ □ □ -- CJ D ~ - □ □ □ 0 0 □ □ □ □ □ □ □ □ □ □ D □ [' [' 2 0 - □ □ □ □ □ □ □ D --D D □ -- [' □ OVERHEAD SIGNS-TRUSS RSP S1 RSP S2 RSP S3 RSP S4 S5 RSP S6 RSP S7 RSP SB RSP S9 RSP S10 RSP S11 RSP S12 RSP S13 RSP S1 4 RSP S15 RSP S16 RSP S17 RSP S17A RSP S18 RSP S19 RSP S20 S21 RSP S22 RSP S30 RSP S31 RSP S32 R5P S33 RSP S34 RSP S35 RSP S36 RSP S37 RSP S41 RSP S42 RSP S43 R5P S44 RSP S45 546 S47 RSP S48 S49 S81 S82 S83 S84 Overhead Signs-Truss, Instruc-tions and Examples overhead Signs-Truss, Single PosT Type, Post-Types 11 thru V1 i Overhead Signs-Truss, Two Pos-t Type, Post Types 1-S thru V11-S Overhead Signs-Truss, Single Post-Type, S-tructurol Frame Members Overhead Signs-Truss, Two Post Type, S-truc-turol Frame Members Oet-oi ls No.2 Overhead Signs-Truss, Gusset Pla-te Details Overhead Signs-Truss, Single Post Type-Square Pedestal Foundation Overhead Signs-Truss, Single Pos-t Type-Round Pedestal Foundation Overhead Signs-Truss, Two Pos-t Types 1-s Thru VII-S Overhead Signs-Truss, Two Post Type-Base Plate and Anchorage Details Overhead Signs-Truss, Two Pos-t Type-structural Frame Members Overhead Signs-Truss,S-tructural Frame Dei"ai Is Overhead Signs-Truss,Frome Juncture Oe-toi !s Overhead Signs-Truss,Two Post Type-Squore Pedestal Foundation Overhead Signs-Truss,Two Post Type-Round Pedestal Foundation Overhead Signs-Walkway Details No.1 Overhead Signs-Walkway Oet-oi ts No.2 Overhead Signs-Walkway De-tai Is No.3 Overhead Signs-Walkway Safety Railing De-toils Overhead Signs-Truss,Sign Mount-ing Details- Laminated Panel-Type A Overhead Signs-Steel Frames-Removable Sign Panel Frames Overhead Signs-Removable Sign Panel Frames Mounting De-tai Is Overhead Signs-Truss,Removable Sign Panel Frames 110" and 120" Sign Panels Overhead Signs-Tubular,Ins-tructions and Examples Overhead Signs-Tubular,Single Post Type- Layout and Pipe Selec-tion Overhead Signs-Tubular,Two Post Type- Layout and Pipe Selection Overhead Signs-Tubular,Structural Frame-Details No.1 Overhead Signs-Tubular,S-tructur-al Frame-De-tails No.2 Overhead Signs-Tubular,Single and Two Post Type- Base Plate and Anchorage De-tai Is Overhead Signs-Tubular,Single and Two Post Type- Square Pedes-tal Pile Founda-tion Overhead Signs-Tubular,Sin9te and Two Pos-t Type- Round Pedes-tal Pile Foundation Overhead Signs-Lightweight Balanced-Single Steel Post Connection and Mounting De-tai Is Overhead Signs-Lightweight Balanced-Single Steel Post Details Overhead Signs-Ligh-tweight,Type A,Connection Details Overhead Signs-Lightwelgh-t, Type B,Connec-tion Detai Is Overhead Signs-Lightweight-, Type C,Connection De+oi Is Overhead SiQns-Lightweight,Sign Panel Mounting Details, Laminated Panel-Type A Overhead Signs-Lightweight,Light FixTure Moun-ting Detai Is Overhead Signs-Lightweigh-t Pas+ Detoi Is Overhead Signs-Lightweight Founda-tion De-tai Is Overhead Laminated Sign-Single or Multiple Panel, Type A (1" Thick) Roadside Lamina-ted Sign-Single or Multiple Panel, Type B (1" Thick) Roadside Laminated Sign-Single or Multiple Panel, Type B (2.5" Thick) Roadside Laminated Sign-Single or MulTiple Panel, Type H (2.5"Thick) SHEET 2 OF 3 ST AND ARD PLANS LIST I cu 12332 I EA OGOl30 X X X >-"' 0 w "' ~ a: w ... .. 0 ' 0 w "' > w a: w ... .. 0 O>->-W<D <D >-o ""w o --'z w aQ ~ --'"' w «W I "0 " ... '-' w , 0 a: .. .. " ... w a.. V> w °' 0 z w w _, w .. a: u □ S85 D S86 □ RSP S87 D S88 D S89 D S90 0 S91 0 S92 CJ S93 D S94 C S95 D RSP S101 D RSP S102 C RSP S103 0 S104 D RSP S105 □ RSP S106 0 RSP 5107 o S108 D RSP S109 0 RSP 5110 □ RSP S111 D S112 U RSP 5113 □ RSP S114 D S115 0 RSP S116 0 RSP S120 ::J RSP S121 0 RSP S122 D S123 □ RSP S124 □ RSP S1 25 0 RSP S126 □ S127 D R5P S1 28 D RSP S1 29 C RSP 51 30 D S131 0 RSP 5132 □ RSP S1 33 0 S134 □ RSP S135 Seam Closure, "H" Sec-Hon Extrusion and Post Spacing Tables, Multi-Horizontal Laminated Panel Aluminum Signs Laminat-ed Panel Details-Ex-tr-usions for Type A,B and H Panels Type A-1 Mounting Hardware-Overhead Laminated Type A Pone!, Truss and Lightweight Sign Structures Type A-2 Mounting Hardware-Overhead LaminaTed Type A Panel, Box Beam Closed Truss, Bridge Mount-ed and Tubular Sign Structures Roadside Formed Single Sheet Aluminum Panel Channel and Bolt Hole Location, overhead Formed Sign Panel Overhead Formed Sign Panel, Type A-3 Moun-ting Hardware Overhead Formed Sign Panel Framing De-toils for Framed Single Shee-t Aluminum Signs, Rectangular Shope Roadside Single Sheet Aluminum Signs, Rectangular Shaped Roadside Single Sheet Aluminum Signs, Diamond Shaped Overhead Sign-Truss,Single PosT Type,Layout Unbalanced Butterfly Changeable Message Signs,Model 500 Overhead Sign-Truss,Single Post Type,Struc-tural Frame Details, Unbalanced Butterfly Changeable Message Signs,Model 500 Overhead Sign-Truss,Single Post Type,Ptan and Upper Bol-t Detoi!s,Unbalanced Butter-fly Changeable Message Signs, Mode! 500 Overhead Sign-Truss,Single Post Type,Frame JuncTure Details, Unbalanced Butterfly Changeable Message Slgns,Model 500 Overhead Sign-Truss,.Single Post Type,Layout, Balanced BuTterfly Changeable Message Signs,Mode! 500 Overhead Sign-Truss,Single Post Type,Structurol Frame Details, Balanced Butterfly Changeable Message Signs,Mode! 500 Overhead Sign-Truss,Single Post Type,Plon and Upper Bo!T Details,Bolanced BuTterfJy Changeable Message S1gns,Mode! 500 Overhead Sign-Tr-uss,Single Post Type,Frome Junc-ture Details, Balanced Butterfly Changeable Message Signs,Model 500 Overhead Sign-Truss,Sing!e Post-Type,Layout, Ful I CanTilever Changeable Message Signs,Model 500 Overhead Sign-Truss,Slngle Post Type,Structural Frame Details, Ful I Cantilever Changeable Message Signs,Model 500 Overhead Sign-Truss,Sing!e PosT Type,Plan and Upper Bolt Details,Ful I Conti lever Changeable Message Signs,Model 500 overhead Sign-Truss,Sing!e Post Type,Juncture De-tails, Full Cantilever Changeable Message Signs,Model 500 Overhead Sign-Truss,Single Pos-t Type,Mounting De-tails, Changeable Message Signs,Model 500 Overhead Sign-Truss,Sing!e Post Type,Wolkway De-tails, Changeable Message Signs,Model 500 Overhead Sign-Truss,Sing!e Post Type,Anchorage and Bose Plate Oetails,Changeable Message Signs,Model 500 Overhead Sign-Truss,Sing!e Post Type, Foundation and Miscellaneous, Detoiis,Changeable Message Signs,Model 500 Overhead Sign-Truss,Single Post Type,Layout, Unbalanced Changeable Message Signs,Model 510 Overhead Sign-Truss,Single Post Type,Structural Frame Details, Unbalanced Butterfly Changeable Message Signs,Model 51 O Overhead Sign-Truss,Sing!e Post Type,Plan and Upper Bolt Oetails,Unbalonced Butterfly Changeable Message Signs, Model 510 Overhead Sign-Truss,Sing!e Post Type,Frame Juncture Details, Unbalanced Butterfly Changeable Message Signs,Model 510 Overhead Sign-Truss Single Post Type,Layout, Balanced Butterfly Changeable Message Signs,Model 510 Overhead Sign-Truss1 Single Post Type,Si-ructural Frame DeTails, Balanced Butter-fly ~hangeable Message Signs,Model 510 Overhead Sign-Truss,Single Post Type,Plane and Upper Bolt Details,Balanced Butterfly Changeable Message Signs,Mode! 510 Overhead Sign-Truss,Sing!e Post Type,Frame Juncture Details, Ba I anced BuTterf I y Changeab I e Message Signs ,Model 51 O Overhead Sign-Truss,Sing!e Post Type,Layout, Full Cant-ii ever Changeable Message Signs,Model 51 O Overhead Sign-Truss,Single Post Type,StrucTural Frame Details, Full Can-tilever Changeable Message Signs,Model 510 Overhead Sign-Truss,Single Post-Type,Plon and Upper Bal+ Detai!s,Ful ! Cantilever Changeable Message Signs,Mode! 510 Overhead Sign-Truss,Single Post Type,Frame Juncture Details, Ful I Cantilever Changeable Message Signs,Model 51 O Overhead Sign-Truss,Singte Post Type,Frame Juncture Details, Full CanTilever Changeable Message Signs,Model 510 Overhead Sign-Truss,Single Post Type,Walkway Details, Changeable Message Signs,Model 51 O Overhead Sign-Truss,Sing!e Post Type,Anchorage and Base Plate De-tails,Changeable Message Signs,Model 510 Overhead Sign-Truss,Single Post Type,Foundat-ion and Miscellaneous Detai ls,Changeable Message Slgns,Model 51 O ZF.IIO.C24.ll STANOARO.:zct. PLNSHT fREV. l/91JJ I 0 RSP S1 40 D RSP S141 D RSP S142 SIGNALS, ■ ES-1 A ■ ES-1 B ■ ES-1C 0 ES-2A 0 ES-28 0 ES-2C o ES-20 D ES-2E D ES-2F □ ES-2G 0 ES-3A D ES-3B D ES-3C D ES-3D □ ES-3E 0 ES-3F D ES-3G D ES-3H □ ES-4A D ES-48 D ES-4C 0 ES-40 D ES-4E ■ ES-SA ■ ES-5B ■ ES-50 D ES-6A D ES-68 D ES-6C D ES-6D C RSP ES-6E D ES-6F D ES-6G C ES-6H □ ES-6I D ES-6J D RSP ES-6K D RSP ES-7A D ES-78 □ RSP ES-7C D RSP ES-7D D RSP ES-7E D RSP ES-7F 0 RSP ES-7G D RSP ES-7H C ES-71 Overhead Sign-Truss,Single Post Type,Walkwoy Safety Roi I ing Details,Changeable Message Signs,Model 510 Overhead Sign-Truss,Single PosT Type,Safety Cable Anchorage Detal ls,Changeable Message Signs,Model 51 O Over-head Sign-Truss,Singte Post Type,Gusset Pla-te De-tai ls,Changeable Message Signs,Mode! 510 LIGHTING AND ELECTRICAL SYSTEMS Electrical Systems (Symbols and Abbreviations) Electrical Systems (Symbols and Abbreviations) Electrical Sys-terns (Symbols and Abbreviations) Elec-trical systems (Service Equipment) Electrical Systems (Service EquipmenT, Type II Series) Electrical Systems (Service Equipment No-tes, Type III Series) Electrical Systems (Service Equipment and Typical Wiring Diagram, Type III-A Series) ElecTrical Systems (Service Equipmen+ and Typical Wiring Diagram, Type III-B Series) Elec-trical Systems {Service Equipment and Typical Wiring Diagram, Type III-C Series) Electrical Systems (Service Equipment and Typical Wiring Diagram, Type III-D Series) Electrical Systems (Control I er Cabinet Detai Is) Electrical Systems (Control let Cobine+ Details) Electrical Systems (Controller Cabinet Details) ElecTrical Sys-terns (Telephone Demarcation Cabinet, Type A) Electrical Systems (Telephone Demarcation Cabinet-, Type 8) Elec+rical systems (Telephone Demarcation Cobine+, Type C) Elec-trical Systems (Telephone Demar-cation Cobine+, Type C Detai Is) Electrical Sys+ems {Irrigation Controller Enclosure CabineT) Electrical Systems (Signal Heads and Mountings) Electrical Systems (Signal Heads and Mountings) Electrical Systems {Signal Heads and Mountings) E!ec-trica! Systems (Signal Heads and Mountings) Electrical Systems (Signal Heads and Mountings) Electrical Systems (De+ec+ors) E!ect-rical Systems (De+ectors) Electrical Systems (Detectors) ElecTrical Systems (Lighting Standards Types 15 and 21) Electrical Systems (Lighting Standards Types 15 and 21, Barrier Roi! Mounted Details) Electrical Systems {Lighting Standards Types 15 and 21, Slip Base Insert} Electrical Systems (Ligh-ting Standards Types 15D and 21D, Double Arm) Electrical Systems {Lighting Standards Types 30 and 31) Electrical Systems (LighTing S-tandards Types 30 and 31, Base Plate Details} Electrical Sys+ems (Lighting Standards Types 32) Electrical Sys+ems (Lighting Standards Types 35 and 36-20A, 1 O Degree Type) Electrical Systems (Lighting Standards Types 35 and 36-20A, 1 O Degree Type) Electrical Systems (Lighting Standards-SO' to 160' High Mast Light Po I e Foundation Deta i Is) Electrical Systems (Lighting Standards Type 5 and Type 10 Overhead Sign Mounted) Electrical Sys-terns (Signal Standards Push Button Posts and Type 15TS Stondord) Electrical Systems (Signal and Lighting Standards-Type I Standards and Equipment Numbering) Electrical Systems (Signal and Lighting Standards Case J Arm Loading, Wind Velocity=lOO mph, Arm Length 15' to 30') Electrical Systems (Signal and LighTing Standards-Case 2 Arm Loading, Wind Velocity=100 mph, Arm Length 15' to 30') Electrical SysTems (Signal and Lighting Standards-Case 3 Arm Loading, Wind Ve!ocity=100 mph, Arm Length 1 5' to 45') Electrical Systems (Signal and Lighting Standards-Case 4 Arm Loading, Wind Velocity=1 00 mph, Arm Length 25' to 45') Electrical Systems (Signal and Lighting Standards-Case 5 Arm Loading, Wind Velocity=100 mph, Arm Length 50' to 55') Electrical Systems (Signal and Lighting Standards-Case 5 Arm Loading, Wind Velocity=100 mph, Arm Length 60' to 65') Electrical Systems (Signal and Lighting Standards-Type 33, Left Turn) FOR REDUCED PLANS 0 ' ' I r,0,,-,,.,.., c,...., c ,c ,u ,.,,...u,:-c-I D ES-7J D ES-7K D ES-7L 0 RSP ES-7M D ES-7N D ES-70 □ ES-7P D ES-8 □ ES-9A D ES-98 D ES-9C D ES-90 D ES-9E 0 ES-9F 0 ES-1 D □ ES-11 D ES-12A D ES-128 ■ ES-13A ■ ES-138 D ES-14A D ES-14B 0 RSP ES-14C 0 ES-15A o ES-15B C ES-15C C RSP ES-15D 0 RSP ES-16A D RSP ES-16B :J RSP ES-16C lo I srj COUNTY ROUTE I 12 I Oro 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 9 I 288 To accompany plans dated ____ _ Electrical Systems (Signal and Lighting Standards-Advanced Flashing Beacons) Elec-trica! Systems {Signal and Lighting and Electrical SysTems-Cantilever Flashing Beocon,Type 9,9A and 9B) Electrical Systems {Signal and Lighting and Electrical Systems-Cantilever Flashing Beacon,Type 9,9A and 9B) Electrical Systems (Signal and Ugh-ting Stondar-ds-Detai Is No.1) Electrical Sys-terns {Signal and Lighting Standards-Detai Is No.2) ElecTrical Systems (Sign II lumination-Interna! !y It I uminaTion Street Name Sign) ElecTrical Systems (Pedestrian Barricades) Elec-trical Systems {Pul I Box Details) Electrical Systems (Electrical Detai ls1Structure Instal lat ons} Elec-trical Systems (Electr-ical Details,Structure Instollat ons) Electrical Systems (Electrical Details1Structure Installa-t ons) EtecTricol Systems {Electr-ical Detai ls,Structure Instol lat ons) ElecTrical Systems (Electrical Detalts,Structure Installat ons) ElecTrical Systems {Flush Soffit Luminaire Modification Detai Is, Structure Insta! la+ions) Electrical Systems (Insorux Diagrams) Electrical Systems (Foundation Insta! lotions) Electrical Systems (Pedestrian Overcrossing Fluorescent LighTing Fixture) ElecTrlcal Systems (Pedestrian Overcrossing Fluorescent Lighting Fixture) Electtical Systems (Splicing Details) Electrical Systems (Wiring Details and Fuse Ratings) Elec+rical Systems (Extingquishable Message Sign, 1 O" Letter) Electrical Systems (Extingquishable Message Sign) Electrical Systems {Extingquishable Message Sign and Flashing Beacon) Electrical Systems (Si9,n II lumination Equipment) Electrical Systems {36' Flourescent Sign II lumination Equipment) Electrical Systems (Sign II lumination Equipment-) Electrical Systems (Lighting and Sign II lumination Control) Electrical Systems (Closed Circuit Television Pole Details) Electrical Systems (Closed Circuit Television Pole DeTai ls- Overhead Sign Mounted) Electrical Systems (Closed Circuit Tetevision-60' to 90' High MosT Pote, Foundation Details) SHEET 3 OF 3 ST AND ARD PLANS LIST I cu 12332 I EA OG0/30 - X >-., 0 w !Q > w a: w t--" 0 ' O>-Wal >--o ""w .Jz aQ .JV> <(W uo Ir w " <( z <( " >-u w .., 0 Ir n. " u >- 0 w V) > w a: w t--"" 0 >-., 0 w "' u w I u w a. V, w "' 0 z w w ..J w "" I u ::, SB SR-73 NB SR-73 690 D-10 L-10 U-10 E-10 2FA0.C24.□ STANDARD.2CL PLNSI-IT IREV. 1/90) "' 0 0 0 ~ z w .J "' D-12 L-12 E-12 o-4 L-4 E-4 D-5 L-5 E-5 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS ORIGINAL SCALE !S IN INCHES 0 2 3 DATE PLOTTED => 27-AUG-2008 TIME PLOTTED=> '6:·;9 D-21 L-21 E-21 USERNAME => n!okrori COUNTY ROUTE P0S1 MILl;.S TOTAL PROJECT Ora 73 15.0/17.4 19. 7 /23.0 REG I STEREO C 1 V l L ENG I NEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 Hl:.1:.1 IUIAL NO. SHEETS 10 288 TIB state of (:(1/lfornla or lls rff/C8fs or ageds stall not t,s rtJsf)MS]/:e for tm <JCCtJrOCf or GQ1¥J/demss d electnxic COf)(66 a ffis plan sieef. KEY MAP NO SCALE K-1 cu 12332 EA OGOl30 X X X >-m 0 w "' > w 0: w I-<( 0 '-O>-wa, 1-0 ""w --'z B!:! ...JV, <(W uo ~ w " <{ z <{ " I-u w ~ 0 ~ ~ <{ u I- I! ;:: C .. 0 w "' > w 0: w I- <( 0 >-m 0 w "' u w :c u "! a_ .;; w C: 0 z w w ...J w <( :c u ::, " .... Com leo "' .. "' C S "' ., 0 .. .. .... [j] OR i1J 11] I I IT] i I @] KxXXl [§:I [XX~ [I] r •· ·1 , . . ,. EXISTING Misc AC AREA 0 CURVE DATA □ STRUCTURAL SECTION TYPE SEE TYPICAL SECTIONS 6 .. BEGIN CONSTRUCTION .RTE 73 .. STA 688+00 688+00.00 RTE 73 66' Rf PAVEMENT WIDENING INSTALL AC DIKE (TYPE C) NOTES: 1, FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. ,..,,.,...,..,,.n.,.,.,..,,.,•on-.,,.. 0,..,.,..,,. '""" '"'"" No. G) @ @ <@ STATION CURVE DATA 688+00 R lJ. T L 688+50 3800' 33°46'01" 1153.33' 2239.51' 689+00 200' 166°11'51" 1652.42' 580.14' 689+50 3533. 79' 16°06'01" 499. 79' 993.00' 3432.88' 4°19'57" 129.85' 259,57' 690+00 690+50 691+00 691+50 692+00 692+50 693+00 693+66 694+00 694+50 695+00 695+50 696+00 696+50 697+00 697+50 698+00 698+50 699+00 699+50 700+00 4 INSTALL AC DIKE EXISTING PROPOSED ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 ' 2 ' 3 ' It, TO ~OFFSET 72.00' 71.53' 70.99' 70,38' 69.72' 68,99' 68.20' 67.34' 66.42' 65.44' 64.39' 62.92' 62.11' 60.88' 59.59' 58.23' 56.82' 55.34' 53.80' 52.20' 50.75' 49,44' 48.04' 46.57' 45.03' 695+00 /216 LF YPE C) OATE PLOTTED :c) 27-AUG-2006 6 w 3.00' 3.00' 3.00' 3.00' 3.00' 3,01' 3.81' 4,66' 5.58' 6.56' 7.56' 8.54/4.54' 5.16' 6.03' 6.86' 7,64' 8.39' 9,09' 9. 76' 10,37' 10. 75' 10,88' 10.98' 11.07' 11 .12' 7 Ora 73 15.0/17.4 19. 7/23,0 REGISTERED CfVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 TOTAL SHEETS 288 Tho SfahJ ,:f Co/lfortia or ff& officers or agerts s111lf nett» rosponslble for tt,, arx:uracy or complfJffifdS6 of tJ/8Clronlc ooples of tfis plan sle8f. 5L34' RT= • /RTE 73 STA·697+76.41 PCC MEETTXJSTING LANES 8 9 0 0 + w:c z (/) LAYOUT SCALE 1 "=50' L-1 cu 12332 EA OGDl30 X X >-., 0 w "' > w a: w I-< 0 ' O>-Wal I-C <w --'z aQ --'"' <W <)0 n: w " .. z .. ::, ,- 0 w ~ 0 "' .. .. 0 ,- ! C .. 0 w "' > w a: w I-< 0 >-al 0 w " '-' w r '-' w a'. vi w n: 0 z w ..; -' w < I u :::, .. .. . Oo .. tea .. "' .. CE"' .. 0 .. t-U C No. 0 0 0 + 0 ~o I,-.. _J I-<( WI-wv, ::i::w Vlz -W.J w Vl::,: u I- <( ::;c CURVE DATA STATION ct_ to 700+00 R t; T L 700+50 3800' 33°46'01" 1153,33' 2239.51' 701+00 701+50 702+00 702+50 703+00 703+55 r· /) + x~x__// STA END 73 701+98-;73 POC= 82+06-. 71 POT -INSTALL-342 LF AC-DIKE -(TYPE C) 705+00 3 4 j------ :\. -IEc 4 7 .67' RT- \ RTE 73 STA 703+39.45 POC "' I .. (;- Q_. ·q_ ~-". -Q; \PGR-8 701+95.92 POC= PGR 81+12.89 POT It. OFFSET 45.03' 43.44' 41 .96' 40.54' 39.17' 37 .87' 36.62' 35.01' 7 6 w 11. 12' 11. 12' 10.92' 10.55' 10.02' 9.34' 8.50' 7.74'/12.DO' fBK) EC= AHD.) 7 (i_ROUTE 73 8 9 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 ,.,..,,,..,., •, c,-•• .,. ,., ,., ,.,,..,...... I 3 ' ·9 2 5 @ 12:C.60' 1-:: \- L10' DATE PLOTTED => 27-AUG-2008 Tflll:" DtnTTC'n ~'\ '""~" 12 Or 73 1S.0/17.4 a 19.7/23.0 REG l STER ED CIVIL ENG !NEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 TM stale af Callfomla or Its atnCIJfs or agerts slrlll nd be resPIJ{l$[ble for fie OCl'.lUl"Dcy' or ~ d eledronlo cq:Jes cf' ffis plan s/m. 3 3 cu 12332 0 0 + ';:"' . r--_j <( ,__,-. t/lw.l w.l w.1::C ztll - EA OGOl30 ..Jw.J w.l :I:t/1 u ';;; ::. L-2 0 >-w V> "' > " w w oc V> w > ... w ., 0: 0 X w I-< " ' --1s+oo o>->-w" "' ... " "w 0 -'z w :, " ,, u_ u -'V> w <w I uo u w "' a: w 0 " < .,; 0-z + < w " o; Ill 0 C\J~ I-z I t--u w w -' ~ w <( 0 ~ "' 1-1-~ a. .., Wl/l w < .. w u I ::i::w I-u "' lllZ W-' w V)::I: u 5_ I- <( :::;; X ZFAOrC24.0 STANOAR0.2Ct. PLNSHT !REV. V90) 6 -- 1 o' 7- 7 73 716+00 • 7 9 9 CURVE DATA No. I R I f;. I T I L ®I 4000' I 17°53'13" / 629.49' / 1248. 75' --20+00-- -12-5+00 6 --- 720+00 2 725+00 6 7 DIS COUNTY ROUTE l"'U::SI MJLt.::, TOTAL PROJECT 12 Ora 73 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICAi SUITE 100 IRVINE, CA 9;,618 Htl:.1 IUIAL NO. SHEETS 13 288 Tie stato qt Cal!forria or ffs <Xf/o,rs or O!ltR'ts stall not be resJIO(ISlbl& for tlB ao:tJrQcy' or C0/1¥](t1lenfJs ff eleclrontc ooplos of !tis plan Sllet!t. -_ 730+00 9 2 0 0 + 0 ,..,.,. t--I -' <( 1-1- V)W w w::i:: Zlll ET0 1 721 +50-- 80' RT CL RTE 73 721 +50 -'W w :CV, ---•7••·•2•11 ~+~s_o---~2~·-=-=-=:=c-~---:+-----:----:---: - - - : - - ~ 4 ----~--"-=~--~,~-•-~1~~++~0~0~•-~-----'-'-"--= + " ~ - = = 1 : : ! Q ' . . - " * - ' - " = = - = = =8L--.c..c..;..c.c.._-'--c.; 9 ~-''--'----'--d~ _.RAMP 1::T"-J :::;; 4 0 - ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 DATE PLOTTED => 28-AUG-2008 TIME PLOTTED=> 12:09 USERNAME => ntok;-ori LAYOUT SCALE 1"=50' L-3 cu 12332 EA 0GOl30 X ' X X >-m D w !!l > w "' w >--< D ' o>-Wal ""c <w --'z aQ JU, -,;w UC "' w " .. z < " >--u w -, 0 « IL <t u ... ! C .. D w u, > w "' w >--< D >-al D w "' '-' w X u w D.. Vl w "' 0 z w w _J w <( z u ::,; "'"' m 0 O _, No. I R I ® I 4000· I at 730+16.47 \ 30+00. 0 0 + 0 "'"' I r-- ..J « ........ uJ\/l ........ "§i; w--' "':c \/l(.) I-« ~ CURVE DATA 6 I T I L 17°53'13" I 629.49' I 1248. 75' 735+00 F!GR-3. ·4 35+00 ---4 735+00 2 4 735+00 7 6 iROUTE 8 6 7 R .. AMP E:T:-1 ·9 740+00 44' LT CLRTE 73.740+48.44~ · SB RTL 740+4.8.44 2 9 74o+oo 44' -RT-·Cl--RTE .73 _ 740-i-4·8:A4·-·_;,- NB RTE 74DHB,44 a 740+48 _ 9 740+00 ..... -.. -.. .. .. .. C .. _, .. 0 .. ...... _x ___ x ______ ,_ ZFAOd:24,tl STANOAR0.2CL PLNSHT CREV. V901 x--x---x----,x---.. ,x--8.LVL._x -x-->,; ..._____x _____ x ________ x--->; -----,, ------,~ x-x -x-x-x---x- ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN INCHES ' DATE PLOTTED ==> 28~AUG-2008 T.IME PLOTTED=> 13:28 ·2 2 USE:RNAME => nlakrori COUNTY Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9,618 HEE TOTAL NO. SHEETS 14 288 T/J!J State of Callforria or Its offfws or ar,Mts stnfl rd b8 responlllble for tm aa:urw; or complderte6s of tlledronlc copies rf ttls plan &/8i. 3 745+00 4 @ - 4. LAYOUT SCALE 1 "=50' L-4 cu 12332 EA OGOl30 X X X 0 w >-"' "' > 0 w w a: "' w > t-w .. a: 0 w t-.. 0 ' O>->-wa, "' >-o 0 <w -'z w aQ "' <.> -' V, w <W " uo u w a: a. w C> .;; .. z .. w :, a: 0 t-z " w w , 0 w a: .. ..J w .. .. " I t-u ::, .. E .... -oo .. L .. -__ .. "" a: "' Ca,_, .. 0 .. .. .. ,c 0 0 + IJ1 ..,...,. J ,-.. - .J ,-.i :::JV> ::rw V>;z -W.J w v,::,: CJ 1-- <[ :::, - __ , 74s+oo No. ® @ @ CURVE DATA R A T L NB STATION NB-lil OFFSET 3986' 4000' 3000' 6-- 14°21'00" 14°20'59" 7°56'46" 1 O' 6 ff.ROUTE 73 7 N64 ° 45 'OO"W 501.78' 998.31' 503.54' 1001.81' 208.36' 416.06' --& -747+27:84 748+50 749+00 749+50 750+00 750+50 751+00 751+50 752+00 752+50 753+00 753+50 754+00 9 STA 748+33.00 NB RTE 73 Beg INSTALL AC OIKE ;(TYPE C) i / 5/i R()llTt 73 9 750+00 565LF- (TYPE C) 750+00 11 .98' 11 .43' 10.28' 8.53' 6.75' 5.18' 3.82' 2.67' 1. 72' 0.98' 0.45' 0.12' -8 -750+00 ,-------------x, BEGIN ET-1 (AHO) ,__.------------\ [4' RT ET-1 747+37. 73 (BK)= -~ \T-1 747=25.00 (AHO) LEFT I -1 w 11.98' 11 .43' 10.28' 8.54' 6. 76' 5.19' 3.82' 3.00' 3.00' 3.00' 3.00' 3.00' STA 751+39.62!i.NB RTE 73, 38.9' Lt ! INSTALL TERMINAL SYSTEM : (TYPE CAT) (Std A77L4) i STA 751+ 70.87 !i. NB RTE 73 i34.4' Lt .-{,peg .JNSTAU:--200-Ui.- ··f OOUBLE"·MGBR·--{S7d····A-7-!F.3--) 3 2 3 15'1 TAPER 2 3 ) , I \ RIW L,-x~x _ _,,,---,-x-x--,x I I ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 ' 2 ' ' ' STA 753+33.07 'i_ NB RTE 73 Beg REMOVE 100 LF MSGR (TYPE 2 FLARE) STA 754+14.77!i.NB RTE 73, 14.5' Lt /END INSTALL DOUBLE MSGR /JNSTALL RAIL TENSION ASSY (Std A77H2) Beg INSTALL 25 LF MSGR (Std A77A1) STA 753+94.83 'i_ NB RTE. 73 END INSTALi. MBGR --- INSTALL TRANSIJ]ON RAILING (Std A77J4) 6 ,55+00 754+00.00 NB RTE 73 PAVEMENT WIDENING AC DIKE (TYPE C) 755+00 .. ····•·' 6 13.00' Rt 20.94 N&RTE 73 10.9'L+ EL TORO· RO~D U/C -_ I BR. NO. 55-730 R/L DATE PLOTTED => 28-AUG-2008 7 DIS COUNTY ROUTE 12 Oro 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 HEE TOTAL NO. SHEETS 15 2B8 T~ ~ ar Callfornlo or ffs rfffces or aged$ slu/1 tKJf btJ f'BSIJ(XISlble for ttt, OWJrfJC'/ or completeness of tJ/edraic ccplas af ttis ,Xan sh!d. B \ EC 756+89.46 B 1 9 \ EC 757+26.1 5 7 9- _EC_ 758+34.32 - ECTORO RD 1 54+49. 72= ET-1 759+25.41= CD ET-LC 7_59+67-,05_- 8 9 LAYOUT SCALE 1 "=50' L-5 cu 12332 EA OGOl30 X X >-'° □ w "' > w n: w I-<t 0 ' o>-w" 1-0 «.., -'z fh2 -'"' <tW uo n: w " <t z <t ~ I-u w , 0 n: ~ <t u I- ! ,c .. 0 w U) > w a: w I-<t 0 >-" 0 w "' u w :i: u "' a. ,;; w a: 0 z w w _, w <t :c u ::, .. .. . 00., .... -. -.. "' .... C 0: .. "' 0 .. ,-c, C 0 0 + tn£ I r--_, ., ,_,_ WV, w :r:w v,z W-' w v,:,: u I-<. ::; . CURVE DATA No. R L; T L @ 11146.85' 7°04'2411 688.93' 1376.11' @ 20000' 1°17'11" 244.97' 489.91' '™ 20000' 1 °24'1 311 244 .97' 489.91' LC-T 762+45. 78 Pf) = x-x EL TORO RD 148+91 .Z,f/ POC -,-,_, /✓• I ~ --x--..._/·· , . I. "' 3 EL TORO RD 154+49.72= ET·1 759+25.41 = CD ET-LC 759+67.05 3 4 ... ! i '-0 I :EL TORO ROAD U/C BR, NO. 55-730 R/L lsTA 162+00.oo >.NB RTE 73, 62.00' R+ BEGIN PAVEMENT W!DEN!NG 1 2 Z!'"AO.C2"1,ll STANOAR0.2Cl.. PLNSliT <REV. t/90) ~ /~ 765+00 __ _765~00 NB STATION NB-i OFFSET LEFT 762+00 0.00' 762+50 0.10' 763+00 0.32' 763+50 0.66' 764+00 1. 14' 764+50 1. 73' 765+00 2.45' 765+50 3.30' 766+00 4.27' 766+50 5.36' 767+00 6.56' 767+50 7 .66' 768+00 8.64' 768+50 9.50' 769+00 10.22' 769+50 10.83' 770+00 11 . 31 ' 770+50 11 .66' 771+10 11.89' 771+66.62 12.00' 775+00 11.93' 768+15.00 NB RTE 73 STA Beg Beg REMOVE 295 LF AC DIKE (TYPE DI INSTALL 295 LF AC DIKE (TYPE DI RAMP CD ET ~LC w LT 3.00' 3.00' 3.00' 3.00' 3.00' 3.00' 3.00' 3.30' 4,27' 5.36' 6.56' 7,66' 8.64" 9.50' 10.22' 10.83' 11 .31 ' 11.66' 11 .89' 12.00' 11.93' STA END END END ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 OR!f::INll.l O:::r'll.l J:" l<: 11'1 INC'I-IJ:"C:: I 2 I 3 I OFFSET RT w RT 0.00' 3.00' 0.06' 3.00' 0.84' 3,00' 1 .49' 3.00' 2.02' 3.00' 2.43' 3.00' 2.71' 3.00' 2.87' 3.00' 2.92' 3.00' 2.81' 3.00' 2.62' 3.00' 2.51' 3.00' 2.53' 3.00' 2.51' 3,00' 1.78' 3.00' 1.18' 3.00' 0.70' 3.00' 0,34' 3.00' 0.11' 3,00' CD 0.07' 3,00' no+oo. 1 O' i 771+10.00 !; NB RTE 73, 62.0' Rt/ PAVEMENT WIDENING REMOVE AC DIKE (TYPE D) INSTALL AC DIKE (TYPE DI DATE PLOTTED => 28-AUG-200B TIUF' Pl OTTF"r:t :) t V"'lll. ET-LC STA 774+40.35 774+50,00 775+00,00 COUNTY ROUTE rnTAL' PROJECT 'NO.' SHEETS Oro 73 15-0/17•4 16 288 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 TfB stal1J of Caflforria or Its offlCNs or agents s/rJ/1 oot be res,:x)('lo!ble for ffB aa::uracy or CDll'f)ld8ness of r:lodronlc cop/t'JS If ttis plan stmt. OFFSET RT W RT 1.05' 1.20' 2,00' 2 2 8.00' 9.00' /3.00' 3.00' 3 EC 773+43,16 ,J .. _.-~-~·4···- N8 30'27" . RAMP. LC~1 x .. , . 4 I iLC-1 71+70.00 POT- 12' RT CD ET-LC 771+70.00 POC LAYOUT SCALE 1"=50' L-6 !l~FRN.4MF a:) nlnJ<,..-.-,,.-J cu 12332 EA OG0130 X X X X X r7-T;::::::::::::;:;=::::::::::;;:::::::;:;:;;:::::;:;::::;:::::;:;:;:===::::=:;::::::::::::;::::::;:::::::::::;:=====:::;--;::::::::::::::::::==:::=::::======:;:::============:::;--------------------7;;:;:;r;c:;;o;;uN;;:T;;YT-;R;;O;;;U:;:;:-TE TO~iITP~b~~~T w Oro 73 15.0/17.4 NB STATION NB-ll OFFSET LEFT W LT OFFSET RT W RT CD ET-LC STA i-ETW OFFSET OFFSET RT HEE TOTAL NO. SHEETS 17 288 0 w >-V, a, > 0 w w a: 'i! w > .... w ., a: 0 w .... "' 0 ' O>->-WOJ OJ .... 0 0 ""w -'z w aQ " u ..JV, w -<W I uo u w a: c{_ w C, ., vi z ., w ::, a: 0 ... z u w w .., 0 w a: .. ..J w ., <( u :,: .... u "' I = ...... oo .. ... .. -1 ae i C ,_ .. .. 00 .. <> C 775+00 11.93' 775+50 11.22' 776+00 9.92' 776+50 8.64' 777+00 7 .43' 777+50 6.30' 778+00 5.25' 778+50 4.29' 779+00 3.40' 779+50 2.59' 780+00 1.86' 780+50 1.21' 781+00 0.64' 781+50 0.15' 11 .93' 11.22' 9.92' 8.64' 7.43' 6.30' 5.25' 4.29' 3.40' 3.00' 3.00' 3.00' 3.00' 3.00' 0.07' 3.00' 775+50.00 0.79' 3.00' 776+00.00 2.1 o' 3.00' 776+50.00 3.39' 3.39' 777+00.00 4.59' 4.59' 777+50.00 5. 71' 5. 71' 778+00.00 6. 76' 6. 76' 778+50.00 7. 73' 7. 73' 779+00.00 779+50.00 STA 778+15.54$ NB RTE 73. 45,5' LT / INSTALL TERMINAL SYSTEM (TYPE CAT) (STD A77L4) I STA 778+40.17 NB RTE 73 39.5' Lt Beg REMOVE 325 LF MBGR TYPE 2 FLARE STA 778+45. 75 i NB RTE 73 -39:1)' It Beg INSTALL 90 LF-DOUBLE MBGR ;_ Strt A77F3}---180+00 - ---7 .. 180+00 4.81' 5.27' 5.49' 5.49' 5.26' 4.80' 4. 11 ' 3.20' 2.06' 2.81' 3.27' 3.49' 3.49' 3.26' 2.80' 2.11' 1.20' 0.06' STA 781+60.45 i NB RTE END INSTALL MBGR INSTALL TRANSITION RAILING. _JStd .. A HJ4) 82+07 3 -- END 3.00' 19.7/23.0 3.27' "ftZ,,,;,,k/;i~IA,- 3.49' REGISTERED CIVIL ENGINEER 3.49' 3.26' 0, 3.00' 3.00' 3.00' 3.00' -' 6 RAMPTC'--6 7 - 7- PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9,618 Tie State If catlforda or Us lff!CNs or aguis shall rd be respo(IS/ble for tm aca.JrOC/ er CClll{)l6/8n8SS af electroric copies rf tlis plan elm. B-,RAMPtc~3 g 8 SB ~6Ut:t 73 A .779+31;92 NB -RTE 73 30.72' Lt ENO INSTALL DOUBLE MBGR INSTALL RAIL TENSION ASSY (STD A77H2) \Beg INSTALL 212.5 LF MSGR (Std A77A1) -780+00 1 ENO TRANSITION RAILING INSTALL TERMINAL CONNECTOR 2 (Std A77J1) 3 4 785+00 c·L RTE 73 785+38. 10 POt=· LCR. 217+61.60 POC NB RTE 73 AC DIKE 8 8 9 15:1 TAPER rill STA 779+5 END ENO END PAVEM INSTALL AC DIKE (TYPED) REMOVE AC DIKE (TYPE 0) STA 778+86.00 CO ET-LC END INSTALL TYPE B3-4 CURB END INSTALL AC DIKE (TYPE D) . _(_P~R DETAIL ''A'') 2 - EC 782+23. 79 I \ ------------o!---==; ii \BC 772+24 .00 ' - 4 7 NB RTE-73 785+75.55 P - -__ LC~ 218+3~. 76 POC 4@12=48' 7&5-1,fl(j-c\ _ -- -d. ... .;.LC-\'\. ,,_._ 7 - --\ 5EE DETAIL \srA 781+88,57 $ CD ET-IC END REMOVE Cone BARRIER (TYPE 50C) ,., "' I (J -.J R=181' LC-8 85+24.25 EC= \ \ \ 12' RT CD ET-LC 785+24.25 POC ' I -9'1' \ CO--NCRETE BARRIER (TYPE -SEE STRUCTURAL PLANS BC 775+56.2 \ l C \ 1 I 75+93.47 STA D END Beg Beg 777+40.00 -CD ~~--L~ INSTALL Cone BARRIER -.TYPE 60S) REMOVE Cone BARRIER (TYPE-:so.) - INSTALL 146 LF 83-4 CURB • - REMOVE 414 LF Cone BARRIER (TYPE \ CO ET-LC 786+27.69 POC-\ LCR 219+01.02 POC '2)1-? \f#~iP%iA)ONCRETE BARRIER 1h SEE STRUCTURAL PLANS No. © @ @ 0 @ \ I STA 776+00.00 CO ET-LC Beg REMOVE 165 LF Cone BARRIER TYPE 50 Beg INSTALL 140 LF Cone BARRIER (TYPE 605) STA 775+75.00 CO ET-LC LiiBe='g:c--iRcaEC:M;i.Oi,VE,'-"-'3,'7.-JOHLFF~A"'c"'D"I'-KFE-Y.T"'YffP~E-.SDT R 3000' 3000' 11146.BS' 2000' 2947' Beg INSTALL 370 LF AC DIKE (TYPED) STA 775+60.00 NB RTE 73 Beg REMOVE 194 LF AC DIKE (TYPE 0) Beg INSTALL 340 LF AC DIKE (TYPED) CURVE DATA t:,. T L 28° 43'00" 767 .94' 1503.60' 28° 43'00" 767.95' 1503.60' 7°04'24" 688.93' 1376.11' 13°43'20" 240.65' 479.00' 24°24'45'' 637 .50' 1255.65' No. @ @ @ @ @ @ R 600' 211 ' 168' 180.87' 2400' 3319.82' CURVE DATA t:,. T L 41 °10'27" 225.37' 431.18' 65°00'00'' 134.34' 239.23' 41°36'29" 63.83' 122.00' 179° 16'57" 28882.82' 568.23' 19°30'15" 412.48' 816.99' 11° 54'29" 346.24' 689.98' ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 CONCRETE BARRIER (TYPE 60A SEE STRUCTURAL PLANS AC DIKE (TYPE D) B 3-4 ·-cuRB _-, -~/-~' .:-' / -_-_____ I '\ I I - , 15'RAMP~ / ' ' -/ \\ 8' S ____ _j__ hid ' -----/ ' / '-/ ---- DETAIL "B" N. T.S. cu 12332 OAT£ PLOTTED => 28-AUG-2008 TIME PLOTTED=> 13:37 USERNAME => nlokrori NB STA 778+67.67 12' RAMP ,B; Shid / ----------~ ~ _// '-/ -----DETAIL "A" N.T.S . LAYOUT SCALE 1 "=50' L-7 I EA OG0!30 ZFAO,C24.ll STANDAR0.2CL PLNSHT CRe:Y.1/90) ORIGINAL SCALE'. !S IN JNCl-lf;:S X X a w >-V> <D > a w w a: '1l w > I-w .. a: a w I-.. 0 ' o>->-W<D "' I-a "'w a S5 w "' "-u ..JV> w "'"' :t: UC u w cc n. w " .. V, z .. w ~ "' 0 ... z u w w ' 0 w cc ~ ..J w .. « u I ... u :::, 0 0 + 0 r---a, Ir--- _J <( .......... WVl w :r:w VlZ -w_, w (!)I u ...... 4 "' EXISTING 790+00 CONCRETE BARRIER TYPE 60A SEE STRUCTURAL PLANS LAGUNA CANYON ROAD U/C BR. NO. 55-745 R SEE STRUCTURAL PLANS Z:FA0.C24,0 STANDAR0,2CL PLNSHT (REV.1/!10) CURVE DATA No. R r,. T 155) 2947' 24°24'45" 637 .50' (@ 3100' 8°25'12" 228.19' @ 3000' 3°11'28" 83.57' ·· 95+oo_ STA 791+92.00 NB RTE 73 58.0' Rt Beg INSTALL 250 LF CONCRETE BARRIER (TYPE 60) (SEE Std A76A) NB STATION NB-~ OFFSET 791+60 o.oo' 792+00 0.00' 792+50 0.00' L 793+00 0.00' 1255.65' 793+50 0.23' 455.56' 794+00 0.60' 167 .1 o' 794+40 0.98' 795+00 1.70' 795+50 2.44' 796+00 3.30' 796+50 4.29' 797+00 5.40' 797+50 6.60' 798+00 7.70' 798+50 8.68' 799+00 9.52' 799+50 10.25' 799+85 10.68' 800+50 11 .32' 801+00 11 .67' 801+50 11.90' 802+00 12.00' co·ET-LC STA 794+40.00 NB RTE 73 57 ,Q' Rt Beg INSTALL 545 LF AC DIKE (TYPE D) END INSTALL CONCRETE BARRIER (TYPE 60) LEFT ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 2 ORIGINAL SCA.LE IS IN INCHES w LT OFFSET RT 3.00' 3.00' 12.11' 3.00' 12.12' 3.00' 12.00' 3.00' 11. 77' 3.00' 11.41' 3.00' 11.03' 3.00' 10.31' 3.00' 9.57' 3.30' 8.71' 4.29' 7 .72' 5.40' 6.62' 6.60' 5.42' 7. 70' 4.31' 8.68' 3.34' 9.52' 2.48' 10.25' 1.76' 10.68' 1.32' 11.32' 0.68' 11 .67' 0.33' 11 ,90' 0.10' 12.00' 99-+48-·· .. -i .... JJ:: 789+51 ·.-39/ DATE PLOTTED => 28-AUG-2008 Tit.IE PLOTTED=> :3:39 W RT 12. 11 ' 12.12' 12.00' 11. 77' 11 .41 ' 11.03' 10.31' 9.57' 8.71' 7 .72' 6.62' 5.42' 4.31' 3.34' 3,00' 3.00' 3.00' 3.00' 3.00' 3.00' 1s COUNTY ROUTE rn~'l.'f_f ~~b~~~T 12 Ora 73 15.0/17.4 19.7/23,0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICAi SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO, SHEETS 18 288 TfB st<Jle if Caffforrio or rts ifflcers or agents slofl nd be respooslbm for the occurO!lJ or compkieres6 of elecfrodc ccp(e.s of ttis pkm s/J,d. _x_x __ x~ x-----------X------------X -·-- ----------------------- ----2-... · ... · .. ----~ _ .. .,., ~ -· ·-· .. N.5_4° 4_3'1_ 4'.'J' BC 802+79.86 Ci EC 804+46.96/ I -"1----------x------------ LAYOUT SCALE 1 "=50' L-8 USERNAME => nlo;(.rori cu 12332 EA OGOl30 X X X X r,,,--------------------------------------------------------------------------------------------,,1-S-,--CO_U_N_T_v-,--R-O_U_T_E---,-"P=osTMJLES ' TOTAL PROJECT 15.0/17.4 19.7/23.0 0 w >-V) m > 0 w w a: V) w > ... w .. a: 0 w ... "' 0 ' O>->-w., ., >---o 0 "'w --'z w aQ >O z ' IX) <( w ....J ,, a: C <[ ... z ........ u w WV, w w ., 0 w :t:w a: v,z n. _J -w <( « u I ... u "' 05+00-- CURVE DATA No. I> c,. T ® 3000' 33°44'00" 909.56' 0 3044' 33°44'00" 922.90' @ 8976. 77' 2°33'37" 200.60' 7 8 BC 807+46.30 _b _____ _ L 1766.27' 1792.18' 401.14' 9 9 · 810+00 1. 810+00 N50°23'0"W NB STATION NB-it OFFSET 808+00 808+50 809+00 809+50 810+00 810+50 811+00 811+50 812+00 12.00' 11.40' 10.68' 9.69' 8.41' 6.86' 5.03' 2.92' 1.14' SB ROUTE 73 2 3 BC 812+83.05 2 PRC 811+47 .07 LEFT W LT 12.00' 11.40' 10.68' 9.69' 8.41' 6.86' 5.03' 3.00' 3.00' 3 4 .J' ..... .l',\5+00 END CONSTRUCTION NB RTE 73 STA 813+46 815+00 6 4 815+00 12 Oro 73 REG J STEREO CIVIL ENG I NEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9,618 288 TM state cf catlforrio or lls officers or agents sfKtfl rd b8 r(JSf)OIIS/ble for fttJ accur«:y or CClfPt:/Mt:ss af el~c copies rf ffis pion sf#!f. ,@ 1 ~ ROUTE 73 a r-0 B 7 6 .1 NB.ROUTE 73 -,,----.,,.---·-,--· "-·-·-;,;--· -,: -,. --Y ~-_·; --,,--~---7----r··,-- ' " • • l_END 650' TAPER STA 813+46.00 NB RTE 1 O' Rt END AC DIKE (TYPE C) I .. C .. .. .. .. 2g !!! =ii:= C ,_ .. .. 0 .. ... .. .. BEGIN CO ET-LC 807+47.02 POT= 36'RT NB RTE 73 807+47.02 POT ZFAO.C24,ll 5TANDARD.2CL Pl.NSHT (RS:V. l/90) YIJ STA 811+47.00 NB RTE, 10' Rt Beg 198 LF AC DIKE TYPE C \STA END 812+50.00 i_NB RTE, 10' Rt PAVEMENT WIDENING ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 ORIGINAL SCALE !S IN INCHES 2 DATE PLOTTED => 28-AUC-2008 T.IME PLOTTED=> 13:42 LAYOUT SCALE 1"=50' L-9 USERNAME => nioKrori cu 12332 EA OGOl30 No, ® @ @ 0 w >-V> "' > 0 w w ,r I!) w > >-w "' ,r 0 X w I-"' 0 '-O>->-w"' "' 1-0 0 "'w -'z w aQ "' u .JV> w <W I uo u "! "' CL w "' ., V> z ., w ::, "' 0 I ol "'r >-z u w w .., 0 w ,r Q_ --' w ., .. u I >-u "' X ZFAO.C24.ll STANOAR0.2CL PLNSHT (R£V.1✓9D) R 3200' 3290' 3000' CURVE DATA A T L 15°16'44" 429.21' 853.33' 15°16'44" 441.29' 877 .33' 15°16'44u 402.39' 800.00' 2 3 BEGIN CONSTRUCTION RTE 73 STA 933+ 76 \ 2 3 \ N64°16'17"W STA 933+76.40 NB RTE 73 10' LT Beg PAVEMENT WIDENING Beg INSTALL 835 LF AC DIKE (TYPE C) l 2 3 N64 161.7 1'1. NB RO(/TE 73 . BC 933+76.40 4 935+00 935+00 ,--(JJ NB STATION NB-Ii!. OFFSET LEFT w 933+83 0.00' 3.00' 934+00 0.05' 3.00' 934+50 0.22' 3.00' 935+00 0.47' 3.00' 935+50 0.79' 3.00' 936+00 1 . 1 8' 3.00' 936+50 1.64' 3.00' 937+00 2.18' 3.00' 937+50 2. 79' 3.00' 938+00 3.48' 3.48' 938+50 4.23; 4.23' 939+00 5.06' 5.06' 939+50 5.96' 5.96' 940+00 6.94' 6.94' 940+50 7.98' 7.98' 941+00 9.1 O' 9.10' 941+50 10.28' 10.28' 942+00 11.45' 11.45' 942+50 11 .98' 11.98' X x-,~1• 9 8 6 6 7 8 lROUTE 73 9 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 nR1r.J1'1Al C::r'AL I'" !C:: IN lJtJf"'l.11'<:: ] 2 ! ' ! 94Q+OO OATE PLOTTED :e) 28-AUG-2008 T!LIF' PlOTTF"O => ,,._,,:o<; I f ! ! USF.RNIJE :> n!nkrnri COUNTY Ora 73 15.0/17.4 19.7/23.0 REGJSTERED CIVIL ENGINE.ER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9.:618 Hl:.1:.1 IVIAL NO. SHEETS 20 288 Ths Stale of ca/fforria or Its orrroors or ag«ts s/1JII rd b8 rr:sponslble for #r!J acalf«;y or ccmpldenes6 <f e!«:lronlc ~es tf tfis plan SW. STA 942+15.00 NB RTE 73 END AC DIKE TYPE C) LAYOUT SCALE 1 "=50' L-10 Cl! 12332 EA OGOl30 X X X -~-~-----------------------------------------------------------------------------------------7;-;-;;J POST MILES ~ i:..:c:..:i._:C.cO=:UN::CTC:V-!-_:cR.:.OU'--T'-'E'----+-'T~O,'.TAe,L"-'P'fR,aOa"J="EC:,.T'--f~'-'-j==-=t □ w >-"' m > □ w w 0: ~ w > I-w <( 0: □ w I- <( □ ' □>->-Wal "' >--c □ <( w St5 w ~ "-u .J"' w <(W I UC u "! 0: 0.. w " <( vi z <( w ,, 0: C, I-z u w w , 0 w 0: ~ .J w <( <( u I I-u ::, .. ! .. .. .... Oow :»aa "' .. .. ,c .. .. .. 0 .. .. .... 0 0 + o"' ~"' I (I"> _, <( I-I-wl/l WW :,:: z l/) - w-' W:,:: l/) u I-<( :::. CURVE DATA No. R t:, T G) 3000' 57°561 54" 1661.16' 06) 3000' 57°16' 12" 1638.03' L 3034 .17' 2998,65' • S.13 .BOUIE; 7~ Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 Tm stam ex Callfomla or rts rfflcers or agerts sh:Jfl not be 111Spro.sftJs fer lie accurrxr or cotrpdet1SSS of Bltdronlc a,ples ar tfis plan s/'/tS. 945+-00 6 7 950+00 r--t-------------=-----------~-=-----------1------=-!--·-------=------------· ·+B:-··--------------------------+---------------------·-~· ------------------------------~-------------------------:-+------=---------------------~3~------=--------------+-------------------------9::_5::_5f+_:O_:O_. ------------~-------------17--· __ • ---------------~B~------------------!9 ____________ j g + <Do"' CL RTE 73 949+85.04 (BK) POT= BC 957+23.51 a,~, b m CL RTE 73 950+00 (AHO) POT . "7 1 7 «-' ~ 6 7 8 9 950+00 2 r. l-r-r--->-----~-+-----+-Ni'9-'mm~----+:::_-~;---+-----+-~;;------+3_:!"-;,'.R::O:::U'.-.'.T~E:.......'.7..:3'.-.,4:_ ____ +-~~--+-6--:~:--7;.._J,_ ___ ..;0'_ __ __,(_..;_ ____ J ,_ N79°33'01"W 9 inll.J wW z::r: -1/) @ f2=4·s' i --······ ·· .. r - Lio' SL NB RTE 73 949+91. 75 BK POT= SL NB RTE 73 950+32,52 (AHO) POT ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 ' 2 ' ' ' 956+97 •·24 DATE PLOTTED ""> 28-AUG-20013 CU 12332 EA OGOl30 -'w ::r:W uvi 1- 1 L-11 No. R /J) 3000' @ 3000' 051 3075' a w >-V> a:, > □ w w "' !!l w > f-w -->-wa:, a:, >-a "w C :15 w ,, U-u --'"' w <(W I u □ u w "' 0.. "' 0 " .. V> 0 z + X .. w ~o " "' □ ~"' >-z I 0, u w ..J,,: "' ~ ..... 0 w "' ~l/1 .. _, w ii .. <t u I l/1 .... >-u u.l..J :,; y},f; i:;;_ :z X ' ZFAOd:2'1.!J STANOAR0,2CL PLNSHT CREV. t/90) CURVE DATA t:,. T L 57°56' 54 11 1661.16' 3034.17' 57°16'12" 1638.03' 2998.65' 58°41'46" 1729.00' 3150.16' 4 3 965+00 6 7 'i_ ROUTE 73 a RbUfE 73 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 n.,,,.,, ... A, <:l"AI r I<: '"' , ...... uc-c j 2 I ' I 9 7 970+00 DATE PLOTTED => 28-AUG-2008 TIUIC P!nTT~n =~ '"'"'" 2 COUNTY ROUTE POST MILES TOTAL PROJECT Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 rm stale cf callfortia or Ifs ufflcers or ageis stall rd bit rBS{nf'ISlble for tm accurOCJ or com,idenfJss tf slt!cln;dc copies cf ttis plan stt:ef. LAYOUT SCALE 1 "=50' L-12 cu 12332 EA OGOl30 X X X >-m 0 w V> > w a: w ... < 0 ' O>-wm ... 0 «w --'z aQ --' V> «w uo a: w " <( z <( :, ... u w ~ 0 a: .. <( u >- ~ .. C ... 0 w V> > w a: w ... « 0 >-m 0 w " u w I u w [L V, w cc 0 z w w _J w < er u :,; .. a: .. 0 O °' ~ .. -la1i ....... .. 0 .. 1-0 C No. (2) 6 6) ZFAO.C24,ll STANOAR0.2ct. PLNSHT CREV. J/90} CURVE DATA R .t:,. T L 3000' 57°56'54" 1661.16' 3034.17' 3000' 57°16'12" 1638.03' 2998.65' 8 1 9 980+00. 1- 3 7 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 2 3 ORIG!NAL SCALE IS IN INCHES 4 9B5+oo .. OATE PLOTTEO =) 28-AUG-2008 TIME PLOTTED => 13: 55 EC, 986+-95.90 USERNAME => n I okrori IS COUNTY ROUTE 12 Ora 73 POST MILES TOTAL PROJECT 15.0/17 .4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 23 288 TfB staftJ ar Callfornlo or Its orrrcers or ogerts sto/1 rd be respcnsfblt1 for th!: occvrt)CJ or oomp/tJteness uf elt!drodc aipfes d ttts plan Sh!et. • LAYOUT SCALE 1"=50' L-13 cu 12332 EA OGOl30 X X 0 w >-Vl m > 0 w w a: "' w > .. w <( a: 0 w >-<( 0 ' O>->-wm m >-a 0 "'w -'z w 62 "' u -'"' w .,.,, :c UC! '-' w "' n. "' " .,;-" z " u.J " "' C, >-z u w "' .., 0 u.J "' .. ...J w " <( u :,:: >-u :> I >-.. ., .. 0 O "' .... -1 ii: ; ...... .. 0 .. .. .. .. No. ·R ® 3000' n 11 3000' CURVE DATA t;. T 44°07'37" 1215.95' 43°26'55" 1195.32' L 2310.48' 2274 .96' /+'\ _Jlffi--,------+~ /+ \ • ----· +'v+ 1 ,------I ____ 4---x----- __-x X ____ .,__----• \ ----• STA 992+63,92 NB RTE 73 47 ,3' LT ----• Beg INSTALL 150 LF MBGR , COUNTY ' ROUTE Ora 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 TOTAL SHEETS 288 TM stole rf Calrfornla or ff& officers or agerts sl'r:JII rot be r~blf! for th3 accurar:J or oomrJ/fJffiflfJS,; of e/tx:lronfc C()fi& <f ffis plan strnt . _,,,_-INST ALL BURIED POST END ANCHOR \ ,,,.---(Std A 77F2) \ @ 12,:,411• I i '--1 O' STA 993+15.00 NB RTE 73 38.0' LT , Beg REMOVE 125 LF MBGR +~ STA 994+13.61 NB RTE 73 8.0' LT ~ END INSTALL MBGR INSTALL TRAN!STION RAILING (Std A77J4) " ~~ STA 994+38.45 > NB RTE 73, 38.0' LT 'END TRANSITION RAILING . I.N.STALL TERMINAL CONNECTOR ( Std A 77 J 1 ) ..• "·•v • 99s+o6 ••· ·•· ~~f~1j6~ftkcRN RTE•73 .10. , LJ -STA 995+60. NB RTt TJ·· · RECONSTRUCT. 28 L~ CHA!t./ UNK FENCE 6 B ~ ~ STA 998+19.00 NB RTE 73 ~ ; Beg INSTALL AC DIKE (TYPE C "'~x---x---x---x-x___,,- 0 0 + 6 9 1 ooo+oo SBd~OUTE 73 .. 1.005+00 12l!) 7 BC 997+94.12 8 9 1000+00 1 2 • 3 B 2 654 LF TYPE C 4 o-~· .J <( >-t;; (/)u.l u.1::i: z<fl -.Ju.I uJ ::i:<fl u I-<( -" +~ +-......_ WILDLIFE U/C NO. 2 ~-BR. NO. 55-862 R --.._ SEE STRUCTURAL PLANS c\".............._ ----~x,~--,---,c__ --...._ STA 994+ 75 NB RTE 73 ------~ "'---------x_x_x,---X--- •~ RECONSTRUCT 29 LF ------• •---------// +~ CHAIN LINK FENCE ------• •---------/ ~~ ------Y' "'"----x---s---,/ +-....___ R 1~• ·---------------·~ ,,..---------)'.-------,,; ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 2 3 OAT£ PLOTTED :=) 28-AUG-2008 T.IM£ PLJ>TTED => 13:59 USERNAM£ => nlakro~r CU 12332 LAYOUT SCALE 1"=50' L-14 I EA OGOl30 ZFA0,(2:4,0 STANtlAR0.2.CL PLNSHT CREY. 1/SOJ ORIGINAL SCALE IS IN INCHES No. ® 6J a w >-V> <D > a w w a: "' w > ... w "" a: a X w ... <{ a '-a>->-W<D <D ,-a a 0 "'w -'z w 0 aQ "' -/-u .., "' w .... "' «w I -9 00 u ,u ..J- /....;::! w f:Jv, a: (L ~ w v,ft " "" "' ,.,_, ..... z ' "" w ,.,_, ..J " a: a (/}~ ... z f: 0 w w ~ , w 0 a: n. .., w "" <{ 0 ,: ... u " X X Zf'Ao,[241.ll STAN0AR0.2CL PI.NSHT IREV.1/90) CURVE DATA R t,. T L 3000' 44°07'37" 1215.95' 2310.48' 3000' 43°26' 55" 1195.32' 2274.96' It R=2988.00' ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS o 3 ORIGINAL. SCALE JS IN INCHES OATE PLOTTED => 28-AUG-2008 TIM£ PLOTTED=> 14•03 USERNAME => nioKrori COUNTY ROUTE I TOY~,L.. PROJECT Ora 73 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 25 288 Ttr, State d' Colfforfl/a or Its officers or aged& s/rJ/1 nat be re.s{YJ(J8lblt: for ff11 <XXllfQO/ or ccmpldtms& d' e/edrotic CCl)le,s d" ffis plan stm. LAYOUT SCALE 1 "=50' L-15 cu 12332 EA OGOl30 X >-m 0 w !11 > w a: w ,_ .. 0 ' O>-wm >-o "'w --'z a~ --'V> -<W 00 a: w " .. z .. ::; ,_ u w , 0 a: n. .. u ,_ .. ~ C .. 0 w V> > w a: w .... .. 0 >-m 0 w "' u w I u ~ CL ,n w a: C z w w --' w .. I u :,, .. .. .. 0 O "' .. ., -.. _., '"'"'"' ...... ., 0 .. ... .. .. 0 0 + 0 1l'lN ~o ·~ _, < 1-t-Wu, w IW. VlZ RAMP NCD-4 ·1 .N65°43'..44"W 3 STA 10 7 END AC CURVE DATA No. R 6 T L ® 3000' 44°07'37" 1215.95' 2310.48' ® 3000' 24°00'11" 637. 75' 1256.80' @ 3000' 43°26'55" 1195.32' 2274.96' @ 2936' 24°00'11" 624. 1 5' 1229.99' ;'l'"l:10.C24.ll ST.tNOAR0.2r:t.. PLNSMT !REV.1/!IOJ 4 1-02-5+00 4 1 025+00 ,ill I ---··-····.,t - L10' ···-_ .. __ 8 STA 1030+00 {NB,~lE 73 RECONSTRUCT 27 'l.F-·, I CHAIN LINK FENCC •. :· \ ''"'·"'--'· \ Ii. SB ROUTE .7~ .. . - - 7- 6 7 N65°43'44"W BC STA 1028+55.34 ~NB RTE 73, Beg INSIALL 100 LF MBGR INSTALL BURIED POST END ANCHOR (Std A77F2) STA 1028+72.00j;NB RTE Beg REMOVE 100 LF MSGR a·· BC 8 43.4' Lt/ -.. 17•··· 73, 36.0' L +/ STA 1029+53.B3 NB RTE 73 ENO INSTALL MSGR INSTALL TRANSITION RAILING (Std A77J4) 39.0' Lt STA 10 9+77.91 NB RTE 73 END TRANSITION RAILING INSTALL TERMINAL CONNECTOR (Std A77J1) STA 1029+96.81 $ NB RTE ENO REMOVE MBGR ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 \ " I i rn:io+oi,' I I NEWPORT COAST DR. u1c/ BR. NO. 55-759 R SEE STRUCTURAL PLANS T3 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 288 Tm state cf C4lffomla or Hs afffcers or agfJfffs shlll r,at be r§JJ0{)6fb/8 for ~ accurOCJ or ccmpleteneu tf electroric ccplee tf ffis plan sleet. ; 1?44(,i; . . l\lco,} .· 2 NCO 201+58.72 POT / NB 1032+13. 92 POC I ./ . -_ _f 1 • l 2 , STA 1033+00 NB RTE 73 RECONSTRUCT 26 LF • •• ' --C.HAIN LINK FENCE . I J 4 sc· _03+a1 .86 LAYOUT SCALE 1 "=50' L-16 nPlrlUJAI ,r.-., &" I<;: '"' 1t.1ru~c::, I 2 I 3 I DATE PLOTTED => 28-AUG-2008 TllW Pl nTTF"n => 11;,rn; USERNAl,ff => n!nkrnri cu 12332 EA OGOl30 X X D w >-V, a, > Q w w a: V> w > ,_ w <( a: 0 w t-.. Q ' O>->-"'"' a, >-o 0 <( w _,_ w ::,~ "' us? u -'"' w <(W I u.c u w 0: a. w " .. vi z .. w " a: 0 t-z u w w , w 0 0: Q. -' w .. <( u I ... u ::, ,. ! .. ""' .. Oom teu ...... Co, .. .. 0 .. .... .. 0 0 + "' "'"' .. ~o ,~ _, « ,--,-- u.ll/l "' :,: ':i \Jl -w-' "'x v,u ,--« ,, CURVE DATA No. R t:,. T L ® 3000' 24°00' 11" 637, 75' 1256.80' @ 2936' 24°00' 11" 624.15' 1229.99' @ 24500' 3°32' 27" 757.26' 1514.04' @ 3000' 5°03' 4911 132.65' 265.13' 7 B {; 73 7 8 iROUTE 6 9 _-x_x ___ ,x_x 1040+00 . 1 2 1045+00 1040+00 2 3 4 1045+00 l040+57-.67 .3 4 8045+00 2 8040+00 RAMP NCD-8 12 Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 TOTAL SHEETS 288 Tte staf8 cf Ca/Tforrio or Its cfflcers or agerls shJII rd be responslb!o for fh, aa::urat:J or cctrl[ifieness If eloonlc r.op(es ff tfis plan st,,et. STA 1048+50.92~N8 RTE 73, 49.6'L-r •••••• • ·Beg.JNSTALI., 425 LF M8GR \ INSTALL JlUR][.D POST END ANCHOR\ (SM A77F2) •. \· 6 7 6 7 7 B rill ! 8 B \ \ 9 N41°43'3l"W 9 H--u, w w w:i: __ ..._N_4A1 -4~3:.'.::3.::3..:"W:__j:!!;"' ...Jw 9 w :i:v, u 1--.., ::::; -x--x---x--x---x--- R/W ----------x--x ---------------x-x x-x-x x-x-x............---x-:.: x-x-x-___ ,x_x--x- ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 ""'"'•'A' ,,,..., ,::, ,., ,., ,.,,,.,_,.,..,. I ' ' DATE PLOTTED => 28-AUG-2008 LAYOUT SCALE 1 "=SO' L-17 cu 12332 EA 0GOl30 X X 0 w >-V> <D > 0 w w Ir V> w > I-w " Ir 0 w I-" 0 " 0 >->-W<D <D I-0 0 "w .Jz w a~ "' 0 .JV> w <(W X (_)D 0 Ir ~ w 0.. " " V, z " uJ " 0-0 I-z 0 uJ w -, 0 uJ Ir .. .J w .. <{ 0 I I-0 "' CURVE DATA No. R D. T L @ 3044' 27°40' 51" 749.95' 1470.62' @ 3108' 27°40'51" 765.72' 1501.54' @ 3000' 5°03'49" 132.65' 265.13' r STA 1053+00.00 NB RTE 73 22.0' LT 1,-----.J END TRANSITION RAILING , INSTALL TERMINAL CONNECTION STA 1052+98.00 NB RTE 73 END AC DIKE (TYPE C) /(StdA7TJ1) I / Beg CONCRETE BARRIER (TYPE 60C) f / I STA 1052+75.00!iNB RTE 73, 22' Lt I _____ ,_j END INSTALL MSGR I I INSTALL 156 LF CONCRETE BARRIER _, _____ , INSTALL TRANIST!ON RAILING 1' I (TYPE 60C) (Std A76A) _,_, ________ x __ x __ x; I /NB RTE 73 1053+71.69 (AHO) POT __ .,,, __ .,,,-------x 1ST COUNTY ROUTE TO~~r..1 P~b~~tT 12 Ora 73 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 Hl:.t.l 1UIAL NO. SHEETS 28 288 rm state tf OJl!forria or Its officers or age,ts sfrJ/f rd be resp)f'IS/b/8 ff1r tie aa;uraey or C()flf"J/tJIBne af eJectrtJlia copies i:f 'l!is plan sfeef. x~}d A77J4) I_J__ NB RTE 73 1053+87.49 (BK) POT= _,_JW'L-,-' 1051+60.00 !i NB RTE 73 ---x---/---+, I __ ,_, n2 3!, LF AC DIKE / I I , ___ l_, _____ , INSTALL 1045.LE •CONCRHE··B'IIRRI£R /(_T)'.f'E:--:c6--o--~M6i;jJ --- {Sic£Std·A76A) •. 59· ROUTE .73 1 1-i 4·· :ti V) i/ 1 oso+oo ·B 9 2 :rw en ;z: -W...J w cn:r CJ .... ., :::. 2 3; 050+00 1055+00 6 7 8 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 2 3 0 9 1060+00 DATE PLOTTED => 28-AUG-2008 TIME PLOTTED=> 14:7.' USERNAME => nlaKrcr· LAYOUT SCALE l "=50' L-18 cu 12332 EA OGOl30 ZF"AO,t24,ll STANOAR0.:2CL PLNSHT tRE:V. l/90) ORIGINAL SCALE IS IN INCi-iFS l__l _ _L _ _L__l_-'. _ _J 0: '" 0 .., " .., " ... u !!J 0 0: ._ ... u ... X >-m &l "' ;f; 0: ... ., 0 ": a. V, w "' 0 ;z w "' .., w <t :,: u ::,; I w ,r w ... ., Q 0 0 + "' ct) <D -o ·---r -·· _, CURVE DATA No. R A T @ 3044' 27° 40' 51 ti 749.95' @ 3108' 27°4o's1" 765.72' ;HYPE 60. M<:>o) .. 6 7 • 6 8 [ 1470. 62' 1501.54' EC 1068+88. 13 9 l-070+00 1070+00 .,. .,. STA 1012+00.oo • NB flTE 73 r tNo cONCRCTr BA«R!ER ' (TYPE 60 Mod) ..... · i Beg CONCR. E. TE BARRIER • (TYPE 60). . . /2 < :i s~. RQ[)JE. '7) 4 3 ct.ROUTE 73 ~---- ------ . 1075+00 · · 1075+00 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDuc~o PLANS 0 ,u:,,,...,._, .. , c-r~, e-,c "' ,.,,.._..,..,. I 2 ' 3 ' DATE PLOTTED =,.) 28-AUG-wos Tf"V&" QfOTT.1:'n ,,,.,_ '"'""' INSTALL 814 LF -·. • /'c◊NCRETE: BARRIER ITYPE 60) . / 6 ... . 6 ---------- 6 CL RTE CL RTE 11 ' - ti cu /2332 73 73 COUNTY ROUTE Ora 73 POST Mll£S TOrAL PROJECT 15.0/17.4 19. 7/23.0 REGISTtRED ClVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 T01At. 288 T~ Slate " CaJJtr.irn10 or Us officers or t:l!JfJlts sfall rll'Jf be re&fJMslble f"or the OCQR-m:}-' or ~ of 8/rJcf{"()fl/c CCl(,(fJiS ~ Mis Pl® s//eel; " 1on+oo.oo 1076+83.87 (BK) POh (AHD)POT B 9· 8 rlil ' 9 'b. LAYOUT SCALE: 1 "=50' l-19 EA OG0/30 0 0 ·+ go ··ON ~ I ..J i'.': 1-- <n W w w::c zv, --'W w :Z::Vl (.) . !;;; :::. 0 w >-V) ro > 0 w w 0: V) w > f-w .. 0: 0 X w f-.. 0 ' O>->-wro a:, f-0 0 INSTALL 188 LF CONCRETE;,, ""w -'z w G!:2 "' BARRIER {TYPE 60) u _, V) w {SEE Std A76A) <tW I uo u w DC ,;_ w " .. V> z " w :, ,r 0 >-z u w w ., ~ 0 DC .. -' w ., ""' u :,: >-u ::, X FORD RD.I BONITA CANYON DR: U/C BR. NO, 55-760 R SEE STRUCTURAL PLANS X 71'"AO.r24.ll STANDARD.2CL PlNSHT IR!;°V. !✓901 STA 1061+01.51 NB RTE 73 41.1' LT Beg REMOVE 100 LF MBGR STA 1062+00.00'i_ NB RTE 73 22.0' LT END INSTALL CONCRETE BARRIER {TYPE 60) AND 14' WIDENING : ,, ' J ,ST A 1065+35 N RTE 73 ,' RECONSTRUCT 44 LF :-' J CHAIN LINK FENrr-----x---x---x---x---x---x---x / STA 1065+62.36'i_ NB RTE 73, 30.0' Lt I /Beg INSTALL CONCRETE BARRIER / {TYPE 60) {SEE Std A76A) ',t·t' .... l---.. -·----·---._ .. _____ -------~ · __ . \ STA 1 oe5+51.39 ,-NB RTE 73, 1 o.o' Lt Beg REMOVE CONCRETE BARRIER {TYPE 60) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 ,-.c>it,1>.JAI C:("AI ,::-1<:; •~• 10.,<"UI::""' I ' • 390+00 DATE PLOTTED => 26-A,JG-200B TTUIC P!nTT►n :) 1,1·?11 Is COUNTY ROUTE To~irr p~bSfiT 12 0 73 15.0/17,4 ra 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 TOTAL SHEETS 268 TttJ stfM rf California or Its Gfflc«'s or agetis stoll rd o, rosponslble for tm accur(JCJ or complder,tJss af ektClrTX'llc cc,/tJ6 ff ffl/s plan stm. 3 4 ·;;:-- SB ROUTE 73 3 4 3 4 8f-W-------x-x---•---x---.)(-------- x-, LAYOUT SCALE 1 "=50' L-20 cu 12332 I EA OGOl30 X X >-<D 0 w V) > w 0: w .. .. 0 '-o>-W<D '"o .,: w --'z "'-' '-'-...,.,, .,:w uo 0: w " .,: z ., " .. u w ~ 0 0: .. .,: u >- l!'i ;:: .. .. 0 w V) > w 0: w .. .. 0 >-<D 0 w "" u w I (j '-'! "- V, w 0: 0 z w w ..., w <t I u "' .. .. .. oo .. laeo '"' .... .. .. .. .. 0 .. ... .. < 0 0 + LO 001 NO I~ -' <( I-1-u.Jll) I.LI :J:LLI <llZ -I.LI-' I.LI :r "'u I-<( :::;; No. @ @ @ @ 6 6 6 RAIA.I' R 3064' 3000' 3108' 4500' NB STATION NB-IB. OFFSET 11 02+50 12.00' 1103+00 11 .831 CURVE DATA 1103+50 11.11' l!,. T L 11 04+00 9.84' 20°14'57" 547.14' 1082.86' 1104+50 8.01' 20° 14 '57" 535. 71' 1060.25' 20° 14 '57" 555.00' 1098.41' 1105+00 6.04' 1105+50 4.35' 1106+00 2.93' 7°15'08" 285.18' 569.59' 11 06+50 1. 79' 1107+00 0.93' 1107+50 0.35' 11 08+00 0.05' LEFT w 15.00' 14.83' 14.11' 12.84' 11 .01 ' 9.04' 7.35' 5.93' 4. 79' 3.93' 3.35' 3.05' DIS COUNTY ROUTE 12 Ora 73 POST MILES TOTAL PROJECT 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL OA TE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9>618 TOTAL 288 TIB state cf California or Us offlars or agents 6/rJIJ rd be rBSpMS/blfl for tm acairacy or aomp/deneSS rf electronic ctJP{os cf ffis plan sh,d. ·~ /"----,~ ~~ +~ STA 1108+00~NB RTE 73 10.0'L-t-'RTE 73 STA 1108+30 x~+ END PAVEMENT WIDENING ~ ~ ----x---x--~x---x---END INSTALL CONCRETE BARRIER ~-------_,,,.,, +.____ ---------· (TYPE 60) MEET EXISTING I' -7-... ·--397+43. 7 8 7 8 ----_ ,,,,-~---·'' --· END REMOVE CONCRETE BARRIER -r •••• 8 _ •------------• (TYPE 60) •• REMOVE 1286 LF CONCRETE INSTALL 1288 LF CONCRETE. / 1BARRIER (TYPE 60) rARRIER-(TYf'E -6_0J _ BC 1104'1'90.17 1 ,D 5 • 00 6 7 ·_·_ 1100+00 .. l SB RQtJTE (32 3 4 7 1102+60.41 8 9 11 oo+oo 1 '-ROtJTE 9 BEGIN PROP 600' TAPER NB RTE 73 1099+03.59, 48' Rt 3 73 2 STA Beg SEE 2 1104+53.90 $ NB RTE 73. 20.9' L-t- CURB (SHORT RETAINING WALL) SHEET OD-1 \ 1105+53.90$N8 RTE 73, 17.3' Li" CU B SH RT RETAINING WALL) SHEET DD-1 9 -12~48' I i -- ' L10· \ ,__------,-x-----i,_ /-----lx---x---x---x---x--x------X > ' R/W ,,,,-~ \END PROP 600' TAPER ,1,.~ NB RTE 73 1105+04.76, 42.17'RT ~ ~ x~ ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 ' 2 ' 3 DATE Pt.OTTEO => 28-At.:G-2008 LAYOUT SCALE 1 ''=501 L-21 cu 12332 EA OGOl30 X X X X X 0 w >-V, "' > 0 w w a: V, w > I-w ., a: 0 w I-., 0 '-O>->-Wal "' 1-0 0 -<w -'z w B!:2 '"' u -' V, w «w I UC! u ~ a: Q. w " ., "' z ., w " a: 0 I-z u w w , 0 w a: a. ..J w ., <( u :,: ,-. u :,; ! .. .. .. .. 0 O _, .... -I a: i Ca,"' .. 0 .. ... .. .. 0 0 + 0 ,....,.... N...- 1,.... ..J 4. ~t:, uJ :I:uJ lfl-Z. ..... uJ...l 'd.i ~ ~ ZF'AO.t24,11 STANOARD.2CL PLNSHT IREV.1/!Kll -4 2 1 . 3 4 2 4 ----.... , .. NO WORK THIS SHEET SB ROUTE 73 1115+00 7 8 1115+00 6 7 it ROUTE 73 8 1+)15.+00 -G---7 NB ROUTE 73 9 9 . ,,_- 1-120+-00- 1120+00 1120+00 120+32 L ' 2 DIS COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 15.0/17.4 19.7/23.0 /}/~z &,,/.AA- REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 TOTAL SHEETS 288 TM State of Collfornla or Ifs df/rer$ or og,xts sh:JII rd be responsible for tltJ accuracy or COl1J]lelcmss if eltdroric copies d" ttts plan smd. N4.9.0. 9'26".W- 2 3 4 N49°9'26"W •·1 -'·3· N49°9'2o"W 2 I 3 4 RAMP BA-11 X---x---x ---x---x---x---x----x---R/-W---x---x--x-x,---~ x-x-x-x -x-x_x_x<---- ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REOUCEO PLANS 0 ' ' ORIGINAL SCALE IS IN INCHES DATE PLOTTED "'> 28-AUG-2008 TIME PLOTTED => H: 33 USERNAME => n!ckrori cu 12332 x"-----i X L,_ LAYOUT SCALE 1 "=50' L-22 EA OG0/30 X X X a w >-V> a) > a w w "' !1l w > f-w <( 0: a w I-"' 0 ' o>->-Wal a) >-a a "'w --'z w ::,c, " u_ u --'V> w "'w 0: 0:::::: '-' w a: CL w " .. V) z "' w " "' a I-z u w w , 0 w a: .. _j w "' <( u :i:: I-u ::,; 6¼ 4". 2¼ O¼ -2¼ -4¼ -6¼ Station CY Exe Emb 330 320 310 300 N 0 ..... (0 .._ + -=····Ol-~~~~~----;"c1 0 .._ 0 co + N ,-... . :r.--------=:----:::~:i=+J..__j=----------------------------=----__:_-~4.~.0~0;¼~. ~R'.!Ti·~E~P------------------------------------------------------l}l} ________ [[ ________ [[[J IS Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE ,----<TRANSPORTATION CORRIDOR AGENCIES '----I 125 PACIFICA, SUITE 100 IRVINE, CA 92618 tm stare af (;aflforfia or ifs rfflctJrs a' QIJ(ffs 6/rJII hot be r TOTAL SHEETS 288 f{IS acwrQCf or CJtX1ll)leltines rf Blectroric. ccples CK tth; plan sfl!d. +-=C-1 -2¼ -4¼ -6¼ 01-----===.:.....e=--'-------------'-------,----'-------'-------------'----,--l ........... ;........ .;.......................... I·······<···· SUPERELEVATION DIAGRAM 0 0 0 ··co + . N ,-... ,-... 773+00 ;;; > .. w _j LI:/"""" 773+00 774+00 775+00 774+00 775+00 776+00 "NB •RTE 7:5"TINE ----SGALE 1,so 77HOO 778+00 PG PROFILE "NB RTE '73" LINE • • :·-Hor·t z i : so • Ver+ 1 :1 o ALCOIMENSIONS ARE TN. FEET .LJNLESS dTHERW!SE SHOWN 776+00 777+00 778+00 779+00 301.92'.VC 780+00 781+00 782+00 ·····PROFILE AND SUPERELEYATlON DJAGRAM .. 782+00 330 320 310 300 Exe CY f--+---------------------------------------------------------------------------------------------------__J Emb FOR REDUCED PLANS 0 I 2 3 L.~L-L ____ L ___ L ... J. ... J DATE PLOTTED =e) 28-AUG-2008 TIME PLOTTED=> 1~:51 USERNAME =) niokrori cu 12332 EA OGOl30 ZFA0.!2◄.tl STANDARD.2CL PLNSHT (REV. 1/901 OFllf'.!Nll.! c:;r.AI F' Jc:; IN !l•Jf":MF'C: X ' X >-<D 0 w !!l ,. w "' w I-<( 0 ' O>-wm 1-0 ""w -'z B!::! _,"' <(W uo 0: w " <( z <( "' I-u w .., 0 "' 0. <( " 1-- 0 w "' > w "' w I-<( 0 >-., 0 w "' u w I u w Q_ ~ w "' C z w w -' w <( I u " NOTES: ELEVATIONS SHOWN ARE BEFORE FINAL 1" (TYPE O) OVERLAY. EXISTING ETW LEGEND, YYY.YY Y= PROPOSED PAVEMENT ELEVATION =:xi?\ X= EXISTING PAVEMENT ELEVATION r//,;;:>a PAVEMENT WIDENING [I] OR0 I • ' j I 2" AC (TYPE A) @) 2 PROPOSED ES 1 2 NB ROUTE 73 ETW i'/. ><I VARIABLE AC ~ F7 VARIABLE COLD PLANE (I] ~_j 0"-2" OGAC q;_ ROUTE 73 3 3 17 314.36 IS COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 15.0/17.4 19. 7 /23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DA TE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9Z618 288 T/'tJ state d Collforria or ffs officers or agents sft:111 not be rBSp011Slble for the acctJffX¥ or ccmpl61er,ess of el«:ironlc a,ples of tlis plan sh«tf. 313.27 312-.9"-1 4 314.62 313.33 312.99 314.77 31 .25 '3112.233· ~-12.77 312.83 312.90 10' ES 312.25 : J,L.JY\ ·, .31 312.49 312.59\ _______________________________ j_ ______________ J _______________________________ ._! ---~--'--~_.i_., ___ __.c,.___~c..,___-.)_\ _c.....__..L___~__,_ ___ _,___ __ ----l +BO +18 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN ZFA0ol:2<11Jl STANDAR1l..2Cl PLNSHT <Rlo.V. 1/901 FOR REDUCED PLANS O 2 3 ORIGINAL SCALE IS IN INCHES DATE PLOTTED ::) 28-AIJG-2008 :m.4E PLOTTED=> 15!0'. USERNAME =) nlckrnri CONSTRUCTION DETAILS SCALE 1 "=1 O' C-1 cu 12332 EA OGOl30 X X X X r -~-.----------------------------=~~----------------------------------:---------------------------1~rc~O~U~NT~Y "! ROUTE rtr~r p~b~~~T . 73 15.0/17 .4 6 Ora 1 19.7/23.0 775+00 /,/' / ,, HEE TOTAL NO. SHEETS 35 288 0 w >-V, "' > 0 w w a: V, w > I-w <( a: 0 w .... <( 0 ' O>->-'""' "' >-o 0 <( w -'z w ::,"' "' u_ u -'"' w <(W I U 0 " "! " Q_ w " ..; ., z <( w " oc 0 I-z u w w , 0 w " n. -' w <( <( " I I-u "' BC STA 774+78.02' NB RTE 73 12 LT\ 314.92 315.24 315.40 315.57 PROPOSED ES 315. 73 11;.ROUTE 73 PROPOSED7 ETW \ 315.90 \ -STA 775+60 TO STA 778+66 $ NB R)TE 73 INSTALL 306 LF AC DIKE (TYPED /}F~,'';!; ~_.,u,_ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE IRVINE, CA 9<618 100 TIE state « catffornla or It$ off/res or og,rts 6/rJII r,ot be respons/bls for rm rxwt'OI:¥ or CXX1l{itJW,es6 rx et~c CQfiff6 if ffis pion sft!t!t. ~STA 775+60 TO STA 777+54l.NB )RTE 73 , REMOVE 194 LF AC DIKE (TYPE D \ EXISTING ETW ,EXISTING ES ' 316.57 316.72 \ 1 315.25 315. \ L--:--:.,----:·-::;i..,---7..,--\-;j~;;-7~;;7;;z~7-.::-/.-::>~.3~1~sl'.•·_-;1.j1,//~· ;,':'/'c-_: •• ;:.-7/3i··1;1s~·.:2~s~-•1;.; .. :'" •• 7.;.7:.;;iB~]~3,~;;;'-;~.uiJJ;?[f2£,G;1[Jir0~:iEii7:?;:::;;~i~t~~2°:77·""".;;xii ;/ , / .i{6·~?"177_ V:7037-'\-7.:C::;'.:.,\[';f;-;-,+~'2~~ •31-4.67 • ;315;0 •• // ;>31s:.-2.1' ._.,<>,'./ 31s.3 1.5. · · /;1.5, . _)/ 31 ~> / / • .;,:·· }1-4cJA . :,3-Yj.•,? ;::,;/ /31,4;,-t, . k \ :i:w 1/lz uJ_J w I/JI u I-<( ::;; / 3.l'.4'-62'. • . '/ --------•-----,,_,_,,..,= ~-~ 315.67,/ 312.95 312;.69 EXISTING ES 313.01 312,. 79 PROPOSED 317.83 317.45 317.74 ~. ,,,. ., .. ~-.--:/ 316.54/ ' L.ST A 776+00 REMOVE 165 (TYPE 50) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN 0 2 3 316.89 ~ 1 .19 316.14 316.53 ~ \6.83 7 . / ~/ '-STA 776+00 TO STA 777+40l.CD ET-LC INSTALL 140 LF CONCRETE BARRIER (TYPE 60) TO STA 777+65 $ CD ET-LC LF CONCRETE BAl'lRIER DATE PLOTTED :::) 28-AUG-2008 Tit.tE PLOTTED =o> 15:06 USERNAM£ :=) n I akrnr i 316.22 . -~•/ 316.52_ ~ 315.47 STA 777+40 BEGIN CURB ·, ~i i 315.20 i I $ CD ET-Le~ (TYPE B3-4) CONSTRUCTION SCALE 1 "=20' ~ 1 7 3:.4..68.. ·"/. DETAILS C-2 cu 12332 EA 0GOl30 ZFAO.d:24,ll STANDARD,2CL PLNSHT (REV. l/90I FOR REDUCED PLANS ORIG!NAL SCALE IS IN INCHES 0 uJ >-Vl ., > 0 uJ "' a: V> uJ > I-"' .. a: 0 ' "' I-.. 0 ' O>->-"'., ., 1-0 0 "'"' -'z uJ i3g "' u _, V> uJ .. "' I u::::: " uJ tt CL w ~ .. Vl z .. w ,, « 0 I-z u w w , 0 w tt .. ..J w .. .. u I I-u :,; ' ' ZFAO,t2<1.ll STANOAR0.2CL PU.tSHT tREV. !/90l PROPOSED ETW ETW \ \ I e ; 4.14 14.00 LsTA 777+40 TO STA 778+86 lCD ET-LC INSTALL 146 LF CURB (TYPE B3-4) L__ STA 775+60 TO STA 778+86 lNB RTE 73 INSTALL 306 LF AC DIKE (TYPE D) 9 lROUTE 73 .... ,31 iL26 1 8. 11 1 7. "1 8 NB ROUTE 73 RAMP CD ET-LC LSTA 775+76 REMOVE 374 TO STA 779+50 lCD ET-LC LF AC DIKE (TYPE D) IN FEET UNLESS OTHERWISE SHOWN ALL DIMENSIONS ARE FOR REDUCED PLANS 0 nRlr.lNAI <;('Al I'" 1c; 11\l 1Nr.1-1i:-<:: PROPOSED ES 318.86 STA 777+65 TO STA 781+90 lCD ET-LC REMOVE 413 LF CONCRETE BARRIER (TYPE SOC) DATE PLOTTED ::) 28-AUG-2008 TIME PLOTTED => 1 ~:OA POST MILES DIS COUNTY ROUTE TOTAL PROJECT 73 15.0/17.4 12 Ora 19. 7/23.0 .-.ud, ~;:---;~-/ /n • ~2.. -• o,c;_ REG I STE RED CIVIL ENG I NEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 HEE TOTAL NO. SHEETS 36 288 Ttr: state of Coflforria or ffs officers rr agents smll not b8 rfJSf)OIIS/ble for the OCaJf'acy or comp/8/emss af eleetroolo oop/ttS of ttis plan 6fmf. 3:16.35 316.31 319.68 Nj'--. ~~ ·,., 3-16.65 I.Oi+ '<~16.65 ~EXISTING ETW CONSTRUCTION DETAILS SCALE 1"=20' C-3 cu 12332 EA OG0l30 X X D w >-V, Q'.l > D w w "' V, w > >--w < 0: D w >--< D ' c»->-wm m >---, D D _,w w ::,Z ~ uQ u JV, w -,w :c OP u w 0: ,;_ w " <( ,; z <( w "' a: 0 t--z u w w -, a w "' ._ -' uJ <( <( u :c t--u ::; COLD PLANE 1" OGAC rill +96 ~PLACE 0.1 O' OGAC --------------------- 1" f-2" -:J~ 1~~~~~ l-------------'--;;;P;;;; '2~ ~:;F-A~:-c-a:::E EXfSTING APPROACH SLAB LcoLo PLANE VARIABLE DEPTH L PROPOSED 2" SURF ACE COURSE ON VARfABLE DEPTH AC PROPOSED ETW SECTION A-A PROPOSED ES lj;_ROUTE 73 2 2 RAMP CD ET-LC 3' 9_35 LAGUNA CANYON UtC 3 IS COUNTY ROUTE POST MILES TOTAL PROJECT 12 Oro 73 15.0/17.4 19. 7/23,0 ,,.,, '£-;~ / )J/wL.~/:c, e-;_.,._ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRfDOR AGENCIES 125 PACfFICA, SUITE 100 IRVINE, CA 9a618 TOT AL SHEE TS 288 TM state if ca/lfomla or Ms amcers er agetts s11:Jfl rd b8 res/JOf15/ble for rte aoouracy or ~s of elooln:nlc copies if tfis plan slt!Jd. 3 ,. !! C .. .. ... Oow .... - 3 -77 .\ ..• 31-,30 _ .. ·-~-~-~ •• -•• _ ••• _ • -~~--~l-~-----r--_\\_c ~:-:--_\c~!~7_3_ --~--~ ----w~ -------------------------------------------~----------------------~--------------Cc_c -C --- ~-I ~ -\'.:: -\~ ~ \:: -~ \,; " • • • • = ii i C 0: .. .. 0 .. ,_ <> C :Z:FAO.C24.ll STANDAflD,2.CL PLNSHT !RE.V. l/901 L PROPOSED RAMP ETW L_ STA 777+40 TO STA 781+90 '.iCD ET-LC REMOVE CONCRETE BARRIER (TYPE 50C) ALL DfMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FDR REDUCED PLANS O 2 ' OR!GIN.t.l Sf::AI F l"i IN INr.~F~ DATE PLOTTED a::) 28-AUG-2008 TIME PLOTTED :e) 15:1? USERNAME => r: I akrnr"a CONSTRUCTION DETAILS SCALE 1 "=20' C-4 cu 12332 EA OGOl30 X X X X 0 w >-"' "' > 0 w w "' "' w > ,_ w <[ "' 0 w ,_ <[ 0 ' o>->-Wal "' ,_ <[O 0 _,w w :,Z ,, uQ u -'"' w <tW I LJO '-' ~ "' w (L <> <t <n z <t w "' "' c:, ,-z u w w -, 0 w "' Q. -' w <t <t u :,: ,-u :,; .. ~ .. " .... 0 0 !! Ii e Q, "' .... C"'"' ...... ....... 318 317 316 315 314 313 312 -50 319 318 317 316 315 314 313 312 -50 r-PROPOSED 0.1 o• OGAC I I r-YAR[ABLE DEPTH REMOVE EXISTING ----• CONCRETE BARRIER -.. (TYPE 50) SAWCUT i.---[NSTALL CONCRETE BARRIER (TYPE 60) r-COLD PLANE ROPOSEO 1 , EXISTING ES 1" OGAC PR°lTWED ~~fc\'P51°i~c '·----·. . ----· PROPOSED ETW I INSTALL 2" AC (TYPE A) 0 / ~SPHAL T CONCRETE I (TYPE A) PROPOSED ETW LcoLD PLANE EX[STING 1" OGAC -40 -30 CD ET-LC 778+50 -20 REMOVE EXISTING CONCRETE BARRIER (TYPE 50) REMOVE EXISTING 'DIKE (TYPE 0) -10 0 10 20 n ----INST All CONCRETE BARRIER (TYPE 60) , I i \ 11 'I I I I \ PROPOSED ES i I PROPOSED ETW I ( COLD PLANE EXISTING 1" OGAC PROPOSED 0.1 O' OGAC "PR◊POSED ETW I REMOVE 2" AC (TYPE ' I - -,_ LcoLO PLANE EXISTING 1" OGAC -40 -30 -20 CD ET-LC 778+00 INSTALL 2" AC (TYPE A) 0 INSTALL AC DIKE (TYPE 0) REMOVE' EXISTING DIKE (TYPE 0) -10 0 10 FOR REDUCED PLANS 0 20 ZFAOd:24,ll STANDARD.ZCL PLNSHT lREV.1/901 0Rtr..lN61 C::r':AI !=" !<: I~ INl'l-4~C:: [ . I 318 317 316 31S 314 313 312 319 318 317 316 315 314 313 312 2 I 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 TOTAL SHEETS 288 PROPOSED ETW 10' Shld PROPOSED ES rm state d COflfornla or ffs ffflcers or agerts smll not be resf}CflS!ble far fhB rxx;Uraay or ~ of elfldrrhc COf}8s of ffis plan str,et. (Typ) MBGR 4' , 1' I RolIY9~Is CONCRETE BARRIER I ; ~-_J I SECTION TO I CREATE \ SMOOTH EDGEj • I ---Exist AC Pvm-t 0.10' OGAC_J --- OVERLAY AT INSIDE AND OUTSIDE SHOULDER N.T.S. 317 316 315 314 313 312 -30 SAWCUT ,,....-REMOVE EXISTING / CONCRETE BARRIER (TYPE 50) 'I INSTALL CONCRETE BARRIER ! i (TYPE 60) i I 11 I I \ '1 I I ;COLD PLANE PROPOSED , EXISTING / • 1" OGAC ES I ' I REMOVE 2" AC (TYPE A)\ f ~ _ ~ 0 L --y, -I l~ROPOSEO // ETW I I / [ PROPOSED 0.1 O' OGAC PROPOSED ,-PROPOSED O. 1 O' OGAC ' ,, ,, ,, ,, '-'I 1/ - -c;:::;-C::: ETW I ~VARIABLE DEPTH ASPHALT CONCRETE (TYPE A) ii·-,, ,, ,, ,, PR.OPOSED ETW PRQrs_SED ,, ,, 1/ ,, 1/ 1/ 1/ 1/ 1/ ,, INSTALL 2" AC (TYPE A)[D INSTALL AC DIKE "t' {TYPE .DJ COLD PLANE -0 ••••••••• REMOVE EXISTING DIKE EXISTING 1" OGAC (TYPE D) -20 -10 0 10 CD ET-LC 777+00 ~ 20 317 316 315 314 313 312 CONSTRUCTION DETAILS ' I OATE PLOTTED <=) 28-AUG-2008 TTUF P!OTTFO :::) ;o;:;,, USFRNAUF :::,) n I nk~n.-i CU 12332 SCALE Horiz 1 "=5' Vert 1"=1' EA DGOl30 C-5 X X 317 316 0 w >-V) <D > 315 0 w w 0: V) w > f--w ., 0: 0 314 w f--.. 0 313 ' O>->-W<D <D >--o 0 "w .,z w a.s "' u .JV) w 312 -30 «w ,: u □ u "-! 0: Q_ w Q .;; .. z .. w ~ 0: 0 >-z u w w , 0 w 0: ~ ..J w .. -,: u I >-u 317 :,; 316 315 314 313 312 -30 REMOVE EXISTING CONCRETE BARRIER~ (TYPE SOC) "'rl ~ PROPOSED 0.1 O' OGAC .! -r-VARI-ABLE DEPTH-- I I ASPHALT CONCRETE I (TYPE A) I , -1· ·-J--- -- EXISTING ETW PROPOSED E-TW l l ' ICOLD PLANE II PROPOSED EXISTING ES 1" OGAC I I · ----- I I 1· PROPOSED fRQPOSED I O.lO'OGAC I j:_S PROPOSED 1 n-::::-~ : 1 -nw I Ii ---:.-:.cc ' I ~--~ ,;,-rt--.o~"-',-..1_ PROPOSED ETW , [--LrNSD\hl :;;;··--...c--.::: (TYPE s:,--,i, - ---\--___ J ---~i-I l . INSTALL 2" AC (T;P:-:;1~1-- \ -..... __ 11 --J '-COLD PLANE------~ •1 INSTALL AC DIKE EXISTING 1" OGAC -·-·· {TYPE D) -20 REMOVE 2" AC (TYPE LREMOVE EXISTING DIKE • (TYPE D) -10 0 CD ET-LC 778+00 10 ' ~ INSTALL AC DIKE : _ :·~ (TYPE DI ---; •• ---• ----•••• REMOVE EXISTING DIKE (TYPE DI -20 -10 0 10 CD ET-LC 777+50 20 20 317 317 316 316 315 315 314 314 313 31 3 312 312 317 317 316 316 315 315 314 314 313 313 312 312 1 PROPOSED 0.1 O' OGAC / VARIABLE DEPTH ASPHALT CONCRETE . (TYPE A) [ REMOVE EXISTING CONCRETE BARRIER (TYPE SOC) I ; PROPOSED ES I , COLD PLANE I EXISTING / 1"-0GAC - i I PRO[f.,J""D I =-...___, I · PROPcisEli I ETW I ' I PROPOSED I 0.10'0GAC -30 -30 i PROPOSED i .. ES I I ' I I I / PROPOSED i EIW ' COLD PLANE EXISTING 1" OGAC LINSTALL AC (TYPE D) DIKE -20 -10 0 CD ET-LC 778+88 REMOVE EXISTING\ CONCRETE BARRIER (TYPE SOC) ROPOSED 0.1 O' OGAC I I .---VARIABLE DEPTH AS?HAL T CONCRETE (TYPE A) COLD PLANE EXISTING-Ji' OGAC -20 ,I I I i-1 I I --;t-,dc-! --~ \ i __ \ PROPOSED ES I PROPOSED ETW I LREMOVE EXISTING DIKE (TYPE D) -10 0 CD ET-LC 778+50 10 ,--COLD PLANE I EXISTING 1" OGAC I PROPOSED 0.1 O' OGAC ... "" I PROPOSED ETW 10 20 20 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 2 ZFAO.C24.ll STANDARD.2CL PLNSHT lflE.Y. l/901 ORIGINAL SCALE: IS IN INCi-iFS 3 DATE PLOTTED => 28-AUG-2008 TIME PLOTTED=> •s:27 USERNAME => n:akrori 317 316 315 314 313 312 317 316 315 314 313 312 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 39 288 Tte stam rx t:a/lfornTo or Its offlCNs or agerts stall rd be r~blo for the occurac.t or oomplt!lerl8s6 of 6/BdrMlc COf,{es of tlis pion sted. CONSTRUCTION DETAILS SCALE cu 12332 Horiz 1 "=5' Ver+ 1"=1' EA OGOl30 C-6 X ' X X 0 w >-"' a, > 0 w w a: "' w > I-w <( a: " w ... <( 0 ' O>->-wa, a, I-" 0 «w --'z w =>" "' '-'-u --'"' w <CW I uo u ~ a: "-w " <( <f> z <( w :> "' 0 I-z u w w , 0 w Q'. .. --' w <( <( u I I-u ::, DEPRESSED APRON\ EXISTING CAGE \ TEMPORARY xx----TSF--xx--xx--r. ,---------TEMPORARY GRAVEL / SILT FENCE ~::::::---..._ BAG BERM + 0-.