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HomeMy WebLinkAboutR_5985_SIMPROVEMENT PLAN SCAN SHEET CABINET: PW IMPROVEMENT PLANS PLAN OR TRACT NO: 1537 • ' • INDEX Of SHEETS • SHEET ND DESCRIPJIDH I 2 -13 14 -15 16 Tltle Sheet Typlcol Cross Sections Standard Plona List Key Mop and Line Index construction Stoking Survey Control Pion TRANSPORTATION CORRIDOR AGENCIES PROJECT PLANS FOR CONSTRUCTION ON POOR OUALITY ORIGINAL 11 -21 22 -◄ 3 44 -76 11 -96 91 -Ill Layouts • Profllea and Superelevotlon Diagrams Construction Detolla Contour Grading SAN JOAQUIN HILLS TRANSPORTATION CORRIDOR 112 -238 239 -254 255 -368 369 -380 381 -386 387 -402 403 -409 410 -426 421 -469 410 -415 416 -509 510 -512 513 514 -517 518 !519 520 -522 523 '-!52!5 526 521 528 -566 Drainage Plona, Edge Drain Plans, Profllea, Oetolla and Ouontltlea Utlllty Plans Stage Construction, Traffic Handllng Pion Stage Construction, Detour Layout Pion Construction Area Signs Pavement Dellneotlon Plcria, Detolla and Oucritltlea -Surrmory of Ouontltlea Sign Plona, Oetolla and Ouontltlea Retaining Woll Pion, Detolla and Ouontltlea Sound Woll Pion, Oetolla and Ouontltlea Slgnol and Lighting Plona Structu-e Plona MacArthur NB On-Ronp Separation MacArthur SB Off-Roop Separation MacArthur Boulevard Overcroaalng MacArthur SB On-Ronp Separation Son Diego Creek Bridge IWldenl Son Diego Creek Ill Son Diego Creek IRI Son Diego Creek IKI Jont>oree SB On-Ronp Sepa-ot I on Croaa Sections END SECTION 3.3 BEGIN SECTION 4.1 Ct ROU 73 5TA 1145+00.00 PM 23.7 f-C:.1-1 The Contractor ahou poaseas the r.1011 lor Clos■eal of llcenae aa apeclfled In the 'Notice to Controctora', STATE ROUTE 73 IN ORANGE COUNTY ~ IN • 1RVINE AND NEWPORT BEACH FROM 0.2 MILE NORTH OF BISON AVENUE TO BIRCH STREET OVERCROSSING CONTRACT S90-19 -SECTION 4.1 To be supplemented by Coltrons Standard Plans doted July, 199? IRVINE' GRAPHIC SCALE fOA AEDUC[O PLANS O '!° NEWPORT BEACH PM 25.5 ESB On-Ao~ Sep s=l96R PM ,f RTHUR BLVD 202+95.00 DIST COUNTY ROUTE l'Olf IA.I IOU&. PIIOJlct 12 Ora ProJect Location LOCATDN MAP o/eot Engineer eo atered Clvll Engineer VAN DELL AND ASSOCIATES, INC, llBOI Cortwright Rood Ir vine, Collfornla 92714 Plona Approval Date Prepcred for 1 CALIFORNIA CORRIDOR CONSTRUCTORS Prepared b~• PARSONS DE LEUW INC, Two Venture Sul te 550 • lrvlne. Ca, 92718 r c«,tr«t 1h I s1>-e j NOTES• t. DIMENSIONS Of THE STRUCTURAL SECTIONS • ARE SUBJECT TO TOLERANCES SPEC IF IED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVATIONS AS SHOWN OR AS DIRECTED BY THE ENGINEER. 