~'---------1 ------------- l CONG SWALE t ::1/.,. J +~ -cis1--xx--xx1/ CONG SWALE -xx-- TEMPORARY FIBER ROLL RING (8" DIA FIBER ROLL) CONCRETE SWALE DETAIL i I DETAIL TEMPORARY F !BER ROLL RING (8" DIA FIBER ROLL) IN EARTH EMBANKMENT EXISTING CAGE SPACING PER PLAN SECTION C-C 73 15.0/17.4 19.7/23.0 REGlSTERED CIVIL ENGINEER PLANS APPROVAL OATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 TOTAL SHEETS 288 T/'IJ State d Callfornla or Ms cfffoers or agetts slKJ/f fl(}( t.e respons/ble for tf1: accuracy-or ccmpltftlllJSs <f fl!edroric CDples of tfis plan shed. TEMPORARY FIBER ROLL RING (8" DIA FIBER ROLL) EXISTING APRON SECTION A-A ~--12' TEMPORARY GRAVEL BAG BERM \ MEDIAN FL ----4-- GRAVEL BAG BERM PLACEMENT IN MEDIAN TEMPORARY GRAVEL BAG BERM \ EP DURING CONSTRUCTION EROSION CONTROL NO SCALE ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN DETAILS WPC-0 FOR REDUCED PLANS 0 ZFAO.C24,I] STANDAR0.2CL PLNSHT !REV. l/90l ORIGINAl SCALE' !S 1N INCMl'"S OATE PLOTTED => 29-AUG-2008 TJME PLOTTED ,a) 1 'i: Cl/ USERNAME => nlakro,r cu 12332 EA OG0/30 X X X D w >-"' m > D w w 0: "' w > f-w .. a: D w f-.. C ' Dr >-wm m >-c D "'w -'z w aQ "' u -'"' w -<W r 00 " ~ a: CL w " .. "' z .. w " a: 0 f-z u w w ~ 0 w a: a. ..J w .. .. u :,c f-u LEGEND: ,xx--xx- I I I I I I ~-"- TEMPORARY SILT FENCE TEMPORARY FIBER ROLL TEMPORARY GRAVEL BAG BARRIER PAVEMENT WIDENING ABBREVIATIONS: TSR TFR TGBB TEMPORARY SILT FENCE TEMPORARY FIBER ROLL TEMPORARY GRAVEL BAG BARRIER IS COUNTY ROUTE POST MILES TOT AL PROJECT 12 Ora 73 15.0/17.4 19.7/23.0 /'ft~,.,,_;r £_../.......,._ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICAi SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 41 28B Tl'B stats d' Calfforflla or Its d'flaers or age,ts stall r,ct be responsible for tm ,x;airaey or COflfJl!llenBs6 at ettcfronlc aop/8$ d' ttls f)lan stet,t. 0 0 6N OI r--u " ~''-•C ',,., ½ <, '"'"" ., <, C °'<•<~ '"">cc. - "" 1)- .. a D- <(3: 1-Vll-W ww z:c -vi _J w :cw UV> I- <( ZFAOol:24,I1 STANDARO.ZCL PLNSHT tREV. I/!;!0J 'f-"--, ________ ,~---------, ___________ x---,_ --~-'.<> • ~ • '·, • C' ,, C• ~C••<•; ::,:,,: ::,,,,:, C 'C •, ' '• •• ' ,,,, <• ': ;,J,,,, ·• ·•' 0 s ,;~i,.::: c. C' :>(-------"""".,.. O""" """~.;. --~-:::~-:;. --~; :::;; ,..._______,_________ 1~=-=-=-=-=-=--=--=--=--=-~~~~~~~~i C &" -"'CCC CCC ·~ ""+~ +~ ·~ +~ ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS 0 I 2 I 3 I DATE PLOTTED => 29-AUG-:?008 TIUJ:' P!OTTl'"O :::::> 1?•""<.!1 TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1"-50' WPC-1 cu 12332 EA OGOl30 X X X 0 w ,_ V, Ol > 0 W w oc V, w > ... w "" OC 0 ~ "" 0 oc w "' ., z ., :, I-u w ., 0 '" .. "" u I- I .. C .. w a_ .,, w "' 0 z w w ..J w "" I u ::, .. "' .. 0 O ., .. " -.. -., "' .. "' C"' .. .. 0 .. ,-<> C 0 0 + ~o 'o i[r-- 3::<( ,_1--- Wv, Ww :i:z "'-_J w w:,: VlU I-<( ::. RAMP -------- ZFA0.CZ4,1l STAMDARD.ZCL PLNSHT IREV. l/901 Lu s. .,.. a, C) C) a a ;,. <'. Lu 703+82 -·-···_ TGBB (5.EA) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN TNCI-IE:S 0 2 i10+0~_ DATE PLOTTED => 29-AUG-2008 TIME PLOTTED => 12: 40 2 USERNAME => nlokro..-i IS COUNTY ROUTE 12 Ora 73 POST MfLE_S_ - TOTAL PROJECT 15.0/17.4 19. 7/23.0 REG1STERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 TOTAL SHEETS 288 TM state of Caffforria or rts officers or ar,eds slKilf rd be re.spons!bls for tflJ oca;racy or aompldeness 17 tJJ«ironlc cop/as of fflo plan sl'a:I. TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC-2 cu 12332 EA 0GOl30 0 w >- "' > 0 w w "' V, w > f-w « "' 0 X w f-« 0 ' 15+00 o>->-Wal al f-0 "'w 0 --'z w {3Q "' u 8 9 --'"' w «w I uo u ~ "' n_ "' 0 ./16¼00c,., '-' ., V> 0 z + ., w Nin " "' 0 ·~ I-z u,-.. u w 0.. "' 3'« .., 0 w 1-- s 9 .,l.NLET PROTECTION "' 1--Vl .. --' Ul w ., ., UluJ u I :rz I-'-' vi- :,; ...J ~ VJU. 1--., ::,; X ZFAO.C24,ll STANOARD.2CL PU,!SHT IREV. !.'901 , , " . 1 ··· .... :: .-.-;,n -"--1"---·4·" ••• RA:MT .... • 3- 2 .. 720+00 · •• 1 TGBB (S EA) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCI-IE:S 0 .125+00 DATE PLOTTED => 29-AUG-2008 TIME PLOTTED=> 12:42 6 1 6 USERNAME => r,iokror; IS COUNTY ROUTE 12 Ora 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REG l STEREO CIVIL ENG I NEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 HEET TOT,fl. NO. SHEETS 43 288 Tte state of OJl!fornla or Its tfnct1rs or ogefis shJfl nd /Je respans/ble for fie oa:uraq, or compldenesS or tJeclronlc a,pfes d ffis plan strd. a s TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC-3 cu 12332 EA OGOl30 • X X >-m 0 "' V, > "' "' w ,__ <( 0 ' O>-wm ,__ 0 <I"' -'z aQ ..J"' <IW uo "' "' " <( z <( " ... u "' , 0 0: .. <( u ... ~ :. ... 0 w V, > w "' "' >-<( 0 >-m 0 "' ,, u w I u w Q_ .;; w "' 0 z w w ..J w <( :c u " .. .. .. Oc"' .. .,, -. -., ...... cm:"' a:o'" ........ 30+-00 0 0 + t')O - I t'l ui- ~i ,-Ill uJ uJ ~z 1/l---' ul::,: ult) Ill,_ <( -::. ZFAO.C24.ll STANElAR0.2CL PLNSHT !REV, 1/90) 735+00 - -35+00 x-x------------- •~•--•---x---X---x-x_ 6-7 8 -37+07 X---x-----RLW.___ x--------------.x------------ X--x--·------ ••7-4-0+00 I TGBB 6 LF ·[5 EA) '.740+48 ·~•----> x-x-x-x-x~ ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIC:U,l.l1.I "ir.bl F I~ IN INr.l-lF<:; DATE PLOTTED => 29~AUG~2008 TIME PLOTTED=> 1?:4'i USERNAM£ => nlakrori 1ST COUNTY ROUTE 12 Oro 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICAi SUITE 100 IRVINE, CA 9.:618 Tm state tJf Ccllforrla or ffs off/CtJfS «-agBds slr11I rd bfJ respooslbla for tm accuracy or comp/dertess of electronic copies rf tfis plan sh!Jef. 3 •74s+oo INLET PROTECTION TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC-4 cu 12332 EA OGOl30 X X ' " w >-Vl "' > " w w 0: ~ w > /-w <( 0: " w /-<( " ' O>->-W<D <D /-" " <(w -'z w aQ "' " -'"' w <(W I uo u 6 w "' a_ w " " V) z 0 " w " 0-0 D ... .:t, /-z 0 w , ... w , u,-.. 0 w Q "' '°'« a. __, w f-1-; C " <( V). 0 :,c w /-u ww - " :i::;z . v,_ 6 ...J w w:i:: V>U f-<( :::; . 745+00 6 " .... fl ·B. \ 7 x---,x, R/W x 'fGBB 6. u: n .£Ai g· 3 2. 3 RAMPEr~4 ,ss+oo 4 • rJNLtt. P,f,lo:rn110N r .... l -4: ,55+'Q0 ,. ,, " 6 " ,, i~ TFR 12 LF STAB .CONSTRUCTION ENTRANCE· • 1 1 1 . COUNTY ROUTE Oro 73 POST MILES TOTAL PROJECT 15.0/17 .4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICAi SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 45 288 T~ stote « Collforda or fts officers er age,ts s/rJ/1 rd be respor,sfbls for tte acrurac; or CC111{ideness of eltJCITonlc copies rf tNs plan 6/rld. 8 760+00 B 8 9 750+00 .... ·1 • • • • • 4 • 755+00 ·G 2 RAMP ET-13 " i!i ;: :: .. "'. C O ,_ .... -1 ii fit C"' .. ...... .. .. .. l \ __ ,, I r ZFAO&f:2"4,ll STANDARD.2CL PLNSHT (REV. 1,901 = -==-"'--=--=--"----=-Z:-~ .$...-.. -..-c-. --::.----- - - - --= =x== =-= = = = =-- - ---- ---~....c-31>" - -,, "'== = =-- - -"'' ,, --x---x-x-.B.LlL._ x---------x--x---.._ x-............__ x-............__ ALL 01MENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS 0 nAlf:U"4l c:r111 ~ !C: JIJ ll\lrut:"C: I 2 I ' I x-............__ ,..._________ '·-- DATE PLOTTED "'>29-AUG-2008 TIU.:-Pl c1TTFn => , ?!AQ IJ<;l"RNAUF "''lo n t nl<rnr i ,, ' ,, ,, TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC- cu 12332 EA OGOl30 5 0 w >-"' a, > 0 w w a: "' w > >-w "' a: 0 X w >-"' 0 4 ' o>->-W<O "' >-o 0 "'w --'z w :, '-' "' '-'-u .J"' w "'w r uo u 0 0 + l[)Q I lD ~ Ur-- a: 0.. "' 11-;;<<( " I-.. V, 1-(1) z .. uJ w ::, a: WW D :CZ >-z <> uJ (I)- "' _J ~ w 0 uJ w:c a: "-_, (1)0 uJ I-.. "' <( <> I ::,; >-u ::,; X X l"F"Ao.f24.ll STANDARD.2CL PLNSHT tREV. 1,'901 765+()() ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FDR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS nS,,ll"!ll•JAI C:("AJ ,::" IC: l"-1 ltJ("I.U:CC: 0 I 2 I ' I 9 770+00- no+oo DATE PLOTTED =) 29-AUG-2008 TTW:-PlnTn:-n ,::) ,?,<;~ 1 -2 2 coUfiTY ROUTE POST MILES TOTAL PROJECT Ora 73 15.0/17 .4 19.7/23.0 REGISTERED Cl VIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9z618 HEE TOTAL NO. SHEETS 46 288 TM staltJ ar Coflfomla or 1tS arf!CtJrs or age,ts smI1 rd t:JtJ rtJSP(J(1S(liB tor ~ awrDCI or comp{den8SS rf efectrm(c cx;p/«; rf ffis plan sfrlt!J. -3 4 -RAMP lC-1 ------~---:_;___ __ __,;._·_..:.._:_·, IJSFRN41.1f: =) n, nkr-nr-i TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC-6 cu 12332 EA OGOl30 X X X D w >-V> a, > D w w oc V> w > >-w <t oc D w >-<t D ' D>->-wa, a, >-.,o D _,w w c,Z "' uS! u _, V> w 0 -:!'.!.:.! o uo 0 ... "'"' I ,:---or-- w 0-.t n: a. ~ .... w " ,-lfl .. V, ~'i z .. w :,; oc 0 1/l::, >-z u w u1 • w 'd,15 , 0 w oc ':&. ll. _, w ~ .. <t u :,: >-u ::; ?rtAn.r,;,,4 n <:Tli.llIDARD.2C:L PLNSHT IREV. 1/90) e STA 7 5+ 6 TO 779+55 CD ET-LC lNSTALL 420 LF TSF ·~-- TSO+OO 71lO+OO ~, -~--~- ALL D!MENS!ONS ARE JN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS 0 2 3 OR!r:.INAJ <:;r:41 F" IS IN IN~I-I~<: 785+00 •. 11: "' ·Ill Lt! UI ~~=t1fc.-~~'.;_.~·~' 0 DATE PLOTTED => 29-AUG-2008 TIME PLOTTED => n:o5 RAMPLC-6 7 7· USERNAME => n-okro,...i IS COUNTY ROUTE 12 Ora 73 POST MILES TOTAL PROJECT 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL OATE TRANSPORT A Tl ON CORRIDOR AGENCJES 125 PACIFICA, SUJTE 100 IRVINE, CA 92618 47 288 rm State cf Caltfornla or M,; tfffcers or agetts stall not be rasponsfble for ~ accuracy or completeness of eleclronlc copies a' tfis pion smd. SCALE 1 """50' WPC-7 cu 12332 EA OGOl30 X X X 0 w >-V, m > 0 w w a: V, w > t-w <t a: " w t-.. " ' O>->-wm m t-0 0 «w --'z w =>" ~ u_ u --' V, w <tW :c uo u w a: a_ uJ " .. V, z .. w :,e a: 0 I-z u w uJ , 0 w a: 0. --' w .. <t u :c ,_ u ::, I :: ...... .. 0 .. ..... ---.. "' .. "' C'" _, .. 0 .. t-.... 0 r- I u a.. ;;,:: I-w w :r RAMP CD LC-ET ---4 •9S+oo_ 795+00- 6 7- 7 --a 9 99+48 8 800+00--2 58 RQUtE 7.3 015 COUNTY ROUTE POST MILES TOTAL PROJECT 12 Or 73 15.0/17.4 a 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9e618 48 288 ThJ sta/ll or Caflfornlo or ffs rfffcers or a,;;erts staff mt be rM?)(IG!blo for tm OCctJrocy or ootTl(ietemss if eJIJdronlc cop/M af tlfs plan strd'. 805+00 0 0 li-~~~⇒~~~~~~~2~-=~~=~=~·-3~•===~~=-4~===~=-7~,9:5 ➔-~~--0~0=--=~=•~u~·===-~-~~------~---~-~--+9·_--_-_ ~ ~ - ~ 8 - 0 _ o r + - o _ o ____ ~-~--~---~~~---~~➔3--~~--~4~~~-~--s-o_sr+_o_o1~f ~ DOU PROTECTION ll. «31: l-t/11- <ll-- w w :i: (/1 --' w w:r <l)U I-<[ ::i; -·-xx-_-xx-_-xx-. -xx---soo+oo ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. 9 -- ,a::c•"' -"'·.""""' := "'=··"' "''~ = c:: -~_ .. ;;:;::; = " " -:·>· • --~-"'. NB._RQUTE n =-==== =~=====:::;;==============~== 4 4 <f ,, ,, ,, 4 4 4 ' 4 ' " " " A' TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC-8 w w (/1 ZFA0,[24,13 STANOARD.2CL PLNSHT IREV. 1/901 FOR REDUCED PLANS nAlr.lNA1 <;;C:AI I=" !!': l!IJ IN~l,II="!':, 0 2 3 DATE PLOTTED :e> 29-A...iG-2008 TIME: PLOTTED :e) n:m; cu 12332 EA OGOl30 L----'---'---L _ _L__ L._ ___ J USERNAME ~> nlokrnri X • X X 0 w >-V> m > 0 w w 0: \'! w > I-w "" a: 0 w I-.. 0 ' Cl>· >-WOJ m I-0 0 °"w -'z w BQ " u -' V> w -<W D uo w a: a. w " .. "' z .. w " 0: 0 I-z u w w ' 0 w a: .. -' w .. -..J uJ w:r V>U I-<t :,;; 6 RAMP CD LC-ET ·-9- "11,,11. II II '"II n =<C --~ _:·#1 ____ -.-.. ~!"~~~::~P~:~!-:-~~-: -~-~-= _ =-= _ --~ -'·-~ -----= ~--~-------_______ ~-~----_____ ._:: ____________ • ___ ---=--~:_ ~/!, i• ___ ~ ____ "-__ ~ -~ -~ _____ --_· ,, ! .. :1: .... -. -.. ,. .. '"' C ,_"' .. 0 .. I-<> C " ,, " " " " " " ZF40i[2'4,ll STANDARD,2CL PL~HT <~E.V.1/90) ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, """""""~ ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE JS IN INCHES 4 8l5+QO _815+00 DATE PLOTTED => 29-AUG-2008 TIME PLOTTED ::s> 13:09 l 6 6 USERNAME "> nlaKrori HEE TOTAL NO. SHEETS 12 Ora 73 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 49 288 Tte state of Callforrio or "s dflCBrs or (lfJ(Jlts s/rJ/l nat blJ resp)(lS/ble for tm r¥DJrOC'/ or comJitkncss af e/tx::fronlc cotittS af tfi& plan s/rld. B ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC-9 cu 12332 EA OGOl30 X < X 0 w >-"' m > □ w w QC "' w > I-w "" QC □ w I-"" 0 ' O>->-wm m 1-0 □ ""w -'z w Bf=! " u -' V, w """' :c LlO " ~ a: CL w " .,_ V, z .,_ w " 0: Cl t-z u w w , 0 w .. .. -' w .,_ "" u CJ: t-u "' I a: "'. .. 0 .. .. ,,, -·-.. ,. " "' CC"' coo ....... < ---x-x~ +'-....--x-x 2 1 2 8/W " , -(I ---!·I " " -·-·1 I " " " " " ~ " " " " " " ---==========---~ " " I! " " " " " " " " " " " " " " " ================JI " ZFA0,(24,ll STAN0AR0.2CL PLNSI-IT lREV. l/90) 3 4 ' I 935+.00 I •r ~~~~A~g~sTRUCTICiN r-. 6 7 ,8. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FDR REDUCED PLANS 0 2 ' ORIGINAL SCALE !S IN INCHES DATE PLOTTED => 29-AUG-200B Tit.lE PLOTTED => 1 3: H I 1 i I USERNAhlE => nickro..-i ROUTE r-u::.r MIL.CC::. nc.c:.1 ,v,,.1.. COUNTY TOTAL PROJECT NO. SHEETS Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9>618 50 288 Tm st/Md Co/lforria or Its afffcers or Ot]8fls shall mt be resf",1J{)Sfble for tre aawroe:t or COfTf)ldMess af eledranlc cc,:Jes rf tlls plan $h!Jtl. TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC-10 cu 12332 EA OGOl30 Q w >-V, a, > Q w w a: V, w > ... w < a: Q X w ... < □ ' o>->-wa, a, ... Q Q 0 945+00·· -<w --'z w 0 6 7 '°<> " o+ '-'-u --'"' w ~"' -<W ,: .... uo u u"' a..<( ;;:,_ ~ 1-"' 0: .. WW w Wz " :,::_ .. "' "'.....I z .. w ::e er W:,:: 0 Wu ,.. z u w "'1-w <( , w ::,; 0 0: .. __, w .. < u ,: ,.. u ::,; X X ZFAOd:2"4JJ STANOARD,2CL Pl.HSHT fRE\f. l/90) COUNTY Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17 .4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 Tm SfatB d Caflf«tia or Ms tff/oers or agerts slrJ/1 mt be responsible for tm aa;uracy or ccmpldeness ff e/ecfrcnlc copies of ffis pion s/rJel. INLET PROTECTION\ 9 " NB ROUTE: 73 ~·=·= =·=·= ==== ~=== = = = ====,.,= ~·::.7.=;.=;=;=.;;=;=~==;=;:.;~.=;;=~=·=•==;"a".=_=_=_=c=::== :_:cc_=.;;;;.[~=•=== =_===0 ~ ==•=~;~ =~ = = ==;;;;= = ===~== ~ =~~ _-: .:f= = = = ~== = ~-:: = :;; ~: =;;; 0 ~= ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS 0 I ' I 3 ' DATE PLOTTED => 29-AUG-2008 TUii:" i:IFl"ITTl:"n ~, <"<•<<: TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC-11 CU 12332 EA OGOl30 X X X >-"' 0 w V, > w oc w I-<C 0 ' D>-w,n 1-0 ""w --'z 5!2 --' V, <CW uo 0: w " .. z .. ~ I-" w ~ 0 0: .. .. " I- .. !! .. C .. D w V> > w oc w I-<C 0 >-al 0 w "' <.) w I " w "- V> w "' C z w w .., w <( :c u " .... .. Dow .... -1 a:~ C .. "' " 0 "' .. u .. \ 0 0 ...-+ .... o I u) u<!' 0--.,<. ~ .... ,-<fl ~ul -;r:.Z-\/l":, ~f; <fl .... • • .d -:z ZFAOIE2:<1,ll ST.lNOARD,2CL PLNSHT (REY. 1/901 . 965+00·· 8 I PROJl:.C:TlON STAB CONSTRUCTION • ~NJRANCE. . .9 . ALL OIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS !N INCHES 0 DATE PLOTTED c=> 29-AUG-2008 TIME PLOTTE:D => 14:03 USERNAME => niakror; Oro 73 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 TOTAL SHEETS 288 Tte Stated Callfornlo or ffs r:ff/cers or age,t.s shall nd btJ rasponslble for ftrJ acaJratJf or complemrteS6 r:f ettx:lrcric ~t:6 ef ttis pion 6ftJef. TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC-12 cu 12332 EA OGOl30 X X X X X 0 w >-"' al > 0 w w a: "' w > ,_ w .. a: 0 w ,_ .. 0 ' o>->-Wal al >-o 0 -<w --'z w =>" " '-'-u --'"' w .,:w I uo u w a: 0-w " .. "' z .. w ::, "' C, ,_ z u w "' ., 0 w a: .. --' w .. < u I ,_ u ::, ,, -c;'"c--~-c;c- -1! COUNTY Oro ROUTE 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATIOl'I CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE,. CA 9,618 TOTAL SHEETS 288 ThtJ stala af Col!fornla or ffs offfa;fs a-fJf}Mis sh:JJI not b8 rBSpXl6/b/8 fer tie aa:mocy or com,JdenesS tf e/tdrorJc copies If flis plan sll!d. -. / .,,_----X---~ --·-·:::--:::-___ ·--.. II·:-::{' ----,,_--K------X\ -:::-:::-,:::-.,::.~---.I/.~ ,-----· ~ -0 & ,,.---~ ____ '1-___ 'I.__ ,...,_, --------.,,_ -+c"'"R, --~ , ~"-~_, -* >I-,- -----------x __yft-~ ""'" ------x _,-,---, -------x _,-,--- ---------------x-------------...---"" x-----------x ------x--------f.; "-_,-,---x ___ x_""' ALL OIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS O DATE PLOTTED :=:) 29-AUG-2008 TIME PLOTTED=> 14:05 USERNAME => niok..-ori TEMPORARY WATER POLLUTION CONTROL PLAN SCALE l "==50' WPC-13 cu 12332 EA OGOl30 ZFA0.C24,ll STANOAR0,2CL PLNSHT <REV, 1/901 ORJGJNAL SCALE IS IN INCHES X • X X 0 w >-u, "' > C w w Ir u, w > t-w .,, Ir 0 w t-.. 0 ' O>->-~"' "' .,c 0 _,w :,Z w u" ~ -' in u w «w :i: UC u "" -I (J a.. 3::« w Ir ,{ w 1-- " "' <( z U) "' <( w :r " °' 0 t-z "' u w w "' , V) 0 w Ir ._ .J w <( .. u ,: t-u .,_~~ :,a ZFAOd:24,!l STANOARO ,2CL PLNSHT (REV. 1/gO) 7 INLET p ,·---. SHEETING THIS APLLLA DIMENSIONS AR N AC E IN FEET CURATE FOR WATE UNLESS OTHERW ~~R REDUCED PLANS R POLLUTION CONTR~~E SHOWN GINAL SCALE o WORK ONLY. rs IN INCHES ' DATE PLOTTED = TIME PLOTTED _ > z9-ALiG-2008 -> '.4:07 - 2 2 USERNAME :) , :i' okror: 12 COUNTY ROUTE TdTciiT PMROILES 73 1 JECT 5.0/17 4 /~ ,;,/4,, /,.---". _ 1 9 • 7 /23: O U, A';C~ REGISTERED ~-CIVIL ENGINEER /lll4. z,r, ~ PLANS APPRO 1 , HEE TOTAL NO. SHEETS 54 288 es d ttis plan slr!d. ble fer ctJn¥}lelelltJs a rtltdron/c ::J5 s/1:JIJ not be resrxx,s1, 3 -4 3 WA lf /tPORARY CONTR~~LLUTION WPC-14 cu 12332 EA OGOl3O D w >-"' m > D w w "' !!! w > I-w .. "' D X w I-.. 0 ' O>->-wm m 1--0 '"w 0 _Jz w 0 a2 "' 0 0 . _JV, w ,....,. -<W :t: 00 0 _,,, ,o (J 0 A. - w ;o;..., " ,__ ,__ w 0.. "'V, . " "' .. V, :i::fg z .. w v,._, ::, "' .., ✓ C I-z 0 w /;fJ w -, ,__ 0 "' :if< "' 0. _J w .. .. 0 :c --. .. J/ '. I-u -,,,~==-,i.(~ "' -:,==·==-~-===.::: . .:,-__ cs, X X ZFAChC24,C STANDARtl.2CL Pi.NSHT GIEV. l/90) 9 1010+00. TGBB (1:l TA) 1 ··• r . ~=:i===~l~-i-i~;.-i~--;~~~=~!"'~R~AM~P~-··~l'\~C~O~_A;' ~--·· --~ 40is~oo • -·,.;: ---·1 12 Oro 73 15.0/17.4 19.7/23.0 REGlSTERED ClVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 Tte stafe of Cofffom/a or Ms dffctJrs or Of]8ds shofl rd be responsible for tm aa:uroq, or cxxttpldemss (f d«tfrotic co,:les of ffis plan s/J!!Jel. ·B 3 4 ·101s+oo . r· INLET PROTECTION B 9 . 101 o+oo l;;_T PROTECTION ---3lRQUTE J.3/c•. -___ ___,_ ____ , ---c---------------------------- ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS 0 2 3 l'.IRlr.:!NA! !';C:AI F" 1,;; IN INr:HF"C. DATE PLOTTED "'> 29-AUG-2008 TIUE f'lOTTED =<> 14!{lq RAMP NCD-1 US£RNAUE: => n 1nkrr,ri TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC-15 cu 12332 EA OGOl30 X X X X Q w >-U) <D > Q w w "' U) w > >-w .. "' Q w >-.. C ' C>->-wm a, >-c Q .. u.J -'z w a~ " u ..JU) w «w :,: UC u w 0: CL w " <[ "' z .. w " 0: Q I-z <.> w w , 0 w 0: .. ..J w .. .. <.> CXC I-u "' I .. ~ ..... oo .. .. .. -.. -.. '"' .. '"' CC_, "'0 .. ,-<> C 0 0 + IOQ -N 10 U-IL 3:,..: I-1-v, w ww :z:z v,--' w w:z: VlU I-< :::; I I I I f I / / " RAMP NCD:..4 .. - 1 2 . -,-~ _;_··-c cc "' 3 rni.s+oo; • SB-ROL!TE .13 ·5 e ' ' ---·: --·:···· ·,·· . ~--------_:_'"""·--··-·-----=--.:... -----~--.-- - --:-.. --.--.. -.-_-_s;:.-~----- -----_-- -·-----='/, 9 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN INSTALL FABRIC IN INLET GRATE THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. ' - FOR REDUCED PLANS 0 ' ' 3 DATE PLOTTED "'> 29-AUG-2008 ' ' IST COUNTY 12 Ora 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 288 TM staffl d Collfornla er ffs dffcers or agerts s/rJII nd t,s ros,x,nsl/JltJ fer fre oca,racy or COfTf}ldelSss rf d«:lranlc cop/¥ d ftis plan sftJd. STA 199+74 TO 200+ 4 NCO INSTALL 121 LF TSF " " " ij " " " ~❖ --c::":l""~-'-'"'"''-'--------"""f ,, .,\\ . ' '~, __ }AMP NA;. • ~ ---• "" uy--, a. \\ "" " ,, " " NCO Pt~tLt}fSTIC SHEETING I • ••• ... WASHOUT /{ fi~~R~TE 4 CONSIRU \Clj1ANt:E ·:-t\i TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1"-so' WPC-16 cu 12332 EA 0GOl30 X ' ' ' D w >-V) m > D w w a: "' w > I-w <[ a: D w I-<[ D ' D>->-wm m 1-D D ""w -'z w aQ " () -'"' w <[W :c ()0 () w 0: a_ w " « V) z « w " oc C I-z u w w ~ 0 w 0: IL ..J w « <[ u :c I-u "' ! .. " .... Oo"' .... -. -.. "' "' .. Ca, .. .. 0 .. I-C> C 0 o· + .'6 ... "'"' ~"' ,o o~ 0-;,:<! I-1-1/l \ju) : ::i::z Ill-.J uJ::,:: wo 1/l I- <{ ::i; ZFAO.t24,ll STAl®ARD.2CL PLNSHT IREV,l/901 :'f C10EA). ·6 PROTECTIO~ ., 4 ~.'. --=·= = ::£.~"" = =-"": ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 3 4 1045+00 8045+00 OAT!! PLOTTED ,::) 29-AUG-2008 TIME PLOTTED=> t~:13 6 6 7 USERNAME "'> ri!akrori 12 Or 73 15.0/17.4 a 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 288 rm stata of Caffforn/a or Us officers or agt:ds smJJ nat be fWIXJ{ISlbla for th!J acwracy or ccmp/Bleness d el«:fr(J(l/c copies rf ms plan 6/rJtfl. 8 • 9 1050+0 INLET ~ROTECTION • 9 TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC-17 cu 12332 EA OG0/30 " " " >-m 0 w 'i! > w "' w I-.. C ' C>-wm t-c "w --'z ::, "' U-...,.,, -<W UC ffi " .. z .. :, ! .. 0 w V, > w "' w I-.. C >-m D w ,, u w I u "' w 0: D z w w -' w .. I u ::, .. .. . 0 O "' .... -,. _ u '"' .... C .. "' a,O G ,_ u .. RAMl?NCD-8 ZFAO.C24,IJ STANDAR0.2CL PLNSHT !REV. 1/90) 2 (9 EA) • 1-055+0()' .. INLET PROTECTfON 1055±00. • ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR AEDUCEO PLANS ORIGINAL SCALE IS JN INCHES 0 2 3 DATE PLOTTED "'> 29-AUG-2008 TIME PLOTTED => 14: 15 USERNAME =) r.lakrori COUNTY ROUTE Ora 73 t"U::>-1 IVlll..l:..> TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 288 Tm state cf Gallfornla or "s rff/ctJl's or ag«ts sfrIII rd be resp:xislble for fie rxaJftlC'/ or oompldeness of et«:/roric oop/M ef ttls plan smtt. TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "~50' WPC-18 cu 12332 EA OGOl30 C, w ,.. V, "' ;;: 0 w w a: !tl t:: > w -< "' C, • w I-.. C ;;:;,.. ,.. wa, tr, .._ c, C, .. .., :55 w "' u_ u ..JV, w ..:w I uo u w "' a_ '" "' .. z VI <{ w :, 0: 0 C ,_ z C u w + '" ~ "'"' 0 w -w, "' •o .. _J w '-'--< « i., 0 I I-u " ,__ tu w ::,:; (/) w w en ,__ ., . ::;' X 2FAO.C:24,/J STAN0ARD.2CL PI..NSH, fR£\I. J/90} '' 1010+00 f i! ' ' ' .r:=======f-==-----~--===- = = = = ~ - - - ~ c : _ - " - ' ' - - - e + - - - - - - e - - - = - - - + - - - - - - - - - e - c _ = - - - - - " ° : 2 _ , _ = _ - c _ - - _ , - c _ - - ' - c - c _ ; _ c _ - _ - 1 J",, ====a a' ---=Cc, , , = = = = = = = _" , = = = =' ~ l?4Mp EJc-r All DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS ORlG!NAL SCALE JS IN INCHI;:s 0 2 3 DATE PLOTTED "'-> 29-AlJG-200B TlM£ PLOTTto => 14:1? 6 12 REGISTERED CIVtL ENGINi:cER PLANS APPROVAL OAT.!:: TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 !RVINE, CA 9Z618 288 rte sraro or Ca/ffor-nta or fts cf"fletJrS or tl'ge('tf6 Sh:lttnotm ~Dk for 1m oocuracy or ~ af elecfronlc Cof)(e,s or 1fls plan sfl/Jt/f. CONCRETE WASHOUT AREA saRoOTt 7.3. ' & 9 9 280+0 at-2 ; , ' , I ' ',; /!/ it I , I , '" TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "~so' CU /2332 WPC-19 EA OG0/30 X X >-m " w ~ > w 0: ·~ .. 0 ffi " < z < " >-u !!J 0 0: n. - ! ... 0 w "' > w « w >-.. 0 w n: V, w QC C z w w -' w .. :c u "' .. .... o., .. tao ...... C ,_ .. ...... >-<> C " \\•s , u--• • ·n STA 66+79 TO 68+29 $ FORD TOE OF SLOPE INSTALL 140 LF TSF STA 6 +44 TO 67+88 BACK OF SIDEWALK INSTALL 140 LF TSF·. UA0,£2,,1.0 STANDARO.ZCL PLNSHT !REV. 1/901 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE tS IN INCHES L.._J _ _J_.J_...L--'---' 9 R/W .390+00 DATE PLOTTED :,,) 29-AUG-2008 TIME PLOTTED ::o;> •,,;:19 -1 RAMP ·FR-~ 2 USERNAME => nlokrori COUNTY ROUTE rnTAf..' PROJECT NO~' SHEETs Ora 73 1t9~HJ 60 288 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE. TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE IRVINE, CA 9<618 100 Tte Slam a Callforria or Its cff/ces or ag,Jds smll nat be rBIS(JO()Slble for t1rJ aocur(10J or ~ of ekdraic GQp/e8 af tits plan stm. x---x---x 3 TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC-2O CU 12332 EA OG0130 0 w >-"' "' > 0 w w DC "' w > I-w .. DC 0 X w I-<[ 0 ' D>->-w,n "' 1-0 "'w 0 -'z w aQ "' u ...J"' w <[W ,: uo u w DC a_ w " <[ V) 0 , z <[ w 0 " 0: + 0 o'° I-z " w N 6l w ,o -, 0 w u~ "' Cl-<( .. ...J "',.... <[ w .. ,.... ,n " ,: I-u w w :::, Wz :,: _ ,n ...J w:,: Wu-·· ,n,.... <( ::;; X X ZFAO.C:2~,ll STANDARD.2CL PLNSHT {REV. l/90) SEi ALL DIMENSIONS ARE THIS PLAN ACCURATE FOR ORIGINAL SCALE IS IN INCHES 4 , ' 1106+00 .. ~ATE PLOTTED :,:) 29-AUG-2008 It.IE. PLOTTED=> 14:59 6 7 ;ES TAB CONSTRUCTION NTRANCE ,< USERNAME => niokrc:-i COUNTY ROUTE rotAf.. 1 PROJE~T Ora 73 REGJSTEREO CIVlL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES i~eI~EACICFAICA, SUITE 100 • 92618 61 288 ;/: stale of Colffomfa ur ffs dflcers or aactJnX;/ or compltJfenes6 of eltx:irori ageris stull rd t,e rosponsfble f. c ~e,s of tlis p/an &h!d. or 8 9 TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1 "=50' WPC-21 cu 12332 EA OGOl30 0 I STI COUNTY I ROUTE l TOTAL PROJECT i'No.'[SHEETS 1 2 I Ora I 73 15.0/17.4 I 62 I 288 19.7/23.0 /);,t,:;/-~~✓~ REGISTERED CIVIL ENGINEER ,, ~~!!ti, , M. ENDR£S ~1,_ /1"6. z,:;,z,,,,,g--~~ PLANS APPROVAL DATE o:z: ~. c.1172so = TRANSPORTATION -II Exp.~ * ..._ ~)'; JV\ ,\i!;,f,~ CORRIDOR AGENCIES (' OF C._~,_;., 125 PACIFICA2 SUITE 100 IRVINE, CA 9 618 Th!J stale cf CcJ/forria or Its offfaars or ageds slall mt be respons/bltt for ttrJ acwr0ot or compftleness er e/tJCtr'rX'la copltJS <f tlis plan .strd. D w >-V) "' > C w w 0: VJ w > 1--w "" 0: D X w TEMPORARY WATER POLLUTION CONROL 1--"" C ' SHEET TEMPORARY TEMPORARY TEMPORARY CONCRETE STAB FABRIC PLASTIC INLET c>->-GRAVEL BAG FIBER ROLL SILT FENCE WASHOUT CONSTRUCTION FILTER SHEETING PROTECTION w,n "' NUMBER "'c D BERM (TFR) (TSF) AREA ENTRANCE ""w -'z w (TGBB) QQ ~ u ..J VJ w ""w :,: uo u LF LF LF EA EA SF SF EA - ~ WPC-1 84 0 0 0 1 0 0 2 0: .. WPC-2 60 0 0 0 0 0 0 0 w ~ WPC-3 96 0 0 0 0 0 0 1 "" z V) WPC-4 90 0 0 0 0 0 0 1 "" w 1-- :, 0: WPC-5 54 12 0 0 1 0 0 1 0 1--z WPC-6 48 0 673 0 1 60 0 2 " w w WPC-7 24 0 420 1 0 0 0 0 , 0 w WPC-8 108 0 540 1 1 60 0 1 0: a ..J WPC-9 36 0 0 0 0 1 w 0 1 "' "" WPC-10 156 0 0 1 0 0 1 " :,: 0 1--u 96 0 --WPC-11 0 0 0 0 0 2 "' WPC-12 84 0 0 0 1 0 0 1 WPC-13 108 0 0 0 0 0 0 3 WPC-14 132 0 200 2 2 0 3500 1 WPC-15 156 0 0 0 0 0 0 3 WPC-16 108 0 366 2 2 60 5800 2 WPC-17 120 0 0 0 0 0 0 3 WPC-18 108 0 0 0 0 0 0 1 WPC-19 84 0 0 1 0 0 0 1 X WPC-20 60 0 560 1 2 0 2000 2 WPC-21 84 0 0 0 1 0 0 1 TOTAL 1896 12 2759 8 14 1 80 11 300 30 .. 2 .. C .. a: .... 0 O _, .. " -=ii~ ...... .. 0 .. .. .. .. TEMPORARY WATER POLLUTION CONTROL QUANTITIES ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN WPC-22 I FOR REDUCED PLANS ~ I ~ 1 I DATE PLOTTED => 29-AUG-2008 I cu 12332 1 EA OGOl30 . TIME PLOTTED => ! 5: 11 USERNAME => nlakrori UAO.C24,ll STANOARD.2CL PLNSHT !REV.1/90) ORIGINAL SCALE !S IN INCHES X X X X X 0 w >-V) ., > D w w a: V) w > t-w <( a: D w t- <( 0 ' D>->- DEPRESSED APRON TYPE 48R GRATE --------------- I l CONC SWALE FIBER ROLL 8" DIA GRAVEL BAG PER SPECIF !CATION ------------- CONC SWALE J GRAVEL BAG PER SPECIFICATION TYPE 900R GRATE I CORRUGATED METAL PIPE FIBER ROLL 8" DIA APRON COUNTY ROUTE TOTAL' PROJECT Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 288 TM stato cf C4/ffornla or Its officers or agatts sfrlll net m respQ{lS{/ie for ~ OGa.Jrocy or oompldemss <f dtJdroric copies cf ttis pion md. wm ., t-0 D "'w FIBER ROLL DETAIL IN CONCRETE SWALE SECTION A-A -'z w aQ "' u _, V) w «W I uo u w a: "-w " .. vi z .. w " "' 0 t-z u w w ~ 0 w a: .. _J w .. <{ u z ,-u "' "' !! .. C .. .. .. . oo .. ..... -.. -.. .. .. '"' C" .. .. 0 .. ,-.... t l l FIBER ROLL STAKED AND ENTRENCHED FIBER ROLL 8" DIA Ji DETAIL IN EARTH EMBANKMENT ZFAO.C24,ll STAt,lOAR0.2ct. Pl..NSHT (REY, 1/90! 12" MIN DEPRESSED APRON 2" X 12" X 24" STAKES STAKED AND ENTRENCHED FIBER ROLL 8" DIA i 6" MIN G SPACING PER PLANS 10' FIBER ROLL CENTERED ON MEDIAN FL EP FIBER ROLL PLACEMENT IN MEDIAN EP SECTION B-B SLOPE OF FINISH GROUND ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES SECTION C-C DATE PLOTTED =) 29-AUG-2008 TIME PLOTTED=> ;S:14 PERMANENT EROSION CONTROL DETAILS NO SCALE USERNAME => r, ! oKrori cu 12332 EC-O I EA OGOl30 I X , X X C, w ,.. V, ,n > C, w w a: <Q w > >-w < a: C, w >-< C, ' c,,-,.. W<D ,n >-C, °"w C, --'z w aQ "' u --'"' w <W I UC> u w a: <L w " .. <n z .. w " "' 0 t-z 0 w w ~ 0 w a: .. --' w .. ""' 0 I t-u ::; I .. .... -Oo., .... -•-u "' .... C"' o, .. o .. o-u ... LEGEND: txX§j WA I I ZF"AO.c:24.ll STAtiOAR0.2CL PLNSHT <REV. !/90) EROSION CONTROL (TYPED) SEED (TYPE 1 ) EROSION CONTROL (TYPED) SEED (TYPE 2) GRAVEL BAG BARRIER FIBER ROLL --:-- L .... >' ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS lN INCHES 0 2 DATE PLOTTED => Q2~SEP-2008 TIME PLOTTED => 08: 00 USERNAME => n:okror: COUNTY ROUTE Oro 73 t'U:::-1 MIL.t:::O TOTAL PROJECT 15.0/17 .4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIF!CAi SUITE 100 IRVINE, CA 9~618 MC.C.I !VIAi--NO. SHEETS 64 288 Tm State d Collforria or ffs dfrcers or oger,ts smfl rd be responsible for tlB acaJl'l30j or ctJl1l{)ldenss6 of tJl«iroric copies of tti6 plan slrJtJI. ·9 EROSION CONTROL PLAN SCALE 1 "=50' EC-1 cu 12332 EA OGOJ30 • • D w >-V, <D > " w w a: !/l w > ,_ w <[ a: D w t- <[ 0 ' ">->-wm m t-" 0 "'w -'z w aQ "' '-' -'"' w <[ w :i: uo '-' w a: [L w <> <[ V> z w <[ 0: " D t-z L> w w ~ 0 w a: .. --' w <( <( L> :i: t-<.) "' I .. .. .. . 0 O w Ii e o "' .. "' C .. "' .. o .. .... ,c 0 0 + _o __ ,o ur--w <( ,-1-wV> w :,:W V)~ w-' W:,: Vlu• I-<( :::;; r· / .... • /* x______RLW__x____.,,...--f' <b. I (le . ,,_"'· Ji .;;. ZFA0,(24.ll STANOARD.2CL PLNSKT CRE:V. l/90) ;;\ . 7Q3+82 • EP ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE !S IN INCHES 0 2 3 49218 SF DATE PLOTTED :=:) 02-SEP-2008 TIME PLOTTED=> 08:38 '·· •... : __ · - ·---.. ,,.__ ···- USERNAME => n:ak.rori JS COUNTY 12 Ora ROUTE 73 15.0/17 .4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9e618 0NO.' SHEETS 65 288 rm state or Collfornla or ffs offlasrs or <Jg8fls 6/rJII lid /:ltJ rt/;SfXIIISlble ror tttJ aa:vrac; or axnpldertes6 rx tJlfdrorlc aople,s (}f tNs pion stmt. '--EP EROSION CONTROL PLAN SCALE l "=50' EC-2 cu 12332 EA DGDl30 X 0 w >-"' "' > 0 w w rr: "' "' > I-w .. a: 0 X "' I-.. 0 ' 15+.00-O>->-W<O (0 I-0 0 ""w -'z "' aQ ~ u 6 7 _,"' w «w I uo u w rr: ,;_ w 0 " .. .; 0 z + X .. w " a: Nt.n 0 I-z ,~ u w ur--w w., , 0 w 716+0-0 1 rr: ,-.t-n. _, w UIVl .. <( u I UIUI I-u :i:z :,; v,_ w--' UI:,: Vlu I- <( :::;, X X ZFA0.C24,ll STANDAR0,2CL PLNSHT !REV.1/901 .20+00 .. 72o+OO· EP 1 3 2· 1 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS 0 2 ' ORIGINAL SCALE JS IN INCHES DATE PLOTTED "'> 02-SEP-2008 TIME PLOTTED=> oa:42 ·········RAMP 6 PGR--·3 ·7 COUNTY ROUTE Oro 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA1 SUITE 100 IRVINE, CA 9~618 66 28B Tie State ti Cc/!forda or Its ufflcers or Ol}tJds shall net be respoosfble for tte accuracy or CfJITIIJ/tJ/'tJs of eiedrorJ/c ccples rf ffis Plan stm. 130+00 9. EROSION CONTROL PLAN SCALE 1 "'=50' EC-3 USERNAME => nlaKrori cu 12332 EA OGOl30 ' X ' 0 w ,_ V, "' > C w w a: V, w > ,_ w .. a: C w ,_ .. C ' c>-,_ W<D "' ,_ « □ C ...,w w ::,Z "' uS! u ..JV, w -<W ;,: uo u "! a: w 0. " .. V, z .. w " a: 0 I-z " w w , 0 w a: .. ..J w .. <>'. " ;,: I-u :::a "' ! ... ,. ... Oow .... -; m: i C .. "' "'0 .. .. .. .. 0 0 + ,..,o I ,.-, ur- uJ <! .......... u.1\/1 ulu.1 ::i:z \/1 __. u.1--' ul::,: \/lu ..... ,4 :::. UAO.C24.1l STANDARD.2CL PLNSHT fAEV.1/90) 1 3 2 x-x --X-X--x -735+00 6 .. -35+00 6 4 735+00 ' 3 6 7 RAMP ET-4-e 7 B -740+00 GRAVEL BAG BERMS .. ON CONCRETE DITCH 9 2 +40+4B 740+ Na. Ro1.rr1:: rJ. 740+00 ---x---x---x-x-RL.1t__ X--x ,......________x __ x _________ X--x ._______, _____ x-x-x -x-x-x-x- ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 DATE PLOTTED => 02-SEP-2008 TIME PLOTTED=> 08:50 US£Rt,t,4.M£ "'> n!oKrori 2 COUNTY ROUTE TOTAL' PROJECT Or 73 15.0/17.4 a 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DA TE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 NO .• SHEETS 67 288 Tm ~ ,:x Collfornlo or ffs ifflcer8 or agm-s slat! not be r8Sf)OIJS1ble for th8 QGCJ.Jracy or COITJJ/(J/Mes6 d' 81«:fronlc ccpltJS d' ftis plan smef. 4 74s+oo EP EROSION CONTROL PLAN SCALE 1"=50' EC-4 cu 12332 EA OGOl30 X X □ w >-"' m > □ w w a: "' w > I-w <( a: □ w t-<( □ ' □>->-w m m I-□ □ «w ..Jz w aQ "' u ..J"' w <(W r ()□ u w a: "-w " <( V) z <( w :, a: C, t-z u w w .., 0 w a: <L ..J w <( .. u r t-~ "' I .. .. .. .. Oom :; e u ....... C .... ., 0 .. ..... .. 6 o. 0 + v"' ,..,. u,.._ w., ;..f-wvi w :rw v,:Z -w-' W:r Vlu f-<(. :::; 74s+oo ZFAO.C24,Jl STANDARD.2Ct. PLNSliT (REV.1/901 ,50+00 6. 7· *' ;·---2 --,r-~-•"· 755+00. ,. 750+00 1 2· 3· 4 GRAVEL 8AG BERMS ?55+00 ON CONCRETE DITCH 3 ----- ..155+00 EP .750+00. 2 ·3 755+00 x---x-x __ x __ x-_------.._ ,......_______ ,......_______ ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS 0 ORIG!NAL SCALE JS IN INCHES ,......_______ ,.......______ x- DATE PLOTTED => 02-SEP-2008 TIME PLOTTED=> 08:55 1 ·6 7 6 l··· 6 1 COUNTY ROUTE Ora 73 t'U"'I MJL.C.;:> TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIV-ll ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9,618 68 288 TtB state d catfforria er Ms dflcers or age/ts sto/f r,o/ be respoosfbls for tm acruracy cr ccmpleleness d eJ&:lror/c CO{)les tf ttis plan ffl!t!I. 9 B 9 ?60+00 8 EROSION CONTROL PLAN SCALE 1 "=50' EC-5 USERNAME .::> n I okrnri cu 12332 EA OGOl30 <o D w >-V> ,n > D w w "' V> w > ,_ w -< "' D X w ,_ -< D '-o>->-wm ,n >-o D ""w ~5 w ~ u_ u JV> w -<W I UD u w 0 "' 0 w 0.. + " u,O ., V> I ID z X ., w c..,r--IX " C, w<C ,_ z ,__,__ u w w w"' , w WW 0 "' :r:z .. -' "'~ w ., "" w--' u I '1,'. ,_ u W:,:: ::, "'u f--, <( :::;; X 4 765+.00 , X .. ,;._ ' ,, __ • RAMi>'crflc-Er. 1 , ,, , , , , 8 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS 0 .......... ,.,., ... ,.., ... ,,. ,., ... ,.. ....... 2 3 ' 9· 770+00 _.1 DATE PLOTTED => 02-SEP-2008 2 Ora 73 15.0/17 .4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9z618 HEE TOTAL NO. SHEETS 69 288 Tie state Of Catlforria or "8 officers or agerts s/rJ/1 rd be rosr,«15ftk for tte oco.Jracy or complB!eness ar eJecflTJ('l{c ocp/86 of ttts plan stm. 357 SF 9 EROSION CONTROL PLAN SCALE 1 "~50' EC-6 cu 12332 EA OGOl30 " w >-V) m > C w w a: V) w > f--w <[ a: C • w f--<[ C _,,,,. ' c>->-wm m >--c " 0 ""w -'z w 0 ~Q "' .\-u -' V) w <S),r, <CW ;c UC u \ ,-<J,- ul.<t w ~ a: "-'ii "' " u> .... <[ VJ ui--' z <[ w " er 'IA"£ " .. z ~·::.::_ " w "' "::< -, 0 w a: .. -' w <[ <[ " :,: ,._ u ;;; X ZFA0>t24,IJ STAN0ARD.2CL PLNSHT {REV. !190l . RM.IP co t::e~E1 ••• . 8 • ·G 2 32941 SF 2 3 ---- FIBER ROLL 13121 SF ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS 0 ORlr.lt.iAI <:::r.AI I'" 10:: JN !Nf:t-11'"<::: L ... I 2 I 3 I 4 785+00 DATE PLOTTED :) 02-SEP-2008 TIUF" Pl OTTEO => (lQ, 11 7 USERNAMf :a:) nlnkrnri IS COUNTY ROUTE POST MILES TOTA\.. PROJECT 12 Ora 73 15.0/17 .4 19.7/23.0 //f~'~Y...,wc... REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 70 288 T/18 state rf Collfonia or Its rfffcers or oge,ts s/rJII not be responslbhJ for tf1J rx:aror:t or a;mp/tkness of e/BC!ronlc coplos cf tlis plan stm. 9· $/fR··o····u· ·r· · 8 .• :. •• 1;·73 9 LAGUNA CANYON R EROSION CONTROL PLAN SCALE 1 "=50' EC-7 cu 12332 EA OGOl30 0 w >-V, "' > 0 w w er V, w > ... w <t er 0 X w ... <t 0 '-O>->-W<D rn '""o 0 "'w --'z w f;Q "' u --' V> w <tW :,: 0;· uo u 0 + ,-.o I 0> "-! CJ,-. cr w<C w CL " ,-1-<t V> wVl z X <t w WW " a: 0 ::i::z ... z v,_ u w w.J w , W::,: 0 w 790->00 .. cr Vlu .. --' I-w <( <t <t u ,: ::;;-... u ::> 790+00 \ X X ZFAO.C2<1.ll STANOARD.2CL PLNSHT tRttV. l/90! ss+oo .. 2 -1- + \LAGUNA CANYON ROAJ2 .. J.!LC_ GRAVEL BAG BERMS ON CONCRETE DITCH -a ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS 0 ORll":::1!\IAI <::r.t.J I"" !"-IN INrJ.u:·,:: I_ ' I , I 14795 SF DATE PLOTTED =:) 02-SEP-2008 TlUF" P!OTTFD => n<.,1,:1 USfRNAMle => r.ln!<.rnri DIS COUNTY 12 Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17 .4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA 1 SUITE 100 IRVINE, CA 9<618 TOTAL SHEETS 288 rm state d Coflfornlo or Its dffcers or agents s/rJ/J nd be resf)OIISlble for tte acaJraQ' or wmpleteness d eledrorlc oo,ies d ttis ,:Ian smet. FIBER ROLLS EROSION CONTROL PLAN SCALE 1"=50' EC-8 cu 12332 EA OGOl30 X X X 0 w >-"' "' > D w w °' "' w > I-w .. "' 0 w I-.. D ' C>->-wa, "' ,_c 0 "'w --'z w ;3Q "' u --'"' w <tW I UC u w <r a. "' " <t V, z .. w :, "' 0 I-z u w "' ~ 0 w <r .. _, w .. .. u :c I-u ::;; ! .. .. .. .. Oo"' .... -I a: I ...... ...... ........ 0 0 6 + a:, If) o· 6"' w< 1-I-wVl WW :i::z v,_ w---' W::i:: "'u I- <( :::; . .,. os+oo··· EP '6 RAMPG!}ET-Lc··· . --.-·-. ~---~-r Zl"AOo[:Z.4,1) STANOAR0.2CL PLNSHT <R£V. l/901 7 9 8l0+00 FIBER ROLLS 807+47 4 (INLET ALL D!MENS!ONS ARE !N FEET UNLESS OTHERW!SE SHOWN TH!S PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS 0 ' n~u-;;u,1.11.1 c:.r..i.1 i:-1~ IN n.ir-1 .. u::-c:: L_J_ .. L ___ 1_ 2 L ' I 815+00 815+00 815+00 OATE PLOTTED => 02-SEP-2008 TIMI: PLOTTED=> O'l:17 6 7 6 6 USERNAME ::) r.lnkn1ri 1 IS COUNTY ROUTE 12 Ora 73 POST MILES-TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 rm state of Caflfornla or ffs officers or agerts sh:J/1 not bB resp,nstbkJ for ffe accurocy or COl1f]lmness of elt!dron/c a,p/es a lfis plan slr!d. 0:: 8 ROlJit 13 8 -8 EROSION CONTROL PLAN SCALE 1 "=50' EC-9 cu 12332 EA OGOl30 X X X C, w >-"' m > C, w w a: "' w > f-w <( a: C, w f-<( C, ' D>->-wm m f-C, C, "'w -'z w [3g "' u -'"' w <( w I ""' u w a: <L w " <( V) z <( w " a: C, ... z u w w , 0 w a: .. _, w <( <( u a: ... u ::, i :: ...... 0 C _, .... -.. -.. "' .. "' C .. "' .. 0 .. ... .. .. ZF,1,0,(24.IJ STAN0ARD.2t:I.-PLNSlff fRE:V.1/901 2 3 4 935+00 2 .3 NB HOU.Ti:: .1.3 6 7 s lROUTE 73 9 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS 0 na,t,,11JAI C,('At C" ,., ,.., ,.,,..UC"C" J 2 ' I I ! I 1 I DATE PLOTTED => 02-SEP-2008 TIW:C Pl t'lTTl:'n : ~ f"IQ • ?7 Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 HEET lOl"AL NO. SHEETS 73 288 T/rJ state of Caflforfia or ffs offlcsrs or agtJfts s!rJII rot bt!J responsible for ttB accnracy or ccmp/dMess ef eladrmlc W{Jles rf ttls pion sfrd. EROSION CONTROL PLAN SCALE 1 "=50' EC-10 cu 12332 EA OGOl30 0 w >- m > 0 w w 0: w > f-w <( 0: 0 • w f-<( 0 ' o>->-win m f-0 0 0 ""w 945+00---'z w 0 ·6 7-----0 aQ "' + u --'"' w 01!) «W :,: ~...-00 u I en u W<( ,.... ,.... V1 ~ w "' "-ww 6 7 "' :CZ " <( v,- z V, ...J <( w w :, 0: w:c 0 ,-z v,u u w ,.... "' <( , ::; 0 w 0: ._ --' w <( <( 0 a: f-u ::, X IF IBER ROLLS ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS ORJC.IIJAI c:;r41 I'" t<:: lJ\l IIJl""l,II'"<:; 0 I 2 I DATE PLOTTED => 02-SEP-2008 TildF. PLOTTF.O :=) Hl:01 USERNAME => nlokrorf IS COUNTY 12 Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 ~fEE TOTAL NO. SHEETS 74 288 Tie State Gf Colrforlia or gs tffla,rs or ar,erts s/rtll rd bt: resp()l)Sflie for 1/B aca.Jr/'JC/ or ccmpfetenass if elt:drrdc oop/es r:f tlis ,:4on 611,d. EROSION CONTROL PLAN SCALE 1 "=50' EC-11 cu 12332 EA OGOl30 • 0 w >-V) m > C w "' "' V) w > t-"' <( "' C "' ,-. <( C '-• C>->-Wal m . ._ <[C 0 ...,w w ::,Z "' uS! u -'"' "' <tW I 00 u ~ IC 0. "' " <( u, z <( w " "' 0 t-z <.> w "' , ·o w t< n. ..., w <( <( <.> :c t-u ::, i C .. ..... 0 O U . .. ---.. .. .. " ...... COG ,-0 C 0 9<>.••;~oo ·· 0 .. .-o .-'9 '"' 'e, .... ,-- ~\(\ ~i \(\ ... -_.l ~5-,JIU ~ -,,:~,W-?A l'I <TAIJ!'l.&INUl'CL PLNSHT IREV.1/90) 3 FIBER ROLLS 6 6 ALL OJMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS nPu':mJAt <:r'Al C" ,c::. IM , ... r-uc-<: 0 I 2 I 3 I 9 9· ·--A ·---970+00 970+00 EP DATE PLOTTED => 02-SEP-2008 TTUI" Pl nTTl'"n =,) \(l,(\Q 2 NB ROUTE 73 U",l'"RNAMF =:) n1.-,:,.,-.-,,-; 2 COUNTY ROUTE Ora 73 POST MILES TOTAL PROJECT 15.0/17.4 19. 7/23.0 REGlSTERED CIVlL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 75 288 Tie state rf ca,rrornra or Its afflOBrs or ogeds s1K1/I nd bB re6/Xlfl$lble for ttrJ accur0t:t or comp/ehJml;s rf electrcdc oopf~ of tlis plan sfm. PLAN EC-12 cu 12332 EA 0GOl30 0 w >-V, <D > 0 w w "' ~ w > ,_ w .. "' 0 X w ,_ .. 0 ' O>->-wm <D ,-0 0 "'w -'z w a~ .,, u -'"' w «w 0: uo u 0 ~ 0 "' +" w o._ "'"' " ~...-<{ V, I C,, z <{ w ~.d " a: 0 ..... ,_ z ,-\/l u w w t\ui ~ 0 w :t:-Z "' 0. _, \/l- w ..J <{ .. ul u 0: ui:t: " ,_ u vi'-' " ~ :;. X 7FAO.r24.l) STANDARD,2CL PLNSHT IREV. l/90) 2 3 If.ROUTE 73 4 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS 0 nR1r.1Nt.l c::r1>1 f" !C:: 11'1 lt.irLU::'<:; I 2 I ' I 9as+oo DATE PLOTTED => 02-SEP-200!i TTUF PIOTTFn :) in,,, llSFf:INAUF :) r;lnkn,ri POST t.lILES HEE TOTAL DIS COUNTY ROUTE TOTAL PROJECT NO. SHEETS 12 Ora 73 15.0/17.4 19. 7/23.0 /~...,/.£"' &/..-v.- REGJSTERED CIVIL ENGINEER PLANS APPROVAL DA TE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9z618 76 288 Tm stata d' Collfom/a er "s offfcers or agertls shoJI oot be r8SfX)f)Slbls fer tft: acaff«¥ or canp/6/Mess rf t:ltdrarlc co,ies d' ttis plgn slrst. ..,. -I <.J ,.,_, ,._ $ EROSION CONTROL PLAN SCALE 1"=50' EC-13 cu 12332 EA OGOl30 • X 0 w >-V) " > 0 w w a: "' w > r-w <( a: 0 w r-<( 0 ' o>->-W<D " r-0 0 «w -'z w GQ '"' u _,"' w <(W :i: uo u ~ a: n. w " .. V) z .. w " "' 0 >-z 0 w w , 0 w er ll. _, w .. <( 0 :i: >-u ::, I .. .. .. . Oo a, . "' ---.. .. .. "' C .... " 0 .. .... C 0 0 +· "'6. -a, 0 a, . 1 UJ<( ,_I- ....,V) !'Jw ::c :z: V) -2 _J ...., UJ::C (/)(J ,_ <I'. :::;; ·99s+oo .6 ·7 6 / ---i----------1--- ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS 0 2 ' ORIGINAL SCALE !S IN INCHES 9 9 1000+00 1000+00 DATE PLOTTEO "'> 02-SEP-2008 TIME PLOTTED""> 10:21 . S.B . ROUTE 7:3 . 1 2 USERNAME => r.loKrari DIS COUNTY 12 Oca ROUTE 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED C[V1L ENGINE.ER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 HEE TOTAL NO. SHEETS 77 288 Tl1J stata of Callfornla or Its afffcers or r,gents sh:Jil nat be rfMl)OflS!b/e for tte accurOC/ or complden&S6 af elednXl!c cq;les rf ffis plan 5/r!S. 3 4 4 EROSION CONTROL PLAN SCALE 1"=50' EC-14 cu 12332 EA OG0130 0 w >-"' m > 0 w w 0: "' w > I-w .. 0: 0 X w I-.. 0 X ' O>->-wm m >--o "w 0 .Jz w 0 aQ " u 0 .J"' w -#-"···-.. -<W a: UC u .,..,,, -o ,o ()-,.,_, w ,_;:5 0: "-f:J"' w " ., Vl I#!# z ... w ,_., " 0: ,.,_,..., 0 I-z ,.,_,~ u w VJ() w , ,_ 0 w 0: " •• n. _, ~ ... w 9 • • 1010+00 1010+00 .. .. u :c I-u ~ . ' h X 3 2 It.ROUTE 73 3 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS 0 2 4 l015+00 6 ROLLS 1015+00 1015~00. 6 DATE PLOTTED =a) 02-SEP-2008 7 POST MILES TOTAL DIST COUNTY ROUTE TOTAL PROJECT SHEETS 12 Ora 73 15.0/17.4 19.7/23.0 /),t,u,k~~- REGISTERED CIVIL ENGINEER PLANS APPROVAL ·DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 288 Tm stam (f California or Its afffcers or age,,ls s/rJ/1 net be rtJSpOflSlble for tie accurOUJ or ccmpldMMs of ekctronlc oo,:ias tf ttis plan st1JBI. ·8 INLET 8 ,ozo+oq • .. -,-•-. ·,,- 8 RAMP NCD-1 EROSION CONTROL PLAN SCALE 1"=50' EC-15 cu 12332 EA OGOl30 • • • • 0 w >-V, "' > C w w 0: "' w > >--w <( 0: 0 w >--<( C ' C>->-WO> "' ""o " ""w 55 w "' u_ u _, V, w <(W :I: uo u ~ 0: w a. " ., z V, ., w :> a: 0 ... z u w w , 0 w O'. .. -' w ., ... u :i: ... u ::, I .. .. .. .. oo .. .. .. ---.. .... '"' C"' _, .. 0 .. .. .. .. 0 0 + .,,o _N ,o u-w., 1--I-w"' WW ::cz "'-WJ W::,: "'u I-• « ::; I I I f I I / / • 1· 2 .... 2 ZFAO.C24.ll STANDARD.2CL PLNSHT !REV. l/90) 3 4 3 4 Hl25+00 1025+00 •... SB .R.OUJt •. 73 6· 6 7 If.ROUTE 73 8 NB. RO.UTE 13 ·',JpJ>o ''q, ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 ' IS COUNTY ROUTE POST MILES TOTAL PROJECT 12 Oro 73 15.0/17 .4 19.7/23.0 /fr~-« £/AL,- REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 79 288 TID state rf catlfonia or "s rfflcers or agent,; $/r;l/1 rd btJ respXISfb/s fa- fie atXJt.Jracy or ~s rf electron/a copies rf tfis plan slrJIJt. I ,{;;441,i; ~J,;; • , v...,:f·· 6' 9 • r INLET 1030+00 • 932 sr, NEWPORT COAST BR. NO. 55 ·159 ·,,_ I .. .J··•. DR. U/C/, R DATE PLOTTED => 02-SEP-200B TI!.!£ PLOTTED => 1 o: 32 USE RN AME => n ,' oKr-or" _, < EROSION CONTROL PLAN SCALE 1 "=50' EC-16 cu 12332 EA 0GOl30 " w ,.. "' "' > " w w a: u, w > I-w <( a: " X w I- <( " ' o>-,.. WIO m I-" .. ., " -'z w BQ "' u ..JV, w «w I u" u ~ 0 ffi a. 0 " + .. <I) ,s,,r, z -'° .. w :, a: ,o " u- I-z uJ..: u w w w~ ~ 0 w 0: n. ..J uJ .. w ~~ <( u er ,,,_. I-u ul..J ::e ul~ 1/l(..) ,-« • EP ::,. X ZFAOa[24Jl STANDARD.2Ct-plJllSHT !REV. i;gQ) 104-0+00. INLET 9 1040+-00 8 ,-.--. .. :--~04T:;;5ir 2 INLET· 2 X ;s13 ROlJTE. 73 . 4 3 ALL D[MENS[ONS ARE TH[S PLAN ACCURATE r:o:EET UNLESS OTHERW[SE SHOWN EROS[ON CONTROL WORK ONL y. 2 ' 0 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 4 )( R/W X 6 1045+00 DATE PLOTTED => 02-SEP-2009 TIME PLOTTED => 1 o: 33 6 7 usERNMliE => n I ckrorl COUNTY ROUTE POST MI LES TOTAL PROJECT REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES J~t1~~~1~ici26~~1TE 100 TM state of CalrfOrnla If, ti» ~<XJ/ or CtJ(flp/d:,,,S/ ,:r::;;:: ~s s/KJII trot be f'OSP(lll5ltJO f, c -• tf tlis plan s/Mt. or 8 !NLET 8 EROSION cu 12332 9 FIBER 9 CONTROL SCALE 1 "=50' EA OG0130 PLAN EC-17 X X 0 w >-V) OJ > 0 w w a: V) w > t--w "' a: 0 w t--"' 0 ' O>->-WO! OJ >--o 0 "'w -'z w aQ "' u _, V) w "'w :,: 00 u w a: D.. w " ., z V> ., w ~ 0: C .. z 0 w w , 0 w a: ._ --' w ., <( 0 cc .. u :,; 0 o. + r--0 -IO I 0 u-_ w« t-1--w 1/) WW ~~ w-' W:r. V>u t- <( :::;; ·-0 5.0+06 --1 ·2 2 2 FiBER ROLLS 3 8053+53 4 ---,,----,,---- , _____ , ___ , ___ , ___ ,, ___ ~,---x---->, 71'"liltf?4.ll ST.&t,mMiD.:>r.1 PU.ISIIT tR~V. l,'<inl 1-055+00 1055+00 SB ROUTE - 6 1 8 6 7 8 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS 0 2 ' > 73 9 9 -' ,.oGO+OO 1060+00 DATE PLOTTED => 02-SEP-2008 TlUIC C>!/'\TTrn =" '""""' Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 Tl'B state of Cmfforo/a or trs dflcers or Ofl6lis s/rJlf rd be r8SPJfl$lb/e for tm acwracy or comp/deooss d dednxic copies rf tfis plan smet. EROSION CONTROL PLAN SCALE \ "=50' EC-18 cu 12332 EA OGOl30 0 w >-~ "' 0 "' "' a: ~ "' f-w <t ll: 0 • f-., 0 '-0>->-"'"' m f-0 0 .., w -'z w ::,"' "' "-0 _,.,, w <w :r 00 0 w ct n. "' " ~ "' .. w ::, "' 0- f-!il 0 u w + "' tn··· ., ~"' 0 w ,r ,o .. _, '-' -w .. .., w~--u :r f-u ,_,-.. "' w<n w ::i:: <n w w (I) ~ fr 8 £P -:,; 7 ---"" 8/W x ---X 1070+00 2 All DIMENSIONS ARE lN FEET UNlESS OTHERWISE SHOWN THIS PlAN ACCURATE FOR EROSION CONTROL WORK ONl Y. FO~ REDUCE!) PLAN$ 0 ORIC!NAL SCALE: IS IN" lN"Cl'-IE"S DATE PLOTTED :=) 0?-SEF>-2oos TIME: PLOTTE:O <=) ;0:37 USERNAME => n.'Gkror-i 7 d' COUNTY ROUTE Oro REGlSTE~£D CIVlL ENGINEER PLANS APPROVAL DA.TE: TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUlTE 100 IRVINE, CA 92618 I~ S!ola er CD/Jforn10 or Ifs Gffiws or r.J9Bnt.s s/rJI/ oot be r~ble for Ms axurocy, ar ~ d e/fJcfroric aq::/M d' ffis p/t;IJ smtJ!. EROSION CONTROL PLAN SCALE 1 "=50' cu 12332 EA OG0/30 EC-19 X X ' ---------------------------------------------------------------------------------------------,:,~S::;rC~O:U:N~T:YT~.;-ouTE TO~~rrp~b~i~T 73 15.0/17.4 288 _.-,-_;~ ,'j; -i,.i~'? ~\',; ,, ' Cl w >-V> m > Cl w w a: ~ w > >-w .. a: Cl w >-.. Cl ' Cl>->-wm m >-Cl Cl .. .., -'z w aQ " u .., V> w <tW :c on 0 ~ a: 0,, w 0 " ,,;-0 .. z + .. w a,O a: " C, -(X) ,. z ,o " w u-w w..: , w 0 a: 1-I-IL .., w 1/) w .. .. WW " :c :,::z ,. u 1/) -:,; w..J w:,: 1/) c., I-< :::;; 2 l 6 1 9 1 8· 9- 108'5+00 6 1 e fROUTE 73 9 ------------------- 285+00 6 FORD RD.I BONITA CANYON DR. U/C BR. NO. 55-760 R RAMP BC-2 8 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. FOR REDUCED PLANS ...... ,,..,u., ......... , .. ,., , .. ,.. ..... ,. 0 ' 2 ' 3 ' 9, 390+00 - 1090+00 . :_290+00 DATE PLOTTED "'> 02-SEP-2008 12 Oro 19.7/23.0 REG1STERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 TftJ State of Callforria or "s officers or (](J(Jfls stall nat be rtJSPOl)Slblo for tre acairac; or ~ of electroliC copies of tits plan sfed. 3 , 4, _SB _ROUTE: 73 2 3 4 0 0 -N I FIBER ROLLS AT BOTTOM OF DISTURBED AREA rFIBER ' RO ~ 2 2 3 _NB ROUTE 73 1-w w :,: 1/) w w 1/) EROSION CONTROL PLAN SCALE 1"=50' EC-20 cu 12332 EA OG0/30 0 w ,. V) ro > 0 w w a: V, w > >-w "' ,r 0 X w ... "' 0 ' O>->-~ro "' <I;] I;] -'z BQ ~ u _, V) w <W r 00 u ~ ,r w a_ 0 " 0 "' z VJ + .. w o"' :,; a: Na> 0 I-z ,o u w u~ w W« ., 7 8 6. 0 w ,r I-I- n. _, u,Vl w .. "' Wu, u ::c :x: z I-u vi_ "' w-' LLl:x: Vlu I-<[ 6 :::; RAMP BC:::2.· .. •··. X ZFAO.C:24.ll STANDARD.2Ct. PLNSHT !REV. V90l H0G+00 1100+00 ALL DIMENSIONS ARE THIS PLAN ACCURATE FOR REDUCED PLANS ORIGINAL SCAL!c: IS IN INCHES z· 3 0 2 1105+00 INLET --··-·· ... ,. ·-., • _., ....... ·~. - OAT£ PLOTTED -TIME PLOTTED :,> 02-SEP~2008 -:o:«G 6 6 7 USERNAME => r,Jokr-or-i DIS COUNTY 12 ROUTE !-'OS! MJLl::.S TOTAL PROJECT REGISTERED CIVlL ENGINEER PLANS APPROVAL DAT~ TRANSPORT A TJ ON CORRIDOR AGENCIES 1 125 PACIFICA, SUITE RVINE, CA 92618 100 ttx, QGC(Jfar7f or cm,p(e/Me$& '6 afffcers or ag«ts stall rd rf tiledrnnfc ccples ,:f tNs pl~/:::l:'lie for rm state rf Catlforria or • 8 9 8 9 EROSION CONTROL PLAN SCALE 1"=50' EC-21 CU 12332 EA OGOl30 DIS1 COUNTY ROUTE I Tdi-iIT p~b~itT ISHEE TOTAL NO. SHEETS 12 Ora 73 I 15.0/17 .4 85 288 19. 7/23.0 ~-, /'.02~ /)fµ;,/,,,-/, • ~-. REGISTERED C[V[L ENGINEER Al ~..,, ~rt ~ /14'4 . '2.6, a,,,,g /%~•-ENDRES l a:: NQ. C472§0 1::0 EROSION CONTROL <TYPE D> SUMMARY PLANS APPROVAL DATE ~ Exp.~ ll-L- EROSION CONTROL (TYPED) TRANSPORT A Tl ON ¾,/'!' JV\\,~//,~ CORRIDOR AGENCIES or o.u:,v~ 125 PACIFICA2 SUITE 100 IRVINE, CA 9 618 Ttr: state of cat/fornla or Us officers or ogenfs shJII rd be responsible for ttB acr.tJRX¥ or rx,mpltlleness of t:Jtdronlc copies r.,f ttis plan sfr,d. SHEET SEED (TYPE 1) SEED ( TYPE 2) EROSION CONTROL EROSION CONTROL NUMBER (HYDRAULIC MATRIX) (BIOFIL TRATION) D FIBER ROLLS GRAVEL BAGS w ,.. V> "' > D w w 0: !!l w SHEET NUMBER LF EA > I-w ., a: D w SY SY SY SY EC-1 11 0 1 2 I-. cl EC-1 0 6461 0 0 EC-2 60 0 EC-2 0 5469 0 0 EC-3 140 0 EC-3 0 5700 0 0 EC-4 170 90 EC-4 0 5089 0 0 EC-5 80 82 ' EC-5 0 4142 0 0 170 1 2 D>-,.. EC-6 W<D "' EC-6 2163 7302 0 0 >-o EC-7 30 0 "w D EC-7 1 890 3660 0 0 110 11 2 -'z w EC-8 B9 " EC-8 1644 4893 0 0 140 u EC-9 1 2 -'"' w «w I EC-9 0 2982 0 0 EC-10 190 12 uo u EC-10 0 3815 0 0 EC-11 160 12 EC-11 0 5679 0 0 EC-12 180 12 EC-12 0 6283 0 0 EC-13 320 36 w EC-13 0 6425 0 0 EC-14 150 12 a: w a. EC-14 0 4509 0 0 EC-15 290 36 " ., .; EC-15 0 5277 0 0 EC-16 210 24 z ., w EC-16 0 4064 0 0 EC-17 290 36 " 0: D EC-17 0 5027 0 0 EC-18 180 12 I-z u w EC-18 0 3712 0 0 150 12 .w EC-19 , EC-19 0 3373 0 0 EC-20 890 12 0 w 0: EC-20 0 2283 0 0 950 1 2 n. -' EC-21 w EC-21 0 2865 0 0 ., -< u cc 99009 I-u SUBTOTAL 5697 TOTAL 4920 548 :,; TOTAL 104706 (21.63 AC) 0 0 EROSION CONTROL COMPONENT QUANTITIES SUMMARY (NJ PURE LIVE PURE LIVE PURE LIVE PURE LIVE HYDRAULIC STABILIZING COMMERCIAL EROSION CONTROL HYDRAULIC MATRIX AREA EMULSION FIBER FERTILIZER COMPOST SEED SEED SEED SEED BLANKET MATRIX COMMERCIAL (TYPE 1) (TYPE 2) (TYPE 3) (TYPE 4) FERTILIZER SY LB LB LB CY LB LB LB LB CY LB LB (TYPE D) SEED (TYPE 1) 5697 210.0 2730.4 26.3 3. 1 73.5 0.0 0.0 0.0 0.0 o.o o.o (TYPE 0) SEED (TYPE 2) 99009 4562.6 47452.2 456.3 64.9 0.0 2025. 7 0.0 0.0 0.0 0.0 0.0 (HYDRAULIC MATRIX) 0 0.0 0.0 0.0 0.0 0.0 0.0 (BIOFIL TRA TION) 0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 ' 0.0 0.0 .. 2 ,.. C .. .. ... oo., .. " -. -.. "' .. "' ...... .. 0 .. ....... ~ EROSION CONTROL QUANTITIES ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN EC-22 PAY ITEM QUANTITIES SHOWN BOLD I FOR REDUCED PLANS ~ : ~ ' IDATE PLOTTED -> 29-AUG-2008 7 cu 12332 I EA OGOl30 ' . TIME PLOTTED=) 15:23 US£RNAME ;) nioK•ori 2FA0ol:2<1,IJ STAt-UlAR0.2CL PLNSHT !REV. l/90) ORIGINAL SCALE IS IN INCHES X X X a w >-Vl "' > C w w "' Vl w > ,._ w ., "' a w ,._ ., C ' C>->-wa, "' '""c a "'w --'z w aQ ,, u --' Vl w ., w I UC u lliOO STATION 0 DRAINAGE SYSTEM OUTLET (0), VENT (V), or CLEANOUT (Cl) TYPE OF OUTLET, VENT, or CLEANOUT @ DRAINAGE UNIT EARTH DITCH CONCRETE DRAIN LENGTH OF OUTLET, VENT or CLEANOUT EXISTING OUTLETS, VENTS EXISTING CLEANOUTS Bl PAVEMENT WIDENING -,- ------.,, EXISTING INTERMEDIATE CROSS SLOPE INTERCEPTOR EXISTING EDGE DRAIN/UNDERDRAIN PROPOSED EDGE DRAIN ~ STA 685+05 RTE 73,~•--------------RTE 73 • JcX!ST. ING 48 SER w/GRATE •----+10 rG 500.25 ----CL ·pHQTECT .. JN PLACE •--------------2 • " ._ ·> ·--------------·---------6, . . . < x---------x • ······/~TA,&8~:~0J.'.~~~ ;:> NOTES: 1. Offsei"s For InleTs In Paved Shoulder Ar-eas Are Taken To Edge Of Shoulder. Offsets For Inlets In Unpaved Areas Are Taken To The CenTer Of Grate. 2. Stations, Offsets, and Elevations for Drains and Channels are Approximate and Sha I I be Adjust-ed in the F"ieid, 3. "Special Thickness" For RCP Require 1-1 /2 Inches Minimum Inside Walt Cover Over Reinforcing Steel. 4. Int-ermediate Cross Drain Interceptor Extend To Proposed Edge of Shoulder, See S-td Plan 0990. 5. Southbound Drainage Not Shown. 6. Outlet-s and vents not terminating in inlets shall hove a rodent screen cop. RTE 73 +50 V 0 C C 16' 30' "--_x ___ x- RTE 73 +40 Cl 2 6' RTE 73 +30 V 0 C D 16' 59' 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 71" stare « catlforolo or rts tff/mrs ar ogents slKJII nd be respoosfbla for tm occurUC!/ or ~ of eledrOfllc a,plss of tlis pion sleet. RTE 73 +40 CL 2 6' RTE 73 +00 V 0 C C 16' 30' 1AC ··~Vi;_13SJD~ DR-AJN -· ---... -.. / __ , s{:. ~~1+6b q: R-i{ 73j• rS~~-·~a:~+oo ,o STA 100+00 ti.RTE 73 -x.,_ __ '"---k ; -"-x-x-x---x!----,x----'~,x- "' QC 0. w " ., V> z " "' :, "' Cl ,._ z u "' w , ~ 0 QC n. ..J w " < u :,: I-u ,. RTE 73 +90 CL 2 6' ZFAO.tZ4.1J STANDAR0.2CL PLNSHT !Fil:.V. l/"901 RTE 73 +20 V 0 C C 16' 30' AC OV£HSIDE ~HAI~ 1 / :,1~~;rttlbU~?NkF~~~~s~:tJ~ ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS 0 , I 3 I .MAINTAIN EXISTING DJTCH FLOW LINE. DATE PLOTTED => 02-SEP-2008 TIIJI'" 1>1nTTl'"n "'"' ,,;,,10. 6 ST A 697+30~ RTE 73, O' RT '\EXISTING 48" RISER w/GRATE 12'X16' Cone APRON 1TG 561.98 \PROTECT IN PLACE \ \ . .\ I \< DRAINAGE AND CONTOUR GRADING PLAN SCALE 1"=50' D-1 cu 12332 EA OGOl30 X X 0 w >-V, m > " w w "' !!l w > t-w <t 0: 0 w t-<t " ' O>->-wm <D t-" ""w 0 -'z w a~ "" u -'V> w <{W r uo u w 0: 0-w 0 c., " 0 z "' + " w 0 " "' -o 0 J-z J,r--u w w f-., ~ 0 w w>-a: WVl ._ --' w Iw " <t Viz u r J-u -W...J ::, w VJ:,: u f-., :::;; RTE 73 +00 V O ('· C C ,_ 16' 30' .!s , 1/ X~x_/~ I .... O:c C:,· C, 0. Ji ~. ,,, ZFAOd:24,ll STANOAR0.2CL PLNSHT CREV. 1/901 RTE 73 +00 V 0 C C 16' 30' ~--- .r l --_ _:.. RTE 73 +10 V V C C 16' 16' 105+00 _ 6 ----- ,'MAINTAIN EXISHNG / DITCH FLQW LINE 7 ______ _ ---------- RTE 73 +20 CL 2 6' RTE 73 +00 0 C 30' 9 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS 0 2 ORlr:;JNAI ,::;r:.c.l I'" IC:: IN 11111":.I-II'"':; OATE PLOTTED => 02-SEP-2008 TIME PLOTTED=:) :o:so ' IS COUNTY ROUTE t'O;;.! M1Lt.:::> TOT AL PROJECT 12 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICAi SUITE 100 IRVINE, CA 9.<618 Ht:.t:.1 !VIAL NO. SHEETS 87 288 Tte stare of Collfornla or "s dffcers or ageds staff rd be respotJS!bls for tte oa:tJrOCJ or ccmplefeness cf eledronlc ccp/BS d' tlis plan 6/r!let. J fxjsTING_ B">ERFORATED--.__ PVC.~UNDEHUH"A1N ____ .... -PR.OT[CT JN.PLACE-- 4 3 0 -0 + '!2"' r--I 0 <[ ,...,... v,W w w:i: zVl ---' Ul w :Cl/l u ,... <[ :::;; DRAINAGE AND CONTOUR GRADING PLAN SCALE 1 "=50' D-2 cu 12332 EA OG0130 USERNAME => ~cokrori • X ,.. "" 0 w "' > w a: w I- <( 0 ' O>-Wal 1-0 ""w -'z GQ -'"' <tW uo a: "' " <( z <( :,; I-0 w ~ 0 a: n. <( 0 ,- ~ ;:: .. ... 0 w V> > w a: w I- <( 0 ,.. "' 0 w " 0 w I " w a. "' w 0: 0 z w w .., w <( I u ::, .. ... 0 O "' .. " --_ .. "' .. "' ,c .... .. 0 .. ,-<> C l-5+00 0 0 + Ill N.-··- 1 r-e, <{ 1-+-wv, w :cw v,z -w-J w V,:C u J-<{ :::. 5TA 717+82.64 RTE 73 O' RT EXISTING 48" RISER w/GRATE TG 551.30, 12'X1 6' Cone. APRON PROTECT IN PLACE . MAINTAIN EXISTING·· DITCH FLOW LINE 6 r· ZF"AO.c24.ll STANOAAD.2CL PLNSHT <AEV. 1/901 8 - . 9 20+00- STA 719+51.50 ~ RTE EXISTING MH-2 iRim Elev 547.1 !ADJUST TO GRADE ). i 1 2 73, O' RT 721+50 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS D 2 3 ORIGINAL SCALE !S lN INCHES 725+00 ·r·· EldstriiG: 8." ... ekRFORATED 1 • ··-PVC UNDERDRMN. .... . ·, 1'ROTECTTN PLACE i . ·--. I 725+ob. RAMP ET-1 DIS COUNTY ROUTE POST MJLES TOT AL PROJECT 12 Ora 73 15.0/17.4 19.7/23.0 /jY~~~.AL.- REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 """ TOTAL NO. SHEETS 88 288 Tie state rf Callfornlo or ffs offlCNs or CJ!}Mts shJfl rd bB responsfb/6 for tflJ accurar::t or completeness (If 81«:lronlc aoples cf ttis plan 8teet. • 9 • ..• -po+o.o ·g DRAINAGE AND CONTOUR GRADING PLAN Z,, ,, {t DATE PLOTTED => 02-Si::P-2008 TIME PLOTTED=> 10:53 USERNAME => nioKrori cu 12332 SCALE 1 "=50' D-3 EA OGOl30 X X D w >-u, <D > D w w "' u, w > f-w .. "' 0 w I-.. D ~ 0: "-w " "' V> z "' w " "' D I-z u w w -, 0 w 0: .. ..., w "' .. u :c I-u :,; I "'a: .. oo .. . .. ---.. .... ,. ,c .... "' 0 .. .. .. .. 30+00 - t:FAOd:24,ll STANDARD.2Cl. PLNSHT !REV.1/90) 1- EXISTING OUTLET EDGE DRAIN7 INTO UNDERDRAIN -1 PROTECT IN PLACE \ -735+00 6 2----8 9 ~STA 730+00 TO STA 737+00 'i_RTE 73 _ L :~~fX~ VJ-o"'LiEti1~~ RIP-RAP STA 739+50 (j: RTE 73, O' RT CVTC"TT~I,... llU-1 Rttii~--'E"i~~/460'. so PROTECT-' lN'PLACE 37+07 _EXISTHIG -_ __ OUTLET -EDGE DRAIN STA 737+00 TO STA· 742+63([:RTE 7~ -- -INTO .. UNDERORATN -- •pfiQTECLIN -PliACE EXISTING INTERMEDIATE CROSS DRAIN INTERCEPTOR EXTEND 12 LF TO PROPOSED EDGE OF SHOULDER -CONSTRUCT 566 tF TYPE B;-DRAIN ' \ EXISTING-OUTLET -EDGE INTO UNDERORAIN, _____ PROTECT !N PJ.AC.E ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS 0 r,g1c11,JA! ,:;.rAI ~ 1,:;. lt,J 11,!('L.I~"'-I 2 ' ' ' \ I .\ --\ 74.o+oo - 1 EXISTING OUTLET EDGE INTO UNDERDRAIN PROTECT IN PLACE DJS 12 73 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 288 T/rJ state cf Collforria or ffs afflrers or ogerts stall f'IDf b8 responsible for ttrJ rxxvrar:j or com,:16leness at electrode cop/M rf tlis plan s/Ed. rfh\STA 742+70'i_RTE 73, O' RT / ½EXISTING 48" RISER w/GRATE DR IN ) @TG 440. 70, INV. 423.50 A --, 1 REMOVE 12'X16' Cone, APRON II/ CONSTRUCT NEW 48" RISER 8' LT CONSTRUCT 12' X 16' Cone APRON rJtTI~c+J0Lw RJ~" l~ Cs) f~gTft~ER48 Cone COLLAR AND // SALVAGE AND REINSTALL GRATE / 4 BR GRATE AND FRAME / (SEE DETAIL SHEET DD-1) STA 742+25 (j: RTE 73, O' RT / i iaI~;lt'.~4~s~_ 1 _, _____ . I ;1 [[~s7~~_i ___ 8hTO STA 745+00 I 3 J PRQTECTT~ PLACE i r r -_ \~lT~%L1:xlith~~ -igghg§~l~s I STA 739+50 RTE 73 O' RT 745+0o EXISTING. JS-1 --TG -440,84° ' ,PROIE.CT -[N PLACE 740+48 --1 - DATE PLOTTED => 02-SEP-200B TTMF" PIOTTF"n => 1fl,<;<; USFRNAUE' => nin~rciri I NB 73 + __ 88 ;y- e 7'. 4 --g + "' ,...,, r-.' 0 i,_ -tni.,, w w:r 2(1) --'w STA-743+88 TO :r/½ STA 74$+00 _ U 'i: -NB--RTE_ 73 f- REMOVE J f2 LF "" EXISTING --::, EDGE DRAIN 4 lEXISTING INTERMEDIATE CROSS DRAIN INTERCEPTOR EXTEND 12 LF TO PROPOSED EDGE OF SHOULDER DRAINAGE AND CONTOUR GRADING PLAN SCALE 1"=50' D-4 cu 12332 EA OGOl30 X X 0 w >-V> m > 0 w w "' V> w > I--w <( "' 0 w I-- <( □ ' □>->-wm m I--□ "w 0 -'z w aQ "' u JV> w «w I u □ u w "' n_ w " ., .,; z "' w ::; "' 0 1--z " w w -, 0 w a: .. ---' w ., <( 0 I 1--u :,; I " .. -0 O"' tea .... "' ...... .. o .. .... .. 0 0 + IO ...... I I'--Cl 1--.., tu,__ tu(/) :Z:tu -V) ;z --tu....J tu Vl:Z: u 1--.., ::;;- ·_·7 ,STA 745+00 TO STA 754+00 ! iNB RTE 73 / REMOVE 900 LF EXISTING EDGE DRAIN --6J_ 7 -1so+oo - 9 rsTA 745+00 TO STA 754+00 iNB / INSTALL 900 LF EDGE DRAIN / MATCH EXISTING ACCESSORIES RTE 73 :r·· EXISTING. ~" --_ PERFORATEO - ·• ----PVC. UNDERORAIN ----PRQTECT -rn PLACE 6 EDGE OF -SHOULDER -----._-/ ' ' 7 9 9 '._:750+"00 750+00 ZFA0.C24,ll STAN0ARD.2CL PLNSHT CREV. !/90) 2-- rEXISTING -TYPE B ~RAitj· PROTECT Il>l PLACE -2- FOR REDUCED PLANS 0 2 3 OR!G!NAL SCALE; IS IN INf:HI"<:; L_____JL__i _ __L _ _L_.L_____J DATE PLOTTED :::) 02-SEP-2008 TI~E PLOTTED => t n: % 1ST COUNTY ROUTE POST MILES TOT AL PROJECT 12 Oro 73 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9:<618 HEE TOTAL NO. SHEETS 90 288 Tfr: stam ,:f Cdfforrio or Its officers or ager,ts shall hOt be respons!ble tor tte tJCCI.JfQC/ or comp/efBneso of electronic cor,Je.s of #is plan sleet. $6 RtJl.liL 13 8 9 " ,, " " " t, US£RNAM£ => ri!at(ro..-i 7- 1 7!',0+06 D-5 cu 12332 EA OGOl30 X X X X >-"' 0 w V> ;; w 0: w ,-. " 0 ' O>-WOJ ,-. .,o __,w :,Z u<e JV> -tW 00 0: w " " z " ::, ,-u w , 0 0: a " u ,- !ii ;: :: 0 w V> ;; w 0: w ,-. " 0 >-"' 0 w "' u w I u w o_ V, w er 0 z w w _J w ., :c u ::, ..... .. o .. ., .. -.. -... "' .. .. C .. .. .. 0 .. .. ...... g + 0 I.Ou:> .•• I I"--• C <( 1--1-- uJl/l uJ :CuJ v,z -W-' w 1/l:C u I-<" ::::; NB 73 +75 V D O' 3 NB RTE 7.3 \()' LT_ fNLP. <o DRAIN STA 767+95 TO STA 768+17 b 'i. NB RTE 73 INSTALL 20 LF OF 24" AP CONNECT INTO EXISTING GCP INLET ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS 0 ' ' ' " no+oo 1 c EXIST! G GCP NLET REMOVE CONCRETE APRON CONSTRUCT 6" CONCRETE CAP w/ 24" MH COVER AND REGRADE AREA TG 316,69 INV 309.86 DATE PLOTTED .e::) 02-SEP-2008 2 IS COUNTY ROUTE POST MILES TOTAL PROJECT 12 Oro 73 15.0/17.4 19.7/23.0 /}'1,-,;,../4./,:e~AA,.- REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9,618 '/,Ji,': TOTAL SHEETS 91 288 Tffl stam rf Catffornla or Its afffW6 er ogetts sfr11/ rd b8 resp:;,18lble fer tte OCfJIJtO(Jf or com,xereness d el«:lron/c copies <X ttis plan &ttJet. 4 . RAMP LC~1 EXISTING EDGE DRAIN TO REMAIN DRAINAGE AND CONTOUR GRADING PLAN SCALE 1 "=SO' D-6 cu 12332 EA DGQl30 X X X 0 w >-V, "' > 0 w w a: !!! w > I-w .. a: 0 w I-.. 0 ' O>->-wm m '""o 0 <w -'z w aQ "" u -' V, w .. w :c uo u w a: IL w " .. "' z .. w " 0: 0 ... z u w w ~ 0 w a: .. ..., w .. <t u :c ... u "' 0 0 + "' <9<-I<- o.d'. ~~ ul -::,;ul -· "'~ u.1-' 'd-.f, ':;, ~ STA 778+2 D EXISTING INTERMEDIATE CROSS DRAIN INTERCEPTOR REMOVE UPPER 3"0F EXISTING G-2 INLET AND CONSTRUCT G-2 INLET TG 314.06 INV 311.00 I STA 778+24 TO STA 778+64~ lCD ET-LC FILL EXISTING PIPE AND INSTALL 40 LF 24" AP Zf'.6.0!(24,13 STAN0AR0.2CL PLNSHT lREV. l/90> . 7-80+00 .-7BO+OO I --------- ~TA 779+15 lCD~T LC RECONSTRUCT G-2 INLET TG 314.20 INV 302.40 (SEE SHEET DD-3) I I L@EXISTING 45 TO REMAIN LF 24" AP e STA 778+66 lco ET-LC RECONSTRUCT G-2 INLET TG 313.98 INV 307.22 (SEE SHEET DD-3) ,,. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS 0 I 2 I ' I Iii . If'!" " ' "' 1fi " '_I! " ' ' " il_l,. lf'I '"!l "' di 11: ill ' " " ··-.;;..-_ _;_~~;-~~=---~ ;:?--• 0 DATE PLOTTED =) 02-SEP-2008 TIM► Pll'lTT~n :\ 11•1"1<"l DIS COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 15.0/17.4 19.7/23.0 /'°)'Z,-,;,k-c~ ~...v-- REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 92 288 TM sttJte d Collfom/a or Hs d'flrXJrs or ag,ds slrJII rd tii, responsible for ttrJ acairaey or oomplS8fl888 af 81ecfron/c cxipl8S d" ffis plan sir.et. --a rEXISTING 8" BRIDGE DECK DRAIN RELOCATE, SEE· i 8 ~Roun ,·-•_;_. ___ ,_ . _, ____ _ \> . EXISTI~G ~;, ---• • • •.'DECK DRAfN -_-:PROTECT IN PLACE SCALE 1 "=50' cu 12332 EA OGOl30 PLAN D-7 • X 0 w >-V> m > 0 w w "' V, w > t-w -< "' 0 w t--< 0 ' C>->-W<D <D t-0 0 ""w -'z w aQ ~ u -'"' w <IW :i: UC u ~ "' n_ w " -< .;; z -< w ::, "' 0 t-z u w w , 0 w "' .. .., w .. ... u cc t-u "' ··"· -.. 3 0, 0 + 0 r-cn .>'-" I r-0 "" 1-1-Wt/l w :i::w· v,z. -• W-' • w v,:,: u I-"" :::;; EXISTrNG TERMINAL DRAIN INTERCEPTOR EXTEND 4 LF ZFA0,£24,IJ STANOAR0.2Cl.. PLNSHT !REV. 1/90) · RAMP GD LG-ET • STA 791+91 CD ET-LC 11' LT REMOVE EXIST NG GD-1 INLET RECONNECT 24" AP TG 364.93 INV 357.40 .. 4· 95+oo .. co El'"t.c •• 7 .. 99+48 800+00 ·000+00 +00 CL 2 6' 1 2 +60 V C 7' rs COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 15.0/17 .4 19.7123.0 /.-~-/)f~, c: £, e,,.;_ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 •• Ji?~tfs NO. 93 288 TIie state at caJ!fornfa or ffs afffcers or agtJllfs stDI/ rot be resJX)f'ISlble for ft,, accuracy or ~s of ell!dronfc copies of ftis plan smJt. 4 805+00 .•• . . -0., cc<• . , ,ftii'"~'"'"'";,,.;·Y"·~r · .• • • •. • • • ., • ,, • • •• • • • •••••• • .'"-,iffilnl'r"Nrn+..ii'-"/B\'n::7'f3¾4lf4';"'{a83~'~R~T • • ROSS DRAIN INTERCEPTOR /k. _ ~pl INLET XTEND 12 LF TO PROPOSED ·<0 00 0000000000000000 -- --:::-::, ::, .::: :::- ::-.::: •;:49·· r=c~.,.-r··"""····· ,lo<",<. b .D 37'..: :.+00 CL 2* 4' R/W ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES DATE PLOTTED => 02-SEP-200S TIME PLOTTED => 1;: 11 USERNAME => nlakrori 4 4 ,, " 4 ,l ,, 4 " ;,----- , ,, ,, ,, k DRAINAGE AND CONTOUR GRADING PLAN SCALE 1"=50' D-8 cu 12332 EA OGOl30 X X >-"' C w V> > w a: w ,-. « C ' C>-wm ,-0 "w -'z i:}Q ...IV> «w uo <C w " « z « " >-u w ~ 0 <C .. « u >- ~ :. .. C w V> > w a: w ,-. « C >-"' C w ,, u w I u "! 0.. Vl w QC 0 z w w ..., w « I u ::, .. .. . 0 O o, .. " ---... .. .. "' Ca,"' .. 0 .. .. <> .. 0 0 + I{) <00 I a, Cl -0: ,_,_ WU,. w :cw u,z W.J w u,:,: u I--0: ::;; ~+"' ✓-------"" COUNTY Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 HEE TOTAL NO. SHEETS 94 288 Tie Sfale of CaJtforrio or ft& officers or agt'Jfts s1'1111 rd be rBS{JMSfb/r, for tie acwracJ rr COl1lf)ldenes8 of eledroric copies rf tfis pion stetst. /+ + / ~ / ' ~ STA 818+60!i.NB RTE 73 43'LT /+ + / "----~+---------EXISTING GMP INLET ~ X----~ ~ _x_fll.YL_x-x. TG 512.69 x ;f ~✓,, ~--~ x:---><.--Jc ---~ ........____x _____ .i.: _____ x______ PROTECT IN PLACE/,r-•------'-x·_________,; 6 " " " I 0 -.,, 7• -8. NB 73 NB 73 NB 73 ----- +r +r +r x~-----x-----/ 58' 6' 32' STA 811+80 NB RTE 73 43' LT x<' EXISTING GMP INLET TG 472.22 PROTECT IN PLACE 81.s+QO ,-STA 809+45 TO STA 81.2+50 !i.NB.· INSTALL 005 LF .EDGE .. OR-A!N MATCH. EXISTING -AGCES.SQIU.ES .STA 812+•0 NB RTE RTE.73 R1'5+0Q 6 ·8 Ji ,I NB. gQl.llE'. f3 --~~,,.,,,.,.,., •••• •" "805+00 fl-6 +l . II II II II n-H"" AC OVERSIDE DRAIN ,, .. ,,,,.,,,,,,~,,., .. -,.,.-,,~ II R-AMP .\Cb-::.E:T-LG _:___c_....:,..;..._....:_ __ ..:..__ ...... ___ --,/4. _____ _: ____ ~--+-'----cl}_UCC''.L'---------------,C---c a"''"'°' cc"""" :-:a::""~,=";:,,= :,c .,.-oz,<=,:; ' • "" "£ ~ +~c:::-~?ff-,1/,;,-==,=""'·"',=""'""·'""'.,,._7"'_""_"",=,==c-==~===·':e-p>C'·:::·-<,:--::e #c:::•::, ~,:=--:,, .. _:;;-_ ::::-.,,--·-~---,--<".''---'' '' ~ ' ,, " " " " " " " " " STA 809+45 TO STA 812+50 !i_NB RTE 73 REMOVE 305 LF EXISTING EOGE DRAIN EXISTING INTERMEDIATE CROSS DRAIN INTERCEPTOR EXTEND 6 LF TO PROPOSED EDGE OF SHOULDER ,, ,, ,, ,, ,, " " "'"""••a,IJ ,, ,, ,, ,, ,, ,, " ,, ,, " ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS 0 2 3 DATE PLOTTED :) 02-SEP-2008 TIWE PLOTTED => 11 :m; USERNAME => nlakr-orj " " " " " " " " " " " " " " " " " " DRAINAGE AND CONTOUR GRADING PLAN SCALE 1 "=50' D-9 cu 12332 EA OGOl30 ZFAO.C24,ll STANDAR0.2Q. PLNSHT <REV. V90) Oft!GIN.61. Sl":AI. F" l~ I~ INC:WF"<:; L__, _ _j__J_ _ _L__j___J X >-ro 0 w "' > w a: w I- <( 0 ' o>-Wal >-o "'w -'z ::, " '-'-_,"' <(W 00 "' w " <( z <( " I-u w ~ 0 "' a. <( u I- I .. C .. 0 w V, > w a: w· I- <( 0 >-ro 0 w "' 0 w I u w 0. V, w "' 0 z w w _, w <( I u :::, .. .. . oo .. .... -__ .. z .. '"' ...... .. 0 .. ....... < NB 73 +45 0 C 33' I l I ZFA0.c24,ll STANOAR0.2CL PLNSHT <REV. l/90! +50 CL 2 1' " -i'i -1·1 " Ii n H " " " " " " ~---=-------==--~ " ,, " " " ' " " " " " " " " " " 02= -..... --==== ==-____ d 1 1: NB 73 +50 CL 2 1, j I I I I I I I '--------.x-x-x-,~1 NB 73 "" +30 0 V C C 1 ' '-4·1 NB 73 +50 CL 2 1, [--·· · --------------\-------li; ,;;;;~~-:;,,:;: :: - lsTA 933+76 > NB RTE 73 \ STA 933+76 ro STA 945+01 $ NB RTE 73 AC OVERSIDE DRAIN REMOVE 1131 LF EXISTING EDGE DRAIN ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE !S IN INCHES 0 2 ' NB 73 +50 0 V C C 33' 33 I I I I 1 NB 73 +50 CL 2 1 ' STA 940+00 NB RTE 73 AC OVERSIDE DRAIN STA 933+76 T STA 945+07 NB RTE 73 INSTALL 1131 LF EDGE DRAIN MATCH EXISTING ACCESSORIES JST COUNTY 12 Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17 .4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICAi SUITE 100 IRVINE, CA 9~618 rm Stah!J of Cmlfomlo or Its afflcers or agents shJfl oot be respor,slbla for rte ocaJr<JCY or compll!Jlent:ss of eJectrGl"dc coplss <f ttis plan steet. NB 73 +63 V V C C 8' 28' DRAINAGE AND CONTOUR GRADING PLAN DATE PL0TTE0 => 02-SEP-2008 TIME Pl.0TTE0 => 1'. :16 USERNAt,IE => ~ I okror i cu 12332 SCALE 1"=50' D-10 EA 0GOl30 X X 0 w >-"' m > 0 w w "' !!! w > 1--w .. a: 0 w 1--.. C ' c>->-wm m 1--0 0 °"w --'z w aQ "' u --'"' w <tW I 00 u w a: Q_ w " .. "' z .. w " 0: 0 1--z 0 w w , 0 w a: ~ .J w .. « 0 I I-u ::, ! ~ ..... 00., .... ---.. .... "' ..... .. 0 .. .... .. 0 0 + o"' ~ ... ;•m o« ,-1-wVl WW Iz vi_ w-' W:,: Vlu I-<( :::; / STA 945+07 TO STA 946+00 iNB INSTALL 93 LF EDGE DRAIN MATCH EXISTING ACCESSORIES NB 73 +00 0 C 33' ZfADtO!◄,ll STANOARD,2ct.. PI..NSHT llttV.1/90) R/W RTE 73 STA 954+15 l NB RTE 73, EXISTING 4B" GMP INLET TG 902.95 PROTECT IN PLACE 52' LT ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS 0 ('\'>!~11\!Al <:rill I'" !C: HJ 1...r'l-ll'"C: I 2 ' DATE PLOTTED => 02-SEP-2008 TTU.:-PIOT'n'n ='\. ,1,1; COUNTY Ora 73 POST MILES TOTAL PROJECT 15.0/17 .4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 TOTAL SHEETS 288 TM stafrJ of Crtltfornla or ffs officers ar Ql}fjfts stolf rd b8 responsible for ffe accaracy or o;;mplfflMess of e/octronlc cop/M d' ftis ,:;Ian sl'l!d. STA 960+10 NB RTE 73 52' LT EXISTING 48 GMP INLET TG 874.91 PROTECT IN PLACE EXISTING INTERMEDIATE CROSS DRAIN INTERCEPTOR EXTENO 12 LF TO PROPOSED EDGE OF SHOULDER DRAINAGE AND CONTOUR GRADING PLAN SCALE 1 "=50' D-11 cu 12332 EA OGDl30 C> w >-u, OJ > C> w w "' VI w > I-w .. 