3. ROADWAY GORE AREAS AND SUPER TRANSITION LOCATIONS ARE NOT REPRESENTED BY TYPICAL CROSS-SECTIONS. ◄• SEE LAYOUT AND WALL SHEETS FOR RETAINING AND SOUND WALL LOCATIONS AND DETAILS. DESIGN DESIGNATION CROUTE 73> 5. 6. 1. a. 9. FOR LOCATION OF GU~RDRAIL AND BARRIER REFER TO LAYOUT PLANS. FOR LOCATION OF EDGE DRAINS, SEE DRAINAGE PLANS. AXIS OF ROTATION FOR SUPERELEVATION IS LOCATED AT THE PG CIF THE ROADWAY SECTION. MAINLINE AND MACARTHUR BLVD MINIWM R=50 SUBGRADE FOR DEPTH OF 2.45 FEET. RAMP SUBGRADE MIN R=50 FOR DEPTH OF 2.90 FEET. FOR AC DIKE DETAILS, SEE X-tt. ADTl2010) • North Section! 130,000 DHV • North Sections 13,000 T = 2'l a.m. ◄'l p. m. V • 70 rrph D • 81'1 o.m. 61'1 p.m. \ 10. STRUCTURAL SECTIONS ARE CONTINUOUS FROM STATION TO STATION EXCEPT AT BRIDGES. SEE BRIDGE PLANS FOR BRIDGE DETAILS. tt. FOR LOCATloti Of AC DIKE, SEE LAYOUTS AND SUMMARY OF QUANTITY SHEETS. AT RESTRICTED R/W UT/FILL SLOPE ROU 18' 36' 1 o' . l • Vories ◄8,80°_,to 62 q_ Varies 3 ◄' to ◄4,0t' 10' Catch Point 0G 10' Min Rou,dlng SH Note 12 0G 0G 10' Min Rounding See Note ~ Min Shld Catch Point 10' 36' and ◄ 8' Shld -2'1 Edge Drain Sound Wo I I on Borr I er, Sta 1167+<>0 to Sta 1180+12 Catch Point Shld 10' Shld ----0 2 • ROUTE 73 (MAINLINE) LEFT SUPERELEVATED TYPICAL SECTION Sta 1145+-00 to Sta 1165+85 62' I ~ Proflle Grade ------------¥-------- L--Varles . LJ ____,J 1 10 ROUTE 73 <MAINLINE> TANGENT TYPICA~ SECT~O~ Sta 1165+85 toto 117 + 5 -----·•·· ----------------- Shld STRUCTURAL SECTION TYPES A 0.60' AC !Type 8) '!I' Q.25' ATPB 0.70' Cl 2 AB Ao.◄5' ~ 0.25' ◄ ' AC !Type 8) f:•C:f•Zt:l Cl 2 AB AC !Type 8) 1>111 COUNn 11ou,, 12 Ora Tl HMO CM. tltGICP VAN DELL AND ASSOCIATES, 11101 CARTIR I GHT ROAD IRVIHE, CALIFORNIA 1Zlt4 Nat Ive Sal I I 95'l COIT'l)act I on) POOR DUALITY 36' 10' Shld 5' 10' 36' and 48' 10' Shld Shld -2'1 Edge Drain See Note 9 18' n Hinge Point OR/6/NAL F·GT --Z.b TYP. F • c:: T -IJNe, ·4 ( IZc,wsMNl:>eL) Catch Point See Detol I G On Sht X-12 5' 111' Min Catch Point .,-oG :I-,_ __ ;__ ~ 10' Min RCUldlng See Note 12 :+ - OG Cot,;h Point Hinge Point TYPICAL CROSS SECTIONS NO SCALE X-1 ► Ill I ll! I-◄ ◄ u I- I II! ~ ◄ 0 J; ~ ~ Bristol Street South ,JcJT Bristol Street South R/W f= JI Varies ✓OG '-.. .?. .,, ~+ R/W Varies 0' to 13' 1 0' J6' and ◄8' . Shld var -21. 2"1. to -51. var -2"1. to -41. -- Edge Drain al Retaining Wall Type 1 w/ Concrete Barrier !Type 50DI. Sta 1206+29 to St a 1 21 7 +8 8 bl Sound Wall w/ Concrete Barrier CType 50DI, Sta 1167+o0 to Sta 1180+12 CSee SW-I Sheetl cl Tieback wa11·w1 Concrete Barrier I Type 50DI. Sta, 1204+JI to Sta I 206+29 O' to 13' 10' O' to 12' Shld Vories 10' PG SB E><let Lt EP 10' Shld Southbound 29', 62' and Varies ---- 1L--10 --- 17', J4, and Varies PG ----- ---1 Varies Edge Drain ROUTE 73 <MAINLINE> RIGHT SUPERELEVATED TYPICAL SECTION to [Sta 1180+27 Southbound ' Sta 1177+75 Sta 1180+4 7 Northbound and Sta 1192+o0 to [Sta 1211 +oo Southbound Sta 1211+75 Northbound 12' 10' 29' 17' and 2J' Shld 51' 46' ___ PG SB E><lst Rt EP PG NB E><I st Lt ES var lee 10' to 16' Shld Sta !f211+o0 to 1222+10 ROUTE 73 <MAINLINE> PAVEMENT WIDENING TYPICAL SECTION POOR OUALIH ORIGINAL Ol51 COUtHY ROUJI 10' Sl,ld J6', ◄8', 60' and Varies var -21. ta +41, 10' Shld 12 Oro ll R SJ[R[D CIVI. [NCIHl[R PUNS Uf'f!DV AL OU[ VAN DELL AHO ASSOCIATES, I 11801 CARTWRIGHT ROAD IRVIHE, CALIFORNIA t2TI ◄ 18' Min ~o-f. var -2. 91, to +-41, -, See Note 9 ]' 10' Min Rounding See Note 12 Hinge Point Var le~ 16,J9 to 21.5' 5' J6' and Vories Northbound Sta 1211+75 to 1215+32 8' I 10' and Var Shld 5' Hinge Point TYPICAL CROSS SECTIONS NO SCALE X-2 .• •--I a: ~ I s .... • " ~ .. • RIW RIW POOR DUALITY ORIGINAL '., ,o· 24' ,2· ,o· 29' t7', 2]' and ]5' ]4', 28', ]6' and Var to' var TlMD C1V1. lNCNDI Shi d Shi d 46' and t6' Stlld Prof I I• Grode E,c SIB Rt EP t 1 rUICS "'"'°VAL OU[ \. u,,._.~l-\ VAN DELL ANO ASSOCIATES, INC 11101 CARTWRIGHT ROAD 0G 18' Min to' Min Roundlno See Note 12 1,'• Southbound Sta 1222+10 to Sta 1230+o0 i 4' 12' 5' Prof I I e Grode Var -3'£ to -5'£ Hinge Point 8' 5' ......... Edge Drain Catch Point 18' Catch Point See Note 9 j Catch Point RAMP BA-2 TYPICAL SECTION Sta 245+26 to Sta 256+00 ..,_ __ 18;;...·' __ ,..__a_' ____ 1_2_' ____ ,..◄ .. ' --~1 a' Min 5 , Min 10' Min 5' Rounding See Note 12 ,.. Prof I I e Grad 10' Min Rounding See Note 12 ~ ... OG '[ Edge Drain f'( See Note 9_J See Note 9 l Catch Point Hlnoe Point RAMP BA-3 TYPICAL SECTION Sta 344+69 to Sta 353+00 Prof I I• Grode [,c NIB Lt ES I Brlatol Herth .,-&---IRYINE, CALIFORNIA 92114 ~OG Northbound Sta 1215+32 to Sta 1239+40 18' Min 10' Min Rounding See Note 12 5' 4 •• a· 4' 24',36', and Var and Prof I I e Grode ,.., Var +4'£ to -2'£ Var +-41, to -5'£ See Detol I F On Sht X-12 5' 18' Min ,~ 1-'[ See Note 9 0~ Hinge Point J Edge Drain :ee Note 9 ~ ... --- Catch Point RAMP MB-1 TYPICAL SECTION Sta 144+82 to Sta 160+14 See Detol I H On Sht X-12 Catch Point 1 ' Min 5' B' 24' 4' 18' Min Catch Point 0G 10' Min Rounding See Note 12 \_OG Catch Point Catch Point LOG OG~ Boni to Ch•on_n_e--1I.