0: C> X w ,.. <( C> ' C>>->-WOJ OJ I-C> C> «w .Jz w i39 "' u .JV> w «w :,: UC> u .3 •• w 0: a. w " 0 <( "' 0 z <( w + ::, "' -0 0 t-z -"' u w \ "' w O.o: , 0 w \-" ,,· 0: 'i:i"' .. .J w ':ti <( .. u I t-u <fl .... "' u.1-' Y},f; '&. :. ZF'AO.C24,0 STAl'IDARD.2CL PLNSHT <REV. 1/90) STA 96 7+85 N8 RTE 73 52' LT EXISTING 48 GMP INLET TG 828.43 PROTECT Il'L PLACE.• 0. ~-·<·"'••-' -•• --·--- 965+00 · I ALL DIMENS!ONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE JS IN INCI-IE:S ·-;,-"-··· .... /. ··-_;,._ • -970+00- f 970+00-- DAT£ PLOTTED => 02-SEP-2006 TIME PLOTTED => 11: ;>O USEANAME => nlakrori DI ST COUNTY ROUTE TdT'lt ! P~b~~ET 12 Ora 73 15.0/17.40 19.7/23. REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 'Htl:.l lUIAL NO. SHEETS 97 288 Tie State of Callforria or Its officers or agetts shJII not be respo(IS/ble fer tm aca.JrQC/1 or r::omplaerl!Ss of el«:tnxic CQ/Jlas of tlis rJon sh!d. \ EX!ST[NG !NTERMEDIATE CROSS DRAIN INTERCEPTOR EXTEND 12 LF TO PROPOSED EDGE OF SHOULDER ~ ~ DRAINAGE AND CONTOUR GRADING SCALE 1 "=50' cu 12332 EA OGOl30 PLAN D-12 X X 0 w >-V, <D > C, w '" 0: V, w > f-'" « 0: 0 '" I-« C, ' C>->-W<D ro 1-0 <('" 0 -'z w aQ ~ u -'"' w <('" :,: (.)0 " "' 0: a_ "' ~ <( <n z <( "' ~ 0: 0 I-z u "' "' ~ w 0 0: ~ ..J "' <( « u :,: I-u "' I .. .. .. .. Oo W ~ .. -.. -.. ,. .. "' Ca: .. ., 0 .. ;,-UC /+~~ / ·~ / ·~ /' ·~. /' ~. / ~ /+ ~~ /+ ·~. STA 97S+70 NB RTE 73 52' U /+ ,.____ EXISTING 48 GMP INLET / ---.._ " TG 781 .33 /+ ,.____ " ~ PROTECT IN PLACE / ~. Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 The state rf Colffonia or Its dflcers or agerls S/'xJII not be f6SPOIISTblt: for tm acwracy or comple/Bnes5 of tJ/«JtrOl'ic cop(ss tf tfis p/Qfl steel. STA 989+55 NB RTE 73 52' LT EXISTING 48 GMP INLET ~-----1 " /"' STA 982+10 NB RTE 73 52' LT ~-----. ,-, EXISTING 48 GMP INLET ---.._ -------+ TG 742.93 ---.._ ,..______,,,,, PROTECT IN PLACE ---.._ TG 698.05 PROTECT IN PLACE ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS 0 2 I 3 I DATE PLOTTED :=> 02-SEP-2008 TJUF" Pl OTTFI) :) , t: ?? USERNAM£ => nLr.kr<1r· ·~ ·~ -~ ·~ '"----~ ~ DRAINAGE AND CONTOUR GRADING PLAN SCALE 1 "=50' D-13 cu 12332 EA OG0!30 ZFAO.t24.ll STANDARD.2CL PLNSHT CREV. !.1'901 n~1r..,o.i11-1 C:l"AI I" LC: UJ !N"("I-ICC: 1 C, w >-V> a, > C, w w a: u, w > >-w .. a: C, X w >-.. C, ' O>->-""" <D >-C, C, "w ...Jz w aQ ~ u ...J"' w «w :,: VO u w a: "-w " .. .;; z .. w ::, a: C, >-z u w w • 0 w a: .. ...J w .. .. u :,: >-u ::, ZFA0n24.IJ STA.N0AR0.2ct. PI..JIISHT !l'IE:V.1/901 2 J 3 MAINTAIN. EXISTING DITCH FLOW LINE 3 NB 73 +39 CL 3M 3' STA 994+25 ,~ NB RTE 73, 47' LT \ EXISTING 48" GMP INLET \ TG 669.88 PROTECT IN PLACE \ \ •' y-- ' NB 73 +87 V F 4' NB 73 +00 CL 2M 3' I ••.•. I ,. . . ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY, FOR REDUCED PLANS 0 n,:;,1r,1>.JAI cr~• t:: JC '"' , .. , .... ucc l 2 I 3 I +OO CL 3M 3' Oro 73 15.0/17.4 19.7/23.0 REGJSTEREO CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 HEE TOTAL NO. SHEETS 99 288 Tis state rf Ct:Jllfornla or Its ifflcers or og«ts s/YJII not be responsfble for tre acwrGC/ or Cf)ITl/}lttM8ss tf el«:lronlc C(JfiM rf ttis plan slm. NB 73 +00 CL 2M 3' NB 73 +50 CL 2M 3' . $TA 99.5+.Bl TQ. STA .\004+!7 • • -~B RTE .. 7 3. DATE PLOTTED => 02-SEP-2008 TTUI'" Pl nTTl'"n :\ I'.?"'< INSTALL .. 891 ... LF MHCH EXISTING EDGE. DRAIN ACCESSORIES. 2 DRAINAGE AND CONTOUR GRADING PLAN SCALE 1 "=50' D-14 CU 12332 EA OGOl30 K X 0 w >-V> ro > 0 w w a: "' w > >-w .. a: " w >-.. " ' 0 >->-wro ro ""o 0 "'w -'z w 0 aQ "" u 0 • -' V, w ~ <W :i: UC '-' tn v-a. -o d- w t-;! "' "-f:fv, w " :x:,.., .. ,;; z w "'""' .. a: ,.., .... " 0 ,..,..., >-z VJ:x, u w w u , w ,_ 0 ~· a: "--' w .. .. u "' >-u " NB 73 +25 0 V D D 32' 32' ---=-' -- STA 1005+25 NB RTE 73 42' LT XIST!NG 48 GMP INLET TG 602.25 .PROTECT IN PLACE ··-·--t::. STA 1boG+Ob$~~-1iif:"73, .. 'AC· _OVERSIDE DRAIN •• • •• • 7 8· - ·;) NB 73 NB 73 +90 +00 CL 0 V 3M D D 3' 29' 29' lo1 O+QCJ _ 1 f STA 1011+00 EXISTING 48 TG 568.00 PROTECT IN NB RTE 73 39' LT GMP INLET PLACE ,sTA 1'60-1+1-s to stA 10,io+oaiii!l , I INSTAL1. 153◊ LF tDGE DRAIN - COUNTY Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICAi SUITE 1DO IRVINE, CA 9~618 TOTAL SHEETS 288 Tl's staftJ rf Coflfornlo or ffs offfcus or agtJrts sfxI/1 na /xJ re,sptJl16/blB fer the awJfaq/ or a,mp/61er&s of dtJC!roric coplee r:f ffis plan sled. STA 1017+00 NB RTE 73 42'LT EXISTING 48 GMP INLET TG 532.00 PROTECT IN PLACE RTE 73 :;_015+00 NB 73 +00 CL 3M 3' 6 \ NB 73 NB 73 +00 +50 • 0 V CL NB 73 +00 CL 3M ~ \ ,_2_~'_' __ i,,2_D_8_' -~ ~-;M_, ~ -1. . \~.·-- \ __ .. -~--. - 1 . ts1C6-'4 1 0 0 -~d> ·0..-..-0 ,d_ r';;i \/1 uJ ··-~ . . .... ----_..I~ ~\/1 (.) ':.. •• ;. 'il .., txrsHNC<rN.TERMEDiATE J' l~~~~oo~~I~FINJcfRpCJJ'?cfsRED • d ,srA 1015+00 $ NB'· RTE 73 % --,,._,__ STA .. .\004+78-TO 'STA-f021lf08 1 ACOVERSfOE -ORAJN'. ~. /STA 10~~::0°: N:H~~~D~: 1\ ~~---:__ '--N~csF TA 1009+00 ~NB~R~T~Es7~3t~~~~f::::":,a:·.·:~:····:· :····~c~-:··i2_~eii·sci•a~··~~·•""e·ii•ii•~···~as.a~· ~)l~!.~!~~~!~0 :j~~:~_r~f~J:g~··~L:~.~E:X:I:S:TI~N:G~1~0~1]5~+0~0~4·.c-ii-ii-ii·ii··ci··6t-ec-""'""'""'"'"·Cci'"s.·-a:··;a:c•.,;_cjiC~7cci•'=ci'=j::,~. ;.·e,.:as.· ai<ii'=ii<JiS~a~::c~ a 0 :sy:,E~::::.~:~:.::."~DSR::: •• ~~::a:":":"~"~·"~-a~•c~~O~}~o~+~~~~~-; ~ AC OYERSIDE ~AIN ,. ---,.a ---=aaa Ccs•=_C_c,·cc•C--. --. - □ JUI ~------------x__,/--f' ~-........____X_____Q.£._U--X ___ ,, ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY, FOR REDUCED PLANS O I 2 3 I DATE PLOTTED "'> 02-SEP-2008 T!ME PLOTTED ,:) 11: ?7 USERNAME ::) n:okr-nr-i DRAINAGE AND CONTOUR GRADING PLAN SCALE 1 "=50' D-15 cu 12332 EA OGOl30 ZFAO.C24,IJ $TAt,10Afl0.2CL PLNSHT (REV. !,,'901 nRlr.lNAI <:.r:41 I'" 1<:. IN 1Nr.Mi:-c: L _ __i_ .. , .... J_ l -I X X 0 w >-"' aJ > C w w a: "' w > I-w <( n: C w I-<( C ' o>->-W<II aJ I-0 0 <( w -'z w aQ ,, u .J"' w <(W :,c va u w a: (L w C, < V) z <( w ::, a: 0 I-z <.> w w ~ 0 w a: .. -' w <( .. <.> :i: ,-u "' 0 0 + ..... 9 U.ll'\J -o ,_ 0 <( ........ Wv, w zw v,z -W.J w v,:,: u I-, <( ::; I I I I f I / / --·-RAMP NCD-4. 4020+00. 1 ,, NB 73 +00 CL 3M 3' 2- I AC OV_ERSIDE -DRAIN • I 3 NB 73 +00 0 V D D 28' 28' STA 1024+00 NB RTE 73 38' LT EXISTING 48 GMP INLET TG 490.15 PROTECT IN PLACE 102-5+00. ,, 6 6 l STA 1020+07 TO STA 1024+00 ~NB RTE 73 REMOVE 393 LF EXISTING EDGE DRAIN STA 1020+0T TO STA 1024+00 $NB RTE 73 / ': __ -------= C c==c c~==c=c=c =CC -===~=CC CC===--========Cc=-;···::.,,\ STA 1029+10 NB RTE 73 42'LT , ''WsY/PO!IT.COAST EXISTING INTERMEDIATE EXISTING 48 GMP INLET , •i'fll; NO, 55 759 CROSS DRAIN INTERCEPTOR iiotil'( GIN PLACE EXISTING INTERMEDIATE \, EXTEND 12 LF TO PROPOSED CROSS DRAIN IN+ERCEPTOR ", fNSTALL 393 LF EDGE DRAIN l t"'-•,, __ _ v,:, DR .. U _ , v R ~)f'//- ij • " • POST M1LES DIS COUNTY ROUTE TOTAL PROJECT 12 Ora 73 15.0/17.4 19.7/23.0 ,"71:t,.,,,;4,,~ £'_,A.,._ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICAi SUITE IRVINE, CA 9~618 100 HEE TOTAL NO. SHEETS 1 01 288 Tts stam tf Colffomla or Its r.fflcers or (J(JIJlls sh:JII rr;t be rmpansfble for tm aoctJrQCf or compldeness qf el«lrorlc cop{M rf rtts pkJn st,t:.et. 2 Ii''¼/;,,, ->ttcs..:J - J -·-..... • MAINiAIN )!l<ISTING7---• __ <l DJ,rCH F_l:OW L!NE . , I EDGE OF SHOULDER EXTEND 1 2 LF TO PROPOSED, • '" ~ J";:~:~~;..../ 2 :c_ _____ -'"'-''-"-~J-'-'-'-'-c.c.-""-'--'c.c.~'-'-'c.c;.'-'--EDGE OF SHOULDER "" /I ❖ z_ -'4. ----. 4 "-w;:--,::--::o.;:;-=➔-:.,,,,----'-c...,e;__ ,, --------"._, _ R4Mp NC • ij • 8 9 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS 0 I 2 I ' I ' ~-:--=.::;: =:::;: -"'•-· -'" . ---q--a--. 0 0 -,, (;? 0 "'. DATE PLOTTED => 02-SEP-2006 TTMF" P!lll"TFn :::) 11,..i,; " " " " 115.F"RNAUF =) nlnk..-nri DRAINAGE AND CONTOUR GRADING PLAN SCALE 1 "=50' D-16 cu 12332 EA OGOl30 ZFAOot24,ll STANDAR0.2Cl. PI..NSHT (REV.1,'901 n~lt::11.lAl <;rAI,:: I<: II.I 11,1r_1Ji:"<; X X 0 w >-V> <D > 0 w w a: !1! w > >-w "" a: 0 w >-., 0 ' O>->-W<D <D >-o ""w 0 -'z w a~ " " ...JV> "' ""w I uo " ~ a: w Q_ <> "" V, z ., w ,, DC 0 I-z u w w ~ 0 w a: Q_ -' w ., "" u I I-u ::, 0 0 + "' ""'' ~o I ~. Cl« ........ WIil w We' ::c 1/lZ -w--' w::c 1/l L) .... « ::z "'"'"" '"''""'""_/" • CROSS DRA[N [NTERCEPTOR EXTEND 12 LF TO PROPOSED EDGE OF SHOULDER 104.s+oo 6 . . . .-__ ·-_ .. :_--.'·:.> .• ' ___ : __ :· -~ ,.,. . Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 TOTAL SHEETS 288 Tho stam of Colffornla or ffs ancers or age,ts sh:JII net be respons/lie for thtJ accurlJCJ or ~ of eledronlc corJes cf tlis pion stel!f. STA 1046+80$ NB RTE 73, 42' LT iEX[ST!NG 48" GMP INLET ._. __ , 1.TGa-,-.354,..5fi i.J.PROTEbTIN' PLACE. 11 8. 7 8 !:iS ROUTE 73 1-QSO+O . N~ ROU'TE 13 9 0 0 + 0 l()<X) o-_, Cl ,'5,_ VlW w w:r: ZVl -..Jw w Iv, u I- ~ _, • «. •• •• • , , -~~~---• -• ~ ;,<":~-~ ~ -r •• ---•• --•·: "' ,,:::"--: • ;. • :: :• -~--•• -• -_- -x-x-~x--x-x-x _x_x_x EXIST[NG [NTERMED[ATE CROSS ORAIN lNTERCEPTOR EXTEND 12 LF TO PROPOSED EDGE OF SHOULDER .-x-x 9 ZFAOo!2'1.IJ STANOAR0.2CL PLNSHT tREV.1/901 210+00 z 212+35 ALL D[MENSIONS ARE [N FEET UNLESS OTHERW[SE SHOWN THlS PLAN ACCURATE FOR DRA[NAGE AND GRADlNG WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE !S IN INCHES 0 2 ' DATE PLOTTED => 02-SEP-2006 TIME PLOTTED i::) 12:23 USERNAME => nlokrori DRAINAGE AND CONTOUR GRADING PLAN SCALE 1"=50' D-17 cu 12332 EA OGOl30 D w >-V> "' > 0 w w a: "' w > I-"' <( a: 0 X w I-<( 0 ' O>->-wm "' I x-1-0 0 x-, "w -'z w GQ ~ u -' V> w <(W I uo u 0 0 ~ + "' Q_ ,.__g ' 1· ,;; -o I -.;: w a ::, a: 1-i D I-z u w W(I) w w ~ :t:w 0 w "' Vlz .. -' -w L,J..J "' <( w u "" I-u v,:,;: u "' I-1 aoso+oo 1. RAMP NCD-B X X 71'"AC),d",.4_11 !<Tli.NllAIHl.?C:I Pl,NC,,MT lRl'V_u.qm NB 73 NB 73 +60 +00 V CL C 2M 30' 3' x--x---- x-x ·3 STA 1 053+26 TO 1 053+ 76 i NB RTE 73 /CONSTRUCT 50 LF TYPE B DRAIN I I I NB 73 +98 V C O' NB 73 +74 0 2M O' L I I ___ ,------,--- NB 73 +77 CL 2M o' -----)( , ---------r ~Ix STA 1053+82. 75 NB RTE 73 30' LT EXISTING 48 GMP INLET, TG 31 0.00 .. REMOV·E· RIGHT PORT!O .. N. 0. F ..... C .. ONC. RETE • . APRON AND COl'ISJRUCT 155 LF L CbNCRf TE EtARRIER (T'rpt 60.C) • ·.· i .. 6 60C . .. · , • 60 NB 73 +82 CL 2M --)(-o' -x--){c \ \ •. \ • ROUTE 1;. ·\9 \ CONCRETE BARRIER i (TYPE 60 Mod) ,1 I (SEE NOTE ON SHEET X-.. 5) -\ -\ \;_ 1 ~ "L,sTA ·rns1 +Go TO STA. 1064+92 iNe R.TE. 73 • Rj::MOVE::1.332• LF .. EX1STING EOGE1JRAIN I 1s couNTY ROUTE ToY~ir p~b~~ET 12 Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DA TE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9z618 Th!J stare at Co/Tfomfa or Its Officers or O{J(Jfts sfr:111 rd be res,xx,sfblB for ft,, accurOCJ or ctJITlf)lereMss ef tJ/edronlc copies r:f tfis pion s/J!d. ~~" ______ , ' ______ , ______ , ------· x--------y. E;ISTING INTERMEDIATE ------•-----CROSS DRAIN INTERCEPTOR _____ , EXTEND 15 LF TO PROPOSED _____ , EDGE OF SHOULDER -0 /W __ .,,,_-'1- X---X---x---x~--,---x----'r----,x--x-X~x STA 1053+85 NB RTE 73 CONSTRUCT 4 W EARTH CROSS BERM \_EXISTil'IG INTERMEDIATE CROSS DRAIN INTERCEPTOR EXTEND 12 LF TO PROPOSED EDGE OF SHOULDER STA 1053+73 TO 1053+83 NB RTE 73 \ CONSTRUCT 10 LF TYPE B ji NB RTE 73 1053+71.69 (BK) POT- DRAIN iNB RTE 73 1053+87.49 (AHO) POT EXISTING INTERMEDIATE CROSS DRAIN INTERCEPTOR EXTEND 15 LF TO PROPOSED EDGE OF SHOULDER ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS 0 ' ' ' 3 ' DATE. PLOTTED => 02-SEP-2008 TU•C" DI nTTl:n ~, ,.,.~n DRAINAGE AND CONTOUR GRADING PLAN SCALE 1"=50' D-18 CU 12332 EA OGOl30 0 w >-"' m > C w w "' "' w > ,_ w « a: Q ' w ,_ " 0 ' Cl>->-Wa, "' ,._a .. ,,, Q --'z w "'-' ~ w_ u --'"' w <(W !j UC! w QC a.. w 0 .,,· " z " w :; "' 0 0 ,_ z 0 0 w -1-w --, w "' 0 "'"' -0: a. __, -o w ,_ " " a 0 r ,...;::5 ... ;: ::, '<Iv, w :r:'<J VJ;z: -W-1 w VJJ: u ,... 1 ' NB 73 +94 CL 2M O' I NB 73 +95 Cl 2M NB 73 +98 Cl 2M O' NB 73 +00 CL 2M O' i I ! STA 1068+48 > NB Rff n {ENO CONCRETE BARRIER rSTA 1064+92 TO STA 1071+9_5 tNB :_ INSTALL 703 -CF <OGE OR/ilN -.:--- . t~~TCR EXl:ST'.NG 7CESfORlE~ -- RTE 73 / (TYPE 60 Mod) Beg co_ NC_R_E_TE ___ BARRIER {TYPE 60) ------- ·•/ > > ~69+38 --'70_ .. _ 00 ' -/ 6 --,7 Hi6+00 ·.-, ' -j --, 8 EXIST!NG INTERMEDIATE CROSS DRAIN INTERCEPTOR EXTEND 15 LF TO PROPOSED EDGE OF SHOULDER NB 73 +93 0 0 O' STA 1 '-">"--lri'ic----,;~7 EX! T REMOVE: RIGHT PORTION OF CONCRETE APRON AND CONSTRUCT 100 LF /SHORT RETAINING WALL r'-"-Ut. I A, L Sri cu DD~-i I , - _Jz-- 1075+00 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FDR DRAINAGE AND GRADING WORK ONLY. FOi'? REDUCED PLANS 0 ORIGINAL SCALE: IS IN INCHi,S ' OATE PLOTTEO =) 02-SEP-2:ooa TIM£ PLOTTED>=>, 12:V 6 _6 USERNA¼E ""> n J Dk:ror i 7 DIS COUNTY ROUTE 12 Ora 73 POST MlLES HEE TOTAL TOTAL ~ROJECT NO. SHEETS lS.0/1?.4 104 288 19. 7/23.o RECJSTERED C1YJL ENGJN~ER PLANS APPROVAL DATE TRANSPORT A TiON CORRIDOR AGENCIES 125 PACIFICA, SUITE IRVlNE, CA 9~618 100 The st,n er Cf11ff«-n1a or /tq off~ or Of}fXlf,r "'1:ltl not lift rlJ$fJtXl;slble rcr too OO'Jtlracy, or cttrr:tetene&s af 6fec/ror,fc ~as or frls plan steel. SB-ROUTE; 73 8 9 280+0 sc-2 DRAINAGE AND CONTOUR GRADING PLAN SCALE I "~50' cu 12332 EA OG0/30 D-19 0 w >-VI '° > 0 w w 0: "' w > ... w .. 0: 0 X w ... <[ 0 ' ,,, .. >-WOI .. >-o "w 0 --'z w aQ ,, u --'VI w «w r 00 u w 0: 0.. w " .. V, z .. w " 0: 0 ... z u w w .., 0 w 0: .. ..J w .. <l u r ... (.) "' X w....J w l/l:t: u I- <[ ::::;; i; " " ,. X---X---·X STA 1086+48.87 RTE 73 4' LT , ___ x ___________ x_x-x ____ x_x_x_x x-x- ALL O!MENS[ONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE ANO GRADING WORK ONLY. FOR REDUCED PLANS n<>1r.,...,A, c::rM <" 1<:. 11\1 ,1,.1ru<"<:: 0 I 2 I ' I STA 1089+52.48'1.RTE 73. 4'LT /EXISTING MANHOLE No.1 :Rim Elev 193.0 / PROTECT IN PLACE ,-/ __ -/lBL(JlW __ x_x______,,---* DATE PLOTTED :,:) 02-SEP-2008 TlUE PLOTTED =-> t;>:J4 USERNAME => rt, □Kror; IS COUNTY ROUTE p'QST MILES TOTAL PROJECT 12 Ora 73 15.0/17.4 19-7/23.0 ,')c1 _/4.-«-,6:./..4-4- REGISTERED ClVlL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICAi SUITE IRVINE, CA 9~618 100 288 Tat stem, d Cal!forria or ff6 offfcNs or a,pts stall rd b& re.spoosfb/B for th!J aa::urOQI or COllf)ldeness of electroric C(J(Jlas af ttiS plan sf'JIJd. DRAINAGE AND CONTOUR GRADING PLAN SCALE 1"=50' D-20 CU 12332 EA OGOl30 X X C, w >-V, "' > C, w w a: V, w > ,_ w ., 0: C, w ,_ ., C, IS COUNTY ROUTE TOTAL.PROJECT 12 Ora 73 15.0/17 .4 19.7/23.0 /.:1,1:t,/4./2~~ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 --No-: SHEETS 106 288 Tm state d Ca/ffomla ar lf6 t:fflctJrs or ageris slrJII not~ respMS!ble for ~ accurow or oomp/e/enes8 af dtK:lronfc copies of ttis plan sh«Jt. -;~ STA 1105+03.17 NB RTE 73 22' LT /"---, ~ %~ EXISTING GCP INLET, TG 178,7 / -----.__ ~ ,_ REMOVE RIGHT PORTION OF CONCRETE ~~ _,--, % cx--x-"'----APRON AND CONSTRUCT 1 00 LF ..------...._ /' .,. __.,-; ,...________ _,,,A""'-... SHORT RETAINING WALL ,..._.... ' ,,,. >-wm "' ,_ C, ., w C, .Jz w i39 "' u .J"' w ., w I uo u w 0: a_ w " ., V> z ., w " 0: C, ... z " w w -, 0 w "' .. .J w ., ., u I ... u ::, I .. .. .. .. 0 O .., .... -= ci C .... .. 0 .. ... .. .. ,,.--,. 0 0 + I!) 0"' NO ,~ O<( ,-. ,-. WV> w w :x: z 1/l-..J w w :x: VlU I-. <( ::; ZFAO.C24,ll STANDAA0.2CL PLNSHT IFIE;V. !/90) ,........_ ,v'"' ~ SEE DETAIL SHEET DD-1 n ,w . --__.,.._____ __,--~ _...--x,---x•---,,--',--,---x_IlLR.-....-,7 STA 1105+11 NB RTE 73 -.......... ,,...,-----CONSTRUCT 4 W EARTH BERM "'...________ _,,,-""F +. ~"1' 8 ~.._____,...✓ ~ • FMA!NTAIN'EXISTING • r DfTCH"FLOW,. LINE . I . • ' • ••• $13 f\00tt 15 2 IN PLACE 3 ., 100+00 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS 0 nRl!":11'161 <:cr'AI S:-I<:: II.I 11111.,_M"°O:. I , I ' I DATE PLOTTED =) 02~SEP-2008 TUE PlOTTE:O :) 1?:'17 6 USERNAME: =) nlnh:r-nr-P 7 8 DRAINAGE AND CONTOUR GRADING PLAN SCALE 1 "=50' D-21 cu 12332 EA OGOl30 D w >-V) "' > D w w "' V, w > ... w .. "' D X w ... <( a '-D>->-W<O "' ... 0 D ""w _,z w a2 '"' u ...JV) w .,:w r UD u 0: "! w "- 0 .,: V) z , <t w " "' C> ... z u w w , 0 w 0: Q. ....I w <t ... u :c ... u :::, X X ZFAOo!24,ll STA'®AR0.2CL PLNSHT (REV. 1/90) 3 4 NO WORK THIS SHEET 1--11-5+00; 7.3 8 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR DRAINAGE AND GRADING WORK ONLY. FOR REDUCED PLANS n~ir.lt,.141 c:r.AI e" IC: 11,J 11,J('l..ll'"C:: 0 I 2 I ' I 11-20+00 1 )20+00 DATE PLOTTED :,) 02-SEP~2ooe T!Uf PLOTTF.O => • ? : 4? :t 1 USERNAMf => r:; nkrr,ri 1ST COUNTY ROUTE t>USI MILi:.!; TOTAL PROJECT 12 Ora 73 15.0/17 .4 19. 7/23.0 /y~,,/2 &'°AL.- REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 Hl:.1:.1 IUIAL NO. SHEETS 107 288 Tia state ~ California or rts lfflcers or agents staff net be f'88fX}nS!ble for the aa:vrrJC/ or comp(etMcss ff elecfronlc copies if tfis plan sh«t. ..... 1. .. ___ , ... I -I, , 2 3 .1125+00 4 ---'-'-·•----' ---------··----.- DRAINAGE AND CONTOUR GRADING PLAN SCALE 1 "=50' D-22 cu 12332 EA OGOl30 X X ' 0 w >-"' m > 0 w w "' "' w > I-w .. "' 0 w I-.. 0 ' o>->-wm m I-0 «w 0 -'z w fig "' u ..J"' w ..,:w I Ui:i u w a: n. w "' .. ,,; z .. w ::e "' 0 I-z u w w , 0 w a: n. ..J w .. .. u I I-u "' a,: ................. +· "' 465 460 455 450 445 4 35 430 4 4 410 405 400 <l) +-.. .CC:. "" 404,80 - Bottom of ~E:!:Y_~_r __ i_)?Q .... P.-99. 73 SB - 0 -0 ···················+·· ,.._ "' -,._ "' ,.._-~--- a REMOVE 566:LF TYPE B AND REINSTALL 4,w-- DRAIN w/ INSTALL 48'! RISER __ wLR48 __ GRATE _ _ _ _ , _ 12'~16' CONCRETE APRON INSTALL DEBRIS Il'ISTALL 6 LF Oro 73 15.0/17.4 19.7/23.0 REGJSTERED CIVIL ENGINEER PLANS APPROVAL DATE >----lTRANSPORTATION CORRIDOR AGENCIES .._ _ __. 125 PACIFICA, SUITE 100 IRVINE, CA 92618 TOTA.L SHEETS 288 tre state <f i:atlforr,Ja or its ama,rs af agerts sh:111 ';x,t be res 'blB for fie aaau-c1cy ~ compldeMss_ <f eledroola copies <f tfis plan 6/r,st. r---EXISTING-48" RTSER- REMOVE DEBRIS CAGE --AND CONCRETE -APRON, -EXTEND RlSER AND INSTALL CONCRETE -: -------COLLAR , AND SALVAGE AND REINSTALL -----48R £RATE AND FRAME ~1;1i:ii~ 144 ff 24"RCP® --TO REMAIN- DRAINAGE_ PROFILE GRID Horiz • 1 :::::50' _Vect __ :1~2.s' __ -DP-i 470 465 455 450 445 435 430 425 420 Exe cv~;t---------------------------------------------------------------------------__j IEmb FOR REDUCED PLANS 0 ZF'AOtl24.ll STANOAR0.2CL PLNSHT IRE'V.1✓901 ,...,,,,..,~,., .,.,..., .,. ,.,. '" ,.,,...,.,..,. I 2 ' 3 ' DATE PLOTTED => 29-AUG-2006 T!lW Pl nTTl'"n =) 1 o;,,n cu 12332 EA OGOl30 X X 0 w >-V) aJ > 0 w w a: !1! w > I-w .. a: 0 w I-.. C ' C>->-WaJ ., 1-0 "'w 0 -'z w ~Q "" u ..JV) w "'"' r (.)0 u w a: ,.: "' " .. V) z "' w " a: 0 ... z u w "' -, 0 w a: .. ..J w .. .. u r ... u ::; 318 316 314 312 310 308 306 : :uu,·T~I, :,,..,,..n ~~HC°Tf";:\ .................. ----?,1'1...:> l..H.LL .. ,.u .... L .... J.nLL..-L~-- W/ 36R GRATE . AND.J2'.Xl2' .CONCRETE. DEPRESSED APRON P=o,s' • CUT•OPENING AND INSERT 24'' PIPE ANO·SEAt tFAO.C24,IJ STANDARD.2CL PLNSHT !REV. l/901 768+00 d MODIFY 'EXISTING GD~1 tNLET ... •REtOCATsFRAM~ AND GR.AT, . : . • •••••••• ~~;;~;Ib~ ~~P--l~N-L-ET~ HEMOVE'"·coNCRE'TE APRON··· CONSTRUCT 6" CONCRETE · · ~ ··eAP"··w/···30'-'-·MH·L-• FRAME 'AND COV~R ·HEGHAOE>AREA •• •••• .REUs£·'FRAME·· ·•to····GRATE····· -r CONSTRUCT GD~1 INLET• •L. -- i:;\sTING 24" AP ROUTE 73 POST MILES TOTAL PROJECT 15,0/17,4 19, 7/23,0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE ·······•········· ·1-----l TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 Tir1 Stafe Of Cal!forria or Ms lfflDNS Qr ogerrts sh:J/1 rd tx, r 'ble for ftr:, ac:rorocy ~ comp/deness <f dtdronla copies cf fti6 plan sh!d. ---+------i 378 376 CONSTRUCT GD•1 INLEl c . REUSE F RAML AND. GRATE ............ , ..... . 374 CUT OPENING AND INSERT .. . 24'' PIPE AND. sEAl .•••• •••••• 370 368 366 364 360 i:?-.. _.LV••· DRAINAGE sysrEM:No.G) 769+00 FOR REDUCED PLANS 0 ORlr.!tJt.l <::l"':A! ~ I<; U\I 11\Jr'UI"<:: L_~ . J . 2 I 792+00 3 I 793+00 DATE PLOTTED "'> 29-AUG-2008 TIM£ PLOTTED=> !5:49 DRAINAGE . PROFlLE GRID Horiz ,1=25' .. Ve.rt ,l=J' 794+00 USERNAME => n!akror; cu 12332 EA OGOl30 0 w >-V) m > 0 w w a: V) w > I-w <( a: 0 X w I- <( 0 ' o>->-W<D m 1-0 0 "'w -'z w GQ "' 318 u ...JV) w <( w :c uo u 316 w a: 0.. w " <( u, 314 z ., w " "' 0 I-z u w w 312 , 0 w O'. a. ...J w <( <( u :c 310 I-u "' 308 306 X 304 302 "' ~ .. .. .. .. .. Oow :; ~ u z .. "' C 0: .. .. 0 .. ....... Zl'AOot2"l,fl STANOA.Rtl.2CI.. PLNSfrr !REV. 1/90) 2:1C1; Rt :;+8;66 co ET-LC TG:..3.13.98, INV 307,22 ... • l~9·;~•1~:2J7,~~?1ogp~~FCt' __ -···· CUT OPENING, INSERT ···· ···· '········ ··P!PE·AND SEAL ' • ' ;,,. .... , - ' ' ... ,\.. ' ' ' ........ _.,. ____ _ w@J\< DRAINAGE SYSTEM No,Q .• • • SEE DETAIL SHEET DD-3 \:!__/ 779+00 R+ 179+50 'co ET-LC TG 314.20, INV 311 .00 ••• 780+00 FOR REDUCED PLANS ORIGIN.6.1. SC:Al.E: IS IN mr,1-1F:<:; 0 2 3 IS COUNTY ROUTE REG l STEREO CI V l L ENG !NEER PL.ANS APPROVAL DATE ··············· --e------< TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 TIE sta/9 rf (1a!ffom/a or its rfflcers Dr-agents strrtf ham 'b/f!I for ~ acctJracy ~ axnplttem;s (f eleeln:da coplM d" ffi..s plan steet. Elll .. EIPE AND INLET 22' Rt tta+i:2 co E':FLd TG 314,2,2,J~V 307.22 22'Rt .. ua+.6.6 .. CD.£.T~Lc .. G' 314.1 O,. INV 301,.42 CD ET-LC 302'40 •• EXISTING DRAINAGE SYSTEM No.@. 778+00 DATE PLOTTED => 29-AUG-2008 TIME PLOTTED :,::) 15: 50 USERNAME ~> nlokro,: DRAINAGE .. PROFILE GRID Horiz : 1 = 25' Vert,lss.l' 780+00 cu 12332 EA 0G0l3D 318 316 314 312 310 308 306 304 302 X X 0 w >-V) m > C w w 0: V> w > ,_ w <t 0: 0 w ,_ .. C ' c>->-wm ro >-c 0 "'w --'z w aQ "' u --' V> w .. .., :,: uo u ~ 0: "-w " " V, z " w :,; 0: 0 I-z 0 w w , 0 w 0: .. --' w " .. 0 :,: I-u :,; ., E ..... oo., lea "' .. '"' C ,_"' .. 0 .. ,-<> C STD GRATE 48R GRATE SHOWN 4' W TYPE B DRAiN FLOW INSTALL 48R GRATE (STD D778) -4" CONSTRUCT 12' X 16' CONCRETE APRON 8.00' TG 441.5 10 CONSTRUCT CMP 48" X 6' RISER ls --' "- w10 I---' <t "-0: "' "' PROPOSED iDITCH ' I PLAN VI iEXISTJNG 0 q "' 0 q N 0 q "' SALVAGE AND REINSTALL 48R GRATE AND FRAME INSTALL R4B CONCRETE COLLAR INSTALL CONCRETE COLLAR AND SALVAGE AND REINSTALL ' I ,-INSTALL 48R GRATE AND FRAME I DEBRIS CAGE 8.00' 1 10 8,00' I XTEND 4B" CMP RISER I .6 LF -=------I -----=-======I ------11 ---7----:; -----\_REMOVE 12' X 16' CONCRETE :: : 1 : APRON, TRANSITION AND DEBRIS " " " " " ' " " " " " " " " " " TG 440. 70 " !VEXISTJNG ,, " " " " " , . 48" CMP RISER il i:-.? ___ .... --~----'--~INV 423.50 48" RISER w/GRATE AND APRON REMOVE AND CONSTRUCT DRAINAGE SYSTEM N0.0 CAGE 8,00' SAWCUT / B.OD' PROPOSED ES ,,, I I h COUNTY ROUTE Ora 73 POST MJLES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED C1VlL ENGINEER PLANS APPROVAL DATE TRANSPORT AT l ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 Tie state ff ca!/fcrnla or Its rfflcers or agents shJII rd be r&pMSfbl~ for tm accurat:1 or comp(«'fmeSS rf eftJctrrJn/c r;oplss af flis plan sttd. CONCRETE BARRIER (TYPE 60) CONSTRUCT CURB (SHORT RETAINING WALL) SEE DETAIL ""A" EXISTING INLET\ 1 / ! ~ -4" I : ~ Jb-"' ./z;,. L:~: __ -.:::.:::.:::1.:::0_ l ___ - - -r __ I_J 1_?:~::-----~7A--"'-;& f ;;--~----i----·:t\___ LJ NI 1, l II CONCRETE APRON I I I I ', / EXISTING CONCRETE APRON EXISTING 12' X 16' ' I " \ l~-.:: / REMOVE PORTION OF I J .,,.-I" SEE DETAIL "A" _..., i 3' MAX APRON EXISTING\ CONCRETE ---------_-J---- 1 , 6"" 1-'- I DETAIL "A" ---~ I INLET STATION NB RTE 73 1071+95 1104+90 PROPOSED PAVEMENT WIDENING BATTER 4" TO 1' CURB <SHORT RETAINING WALL> X LF 2.7 4.2 h LF 2.7 2.0 DRAINAGE DETAIL NO SCALE ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN DD-1 FOR REDUCED PLANS 0 -ZFAO.C2"1.ll STANOARD.2CL PLNSHT lREV. 1/!l'O) ncu;,,~,..., "'" .. C' ,c: ,., IOJ<'"'UC"C I 2 I , I DATE PLOTTED => 29-AU(,~2006 IT7Ui::-PtnTTI'"/\ =~ 1<::•<::"-cu 12332 EA OGOl30 0 w >-V> m > 0 w w QC V> w > ,-w .. QC 0 X w .... .. 0 ' o>->-wm m ,-0 0 ... w -'z w GS! " <.) -' V> w -<W ,: uo <.) w <r n. w " ... "' z ... w " "' C, f-z " w w , w 0 <r .. -' w ... ... " ,: f-u " X ZFAO.C2"1,tl STANOARD.2CL Pl.NSI-IT {REV.1/90) PROPOSED RELOCATION FRAME AND 2 TYPE 24 GRATES 0 0 REMOVE, SALVAGE AND REPLACE----, 2 FRAMES AND GRATES (TYPE 24) "' a> N REMOVE, SALVAGE AND REPLACE FRAME AND GRATE 0 EXISTING DIKE TO BE REMOVED TG 316.55 0 #7 BARS @ 9" Hor.---- #4 BARS @ 12" Ver+. BENT 8" r SALVAGE VERTICAL BARS, BEND AND TIE REMOVE UPPER 3' OF EXISTING GD-1 INLET EXISTING GD-1 INLET i I L<f7 BARS @ 6" BOTH WAYS o, I! Ii +-------+1-----11-l----- il I EXISTING 24" AP 0 0 "' 0 30" MH FRAME AND COVER 0 COUNTY ROUTE TIJT'iL I P'RbJ'EET Ora 73 15.0/17.4 19. 7/23.0 REGISTERED CI\lll ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 nc.c., ,..,,,.., ... NO. SHEETS 112 288 Th1 State of C<Jflforda or Its <ffla:r.s or ageds 611Jlf rd be responsfble fu tm acrurocy or ccmplet/Mess if d«:troric copies of tfis plan sfr:d. 0 i__._ __ --_'-_-_-_-_-_-_---;,!_"--_"'_,_~_-_-:_-_-_-'_"'_"'_-_-J------5'X5'X6" CAP w/ 12-#4 BARS 4.00' LONG 5.00' l I• 2.52' . I 2.52' •. •· .•. ,. PROPOSED DIKE #4 BARS @ 12" BOTH WAYS ,------H~-REMOVE 2.95' WIDE SECTION •. OF WALL ---;---~REMOVE 2.50 LF EXISTING 24" AP LEXISTING 24" PIPE CONSTRUCT MODIFIED GD-1 INLET w/ #4 DOWELS TO EXISTING ON 12" CENTERS REMOVE, SALVAGE AND REPLACE DRAINAGE SYSTEM N0.0 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 2 ' ORIGINAL SCAL.!;'. IS IN INCI-IJ:;:S L__j__..l..._J_____j_ _ _L____j 5'X5'X6" CAP w/ 12-#4 BARS 4.00' LONG REMOVE EXISTING 12'X16' CONCRETE APRON EXISTING GCP INLET TO REMAIN DRAINAGE DETAIL DATE PLOTTED ,:,:) 29-AUG-2008 TIME PLOTTED => 1 'i:55 USERNAME => niokr-ori cu 12332 NO SCALE DD-2 EA OGOl30 I FGFNP: Q DRAINAGE UNIT a w >-V, ro > a w w 0: V, w > ,_ w <t 0: a X w ,_ <t a ' a>->-w"' ro !:;;:fi:l a --'z w 5£? "' u --'"' w <tW a: uo u w 0: (L w " • V) z <( w " "' a ... z u w "' .., 0 w er .. --' w <( <t u er ... u "' X ZFAOd:24.ll STANOARD.2CL PLNSHT <REV. f,'901 ii ' I i ii ' ' I I I I I I I ' ,, I i ! ! I ' I r--i- I :-,-- I I I I I j I l_,_ I 11 I 'i I I ! !----1-I ' I l!i I I L I I I I I I I Ii l 11 ll 11 l 2.00' [(c)0.9' 8" 2.95' @LB REMOVE, RELOCATE AND REINSTALL~ TYPE 24 GRATE #7 @ 6" HORIZONTA~ _____ _ #7 @. 6" #4 HOOPS ©. 12" ' ' ' !_·_,-I ' ' ' ,.-,, ' I I>_ i I ;.-,,,: I 1> _-' i -~l ' #4 @. 12" VERTICAL ' ' '' ,, ' • ' ' ' :~;- ,, ' ,.1 ' ' ' -. - ---- ~ 8" 0 ~ - _L ..JC > ==="-~ ;,, / ~ /!',\ N ti 11 \\__,'l ===v _L ..JC > 0 ~ - #4 DOWELS @ 1 2" CENTERS PLAN #7 @ 6" HORIZONTAL REMOVE UPPER 4' EXISTING SALVAGE AND BEND VERTICAL RE-BARS fil INLET TYPE G-2 MODIFIED DRAINAGE SYSTEM No.@ IN FEET UNLESS OTHERWISE SHOWN ALL DIMENSIONS ARE FOR REDUCED PLANS n111r.n,11,,1 ,::r1,,1 a:' 1<: 1tJ 1Nr1-1i:-c:: 0 I 2 I ' FG 3' O" 3-3# BARS 3# BARS @ 18"0.C. DATE PLOTTED ,:,:) 29-AUG-2008 TU.IF" PIOTTFD => 1<;,<;Fi 4'-0" POST MILES IS COUNTY ROUTE TOT AL PROJECT 73 15.0/17.4 12 Ora 19.7/23.0 /ft"t,d'-/2'&'./---v.- REGlSTEREO CIVIL ENGINEER PLANS APPROVAL DA TE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 Tm state rf Collfomfa or ffs afffoers er agM/s slrrfl rd le r:;:;:,s1ble far tm accur~ or axrptlhmss or eledronlc cop/06 d tNs plan . 1 2" I TYPE B DRAIN N.T.S. DRAINAGE DETAIL NO SCALE DD-3 US~RNAME => nlnkrnri CU 12332 EA OGOl30 0 w >-V> OJ ;;: FRAMES 0 w GRATES & w "' X V> w ;;: ... -COVER w .. 0 z "' 0 -w V) w w f-f-... :::;; -.. w w :,: -~ a: ...I <[ 0 0 .J a: (!) z u z <[ I-0::: LL :'S>-0 z w-> <[ w 0 1-_ 0 .J 1-.J :::;; .J c:, u Wa: z :::;; z .J z v,m w ' <rt--w -0 <[ -:ia O>->-I-I-.J Uv, <[ a: u xw WOJ OJ V) -<[ Zz a: LL WVl ... >-z a: 0 w w 0::: w V) «" 0 :::, Oo w 0 I-I-..,w V) :::, Uu I-w W<C w I-<[ <[ ::,Z "' I-co I-w > (!) oQ w w a: a: u w u o::u a: :,: 0:: 0 <CW ..JV> w (!) "' (!) "' <tW I :::, Ov, w u "' u u >>- 00 0 <[ <[ a: z-a. z -z .J<[ = z 0:: -I--::;; >-0 w 0 <D :,: co <[ a: <[ V) ::;;_ I-u :,: u r<) ::;; VI(!) <[ sr a: a: c:, c:, CY CY LF CY LF EA EA EA EA EA "' ~ w 0. " .. V> a 566 z .. w b " a: 1 43.8 17 .2 1 1 1 0 I-z C u w w d . ~ 0 w a 16.0 5.0 1 "' Q. ..J b w .. <t 2 C 4.2 6.8 1 u ,: I-u d 7.0 1 -:> a 3.2 b C 11.B 1 3 d e 6.8 1 f n 3. 1 X a 6.9 1 4 b C 7.5 1 50 6.8 "' 10 ~ C 50 .. 4.3 ....... 0 0 .. 10 .. ., -:sl 50 =i= ,_., C 6.3 10 TOTAL 20.2 43.8 746 17 .4 1 1 1 1 6 I I-w .J z - ~ I c:, (!) EA 1 1 2 DRAINAGE ITEMS DRAINAGE STRUCTURES w a. -INLETS z a. 0 w c:, a: c:, "' -z a. <[ z z <[ <[ a: --"' f-w w"a. w V) u I-"'i-0 -u« <[ a: w I-X w «a: Oro w .J ... V> a: c:, I--w ... .J z I-a. ..J w a: [LO.. u Zw w iS z <[ [L ...I -w .J ..J w-z iS 0 .J .J w a:O::: co,._ z I-z --Q Q_ u <C,--w LL ... I-I-ii: •W -Q '~ ..J ' I-0 w w w WC> w w w ~ ..J 0 ..J ..J z I-w u 0 ><C > >z > iS ~ iS iS -V) > w z O> 0 o-0 0 I--w :::E.J :::;; :::E<I :::;; :::, ' N N Q_ 0. I-a. .., :::;; 0 0 I I 0 ,. X W<C w WO:: w <( c:, w a: "' "' "' "' 0 w a: 1/) a: a:c a: u a. <[ a: EA EA EA EA EA LF LF SY LF EA EA LF EA 1 700 566 1 1.6 1 48 1 1 25 1 1 1 1 40 1 1 1 249 1 11 1 2 2 1 1 1 .6 700 48 591 3 or ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN PAY ITEM QUANTITIES SHOWN BOLD FOR REDUCED PLANS O r,c,,,,,,,u, c:,-Al r ,._ ,., ,..,,-urc I 2 I ' I ,11 OU y I TE I !"OSI M1Lt~ F"""'l,IVIAI.. DIS C NT ROU TOT AL PROJECT NO. SHEETS 1 2 I Ora I 73 I 15.0/17.4 114 I 288 19.7/23.0 <h-tw/J2£~ REGISTERED CIVIL ENGINEER ~~, ~w '%. JI,,,,;' u Z,,,4? 1g M. ENORES ~ ✓ ' >:!~-C41260 I';,:, PLANS APPROVAL DATE TRANSPORTATION ii-Exp.~ ~ ~ CORRIDOR AGENCIES ~J".t· IV\\.~;.~ OF C._~ 125 PACIFICA2 SUITE 100 IRVINE, CA 9 618 rm stale af Coffforria or ffs dflcers or agerts SOOII rd be res{XJl'IS!bltt for tie aa;xiracy or (J()mf)ldeness of electronic CfJl)k6 tf ttis pion sleet. AP 0 HOPE f-w w 0 z :,: 0 V> :::;; DESCRIPTION LOCATION z w f-I-<( V> -..J >-z a.. V> :::, w w w (!) <( (!) (!) <( <( co z ..,. -z z N ~ <( --<( <( a::o a:: a: LF LF DZ 0 0 EXISTING MH-2 O' RT 'RTE 73' 719+52 D-3 EARTH DITCH 730+00 'RTE 73' TO 737+00 TYPE B DRAIN 737+00 'RTE 73' TO 742+63 a D-4 CMP B' LT 'RTE 73' 742+70 b 1 6 2411 AP 8' LT TOO' LT 'RTE 73' 742+70 C GRATE AND CAGE B' LT 'RTE 73' 742+70 GCP INLET 57.55' RT 'NB RTE 73' 767+95 a 20 24" AP 767+95 'NB RTE 73' TO 768+17 b EXISTING GCP INLET 55' RT 'NB RTE 73' 768+17 D-6 2 C MODIFIED G0-1 INLET 46' RT 'NB RTE 73' 768+17 d TYPE B DRAIN 767+95 'NB RTE 73' TO 768+17 G-2 INLET 23' RT 'co ET-LC' 779+50 a 35 18" AP 779+15 'CD ET-LC' TO 779+50 b MODIFIED G 2 INLET 23' RT 'CD ET LC' 779+15 C ' EXISTING 24" AP 778+66 'CD ET-LC' TO 779+15 D-7 3 d MODIFIED G-2 INLET 23' RT 'CD ET-LC' 778+66 e 40 24" AP 778+24 'CD ET-LC'TO 778+64 f EXISTING G-2 INLET 23' RT 'CD ET-LC' 778+22 a EXISTING GD-1 INLET 11' LT 'CD ET-LC' 791+91 GD 1 INLET 1' RT 'CD ET-LC' 791+98 a EXISTING 24" AP 791 +94 'NB RTE 73' TO 794+43 242 24" AP 792+00 'NB RTE 73' TO 794+42 0-8 4 b EXISTING GD-1 INLET 45' RT 'NB RTE 73' 794+43 GD-1 INLET 56' RT 'NB RTE 73' 794+43 C EXISTING 24" AP ' 45'-56' RT NB RTE 73' 794+43 TYPE B DRAIN 053+26 'NB RTE 73' TO 1053+ 76 EXISTING GMP INLET w/ APRON 30' LT 'NB RTE 73' 1053+83 D-18 TYPE B DRAIN 1 053+ 73 'NB RTE 73' TO 1053+83 TYPE B DRAIN 071+36 'NB RTE 73' TO 1071 +86 EXISTING GMP INLET w/ APRON 30' LT 'NB RTE 73' 1 071 +92 D-19 TYPE B DRAIN 1071+98 'NB RTE 73' TO 1072+08 TYPE B DRAIN 1104+48 'NB RTE 73' TO 11 04+98 EXISTING GMP INLET w/ APRON 22' LT 'NB RTE 73' 11 05+03 0-21 TYPE B DRAIN 1105+09 'NB RTE 73' TO 11 05+19 308 35 DRAINAGE QUANTITIES DQ-1 !DATE PLOTTED => 02-SEP-200B TfUI'" P1 nTTF'n =) ni:;,,;" US.F'RNAIJF. :) ,., inl<rnri l cu 12332 I EA OGOl30 - 0151 COUNTY ROUTE To~~IT p~b~iE1 F~'b~11J,?J"t-fs 12 Oro 73 15.0/17.4 [115 19.7/23.0 288 /}Jtr~~ ~✓-~~ .... ~ REGISTERED CIV(L ENGINEER ~ % EDGE DRAIN EDGE DRAIN ACCESORIES /Ju&. 7-,t,j 2,,,eg· i3 M. ENDRES ~ :,~~ C47g6Q I,; EDGE DRAIN PLANS APPROVAL DATE ~ Exp.12/31109 ~ 1- 3" PLASTIC ACCESSORIES TRANSPORT A Tl ON 3" PLASTIC ~/: "IV\\..~~- PIPE EXTEND PIPE SHEET LOCATION STATION VENTS OUTLETS CLEANOUTS CORRIDOR AGENCIES t ofc~\'.i {SLOTTED) CROSS DRAIN (SLOTTED) 125 PACIFICA2 SUITE 100 INTERCEPTOR LF LF LF IRVINE, CA 9 618 SHEET LOCATION STATION (CDI) 689+20 16 30 Tie staf8 cf Col/Fornla or Its rfflcers or ageds sin/I 11d bo respom[ble for 691+10 6 t!B aocurocy or OCtrr{Jlt!IMeSs af e/Bdronlc a;,plos rf tlis plan sfm'. INSTALL SHOULDER REMOVE 693+50 16 30 EDGE DRAIN ACCESORIES <Cont> EDGE DRAIN EDGE DRAIN D-1 695+40 6 EDGE DRAIN 0 RT LT 697+30 16 59 ACCESSORIES w X - ,_ "' 698+40 6 SHEET LOCATION STATION VENTS OUTLETS CLEANOUTS ro > LF LF LF LF 0 w RTE 73 700+00 16 30 w a: 688+00 to 700+00 1200 1200 16 30 "' w D-1 702+00 LF LF LF > .... 691+00 4 32 w < 704+10 1 051+60 30 a: 0 70D+OO to 708+00 800 800 D-2 6 D-2 RTE 73 706+20 1 053+00 3 w 12 .... 733+00 708+00 30 1059+98 0 < 738+00 12 0 733+85 88 4 1054+74 0 D-4 743+00 12 737+85 88 4 D-18 1056+77 0 743+88 to 745+00 112 11 2 739+50 0 0 1058+82 0 900 D-4 ' D-5 745+00 to 754+00 900 741+50 0 0 1 060+45 10 0 O>-,_ 748+00 12 NB RTE 73 wro ro 742+25 0 0 1061+88 0 >--o 0 791+90 to 801+00 908 910 743+88 7 88 0 < w 1 063+91 -'z w 791+80 4 745+88 6 a~ "' D-8 1065+94 0 u 796+50 4 8 747+88 30 7· -'"' w 1066+95 0 <W I D-5 6 uo u 801+50 12 749+88 1 068+98 0 7 D-19 806+50 12 751+88 40 1 070+00 0 D-9 809+45 to 812+50 305 305 D-6 762+65 58 1071+93 0 ":! 810+85 6 791+90 0 40 0 3 D-10 933+76 to 945+07 1131 11 31 794+00 4 SUBTOTAL "' 0.. w 945+07 to 946+00 93 93 796+00 15 32 TOTAL SHEET 2 43 " D-8 ... .;; z D-11 NB RTE 73 954+15 12 798+00 15 TOTAL SHEET 1 1464 ... w " 0: 958+50 12 800+00 6 0 TOTAL 1507 I-z 964+00 12 801+60 4 u w w . D-12 970+00 12 809+45 58 , AC OVERSIDE DRAIN 0 w 974+00 12 D-9 810+85 6 a: a. .., 979+00 12 811+BO 32 ASPHALT w "" <( D-13 984+00 12 934+50 1 CONCRETE u :c >--u 989+55 12 936+30 41 41 SHEET LOCATION STATION (Misc AREA) -"' 994+39 12 D-10 938+50 1 995+87 to 1004+78 891 891 NB RTE 73 33 33 SY D-14 940+50 1000+00 12 942+50 1 688+00 19.9 1004+78 to 1020+08 1530 1530 944+63 56 691+00 19.6 1005+25 12 D-11 946+00 33 D-01 694+00 17 .1 D-15 1009+90 12 994+39 3 RTE 73 697+00 15.0 1015+00 12 995+87 4 700+00 12.2 X 1020+00 12 D-14 999+00 3 D-02 703+00 10.4 1020+07 to 1024+00 393 393 1000+00 3 D-05 750+00 9.5 D-16 1024+60 12 1002+00 3 753+00 14.1 1 030+15 12 1003+50 3 D-09 812+00 8.6 1037+00 12 1005+25 32 32 933+76 10.4 D-17 1041+45 12 1 007+50 3 D-10 937+00 10. 7 1046+80 12 1009+90 3 940+00 9.2 1051+60 to 1064+92 1332 1332 1011+00 29 29 NB RTE 73 1000+00 7.9 1052+00 12 1013+00 3 D-14 1003+00 7.6 D-18 D-15 1056+77 1 5 1015+00 3 1006+00 7.6 '"' 1061+86 15 1017+00 28 28 1009+00 7.6 0 ;: 1064+92 to 1071+95 703 703 101B+50 3 D-15 1012+00 7.9 .., .. 1066+95 15 1020+00 3 1015+00 6.4 "' a: .. D-19 oo .. ..... -1069+98 15 1022+00 3 1018+00 6. 7 •-fl! 390 8 D-16 28 6.1 ==-SUBTOTAL 1024+00 28 D-16 1020+94 "'0 .. .... .., TOTAL 10298 398 10300 SUBTOTAL 656 723 85 D-18 1053+71 2.4 TOTAL TABLE 1 1464 TOTAL ' 216.9 DRAINAGE QUANTITIES ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN DQ-2 PAY ITEM QUANTITIES SHOWN BOLD FOR REDUCED PLANS 0 I ' ; IDATE PLOTTED -> 02-SEP 2008 1 cu 12332 I EA 0GOl30 ORIGINAL SCALE: IS IN INCHES ' ' I ' TIME PLOTTED=> 06:58 USERNAME => nlol<::rori T rREV. l/90l ZF"A01[24,ll STAN0AR0.2CL PLNSH I X ' C, w >-u, "' > C, w w a: !Q w > t--w « a: C, w t--« " " C>->-W<D "' t--" C, « w ..lz w aQ "' u ..JU, w -<W Cl: "" u w a: "-w " .,; .. z .. w " a: C, t--z " w w .., 0 w a: .. _, w .. .. " Cl: t--u ::, ! ·:! .. a: .. 0 O a, ~ "' -.. -.. . ""' CC"' .. 0 .. .. u "' NOTES 1. LOCATIONS OF UTILITY F AGILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3 4 .. 103+82 • LEGEND ---w------w- ---e-------e- ~-e----~oh~ ----s--------s- -tv------tv- EXISTING TELEPHONE EXISTING WATER UNE EXISTING ELECTRICAL EXISTING OVERHEAD ELECTRICAL EXISTING SEWER EXISTING CABLE TELEVISION pp---e-EXISTING POWER POLE t;:;) EXISTING MANHOLE wvo EXISTING WATER VALVE 1 lROUT£ 73 s 105+00 6 9 SCE GTE LBCWD MNWD COLB TIC lRWD TMTV OGEMA SP TSP RCP OC IWMD ABBREV I A Tl ONS SOUTHERN CAUFORNIA EDISON GENERAL TELEPHONE COMPANY OF CALIFORNIA LAGUNA BEACH COUNTY WATER DISTRICT MOULTON NIGUEL WATER DISTRICT CITY OF LAGUNA BEACH THE IRVINE COMPANY IRVINE RANCH WATER DISTRICT TIME MIRROR CABLE TELEVISlON ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STEEL PIPE TUBULAR STEEL POLE REINFORCED CONCRETE PIPE ORANGE COUNTY INTEGRATED WASTE MANAGEMENT DISTRICT 71Q+OO 2 NO EXISTING UTILITIES ON UTILITY PLANS U-1, U-3-5, U-8-9, U-12, U-14-15, U-21-22 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. FDR REDUCED PLANS 0 ' 2 ' ' ' DATE PLOTTED =>) 02-SEP-2008 TTUI:" .. , nTTC"n _, ,,,. ~" IS COUNTY ROUTE POST MJLES TOTAL PROJECT 12 Ora 73 15.0/17.4 19.7/23.0 ;::~_,,.,.. /'};Yt,.,.,/-2: z✓..44- REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 HEE TOTAL NO. SHEETS 116 288 T/'tJ stam d Ca/lfornla or lt6 tff!CtJrs a-agtlllfs s/KJII not be rospor,slble for tm accurao; or GfXT¥)lttenass d efedn:dc CIJ?es tf ttts plan smet. 4 3 UTILITY PLAN SCALE 111=50' U-2 cu 12332 EA OGOl30 X X X X X >-"' C, w V, > w a: w I- <( 0 ---o>-WIO I-0 ""w '--'z aQ '"'"' <(W uo a: w " <( z <( " ,-u w ~ 0 a: n. <( u ,- !I ;:: .. .. C, w V, > w a: w I-<( 0 >-"' C, w "' u w I u w a: V, w a: D z w w ..., w < I u ::, .. "' .. Ooa, .. I -.. u ,. "' C 0: W .. 0 "' .. u .. .1 2. 765+00 ~---· 6 :11Me··crfLt'.:,t'f·. 7 . SB AOIJft • tJ 7 NB ROUTE 73. 8 . RAMP CD EhLC. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. FOR REDUCED PLANS 0 2 ' ' ' no+oo 2 . 770.+00 DATE PLOTTED =>02-SEP-2006 POST MILES HEE TOTAL DIS COUNTY ROUTE TOTAL PROJECT NO. SHEETS 2 12 Ora 73 15.0/17.4 19.7/23.0 /J'f,,.-~ E'z"✓.A/4,.- REGISTERED CIVIL ENGINE.ER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA1 SUITE IRVINE, CA 9<618 100 117 288 TfJJ stato ff 01/ffarnta or "s afflcus or ogents shall rd be responsible for ttE accuracy or ~ of eledronlc copl&.S of ttts pion stmt. ·3 4 4 UTILITY PLAN SCALE 1 "=50' U-6 cu 12332 EA OGOl30 0 w >-V) "' > 0 w w "' V) "' > t-w <( "' 0 • w I-<( 0 .-···•·"- 115+.00 -· '.Ii---~ ' Or >-w"' ., t-0 «w 0 .,z w aQ "" " .JV) w <(W ,: 00 " 0 0 ... ..; "' a: ,;_ ..or- w I,--- " ? ,,_ .. .,; z ~';;. .. w :,; "' 0 1~ I-z " w w , ..; 0 'G'i a: "--' <flt°) w .. <( ~ .•·,..:,. " ,: t-u ~<--'~ "' X X Zf'A01C24,ll STANDAfW,2CL PLNSHT !REV. l/90l ·G· 1 7 180+00 9 B 8 /+/\, / \ w \ """ +\ / ' "' SCE 66KV AERIAL (301 7)_,~·· SCE 12 KV AERIAL & SCt • COMMUNICATION CABLE pt\-. 2 lROUTE 73 3 • Q) "'> I c., ✓ / +\ / +\ / + + ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. FOR REDUCED PLANS 0 n~,r-!hlAI <:;("41 ~ p::; u,.1 1 ... ..-1.11::-,:: J 2 I ' I 4 -\:s;;+oo . t~-. ·~•····· 785+°.2\. • 'ye.-- ' "'~_··. '\ . '\: - %: • 0~. PQlNT OF CONNECTION ~--.· ,_ 36'~ LBCWD TRANSMISS:ON -., WATER (30"; 6) ,.:----, DATE PLOTTED => 02-SEP-2006 T!MF PIOTU'O => 1?it1<1 USERNAt.lE => nlnk~o~l "' IS COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 15.0/17.4 19. 7/23.0 /)'v,.,,!'JY ~..-1.-4-- REGISTERED ClVIL ENGINEER PLANS APPROVAL DA TE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9261 B HEE TOTAL NO. SHEETS 11 B 288 rm state of Callfom/a or tts officers er ar;srts 6fml nat bl!I rospMSfb/e fer fir; acctJf'OC¥ or OfJll'IP{eteness of elt!droric ooptes af tNs plan s/EBI, I cu 12332 POINT OF CONNECTION ' UTILITY PLAN SCALE 1 "=50' U-7 EA OGOl30 X X X >-m 0 "' "' > "' a: "' ,-., ·c ' O>-wm ,-0 ., "' -'z ::, C, "-JV, ., "' UC 0: "' " ., z ., " ... u "' -, 0 0: Q. .. u ... .. ~ = D "" "' > "' a: "' ... ., 0 >-m 0 "' "' u "' I u w "- V) w a: 0 z w w -' w "' :,: u :,; " .. -0 O"' ..... -. -.. .. .. .. ,c .... ...... ,-UC 2 2 930+00 2 3 3 935+00 4 935+00 6 7 Eievation 926.0 Top of 460.00' L.F. 6' Steei Cosing (1 /4" Thickness) 940+00 s lROUTE 73 9 (3136) TIC ----·..-•-----,r-----.-,-·--"·r----,r--.-,,-•--7,--·-·,':"--"~ --·"o'·----'f"·"" ---.----; -- ;,,-----,,,,,..,.,;';' 2 lrr:gct1on L:ne in 6" Casirg Within R/W ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. FOR REDUCED PLANS 0 2 ' ' I j DATE PLOTTED => 02-SEP-200!! -r-,uc-cu n-r-Ttn _, ,., . .,,, 1 (31361 TIC COUNTY ROUTE Oro 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9,618 TOTAL SHEETS 288 Th!J Stale rf Calfforfia er lt6 offlcss or agetts stofl rd blJ responsible for the ocwrocy er O'Jl1f)leteness rf e/ecfrOnlc ccples rf ttis plan stmt. 2 Irrigation Line in "' \ \ I "' I UTILITY PLAN SCALE 1"=50' U-10 cu 12332 EA OGOl30 x---x 0 w >-"' ro > 0 w w 0: "' w > I-w « 0: 0 X w I-« 0 ' O>->-wa, ro >-o 0 g 945+-00-«w .Jz w :::, " ,, + '-'-'-' olll .J"' w <W :,: -..,-uo '-' I a, ::::,< ,__1-- "! wVl 0: a_ Ww w "'z " vi_ « V) w...J z « w ::, "' W:,: 0 Vlu I-z w 1--u < w ~ w ::. 0 0: .. .J w « < u I I-u "' X ZF'AOaC2,i,IJ STANDARD.2CL PLNSHT CREV. 1/90) 6- 6 1 7 8 9 (3014) SCE Existinc (Aerial 12 KV !.._me Per Ger:era(Order No. 95 and PUC Regulations 9 950100 ALL 955+00 _c -i'- 2 3 iROUTE 73 4 955+00 NB ROUTE 73 i i (3014) SCE ~ r:. 12 KV Line 0 y ! I © DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE JS IN INCHES 0 DATE PLOTTED => 02-SEP-2008 TIME PLOTTED=> 13:01 6 6 7 USERNAME => n,akror! 3 15.0/17.4 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE IRVINE, CA 92618 100 HEE TOTAL NO. SHEETS 120 288 Tm SMtt tf caJffornla or Its rfflan or Ofll3(ts shJJf nal b8 r~fb/8 for tte accurOCJJ or ~ of el«troric copfes r:f ffis pion s/Fd. 8-9 8 9 U-11 cu 12332 EA OGOI30 0 w >-V) a, ;; 0 w w a: V) w ;; f--w <{ a: 0 X w f--<{ 0 ' o>->-wm m >-o <{"' 0 --'z w B!:2 ,, u --'Vl "' .. "' I uo u -ii 9 ---980+00 a: ~ w n. " 8 9 980+00 7 .. V) z <{ w :, "' 0 6 f--z u "' w , 0 "' Q'. .. --' w <{ .. u I f--u "' X ZF40.t.24,ll ST4NOAR0.2Ct. PLNSHT {R£V. 1/901 l· 2 3 If.ROUTE 73 4 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. FOR REDUCED PLANS 0 z n1;ur:11Jt..r -.r:Al F" !<:; IN llllr.1-11"<:; 9Bs+oo DATE PLOTTED => 02-SEP-2008 TIM£ PLOTTED=> 13:03 USERNAME => nlckrori COUNTY ROUTE Ora 73 POST MJLES TOTAL PROJECT 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACJFICAi SUITE IRVINE, CA 9~618 100 HEE TOTAL NO. SHEETS 121 288 Tlr! state (}{ California or gs rfffces or ogi,rts stall Id be n,sponslble for tm ocaJracy ar comp/etene,ss rf dfJC!ror/c copfes of tits plan shJBt. UTILITY PLAN SCALE 1"=50' U-13 cu 12332 EA OGDl30 X X X 0 w >-V> <D > 0 w w Ir V> w > I-w "' Ir 0 w I-"' 0 ' O>->-W<D <D >-o 0 "'w --'z w aQ ~ u --' V> w <{ w :r uo u ~ Ir 0.. "' " "' V, z "' w " cc 0 I-z '-' w w .., 0 w 0: .. --' w "' < '-' :,c I-u ::> ! ;:! ...... 0 O"' ..... -.. -.. .. .. .. CC"' .. 0 .. ... .. .. ZFAO.C24,U STANDARD.2CI.. PLNSHT lREV.1/90) '-" F RAMP NCD-4. ·1· • ··2· 3 1025+00 2 3 4 1025+00 2. 6 7 8 NBRQlJTE73. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. FOR REDUCED PLANS 0 2 ' nRlr.!N.11.I <:;(';Al I'" !<:; 11'11 INf':1-ll'"C: 9 1 o 30-+o.O " ·-~, NEWP R. U/C BR. FOR BRIOGE WIDENING SEE STRUCTURE PLANS "' DATE PLOTTED => 02-SEP-2008 TIM£ PLOTTED => 1 ~;O'l ~\HAMP NCD-8 -.. '"-w~ USERNAME => nlokrori IS COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 15.0/17.4 19.7/23.0 ~t../.../?~4- REGISTERED CIVIL ENGINEER PLANS APPROVAL DA.TE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9z618 HEE TOTAL NO. SHEETS 122 288 Tie St<M d Callfomlo or Its efnONs or agetB staff rd lie r~ble for tm OCCUT«.f or ~ « eledroric coplfJ5 (f tlis plan st«/. UTILITY PLAN SCALE 1 "=50' U-16 cu 12332 EA OGOl30 0 w >-"' <ll > 0 w w <r "' w > ,_ w .. a: 0 X w ,_ .. 0 ' o>->-W<ll <ll ,_o 0 ""w -'z w a~ ~ u --'"' w -<W I uo u w 0 0: "-0 w + " LO < V, "'"' z .. w -a :,s "' ,-0 ::, ,_ z u w ""-w ........ ., w u.J<f) 0 u.l "' .. -' :Cu.I w <ll-Z 6 .. .. -u I u.1.J ,_ u "' u.l ::c <f) u .... ""-,:;; X ZFAOd'.24.IJ STANDAR0.2CL PLNSHT IREV. l/901 -. 8 ·9 6 lROUTE 73 ' 8 9 ··,_- coAsr DFI . • • ···-8. ..9 ... 2 1040+00 2 3 3. 8040+00_ - RAMP NCD~B ?10+09 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 3 4 4 ·· 1045-+00. 1045+00 DATE PLOTTED => 02-SEP-2008 TIME PLOTTED=> 13:12 1- 6 7 _6 1 POST MILES TOTAL !ST COUNTY ROUTE TOTAL PROJECT SHEETS 12 Oro 73 15.0/17.4 19. 7/23.0 //J~,{'(',i;:./.44. REG I STEREO CIVIL ENG I NEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 Tha sto/8 of Calfforria or Its officers or agents shJJI Id b8 responsible for th, aoouroq or Ca1l(JelenMs of eltJClronlc co,itJS rf this plan sftJIJt. ' " \ 8 ..k 0 f 9 8 ·o 0 t 1050+0 l!')CO o--· ~ <[ f-..1- VJW w w:r: ZVl -..Jw w :r:v, (.J .... <[ ::;; • I - UTILITY PLAN SCALE 1 "=50' U-17 USERNAME => nlokrori cu 12332 EA OGOl30 0 w >-"' ., > 0 w w Q'. "' w > ... w « 0: 0 • w ... ., 0 ' o>->-wa, ., '""o ""w 0 ..Jz w Ge " '-' ..J"' w «w r uo u 0 0. + w ,.._ 0 0: Ii) - w a. -o 1 " ,_ < V> ~ , ., w ,-i :,; Q'. 0 /::JV) I-z u w :rw w , V>z 0 w -0: ._ ..J W...J w w ., ., V>::t: u I (.) I-u ,._ ::, ... ::; si)so+oo . .f • ZFA0.C24.ll STANDARD.2ct. PL.NSHT lREV. l/90l 3 -4 1055+00 2 3 4 1055+00 2 3 8053+53 •• :R.AMP .NCQ:'8 9 6 7 6 7 a it.ROUTE 73 9 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. FOR REDUCED PLANS nl:>t~!I\IAI C::f'AI ~ IC. ,., J!,Jt"L.>J:"C: 0 I 2 I ' I 1 060+00 DATE PLOTTED => 02-SEP-2008 TTUF PIOTTJ:"n :) 1,,,n U5ERNAIJ£ :) nlr,krnr-i 12 Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 TOTAL SHEETS 288 Tl'B Slalll af California or ffs afflaers or agerts s/rJII not be resp,nslbltt for tr,, aai:vracy or oomple/MJss af tJ/«;tronlc oop(t!IS af tNs plan smet. UTILITY PLAN SCALE 1"=50' U-18 cu 12332 EA OGOl30 0 w >-V> a, > 0 w w <r V) w > I-w .. "" 0 • w ... .. 0 ' 0). >-w., co ... 0 ta ..:,., _.,:, a!:2 "' '-' ..JV, 'if '31!5 "! "' "-w " " :z "' " w " a: 0 ... z '-' w "! 0 w "' 0. ..., w « "" u ;,:; I-u -::,; X o· 0 6 7 7 8 X B 9 l.070+00 1 2 1070+00 2 3lROUTE 73 -~--- 1075+00 NBROUTE 73 All DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. FOR REDUC£D PLANS O f'lA1r.n,JAl <:::r-11.1 C ,<:c f~ l'«"!.ft::"<:; / ' I 3 ' DATE PLOTTED ==> 02-S£P-2ooe Tri.I£ PLOTTEO =>> t _;: .'I;> 6 6 . ;, USERNAM!: "'> n I t;krc,r i cu 12332 15 COUNTY ROUTE POSi M1lES 10TAL PROJECT 12 Ora 73 15.0/17.4 19. 7/23.0 /?.,v/4.,,?'_,<£~.,,_ R£GISTEREO CIVIL ENGINEE.R PLANS APPROVAL DA.TS. TRANSPORTATION CORRIDOR AGENCIES 125 PACJFICA, SUITE 100 1RV!NE, CA 92618 HEE NO. TOTAL SHEETS 125 288 The SlfJffJ cf Co/ffDl7Jlo c; Ho ~f!car.s or Ofltds s/'dJ lid bs r88/XIIJslfie tor tm ~«ror ~ rf d«Jraic ~ &f l1i.s-PltNi sl'«Jt. --e- 9 9 280+0 UTILITY PLAN SCALE: 1"~50' U-19 EA 0G0/30 • X >-m C w V) > w 0: w ... « C ' C>-wm >-c «"' --'z aQ JV) «"' uo 0: w " « z « " >-u w ' 0 0: 0. « u ... .. 0 ;:: C ... 0 w V) > w 0: w ... « C >-m 0 w " u w :,; u w CL V> w "' 0 z w w ...J w .., :c u ::a .. .. .. 0 O"' ~eo .... " C""' .. 0 .. .. .. .. ' 2FAO.C24,0 STANDARO.ZCI.. PLNSHT fREV.1/90) FORD RD./ BONITA CANYON BR. NO. 55-760 R FOR BRIDGE WIDENING SEE STRUCTURAL PLANS DR. U/C J X---X 7 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. FOR REDUCED PLANS 0 2 ' ORIG!NAL SCALE !S IN INCHES IS COUNTY ROUTE -·posT MILES TOTAL PROJECT 12 Oro 73 15 .0/17 .4 19. 7/23.0 /)I;?~-~~~ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 Tm state of Collft>rtia or Its offfcsrs ar agents sfrJfl not btJ n,sponsfblB fer tlY:J O<D.JrQC/ or OOl1lf)(deness of e/tJclrodc copies of ttis plan s/rd. ----, R/W ----x,---~----x---~ 390+00 1 090+00 OATE PLOTTED => 02-SEP-2008 TlME PLOTTED=> 13:3~ 2 cu 12332 USERNAME => nlokror-1 3· 3 4 UTILITY PLAN SCALE 1"=50" U-20 EA OGOl30 X X 0 w >-V, <D > 0 w w 0: !!! w > ,.. w .. 0: 0 w ,.. .. 0 ' O>->-wm <D >-o "'w 0 -'z w aQ ~ u ..., V, w <tW ,: UC u er ~ w 0.. " .. ,,; z .. w " QC 0 ... z u w "' ~ ,,; 0 ,r .. --' w .. < u cc ,.. u "' ri .. :! ...... Oow ..... -.. -.. '"' .. "' C .... "00 ....... GENERAL AND CONSTRUCTION NOTES (ALL STAGES): 1. ALL CONFLICTING SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED PRIOR TO STARTING WORK ON EACH STAGE 2. FINAL STRIPING IDENTIFIED ON STAGE CONSTRUCTION PLANS SHALL BE PERMANENT STRIPING AS SHOWN ON THE PAVEMENT DELINEATION (PD) PLANS 3. A MINIMUM CLEARANCE OF 2.00' SHALL BE PROVIDED BETWEEN EXISTING OR TEMPORARY EDGE OF TRAVEL WAY AND TEMPORARY RAILING (TYPE K) UNLESS OTHERWISE NOTED 4. CONTRACTOR SHALL NOTIFY THE AGENCY'S REPRESENTATIVE WITH REGARD TO CLOSURES FOR ADDITIONAL MESSAGES ON EXISTING PERMANENT CHANGEABLE MESSAGE SIGNS 5. THE DESCRIPTIVE TERM "JOIN" WHEN USED ON THE PLANS REFERS TO THE JOINING OF STAGE CONSTRUCTION STRIPING WITH EXISTING, ULTIMATE OR PREVIOUS STAGE CONSTRUCTION DELINEATION UNLESS OTHERWISE NOTED 6. CONTRACTOR SHALL PROVIDE CONSTRUCTION INGRESS/EGRESS PLANS FOR APPROVAL OF THE ENGINEER 7. ALL TEMPORARY RAILING (TYPE K) SHALL HAVE SCRUPPERS 8. TRAFFIC CONTROL FOR THE REMOVAL OF TEMPORARY RAILING (TYPE K) AND FINAL STRIPING, SHALL BE PER CAL TRANS STANDARD PLANS T10 AND T10A THE STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS 9. FOR CONSTRUCTION AREA SIGNS, SEE SHEET CS-1 SLOW TRUCKS AHEAD CONSTRUCTION ENTRANCE AHEAD NOTES: 1, FINAL LOCATION ANO SIZE OF CONSTRUCTION VEHICLE ACCESS SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 2. CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION STAGING AND ACCESS PLAN PRIOR TO PLACEMENT OF TEMPORARY K-RAIL. 3. ADDITIONAL SIGNS AND/OR TRAFFIC CONTROL DEVICES MAY BE REQUIRED. 4. TYPE ll BARRICADES SPACED AT 10' APART SHALL BE PLACED ALONG OPENING DURING NON WORKING PERIODS. ZFAOd:24,IJ STANOARD.2CI. PLNSHT !REV. 1/90! SOD' LEGEND: ==> • 0 -I ~ -1----+-l- WORK AREA CONSTRUCTION THIS STAGE DIRECTION OF TRAVEL TEMPORARY RAILING (TYPE K) WITH SCRUPPERS TEMPORARY CRASH CUSHION MODULE, ARRAY PER PLAN CHANNELIZERS (SURFACE MOUNTED) PORTABLE DELINEATOR CONSTRUCTION AREA SIGN, POST CONSTRUCTION AREA SIGN, 2 POST TYPE III BARRICADE (WITH SIGN AS NOTED) EXISTING TO REMAIN CONSTRUCTION AREA SIGN NUMBER (FOR TRAFFIC HANDLING) ANGLE POINT (PT) 590'* TEMPORARY CRASH CUSH ION MODULE ARRAY "TS14" 355' LT ETWJ IS COUNTY ROUTE 12 Ora 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 Tie stata d catrrornla or Ms anws er ag«ts sfrJJI not be rBS{10flSI/Jls far ttt: accuracy or ccmp/derreSS of dtJCtronlc copies if flis pion shJBI. 2.0' 2.0' CHANNELIZER___/ RT ETW ,----FINISHED I SURFACE I ASPHAL TIC PAD I CHANNELIZER (SURFACE MOUNTED) TYPICAL LEFT AND RIGHT SHOULDER INSTALLATION NO SCALE ANGLE POINT 3 :1 T p R 8.00' X 4.00' CONSTRUCTION TRUCKS ONLY 750' TYPICAL CONSTRUCTION EGRESS NOT TO SCALE 8" 'D' SERIES LETTERS BLACK ON ORANGE 295'* 32' 90' CUSHION MODULE NOT TO SCALE ARRAY "TS14" * DIMENSIONS BASED ON STANDARD ENTRANCE & EXIT RAMP GEOMETRY FROM HIGHWAY DESIGN MANUAL ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY, FOR REDUCED PLANS O l 2 O~lr.lNAI c:;r.i.t J:" 1<:; II.I 1tJr.l-lP::. L__J._. ____ l__, __ L _ I 3 I OATE PLOTTEO => 02-SEP-200B TIME PLOTTtD => 1 fi: cifl USERNAM£ => nlokrori TRAFFIC HANDLING PLAN SCALE 1 "=50' TH-0 cu 12332 EA OGOl30 0 w >-V, m > 0 w w "' V, w > >-w <( "' 0 X w >-<( 0 ' C>->-wm m >-0 0 ""w -'z w aQ " u ..JV> w <(W X uo u "' ~ "' o._ " .. V, z , .. w ::, "' C, ,-z u w w , 0 w a: n. ..J w <( « u cc ,-u :,; X ADVANCED SIGN ALG STA CODE W21-5 RTE 73 653+00 W21-5b RTE 73 66B+OO C30A'CA RTE 73 67B+OO W7-3a RTE 73 67B+OO X ZF.l>Oof24.ll STA~l>RD.2CL PLNSHT !REY. !/!IOI "ROUTE 73" 'l. VARIES VARIES 20.00'-50.00' WORK AREA ETW VARIES 1 .00'-12.00' 10.00' 12.00' SHLO i 2.00' I 2,00' SHLD 12.00' 12.00' ETW 12.00' 10.00' & Var SHLD I _ fr ____ fr ____ fr ___ fr _____ _ SECTION A-A TEMP RAILING {TYPE K) s+x'&e1+21 RTE 73 J.NSTA!.J, Temp CRASH CUSHION ( TYPE .. lU14l ••••• STA 687+21 ~ R~ 73 BEGJN"cfE:fJP· ·RAILING (TYPE /. ···• .. /sr,1 s~a+oo i RTE 73 ,]. ' .. , ' •. \-.. ·\ NO SCALE I . ( ·-. ~2.00' SHLD SIGNS SIGN MESSAGE SHOULDER WORK SHOULDER CLOSED LEFT SHOULDER CLOSED NEXT 7 MILES SEE NOTE 8 CONSTRUCTION AREA TEMP RAILING {TYPE K) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 t\Dlr.tlJAl <:r-A, ,:" I<: tlJ 1"-'l'Ui:"<: f ' I 4 DATE PLOTTED => 02-SEP-2008 TTUJ:" PIOTTJ:"11 =\ 1,;,?., \ .•• •••·• ·---· L2.DO' SHLD I ST COUNTY ROUTE To~'l.IT p~b~~h 12 0 73 15.0/17.4 ra 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICAi SUITE 100 IRVINE, CA 9,:618 HEE TOTAL NO. SHEETS 128 288 Th: state of Cnllforria or Us txffous or agerts s!Dfl rd be resptJl)Sf/Jm for t/1!J OCCllrQCJI or ccmpldrmass r.f elf!droric copies cf ttis plan stmt. 9 ••• 12.00' 12.00' •• 1;?.00' .700+0 TRAFFIC HANDLING PLAN SCALE 1 "=50' TH-1 cu 12332 EA OGOl30 X X ,,--,-------------------------------------------------------------------------------------------,~JS--r-C-OU_N_T_Y--,--RO_U_T_E_~-.--o--s~T-MfLES. TOTAL PROJECT 0 w >-V) m > 0 w w "' V) w > I-w ., a: 0 w I-., 0 ' O>->-W<D m >--o 0 «w --'z w a~ " " ..JV) w <( w :c UC " "' a: CL w " < Vl z "' <( "' "' 0 I-z " "' w ~ 0 "' "" CL ..J "' .. <( u :c I-u ::, ~ ...... 0 C "' .... -. -.. """ ,. C"., ...... >-<> C 0 0 + -0 ,o :rr--• 1--< ,__,._ w(/) w :rw (/)~ w__, W:r Vlu. 1--< ::;; • co-! I Qc "' Q_ } ,;; 2FAO<CZ4.ll ST4NDAR0.2CL PLNSHT !REV. !/90) "ROUTE 73" (f_ VARIES 20.00'-50.00' WORK AREA VARIES 3.00'-12.00' 10.00' SHLD ETW 12.00' 2.00' ' ' I 2.00' 12.00' 12.00' 12.00' ETW 10.00' & Var SHLO --~-------------- I™' , 1;oo'J ': SHLD __ D ____ D ____ D ____ D _____ _ SECTION A-A NO SCALE LTEMP RA I LI NG {TYPE K) SEE NOTE 8 TEMP RAILING {TYPE K) CONSTRUCTION AREA I l2.00' SHLD ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE !S lN INCHES DATE PLOTTED ==> 02-SE.P-2008 TIME PLOTTED=> 16:25 USERNAME :) nlckrori 12 Ora 73 15.0/17 .4 19. 7/23.0 REGJSTERED CIVlL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 288 Th!J state rf callfornla or ffs aff/CI/Jfs or agels 6/r:Jfl nd be r~bls for rm (ICCtlfacy or c«npletemss ar eJ(Jefrodc cop{M or tliS p/Qfl stat. TRAFFIC HANDLING PLAN SCALE 1"-=50' TH-2 cu 12332 EA OGOl30 ' X , X X 0 w >-V> <D > 0 w w a: V, w > ,_ w <[ a: 0 w I-.. 0 ' O>->-W<D a, 1-0 0 "'w -'z w aQ "' u _, V, w <[W I uo u a: ~ w a_ " .. .;; z .. w ::, 0: 0 I-z u w w , w 0 0: 0.. -' w .. <( " :,: I-u :,; "' 5 "' .. -0 0 .. .. .. -•-U "' .. "' ,c .... .. ., .. 1-U C 15+.QQ .. ·cs-· 0. 0 + N,n ,~ :,:r-- I-• <l . 1-I-w"' LLluJ :rz "'-LLI...J LLI:,: "'u I-<t ::::; ZFAOd:24.D STA"IOARD.2ct.. PLtilSHT tREV. 1/901 6 ' r· \ L2.oo' SHLD 8-- VARIES 20.00'-50.00' WORK AREA SECTION A-A NO SCALE "ROUTE 73 NB" l ETW ETW VARIES .oo'-12.00~ 1 o.oo' 12.00' 12.00' 12.00' 1 o.oo' -20+00 SHLO l 2.00' SEE NOTE 8 L CONSTRUCTION AREA ·---7.2-1-+50 2 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 n.,,,,,.,,.., "'"""' r '"' ,., ,..,rue:-<: I 2 I ' I & Var SHLD 2-5+-QQ .. 1zfr,1,-QO DATE PLOTTED => 02-SEP-2008 TTLII'" Pl nTTF'n ='lo '", ?7 E PGR-3 ·7 ·1 • DIS 12 15.0/17. 4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9,618 288 711' State af catlfomla or Ms dffcers or (J(JSlis sfrJ/1 not b8 responsfblr, for fh!J acwracy or ~ cf dccfra'lc copies cf tlis plan 6fm. ·8 TRAFFIC HANDLING PLAN SCALE 1 "=50' TH-3 cu 12332 EA OGOl30 0 w >-V> O] ·> 0 w w a: !/1 w > f-w .. a: 0 • w f-.. 0 ' O>->-WOl O] ,-o "w " 5~ w "' U-u __,.,, w «w a: uo u w a: a. w " .. .,; z .. w :, "' C 0 ,-z 0 u w w + , w .,,o 0 0: I 1') n. ..J :x:r-w .. « .... <( u a: ........ f-u ::,; u.1"' u.lu.1 ::t:z "'-u.1-' uJ::t: Ill u 2 ':;;_ ::. • ZFAO.t24,ll STANDAR0.2ct.. PLNSHT CFIEV. l/901 VARIES 20.00'-50.00' WORK AREA SECTION A-A NO SCALE "ROUTE 73 NB" l. ETW ETW VARIES I ~.00'-12,00' 10.00' ' 12.00' 12,00' 12.00' 10.00' ·1· SHLD 1' & Var 2.00' SHLD -tj I' . , Ii , I 2.00' : \00' ifnl ! SHL~ 0 i 0 ~--------------------- \_ TEMP RAILING (TYPE K) SEE NOTE 8 CONSTRUCTION AREA 735+00 6 4 • cc.:2,Q0' SHLD 35+00 r· \ 735+00 ~Tl;),IP .. RA LL ING (TYPE K) 9- R0Utf··•··13 NORlf:IBOUNO 6 7 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFF[C HANDLING WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES 740;.oo 9 740+00 DATE PLOTTED => 02-SEP-2006 TIME PLOTTED=> aG:28 2 USERNAME => n; okror i 0 73 15.0/17.4 131 288 ra 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 TttJ state tf Colffornla or ffs officers or ageds &!rt/I rd be rBSl)MS[ble fer tl11 accuracy or comple/rJl1l:sS rf electrcnlc copies d flis plan s/e!!I. 3 3 TRAFFIC HANDLING PLAN SCALE 1 "=50' TH-4 cu 12332 EA OGOl30 X X X X 0 w >-"' m > 0 w w 0-"' w > I-w <[ a: 0 w I-<[ 0 ' o>->-wm m 1-0 0 "'w --'z w :::, " "' "-" --'"' w <iW I uo u w a: "-w " <[ .,; z 4 w :, a: C ~ z " w w ~ 0 w a: .. J w 4 <[ u I ~ u ::, 0 O· + s,-lO ,,,. ::r;r--. ,_ <{ ,_,_ "'"' "'w ::r:z "'-w-' "'::r: "'u. ,_ <{ ::. 74S+oo . 6 6 VARIES 20.00'-50.00' WORK AREA SECTION A-A NO SCALE .. ·7 7 B 8 VARIES "ROUTE 73 l. ETW I .oo'-12.00' 10.00' SHLD ' NB" 12.00' I 2.00' ' ETW 12.00' 12.00' I 10.00' & Var ! SHLD I 2.00' , i SHLD I i t~-.~,~,:fr __ L_fr __ L ___ _ ! (TYPE K) LSEE NOTE 8 CONSTRUCTION AREA .···_-.SB .ROUTE 71 ••• " . .750+00 2 2 ADVANCED SIGNS SIGN ALG STA SIGN MESSAGE CODE W21-5 RTE 73 730+00 SHOULDER WORK W21 Sb RTE 73 745+00 SHOULDER CLOSED C30A(CA RTE 73 755+00 LEFT SHOULDER CLOSED W7-3a RTE 73 755+00 NEXT 7 MILES T -· - 6 3 4 755+00 6 3 4 K RAMP.ir;1 _, .. L TEMP RAILING _ .. q;.YPE Kl 0_. 9 750+00 -3 4·· 155+00 EL TORO ROAD ----------x--, -----Y-¾ _______ , \ ) X I \_ _,-x~x~,x__BLW_x-x-x-y x----------x x---,x---,x --x-------. X X-----------1 x-----------.-----------. _______________ x_ ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 DATE PLOTTED => 02-SEP-2008 TIME PLOTTED => 16:30 6 USERNAME :) nlaKrori Z.FAOcC24,0 STANOARD.2CL PLNSHT fRE:V. 1/90) ORIGINAL SCALE IS IN INCHES 1 7 COUNTY Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 rm state at catffornla er "s oma,rs or agenls sfrlfl rd blJ responsfblo for tre acrorag, or canp/fJ/ene$S rf 61«:lrodc COf){es er ttis plan shetlf. 9 9 8 CHANNELIZERS ~ 20' SPACING (2 EA) .•9 12.00' 12.00'., '.12.00 7 8 TRAFFIC HANDLING PLAN SCALE 1"=50' TH-5 cu 12332 EA OGOl30 X X 0 w >-V, a, > 0 w w "' V, w > J--w .. "' 0 w J--.. 0 '-O>->-wa, a, J--0 C, .. .., -'z w aQ ~ u ...J"' w .. .., I UC> u '" a: a_ w " .. ,;; z .. '" " "' 0 I-z u w w , 0 w " .. ...J w .. < u I I-u ::, !jQli; 1. GRINDING ANO PAVING OF THE EXISTING LANES BETWEEN EL TORO WILL BE ACCOMPLISHED UNDER FULL NIGHTTIME CLOSURES. TRAFFIC WILL DETOUR ON THE NB EL TORO OFF RAMP AND CONTINUE ACCROSS EL TORO TO THE NB 73 ON-RAMP. 2 VARIES 20.00'-50.00' WORK AREA ------------------ SECTION B-B NO SCALE 0 -cHANNELizrns-·<1> 20'-sPACING-<a EAl 0 + -,,,o I <D :,:r-- 1-., ,_1-w"' WW :i:z "'-w ...J , .. W:,: -V>u- I-... ::E l r· I I 2 765+00 EL lORO ROAD----U/C.. C CHANNELIZERS <1' 20' SPACING (1 B EA) "ROUTE 73 NB" ~ ETW ETW VARIES I .00'-12.00'. 10.00' ' 12.00' 12.00' 12.00' 10.00' SHLD , ="'--+..,SHLD H~ [ '~:;i I o i~. ~-1 ~---------------~ TEMP RAILING SEE NOTE BJ (TYPE K) SEE NOTE 8 L ___ CONSTRUCTJON AREA -765+00 7 _¼, •• 9- VARIES 3.00'-3.50' CONSTRUCTION AREA --no+oo 770+00 ,- 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 288 Tfrl State If CfJflforria or ffs off/oers or ageds sfrJII rd bo rt,S{IX)Slble for tl8 accuracy or COflf)(e/emss if declronlc COfies of ffis plan steet. 2 3· BEGIN TEMP RAILING (TYPE 3 4 sf A 77 4+oo • ,n;o l;'FLC =STA 74+03 '.i_ LC-1 BEGIN TEMP RAILING 4 -1·-·75+00 RAMF' CD ET ~l,C _ CHANNELIZERS <1' 20' SPACING (17 EA) I ~C ETW WORK AREA WORK AREA , VARIES 5.00 12.00' 10.00' VARIES VARIES 10.00' 12.00' 8.00' r iSHLD 1 SHLD 11 .DO' TO SHLD SHLD 2.00' I 16-88' 2.00' ! • '1 I -~--·~ I 1 .oo', \, 2.00' I h , 2.00' , Q , I ! SHLD I J-.l, , 1 .OD' ~ SHLD I ETW (TYPE ST 774+80 CD T-LC TEMPORA Y CASH CUSHION ( TYPE TU11 ) TEMP RAILING (TYPE K) CONSTRUCTION AREA 2 , 1 ·;-------; \ 1j ______ j ~ 1 I \ "'f~ cT:~~A::~---------TRAFFIC HANDLING PLAN ZFAOrl:2◄.1l STAN0AR0.2CL PLNSHT fREV.1/90) SECTION C-C TEMP RAILING L ~ (TYPE K) ( TYPE K) SEE NOTE 8 CONSTRUCTION AREA NO SCALE ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 ' OR!GJNAL SCALE !S IN tNCHES DATE PLOTTED => 02-SEP-2008 Til.tE PLOTTED => 1 6132 SCALE 1 "=50' TH-6 USERNAME =) nlokrori cu 12332 1 EA OGOl30 X ' 0 w >-U) m > C, w "' "' "' "' > I-"' <t "' C, "" I-<t C, ' O>->-wm m . I--,o 0 _,w "' ::,Z "' uQ u _,"' "' <"' JC 00 u w "' 0. w " < .;; z < w ::, 0: C, I-z u w w ~ 0 w "' .. ..J w < <t u JC ... u ::, I ...... oo .. .. .. -.. -.. .... "' CS_, .. 0 .. 1-U C = REMOVE BRIDGE BARRIER AND ADJUST DRAINAGE PRIOR TO K-RAIL PLACEMENT. <9 I ,- ';;, ul \{) -ei \{) ' TEMP RAILING (TYPE K) VARIES 20.00'-50.00" WORK AREA . fl.At.IP co 1cc.-E! •.•• 780-+00 • • .• 8 a· 8 L o STA 78+77 $ LC-1 \ END TEMP K-RAIL VARIES 9 9 1so+oo - 1so+DD STA 779+75 CD ET-LC N MP K-RA L STA 779+31 $ CD ET-LC END I EMP K-RAIL "NB SRT3" i ETW _, 2 ROUTE 73 3 4 785+00 781+66 $ NB RTE 13 IEMP K-RAIL 73 , 78,5+00. ROUTE 7''.3. NORTHBOUND ·785+0 "CD ET-LC" i ETW ETW ETW WORK AREA I 3.00'-12.00' 10.00' 12.00' 12.00' 12.00' 10.00' VARIES VARIES ' 12.00' 10.00' .o 0-24.50' SHLO ------------------ SECTION D-D NO SCALE CONSTRUCTION AREA CONSTRUCTION AREA ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 ,...,,, ... ,.,., ....... ,... ... ••• .............. J 2 ' ' ' OATE PLOTTED => 02-SEP-2008 TTUC" 01 r>TTC'n -'> 1 ~ .-,., 6 7 VARIES 1 5.00'-40.00' WORK AREA COUNTY ROUTE Ora 73 POST MlLES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICAi SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 134 288 Tte stat& <f catlfornla or ffs d'ffcers or aged& shJlf rd b8 rssponslb/e for tM accuracy or comp/dene$s of etfJC/ronlc ccplBS rf ttls pion sla!t. CANYON ROAD U/C 8 ;;•8- 12-00' -.l?_.q()-,-·- "LC-1" i ETW 4.00' SHLD 2.00' TRAFFIC HANDLING PLAN SCALE 1"=50' TH-7 cu 12332 i EA OGOl30 X X >-ro 0 w V> s: w a: w I-"' 0 '-O>-Wal >-o "'w --'z aQ --'"' "'w uo a: w " "' z "' :,; I-" w , 0 a: .. "' " I- .. ~ C .. 0 w V> s: w a: w I-"' 0 >-ro 0 w "' u w I u w <L "' w a: 0 z w w __, w < X u :,; .. .. .. 0 O "' . .. -I ii g ...... .. 0 .. .. u .. 0 0 + ,....o I C1l :,:r-- I-<( ,-1- wVl WW Iz v,_ w---' 190t00 W;c Vlu I-<( ::E ZFA0.C2'1,IJ STANOAR0.2CL PLNSHT 1REV. l/"901 VARIES 20.00'-50.00' WORK AREA ------------------ SECTION E-E NO SCALE \LAGUNA CANYQN ROAD U/C ETW "CD ET-LC" i ETW VARIES VARIES 3.oo·-12.00: 1 o.oo' 12.00· 12.00' 12.00' 10.00' 3.0o'-12. 1 5' , SHLD , SHLD VARIES I 2.30-20.00' .5.00~ i I 2.00' : 2.00' : 1181: 1 2.00· l 2.00• uT 1.00' I •.. ~ .•.· .•· SHLO LI, .1 1 .oo· i ! I i} I i} ! i} • ; ! ~---;7 TEMP RAILING -SEE NOTE 8 (TYPE K) SEE NOTE 8 CONSTRUCTION AREA ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN INCHES WORK AREA SHLD, 2.00'' , I 2.00' SHLD ~ ' i I ________ _llli CONSTRUCTION AREA TEMP RAILING (TYPE K) DATE PLOTTED => 02-SEP-2008 TIME PLOTTED = > 1 €<34 USERNAfi!E => n!ok.rorl 2, STA END Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DA TE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 Tte state tf Ctilfforrla er Its ffflcers or ogods shJl/rdbtJ rttSf)Of1S!ble for tl'I: accuracy or complBIBnes8 af etadronlc CO(itJS rf tlis plan sled. 3 TRAFFIC HANDLING PLAN SCALE 1"=50' TH-8 cu 12332 1 EA OGOl30 C, w >-"' m > C, w w a: !!l w > ,- / ¥ w .. a: C, ~ X w ~~~ ,-.. C, ' O>->-wm m ,-C, c:, ""w -'z w aQ "" " ...J"' w <W :,: UD " ·---l- ~ 0 6· a: 0 w 0-+ ., 00 tn ' .,; ,o ' " w I 00 " "' 1---<( c:, t-z ,___1---u w wtll w , WW a w a: Iz CL ...J (/) -w " "" w--' u :,: t-u WI :,; Vlu 1--- <( :::;; 05+00 RAMP CD ET-LC X ZFAO.C24.□ STANOAR0,2CL PLNSHT !REV. 1/90) 7 8 VARIES 20.00'-50.00' WORK AREA SECTION A-A NO SCALE TEMP RAILING (TYPE Kl -810+00 "ROUTE 73 !i. ETW ' NB" ETW VARIES 3.00'-12.00' 10.00' 12.00' 12.00' 12.00' 12.00' 10.00' i f SHLD • SHLD 2.00' I -~ i ;--='-ac I i ' 1:°00· ~ '. ~H~i fr fr fr ! I ~--------------------------- ' I \__ TEMP RAILING 'l L (TYPE Kl SEE NOTE 8 CONSTRUCTION AREA 3 12.00' 12.00' 12 . .0_0' -- _ _1_2_.00.: _ .J .. q .. oo., 4 I w ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FDR REDUCED PLANS 0 2 OR!GINJl.L SCALE: !S IN INCi-iFS L__Jc__,_ _ __L_j__cL___J 815+00 STA 813+67 NB RTE 73 END TEMP RAIL (TYPE Kl .4 4 815+00 815+00 DATE PLOTTED => 02-SEP-2008 TIME PLOTTED=> 16:36 ·1 6 6 USERNAME => nloKrori 1 01S COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 15.0/17.4 19. 7/23.0 /pVt,,/4,/2 ~"'- REGISTERED C[VlL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 HEE TOTAL NO. SHEETS 136 288 Tm stam cf Cofffornlo or Its cfncers or agents stKJfl na /:le rSS{X)(ISlblo for tta aaa.JrOOJ or comp(eler6S{; of dtdrr:inlc copies d tfis plan sfJJet. 8 9 9 .a TRAFFIC HANDLING PLAN SCALE 1 "=50' TH-9 cu 12332 EA OGOl30 0 w >-V, <D > 0 w w a: V, w > .... w -< a: 0 X w .... -< 0 ' O>->-W<D <D ... 0 0 -<w ..,z w ::i" "' "-u ..IV> w -0:W I UC u "' "' CL w " .;; " z " "' ~ n: 0 .... z u "' w ~ 0 w "' .. .J "' " -< u I .... u ::, X X ···-····_,. .. _____ ,,_ VARIES 20.00'-50.00' WORK AREA SECTION A-A NO SCALE --93-5+00- "ROUTE 73 NB" !i. ETW VARIES ' 3.00'-12.00: 10.00' : 12.00' i SHLD : i ! 2.00' _! __ 1L I 2.00' ETW 12.00' 12.00' 12.00' 10.00' SHLD nr I SHLD I I \-fr fr , fr fr , • LSEE NOTE 8 CONSTRUCTION AREA 1 -1 / ~CHANNELIZERS ~ 20' SPACING /STA 933+05 $ NB RTE 73 l------~i~(B~E:A~l-L------t-J~~IN:S:T~A:LL;T~E:MP~C~R:AS:H~C;U;SH;I;ON~---.!--~::_~_J_ ____ ~~B5~:S..l]Ll:__---~~==:;;~~i (TYPE TU14) 940+00 i 2 3 4 935+00 6 ~ A 7 a ~ROUTE 73 9 __ ",1:"S()t:}~~ ><-"-':,,,-,, HJ d -, - 12.00' 12.00' 12.QQ' 12.09' 10.oq' ADVANCED SIGN ALG STA CODE W21-5 RTE 73 901+00 W21-5b RTE 13 916+00 C30A(CA) RTE 73 926+00 W7-3a RTE 73 926+00 SIGNS SIGN MESSAGE SHOULDER WORK SHOULDER CLOSED LEFT SHOULDER CLOSED NEXT 7 MILES STA 933+05 NB RTE 73 BEGIN TEMP RAIL TYPE K E ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 nc,,-.,M.,, ,:,,....,," ,c-,., ,u,-,uc-<.'" I 2 ' ' ' TEMP RAILING (TYPE K) DATE PLOTTED "'> 02-SEP-2008 TTUI'" Pl nTTl'"n =-~ '", "'" 0 13 15.0/17.4 137 288 ra 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9,618 Tbs state of Calffornla or Ifs d'flcers or agerts shJU rd Ile rssponslbltJ fer ttr: accurOC/ or CQfflf]ldrJneS6 of elsctroric OOf)les of tlis p(an smet. TRAFFIC HANDLING PLAN SCALE 1 "=50' TH-10 cu 12332 EA OGOl30 " w >-"' m > " w w a: "' w > I-w <( a: " X w I-<( 0 '-O>->-wm "' I-" " 0 «w 945+00 -'z w 0 6 a~ "" + u ..I"' w 0"' <iW :i: -..-UC u I .,, :c ,_., ,- 1-Vl ~ w "' 0. WW w ::r:z " <( v,- z u, .../ <( w w " a: w:c C, >-z v,u u w ,- w .. , w ::; 0 "' .. .../ w <( -« u :i: >-u ::, X X ZFA0,!24,ll STANOARD.2CL PLNSfff lREV. !?901 VARIES 20.00'-so.oo' WORK AREA SECTION A-A NO SCALE "ROUTE 73 NB" i ETW VARIES .oo'-12.00' 1 o.oo' 12.00' SHLD 2.00' ' I 2.00' ETW 12.00' 12.00' 10.00' SHLD i SHLD ' I ~--~ ____ fr __ ~--~--L---~ ~ TEMP RAILING (TYPE K) SEE NOTE 8 '--CONSTRUCTION AREA ROUTE: 73·· NORTR~OUND ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS O 2 OR!GlNAL SC.,t.l.E: IS IN lNCMF"S DATE PLOTTED => 02-SEP-2006 TIME PLOTTED=> 16:39 TEMP RAILING (TYPE K) USERNAM£ => n!akroc-i 12 15.0/17.4 19.7/23.0 REGISTERED ClV[L ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 Ttr, state of callfornla or ffs off/a-rs or agetts s!rJ/1 nd b8 rSS{XXISfble for Im accuracy or complele/JfJss d oltdrorlc copltJS cf tfis ,:icn sh!!d. SCALE 1 "=50' TH-11 cu 12332 EA OGOl30 X X X >-m 0 w "' > w tr w ,.. ., 0 ' o>-wm ,.. 0 .. .., ..Jz aQ _,"' .. .., C,0 " w " .. z .. ~ ,.. u w , 0 " ~ .. u ,.. ~ !; .. 0 w V> > w tr w ,.. ., 0 >-m 0 w ~ u w :,; u "t l1- u, w rr 0 z w w ..J w <( :,; u "' .. .. . Oo"' .... -.. -.. .. .. '"' .. "' .. .. o .. .... .. ~-.. - -\ .... .... \ ~ .... .... -ei ~ 't;\ \[I -,o·.q.o\--- ZF'A0ot2-4,D STANOARO~ f>LNSHT IR!;.V. 1/901 ~----,, __ ,.- 2 3 VARIES 20.00'-SO.OO' WORK AREA 4 "ROUTE 73 NB" i ETW VARIES I 3.00'-1 2.00'. 1 0.00' I 12.00' L CONSTRUCTION AREA ETW 12.00' 12.00' 10.00' SHLD ········"'··· 7 8 ROUTE 13 NOR1HBOUNtr ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 9 970-+0Q 970+00 \ \__ TEMP RA I LI NG (TYPE K) DATE PLOTTED => 02-SEP-2008 TIME PLOTTED::> !6!41 1 USERNAME => n I okror i 2 DIS COUNTY ROUTE 12 Ora 73 POST MILES TOTAL PROJECT 15.0/17 .4 19.7/23.0 REGISTERED Cl VIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA1 SUITE 100 IRVINE, CA 9<618 rm stoto or ca/lforlia or ffs off!CNs or arpts shr:Jfl nd be f'55ponsfble for ft» armracy or ccmp(dene.s6 of r,/eclranlc coplM af ttis plan steet. TRAFFIC HANDLING PLAN SCALE 1 "=50' TH-12 cu 12332 EA OGOl30 0 w >--Vl m > 0 w w "' Vl w > ,.. w <{ 0: 0 X w ,.. <{ 0 ' D>->-wm .. ,..0 0 ""w 35 w "' '-'-u --' V, w <tW r uo u ~ 0 0 "' [L + w ''"" " <{ V> -,... z I (» " w " 0: ii 0 >-z u w I-" Ill w , t\i 0 w 0: 0. ..... :,: -w Ill ..J " ... u X ul :,: . >-u ul (.) :,; Ill I-" <1 :. X X ZF'.t.0o[Z4.ll STANDARD.2CL PLNSfff CRE:V.1/901 8 7 VARIES 20.00·-so.oo' WORK AREA SECTION A-A NO SCALE 9 "ROUTE 73 NB" i ETW ETW VARIES I I .oo·-12.00' 10.00' ' 12.00' 12.00' 12.00' 10.00' I I ! SHLD 2.00' i 2.00' : SHLD SHLD :fr fr fr ~--------------------- \_TEMP RAILING I (TYPE Kl LsEE NOTE 8 L CONSTRUCTION AREA 980+00 980+00 1. SB ROUT/;'.?$ ·4 2 A 3 iRoun 73 4 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 n/:?11'::INAI <::r~I i:;-,,;: t!J 11,1r1-1i::-<:: f 2 I ' I sss+oo. 9Bs+oo 9 -··;;,:: .. ;·,-;-:·:.• TEMP RA I L i'NG (TYPE K) DATE PLOTTED => 02-SEP-200B TJME: PlOTTf".D :) lfi:~:, 6 6 USERNAME => niokro~l IS COUNTY 12 Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 HEE TOTAL NO. SHEETS 140 288 Tte state of Cdlforn/o or lt6 rfflctJrs or ogeds smff rd be r8Sf;OflS/ble for ttB OCWTOC/ or ccmp/etenass af elt:elron/c copies cf tfis plan steet. TRAFFIC HANDLING PLAN SCALE 1 "=50' TH-13 cu 12332 EA OGOl30 ' X X X 0 w >-V> "' > 0 w w "' V> w > ... w "' "' 0 w ... "' 0 ' O>->-wro "' >-o 0 "'w -'z w ~ aQ u _,v, w «w I uo u "! "' "-w " "' .,; z "' w ::,; (C 0 t-z u w w ~ 0 w "' n. -' w "' < u I t-u " 0 0 "'6 -m 1m ,_..: ,_ ,_ "' V) "'"' ;:r: 2 "'-_, ..., w;:r: <nu ,_ ..: ::::; 1' 2- 2 VARIES 20.00'-50.00' WORK AREA SECTION A-A NO SCALE 3 4 "ROUTE 73 ~ ETW VARIES 3,oo'-12.00' 1 o.oo' SHLD I ' NB" ETW 12.00' 12.00' 12.00' , I , I 2.00' 1 , ! 2.00' i 1 .00' ' SHLD TEMP RA[L!NG • 99s+oo (TYPE K) LSEE NOTE 8 L CONSTRUCTION AREA 6 99s+oo 6 J I l 7 ... ,._ ___ _ .. , ' __ ,_ 8· 8 10.00' SHLD 9 -' 1000+00 9 1000+00 ·--------------\ ,-..____ I -..____ I WILDLIFE U/C •-..____ "'s"'R=. ""N"'o~. "'5=5s-'-""s""s2~R~- ~----FOR BRIDGE WIDENING ________ "I-_, ___ , ___ ¾ -..____ SEE STRUCTURAL PLANS ________ ., ·------------________ ., '-..____ -------· --.____ _______ ., '-'r~ ,;..-------'lc. -------,,------------~~ ·----------.,..------· All DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 2 3 ZFAOd:24.ll STAN0ARD.2Cl. PLNSHT (REV. 1/901 ORIGINAL SCALE IS IN INC.l·'IF:S DATE PLOTTED :> 02-SEP-2008 TIME PLOTTED.:,) 16:43 SB ROUTE 73 1 2 USERNAME => c,iokrot'i 2 IS COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 15.0/17.4 19. 7/23.0 /)t-t,~-?&/~- REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICAi SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO, SHEETS 141 2B8 Tie state of CollforJia or ffs offlr.ers or agerts s/rJII nd be responsltie for ttr, acwrocy or complelene6S of elecfrolic ooples of tlis plan smet. 4 3 li_ROUTE 73 4 TRAFFIC HANDLING PLAN SCALE 1"=50' TH-14 cu 12332 EA OGOl30 X X X 0 w >-V, m > 0 w w a: V, w > I-w <( a: 0 w t-<( 0 ' D>->-wm m 1--0 0 ""w -'z w ~ [lQ u .., V, w <(W :,: uo u w 0: ~ w C) <( vi z <( w ~ 0: c:, t-z <.> w w , 0 w 0: n. -' w <( <( <.> :c t-u "' I .. .... . 0 O m ..... -.. -.. "' .... C 0:"' == 8 : 0 0 ..,_ .... .,., -o ,o ~-,__ ,__~ f:JV> ~~ .... ,.,_,..., ~ ~ ZFAO,C24,ll STANOAR0,2CI-PLNSHT IREV. l/901 X X VARIES 20.00'-50.00' WORK AREA "ROUTE 73 NB" !i ETW VARIES I 3.00'-12.00' 10.00' 12.00' SHLO I I j ! 2.00' , 2.00' ETW 12.00' 12.00' I ' 10.00' SHLD 1 ; SHLD : ------,~~~!:~~~~----.,\~~ """""fr----fr --- NO SCALE I (TYPE K) X ~sEE NOTE 8 ~ CONSTRUCTION AREA ··R◊UtE•7'3. NORTHBOlJNO .. •• ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE 15 IN INCMF.:S L__!_J_ _ _L_j__! _ _l TEMP RAILING (TYPE K) DATE PLOTTED => 02-SEP-2008 TIME PLOTTED=> 16:45 6 1. .RAMP NCD-1 12 Oro 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 rm stare <f Cc/lfortia or Its cfflres or agtJds sh1/J rot be rosponstblo for tttJ occtJraey or ~ d el«ironfc CO{:Jes uf ffis plan steel. 9 8. TRAFFIC HANDLING PLAN SCALE 1 "=50' TH-15 IJSERNAME => ntoKrori cu 12332 EA OGOl30 0 w >-V, m > 0 w w a: V, w > t-w .. a: 0 X w t-.. 0 ' O>->-wm m >-o "w 0 -'z w aQ ~ u -"" w <tW ,: uo u uJ a: Q_ w " <( "' z ' <( uJ " a: 0 t-z u uJ w ~ 0 uJ a: n. ...I uJ <( « u I t-u :,; X 0 o. + 0 lllN ';"o :r- I-<( ,_,-wVl "'w :rz v,_ w-' W:,: Vlu I-<( ::; ---RAMP· NC-0-4 1 2 3 VARIES 20.00'-50.00' WORK AREA SECTION A-A NO SCALE "ROUTE 73 NB" l. ETW VARIES 3.00'-12.00 10.00' I 12.00' 12.00' ETW I 12.00' I 1 o.oo' 1025+00 1025+00 SHLD ' SHLD I 2.00' I i 2.00' : / SHLD ! \~,,.~"''"fr ____ L_c_ (TYPE K) SEE NOTE 8 CONSTRUCTION AREA ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 ,....,,,..,.,.. ,.,...,,. ,,. ,., ,.,,..,.,.,. l 2 ' 3 ' DATE PLOTTED => 02-S£P~2oos TU.U:-C>I nTTrn _,.. • ,: • '"'' 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 HEE TOTAL NO. SHEETS 143 288 Tfr1 stata of canrorria er Ifs rfflcen, or ogerts smtl rd Dll raspooslble for ffTJ otnJraey or OOf1J}hflBneSs d eltJCtnxic CIJJ)[es <f tfis pion stmt. NEWPO T COAST DRIVE TRAFF C HANDLING PLAN SHALL BE PER CITY PERM! AND BE .APPROVED BY THE ENGINEER i ---I ---t ~!- • ·-I- r u1ct.·, -2 3 TRAFFIC HANDLING PLAN SCALE 1 "=50' TH-16 cu 12332 EA OG0/30 X X X 0 w >-V, ., > 0 w w cc "' w > I-w <( cc 0 w I-" C '-O>->-WOJ ., 1-0 0 <w -'z w a~ ,, u -'"' w S:W :,: UC u w a: a_ "' " " "' z " w " "' 0 I-z " w "' , 0 w a: IL -' w " <( u :,: ,-u ::, I .. .. .. .. ...... .. "' -,._u "' .. .. C .. .. .. 0 .. ,-UC o· 0•"· +- lP~- i; -- ~o j:--· .... <( ........ u.l \fl u.l u.l :Cz \fl -u.1-' u.1:t: -\flu .... <( :::;. ZFAO.C2-4.ll ST.4NDAR0.2CL PLNStff fREV. l/901 7 6 (i_ROUTE 73 7 VARIES 20.00'-50.00' WORK AREA "ROUTE 73 NB" ~ ETW VARIES I .00'-12.00' 10.00' 12.00' SHLD I 2.00' ! -H I ! i ! ! ! 2.00' I ETW 12.00' 12.00' 10.00' SHLD 1.-00' I: ;_ SHLD 1._ ------S~~;I:~~~:----~,.....~=' ~~~ "~'~'~"fr_ ____ fl_ ___ _ 8 8 NO SCALE ; (TYPE K) I I SEE NOTE 8 L CONSTRUCTION AREA 3 SBROlJTE 73 -4 1045+00 1 9 1040+00 2 3 4 1045+00 -2 ,ob' SHLD NbRtBBQUND TEMP RAILING (TYPE Kl 8040+00_ .. _-· ... RAMP NGD-8 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK DNL Y. FOR REDUCED PLANS 0 ni:>ir.l!h.fAI Cf'Al I'" IC:: IM lh.f('I.U:,.C: / ' I ' I 8045+00 DATE PLOTTED ::)02-SEP-2008 TIMF PIOTWD :). rn:41'1 6 -7 6 6 USERNAM£ =). r,Jnkrori 7 7 Ora 73 15.0/17.4 19.7/23.0 RE.GI STEREO CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 144 288 Tlll state d California or Ifs afflcos or agerts staff 11d btl ft:SfX}IISltJ/s for ttB ocooraq, or ccmp(eteness af ettdrOtllc copf&; rf ttis plan sheet. 12.0Q __ ' 12.00.'. ---.12.00' .1.0 ... 001 X TRAFFIC HANDLING PLAN SCALE 1"=50' TH-17 cu 12332 EA OGOl30 • • C w >-V, "' > C w w a: V, w > f--w .. a: C w f--.. C ' C>->-w,n "' >--c C «w ...,z w aQ "' u ..JV> w ..... I UC u w a: a: w " .. "' z " w " a: 0 I-z u w w ~ ~ 0 a: .. ...J w " .. u :,: I-u " I .. :! ..... 2 g!! .. -.. "' .... C _, _, .. 0 .. .. .... 0- 0 + r--0 ~ V) I 0 1 :r~ ,_ ... ,_ ,_ w"' WW :rz "'-w-' W:r "'u ,_ ... ~ ()_5_0+06 ZFAO.C24,ll STANOARD.2Ct. PLNSHT IREV.1/901 2 2 VARIES 20.00'-50.00' WORK AREA SECTION A-A NO SCALE 4 3 4 "ROUTE 73 NB" ~ ETW VARIES I ETW .oo'-12.00' 1 o.oo' 12.00' 12.00' 12.00' 12.00' 10.00' SHLD SHLD 2.00' I 2.00' I SHLD ~--~-----fr ____ fr ____ D ______ _ ~TEMP RAILING (TYPE K) SEE NOTE 8 CONSTRUCTION AREA 1-055+-00 1 055+00 6 7 se RO\JtE 73 -- 9 8 9 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 ' ORIGINAL SCALE !S IN INCHES --: \OGO+OO 1060+00 DATE PLOTTED => 02-SE.P-2006 TIMf'. Pl0TT£D => 16: 49 USERNAME => nlokrori 15.0/17.4 19. 7 /23.0 REGlSTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 TOTAL SHEETS 288 Tm stam rf C<Jtlfornla or ffs rfffcers or agtds shJ/1 oot Ix, rBSPOf'ISlble for ttt: acaJf'OCJ or COh(iemrtBS& rf e/lJdroric cop/M af tlis p/tJn smd. TRAFFIC HANDLING PLAN SCALE 1"=50' TH-18 cu 12332 EA OGOl30 C w )-"' <O > C w w a: V) w > ... w « "' C X w ... < C ' C)->-W<O <D ... 0 <w 0 -'z w aQ "' " ...IV) w <W I uo " ~ a; w 11- " < ,;; z -< w ::, a: C 0 ... z 0 w 0 w + .., a,"' 0 w a; -"' .. ...I ,o w :r-< « 0 I f---< ... u ::, f---f--- wVl WW :rz v,_ w...J :r U-f---< ::; 7F'A<ld"74.ll STANDARD_:.>CL Pl.NSlff fR!="II. l,'!IDI VARIES 20.00'-50.00' WORK AREA SECTION A-A NO SCALE "ROUTE 73 NB" ~ ETW VARIES I 3.oo'-12.00' 1 o.oo' • 12.00' 12.00' 12,00' LSEE NOTE 8 RAILING (TYPE K) ~ CONSTRUCTION AREA . 1010+00 . 1 -TEMP RAILING .(TYPE K) 2 ETW 10.00' SHLO ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS 0 <\<>lr.1>.10.I c,,-AI C" ICC <M 1•1r-uC"<> I 2 I ' I . 1075+00 DATE PLOTTED ,:,) 02-SEP-200B TTU~ PlnTn:'n ,,,,, 1!:•<;n 6 POST MILES HEE TOTAL IS COUNTY ROUTE TOT AL PROJECT NO. SHEETS 12 Ora 73 15.0/17.4 19.7/23.0 /},:~~ £/A-4- REGISTERED CIV J L ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 146 288 Thri Sfal8 tf OJ/lfomla or ffs ornoors er a,pts sfr:111 rd be responslb/6 for tm aoa.JrOC/ or axrpereni,ss rf dtdrcn/a ooples rf tits plan sfl:t!I. TRAFFIC HANDLING PLAN SCALE 1 "=50' TH-19 cu 12332 I EA OGOl30 0 w >-V, a, > 0 w w a: V, w > I-w « 0: 0 X w I-« 0 ' O>->-wa, "' 1-0 0 «w -'z w ::, " "' "-u -' V, w «w :c uo u 0: ~ w 0.. " « '" z « w ::, a: 0 0 0 I-z u w + w "'0 , ~a, 0 w ,o 0: n. -' ::c ~ w I-<1; « < u "' 1-I-I-u "' wVl WW ::cz v,_ w-' W::c Vlu 1--<1; .. ::. X ZF'J,o,[24.ll STAl'fOARD.2CL Pi.NSHT !REV. 1/901 BON!TA CANYON DR. TRAFFIC HANDLING PLAN SHALL BE PER C TY PERMIT AND APRROVED BY THE ENGINEER VARIES 20.00'-50.00' WORK AREA "ROUTE 73 l. ETW VARIES 3.00'-12.00' 10.00' I NB" 12.00' SEE NOTE 8 CONSTRUCTION AREA FORD RD./ BONITA CANYON BR. NO. 55-760 R FOR BRIDGE WIDENING SEE STRUCTURAL PLANS DR. U/C 12.00' 12.00' ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. FDR REDUCED PLANS 0 2 ORIGINAL SCALE tS IN INCHES ETW ' 10.00' SHLO OATE PLOTTEO => 02-S£P-2008 TIME PLOTTEO ==> 16:55 USERNAME => n!akror-i COUNTY Ora 73 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9;c618 HEE TOTAL NO. SHEETS 147 288 TM state of ca/!fornla or "s afffCtJfs or agtds Simi rd be rfJS/XXISlble for fir: aa:urQCJ or C(JIT)fit!kmss at elfJdroric copies of ttis plan slBet. TRAFFIC HANDLING PLAN SCALE 1 "=50' TH-20 cu 12332 EA OGOl30 • >-m 0 w V> > w a: w ... .. 0 '-o>-wm 1-0 ""w --'z a~ ..J Vl -<W uo ffi " • z ; ,-u w , 0 a: n. .. u ... ! 0 w V> > w a: w ... .. 0 >-<D 0 w "' u w I u "' w "' 0 z w ,,; ..J w <t :c u :::, g .... .,_o"' co!i!!O """ ,. C ,_ W .. o .. .... C 0 0 + I-1-u.l C/l u.lu.1 ~~ ~· ....I -u.1 12_._oo' \);l::t: 12.00' u ____ , .. ••·- '.;; 1.2 .oo' ::; %FAO.t24,ll STANOAR0.2Cl Pt..NSHT IREV. l/90) 6 VARIES 20.00'-50.00' WORK AREA SECTION A A NO SCALE VARIES "ROUTE 73 l. ETW I NB" .oo'-12.00' 1 o.oo' ' 12.00' SHLD ' I 2.00' ' I 2.00' 1.00' 12.00' 12.00' 12.00' ETW 10.00' SHLD I SHLD \~ __ l __ fr __ l __ Q _____ fr_ ______ _ TEMP RAILING (TYPE K) LSEE NOTE 8 CONSTRUCTION AREA 1 2 11--00+00 - ---~--- RQUiE.13NORJHBblJND l..--A ALL DIMENSIONS ARE THIS PLAN ACCURATE ~~:ETET UNLESS OTHERWISE SHOWN RAFFIC HANDLING WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 3 -1105+00 - DATE PLOTTED "'> 02-SEP-2008 TIME PLOTTED :) 16,56 6 --7 6 7 TEMP RAJ LING (TYPE K) COUNTY ROUTE POST MILES TOTAL PROJECT Ora 73 15.0/17.4 19.7/23.0 /ft1.J...,.,f2£.,/_,u;._. REGISTERED CIVIL ENGINEER PLANS APPROVAL O~TE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA SUITE IRVINE, CA 92618 100 TOTAL SHEETS 288 Tts stal& <i 01/lforria ft fm accuracy or r.crnp~ s d'°",j:::f age,ts s/all m be respoosfble r, c copies <f flis plan steet. or 8 END TEMP_ KcRAIL ----- . i 9 I .g,;, 12.00' 12.QQ' 12 -00' 12-00' --, o.oo·.- 9 TRAFFIC HANDLING PLAN SCALE 1 "=50' TH-21 USERNAME => nlokrori CU 12332 EA OGOJ30 ' D w >-"' a, > 0 w w oc V, w > ... w "' oc D w ... "' D ' O>->-Wal a, ... 0 "'w D --'z w G!::! ~ u ...JU, w ..:w I uo u w "' o._ w " "' V, z "' w " oc 0 t-z u w w , 0 w "' .. ...J w "' < u er t-u ::, SIGN SIGN No. CODE A C23(CA) B C14(CA) C C23(CA) D C14(CA) E C30A(CA) F C31 A(CA) G W7-3A H W21-5B I W21-5 TOTAL NB73 908+41 C23(CA) C23(CA) NB73 906+41 ZFAOd::?4Jl STAN0AR0.2CL PL!IISHT IREV.1/90) CONSTRUCTION AREA SIGNS SIGN SIZE 48"x48" 24"x46" 30"x30'' 1 B"x36" 48"x48" 30"x30" 30"x30" 30"x30" 30"x30" 910 NUMBER NUMBER OF POSTS OF SIGNS AND SIZE 4 (TWO) 4"X411 4 (TWO) 4"X4" 5 (ONE) 4"X4" 4 (ONE) 4"X4" 7 (ONE) 4"X4" 2 (ONE) 4"X4" 3 (ONE) 4"X4" 3 (ONE) 4"X4"" 3 (ONE) 4"X4" 35 RTE 73 663+00 C23(CA) A C23(CA) RTE 73 663+00 690 C23(CA) PGR-8 693+00 930 NOTES: SIGN MESSAGE ROAD WORK AHEAD END ROAD WORK ROAD WORK AHEAD END ROAD WORK LEFT SHOULDER CLOSED NO SHOULDER NEXT 7 MILES SHOULDER CLOSED SHOULDER WORK E C30A(CA) PGR-B 699+00 RO 73 970 1. LOCATIONS OF CONSTRUCTION AREA SIGNS SHOWN ARE APPROXIMATE. EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER. 2. REMOVE OR COVER ALL CONFLICTING SIGNING AS DIRECTED BY THE ENGINEER. 3. FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE TRAFFIC HANDLING PLANS. LEGEND: NB73 761+75 C31 A(CA) II CONSTRUCTION SIGN ( 1 POST) CONSTRUCTION SIGN (2 POST) LC-8 77+00 C23(CA) C31 A(CA) ~ CD ET-LC 772+00 C23(CA) E C30A(CA) LC-8 791+80 C14(CA) ET-1 725+00 CD ET-LC 760+50 C14(CA) LC-1 75+00 7010 D C14(CA) NCD-1 1 01 0+00 C ~ C23(CA) NCD-B 8022+00 C30A(CA) NCD-8 804 8+00 BC-1 1 70+00 C14(CA) ~ \ NB73 815+00 C14(CA) ROUTE 73 ~ I 1,30 C14(CA) NB73 815+00 NB73 1112+00 C14(CA) G C23(CA) BC-2 273+50 G 111 0 ~ C30A(CA) BC-2 294+00 NB73 1112+00 C14(CA) Oro 73 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 HEE TOTAL NO. SHEETS 149 288 Tl'tt state rx Colffomla or rts offlws or agerts sfri/1 rd be respans/bltJ for tm ocwracy or ccrrpldeness or tJfedrortlc CO{ies or ffis pion stm. 890 CONSTRUCTION AREA SIGNS ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN INCHES DATE PLOTTED => 02-SEP-2008 TIM£ PLOTTED=> 07:03 SCALE 1 "=50" CS-1 USERNAME => nlakrori cu 12332 EA OGOl30 K K 0 w >-V, ,n > C w w a: V, w > I-w .. a: C w I-.. 0 ' O>->-WI!) a, I-C C ""w -'z w aQ ~ u _, V, w «w I uo u w a: 0.. w " < .;; z .. w ::, a: C I-z u w w , 0 w a: "-_, w .. .. u I I-u ::, LEGEND ®= MODIFIED PERMANENT PAVEMENT DELINEATION DETAIL @= PERMANENT PAVEMENT DELINEATION DETAIL B@= BEGIN PERMANENT PAVEMENT DELINEATION DETAIL E@= END PERMANENT PAVEMENT DELINEATION DETAIL @= PAVEMENT MARKING R@= REMOVE PAVEMENT MARKING JOIN B 25 JOIN f \ \ t I .a;"." \ ' \ ' \ RPM I \ ' I I I I ' RM I ' Re '@ ' l I W75 LT I RTE 73 S-to 6 79+00 \ I RM LANE ® ENDS B@) JOIN MERGE W11 LEFT ~ NOTE: 1. REMOVE ALL EXISTING STRIPING THAT CONFLICTS 2. DETAIL 14 MATCH EXISTING LOCATIONS 71="40of24.11 ST.6NOAR0.2Cl PlNSHT !!!EV. !/"iOI IS @ = INSTALL SIGN S/S SINGLE POST SIGN DOUBLE POST SIGN @=STRAP ANO SADDLE BRACKET METHOD ROADSIDE SIGN RM @ = REMOVE SIGN RL @ = RELOCATE SIGN 4 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES ANO LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS 0 ni::;,1r:m..1A, "'""-' I<" 1<: th.I ,..,r.,l<"C:: I 2 I ' I DATE PLOTTED "'> 02-SEP-2008 TTUf' PJ.OTTI'D :} n:01 COUNTY ROUTE Oro 73 POST MILES TOTAL PROJECT 15.0/17 .4 19.7/23.0 REG I STEREO C 1 V l L ENG J NEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACJFJCAi SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 1 50 288 T~ stat& or canrorria or ft6 officers or agarts stall rd be respoos/blrJ for ttB orevrOC}' or o,mpletensss of a/ectronlc ooplos d tits plan slr!.el. 25 · · -JOlN. . .EX.i.Sct E USERNAl.!E => n!nk..-nri I E@) JOIN Exist 9 PAVEMENT DELINEATION AND SIGN PLAN SCALE 1"=50' PD-1 cu 12332 EA OGOI30 X X C> w >-V> co > 0 w w "' "' w > f-w -0: "' 0 w f--0: 0 ' O>->-W<D "' >-o -0: w 0 --'z w a~ " u _,.,, w -0:W ,: UC u "-! "' ~ w " <( z .,, <( w ::, "' 0 I-z u w w ., 0 w 0: .. _, w <( -0: u " I-u :::, I .. .. "' -0 O"' .... -= ii fi Ca, .. .. 0 .. >-C> C @ C;v 'J ····•···· ; I 0 0 + I _o .. j I 0 or-- n.<[ I f-f-wvi w :i:w V)~ ZF'AD.C:;24,l] STANDARD.20.. PLNSHT !REV. 1/50) ···-"?-- 3 --------- . 7-03+82 PROPO~@ ES 710+00 9 7 ~ROUTE 73 a ------------------------ 4 705+00 6 --------- ----------- ------------------------------------- ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN mis PLAlZ~c~~Ift f~~ ~f$t~~~r5~'h1~~~tib~-JoRK ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN INCHES 3 DATE PLOTTED => 02-SEP-2008 TIME PLOTTED => 17:03 2 ---- USERNAf.lE => nlokrori IS COUNTY 12 Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 Tm Sfatc d" California or rts afflcus rr agents &fdf not b8 responsfb/f: for th! acaJracy or comple/Ness af 61«;/ron/c aoplM of flis plan shd. J 4 4 3 PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-2 cu 12332 EA OGOJ30 0 w >-V> "' > 0 w w a: "' w > ,_ w .. a: 0 X w ,_ .. 0 ' --1-5+00-O>->-Wal al ,_ ·-y,-.,:O 0 ..,w w ::,Z ,, us! u ..JV, w «w I uo u w a: a_ w " .. "'-0 z 0 .. w :, c,: + 0 NLO ,-z u w ,~ w 0 r-- ~ o..., 0 w a: ,_,-._ _, w w"' ., « WW (.) I ,-u ~z ::, "'-w---' w~ "'u ,-.. ::. X X ZF'AO.C24,ll STANOAF!D.ZCL PLNSHT lRE:V. 1/90> 6 9 7 B· 7 8 9 -'--------------- 20+00 -125+00 r . ·· PR◊PdsE'b f's 720+00 2 It.ROUTE 734 3 725+00 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS O I 2 ORtr.lN.6.1 i:::.r.Al I'" IC: IN INf'.l-ll'"C: L___J,.----L...._ __ L_ _____ ,J ' I DATE PLOTTED => 02-SEP-2008 TIME PLOTT.E:D => i7:04 fr 6 USERNAME ~> nlokrc~; Ora 73 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 288 TM state rf California or Us afffoers or oged.s shJI/ f'll1f btt rM/Xi)Slble for rm aoour,JC/ or COOlp{eleflt:SS af e/tJCtrodc CtJ()fes of ffis pion 6/m. B 9· i I 7 8 I PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-3 cu 12332 EA 0GOl30 X ' X X 0 w >-"' <D > 0 w w oc u, w > I-w -< oc 0 w I--< 0 ' O>-,. W<D <D 1-0 0 ""w -'z w :, " " "-u ...,.,, w <:W I uo u "! 0: Q. w " .. .,; z "' w " "' C, ... z u w w ., 0 w 0: .. ..., w "' < " "' ... u ::, "' ~ .. " .... CO .. tsu "' " "' C" .. " .... .. .. .. ZFAO.tZ4,ll STANDARO.ZCL PLNSHT iRE:V. l/90l 735+00 3 35+00 ·7 rPROPOSED ES 740+48 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN INCHES DATE PLOTTED => 02-SEP-2008 TIME PLOTTED => 11:06 2 USERNAME =) r,'.oKror: IS COUNTY 12 Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17 .4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 Th8 state d" C4/lfornlo or Ifs d"ffO!lrs or agents st,a/f nat tie rfJSfXXIS{bltJ for ffle ocwrQOf or car,pldeness of eledronlc a;,p/M af tfis pion s/J!d. PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "~so' PD-4 cu 12332 EA OGOl30 0 w >-V, "' > 0 w w er V, w > I-w ., er 0 X w I-., 0 ' □>->-wm "' 1-0 0 «w -'z w aQ ~ u ...JV> w .,:w I u □ u , 6 750+00 ·B 9 ~ 0: a. w 0 <n ., z -., w ~ ,r 0 0 >-z 0 u w + w "10 , w 0 I 'It 0: er--~ ...J w a..<( ., ., 6 u I ,._,_ I-u WVl ::, w :rW v,:Z -6 ff.ROUTE 73 1 w-' W:,: <nu ---- ,_ <( 2 Nf:lRQUTE 73 X , 745+00 RAMP .ET,,J ZFAO.C2"4,ll STANDARD,2Ct. PLNSHT rRE:V.I/901 RAMP ET~ 4 3 2 , _,.,,·', ,.· -1· 6 JOIN ExisT 750+00 1 750+00 PROPOSED ES 2 3 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS O l 2 3 ni:.>Jr.lNAI C:C:AI J:' 1c:;; l~ l!llr,1,/J;'C:: L___L ___ J_ .. L ___ L J d;?) y JOIN 1 E 4 ' ' 755+00 755,+,0Q,,, • ---- . ?5§+00 OATE PLOTTED => 02-SEP-2008 TIME PLOTTED => 17:0R 6 7 6 ,fr , 6 278 USERNAli!E => n: akror i 1 12 Ora 73 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICAi SUITE 100 IRVINE, CA 9<618 TOTAL SHEETS 288 rm state tf Calffomla tr lt6 ffffrNs er ar,ents sit/II rd be responsfbltJ for ttr: rJCClJfCJC/ or oompldeness d eltJdranlc copfM rf ffis plan sh!Jd. B 9 8 8 9 760+00 PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-5 cu 12332 EA OGOl30 0 w >-"' <D > 0 w w "' "' w > .... "·· w " "' 0 X w .... " 0 ' O>->-W<D 0:, I-0 0 "w -'z w DQ ~ u ..J"' w "w I 0 <.>O u 0 + .,,o I <l> w or-- "' o._ "-« w 1-I-" w"' " "' z WW " w " "' :,:: z 0 "'-.... z w-' '-' w w W:r: , 0 w "'u "' .. ..J I-w <( > " " ::;; '-' I I-u ::, X -1 --2 X ZFAO.C24,ll STANOAFID,2CL pLNSHT (REV.!/901 ~ ~ 765ae00- - 7 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS 0 2 ' ORIGINAL SCALE IS IN INCHES 770_+00 _1 B 25A DATE PLOTTED => 02-SEP-2008 TIME PLOTTED=> :1::0 I l Ot ~, +I USERNAt.!E => nlakrori IS COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 15.0/17.4 19. 7/23.0 /-J,,t,/Jc'&"..44-- REGISTERED CIVIL ENGINEER PLANS .APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 TOTAL SHEETS 288 TIB stat& of Collfornfo or ffs cfflcers or agerts sfrJJI rd be fe6Pl)l'IS1b/e for th!J accuracy or o::mp/ete.:ieS5 Df dedTOIIIC copies d ffis plan sttd. 3 I B I @) PAVEMENT DELINEATION AND SIGN PLAN SCALE 1"=50' PD-6 cu 12332 EA 0GDl30 0 w >-"' m > C w w 0: V, w > I- i,;~M? -c1rte-£:1. -11----·--- w « 0: 0 X w I-« -9- 0 ' O>->-wm m I-«c 0 _,w w :,Z ,, o2 0 8 9 -' V, w « w I 00 0 w 0: "-w " .. .,; 2 .. w "' 0: 0 I-z u w w -, ..; 0 0: 0. -' w .. « u I I-u " !'>- ' ! ! 25A X X ZFA0.C24,ll STAN0ARD.2CL PLNSHT ~E:V.1/90) 780+00 JOIN EXIST E@ JOIN EXIST ,-"' + ' 2 2 3 4 785+00 , .. ::..:··c..·..: _-:.a.,_-... --------_ • .;. • .;,;. ----------------·'"'I .. 25A,!-----'+~5~5'------~~ '··.,'' ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES DATE PLOTTED => 02-SE?-2008 TIME PLOTTED => 17: 12 7 i; 7 USERNAt.lE => nlokrori IS COUNTY ROUTE POST MILES TOTAL PROJECT 12 Oro 73 15.0/17 .4 19.7/23.0 ,J--.,z,;.~~.WA-4-- REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACJFICAi SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 156 288 Tl"B state rf catlforria or Its rfflcsrs or <J{}Blts sfKJII oot be rcsponsTblB for ttB accuracy or carf)ldeness of efeclronlc copies er ttfs plan sfteef. --a RAMP LC~3 .. esa·}l{jlJtJ/13 9 JOIN RAMP /MAINLINE @) a! ----- I PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-7 cu 12332 EA OGOl30 D w ,-. U> m > 0 w w a: !/1 w > >-w .. a: 0 X w >-<( 0 ' D>-,-. wm "' >-o «w D --'z w aQ ~ u ..J V1 w «w :c uo u 0 0 + w ,-..0 I a, a: <L 0 ,-.. w " a..<( .. V) z ,_.,-.. w ::; a: wVl D WW ... z u w ::cz w VJ-~ w-' 0 w 790±00 a: .. ...J W::,: w Vlu .. <( u :c I-... u <( "' ::,; X ZFAOd:24,C STANOAR0..2CL PLNSHT IRE\/. l/90) • · es+oo .. ER 27B 278 7 _L RAMP CDET-LC ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET P0-1 THIS PLAN ACCURATE FOR PAVEME~T DELINEATION WORK ONLY. FOR REDUCED PLANS 0 ' ORIGINAL SCALE IS IN INCHES DATE PLOTTED "'> 02-SEP-2006 TIME PLOTTED => 1 7: 13 USERNAME => nlokrori DIST COUNTY 12 Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGJSTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9,618 HEE TOTAL NO. SHEETS 157 288 Tts state d" caJtfomla or ffs afnCNs or ar;etis shJII not be respons/b/t! for t"8 accurocy or ca,pldenttss rf r:ledrorlc copl65 rf tlis plan 5/eef. 805+-()() PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-8 cu 12332 EA OGOl30 • 0 w >-"' m > 0 w w "' "' w > 1--w « "' 0 w 1--« CJ ' CJ>->-Wal m 1--0 °"w 0 Jz UJ 5g "' u JV, w «w I UCJ u w a: w "- " « "' z « w :> "' 0 I-z <.J w w ~ 0 w a: .. _, w « .. u I I-u ~ .. ! ... .. .. .. Oow :; e o .. "' .. C ,c _, .. 0 .. .. .. ... 0 0 + CX)"' ,o o"' 25 "-« I-I-wVl 27B WW :c: z vi_ w__, W:,: Vlu I- <( :::; :ZFAO.C24.ll STANDAR0.2CL PLNSHT <RE.V. l,'90) 6 • ,~AMP GO. Lt;.~EJ. ·8-· 8 7 8 9 9 9 ----------------------------- 810+00 E JOIN Exist- 810+00 2 3 ---------ro+ocr-.--c---07-...... ------c-----------3-- E 27B JOIN Exisi' ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS 0 2 OR!GlNAL SCALE IS IN INCHES 4 4 815+00 6 815+00 NEl ROUT.I; 73 G IS R56 (CA) TRUCKS AUTOS WITH TRAILERS RIGHT LANE ONLY DATE PLOTTED :) 02-SEP-2008 TIME PLOTTED=> 17:15 USERNAME => nlakrorl COUNTY ROUTE Ora 73 t'v::,r MJ1..c:.;, TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DA TE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 nl::.1:.1 IVJ .. L NO. SHEETS 1 58 288 TflJ statc of caJlfornla or ffs flfflcers or Ql}8f1fs s00/1 rd btJ resp:111Slble for tm accuracy or complefenBss f1f tJl«:trrJrrc oopfes elf ttls plan &tt!t!t. 8 8 PAVEMENT DELINEATION AND SIGN PLAN SCALE 1"=50' PD-9 cu 12332 EA OGOl30 0 w >-V) ro > 0 w w a: "' w s: f-w <( a: " X w ... <( 0 ' o>->-wro m ... 0 " <(w -'z w iJg ~ -'"' hl <(W cc 00 " w "' a. w " <( V> z <( w " a: " I-z 0 w w 0 ., 0 0 w "' + .. -' mo w I "' "' <( 0 cc 0 a:, 2 I-u £l. "' ,_ 4 ..., ~ V, ..., ..., :x: ,,, (J .. z 3 ft..ROUTE 73 4 2 X 3 NB ROUTf 73 ZFAO.C:1!4.IJ STANDAR0,2CL PLNSHT CREV. !190! 825+00 6 7 8 825+00 6 7 8 825+O.0 6 7 NO PAVEMENT DELtNEATION WORK ON THIS SHEET ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEME~T DELINEATION WORK ONLY. FOR REDUCED PLANS 0 3 ORIGINAL SCALE !S IN INCHES 9 9 9 s,o+oo 830+00 830-!c00 DATE PLOTTED =<) 02-SC:P-2008 TIME PLOTTED => 17: 16 .2 USERNAME c:) r-,iaKrari 2 POST MILES !ST COUNTY ROUTE TOTAL PROJECT 12 Ora 73 15.0/17 .4 19.7/23.0 • r<;~' /)11"~.c "-'-""- REGISTERED CJ VIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE IRVINE, CA 9<618 100 TOTAL SHEETS 288 TIE state ff C4/lforria or rts dflr:er& or O{J8fi& &ml/ nat be l'8SfJl'J/'l&lble for ft,J ocaJracy or CCf1lfieluess ff e/8dronlc capfes rf tfi& plan sfr:d. PAVEMENT DELINEATION AND SIGN PLAN SCALE 1"=50' PD-9A cu 12332 EA 0G0l30 0 w >-"' m > 0 w w a: "' w > I-w "" "' 0 X w I-"" 0 ' O>->-wm m 1-0 0 °"w --'z w aQ ~ u --'"' w <tW r uo u w ,_ "' "-w " ., V> z ., w s::is+OO " "' 0 + ... z 4 "'. u w w a, 0:, -, I 0 w 04. "' a. -' o.....,. w ..... "' <( <( u z u.luJ ... u u.l::z ::, -:lC -"' ...J uJ:,;: uJ (.) .. "' ..... .... ~ ZFA0.C24.ll STANOARD.2CL PLNSHT (REV. 1/'ilOI 1 6 8 7 8 1 6 -. B g· 9 9 R56 MOD (CA) TRUCKS AUTOS WITH TRAILERS MUST USE TOLL PLAZA -840+00 2 840+00 2 3 Cf.ROUTE 73 4 840+00 1 .. 2 3 4 NB ROUTE 73 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS 0 I 2 I 84S+OQ 845+00 B.45+00 .6 6 6 R56 (CA) ,====c., •1 TRUCKS . AUTOS WITH ! TRAILERS i RIGHT LANE ONLY DATE PLOTTED "'> 02-SEP-2Q0S TTUF PIOTTFO ,::) 17,1R USERNAMf => nlnkrn~I 7 7 7 DIST COUNTY ROUTE POST MJLES TOTAL PROJECT 12 Oro 73 15.0/17.4 19.7/23.0 REG I STEREO CI V 1 L ENG l NEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 HEE TOTAL NO. SHEETS 160 288 TtB SfattJ of Cofrforr,fa or /t6 rfffairs or agents sfDII rd be resfXXIS{blti for tre accur<JC¥ or oompletensss <f eledronfc a;p/8S rf ttis plan strJet. PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-9B cu 12332 EA OGOl30 X 0 w >-V) "' > 0 w w 0: '!l w > f-w <( 0: 0 w f-<( C, ' C, >->-w,n a, f-C, C, ""w --'z w i]Q ~ u --'"' w <(W I u C, u ~ 0: w 0. " .. "' z .. w ::, 0: C> J---z u w w , 0 w 0: <L --' w .. <( u I J---u :,; i!I E ...... Oow Ii: e u "' .... ...... .. 0 .. ..... < /: 0 0 ID + a,:i/ 6"' Q. <( I-I-Wv, Ww :rz V)-.J. w w:r VlU I- <( ;:,;; ZFA0.11:24.ll STANOARD.2CL PLNSHT !REV. 1/90) 2 2 2 3 4 3 4 3 4 --ass+oo._ 6 sJ:r Rol.J···· .73 7· ..... TE B· 9 ass+oo 6 7 8 ff.ROUTE 73 9 6 7 8 9 N.B Rourr·.73 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEME~T DELINEATION WORK ONLY. FOR REDUCED PLANS 0 /"IR1t::.II\IAI <:.rflt ,::: IC: IM n,1r-1.1i::-c:: I 2 l 3 I 860+00 860+00 aso+.oo DATE PLOTTED => 02-SEP-'2008 TTW:: PLOTTF.O => 1 7: 1 q 2 2 I ·2 USERNAME => nlakrori !ST COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 15.0/17.4 19. 7/23.0 /}P,-k,~,,&/_,u,,,_ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 TOTAL SHEETS 288 rm state cf Cofffcrria r,r Its tffla:rs or og(Jflfs shlll nd be responsible for tm accurfX:/ or CCITlf)(e/eness af eJt:aronlo coples tf ftis plan sfr3et. ·3 3 IS 9C02 3 R56 MOD (CA) TRUCKS : AUTOS WITH TRAILERS , MUST USE \TOLL PLAZA) 4 4 4• 0 0 + ,n Cl <D"' CO l Cl «a.. t-- V) J----w ww z::,:: -v, ....J w ::x:w u V) .. t--< ::; PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-9C cu 12332 EA OG0l30 0 w >-V> "' > 0 w w a: V, w > I-w <t a: 0 X w I-<t 0 ' O>->-W<D "' 1-0 °"w 0 --'z w aQ "' u --1 V> w <tW I uo u 0 0 (J + w m I() 6 "' a: "--I co. "' " 0 <{ .,;-a.<( z <{ w I---,_ " a: "' V) 0 t-z "' "' 0 w ::r: ;z "' V) --, 0 w __, 6 a: "' .. _J w::r: w V) (J <{ <t -oo u I I---t-u ~ 6 ::, X X ZFAO.t2-4,IJ STANOARD.2CL PLNSliT {REV. l/"90) .. 7 7 7 "' . _Iii!_ PM "SLOW" iiai (1 EA) PM "LANE" (1 EA) - 8 8 8 . 9- 9 9 SIS 9D01 R56 SPCL (CA) TRUCKS AUTOS WITH TRAILERS RIGHT LANE ONLY ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEME~T DELINEATION WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES R56 MOD (CA) TRUCKS i AUTOS WITH TRAILERS MUST USE TOLL PLAZ DATE PLOTTED => 02-SEP-2006 TIME PLOTTED=> 17!22 PM "SLOW" (1 EA) 0 73 15 -0117 •4 162 288 ro 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 TM Stam <f canrorria or ffs rfflaers or ogenls s/rJII rd btJ responsible for tte a«JJl'lX¥ or a;J1f//JltJenes fT elactronlc copies r;; ttls p/tm 8fetl. PM "LANE" (1 EA) 38B PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "~so' PD-9D USERNAME => rdok.rori cu 12332 EA OGOl30 X 0 w >-V> "' > 0 w w 0: V> w > ,_ w .. "' 0 • w .... .. 0 '-O>->-Wal m .... 0 0 "'w 5l5 w ,, u_ u ----.. rn w •' ... -••' .-· • .. w z .sso+OO uo u g + oo ~ 0-,0l I Ol ,r a. ~ .. w " .. V, .... z ,-11> • 4 w " "' uJ D ':t~ >-z u w 11>-w ...J ~ 0 w 'd~ ,r a. __, "'(.) w 4 .,, ~--u z >-u ::; ::, X X y 1 - \ \ J!M.. ~ W72 (CA) TOLL PLAZA 40 MPH -2 "SLOW" (1 EA) -2 - 3 "LANE" ( 1 EA). PM 3 3 IS 9E02 W72A (CA) I, TOLL PLAZA 40 MPH 4 4 SBBQ.IJTE'. 73 __ _ -885+00 ·6 8B5+00 6 7 8 "SLOW" "LANE" (1 EA) (1 EA) PM PM _ --885+00 6 1 8 NB RO.I.Ji:E 1.3 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEME~T DELINEATION WOR~ ONLY. 9 9 9 B9o+oo 890+00 -B9o+oo 11f.ROUT£ 73 2 2 PM "SLOW" 1S COUNTY ROUTE 12 Ora 73 POST MILES HEE T01" TOTAL PROJECT NO. SHEt 15.0/17.4 163 28 19.7/23.0 REGlSTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 !RVINE, CA 92618 Tl'B stat& of Co/!forn1o or Its dflcers or <1fl(Jl'fts sl»/1 rd be responsible fet th, ocar~ er aomp/denBSS OT ««:troric copies rf fits pkm .sfl!d. J 895+00 3 89S+oo 895+00 (1 EA) PM "LANE" (1 EA) PAVEMENT DELINEATION AND SIGN PLAN SCALE 1"=50' X K >-m 0 w !(l > w " w I-.., 0 ' O>-WO, I-..,o _JW ::,Z uS? _J"' """ uo QC w " ~ z ~ ~ I-u w ~ C " Q. ~ u I- I = .. 0 w u, > w "' w I-.., 0 >-"' 0 w "' u w I " w Q V> w "' 0 z w w _, w <t I u ,. .... .. 0 0 .. .. .. -.. _ .. .. .. ,. C ,_ _, .. 0 .. .... .. 30+00 -1 ZFAO.CZ◄.tl STANDARD.2CL PLNSHT uu;:V.1/90} 2 935+00 B 2 3 NB :ROUTE 73 -- 7 a ti.ROUTE 73 9 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEME~T DELINEATION WORK ONLY. FOR REDUCED PLANS 0 2 3 ORJGlNAL SCALE IS IN INCHES 940+00 DATE PLOTTED => 02-5!::P-2008 TIM£ PLOTTED=> 17:29 - 1 USERNAME => niakrori COUNTY ROUTE Ora 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 288 TM state of catlforrio or Its dflcers or ageds stKiff nat be responsltis for Ire QCQJft/Cf or a;mpleteness <f eteclrorlc copies rf ftis plan steet. o! "' +, PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-10 cu 12332 EA OGOl30 X , >-"' 0 w V) > w 0: w I-<( 0 ' O>-wa, 1-0 <( w --'z ::, "' U-_JV) «W uo 0: w "' " z " ~ I-u w -, 0 0: a " u I- ! C .. 0 w V) > w 0: "' I- <( 0 >-"' 0 w ,, u "' :c u w <L V) w 0: 0 z w w -' w <t :,: u :::, .. .. -.. 0 ~ ~!!ii "' .. "' Ca, .. .. 0 .. .... .. 0 945+00 0 + OIO @) ~..,- I "' 0 "-<( ! f-r-t/l ' u.J ' u.J u.J :CZ 1/l-_j u.J u.J :c ---1----- 1/) u ... f-<( ::;; ZFAOi(2:4,I] STANOAR0.2CL PLNSHT tREV.1/901 6 ·6 1 14 k 0 7 0 8 ALL OIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEME~T DELINEATION WORK ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE !S IN INCHES OATE PLOTTEO => 02-SEP-2008 TIME PLOTTED=> ·7:31 USERNAME :) nlakrori DIS COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 15.0/17 .4 19.7/23.0 ~~« ~ REG I STEREO Cl VIL ENG I NEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 T/'e sttm of CtJfffornla or Its officers or ogsrrts 5/rJff rd t» rtJ.s(X'Jfl8lb/8 for tte acaJffJC/ or axnpldeness of e/ecfrr:Jrlc ~r,s rf tlis f}lan st,;d. PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "~50' PD-11 cu 12332 EA OGDl30 0 w >-V, .. ;;: 0 w .., QC V, w ;;: f-.., " QC 0 X w f-" C ' C>->-.., .. CD f-0 0 "w --'z w a~ ,, u --' V, w "w ,: uo u _,,__ .. w .. 0-w 0 " " "' 0 z + " w ..-o "' cc C ..-19 I-z I G' u .., '5:A w ~ 0 w ,-- "' ,--Ill n. --' \~ w " <l u I I-u ::,; ~-:r. Ill c..) '.4. ~ X Zl'"A.Oi!24,IJ STANOARD.2C1. PLNSHT <REV. 1/90> S!f ROLJft 73 ·6 B ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS 0 2 3 m:rir::11\JAI <:.f"J,,I I=" 1<; 11J l11Jf"'I-II="<:: 9-970+oo. DATE PLOTTED => 02-SEP-2008 TIME PLOTTED => 1 7: 37 USERNAME => rilakror-i COUNTY ROUTE t-'0!>1 MlLt.::. TOTAL PROJECT Oro 73 15.0/17.4 19.7/23.0 REGISTERED CtVEL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICAi SUITE 100 IRVINE, CA 9~618 Mt.t.l !VIAL NO. SHEETS 166 288 TIB stale If Cal1fortia or ffs df/ONS or arpts S!»fl rd be respoosltis for tfE acwrocy or COtrfJ/d1'nes.s Of tl«:fron/c copies <f ffis plan shfJd. PAVEMENT DELINEATION AND SIGN PLAN SCALE 1"~50' PD-12 cu 12332 EA OGOl30 C w >- "' > C w w oc "' w > ,_ w <( 0: C X w t-<( 0 ' O>->-wm "' ,_" C ""w ---'z w a~ "' u ...J"' w <( w :c 00 0 6 "! 0 a: 0 w 0. -\- " "'"' <( V, ~,... 14 z I C,, 6 <( w " 0: le« c:, t-z ,- 0 w ,-<Jl w + , ~"i 0 0 w 0 "' Q. ...J ::i: ,-0 ~-------r-w "'..J <( <( 12.00' u :c ~::i: t-u ::; "'(.) ,-« :. X ZFAO.C24.ll STANOARD.2CL PLNSHT tREV.I/901 8 -T 25 9 8 1 i l. --- 980+00 3 $£1 /lblJJr 73 - 4- 980+00 2 3 [ROUTE 734 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEME~T DELINEATION WORK ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN INCHES 985+00 985+00 ------ DATE PLOTTED ""> 02-SEP-2008 TIME PLOTTED => : 7: 33 USERNAIJE :} n!akrori COUNTY ROUTE Ora 73 rv;:,, M,1..ia.;:, TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 167 288 TIB state af <:allfornla or ff6 (l{ffcers or agents slrJII nut be resf)()(ISlbJ/J for th: oocurocy or cotrl/XelenosS rf eledroric cop/tJo ff tlis plan steef. PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-13 cu 12332 EA OGOl30 C w )-V> a, > 0 w w "' U> w > >-w <{ "' C X w >-<{ C ' C>->-wa, a, >-o «w C -'z w 0 ::,'-' "' 0 u_ u -' U> w ,,., 6 <{ w :c .. -. UC u -en ·1 - 6"' -2 - Q. <( w ,.... ,.... ~ "' 0- Wv, w Ww '-' ::r2 2 <{ z V> V)- <{ w .J " "' w C t-z w::r -----'-' w VlU w ,.... ~----- ~ <( 12 O' ---0 w ::; "' ----.. _, w <{ <{ '-' :c >-u "' -··-..~ X ZFAO.C:24.IJ STAt-mAR0.2Ct. PLNSHT IREV. l/"90l "'·-- 4 ·9ss+oo. 3 4 --- .'i I "'• l \ i \ WILDLIFE U/C BR. NO. 55-862 R ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS n~1r.UJA! <::l"'AI J:" lC:::: VJ IJJr1.11::-c:::: 0 I 2 I ' I ---------- OATE PLOTTED => 02-SEP-2008 TIM£ PLOTTED=> 17:]5 IS COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 15.0/17.4 19. 7/23,0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 TOTAL SHEETS 288 T/'t!J state cf Colffornla or Us <fftcers or QfJf!J1'Jfs shlfl not be rt:Sf)OIISfbltJ for tm occuroer or comp/tJmlltJss of elfldrrdc copf&S af tliti plan sleet. 1 4 ---------------------------- NB ROUTE 73_ USERNAME => nlokrori PAVEMENT DELINEATION AND SIGN PLAN SCALE 1"=50' PD-14 cu 12332 EA OGOl30 X X >-m 0 w SQ > w 0: w ... <( 0 ' o>-wm 1-0 "'w --'z aQ JV> <(W uo 0: w " <( z <( " ... u w -, 0 0: .. <( u ... .. !! .. C .. 0 w V> > w 0: w ... <( 0 >-m 0 w ,, u w I u w .. V> w QC 0 z w w _, w .. I u " = a:: • .,o .. .,. e o ...... C" .. & OCD ....... 0 0 .,_ ,...,, -o ,o o-<l. ,___,:! /.,JV, ~ v,~ .... ,.,,__, ,.,, V>i} ,__ ~ ZF"AO.CZ<l~l STAN0ARD.2CL PLNSHT tREV.1/50) B 9 PROPOSED ES 9 -101-0+0Q 2-3 4 1015+00 1010+00 2 It.ROUTE 73 3 4 1015+00 ------------------------------------ 1010+00 _3 4 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES ANO LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS 0 2 ' ORIGIPIIAL SCALE: IS IN !NCI-II;~ 107 5+00 DATE PLOTTED => 02-SE"'-2008 TIME PLOTTED=> 17:36 6 1 6 1 DIS COUNTY 12 Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 HEE TOTAL NO. SHEETS 169 288 The stata of Coflforola or "s afflws or Qt}tJl'lls s/rJJI nat be rM{)OIISlble for tte OOOJrOC'/ or COf1V)ltter,ess af eleclronlc ccples of ttis pion sft!:el. B 9 _a RAMP NCD-1 USERNAME => nlokr-o~i PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-15 cu 12332 EA OGOl30 0 w >-V) "' ;; 0 w w 0: V, w ;; ,-w <( 0: 0 X w ,_ <( 0 --RAMP NCD-4 I -2 - ' o>->-wm m ,_ 0 ""w 0 -'z w 0 iJg ,,_ 0 '-' -' V, w + -·'"••-, S_B ROUT!; 7 3 <CW I ,oO <.>O '-' -N ,o 2 --3-4 Hl25+00 a- "-« ~ ........ 0: "-wVl w " WW .. V) ::cz z .. w v,_ :, a: w--' 0 ro.oo·-,_ z W:r: 0 w 12.00' w Vlu ® 2 3 4 1025+00 6 , .... 0 w <t 0: 0. -' ::;; w .. <( 0 I I-u "' X FOR REDUCED PLANS 7 iROUTE 73 8 0 ' 2 ' 3 ' 9 9 8 103ll+OO NEWPORT COAST BR. NO. 55 759 --/ >I. DR. U/Ci - R 2 RAMPNC0-8 . . .. ,. DATE PLOTTED => 02-SEP-2008 TUK l>J f\TT~l'I ,,-'I, 1 7 • -,7 IS COUNTY ROUTE POST MlLES TOTAL PROJECT 1 2 Ora 73 15.0/17.4 I9.7/23.0 -✓Jttw~~y--44- REGJSTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 HEE TOTAL NO. SHEETS 170 288 Tha State d Collfornla or Us officers or ageds stall rd be rt:SpQMlbkJ for fie ar:curacy or «mplttlenost; d eltJdrOfl!c <XJ{Jles of ttis ,:Jon s/rd, 3 PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-16 cu 12332 EA OGOl30 0 w >-"' m > 0 w w 0: "' w > I-w ., 0: 0 X w I-., 0 ' O>->-wm m 1-0 0 RAMP NCD-3 6 .,: w ...Jz w a~ ,, u 7 ...J"' w """' 0: uo u w g ... 0: Q_ w + • 6 " ., V, t.Ol!'I ,. ~ z ~.,., "" w " a: ,o 0 o~ I-z 6 u w D-4 9· 7 7 8 9 w ,->-, ,.j 0 w"' rr "-...J Ww w Xz ., .,: "'-0 "' I-u w-' :,; uJ::,;: Vlu ,-"' ::::e X ZF"AO.C24,ll STANOARD.2CL PLNSHT (REV. l/90) 3 SB ROlJTE 73 .. 4·· ·•1045+00 1040+00 ·2 6 7 IS COUNTY 12 Ora ROUTE 73 POST MlLES~ TOTAL PROJECT 15.0/17.4 19.7/23.0 REGlSTERED Cl VIL ENGINEER_ PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 TOTAL SHEETS 288 T/B state d Colffornla or ffs rfflcers or og&rls s/rJJI mt be respons/1:itJ for thtJ occurtlqf or COl1f)ldenes6 af el«:trodc a;plos of ffis plan sftJl!t. ·a 2 It.ROUTE 73 3 4 1045+00 6 , PROPOSED ES 7 8 ----------------------j · NB ROUTE 73 --------------------- 8040+00 RAMP NCD-8 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS JN INCHES 8045+00 .,.. -·· DATE PLOTTED => 02-SEP-2008 Tlt.tE PLOTTED=> 11:39 USERNAME => nlokrori 7 8 PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-17 cu 12332 EA OG0/30 X X 0 w >-V) CD > 0 w w a: V, w > I-w .. a: 0 w I-.. 0 ' O>->-WCD CD ... 0 0 "w -'z w [3Q "' u ..JV, w <!W cc uo u w a: .. "' " .. V, z .. w " a: 0 I-z u w "' , 0 w a: .. ..J w .. <! u cc >-u " ! ~ C "'" 0 O"' ..... -.. _ .. "'"'"' ... ., .. .. 0 .. .. .. .. ZF40o£24J] ST.t.NDARD.2ct. Pl.NSHT (REV.1/90) R ___ AMP-N --,CD-8 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS 0 n<>•~'"'"' c,...,., c:' 1<: '"' 11>.1.-1-1rc:: I 2 I DATE PLOTTED => 02-SEP-200B TTMF" PIOTTJ:'0 :) 17:.:;n USERNAME => n1<1kn,...-: 12 Ora 73 15.0/17.4 19.7/23.0 REG I STEREO CIVIL ENG I NEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACJFICA1 SUITE 100 IRVINE, CA 9z618 TOTAL SHEETS 288 Tie State d Callfornla or lt6 ifffce,rs or age,ts shall rd be rS5fQISlb/B for tlE oocurocy or ~ if electrode r;op/es of tfis plan sl't!d. PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-18 cu 12332 1 EA OGOl30 0 w >-V> m > 0 w w 0: V> w > f-w < 0: 0 X w f-"' CJ ' O>->-~m m .,o 0 _,w w :::,Z ,, oQ u -' V> w <W r oo u w 0: "-w " " "' z " w 0 " "' C, 0 I-z + u w "'It) w ~"' .., 0 w I 0· 0: o---.. _, 6 w Q_ <( " < u I I-I-u /:;j en ;:, WW 6 :c: z en - 25 8 9 7 8 w-' ---,-------w :c: enu (j , I-<( :::;: 166""00 X :ZFA0.C2◄.ll STANDARD.2Cl.. PLNSHT CREV. l/90) 1075+00 1010+00 1 2 PROPOSED ES 2 3 iROUTE 73 4 1075+00 ----- 1070+00 ---------------------------- ----- ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEME~T DELINEATION WORK ONLY. FOR REDUCED PLANS nr:?1r.1"1AI <:;('At I" I<: It.I INrl-ll'"<:: 0 I 2 I ' I ----- DATE PLOTTED =) 02-SEP-2C0B ITTMP PIOTTFTl ::,,') 17,,1:;, -6 1 1 6 USFF!NAMF" :) nlnkr-nri !ST COUNTY ROUTE POST MILES TOTAL PROJECT 12 Ora 73 15.0/17.4 19.7/23.0 ~;-~_,,@;yA.-4.-- REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 HEE TOTAL NO. SHEETS 173 288 Tie State d Colffornlo or ffs rfflces or ageds shall nd bfJ responsible for tie acctKacy or oompldrJl'less rf dectrcnlc copies rf ms pkm sh!d. 9 . 9 --------r-----------------➔---------- PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "~so' PD-19 cu 12332 EA OGOl30 • • C, w >-V, m > C, w w "' "' w > ... w "' "' C, w ... "' C ~ "' Q_ w " ,,;-<( z "' uJ " "' C, ... z " w w , 0 uJ 0: .. __, uJ <( .. Q :,: f-u ,. '"' ! .. ..... 0 O "' .... -I ii I Ca, .. .. 0 .. t-c, C ZFAO.c24.tl STANOARD.2CL PLNSHT !REV. l/90) '\, B 9 8 Cf.ROUTE 73 9 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS C 2 3 ORIGINAL SCALE IS IN INCHES 390+0() 1090+00 1090+00 DATE PLOTTED => 02-SEP-2008 TIME PLOTTED=:) 11:43 2 2 USERNAME ::) 'liokrori SB COUNTY ROUTE ToTAL' PROJECT Oro 73 15.0/17.4 19.7/23.0 REGISTERED CfVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9,618 174 288 Th, Str1f8 af Caflfornla or ffs offfairs ,:r ogerls s/r:JII rd be ,-espcnsfble for tte armracJ or cotTlf)ffiene:s of eloclronlc copies cf #is plan shl!Jd. 3 ROUTE 73 .<i;) 3 4 3 ~· 4 PAVEMENT DELINEATION AND SIGN PLAN cu 12332 SCALE 1 "=50' PD-20 EA OGOl30 I X X 0 w >-"' "' > 0 w w 0: "' w > I-"' <( 0: 0 t,J I-.. C ' C>->-"'"' "' I-0 0 ""w -'z w i]Q " u _,"' w -,:w I uo u "-! " '" "- " .. V, z .. w " oc 0 I-z u w '" , 0 w " n. _J w .. <( u I I-u ::, ! == a: .. • Oo,.. l;ea .. "',. C 0: .. a,OOI ....... 0 0 + 0"' N c,, ,o Cl~ 0.....: ..... I- u.i"' Ulu.i :c: z -------r "'-J) -, u.i--' uJ:,: "'u I-...: ::;, ZFAO.CZ4,Fl STANDAR0.2CL Pl..NSHT fREV.1/90> 8 B 8 (i_ ROUTE 73 9 ----- ROUTE 7.3 299+03 .1105+00 6 1100+00 ·1 7 3 4 . .. •. •. I PR~POSED ES 11 05+00 6 2 COUNTY ROUTE POST MILES TOT AL PROJECT Oro 73 15.0/17.4 19. 7/23.0 REGISTERED ClVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 Tm state cf cat/fomla or hs rfflcers rr ogerts s!Dff rd be respor,sfble for tte OCClffoqf or a,mplti/Mess af f!Jlectroric CO{)(es if ttis plan sftJe/. JOIN Exist E02 .. ',i B· 8 9 9 1100+00 ___________ -- --- - - - --:-~ ... ::-,-,,1.tO"ST.0.Q,, .:-:: .. :::-_:-:--:.:::;.:-: '."'._G_,,,. __ .,.,_t _...,.,.. --ot-~-----7--f·----~-+------8--.+- ------ -----------c==============~=================~ti~====~ ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN FOR NOTES AND LEGEND SEE SHEET PD-1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES DATE PLOTTED => 02-SEP-2006 TIME PLOTTED:) '.7:4S USERNAME => nlokrori o! .,I E@> JOIN Exist PAVEMENT DELINEATION AND SIGN PLAN SCALE 1 "=50' PD-21 cu 12332 EA OGOl30 lo1s-n couNTY I ROUTE To1;~1T P~b~iir F¾~~ TOTAL SHEETS 12[oral 73 1s.0111 .4 1116 19.7/23.0 i 288 ~""/, /4 /;?/~~ . 'U aed , __ 4r. \i'l!""!!<it REGISTERED CIVIL ENGINEER ~~®) ~ DETAIL 11/ 13 COMBINATION /ltK.. -;z..,:; ~ /g M. ENDRES ~ I . = ~ a: C4726Q ::<> PLANS APPROVAL DATE ,-i< ':~. 12/31 t~•; • '-TRANSPORT AT ION ¾-,r. ,..IV\\. ,d')i/,~ CORRIDOR AGENCIES '(' ofci.\.~ 48'-0" 125 PACIFICA2 SUITE 100 I ! IRVINE, CA 9 618 18'-0" 12'-o" Tl'fJ Slam d Callforria or Its orrroers or agents s/rJ/1 oot be resp:mfble for tte accuracy or a:mpletensss of eltdronlc copies of flis pkm sfrd. I I i 4'-0" 0 i I w X >-V, "' > \_ONE-WAY CLEAR fl l ( l ( fl\. [I 0 w \_ 4" WHITE STRIPE w "' V, w > ,- w <( NON-RETROREFLECTIVE "' 0 w RETROREFLECTIVE WHITE MARKER ,_ MARKER (TYPE G) (TYPE A) <( Q '-O>->-PAVEMENT DELINEATION ITEMS Wal <D ... 0 «w 0 THERMOPLASTIC -'z w THERMOPLASTIC REMOVE THERMOPLASTIC aQ ~ PAVEMENT MARKERS u TRAFFIC STRIPE PAVEMENT MARKING ...J"' w <(W ,: uo u 25 25A 11 /13 278 36A 388 WORDS AND NON RETRO-PAVEMENT TRAFFIC SHEET ROUTE STATION 4" 4" 4" 4" 4" 8" 8" SYMBOLS REFLEC-REFLECTIVE MARKER STRIPING SOLID SOLID BROKEN SOLID BROKEN SOLID SOLID TIVE w YELLOW YELLOW WHITE WHITE WHITE WHITE WHITE llOW lM{ TYPE A TYPE G TYPE H WHITE YELLOW - X "' CL FROM TO w LF LF LF LF LF LF LF SF SF EA EA EA EA LF LF " <( ,n P0-1 688+00 700+00 3152 976 263 67 26 324 1177 z 1200 <( w " "' P0-2 700+00 715+00 1500 1500 125 32 32 32 1479 0 ,_ z PD-3 715+00 730+00 1500 1500 125 28 36 32 1498 u w w PD-4 730+00 745+00 1500 1500 125 32 32 32 1488 , 0 w P0-5 745+00 754+00 921 2695 1186 225 57 20 144 597 921 "' .. _, P0-6 760+00 775+00 1328 370 3984 1698 332 84 45 341 173 1696 w <( <( P0-7 775+00 790+00 652 1082 2804 2008 184 153 234 59 61 312 797 2097 u I ... u P0-8 790+00 805+00 1317 284 4134 1500 345 87 41 350 200 1623 -:,; P0-9 805+00 813+46 866 2598 1116 217 55 19 241 798 PD-9D RTE 73 865+00 880+0D 1367 69 72 116 143 1367 PD-9E 880+00 895+00 1412 69 72 120 148 1412 PD-10 933+76 945+00 1169 3007 919 251 64 25 301 1127 PD-11 945+00 960+00 1500 1500 125 28 36 32 1479 PD-12 960+00 975+00 1500 1500 125 32 32 31 1461 PD-13 975+00 990+00 1500 1500 125 28 36 31 1463 PD-14 990+00 1005+00 1500 1500 125 28 36 33 1518 PD-15 1005+00 1 020+00 1500 1500 125 32 32 33 1540 PD-16 1020+00 1035+00 1500 1500 125 32 32 32 1485 PD-17 1035+00 1050+00 1500 1500 125 32 32 32 1486 PD-18 1050+00 1065+00 1500 1500 125 28 6 33 1524 PD-19 1065+00 1080+00 1500 1500 125 32 32 33 1524 PD-20 1080+00 1095+00 1500 1500 125 28 36 32 1500 PD-21 1095+00 1108+30 1315 2455 926 205 48 32 241 1316 SUBTOTAL 28268 1736 44329 10329 184 153 2779 138 144 1149 679 4546 30200 ,. TOTAL 84846 2932 282 3694 1828 2963 34746 2 ... .. ,_ .. a: .. 0 O"' .... -.. -.. .. "'"' ...... .. 0 .. ,-. <> C PAVEMENT DELINEATION QUANTITIES ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE PAY ITEM QUANTITIES SHOWN BOLD SHOWN PD-22 I FOR REDUCED PLANS ~ I ! ; IDATE PLOTTED => 02-SEP-2008 I cu 12332 I EA OGOl30 ZFAOd:24,11 STANDAR0.2CL PLJ,ISHT (REV. l/90) ORIGINAL SCALE !S IN INCHES TIME PLOTTED = > 17 : 4 7 USERNAME => ,-ilok.rori toisr\ couNTY I ROUTE 1 TO~ir.T p~bJi~T HEE TOTAL NO. SHEETS 121 Ora I 73 I 15.0/17.4 177 288 19. 7 /23.0 ,-~ /}"Z,,;,/,.✓,/2 ""'-4- REGISTERED CIVIL ENGINEER F/. ~ESSI~, ~rt ~ /!<14 < z.;1 z,,,cg /£ M. ENDRES 11',; -Q~ PLANS APPROVAL DATE "" No. c.111260 ""' TRANSPORT A TI ON ~ Exp.12/31/09 ~ - ~!. IV\ ~*' CORRIDOR AGENCIES ( OF ct..\S 125 PACIFICA2 SUITE 100 IRVINE, CA 9 618 Tlrt state af Colrfortia or Its offfrers u a,;,eds sh:111 rd be responsible fer ire acwracy or cotrf)ldeness of el«:lronfc cc,:Jes of rtis pion sheet. D w >-V> m > D w w 0: V> w > .. w "" 0: D X w .. "" D ' D>->-wm m >-c, ""w D -'z w ROADSIDE SIGN ITEMS ::>" ,,_ U-u -'"' w INSTALL «w r UD u POST SIZE STRAP & REMOVE SIGN Min POST TWO SADDLE No. CODE SHEET PANEL SIZE LENGTH POST BRACKET w 0: 0. 4 X 4 4 X 6 6 X 6 METHOD w " in. X in. LF in X in in X in In X in EA EA EA "" .,;-z 1 01 W75 60 60 1 -"" w PD-1 X "' 0: 102 Wl 1 36 36 1 D X t-z 901 R56 (CA) PD-9 48 X 60 15 2 1 <.> w w 9801 R56 Mod (CA) 48 X 60 15 2 1 ~ PD-98 0 w 9802 R56 (CA) 48 60 15 2 1 0: X .. -' 9C01 R56 Mod (CA) 48 X 60 1 w P0-9C "" « 9C02 R56 Mod (CA) 48 60 15 2 1 <.> r X t-u 9D01 R56 SPCL (CA) 48 X 60 1 PD-90 " 9002 R56 Mod (CA) 48 X 60 15 2 1 9E01 W72 (CA) PD-9E 48 X 60 1 9E02 W72A (CA) 48 X 60 15 2 1 SUBTOTAL 6 2 TOTAL 8 3 X "' ~ C .. .. .. .. 0 0 .. I e a. "' .... Ca, .. "'0 .. >-.. C \ SIGN QUANTITIES ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN PD-23 PAY ITEM QUANTITIES SHOWN BOLD I FOR REDUCED PLANS 0 ' ~ ~ IDATE PLOTTED ==> 02-SEP-200B 1 cu 12332 I EA OGOl30 ' < ' < USERNAME => ,; I ak.rori ZFAOd:24,ll STANOAR0.2CL PLNSHT !REV. !/901 ORIGINAL SCALE: JS IN INCMF'.S nME PLOTTED => '7:48 DIS'rt COUNTY ! ROUTE POST MILES F=>¼~~~Ji?ETffs TOT AL PROJECT 1 2 I Ora l 73 15.0/17.4 1781 288 19. 7/23.0 /)r,,,z, /~~~~< ,,._ fi ,,_✓• .c -...-c,- u.. ~o;;, REGISTERED CIVIL ENGINEER w '\, fl=. "2-61 ;;';;,4]' §~•• ENDRES 1i o:: No. C-!7260 "° PLANS APPROVAL DATE • E,ip.1?/31/09 II-- TRANSPORTATION ¾,.It C!VI\.. ~,it~ CORRIDOR AGENCIES OF C~\.~ 125 PACIFICA2 SUITE 100 - IRVINE, CA 9 618 Tm stale of ca/ffornla or lf6 afffcus or ageris shlll nat be responsible for ttr, acairaey er ccmpldeneSS d deetronlc ccp/i:s of llis plan sh!Jd. ROADWAY ITEMS 0 w ,. "' X "' > AREA 0 w ASPHALT ASPHALT w "' PAVEMENT ASPHALT CLASS 2 R-VALUE ROADWAY ROADWAY V, w CONCRETE TREATED > I-LOCATION STATION STRUCTURAL OVERLAY CONCRETE PERMEABLE AGGREGATE MATERIAL EXCAVATION EMBANKMENT w < (TYPE A) BASE "' 0 SECTION STRUCTURAL (TYPE 0) BASE w I-SECTION < 0 FROM TO 1 5 SY SY TON TON CY CY CY CY CY COLD PLANE AC PAVEMENT ' RTE 73 Rt 688+00 745+00 7232 446 2929 603 1808 5786 9884 1920 1" oo,. ,. 745+00 56 376 77 232 743 1269 220 VARIABLE 2" wm "' 754+00 929 STATION LOCATION NOMINAL 1-0 103 145 435 1393 2746 357 DEPTH DEPTH "w 0 762+00 781+65 1741 705 DEPTH -'z w 791+58 812+50 2067 124 172 517 1653 2824 149 011 TO 211 aQ "' 837 OGAC u NB 73, Rt 1 -'"' w 933+76 994+39 7809 482 3163 6_51 1952 6247 10672 948 FROM TO ..:w :c uo u 995+87 1029+96 4870 303 1972 406 1218 3896 6656 195 SY SY SY 1033+53 1082+01 7798 469 3158 650 1949 6238 10617 509 688+00 697+76 5964 272 1085+69 1108+00 . 3-181 240 1410 290 870 2785 4757 87 697+76 748+33 RTE 73 1690 993 w RTE 73 688+00 745+00 551 0 0 0 0 0 0 748+33 754+21 3509 200 "' 0.. 745+00 754+21 223 0 0 0 0 0 0 761+87 772+80 7125 442 w " ,n 761+87 772+80 482 0 0 0 0 0 0 772+80 773+18 234 .,, z 791+54 812+50 665 0 0 0 0 0 0 4775 .,, w NB RTE 73 773+1 8 780+96 ,r :, c:, 933+76 994+39 2 466 0 0 0 0 0 0 780+96 781+75 454 I-z 995+87 1029+96 28 0 0 0 0 0 0 5716 512 u w 791+54 801+00 NB 73 w . 1033+53 1082+01 69 0 0 0 0 0 0 801+00 807+46 251 85 , 0 w 1085+69 1108+00 273 0 0 0 0 0 0 3832 85 a: 807+46 813+46 .. -' CD ET-LC 771+70 781+93 41 0 0 0 0 0 0 6259 196 w 933+76 942+60 .,, « 85 220 0 0 0 0 0 1982 1144 u :,: RTE 73. Rt 688+00 745+00 942+60 994+39 I-u -745+00 754+00 13 28 0 0 0 0 0 995+87 1029+96 1168 756 :,; 30 53 0 0 0 0 0 1771 1078 762+00 781+65 1033+53 1 082+01 791+58 812+50 46 63 0 0 0 0 0 1085+69 11 08+00 4903 496 933+76 994+39 3 90 237 0 0 0 0 0 801+00 801+61 NB 73, RT 34 13 NB 73, Rt 995+87 1 029+96 51 148 0 0 0 0 0 771+70 781+93 CD ET-LC 2678 112 1 033+53 1082+01 73 237 0 0 0 0 0 SUBTOTAL 5463 6384 1085+69 1108+00 33 106 0 0 0 0 0 TOTAL 46882 11847 CD ET LC, Rt 774+41 779+50 8 15 0 0 0 0 0 762+00 771+10 24 201 0 88 0 0 0 X NB 73, Lt 775+00 781+00 18 148 0 66 0 0 0 791+84 801+61 4 54 463 0 202 0 0 0 CD ET-LC, Rt 774+41 779+50 96 113 0 49 0 0 0 CD ET-LC, Lt 776+00 777+40 13 27 0 12 0 0 0 CD ET-LC 775+00 778+68 254 0 29 0 63 0 0 0 1 085+ 78 1088+43 5 175 0 20 0 0 0 0 NB 73, Rt 762+00 781+65 6 322 2096 0 0 0 0 0 762+00 781+65 7 46 79 0 0 0 0 0 "' SUBTOTAL 4234 0 4385 ;:: TOTAL 35927 429 6023 18813 2994 9461 28741 49425 C .. ....... oo., .... -.. -... "' "' "' CE"' .. 0 .. .... .. SUMMARY OF QUANTITIES ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN Q-1 PAY ITEM QUANTITIES SHOWN BOLD I FOR REDUCED PLANS ? I ~ ! IDATE PLOTTED =) 02-SEP-200B I cu 12332 I EA OGOl30 ZFAO.C2<1,ll STANDARD.2CL PLNSHT (REY. !/90) ORIGINAi SC'.AI I=' !!<: IN lNC:1'11::·,:; TIME PLOTTED=> rl7:07 USERNAU£ => nlaKro..-i X X MET AL BEAM GUARD RAILING 0 SHEET w STATION LOCATION >-V, m > 0 w w a: V, w > ,_ w .. a: 0 w ,_ FROM TO LF .. 0 L-5 751+39.62 754+20.94 753+33.07 754+20.94 25 ' O>->-wm m ,_o 0 '"w .Jz w aQ " u .J"" w L-7 778+15.54 781+65.35 778+40.17 781+65.35 L-14 992+63.92 994+38.45 NB 73, Rt 993+15.00 994+38.61 L-16 1 028+55.34 1029+77.91 1028+72.00 1029+96.81 212.5 150 100 -<W I uo u L-17 TO L-18 1048+50.92 1053+00.00 425 L-20 1081+01.51 1081+94.39 TOTAL 912.5 . a: "! w .. " .; .. z .. w " a: 0 .. z u w CONCRETE BARRIER w ~ 0 w 0: .. .J w .. .. u I .. '-' :> SHEET STATION FROM TO 776+00.00 777+40.00 784+34.11 789+83.64 L-7 776+DO.OO 777+75.00 777+40.00 781+88.57 781+88.57 789+83.81 789+83.64 791+90.00 L-8 791+90.00 794+40.00 789+83.81 791+85.00 791+85.00 794+40.00 L-18 1053+00.00 1054+40.00 1054+40.00 1064+91. 76 1064+91. 76 1072+00.00 L-19 1072+00.00 1080+13.82 1071+42.33 1072+42.33 1080+13.82 1082+00.00 L-20 1085+82.36 1 095+13.82 1085+51.39 1095+13.82 1104+53.90 1105+53.21 L-21 1095+13.82 1108+00.00 1095+13.82 1108+00.00 LOCATION CD ET-LC, Lt NB 73, Lt SUBTOTAL TOTAL REMOVE BARRIER LF 165 414 ..,.797 ~200 250 962* 1286* 3077 4074 *INCLUDES 12" THICK BY 3' WIDE AB (CLASS 11) BASE REMOVAL **SEE BRIDGE PLANS FOR DETAILS ZFAO.C24Jl STAHOARD,2CL PLNSlfT CREV. l/90) 1 60 GOS LF LF 140 250 814 188 932 1288 3472 i 140 LF 200 90 290 INSTALL TYPE GOA Mod LF H550 ff205 lHf755 a:: (!) al :::, w > ~ w a:: LF 100 325 125 100 100 750 60 Mod LF 1045 705 1750 EA 2 60C LF 156 156 c., z -z 8 N V) :::r: z>-r--w-'r-- .,_ ~<t ..JWCl -Vl,-. <l Vl VJ a::«- EA 2 SHORT RETAINING WALL LF 100 100 200 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE PAY ITEM QUANTITIES SHOWN BOLD FOR REDUCED PLANS 0 I 2 ORIGINAL SCALE IS IN INCHES ' ' . ' EA EA 1 3 5 SHOWN . 1 SHEET L-7 lo ' I I t-'U::.1 MILia~ C.:,Ht:.~ll lUIP,L ISTI COUNTY ROUTE TOTAL PROJECT I NO. !SHEETS 12 I Ora l 73 I ]§:9~H:i I 179 I 288 -'it1-t,k/rw-'..-u.- REGISTERED CIVIL ENGINEER //.. ~o;,;, ~ % /J;,4 , '2-6, Z=3 /ff/ M. ENOOES jl; =-c-c=-'-"c=.c:c=--='-==----1\"':~· C'7260 r;l f-'-P-"LA:::N:::S_:A,cP::;PRO=V::;AL:..,:cDA::cTc,E~----\.\'-CI' Ei<p. 12131 /09 JI, - TRANSPORTATION .,; ~ CORRIDOR AGENCIES ,,, c,v,c =* <" ofcr.'l}"'Je 125 PACIFICAi SUITE 100 IRVINE, CA 9~618 TIE state af caJlforria or Its rfflcers or (IIJ8fts sl'tJlt nat be res,;«,stble for tm OCCI.Jf'OC¥ or c«Tl{Jltteness of etedronlc C(JfJ!tJS ff flis plan 8/l!tt!I. CONCRETE CURB LOCATION CD ET-LC STA 777+40 TO 778+86 TOTAL TYPE B3-4 LF 145 145 ASPHALT CONCRETE DIKE REMOVE PLACE ASPHALT STATION LOCATION AC DIKE CONCRETE DIKE SHEET TYPE D TYPE C FROM TO LF LF LF L-1 688+00.00 700+00.00 RTE 73, Lt 1216 L-2 700+00.00 703+39.00 342 L-5 748+33.00 754+00.00 565 L-6 768+15.00 771+10,00 295 768+15.00 771+10,00 NB 73, Rt 295 775+60.00 777+54,00 194 L-7 775+60.00 778+86.00 340 775+75.00 779+50.00 370 775+75.00 779+50.00 CD ET-LC, Rt 370 L-8 794+40.00 799+85.00 545 794+40,00 799+85.00 545 L-9 811+47 .00 813+46.00 198 L-10 933+76.40 942+15.00 NB 73, Rt 835 L-14 998+19.00 1005+00.00 654 L-15 1005+00.00 1020+00.DO 1522 L-16 1020+00,00 1020+94.00 81 L-18 1051+60.DO 1052+98,00 138 TOTAL 1404 1550 5551 SUMMARY OF QUANTITIES Q-2 IDATE PLOTTED => 02-SEP-200B jcu 12332 I EA OGOl30 USERNAME => nlakrori TIME PLOTTED=> 07:11 D1s1 COUNTY l ROUTE I TO~~IT p~b~i~T SHEE TOTAL NO. SHEETS 12 Ora [ 73 l 15.0/17.4 180 288 19. 7/23.0 . ;{'_,,-' -/}f'J~-z:£;./4.,,._ ,,,__ ~~, REGISTERED CIVIL ENGINEER ~ %. At.,C,. UJz,,,,g &/ M, ENDRES ~ -~ PLANS APPROVAL DATE ~~C47260 ::,::r ~ Eio:p, ~ J} ,__ TRANSPORTATION ~re c,v1 ~$>~ CORRIDOR AGENCIES OF 0\\\_;, 125 PACIFICA, SUITE IRVINE, CA 92618 100 The State of Col!fomla er ffs atncers ar ogeds sfr1/I rid bB respons/1:1/e for tfe aca.trllCJ ar axn,;ldene6s of 8ftdrcn/c copies of ttfs pion sfBet. 0 w >-u, <D > 0 w w 0: u, w > t-TEMPORARY CRASH CUSHION w <( RECONSTRUCT CHAIN LINK FENCE 0: 0 w TEMPORARY t-<( RECONSTRUCT □ TYPE SHEET STATION LOCATION CHAIN LINK SHEET STATION LOCATION TYPE FENCE TU-11 TU-14 LF EA EA ' O>->-L-14 994+75 29 TH-1 687+21 RTE 73, R-t 14 Wal <D t-□ □ 995+60 28 774+80 CD ET-LC, L -t 11 "'w TH-6 -'z w 1030+00 27 CO ET-LC. R-t 11 a~ " L-16 NB 73, Lt 774+00 u 1033+00 26 -' V, w TH-7 782+50 NB 73-R+ 14 «w I 1 082+19 44 u □ u L-20 TH-8 790+95 14 1085+35 44 TH-10 933+05 NB 73, LT 14 TOTAL 198 *TBD *TBD *BY CONTRACTOR *42 w TOTAL 22 98 0: 0. w " <( u, * SEE SHEET TH-0 FOR DETAILS. z <( w " 0: 0 t-z u w w ~ 0 w 0: .. ..I w TEMPORARY RAILING (TYPE Kl TEMPORARY CHANNELIZERS <( <( u I t-u -TEMPOARY ::, SHEETS STATION LOCATION RAILING SHEET STATION LOCATION CHANNELIZERS (TYPE K) FROM TO LF FROM TO EA TH-1 TO TH-5 687+21 754+00 RTE 73. RT 6680 TH-1 685+05 686+90 RTE 73 R-t 8 761+66 781+66 NB 73, Lt 2000 TH 5 755+90 760+00 NB 73-Li· 2 761+34 779+40 NB 73, RT 1780 760+00 761+62 NB 73, Rt 8 TH-6 TO TH-7 774+80 779+31 CD ET-LC, L-t 460 TH-6 760+00 765+40 CD ET-LC, L -t 18 774+00 779+75 CD ET-LC, Rt 580 771+00 774+50 18 74+03 78+77 LC-1, Lt 460 772+00 773+60 CD ET-LC, Rt 17 TH-7 TO TH-8 782+50 802+20 NB 73, R+ 1960 TH 7 779+75 782+40 12 783+75 802+80 CD ET-LC 1920 TH-10 931+11 932+79 NB 73-Lt 8 TH-8 TO TH-9 790+95 813+67 NB 73, L+ 2220 TOTAL 91 TH-10 TO TH-21 933+05 1108+41 17520 TOTAL 35580 "' 0 ;:: .. ,_ ...... oo .. .. .. -.. -u .... '"' ...... .. 0 .. .. .... SUMMARY OF QUANTITIES ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN Q-3 PAY ITEM QUANTITIES SHOWN BOLD l FOR REDUCED PLANS 0 ' 2 ; !'DATE PLOTTED => 02-SEP-2008 I cu 12332 I EA OGOl30 ZFAO.C2◄,ll STAN0ARD.2CL PLNSHT IREV.1/90) ORIGINAL SCALE !S IN INCHES ' , ' ' , TlME PLOTTED=> Q7:i3 USERNAME =) n:aKrori • • LEGEND (ELECTRICAL} ~-~ ... ~:,J EXISTING CONTROLLER CABINET (MODEL 170) l/p11 1,..,1 EXISTING LOCAL PULL BOX (POWER) ---1 :\,_c_,~ EXISTING LOCAL PULL BOX (COMMUNICATION) ~E: EXISTING LOCAL PULL BOX (SCE) EXISTING IN-LINE PULL BOX )-·-.'\1 1~!.l._1 EXISTING CALL BOX ~ PROPOSED IN-LINE PULL BOX --c-EXISTING COMMUNICATION LINE --EXISTING CONDUIT 0 w >-V, "' > C w w a: V, w > .. ~ . J ~ w .. a: 0 w ,-. .. 0 '-O>->-Wal al ,-.0 0 "'w 513 w "" '-'-u __,.,, w .. w r uo u p~~TEP IN ------ •• .......... / i .. : •• • PROTECT IN .. PLACE x-------x--Lidr___x __ x_x_x ? Ora 73 15.0//173.40 19. 7 2 . REGISTERED CIVIL ENGINEER PLANS APPROVAL DA TE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 181 288 Tl'e State cf C<Jllfcrrio or ffs ufflaers or (JtJefls shJfl not be nispons[ble for ~ axm-acy or COITfJ{tdeneSS uf electronic copies ff ttis plan smet. 7_-_ -------------x--x --x-_x_x -x---x-x,---,,---x---x w a: "--w " ., .,; z ., w :,; a: 0 ,-. z u w w .., 0 w a: <L ---' w ., .. u r ,-. u "' ! .. ..... oo .. .... -. -.. "' .... C .. .. "' 0 .. .. .. .. NOTE: 1, ALL DETECTOR LOOPS SHALL BE 6' Dia. UNLESS OTHERWISE SHOWN ON PLANS, 2. LOOPS SHALL BE INSTALLED AFTER FINAL PAVEMENT AND STRIPING. DIRECTION OF TRAVEL - SHOULDER .. 14' ,--------.., ' LOOP TO BE 0 0 -CENiERED IN LANE UNLESS OTHERWISE TYPICAL LOOPS INSTALLATION NO SCALE NOTED ZFAO.C24,I) STANDAR0.2Ct. PLNSHT (REV. l/90l ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 ' ORIGINAL SCALE IS IN INCHES OATE PLOTTED => 02-SEP-2008 TIME PLOTTED=> '.3:53 MODIFY US£RNAME => rilckrora CORRIDOR SYSTEM SCALE 1 "=50' cu 12332 OPERATING E-1 EA OGOl30 X X 0 w ,. V, m > 0 w w a: V, w > ... w .. a: 0 w ... .. 0 ' O>-,. Wol m ... 0 0 ""w -'z w aQ "' u _, V> w «w I uo u w a: CL w " .. V, z ... w :, er c:, ... z u w w ~ 0 w er a. ..., w .. .. u I ... u ::, ! ~ ...... 0 O"' .. "' -.. -.. "' .. "' C" _, ., 0 .. .. .. .. 0 0 + 0 ~o I r--w I-<[ WI- WV> ::r:w V>z -WJ w Vl::t: u I-<[ :::;; NOTE: INSTALL-PULL---BOX ...., (:j I 1. FOR LEGEND, SEE SHEET E-1. ZFAO.C24.ll STANDAR0.2CL PLNSiiT !REV. !/90) ~PROTECT IN PLACE 12"~14 LOOP WIRES 705+00 ---- CONTROLLER CABINET 0 6 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN INCHES 710+00 DATE PLOTTED ,::) 02-SEP-2008 TIME PLOTTED=> 13:57 MODIFY USERNAME => nlakrori IST COUNTY ROUTE 12 Ora 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TJON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 Tie state of California or Us dflcers er agsrts sttJfl rat be r~b!B fer tie aa;uraCf cr COITlf)lefeMss of electronic copies of ttis plan smet. 3 CORRIDOR SYSTEM SCALE 1 "=50' cu 12332 OPERATING E-2 EA OGOl30 X X X D w >-"' "' > D w w °' "' w > I-w ., °' D w I-"' Q ' D>->-wm "' 1-0 "'w D --'z w ~Q "' " ...JV, w ..,:w cc OD " w °' a.. w " <{ "' z ., w ::, a: 0 I-z " w w , 0 w °' .. ...J w <{ ... " er f-u "' 0 0 + LO N- I r-- u.J <( 1-1- WV> u.J ::X:u.J VlZ -w-' u.J v,::,:: u I-<( :::E is+oo 6 -8 9 .----x--x ----'/.---;. x--x--' :,:_x_x_ -- lli1ffi 1. FOR LEGEND, SEE SHEET E-1. ZFAOtC24,ll STANDAflD.2CL PLNSHT <REV. 1/!!0l SE\ RQlJTt 13 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES Ora 73 15.0/17 .4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 Hl:.tl 1UlAL NO. SHEETS 183 288 Th!J stale af Collfomla or ffs rfflcers ar ogerts stall rd !Jo rasponsfble for tm aa;vracy or axnpletemss of elat:::/n:Jn/c cepfes of tlis pion strd. EXISTING CONTROLLER CABINET MOD L 170 25+00- IN PLACE DATE PLOTTED => 02-SEP-Z00B TIME PL.OTTED => 1 ~: 00 --- . .;:;:. ~1-~,:;-,c--t:~ --_, -• • .---no+o REMOVE EXISTING PULC BOX AND WIRING 8 MODIFY CORRIDOR OPERATING SYSTEM SCALE 1 "=50' E-3 USERNAME => ;1: □Kro..--1 cu 12332 EA OGOl30 " " >-"' 0 w "' > w a: w ,__ <( 0 '-o>-w" >--o <( w ---'z a£? ---'"' <(W ()0 "' w " '; i "' ,-u w , 0 "' Q. <( u ,- .. f!! C .. 0 w "' > w "' w ,__ cl:• >-"' 0 w "' u w :c u w o:. .; w er 0 .z w w _, w .. :,c u ::,; .... . 0 O "' .... -. -.. "' .. "' ...... "'0 .. 1-U C 2 NOTE: 1. FOR LEGEND, SEE SHEET E-1. .ZFA0.f24,ll STANDARD.ZCL PU.SHT <REV. !/90) rPROP<JStD [s. PROPOSED E TW 3 135+00 CABINU 6lR0UTE 131 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 ' ORIGINAL SCALE IS JN INCHES DATE PLOTTED => 02-SEP-2008 TIME PLOTTED=> 14:22 SB 2 2 COUNTY ROUTE Ora 73 ToTAL' PROJECT 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 1 84 288 Th: Sfufe c< cat!fornla or ffs atflcers or ogants s/l:111 rd be responslbl~ far ttrJ occuracy or ccmp/dMtJs6 rf e/i,c/roolc cop/tJS af tlis plan sheaf. ROUTE 73 3· 4 3 4 .4 MODIFY CORRIDOR OPERA TING SYSTEM SCALE 1"=50' E-4 USERNAl.!E => :ilokrori cu 12332 EA OGOl30 X X □ w >-"' ., > □ w w <r "' w > f-w « <r □ w f-« □ ' □>->-wm ., f-□ □ «w -'z w aQ "' u ..J"' w «w :c u □ u ~ "' a. "' " « V, z « w 0 " "' 0 0 f-z + u w lO "' ..,...,. -, 0 w I r-- "' w .. ..J ,-i w « f-u "' =r:w V>;z -W.J w Vl:X: u ,_ .., ::. 6 6 ----- ...i.:..· ;t.;.;·· ......... , .· • I 1.._ _1_ _ ..r 1. 1.so+oo \ ... .... ,_. i s s I EXISTING CONTROLLER CABINET MODEL 170 j I PROTECT IN PLACE PROTECT IN PLACE A ,4\l ~ ~- :: .. ~ I ,;cc:...,.,-c<~Ht== I 8 9 750+00 SB ROUTE .73 i l • 2 • 7 8 9 750+00 1iROUTE 1. FOR LEGEND, SEE SHEET E-1. FOR REDUCED PLANS 0 2 3 ZF'AOd:24,ll STANDAR0.2CL PLNSHT !REV. l/!10) ORIGINAL SCALE IS IN INCHES STA 753+50.00, 36' LT 11 NEW PULL Box EXTEND 2" CONDUIT INSTALL DLC 16-#14 LOOP WIRES 755+00 DATE PLOTTED => 02-SEP-2008 Tit.IE PLOTTED=> 1~:28 6 1 6 MODIFY USERNAME => nlokrori COUNTY ROUTE 73 !"OSI MJLt:.::> TOTAL PROJECT 15.0/17 .4 19.7/23.0 REG I STE RED CIVIL ENG I NEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 Ht.ti IUIAL NO. SHEETS 185 288 Tm Sfl1fe d Calffornla or Its dftws t.r Of}Nls sfrJ/f rd be respanslble fer ttr, oca.trrq or compldenes6 if l!lledrcn/c copies of tlis plan stret. 8 8 CORRIDOR SYSTEM SCALE 1"=50' cu 12332 9 OPERATING E-5 EA OGOl30 0 w >-V> m > 0 w w 0: V> w > I-w ., a: 0 X w I-., 0 ' o>->-wm m ,...o 0 «w -'z w ::,'-' ~ U-u ..J Vl w <tW I uo u w a: "-w '-' ~ vi i w .. a: 0 t-z u w w -, 0 w 0: ._ ..J w ., <( u :,: t-u "' X 2 3 . 765+00 NOTE: 1. FOR LEGEND, SEE SHEET E-1. 2FAO.C24oll 5TANDARD.2CL PLNSlfT tREV. l/9Dl BAMP CO ET-'.LC ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES [___j _ _L_.J_ _ _L_L-_J ' ' .110+00 DATE PLOTTED "') 02-SEP-200B TIME PLOTTED => 1 ~: 3i COUNTY ROUTE Ora 73 MJ::.t MILt.~ TOTAL PROJECT 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DA TE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 288 Tfs stale af catffomla or Its afffcers ar agents stall fKJI be rssr,onslble for tfs acrorooJ or axnpk!teness of ~c oopftJS af tlis plan stl!:tJI. INSTALL DLC 16-#1 4 LOOP WIRES 4 MODIFY CORRIDOR OPERA TING SYSTEM SCALE 1"=50' E-6 cu 12332 EA OG0130 USERNAME => r,: ckrori X X 0 w >-V, "' > 0 w w "' V, w > I-w « "' 0 w I-« 0 ' O>->-wm "' >-o ""w 0 -'z w aQ ,, u -'"' w «w r ()0 u w "' "-w " .,: V, z .,: w " "' C> I-z () w w , w 0 "' .. -' w .,: « <.) I I-u :,; ,., E ..... 0 O ., tao ...... .. .. .. .. 0 .. 1-U C 175+00 0 0 ... u> <9i- I,- u.1"" ';;J';,, u.1 :lC-j <fl.,,.. u.1.-l 'd,:lC-t.) ~ ~ NOTE: 1 . FOR LEGEND, SEE SHEET E-1 . ZFA0.[24,ll STANOAR0,2CL PLNSHT (REV. 1/90! 1 ------ 7 8 PROPOSED 9 1 PROPOSED ES ! ! i 9 1 -#1 2 LOOP WIRE B 1-so+OO· 780+00 _,~PROPOSED ES PROPOSED ETW l J 2 2 3 EXISTING INLINE PULL BOX ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE JS IN INCHl:.S 4 7B5+oo DATE PLOTTED ,=,) 02-SEP-2008 Tlt.1£ PLOTTED => 14: 33 MODIFY USERNAME => nlok.rnri I ST COUNTY ROUTE T0~1xr P~b~~ET 12 Oro 73 15.0/17.4 19.7/23.0 REGISTERED C1V1L ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 HEE TOTAL NO. SHEETS 187 288 Tl'lJ state af Co/Tforrio or "s <fftcers or aged,; ShJII rd be rB6fX)flSlble for the OCCUfl'K¥ or complfhM.ss af efedron/c ccples <f ttis plan sh!Jel. CORRIDOR OPERA TING SYSTEM SCALE 1 "=50' E-7 cu 12332 EA OGOl30 X X X 0 w r V> "' > 0 w w "' "' w > I-w <( "' 0 w I-<( 0 ' Or r WCJ "' 1-0 0 "'w --'z w '°o "' "-u --' V> w .,w :,: uo u w "' n. w " ., .; z <( w " °' 0 I-z '-' w w , 0 w "' .. -' w <( « '-' er I-u ::> ! ~ ...... Oom :; e o ...... C a, _, BOCO ... 0., NOTE: 1. FOR LEGEND, SEE SHEET E-1. Zf'A0.C2◄.ll 5TANOARD.2CL PLNSHT (REV. 1/90) NB .. ROUTE .73 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN 111:CHES DATE PLOTTED => 02-SEP-2008 TIME PLOTTED ::a> 14:34 COUNTY ROUTE ToTAL' PROJECT Ora 73 15.0/17,4 19. 7/23.0 REGlSTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9,618 188 288 TIB state tf Callfam/a or Us rfflcers or age,rts sfrl/1 rKJt be r68{X)IISfble for fie Q(;CIJl'acy or complefn:ss a eltJdronlc cctJes if rtis plan sfr!Jtl. MODIFY CORRIDOR OPERATING SYSTEM SCALE 1 "=50' E-8 USERNAME =) nlokrori cu 12332 EA 0G013D 0 w ,.. V, m > 0 w w 0: !!! w > ... w <t 0: 0 X w ... <t 0 .... O>->-wm m ... 0 <w 0 -'z w aQ ~ " ..,.,, w <tW r uo " w 0: ,;_ "' " "" V, z ., w :, 0: 0 ... z u w w • 0 w 0: .. _, w ., <( u r ... u " X R/W -x ----x---x x---,x NOTE: 1. FOR LEGEND, SEE SHEET E-1. ZFA0,£24,tJ STANOARC.2CL PLNSHT CREV. 1/901 CONTROLLER CABINET ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 ' ORIGINAL SCALE !S tN INCHES L_j _ __J__J_ _ _L__l-_l DATE PLOTTED => 02-SEP-2008 TIME PLOTTED :a) <~:•'iO COUNTY ROUTE TOT AL. PROJECT Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 1 89 288 TIE state of Callfomfa or ffs offfcers or agerts sfr.lfl not be resp:xis/l>le for tte accuracy or complell!Jness of eleclron/c cof:{es of ttis plan 8/rtlJt. MODIFY CORRIDOR OPERATING SYSTEM SCALE 1 "=50' E-9 USERNAME => nlokrori cu 12332 EA OGOl30 X X C, w >-V, m > C, w w a: V, w > I-w ., a: C, w I-., C, Lu a: "-w " ., u, z ., Lu ::, "' "' r z u Lu w ~ 0 Lu a: ll. __, Lu ., ., u :,: >-u "' NOTE: 3 N, ·,· rPROTECT IN PLACE 2 3 4 EXISTING CONTROLLER CABINET MODEL 1 70 1. FOR LEGEND, SEE SHEET E-1. ZfA01C24.□ STAN0ARD.2CL PUISHT (RfV, 1/901 935+00 fr 6 NO 1 8 7 ELECRICAL WORK THIS SHEET ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE rs IN INCHES 9 940+00 J DATE PLOTTED :,) 02-SEP-2008 TIME PLOTTED = > 14: 46 - 1 COUNTY ROUTE TOT AL. PROJECT Oro 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGJNEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACJFICAi SUITE 100 IRVINE, CA 9<618 190 288 rm stats ct ca1rramo or Ms offfws or agents Bhall rd be rsspon,sltxe for ffll OCClff<ICJ or w,rpt/emss d 6/f!idronlc copies tK ttis plan smtt. I PROPOSED Es I ~PROPO I MODIFY USERNAME => nloKror-i CORRIDOR SYSTEM SCALE 1"=50' cu 12332 OPERATING E-10 EA OGOl30 X 0 w ,.. V> m > 0 w w 0: V> w > t-w -< QC 0 X w t--< 0 ' c>-,.. wm m >-c C ""w ...Jz w aQ " u ...JV> w <tW cc UC u "! "' w a. " -< V) z -< w ::, "' 0 t-z " w w .., 0 w QC ll. -' w -< -< " :c t-u "' NOTE: 1. FOR LEGEND, SEE SHEET E-1. ZFAOct2"4,ll STAN0ARD.2CL PLNSHT (REV. 1/901 X EXISTING CONTROLLER CABINET MOD L 70 ALL DIMENS[ONS ARE [N FEET UNLESS OTHERW[SE SHOWN TH[S PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS OR!GNAL SCALE IS IN INCHES 0 OATE PLOTTED => 02-SEP-2008 TIME PLOTTED=> ;~:48 MODIFY USERNAME => ~lakrori IS COUNTY ROUT!:. TOTAL PROJECT 12 Ora 73 15.0/17.4 19. 7/23.0 22~ /};'~' . C-1.-4- TERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICAL SUITE 100 IRVINE, CA 9~618 NO. SHEETS 191 288 TM stat& elf Cafffonia or Its officers or agorts slKJII rd be rasrmsfble fer -tte accuracy or ~ of tJltdroric copies If tits plan .sf1JtJt. -x CORRIDOR OPERA TING SYSTEM SCALE 1 "=50' E-11 cu 12332 EA OGOl30 D w >-V, ro > D w w QC V, w > I-w .. QC D • w I-... D ' D>->-wm ro 1-0 D "'w -'z w 8£! " u -'"' w "'"' I uo u 2 w "' a. w " 0 "' z "' o· "' w + " °' -0 0 I-z -~ u w I 6' w "'"" , ;--PROPOSED : I 3 ES 4 2 ETW 0 w .... "' a. -' t:,u1 w "' .. ':ti u I I-u "1..- :> ,.;-' 'dit '&. ::. NOTE: 1. FOR LEGEND, SEE SHEET E-1. ZFAOtC2'1,ll STANOARD.2CL PLNSHT (REV.1/90) -965+00 965+00 REMOVE EXISTING---_ PULL BOX AND WIRING 6 . SB~ .. ROOTE .73 8. STA 967+15.0b;. 36'LT /1-NEW PULL aox· •• • EXTEND 2" CONDUIT INSTALL DLC 12-#14 LOOP WIRES 8 ----------------------- ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY, FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 ' NB 970+00. 9 970+00 ------- DATE PLOTTED =) 02-SEP-2008 TIME PLOTTED=> 14:50 2 2 MODIFY USERNAME => ;;:okror-i COUNTY Oro ROUTE 73 i-v::,,1 ,.,1...~::,, TOT AL PROJECT 15.0/17.4 19. 7/23.0 REGISTERED CIVlL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICAL SUITE 100 IRVINE, CA 9~618 TIB state rf catrrorria or ns officers or ager/8 s/rJfl not bB re5{10f18Tbla for ite a«lJl'IX!f or CCl1lf}ltlPilll af eleclrodc ccrie.s of ftis plan st«t. CORRIDOR SYSTEM SCALE 1 "=50' cu 12332 OPERATING E-12 EA 0GOl30 0 w >-V) <D > 0 w w "' ill w > .... w <( "' 0 X w .... <( 0 ' O>->-W<D <D .... 0 "'w 0 --'z w GS? "' u ...IV> w <CW I uo u 1 a: '-'-! w n_ " <( V) z .. w " a: 0 6 I-z u w w , 0 w a: n. ...I w .. <( u :r I-u "' X NOTE: 1. FOR LEGEND, SEE SHEET E-1. ZFAO.C:24,ll STANDARO.:?CL PLNSHT !REV. l/"90) 9 PROTECT IN PLACE 9 980+00 2 2 ,-PROPOSED ES PROPOSED ETW 3 •• N.B ROUTf 73 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES 4 STA 984+10.00 36' LT 1-NEW PULL BOX EXTEND 2" CONDUIT . INSTALL DLC •.12"fi'14 LOOP WIRES j1%i ,':ti f !Jas;oo 6 985+00 6 't.Roun: REMOVE EXISTING PULL BOX AND WIRING NB MODIFY DATE PLOTTED => 02-SEP-2008 TIME PLOTTEO => 14:52 USERNAME => nloKrori COUNTY ROUTE TO~°AL ! P~b~ih Ora 73 15.0/17.4 19. 7/23.0 REG I STEREO CIVIL ENG I NEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA1 SUITE 100 IRVINE, CA 9<618 Ml:.