-Se_c_t_on 4.-:1--. Prof 11 e Grode Var +91 to -11 '£ :f: --- Earthwork Earthwork 11' 9' \ Bon I to Chonne I -"--"-'---'--=-.-1 10' Min Roundlno See Note 12 East Maintenance Rood Hlnoe Point Catch Point ----x----- '---OG Note: FIii Condition Shown Above la Between Sta 445+59 and 452+00 Only RAMP MB-4 TYPICAL SECTION Sta 445+59 to Sta 467+60 10' Min Rounding See Note 12 +---- OG Hinge Point TYPICAL CROSS SECTIONS NO SCALE ,0111 MDUCCD l"\.AHS O a I --•-••• •• .,. .. •• .. •-.. , _,,.,,.,.,.. I r:11 ,n1, FA 107540 X-3 • i 18' 4' 12', 24' Min and Var 8' and Var 5' 18' Min -----'-Catch Point 10' Min Roundlno See Note 12 ., ~ OG Edoe 10' Min Rounding See Note 12 OG rJ.,~•:[ .... Hinge Point See Note 9 Drain J "o+ ,-.._..r - See Note 9 Catch Point OG RAMP MB-8 TYPICAL SECTION Sta 837+o6 to Sta 867+53 See Detol I H On Sht X-12 5' Bonito Channel action 4.1 Earthwork or thwork \ Boni to Channel £oat Maintenance Rood 8' 12' Profile Grode Drain • See Note 4' Catch Point 5' ........ 18' Min 10' Min Rounding See Note 12 cl. ,] ., !b, ---• ..._~Edoe Hlnoe Point See Note 9 OG Hlnoe Point Catch Point Note: Catch Point FIii Condition Shown Above la Between Sta 350+75 and 367-tOO Only • 10' on bridge structure 10' Min ,..., Roundlno Sel-Note .;2 ·' ,. . ~o-#-~ ~GJ Hlnoe Point Catch Point See Note 9 4• PCC Sldewolk RAMP MB-3 TYPICAL SECTION Sta 343+38 to Sta 367+o0 12'• I. 42' 8' Var +1. 1 '1 to -5'1 24' Prof I I e Grode +1.11. to -2'1 4' or Var 18' Min 5' £doe Drain Seo Note ,J Hlnoe Point 10' Min Roundlno See Note 12 ~ .. , "-6+ Concrete Barrier !Type 2781 Co_tch Point RAMP UN-US TYPICAL SECTION Sta 883+82 to Sta 892+89 OG 10' Min 18'' M n Round I no See Note 12 ,. ~7~1 l 4' 24' 8' 5' 5' 'lSee Noto 9 POOR DUALITY ORIGINAL 18' 10' R/W Min n ~J.---l.;::Catch Point ., ~o OG 10' Min Rounding See Note 12 OG ~ .,____,_ 12 0.-o n GISTIMD ClVL I.NCIIC[II PUNS APl'IIDVAt. DUI VAN DELL ANO ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA tZlt4 otch Point G Hlnoe Point RAMP US-1 TYPICAL SECTION Sta 176+91 to Sta 181+10 See Detol I G On Sht X-12 18' Catch Point---Min OG ' .. , 10' Min . Rounding--See Note 12 8' 16, 24' ond Var Profile Grode var -2'1 to +4'1 OG ~ ••' Catch Point 'l, .. Noto 9 RAMP U-2o TYPICAL SECTION Sta 480+41 to Sta 489+o9 2', 4' and V,r l 2 and Vor U-2b Concete Barrier I Type 501 Sta 482+27 to 484+11,15 RO/Tl> U-2o 24' 8' and var 18' Concete Barrier !Type 501 Sta 484+52 to 486-t06 5' Prof I I e Grode -0,8'1 to -4'1 Seo Noh ,J RAMP U-2b TYPICAL SECTION Sta 483+o0 to Sta 491+o6 Min 10' Min Roundlno See Note 12 ~+--r 0G Catch Point Hlnoe Point TYPICAL CROSS SECTIONS NO SCALE X-4 ···-·-·-···-------------------------;:r,_,,;::-,...;;;:..,;-;.,.:;-rnnP"'~'i::u<~----;n:---:---:-1----:------------------------------------------_J Ir-, in,c;,n -l E 0G .7 See Detol I F On S t X-12 4', 9, 14' and Vor See Detal I F On Sht X-12 R/W 18' Min 8' and var l 12' Prof I le Grode var +1'l to -81 ·see Note 9] Edoe Drain RAMP UN-3 TYPICAL SECTION Sta 292+75 to Sta 304+75 i 18' Min 4• 12', 24' and Vor 8' 18' Min 10' Min Roundlno See Note 1 ,. Prof I I e Grode Edoe Drain Hlnoe Point See Note 9 RAMP MB-2 TYPICAL SECTION Sta 196+63 to Sta 208+30 4' 12' and Var 8' Catch Point OG 10' Min >--t--Roundlno See Note 12 Hlnoe Point 5' Top Of Slope----.. Hlnoe Point Prof I I e Grode 2'l --.J. ◄ 11, -r· --~---=-----=---_-_---=--_. ---cutlre RCJl'l1> Povlno lni:>roverrentu Hlnoe Point ~ -~ RAMP JR-1 TYPICAL SECT I ON 'O I~~ i I h! Sta 192+12 to Sta 193+30 18' R/W 10' n Min 5 , 10' Min Roundlno See Note 12 •, OG3 8' l 12', 24' and Var 4' Prof I I e Grade , Var -2'l to -5,4'l 5' 0 Drain Soe Noto .J POOR DUALITY ORIGINAL 18' Min 10' Min Roundlno See Note 12 0G ll U..-o ll T000VI. INCIN[PI VAN D£ll ANO ASSOCIATES, 11101 CARTWRIGHT ROAD IAVINE, CALIFIJIMIA 92114 See Note 9 Catch Point Hlnoe Point RAMP JR-4 TYPICAL SECTION Sta 483+97 to Sta 503+69 24' 4' 5' Prof I I e Grode ,.., -<oo 'l Edoe Drain See Note 9 L◄•r ~oo See Note 9 RAMP J-2 TYPICAL SECTION Sta 200+50 to Sta 206+86 t B ◄ IGrodlno Only I PE TYPICAL CROSS SECTIONS •• I! NO SCALE I ~ X-5 j" c§L-..:!JL----------------------------------'ri,011mo11£~DUCDUCl[mo~~~AHS~---~o----;---~.;---:---------------------,-------~,---------' J Ir., I. , -. .... ~r11ff~.,...,.,.... I I I ~ ! ! ~ ◄' ' ~ ~ ' ~~ ~ iU ------ 4• PCC Sidewalk Prcpoaed R/W 'i. 12' vor 66' to n' Var 38' to 46,19' Existing Chain Link Fence ----4~ Solvooe and Relocate -i· ti -~ tv: :•,k:o 1.19' 2 1 L I Type 1 I +-'t- Match 0 Profile Grode Exlstlno Exist 50' Var 10' TO 15' in 1 -Remove Exist Dike~ ,., x Crossfol 1 --=-7-•,._ _ _______________ Vories~-~~~-75"_J_ .