~l IVl"'I... NO. SHEETS 193 288 Tie state d Callfornla or rts offfaers or agents sfrJfl net~ r8$IX)(ISll:ie for fix: fJlXX.JfOOJ or ~ d elecfrOO/c cop/tJS af ttis plan s/r!II, CORRIDOR OPERATING SYSTEM SCALE 1 "=50' E-13 cu 12332 EA OGOl30 X X 0 w >-"' m > 0 w w a; V, w > r-w <( a: 0 w r-<( 0 ' O>->-wm m >--o 0 <w -'z w aQ " u ..,.,, w <CW I <..)0 <..) "! a; a. "' " 4 V, z .. w :, er 0 ~ z <.) w "' ~ 0 w a; ~ ...J w 4 <( <.) I ~ u "' .. ! .. .. .... 0 C _, .... -= ii: ; C .. ao .. 0 .. .. u"' NOTE: 1. FOR LEGEND, SEE SHEET E-1. ZFAOd:24,IJ STANOAR0.2CL PLNSHT {REV, !/901 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY, FOR REDUCED PLANS O 2 ORIGINAL SCALE tS 1N INCHES DATE PLOTTED => 02-SEP-200B TIME PLOTTED => 14: 54 COUNTY ttCJUlt:. Ora 73 TOTAL PROJECT 15.0/17.4 19. 7/23.0 REG I STEREO CI VJ L ENG I NEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 NO. SHEETS 194 288 Th: state <f catffornla or lt6 afffCtJrs or age,ts s/rJII not be responsible for ttrJ accurocy or ccnpetem.ss of elactnxic coplM rf ttts plan slrd. MODIFY CORRIDOR OPERA TING SYSTEM SCALE 1 "=50' E-14 USERNAME => nloKrnri cu 12332 I EA OGOl30 X X 0 w >-V, "' > 0 w w a: V, w > I-w .. a: 0 w I-.. C '-C>->-w"' "' 1-0 0 "'w --'z w GQ ~ u --'"' w "'w I uo u a: ~ w 11- ~ .. V> z .. w " 0: 0 0--z u w w ~ 0 w a: Q _J w .. ... u I 0--u :,; ~ .. " -Oo"' tea '"'"''"' Ca:_, "'0 .. .. .. ... NOTE: 1. FOR LEGEND, SEE SHEET E-1. ZFAO.C2◄,ll STANOARD.2CL PLNSHT !fl:EV.1/!lOl 8 9 1010+00 9 101 o+oo SB ROUTE 73 2 3 2 Q;.ROUTE 73 3 NO ELECTRICAL WORK THIS SHEET ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN INCHES 4 4 1-015+-00 1015+00 1015+00 DATE PLOTTED => 03-SC:P-2008 TI"'1£ PLOTTED=> 09:~1 6 6 1 7 ors COUNTY 12 Ora ROUTE 73 t"V::>! IYIJLC..;:, TOTAL PROJECT 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 r,c.c..1 IVI .. L NO. SHEETS '195 1 288 Tm stata al Cal1forria or rts ffffcers « agerts s/KJII not btJ responsfble for th! acctJracy or CfJITlf)iBfBfJe of el«:lronlc coplM of ttis plan smet. 8 RAMP NCD-1 8 MODIFY CORRIDOR OPERA TING SYSTEM SCALE 1 "=50' E-15 cu 12332 EA 0G0l30 USERNAME => r:lokror-i • X 0 w >-V> "' > 0 w w "' V> w > f--w "" a: 0 w f--"" 0 ' O>->-wa, <D f--.,,o 0 _,w w :::,Z "' oQ 0 -' V> w «w I 00 0 w "' ,;_ w " "" vi z "" w ::, "' C f--z 0 w w ~ 0 w "' .. -' w "" « 0 a: f--u ::, ' ~ .. CD Oo"' lea ...... .. .. .. .. 0 .. .. .. .. I I I f /' /+ , / CABINET (MODEL 17D /' ;0-20+00 2 REMOVE EXISTING PULL BOX AND WIRING NOTE: 1. FOR LEGEND, SEE SHEET E-1. ZFAOd:24,ll STANDARD.2CL PLNSHT (REV. !/90) "' 4 PROTECT IN PLACE 8 -~ . ...., ~--------- sa ROUTE -l025+00 -6 9 1025+00 6 7 iROUTE 73 8 9 [ PROPOSED ES I \ 1 PROPOSED ETW -----------------------------------------~~------- ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS O 2 ' ORIGINAL SCALE !S IN INCHES L----l_...J... _ _L____jl_----L_..J DATE PLOTTED ::::) 02-SEP-200B TIME PLOTTED=> \6:08 USERNM,tE => nlok.rnr-i COUNTY ROUTE TOT AL p·RoJECT Ora 73 15.0/17.4 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 196 288 TIE stale d' Co!ffam/a or Its omcsrs or agents s/rJf! rd b8 res,xx,sfble for Im (l(;Qffocy or o:mpldemss <f elt!drolllc cop/f!J6 d ttis plan ste!t. CORRIDOR SYSTEM SCALE 1 "=50' cu 12332 OPERATING E-16 EA OGOl30 >-"' C w V) > w Ir X w t--.. C ' o>-wa, ... " «w -'z 5Q ..IV) «w uc Ir w " .. z .. " t--u w ~ 0 Ir <L .. u I- X 0 w "' > w Ir w I--.. 0 >-"' " w ~ u w tJ I u Sff flOUTE 73 1 2 3 ·•• 1045+00 6 w 0 <L 0 + ul u, ''"" w ~o Ir ,~ 0 uJ ... z w 6 ? 6 9 1040+00 REMOVE EXISTING PULL BOX AND WIRING 2 ROU7E 733 4 1045+00 !PROPOSED ES -___________ i_ PROPOSED ETW ,...,... uJI/\ PROTECT IN PLACE tj -------------------------- -.. --------------- w "'.,, _J i7i~ w .. .... I u.1--' u u.l :IO ::,, 1/\ {.) ':,, ::::;; ZFAo.(24,ll STAN0AA0.2Cl.. PLNSHT CREV. !/901 ----------- 8 j I NOTE: 1. FOR LEGEND, SEE SHEET E-1. .210+00 .. 2 212+35 NEWPORT COAST DR. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. 2 FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES DATE PLOTTED => 02-sEP-2005 TIME PLOTTED=> 15:·1 6 7 7 COUNTY ROUTE TOT Al. PROJECT 73 15.0/17.4 Ora 19.7/23.0 REGISTERED CIVIL ENGINEER PLA.NS APPROVAL DA TE TRANSPORT A Tl ON CORRIDOR AGENCIES 197 288 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 rm State d CaJl(ornJa ar Tt$ ancers ar agents sh:lfl Id txt responsfb/0 for ttt, tJrx:AffQcy or OOl(tJlelufflSS of e1raronJc Cl)f)les rf ffis plan smet. 8 9 1 050+-0C 8 q c-··_-_·_- MODIFY CORRIDOR OPERATING SYSTEM SCALE 1 "=50' E-17 cu 12332 EA OG0!30 usERNAI.!£ => r I okr-o.1 X >-"' 0 w V, > w "' w .. < 0 ' O>-WOJ .. «o __,w ::,Z u" --'"' <tW uo 0: w " .. z .. " r-u w -, 0 0: .. .. u r- I :c .. 0 w "' > w <r w .. < 0 >-CJ 0 w ~ u w r u w n.. "' w QC 0 z w w --' w <( I u ::, .. .. -Oow IH:! u "' .... C ,_"' .. 0 .. ,-UC NOTE: 1. FOR LEGEND, SEE SHEET E-1. Zf"AOiCl!◄.ll STANOARD.2CL PLNSHT (F!E:v.1/90! -NEW ULL X EXTEND 2" CONDUIT STALL OLC -;,14 LOOP WIRES ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY, FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS JN INCHES -1060+00 DATE PLOTTED => 02-SEP-2008 TIME PLOTTED=> 15:13 1 2 COUNTY ROUTE Oro 73 TOTAL. PROJECT ·NO-:· sWE.ETs 15.0/17.4 198 288 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A Tl ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 TM srate rf Ccllfornla or Ms rfflcers or ogt!lts shall mt be responsfble for ttr; occtJrfJC/ or complefent:ss d electronic C0()16S d ftfs plan slr:d. MODIFY CORRIDOR OPERATING SYSTEM SCALE 1 "=50' E-18 cu 12332 EA 0GOl30 USERNAME => n•okrod X >-m 0 w "' > w 0: • w t-<t C '- " w "' > w "' w t-., C REG J STEREO CI V l L ENG J NE~R PLANS APPROVAL.. OAiE TRANSPORT A TI ON CORRIDOR AGENCJES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 111:.1:.1 IV1•u, NO. SHEETS 199 288 T~ Stoh, cf Ca/ffl1n!la or Its afflctJl"S or O!JMt& Sia/I rube responsrbff:I for fht lNJatrt1ey ,.,, ~ ef «IJdn:tnlc CDple,s or ttlb Pim 6/Jed. O>->-WQl m ,-0 "'w Cl 32 w ¥ Us/ u ..JV, w «w I Uc u ~ 0: a_ w " 1 "' i w .. 0: 0 ,._ z " w w ., 0 w "' :1 ..J w <t l=j :,: u , I ::, 6 6 1 w_, ' 0 , I ·7· B· 9 1075+00 3 tROUTE 73 4 ··I PROTECT lN PLACE 1070+00 2 }' 8 9 I •. 166+00 7 .8 ••• :~:: ·•········ =q;;.c.-=-==---=t~-==~'f;; NOTE: 1, FOR LEGEND, SEE SHEET E-1. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. ~OR RtDLJCEO PLANS D ORJGJNAL SCALE JS lN INCHES , DA7E Pi.OTiED =:> D2-SEP-20D8 TfME: PLOTT£0 => 16:is MODIFY CORRIDOR SYSTEM cu 12332 OPERATING E-19 EA OGO/3O a w >-"' "' ;; C, w w n: . l!! w > ... w .. ., a X w ... .. 0 ' O>->-u.UD m 1-0 a .. "' -'z w GQ "' 0 ..,., w ..... I 00 0 "' ~ ... n. " .. "' z .. w 0 " "' 0 a + ... z u w 0 ... "'"' ., ~o a w ·~ n: Lu n. -' ... <( .. ... f-f-u :c Luv, ... u Lu ::, ::i:w <nz Lu-' Lu <F>:C u f- <( ::. X NOTE: 1. FOR LEGEND, SEE SHEET E-1. ZFAOia:4.D STANl>Al'ID-2Q. PLNSHT CREV. f/901 • __ ---~~-~--~~-~--,{-~-r-=~,-=<_:._·-__ ··:··.::. • ;··-·:.;:·~ ;·,·:cc·.~:-~~.-i:~;::~;--.F~=:_·-:'.:·::.:~·~-~--;~~-~-~--=-::---~:·_-_·-~-~--£.:.1--:. ::--· ;-· --9-/ . .J....).. . .. 39Q+00 __ I EXISTING CONTROLLER CABINET (MODEL 170) ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE !S IN INCHES ,~ DATE PLOTTED => 02-SEP-2008 TIME PLOTTED aa> 16:~6 1ST COUNTY 12 Ora 73 15.0/17.4 19. 7/23.0 REGJSTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 200 288 Tie Stata of Colfforn/a or Its cfflcsrs ar agert-s shall not be responsfblB for ~ acwrrxy ar car,p(mt&S of electronic copfeg ff tfis pion sh!Jef. x---x---x---x ---x---x---x---x---x MODIFY CORRIDOR OPERATING SYSTEM SCALE 1 "=50' E-20 USERNAt.iE => cilokrnri cu 12332 EA OGDl30 X X 0 w >-V> <O > 0 w w "' "' w > f-w « "' 0 w ... -< Cl ' C>->-W<O <O I-Cl -<w 0 55 w " u_ '-' --' V> w -<w I uo '-' 0: ~ "' a_ " -< V, z -< w ::, tr D ··==~==ii~,;;;~;:-~~~"'R1+43.•·•··.· .. ···~·==·· =,,.,t··· ... . -;; • _, - 6 1105+00 2 IN.PLACE ~ 1-00-+00 1 8 4 11 D5+00 3 7 6 7 DIST COUNTY ROUTE ToTAL.' PROJECT 12 73 15.0/17.4 19. 7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9~618 28B Tte stated California or ffs <fffCMs or O{Jl!Jfis sh:111 rd be responsible for th!J occurocy or amp/der/Ms of e/«m::Jnlc copies of ttis pan smd. PROTECT IN PLACE 8 11" . g/J~. ::h/i;9 'r' 9 0 0 + 0 -C\J -C\J _, uJ <C 1--1-- VluJ ... z u w "' ., 0 w 0 o· + u, Oo> NO· ,~ uJ PROPOSED ES 8 9 11 oo+oo 1 itROUTE 13 2 --------------:----;, __ ~.1.r.OS:1-0ci 1;· ---6-----·-· -. • •. ""f - - -7' -~ 0---··-8·-f--- -~ ~[~~~s~:~f§_ ~i~ --~ -~.: ~ ~ --i,i1-GGGG-.. ,o~ili::-.. ~:.:::.~ . .:::-:;.:.=.;;,.-~-=-=-=-=-==~~== uJ uJ:C 2:Vl 0: .. _, w -< « " :c ... u "' <( ........ u.JVl uJ :Cu.J VlZ -u.J-' ~t3 .... <( :::. ----- ZFAO.C24,I) STANOAR0.2CL PLNSHT CRE:V.J/90) 6 NO ELECTRICAL WORK THIS SHEET ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 DATE PLOTTED "'> 02-SEP-200B TIME PLOTTED => 16: 16 MODIFY USERNAME => nlak.rorl --'uJ :c"' t., V) 1--1 CORRIDOR OPERATING SYSTEM SCALE 1 "=50' E-21 cu 12332 EA 0GOl30 X X >-"' 0 w V, > w "' w I-« C ' C>-wa, ,_c «w -'z aQ -'"' «w uo a: w " « z « ~ I-u w , 0 a: n. « u I- .. ~ C .. 0 w V, > w "' w I-« 0 >-., C w ,.. <.) w I <.) ~ ._ .,,- w "' 0 z w w .J w .. I u "' .. .. .. 0 0 .. .. .. -. -.. .. .. .. C "W .. 0 .. ...... 0.7' ASPHALT CONCRETE PAVEMENT (Typ) FOUR 43/," Min INSERT AT EACH END AS REQUIRED :ZFAOd:24,ll STANOARD.2CL l'LNSHT (RE:V. !/90) I --i 5" 30" ACCESS LID PROPOSED ETW TRAVELED LANE PAVED SHOULDER it IN-LINE PULLBOX IST COUNTY ROUTE POST MlLES HEE TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 15 -0/17•4 202 288 19.7/23.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 Th, stared Collfornla or ffs offfcers or age,ts st.111 nat be respcn.sftJle for ttt: f1(X(ff'or::J or comp/eleness of e/edrOnlc ccplttS cf tlls plan 6fr:let. NAME PLATE SHALL READ "CAL TRANS TOS COMMUNICATION" H-20 COVER AND FRAME O. 7' ASPHALT CONCRETE--: VARIES 2'-5" 3' TO 1 O' ! 6" CONCRETE LID WITH LIFTING INSERTS AT EACH CORNER PAVEMENT (Typ) \ L 6" CONCRETE LID WITH LIFTING INSERTS AT EACH CORNER 30" ACCESS LID H-20 COVER AND FRAME • -~ i,. •. 4 .... • ·' .• 6" CONCRETE RISER 6" CONCRETE RISER PULLING IRON (Typ) FOUR 43/.,t Min INSERT AT EACH END AS REQUIRED 8" SUMP 5'-0" LONGITUDINAL SECTION 5" I i--- INLINE PULLBOX FOUR 43/," Min INSERT AT EACH END AS REQUIRED NOTES: T 'b c/ FOUR 43/." Min ~ INSERT AT EACH END\\• .. AS REQUIRED \b d rs"sUMP b 4'-0" CROSS-SECTION 1. SLOPE OF SHOULDER WILL VARY. REFER TO ROADWAY PLANS/PROFILES. 2. UTILITY VAULTS WILL BE OFFSET FROM DRAINAGE STRUCTURES DURING INSTALLATION. REFER TO DRAINAGE PLANS FOR DRAINAGE STRUCTURE LOCATIONS. .• .• ., N.T.S. INLINE PULLBOX ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 , ORIGINAL SCALE !S IN INCHES L_L...i_..J. _ _J__,L__j DATE PLOTTED => 02-SEP-2008 TIME PLOTTED=> 16:19 NO SCALE E-22 USERNAME :) niaKrori cu 12332 EA OGOl30 >-,n C, w V> > w "' X w ,_ <( C, ' O>-W,C ,_ C, ""w -'z 6£2 _, V> <(W uo "' w " <( z x-<( " ,_ u w , 0 "' .. <( u ,_ X C, w V> > w "' w ,_ <( C, >-,n C, w "' u w :c u ~ (C ,; w "' C, z w w .., w <( r u " cos 761+50 0 cos 761+50 0 772+05 LOCAL COMM m 792+10 LOCAL POWER ,--,----'; ' ' ~ 792+20 LOCAL COMM 4-SEE CONTINUATION ON SHEET E-25 EXISTING CONDUIT CONFIGURATION ·: "·"'·'" ---------·-· ., .... ,. ·:. _,-,·,_-·:c:····;·',"',·:·.; ,:·· __ -:· ••• _ .. ,.,_-_·:·.·::,. [D 772+05 LOCAL COMM ' J~ :f ~ ~11., .•. "'.f· I I JJ I I I'• 1/770 l,.~~1~[IJ 1·"8~o+L9~0"'-' • -l ~~;+oo 192+1 o LOCAL 781+l 5 LOCAL POWER COS POWER SEE CONTINUATION :T7 I I '_ L....l.._j 792+20 LOCAL COMM ON SHEET E-25 RELOCATED CONDUIT CONFIGURATION cos 818+00 0 lo ' I I POST MILES !C:HEETI TOTAL ISTI COUNTY ROUTE TOTAL PROJECT r NO": 'lsHEETS 1 2 I Ora 73 I 1 5 • 011 7 • 4 1203 I 288 19.7/23.0 'I RE:GISTERED CJ VIL ENGINEER U.: ~;. fl,,,;, , 2,,{,1 p,,,g , M. ENDRES ti -.,.."--'--"-c--~~----ll~a-~1260 ~ 1--'P=-LA:::N:::S...:•:c.•cc•RccOc.V:::AL'--D""A"T=-E-----\\•{I E:,q;i, l 2/31 /09 I} L....- TRANSPORTATION .i, CORRIDOR AGENCIES ._,,e C/V\ -:4♦~ OF Ct.'-''"---' 125 PACIFICA, SUITE 100 IRVINE, CA 9<618 Tte State (I( Callfomlo or Its rffloers or agetts slufl rid be r65f)(XIS!ble for tm OOC1.Jroq or Cl)lllfJdefless d electronic co,ies rf tits pion slrd'. I coNDUIT1 co~3~IT I INNERDUCT !@i010l0 ©i©! 4C #1 W/4 -1" T1 #? INNEROUCT #' #4 ' X I X ' ' X I X I W/24C_ 1" T2 #? X I X ' INNERDUCT i 4C #1 W/2 -1" C1 #2 X c:, X w INNERDUCT V, ::, : 4C P1 NONE X I-0 2C LOC POWER NONE z 2C LDC POWER NONE I 2C LOC POWER NONE I 2C INT. CON. NONE 3C TCA F/0 NONE i 4C TCA F /0 NONE • CONDUIT SIZE l REMOVED INSTALLED i 4" W INNNERDUCT; 80 LF 200 LF i 3" 40 LF I 2" 260 LF 300 LF II 0 EXISTING VAULT (TRAFFIC RATED -H20 LOADING) ~ NEW VAULT (TRAFFIC RATDED -H20 LOADING) [IJ] EXISTING VAULT (NOT TRAFFIC RATED) NEW VAULT (NOT TRAFFIC RATED) 0 PULL BOX I i ' ' I I ' I I ' "T . ' ' , ' ! i I i T X ' X I X X ' ' X ! I X 1 90° BENDS INSTALLED ' 10 4" COUPLER! INSTALLED ! 6 4 MODIFIED CORRIDOR OPERATING SYSTEM DETAILS NO SCALE ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. E-23 I FOR REDUCED PLANS ORIGINAL SCALE JS IN INCHES D , ' I , ' . IDA.TE PLOTTED => 02-SEP-2008 TIME PLOTTED=> 13:39 USERNAME => n'okror-i I cu 12332 I EA OGOl30 • X • 0 w ,.. "' "' > 0 w w er "' w > I-w « er 0 w I-< 0 ' O>-,.. '""' "' I-0 0 ""w -'z w aQ ~ '-' ..J"' w <W :,: uo '-' w a: 0. w " < "' z < w " er 0 I-z u w w ~ 0 w a: 0. ..J w « < u I I-u ::,; I C ... ...... 0 O"' .. " -.. -.. ....... ,c ..... .. 0 .. ...... I "T,-,,-, •........ , r-................... ,..,..,, ,..., ., ... ,, ... ,,....,-,, • ,,.., .... , If, -!- i •• C""';c·t • f ... 5JT EJ. Gr··~· .. •·.•~.···o.·•·~j··~.•.•·.io ••• .:.-.-:,e::-··.:<-,·':<- ·'·-""''--·.J>:e'J. .. •, ., [:][] G 0 LI . 2JEJ ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 3 ' ' I I 25 PR COPPER DATE PLOTTED "') 02-SEP-200B ! I . . I !ST COUNTY ROUTE POST MILES TOT AL PROJECT 12 Ora 73 15. 0/17. 4 19.7/23.0 --?~:£"" .&-'A/- REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORT A TI ON CORRIDOR AGENCIES 125 PACIFICAi SUITE 100 IRVINE, CA 9~618 HEE TOTAL NO. SHEETS 204 288 Tte stam rf CU/lrorda or ffs rfl/CtJl'S or agets slrJII not be respxis/blo for tm occurOC'j or complflf6n&ss rf efeclronlc ~e6 rf #is plan smd. ' I ' ! ' ' I I PULL BOX VAULT MODIFIED CORRIDOR SYSTEM DETAILS NO SCALE cu 12332 OPERATING E-24 EA OGOl30 0 w >-.,, "' > 0 w w IC V, w > I-w .. 0: 0 X w t-.. 0 ' O>->-w"' "' t-0 0 ""w 5~ w ,, u_ u _,.,, w -<W :x: ua u w 0: D. w <> <{ .;; z <{ w :,; tr 0 t-z u w w ~ a w 0: .. -' w .. <( u :r ... u "' X X NOTES: 1 ) 2) CONTRACTOR SHALL VERIFY ALL QUANTITIES AND SIZES OF CABLE TYPES, SPLICES, AND CONDUIT PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL COORDINATE A PRE-ACTIVITY MEETING WITH CAL TRANS AND TCA TWO WEEKS PRIOR TO THE START OF WORK. 3) CONTRACTOR JS REQUIRED TO CALL DIG ALERT PRIOR TO EXCAVATION. 4) POWER CABLES ARE TO BE DE-ENERGIZED DURING WORKING HOURS. r-LEXISTING 4'X4'X4' VAULT 4'X4'X4' VAULT 780+90 LOCAL POWER cos 781+15 CONTINUATION ON SHEET E-23 780 LOCAL POWER 781+15 cos TRENCH f-,f--,---87''--------' CONTINUATION ON SHEET E-23-.J "'"' ::;·' ' •• ,;,.c ~,,, ·., l 83' I l 4'X4'X4' VAULT i ! 780+90 LOCAL POWER SEE CONTINUATION ON SHEET E-24..J ·J: __ L \JOINT TRENCH 1 83' ' l ___[_ EXISTING 'obc~~-o 4'X4'X4' VAULT JOI NT TRENCH "4-----87~' -----; SEE CONTINUA T!ON ON SHEET E-24 .._J ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 3 l DATE PLOTTED => 02-SSP-2008 MODIFIED 1ST COUNTY 12 Ora ROUTE 73 POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 REGlSTERED CIVIL ENGINEER PLANS APPROVAL DATE TRANSPORTATION CORRIDOR AGENCIES 125 PACIFICA, SUITE 100 IRVINE, CA 92618 HEE TOTAL NO. SHEETS 205 288 Tffl stl1f8 of Calffornla or ffs offfcus or a{JtJl'lls sh:Jfl rot be rt,SpXIS/b/B for tm acaracy or rxxr,pldmess (}( eladrotic copies d ffis plan sfmt. CORRIDOR SYSTEM DETAILS NO SCALE OPERATING E-25 {[_ Abut 1 ~ \ I I ' STANDARD PLANS Dated May 2006 INDEX TO PLANS A10A A10B A10C A10D B7-6 ACRONYMS AND ABBREVIATIONS (SHEET 1 of 2) ACRONYMS AND ABBREVIATIONS (SHEET 2 of 2) SYMBOLS (SHEET 1 OF 2) SYMBOLS (SHEET 2 OF 2) DECK DRAINS -TYPE 0-1 AND 0-2 a standord Pion Sheet Number Oeto i I Number SHEET NO. 2 3 4 5 6 TITLE Barrier Layout No. 1 Barrier Layout No. 2 Typical Section Sections ond De Ta ii s No. 1 Sections and Details No. 2 Concrete Barrier Type 60A 2 , i NB Rte 73 '-~{[_ Bent 3 (Mod) <l BenT ~\ 5 ,_,,..--It Diaphragm \_ cc=======":=========== o 1 s rl COUNTY I ROUTE l 12 I ORA I 73 I 15•0111·• I 206 I 2s8 19.7123.0 REGISTERED CIVIL ENGINEER os-oz-oa~v~of(SSJo¾_, ~ .!::' ~ !".! ™ClHO 00/M:lVEV ,; ------------11,:~· C46121 l~/1 PLANS APPROVAL DATE ~ 12-31-08 ,-. The State of Cotifomio or ifs off;cers or agents ~ xp.~ » s/lafl rot be responsiblo for the occuroey or .r;,-_,;-. ..,,,..\,.,. conpteteness of electro/lie copies of this plan sheet, < o. CAL 1flF~ DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 rB::: 8 :~:::::0: 7 0 7 , 5 0+'. 6 ' 8 :· 8 ,o~-----''\~--=-·-·==~~~~~~~~===~~========i~~;-:--'"--'. 0 : 0 _;_ 0 : 0 '_- 0 _:-";~~==~~~::::::::::::::::::::=s~~~~:::::::::::::::-:-=-:--:-'.-:-:-:~=~:::::~=~=:::=----="'":"-'-'-:-:--::::":"=~:~:-- 0 -~: 0 ; 0 -~:~:--~:-;,~~~;~jf5g ~ -~ Structure 0:: Approach ~'I er= <{ (\J ' ro -0 :r z Uf- \''-ZC's L@. ~ 5 PCC S+o 780+24.40 removal and deck refinish •••••••• • ./ ' ~~,;~)[~:~-~ ;:-\:>;~;~~t~::":":::::~~~"::~i]-~,;:I-;~;;:~~:~If-f i~I~~;/:~:==~~i~)~)t :. § /' PCC Sta 1+86.62 ti Barrier 2 Note: 6.00':!: Lt Sta 781+88.20:!: l._ CO ET-LC CURVE DATA CURVE R 301.00' 16°29'20" 2941.89" 3°59'51" G) 2992.23' 294 7 .oo· 24°24'45" 3000.00' 28°43'00" QUANTITIES BRIDGE REMOVAL (PORTION), LOCATION D REMOVE CONCRETE STRUCTURAL CONCRETE, BRIDGE REFINISH BRIDGE DECK BAR REINFORCING STEEL (BRIDGE) BRIDGE DECK DRAIN SYSTEM CONCRETE BARRIER TYPE 60A (MOD) T 43.61" 102.67' 1 73.49' 637.50" 767.94' L 86.62" 205.26" 346.60' 1255.65' 1503.60' LUMP SUM 1 1992 56 329 755 CY CY SF LB LB FT /t,✓ ,,,,/,,,,, ,;:;}?:>::::~~;;;;:;/ //// ,? l' /,1/// ///,' ,? ,? /1/// fl// ,? ,'.' l/ // Ii ,, ,, ,, I ,, I I ,:/ /l..--.,z r:✓ i' ,,,, ;/ //f -7,~---~:ri//. '' II II II ,-.~, I I // II II II { II ; ; // /,' ,',' ,'/ / ,'/ ! ! '' II JI i, I 11 // !!}/ // ,'//,';// !,I" 11 '' I":: !ff,',~' ,'f/f,'/i , • /j H If o '1 // !/ii// {f!:;fi f: :1 ,'f /{ f 1; if !i ,1: .1: :; ~!;Ji i! ;L_H ___ ll_LJ; ii 1i-· ' .. s: ii !\ ii ·: i\ J_ t_ ~\ 1"=20' PLAN Begin Concrete BC Sta 1+00.0± (t Barrier 23.04' Rt Sta 784+34.12 '.i_ G) 10.20' Rt Sta 785+19.97 ~ CD ET-LC 60A ET-LC Remove existing concrete barrier and refinish deck (Total Length= 996.1±) Insta! r Concrete Barrier Type 60A (Mod) Cap existing drainage in!et Al I STructurol Concrete (Br-idge) shol ! be fc' 3.6 ksi at 28 days Legend: Existing structure Concrete Barrier removal Contr-octor shot I verify al I control 1 ing field dimensions before ordering or fabricating any materials. ~ l-----------------..----------------------------..------.-.,-----------,e,,,,e,e .. ,,,0--------'T"--------------..,.---------------..-0.,-,,.,,s,c,-,.,c.-,r------------------------------------l~ X.-,\=,. c•~ 0'"'" J.Ouinovevo F. Konn ~TRANSPORTATION KosolnimKrishnon 55_745R LAGUNA CANYON ROAD UC (MOD) ~ oEiiJ.fu:i)oV£RsrnttT Jo~i OETAJt..S BYL. Re..,es cp~"'~onn CORRIDOR PROJECT ENGINEER 1--c~c,-,-.c"c,--1--------------------------------------l,, '/ f 'f / 08 1----1---"-'-.=,c=._ __ --l~,,,,-c"",:,''"=<..----J,.. AGENCIES B A R R I E R L A Y Q U T N O 1 '-;':;';'";,;o;';'f';•;'~'-;;;;;::;::--;;;;;--;;::;;;,-7,;;:~;;;;;--------------------------.1. 0 _"_•.".'.'.'-'.'.'1...J:, • ..l.L.aea;~m~b~e"r;:in•e•r"-----;:J~.;;'a~u~i:n;o~v;e~v:o;;;;---t--r-7 ___ r_1 __ 7,--lr-fc:u,z":i'32 _________ 7-;~';6 ;· B:O;:;:;;;~:-;~:;:;----r:::::;:;:]!![!ll[l~D1ij'.;E§'.:\TI![:;;µl=:;:=:;==;;::=p;m:i=L:1~ I STRUCTURES DESIGN tl!TAIL SHEET (ENGLISH) (REV. 9/2✓98) OIIIGl"-"L SU-lt IH INCttES ' I CU 12332 DISRE:GAfltl PRINTS 81::Afl!NG REY/SJ«. DA1£S IPf([Lllllw.llY STA~t OOlY) 1 SIJE[f I fF ::::; L----------------------------.,.--------------------------------,---"-""_-_'_'_'_"_"_' _____ _,_ ____ L ___ !.... ___ ..,__..1!E'iA,-,,'OcG~Oc1:-if3"-.Qc,;"",;,-;;,;-cc:::;::c-;c::,,:::,,-!o;:'a'a'-.'a"c':::::"c"c'c','~::::c"c'c's'a::::::c7.e,;;l~,"""''":,:·~O,,!'."loJ%"·"·•:•l~,.~y&·::..::.1l•2:'"""::..::J.:l*~•:·•:•1..I_.LI __ Ll_1...I_JIL_Ll-e1_.Ll..-"6~~ j ) F tu: -> P: '6001 9152,CoC:d\S.;-n.;cT\Shee+,Loguna Canyon Road,55 745R a ~::,01 .Ogn - Note: :c u f- f-::> <to ~ >- <{ --' ' 2 I Bent 5 Bent 4 PI Sta 3+91 .88 If Border 6.00' Rt Sta 787+25. 75 >. CD ET-LC (59.00' Rt Sta 787+21.91 >. NB Rte 73) Contractor shal I verify al I control! ing field dimensions before ordering or fabrico-ting any materials. I DESIGN DETAILS ' Notes: G) Remove existing concr-ete barrier and refinish deck @ lnstal I Concr-ete Barrier Type 60A {Mod) G) Cap existing drainage inlet @ Construct new drainage inlet For Legend and Cur-ve Data, see "Barrier Layout No. 1" sheet. \_,...,...----<!. Bent 6 EC Sta 790+72.40 ' \ EC Sta 7+38.47 <t Barrier 6.00' Rt Sta 790+73.05 i CD PLAN 1 "=20' ET-LC End Concrete Barrier Type 60A Sta 8+55.2± (j:_ Barrier 3.57'Rt Sta 791+89.89 1 CD ET-LC 01srj 12 I COUNTY I ORA I ROUTE j 73 I ~ POST MILES TOTAL PROJECT 15.0/17 .4 19.7/23.0 09-02-08 201 I 288 REGISTERED CIVIL ENGINEER ~\\0F~_s10,.,4 ,.,~ "( ::,"" nv~v{'t !:! AMAClETO OUINOVEV 'i ~-~~==~~~=------Ii~~-C 46121 IE PLANS APPROVAL DATE ~ ~ The State of D:ilifom~o or its officers or agents <t< * '-- shelf/ not~ respons,ble for the accuracy or s 4,-.. -"" COffC/eteness of electronic CQf)ies of this pion sheet, ·~ Of." CAL\f'J'·~ DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 End barrier removal and 8.20'+ Lt Sta 791+83.10+ 792?"00 deck refinish i CD ET-LC EC Sta 792+80.051 - 0 00 0 0 ~ N ' 00 " ie ~ 3 ~ " • Q w • 0 Kosolrom Krishnan BRIDGE NO. 55-745R LAGUNA CANYON ROAD UC I MOD l g .'l i20VERSICH,% ~guchi "I /4 08 BY C.HE(;-.;£D ~ L. Reyes F. Kang 1-----f-,-,-"'---'--=='------l--,,.c,c,.c,",ccc.s. ______ ... _., ouANTITIEs J. Leimberger J. Ouinoveva TRANSPORTATION CORRIDOR AGENCIES PROJE:CT ENGINEER POST MILE BARRIER LAYOUT 16.80 NO 2 " w SIGN OFF DATE STRVCTURES IIES!GN DETAIL SNEET (ENGLISH) (REV. 9/2/98) I OR!GINAL SCALE !N INCHES FOil 11£DUCEO PlANS I 1 1 cu EA 12332 OG0130 D!SfltGAIID PRINTS BEARING RE~IS!OII OUES !PRELIM!twl• SUGE G<LYI EARLIER REvls!ON OATES ---J11_Arl~i/410._;.!tfsjo1•1Hl!j I I LE ") P: \000191 52\Codd\S truct \Shee+\Loguno Canyon fiocd\55-74 Sfi-o-gp02. dgn , • I Sfl'.:fl ~ z ~ I I I 2 I 6 :;; - ji NB Ri"e 73 10'-0" Shtd (Exist) Ii NB Rte 73 10'-0" I j Shld (Exist) I I I Varies 3 Lanes ©. 12'-0" -36'-0" 12'-0" (Exisi") 10'-0" I Ii CD I Varies 10'-0" Min Shld 2'-0" I ET-LC 2'-o" Min & Varies TYPICAL SECTION (FROM NOSE AT NB RTE 73 STA 784+21 TO HINGE) 100'-6" & Vories 3 Lones ©-12'-0" -36'-0" 12'-0" {Exist) 10'-0" Ii CD I Varies 10'-0" Min Shld ET-LC 5'-0" & Vories Ii LC-8 Var-ies 12'-0" Min 12'-0" Min & varies 8'-0" Shld Notes: 01srj COUNTY 1 121 ORA I ROUTE 73 I '5-0117•4 I 208I 288 19. 7123.0 ~ ~ ofEss, REGISTERED CIVll ENGINEER L=3:q~ 0,1,4( •' , ::, t ;; WACLETO OOll«JVEV j -------------!,'"' t«o. C 46121 \,.., PLANS APPROVAL DATE \«-~-• ~ xp. 12-31-08 The Stute-of Col ifornio or ifs officers or agents {I C I v IL * s/'¥JI I not be re$f100Sible for the accuracy or "'l'4't ~,.,. COl!f)leteness of electronic copies of this plw sheet. OF CAL 1 DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 G) Remove existing concrete barrier and refinish deck @ Instal I Concrete Barrier Type GOA (Mod) Legend: Existing structure ~ Concrete Barrier removal 10'-0" Shld .,;--Exist Cone Barrier I Sh!d I j 2'-0" S\I +?ge 25 (Mod) 1 -··-·-::::::-=-=-=---:_-_-_-__ :_•_!_e_~_c--:._7-•.:_o-J;-}_l_._~~-t"-1~-• _g_~_t_o_i_,sJ••:_'~l-i ____ -------,,,, h~' c:::_~ __ ---------------=~--::=======:::----::::-_=-=-=-=-=-=-=-=-=----_-:_ --4%• :_JI -LL_ ·-·--·---..\.\\ •••• , ,,_. .,...... !,,_.. ..,! ! '' --~~ I 1 ~----✓ -f , : r· ----~------...!... _______ {__,,/? \ \ I i ', ~ l j l ·--..._ l ,,_.. -------_.,7 \,::_\_'_·::·::· =====--':========:::'.~=========~~! ========dJ:_:_ ======='=,::--:::-~!,,li':-l-:::_=_=_=_=.•='=,==Jl~ijl=======li!: ll, ll ====== ··-_·1. _~. /~/! ---• •• L -1 !ii -,.-i ··--• L.. ! • • • 11.' ' ' . .. .. .-i --.J ! L. I / ; • .J l .. / / i ===-=-::'..l...:======::::'.··' ./ i I ' .. ··-··- ! I I I q;_ Girder 6 "-Girder 7 it Girder 8 it Girder 9 TYPICAL SECTION (FROM HINGE TO ABUT 7) 1/4''=1 '-o" Note: 0 0 0 0 ~ ;;; Contractor shol I verify al I control I ing field dimensions before ordering or fabricating any materials. w 1--------------,------------------------..-----,--,,---------.... ,,,,,""'"'",--------,,--------------,,-------------.... -,-,-,,-,-,,-~---,------------------------------~~ ~-~-...Jc.. F. Kaoo ~ TRANSPORTATION Kasalram Krishnan 55-745R LAGUNA CANYON ROAD UC (MOD} § ., DGiir,rovrnSlGtll'Jcm ~uch i "K:><EKono CORRIDOR PROJECT ENG I NEER 1--',o-',~, -.~.c~,--ll------------------------------1,. 'f I 4 /os 1-----1-,-=.,-=<""----1--,,,.,""'~0=-----l AGENc1Es 16 . 80 TYPICAL SECTION w ~";~~0;,";;''~";-;;;-:;;:;;--;;;;;-:;;;:;;;;;-;;;;::7;;;;:;;----------------------...Jl...---.l..""'..s!;.!:!~~:....--~;:;;J~-=O~u:;:;"~0~";v~o=;;---!--,-1--r-T-r-r-rcu-;-;;,;;;---------1-;.-~;;,;;;;;;-;;;;;;;---i=:;::J~~~]!l!j!l§11:j1]!~\IT:=;::::::;=::;:=:::i:~'Cp;::j,~ I STRUCTURES oe:s1GN DETA!L Sl!EET !ENGLISH) tREv. 912.19&> 00101NA1. scALE 1t1 INCHES I I I I CU 1 2332 DISREGARD PRINTS SEARING ftE~lsiO!I ouEs {P~HIMl~J.Rr sJIIGE !JjLYI I SHEET or ::::; L-----------------------~--------------------------,---'-~-~_=__::'::.'_"~'"-' _____ •!!.._ __ --''---_;'1... __ _2.,_..i!E~A~O~G,coc,1!,3~0~=======,.,i,,,'=",,'.,.",,'=~=",.'.,,"'="',,"c:-'-a'==="~1,,,:""'·;.:'~''12,ro--"";·,:·•~1•~-""'·::·.::•1:l•::'"'::'·•:,•I __ .LI_Ll_l1..._.L I_.L_Ll..:3:__11....:'.6...J~ I I ! FI LE =) P. \600191 52\CmJc!\.Struci"\.Sheet\Loguno Canyon Rood'\55-7~5R-k-:so •• dgn DESIGN J. Ouinovevo OETAILS "' l, Reyes OLIANTJTIES "' Lei mberner J. 787+00 Existing Type Deck Drain -to copped Existin9 8"¢ Drain pipe to be abandoned D-1 be Construct New Type D-1 _ Deck Drain ------------------------------------------------------------ !i_ CD ET-LC Girder PLAN DECK DRAIN 3 I; l ii ·•--.. J i ;_ __________________ _ ! I (t Girder 6 Y,"-1, o" !i_ CD ET-LC 4 tt_ Girder 7 SECTION A-A Note: t h 11 ver-ify al I control I ing fi~ld dimensions Controc or-s.o r-fabr-icating any motenols. before or-der1ng SlRUCTI.IRES DESIGN OEU!L S>lEE7 ([N{;L[Sll) {Rev. 9,'2/981 Girder 1 0 of soffit CHEC~(:D 1.1v F Kang ~ DESIGN J, Ouinovevo • i.'.'.:,'.:,:~_:-t;,fac.!'=~~s;__ _____ tc;;sF~'.~'ajcKto~n'.::::::::----7 DETAIL L, "°"ye ~ CH>'.C>IEO auANT1T1Es J. Leimber er J. Quinoveva ORIGINAL St:AL£ IN INDtES FOR REDUCED Pl.ANS TRANSPORTATION CORRIDOR AGENCIES Koso Ir-om Kr i shnon PROJECT ENGINEER DIST COUNTY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT 15.0/17 .4 19. 7 /23.0 REG!STEREO CIVIL ENGINEER PLANS APPROVAL DATE 71le State of COlifornia or its officer5 or agent .s/'l<Jl 1 not be respcnsible for the accur~y or GUlf)leteooss of electt'Ollic copies of t111s ploo s OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 2'-0" cut existing dowel reinf 1" below 7 Refinish deck concrete deck----.,_,-...._ DETAIL 1 ½"=1 '-0" Notes: (D Remove existing concr-ete barrier and refinish deck @ Instal I Concrete Borr-ier Type 60A (Mod) Q) @ Cap existing drainage inlet Construct new drainage inlet and drain pipe (18"¢ x 8'-0"±) Legend: Existing structure ~ Concrete Barr-ier-removal ~ Drain pipe to be modified (Portion) BR!OGE NO. 55-745R LAGUNA CANYON ROAD UC CMOD> POS7 U1LE 16.80 SECTIONS AND DETAILS NO. 1 Slim 4 288 . 0 0 N ;:; ' • ,, ~ 3 • ~ < 0 ~ 0 ~ ~ " w • • z " 6 " ~ I n1'-6"! ~ Remove %" deep (4 sides) / Type D-1 deck drain assembly ~ ! ! ; ; ; ! ! ; ' i j reinf i ®- Edge of hinge diaphragm _:_ __ _ EXISTING DECK DRAIN {CLOSE) CP (typ)"---- Note 4 ~ I Edge of hinge / diaprogm ---~ 4'-6" Deck removal {Note 1} 1'-6" 1'-6" 1'-6" . ' ' ' ' ' ' ' ; i i ' ,_ ' ' ,'-,>k ! ",,,,_ "k. ',) ; ' NEW DECK DRAIN (CONSTRUCT) %"=1'-0" Top of ' ! DIST COUNTY I ROUTE I 12 ORA I 13 l 15.0/17.4 i 210 288 19. 7 /23.0 ~ 09-02-08 ,~cH.SS lo,,_. REGISTERED CIVIL ENGINEER () "( •' C ~ 1-,,. ;; AIII..Cl.ETO OO!NOVEV ~ ==-==~~=-----11• \uo C 46121 \,.., PLANS APPROVAL DATE \"' • ::n xp. 12-31-08 '--- The State uf())lifurn~o or its ufficers or ogenfs ~ CIVIL ~ shall not /Je responsible for the occuroi;;y or ,,;,,,4~ _d>.,.,. Wf!()leteness of electronic copies of this pion sheet. OF CAl \f'F~ OMJM HARRIS 999 TOWN & COUNTRY ROAO ORANGE, CA 92868 Concrete Barrier Type 60A (Mod) #6 (exist) transverse re inf typ Steel Pipe Notes: 1. The center of deck slab removal shol l be coincide with the center of deck drain frame. 2. The cut transverse deck re inf sha! I be welded to the sides of deck drain frame. 3. Place ½ of total number of longitudinal reinf interrupted at each side of deck drain frame. 4. Al I welds at ends of re-bars to deck drain fr-ame sho! I be fu! I penetration welds. 5. Transverse deck reinf to remain. Torch cut and splicing are not al !owed. Legend: Existing structure ---cc=---Transverse \ (( deck r7-~~;e 5 bridge deck \ Note: Provide end seal at drain pipe for concrete placement. SECTION A-A 1½"=1'-0" No-te: Con+roctor shall verify all con+rolting field dimensions before ordering or fabricating any materials. sici;f~74[o8J\HF guchi SICN OFF OATE STRUCTURES OESIGI< OEh!L SHEET /E:t!GLISli) {REV. 9/2/98! " OESIGN J. Ouinovevo " OETAILS L. Reyes OUANTll"lES " Leimberaer J. SECTION B-B 1½"=1 '-0" C,.ECKED F. Kono TRANSPORTATION CMEC«EO ~ F. Kono CORRIDOR C><EC~£0 AGENCIES J. Quinovevo (l!l!C,U,,o.L SOllE !N INCl!ES I ' l -, I FOR REOUCED PLAMS ' ' , ' BRIDGE HO, LAGUNA CANYON ROAD UC CMODl Koso I ram Kr i shnon 55~745R PROJECT ENGINEER POST Ul~E 16.80 SECTIONS AND DETAILS NO. 2 cu 12332 EA OGOl 30 O!SREG•RD PRJNTS BEARING r REV:SI~ oms (PllE~!~INART SlACl ONH) EARUER REVISION DATES -112;X(i1!03#6sl~.Jol'~IIGr-11-06I I I I I SHffl I I I 5 " 6 j F I LE "') P. ,600, 91 52,cadd\Struct ,sheet \Logunc Canyon Rocd\:'15 7 ~ 5R-k-t s03. dgn - C 0 0 N ~ ;;; " ~ 3 ~ w ~ ~ 0 w . 0 u C 3 " w ~ z ~ ~ - Note: I r----!l Barrier 2' -o" 5"" 1 • -011 "5V" 17'! 12_7'1 I i i I I ~---'--I• ! • 1 #5 cont / Jr1 tot 8 ; 0 ' I/ l"-. ,,,.-Drill and Bond , / #6 dowels @ 24 ;,, " staggered thus: • • ;.,, ' i l • /. • iEJ j iiN : : :: • "'zo 1 1 1 1 ~'"')¼. ~--U') I ll • I i I i ;--------s,--+1 ---:,-~,-----;; ; I 1'-0" I "--• center Existing Deck CONCRETE BARRIER TYPE 6OA (MOD) NOTES: • 1. Transverse expansion joints in concrete barrier shal ! match al! deck joints. 2. Depth of dri I led hole shall be 6" deep into deck. 3. Minor adjustments may be mode in dowel spacing to clear main reinforcement. ll. Barrier to be doweled on either side of deck joints. On Abutment and Hinge, place sheet metal detrnl across joint and adjust dowels. Concrete Barrier Type 60A Concrete Sorrier Type 60 {See "Road Plans''} 2 #5 ~.. #4 nl /4,~~ enxp. :o~ystyrene tot 8 t t 4 I O tot 2 min I Structure or ~ Approach St ab 0.05" galvanized sheet _/ metal over 0.25" neoprene strip. Coat top of strip with grease. Provide smooth concrete surface. I 9" Min ELEVATION ' ' ' 5'-0" 2 #5 ,- tot 12 CONNECTION TO STRUCTURE AT END OF APPROACH SLAB 12" + / • ' #6 • Concrete Barrier Type 60A 12" 12" 24" I I ' • • \\ • Dowels)/ i • Concrete Barrier Type 60A or Type 60 (See "Rood Plans") 6" I or Hinge ( BB or EB I \ or End of approach slob ' ' k. Min l \,..'._ See Note 4 sheet metal PLAN CONNECTION TO STRUCTURE AT END OF APPROACH SLAB, AT EXPANSION JOINTS ON ABUTMENT AND HINGE 5'-0" 2 #5 ----i tot 8 Concrete Barrier Type 60A l I j I o 1 s 1·1 COUNTY I ROUTE 15.0/17.4 I 2111 288 19.1/23.0 ~ ~ o~SS1 REGJSTEREO CIVIL ENGINEER ~~\>. o"'"< •' C ~ t ~ AIIAtlETO OOINJYE\'. "i ------------11,::( .. _ (46121 1::: PLANS APPROVAl. DATE \\"' /"'~··' xp. 12-31-08 - The State or COi ifom~a or its ofNr;ers er agents ,ii .r c Iv 1 L ,:. shall not 00 respons,t:ile for ~ /JCC!YOCY ar ~ _,,,;.\'> I rotrplefeness of electronic CO{)iCS of this pl/'J/'J shel:f. ~ or OL \f\J''.., DMJM HARRIS 999 TOWN & COUNTRY ROAO ORANGE, CA 92868 Concrete Barrier Type 60A 5'-0" #4 n 1 2#5 ,- tot 4 / 1 tot 8 \ j \ ELEVATION 0.05" galvanized sheet metal over 0.25" neoprene strip. Coat top of strip with grease. Provide smooth concrete surface. 2'-6" -3" at moximum tempecatuce ~~End of concrete barrier Concrete barrier~ 1½"----Jr-Ir ~ 1/,t St~el plate barrier ), .- Limits of ½" recess--+-----< I I L I 1.- 11 11 11 11 11 11 11 J Limits of ½" recess Direction of traffic -, I i '. 1/2" x 3" flathead co I I screws with insert J I assemblies -tot 4 [.._ 0 = 3" ~ ! j Top of Exist T I Note: Detail is typical to both sides of barrier. ELEVATION CONNECTION TO STRUCTURE AT EXPANSION JOINTS ON ABUTMENT AND HINGE Deck f- rn . Contractor shal I verify al! control I ing field dimensions before ordering or fabricating any materials. w 1-------------...----------------------...-----,-,,.---------,-,:,""'"""""'-------r-----------..... ------------,--,,,,.,,,,,::,e-,-:,~:-.-r----------------------------l~ ;X,o-...\..a, r~ F. Kang ~ TRANSPORTATION Kosalrnm Krlshnao S5-745R LAGUNA CANYON ROAD UC (MOD) § " OESION J, Ouinovevo ~ ~E7 4 '~/T ~o ~Quchi cHF:~EKong CORRfOOR PROJECl ENGINEER t~.:,•"oifs.c•'".::""•cs'c''"''""-'-~f----------------------------1., , _~o l----+-="--"""ee.._-----l-,,,"=.".,,""""'-----1,., AGENCIES l6.80 CONCRETE BARRIER TYPE 60A (MOD) w 1-;;";~;;;;"";'f•;;"~';-:;;;;:;;:-:;:;;;;--;;;;;;-:;;;;-;;;;;-'.~;;;---------------------'----.._""".aa::a.s""----":;:;J;:. ;0 :" ';:":; 0v~•;v';;;:;;--7r--r-T-r-7--,--r7~ui7is:,-------t;:;;;;;;:;;;!;-;;;;;;:;:----i:::::;;::Ji;lJJ;;:i;;jij~fi!!!!1q;;:~=:;::::;=::;:=pm:::i::E::::1" I STRUCTUm:S DESIGN OETAIL Sl!E:ET (ENCLJSII] {REV. 9/2/96) ORIGINAt SCALE IN INCHES I I \ I cu 1 2 3 32 DJSRECARO PRINTS BEARING REVISICtl DA!(S !f':lELWl~Y sm:.i: ()Iii.Tl I SIUT Of ii? FOR !lEOUCED PLANS O I i , EA OGOl 30 EARLIER REVISION oArEs -n-:i.,<olloJ-:i¥04 o.-4101_;1-r'Dal~-01-oal I ] j I 6 I 6 ~ OETAILS .. l. Reyes QUANTITIES .. J. Leimberoer I : ) FI LE = > P: \6001 91 52\Cadd\St-ruct \Sheet \Logvnc Canyon Rooct\55-7 4 SR-t-brdtO: • dgn ,---------;... _________________ .., __________________________ ... _____________________________ ._ __________________________ ~0=1~s=T:rC:-----:T:-,---:.=o~u=T=E-,,,,,,.osT MILES OUN Y TOTAL PROJECT 36"¢ 24"¢ typ CIDH Piles CIDH Piles Dot-um Elev 620.00 994+00 To Son Diego 88'-0" 88 Measured along~ NB Rte 73 EB 0 C ' ·-;... E ----~ ' / ,-_l __ .,,,,-- i,-r--r,' ~ ~1 Abut 1 OG FG Abut 2 995+00 ! 72"¢ RCP cu I vert ~ ·t· ELEVATION (MIRROR) Edge of existing SB strucTure 1 "=20' N 20 51'15" W tt_ Wildlife Crossing 996+00 $. SB Rte 73 995+00 964--00 988+05.83 EC 987+57.68 EC Top of fill 0 ' 0 0 _, co Top of s1ope ~ ; * 2:1 ' --' iN 21°36'07" 995+00\ ¥ BB 994+68.61 ± Elev 668.43± _, Edge of deck (exist) 997+00 ··---~ f 20'-0" Wildlife crossing Top of slope Toe of slope It Rte 73 ! 2:1 x 996+00 Rte 73 Sta 995+55.00 Wildlife Crossing Sta CD----.f 4 POT = 1 0+00.00 POT Top of fill EB 995+56.61 ± Elev 663.15± Sta 991 +00.00 Elev 690.55 997+74,11 BC 997+94, 1 2 BC $. NB Rte 73 0 ' 00 " 994+00 EC --------- Sta 986+95.90 ,=--::>- Jp-·:;:~-~r~~j\ (rTop ~f s1opl 0 ' -$. NB Rte 73 Sta 995+17.65 W1ldl1fe Crossing Sta 10,+66.85 r Exist chain 1 ink fence----1 Note: Contractor shal I verify a! I control I ing field dimensions before ordering or fabricating any materials. " 995+00 N 22°16'49" W z '" "' 0 -N -'" ,!;o oq PLAN 1"=20' 996+00 BC Sta 998+18. 72 To Newport Beach Existing MSGR f~ofslope ; ,i . t,.---Cho1n link fence (exist) ' 12 -6.00¼ 15.0/17 .4 19. 7123.0 $. NB Rte 73 (exist) Sta 1 004+00.00 !Elev 612.56 PLANS APPROVAL DATE PROFILE GRADE The State of Col ifomio or its officers or agent Sholl not />e respctJsible for the GCC!TOCY or COllf)Jetroess of electronic ccpies of this ploo s 1 '-5" 3 No Scale 27'-8" {Widening} 16'-0" 10'-0" * $hid 3" 11 '-9"! 87'-2" OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 59'-6"± (Existing} 48'-0" (4 Lanes) $. NB Rte 73 36'-o" 10'-0"± Shld ® 4'-9" ~::::-r=~~~~;:T~;~r~in;g~="',1 ~~""'~ c D D '<: -------1 ,.-------). ,.-----••1 ,.---··-·1 r·-··---, r·--------i r··-----, ;=!.~ 6 z( • •=~'.:'::: :,: l,~:, :;,:::", ; ; A.-; L o/1 TYPICAL SECTION 1/a"=l '-0" Notes: ® ® Metal Beam Guard Roi! ing, see "Road Plans" Structure Approach Type N(30S) Concrete Barrier Type 732 Remove existing barrier and portion of overhang Remove existing MSGR ¾" x 10" beveled recess Reconstruct portion of existing chain link fence, see "Road Plans" Temporary railing Type K, see "Rood Plans" Closure pour 3'-0" For Genera! Notes and Index to Plans, see "Genera! Notes and Index to Plans" sheet For pile data, see "Foundation Plan" sheet Legend: S Minimum vertical clearance (Widening) ~ Minimum ver-tical clearance (Existing) Existing structure ~ Bridge remova I ( port ion) SRJOCE NO. SHEET TOTAL No SHEETS 212 288 1 '-9" • a a N ' N ;; A " a ~ 3 ~ ~ • a " • 0 a DE:SIGN L. He TRANSPORTATION CORRIDOR AGENC1ES Koso I ram Kr i shnon 55-862R WILDLIFE UC NO. 2 (WIDEN> C ~ RSlCHT Jon chi 9 /4 /08 SIGN oFF olTE ,_ OE:TAlt..S " OUANTITJE'.S " IJESICN GENERAL PLAN SHEET {(NC~IS~) !R£V.5r.J/00) L. Re es/£. H. Coman londos ORIGINAL SC<ILE !H INCl!ES FOR REDUCED PLANS PROJECT ENGINEER cu 12332 EA 0G0130 !'OST 1,1JLES 20.86 O!SREG.O.RO P!IJNTS SEARING EARLIER REVISION DATES - i F ! LE =} P: '\6001 9152'\Codd'-S~ruct\Sheet \W i id i I fe\55-862R-a-gp01 .dgn A " GENERAL PLAN " ~ 2 14 5 C 0 Note: GENERAL NOTES LOAD AND RESISTANCE FACTOR DESIGN Design: AASHTO LRFD Br-idQ_e Design Specifications, 3rd edition with interims through 2007 end the Col trans AmendmenTs v3.06.01, except that abutments are designed using Br-i d~e Design Specifications {'96 AASHTO w/Revisions by Col trans). Dead Load: Includes 35 psf for future wearing surface Live Load: HL93 and permit design load Seismic Design: TCA Seismic Design Criteria (Memorandum No.6) Caltrons Seismic Design Criteria (SOC}, Version 1.4 June 2006 with modification Seismic Loading: 2s?+ Specific ARS Curves 1.8 Ol 1.6 § 1.4 b 1.2 L © 1.0 © 8 0.8 .. 0.6 0 .; 0.4 u © 0. u, 0.2 ULE o.o+-----~---~----~----~ 0 2 3 4 Period (Seconds) ULE (Upper-Level Earthquake) -Envelop of Probabilistic 975-Yr ARP and Caltrans MCE (Peak rock acceleration = 0.70 g) LLE (Lower Level Earthquake) -Probabilistic 72-Yr ARP Reinforced Concrete: fy = 60.0 ks; f c = 3.6 ksi, unless noted otherwise Transverse Deck Slabs (LRFD-BDS) fy = 60.0 ks;. f C = 3.6 ks I Prestressed Concrete: See "Prestressed Notes" on "Girder Layout" sheet STANDARD PLANS Dated May 2006 A10A A10B A10C A10D A62B A62C A77F1 B0-1 B0-5 B0-1 3 ACRONYMS AND ABBREVIATIONS (SHEET 1 of 2) ACRONYMS AND ABBREVIATIONS (SHEET 2 of 2) SYMBOLS (SHEET 1 OF 21 SYMBOLS (SHEET 2 OF 2) LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL -BRIDGE SURCHARGE AND WALL LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL -BRIDGE METAL BEAM GUARD RAILING -TYPICAL LAYOUTS FOR STRUCTURE APPROACH BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS RSP B6-21 B7-1 B8-5 B11-55 D99B JOINT SEALS (MAX MOVEMENT RATING= 2") BOX GIRDER DETAILS CAST-IN-PLACE PRESTRESSED GIRDER DETAILS CONCRETE BARRIER TYPE 732 EDGE DRAIN OUTLET AND VENT DETAILS TEMPORARY RAILING (TYPE K) T3 Abut 1 Standard Pion Sheet Number Deta i I Number Abut 2 CONCRETE STRENGTH AND TYPE LIMITS I I ~ I™ 111111111111 No scale Structural Concrete, B1idge (f'c per prestressing notes on "Girder Layout" sheet) Structure! Concrete, Bridge (f'c = 4.0 ksi @ 28 days) Structural Concrete, Bridge Footing Structural Concrete, Approach Slob Cast-In-Ori I led-Hole concrete Pi I ing 01ST 12 POST MlLES TOTAL PROJECT 15.0/17 .4 19. 7 /23.0 SHEET TOTAL No SHEETS 213 288 INDEX TO PLANS Sheet No. 1 2 3 4 5 6 7 8 9 10 11 12 1 3 14 Title Genera! Plan General Notes & Index to Plans Foundation Plan Abutment 1 Layout Abutment 2 Layout Abutment Oetai Is No. Abutment DeTai Is No. Abutment Details No. Typical Section Gir-der Layout Girder Reinforcement 1 2 3 Structure Approach Type N(30S) Structure Approach Drainage Details As-Built Log of Test Borings PLANS APPROVAL DATE lhe State of Col ifomio or its off leers or agent shtll I not be responsible for t/le occurocy or C011pleteness or electronic C(f)i'es of fflis plan OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 oc FG ' ·-:,. E Structure approach Abutment Pavement " D 0 H d Low expansion moter-iat +-<16"-0" 4'-o" EI<SO and SE>20----'.--..J © )16'-0" © !!. ;x: r -r 1· ·, • • • • • t ·1· • ·I' ·•I •I ·•I•-!• l .l. -< .. I. No-te: Expansion index to be de-termined by ASTM D4829 Sand eguivolent to be dete1m1ned by Col ifornia Test Method 217 ' ' ' ' ' C.d '------~ /F G 1-----8"-0" min LOW EXPANSION MATERIAL IN BRIDGE EMBANKMENT No Scale QUANTITIES BRIDGE REMOVAL (PORTION), LOCATION A LUMP SUM STRUCTURE EXCAVATION (BRIDGE) 424 CY STRUCTURE BACKFILL (BRIDGE) 267 CY 36" CAST-IN-DRILLED-HOLE CONCRETE PILING 807 FT PRESTRESSING CAST-IN-PLACE CONCRETE LUMP SUM STRUCTURAL CONCRETE, BRIDGE FOOTING 11 T CY STRUCTURAL CONCRETE, BRIDGE 249 CY STRUCTURAL CONCRETE, APPROACH SLAB TYPE N(30S) 70 CY DRILL AND BOND DOWEL 17 FT JOINT SEAL (TYPE 8 -MR 1 ") 59 FT BAR REINFORCING STEEL (BRIDGE) 121116 LB CONCRETE BARRIER TYPE 732 148 FT 0 Contractor shall verify all control ting field dimensions before ordering or fabricating any materials. ~ 1-------------..----------------------..... ----,.,,-.,,---------,..,,,.,,,,,,,.,,,,,....------.-------------,.------------"T"-c,::::,-,,-,"-.,.,..._ ..... ---------------------------Ii ~ ,ia ~ ocm• L, He H. Comoo/f, Koo ~ TRANSPORTATION KosolromKdsMoo 55-862R WILDLIFE UC NO, 2 (WIDEN) 3 oE@i,tvERSIGHT ~guchi oETAlLS ""c londos "f:~"Kang ~~ CORRIDOR PROJECT ENGINEER f-,cCo,-,-'.-".:,'--lf----------------------------1:,, ~":'":;;";;i~,(~,.:f./;--;;;/:::;e~s;;:;-;;;;;:;;;-;-;;;--;~;-----------------_;-L.o:u-,_.:":·-•-E-lS.J.-_"~H~. ~COOKJ~~"~:::::::;'~"•"''~:""·~;"";;::,""·;-~-~-:-:_-;-__ -_-_~t-.--r7--i--A1GE_N_c"T"1E_s"T_R'ui0sf:--------1~2~0.~Bt6~;-;G;;;E:N_E--.R::-Ai:=;L;;:;N~OillT~E1:iS~;;;&~li[N2iD;IT=E:;X=::;T=O::;:::P::,L::i;A~NpSq~ I S.lROCTU!!ES DESIGN DETAIL SHEET (El/GLISH) (REV. 9/2/98) OIIIGIKO.L SCALE 11< INCHES CLJ 12332 O!SREGARO PRINTS BEAFHNG SH[tl OF ~ L---------------------~--------------------------,--'00 _"""'~'::."_"_~_, ____ !.,.. __ _'. ___ !,_ __ ...;.._.J..!E,;A~O~G:,:O:c!,1 3fO~=======k:"::::',,u,,".,,~::--",.,'7"'=""-,';;".,,,-,,..,,:::-~":::· ~2::.:.::12:::..:e:.:i::..:.::.L_,L_..J_..J.._..L_L=.2_JL.:.1::4_J0 , F li..E ce) P: \600"19152\Cadd\St,-uct'\Sheet"\I'/ i l d, ife\55-862R-a-i tp.dgn 0 Sta 995+17.65 "$. NB Rte 73"" N 2171706 .06 Sta 10+66.85 "({ Wildlife UC" E 6083932.92 ® Sta 986+95. 90 "$. NB Rte 73" N 2170945.66 EC E 6084244 .48 @ Sta 998+18. 72 "$. NB Rte 73•• N 2171984.65 BC E 6083818. 77 ® Sta 995+55.00 "I[_ Rte 73" N 2171984.85 Sta 10+00.00 "({Wild! ife UC" E 6083871 .01 PILE DATA TABLE -CIDH Concrete Pi !es Desi9n Norn i no I Res i s-tance Location Diameter Loading Compr-ess ion Tension Abutment 1 36'" 200 Tons 800 Kips 375 Kips Abutment 2 36" 200 Tons 800 Kips 375 Kips Design tip elevation is controlled by the following demands: {1) Compression; (2) Tension; (3) Later-al loads. it Existing Wildlife UC Design Tip Elevation 564.25 (1 ), 562.25 121 592.25 (3) 578.25 (1), 576.25 (2) 587.25 (3) 988+05.83 EC j i, ' I ' '' ~~------1N~2~0~ 0 ~5~1~·1~5~"~w'---l\-"f:9+:5--1------!:1tl,iffhl-ffhh+---i1~+;+tH-l-f'~'}·,~)r~_A_c _ _.L.;... __ R_t_e_7_3_~9+9~7~--~~!l!_~_I~ 997+74.11 BC 987+57.68 EC B -· .~!VLOL .:::-U.:=-="""=rnrfT'mEf1':-c1'1'tt'F!4-!'F=4~1"-1=\'=l"wA='f'~""l!ll!:,,eF~· .. ~-,·=o.;·;c~c,w~w~Lc:o~L~,;==.a.,c::• : : / N20('i51 11 S"W , , -·---____ ;_ --· : : 'i C RIM 675. 76 FL 675.80 -----__ .,.. I N21 °36'7"W : I SB Wild : : 2 : ' '. 5 PLAN 1"=20' ([_Rte 73 WLOL 22°16'49"W \ Sta 11+66.85 POE "' "' :: ' ' ' " ' " " " -' ' : _a-, '\ !v "-I " " I " i! " WWLOL '' -·N22°16'49"w rr--· " 997+9<'1. 1 2 BC C Note: Contractor shal I verify al I control! ing field dimensions before ordering or fabricating any materials. DESIGN " CHEC-l<EII L. He H. Comon/F. Kon ~ TRANSPORTATION Kosalrom Krishnon " CHECKtD DETAILS l. Reyes/E. Londos F. Kon PROJECT ENG I NEER CORRIDOR QUANTITIES " CHECKEO AGENCIES H. Coman M. wise ORIGINAL SCAL..£ IN IN!;!-lES cu 12332 fOFI REDUCED PLANS EA 0G0130 Specified Tip Elevation 562.25 576.25 DATUM DIST COUNTY ROUTE 12 ORA 73 PLANS APPROVAL OA TE POST MILES TOTAL PROJECT 15.0/17 .4 19. 7/23.0 The State of California or its officers or agent smll not be responsible for the accuracy or c~teteness of electronic copies of this pion DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 SHEET TOTAL No 214 288 Horizontal Control Datum is based on the California State Plane Coor-dinate System Zone 6, 1983 Nor+h American Datum. 1 988 Orange County Corrections. Vertical Control is based on the USGS Sea Levet Datum 1929. 1976 Orange County Adjustments. BENCH MARK 5-3-128 2" IP w/3.5" OCS Alum. Oise. Stamped "5-3-1 28 IRV June 17, 1 969" N 2172298.943 E 6084433.846 Elev 715.03 Main I ine Station 998+96.25 Offset 753.04 Rt EXISTING UTILITIES (D 72" RCP @ 36" RCP @ 24" AP 0 24" AP @ Cable Line Legend: Existing structure Indicates bottom of footing elevation Ind i cotes Cast-in-Dr i I ! ed Ho I e concrete pi I es (not al I piles shown for clarity) i F ! LS =) P: \600191 52\Codd\Struct \Sheet \Wi Id I i fe\55-662R-e-fp I 01 g N n 0 Remove existing wingwal I to 3'-0" below finish g1ade i I tNB Rte 73~ ~-----------------------+-- I -· Bearing 4'-1 o" I 6'-11" I 7'-3" I 5'-4" I pad PLAN See "Interior Shear Key" detai~ ~ Note 2 S\B (Deck closure pour ",' 2" expanded Structure approach~ --, 73,~po!ystyr-ene : ; Top of backwal I~ ,' [ -------\ , ' t---------+--------1(1-,:i""':r--:::-~::-~t~~~~-----------------------------------------fa-':.'::-.)-:.-:.: t N8 Rte 0 _, 0 N of deck See "Exterior Shear Key" deto it Note 2 : -::::i:b::c:·===c.=.cf. ~ ',.., __ J -H l ____ ---------------------------'', ...... _. ,...',' ==== ,, _______ / ✓ FG dH--dri 11 and bond 1/#6 Dowels ,,__ tot 4 (0- ELEVATION '/,"=1 '-0" r-~J __ _ ! I i ci-.-, Note: Not al I pi Jes shown for clarity Note: Con-tractor shall verify al! controlling field dimensions i._ Abut brg 9'-9"+ 8'-6" 11 '-o" DISTI COUNTY I ROUTE ORA I 73 I ,s.0111.• 12, s 1 288 19. 7123.0 09-02·0& ,,;,.of t.SS IO,, REG!STERtD CIVIL ENGINEER -''4 ,;<,,/ "1. ::,/'/ LIMINHE \"i PLANS APPROVAL DATE "' • 12_31 _08 ""I--'\~~II The State of Cotifornio or ifs offiC6f"S or agents .Q" xp.~ * shall not be responsible for the occurocy or "''41' ..<N-'"" ~leteness of electronic ~ies af this plan sheet. 0 OF CAL t~-- OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 8'-6" t NB Rte 73~ 1 36"¢ CIDH \ typ pile r I 0 ' ;,., I 0 1"\ ___ '-------~~~~---· ' "' /, .1_ -~-0.. _I ---=--11·----=----=----o.. _! _11·-o_.. _I 13·-o" L 37'-9"+ _ FOOTING PLAN '!.''=1'-0" Notes: Note: Contractor shall submit the sequence of construction of CIDH piles for approval. 1. For Sections A-A & B-B, see "Abutment Details No. 1" sheet. 2. For "Exterior Shear Key" and "Interior Shear Key" details, see "Abutment Details No. 2" sheet. 3. For CIDH concrete pile, see "Abutment Details No. 3" sheet. Legend: Existing structure Bridge removal (portion) 0 ' ;,, ~ " C l" ~ w < C before ordering or fabricating any materials. w _1--------------...-------------------------,,----r,.ee.--------.,.., __ :,,:, __ ,,..,,-------r-------------,-------------,-,~~":,~:-::oo:-."T-------------------------------l.8 -""'-~ ..1 0 r;..:,s...;z..,__,, ocs,c" L. He H. Coo,oo/F. Kaan ~ TRANSPORTATION Kosaleom Kcishoao 55-862R WILDLIFE UC NO, 2 (WIDEN) _§ 0£$/~SIGHT Jo!1'-Hemeiiuchi 1-"-'-'-"-'--1-,,"cc,c:.·..!lccae:ode,a,:es ____ --jfcrc"•,,,'.::"'':',a"o"g-------1.~ CORRIDOR PROJECT ENGINEER tjro§,,s",j-~,c;,,,,c:.il-------------------------------l., 1;'';~~':'t'~,;~,,~/;;-4;;;;/;;:0 -;;;s~:;;;;:;;;;~;;.--!;;,:;;,---------------------'-'-"'_"_"_'_"_'L·'"·H;:.;-'"'"'oma=o-----';;-~··:'.'::'•:;s:e;-;;;-;:;:---t--,-"T-•-AlG'"'E_Nc_1T"ES_T ...... rc'.u12:m:"""------"t;;;20;;.:•;6:;~;;:;;:---7A:::::B::;;:U::1T1jJ_jlM[2!EJ!l:iN1!111T;;;;,[1~]L!\I[A:=;Y=O:::::U=T::::=ip;E11:pd'!i lls_,_""'_'_""' __ "_'_'~_"_"_'_'_~_,_"_"_"'_'_"_"'_"_"_·_•_n_"_'_' ________ -r-------------------------r--®_"_'m_,_~_._"_"_'_'oo_" __ ~---'-lc._ __ ,_;_1_· _ _;1;__J..!c=r,u'-,+:1,'2"'3'i3-;;2':',;:;;;;;-;;,""':;c::"",.:;c;c~;:;';;;''"'.'c;';-:~;c,;;'.,.",,":-(','C:',~,,";a':-;::;;;c,;-~;;;;!~·-•.J,:sJ"OO::O.::"L":.' __ '"::"L'"_:~l_".J'L"_~_"".L"_.,__.,__.,_ __ 1_"_-4':..'_,_!.·'.:...J~ >OR REDUCED PLANS O 1 2 3 EA OGOl 30 EARLIER R'ivis1w DATES -l12:11!"odo>-Ycil06:J8"oilo1-11-oo l l I / j :: I I / F ! LE -> P: \60019152'\Codd\Strl..lct '\Sheet \VI i Id: i fe\55 86.2R-f -001 _ i ol • Cg? - Note: 0 ·' 0 N I I Rte 73 Bearing pad PLAN 1/4"::::1 '-0" ~ See "Exter,ior . r See "Interior ~ Shear Key deta I I Shear Key" dealri I Deck c I osure pour Note 2 \J Note 2 ,, ,--, _C Structure approach i 2 expanded ~ 1 , pot yst-yrene•,,,,,--i NB 1 \ ~ Top of backwal ! ' ' -/-------(-:(~::~~) ------------------------------------------;:~f-~ ::r:\:·J Rte 73 \ ' , -------\ l ; ~ FG--....,_ ~ .... ___ ,,, ---------------------L___ /·"======·.-·cp·======c:c··,-: \ .......... ____ ,,.... • L,c Note: Not all piles shown for clarity <t-- =-#6 Dowels drill and bond\ _ tot 4 \.__-+1~-~ ELEVATION ¼"=1 '-0" ! ! \ ___ (:) ' DIST COUNTY ROUTE 12 ORA 73 I, If . I 15-0111-' I 216I 2ss 19. 7 /23.0 .I/ y--09-02-08 oFE.ss, REGISTERED CIVIL ENGINEER ~'?ti O,v,i1 •' ' ::_., '{-, "' UMIN: HE - ==~=~~-------!!, ~ \No C 55635 7 ~ PLANS APPROVAL DATE "' ~• • 12-31-08 - The State of California or ,'ts officers or agents .(I' xp.~ ,i, shall not ce responsible fer the accurocy or '-">.., ,.,.. COfli)lefelless of (l/ectronic copies of this p!M sheet. It-OF CAL 1~ DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 8'-6" 11 '-0" 8'-6" 9'-9"+ __ l.------'--1 _;~~-•¢ _crn_H _pi>_e /+----'-I __ __;! 0 ! ( ! y--l. NB Rte 73 0 ·' "' ,;,-1-----r·---------·---·G -------·-----------_,...,..:, 0 I i ·' "' FOOTING PLAN 1//'=1 '-o" Notes: Note: Contractor shal 1 submit the sequence of construction of CIOH piles for approval. 1, For Sections A-A & B-B, see "Abutment Oetai Is No. 1" sheet. 2. For "Exterior Shear Key" and "Jnterior Shear Key" detoi Is, see "Abutment Details No. z" sheet. 3. For CIDH concrete pile, see "Abutment Details No. 3" sheet. Legend: Existing structure Bridge removal (portion) Abut 2 brg 0 Con-tractor shol I verify al 1 control ting field dimensions before ordering or fabricating any materials. ~~-,,-,,-~~:-::!-I'!_'.'_,;_;,_;'_~;",.-e,c-,,-e:,-:=-;::-:,-a;-~-,,-~:-'.;'._:_ __ -T-----------------------,-:::::-:-=-,~---------r,,;::",;;=:;;,;;0------,------------"T-------------r-~_':'.e.~eFe't"o. "'.:?e. -~ .,_[ _____________________________ J•wooc" ~ \ fl_. BRIDGE NO. DES I GN ., L. He DETAILS ., E, londos ~, ~ H, Comm/F, Kaog ~ TRANSPORTATION WILDLIFE UC NO 2 (WIDEN) ocs,RSIGHT / Jon HeAioglJch i '-----+=""-'""'""''-----+',.,"/,,'.~"~Ka,en:,_o ____ --J CORRIDOR Koso I rom Kr i shnon l:i5~5!;:·j8~6~2:'R:t------;-~;;:;;;;:;:::;;::;---;;:-•-;-:-~:;:-;:;::;--=-----------~~ q/4_e9 • '"m,o GE PROJECTENGINEER =r•,ce ABUTMENT 2 LAYOUT " r~·~·~;;.~;;;'~';;";;';;;;;;::;;:-;;;;;:;--;;:;;;:;;;::;--;:;;~;;;;:;----------------------J.:::.._1....;:i1...!!a.~m2!:l...----~;;;,"~-i·~;,~·~?7=::---..Jr--r-i-"T"-ATN_c_i'l"E_s~r-J0-:;-~33T:--------t;;;2 ~ 0~-~·~·;;;;:-;;;;:---7::~:11~~;B~i;~ir::;:::~;~=:P!Ei'1:::j:::::;,:j~ STRUCTuRESDESIGl'IDETAILSHEET/EtlGLISH)(REV.9/2/98) ~G~~~~A~fJ;rncwt:s 1 / 1 / 1 / CU 12332 DISREGARDPRINTSBEARING m:vJSllllOHEs(PRHIMINARYSIAGEOO!_YJ / 1 SHn: 1 or ii 0 1 2 , EA 0G0l 30 EARLIER REVISION DATES -ln,mi!OJ~l~-Mloi-iHi~j I I I f 5 I 14 :71 I I I FILE -> P:"\60019152\Codd,STruct"\Stoeet"\Wi Id' ife\55-862R-f-o01 lo2.dgr. :::, OUAN,-ITtES " H. Comao ,.. ________________________ ..., ________________________ _,_ _____________ ..;.. ___________ _,_ ________________________ "T_T ___ T"_-:-C:::----,-posr MILES DJST TOTAL PROJECT SHEET TOTAL No SHEETS ;,, ·' ,,., ' C ,,., -u BB or EB Structure approach see "Structure Approach Type N( 30S}" sheet "a" I [._[' Abut brg #4n @ 12 I f-----------,,.±:-flo #5 X 2'-0"@ 12 ·' "' ' #4 @ 12 #5 D @ 1 B -¼I-._) #8 L@. 12 3" Cir Geocompos i te drain Note 1 @ 12 Expanded ~ polystyrene~ ½" Expansion joint fi J ler 1~--#9 i----tot 3 #5 ii@ 12 FG 3" Cir JJ...----#5 @ 1 2 Top of Structure {exist) LI --l,!,,......1's-_-__ ,,. __ -_--l/+~----"'----~-,.......l'==='==-'----'"-_"" __ L __ _.,,,_+!l-__ ,,. __ L_-i,,)I.-,,,I #8 @ 12 3" err typ l 3'-0" Note: 36" CIDH pi le typ 6'-0" 15'-0" 3'-0" SECTION A-A ½"=1 '-0" I 3'-0" 1. For Abutment Drainage, see "Structure Approach Drainage Details" sheet. Note: contractor" shal 1 ver-ify al I contr-ot I ing field dimensions before order"ing or fabr-icating any materials. #5 J tot 1 o @ 1 2 Hook around top and bottom mot (placed at intersection of perpendicular reinf bars) DESIClN Approach Top of deck (exist) 6" ~L,______,___1-'----'---,~-~ 2'-0" #6 dowel ---- dri 11 and bond in 5" deep hole on 1 :3 slope typ (tot 2) I " ii !-' C. 0 ' l<"'Win9woll {exist) 0 ' . N 0 1 '-0" ' "' ! 0 ! ' . ' ! N ! L" i n [! s "==d--f··- 1 '-0" 2'-0" #6 dowel--.. ddll and bond in 5" deep hole on 1 :3 slope typ (tot 14) Note: Roughen exist concrete surface to 1/4" ompl itude SECTION B-B Structure Approach Slab 3" Bondin9 on smooth finish !/,,;" X 3" ~xpansi?n 1ornt fr I lerL 1/s" X 1 '~Q" Neoprene strip. Place prior to back filling -the abutment bockwal ! and instal I ing the temporary bumper. (Fold neoprene into chamfer) Geocompos i te drain JOINT PROTECTION No Scale C:Hla:Cl<ED Alternative 1 ~+=-'--!Temporary Bumper Bonding 1" Chamfer Abutment Backwal I DETAIL with inserts ~ ·'~ ~...,__e...,,: OESIRSIClHT Jon chi q/4/08 IIV C:HEC1<£0 ~ DETAILS [ L , f K 1----+,-..:C..:.' ..:c,O:,Ou,:O:;,S _____ +,--',-'-',.,::::0::,0>-------1, ou.o.NT!TIES erH. Comon c:"M~"Wise ~--- L. He H. Comon/f. Kong TRANSPORTATION CORRIDOR AGENCIES Kosar ram Kr i shnon PROJECT ENGINEER SIGN OFF DATE STRUCTU!IES OES!GH DETAIL SHEET (ENGLISH) (REV. 91'2/98} Oll!f;IN,l,L SCALE IN llltHES FOR R£0\JCED PL~NS cu l 2332 EA OG0130 12 15.0/17 .4 19.7/23.0 217 288 Expanded Polystyrene same thickness as bearing pod Abutment backwol ! N PLANS APPROVAL DATE The State of Califorola or its officers or shat I lll)f I;(! responsible for the accura;y or cl)l{f)lereness of electronic copies of Mis plan DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 ~ Bearing Pad ! r / 14 go. {0.079"} Galvanized sheet metal over bearing pad. Coat top of pad with silicone grease. 3" Bearing pad SECTION E-E Bearing Pad is para I let to ~ of girder" web ---c;-t-Expanded polystyrene .... __ Cr.. Abut brg BR!OGE NO. 55-862R POST t.llLE 20.86 1" Edge of galvanized steel metal BEARING PAD 1" 14"x14"x2" steel reinforced elastomeric bearing pod DETAIL WILDLIFE UC NO. 2 (WIDEN) ABUTMENT DETAILS NO. 1 ""' 6 • 14 F ! LE = > P: \6001 9152\Codd\Strnct\Sheei-\W i Id I i fe\55-B62R-f -oO 1 dt01 .dgn • 0 s ' ~ A " 0 ~ ;.i ~ • 0 w • 0 u C ~ " w , • z ~ ~ 0 DIST COUNTY ROUTE 12 ORA 73 POST MILES TOT AL PROJECT 15.0/17 .4 19. 7123.0 SHEET TOTAL No SHEETS 218 288 #5 tot 3 #6_;+ot 4 #4 xpanded -D polystyrene 1 3-1 1" Expanded polystyrene Deck c I osure p ::r~ -#"6 ltot 4 ---------------,---------------------------- ' 1 j ~I ' ' ' / ! ---··-- ··-··-·· ' . . \; ' ' ~1 f ' / ' t---,.\J ' ' -~ 'I ' -' : ' -------J ' 7 I/ \_ "' _, N -1/ "'--8'-0" tot 3-" ------~ " INTERIOR SHEAR KEY ¾"=1 '-0" #5 Drill & bond dowel, see "Section B-B" on "Abutment Details No. 1 "sheet .,-/ 1---------/ ' i / ) 1" expanded polystyrene . (between key Vo1/ block and backwol I) : --·-·-------·---·-·-·-· --·---~---·---·-·-· (£) tot 4 2" expanded polystyrene #5 ~n tot 2 Backwa ! 1 re inf #~ tot 4 ·[0-·-·-·-·---·-·-· 2'-0" #40+ot 3 1" po Expanded ~ lystyrene ~ w: Expansion nt filler JOI V EX pol so i\ as ponded @ ystyrene 0-1 me th_i ckn-ess 1 3-1 bearing pad I-#6 Expanded polystyrene same thickness ~-a-'-s'-,beoring pad I tot 5 -------------------------------- #5 I I tot 2 1/2" Expansion Joint filler ---Abutment reinf Abutment ~'f---+~-reinf ,.., ___ C"-Abut brg EXTERIOR SHEAR ¾"=1 '-0" Wingwal l re inf, see "Abutment Detai Is No. 3" sheet #5 /4 9 or #5 j@ 9 Extend ~ Abut brg #5 L tot 3 Backwol ! re inf (extend 1 '-6" into footing) • #5,f~t 4 -------Y ______ OJ 4" Expanded ~ polystyrene ~ PLANS APPROVAL DATE KEY 1 '-1" LJ "Detail 11 #5 tot 12 Extend to edge of deck #6 tot 5 8'-o" #9 tot 3 , ! The Stofe of California or its afftcers or agents sh/JI I oof be responsible for t~ accurocy or Wlf)leteness of efectrontc coptes of this pion DMJM HARRIS 999 TOWN & COUNTRY ROAD Of!AliGE, CA 92868 Ii. Abut brg Limits of transverse deck rein and distribution bars or® 5-11 3" Continue deck longitudinal reinf into diaphragm typ -6'-0" #5 ::r--: : #6 0 @ 12 -+1-,:i-, --ril cir or #6 0 tot 3 6'-0" C---@6 Pres tress , 1 ea-girder anchorage recess and gdllage #6LJ@12 Wingwall LOL 1" expanded polystyrene #5 __ ___J @ 9 8'-0" #5 tot 2 (extend into footing) #5 ~n tot 2 brg #4 □ tot 3 (typ) JI 1·-0" , ' . : : j typ ------'----#7 L__..... tot 6 END DIAPHRAGM ¾"=1'-o" l ~ I Min Re inf Continue bottom slab fqngitudinal reinf into diaphragm DETAIL Match with Girder Recess ~--->------!-( DETAIL 1 "=1 '-o" Match with Girder Recess 1 Note: For dimensions, see "Beveled Recess" on "Typical Section" sheet. SECTION C-C -1 I 1'-0" SECTION D-D No+e: Contractor shall verify all controlling field dimensions before ordering or fabricating any materials. GHT J09 guch i C\ I 110'6 SIGN GF1' DATE V 1 S'tllUC:lUil£S OESlGN OET.lll SllEET (Et16LISHJ (REV, 9/2/981 ¾"=1 '-0" CH£CK(D DES!GN L. He H. Comon/F. Kang ~ TRANSPORTATION 1-"-'-•-"-'-+'-'' E'-'.'-"la"n:::da::,s'-----+-~.:,F.:_'.'.:;'<c:anc:,g._ ____ --1. CORRIDOR BV CH£C•£!1 AGENCIES OUANTITlES H. Coman M. Wise 0R!CINAL SC~LE IN HICffES FOR REOI.ICED PL.lHS Kosolram Krishnan PROJECT ENGINEER cu 12332 EA OG01 30 BRIDGE NO, 55-862R WILDLIFE UC NO. 2 <WIDEN) POST MIL£ 20.86 ABUTMENT DETAILS NO. 2 DISREGARD PRINTS BEARING EARLIER REVISION OATES -12· 'Cl ~l- ! Fj;__£ =a) ?:\60019152\Codd\Struct,sheehWi ldl ife,s5-862R-f-o01dt02.dg~ • 14 0 00 ~ ' N ~ " 0 ~ ~ " w " < 0 w B ~ ~ " l z " ~ 0 DIST! COUNTY ROUTE I TJ'.flLT PMRbll~r 1sHNEJffsW1:tfs I I I , z I ORA 73 I 15.0/17 .4 Jz19J zBB 19. 7123.0 ~ .11~ 09-02-08 of~s, it Abut brg 20'-0" ! REGISTERED C!VlL ENGINEER ~'i'~ o_.,4< •' ' ~ Top of Concrete ! ~ t !.'! UMIN HE ,;_ Barrier Type 732 I ::,;;~~55635 l:::• / Top of Structure i [' Concrete Barrier PLANS APPROVAL DATE \cc • • "'Jc.. i xp. 12-31-08 Approach Type 732 The State or Col iforoio or its officers or agents .e,; CI v l l II- ! Shol I not be rs$fJOllsitJ/e for the occurocy or .r.,...,'t ,i,;'' COlflf)leteness of electn)flit: copies af this p/(1(1 Bmet, Ot: CALI • ( f I i DMJM HARRIS 999 TOWN & COUNTRY ROAD ' !C I ORANGE, Cl'\ 92868 -c:::-' ' ,, #11--, / I ' ' ' I3'-o"I ', !I It tot 2 Mat-ch deck t V <t P i I e ~ ', :1 ~ 'i --overhang XI,< - Beveled ' recess " Beve I ed recess Horizon~ 11 FG see"Detoi l 1" . ...___#11--, on Abutment / ¾'I]--reinf '\ ' Details No. 2" #9 @ 9 : sheet ;,, ~: '/ #11 tot 10 #5"'--' ' 3" ~ inside face " -"--!1 "' cir ' . tot 2~'<:, ' © 3" 1 #5 spiral !I --r,--:, r,--:, e------=- "" F ' L cir 0 #4 LJ or II/_ . #4 u @ 18 I > L.--#4 @ 12 SECTION 8-8 . ~ outside face --; /~ WWLOL --------/. Yi'=1 '-o" 0 "" #4 11 @ 12 c:.:..:L,.5 6 r. 0 tot .,,---Geocomposite drain, see UL ~ ·- "Structuro I Approach -0. #5~ a. 00 Note: Not of I reinf shown for clarit-y Drainage Details" sheet t ~ t ~ IL ;,., --' el r Cut-off WINGWALL ELEVATION j 6 I ine ¼"=1 '-0" . '-sot-tom SECTION F-F ',le of © n .E footing + © 1/i'=1 '-o" L u C ---, 0 u f 1 .c: + ' I • ~ " "' © -s -·-~ ~ © . 0 r. ~ " 0 © . -A " L 0 0 ~ {\ g " w ' ! \._ Specified , e ir, ~ Tip Elev u Note: Spiral sha! I be lopped at least 80 wire . diameters. Spiral ends shal ! be 135° hook 0 with 6" tail hooked around o longitudinal bar. C ~ ' • " 36" CIDH CONCRETE PILE ~ ½"=1'-0" ;! w e Note: Contractor shol I verify al I control! ing field dimensions < 0 before ordering or fabricating any materials. w • 0 ., C><ECMEO !lRIOGf: NO. OESJC:N 0 t!if:;_<J'""--• \ -p,. ,:_ l. He H. Comon/F. Kong ~ TRANSPORTATION WILDLIFE UC NO. 2 <WIDEN> C Kosolrom Krishnan 55-B62R 3 DESIC: RS1GHT Jo~QUChi .. CH£CM£O 0£.TAJL.S E. Lonaos F. Kong PROJECT ENGINEER P0$T MILE " / 4 {_ ee CORRIDOR "I QUANTITIES .. C>l.l:CM£O AGENCIES 20.86 ABUTMENT DETAILS NO. 3 w SIGN OFF OAT[ y-l H. Comoo M. Wise ~ STRUCTURES OESIGN OET.l!L SNEET (EN(lUSiil (REY. 9/2/98) ORIGINAL SC~LE IN JNC!IES I I ' 1 cu 12332 OISREGARD Pll!NTS 8EARJNC: r R(VJS;ON oms (Pil[L;VINARY S!AGE OSLYI I SHEO • " FOR REDUCED PlANS ' EA OG01 30 EARLIER REVISION OATES -11ci0"01joJ%-MI06__;.w'(>J 0~1w-01-oej I I I I 8 I 14 w ' ' ' ~ .. ---. I I IF .LE } P.\.60019152\.Codd\.S-truct\.Sheet\.W, ldl ,fe\.55 862R f aOld.03.dgn 1 '-5" Concrete Barrier Type 732 Concrete Sorrier r~=r----. Type 732 #-6 X 6'-6" bundled with eoch alternating top transverse bar 3/.i" drip groove "Beveled Recess" #5~ stirrups 3/,i" drip groove typ 30'-8"± 27'-8" (Widenin Match existing 7'-3" 3'-0"± Closure Pour 7'-9" TYPICAL SECTION '/,''=1 '-0" @ 18 1 '-4" 1 '-4" N ~ I typ ! typ I 9 .!:c 0 #5 @12 #9 cont tot 1 ea girder 13~ ~ 8'-9" ~ NB Rte 73 Temporary railing Type K, see "Rood plans" 4'-9" ----;.=::':::::':· -~! Prof i I e Grade I ·,\ -1< __ _ \ \ i ! Const ~ \ ; 1 ~p) \ __ ===----_------·-: #4 tot 3 per bay #5 tot 5 per bay #6 cont tot 6 per boy #6 cont tot 2 per girder #5 tt8 to+ 2 typ 4" Fi I let typ #-5 @ 12 typ ~~ -0 L 0 #5lfstirrupe@ 5-5 tot I ¥<1" Deep x 1 O" wide beveled recess, {1 :t bevels} on face of girder BEVELED RECESS Closure Pour Note 1 %"=1 '-0" Remove exist concrete Exist Transverse reinf to remain undamaged #5 t-ot 3 tt5 tot 5 ··---,_ <,_ :1:1:4 tot 3 #5 r- Spacing & location to match bottom transverse bars Additional bottom longitudinal reinforcement Note 1 \ \ ', ' \ \ \ \ \_ ' ', '-\ ________ --I '---------------- PART TYPICAL SECTION Note: Contractor shall verify _al I s;ontrol ! ing fi~ld dimensions before ordering or fobncat1ng any materials. s1cin Jon H~n/ q/4 /es SIGN OFF DATE STRUCTU'l£S DESIGN DETAIL SHEET (ENGL!Sl!J (REV, 91'2198) 1/,''=1 '-0" CHEC~EO OESJCN L. He H. Coman/F. Kan DETAllS BT CHEC><EI:> ~ E. Lanclos F. Kang 1----+,,_,=~="'-----+,,c"°"""""o='------;!, OUMH!TIES H. Coman M. Wise ORIGINAL SCAlE !N INCHES FOR REDUCED Pl.I.JI$ TRANSPORTA TIOH CORRIDOR AGENCIES Kosalrom Krishnan PROJECT ENGINEER cu 12332 EA OG01 30 Soffit 01ST 12 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17.4 19. 7 /23.0 The State cf tafifcroia er lts cffkers or agent shol I not be respoosible fer the occurocy er COl!f)leteriess of electronic CGf)ies of this Plan DMJM HARRIS 999 TOWN & COUNTRY ROAO ORANGE I CA 92868 FALSEWORK RELEASE & CLOSURE POUR A! ternate 1 : Folsework shol I be released cs soon as permitted by the specifications. Closure pour shat I not be placed sooner" than 60 days after the fo!sework has been released. Alternate 2: Falsework Shat I not be released less than 28 days after the last concrete has been placed. Closure pour sha! I not be placed sooner than 14 days after the fa!sework has been released. Note: 1. For-additional longitudinal reinforcement, see "Girder Reinforcement" sheet. 288 2. Remove deck along a straight I ine and proTect-a! I existing transverse deck reinforcement. Only surface sow cut al lowed. Legend: nsverse New tra reinforc ing new Face of girder- Existing structure Bridge removal (portion) Tight wire ties 3'-0" Closure Pour ' ' , , , f----' , ' : i / :-sc::::... , '-., ----·-·· -----. , i } " V ' " ' ' : ' rv-- #5 longitudinal bar (min 2 each @ top and bottom) See "Part Typical Section" for reinf bars not shown 1 ··-· --- '-., 2" >--/Exi tr / rei sting ans verse nforcing i ! ----__; ~ -----' ( ' ··1·---- --~ , i -- ) ' j ! ' '1 Face of existing girder Secure exist ing and new wire the re inf w; ties ri closure th tight ght before pour- CLOSURE POUR REINFORCING 1 "=1 '-o" SAIOCE NO. 55-862R WILDLIFE UC NO. 2 <WIDEN> POST MILE 20.86 TYPICAL SECTION O!Sl!ECMlD PRINTS BEARING EARLIER REVISION DATES ----11· 9 • 14 ~ • 0 u ' 5 " ~ z ~ ~ ~ F I LE "'> P: \.6001 91 52"\Codd\Struct\Sheet \W: Id I i fe \55-862R-k· ts01 . dgn Note: Edge of (exist) ~ Girder typ r, = ' "' "' ., 3" #5 U or~ Stirrup spacing ~ I I i i i i I i i i i : I Abut 1 brg 0.5 L I GIRDER LAYOUT 1/a'=l '-O" L Center of gravity of cable path is a parabo1 ic curve between points shown Abut 2 brg Soffit typ ~ vent@ girder (~ NB Rte 73 Ii. Abut 2 brg I ! I i i i ; ' ,---------------------+;--------------+----~ ] ,,..,..--Point of no ; / i movement 12 @ 12 ~9@ 4 i I i ~~ _,,, 0 @ 18 max LONGITUDINAL SECTION Horiz: 1/8"=1 '-0" Vert: ½"::::1 '-0" ,_b: 12@12 /~9 @ 4 -., N ' PRES TRESSING NOTES 270 ksi Low Relaxation Strand: ~ack = 5,000 kips Anchor Set = ¾ inch Tota! Number of Girders = 4 Friction Curvature Coefficient µ, == 0.15 Fr-iction Wobble Coefficient k = 0.00021ft Distribution of prestr-ess force (Pjock) between girders shall not exceed the ratio of 3:2. Maximum final force variation between girders shol I not exceed 725 kips Concr-ete: f ~ == 4 .0 ks i at 28 days f~i .:::: 3.5 ksi at time of stressing Contractor shall submit elongation calculations o 1 srl COUNTY J ROUTE 12 I ORA I 73 I 15-0111-• I 221 I 288 19.7 /23.0 ,(/(Y"-' 0'}-02-08 of[SS; REGISTERtO C\Vll ENGINEER ~'I''-' o,1-4< •' , ' -< ' 0 :-:! LUl!N lfE 'i ------------li'~:~55D35 ~' PLANS APPROVAL DATE 1\oc 0• "' 1--==:..:::C-"===-="'-----4\1 12-31-08 '-- The State of Cot ifomio or its officers or agents {I: "P-~ )} shall not be respoosible for tte oeaJrOCY or .s-,,.-< ,~ C(JlffJleteness of ,;/ectronic ccpie$ of this plan sheet. 'l: OF c~L 1~ OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 based on initial str-ess at ~ = 0.950 times jacking stress. One end stressing shall be per-formed ot Abutment 1. Legend: 0 0 Girder-flare width in inches Theor-etical point of no movement "' ,.., 0 ~ n feet 0 0 0 0 0 0 0 ------ l(omber -0 "' L D - +-~ D <>'. 8' C C C 0 0 0 0. 0. 0. V, V, V, ~ -,<::: ;,; CAMBER DfAGRAM No Scale Note: Does not include allowance for fa/sework settlement. "' L D N +-~ D <>'. 8' line , < N " 0 ~ 0 " 0 ~ ~ w , ~ Contractor shall verify a!I controlling field dimensions before or-dering or fabricating any materials. w 1--------------T""-----------------------..----"T,,,.---------re=:,e-------..--------------,--------------.-,-.-,0-,-,-..,-, .... -----------------------------~i· "",b:;;;;,;;' J~ ~ ::::::tATION ,.,'o.,.so,,,1.,.romc-:::',,,r.,,; S,:hnc,a,..n _____ f-:-5ii5;;,-j8f.c6ee2:;._R_ .. +-___ W_I_L_D_L_I_F_E __ u_c __ N_O_. _2 __ <_W __ I D_E_N_> ____ r~,, ., C>1£C1'£D DESIGN L. He H, comon/F. Kong .. C>IEC1'£D I I PROJECT ENCINEER .,. POSl MILE '\ 4 06 AGENCIES GIRDER LAYOUT w """'"-"-"'""'-""""'----------'------------------------'----.L.=-'"="------'-'"-'""'------+--r--r--,---,---r---r--+----------------+--20_._as_..,_ ______ -r-_-:,,,,,,,,.,"""""==""'"""'"-------,-=.,..,,..,,-1' I I I CU12332 o1sREGAROPR1NrsBE11.R1NG t ~cv1s1cwoA1rs(PR<LJw1Nl!lrs1i..i:01l\.Y1 i9ur1a- t 2 3 EA OG01 30 EARUER REv1s10N D.uEs -!1i:%-oJJoJ:;;i<0&10!;:»'relo1.11~J j I I I I f 1 o 1 14 Sil!IJClURES OESIGN DETAIL SH£ET (ENCLJSf!) (REV, 9/2/98) !JETAILS E, londos '' Konn QUANTITIES "' C'll:C1'£D H. Coman "· Wise OlllGIHAL SCALE HI !HCH£S FOIi REDUCED PLANS 0 I 1 F !LE -> P: \600"< 9152\Codd\Struc-t\Sheet\Wi Id I i fe\55-862R-I -g_ 1001 .dgr. L ~ 0 a. 0 (I) ' ;.., L ~ "' 0 -u I (t Abut 1 brg l of Span I i I (t Abut 2 brg I ! ! ! I 1 7'-o" 1 20'-0" I : i Edge of deck i fr #9 i 1 ~ 1 {4 bars per 1 1 i boy, tot 12) i ;-1---------------------------------------------------------------7----------------------------------------------------------------------,-~ : ! ! ! : j I ! I : 1 20'-0" 1 7'-0" ADDITIONAL BOTTOM LONGITUDINAL REINFORCEMENT Note: Contractor shal I verify al I con-trol I ing field dimensions before ordering or fabricating any materials. 5[().N Oh:-DATE ~ JZuchi SlltUClURES DESIGN ll'ETAlL SHEET (ENGLl~l (REV, 9"2t'9!1) .. CO,ECKEO DESIGN L. He .. DETAILS E. Lonctos .. H. Comon/F. Kong ~ TRANSPORTATION ""F:K~Kong CORRIDOR +,.:cc..e=='------f~,~,,.~~-,~,='-------1, AGENCIES OUANTJTIES H. Coman t.1, Wise ORICINAL SCALE IN INCHES fOR REOUCED PLANS • I ' I I ' ' Koso! ram Kr i shnon PROJECT ENGINEER cu 12332 EA OG0130 deck DIST! COUNTY ROUTE 12 I ORA I 73 l 15-0'11 ·• I 222 I 288 19. 7123.0 / ,( /// u,,,o 09-02-08 ofE 5 5 1 REGISTERt.D CIVIL ENGINEER ~~'i\ o,...4< •' ' .':' t. ~ UMIN HE l 1-~P~L~A~NS::._:A~P~P~R~O~V~A~L~D~A~T~E'-----...