-J_ ~ l_ ·---=c - - - - - - - - - - - - - R/W 12' -----• ' -----~~~,- 1.5' ABJ-' Vor 11' TO 78,82' 50' MACARTHUR BLVD TYPICAL SECTION Sta 131+55 to Sta 137+20 < lrrprovements b1 Others) Prep aed Exist 15 , and var 83' I Sowcut ond Join 4• PCC Sidewalk~ Type A2-8 Curb Prof I I e Grode Curb 2°' __ rr-.......... ......._ -------: ------' ------------ OIi f COUNJY IIOUH POOR DUALITY ORIGINAL 12 Ora 13 8' .......___ 18' 2' --- R/W GIi HMO CIVI. [NOINUJI f'UNS &f'l'IIOVAL DU[ VAN DELL AHO ASSOCIATES, 11101 CARJIA IGHT ROAD IRVIHE, CALIFORNIA 12114 to' Min Rounding See Note 12 _,_/oo Catch Point 2' Hlnoe Point O' Min oundlno Note 12 . '-6 -----~ --- Remove Exlatlno Curb and Sidewalk R/W -:~ +- "t::: u -r~-------- Remov• Exlat Curb~-~ ond Sidewalk Catch Point 8' MACARTHUR BLVD TYPICAL SECTION Sta 138+-09 to Sta 139+48 71', 83' and Vor Prof I I e Grode Vories +21 to -21 ------ Type A.2-8 Curb Var MACARTHUR BLVD TYPICAL SECTION Sta 141+75 to Sta 145+90 q_ on Var 11' and Var _Jlzi-........., 00 Catch Point Hlnoe Point TYPICAL CROSS SECTIONS NO SCALE X-6 • • • See Detol I I on Sht x-12 . .__._...., 8' Hlnoe Point--~ 10' Ml Roundl See Not - 47' ond vor Prof I I e Grode Vories +21 to -21 Type A2-8 Curb 47' ond Vor concrete Sorrier Type 50 IModlfledl Vories +21 to -21 POOR DUALITY ORIGINAL 8' OG See Detol I I On Sht X-12 Catch Point MACARTHUR BLVD TYPICAL SECTION Sta 147+20 to Sta 168+98 Type A2-8 Curb -· -~...--.i-1 • Sto 169+58 to Sto 172+18 , •• 8, 48'. 53', 60' and Var Type 50 -Tonoent Sectlon]concrete Sorrier Type 50 I Mod If I e,:t I -Supere I evoted Section Vories +21 to -21 Type A2-8 Curb 60' and Var Profile Grode Vories +21 to -21 ----------------- 12 Oro U l'UHS '""OVAL DATI VAN DELL ANO ASSOCIATES• INC 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA 12714 8' Catch Point ----Hinge Point Catch Point Type A2-8 Curb AC Dike I Type DI Sta 182+10 to 182+75 MACARTHUR BLVD TYPICAL SECTION Sta 169+58 to Sta 182+75 Northbound Sta 169+58 to Sta 183+65 Southbound 181+75 to 182+15 , R/W Ex lat q_ 8' 45' Vories 30' to 42' Type A2-8 Curb--. Prof 11 e Grode Catch Point 2'£ L 2't. • J Vories +2'£ to -2'£ V ---.L_--=-==-=--=----_-__:-~7~--_-_-_--=-=~.~==t:::=~~ = ~ --=1.:r 7.':c -----~--- r ---------~-4' AC (Type Bl ~-4' AC (Type Bl 0,75' Cl 2 AB 0,75' Cl 2 AB .10' CJ 4 Aooreoote Subbose 1.10' Cl 4 Aooreoote SIA>boae MACARTHUR BLVD TYPICAL SECTION Sta 198+64 to Sta 202+95 R/W / / ,,, / TYPICAL CROSS SECTIONS'~ NO SCALE ~, V " \:'6_ i1 .. R/W 12' Vories Survey Line 2' • .._...,.,_r_._,.__...!..¥.-"""'1~ E,clat Blkelone / / 4--~------ 0,◄5' AC I. 30' AB [ OG 10' Min Roundlno See Note 12 OG Catch Point R/W 2' 10' UNIVERSITY DRIVE SOUTH Sta 107+70 to Sta 113+o5 t 52'• 57' and var 52'. 57' and Var 3 ◄' -2. 2'1 - urb 4" PCC Sidewalk Hlnoe Point Catch Point 4 " PCC SI dewo I k UNIVERSITY DRIVE NORTH TYPICAL SECTION (By Others> Sta 85+43 to Sta 103+80 R/W 10' 2'L V . POOR QUALITY ORIGINAL 12' R/W -Hlnoe Point 10' Min Rounding See Note 12 Catch Point OGT OIU COUNTY IIOUTl 12 Oro n GIS TlMD CIVL lNON(I "-ANS APPROVAL DU( YAN DELL AND ASSOCIATES. I 17101 CARTWRIGHT ROAD IRVIH£• CALIFORNIA ,z,14 At Brldoe Abutmanta TYPICAL CROSS SECTIONS NO SCALE X-8 ! -... \ I~;; I -~ j h I , R/W 10' R/W 10' 8' 63' 63' JAMBOREE ROAD Sta 177+50 to 185+83 l 10' 60' u.. _p. _________ n. -=~---------J -----r --------------- ---I --- 56' JAMBOREE ROAD BRIDGE Sta 187+59 to Sta 190+22 q_ Vor 8' to 10' Var 5' to 8' 56' 10' R/W 18' 1.75' R/W ---------- JAMBOREE ROAD Sta 191+63 to Sta 194+29 POOR DUALITY 12 •oro n z.s.r/l').:i DR 16 I NA L I---'----'--~-----'-___..__~ ~~~~R l'UHS Al'l'IIOVAL OATI VAN DELL AND ASSOCIATES, INC, 11101 CARTllfl I GHT ROAD IRVINE, CALIFOAttlA 12114 TYPICAL CROSS NO SCALE X-9 ~ ea__!..J _______________________________ ,,ui011iill[wtQUCiiucr[DD""'-'.'ii•1CS.;----;o---;-----;---;--------------------.--------,-------- SECTIONS, I i Ill: I!! t ~ i LI. ti ~ .. i--' s.s· t 6' 6' Var 2'l to -2'1 - s.s· BIKE TRAIL 11 A11 Sta 1+-02 to Sta 14+-09 t 6' 6' 2' 2'1 2'1 ~o-1-. - BIKE TRAIL "B11 Sta 1+-00 to Sta 5+50 l :, 2' Var ~-%' 2'1 -2X Min :t:= Note: Protect Exist Povement Between Sta 4+o0 and 7+40 BIKE TRAIL 110 11 Sta 1+-00 to Sta 12+63 !I 2' 8' a· s.s• var ~ 2'1 - MAINTENANCE ROAD CONNECTOR Sta 11+83 to Sta 13+41 (Grading Onlyl ·.e.s ·.e.s· 2· and Voron7r1Va ~~ BIKE TRAIL 11C11 Sta 1+00 to Sta 5+-08 t 2' 10' and Var I 10' and Var 2' POOR DUALITY ORIGINAL --=--.--~--,--·_.__!=!~ ~ Sta 1+90 to ]'50 only RIDING AND HIKING TRAIL Sta 1 +oo t ::> Sta 4+58 °"' c~n IIOUT[ n ~ ~ j[ll[O CIVIL [HC;aC[II l'UNS AJ'PAOYAL DUl VAN DELL ANO ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA 12114 TYPICAL CROSS SECTIONS NO SCALE X-10 ···-···----------------------...;...--,.--------..J • • 9 •-I t i ~ • a: ~ ~ ... . " AC Dike IType A AC Dike !Type A ES 5' teGR See Layout Pion for Loe ES AC Dike (Type 01, See Layout Pion for Loe 0,5' HP AC Dike !Type Al with Side Gutter, See Layout Plans for Loe AC Dike---, !Type A DETAIL G-1 CUT, HIGH SIDE, WITH SIDE GUTTER 0,25' 0,◄2' 5,00' DETAIL G-2o ES 1. 