\\ xp. 12_31_08 1...-1~C55635 1;;; The Stute of Coli'fornia or its officers or ogents ,(I CIVIL * sfloll not be respcnsible for flle accurocy or ,s-'4 • -<N-'" Cetlf)feteness of elec.tronfc copies of this pion st,e.et. ~ OF CAt.~:.e DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 Notes: 1, Not alt reinforcement are shown for clarity. 2. Additional reinforcement shol I be evenly spaced between the inside face of girders. BRIDGE NO. 55-862R WILDLIFE UC NO. 2 (WIDEN> POST MILE 20.86 GIRDER REINFORCEMENT DISREGARD PRINTS BEA!HNG I REY!SIOII 0Al£S (Pl!£LIMIWJIY SUGE ONLY) EARLIER REVISION DATES -l1Z;2<'(01]0J.)f"'oil/c,;-..Jn'Mlo1-11-0!I I I I I I I S.~EET I 11 I • 14 I f F l LE -> P. \600, 91 52\Cadd\Struct \SheeT\W, Id\ , fe"\55-862R-o-grbot01 • dg? ..._ . 0 0 N ~ ~ " 0 i: s " w e < 0 w 00 0 0 ' 3 " w ~ z ~ ~ 0 EB (As shown) BB (Opposite hand /Bridge .( deck --;:::::::::::::_::::, ( ' ' ' ' ' ' ' : ' ' ' ' ' ' ' rstructure .( Approach 30'-0" Wingwal I LOL Face of barrier I I I I \ ' '- 30'-0" Pay 1 imits for Structural Concrete, Approach Slob "Tie Detail" Filter fabric 2" cir #6@ 12 cir 6" TPB #5 bar chairs@ 36! transversely and 48± longitudinally 3" slotted #5 @ 12 plastic pipe #8 @ 6 #5 @ 18 (Treated Permeable Base) Geocomposite drain Transverse contact joint No+e 4 ~--~-------!--·_i__,I c'----'i_ NB R-te 73 SECTION A-A ¾" = 1 '-0" #5 X 2'-0"@ 12 See Note for existing bockwot l Bockwof t PLAN -I TIE 3" 2'-6" •SC @6 1/4" expons ion joint fi Iler w:: No+e: #5 dri ! I into existing bockwo! I DETAIL No Scale BAR CHAIR DETAIL No Scale and bond abutment Note: Contractor shall verify all controlling field dimensions before ordering or fabricating any materials. ESI ~RSJGHT Jon uchl 5 /4 /08 STR!JCTOR£S DES!CN DETAIL 51-fEET {tNGUSH) (f!EV. 9/2/981 Match deck overhang OESIGN Concrete barrier Type 732 fl:5 cont tot 8 Structure Approach #6 @ 12 #5 • Geo:om;C LJ drain 3'-0" rJ 2'-0" #6 X 10'-0 @ 6 Wingwol I LOL SECTION B-B ¾" = 1 '-0" Notes: 1. For details not shown, see Structural Plans. TPB #5 cont toT 8 2. For drainage details, see "Structure Approach Drainage Details'' sheet. 3. Longitudinal construction joints, when permitted by the Engineer, shall be located on lane I ines. 4. The transverse contact joint with new PCC paving, refer to Standard Pion Pl O. 5. At the contractor's option 1 approach slob transverse reinforcement may be placed para I tel to paving notch. Spacing of transverse reinforcement is measured along t roadway. Legend: ~ Limits of bridge/structure approach removal llY C..tCK~O l. He H. Comon/F. Kon Koso l ram Kr i shnon 11v ,:: .. ec"~" ~ DETAILS E L d F K l------f-c=--''----"O"O=OS'------+,,cs',"',",=""'OO"'---------I TRANSPORTATION CORRIDOR AGENCIES PROJECT ENGINEER QUANTITIES H. Camon M. Wise OOJGJHAl SCALE IN INCHES FOil 111:DUCEO P~ANS cu 12332 EA OG01 30 TPB DIST COUNTY ROUTE 12 ORA 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17.4 19. 7 /23.0 The State of California or its offkers or ogen stol I not be responsible for the accurocy or CUIJ}leteness of elecfrOflic ccpies of this pf(Jl'I s DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 4'-0"! Limit of approach slob removal SHEET TOTAL No SHEETS 223 288 ~1:~~~;1::e Structure 1 Approach ' #5 @ 18 #6 @ 12 Nore Existing Structure Approach #5@ 12 #8 @ 6 . -------· -- Existing TPB Remove existing wlngwo! ! to 3'-o" below finish grade Not-e: Protect a! l transverse slob reinf in place and lap with new construction reinf. See "Longitudinal construction joint alternative" as the contractor's option. BRJO(';E NO. 55-862R POST IIILE 20.86 SECTION C-C Ori I I and bond #5 X 1'-9"@. 12 in 6" deep hote 0 1-----------..J_ _ __:~,-, ~ New construction Existing structure approach LONGITUDINAL CONSTRUCTION JOINT ALTERNATIVE ¾" = 1 '-0" WILDLIFE UC NO. 2 <WIDEN> STRUCTURE APPROACH TYPE NC30S> DISREGARD PRJ~TS BEARING REV/SI~ o.ui:s lF'flfllMINl.!!I ~liCE i)l!LTi Sli(Ei 12 • 14 I F [ LE "') P: \600 l 91 52\Codd\Struct\Shee-t\W i Id: i fe \55-662R-s-s_ op01 . dgn, 0 0 ~ 0 ~ 0 0 s a " ~ ~ w ' < 0 w " 0 0 C ~ " w ~ 5 C 0 ,------------------------..1.-------------------------.J.--------------------------'-------------------------""'l::-:::T-:::-::::::-T--::::::::--,;K<iJ'iL-OOMMEe'TTIE'iR>PPOOSii'Trl-SHEET TOTAL 01ST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS Drain outlet Type B Outlet, see "Rood Pion$" Toe of slope l-------:! ,, ,, ,, ,, ,, ,, 1t--7 Geocoffiposite 3" Plastfc pipe { s I otted) Connect To exist outlet Exist outlet to remain Geocomposite drain-'t"-<--ll 3'' Plastic pipe ---'"\ \ ( Uns I otted) 3" Plastic pipe (Uns!otted) H drain:: 3" plastic ~ S+;•uc_t_u_r_e __ , Pipe Approach (slotted) " \. " ,., ,, =========<~ -~---------- ~! Exist drain !. !! TYPICAL PLAN No Scale Optional construction joint,see ''Section H-H'' ~ 0 0 a, CL 0 0 ~ ~ " + a, w+ w X >, w w #6 X 4'-0" Tot 2 1 '-0" Geocomposite drain 3" P!ast!c pipe {Slotted) Drainage pad ' ' ' ''Drainage Detai Is'' CANTILEVER WINGWALL SECTION F-F No Scale -~-+----J:7-Bend reinforcing to ovoid pipes 1 2' -0" .-~t-- o, 'I -! Oro i noge pod (Minor concrete) , . Geocomposite drain Fi I ter fabric ~f--~I~ : 4" l j-------1 I' -0" 12 ORA 73 15.0/17.4 19. 7 /23.0 09-02-08 REGISTERED ENGINEER -CIV!L PLANS APPROVAL DATE TM Stote of califon1io or its officers or OQeflt shol I oot be responsible for the acrurocy or coq::,!eteoeas of electronic copies of this plan DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 224 228 --------Finished grade Opt iono! : const. joint --1 Wall reinforcing-<''-+..,----: Top of footing SECTION No Scale E-E Outlets,see "Road Plans" Edge of footing NOTE: Bends and junctions in 3" plastic pipe ore 2'-6'' radius min. Wal! footing) ' ' ' ' ' SECTION H-H No Scale Top of footing WITHOUT FOOTING WITH FOOTING DRAINAGE DETAILS No Seate " 0 ~ 3 0 l----------;,-,;,,-:-:=~==::----------,r-1:-.'AI --.-:-:---::-:--:--'.""-:-:--::--:::---::--::-::--.---S~T;:-:A-;T:;-E-;O:;F--,-------r,;-,,,;;;;;";--;' -~,.,---:'.W:::-:IL:-:D::-:-L::IF:-::E--:'.U:".:C::-:N::-:0-.-::2-:-(W:::-::l-:D::E:-:N::->:-1 :~o-= Modified "Typical Plan", "Section F-F", DIVISION OF 55_862R ~ "Section E-E" CALIFORNIA STANDARD DRAWING c~,c~•o RHO~CO BY RELEASE 4/23/98 DESIGN " M. TRAFFAJ.,JS DHE Cl+E'.C~£0 DETAILS " R.YE:£ FILE xs3·110 OR~W1NG "'· SlJBM! TTE:D M,HA DATE OS OSD 2!HA O,!ETR!C:] (REV, 212$/97] E, THORKIL£JSEN I=, THORKII.OSEN ~ _,Q 4/98 orncc: cHtE~ d's Deleted "Section G-G, "0etai I B" DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES ORIGINAL SCALE Ill 1.IILLIIIH£RS FOR REOUCEO PLANS cu 12332 10 20 lO •o ~ so 10 eo so 100 EA OG0130 !ClLOlolE:TER POST 20.86 STRUCTURE APPROACH DRAINAGE DETAILS DISREr;ARO PRINTS BEARING EARLIER REVH.JON OATES -12· 13 14 USERNAME "'> Landes£ P: \600191 52\Ccdd' ,-----------------------.l-----------------------....l------------------------.... ---------,-------------,---r-:----"T"--:---,---,PP<oi<sCfT~MU(i"iL1'E'<s-1'SSHHEE"i TOTAL DIST COUNTY ROUTE TOTAL PROJECT No SHEETS • STRUClUR.E:; 0£SJGN O(TAIL SllEET (ENG!.JSHJ !REV. 9/2/98} Rev_Ls-lcin·:rnc_Hj~, t_(?_·_+h[s_ or.igin01 Log·:of Test.-Bor--mg 1s!. • The_"new abutment~ _(vdden) were-odde-d. - ., M£MBER • Croy to _olk,t, $fLffl'OHt Ughl_t~•-COOl'ff SNK>ST_ONf.: _nil Cffliented ... -, tiord. drllllnt ORIGINAi. Gl!O\Jl<O WllFACE Al.ONG !!. ROUTE 73 -Dont-gi~ -11M S_11.T'I;' SANDSTONE_ =c.-c.._ ~~ '1tt=.i Wtlt ~,~i.d iiBU1lmff. 1·. TO ACCOMPANY PLANS DATED 12 ORA 73 8£000Cl( "(TOPN«l.\ f'ORW.ll01HIOMl,1ER ~~t 9fOY ftM SAffDSTOt,1£, -;--t.Grd _'tlrillklg . ..eolot -ehon.14" -to light. bn)wr, ~ tJ ~-~,~~ ,1,)-~ l'1/ill!ll1 .iY IMfOtJi' lltifDlft STNF' IMWllf .J) NRf-MI~~ ~-~-"'7'.MW'.N-:-.. - . . ,• • ~.,#l'f:Xlilatl 1M I( r-fJNtt1Df ~-=-·fJj;f({ '.~/Rl,Rt/Fr llR.SIJI.RI 4) J-lti&N ME SAWUt ~ lflll-A·irti:NtJf ~-: R32204 .S?IJ PROFILE HtJHIIONTAL_·SC4l.f-; r •·20''--~---'---~-.sx ~ SOOE: ,-•,,.. /()' ,Q(!~ lll!.L(AS( JUN lf'91!·' •• -.• -- • -- ' 520---...C:.: :..----~-------------'-,•17-» IOIICl)t,~IQN 5.?fl ,11· ~ _.·_~: __ :"_· .. _7J)_·.·_•-_·_➔·~·r-;--r.:_=:-:.,-,---::::-:.:-="'::-,....;...-,-:;...=;_-":'~":'=-::-":'··'-"'-r;.._--~-. -.---.. ~.;..·~----.lt-.lf.;..:-_--.. -----, .. -"'-=-'"-~--""----,:;55iii::iJ::D'"'"':-:W:::IL:-:~::.~":'1~=e::-:-i:::.~::D::E=~::Ji::8:~·~o='=;:::i::~';:1:=-,N-:~:"~:.:.:"":'~:-1 ORIGIW.L SCAlE Hi !~HES FOR REOUCt0 PLANS 0 ' ......,...,....,., ~M¥1S!OH!l,IJQ-- FI LE = > P: \6001 S1 52\Cadd'\Struct \Sheet \W i : d I ; fe\55-862A-z-c tb01 . dgn 16 "' 15.0/17.4 19. 7 / 3. 225 288 0 Li.._------~, LL--:, --;!,. __ _ ---~, I LL_-_ -., 24"¢ CIDH ·Piles {new) ~;P' 16"¢ CIDH Piles (exist)_/ typ Abut 1 Datum Elev 395.00 1030+00 BC 1 L::: 11/, typ Sta 199+03.86 To son Diego 1 030+00 Sta 1028+13.37 Top of slope 0 ' "' --· ... ----------------- ~ -~:::..1::...:-:....~·--a==::" ' 0 N 55°43'44" W 0 ' 0 \ EVC Sta 960+35.76 Elev 874.40 -___ ._ ___ 7 ~~i-~6~.0~0~%i.~;;-;;;;;:;----J~E~n~d~Section 3.2 Sta 1053+87.49 Elev 313.31 i NB Rte 73 (exist) PROFILE GRADE No Scale 304'-41/2" Measured along $. NB Rte 73 24" CIDH 1 031 +00 1 032+00 ELEVATION (MIRROR) l Newport Coast Drive {NCO) 1031+00 1 031 +00· ":·~ ·¾-• ->~ ~ '·, ... >, .. (> Edge of deck (exist) 1031+00 88 1030+3L 70± Elev 454.63± ' ,, • '·' i SB Rte 73 Sta 1031+93.89 NB Rte 73 = Sta 201 +43.23 I(_ NCO {old) 1"=20' 1-032+00 Ii:. NCO (old) PLAN <t Bent 2 142'-2¼" !--EB OG & FG 1033+00 ·,'··, .. 1033+~ N 41043'33" W 2'+-',,.,,./ ~--t--2-~=0-"'57~79,{Top of ·,,,, ! kew I slope , .... ,\ _________ _,\ __ -- 0 --------------- 1033+00 \ 2 EB 1033+36.08± ,_ -~ )·' Note: Cont1octor shall verify all controlling field dimensions befo1e orde1ing or fab1icating any matel'"ials. 1 "=20' CURVE <D R fl T L ® R = fl T L = G) R fl T L 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS DATA 12 ORA 73 lS.0/17.4 226 288 19. 7 /23.0 3000.00' R G!STEREO CIVIL EN NEER 24°00'11' 637.75' 1 256.80' PLANS APPROVAL DA TE 2936.00' 24°00'11" The State of tolifomio er tts officers or ogeri shol I not 00 reS{)OflSible for the accuracy or Wlf)lefene!x. of f!lectrooic ci:pies of this pion 624.15' 1229.99' 2350.00' 14°55'27" 307.80' 612.12' Notes: DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 Metal Beam Guard Roiling, see "Rood Plans" Construct slope paving Structure Approach Type N(30S) Concl'"ete Barrier Type 732 Remove existing barrier"" and portion of overhang Temporary railing Type K, see "Road Plans" Reconstruct portion of existing chain link fence, see "Road Plans". Remove existing MBGR. see "Road Plans" Place 2" conduit on new barrier %" x 1 O" beveled recess Match existing cross slope Closure pour 3'-o" Steel column cosing (column retrofit) For more noted items, see "General Plan No.2" sheet. For General Notes and Index to Plans, see "General Notes and Index to Plans" sheet. For pile data, see "General Pion No.2" sheet. Legend: Minimum vertical clearance (Widening) Minimum vertical clearance (Existing) Existing structure Bridge removal (portion) i FlLE => P:\60019152\Cadd\S~ruct\Sheet\Newport Coos-t 0 - Note: I 87'-2" 27'-B" {Widening) 59'-6"+ (Existing) 1 '-5" 16'-0" 10'-0" 48'-0" (4 Lanes) * I Shld 3" 11 '-9" 36'-0" 4'-9" NB Rte 73 -4Y.+ and Varies 10 CIP/PS Cone Box Girder \ ' 8'-3" X 5'-6" V-Oblong Column ' ' ' ' ' ' ' ' --------------L-------------~----------••-~ ' ' ' ' ' ' : : : ' --r---r-------------------------------,---~~ 1 I I I I I I I I I I I I I I • ~~j ~~) : : ' ' l : ' ' ' ' r ___________ J ____________ L-----------7 ' ' ' ' ' ' ' ' ' ' ' ' l-r--T----------------T--7-----------~ ' ' ! ' I I I I I I I I l I I I ' .,, ,,, ' ._.,_ -'-'-..._Not all piles shown * Reserved for future roadway widening TYPICAL SECTION lfo" =1 '-0" PILE DATA TABLE -CIDH Concrete Piles 1 o'-o"+ 1 '-9" Shld ,, l l ; ; j ! i i ! 3/.t thick steer 13 column cosing Note 2 ! j ! ! ! ! ! i j i !1 ' ' ' ' r-----------------------------1 ' ' : : ' ' ' ' ~7---r--------------------------T--7-J ' ' ' ' I 1 I ! I 1 l ! I I I ! i_.d t::--) Location Diameter Des i_gn Loading Nominal Resistance Design _Tip Specified Tip Elevation Elevation Abutment 1 Abutment 1 - Retaining war I Bent 2 Abutment 3 Abut 3 -Wingwal 1 24" 120 Tons 24" 120 Tons 24" NIA 24" 120 Tons 24" 45 Tons Compression Tension 480 Kips 90 Kips 480 Kips NIA 720 Kips 360 Kips 480 Kips 80 Kips 180 Kips NIA Design tip elevation is control led by the fol lowing demands: (1) Compression; (2) Tension; (3} Lateral loads. 394.25 (1 ), 412.25 (2) 394.25 408.25 (3) 394.25 (1 I 394.25 361.00 ( 1 ) ' 374.00 (2) 361.00 388.00 (3) 384.25 (1 ), 405.25 (2) 384.25 394.25 (3) 403.50 (1 I 403.50 Pavementj Low expansion material 0 C ' :,. E El <50 and SE>20 Note: Expons ion index to be determined by ASTM D4829 Sand equivalent to be determined by Cal ifornio Test Method 217 Structur-e approach\ DIST COUNTY I ROUTE 12 ORA I 73 I 15.0111., 19. 7 /23.0 221 I 288 <2,-,,, ~ u./4 -a 0,-02-os -,;~oFESSJo ReGISTEREO CIVIL EN'"'NEER ~ ~ -~14< (.I ~<,; ~ ~ {. ~ JJA-lfffA WANG 'i =-~~==--=-----1,•~ !No C 65377 :;: PLANS APPROVAL DATE "' "" XJ). 09-30-Q!I /-- The State of Cot fforn_io or its officers or Of)eflf -(I CI v IL .ii, shall not t1e responsible for file occvm:y or .r'4,t IP'.,. carpleteness of electronic copies of mis pion s~t. Qi:-CALl;o DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 -V -H d (16'-0" 4'-0" )16'-0" 0 ".,_ ! __ "\_· :_;::~.:. :! ~"':: ;...i,__~~-•:i,::~:i,i ~. :;C.C...:-'._Os,A-1. /F G d~ ~ I 8'-o" I-. min LOW EXPANSION MATERIAL IN BRIDGE EMBANKMENT No Scale Notes: 1. For notes and legend, see "General Pion No. 1" sheet. 2. For existing bent column retrofit, see "Steel Column Cosing" sheet. 0 0 Contractor shal I verify al I control I ing field dimensions before ordering or fabricating any materials. TRANSPORTATION 1----------------,.----,-:,,,,----------,-,,~.,~,~.,~,,--------,------.-----------.,--~. ----,.-----"T--------------,--------------.-,_~~-~~£-~,:-;•-~=1----------------------------------I~ ?""'(ir-\ o ~~o,• DESIGN J.Wong F. Konn LFRD LIVE LOADING, ~;,.~1';/~';~~~ O ~ .. h~~~.. '"~~~;~;~ NEWPORT COAST DRIVE UC (WIDEN) ~ ~ Kosolron Krishnan CORRIDOR PROJECT ENG I NEER AGENCIES ' I ' -r ' I cu 12332 0 ' ' ' EA 0G0131 ~ SIG -• SY CH£CK£0 BY ICHEC0:£1> '-""""""-;-t-----------------------------------1- 0ES VER /HT Jon guch1 DETAILS L. Reyes/E. Londos F. Kann LATour L. Reyes F. Kana l"--'~~•~'~•~•~"~''-1 " l ~';'~"=':;":;;."t1~,;':;;;Lf:-;:,~/~c,:;;;€,;::-;;::;;--;;;;;;:;;::;;L.Q"_'_"_'_'_'_"_'J..·~· "~·a.aC~oma::aa:n:.., ____ ...J~·--~~·-:~·,~r~;~,h~n~o~n ____ ..1.'_'_"_'_"_'_"_'_'"_'i.."~J-·~•~o~n::..o ______ ';; 1~5w,,;•;•;1,,.~-;'~e~.'~s~o~t~the:;;•~•:...-t--,--r-"T'"-T-.,--T-t:u:'i2332---------t;~2~1;.~5;3:;;,;-;;;;:;:::;--G __ E'J:N::;;E::::;~R;:;;,A;;::;;;L~~~p:;;~L~A;;;;;;N;::;;:;:N==o;:::·::;:=2::i::;;;;:;;:i:::;:~I DESlG"I G€NERAL PLAN SHEET !ENGLISIIJ !REV.S,t9/00) ORIGINAL SC,,,LE !ff INCHES DISREGARD PRINTS 81::ARING I ,.~,,,s,o~ (MTLS lPRLLl..,!NAAY s•~0 • 0 ~,,. 1 I S~EET OF 5 FOR REDUCED PL.oliS EARLIER REVISION DATES -l12,R"0olo-.-.,X:-01112;,e<61!03_708lo,;_%IIBl01•11•0SI I I I I 2 I 29 ;g I i F !LE cc) P. '60019152,coctd,Struct\Sheet,Newpo..-t Coos-J-Dr, ve,55-75SR-o, gp02 .dgn Note: GENERAL NOTES LOAD AND RESISTANCE FACTOR DESIGN Design: AASHTO LRFD Bridge Design Specifications, 3rd edition with interims through 2007 and the Caltrons Amendments v3.06.01, except That abut-ments and retaining wot I ore designed using Bridge Design Specifications ('96 AASHTO w/Revisions by Caltrons) Dead Load: IncLudes 35 psf for future wearing surface Live Load: HL93 and permit design load Seismic Design: TCA Seismic Design Criteria (Memorandum No.6) Ca!trans Seismic Design Criteria {SOC), Ver-sion 1.4 June 2006 with modificat-ion Seismic Loading: O> C a +-0 L ID ID u u <t 0 L +-u ID °' en ULE Site Specific ARS Curves 2.0 1.8 1.6 ULE 1.4 1.2 1.0 0.8 0.6 0.4 0.2 /------------~-L-~-~--------------------------- 0.0 0 2 3 4 Period {Seconds) (Upper Level Earthquake) -Envelop of Probabilistic 975-Yr ARP and Co1trans MCE (Peak rock acceleration = 0. 70 g) LLE (Lower Level Earthquake) -Probabilistic 72-Yr ARP Reinforced Concrete: fr = 60.0 ksi f c = 3.6 ksi, unless noted otherwise Transverse Deck Slabs (LRFD-BDS) fr = 60.0 ksi. f C = 3.6 ks1 Prestressed Concrete: See "Prestressed Notes" on "Girder Layout'' sheet Contractor Shol I verify al\ control I ing field di mens ions before ordering or fabricating any materials. ERSIGHT Jon guChi q (,4/C;>P, S!GN OFF DA SlRUClUlES DESIGN DETAIL SHEET (ENGLISH) {R£V, 9/2191:1) STANDARD PLANS Dated Moy 2006 A10A A1 OB A10C A10D A628 A62C A77F1 80-1 80-3 80-5 80-13 83-1 87-1 88-5 811-55 D998 T3 ACRONYMS AND ABBREVIATIONS (SHEET of 2) ACRONYMS AND ABBREVIATIONS (SHEET 2 of 2) SYMBOLS (SHEET 1 OF 2) SYMBOLS (SHEET 2 OF 2) LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL -BRIDGE SURCHARGE AND WALL LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL -BRIDGE METAL BEAM GUARD RAILING -TYPICAL LAYOUTS FOR STRUCTURE APPROACH BRIDGE DETAILS BRIDGE DETAILS BR !OGE DETAILS BR !OGE DETAILS RETAINING WALL TYPE 1 - H = 4' THROUGH 30' BOX GIRDER DETAILS CAST-IN-PLACE PRESTRESSED GIRDER DETAILS CONCRETE BARRIER TYPE 732 EDGE DRAIN OUTLET AND VENT DETAILS TEMPORARY RAILING (TYPE K) Standard Ptan Sheet Number Deto i I Number Abut 1 Abut 3 CONCRETE STRENGTH AND TYPE LIMITS I I ™ ™ lllillllllll No scale Structural Concrete, Bridge ( f' c per prestress i ng notes on "Girder Layout" sheet) Structural Concrete, Bridge (f'c = 4.0 ksi @ 28 days) Structural Concrete, Bridge Footing Structural Concrete, Approach Slab Cost-In-Ori I !ed-Hole concrete Pi I ing Structural Concrete, Retaining Wal I B'r CM&C~£0 DESIGN J. Won F. Kon ORIGINAL St.U.E 1N IHOiES FOi! R£00Ct:D Pl.ANS TRANSPORTATION CORRIDOR AGENCIES DIST COUNTY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT 15.0/17 .4 19. 7 /23.0 SHEET TOTAL No SHEETS 228 288 INDEX TO PLANS Sheet No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 8 19 20 21 22 23 24 25 26 27 28 29 Kosolrom Krishnan PROJECT ENGINEER cu 12332 EA 0G0131 Title PLANS APPROVAL DATE General P!an No. 1 General Plan No. 2 The State of Colif0f71io or rts officers or agent shol I not r,e respa,:sible for the CJCCIJr«;t or crxripfeteness of electronic copies of this p!OII OMJM HARRIS General Notes & Index to Plans Foundation Plan 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 Abutment 1 Layout Abutment 3 Layout Abutment Details No. 1 Abutment Detai IS No. 2 Abutment Details No. 3 Abutment Deto ii s No. 4 Bent Deto i 1 s No. 1 Bent Details No. 2 Bent Detai Is No. 3 Typical Section Girder Layout No. 1 Girder Layout No. 2 Girder Reinforcement Steel Column Casing Joint Seal Detai Is Joint Seal Assembly (Maximum Movement Rating = 4") Structure Approach Type N(30S) Structure Approach Drainage Oetai Is Slope Paving -Ful I Slope Log of Test Boring No. 1 Log of Test Boring No, 2 Log of Test Boring No. 3 Log of Test Boring No. 4 As-Bui It Log of Test Borings No. 1 As-Built Log of Test Borings No. 2 QUANTITIES BRIDGE REMOVAL (PORTION), LOCATION STRUCTURE EXCAVATION (BRIDGE) B STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE BACKFILL (BRIDGE) STRUCTURE BACKFILL (RETAINING WALL) 24" CAST-IN-DRILLED-HOLE CONCRETE PILING PRESTRESSING CAST-IN-PLACE CONCRETE STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, RETAINING WALL STRUCTURAL CONCRETE, APPROACH SLAB TYPE DRILL AND BOND DOWEL JOINT SEAL ASSEMBLY (MR 21/,'') BAR REINFORCING STEEL (BRIDGE) BAR REINFORCING STEEL (RETAINING WALL) HEADED BAR REINFORCEMENT COLUMN CASING SLOPE PAVING (CONCRETE) CONCRETE BARRIER TYPE 732 LUMP SUM 927 206 576 176 2114 LUMP SUM 255 846 69 N(30S) 79 50 68 405608 7126 642 11950 22 389 CY CY CY CY FT CY CY CY CY FT FT LB LB EA LB CY FT SRltlGE NO. 55-759R NEWPORT COAST DRIVE UC (WIDEN> POSl MILE 21 .53 GENERAL NOTES & INDEX TO PLANS DISREGARD PRINTS BEARING SllEE' OF EARLIER REVISION DATES --Tl• 3 29 i FILE=> P:\60019152'\Codd'\StrucT,Sheet\Newport Coast Drive\55-75'lR-o-itp.dgn 0 Sta 1031+93.89 "!i_ NB Rte 73" N 2174054.53 Sta 201+43.23 "(1_ NCO [old)" E 6081283.26 ® Sta 1032+13.90 "!i_ NB Rte 73" N 2174065.22 Sta 201+58. 71 "(1_ NCO" E 6081266.15 © Sta 1040+57.67 "'.\. NB Rte 73" N 2174606.20 EC E 6080622.43 ® S-ta 1028+27. 68 "~ NB Rte 73" N 2173883.76 BC E 6081606.79 ® Sta 199+03.86 "(1_ NCO [old)" N 2173827.37 BC E 6081357.66 0 Sta 1031+18.26 "(1_ Rte 73" N 2173964.67 Sta 200+49.44 "(1_ NCO [old)" E 6081309.39 © Sta 1 031 +25. 46 "(1_ Rte 73" N 2173968.27 S-ta 200+54.94 "(1_ NCO" E 6081303.19 G Sta 203+81 . 85 "(1_ NCO" N 2174273.67 BC E 4(( D N65°43'44"W --c CURVE DATA Curve R !':,. T L CD 3000.00' 24°00'11" 637. 75' 1256.80'_,., ® 2936.00' 24°00'11, 624.15' 1229.99' G) 2350.00' 14°55'27" 307.80' 612.12' Note: Contractor shall verify al! controlling field dimensions before ordering or fabricating any mater-io!s. ,, 0 Sta 205+15.99 '(1_ NCO (old)" EC EXISTING UTILITIES CD 24" RCP ® 24" AP/RCP G) 8" PVC Water 0 24" AP/RCP ® Cable Line '"<:·\ · St~<t-030 E N 2174420.82 E 6081215.16 ROUTE DATUM ORA 73 POST MILES TOTAL PROJECT 15.0/17 .4 19.7123.0 The Level Datum : National Geodetic Vertical Datum ORANGE COUNTY ADJUSTMENT OF 1987 NEER BENCH MARK SJC 532 Nor-thing: Easting: Elev.: Combined Factor: Main I ine Station: Offset: Description: it Newport (NCO) I 21 74612 .240 6081152.659 405.08 0.99994148 1036+60.64 439.97 Rt 2" IP with 2½" 8.0. Stamped "LS 4131 SJC Coast Drive l NCO [old) PT N05228 PLANS APPROVAL DATE Per Coordinate Control Map The State of Col ifomio or its officers or ogent shal I not be responsible for the ocairocy or coq,leteness of electronic c;opies of this pl<TI s SJHTC Sta 811+00 To 1238+40.18 Sheets 1-9 Nail In 1" Dia. Cone. Bose Sta 1016+09.31 OMJM HARRIS Offset 1422.54 To Lt it Proposed SJHTC Elev. 506. 776 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 532" !i_ SB Rte 73 / 1033 ,ETAL BEAM GUARD RAIL fl lj:_ RTE 73 ~( \ 1034 EC Sta 1 0+70.17 Rte 7 3 4 3''W R=2972.42' 1034 PCC AP OACH SLAB Ty□) \ N41°43733 IV " ✓ AC ~~t: d ~--Y"~- -a,"'(;'!~~ C PLAN Legend: Existing structure 1"=20' " ,-1 -- i FIL£ ,c) P:'\60019152'\Cadd\S+ruc-t'\Sheet\Newpor+ Coos+ Orive\55-759H-e::fp!01.dgn SHEET TOTAL No 229 288 0 ro 0 0 ~ ;;: $. NB Rte 73 Note: i NB Rte 73 Remove existing wingwal I to 3'-0" below finish grade Exist edge of deck Bearing pod Note 3 /,7 ' Void '-----------"''-----'----'---'c-----------,<'--,-',//~ Edge Bearing (typ) Bearing pad Not all p;les shown-{!) 16'-113/," PLAN -------/ ,;'," ......... ,\, ! '------l-\ ________ .l__~ ' ' : ' <A,-\, ____ '-----__ -_+,:_' ----------F="!---' -----~"Footing Step" ELEVATION Abut brg RWLOL NoTe 4 $. NB Rte 13'-0"± 32'-0" ROUTE ORA 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17 .4 19. 7 /23.0 The State of Cat ifrrnio or its officers or ogents slloJ I not be responsible for /fie accuracy or crapletencss of electronic C(>{)ies of this pion Sheet. DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 SHEET TOTAL No SHEETS 230 288 ' ' /~dge 17'-0" 15'-0" of deck fl_ Abut 1 brg _::\__ 4'-6" 5'-0" 5'-0" 7'-0" 5'-0" 5'-0" _, 1 '-0" chamfer typ J 1--"---"I 5'-o--+---"" I 5---"--l-'-o" l-'---'7'-o'----1-" l---"----"---5'-o" --1----"--I s'--"----1--o" ~4'-6" 0 ' N Footing 1einf typ #6L@.12 3'-0" rl FOOTING 3'-0" #6 l@ 12 3" cir typ #6 tot 14 FOOTING STEP ½"=1 '-0'' PLAN Notes: 24''¢ CIDH pi le typ Note: Contractor sho1 [ submit the sequence of construction of CIDH piles for-approval. 1. For-Sections A-A and B-B, see "Abutment Details No~ 1" sheet. 2. For details of interior-and exte1ior shear-keys, see "Abutment Details No. 2" sheet. 3. For beo1ing pad detail, see "Abutment Details No. 1" sheet. 4. For-retaining wol! elevation, see "Abutment Details No. 4" sheet. Legend: Existing str-ucture Bridge removal (portion) 0 Contractor shall verify all controlling field dimensions before order-ing or fabricating any materials. ,--'X-.,,,,,.__--\-c---. --~------,------------------.----r:::..-------,-,,,:::,[',::,",,,-,e------,-~-----T-RA_N_S_PO_R_TA_T_IO-NT"",o-so_l_n,-,,-d-stm_o_n ____ ""T-,;,'"~~,:;c-:500,:-9~""T"-N_E_W_P_O_R_T __ C_O_A_S_T __ D_R_I_V_E_U_C __ (_W_I_D_E_N_)-IJ DEsliJovE'lRSlo/1,Z /,.-, ~ciJoguchi cHEF'.",'0., CORRIDOR 1-,=~c.-+------------------------------~. It. = 0 l----+.c:"''--""""'------+-,::,:':;;;;::"""--------1 PROJECT ENGINEER POs1 MILE ,, '"""" ,.r,~ '",'.",cishnon AGENCIES 21.53 ABUTMENT 1 LAYOUT ~ 0ESIGN " J' Won 0ETAll..S ., E. Londos QUANTITIES "' ~,,;.,oc;,~,..;;.~"'~'~'~;-;,,,;,;;,;;"~"'="::,-;,-;:,_:;,;:;u;.,;;,-;,;,,,:,:-. 7,,,~,,:;.,;-----------------------.L----'--":..:;=~----~~;;; .. ~,~;,~.~c,~,i,j,,;';;,~:;;,:;,.;---r-,--r-,-7--r-"T-tcccuii1';2:';3s:3i:2,-------1;"; .. ;,;,m;,;:;,,;;,~-,;.~~;.;,;,~:---i:=;;:Jl;!llE[lj~•ri1m~,c~'"~";;.;;:,:j's-i;!"'!2=\1•i:1 =;::=;::=;::=p;sa,~PL-+~•1::~~ fOR R£0UC£0 Pl.ANS £A QGQl 31 EARLIER REVISION DATES --01-11·08 5 29 ~ H. Comon Fl LE "'> P: \6001 91 s2,Cadd\.Struct\Sheet\Newpo..-t Coast Dr i ve\55-759R-f~o01 _ J o1 . dgn Edge ~""-"" /) on "Abutment Details No. 4" sheet---- l Abut 3 brg - WWLOL --- pad Remove existing wingwol l. t_o 3'-0" /'-., below f,n,sh grade (iJ/ ,/!l'·, / jJf/ / Exist edge l,. f:f:f l of deck .~ F ~, lf!'·J Reconstruct portion of existing backwal I (reinf to remain) _,/ if2' / ~ of deck~/ ,,,,,, / ~-,'---,'---If---------+------------_,"· C, Note: l Bearing (typ) Bearing 16'-111/4" Not a 11 pi I es shown PLAN 'l,"=1 ·-o" #6 Dowels ~ dr i ! I and bond tot 8 ELEVATION ' ' ' : L--- / ,' ' ' 2" expanded polystyrene !t NB Rte 73 0 ' N , Edge of deck)/ , / WWLOL 1· '"''I I Wimgwal ! = ft Pile 4'-Q" X 4'-Q" X 3'-6" footing 5 spaces @ 5'-3" = 26'-3" 24"¢ CIDH pile typ ROUTE 73 PLANS APP ROY AL DA TE POST MILES TOTAL PROJECT 15.0117 .4 19.7123.0 The Stare of Coliforola «'" its offiC1Jrs or ogen shol I not be responsit>le for the occvro,:y or c(1rlf)leteriess of electrooic copies of this ploo DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 SHEET TOTAL No SHEETS 231 288 ~ NB Rte 73 1 '-0" chamfer typ ct Abut 3 'i.o~-----~ -CD------0-------+ -----0----{D --·-'-..;.,c---,!,,;· ,:t:) ___________ d."+. .... brg l J ~ _____ ----~----------~------___________ ; ________ ; ___ ------___ --~-~-_____ '!: __ _ 'f. NB Rte 73 "' I I l l ' "' I ! ! ! ! ! ! ' • • ---e-------e-------e-------e------e------e--,-__ i_{~_r_t_--_-_-_--_-_-_i~_r_,,.._--_-_-_--_--,1~'-:-~ ~_"_·-----1 I I i • 5 spaces @ 5'-3" = 26'-3" • i 4'-101/," I 0 ' N Top of slope paving _ 32'-o" _ 13'-0":!: FOOTING PLAN Note: Contractor shal I submit the sequence of construction of CIDH piles for approval. '/.''=1'-0" Notes: --- 1, For Sections A-A & B-B, see "Abutment Details No, 1" sheet. 2. For details of interior and exterior shear keys, see "Abutment Detoi Is No. 2" sheet. 3. For bearing pad detail, see "Abutment Details No. 1" sheet. Legend: Existing structure Bridge removal {portion) 0 Contractor shalt verify al I control I ing field dimensions before ordering or fabricating any materials. w .------,---------,-------------------------,-----,,.,,,,:---------r,e'""'"'""'",-------,.-------------..---------------,--,=-,---r-----------------------------~~ )"s;-~,19 ~ ""0" J, Wao ___ ::"'",• TRANSPORTATION Kaso1rn, Kdshnoo ;•~:';5;~ NEWPORT COAST DRIVE UC {WIDEN) § 0£s1rnRSlGHT Jon~guchi DETAILS "" ~"~~~~ CORRIDOR :::::'=="=""'=:C...------1---i,~-;;i:-,-+-----------------------------~: I I E. Londos F. Kon PROJECT ENGINEER ,._",o"''"-'--'""""''-..1 " t-;';;'~;;;0;;"~9~0•~'t';;4-;;:;-0;;:B-;;:;;-;;;;;;:;;;;;-;;;;~~:;;-----------------------.Lo"_'_"_'_"_'_'.J'._·_'H~-'-'-'°"e::;;o:,:o _____ ~';;"•~'.~"~,,~;~,h~o~o~n=:---t--i-7--r-A-GTE_N_c_1ET"S_T_t::c;;,,"';---------1~~2~1~,;5~3:;~;-;;;:----:1A::B;:;:U:!l]T~M~Eµ:IN~T[§~3~4L[A=;Y=O:;:U::::T:;:=p~;,rr:::i:=11~:;:l~,.~ STRIJC?IIRES DESIGN DETAIL SH€E7 {ENOLISH) (REV. !l/2/981 ORtc;IML StAU-(N INCl!ES CLJ 12332 OISREGARO PRINTS BEARING v, ::::; FORREl)()CEOPLANS EA 0G0131 EARLIERREVJSJOHDATES -12· !OJ· 6 29 ~ F ! LE "'> P: \6001 91 52 \Cadd'\Struct\.Sheet,Newpor-t Coas-t Drive \55-759R-f-o01 _ I oz .dgn BB or EB (ft Abut brg I 1 '-0" 2'-2" I Approach Type N(30S} i .---Blockout for Joint Seal 2'-0" Assembly. For "a" dimension, see "Joint Seal Assembly (Maximum MR=4")" sheet. Structure approach~ "a"+'/:" i slab, see "Structure r7' 1 sheet~ i +---_------------:~---~~ ---r---------~-------- ~-----#4 n@ 12 #5 X 2'-0"@ 12 #4 cont @. 12 #5 ~ 9 #5 @ 9 Const "' ' - #5 tot 6 Geocomposite drain Note 1 1 '-6" 3" cir typ #1 o L @ 9 --111+-~ 3" cir typ I ;,,f 0 Expanded ~ Polystyrene \5) ½" Expansion joint fi 1 ler #6 11@ 12 Additional #9i---tot 5 whenever occurs #6 11 tots 3" cir typ ,,----tt--#6 J @ 9 Slope paving, see "Slope Paving Fu( I SI ope" sheet #7 @ 9 Note 2 #8 tot 4 top & bottom U'.> #11 tot 4 ~ top & bottom Additional #5 @ 9 Note 2 #6 tot 4 top & bottom 24"¢ CIDH pile 2'-0" 3'-6" 3'-6" 11 '-0" SECTION A-A '/z''=l '-0" Note: Contractor shall ver-ify all controlling field dimensions before ordering or fabricating any materials. #7@ 9 Note 2 2'-0" OE:SlGN DETAILS _L_ Top of Structure 6" Approach (exist)~ I r Top of deck (exist) ~j ti-------i! o~-------·--~-~rl! r-- 1 I t :I I "' ,_e, ~, 0• Jll tot 3 ____,,,/ : , , I (Abutment 1 only) ( -~---i--·p " 1 1 1' O" b ·,, i -! - 1 ·, 1 r 2,_0 .. 0 i -+----+-I : , , : #6 dowel -----.. 0 ' N 1 1 1 1 drit I and bond J I / in 9" deep hole -+-,---•,--on 1:3 slope typ (tot 22) i i I i -t---.,-- ~ L ! ~6 x 3'-o" dowel u 1 1 1 drill and bond g_ ! ----, ---♦, _, in 9" deep hole .,, typ ( tot 8) "'r ,-r _____ J 1-4--lt i----··7 -, _j -,-1-----1-t--J.t-, -----t,---r 0 i 1 1 1 1 1 1 , ' r+------+-----+----+-----+--< ---~ .-! I l 1 L. ____ ;:::·F-:' ·_:·r·-~----J Note: Roughen exist _J i i i i ii 7 concrete surface to l:::::~ . .J l .. ,j::::1 O 1/4" empt itude • • 1 6" 2'-0" 2'-o" 2'-0" 2'-0" :- typ SECTION B-B Structure Approach Slab Blackout for joint sea! assembly {MR=3") 3" Bondin9 on smooth finish Alternative 1 ~-+-~~~Temporary Bumper with inserts J. Won 1/4" X 3" Expansion jo1t filler Ys" x 1 '-0" Neoprene strip. Place prior to bockf i 11 ing the abutment bockwa 11 and ins ta I\ ing the temporary bumper. (Fold neoprene in-to chamfer) C><EC,<E:O L He JOINT 1" Chamfer Abutment Bock war I PROTECTION DETAIL No Scale ~ TRANSPORTATION Koso!rom Krishnan SIGN OFF OATES: "YE. Londos CHf~"'\(on ~ CORRIDOR ~o-u-.-.-, -,,-,-cs+.,c-,~==~-----+,:,"c.,,:,:,_;;,,,;:=~------i • AGENCIES H. Coman K, Krishnan PROJECT ENGi NEER STRUCTURES DESIGN DETAIL SffEEl (ENGLISH) (REV. 'U,?/98) ORIGINAL SCALE IN ]m;H[S FOR liEDlJCEO PLANS cu 12332 EA 0G0131 POST MILES TOTAL PROJECT SHEET TOTAL No SHEETS 15.0/1 7.4 19. 7 /23.0 232 288 Expanded Polystyrene some thickness as bearing pod NEER PLANS APPROVAL DATE The State of Colifornio or ;ts offlcers or agent slloll not lJe reSj)(XISible for the occuror:y er <»lf)leteness of electronic copies of this pion DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 / 14 Go (0.079") Go!vaniz:_ed sheet mete! over bearing pad. Coat top of pad with Level area silicone grease. Bearing pad SECTION C-C Abu-tment backwal I ft Bearing Pad is parol !el to (t of girder web---......,,.-· / / / Expanded polystyrene /,, ':,_ ,0 Edge of galvanized sheet metal BEARING PAD No Scale Notes: 22" X 22" X 4" steel reinforced elostorneric bearing pod DETAIL 1. For abutment drainage detai Is, see "Structure Approach Drainage Details" sheet. Abut brg 2. Footing transverse re inf Sha I I be placed normal to center tine of abutment. Provide additional #5@9" {tot 6/ parallel to edge of footing) at each end of abutment footing. 8RlOGE NO. 55-759R NEWPORT COAST DRIVE UC (WIDEN> POST MILE 21 .53 ABUTMENT DETAILS NO. 1 7 29 Note: 4" Expanded - polystyrene 1 3-1 Deck closure :i:t5 II to :o~r~ #5D • - - ---I -----,/(-------------------------- / ( ~#6\_~ 6 r··-----------·-· ,, ~ =,.~ ------------ '----. • \' t.: ' /.//'t(~f~ // ,, rm #4- ::-:' .)#6 t==:=j1 ' I'"} ' ' ' ' : ,,___ ' I I\'\\~' ~!~~\:,, y' " ,-~ ' ~· A I to _, N 10'-0" #9 tot 5 -' \" + 5 -~-' J \ I ,, __/ , ' INTERIOR SHEAR KEY 71 1/,''=1 '-o" 2" Cir Min Re inf Match with Girder Recess Match with Girder Recess \ \ I :Jl-K Note: For dimensions, see "Beveled Recess" on "Typical Section" sheet. DETAIL 1 1 "=1 '-0" Notes: 1. Reinforcing bars may be adjusted as necessary to accommodate installation of the joint sea! assembly upon approval of the joint seal shop drawings and as directed by engineer. 2. For more information, see "Abutment Details No. 1", "Abutment Details No. 3", "Abutment Details No. 4" and "Bent Details No. 2" sheets. 3. For Sections E-E, F-F, G-G and H-H, see "Abutment Details No. 3" sheet. Legend: Existing structure . ----; 1" Expanded polystyrene I J ½" Expansion ·oint fi ! ler s 1/2" Expons ion im Joint fi ! 1er 1 Expanded @ polystyr:ene v-' same th1ckn as bearing pad Abutment reinf Abutment re inf #8 tot 6 Extend to edge of deck 2'-0" #6~~2 Note 1 11/2" cir #6 □@ 12 Pres tress anchorage recess and grillage END ------------------------- r--1 ' ' ' ' : ,J ' ' ' ' ' ' ' ' ' ' ' ' _____________ L ____ L 1 ' ' ------;.,,.--- _________ ,/ #5 Ir tot 3 .,5 rm Detail 1 11Sim I tot 5 10'-0" tot 5 Note: For information not shown, see "Interior Shear Key" EXTERIOR SHEAR KEY ½"=1 '-0" (( Abut brg 2'-0" Limits of transverse deck reinf and distribution bars Continue deck longitudinal reinf into diaphragm 4" fillet #6 0@ 12 ""c/-1---~#6 D ~ 6 1½"-1 11'-2" c!r ~ @ each girder #8 -...___,,,-tot 8 DIAPHRAGM DETAIL ½"=1 '-0" ~ 8'-0" #5 -' r- -8'-0" ore--@. 6 Place para I lei to It Girder & space along (( Abut brg Continue bottom s I ab longitudinal reinf into diaphragm POST MILES TOT Al PROJECT SHEET TOTAL No SHEETS Bottom of footing PLANS APPROVAL DATE 15.0/17.4 19.7/23.0 NEER The Store of Califaroi'a or its officers or agent sm11 rot bfl respar,sif)Je for t"1' accvrocy or corr,Jet(!f!eSS of electronic copies of this plan OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 VltPile I l #6 spiral i SECTION D-D ½"=1 '-0" i[ ;.-, "' Cut-off Elev C " I") .E +-" '-u C 0 u f 1 J:: +-, "' "O " "' 4- " 0 J:: "O " '-0 233 288 Note: Spiral shall be lopk'ed at least 80 wir-e diameter-s. Spiral ends silo! I be 135 hook with a 6" toil hooked around a longitudinal bar. 24" CIDH CONCRETE PILE ½"=1 '-0" 0 Contractor shall verify oll controlling field dimensions before ordering or fabricating any materials. r-----;---------T------------------------,-:::::::::--r,:---------r;:::o:a:--------,-------------,-------------"T-::::::::::--::::-i-------------------------------1'~" I SRIOCE NO. '"~":;'"'"J0 ~£iii,~ TRANSPORTATION Kosolcom Kdshnon 55-759R NEWPORT COAST DRIVE UC (WIDEN) ~ / / 1----+--"'--"="'------+---'-'-,'°"''------l ~ CORRIDOR PROJECT ENGINEER j:::E;,o!,s,~v1[;,.:,:t----;;~;-;-:~;;;;:-:;-:;-::--=-=:-:-::;-:;:---::-;---;::--::------7 t-';";," ~;';''j";,":;:' 4 :--:;;"'::: 8 -;;;;;:;--;;;;;:;:;--;;;;~;;;;;;-----------------L---L.~=::....--~~~~~:;;--t--,--r-r--AGrE-Nc_1ErS7-tfcj"i"~~-----t7i;21~.~53:;;~;::--=-A:.:B=iU=T:;;M~EWN~T~D~Eii:TiA~l~L=S;::::N~0~-=2p;!q~~w" ; I STRUCTURES DES!G>I DETAIL SHEET (ENGl.!511] (RE:V. 9/2~8) CLJ 1 2332 DISRECARO PRINTS BEARING RHISIOI! Dil£S IPREtlUJNARY S;AGc: ONLY) SIIE[l Cf ~ L ------------------------r-------------------------,-----------'------'-----.C...---~_JL.!E=fiA'Ti':O"G~0~1;;3':'1,:;;;;;;;-;;;-;:w;;;;;M;:::c;:,;,k;':;"~'~";;;':;~;;,::".-', 00c::'~·;"~';::,-::::,.,;.__,f'~'-~·;•~"~· ~·~"'?;;·•~01::•-:-•:t•:::·•:'.:·•::L_.L_J__L_L_L_:B:__L2~9::__J~ I F' I LE = > P: \6001 9152\Codd\St~uc-t'\Sheet \Newport Coast Dr i ve\55-759R-f ~a01 dt02. dgn OESJGN ,, CH£CK£0 J. Wang L. He DETAILS ,, CH£CK£0 ,. Lanclos F. Kon QUANTITIES ,, CH£CK£0 H. Coman '· Krishnan OR!G!HAL SCAlE 111. INCH£S FOR R(OIJCEO PLANS / 2" expanded polystyr-ene / / I #5 tot 17 #5Dtot 6 -11 1 '-0" typ / / Bockwal t r-einf 1" expanded pol ystyr-ene- (between key block & backwol I) SECTION E-E ½"=1 '-o" -----'----Wingwoll reinf, see "Abutment Wingwal I LOL #10~@ 9 01 Oetai Is No. 4" sheet #10t Extend to q:_ Abut brg #5 tfnl tot 3 @ 9 #6 L tot 3 Extend 1 '-6" into footing "' ' Backwoll reinf 1" expanded polystyrene Abut brg Bockwal I r-einf Backwol I r-einf #5 tot 6 Extend t '-6" into footing ( between key block & backwal!) #59,1:~; .. 6 typ 4" chamfer Note: :11:5 tot SECTION G-G ½"=1'-o" Contractor shall verify all controlling field dimensions before ordering or fabricating any materials. I <i. Abut 3 J_ brg Legend: DESIGN DETAILS OUANTITlt::S Existing structure " J. Wang ., E. Londos " H. Coman #5 :rm tot 1" expanded polystyrene (between key block & backwolt) Retaining Wal I, see "Abutment Oetoi !s No. 4" sheet l ~ RWLOL B0-3 #6__ij@9 -~===o,~-••I-------c ~ ~~~t 1 Retaining Wal I Type 1 footing (Note below) tot 1 O #5rt 5 SECTION F-F 1/2"= 1 '-0" :11:5 tot 5 Extend 1 '-6" into footing #5.91:~; .. 6 typ "' "' 01ST COUNTY ROUTE POST Mll..ES TOTAL PROJECT 12 ORA 73 15.0/17 .4 19.7/23.0 ,Lo., M NEER PLANS APPROVAL DATE The State of Cofifornio or its off,'cers or agents shall not be re${)()11Sible for t~ ocr:urocy or crJlf)leteness of electr171ic Cl)f)ies of this pion DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 8'-0" 4'-3" Abutment footing RWLOL SHEET TOTAL No SHEETS 234 288 ~ote: For Type 1 war 1 heights, see Abutment Details No. 4" sheet. PARTIAL RETAINING WALL FOOTING LAYOUT #5~rrn tot 3 l" expanded polystyrene (between key block & bockwal I} #5 tot 17 #5Dtot 6 - I I 1 '-o" typ SECTION H-H ½"=1'-0" 2" expanded po/ ys tyrene Abut 3 brg "' ' ,.., l"1 ~ 3" cir typ I j 24"¢ CIDH pile 4'-6" #8 @ 14 2'-6" 8'-0" 13'-0" SECTION K-K ¾"=1 '-0" Retaining Wal I Type 1 #11 @ 7 (H #9 @ 7 (H 24'-0") 20'-0") #8 @ 12 2'-6" 0 30'-0" 8'-0" (min) Detai I 2 Beveled recess Top of structure approach (j;_ Abut 3 ! brg Concrete Barrier Type 732 #411@12 ROUTE POST M[L£S SHEET TOTAL TOTAL PROJECT NO SHEETS 73 15-0117 •4 235 288 19. 7 /23.0 PLANS APPROVAL DA TE The State of D,lifcmio or its officers or agen sholl not tJe respoosible for the occurocy or C(]llflleteness of electronic c:,pies of this pron s #5 D tot 4 #10 tot 2 Top of bridge deck DMJM HARRIS Beve I ed recess Match deck overhang 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 0 ' ;.., , , , ' • ' ' ' ' 'L:::t~~' . ' . , \ , #1 o __J ~--;---;~~-t~:' face #8 @ 9 outside face #6~tot 2 #4 D@ 12 -J> ' ,, ' ,, WINGWALL ELEVATION OG & FG 8'-0" H=4' 48'-2" Type 1 8'-0" 8'-0" H=8' H=12' 4'-o" -t!p H=12' Footing step (typ) '/.''=1'-0" Retaining Wa! t 8'-0" 8'-0" H=16' H=20' Note 2 4 '-3" H=24' (l Abut i brg i ! RETAINING WALL ELEVATION (MIRROR) 1/,"=1 '-0" Note: Contractor shal f verify al I con+rol Jing field dimensions before ordering or fabricating any rnaTerials. : ___ /Slope oc~ ' ,_ NE ~xponsion® JO Int 3-4 Slope paving " OES IGN J. Woo " #10@ 9 Beveled recess Note 1 inside face ------J~ paving WWLOL L-----#8 @ 9 outside 00 Slope ID paving 5 face > Geocomposite drain, 'LJ1 or fr see "Structural Approach Drainage De-toils" sheet #~ tot 2 J~ SECTION F-F Concrete Barrier Type 732 Geocornposite drain, see "Structure I Approach Drainage Details" sheet Match deck overhang Type 1 § Retaining B _, wall Concrete Barrier Type 732A Roadway surface Geocompos l te drain, see "Structural Approach Drainage Detai Is" sheet RWLOL ~ ~ L +- ..0 u ~ -E r<) -g .0 E w Type_ 1. §3_1 Retmning wal I RWLOL Slope paving SECTION 8-8 ½"=1'-0" Notes: DETAIL 2 0 ' ½"=1'-o" Type 1 Retoining wol I reinf typ l"'"'l #6 tot 2 #5 tot 4 both ways, top & bottom 24"¢ CIDH pile 2'-0" #6~12 SECTION C-C ½"=1 '-0" SECTION A-A 1. For beveled recess, see "Detail 1" on "Abutment Details No. 2" Sheet. 2. For wall footing layout and reinforcement, see "Abutment Details No. 3" sheet. CHEC.:EO BRIDGE NO, Koso!rom Krishnan 55-759R NEWPORT COAST DRIVE UC (WIDEN) CHECKED DETAILS L Londos L. He ~ =-"'="'-------f-,,'f,;·-='a=n"-------f, CHEC1'£0 ~ • SIGHT Jon H guchi 'l /4/c,e, TRANSPORTATION CORRIDOR AGENCIES PROJECT ENG I NEER POSl 1,1[LE 21 .53 ABUTMENT DETAILS NO. 4 QUANTITIES " "· Coman S!CN OFF DATE STRUCTU!IE:S OESJGtl D£TA1L ~EET {ENGLISH) (REV. 9/2/9111 K. Krishnan OR1G1NAL SCALE IN lNCIIES FOR REDUCED Pl-ANS cu 12332 EA OG0131 F 1 LE .c > P: '\6001 9152'\Codd'\Struct'\Sheet\.."lewport Coast 10 29 0 0 #11 conT tot 16 (8 bundles) Outside face of exterior girder l[_ Bent 2 ::)_ __ Bottom re inf shown #7 fg stirrups / reinf shown I i,.-'t Column PLAN '!.''=1'-0" [---lt Column tot 16 #7 mm stirrups 11 @ 5 11 @ 5 typ Note 2 No-te 2 #14 cont tot 16 {8 bundles) disconTinue bundled bars at outside face of ex+erior girder Outside face of exterior girder C 1 osure pour Column (exist) For closure pour details, see "Typical Section" sheet B Rte 73-.... i,.---i Column -1) ~ : (ex;st) -.:_~;:~==;;;;~~~~-""__::--,io0L_t===:---;---:==-_j __ -::'.:'ij~c-~~-:r' : ,._ C • L C #6 ~ot 9 E a typ 0 3'-0" 0 ~ C "' 0 <! E 0 00 +-Cl 0 f u 0 • .c ~ ~ 0 # 0 • 0 Cl 00 0 z Not al I pl fes shown ELEVATION Note: Contractor sho! ! verify all control I ing field dimensions before ordering or fabricating any materials. OtSI ERSIGHT Jon Hguchi q(q,/oS SIGN OFf DA.TE STRUCTURES 0£SIGN ll[TAlt Slff:E1 (ENGLISlll (REV. 9n/9BI ' .,,,. ·;t· -·---., ..... ___ \ 3'-0" tot 7 \ \ \ ' \. 4 #7 -=I, typ -::::'J ~-~---i-------J 0 _, Main column vertical reinf See "Footing Detoi r" on "Bent Detai Is No. 2" sheet BENT 2 ., CHl':C!t£0 OESIGN J. Won M. Wise Ctl&Clt£1) DETAILS E, Landos F. Kan QUANTITIES ., Ct1£CK£0 H, Cooon K. Krishnan Oll!GlNAI. SCALE IN ll'IC!if.:S FOil IIEOI.ICED Pt.o.NS ...... -------- -., ________ ,.. •• 1., ________ .. <---y-~ 1 ! ! [____ .. J TRANSPORTATION ~ CORRIDOR AGENCIES #11 total 84 (42 bund!es} #7 hoops PLANS APPROVAL DA TE POST MILES TOTAL PROJECT 15.0/17.4 t 9. 7/23.0 NEER 1fle State of Califomfo or its officers or ogent sh/J/1 not be respMSibJe for the accuracy or carf)le'-SS of electronic copies of t/lis plan DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 ~~ Column 8'-3" #8 Interlocking bar tot 18 N SECTION A-A 1/,"=1 '-0" Notes: 1. For Sections B-B and C-C, see "Bent Details No. 2" sheet. 2. For Section D-D and cop end reinforcement, see "Bent Details No. 3" sheet. 3. For 24"¢ CIDH concrete pi!e, see "Abutment Details No. 2" sheet. 4. All splices and hoops shall confirm to "Ultimate Butt Splice", Legend: ex Existing structure Bundled bars SHEET TOTAL No SHE.ET! 236 288 Kosalram Krishnan BRIOGE NO. 55-759R NEWPORT COAST DRIVE UC (WIDEN> PROJECT ENGINEER POST W!tE 21 .53 BENT DETAILS NO. 1 cu 12332 EA OG0131 DISREGARD PRINTS 6£AIHNG EARLIER R£VISION DATES -12· 11 • 29 F I LE ""> P: \6001 91 52\Cadd\Struct\SheeT,Newport Coast Dr i ve'-55-759R-h-b0 l dt01 .dgn Note: I It Bent I I 3'-9" i 3'-9" I I i ~* I '° ! I ; I Typ top I sla: ceinf----....,~~ ' I ' " f • iii •' _7j -:~ i *~ • • • r " • 'I ---------4" fi !let I 2" cir I-... -......_,~ r---typ E typ -1.i;:~+'s-----+----l---t----+-AI #14 -cont tot 16 ~ ~ ) ~ (8 bundles} #8 tot 10 : I I : , ~-+~•-l----#10 tot 7 ~ Alt ties ,: t----#7~ ;::,tirrups : . I , Typ bo~+om / stab rein/~ '---#11 cont tot 1 6 {8 bundles) ' * Indicates clearance to main cop reinforcement. I SECTION B-B ** Indicates clearance to #10 tot 7 Reinforcement may be adjusted as necessary to accommodate prestress ducts as ctirec-ted by the Engineer. ' ' 2" cir typ I • • , ' Column main vert _ _.. ..... J,,., reinforcement_- 1/,"=1 '-0" It Bent I 4'-6" Lap I ! ! : : : ,,,u---~ I / . - . SECTION C-C ½"=1 '-0" ' . / ' . ----#4 1 J-bar tot 5 a I ternote ver-t i co I Jeng-th 2'-4" and 2'-o" Note 1 . I/ . I/ : #7~stirr-ups I , ' Note: For infer-motion not shown, see "Section 8-B". Not al I column re inf shown for clarity. Contractor shalt verify al I control! ing field dimensions before or-dering or fabricating any materials. n DESIGN J. Wano n DETAILS , . Lanctos OUANTITIES .. H. Comon 0 ' "' i FOOTING PLAN #5 1 Headed bar reinforcement hook around top and bottom mot at each intersection y-(l Column = ! ll Footing /=+--~ ' Note: Contractor shal I submit the sequence of construction of CIDH piles for approval. Note: DIST COUNTY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT 15.0/17 .4 19. 7123.0 SHEET TOT AL No SHEETS 237 288 < cu,_~ v,,,,_j/ 09-02-08 -~"' RE!'.GJSTERED CIVIL £Ny)1NEER ,,,,i,of£SSio...,., u ,,.? ( t \ !::! JU-HWA WANG ~ PLANS APPROVAL DATE ~ ~o. C 65377 '.;;/ xp. 09-30--09 '- ll'ie Stote of CClifom,.o or itsofficersorogerrts -tt CIVIL "' sf'rJ!I not be respot15ible for the occurocy or J)._, ,..., COl!f)/efeMss of electronic fXl{Jies of this ploo sheet, 'tor-CAL I~ DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 1. Place #4 1 within 8'-3'' on either side of Ck. Column oT same spacing as stirrups, tied around top longitudinal deck slab reinf. of top reinf. Placed outside o: column area.) l")u / i r#11 r---i tot 23 \ (#11 r--i tot 31 3" cir L l typ +-c E ;.-., " D E 6" max -typ ~ _j_ ' • #11 L__J tot 46__) ;al (23 bundles) Not al I piles shown #1 , L__J tot {31 bundles) FOOTING DETAIL • i I d---, !, l--#5 @ \ each 12 face 0 Edge of deck l Bent.=) __ _ Outside face of exter-ior gir-der Note: 14 # ( vert un e "11 (b di d) bundles}-. I --I 0 ,lt / , ,_ -- ---> ' . , , ' \~ ,1 l I,/ '"),' , jjl II ,; , 0 ,, - -, I - \ ' .;".-".'.r , '•• --, ., , / Ok main column Ho re hi wh inforcement (as gh as possible} en inTerferes with r prest ess ducts ' I i,...--l Column " i' , T --' 1/,; ,,, l ~ ,, /; II II '~',, , ' ,, I , ' ' ' \ -' , ' - ----- i -J it ~ ~ ' -~ / i - --- I I SECTION D-D 1/,"=1 '-0" #-7 stirrups Note 1 / / / / / - - -- / /'--l Interior Girder Path of PIS ducts & Edge of cap " 7 stirrups , - Lt Bent --- #8 hoops (ver+ bundles} Edge of cap Whenever occurs~ #7 ;m @6 Adjust vertical leg length "6 X 6'-0" @ 51/2" top & bottom place nor ma I to Cf. Girder l-l--=--"-hl'--~ ar ~ u~ DIST COUNTY ROUTE 12 ORA 73 R G[STERED CIVIL EN PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17 .4 19. 7 /23.0 The Sterle of Colifonrio or its officers or ogen Sholl not be responsible for the accvrocy or (;,:tlf)/eteness of electrook copi11s of this plan DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 SHEET TOTAL No SHEETS 236 286 (1. Abut_____;__.>. brg \ ..---__L---J Edge of ~~~!rfir ~ Abut 3 \ deck girder brg _ _.. .. \ \ \ #6 X 8'-Q" @. 51/2" top & bottom p I ace normal to ft Girder ' \ \ \ ·, \ top & bottom --- \ ' \ \ ' ' ' \ \ \ 6'-0" "6 7~ top & bottom ~ 1 (1. Girder \t_L Bent cap reinforcement 'l Column ---....J,, /"I as required Closure pour Whenever occurs~ #7 ;m @.6 Adjust vertical !eg length as required CAP END REINFORCEMENT Outside face of exterior girder Extend alternate top tr-ansverse relnf 2'-0" into diaphragm, remainder of bars to stop 3" from face of diaphragm typ Note: ' ' ' ' ' ' ' Face of diaphragm DECK CORNER Face of Typ deck diaphragm re inf REINFORCEMENT ¾"=1'-0" 1. For bent cap stirrups, see "Bent Details No. 1" sheet. Legend: o: Bundled bars 0 w Contractor shol I verify al I control I ing field dimensions before ordering or fabricating any materials. 1-----------------,.--------------------------r-----,-,,-----------r""'""::--------r---------------,----------------,r-,,,,,,::--,,--,---------------------------------1! °'""Q;;;;;;"''., Jo,"G.l~:;;' tE;;::.;:rrr.:t_N_E_W_P_O_R_T_C_O_A_S_T __ D_R_I_V_E_U_C __ <_W_I_D_E_N_>---1~ DESIGN " C><&CKCO BRIDGE t!O. t.!. Wise TRANSPORTATION f-;:';;:;;,;;,"';;,.;;;,f'~~;;:'~=="l~oc;,~~~.~:-;;.~;"~'~":~:,7,,;,~.~.; .. ~,~-~.~n;,,,,:;:;.,:-------------------------.L.---...J-~~'-"''-----...J~~~~~;:;;:;;---t--r-T-..,.-,---r-7-7'cu7:;j''i,---------t;~;;;;;:;:;;~-;-;;:;:---7B1=:E;:;::NJ1TyJjIEoD11ilJE:1EjiT~A1!!!:jl~Lsl:]S¥=N::;::o=.;::=3:;::=::p•~"'[!'~' +~•~I L-----------------------,------------------------,------------"----'---~'------'--.l..=m-ci'"'s'-f'=======±===::-;-=:.===~:a:;:g;,_:,:~::,:±~.::J.::..::.:::L_.L_JL..J_...L_..L...:1_:3'....l-.:2.::9..J~ J. Woo " CHCCKl'.0 ~ Kosalrom Krishnan 55-759R DETAILS E. Londos F. Kon CORRIDOR PROJECT ENGINEER POST MILE QUANTITIES ,. CHEO<l'.0 AGENCIES 21 .53 H. Comoo K. Krishnan ORIGlw.t SCALE IN !NCttES cu 12332 FOR llEDUCED PlANS ' EA OG0131 Concrete Barrier Type 732 1/.t drip groove Note: 1 '-5" conduit 5'-3" 0 _, "" ' co 30'-8"± 27'-8" (Widening) ~ 00 3'-0"± Closure pour Match existing 4" Fi I let typ 1 '-0" 8'-9" 4'-9" Const Jt (typ) 1 '-0'' !i_ NB Rte 73 Temporary rai I ing Type K, see "Road Plans" Profile Grade ~ "' ' N %" Deep x 1 O" wide beveled recess, (1 :1 bevels) on on face of girder- Soffit ROUTE 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17 .4 19. 7 /23.0 The State af Col {foroia ar its efficers or ogent Sfla/ I oot be respansil>/e for the accuracy or crtBPlefeness of l!lectrooic copies of this pion OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 FALSEWORK RELEASE & CLOSURE POUR A I ternate 1 : SHEET TOTAL No SHEETS 239 288 Folsework shal I be released as soon os permitted by the specifications. Closur-e pour sho! I not be placed sooner than 60 days ofter the falsework hos been r-eleased. Alternate 2: Folsework sha! l not be re teased less than 28 days ofter the lost concrete has been placed. Closur-e pour shol I not be placed sooner than-14 days ofter the folsework has been re I eased. 2'-10½" 7'-1 o" 7'-1 O" 2'-101/2" BEVELED RECESS Notes: %"=1 '-0" TYPICAL SECTION Concrete ~-r~c.c.i Barrier Type 732 #6 x 7'-9" bundled with each alternating top transverse bar #5 cont tot 12 ,,.---It Girder Y" #6 tot 2 ' girder Additional top longitudinal reinforcement Note 1 #5 cont '- u tot 2 per-boy "Beveled recess" #6~tirrup \ %" drip groove hl J typ v #-5 @. 9 max typ #8 ea ¼"=1 '-0" Q #5, 5=10 ~ ~or l Girder i i I \~~" I #4 tot 4 per boy #5 tot 8 Place bars perpendicular to the~ bridge Remove exist concr-e-te Exist tt"'ansverse reinf to remain undamaged Const@ Jt 5-2 #5 cont @ 1 8 #5 tot 2 Closure Pour Note 2 ------------, #5 cont \ , tot 10 \ #5 f:t;---\\ ( \ \ \ \ per bay #67 1stirrups ® ' u = L 5-5 spacing & location \ to match bottom \ \ \ tronsver-se bars \ <. \ \ \ ' Const jt typ \ \ #5 cont u #8 cont tot 1 ~..:: ea girder .-u to-t 7 per boy Additional bottom longitudinal r-einf Note 1 \ \ \ \ \ _____ " \ ______ -j New tr- 1. For additional longitudinal reinforcement, see "Girder Reinforcement" sheet. 2. Remove deck along a straight I ine and protect al I existing transverse deck reinforcement, Only surface sow cut al lowed. Legend: W~ Bridge removal {portion) 2$ Tight wir-e ties 3'-0" C ! osure Pour- : ' ' I : ' onsverse ' ' 1 2" -Existing tr-onsver-se reinforcing ! ,~;-, --L_ Face of / r-einfo rcing ' , ' r_:➔;:::::±=::::::,l.~===::.:Jt===4(::_-tt-\:·· !, ·-·--1 _ existing --r girder- Face o f gir-der :ss::::: ' "' new ' i ) ( ' ' ' #5 lonQitudinol bar (min 2@ top and bottom) See "Part Typical Section" for-reinf bars not shown ___ _,., ; i J Secure existing ond new reinf with tight wire ties right before the closure pour CLOSURE POUR REINFORCING 1"=1 '-0" a Contractor shal ! verify al! control I ing field dimensions before or-dering or fabricating any materials. ~ 1-:..:...: _____ .:_ _____ .... ..:._..:. ____________________ ,---..,.~--------To, .. :.,."::;,,;-------r------------r-------------1-r_,~,i-;";;,:;:,'.!~;:;:. ~r-:'.::::-:::-::-:::-:::-::--:-:-:--:::-::-'.::-'.::-:::-::--:-r::-::::::-=::-:-i~ ""Cc'~~ '";~~:~r ~ ~::::::RRTATION ;;~~;~~·,:~::;;;" l--';:...;=-,~-:c:~c::,-"-1--N_E_W_P_O_R_T __ C_O_A_S_T __ D_R_I_V_E __ u_c __ <_W __ I D_E_N_>___._~ lii":i!~~'~'i.:' ~,:i!J«:/:4=/:o_B ____ ...J _____________________ ....11--.:-;. __________ ~---'!."..-':a"~"'~"!..'-_-_-_-_-_-_-_-_-..1-1-_,-".:.,""'-_-' .. ~,"·r:i.:,:sLh;n~,-n::::::~+-,-,--,--A;G-EN_c.,,E-S_r--t-::::-;-;-:;-;;--:;--------1-::::::2::1 ·-::':':::=:-:::::::----,1--=-:,T:;.=-y~Ep;}]~•~c~1.LA~~L:!Bc;;,,Ls'.µc';;Ed:1E.c;I.::.T::.T'=-o=-:,N:_:_:.,-;_:_:_i-;;"~-~(;-,_J~.:l_•::.'l-1! l (£ G ) {REV &) ORIGll!AL SCALE Ill JHOl£S CU 12332 OISREG/1,RO PRINTS BEARING STIIUCT\,JRESOESIGNOET,ULSll£E Hl]Sll _gn/9 rORREOl.lo:£0PL.oNS EA 0G0131 EJ>RL!ERREVISJONDATES -14 29 ~ " DESIGN J. Wong DETAILS ,. E. Landes QUANTITIES ., H. '""°" F l LE =<} P: '6001 91 52\Ccdd'\Struct \SheeT\Newpor-t CoosT Ori ve\55-759R-k-t sO! .dgn tic Abut 1 lG'-O" brg Flare (typ) vent holes typ ~-' \ Face of exterior girder (exist} 0 Stirrup spacing 3" "6 LJ or~ "typ" Abut brg 15@4 ' 10@6 15@12 0.4L 1 40'-0" Flare * (Notes 2 & 3) Face of exterior girder _____________ C Edge af deck _________ _ --------- ----------- GIRDER LAYOUT L1 Center of gravity of cable path is parabolic curve between points shown @18 max 15@12 30@8 0 ' "' 0.1L1 3" 20@6 #6 LJ or~ obtuse 40@6 15@12 See "typ" --'"---,---------+...L.+---==--+--=="--+--stirrup exterior girder spacing 5ef "typ" 25@6 70@4 70@3 st I rrup ---+----'==--+----'--""'-''---+---'-"""----l spacing (* Note 2) LONGITUDINAL SECTION Note: Contractor shol I verify al I control I ing field dimensions before ordering or fabricating any ma-terials. Horiz: Vert: 3/32"=1 '-0" 3/4"=1 '-0" " CMEC><EO DESIGN J. Wong c. Weber .. Ct<EC>lEO DETAl!.S L Londos F. Koo QUANTITIES H. Coman CMECl<EO '· Krishnan ORICINAL SCAt.E IN INCHES. FOIi !!EDUCED PLAN!'. Y tic Bent 2 L2 0.1 L2 3" 20@6 70@3 fl 30@8 = 1 70@4 ROUTE 73 PLANS APPROVAL DAT£ POST MlLES TOTAL PROJECT 15.0/17 .4 19. 7 /23.0 The State of California or ,'ts officers or oger,t. s/11:Jlf not be reSf)Oflsible fer the accuracy or carf)lefeness of electrooic ct9ies of this plan OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 PRESTRESSING NOTES Low Relaxation Strand: 270 ksi lack 8,000 kips Anchor Set ¾ inch Tota I Number of Girders 3 Friction Curvature Coefficient u Friction Wobble Coefficient k 0.15 0.0002/ft Distribution of prestress force (Pjack) between girders shall not exceed the ratio of 3:2. Maximum final force variation between girders shal I not exceed 725 kips Concrete: f~ 5.0 ksi at 28 days f'. c, 3.5 ksi at time of stressing Contractor shol I submit elongation calculations SHEET TOTAL No SHEETS 240 288 based on initial stress at @ = 0.876 times jacking stress. One end stressing shot! be performed at Abutment 1. Legend: Notes: Girder flare width in inches Theoretical point of no movement (See "Girder Layout No. 2" sheet) 1. For girder comber diagram, see "Girder Layout No. 2" sheet. 2. "*" use stirrups spacing for obtuse exterior girder on longitudinal section. 3. Additional #4 x 26'-0" (tot 12) bundle to #-5 obtuse exterior girder web horiz reinf (extend 3'-0" into bent cop, tot 2 places). 0 Note: f- LJJ LJJ Ceni"er of gravity of cab! e pot-h is parabo! ic curve bet-ween points shown L2 GIRDER LAYOUT 3/n"=1 '-0" 0.4L2 Ii:. Abut 3 brg ~i !-------------+---l------------------i---, : b spacing 15@12 @18 max 15@12 #6 LJ or~ "typ" 70@4 I 25@8 See "typ" -"-"-:C...'--J.--'==--,---stirrup spacing See "typ" 1 s@1 2 40@6 #6 LJ or~ obtuse stirrup ---i--'-""'-=---1-----"""''---4....L--1-----"'----'----spoc i ng exterior girder (* Note 2} LONGITUDINAL SECTION 0 0 0 "' C C \. 0 0 D Cl. Cl. V, V, +-5'. ~ j -" <{ ca' 0 0 C 0 Cl. V, N ;,;: +-C ~ <D ca' ROUTE 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17 .4 19.7/23.0 09-0 The State of California or its offiCW"S or ogent shall not be responsitJle for the occuracy or cupleteness of electronic copies of this pion OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 ;,. ;,. 0 0 0 0 "' C: 0 C C C 0 0 0 Cl. Cl. Cl. V, V, V, 5'. ~ ;,;: Camber I o/ "' \. D M +-j -" .. ca' SHEET TOTAL No SHEETS 241 288 I ine CAMBER DIAGRAM Note: Camber does not include al lowonce for No Scale folsework sett I ement. Note: 1. See "Prestressing Notes", "Legend" and "Notes", on "Girder Layout No. 1" sheet. 2. "*" use stirrups spacing for obtuse exterior girder on longitudinal section. 0 Contractor shal I verify al I con+rol ling field dimensions before ordering or fabricating any materials. Horiz: Vert: 3/n"=1 '-o" %"=1'-0" w l---------------,---------------------------,,----.,.,,---------.,.,=,::,,-------"T--------------,---------------,~--~~,=•~•io~,~,t~~,;~.:1---------------------------------i~ ""in;.;;,:~.. ,:o.:-,::;h; l-,,,55=-~75=9~R+-_N_E_w_P_o_R_r __ c_o_A_s_r_o_R_1_v_E __ u_c_<_w_,_o_E_N_>-13 '1/&4/"'r; ~';_"~~' GIRDER LAYOUT NO. 2 " t;';'""~~;;;'~';"~':-;;;:;;;-~:;;--;;;;;;:;;;;--;;;:;:-,t.;;;;:;-------------------------L.----l.""""-~""'-----~;:,::~:;~:::----t--r-7--,--r-,-r-tci:;;:,:jj,--------,';;;:;::~~-;;-;;;;:;---7=::;;::J~Tie:~m~;;;;~m1~~=;::=;::=;::=:p!l1l~:J;c:1~ ( OISREGARD PRJNTS 8EARJHO SHEU OF ti_ STRUCTURES OESIGN DETAIL SHEET (ENGLlSHJ REV. 91'2/981 E.t.RllER REVISION OATES ----ll" ·O! O}: ,I)& Oli· OHHl:J 16 29 ~ DESIGN CHEC~EO J. Waa C. Weber ~ TRANSPORTATION Kosa I ram Kr i sh non DETAILS " C.HtC~l'.I> CORRIDOR L Londos r. Kong PROJECT ENGINEER QUANT I TIES " CKtC~£0 AGENCIES H. C0010a K. Krishnan Ofl!Gll!l,L SCAI..E I" JNCIIES cu 12332 FOR RE:OIJCEO PLANS EA OG0131 FfLE "'> p:\.60019152\Codd\Struct\S!"leet\Newport Coast Drive\55-759R-l-g_lo02.dgn Bent 2 32'-0" 30'-0" #10 (8 bOIS pei boy tot 16) POST MILES TOTAL PROJECT 15.0/17.4 19. 7/23.0 NEER SHEET TOTAL No SHEETS 242 288 Edge of deck~-- -----------------------------------------------------------------------------------PLANS APPROVAL DATE ----------------------------------------------------------------------------------------------------------------- The State of Col ifornio or its officers or qgeflt shall not bs responsible for the acwracy or COllf)feteness of electronic CC(lies (J( this olcri ------------------------------------------------------------, L ~ 0 0. 0 <I) ' L ;.., ~ U) o u \.,,.----'I. Abut 1 beg ' \ \ \ , _____________ _ ·( ,. ,\ ' ' ---------· ----------------------------==-----------------------------------------------------.. "------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------- -------------------------------------------------------- 32'-0" ---------------- 32'-0" ADDITIONAL TOP LONGITUDINAL REINFORCEMENT Bent 2 30'-0" 1/,"=1 '-0" #10 (6 bars per boy tot 12) #10 cont DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 Notes: 1. Not ol I reinforcement are shown for cfority. 2. Additional reinforcement shot I be evenly spaced between the inside faces of the gir-ders. (4 bars per boy tot_ 8) --=cc-- \< 'k_ Abut 3 brg \ \ Edge of deck~-------------------------------------\ ------, -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------ ------------------------------.... ··, 30'-0" 32'-0" ADDITIONAL BOTTOM LONGITUDINAL REINFORCEMENT \ ' \ : ' ' . ' \ \ Note: 1/a"=1 '-0" Contractor-shol l ver-ify al I contr-ol ling field dimensions befor-e ordering or fabricating any materials. '----------------,-------------------------T"----r.,,---------"T,:::,:::,,,--------,,--------------,,--------------T"-:::::::::,-:;;:o-r--------------------------------1"' r-C>+ECK£0 1-~"~•~0~0,c..C~~•'-I ~ C. Weber ~ TRANSPORTATION Kosalrom Krishoon 55-759R NEWPORT COAST DRIVE UC (WIDEN) ' DESIGN .. J. Wong ERS/Gfff J guchi q/4/ee S!tiN OFF DATE STRUCTURES 0£SfGN DETAIL SHEET {ENGUSHI (REV, !IFZ/98) "' cr:K£Kong CORRIDOR c,R~O~J~EC~,;-;,~N~C~IN~E~E~R-------1-~.~,~,,..-:.~,.~,~l----------------------------------1 l---+.-'"---"="-----+-,"c','.'-"':'""r,"-shn-on----1. AGENCIES l-""'21'"'."'53"--1 GIRDER REINFORCEMENT " DETAILS ,. Londos QUANTITIES .. H. Comao OIIJCIN4L SOLE IN IHOIES FOil REOUCEO PL~NS cu 12332 EA 0G01 31 ~u 17 29 f cosing Tempor-ory I ifting ears ( Opt i ona I } to be removed and ground smooth after installation ( Typ) Limits of polyethylene ~-!--+-L..f !'-!-,--Welded joint. See Detai I 3 2" (Note 6) F.G. ~~-1J:o~ Waterproofing Note 6 ---"--J l_ Note: -'----,-c;cc===~Seol for grouting. 2" Grout at 2" gap may extend to outerface of steel cosing CLASS P/F COLUMN \ \ \ ' ' ' / ----- DETAIL 1 Steel casing PCC column Bocking plate Elliptical casing SECTION A-A OBLONG COLUMN Point of compound cur-ve ELLIPTICAL CASING DETAIL CLASS P/F COLUMN Radii R1 and R2 to be deter-mined by the Contractor subject to the approval of t-he Engineer PCC column ,,,. Grout Backing plate ; Note 5 ---- Polyethylene shal I be continuous when X is greater than or equal to 2" (Note 5) 1/2" thick polyethylene DETAIL 2 1/2" thick po I ye thy I ene column El I ipticaJ casing SECTION B-B OBLONG COLUMN Minimum inside diameter-of steel casing = 2 1/2" clearance to PCC column ROUTE 73 PLANS APPROVAL OATE POST MILES TOTAL PROJECT 15.0/17 .4 19. 7 /23.0 rte StQte of C<Jfifr,mia or its officers or agent S/'IOI I not be reS{J(}f)Sible for the occurocy ar cOlf)leteness af electronic cq>ies of this pl<n FRONT PANEL OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 It Vertical welded Joint BACK PANEL ;.--t-Steel casing ( Typ ) Weld bocking bar to lower panel only ~-+-Drill 1"¢ hole thru intersection of joint, for more than 2 weld intersection drill 2"¢ hole C TWO WELDED INTERSECTION JOINT l DETAIL 3 NOTES, 1) Appropriate injection nozzles to be provided on casing, but removed and ground flush following completion of grouting operation. 2) A! I voids between steel cosing and polyethylene, and steel casing and PCC column to be filled with grout. 3) Location and number of vertical and horizontal welds to be deter-mined by the Contr-actor, and subject to the approval of the Engineer-. The location of casing welds are for ii lustrotion. No skip welds al lowed. 4) Backing plates to be the same thickness as casing up to maximum ½" thick. 5) Contractor shat l remove 12" polyethylene strip behind backing plate if backing plate is closer-than 2" from face of column. 6) Water-proof limits for steel cosing. 0 Contractor shal I verify al I contr-ol I ing field dimensions before ordering or fobr-icating any materials. w 1---------------,,------------------------,----,,.,.,--------..,.,,,,,,,.-------,--------------,--------------,--:,,.,,,.-,,,-,---------------------------------1~ "~""; J~9~ ,_..,,,e:--=c-+_N_E_W_P_O_R_T_C_O_A_S_T_D_R_I_V_E_U_C_<_W_I D_E_N_> --1§ " Cl<EC1<ECD BRIOG<: »o. q/4/eB STEEL COLUMN CASING ~ SIGN OFF OAT£ 1 1-".,"='-,."''--,",.","-"-,-,-,,-,-"-~-"-,-,-,_-oc-,-~-,-,-,.-,-. •,,'-,-,.-,-, _____________________ _.._ ___ ._ .......... ._a... ____ .._ ___ --'----=-------+--.--,--,--,,--,---r--+-------------+-------------,-r---.,-,, -r "'-"o,",,/"2'-"-~"',['"~"'}~" "'j "~"]~' "'.{]~ "'}o'""'"~ -_-_ -.,.---_-_ -.,.---_ -_ -.,.---_ --.-i-"~~~ec;, ~~=•~=~•"' 18 29 ~ OES!GN J. Wong F. Kon TRANSPORTATION ., CH£C~&I) ~ Kosolrom Krishnan 55-759R DETAILS £. Londos F. Kon CORRIDOR PROJECT ENG [ NEER POST U!LE QUANTITIES " Cl<£C~£D AGENCIES 21 .53 H. Coman K. Krishnan OR!GltUJ. SClLE IN INC!i£S cu 12332 FOR 11£DI.ICED PLANS EA OG0131 ½" x 3" Flathead cop screws with insert assemblies (tot 4) Concrete Barrier Type 732 ecess 1/4" Recessed steel plate barrier, galvanized ofter fabrication (Note below) ncrete ½" cir under plate Blockout in barrier to accept joint seal assembly and anchorage -"' .c 0 +- "' ,,, >, +-Ll C E " 0 ,,, .., "' 0 ' Joint seal assembly edge beam, anchorage not shown ' ' ' 3' -o" Closure pour ·-· ----·-·-,. \ \ Closure pour thickening to match exist overhang Note: 1/4" x 12" wide backing plate on bolted side only. P/-1" gap on non bolted side) \. ' \ \ \ SEAL INSTALLATION Abut brg ¾"=1 '-0" Abut-3 brg Concrete bar-rier Wal I LOL --------,-I ---- ' ' ' ' ' ' ' ' ' ' ' ' ----~ ,_i __________ _ ' ' ' ' ' ' ' ' ' ' ' ' ' ' / /)--------,,, i.~ -------------------- PLAN ' ' ' ' ' ------'------... _ I 1 ,-------- ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' _____ J : \ -1> ' ' j \ C ' ' ' ' '' ----------------------~ Concrete bar-rier ~ Edge of deck DECK JOINT No Scale 2'-6" r 1" at maxi mum temper-ature 1 '-0" End of concrete bar-r-ier ROUTE 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17 .4 19. 7123.0 'The State of Cofifornio er lts officers or ogerit !ihJI I not be respons;bJe for the accurocy or Cf.lfP/efeness of electronic r;(){)ies of this pion DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 1 '-6" 1-#5 SHEET TOTAL No SHEETS 244 288 Structure appr-oach Deck Str-uctur-e approach 1½" II If," Steel plate barrier : I ' #5 x B'-0" tot 4 _ _[~':"'=±::/\=!:=it=~=ii~t=F=±=---j bridge side of joint -ll--1+----fl-----!--#S -= Limits of ½"recess -+------< 1 Deck joint t------+-Limits of 1/2" recess ' \ \ ·. \ \ Direction of traffic -- DECK JOINT LIMITS Edge beam for joint PLAN sea! assembly not shown 1"6"=1 '-0" See Note 2 Construction joint Structure approach (overhang) X 2' -0" #5 c::::=@ 6" 2' -0" Optional construction joint location #5~::@ 1'-0" #5,.,~ tot 7 2'-6" #4 c::./@ 4" See riQht side for-r-e1nf 1½" x 6" Key in overhang ~--I-See Detail D 2'-6" 12:2] Indicates Joint Seal Assembly SECTION C-C No Scale Note: Contractor shal 1 verify a! I contr-01 ! ing field dimensions before ordering or fabricating any materials. Blockout NOTES: 1) For detai !s not shown, see Bridge Plans 2) x is greater-than or equal to y BY C~EC~£D DESIGN "a" ELEVATION A-A No Scale 1 ½" cir- DETAIL D No Scale 0£S!E.RS!GHl J~ q/4/08 J. won F. Kon .. '"""'° ~ 1--"-•-•-•_cs_+,,'~·'-"lo~n~d~os~----+.::'c:·::'"'o~n~-----i, ev Cl<;:CK0:0 --·--............, TRANSPORTATION CORRIDOR AGENCIES SIGt-1 OFF DATf 1 STIIUCTUR£S OES!Ctl OETAI~ Sl!EET IENGUS!IJ (REV. 9/2/96/ QUANTITIES H. Coman K. Krishnan OlltGINAl SCALE IN JIIC!IES FOR REDUC£0 PLANS Kosolram Krishnan PROJECT ENG! NEER cu 12332 EA OG01 31 #4 X 1'-Q" tot 4 each side of joint Note: Reinf shown is in addition to slab i-einf SECTION No Scale B-B DECK OVERHANG AT ABUTMENT 8RIOCE NO, 55-759R NEWPORT COAST DRIVE UC (WIDEN) POST M1LE 21. 53 JOINT SEAL DETAILS OJSRECARO PRINTS 61:'.Allll-lG 511Hl ll'" EARLIER REVISION OATES -19 29 ! FIL£ => P: \60019152\C□dd\Strnc-t\Sheet\Newpor+ Caost Dr I ve\.55-759R-q: jntc+01 .dgn ~8" 1" Face of Barrier 4 ½" @ 6" max centers @ BOLT 2" VIEW & Stagger ¾" 0 open holes@ 18" PLAN PLATE LAYOUT 10" 3/1£," x 13" wide sheet neoprene B-B 1/16" Gap 11/,".0 Bor2x¼x5 Place anchor bolts for steel plate barrier on approching traffic end 2" ~ 10" )'stee~ plate i barrier r---,---,,-'~'".,...-------, l ' II II I C 11 11 ! l I! t> I 1 11 11 ! l 1 IJ 11 I l r:--, :: n ( ... _-) : I ... __ , 11 ,, --1 I IJ 11 I I 11 ti I I II 11 I J II 1 20° ¾" 0 A325 13/◄" reach. Torque to 150 ft. lbs. ~------ : Bar 4 x 3/4" ½" @. max temp- Exact width to be determined by the Engineer Norma! to joint 1/4" !Jill Bevel 4" 1½" D ! ST. COUNTY ROUTE POST MILES SHEET TOTAL; TOTAL PROJECT NO. SHEETS1 12 ORA 73 15•0117•4 245 288. 19. 7 /23.0 09-02-08 CIVTL PLANS APPROVAL DATE The Stote of Col iforrrio or its officers or ogen shol I rrot be responsible for tf1e occuracy or completeness of elecfronic copies cf this pion s DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 1%" liJ Recessed hole -typ. f---1-+ ¾" 0 Hof-e in bar and ong!es-typ. _I_ ---L".. Top of deck ~---: Paving notch or : Closure Pour limits---/ L4" x 3" x ½"_,,;"'-"'11"'1!--'"'-'W~ ' ' ' ' Use instol lotion bolts extended½" ~ min and coat with bond breaker. After '}---~"'=>cc+---Q] concrete has cured, remove installation 2x1/4 x5 ' ' ' : 2" clear ( Typ I Initial Pour Limits 1. "o" SECTION bolts, instal I A325 bolts and sheet neoprene : ' '<;:-}"',--Tock ~eld nut to angle at 2 locations 1/16 x 13" wide sheet ' ' neoprene i ' j--Closure pour I imits Match existing joint width for closure pour Expanded polystyrene A-A ' ' : ' ' ' ' ' ' : Note : Stagger anchor studs on centers thus ~ r 9"± l4½'±I • 1~½'±1 9"± I I Note A ~el SECTION E-E Joint Information "o" Dimensions plate barrier ½" cir __J ¾ x a½ x 18 Bend to match face of borrier Top of deck::) /16 Gap SECTION D-D Face of Borr ier L4x3x½ ~ Stop on high ~ side of deck plate barrier: ~-~6'_' --------.; Match slope of Barrier or Curb face Steel 4 X 3/, plate barrier- Tight fit '/,", '/,": ' Bar 4 x ½ See "Pion Bolt & Plate Layout" Bar 4 x ¾" ¾6" x i 3" wide sheet neoprene " "' 5 ,, 1/i6" Gap Tight fit '!.'' '/4" Movement Spring & loco+ ion Rat in~ Skew Winter Summer ( MR Fa! I Abut 1 1½" 30°02' 42" 1" 3/," ½" Abut 3 2½" 29°57'19" 1" ¾" ½" fil ~ Full penetration butt welds may be substituted for fi I let welds on al I anchor studs. Alternate types of anchor studs may be permitted subject to the approval by the Engineer. Joint sea! assembly to be used in conjunction with closure pour, {See other sheets for ! imits), Closure pour shol I not be placed unti I fine! deck surface is within the tolerances specified. Use joint at crown of roadway, at any change in traverse slope in deck and at changes in horizontal direction. P!ace other joints at or near lanes. Al I metal ports to be pointed or galvanized ofter fabrication. Sheet neoprene shot I be fabricated in one continuous piece or joints shol I be vulcanized. Neoprene sha! I be fabricated to bend around corners. 1" holes in neoprene sheets shal I be drilled or punched so that the neoprene is not distorted at the time of instal lotion. NOTE A Insert assembly or expansion anchorage for %" x 13/4" A325 bolt. HIGH BARRIER SIDE DETAIL LOW BARRIER SIDE DETAIL SIDEWALK DETAIL NOTE B Use the sidewalk Detail at al r sidewalk joints. Use the Barrier Detail at both sides if the roadway is crowned or if the difference in elevation between the ends of the seal RELEASE 1/08/07 DES!GN DATE DETAJ:..S FllE xa8-010e "'' SUBMITTED " OS 050 2\47A iENGLlSH) (REV. X/)(X/XX) I See Note 8 I ( See Note B } STANDARD DRAWING H.HE:RR C>'£C1<EO T. DELIS =====-'"-',C"'c','c"'-------r.,,,""'~"•'"o="-----1& Added joint information and "a" dimension R. YE:E CHEC~ED "~""'"" C. W. PURKISS DU[ T. DELIS 9/93 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS NO SCALE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 2 3 is 0.5' or less. DIVISION OF 55-759R NEWPORT COAST DRIVE UC (WIDEN> ENGINEERING SERVICES I-""~'~'"="~'..., cu 12332 EA 0G0131 21 .53 O!SRE:CARD PRINTS 8EARINO EARLIER REVISION OATES US-ERNA Mic "') LoncosE JOINT SEAL ASSEMBLY (MAXIMUM MOVEMENT RATING = 4" l 20 29 P:\50019152\Co, EB {As shown} BB (Opposite hand) Wlngwal I LOL .-.----+------------1----~--Face of barrier / ~ Structur-.e ..f. Approach 4,-\\·,,, Bridge 30,_0 .. deck l-\-,,____------"'"---"--------1 PLAN 1/,"=1 '-0" #5 Blackout for joint seal assembly --i~':=~~~;t~~-~~--~ #5 X 2'-0"@. 12 See Note for existing bockwal 1 __ ___,._, Bockwal l 5,---@6 #5 c:;, @ 6 Edge of deck overhang & edge of structure appr-oach (exist) \ \ ~ NB Rte 73 Match deck overhang JJ Lz _f' !.=£ TIE DETAIL Note: #5 dr i 11 and bond into existing abutment bockwal t No Scale BAR CHAIR DETAIL No Scale Note: 30'-o" Pay limits for Structur-ol Concrete, Approach Slab "Tie Detail" #5 bar choir-s @ 3'-0"± tr-ansversely and 4'-0"± longitudinally 3" slotted 2" cir #6 <'I 12 #S@ 12 plastic pipe I ,,/ Fi!te_r .,,,, fabric #8 @ 6 #5 @ 1 8 TPB (Treated Permeable Base) Geocomposite drain Concrete ban--i er Type 732 #5 cont tot 8 SECTION A-A ¾" = 1 '-0" Structure Appr-oach #6@12 #5 TPB ~ ~ Geocomposite drain #5 @, 1 2 @, 6 #5 conT tot 8 #6 X 1 Q'-0 @ 6 3'-0" LJ 2'-0" Wingwo1 l LOL SECTION B-B Notes: 1. For details not shown, see Structure! Plans. 2. For drainage details, see "structure Approach Drainage Details" sheet. 3. Longitudinal construction joints, when permitted by the Engineer, shaf I be located on !one lines. 4. The transver-se contact joint with new PCC paving, refer to Standard P!an P1 O. 5. At the contractor's option , approach slab transverse reinforcement ma>' be placed paral lei to paving notch. Spacing of transverse reinforcement is measured along It roadway. Legend: 1/::1//42 Limits of bridge/structure approach removal Transver-se contact joint Note 4 TPB Structure Approach #5 • #5 @ 12 ROUTE 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17.4 19. 7 /23.0 The State of Cot iforoio or its offtcers or agent shol I rot b6 responsio1e for the OCCl.tf"OCY or cOllf)lerofless of electronic copies of this pion DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANG£, CA 92868 4'-0"± Limit of approach s ! ab removal #8@ 6 Concrete barrier Note Existing Structure Approach Existing TPB SHEET TOTAL No SHEETS 246 288 Remove existing wingwall to 3'-0" below finish grade 7 Note: Protect a/ I transverse slab reinf in place and lap with new construction reinf. See "Longitudinal construction joint alternative" as the contractor's option. SECTION C-C ¾" = 1 '-0" • • New construction Ori 11 and bond #5 X 1'-9"@ 12 in 6" deep hole Existing structur-e approach LONGITUDINAL CONSTRUCTION JOINT ALTERNATIVE ¾" = 1 '-0" 0 Contractor shall ver-ify all controlling field dimensions before ordering or fabricating any materials. 1---------------,-------------------------,----,r,,::,,---------,-,,:,"'"""w:,-------,--------------.-------------,-,,::,,.,.,::oe,-,,oo:'".-r------------------------------1) ?"S'-\ '='•'-""'" J. Woo f. <aog ~ TRANSPORTATION Kosalroo ,r;shnao 55-759R NEWPORT COAST DRIVE UC (WIDEN) 3 ots,&-;,tERsicHT Jo&-+idmoguchi oETAtLs ,n,. Landas c><£c~£° CORRIDOR l-c==~+------------------------------1 I I 1----+:~--"'""'"--------+='=·"-'""""'--------1. PROJECT ENGINEER POST l,j!LE II s,o,w,;.,,q, "''8 ou'"""" "H, Camon ~K'.",r;shoao AGENCIES 21.53 STRUCTURE APPROACH TYPE N(3OS) 'l/ t;;;;,;:;;-~;;:;;;;-;;;;~;;;;;~:;-:;;;;~~=-----------------------L---..L-"'-a~"'------~~:;;:~;;;;;;---t-r-r-,-,r-,-7-7ciCJ12332--------t;;;;;;,;;:;~~~;;;:;:---i=:;;;::i~~~JE~~q!1~¥1=:;:=;::=;::::::ip;1i.!::r:~;:l~ STRJCTl.ff;S 0£SlCH DETAIL S!lEEl (ENGLISH) (RE:V. 9/2/98) ORIGIW.L SCALE IN INCHES CLJ 12332 DfSRECARO PRINTS S£ARJNC: SI-IEE! Of ~ FOO A£0\JCED 1'1./.tlS EA QGQ1 31 EA.RL!ER ~VISIOU OATES -tZ· l OJ· -06 06c 03 Ql-·OS 0HN:18. 21 29 ::) F l LE "> P: \6001 91 52\Codd\S-truc-t \Sneet\.Newport Coast Ori ve\55-?59R-s-s_ op01 • dgn ty~sim Wingwal l TYPICAL PLAN 3" Plostlc pipe {Slotted) Geocomposite droin---"&..il 3" Piastre pipe (Unslotted) 3" Plastic pipe {Uns!otted) Top of footing H SECTION No Scale No Scale Optional construction joint,see "Section H-H" '---~Fini shed grade E-E Out!ets,see "Rood Plans" NOTE: Bends and junctions in 3" plastic pipe are 2'-6" radius min. Geocomposite drain 3" Plastic pipe (SI otted) O!ST. COUNTY ROUTE KILOMETER POST TOTAL PROJECT 12 ORA 73 15.0/17 .4 19.7/23.0 :L,,,., M PLANS APPROVAL DATE The Stote of CotifOl'l'liO or its officers or SMII not oo responsibte for tile occurocy or ~leteflfass of electronic CO!)ies of this pion s OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92866 SHEET -foTAL NO. SHEETS 247 288 Drainage pad C 0 o, E "' " 0 L C 0 0 L ... "O E ... " "' ... "' X "' w "" #6 X 4'-0" tot 2 1 '-0" ''Drainage Oetai Is'' CANTILEVER WINGWALL SECTION F-F No Scale _.l---+-c~ Bend reinforcing 2' -0" Optional i const. joint --l to avoid pipes Wal I reinforcing L'---1-i-----: Wal I footing) ' ' ' ' ' SECTION H-H No Scale Top of footing 30'-0"-Llmlts of Geocomposite Drain End of Approach Slab---- 3" Plastic pipe ( Uns I otted ) '.---.,. 3" P!astTc pipe { Slotted ) Kxl----Geocomposite drain RETAINING SECTION WALL G-G Geocomposite drain See "Drainage Detai Is" Filter fabric Fi I tel fobr i C 3" Piastre pipe Drainage pad (Minor concrete) ' • (Slotted) TPB L_ ~~ 4" I 1 '-0" 4" l WITHOUT FOOTING WITH FOOTING DRAINAGE DETAILS No Scale Top of abutment or retaining wol ! footing 0 " ~ " 3 l-----------===:::::-====-----------,,-&'1'°".'.Mo-d'.':';".'.n:-ed"'."-::'"T:-y-p:-k-0:-1 :-Pl:-on-: .. :-,-:: .. :-Se-c".'.t;:-o-n-;F-::-F:::-"-, -,--;S;:;T;--;A;-:;T;-;E;-;;O;;;F:----,---D-I-V-IS_I_O_N_O_F ___ 1-Cci•;~~'_;i,;:&;9s'.;,~~::.r:N::E:::W:::P-:O:-R=T=-c=-=o=-A:-:S::T:-:D-:R:-l::V:-E:--:u:-c=--=(:W=10=e::N:-):-i:i "Section E-E", "Section G-G" CALIFORNIA "'""'""eo" STANDARD DRAWING RELEASE OES!GN M.TRAFFAUS C><ECt<ED E:. THORKlt.DSEN HUH~EO SY 4/ 23/ 98 OATE CKEet<EO DETAILS " R. YE;E FILE xs3-110 "· SUBMITTED " M.HA g~~~J>IG OS OSO Z1<7A (!.li;TRJC} (REV. 2/25/97) E. THORKl(.C)SE:N ~£?, 4./SUJI o,,icc CHICF & Deleted "Detoil B" DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES 21 ,53 STRUCTURE APPROACH DRAINAGE DETAILS ORIGIN~L SCALE: !N M1LLIIIE7ERS FOR f!EOUCE0 Pl.AAS 0 10 20 30 40 50 60 70 80 90 100 cu 12332 EA 0G0131 O!SREGAftO PRINTS BEARING £:ARLIER REVISION OATES -12· 22 29 USERNAME =') LondosE P:\60C-'9'.52\Cad 8'-0" ~An ~ope rounding Backfi 11 abutmenT to grading ,,,. _ ( 1' -0" p I one prior to p I acing ;-s-1 o_p_e_p_a_v_i_n_g_~..,: o.~ _cccccccc CJ i-~·-/2 ' ,' t-'--r-,-----,rr #-4 @ 1 #4 ~@ 12 For ~itch dime~sions see 'Rood Plans' 4"¢ PVC pipe down drain WINGWALL WITH ELEVATION No Scale DITCH Slope roving (exist Remove portion of slope paving {along side of wingwa\ ! ) BR 55-759R (exist) BR 55-759R (widen) , , , , ,,---;,;,:;;_"_,'::,-' a' ,' ' /,,,,,,.,,"':,,/) / / I , , , , / ,//, ,/ /(___ Constant slope / paving along side / of wlngwoll / ll------;;~--f!-1,f--Preformed grooves .~===~#==='r==#=====#==='===#,,/ , , , ,,,,, ,// f-----~--~-~----~'-"-<----1--"f/ • Or as directed by the Engineer to provide uniform spacing ~----+-~ DIST COUNTY ROUTE 12 ORA 73 R GISTEREO CIVIL EN PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/1 7 .4 t 9. 7 /23.o The Stote of t:o!lfornio or rts officers or agent $110f I n(Jt /Je reS{JO{IS;bte for the occuracy or COtJPleteness of electronlc copies of this pion DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 __,,.,..._..L 288 2" expanded polystyrene Face of abutment Oui"let 4"¢ PVC pipe typ Stiff broom finish. Grooves and broom marks to be para I le! to slope PREFORMED GROOVE Formed 0 ' Match roadway side slope Top of rolled edge _________,,...,.,,,.--. ,' ',.ci ------ #4 ~ 12 , ------ r'1/0 :;,.,;,-,C"'----6 X 6 -~1.4 X W].4 welded wire fabric e ger: 1----'-'-0"-=----± fo--'1----'-'-0"~± 4 I' ·-2'-0" : #3 cont TYPICAL SECTION CONCRETE PAVING No Scale Note: Contractor sho!! verify all controlling field dimensions before ordering or fabricoi"ing any moi"erials. PICTORIAL VIEW OF TYPICAL INSTALLATION 1 '-0" R=12" 6 x 6 -W1 .4 x W1 .4 welded wire fabric 2'-0" 9" 3" R=6" SECTION A-A No Scale No Scale Top of ro! led edge ¾" Edger finish Concrete pov ing {whenever occurs) ?II ~½"Expanded ;._I polystyrene Formed edge ½" Premo!ded exp join1" fi 11 r 1 '-0" thick cui"off * wa11 at end of W.W. -+---i' Edge of deck 2'-0" 1 '-0" R=12" Outside face of W.W. SECTION B-B No Scale *This dimension becomes zero when edge of deck is at outside face of W.W. No Scale Top of rotted edge Edger finish R=6" #4 @ 12 Formed edge 0 ' 1--------------,,----------------------,----=---------,==:--------,------------,------------,-,---.... ----------------------------1'/t ;,-,;. I O .......e.,.,: DRIVE UC <WIDEN> ! .. Cl<£CKCD BRIDGE NO, ~E:SIGHT 2:ZHomaguchi l-=,-,;,,.,.-;------------------------------1 q It /es FULL SLOPE " !-;;":w;;0 ';;'-; 0;·~":-:;;;:;;--;;:;;;-;;;;;;:-;:;-;:;;-:-~;;;;;--------------------...L----'--"'--"=------"'i;j;,~;:;;=:;;---t"-,-7---r-T-r--:r1~;;TI~:--------1ru;;;;;;;:~~:;;;;;;;:--:-i;;;;~~~ijl:~:jl!1illE:~=.;;!L::;:=::;:=:;::=p;~:i=~~·i I Sllil.lCTURES OESIGN DETAIL SHEET {ENGLISH} (REV. 'l/2'/'lB) S!IEET Of e'i 23 29 gi DESIGN J, won F. Kong TRANSPORTATION NEWPORT COAST .. CHISC~Etl ~ Koso I rem Kri shnon 55-759R DETAILS £. Londos F. Kon CORRIDOR PROJECT ENG I NEER POST ld(I.E QUANTITIES .. CH£C><ED AGENCIES 21. 53 SLOPE PAVING H. Coman K. Krishnan OR1CINAL SCALE IN INCH(S cu 12332 FOA REDUCED PLAN'S ' EA OG0131 - CEMENT A TION CONSISTENCY OF COHESIVE SOILS DIST! COUNTY I ROUTE 12! ORA I 73 I 15.0/17 .4 12•9 I 288 19. 7 /2~.o =,.;~:=;;~~'.,;":': ?'~ //'c. ::::Cc=:'._ ~ or~ss r GEOTECHNJCAL PROFESSIONAL DATE~~~ o~4,, <' C .':.' {, !:! ENO[ ZHAl % ==-cc==c-c=~----11::=: /_ GE 2676 I!:: ~ xp. 09/30108 it -PLANS APPROVAL DATE "-~ • Description Weak Moderate Strong Criteria Crumbles or-br-eaks with hand! ing or I ittle finger-pressure. Crumbles or breaks with considerable finger pressure. Wil I not crumble or break with finger pressure. Description Ver-y Soft Soft Medium Stiff Stiff Very Stiff Hard Unconfined Compressive Strength (tsf) < 0.25 0.25 to 0.50 0.50 to 1.0 1 to 2 2 to 4 > 4.0 Pocket Penetrometer Measurement {tsf) < 0.25 0.25 to 0.50 0.50 to 1.0 1 to 2 2 to 4 > 4.0 Torvone Measurement (tsf) < 0.12 0.12 to 0.25 0.25 to a.so 0.50 to 1.0 1.0 to 2.0 > 2.0 Field Approximation Eas i ! y penetrated sever-al inches by fist Eas i I y penetrated several inches by thumb Penetrated several inches by thumb with moderate effort Readily indented by thumb but penetrated only with great effort Read i I y indented by thumbna i I Indented by thumbnail with BOREHOLE IDENTIFICATION difficulty Hole Symbol Type Bl • .& A R p R HD HA D CPT 0 C 0 ·.;:: 0 u 0 J Top Hole El. Descrip-Hon Auger Boring Rotary dri I led boring Rotary percussion boring (air) Rotary dr-i I led diamond core Hand driven (1-inch soil tube) Hand Auger Dynamic Cone Penetration Boring Cone Penetration Test (ASTM D 5778-95) Other Note: Size in inches. Hole 1.0. Description Nonplastic Low Medium High C .9 + 0 g _.J Hole 1.D. ~T~op~H~o~I •~E-',1 "'.\-'T'il" PLASTICITY OF FINE-GRAINED SOILS Criteria A.1/8-inch thread cannot be rolled at any water content. The thread can barely be rolled and the lump cannot be formed when drier than the plastic limit. The thread is easy to roll and not much time is required to reach the plastic I imit. The thread cannot be rerolled ofter reaching the plastic limit. The !ump crumbles when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic limit. The thread con be rerolled several times after reaching the plastic limit. The lump can be formed without crumbling when drier than the plastic limit. Top Hole El. C 0 + 0 g __J Hole 1.0. --: NC - ! 16 11.4 ~:-• ~ wxuw..x.uuJ--Field & Lob Tests Blows per 12" -30 {Using 28 lb hand hammer with o 12" ::0\ [. Ground water fy: surface ~·.µ G Elev, No count recor 1 ~ ~ GWS. ,.,_ Elev. Kl E I N FE L DER .J'':sl 01tc11~\c-.."~,-.. t,-Q;c-CALI# 8 Pasteur, Suite 190 Irvine, CA 92618 C -~ + 0 u Top Hole E! . .3 Hole J.D. .. Cosing driven --::_-::_-::_-::_-_-..,_-·N·,., 0 .. 3" D • t· f t • l 51l;;heo:) Sampler , %:~=-·~-=-escrip 10n o mo erio SPT N-Value ___ 7~,~_.. • GWS Elev. (per ASTM 1586-99}, .-.~_--:,\ Dot"ev measured drop or as noted) p ~J".; Dote measured < ~ Description of ~:~~~n}s ~~:h~~.. Ii :D]:__ate' meosured- Pressure measured along sleeve friction element (34.88 in2 areal divided by pressure measured on tip element. Pressure measured on tip element (2.33 in2 area) P = push sample, :~~-;,-:-i=Moteria1 change or as noted s· Estimated material change ~ Soi I /Rock boundary Boring Date Terminated at Elev Hammer Energy Ratio {ERi) = ¼ ROTARY BORING Pu! led Pipe ~ .. ~ materials 60 s.,; p ~ (SI-,_ Somple 5001 (S}/ token Refuse Boring Date Terminated at Elev HAND BORING (us ing o Stanley 56 MB 1 56 percussion ~~ hammer and a 2.2" ~8 cone, or os noted) 43 gJ,__1so10~ Boring Date 100 200 . 6 4 2 10 20 30 Friction Ratio (¼} Tip Bearing (MPa) Boring Date DYNAMIC CONE PENETRATION BORING CONE PENETRATION TEST (CPTI SOUNDING 0 ~ 1---------------..-------.,....------------,.--------------,---------.-------------,-------------,....,=,,....,~.,....----------------------------1~ BRIOGE NO, NEWPORT COAST DR UC<WIDEN) ~ TRANSPORTATION Endi Zhai 55-759R CORRIDOR AGENCIES PROJECT ENGINEER POST MILE LOG OF TEST BORINGS 21 .53 NO. 1 I I . I cu 12332 ' REVlSI"" o,.1fS {PR(~l~l><>l!¥ SHGO ""Le) I SttEH ~ ' ' ' EA 0G0131 ~~froREe~!1~ Eim"0 -----loJ;;J<~!~.Ja'"~IOJ-11-031 I I I I I I I 24 I 29 I ~ ~ovriis,'cllr c1:::..5r /2,,,.J DRA.WN SY K. MacKenzie F"!El.O ~~vEGS~~g;T!ON BY: l-ii,;,-;;;,.,-+---------------------------·I~ I q4&8 =•-------• SIGN OFF OATE ' CHECKED BY s. Lawson U) i;;;;;.;;;:;:;;::-:;;";'.;;::;-;;;;::;;-;:;;;;--;:::;;:;;::;-;;;;;:';;;;::;;;;------'--------------------------~;;;;;:;;:;:;;-;::;:--i-..--r...,.-T-.,...-ri'ciu12n2-------r-;;;;;;:;;;:~:;;-;;;;;;--7=:;:;:~~;:;;~~;:;;;~;;;;;;:;;;;;:;=::;::=:;::=i::;;;;-;:;::i:: ; ; : : : I ~ OSI" G£0TEC!INl{;.IL LOC Of fEST !IOltlH(;S SHEU (EIIGI.ISHJ IREV. 2'26/05) ORlC!NAL SCALE !N [NCH(S ~ FOl'I RE.DUCEO PLANS O ~ L-------------r--------------,---------'----'----'----'---'-=Fc;;-;'~"c=-;-;;;-,;==~==:,;--7,::=-s=~~S::s!-':,,?-----1----1----1----1----1----1____1_-=.:...L...:c:,_Ja ! ! / F lLE => P: \.600191 52\.Codd\.Struct\.Sheet\Newp0ri' Coost Dr ive\.55-759R-z~ 1 tb0, .dgn REFERENCE: CAL TRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names l Graphic/Symbol! ~ Well-graded GRAVEL [71/// : .... J. GW I// ' io•••· Well-graded GRAVEL with SAND r/ / h,';.ogi5s-'c+~J---+-------------Vv/j/ CL coo"\ V/ ooo"'d '/ o-= ' / Poor-ly graded GRAVEL GP Poorly graded GRAVEL with SANO GW-GM Wei I-gr-oded GRAVEL with SILT Well-graded GRAVEL with SILT and SAND f.ell-jroded GRfVEL with CLAY GW-GC or S LTY CLAY iell-jroded GRAVEL with CLAY and SAND or S L TY CLAY and SAND) CL-ML Poor I y graded GRAVEL with SILT GP-GM Poorly graded GRAVEL with SILT and SAND . i P(aarl'{ ffaded GRAVEL with CLAY GP-GC or-SL CLAY) i PoorlY,( graded GRAVEL with CLtY and • SAND or SILTY CLAY and SAND . I I ML SIL TY GRAVEL GM SIL TY GRAVEL with SAND CLAYEY GRAVEL GC CLAYEY GRAVEL with SAND ~£ ,i OL SIL TY, CLAYEY GRAVEL GC-GM ! SIL TY, CLAYEY GRAVEL with SAND ( ( OL We! I-graded SAND SW We I I -graded SAND with GRAVEL ·.·, ·.·.:-:-1 Poorly graded SAND SP Poorly graded SAND with GRAVEL CH Wel I-graded SAND with SILT SW-SM Wel I-graded SAND with SILT and GRAVEL ~ell-:rraded SA~D with CLAY SW-SC or S LTY CLAY ie! I-~raded SAND with CLA) and GRAVEL ors LTV CLAY and GRAVEL ~ -✓~ 1: :i I: • ';j I! J.Lcl,e;·. ,_r .. ,•."-1,•. _S_P ___ S_M+-'P-'-a--o_r.c.lccy=-g--r--a_:d:::e:::d.:,;__:SA'--N'--D'-'w'--i--t--h=S"-1-L-T-------J 1 11, .. 1 1 1 1 1 Poorly graded SAND with SILT and GRAVEL II MH • •. // •. j P( aarly graded )SAND with CLAY W ,1" .1 or SIL TY CLAY ~ ~ " SP-SC Poorl.Y graded SAND with CLAY and f'+f4/,c,· ''----+_::G::.:R_:.:A_:.V,:_EL::_:1c:o::_r_::Sc_I L,:_Tc_Y:__:C:.::L:.:_A:.:_Y__::an:.:_d::_:G-:_R:cAc.V::.E::.Llc_ __ -f:,,,,' #' ·.,, SILTY SAND ~~ :::: j:::: SM SILTY SAND with GRAVEL d & OH V/ SC CLAYEY SAND Group Names Leon CLAY Lean CLAY with SAND Lean CLAY with GRAVEL SANDY lean CLAY SANDY lean CLAY with GRAVEL GRAVELLY lean CLAY GRAVELLY lean CLAY with SAND SILTY CLAY SILTY CLAY with SAND SILTY CLAY with GRAVEL SANDY SIL TY CLAY SANDY SILTY CLAY with GRAVEL GRAVELLY SILTY CLAY GRAVELLY SILTY CLAY with SAND SILT SILT with SANO SILT with GRAVEL SANDY SILT SANDY SILT wi-th GRAVEL GRAVELLY SILT GRAVELLY SILT with SAND ORGANIC lean CLAY ORGANIC lean CLAY with SAND ORGANIC lean CLAY with GRAVEL SANDY ORGANIC lean CLAY SANDY ORGANIC lean CLAY with GRAVEL GRAVELLY ORGANIC lean CLAY GRAVELLY ORGANIC lean CLAY with SAND ORGANIC SILT ORGANIC SILT with SAND ORGANIC SILT with GRAVEL SANDY ORGANIC SILT SANDY ORGANIC SILT with GRAVEL GRAVELLY ORGANIC SILT GRAVELLY ORGANIC SILT with SAND Fat CLAY Fat CLAY with SAND Fat CLAY with GRAVEL SANDY fat CLAY SANDY fat CLAY with GRAVEL GRAVELLY fat CLAY GRAVELLY fat CLAY with SANO Elastic SILT Elastic SILT with SAND Elastic SILT with GRAVEL SANDY elastic SILT SANDY elastic SILT with GRAVEL GRAVELLY elastic SILT GRAVELLY eras-tic SILT with SANO ORGANIC fat CLAY ORGANIC fat CLAY with SAND ORGANIC fat CLAY with GRAVEL SANDY ORGANIC fat CLAY SANDY ORGANIC fat CLAY with GRAVEL GRAVELLY ORGANIC fat CLAY GRAVELLY ORGANIC fat CLAY with SAND ORGANIC elastic SILT ORGANIC elastic SILT with SAND ORGANIC elastic SILT with GRAVEL ://.; CLAYEY SANO with GRAVEL 1 lflfn, if/"c· .,iil-----t-. --------------------,! I OH SANDY ORGANIC elastic SILT · .. I .. · .. ',·:• /.·· .. ~.j' SC-SM ' SIL TY, CLAYEY SAND 1 ;I ~ 1 ,,. ·/·I SILTY, CLAYEY SANO with GRAVEL \ DRAWN 8Y K. MocKenz i e OE VER:SIGHT X '1 /4/e,fj SIGN OFF DA '1-E CHECKED SY S. Lawson OSI' GEOT[Cff>IICAL tOG Of TEST 6Dlllfl<;S SHEET (ENGLISH! {REV. "Z/25/051 I SANDY ORGANIC elastic SILT with GRAVEL GRAVELLY ORGANIC elastic SILT GRAVELLY ORGANIC elastic SlLT with SAND ORGANIC SOIL ORGANIC SOIL with SANO ORGANIC SOIL with GRAVEL OL/OH SANDY ORGANIC SOIL 1 SANDY ORGANIC SOIL with GRAVEL I GRAVELLY ORGANIC SOIL GRAVELLY ORGANIC SOIL with SAND M. Garde F!ELD INVESTIGATION BY, DATE: ------- I ORIGIN.O.L SCALE IN INCHES FOR REDUCtO PUNS FIELD AND LABORATORY TESTING @ @ @ @ @ @ @ 0 @ 0 @ @ ® @) @ 0 @ @ @ @ @ Consolidation (ASTM D 2435) Col lapse Potential (ASTM D 5333) Compaction Curve (CTM 216) Corrosivity Testing (CTM 643, CTM 422, CTM 417) Consolidated Undrained Triaxia! (ASTM D 4767) Direct Shear (ASTM D 3080) Expansion Index {ASTM D 4829) Moisture Content (ASTM D 2216) Organic Content-% {ASTM D 2974) Permeob[l lty (CTM 220) Particle Size Analysis (ASTM O 422) Plasticity Index (AASHTO T 90) Liquid Limit (AASHTO T 89) Point Load Index (ASTM D 5731} Pressure Meter Pocket Penetrameter R-Value (CTM 301) Sand Equivalent (CTM 217} Specific Gravity (AASHTO T 100) Shrinkage Limit {ASTM D 427) Swel ! Potential {ASTM D 4546) Pocket Torvane Unconfined Compression-Sol I (ASTM D 2166) unconfined Compression-Rock (ASTM D 2938) Unconsolidated Undrained Triaxial (ASTM D 2850) Unit Weight (ASTM D 4767) Vane Shear (AASHTO T 223) ~ TRANSPORTATION ...... .IJII,. CORRIDOR AGENCIES Endi Zhai PROJECT ENGINEER ' I ' I I ' ' 8RIDGE NO. 55-759R POST l,l!LE 21.53 12 a Pasteur, Suite 190 Irvine, CA 92618 250 288 APPARENT DENSITY OF COHESIONLESS SOILS Description SPT N 60 (Blows / 12 inches) Very loose 0 -4 Loose 5 -10 Medium Dense 11 -30 Dense Very Dense Description Dry Moist Wet 31 -50 ) 50 MOISTURE Criteria Absence of moisture, dusty, dry to the touch Damp but no visible water Visible free water, usually soil is below water tab!e PERCENT OR PROPORTION OF SOILS Description Trace Few Little Some Mostly Criteria Particles are present but estimated to be less than 5% 5 to 10% 15 to 25% 30 ta 45% 50 ta 100% PARTICLE SIZE Description Size Boulder > 12" Cabble 3" to 12" Gravel Coarse Fine 3/4" ta 3" No. 4 to 3/4" Coarse No. 10 to No. 4 Sand Medium No. 40 to Na. 10 Fine No. 200 ta Na. 40 NEWPORT COAST DR UCCWIDEN> LOG OF TEST BORINGS NO. 2 I $t<HY OF I I 25 29 1 FI LE =-> P: "\60019! 52"\Codd\Struc+'\Shee-t"\Newport Coas+ Dr ive"\55-759R-2-I +b02 .dgn 0 - DIST COUNTY ROUTE REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) 12 ORA 73 1 s.0111 .4 j 251 j 288 19. 7 /23.0 PERCENT CORE RECOVERY (REC) & ROCK QUALITY DESIGNATION CRQDl _L=L'-'en-"-gt'-'h-'-'o-'-f_t'-'he"'-'-re:ccc.:o:cv.::•;_re-'-d"'-'c:.:o;_re-'----'p'-'i"-ec::.•:c•'-'l"in.:.:c::_he=s) REC=-x100% Total !ength of core run (inches} L Length of intact core pieces > 4" ROD = -=--=T o.:ct:.coaclc,l:_e.::n;_gt,.:h=o::f::c_o.:::r.::e;_::_ru--'n::..:C,(;.:i n"c'-h-=e-s;.-) --X 100% ROCK HARDNESS Description cdteria Begin drilled interval End drilled interval Begin drilled interval End drilled interval Begin drif!ed interval End drilled interval C ~o C -·-+ '-0 0 u ~ 9. Top Hole £1. Hole -... ,. rr REC=100i. == ROD=50X == REC=1001/. E ROO=BOX E REC=88% E ROO=OX E Boring Date 1.0. Extremely Hord Specimen cannot be scratched with a pocket knife or sharp pick; con only be chipped with repeated heavy hammer blows. Very Hard Hord Moder-otely Hord Moderately Soft Soft Very Soft Specimen cannot be scratched with o pocket knife or sharp pick, Breaks with repeated heavy hammer blows. Specimen con be scratched with o pocket knife or sharp pick with difficulty (heavy pressure). Heavy hammer blows required to break specimen. Specimen can be scratched with pocket knife or sharp pick with I ight or moderate pressure. Core breaks with moderate hammer pressure. Specimen can be grooved 1 /6" deep with a pocket knife or shar-p pick with moderate or heavy pressure. Breaks with light hammer blow or heavy manua! pressure. Specimen con be grooved or gouged easily by a pocket knife or sharp pick with light pressure, can be scratched with fingernail. Breaks with light to moderate manual pressure. Specimen con be readily indented, grooved or gouged with fingernail, or carved with a pocket knife. Breaks with ! ight manual pressure. FRACTURE DENSITY Oescr i pt ion Observed Fracture Density Unfroctured Very s1 ightly fractured Slightly fractured Moderately fractured Ir.tensely fractured Very intensely fractured No fractures. lengths greater than 3 feet. lengths from 1 to 3 feet with few lengths less than 1 foot or greater than 3 feet. Lengths mostly in 4" to 1 foot range with most lengths about 8" Lengths average from 1 to 4" with scattered fragmented intervals with lengths less than 4" Mostly chips and fragments with a few scattered short core lengths. Combination descriptors (such as "Very intensely to intensely fractured") ore used where equal distribution of both fracture density characteristics is present over a significant interval or- exposure, or where characteristics ar-e "in between'' the descriptor definitions. Only two adjacent descriptors may be combined. OESIVERS!GHT x q/4-/os DRAWN BY K. MacKenzie M. Garde SlCN Off DAri: CHECKED BY S. Lawson FIELO INVEST!CATION SY• OATE: ______ _ OSI' 6£0TtO<HlC•l LOG OF TEST BORINGS SHEET (EIIGLISl!J (REV, 2"25.1051 ' 7 RELATIVE STRENGTH OF INTACT ROCK BEDDING SPACING Term Uniaxiol Compressive Strength {PS!) Description Thickness / Spacing Extremely Strong > 30,000 Massive Greater than 10 ft Very Strong 14,500 -30,000 Very thickly bedded 3 to 10 ft Strong 7,000 -14,500 Thickly bedded 1 to 3 ft Medium Strong 3,500 -7,000 Moderate I y bedded 3-5/8" to 1 ft Weak 700 -3,500 Thinly bedded 1-1 /4" to 3-5/8" Very Weak 150 -100 Very thinly bedded 3/8" to 1-1/4" Extreme I y Weak < 150 Laminated Less than 3/8" GEOTECHNJCAL PROFESSIONAL 09-02~-os on.ss 10 DATE;~~~ l-t-1( ~<le-'<; ~ ~ END! ZIIA! ~ ~~~=~--=-----Iii~ 1-GE 2676 \ E PLANS APPROVAL DATE ~~ {I xp. 09/30/08 » '-- K L E I N F E L D E R .s-J:.i}';!1£-0TEow\C~ ,., 8 Pasteur-, Suite 190 l: or cAt-1~ Irvine, CA 92618 LEGEND OF ROCK MATERIALS !sli] IGNEOUS ROCK § SEDIMENTARY ROCK G;l METAMORPHIC ROCK WEATHERING DESCRIPTORS FOR INTACT ROCK Description Fresh SI ightly Weathered Moderately Weathered Jntensely Weathered Decomposed Diagnostic features Chemical weathering-Discoloration and/or oxidation Body of Rock No discolor-otion, not oxidized. Discoloration or oxida- tion is limited to sur- face of, or short dis- tance from, fractures; some feldspar crystals are dull. Discoloration or oxida- tion extends from frac- tures usua 11 y through- out; Fe-Mg minerals ore "rusty," feldspar crystals ore "cloudy," Discoloration or oxi- dation throughout; 011 feldspars and Fe-Mg minerals ore altered to cloy to some extent; or chemical alteration produces in-situ dis- aggregation, see groin boundary conditions. Discolored or oxidized throughout, but resis- tant minerals such as quartz may be unaltered; of! fe/dspar-s and Fe-Mg minerals are completely altered to clay. i Fracture Surfaces : No discolor-otion I or oxidation. i Minor to complete disco!orotion or oxidation of most surfaces. Al I fracture surfaces ore discolored or oxidized. Al I fracture surfaces are discolored or oxidized, surfaces friable. Mechanical Weathering- Grain boundary condi- tions (disaggregation} primarily for granitics and some coarse-groined sediments No separation, intact (tight). No visible separation, intact (tight}. Partial separation of boundaries visible. Partial separation, rock is friab/ej in semiarid conditions granltics ore disaggregated. Complete separation of grain boundaries (disaggregated). Texture and Solutioning Texture No change. Preserved. General ty preserved. Texture altered by chemical dis integra- tion (hy- dration, orgillation). Solutioning No solutioning. Minor leaching 1 of some solu-l ble minerals may be noted. Soluble min- erals may be mostly leached, : Leaching of soluble min- erals may be complete. Resembles a soi I, partial or complete remnant rock structure may be preserved; teaching of soluble minerals usual I)' complete. General Characteristics Hommer dngs when crysto!! ine r-ocks are struck. Hammer rings when crysta!tine rocks are struck. Body of rock not weakened. Hammer does not ring when rock is struck, Body of rock is slightly weakened. Dul! sound when struck with hammer, usually can be broken with moderate to heavy manual pressure or-by I ight hammer bfow without reference to planes of weakness such os incipient or hoirl ine frac- tures, or veinlets. Rock is significantly weakened. Can be granu I ated by hand. Resistant minerals such as quartz may be present as "stringer-s" or "dikes." Combination descriptors (such as "slightly weathered to fresh") ore permissible where equal distribution of both weathering characteristics is present over significant intervals or where characteristics present are "in between" the diagnostic feature. However, combination descriptors should not be used where significant, identifiable zones can be delineated. Only two adjacent descriptors may be combined. "Very intensely weathered'' is the combination descriptor for "intensely weathered to decomposed." ORIGINAL sc•t.E IN INCHES <OR REOUC£0 Pt.ANS ~ TRANSPORTATION .....,.,.,,... CORRIDOR AGENCIES ' I ' I I ' 8Rl0Gt NO, Endi Zhai 55-759R NEWPORT COAST DR UCCWIDEN> PROJECT ENGINEER POST MILE 21.53 LOG OF TEST BORINGS NO. 3 cu 12332 EA 0G0131 OISAEGI.RD PRINTS BUIUff~ tARUER REVISIOff O~TES ---- REYJSIOl'J D4TES (P>l[1-h.,N,RY SrAG£ Ot<CY) Gl;>l'"081o.~joi-H-osl I l I ! ) F ! LE "") P. ,600 -91 52\Codd\Struct\Sheet ',Newport CoasT Or, ve\55-?59R-z-' tb03. dgn I I I 26 I 29 1. 1.4-!NCH D!AMETER SAMPLES WERE TAKEN USING A STANDARD PENETRATION TEST {SPT) SPLIT BARREL SAMPLER WlTH AN !NS[OE DlAMETER (IC) OF 1.4-/NCH AND AN OU\SIDE 01AIJETER (00) OF 2-INCH. 2. 2.4 ]NCH DIAMETER RlNG SAMPLES WERE. TAKEN US!NG A CAUFORN!A (M001FlEO) SPLIT BARR.EL SAMPLER WITH AN 10 Of 2.4-lNCH AND AN OD CF 3.0-!NCH. 3. BLOWS/FOOT: NUMBER OF BLOWS TO ADVANCE OHIVEN SAMPLER 1-FOOT BEYOND FIRST 6-INCH INTERVA~.1 OR DISTANCE IN INCH kOTEO, US!NG A 140-LBS AUTOMATIC HAMMER WlTH A 30-!NCH DROP. 4. THE SPECJFJC BORING LOCATIONS ANO ELE\'ATIONS WERE ESTABLISHED FROM CURRENT LANDMARKS, PACING, ANO ROUGH MEASUREMENTS. CHE DESCRIBED LOCATIONS SHOUi..O BE CONSIDERED ACCURATE ONLY TO THE DEGREE !MPLiED BY THE METKOD OF MEASUREMENT USED. TO SAN DIEGO 5 415 10 410 \ \ 1D3G ~ N M ;,, !i m M \- KA-3 TOP OF HOLE ELEV.420 ft MSL ffi ~ EJl 50/6" 2.4 50/5" 2.4 9/13/06 Bonng T ermmated at Elev. 408 ft due to practical refusal Ground\<ater Not Encountered 1C32 SCALE 1" ::-60' ARTIFlC!AL F!LL SIL TY SAND \St>:), olive, dry, f me to medwm-gra1red sand, w:th clay, up to 2 inch clasts of siltstone and sandstone, orgamcs SEQIMENTARY ROCK (T opanga F ormat1on, los T ranees ~ember) CLAYEY SILTSTONE, olive gray, olive i'llong jomts, dry to moist, moderately weathered, soft, lammated SIL TY SANDS10NE, olive, dry to rr.O1st, fme·gramed sand, intensely weahte~ed, soft CLAYEY SJL "TSTONE, ohve gray to olive, dry to moist, moderately 11eat'1ered, soft, oxides. DIST COUNTY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT 15.0/17 .4 19. 7 /23.0 GEOTECHNICAL PROFESSIONAL PLANS APPROVAL DATE KLEINFELDER 8 Pasteur, Suite 190 Irvine, CA 92618 TO NEWPORT BEACH SHEET TOTAL No SHEETS 252 288 0 ro 0 0 N ~ " 0 w " 3 ~ ~ < 0 PRELIMINARY -NOT FOR CONSTRUCTION, SUBJECT TO INDEPENDENT VERIFICATION PRIOR TO FINAL DESIGN w 0~11,WN 8Y OES VE fl SIGHT X a../4(of, SIGN OF'J-" r/iTE CHECKEO ev OSf GEOTECHNICAL LOG Of TE:ST BORINGS SHEU (ENGLISH) (REV. U2S/OS) K. MacKenzie S. Lawson M Garde FIELD INVESTIGIITION BY< DATE, -------- ORIG]NIIL SCALE IN INCHES FOIi REDUCED PL/INS ..... TRANSPORTATION ....... Jlill CORRIDOR AGENCIES Endi Zhai PROJECT ENGINEER cu 12332 EA OG0131 BRIDCE NO. 55-759R POST MILE 21 .53 NEWPORT COAST DR UC(WIDEN> LOG OF TEST BORINGS NO. 4 01·1/.08 27 I F I LE =>) P: '\6001 91 52\Codd'\Struct \.Sheet\.Newport Coos+ Ori ve \55-759:'l-z-,, +b04. dgn • 0 u C ~ " w z < z 29 5 • 0 i I i_ I ,. I I I I. I I I I I ' I I I I I I I I I I I I I I I I I ERSlGtlT guchi c.,_/4/09 SIGN OFF DA-TE STRUCTURES DESIGN DETAIL SHEET IENGLlSHl (REV. 912/98) -£1.EYATION - • R-Ei_ViSion-!node tci this .bri_9t-na_J Log .Of-. TesT Bof-ing_· is.: The-new -55-·759R. (Wideri). -struC-tiJre wcis • cqdect·.__ • 480 -~---.. ~ .. 480 ---,--,.. -- -----*'~ ...... iMGfflM. .,.,_..,.._lo"""'"""'.'"~-,·__ • • i:mn -1 "' OESIGN J. Wong ~ TRANSPORTATION Kosalrom Krishnan 0 " E. Londos c:"f~~EKan ~ CORRIDOR PROJECT ENG I NEER 1----l-:aa,"'-'==-----+.;,~..;'";;;'°c=-----;. AGENCIES DETAILS QUANT! TIES H. Coman K. Krishnan O!IIC!tu.L SCALE IN INCl!eS FOIi REOUCED PLAHS cu 12332 EA OGOl 31 @8913 SHEET TOTAL No SHEETS TO ACCOMPANY PLANS DATED 253 288 BfllDGE NO. 55-759R POST MILE 21 .53 M&.T AcQRA,_ Inc._ &olfflW«II-Jind. .A,ll"ai,.TMthf/ ! • -tllC.DCIB ·.-~~ _ElE'IATION 480 NEWPORT COAST DRIVE UC (WIDEN> AS-BUil T LOG OF TEST BORINGS NO. 1 S (PilEUW!!WIY SJAG[ OM.!) SH[fl Of 28 29 SIGN OFF OAit 1 I r· • ' • I • I I ' • 1 I I I 1 1 I I i I 1 I 1 1 I I • • STRIJCTI,JR£S DES!GI< l)HAIL SHl':ET !EMGLISK) (REV. ~/2/'l8] -- -ReV:{s-iOn. _tri_od~-_ti>_ this' _or.i9inCI! Log. of _ T_es+ Boring.Js_:-• The ·-new-55:"" wos ·o_dded-.: : O!ST COUNTY TO ACCOMPANY PLANS DATED 12 ORA SHEET TOTAL No SHEETS 254 288 UEVATION ,...,.--.. ..... ---------,....,.--------.c_------i~~--------------------«O 400:.----'-cmia:: .;.J-"".!.,!", .. ~. n.""~ -......... , (I<), ~=-~.::-. -:,,•"· I l!Y CNE(:~ED A N 0Es10N J. won F. Kong ~ TRANSPORT TIO OET A I LS BYE. Londas (:Mr~~Kon ~~ CORRIDOR t.::::==--+--=..:..=eee..-----t,,;;;.",a'"a;"=-----1. AGENCIES ouANT 1 r I ES BY H. Coman K. Kr i simon ORIGl!iAL SCALE IK IKCIIES FOR REDUCED PLoUIS Kosolrom Krishnan PROJECT ENGINEER cu 12332 EA OG01 31 .,. _ -------•30 ~ =-..'c;" l!:elXl,'-°!.s~.:...~~•. MJ.r-----◄00 "'1'11':':::""flllr M!t!I SUfflK. .,,, JIM, BRlDCE NO. 55-759R POST MILE 21 .53 NEWPORT COAST DRIVE UC (WIDEN> AS-BUil T LOG OF TEST BORINGS NO. 2 DISREGARD PRINTS &ARING EARUER REVISION OATES -29 29 j F IL[ => p: \6001 91 52\Codd\S+ruct\SheeT'-Newpor-t CoosT Drive \55-759R·i.-I tb-ot,C2 · dgn Class 200 Piles Class 100C Piles 88'-0" 314'-o" Measured along l_ NB Rte 73 158'-0" 55" MWD Datum Elev 130.00 Sta 1081 +50.00 Elev 197.42 1082+00 EVC 1 -0.46¾ l NB Rte 73 (exist) PROFILE GRADE NO SCALE To San Diego / // / _/ i / Bent 2 1083+00 ELEVATION 1"=20' Sta 1097+32.92 SVC lE!ev 190.14 / i i / (MIRROR) 1084+00 s,. '0" s i / $_ SB Rte 73 i / / j i j I i / I ; ; Edge of deck (exist) 8 68'-o" 1085+00 't_ Ford Rd/Bonita Canyon Dr / II I I //1111 !/f/1'7 I I If I I BC 66+26.48 i ; ; ; i , / i i i 3 1086+00 5 0 ' 0 =<> ___ ·_·@7_·~-··_''_-f_;_>_+-----ji>'_1 _________ T.,_·_--,fi_·_-!_;f-i----c$_~N~BSo0R~t~e',;,c7a,'3,;;-_____ ij,--l-------------j-/------+------;f!~/-· ____ 7,1_/ _______ +-'S---@-. 5 i 6 N 69°24'23" W i / / / 1 OB3t O / 1 085+00 / / BB 1082+18.54± / / i / / f_ __________ _ ,/ / Elev 197.10± .,/ / / 1083+88.30 $_ NB Rte 73 / EB 1os 5+32 -54 ± / / To Newport Beach / / / .' 26°28'00" 67+13.04 ~ For-d Rd/ ; Elev 195.66± / l ·-----: / / _; 1 Bonito Canyon Dr i / /,------------- / 1 ; Skew (typ) ; / / / ; • .,. / . ,· +----+-----,f'-----------c/.:.:f-,o·~· ----,C-----------·-----;=f-----------------,C-------------,'-----,~-------,:-cc--c--:c--- ; / : , 1 1 / / Exist Concrete : ( l.>',!=,====ti=·=:::;:=;=:::;:========c;=c;=;fc===c:;=========;==;,=:,c=;t'=;0r==;;,:;::===;:======±:==0r=:::l Barrier ta be 55" MWD _/;'/:ent 2--/ /ZA =--_74ll"~·-;;.,====~==,=======Y, _____ :::_t=t==i'=,,.='~~:'1aJ="'a=ct~v•ep-4~:;,~ ~g~~~octor sho I ! verify a! 1 c_o_n_t'"c_a_lc,1-;i-ng~-~fi~I ~ ~i~~~~ion~ ____!cc ~ 8 +-~~:~- 8 ---==•~=~".".'".'."~"'-'.\s;_:==~B:.:e:.:n.::t::.:::,=====,~0-:8':'5--+-=o-=o~--:,!--------,,1 ----1~0;8~6t+~OOOO~-- bef ore ordering or fabricating any materials. 1083+00 1 "==20' '-.. ~ Romp BC-2 0 0 / 1082+00 -------,' =<> =<> 1086+00 ® (i) ® DIST COUNTY ROUTE 12 ORA 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17 .4 19. 7123.0 The State of Cofifomio or its officers or ogen shot/ not i:Je respcnsil>te for the occurocy or ca,pleteness of electronic ccpies of 1his pion DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 SHEET TOTAL No SHEETS 255 288 Concrete Barrier Type 60, see "Road Plans" Construct slope paving {portion) Structure Approach Type N(30S) Concrete Barrier Type 732 Remove/instcl I Type 60 Concrete Barrier, see "Road Plans" Reconstruct portion of existing chain link fence, see "Road Plans" Remove existing MBGR, see "Rood Plans" Remove existing barrier and portion of overhang ¾" x 1 O" beve 1 ed recess Temporary Roiling Type K, see "Road Plans" Closure pour 3'-0" For more noted items, see "General Plan No.2" sheet. For General Notes and Index to Plans, see "General Notes and Index to Plans" sheet. For pile data, see "General Pian No. 2" sheet. Legend: Minimum vertical clearance {Widening) Minimum vertical clearance (Existing) Existing structure Bridge removal (portion) CURVE DATA (i) R 2400' t, 05°47'29" T 121.40' L 242.59' 1->«--~--_,_-,-\-~--=---J--'---,----,,-o-,-s,-,-"--r:,::-,-J-. -.o-n-9-----r:,,:"'"r'".'"""•-o-ng------r-----,---,--,,--,-,,,.-,,.....,.'t;"','="a-,~-,,-~;,-~-r~"'~'"0 ',.v~,."-~'6-~,.,----r-~------T-R_A_N_6P_O_R_T_A_T_IO-N-r-,-,,-,-"-""-,-,-;s_h_ao_n _____ -,r-:;"5·"~";~,.~"~'"-.... F-O_R_D __ R_D_/_B_O_N_I_T_A __ C_A_N_Y_O_N __ D_R __ u_c __ (_W_I_D_E_N_J-lj o~ ovERsrn11r ~guchi DETAILS E d '"',c~.:PK c,-q;:c~.:p F K CORRIDOR 't /4 fog 1-----+--·-L_o_n_o_s ___ --+ __ ._o_ng~-----<.----+---~~----+---~·- 0-09~--, AGENCIES PROJECT ENGINEER "" """ GENER AL PLAN NO, ' µs~'°~"'-"'"'~'-""'~'~'----------..L-"-"'_"_'_'_'_"_'.,1..'_'~H~--C~o~m~o~n'------'-•-~~c~'.'_w~e~b~e~'-----..L----...J'--'-'-'""-"'-------'-6...-'_~_1_.:_ii"...:'R~".~'~•~a~t~t~h~e~w~s'--+--,---,---,-- - , - - - , - - - , - - + - - - , , - , , - - - - - - - - - - + - 2 - 2 _ . s _ o _ . . J - - - - - - - , - - - " " ° = - = _ , , , , , , , - , - - - - - - - - - - - 1 ~ - - - , - - ~ ~ LFRD LIVE LOADING: LAYOUT ,, J. Wong SPECIFICATIONS " DESIGN GENERAL PU.N SHEET {ENGLISH) (REV.519/00) ORICIN,I.L SCALE 111 !litHES cu 12332 orSREGARO PRINTS BEARING • y STAGE C,,,LYJ SHffc ~ FOR. REDUCED PLANS EA QG0131 EARLIER REVISION DATES -Ol·IHi 34 'g J. Wong F I LE = > P: \600191 52 \Cadd\St-r-uct \Sheet \Bon t ta Cariyon Qr-i ve \.55-760R-a-gp01 . cign ' ' I I 01ST COUNTY I ROUTE I POST MI LES 5\~TI si-l0El£fs TOTAL PROJECT 12 ORA I 73 I 15.0/17 .4 2561 288 19. 7 /23.0 ' :.:a ::.4 VrlV"-a 09-02-os orEss, ReG1srrnEo c1v1L ENz;1NEER k~fv;;., q~ 04'"_,< <!'. 87'-2" ~ t. ,":~JJA-HWA "''° ,; 27'-8" (Widening} 59'-6"+ (Existing) PLANS APPROVAL DATE i NO. C 65377 I El Exp, 09-30-09 ~ . 1 '-5" 16'-o" 10'-0" 48'-0" (4 Lanes) 10'-0''+ 1 '-9" TheStateofCarifomiaoritsoffi~rsorcgents .e,:J). C!VlL * * $hid 11 '-9" 36'-o" Shld shall not tie respoosibte for tfle occuracy or "'(-¢'"' C(llf)leteness of electn-mic copies of this plan sheet, or CAL\fo ~-\ 3" (iJ) 4'-9" ( ,,.----!l_ NB Rte 73 DMJM HARRIS ;,, :'"' \ 999 TOWN & COUNTRY ROAD _, Profile Grade ;,, ORANGE, CA 92868 Match "' 8 / ' existing -2%:t "' r7 :~ ~ \ D -----..... \\ i I ' 1 ) f .. ------~~ ! // ' ' ! \\\ i I l [-! // , L. /'.,/ ' Note: ! u CIP/PS Con~J ! 1-For Notes and Legend, see "General Plan No. 1" sheeT. Box Girder n_ i ' ! 2, For CIDH pi le shaft cut-off elevation, see "Bent Details No.1" ! ' sheet. -; ----J 5'-6" X 8'-3" , D Oblong column Q~, l FG ' ' - ,--------, ' ! ' ' ' I ' ' I ; ; : ' : : I ' I ' ' I ' ' I ' ' I I I l --r--=r----7--------r----i=r j ' : ~ 10'-0"¢ j i ' :,.,,--30"¢ CIOH piles 24"¢ C!DH pilV, I ' ' I I l ' ' ! i i Bent 3 (exist} Bent 3 (new) k,_1 ' ' b_ I ! ClDH pi le ' ' i ; ! i ' ' ~ Bent 2 (exist) Leo ' ' ,_,d L,d ~ ~ "--------10'-0"¢ 'o:j'c ClDH pile Str-ucture Bent 2 (new} widening FG \ ' ·-approach\ * Reser-ved for future r-oodwoy - E .,,. I Pav::e::~ns;~,an ••·•·••··••·· _L,Abutment - TYPICAL SECTION "' -"' H d ~ a 1'\6"=1 '-0'' ~~ (16'-0" 4'-0" , material • • • .. )16'-0" 0 EI<50 and SE>ZO ~-7. ~ 1 ~~ .......... m . . . .. ' PILE DATA TABLE 1 r " 0 Nominal Resistance Cut-Off w Desi9n Design Tip Specifie9 Tip ~ Location Pile Type Elevation DT '\_. ' : ..... ·,; ·~_t;FG s Loading Compr-ess ion Tension (Note 2) Elevation Elevation ' Note: Expansion index to be ' ' . ; '. ~ ' ' ' ' determined by ASTM D4829 w CJ ass 200 135,5 {1 }, 150.5 (2) d : ' ' ' > Abutment 1 100 Tons 400 Kips 90 Kips N/A 135.5 Sand eguivotent to be ' ' ' Concrete 159.5 (3) ' ' ' ' ~ deter-mined by Col ifornio ' ' ' ' Test Method 217 Ld V I s·-o" I • Bent 2 120"¢ C/DH N/A 4800 Kips N/A 167-5 99.5 (1 ), 103.5 (3) 99.5 - 107 .5 (1 ), 109.5 (2) min Bent 3 24"¢ C/DH N/A 720 Kips 480 Kips N/A 137 .5 (3) 107 .5 • 0 g ;, 144.0 (1}, 168.0 (2) Abutment 4 24"¢ CIDH 120 Tons 480 Kips 80 Kips N/A 144.0 LOW EXPANSION MATERIAL IN BRIDGE EMBANKMENT ' 154.0 (3) m " No Scale Design tip elevation is controlled by the following demands: ~ (1) Compr-ession; {2} Tension; (3) Later-al loads. ~ . ~ Note: Contr-actor shol I verify al I cont-rol I ing field dimensions 0 before order-ing or fabricating any moter-ials. w • 0 CH£CI\EP BRIDGE NO. ., LFRO LIVE L0.0.CING, l-<L93 w/' Low-Boy' ond FORD RD/ BONITA CANYON DR UC (WIDEN I§ ii£:-~ OESION J. Wana F. Kano Perm!T Oeefgn Vehicle TRANSPORTATION ~ Kosolrom Krishnan 55-760R ., Ct<!;c;,ll!:D LAYOUT " I CHECKED CORRIDOR DEVe:Rs1~chi DETAILS E. Londos F. Kong J. Wong F. Kang PROJECT ENGINEER POST l.lllES " 4~2-/03 ., CHECKED SPECIFlCAf!OO! ., I PLANS U<D SPECS AGENCIES 22.50 GENERAL PLAN NO . 2 w OLJANTJTIES H. Coman C. Weber J. Wong cOWP•Rto R. Matthews ~ SIGN Off "";TE < ' I ' I ' I cu 12332 ' I SH£E"J I o, z ORIGINAi.. SULE Ill INCHES DISREGARD PRJNTS BEARING R[OISIO,, (IATtS (PR~Ll'-'I"""'' sue,; O~CYI e: OESIGN GEttERAI. PLAN SH!:ET {El-!Gt!SH) (REV.S/9/00) EARLIER REVISION DJ.TES -b/4 09_.;K-01 1~1Jol;}<-oillc.-Jll/4ijo1-1H1j I I I I 2 I FOR REOl!CED PLA!<S ' ' ' ' EA 0G0131 34 a 0 F [ '...E "'> P: '.6001 91 52\Cadd\Struct\Sheet\Bon i TO Con on o, i ve\55-760A-o-02.d n I I I y gp Note: GENERAL NOTES LOAD AND RESISTANCE FACTOR DESIGN Design: AASHTO LRFD Bridge Design Specifications, 3rd edition with interims through 2007 and the Cal trans Amendments v3.06.01, except that abutments ore designed using Brid9e Design Specifications ('96 AASHTO w/Revis1ons by Cottrons). Dead Load: Includes 35 psf for future wearing surface Live Load: HL93 and permit design load Seismic Design: TCA Seismic Design Criteria {Memorandum No.6) Caltrons Seismic Design Criteria (SOC), Version 1.4 June 2006 with modification Seismic Loading: Site 2.0 1.8 "' 1.6 C 1.4 0 + 1.2 0 L $ 1.0 $ u 0.8 u .. 0.6 0 _;: 0.4 u $ a. V, 0.2 Specific ARS Curves ULE 0.0 +----~---~----~----~ 0 2 3 4 Period (Seconds) ULE {Upper Level Earthquake} -Envelop of Probabilistic 975-Yr ARP and Ca!trans MCE (Peak rock acceleration = 0.70 g) LLE (Lower Level Earthquake) -Probabilistic 72-Yr ARP Reinforced Conc1ete: ff = 60.0 ks_i f c = 3.6 ks1 1 unless noted otherwise Transverse Deck Slabs (LRFD-BDS) ff = 60.0 ksi f C ::: 3.6 ksi Prestressed Concrete: See "Prestressed Notes" on "Girder Layout" sheet Contractor shall verify o!I controlling field dimensions before ordering or fabricating any materials. ~~ DES~~guchi 'I (4/of, SIGN OFF OATE STFIUCTURES OES!i;N OETAll SHEET (E"IGUSH) (REV. 9/2/~8) ROUTE 73 POST MILES TOTAL PROJECT 15.0/17.4 19. 7123.0 SHEET TOTAL No SHEETS 257 288 STANDARD PLANS Dated Moy 2006 INDEX TO PLANS RSP A10A A108 A!OC A100 A62B A62C A77F1 80-1 80-3 80-5 80-13 82-8 87-1 BB-5 811-55 D998 T3 Abut 1 ACRONYMS ANO ABBREVIATIONS (SHEET 1 of 2 I ACRONYMS AND ABBREVIATIONS (SHEET 2 of 2 I SYMBOLS (SHEET 1 OF 2) SYMBOLS (SHEET 2 OF 2) LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL -BRIDGE SURCHARGE AND WALL LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL -BRIDGE METAL BEAM GUARD RAILING -TYPICAL LAYOUTS FOR STRUCTURE APPROACH BRIDGE DETAILS BRIDGE DETAILS BRIOGE OETAJLS BRIDGE DETAILS PILE DETAILS -CLASS 200 BOX GIRDER DETAILS CAST-IN-PLACE PRESTRESSED CONCRETE BARRIER TYPE 732 EDGE DRAIN OUTLET AND VENT TEMPORARY RAILING (TYPE K) Standard Plan Sheet Number Oeta i I Number Bent 2 GIRDER DETAILS OETAILS Bent 3 Abut 4 CONCRETE STRENGTH AND TYPE LIMITS No scale Sheet 2 3 4 5 6 7 8 9 10 11 12 1 3 14 15 16 1 7 1 8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Structural Concrete, Bridge ( f' c per pres tressing notes on "G i r-der Layout No. 1" sheet l ™ ™ lli!i! I'!! ii Structural Concrete, Bridge (f'c = 4.0 ksi @ 28 days) Structural Concrete, Bridge Footing Structural Conciete, Approach Slob Cast-In-Ori I I ed-Ho I e concrete Pi l i ng .. Cl<EC~EO OESIGN J. won OE TAILS F. Kong ~ TRANSPORTATION II., L. Reyes/[. Landes c"f~Kong CORRIDOR 1----+.,,.,.-'-'-===-'"'="---,t-,,c",.,c',.c:.,c=~-----l, AGENCIES QUANTITIES H. Coman C. Weber ORIGfllAt SCAlE IN INCN(S FOR Re:OIJCEO PlAHS Kasolrom Krishnan PROJECT ENGINEER cu 12332 EA OG0131 No. PLANS APPROVAL DATE General Pion No. 1 General Plan No. 2 the State of Collfunia or ,'ts officers or agent Sllall not be responsible for the acroracy or corpfeteness of electr011ic copies of this pion s DMJM HARRIS General Notes & Index to Plans Foundation Plan 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 Abutment 1 Layout Abutment 4 Layout Abutment Details No. 1 Abutment Details No. 2 Abutment Detai Is No. 3 AbutmenT De-tai !s No. 4 Bent Detai ts No. 1 Bent Detai Is No. 2 Bent Detol Is No. 3 Bent Details No. 4 Typical Section Girder Layout No. 1 Girder Layout No. 2 Girder Reinforcement No. Girder Reinforcement No. 2 Joint Sea! Details Joint Seal Assembly {Maximum Movement Rating = 4") Structure Approach Type N(30S) Structure Approach Drainage Details Slope Paving -Ful I Slope Log of Test Borings No. 1 Log of Test Borings No. 2 Log of Test Borings No. 3 Log of Test Borings No. 4 Log of Test Borings No-5 Log of Test Borings No. 6 As-Built Log of Test Borings No. 1 As-Built Log of Test Borings No. 2 As-Built Log of Test Borings No. 3 As-Built Log of Test Borings No. 4 QUANTITIES BRIDGE REMOVAL (PORTION), LOCATION STRUCTURE EXCAVATION (BRIDGE) STRUCTURE BACKFILL (BRIDGE) C 24" CAST-IN-DRILLED-HOLE CONCRETE PILING 120" CAST-IN-DRILLED-HOLE CONCRETE PILING FURNISH PILING (CLASS 200) DRIVE PILE (CLASS 200) PRESTRESSING CAST-IN-PLACE CONCRETE STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, APPROACH SLAB TYPE DRILL ANO BOND DOWEL JOINT SEAL ASSEMBLY (MR 3") LUMP LUMP N(30S) SUM 535 271 1305 68 372 8 SUM 208 854 68 40 66 BAR REINFORCING STEEL (BRIDGE) 432668 HEADED BAR REINFORCEMENT 720 SLOPE PAVING (CONCRETE) 53 CONCRETE BARRIER TYPE 732 374 CY CY FT FT FT EA CY CY CY FT FT LB EA CY FT BRIDGE NO. 55-760R FORD ROAD/ BONITA CANYON DR UC (WIDEN) POST ... IL£ 22.50 GENERAL NOTES & INDEX TO PLANS OJSREGARO PRINTS BEARING EARLIER REVISION OA.T(S -3 34 i F' \ LE ~ > P: '\600191 5.?'\Codd'\Struct '\Shee-t'\Bon i-to Canyon Or' ve '\55-760R-c: i tp .dgn i . ~ i ~ 0 © @ @ © 0 Q__:: _g_~~---' \ <.:J : l {'J l \ " ti Note: Sta 1083+88.30 "$. NB Rte 73" N Sta 67+13.04 "it_ BCD" Line E Sta 1068+47.69 "$. NB Rte 73 N EC E Sta 1104+49. 77 "$. NB Rte 73 N BC E Sta 68+69.08 "Ii. BCD" Line N EC E Sta 66+26.48 "Ii. BCD" Line N BC E Sta 1084+17.64 "$. SB Rte 73" N Sta 66+13.96 "Ii. BCD" Line E To Son Diego 2176962.32 6077085. 73 2176339.52 6078497 .49 2177687 .41 6075155.99 2177060. 50 6077206.97 2176904.47 6077021 .30 21 76962. 32 6077085. 73 BENCH MARK #1 OCBM 300 4 70 About 0.2 of a mile northeast along the Bonita Canyon Road, from the Intersection of Coyote Canyon Road; 186 feeT southwest of the center of a Bell System Telephone Company manhole cover, 75 feet southeast of the centerline of Boni-to Canyon Rood, 5 feet northeast of a powerpole number 18616420E, in The top of a concret-e post-, 0.2 of a foot above the ground and about level wit-h the cent-er of Bonito Canyon Road, witnessed by a st-eel post, 1 foot northeast. Elevation 200.173 Adj 1976 BENCH MARK #2 3FF 8 77 At the intersection of University Drive and MacArthur Boulevard {Corona De!Mor Freeway} on the south end of the southeast wingwall of the overcrossing bridge, set on aluminum cop with epoxy level with the wingwal I. Elevation 57 .08 Adj 1994 1082 1083 CHAIN LINK B CB RIM 194.5 FL 191.5 FENCE GUARD RAIL (TYP) WWLOL ---------------------- CAL TRANS OPERATIONAL SYSTEM _________ _ _______ _ AC 1 8" AP _--e------L...--............... .c-~ ___ _ 281 CB RIM 1 96.00 FL 191.0 PLAN 1 "=20' EXISTING UTILITIES F 55" Water (MWD) Telephone (Poe Bel!} Electric (SCE) 18" Water (IRWD) 30" RCP Cable Line 1 8" Water {IRWD) Legend: 0 CURVE DATA (D R 2400' t,. 05°47'29" T 121 .40' L 242.59' Existing structure Indicates bottom of footing elevation Indicates Cast-in-Ori 1 led Ho!e Concrete Pi I es Indicates driven concrete pi !e ! nd i cotes 120"0 pi I e shaft DlST COUNTY ROUTE 12 ORA 73 PLAN$ APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17 .4 19.7/23.0 The Stofe of Col ifomio or its officers or oge,it S/IIJIJ not /:111 responsil>le far the accuracy or c(l(llf}leteness of electronic copies of this pion s OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 SHEET TOTAL NO 258 288 Rd/Borilto ---- PCC ,' ,...P1Pe --c ' ---' Notes: 1086 N69°24'23"W\\ WWLOL \\ " " 1086 Ii. Rte 73 WWLOL N69° 24 '23"W ,1/ N69° 24 '23"W ,, ,, ,, ,, ,, ,, ,, ,, TYPE 60 CONCRETE,'/ wwLqL:.,-_.~-~B~A~R~Rc.:_IE::.::R~------~/~j--4---,, 1086 '.i NB Rte 73 /,' N69° 24 '23"W ,'/ ~ ,'/ ,, ------------~, ---,, ,, ---------------------,4" ---,, Ar I J ~ ,i / /'$_ Romp BC-2------28£ ___________ _ ,'/ N70°33'8"W CB RJM 194.10 FL 190.50 1, Not oil piles ore shown for clarity, 2. For pife data, see "General Plan No.2" sheet. CB RIM 194.00 Fl 1 89.5 C Contractor shal I verify ol l control I ing field dimensions before ordering or fabricating any materials. ~ § '-4-~=-~--:-~~~~~-~::~~~~~~~~~~~~~~;;-="°=~E;;--~:--t,;~:-=~----j~~~=--~-,---===:::r----~~~::-:-:-:-::::-;:-:-:-:-::-:-:-:-::-::-:-::-:-~:7.7!:~ SCALE: VERT .DATUM HORZ.OATUM cH(cKEO BRIDGE NO. ~ PHOTOGRAMMETRY AS oc, """'"' ms F. Kon~ TRANSPORTATION Koso Imm Kcishnoo 55-76aR f ORD RD/ BON IT A CANYON DR UC (WIDEN) § SURVEYED a• ORAFTED s• CHECFE.° Kan ~ CORRIDOR PROJECT ENGINEER post 111LE 11 FIELO CHECKED " CHECKED " ,~,c~' Weber AGENCIES 22 .50 f OUN DAT ION PLAN w DESIGN " J. Won DETAILS " L. Re es OUANTITIES ., H. Coman ORIGINAL SCALE IN INCHES FOR REDUCED PLANS cu 12332 EA 0G0131 DISREGARD MINTS BE,.RlNC EARLIER REVISION OATES - I r I LE "') P: \6001 9152\Cad(I\Struc-t\Sheet\Bon i ta Canyon Or. ve\55-760R-e:fP I 01 • dgri 4 " ~ 5 34 ~ 0 !i_ NB Remove existing w Exist wingwoll to 3'-0" WWLOL below finish grade ~" Exist edge 11.& ~, _,.,,,,,--of deck Rte 73 1/;?;. _,, / I/@. \\ ' \., \ \ 16'-31/i' Bearing pad Bearing Note 3 {[_ Rte 73 'f-\\ ::\;:, _ C t t~~ t Reconstruct portion of existing backwal ! {reinf to remain) PLAN '/,''=1 '-0" Bearing typ ~ "Exterior Sim ',' shear key" " . ~ r; ~ri~ure Structure approach ~Note 2 j ,--, Intenor pour , 1 shear key" Top of backwal l : :' ·----------+-N-ote 2 ~--::_ -~--~--~-_"-::'.!-.,:---------------------------------------/~,, ... ~==~~=::_~:::~~:-,-,---1-~"-=.½ l. NB Rte 73 ,f: =:~ :.!.---~-----~\-_ _J'~ ___________ j__ ___ -f'...._--Jf--"'7 ,/,': \ ~ /, \ _/;~::: ],~~'. ___ j \\) -------------------------------~\. ,/ ) \ \,.----Edge of \, deck It_ Abut brg ====== / , _________ __, 2" expanded ----------Abutment Top of slope polystyrene re inf paving -==1--~--'=E~=-------i~ ~ #6 Dowels 1----------f··+---------i dril ! and bond tot 8 i Not al! pi res shown ! ! i ! b ... J '~ ~ Note: Contractor shal I verify al! control I ing field dimensions before ordering or fabricating any materials. ELEVATION DESIGN OETAJLS QUANT\ TIES .. J. Won L . Reyes/£. .. H. Camon Landos 12'-0"± Z'-6" !i_ NB Rte 73 ROUTE 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17.4 19. 7 /23.0 The Stm of Coliforoio or its officers or ogen shall not be re$f)CIISible for the oxurocy or cr,1JJleteneS$ of electrOflic copies of this plan 31 '-o" DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 3 Spaces @ 8'-0" -24'-0" Class 200 pi le typ SHEET TOTAL No SHEETS 259 288 --+j~ I •. ~· $1' •• :;~~.:. ~.·. ······~,· •••• ' ~ ~, FOOTING PLAN Notes: 1. For Sections A-A & B-B, see "Abutment Details No. 1" sheet. 2. For details of interior and exterior shear keys, see "Abutment Details No. 3" sheet. 3. For bearing pod detail, see "Abutment Details No. 1" sheet. Legend: ~ 0 9 Existing structure Bridge removal (portion} Vertical piles Battered piles (1 :3) chamfer Note: Bearing pad Note 3 Exist WWLOL Remove existing wingwo! l to 3'-0" below finish grade Exist edge \ of deck ____ \, __ ' \ \ \ ' ' ' ' i NB Rte 73 Edge v, \ deck \\_'---------'~--,------,-----~~y~e~~-r-i_n_g _________ _,.,_µ_ __ \~\~---------\------i 16'-31/z'' Bearing pad PLAN i NB Rte 73 Not al I piles shown --0 ELEVATION 1 '-0" chamfer 31 '-0" 3 Spaces @ 8'-0" = 24'-0" 24"¢ CJDH pile typ ROUTE ORA 73 R PLANS APPROVAL DATE l'U::,I M!i...r.::, TOTAL PROJECT 15.0/17 .4 19. 7/23.0 NEER The State (lf Cal ifomio or its officers or ogent SNJI I not be responsible for the occurocy or CCll(Jleteness of electronic copies of this pion DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANCE, CA 92868 12'-0"± 260 288 5'-0" i NB Rte 73 I ' ~[-___ ·G) _____ -c __ :--~--_Ej}--·- -- -.. -----cj) ------------cb------------0--------------cb----- ----c})--------------------c~::~----·-· IL Abut 4 ----L.--b~~------·-·-·-·-·-· • I ' ! I 3 Spaces @ 8'-0" 24'-o" I b FOOTING PLAN Notes: Note: Contractor shal I submit the sequence of construction of ClDH pi !es for approval. 1. For Section C-C, see "Abutment Detaiis No. 2" sheet. 2. For details of interior and exterior shear keys, see "Abutment Details No. 3" sheet. 3. For Section 8-8 and bearing pad detail, see "Abutment Details No. 1" sheet. Legend: Existing structure Bridge removal (portion) Contractor shot! verify at! control I ing field dimensions before ordering or fabricating any materials. 1----------------,,--------------------------,------,-,,,----------,~,~.,~,~,ro,,..-------,--------------,---------------,--,-"-,-oo-,-oo-.-,,--------------------------------J~ ~:;,;,,;.~ < Joii1.:igu;, D,S,CN .,J, Wan ,.;;"~· ~ TCROARNRSIDPOORRTATION Kosorcam Krishoan 55-760R FORD ROAD/BONITA CANYON DR UC (WIDEN) ! / /, 1-o_,_•_A_"-'-+,._,L~.-"Re~y~•~•~/~£~. ~L~a~n~d~as,__+-c~F~-~K~a~n~g'-------1~~ PROJECT £NGEN££R t:j~~s,C:.wll,c:i,jt---------:-:::::;::-:::=::::::---:;----;---::--;~:-=-:=--------1,, °'"t o'i', a°'"""°'" '""''° AGENCIES 22 .so ABUTMENT 4 LAYOUT w t-;'f,'~;;;!;~;;';O~A;'t':-;;;-:;;--;;:;~-;;;:;;::;-;;;;;:--:;;;;:;------------------------L---...l'--~H,:,•~C~oma~~n------~;,C~.:W~e~b!er~:-::::::;---t--,--r-,--r-,--r-t;:c:;,z':i's,:'°"--------i-:;;;:~:;!:;;;:;,:;;----i:::;;;::!!1]~!:E!µ:1111~~~!1]~=:::=:::=:::=n;m:::r:Jc:1" STIIUCTURES DESION. DETAIL SttEET (f:N.GL!SHJ ff!EV. 9✓2/98] ORIGINAL SCAL( !WINCHES CLJ 12332 DISREGARD PRINTS SEARING SHE6U 3•4 ~ FOR REOUCEO PLANS EA QG0131 EARLIER REVISION OATES -!2· ~ 0 FILE'=> P:\.60019152\.CoCd\.Struct\.Sheet\.Boriita Canyon Dr-ive\.55 760R-f-a01_ lo2.dg'1 ' Note: BB :,----<t Abut 1 brg I #5 @ 12 Const Jt 1 '-0" ~c #8 L@. 12 __ _ 1 '-5"! 1 '-4" "s [] @ 1 8 ---iti----~-V Geocomposite Drain Note 1 #6 tot 5 top & bot --<H-- " L "'o : : ' ,._ ________ _ #611@12 3" cir typ I tot s 0 C , ·-NE @12 tot 4 occurs Slope paving :1:1:5 @. 12 Note 2 / Additional / #5 @ 9" (Note 2) ,~--:1:1:9 tot 6 r- 1___ ,--·---__J_ .L~---L--i_J-1--.J---+-',\-. _:,..,1.-J-:r L "' " 3" cir typ 3~ 1 l 1 '-9" 2'-0" 2'-0" 7'-6" SECTION A-A 1/2"=1 '-0" 1 '-9" #7@ 12 (Note 21 Class 200 pile typ Top of Structure Approach {exist) Structure Approach SI ab 3" Bondin9 on smooth frnish---"s,----s----- 1;4" x 3" Expansion joint filler~ 1/a" x 1 '-0" Neoprene strip. Place prior to back fi 11 ing the abutment backwol I and instal ! ing the temporary bumper. {Fold neoprene into chamfer) 2'-0" L----r-#6 dowel---....... tot 3 {Abutment 4 only) SECTION B-B ¾"=1 '-0" Geocompos i te drain 1" Chamfer Abutment Backwal r Blackout for Joint Seal Assembly {MR=3") JOINT PROTECTION DETAIL NO SCALE ROUTE 73 PLANS APPROVAL DATE POST M!LES TOTAL PROJECT 15.0/17 .4 19. 7 /23.0 The State of California er its officers or agent snol I not be responsit,le Fe,; the occurocy or ca,:p/eteriess of e/ectronlc ccpies of this pl(J(I DMJM HARRIS 999 TOWN & COUNTRY ROAO ORANGE, CA 92868 SHEET TOTAL No SHEETS 261 288 Expanded Polystyrene (t Bearing i pod Leve! area same thickness 3" as bearing pad 3" 14 Go (0.079") Galvanized Notes: sheet meta! over bearing pad. Coot top of pad with si I icone grease. Beof"'ing pad SECTION D-D _,.,.--l Bearing pad is para I lei \/ to It of girder web !----~',,-------------::!.--Abutment backwal I 1 's",~!---Exponded Polystyrene ~\_ ~ Abut brg :'0~~'2',2/--Edge of ~;::;_~;::;_~;::;_~~~°"'~~::;_~;::;_:,::,;::;_~ go! van i zed sheet metal 16" X 16" X 4" Steel reinforced elostomeric bearing pad BEARING PAD DETAIL 1 "=1' -0" 1. For abutment drainage, see "Structure Approach Drainage Details" sheet. 2. Footing transverc;e reinf shot I be placed normal to center !ine of abutment. Provide additional #5~9" (tot 6/ parol le! to edge of footing) at each end of abutment footing. Contractor shal I ver-ify a! I control! ing field dimensions before ordering or fabricating any materials. 1------------,,-----------------,,---...,,,,------,-,,,,::,:-----,---------,--------,-::,:,,,.,,,.-.-------------------I~ \ DESIGN PY CH£C~E<> BRIDGE NO. 0 E ~~ , ~'--' .,J. Woo '";; .. ~• ~ TRANSPORTATION Koswom KrlsMan 55-760R FORD ROAD/ BONITA CANY N DR UC (WIDEN) § <>t~ovERRJ rcHT guchi '"'TA1•s CORRIDOR 1-~~=,-,1-------------------------------1 I. .,.. ~ l. Reyes/E. Londos F. Kon PROJECT ENG I NEER l-'"'"''"'-'"'"""'-1 " "'""; ,.,'; /oB 1-,-u-.,-,-.,-"-,+,-,"H."C"ama=n=-="="--1-,='-,.:..'-"we""De"-r-----~. AGENCIES 22.50 ABUTMENT DETAILS NO, 1 ~ t.~,:~;"~"';;,-;,~oe~s~,~;;;oe;;,:;:.,;:,-;S><;;,;;,;-,-;:";;"';;,7,ss;;;;-,-;,~;;;;-,.-:-:.,,:;M;;;,,~---------------------..... ---... -"-'-""""------_J~~"~";"~'=~'~';,:,,;"":;:,--1--,--T--r-T--r-r-lcc~ui'i1°';2:0,i;,;;,;--------t;;;;;;;;;;:;:;;~-;;;;::---7==;:;::~!lll[EJ:l['.i1'1jq;i§I:f!Bl]!\11:=;::=;:::::;==iP~:ii,~uq:::g~q~ FORREDUC£0PLAJIIS EA OG0131 7 34 ~ - i le Abut 4 brg~ v---rn Blackout for Joint Seo! i Assembly (MR =3"), 1 '-4"j 1 '--5" For "a" dimension, see 1 "Joint Seat Assembly . 1 '-0" {Maximum MR = 4")" sheet ~ " ;, 11 " "-a +12 TI ,-C Structure Approach, see I "Structure Approach Type N(30S)" sheet ~~~ner-:::::~~:------___ '. ____ T~:,--~,~~~~~~~~~~~1 #5 X 2'-0"@ 12 Qi i --h-.l _-,, -.. 4 : ! ? ,/ I/. 1 l" U-11--=---#4 Cont@. 12 tz" Expansion J / i,...... / Joint filler ----t---.;....__ ; '-,'. I : ------: "-. l-------J >.' ~ _ L • .J.,cJ:1--___ -==-"5 @ 1 2 17@ 12 "6 11@ 12 f --------------___ '" R------Const Jt ? ,l:: #6 r7tot 5 -::, N Additional #10r--tot 4 whenever occurs Slope paving / "-.,. i,;• ' , I • i i I . • lG:=fil -#8J . @ 12 ~ --- 3" cir .,_.,,--Geocomposite Drain w----"5 0 @ 1 8 ',!" ,,, 0 I #6 L@ 12- 12\ _ 3" cir \ typ . . . . . . Additional #5 @ 9 tot 6 each end Note 1 "' ' ,,, L__ I ---i-----. ..;--- Note: 3" cir typ l 2'-3" i i I i ,_ i I 3'-3" i 3'-3" 11 '-0" SECTION C-C '/,"=1 '-0" Contractor shall vedfy all controlling field dimensions before ordering or fabricating any materials. S!Gt,1 OFF DATE STIWCT1JRES D£SIGN DETAIL SHEtT (EHCL!SH) {REV. 9/2/98) ' I I i '---.____ I ,_ ; I 2'-3" -24"¢ C!OH Note @ 12 @ 12 pile 3 (typ) DESIGN DETAILS J, Wann ., E. Lonoas OUArHJTIES l)YH. Coman I I Top of Concrete ~ !_.......--l Abut brg Barrier Type 732 --...___ 19,_0,, f Top of Structuret--"s,,------'-=----"'----------1 Approach-----,__ \ ! ( \ I ; I DIST COUNTY ROUTE 12 ORA 73 POST Ml LES TOTAL PROJECT 15.0/17 .4 19. 7123.0 SHEET TOTAL No SHEETS 262 288 I •:.., ~ Zt/4-0 0,-02-os ---..,orEss10 REIG!STERED CIVtl EN9,'j'NEER L::3:~ ~,,4( (,/ Q--..; ,!' ~ ~ 1/"' JJA-HWAWANG ..- ------------I~ INo C 65377 I ~ PLANS APPROVAL DATE "' ~ • 09-30-09 1- The Stote of CQJiforoio or its officers r;r ogenfs <t< xp.CIVTL ll- Sf'CII rot be responsible for the OCC1Jrocy or ..r,." ,;..'-"" ca,pleteness of e1ectrooic copies of this plan sheet, I'(-OF nl 1ftll" DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 I Concrete Barrier Type 732 ___ #11--.., tot 2 ~-/~_/_-::_-:___--_--_-_ "=""~~---f I CHOC~(O L. He C>IEet<EO F, Konn C:HECKEll C. Weber ORJGHIAL SCALE IN INCHES FOR Rt:DUCEO Pl.ANS ~ I 7 I • ' , paving \__ #4 or #5 WINGWALL ELEVATION '!.''=1'-o" TRANSPORTATION Koso Ir-om Kr-i shrton CORRIDOR PROJECT ENG I NEER AGENCIES 7 7 I cu 12332 ' ' EA OG0131 Notes: ---- LMatch deck overhang Beveled recess __,. Note 2 - 3" cir _________ ---,J ,.... Slope paving) WWLOL--:::-----.. 'lJor fr~ ( #4 @ 12 outside face - J ) 3" Cl r I.----#9 @ 9 inside face Geocompos i te drain, see "Structural Approach Drainage Details" sheet SECTION E-E 1/2"=1 '-0" 1. See Notes on "Abutment Details No. 1" sheet. 2. For Beveled recess, see "Detoi I 1" on "Abutment Details No. 3" sheet. 3. For 24"¢ CIDH concrete pile, see" Bent Details No. 3" sheet. 8RIOGE NO. 55-760R FORD ROAD/ BONITA CANYON DR UC (WIDEN> POST MILE 22.50 ABUTMENT DETAILS NO. 2 DISREGARD PRINTS 8EARlt,1C; 1 R(~lSlON DATES (!'P.E:UMIRIRT $:AG! Cl'!lYI EARLIER REVISION DATES ----h~ollol¥oel~08IO~!l!'l-01·oel j j I I Sf'EEI I 8 I 34 / F 1 LE -> P. \6001 9152\COC!d\Struc·t'\Sf"\ee-t\Bon, ta Ccnyan Dr1 ;,e\55-7609-f-o01dt02. C!gn 10'-o" ;,,l[m ,' +- N 0 z tot 4 4" Expanded Q polystyrene ~ 1" Expanded polystyrene ½" Expansion joint filler @ 0-1 Expanded 13-1 polystyrene some thickness as bearing pod Sim Abutment re inf 1/2" Expansion JO int fi I !er AbuTment Sim f reinf ---.,_..1-__,,- ' ' ' ' ' ' : ,-! ' ' ' ' ' ' ' ' ' ' ' ' ----------------L----L, ' ' -------~~~~~~~~~~~,:;-, I tot 4 mi or n -'H)-1K) "Detail 1" , ; Sim I tat s 10'-0" #7 tot 4 Note: For information not shown, see "Interior Shear Key" INTERIOR SHEAR KEY EXTERIOR SHEAR KEY 11 2" Cir Min Re inf Match with Girder Recess -,-----t-------1c r Match with Girder Recess DETAIL 1 1"=1'-0" Note: For dimensions, see "Beveled Recess" on "Typical Section" sheet. 1/2"=1 '-0" It Abut brg I 4'-0" (Abut 4) 2'-0" (Abut 1) #8 @. 6 Extend to edge of deck Limits of Transverse deck reinf and Distribution bars 3" cir Continue deck longitudinal reinf into diaphragm 4" fi I !et # 6 □ @ 12 -~::4--W-LU-1-1 1112" cir •u--#6 □ @ 1 , 6 2 ,, ---1~ typ ~ 8'-0" #5-'r--~ 8'-0" ore--@ 6 Place para! lel to (t Girder 1½" c!r Pres tress anchorage recess and gril!oge : ' ' ' ' : ' ' ' ' ' ' ' END & space along <t Abut brg @ each girder '--'ILl.--#6 0 @ 12 DIAPHRAGM DETAIL Continue bottom slob longitudinal reinf into diaphragm Note: Contractor shol 1 verify all control I ing field dimensions before or-dering or fabricating any materials. ¾" = 1 '-0" Notes: PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17.4 19.7/23.0 The Stote of Col iforni'o or its officers or agent shall not b8 responsible for Me occurocy or co,pleteness of electronic copies of this pl(lf) DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92B68 SHEET TOTAL No SHEETS 263 288 1. Reinforcing bars may be adjusted as necessary to accommodate ins ta I !at ion of the joint seal assemb!y upon approval of the joint sea! shop drawings and as directed by thr engineer. 2. For Sections G-G, H-H, K-K and M-M, see "Abutment Details No. 4" sheet. 3. Terminate vertical face bars at 2" above abutment seat (total 8 per key at abutment 1 only). Legend: Existing structure /-, \ \ \ \, \ \ \ \ ' \ \ 1 " expanded \ \ polystyrene , \_ •. ) \ b(9etwe&enbkey ) \ ock ackwal I ./ \_ ; ' / \ #4 tot 4 \ \ \ \ \ , \Void~ \ \ \ ,,( -'\ -\\ #4 tot 6 \ \, \, 2" expanded polystyrene :i:t4 tot 2 \< #4 tot 8 ( term inote 2" above abutment seat) SECTION G-G Wingwo!I reinf1 see "Abutment Deta its ,N':'.o':'.:.. __:2~·~· :::::::'.::::S~ sheet - Wingwo! ! L0L #9 ~@ 9 or Extend ((_ Abut #9 r@ 9 to brg /;\___@ 9 6'-, 9'-0" ((_ Abut 4 #6 L tot 4 Extend 1 '-6" into footing brg ~ ---·-""""=""=""""-=- #4 ~ ITTl tot 3 #4 tot 3 Extend 1 '-6" into footing #5 #4 tot 8 ~ tot 5 JI 1 '-0" typ Backwa!l reinf #4 ~n tot 2 \ ((_ \ ___ ---------C \ \ #5 uto+ 5 _j I 1·-0" typ l" expanded polystyrene (between key block & backwol ! ) 4 Backwa 11 re inf \ \ _::.,...._ ---·-----·- \ ' SECTION K-K ½"=1 '-0" Note: Contractor shall verify all controlling fie!d dimensions before ordering or fabricating any mater-io!s. Abut b,g Wingwal l re inf, see "Abutment --\ Deto i Is _N':'.o':'.:.. __:2~·~· ::::::'.'.::'S~~ sheet Wingwol I L0L #6 L tot 3 Extend 1 '-6" into footing 1" expanded polystyrene (between key block & bockwal I) /4 9 or #9 Extend ((_ Abut #4 tot 5 Extend 1 '-6" into footing #41/'°t 4 #4 tot B ~ 4" chamfer #S~tot 5 Backwal I reinf-=-<, 1" expanded polystyrene (between key block & backwa! l) ( term i note 2" above abutment seoT) SECTION H-H ~mi 4 y,·~1 '-0" \ \ \ \ \ \ \ \ ' \ ' tot 3 #5u.tot 5 \ \ \ \ -I I 1 ·-o" typ •, SECTION M-M ½"=1 '-0" -11 1 '-0" typ #4 tot 2" expanded polystyrene 14 ROUTE 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17 .4 19. 7123.0 Tte Stale of California or its officers or agents s11o11 not be reSJ)DflSiiJle for the accuracy or cOffPletooess of eleclronic C!J{)ies of tnis plan DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANG£, CA 9286B Legend: ·---------·--Existing str-ucture Abut 4 b,g SHEET TOTAL No SHEETS 264 288 a " C ' " a " i;3 c C " " , #11 cont tot 20 (10 bundles) Outside face of exterior girder Girder . ' ' ' . ' ' ' . ' #14 cont tot 20 {10 bundles) disconTinue bundled bars at outside face of exter-ior girder ' ' ' ' ' Closure pour \ \ \ _________ _ _ ___ ,l ' -r------·-· ________ l ___ _ l Column Bottom reinf shown Top re inf shown \ ·,, ______ _ Outside face of exter-i or-girder i / #7 D stirrups PLAN :--([_ BENT 2 '/,"=1 '-0" Column m:m tot 16 #7 m=E:J! st i rrups~-------t----'-'°-'---'--"----; 10@5 10@5 typ 4- C • L C E CJ 0 u ~ .:c "" 0 " E w C 0 ,, 0 • L:. , ~ E # 0 <l> u 0. w 0 z Note 3 I #6 \ tot 11 typ ~ 3'-o" 0 .' Note 3 ,,,..--..... I-___ .,,,. 3'-0" #7 -==l, tot 5 typ-=:j Main column vertical reinf 10'-0"¢ CIDH concrete pi le -, \ \ For closure pour details, see "Typical Section" sheet Rte 73 !--It Column i (exist) \ \ ' (:::::L ___ ,, ' i --------------.. !_-----------... _,.. l ELEVATION BENT 2 Note: Contractor si:,0I I verify pl I ~antral! ing field dimensions befor-e ordering or-fabricating any materials. " OESIGN J. Woo OETAILS L, Reyes/E. Londos QUANTITIES " H. Coman r,-lt. Column t It CIDH Pile i Bent 2 Pile L Cut-off "' u Elev .., f 1~ C C>'. E "' CJ " 0 u "' w C 0. w 0 0 0 0. 0 E 0 ' L:. 0 4- C • L ~ 0. I 0 " 4-L:. C N 0 E "' u CJ w 1 +-4-C i:, 0 u E C • 0 ' 0 E 0 f ~ .J L ~ ' " • C # "' ~ ·-,, ., <l> , w 0 0. 0 0 0 Const jt I ,, ~ • # u 0. w 0 z f r g'u ·-. u , ·-0 0. -'°r_ _C Specified V) 0 Tip Elev 10'-0"¢ CIDH CONCRETE PILE 3/is"=1 '-0" Notes: 1. For Section A-A, See "Bent Details No. 2" sheet. 2. For ~ections B-B, C-C and D-D see "Bent Details No. 4' sheet. ' 3. For sap end reinforcement, see "Bent Details No. 4 sheet. 4. All splices and hoops shall conform to "Ultimate Butt Splice". Legend: 0: Existing structur-e Bundled bars POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS t S.0/'7 •4 265 288 19. 7123.0 NEER PLANS APPROVAL DATE The State of CtJlifornio or its officers or agent Shalf not be responsible for tile ocan-acy or CfXIP/eteness of electrooic CG{}ies of this pton OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 2" ID Inspection pipe tot 1 o 0 ' 0 i.,...----ll Column 1 ~ CIDH Pile i #-18 tot 60 (30 bundles) Main column re inf Column hoop tt-7 Hoop SECTION E-E 2" ID inspection pipe tot 1 o 3" 0 Cl,-. ' 0 i,..----!t Column ! It C!DH Pile #18 tot 60 (30 bundles) __ [.._ Bent 2 Main column reinf Column hoop #7 Hoop SECTION F-F 2" ID Inspection pipe tot 1 a 0 v-ll Column ! (l CIDH Pile ' :tt18 tot 30 #7 Hoop #11 cont tot 20 (10 bundles} Ou-tside face of exterior girder #7 6 stirrups Girder (l Column Bottom re inf shown y-ll Column ' tot 16 #14 cont tot 20 (10 bundles) discontinue bundled bars at outside face of exterior girder Closure pour Top reinf shown PLAN BENT 3 Outside face of exter-ior girder #7 st i 1rupsL-------+---'-"-'--"''-----, 10@5 10@.5 For closure pour details, see "Typica! Section" sheet typ <,- C "' L C E ::, 0 u C ~ "' 0 E ~ C "' 0. 0 u 0 "' .c ., 0 ,-._ # 0 "' u 0. "' 0 z Note 3 #6 \ tot 11 typ \-.:'.: 3'-0" #8 Interlocking bar 0 ,' Note 3 Rte 73 :_1....--ft Column r {exist) ! ,,.- ' ·. ' 3'-0" #7 -==h tot 5 typ-:::j Main column vertical reinf See "Footing Deto i l" on "Bent Detai Is No. 3" sheet \ \ ·-----·-T""-··--·-+--------- I '·! _,.. !·-... __________ . I i L..-+:i:. ~---------+--------+··::j:·-r---__! i ! ! j ! i Not oil piles shown Note: Contractor shat I verify al! control I ing field dimensions before ordering or fabricating any materials. ELEVATION '!.''=1'-0" i--·-~ i i-··{ i ··-(·-··-1 ·- BENT 3 Bent 3 ROUTE 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17 .4 19.7/23.0 The State of California or its officers or agent shol I not be responsible for the acwrrx:y or COIDf)leteness of electronic copies of this pion s #11 totat 84 (42 bundles) ll Bent~--- #7 hoops OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 ~ll Column 8'-3" #8 Interlocking bar tot 18 N 4'-1 Y," SECTION A-A 1/z"=1 '-0" Notes: 1. See Notes on "Bent Detai Is No. 1" sheet. 2. For 24"¢ CIOH concrete pile, see "Bent Details No. 3" sheet. 3. For cap end reinforcement, see "Bent Details No. 4" sheet. Legend: 0: Existing structure Bundled bars SHEET TOTAL No SHEETS 266 288 28'-0" 14'-0" 14'-0" Note: 0 "' ;,, 24"¢ CIDH piles tot 19) FOOTING PLAN #5 1 Headed bar reinfoi-cement hook around top and bottom mot at each intersection of top reinf. Placed outside of column area. -L r'"l() 6" !,_..----'l Column ) {i;_ Footing m X 0 i<>j ' 3" cir "' ;,, L1~ ' _J_ ;,, "' a-C L__j © "1 1 tot 54 E (27 bundles) ;,-, v © " Not al I piles shown E © FOOTING DETAIL '/.''=1'-0" Contractor shal I verify al I control\ ing field dimensions before ordering or fabricating any mater-iols. 6'-0" chamfer 0 ' "' "' "" N Note: Contractor shal I submit the sequence of construction of CIDH piles for approval. #11 ,----i tot 27 #11 ,----i tot 29 #5@ 12 each face ' #11 L__J tot 58 {29 bundles) Bottom of footing V ti. P i I e ! I #6 spiral 3'' c\< tot 12 bundles) SECTION F-F 1/,''o1 '-0" f "" " "' " -L i'l u ID + ID L u C 0 u 1C + 3 v ID '<- ~ 0 .c v ID L 0 Cut-off Elev Specified Tip Elev Note: Spiro! sha! l be lapped at least 80 wire diameters. Spir-al ends shall be 135° hook with 6" tail hooked around a longitudinal bar. 24" ¢ CIDH CONCRETE PILE ½"=1 '-0" DIST COUNTY ROUTE 12 ORA 73 R GISTERED CIVIL EN PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17 .4 19. 7 /23.0 The-Stute of Coliforni'a or its officers or agent Sh:111 not be resparuib/e f,r file accuracy or Ct;lf!(>leteness of e-lectrvnic copies of this plan DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 Note: SHEET TOTAL No SHEETS 267 288 1. For-more infor-mation, see "Abutment Details No. 2" and this sheet. l---------------r------------------------,----r-:,--------...-:,::,:,:,:,-------,--------------,,--------------,--:,:""',-:::---r------------------------------1* ~ ~ " CH£C~CO BRIDGE NO. .iE'! I -.J.,c. DE~IG!-!T • JO~~l!Chi q/4/ofj ~ '-""aa":.::o'"'-''~·~"---------...I.------------------------L-----'-..::a""'""'::..----...l...::....::ee:::.. ____ --.1--.--,,--,---.---,--..... -+--------------i'----.... ------,----,,,,,,,,,,,,,,.,.,,,""""'""'"""""-------,.,,,,,...,-,,..-l~ STRUCTURES DESJGH 0£T4ll SHEU (ENGL!Stl) (~V. 9/l/!IB) ! L_ ___________________________ _:_=...:....:_ __ _:;__-'--_ _3_ _ _,__i_,;~~~====:-!==,:--;,::::::::::-o==s!~~~,;_::::..:J.::.::..:Je--J__je--JL_L_~__L.::::..J~ 'FI LE ""> P, \600191 52'\Codd'\S-truct'\Sl"',ee-t\Bon j tc Canyon Orlve\SCI-760R-h-b01d-:-03 .dgn FORD ROAD/BONITA DESIGN J' Woo C. Weber TRANSPORTATION CANYON DR UC (WIDEN) ~ Kosalrom Krishnan 55-760R OETAlLS " CHEC~£D CORRIDOR l. Reyes/[. Landos F. Kon PROJECT ENGINEER POST MILE OUANT!TIES " Dl£C~£0 AGENCIES 22.50 BENT DETAILS NO. 3 H. Coman c. Weber Ml(i!tlAL SCALt IN )H01£S cu 12332 0JSREGAR0 PRINTS BE~R!NO ""' ~ FOR R!:l)UCED PlA~ EA OG0131 E.o.RLIEfl ~(VISION DATES -1 3 34 ' ' Note: t Bent I i 5'-0" i 5'-0" I I ~* i ~Typ top i a, i Ji slab reinf j ' / .,,,. / .. r-.. -- *~ l .......__4" fillet -~ 2" cir ( ~ typ _E typ 1F.'=s-+---+--;-.-+---1-+--Jr----#14 cont tot "' \ (10 bundles) . ' : ' t /. i ! i •'-. . . ' . ' I i . > i 20 ---{f~t=t===J--L--L---1~::::::::;·H #8 tot 10 ~-..Jl.---#10 tot 7 • ,J • ~Alt ties i I I Typ bottom slab r-einf 2" cir typ ' ' _,-/ /) /.,IL-~--#7~:::.tirrups • ti • • ! i ! ( I • !: • l SECTION 8-B 1/,''=1 '-o" <t Bent I I 6'-0" Lap I i i . . . /i • ! • •'-. . . > -i I i ~ ! . ~ I i • • • • • ! i ! • I #11 cont tot 20 (10 bundles) I • . . - • • * Indicates ctearonce to main cap reinforcement. ** Indicates clearance to #10 tot 7 Reinforcement may be adjusted as necessary to accommodate pr-es tr-ess ducts as directed by the Engineer. . , . .:-. ~ . ✓• • ' #4 1 J-bar tot 5 a I ternate vert i ca I length 2'-4" and 2'-0" Note 1 #"7(g.s+irrups ' I Column main v~rt L-" reinforcement / - SECTION C-C ½"=1 '-o" Note: For information not shown, see "Section B-B". Not al I column reinf shown for clarity, Cont-rector shall verify all controlling field dimensions before ordering or fabricating any materials. I "1 4 (vert \,---l Interior Girder , & Poth of P /S ducts '· ' \ \ \ bundles)~\\ v-t I i i I ! I \ \ ! Column #11 (bundled) Edge of cap #7 stirrups ---- __ Lf{ Bent Edge of deck ~~ir-11--H--#8 hoops (vert bundles) \ Hook main column reinforcement (as high as possible) interferes with prestress ducts Edge of cop SECTION D-D ½"=1 '-0" Whenever occurs~ #7 tB@ 6 Adjust vertical leg length as required #7 Stirrups ~-Note 2 j \ \ \ \ \ \ \ \ ' \ \ \ \ ' \ \ \ \ \ ' \ • ~ -.• -------______ ,! • '--------------__ ,l ' \ 1 t \ \,,, r_. \ \ \, ,~-,,~-------,,~ \ .... ,l.j.j,-i.J,-1-+--<ae--~, ~1-,--"c,---~-.--1--tJ.J,-1+\ ·-·-·---·-·-·...l,\ . .,... -\ :I.:·-· ·--~·-· ·--. .l., .. ____ , __ \ \. • • ' ,__ ----~'...-,,.,, ✓ \, \·· \ I \ Bent cap reinforcement Whenever Outside face of exterior girder \ occurs ~ #7 tB @ 6 Adjust vertical leg length as required CAP END REINFORCEMENT 1/4".::1 '-0" Bent 2 shown -Bent 3 similar DIST COUNTY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT 15.0/17 .4 19. 7 /23.0 SHEET TOTAL No SHEETS 268 288 ~::-h V,Y'a os-02-os -----'-✓,:,,:llot£SS lo ReG!STEREO CIVIL ENB4NEER ,;:_;,,,;,---:::.:_<: r tl JIA-HJIA WA!iG \"t 'i J\A.-HJIA WANG ~ -------------11\•~o C 65377 I ,,,I PLANS APPROVAL DATE \\"' " xp. 09-30-09t; TheStoteufColiforniooritsofficersorogents {< CIVIL * shot I not oe reSl)()flsible far the occurocy or .r,,.,.. --.'>- r;t;,Jllf)leteness of e1er;trlJflir; copies of this plan sheet. ~ OF CAL 1~ OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 Notes: 1. Place #4 1 within 8'-3" on either side of (l Column at same spacing as stirrups, tied around top longitudinal deck slab reinf. 2. For bent cap stirrup spacing, see"Bent Details No. 1" and "Bent Details No, 2" sheets. Legend: <X Indicates bundled bars ' 1----------------r------------------------"T-----r:::----------,~,~".~'~"~":--------,--------------,--------------,,-,~""'"~'~,~~=-."T---------------------------------1, ""~'"~ w, J~~~ '";;":ebec S5-760R FORD ROAD/ BONITA CANYON DR UC (WIDEN) ' OESIGN "' J. Wong " TRANSPORTATION Kosalrom Krishnan I / 6 F. Kong POST l,t[LE ; ""' ~· ~.,/' " ~~'.weber 22.50 BENT DETAILS NO. 4 DETAILS L. Reyes/E. Londos QUANTITIES "' ~ CORRIDOR PROJECT ENG I NEER AGENCIES H. Comoa STRUCTURES OES!GN DETAIL SI-IE.ET (ENC!..ISfll [R£V. 9nI9Sl I I ORIGINAL SC~LE !N !NCNES FOR Rl:OOCEO PLANS 0 , I ' I , ' ' I cu 12332 ' EA OG0131 D!SRECARD PRINTS B£ARING ~EVISION OATH IPRtl.lMIIWli SfAr;E ONl.YI EARLIER REVISION OATES ---l1j%OljOl-_.X'OS!06-.,,JIFOl!Oy-r.'08j"9·0HSj I I I I I SHEEI I 14 34 j f" l ~E ") P: \600, 915;? \CGdd\Sfr:.icT',SheeT'-Bon ! 1 o Canyon Q,-, ve\55-760R-h. bO 1 dt04 . dgn Concrete Barrier Type 732 Note: 1 '-5" #5 cont tot 12 30'-8''± 8'-9" 't NB Rte 73 27'-8" (Widening) #6 x 8'-0" bundled with each alternating op tronsver-se Match existing 4" Fi I let typ 1 '-0" 3'-0"± Closur-e Pour 1 '-0" 2'-7" TYPICAL SECTION Temporary railing Type K, see "Rood plans" Profile Grade ; L_ __ _ ~ N _, N %" Deep x 1 O" wide beve ! ed recess, {1 :1 bevels) on face of girder Soffit BEVELED RECESS ¾"=1 '-0" "5, S=1 O ~ @or ===== ~ ~ Additional top longltudinal reinf Note 1 L °"u ' #5 cont @ 18 bay \ Girder (typ} 1 '-8" ' typ #6 cont tot 2 per girder Place bars perpendicular to ~ I Closure Pour Note 2 the it. bridge Remove exist concrete Exist tr-ansverse reinf to remain undamaged #5 cont tot 2 per-4" fi I tet typ #4 cont tot 4 #5 cont tot 10 #5!::,r-- < \ \ #5 @ 12 max typ per boy #5 cont tot 8 \ \..._ ' \ ' "Beveled per bay spacing & location to match bottom transverse bars \ \ \ \ %" Drip groove typ fY ' L u #5 @ 12 #8 cont tot ea girder #61fStirrups ® #8 tot 2 typ Additional bottom longitudinal reinf Note 1 #5 Cont tot 7 per bay PART TYPICAL SECTION ½"=1 '-o" \ \ \ \ \ \ \ \ ROUTE 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17 .4 19. 7123.0 The State of Cotifornio er its offit;t;rs or agent s/11.JII not oe responsible for the accuracy or et:,tptetefles5 of electrardc copies of this p/(11'1 s OMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 FALSEWORK RELEASE & CLOSURE POUR SHEET TOTAL No SHEETS 269 288 Alternate 1: Fa I sewor-k shall be re I eased as soon as permitted by the specifications. Closure pour shal I not be placed sooner- than 60 days ofter-the folsework has been released. A I ternote 2: Fa!sework shol l not be released less than 28 days after the lost concrete has been placed. Closure pour-sha!l not be placed sooner than 14 days after the falsework hos been released. Notes: 1. For additional longitudinal reinforcement, see ''Girder Reinforcement No. 1" and "Girder reinforcement No. 2" sheets. 2. Remove deck along a straight line and protect alt existing transverse deck reinforcement. Only surface saw cut al !owed. Legend: Existing structure Bridge r-emoval (portion) Tight wire ties 3'-0" Closure Pour -: ~ ' ' I ' ' 2" 1 i---=--- I i ! Ex, ·sting ans verse nforcing tr rei .. i ______ ; onsverse New tr reinfor : : / .. ' .. ----! --y-----Face of existing girder Face o girder cing / "' . "' ---· f new ' ' } V ----. " ' ' """"' ' ,,,,,-------! #5 lonQitudinal bar (mrn 2 each @ top ond bottom) See "Part Typical Section" for reinf bars not shown ! 1 ! ' ' ---.. ; ; / ' ' ! ; ' Secure exist ing and new wire the reinf wi ties r; closure th tight ght before pour CLOSURE POUR REINFORCING 1"=1 '-0" Contractor shall verify al! controlling field dimensions before ordering or fabricating any materials. 1--------""T"""--------------r----r-=--------,,=,-----.----------.---------.--:=~-----------------lt 9Y C><ECKEO BRIDGE NO. C. Weber ~ TRANSPORTATION FORD ROAD/ BONITA CANYON DR UC (WIDEN) ?vERSIGHT J guchi 9/4/08 SICN Off DAT[ STRl.lCTli!lES DESIG/'I DETAIL SHEET (ENGLISH) !REV. 'J/2/981 J. wan DETAILS 8\, Reyes/£, Londos c><f~.;i;:;ang CORRIDOR 1----+,,cc, "--''="""'-"'--"'"°""--l-:,,"':,'°"'""""''-------~ • AGENCIES QUANTITIES H, Coman C. Weber ORIGINAL SCALE IN INCHES FOR l'IEOIJCEO PlAw.; Koso I ram Kr i shnon PROJECT ENGINEER cu 1 2332 EA OG0131 55-760R POST t.llLE 22.50 DISREGARD PRINTS BEARING EARLIER REVISION DATES -- TYPICAL SECTION R[~!SIOII OAT£$ {PR(li~lm.RY S1AG£ O'll Y) 11-'-01 OJ--oe 0&c -ua 01-11-0a F J LE "'> P: '\60019152\Cadd\S~ruct\Sheet\Bon ito Canyon Ori ve\55-760R-k-ts0l. cgn SH(EI • 15 34 It Abut brg 0.4L 1 GIRDER LAYOUT It Bent 2 I-' L1 j L2 W w Center of gravity O. 1L 1 ! 0.1 L2 0.4L2 I of coble path is porobo I i c curve l/) between points s~wn w-,+------------1------_:::"-<-------!-----1-----+--------------------+----1,wN ~--+--------------------+-i"Vl • 0 Stirrup spacing J "' ' "' 3" 15@4 #6 LJ or~ "typ" 10@6 15@4 10@6 :l:l:6 LJ or~ obtuse 10@12 exterior-girder- { * Note 2) Note: Contractor shol ! verify al I control I ing field dimensions before ordering or fabricating any moter-iols. @18 max See "typ'' st in~up spacing N "' / ~ q- 3" 12@12 10@9 See "typ" stin;·up spac 1ng 10@.12 20@6 0 ~z w Z1- -:::) -----~ _J 0 G>-'----------'-c-------------;''---!,1-<{ '<l: _J :a; a:: w 0 a:: 3" 20@6 25@9 80@3 10@12 40@6 @18 max See "typ" stirrup 10©.12 spacing l'.) LONGITUDINAL SECTION .. DESIGN J. Horiz: 3/12"=1 '-o" Vert: 3/2"=1 '-0" Wang CHECMED c. Weber ROUTE 73 PLANS APPROVAL DATE POST M!LES TOTAL PROJECT 15.0/17 .4 19.7 /23.0 Trie State of Colifomio or ifs officers or <YJellf s/1111 f not be responsible for fhe occurxy or car,pteteness of electronic copies of this plan DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 PRESTRESSING NOTES 270 ksi Low Relaxation Str-ond: ~ock Anchor Set 7,350 kips ¾ inch Total Number of Girders 3 Friction Curvature Coefficient u Friction Wobble Coefficient k 0.15 0.0002/ft Distribution of prestress force (Pjack) between girders shol l not exceed The ratio of 3:2. Maximum final force variation between girders shal I not exceed 3200 kN. Concr-ete: f~ = 5.0 ksi at 28 days f~i = 3.5 ksi at time of stressing Contractor shalf submit elongation colcufotions SHEET TOT AL No SHEETS 270 288 based on initial stress at ® = 0.837 times jacking stress. One end stressing she! I be performed from Abut 1. Legend: Girder flare width in inches Theoret i ca! point of no movement Notes: 1. For-girder comber diagram, see "Girder Layout No. 2" sheeT. 2. "*" use stirrups spacing for obtuse exterior gir-der on longitudinal section. 8RIDGE NO. 55-760R FORD ROAD/BONITA CANYON DR UC !WIDEN> ~ \ o-~c /i •' ~ TRANSPORTATION Kosolrom Krishnon DEs~srcHT Jon 'ttcafuguchi ~~ CORRIDOR PROJECT ENGINEER POST u:tLE 9 / 4 / o f3 l----+='-'-"'""'"-"--"'='--+o=c"""------1 AGENCIES 22. 50 DETAILS .. CH£C><E:CI L. Reyes/E. Landes r. Koo .. C><ECMED GIRDER LAYOUT NO. 1 1-;:,;;·:::~,:;:t:,~",; .. E:~'.; .. :-:M;;,;;.;;"~':"';;,:;-, -;";;.;;:";";;;.;-, -;;,,;;-,.;:_-:,~n;;:,,;;.;-, _____________________ _JL--___ .i.....:..:..::~:::..-----1;;;;:;;~~;--;::;;:;---t-r--r-i-7--,--T-tc'"uJi1 22333322--------1~"~'~"~';,";,;, ;,;,,~.;,.~.;,;.,;,;;.,;---1=::;;:J•~··~"'e'00;:'~"~"0111•11ecj,"T-:1~1J!:;;,q,:i)"1\•'.2""-~'!L' =;::::::;;:::::;=:+le•!ln~• +J•q e EA QGQ131 EARLlERREV1SIOHO.oTES -11· ·010): -~Clo· O.Ol-17-0! 16 34 QUANTITIES H. Coman C. Weber OR!GIW.L SCAlf IN INCl!ES FOR R(Ol)CEO PLANS I F ! LE "> P: \600 ! 9; 52\Codd\Struct \Sheet\Bon i to Canyon Or C ;1e \,55-760R-! : g_ I 001 , dgn f-w L2 W Center of gravity ::C of cable path is <.n parabol lc curve between points * Note 2 GIRDER LAYOUT 0.1L2 it Bent 3 I 0.1L3 Girder flare, 16'-0" . J~ Abut 4 ------------------7 ---typ/r/ ([_ G~::er -i--1-----f--vent holes ID L L 0 0 "'0 ~ a. u typ Edge of deck (exist) L3 0.4L3 ([_ Abut 4 brg ol "' L .0 +-0 .0 ., "" 0 1 C 0 0 V, :,'. w-shown w~._ ____ :_:_ __ __:::::,.... _______ -l------i---l-------------1---------~ V) .f-------------0.,--------+----, 0 ~z w z ..... ::i :::l I ------:::C O 1-u>-f-<;f-------------,''--------,,L---' <( _j ~o:: w 0 0:: c.:> @18 max See "typ" stin·-up spacing , 10@12 10@12 Note: Contracto1 shat! ver-ify all controlling field dimensions before order-ing or fabricating any materials. / "' 3" 3" 25@9 20@6 10@9 10@12 80@3 LONGITUDINAL SECTION Horiz: 1/32"=1 '-0" Vert: ¾"=1 '-0" .. DESJ GN J. Woo .. OETA!LS L. Reyes/E. QUANTITIES .. H. Comoo Londos N _, @18 max CH£CK£0 C. Weber CM£Cl<ED F .Kong Cf<ECl<£0 C. Weber ORIGll'AL SCALE IN Jl!C:KES l'Qll REDUCED PUHS 12'-0" 3" ID = ' "' -., "' -W----'- l 0 Stirr-up spacing "6 LJ or'\_ "typ" 0 0 C C 0 0 0. 0. u-, V, :-:: ;,;:: 0 N +-C ID a:, "" 0 0 C 0 0. V, :,'. ;,, 0 C 0 Q. V, ROUTE 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17.4 19. 7 /23.0 The State of California or its officers or agent shall not fJe responsible for the occurocy or cotlf)lefeness of electronic copies of this pion DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 0 Comber C 0 Q. u-, 0 0 "' +-C ID a:, "' 0 C 0 0. u-, s line 0 0 C C 0 0 Q. 0 u-, u-, :-:: ;,; SHEET TOTAL No SHEETS 271 288 ol "' L .0 <; +- 0 .0 ., "" CAMBER DIAGRAM Note: Does not include al lowonce for fa I sework No Scale sett I ement. Notes: 1. See Prestressing Notes and Legend on "Girder Layout No. 1" sheet. 2. "*" use stirrups spacing for obtuse exterior girder on longitudinal section. 0 ' ;,, C a 0 Q. • C a w 0 u I (t BenT 30'-0" 2 ----..,; / i 20'-o" Edge of deck 11-#10 per bay tot 22 <i. Bent 3 ----..,; 22'-o" / i 32'-0" ROUTE 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 15.0/17 .4 19. 7 /23.0 The Slate af Ca!ifornio or its officers or sflal I not be rt1$p(Jf)Sible far the rx;curocy or ca,plefeness of electroflic copies of this pion OMJM HARRIS 999 TOWN & COUNTRY ROAO ORANGE, CA 92868 ------------------------/ ______________ _ -------------------------------------------------------------------------------------------------------------------z ----------------------------------- -----------------I l -----------------------------------------------------------------------------------------------------------------( ------------------------------------------- --------------------------------~ ---------------------------------/ .~------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ _______________________ / ----------------------------------------------------------------------------------------------------------------------------- / I ! / / 28'-0" 22'-0" I , - - / i / 7-#10 per boy tot 14 ADDITIONAL TOP LONGITUDINAL REINFORCEMENT , , - l . I / / 6'-0" i 30'-0" I I , I I 7 deck /---------------,/ ---------------,i ----------------------------/--\ ------------------------IL __ ------------------------------J --------------------------;;_______________; ---------/ +l ____ ---17'-----''-' -¾/c-1 -~•..r_· --------+1_·-__ -_\-'-c-------+'-------1,-------------1/'-----------_-_--_-_--~_;-----'J<-_/~.-_' -------,--;1--------i/ 71---2~2~'---=o_" __ f--/ ____ =-3=-B_' -__,o~"-----1/ ~ 7-#1 o pee bay ~ 4-#1 o x 60' -0" 7/,-----=3'-"6'---' -...:0,_'_' ----,f--/----=2'--'4_' -...:0,_" __ ..;/ tot 14 per boy tot 8 ADDITIONAL BOTTOM LONGITUDINAL REINFORCEMENT Notes: 1. Not all reinforcement are shown for clarity. 2. Additional reinforcement shal ! be evenly spaced between the inside face of girders. Note: Contractor shall verify all controlling field dilTlensions SHEET TOTAL No SHEETS 272 288 w before ordering or fabricating any materials. 1-->"<;-,_--,-1_--_--~-----.--------------------..-,-ES-,-,.-.,,.,,,,,-J-.-.,-n-.-----r:,"·1"'.""',,-oe-,-----.------T-R_A_N_SP_O_R-TA_T_IO-N .... ,-0,-,-,,-om-,,-,-shna-n------.--;5-,:-,;-6:-~ ..... -F-O_R_D_R_O_A_D_/_B_O_N_IT_A_C_A_N_Y_O_N __ D_R __ u_c __ (W_I_D_E_N_J-I! OE{i§/4VEl!SIO>iT JoniilSguchi IIY Cl<ECKED ~ I I ._"_•-•-"-'-+~'""'--"''"'-"'"'l[=·..:'cc'c.c"":c'ca'--+-,,,'-'-·,:.'::e'":09'--------,I. CORRIDOR PROJECT ENGINEER rosr unE 11 '14 Oj, r,u•"""'' "H. Como" '"'"ro AGENCIES 22.50 GIRDER REINFORCEMENT NO. 1 w t-;';;''"~';'~' ~";'t';:;;:;:--;;;;;;:-;;;:;:;-;:;;-;;;;;,--:;;;;;:-----------------------...J1... ___ ,1,...:::."'"':::1!":------~;'~·;•~•:""~'~;-7:;::;;:---i-"T-T-,--,-,--,-t:;:;7;-;~--------i-;;;;;;;;;:;;;;-;;;;;--:1=-;;;:Ji,ll2[§]il:1~~~~~1e:;:=:;:=:;:=+~P:::J1'.;:~~ STRUCTUR£S OES!Glt OUAJL SlttET [El<GLISK) IREV, 9/U98) O!UGJNAl SC:.IU IN INCHES CU 1 2332 OISl!EGARO PIIINTS 8Ul!!NG PHIS'.W DAl(S l?RH!MltlARY STAG( IJ\tYI $11££1 Of ~ L------------------------,---------------------------,---""'_"_°""_'_'_"_"' ____ __!: ___ ....:. ___ .:,. ___ ..!..__J.-=E"!,A~O~G"-0~1 a-':''========k'c:",,-',,"c:'::-~,s',:"--,',,00="c:"-'==.,.;.-s+'~'-:_":;'12",::· :::•~•;::·::·=•i:•:_:•·'_::'·•::i__J__ _ _L_L_L_L_JL1~8:.J__:3::4'...J~ 1 F !LE =) P: \600'. 9152'\Codd\Struct\Sheet\8on i to Conyor. Ori ve\55-760R-: -gd101 .dgn - Note: i I #6 x 8'-o" @ 5-1/:-2'-' --1@--,~~~..,.;~c+--+-----@ oc ®----+-,r----+·~-=~cc~-;5 =-, 1---1 top & bottom p I ace '----"' normal to~ Girdern ~i Abut 1 1 brg / Face of 1 exterior- / girder-----. 6'-0" of deck J1 ::P 00 & bottom J I i ~LH+-+-4.< 1 -·,: ---------------------------------------i-------- --Face of diaphragm ---------r--r----·-. I /.✓-Typ deck Face of re inf diaphragm DECK CORNER REINFORCEMENT ¾"=1'-0" ( #6 X 8'-0" @ 51/,'' top & bottom place normal to Ii Girder ._/il Abut 4 .' brg .' I i i • 10'-0" _/' #67,fo> J top & "tiottom Girder I OJSTJ COUNTY I ROUTE 12 I ORA I 73 I 15,0/17 ,4 1273 288 19. 7 /23.0 <2r:.a ~ v~ 09-,02·08 O~/ RS:GlSTERED CIVIL ENV,.NEER ~~\>. o.-.,~< V <1::-"' ,t'-,._,.,, ~ ~ JJA-HrlA WANG 'i ==~===~=-----11; 1 c 65m 18i PLANS APPROVAL DATE ~ ~- !he State of CollfOf71iO or its officers or agents -{l Jlo :.... sool I not be responsible for the accuracy or .r CD1pfeteness of electronic copies of this ploo sheet. ~ OF CAL 1~ DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 Contractor-sha! 1 verify al I control! ing field dimensions before ordering or fabricating any materials. w 1--?1"--,~--.i-_g--.-=-~----,,-------------------,~,-"-,-.. --,-,,~,J-,-.-an_g ____ _,,~,~c~'..~~~b-ec------.~------T-RA-.-S-PO_R_TA_T_IO-• ..-~-,-a,-,00-,-,-;,-m-a-,-----.--;-~~:~~,6-:~~-r--F-O_R_D_R_O_A_D_/_B_O_N_I_T_A __ C_A_N_Y_O_N_D_R_U_C_{_W_ID_E_N_l~! oi::st;;::::6vERsJc1-1r Jon HQchi onAiLs aY CH£cKco CORRIDOR t--:s:=-;;;-;-,---t-------------------------------1 9 / 4-/o'B E. Lanctos F. Kong PROJECT ENGINEER I--"'""'"-'-'""-""''-! " l-a-•• -.,-,-.,-,,+,c',H~,~,ama=n"------+.c,.c,.;'0,',;,'w""",0"'",,-----1 AGENCIES 22. 50 GIRDER RE IN f ORCE MEN T NO , 2 w f-;';'~;;;;0 ;;";;'; 0 ;;"~';;;-;;;;:;-:--;;;;;:;-;;::;;;;;-;:;-:-:,:;;;;;----------------------,.,_ ___ ..,_"""'-'=-------"';;:;;;:-'~'.;";;-;:::;;-----r-,-l'--,--T-r-r1ciTiz""2 ________ 1,;;;;;:;;::~-;;;;;:----i:=:;:;::ll~;;:;;!i(1'.E~~'.l1B~µC=;::::;=::;:=::i:~q:Jqi I STRUCTURES DESIGN DETAIL SHEET (ENGLISK) lREV. 9F2/911l 0/1.IG[JUL SCALE IN IIICllES ' I ' ! ' / cu 1 2332 DISREGARD PRl~TS BE:AR!Nll 1 ~EV/SJOO OAl[S (PllEUMl/i.o.Rr STAGE OOl.Y) 1 SI,[[[ or ~ FOR llEOUCED PtANS O , 2 3 EA OGOl 31 EARLIER RrvIsI0N DATES -ji2__wo1jn~l~~j◊MJ--l!Ej I I l I I I 19 I 34 ~ I ; F: :..E "-) P. \600, 9152\Cadd\Struct\Sheet\Son, tc Canyon 8n ve\55 760R ! gd-J-02 .dgn 1/2" x 3" FI athead cap screws with insert assemblies (tot 4) Concrete Barrier Type 732 1/" r-ecess 1/4" Recessed stee I plate barrier, galvanized ofter fabrication (Note below) Blockout in barrier to accept joint seal assembly and anchorage .'.(. .c 0 +-ID "' " +-.0 C E ID 0 "' ~ "' 0 Joint seal assembly edge beam, anchorage not shown 3' -0" Closure pour ---------------·--""\ ;-----'--...--------'--------\ \ Closure pour thickening to match exist overhang Note: 1/4" x 12" wide bocking plate on bolted side only. (1/4" gap on non bolted side} \ \ \ \ \ \ SEAL INSTALLATION ([_ Abut 1 brg ----.,., / Deck ¾"=1 '-0" ([_ Abut 4 b r g ---·,,/ , Concrete barrier Wol 1 LOL l- --------r-I , , , , , , , , , , , , --~---i-----------, , , , , , , , , , , , , , !,:' -------------------- , , , , , -------------... _ I I ,--------, ' ' ' ' , , ' , , ' , ' ' ' ',, ~ _____ .J I I ' ' ' ' i \ C , ' ' ' -------"\,,_ \ ', ' Concrete barrier ------------------------------------------------------ ~ PLAN DECK JOINT No Scale 2'-6" 1/'l" Steel plate barrier ' Edge of deck #5 x a'-o" tot 4 bridge side of joint DIST COUNTY ROUTE POST MILES TOTAL PROJECT 12 ORA 73 15.0/17.4 19. 7 /23.0 ~ Zi/4 NEER PLANS APPROVAL DATE The Stole of Col lforoio er ifs officers or agent s/101 I not be respon$it;1e for the occurocy or wtpleteness of electronic a;,pies of this plan DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 1 '-6" Struct-ure approach / Structure approach Limits of ½"recess-+-----..,, #:4 X 1 '-0" tot 4 each side of joint- Joint sea! ~f---- assembty (new) i , i Joint sea! assembly (new) Direction of traffic -- PLAN DECK JOINT LIMITS Note: Struct-ure approach (overhang) See ri~ht side for re1nf See Note 2 "a+½" X y 12:2] Indicates Joint Seal Assembly SECTION C-C No Scale Construction joint Optional construction joint location 1'--0' #5~"@ 1'-0" #5,,~ tot 7 2'-6" #4~@ 4" 11/2" x 6" Key in overhang See DeTail D Blackout NOTES: 1) For details not shown, see Bridge Plans 2) x is greater than or equal to y "a" 1-----J--Limits of ½" recess Edge beam for joint seal assembly not shown ELEVATION A-A 1½" cir DETAIL D No Scale Note: Reinf shown is in addition to slab reinf SECTION B-B No Scale DECK OVERHANG AT ABUTMENT No Scale SHEET No 274 .TOTAL SHEEtS 288 " 0 ~ 0 iC w ~ 0 Contractor shall verify all controlling field dimensions before ordering or fabricating any materials. w 1----------------,,--------------------------T"----,-,,----------.~c"~c~«~c~,--------,---------------..--------------"T-,-,-.,-,-,-oo-. -.----------------------------------lg "' ~"~; Jo'.':>'('."....<.,,.,guch, ,· c",:; .. ,~00 ~ CTROA8N8S10PO08RTA TION Koso lcom Kci sheen tj5~5[:-7:;j61gOR::j-_F_O_R_D __ R_O_A~D;:/;:-B;::O-:;N;-I_T:;A~:C-;A:-N-:Y:-;O:N:;-;D-;-R;--:U:-C_(_W_I D_E_N_)7§ ~ ~ . on PROJECT ENGINEER POST MILE II 9/4-/08 1----+,,=.'---==----+c"c"c=c,=w=-----1, AGENCIES 22.50 JOINT SEAL DETAILS a L;';:";;":;"';;'~0;;'7";;;;:;;:-;;;;-;;;;;;:;;;--;;;;;~~;;,-------------------------.1..---..1...:"'""~~-----~;:;:'~·;;";"~'~r:-;;:-;::;::;---t--r-T--,--,---r-7,...Jt"c-;:;-;-2's-;;:---------t;~~;,:;~:;:;:-----r::::;:;:B1~[11ill:111!~~q1111:~c::;=::;=:::;==p;~:::j:~=~-1 STRUCTURES D£SlGN DETAIL SKEET (ENGLISH) (REV. 9/2./98) O!IIGll'I.U. SCALE IN INCJ.1£S CLJ 12332 DISREGARD PRHITS SEARING !lHISION OAT(S ll'f.£Ll!.!lflli!1Y STAGI: Oliltl Sfll;f.l 3•4 ! L---------------------------,------------------------------,--•-oo_~_-_,_,_,_~_, _____ .!!,_ ___ ...!, ___ _! ___ _;!..__LE'=,;Ae,,O~G"-"Of1i371,-,,:;;c,,-,,;;-;:::;:;c,-,,,::,,,!~'="~'7",'='"',"~"~'~c:::o~•~"~';::,c:::c;;;;:c;f'f'·,:.::"'~•~-~-~•f•~-,:,:·•::i::•~-n~-•:L_..l._..J._..J._..J. _ _J_....JL2~0::_L:::..:~a FI LE => P: \60019152'\Codd\Stauct\Sheet,Boni tc Canyon Dr ve\55-760R-q-jnM-t-01 .dgn . i I -! , w " ~ 1/2" cir <½" Face of Barrier @. 6" max centers Stagger BOLT & PLAN PLATE 10" >"-=---! I I . I I . 2" ! I I I ~ I I 0 0 ,.,.,. P,; ·"" 1/16" ){ WI~ sheet VIEW B-B X 5 Note A Steel plate barrier holes @ 18" LAYOUT I I 13" , - .' Steel plate barrier wid e neoprene cr:el ¾ x 8½ x 18 Bend to match face of barrier plate barrier: SECTION D-D Top of deck"\ 1/16" Gap Face of Barrier ~ See "PI on Bolt -~ & Plate Layout 4 X 3/4 ~ Place anchor bolts for steel plate barrier on opproching traffic end . ( 8" 10" 2". 2" r-1 Steel plate barrier SKEW < 20° l o ' @ ________ @ __ SKEW > 20° %" 0 A325 1 %" reach, Torque to 150 ft. lbs. ' ' Paving notch or : Closure Pour Limits ---l ' : ' ' Bar 4 x ¾" 2" clear ( Typ I ½" @ max temp-Exact width to be determined by the Engineer Normal to joint~ 1/11" mm Beve I ~' 4" I 11/z" -' 1½" ! . r---------; :-----1 I DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 15.0/17 .4 275 288 19.7/23.0 PLANS APPROVAL DATE The Stote of Collfornio or its officers or o Sholl not be responsible for the ottWOCY or ccq,leteoess of electronic copies of this pion OMJM HARRIS 9'39 TOWN & COUNTRY ROAD ORANGE, CA 92868 I¾" fJ Recessed ho I e -typ. -~ ¾" 0 Hole in bor and ong!es-typ. l 11 ~ ;---Top of deck • ' _j__ ___L__ ----.------ ' ' ' : ' Use instol lotion bolts extended ½" -------min ond coot with bond breaker. After qJ concrete hos cured, remove instol lotion bolts, install A325 bolts and sheet neoprene : ' Weld ' ' nut to ongle at 2 locations %" x 8" anchor studs @ 9"± (6" long in overhang) ___ _;..Le.=C:::.. __ ~- 3/16 x 13" wide sheet neoprene l VIEW c-c 1/!6" X sheet 13'' wide 1/16 Gap neoprene Steel plate barrier bar6x¾x 2x 1/4 x5 Match existing joint width for closure pour ' ' :,=--Closure pour I imits ' ' ' ' : ' : ' ' Note : Stagger anchor studs on centers thus • • Initial Pour Limits Expanded polystyrene I Note A SECTION E-E Match slope of Barrier or Curb face Tight fit ~ ¼"ii Steel X 3/, plate barrier- Bar 4 x 1/2 See "Pion Bolt & Plate Layout" Ber 4 x ¾" ~/ ¾6" x 13" wide sheet neoprene ¾" 1/16" Gap Tight fit !/4" "a" SECTION Joint Information Movement A-A "o" 0 imensions 9"± i4½'± j4½'±; 9"+ I Location Ratin1 Skew Winter Spring & Summer Fol I NOTES• ( MR Abut 1 3" 26°28' oo" 1" ¾" ½" ffi Abut 4 3" 26°28'00" 3/,' ¾" ½" Full penetration butt welds may be substituted for fil !et welds on all anchor studs. Alternate types of anchor studs moy be permitted subject to the approval by the Engineer. Joint sea! assembly to I imits). Closure pour tolerances specified. be used in conjunction with closure pour. (See other sheets for shall not be p!oced until final deck surface is within the Use joint at crown of roadway, at any change in traverse slope in deck and at changes in horizontal direction. Place other joints at or near lanes. Al I metal ports to be pointed or galvanized ofter fabrication. Sheet neoprene shal I be fabricated in one continuous piece or Joints shol I Neoprene sho! I be fabricated to bend around corners. 1" holes in neoprene be dri I led or punched so that the neoprene is not distorted at the time of NOTE A be vulcanized. sheets sho I f i nsta \ lat ion. L4x3x½ Stop on high side of deck ~-~6'-"----i Insert assembly or expansion anchorage far¾" x 11/,t'' A325 bolt. NOTE B 00 0 0 ~ <: m HIGH BARRIER SIDE DETAIL LOW BARRIER SIDE DETAIL Use the sidewalk Detai I ot ol I sidewalk joints, Use the Barrier Oetai I at both sides if -;;-the roadway is crowned or if the difference in elevation between the ends of the seal 0w is 0.5' or !ess. ~ SIDEWALK DETAIL ( See Note B) NO SCALE 3 t-1-:::::::;::::;:::::I~Ei~fil[:fil~~~r:::::::::;::;;;::::::::rz,r-:-::'"'.:""-:-:-::--:===::-,,:,:-::-----::-----,-----".~~~----,---".__;.:.:...;::.:.::;::.._ __ ....-::~,,...,.----------------I' :,W" 1/08/07 ""'" " H :!!~DARD DR~~!,~G T. O£LJS "'"'""" 1 Added joint informotion and "a" dimension CA LiFo RN I A DIVISION OF ;~:';.:~ FORD ROAD/BONITA CANYON DR UC (WIDEN) ~ ( See Note B ) Hi"~"=-;;~~~o~,t .. ~•~csj~~Rt. ~YE~Et===i';""~";;':=:Tt. ~D~£~LJ~S==j -;i'U.,; ~ ENGINEERING SERVICES 1-'""='~'="'="'-I JOINT SEAL ASSEMBLY NO. xs8~010e SU6M[TTED C.W.PURKISS g:~1"~ 9/9.3 O''rlC£CHle• DEPARTMENT OF TRANSPORTATION 22.50 (MAXIMUM MOVEMENT RATING = 4") OS CSD 2H7A (ENGUSHJ [RfV. X/XX/XXI OOIGJNAL SCALE IN INCHES FOR REOUCEO PLANS a 2 cu 12332 EA 0G0131 OJSREGARO PRINTS BEARING EARLIER REVISION DATES --11· 21 34 USERNAME '=) LondasE P: \5001 91 52 \Codd EB { As shown) BB (Opposite hand) Wingwa! I LOL Face of barrier Edge of deck overhang & edge of structure approach f---------j;,'777e77-r,77-r,7777e77y;ry/· (exist) !t NB Rte 73 PLAN 1/,"=1 '-0" #5 tot 4 Blackout for 1 '-o" 1 '-o" min joint seal assembly ----"'""" #5 X 2'-0"@ 12 See Note for existing bockwal t Backwal I TIE JJu: _rl=-£ DETAIL No Scale Note: #5 dri I! and bond into existing abutment bockwol l BAR CHAIR DETAIL No Scale Match deck overhang Note: Contractor shall verify al I control I ing field dimensions before ordering or fabricating any materials. 30'-0" Pay I imits for Structural Concrete, Approach Slab "Tie Detail" #5 bar chairs @ 3'-o"± transversely and 4'-0"± longitudinally 3" slotted #5 @ 12 plastic pipe 3" cir I ,,/ Filter .,.,. fabric 6" #8 @ 6 TPB {Treated Permeable Bose} Geocompos i te drain 1'5 @ 18 ', I \ I I )--See Note 2 SECTION A-A \ ' I '---✓ Concrete barrier Type 732 #5 cont tot 8 3/," = 1'-0" Structure Approach #6@.12 #5@ " ,_j Geocompos i te drain 3'-0" ci 2'-0" 10'-0@ 6 Wingwal I LOL SECTION B-B 3/," = 1 '-0" Notes: 1. For details not shown, see Structural Plans. TPB #5 cont tot 8 2. For drainage details, see "Structure Approach Drainage Details" sheet. 3. Longitudinal construction joints, when permitted by the Engineer, shall be I ocoted on I ane ! i nes. 4. The transverse contact joint with new PCC paving, refer to Standard Plan P10. 5. At th€ contractor's option , approach slab transverse reinforcement may be placed paral le! to paving notch, Spacing of transverse reinforcement is measured along It roadway. Legend: [2:'.1//2) Limits of bridge/structure approach removal Transverse contact joint Note 4 ROUTE 73 PLANS APPROVAL DATE POST M[LES TOTAL PROJ£CT 15.0/17 .4 19. 7123.0 The Stole cf Colifornio or its officers or agerit sNJII nM /Je responsible for fhe occur(J(:J or COIJ)lefeness cf electronic copies of this pion s DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 SHEET TOTAL No SHEETS 276 288 Note 2 TPB / Structure Approach #5@ 18 • 1'5 @ 12 4'-0"± Limit of approach slab removal #8 @ 6 Concrete barrier #6@ 12 Remove existing wingwoll to 3'-0" below finish grade SECTION C-C ¾" = 1 '-0" • • New construction Note Existing Structure Approach Existing TPB Note: Protect al! transverse slab reinf in place and lap with new construction re inf. 7 See "Longitudinal construction joint alternative" as the contractor's option. Ori 11 and bond #5 X 1'-9"@ 12 in 6" deep hofe 0 ::? Existing structure approach LONGITUDINAL CONSTRUCTION JOINT ALTERNATIVE JI." = 1 '-0" ' C C C C 3" Plastic pipe (Slotted) Drain outlet Type B Geocomposite droin-°'.;,.,.--1:1 3" Plastic pipe ( Uns rotted) 3" Plostlc pipe (Uns!otted) Top of footing H SECTION No Scale l / ..... TYPICAL PLAN No Scale Optional construction joint,see "Section H-H" E-E Out1ets,see "Rood Plans" NOTE: Bends and junctions in 3" plastic pipe ore 2'-6" radius min. slope 3" plastic pipe (slotted) E --© 0 +-"' "' >, +-"' E ID ..., g >-,.~ 0 0 "-L " C 0 ID E 0, © 0 L C 0 0 L +- U E +-© "' +-"' X >, w"' #6 X 4'-0" Tot 2 1 '-0" Geocomposite drain I 3" Plastic pipe (Slotted) "Drainage Detoi ls" CANTILEVER WINGWALL SECTION F-F No Scale l_,...l---f7-Bend reinforcing to ovoid pipes 2· -o" Optional ! const, joint ----J Wo I l reinforcing """'-J-,-----: Wal I footing) : : ' SECTION H-H No Scale Top of footing __J Drainage pod (Minor concrete) Geocomposite drain Fi 1 ter fobr i c 3" Plostlc p!pe (Slotted) TPB DIST. COUNTY ROUTE 12 ORA 73 PLANS APPROVAL DATE KILOMETER POST TOTAL PROJECT 15.0/17 .4 19.7/23.0 The State of Col ifornio or its officers or a shol! not be reSJ)Oflsible for the occurocy or ~!e+enes.s of electronic ~ies trf this p!on s DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 Geocomposite drain i 1 '-0" 4" I WITHOUT FOOTING WITH FOOTING DRAINAGE DETAILS No Scale SHEET TOTAL NO. SHEETS 277 288 C ' C C C " § " 0 ii'. 1----------::-,,,.,.,,:==--::::::-:-:=:-:-:-:-:::------------,-&;,:-, -"'.'.M-od7if:-:i-ed'."7."T-yp-:-ic-o:-I ".'.'Pl:-on-::,,-. -:-,,S:-e:-ct7io-n-:F:--F~"-, -,--::S;::T::-:A:-::T;;E:-;:0:;F:----,---D-I_V_IS-IO_N_O_F __ T,__-;;,=;5;;,=~';;:~.-::;:z~l-=F:-::O:-::R:-::D:-::R::-0::-A:-:-D-:/-:B-:O:-::N::l::T:-::A-::C::-A::-N::::Y:O-:-N:-:D:-::R:--'.U:::C---:(::W::1::D-:E::N:-:l:1~ "Section E-E" CALIFORNIA STANDARD DRAWING PESlGN " M. TRAFFALIS CHF:Cl<EO E. THORl<ILD5£N '1.:C£A$EO O< REl£ASE DAT£ 4/ 23/ 98 C"EC1<£D DETAILS " A.YE;£ F!LE 1s3-110 OR~"lNC "'· 5'UBM!TTED M.HA PATE OS OSD 2,~n 114:TR!CI (R£v. U2S/97I £. THORKILDSEN ~ ,.SD,. 4/98 OSF!CE CHlrS /J:,. Deleted "section G-G, "Oetoil B" DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES "';':;~"' STRUCTURE APPROACH DRAINAGE DETAILS 0!11G!NAL SCALE IN MILLIMUERS fOR REOI.H:E0 PLAHS cu 12332 10 20 ,o 40 &0 60 10 ao go 100 EA 0G0131 DISREGARD PRINTS BEAR/NC EARL!Ell REVISION DATES VSEel.NAME "'> LondosE 23 34 P: \.600191 52\Cac Backfill abutment to grading plane prior to placing slope paving Top of ro! led ~ ,; '/ • For c;:Jitch see 'Road -------------------- Outlet 4"¢ PVC pipe WITH DITCH WINGWALL ELEVATION No Scale 2" expanded polystyrene Face of abutment #3 cont Match roadway side slope ~~--6 x 6 -W1.4 x W1.4 welded wire fabric 0 ' Formed e ge 1 ·-o":': • I 2'-0" 1 '-0"± TYPICAL SECTION CONCRETE No Sco!e NoTe: Contractor shal ! verify a!! control I ing field dimensions before ordering or fabricating any materials. PAVING Remove portion of slope paving (along side of wingwol I) BR 55-760R (exist) typ New 55-760R (widen) ---Note j ·-i' .P below // .l' ./' .l /' ROUTE 73 PLANS APPROVAL DATE POST M[LES TOTAL PROJECT 1 5.0/17 .4 19. 7 /23.0 ,,----:~-' J, ...... --... /• The Slate of Co!ifomio or its officers or agent shall 110t be responsible fer Irie <JCCIJf'(JCy or corpleteneu or electronic copies of this plan / ' /,,,, ......... ,,/ ...... • , , , , / / , / DMJM HARRIS 999 TOWN & COUNTRY ROAD ORANGE, CA 92868 / / Construct constant slope paving along , side of wingwal! with / stiff broom finish ' <newJ --r~ Slol?e roving (exist Note: Reconstruct portion of slope paving as required. PICTORIAL VIEW OF TYPICAL INSTALLATION 1 '-0" 6 X 6 -W1 .4 X W1 .4 welded wire fabric typ 2'-0" 9" 3" SECTION A-A No Score No Scale Top of rol I ed edge ¾" Edger finish f Concrete 'paving '-::::=~-+ " '--. 1/z" Expanded '; polystyrene For-med edge 1/2" Premo! ded exp joint fl J !er * 1 '-0" thick cutoff wal I at end of W.W. --1----.;, Edge of deck 2'-0" 1 '-0" 9" R=12" Outside face of W.W. SECTION B-B No Scale *This dimension becomes zero when edge of deck is at outside face of W.W. Top of rolled edge %" Edger-finish R=6" :,:;1 #4 @ 18 max 0 #4 @ 12 Formed edge SHEET TOTAL NO SHEETS 278 288 SRIDGE NO. ,:,<,:c,<£0 F. Kang ~ TRANSPORTATION OESION J. Won Kosolrom Krishnan 55~ 760R FORD ROAD/ BONITA CANYON DR UC (WIDEN) ERSIGllT Jon~guchi 9/4/of, SIGN OH ofu S1RUCTURES OES!Gtl D(TAIL 51\EET (Et/GLISH) (REV. 9,'2196) 1-'-"_._,_,_s_+--"''-''-'L"o"'o"do"s'-----+-,'-'"f,,:'._",::; 0 0"-n"g _____ -l CORRIDOR ouANT1T1Es 11"H, Como" c""c"i:D AGENCIES " C, Weber ORIGINAi. SCALE IN IIICl<ES FOIi REOUCED Pl..lNS PROJECT ENG! NEER cu 12332 EA 0G01 31 POS1 MILE 22.50 SLOPE PAVING -FULL SLOPE F ! LE = > P: \.6001 91 52\Coctd\Struct\.Shee-t\Bon i to Canyon Qr i ve \55-760R-y: spdt. dgn 24 • 34 □ 1 srl COUNTY I ROUTE I rJ'-r°iLr tUJ-JlCT l5HN~ETIJJIETE\Ls I 12 1 ORA I 73 r 15.0/17 .4 12191 288 19. 7 /23.0 ~?/! - ~;~~"~''"'"'•, GEOTECHN!CAL PROFESSIONAL f:, "''{, !2 ENO! ZHAI 'i CONSISTENCY OF COHESIVE SOILS I~.~ '"'"' I~ CEMENT A TION PLANS APPROVAL DATE ~«:{I: K~.09/30/08 J},r; - Description Criteria Unconfined Pocket KLEINFELDER J), &-oTEcm<W"'" ;,,- Description Compressive Penetrometer Torvane Field Approximation -ftt-0.-C~LI~-.; Measurement (tsf) 8 Pasteur, Suite 190 Crumbles or breaks with hand I ing or Strength ltsf) Measurement {tsf) Jrvine, CA 92618 Weak I itt!e finger pressure. Very Soft < 0.25 ( 0.25 < 0.12 Eos i I y penetrated several inches Moderate Crumbles or breaks with considerable by fist finger pressure. Eas i I y penetrated several inches Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 Strong Wi 11 not crumble or break with finger by thumb pressure. Medium Stiff 0.50 to 1.0 o.50 to 1.0 0.25 to 0.50 Penetrated several inches by thumb with moderate effort Stiff 1 to 2 1 to 2 0.50 to 1.0 Readily indented by thumb but penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail > 4.0 > 2.0 Indented by thumbnai I with Hard > 4.0 difficulty BOREHOLE IDENTIFICATION Symbol Hole Description Type B A Auger Boring PLASTICITY OF FINE-GRAINED SOILS Description Criteria ~ R RoTary dri I led boring p Rotary percussion boring (air) Nonplastic A 1/8-inch thread cannot be rolled at any water content. i> R Rotary dri I ted diamond core The thread can barely be rolled and the lump cannot be for med when drier than the Low plastic limit. -00 HD Hand driven (1-inch soil tube) HA Hand Auger The thread is easy to rol I and not much time is required to reach the plastic limit. • • D Dynamic Cone Penetration Boring Medium The thread cannot be rerolled after reaching the plastic limit. The lump crumbles A CPT Cone Penetration Test (ASTM D 5778-95) when drier than the plastic limit. [J 0 Other It takes considerable time ro! I ing and kneading to reach the plastic limit. The thread High can be rero! led several times after reaching the plastic limit. The !ump con be formed Note: Size in inches. without crumbling when drier than the plastic I imit. , ~ C C C C C 0 .£ .£ .£ C ~ ~ ~ ~ C 0 0 0 0 Hole 1.0. - u u u 0 0 Hale 1.0. 0 Hole 1.0. 0 Top Hole El. 0 ... " J J J Hole J.D. J Top Hole El. Ton Hole El. Top Hole El. C 3" 1" Casing driven l ::D:~~t--Description of material ;:/o count record~d...------'. NC -Pressure measured ' Blows per 12" -30 [ Groundwater No p C Size of Sampler \. ~0'7. rn ,, .. surface 2 Gws. Elev. along sleeve friction a: (inches) (Using 28 lb hand Pushed 4 Datev measured element (34.88 inZ Pressure measured ~ I 16 1.4 ' ·,. M XUWXUU} Field & Lab Tests hammer with o 12" G Elev. 4 area) divided by on tip element ~ C: [/4 Date· measured Driving rote in • ' SPT N-Volue GWS Elev. drop or as noted) p . 10 pressure measured {2.33 inZ area) ~ 1•,1. . seconds per 12" 31 {per ASTM 1586-99), . ...... Date measured :~;.:~ Description of 17 on tip element. P = push sample, \~\fMaterial change Pulled Pipe< materials (using a Stanley ,. MB 156 percussion " or as noted §· Estimated material change 60 ~ " hammer and a 2. 2" ., ~ Soi I /Rock boundary p (SI/ Sample cone, or as noted) 60 ~ 500 ~ !Sl token 43 ~ II 3 1,...--1 BO/O~ 6 4 2 10 20 30 Refusal 154 Friction Ratio (1/.) ' Bor-ing Date Boring Date 200 Tip Beor-ing (MPo) • Terminated at Elev Boring Date 100 Boring Date Terminated at Elev " Hammer Energy Ratio (ERi) = 7. ~ ROTARY BORING HAND BORING DYNAMIC CONE PENETRATION BORING CONE PENETRATION TEST ICPTJ SOUNDING s 0 w ~ < D w . 0 Sfl!DGE NO, ~•1= a A.,._;. ORAWN BY K. MacKenzie M. Garde FORD ROAD/BONITA CANYON DR UC(WIDENJ ~ D ~A,HT FIELD INVESTIGATION 6Y• _...TRANSPORTATION Endi Zhai 55-760R 'o CORRIDOR AGENCIES PROJECT ENGINEER POST MILE " X q /f.L.Dlf DATE: LOG OF TEST BORINGS NO. 1 SIGN OFF ofil CHECKED BY s. Lawson 22.5 w " ' I ' 7 ' I cu 12332 Rtvl3ION OATU 1P•!:~IJJINARl' ST•o.f. ot/LYl I 5HEU o, z OSF GEOTEOINICJL LOG OF TEST OORJNGS SHEET (ENGLISII) (Rl:V. U2'SX16I ORIGINAL SCALE IN INCHES n~mr~e~i1~ ~mNC ---------1-0HM11Cli:.1mloH1-oal 0 FOR REOLICEO PLANS I I I I I I I 25 I 34 w 0 ' ' ' EA OG0131 ½ ~ C ' 0 a ' . C -I I !· lc.E > P.\6001~152\Cadd\S ruct\Sneet\San,ta Conyon D ive\55 760R z, ltb01.dgn - I REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Grophic/Symbol Group Names Graphic/Symbol •••:1 Wei I-graded GRAVEL /1// / •,: .• •.•I GW / / i Wei I-graded GRAVEL with SANO /// l-o,';j;~"o-'~'-j!------+-P-o_o_r_l_yg_r_a_d_e_d_G_R_A_V_E_L----------V1/½ / 000.,,7 GP / /, O/"> ~ q Poorly graded GRAVEL with SAND GW-GM GW-GC GP-GM GP-GC Well-graded GRAVEL with SILT , /. •,/' Wei I-graded GRAVEL with SILT and SAND i / Wei I-qraded GRAVEL with CLAY '/ {or S1LTY CLAY) / Wei !-graded GRAVEL with CLAY and SAND • /' (or SlLTY CLAY and SAND) / Poorly graded GRAVEL with SILT Poorly graded GRAVEL with SILT and SANO P1oorly oraded GRAVEL with CLAY or SIL TY CLAY) Poorly graded GRAVEL with CLAY SAND lOr SIL TY CLAY and SAND) and ! ! jl,J,2i~. GM SILTY GRAVEL 00; lit ;.j SIL TY GRAVEL with SAND ~ // l:-'olRJ,;;'.+-------+---------f1/0,J, l,f'o ,,_ CLAYEY GRAVEL '_,; / :,{;? GC CLAYEY GRAVEL with SAND :c;( ! )1' ~ \ ~:c:+---'--------------------1:: Sil TY, CLAYEY GRAVEL GC-GM ' SIL TY, CLAYEY GRAVEL with SAND I We! I-graded SAND SW Wei I-graded SANO with GRAVEL Poorly graded SAND SP Poorly graded SAND with GRAVEL Wei I-graded SANO with SILT SW-SM Wei I-graded SANO with SILT and GRAVEL • • ~•: Wei I-qraded SAND with CLAY l'I :! I '51 : (or SlLTY CLAY) ',. a· ·a· SW-SC Wei (-qr-oded SAND with CLAY and GRAVEL ! i! :;ii ~:~r~:L ::a~~:y S:: ~,~::E~:LT II i[' .. 1:11:1 SP-SM Poorly graded SANO with SILT and GRAVEL I Ii j P1oorly _qraded )SANO with CLAY i?"?"& or Sll TY CLAY ~ • SP-SC Poor.LY graded SAND with CLAY and ~ •. · . GRAVEL 1or SIL TY CLAY and GRAVEL) ~ •• ~~°'----!~-~··, .:.-1 SILTY SAND ·.T: 1 SM SIL TY SAND with GRAVEL ,:-'"'"'"""1· PT j PEAT F=~J.. "'"" 'i I: r58 li,6e'cv •. ,.. e'&.f---.j-g_g_:_:_t~-~-a_n_d_80_U_L_D_E_R_S ________ --f~ CL CL-ML ML OL OL CH MH OH OH OL/OH Group Names Lean CLAY Lean CLAY with SAND Leon CLAY with GRAVEL SANDY !eon CLAY SANDY !eon CLAY with GRAVEL GRAVELLY lean CLAY GRAVELLY lean CLAY with SAND SIL TY CLAY SILTY CLAY with SAND SILTY CLAY with GRAVEL SANDY SIL TY CLAY SANDY SILTY CLAY with GRAVEL GRAVELLY SILTY CLAY GRAVELLY SILTY CLAY with SAND SILT SILT with SANO SILT with GRAVEL SANDY SILT SANDY SILT with GRAVEL GRAVELLY SILT GRAVELLY SILT with SAND ORGANIC lean CLAY ORGANIC lean CLAY with SAND ORGANIC lean CLAY with GRAVEL SANDY ORGANIC lean CLAY SANDY ORGANIC lean CLAY with GRAVEL GRAVELLY ORGANIC lean CLAY GRAVELLY ORGANIC lean CLAY with SAND ORGANIC Sil T ORGANIC SILT with SAND ORGANIC SILT with GRAVEL SANDY ORGANIC SILT SANDY ORGANIC SILT with GRAVEL GRAVELLY ORGANIC SILT GRAVELLY ORGANIC SILT with SAND Fat CLAY Fat CLAY with SAND Fat CLAY with GRAVEL SANDY fat CLAY SANDY fat CLAY with GRAVEL GRAVELLY fat CLAY GRAVELLY fat CLAY with SANO Elastic SILT Elastic SILT with SAND Elastic SILT with GRAVEL SANDY elastic SILT SANDY elastic SILT with GRAVEL GRAVELLY elastic Sil T GRAVELLY elastic SILT with SAND ORGANIC fat CLAY ORGANIC fat CLAY with SAND ORGANIC fat CLAY with GRAVEL SANDY ORGANIC fat CLAY SANDY ORGANIC fat CLAY with GRAVEL GRAVELLY ORGANIC fat CLAY GRAVELLY ORGANIC fat CLAY with SAND ORGANIC elastic SILT ORGANIC elastic SILT with SAND ORGANIC elastic SILT with GRAVEL SANDY ORGANIC elastic SILT SANDY ORGANJC elastic SILT with GRAVEL GRAVELLY ORGANIC elastic Sil T GRAVELLY ORGANIC elastic SILT with SAND ORGANIC SOIL ORGANIC SOIL with SANO ORGANIC SOIL with GRAVEL SANDY ORGANIC SOIL SANDY ORGANIC SOIL with GRAVEL GRAVELLY ORGANIC SOIL GRAVELLY ORGANIC SOIL with SAND FIELD AND LABORATORY TESTING @ @ @ @ @) @ @ (0 @) 0 @ @ @ @ @ 0 @ @ @ @ @ Consolidation (ASTM D 2435) Co! !apse Potential (ASTM D 5333) Compaction Curve (CTM 216) Carros iv i ty Testing (CTM 643, CTM 422, CTM 417) Consolidated Undrained Triaxiof (ASTM D 4767) Direct Shear (ASTM D 3080) Expansion Index (ASTM D 4829) Moisture Content (ASTM D 2216} Organic Content-% (ASTM D 2974) Permeobi I ity (CTM 220) Particle Size Analysis (ASTM D 422) Plasticity Index {AASHTO T 90) Liquid Limit (AASHTO T 89) Point load Index (ASTM D 5731) Pressure Meter Pocket Penetrometer R-Value (CTM 301) Sand Equivalent (CTM 217) Specific Gravity (AASHTO T 100) Shrinkage Limit (ASTM D 427) Swel I Potential (ASTM D 4546} Pocket Tor vane Unconfined Compression-Soi I (ASTM D 2166) Unconfined Compression-Rock (ASTM O 2938) Unconso! idated Undrained Trioxia! {ASTM D 2850) Unit Weight (ASTM D 4767) Vane Shear {AASHTO T 223) O!STJ COUNTY I ROUTE 12 ORA j 73 I , 5.0111 .4 I 2so 288 19. 7 /23.0 09~02~oa \l.ott:ss 10 GEOTECHNICAL PROFESSIONAL DATE ~~,; "'"< § \ ..., END! ZHA! .- PLANS APPROVAL DATE "' " ~:~o GE 2676 l ~ 1-'=======-----11 ~ p. 09/30/011 ZI-- KLEINFELDER 8 Pasteur, Suite 190 Irvine, CA 92618 ,r_. ~ 1[c!-11<\Ci,.'-' ..._.,. 41€ 0. CAL\¢"': APPARENT DENSITY OF COHESIONLESS SOILS Description SPT N 60 (Blows / 12 inches) Very loose 0 -4 Loose 5 -10 Medium Dense 11 -30 Dense Very Dense Description Ory Moist Wet 31 -5D ) 50 MOISTURE Criteria Absence of moisture, dusty, dry to the touch Damp but no visible water Visible free water, usuotty soi! is below water table PERCENT OR PROPORTION OF SOILS Description Trace Few Little Some Mostly Criteria Particles are present but estimated to be less than 5¼ 5 to 1 Do/. 15 to 25% 3D to 45% 50 ta 100% PARTICLE SIZE Description Size Boulder ) 1 2" Cobble 3" to 12" Grovel Coarse Fine 3/4" ta 3" Na. 4 to 3/4" Coarse Na. 10 ta No. 4 Sand Medium No. 40 to No. 10 Fine Na. 200 to No. 40 I - - > < N 0 :; 0 ~ BOULDERS vr _/r-~ 1---------------,-------.------------,--------------,---------,------------.-------------r-:::c-:::::-::::-r----------------------------f.~ "'"6i)f,;;,,~;,' 0 ----<.,.:. ,,.~" K. MacKenzie M. Gaede ~ TRANSPORTATION Endi Zhai ;~';'.~~-FORD ROAD/ BONITA CANYON DR UC(WIDEN) ! G\ / 4 / 6' FJELD INVESTIGATION en ....... Jl'ilr.CORRIDOR AGENCIES PROJECT ENGINEER t=~~~"["~'~"i:::.1-----------------------------1; ;"""'"" ~• cm«oa, s. Lawson °"''-------22.5 LOG OF TEST BORINGS NO, 2 ~ l-;.:_ _____________ .1-______ 1-___________ _,_ _____________ _,_ _______ ...Jf---r-,--,1--,--,-,-1-,r---,l---!-".:c:-u'.'"""'.:'1 2::-3:-3:-2::--------t----_.-----,,,::::;;,:;'c";:~;ij"~'~z.,,,:;.r.;:;";;,'"'';;"f',:-'"'';:::"cc';;.7.:;,;...,-;'~'"~•=•1=J;.~,:':",;:::::::;::::::;::::.r•j::ssf,:''-;-,7T,_~:;;0':'~-!~ OSf GtOT(ClltllClL LOG OF TEST llO!lltlGS SHEEI !ENGLISH) {REV. 2fi5/05] ORIGINAL SCALE IN INCl<ES [lJSRf.:(;ARO PRINTS SEARIN(; I' I I I I I I I FOR RrnucEo PLANs O 1 2 3 EA OGo131 EARLIER REvis10t1 onEs ----oi;.ll'm"".Jll'o&loH1.oat 26 34 ~ I I 0 I STI COUNTY j ROUTE I Tcfr°It_T t'loLJlcT 1sHNEll'l1H01ll-fs I REFERENCE: CAL TRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) 12 I ORA I 73 I 15.0/17.4 l2s1l2ss 19. 7 /23.0 PERCENT CORE RECOVERY IRECI & ROCK QUALITY DESIGNATION IRQD) RELATIVE STRENGTH OF INTACT ROCK BEDDING SPACING ~;?_p ' ~ 11-ofESs10 GEOTECHNICAL PROFESSIONAL DATE~~? ~~ Term Uniaxial Compressive Strength (PSI) .,,'<' ~ C Description Thickness I Spacing ' 0 ~o . If 2 EN!ll ZIIAI ~ C -·-~ I~~~-GE2676 !';; L 0 Extremely Strong > 30,000 Massive PLANS APPROVAL DATE \\ {t l<P, 09/30/08 I} L-0 " Greater than 10 ft <D !2 Hole I.O. KLEINFELDER J'/'c OJ;:C;l\\]C.~" \~ Top Hole El. ':;;· -0 Very Strong 14,500 -30,000 Very thickly bedded 3 to 10 ft 8 Pasteur, Suite 190 <17t ~ c1.1.1# Irvine, CA 92618 ~ L length of the recovered core pieces (inches) ,m·,;c. REC = Total length of core run (inches) X 1QQ¼ I◊ Strong 7,000 -14,500 Thickly bedded 1 to 3 ft Begin drilled interval REC-100¼ E Medium Strong 3,500 -7,000 Moderately bedded J-5/8" to 1 ft End drilled interval ROD=50¼ = Begin drilled interval = Weak 700 -3,500 Thinly bedded 1-1/4" to 3-5/8" LEGEND OF ROCK MATERIALS L Length of intact core pieces~ 4" REC 10oz X 100¼ R00=80Y. = ROD C Toto! length of core run (inches) End dri! led interval Very Weak 150 -700 Very thinly bedded 3/8" to 1-1/4" ~ IGNEOUS ROCK Begin drilled interval REC=88Y. = ROD=O¾ Extreme I y Weak < 150 Laminated Less than 3/8" § SEDIMENTARY ROCK End drilled interval = Baring Date [ill METAMORPHIC ROCK WEATHERING DESCRIPTORS FOR INTACT ROCK ROCK HARDNESS Diagnostic features Description Criteria Chemical Weathering-Discoloration Mechanical Weathering-Texture and Solutioning Specimen cannot be scratched with a pocket knife or sharp pick; can only be chipped with Description and/or oxidation Groin boundary condi- Extremely Hard tions {disaggregation) General Characteristics repeated heavy hammer blows. primarily for gronitics ' Specimen cannot be scratched with a pocket knife or sharp pick. Breaks with repeated Body of Rock Fracture and some coarse-grained Texture i Solutioning Very Hard heavy hammer blows. Surfaces sediments ' Hord Specimen can be scratched with a pocket knife or sharp pick wlth difficulty (heavy No discoloration, not No discoloration No separation, intact ' Hammer rings when crystal line pressure). Heavy hammer blows required to break specimen. Fresh oxidized. ; or oxidation. (tight}. No change. No solutioning. rocks ore struck. I Specimen con be scratched with packet knife or sharp pick with I ight or moderate Moderately Hord pressure. Core breaks with moderate hammer pressure. Discoloration or oxide- Specimen con be grooved 1 /6" deep with a pocket knife or sharp pick with moderate tion is I imited to sur-i Minor to complete Minor leaching Hommer rings when crystalline Moderately Soft or heavy pressure. Breaks with light hammer blow or heavy monuo! pressure. SI ightly face of I or short dis-disco!orot ion or No visible separation, Preserved. of some solu-rocks are struck. Body of Weathered +once from, fractures; oxidation of most intact {tight}. ble minerals rock not weakened. Soft Specimen can be grooved or gouged easily by a pocket knife or sharp pick with right some feldspar crystals surfaces. may be noted. pressure, can be scratched with fingernail. Breaks with I ight to moderate manual pressure. ore dul 1. Very Soft Specimen can be readily indented, grooved or gouged with fingernail, or carved with a Discoloration or oxida-pocket knife. Breaks with light manual pressure. tion extends from froc-i Moderately tures usual I y through-Al! fracture surfaces Partial separation of Generally Soluble min-Hammer does not ring when Weathered out; Fe-Mg minerals are are discolored or boundaries visible. preserved. erals may be rock is struck. Body of rock oxidized. mostly leached. is slightly weakened. FRACTURE DENSITY "rusty," feldspar . crystals are "cloudy." " . Description Observed Fracture Density ' Discoloration or oxi-' Dull sound when struck with ' Unfractured No fractures. dation throughouti alt I Texture hammer, usuol ly can be broken ; feldspars and Fe-Mg A! 1 fracture surfaces Partial separation, rock altered by Leaching of with moderate to heavy manual Intensely minerals ore altered ore discolored or is friable; in semiarid chemical soluble min-pressure or by Ii ght hammer ~ Very slightly fractured Lengths greater than 3 feet. Weathered to c I ay to some extent; oxidized, surfaces conditions granitics disintegro-era!s may be blow without reference to ' or chemical alteration ore tion (hy-planes of weakness such as a Lengths to 3 feet with few lengths less than 1 produces in-situ dis-friable. disaggregated. drat ion, complete. incipient or hairline frac- Slight ty fractured from 1 foot or aggregation, see groin argillotion). tures, or veinlets, Rock is - greater than 3 feet. a boundary conditions. ' significantly weakened. Moderately fractured Lengths mostly in 4" to 1 foot range with most lengths about 8" Discolored or oxidized throughout, but resis-Resembles a soil, partial Con be granulated by hand. " Lengths overage from 1 to 4" with scattered fragmented tont mi nera Is such as Complete separation or complete remnant rock C Intensely fractured intervals with lengths less than 4" Decomposed quartz may be unaltered; of grain boundaries structure may be preserved; Resistant minerals such as ~ al I feldspars and Fe-Mg ( di soggregoted). reaching of soluble quartz may be present as " "stringers" or "dikes." . Very intensely fractured Mostly chips and fragments with a few scattered short core lengths. minerals ore completely minerals usually complete. " altered to cloy. C Combination descriptors (such as "Very intensely to intensely fractured") are used where equal Combination descriptors (such as "slightly weathered to fresh"} ore permissible where equal distribution of both weathering characteristics is present over ~ C distribution of both fracture density characteristics is present over a significant interval or significant intervals or where characteristics present ore "in between" the diagnostic feature. However, combination descriptors should not be used where a: exposure, or where characteristics ore "in between" the descriptor definitions. Only two adjacent significant, identifiable zones con be delineated. Only two adjacent descriptors may be combined. "Very intensely weathered" is the combination descriptor for " e descriptors may be combined. "intensely weathered to decomposed." s C " C 8RIDOE NO. ~"'I~ , o'Jl-.:. FORD ROAD/ BONITA CANYON DR UC(WIDENJ ' DRAWN SY K, MacKenzie M. Garde ~ TRANSPORTATION Endi Zhoi 55-760R C 0.ESEASHlHT F IEl.0 INVESTIGATION BY• X q/q/ofJ CORRIDOR AGENCIES PROJECT ENGINEER POST M!I.E LOG TEST BORINGS NO. " CHECKl:.O BY s. Lawson DATE:: OF 3 SIGN OFF OA i'e: 22.5 OSf OEOT£DjNJUL LOC OF TEST aofllNGS Si\EET (ENGLIS!I) {REV. V2S✓OS) ORIGINAL SCALE IN !NCOJES ' I ' I I cu 12332 I RE~)S!<l« OATES (""[ltW!NAAY "TAI;£ C,,,CY) I s~En 1 w rOR REOUCED PLANS 0 ' ' ' EA OG0131 m~~:R~E:m~ ~mN.G"----------Woi:106-.,Jll"Oll[O!·I/.Oal I I I I I I I 21 I 34 -I IF ILE -> P. '60019152,Codd,Str\Jc+,Sheet,aon, to canyon c)r, ve,s5-760R-z-I tb03 .dgn 1. l,.c:;-JNCH DlAMETER SAMPLES WERE TAKEN USING A STANDARD PENETRATION :£ST {SPr) SPUT BARREL SAIJPLER WfTH AN INS!CE DIAMETER (ID) OF 1.4-lNCH AND AN OUTSIDE DlA!.IETER (00) OF 2-INCH. 2. 2.4 INCH D!AMElER RING SAMPLES WERE TAKEN USING A CALIFORN!A (MODIFIED) $PUT EARREL SAMPLER \\'!TH AN ID CF 2.4-lNCH AND AN OD OF 3.0-!NCH. 3. BLOWS/FOOT: NUMBER OF BLOWS TO ADVANCE DRIVEN SAMPLER 1-FOOT BEYOND FIRS:" 6-JNCH lNTERVAL, OR DISTANCE !N lNCH NOTED, USING A 140-LBS AUTOMATIC HAMMER WITH A 30-!NCH DROP. 4. THE SPECIFIC BORING LOCATIONS AND ELEVATIONS WERE ESTABLISHED FROM CURRENT LAND.UARKS PACING, AND ROUGH MEASUREMENTS. THE OESCRJB[D LOCATIONS SHOUi..D BE CONS:ornd ACCURATE ONLY TO THE DEGREE !f.lPUED BY THE METHOD OF MEASUREMENT USED. 2ll-! ~ .!_, --<--..: OE~ VERSIGHT cS x 9./4 /DB CRAWN 0Y K. MacKenzie CHECKED BY S. Lawson SIGN OFF 0A TE W GEOTEClltllCAL LOO Of" TEST BOOINGS $HEH (ENGLISH) (Rl:V. 2/25/05) TOP IF HCLE EJEV IWJ ft~ , "'" i TO SAN DIEGO , CPT-1 CPT-2 I -§_KA-2 i ·,)~ .i ~/;, i i i\Rll'['.4 l'lll SANIJY CLAr (Cl.I, VenJ !Wk bcn"', .., .. 1.,n,g1, porc:ent.oge [,n.1:-g,a1r.,d ,a"", 1,-,,.,. ,..,;,.., to "'°"'""'·iromod sand aod f1ne-'l'1"ncd g,-o,el, µ,-OOO'll.,..,\l~ ,,::,.med hth,c dost. of .,Jtstu;, ~ to /2""' CLAYEY SIM! !SCI. v"'1l d,,-~ g,-oy to dock ~llo-,·b,-own. "°"t, ,..cl,.,. dense. <r•vel " p,~~ coi.n:lcd lrtfoo c),,.t, of silt,.la<>o PEA r,lli'IVEl 5M'JY CLAY (Q.~ d..-k <!"ilov--bt-O"n nth 9'"&, •oUJmg,..,1,'l. ,,..~ stiff, f,,,,..g,-oined =cl. ?o::e o,ed""' ·S'"a,ned sond cM fme·cr••ned g,-ovel, g,-o,el " p,-odo,runontly ,<md,d 1,t/,io do,ts of ,1]ts1<n,~tolinch • ~ to l-!/2 mch l,th1c ~•••l clost, •• '""l M g,-..,,deri,e,f!f,e•g..o,r.ed ..,.,,\roce V"ed,..,,-g,-.,,r,ed .....cl Oi.J.l!/lllj Stl!Wf Q~t lCU,ohve 9'"',,••t.•- Fine·<yat""d sond.olll,c:he.o"del; P()llLY GRADED SA!<ll 151'!, nlo,e o/ei;, -.et, 111edi"'1 dens..,f1ne to rr,ed'""'-9':"'ned ~ond Sf[J!l'fNT#;Y ~OCl( !Tooono,, Fo,o,ot;oc Lo, ltll!'£9S flembec) SllrsT[l(,nlwe, «>ttled .,th g,~ . ..,,,t, ......,.,tel~ ,eathcrsd, •eni soft., trece ftrll! ....:1. ""COCO<>JS •• 'T"""''° 9'"'! to do,l, g,-,,sh 9'"''' """l t,, •et. frc,h."""!! ,oft,so,oe >Olld. pi.<><~ '-/.; :_ s i-;/ f'~/ N•! 4{/ i rn NEWPOR7 BEACH M0 l!te n DIST COUNTY ROUTE 12 ORA PLANS APPROVAL DATE KLEINFELDER 8 Pasteur, Suite 190 Irvine, CA 92618 POST MILES TOTAL PROJECT 15.0/1 7 .4 19.7/23.0 SHEET TOTAL No SHEETS 288 PRELIMINARY -NOT FOR CONSTRUCTION, SUBJECT TO INDEPENDENT VERIFICATION PRIOR TO FINAL DESIGN M. Garde FJELO INVESTIGATION ev, DATE: _______ _ ORIGINAL SCALE IN INCHES fOR REDUCEO PLANS ~ TRANSPORTATION ...,.....,..._ CORRIDOR AGENCIES Endi Zhai PROJECT ENGINEER cu 12332 EA OG0131 8RJOOE NO. 55-760R FORD ROAD/ BONITA CANYON DR POST l.![LE 22,5 LOG OF TEST BORINGS OISREGARO ~IIINTS 8£MING E/JILIEII REVlSlOO DATES ---OJ· 01·11·03 FI LE => P: \'50019152\Codd\Struct\Sheet\Bon i tc Canyon Or ive\55-760R UC(WIDENI NO. 4 2B 34 1, 1 .4-INCH DIAMETER SAMPLES WERE TAKEN USJNG A STANDARD PENETRATION TEST (SPT) SPLIT BARREL SAMPLER WITH AN INSIDE DIAMETER :rn) or 1.4-INCH ANO AN OUTSIDE DIAUETER (OD) OF 2-INCH, 2. 2.4 !NCH DIAMETER R!NG SAMPLES WERE TAKEN USl~G A CALIFORNIA (MOD!F'.ED) S?LJT BARREL SAMPLER WITH AN ID OF 2.4-lNCH AND AN OD OF 3.0-!NCS. 3. BLOWS/FOOT: N'JMBER OF 9LOWS TO ADVANCE DRIVEN SAMPLER 1-FOOT BEYOND F[RS""." 6-lNCH INTERVAL, OR DISTANCE IN INCH NOTED, USlNG A 140-LBS AUTOMATJC HAMMER WlTH A 30-!NC!-i DROP. 4, TH£ SPECJFIC BORING LOCATIONS AND ELEVATIONS WERE ESTABLISHED FROM CURRENT LANDMARKS PACING, A,'llD ROUGH MEASUREMENTS. THE DESCR:arn LOCATIONS SHOULD BE CONS1DEREi3 ACCURATE ONLY TO THE DEGREE IMPLIED BY THE METHOD OF MEASUREMENT USED. t~ ' "l r60 15 7 Ta' Of' !-QE a , 1 r TO SAN DIEGO CPT -1 CPT-2 ~ Sl>J,llY CLAY KU d..-i< gr"',lloh brown, "Olst, socoe f1rn,·gro,,,.,d ,and, t,;:,ce med,"" to coor,o-g,oined oor,:l ond fine-gro,nsd gro.,,J, predoo,,,,,.,,tly ,O<lt'ldod hlh,c closu of ,i)Utcno ~ La !/2 1r<:h --rnottled,prec/.,.,,,,,,.,\.1~ dork 9'"1"h brcwn,troce ~;~l~t~ gr,,...oJ,~ to : ,rd, ,oonded J,tl,,c ci<nts SILTY SAMl ISMl, d6,'k '!"Jt,,,d,..,,.,,_ino,.t, ,,,.,d,u1:1 °"'1so, f,,,.·g,-01ned sond, troce ,ned,,.., to coor~·g,o,ned <md. CLA'itY 5MO ISCl, <lark gello.-bro,n, .,o,st, "IW!Uffl den,,o, fin,rg,o,ned S<lnd, 5rWY CLAY ICU, h<fit olive br(llln to black, ..,,.t, ,11rr, f,no-gro,nod .....i ,,th htruo ,.,,Jt.tcne cl,r;ts, locol stom,og i,,d sh<fil ~ odo,-. '"""" !:#{IY 0.AY (QI.Wk gr"',lt:sh-brown.v1th troOM of ,ec/d,sh·hro,,n,orenge-1,,-.md g,-!lt,l,vet.,tiff, fine to <:O<ll'se-g,a,rnrd ,end up to 5 "'"' Sf!JIMEf,11ARY fl[JO( i~oP""IB" far,..,f.l<,,, I 9' T,."""0' /¼mbe,-l SltTSTfNE.ohw, be°"" to groy.1001,t.c!~ loeol!'I-r ,.,,;, to ,ntenoe!~ ve.,\hered, ,.,.~ oaft, "'\cMeou• ~ ohve brown ta q,-"'J, "'°"L 1nt,,m.e!~ ,tMthc,od, """J soft, fU"P-'1-).,,,,.,ted, sina ,~1..- vealhered bar.ding ot high ""9le. . . ,-:,':'::;. /~'-/ /•'~/ 1·~~~ t S8 ltt• 73 1086 C. RTII 73 TO NEWPORT BEACH SimY £.11.TSTGiiE, hg>t oh•o bra,n to l,~t 'T"'I ,010,.l to vet.•""J saft,l.lll'ld pot'l!M,. f1rn:·,ro1ned QJIYSf\iiE,cior~ to ,.,.~ dor• 'l'""'J, mo1't. ,h,jhl!~ to o,od,,,otel~ '"'"the<""-'""I ,ofL Joc,lh, "th o,Jt, ]1,,unoted, SA.'i[)STQ,1,£, 6.,,.J,. geoemsh gr"'), ..,,.t to vet, r,nw9"••ned ...-,d, r,e,h, ve,~ soft.="""• 60 ~.,iornts SIUST~ dork gr-'\l,mo>ot to •~t. sooe r,rn,·g,o,ned SM<!, frril.•et'"!l sofL PRELIMINARY -NOT FOR CONSTRUCTION, SUBJECT TO INDEPENDENT VERIFICATION PRIOR TO FINAL DESIGN 01ST COUNTY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT 15.0/17 .4 19. 7123.0 GEOTECHNICAL PROFESSIONAL DA PLANS APPROVAL DATE KLEINFELDER B Pasteur, Suite 190 Irvine, CA 92618 8R!DCE NO. DESl~!O~; cu,.._.e..._: DRAWN SY K. MacKenzie FIELD ~~VEGS~~~;TlON BY• ~ TRANSPORTATION Endi Zhoi 55-760R FORD ROAD/ BONITA CANYON DR UC(WIDEN) q / 4 / 8 ....,..-~ CORRIDOR AGENCIES PROJECT ENGINEER POST MILE :,a• 0,, om r" c,meo" S. Lawson D«E•_ ------22.5 LOG OF TEST BORINGS NO• 5 j f-;;7.;,;=;;,~;:-;;-;;;;--;;;;;;;;;-;;:;;--;;;:;;-;-;;;;:-;;;;:.l;;;;;:;;;-----...I---------------L-----------------.l;;;;:;;;:;:-;;::;-;;;-:;:::;:;--f-,-7--i--r-,--T-i,c:i:u,11';2c,c,,22---------f...:::;::;;-;::;;-:;:;-----'J:=;::;;~:;,~,.;;,,;;.:;,~ .. :;:";:;:'~;;,~,:;,";;';"';";:;:":;.~e;;~;;,e.i:• ;=:;=:;:=::i:;,:;"'"'"'+::;;:::j OSI' GEOTEOINICAL LOG o, TEST BOlllr.GS StiEET (EIICL!SI!) (REV. 2/25/05) ORIGINAL SCALE IN INCKES DISREG4RD P!lll<TS SEJlllll«; FOR REDUCED PL/I.NS EA QGQ131 EARLIER REV!SIO!i OATES ----Ol· OH/-03 29 34 F ! LE ., > P: \60019152\Codd\Struci \Shee-!" \Soni ta Cony on Drive \55-760R-z: I tb05. dgn 1. 1.4-lNCH DIAMETER SAMPLES WERE TAKEN USING A STANDARD PENETRATION TEST (SPT) SPL!': BARREL SAMPLER WITH AN !NSJDE DlAMET£R (!DJ OF 1.4-INCH ANO AN OUTSIDE :JlAMETER (OD) OF 2-INCH. 2. 2.4 !NCH DIAMETER RJNG SAMPLES WERE TAKEN USING A CAL!FORNIA (MODlFJEO) SPLIT BARREL SAMPLER WJTH AN ID OF 2.4-INCH AND AN OD OF 3.0-:INCH. 3. BLOWS/FOOT: NUMeER OF BLOWS TO ADVANCE DRIVEN SAMPLER 1-FOOT BEYOND FIRST 6-INCH INTERVAL, OR DISTANCE '.N INCH NOTED, USING A 140-LBS AUTOMATIC HAMMER WJTH A 30-fNCH DROP. 4. ':"HE SPECIFIC BORlNG LOCATIONS AND ELEVATIONS WERE ESTAB'...ISHED FROM CURRENT tt~~r1tfo ~i~LNRGA:~NgN~~u¥~ ¥~~s~~~~~1fMrI~~D D~~c~~iEiE~iir ~iNtlAHs0u~Ll•iNET USED. i 7 4.J --:::-lJ 110 J ~ }•0 160 -'f j-20 150 l i-10 i40 ~ 1 1-40 130--°! 1-50 1201 ,., TO SAN DIEGO ,os2 CPT-1 CPT-2 ,M, ~_KA-2 "" ,., ELEV. 174.0 ft MSL ICP, -1 Friction Ro,tio (7.) : Cone Tip Res1s"t<lnce {tsfl Performed on 9/14/2006 '" 173.0 c:r-lJ 170 ➔ :i 4 }10 :601 ~ 4 20 150-r =+ 1--32 140 j 40 130! + t3 120 .::t I :i I :) [:; n C-' I c- , \ \J ! .cL:__ :~-... l,@? 1086 \SS~•" n 1086 (. 1'110 'lJ 103$ 11B Rfe 73 ,., TC NEWPOR~ BEACH ELEV.173.0 ft MSL !CPT-2 Friction Rotrn {i.) ! Cone ~ 1p Res:st3nce ltsfl ",---i===~~---'~"---'700 Per-fanned on C:/14/2006 DIST COUNTY ROUTE 12 ORA PLANS APPROVAL DATE KLEINFELDER 8 Pasteur, Suite 190 Irvine, CA 92618 POST MILES TOT AL PROJECT 15.0/17.4 19. 7 /23.0 PRELIMINARY -NOT FOR CONSTRUCTION, SUBJECT TO INDEPENDENT VERIFICATION PRIOR TO FINAL DESIGN " 1------------------..,.--------,,-------------..,.----------------....:.---------,---------------,,--------------,r-:,=,~.,=~:,-:~::,--T---------------------------------1{ oe:si~cH'1\"' cC5 e -DRAWN BY K. MacKenzie FIELD ~~v£~~~~;noN BY• ~ TRANSPORTATION Endi Zhai 55 _760R FORD ROAD/BONITA CANYON DR UC(WIDEN) c X q / Lf IO 8 ~Ifill. CORRIDOR AGENCIES PROJECT ENGINEER POST ldll£ " "'"'"'"' CHec<Eoav s. Lowson °"''-------22,5 LOG OF TEST BORINGS NO. 6 OSF GEOTECHNIC•l tOG Of TEST 80l'l!NGS SHEET (EOOLISHJ (11£V. 2/25/05) ORIGINAL SCALE IN JN'CHES FOR R(OIJCEO PLANS cu 12332 EA OG0131 OISREGARO PRINTS !!EARING EARL!EA REV1SIOtl OATES -30 34 110•--:.C....---!lllllllll;llllD 1-1e-1;s 01ST COUNTY ROUTE POST MILES TOTAL PROJECT 12 ORA 73 15.0/17 .4 TO ACCOl,!PAJ.IY Pt.ANS OATEO 19. 7/23.0 "" -"""' "''''-SHEETS -L _________ L.•------------. ________ L ·-____ \ I • ''f . .....,..,i. !:: -.,, SR 73 t.. -.'? --+---·-•----. --!-------j·--------....C..-'--- -0 .. ,' -_ q:·L••'-New 5S--760R (Widen) I ~ • I C ---------..,-1---,.re-:e, .J 9 -------• f ----~ . . 4 '1ll;" (CL) ~ (CIJJII: ... . . "tic -~-------------------'-1711 --~r~kd ••~"lY -~~-------'----'----------------to'() ··~,.:;._CIMh 11121~ -Ml"'41 1Jff .Ml'VI flll - . • .c~ ffilllf' to dorfl pt ... 1•·lt\lQ·--=~ .. ~,., ... OHE---'---------------------150 _ -~iJI:" --, _Nltl.-Ori l~J: frJi,orvr -SUSJOI£ .-Ith J/t' tNck SN«mONt-Nd~'------'----------------UO .. ,~~•$!UY ~-e~~ ---• ..,.-.. -"'-""~-----------------------------------------t.?/J SHEET TOTAL No SHEET 285 288 _____ _..:. ___ _..:.'__:·'::.. 2 ·::."-'-------------~-,;,;.,,w..,;-w.;,..;,:.w.~tl':l9:ac:;ll:.~i!:,~~"':1r~·--=-c:;tfi'i?. '":• -'--.:.__ _______ -ll-'-L':...::l-..b,~l:l_ !l~'l,~UL:.:TDll----f/0 I 1.11 t"A'-;s~"tr,,'""""':,;;?JJ=='"_' ~&J'";"/-~:::_--;__:7..j_-_:;;;~i-jj::J--:-~-:-:=:::-r-----'------,--=-=::---,:5~5-~7 ~;;FO~R~D~R;;:::D~/-;·-;::;B;;O:;:-;N;:;1;~;~~~-~~9~~-~;;3~:;;N:;-;::;D:;::;R:--;U:-;;C~ LOG OF TEST BORINGS No. 1 ,,., /4IJ "'" ,.., , .. , .... .JO£ """"''° tl,wr.A./R";Ol,Ml\ mtl' 1-?)SlE/f iii&W~ ~.111ANSl"OllrAT/(//{ s~- ""°""'"' 0 OA\iiet(! Oltl ·,M.y U, ltt3 CCflllD(Jl1 A- vERSIGHT Jo Wchi 'l /4 (op, SIGN OH DATE STRIJCTU!IES OES!GN OEUIL SHEET {n!ClLISHI (R'i:V. 912/98! OIUCIW. stN.[ 1H JNCt!!S Cl! l1!ii'!t2. ""'""""'""" • ' "' 1ou:10 DISRUWIO MHTS. HNaMG iNtUP flWIIION °"TJS ~ "' CHEC~E<:> BRIDGE NO. F. Kong ~ TRANSPORTATION av£. Londos c~r:~EKang CORRIDOR 1-----l--a,""-=='----+,.c"'.!,","'"=------l. AGENCIES ouANTIT1Es H. Coman c. Weber DESJGN J. Wan DETAIL..$ Kosolrorn Krishnan 55-760R FORD ROAD/BONITA CANYON DR UC (WIDEN) PROJECT ENGINEER POST Mil.[ 22.50 AS-BUil T LOG OF TEST BORINGS NO. 1 ORIGINAL SCALE IN INOIES FOR REWCEO PLAN; cu 12332 EA OG01 31 Dl5REGARO PRINTS BEARHIG £ARLIER RE~ISION OATES -11- i F l1.£ => .P.: \600191 52\Codd\STruct\Sheet'\Bon i -to Conyon Dr i ve\55-760R-z-I tb-obO 1 . dgn 31 34 I I I I I I I I I I I I I I I I I. I I I I I r I i I I I • I I l I ... · I I I I I I l I I I I I I I l I I I I I I I I l I OvERstc;HT Jo~guchi '1. /4/08 SIGN OH DATE STRUCTURES OE$JCN DETAIL. SKEEl" [ENGLISH) (REV. 9F2.1'98l -H33108 ,.,, ,a.zy;m,,v (8/J-----:--'--- 1' I -n. -.3-,-.,-.Q--8---'-------'----"'_:------,0::Rl"Gt"'NAL"·"· ·G"'R'-OO"'N"'O:-=SU,:;RF::~;;C::E--- -\s ~--• • . > AI.CNG R0\/1! 7~ II; !;>,=:-=......,='-'.,..=-~-'---·!>~ H33103.B ii t; ...,;.., _, It JIU:_. (SC} li'Otllt..tlXtEr $AHO ~ 06fl""'.t'•t11 ct.MY, SAKI), --~~~i~-L.ffJ'~"" oMYa-....,. ----'."~ti~--- 4"r~ 9HDSTON£ ., OESIGN J. Won C"£C~£0 F. Kon TRANSPORTATION DETAILS BYE. Londos c"f~~~on CORRIDOR <-----'-.~. ~==-----+-,"-"~"~.~------1 AGENCIES QUANTITIES H. Coman c. Weber TO ACCOWANY PLANS DATED DIST COUNTY ROUTE POST MJLES TOTAL PROJECT 12 ORA 73 15.0/17 .4 1 .7/ ""' ROU1t -.im. ,., .. 12 · ORA 73 .M4·'1:idL ..,f9fllll i'1IMS WH. 1),\1[ ,., f2..Jl-t€ M&T AGRA ~11l1dttiit:dl OM· bwwttlttfl'l#tll ..5ltl"M'bs "1,280 M,rlh ~e:k S. C'1 ~ PLAN Rev·isiO~ -m_ade ._to· thiS -o-rigiflat Log of -Test_ Bodng· ·fs: Th_e new ·55..;_-76_0R--(Widen} s:tructur.e ·wo$ odde_d •. _ - IJ· :r-~~-acmi M_JtMfr IJ =1,,_,-4'NN -S1/W J) .ED:~-:r-~~MtlF 6) ~=-Id/. lUM .lddlR M"#~ . =~A~gJ~L ;.fRfrS(}l(/f1rfilS'Tf!ITl1£'1Nfl1li'(M'Qrll:ffm ~~ .£Ze,ffltJN IBQ --------------'--------------170 SHEET TOTAL No SHEETS 286 288 Kosolrom Krishnan 55-760R FORD ROAD/BONITA CANYON DR UC CWIOENI PROJECT ENGINEER cu 12332 EA OG0131 POST MILE 22.50 AS-BUil T LOG OF TEST BORINGS NO. 2 OlSREGARO PRINTS SEARING EARL.JER REVISION OATES -32 34 ;;; N 0 0 l ••L.t:t· •. •1 ! ..,,; .., -'--+--------.--- 1[!£!¥fl7t;W @!'925 . v:!.1!33.107 /$()--~-'------1 ELEV. 172.0' filv, l67-,o' DIST COUNTY HUUtt. T0fAi PROJECT No SHEETS TO ACCOl,IPANY PU.NS OATEO 12 73 15.0/17.4 287 288 19.7/ ,_, - New 55c 760R (Widen) £1:,$1/l'O;I ----------------------------, ... I i I I I I I I I I I I I I I' I I I I I I I I I I ' VERS]GHT Joguchi 9/4 /08 SIGN OFF OATE • I I i il,1U · il111l I f:1!1tf 11 ll. I lllllllllllffllli1!6l■llle! ~ I STRUCTURES OESIGN OETAIL SHEET (ENGLlSHI {REV. 9/2/98) £1.EVA!KJN '" •· ORIGINAL <,ROUND SURFACE • ALONG .ROUTE 73 .~ ,,,,_.:.--,-------"--:-__,-'-------...c....--_.:.l!llllllaQ O!IIOIW. sc,u: II( INCfl[S f'Ok fl£DU(C PUM O ,. DESIGN J. Won r. Kong ~ TRANSPORTATION OETAtt.s s..-E. Landes c .. F~~c:Kon ~ CORRIDOR i.:::.:::.::::.~~.-', "--.!~~-----!--,"l.":.."2"'""'-------l AGENCIES QUANTITIES H. Coman C. Weber ORIGIW.L SC.LE IN JHCH-E:S FOR 11£0UCED l'L.WS Kosoirom Krishnan PROJECT ENGINEER cu 12332 EA OG0131 -I DIST COUNTY ROUTE ~ NO SHEETS TO ACCOll?ANY PUNS DA TtO 12 ORA 73 15.0/17 .4 19.7/23.0 288 288 PLAN SCALE/ t-•:. JO'._ BRIDGE NO. 55-760R POST t,!ILE 22.50 PlANS .. ~DAJE :POST_ 14.U m.tt PROJECT £1.,Y,lfltJN /8(} U(J FORD ROAD/BONITA CANYON DR UC !WIDEN! AS-BUil T LOG OF TEST BORINGS NO. 4 34 34 I Ft LE ") P: \600: 91 52\Cadd\.Struct \Shee-t ,Ban 1-ta Canyon Dr i ve,55-760R-z~ I -tb-ab04. dgn