67' AC Dike !Type 0), See Layout Pion for Loe CUT, LOW SIDE, WITH SIDE GUTTER 0,25' 6.07' 0,25' AC I Type 8) 5,68' DETAIL G-2b ES 0.61' Type AZ-8 Curb, See Layout Pion for Loe CUT, LOW SIDE, WITH SIDE GUTTER DETAIL G-2c CUT, LOW SIDE, WITH SIDE GUTTER FILL, LOW SIDE, SLOPE FLATTER THAN 3:1 POOR DUALITY 12 ()r"O ORIGINAL =-- FILL, HIGH SIDE ES MSGR, See Layout Pion for Loe l'UHS "'""OVAL DUI VAN DELL AND ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE,·CALIFORNIA tZll ◄ INC, ;\;:·: .__ ______________ _ AC Dike IType 0), See Layout Pion for Loe FILL, LOW SIDE, WITH GUARD RAIL FILL, LOW SIDE, SLOPE 311 OR STEEPER, NO GUARD RAIL AC Dike !Type 0) See Layout Pion for Loe CUT, LOW SIDE HP ES 5' Var AC AB F I I t er F obr I c For Addltlonol Oetolls See Standard Plans 099 8, 099 C and 099 0 For Type 5 Structural Pavement Section And Drainage System ES 5' HP MBGR, See Layout Pion for Loe FILL, HIGH SIDE, WITH GUARD RAIL 3• Ola Slotted Plostlc Pipe 5'1 AC ES 5' . O> AB ---- HP • 1. -7- F I I t er F obr I c MI n 3• Dia Plostlc IUnslotted) Pipe outlet at 200' ± I In Cut Sect Iona COfY'lect Slotted Pipe to Drop Inlet,, EDGE DRAIN DETAIL 1, Top Lift of AC to be Carried under Side Gutter and All Dikes, +/-0,2 Feet TYPICAL SECTION DETAILS r-1 I ,.,, -.-, ~ ~ f ~ ~ ' ~t ~ ~, ~ ~~ ~ Ed e of 18' CP Shoulder Mlnlnum Transition Slope S' HP 1 S' 1 S' ------.,,,.-..- SLOPE ROUNDING -CUT SLOPE CP SO' Mox SO' Mox ---------- S' SLOPE ROUNDING -CUT SLOPE MAXIMUM REQUIREMENTS 18' CP 10' Min Mlnlm.Jffl Transition Slope SLOPE ROUNDING -FILL SLOPE R/W Bonito Channel Cone Borr I er IType 50D1 Var -Rorrp East Maintenance Rood POOR OUALITY ORIGINAL R/W ES ~I --~DG Min Type 1, or Type S Retolnlno Woll Where Shown 1.42' 3,58' R L I ml ted ----=~~-:_--:_~....,-•--.~l'--'"'--onp=-a:'-- Access Line Edoe of Shoulder DETAIL • H • ,r-Choln L Ink Roi I lno Type 7 CModlfledl .,,...,.-concrete Barrier / !Type 2181 l'UNS Al't"ROVAl on, AN DELL ANO ASSOCIATES, I 11801 CARtlAIGHt ROAD IRVINE, CALIFORNIA 12114 HP 10' Shld 5' Var 5' Rt .ES ...Y!!:._ Rte 13 Concrete Borr I er ·r ... 1 MSE Wal I Where Shown nl Level lno Pod DETAIL •a• Lt ES Concrete Barrier IType 25AI 8' Shld 2't. - Lt ES Ronp U-2a MacarthUr' BI vd var -- Type 1 Retalnlno Woll Where Shown DETAIL •1 • TYPICAL SECTION DETAILS NO SCALE X-12 ■ AIOA Abbrnlallon1 GENERAL ROAD WORK MISCELLANEOUS ■ D72 DRAINAG.E POOR DUALITY ORIGINAL 12 Oro 7J 23.7/25.5 ■ AIOB S1mbol1 ■ A20A Paumenl Marken and Traffic Line■, Typical Delalla ■ D73 0 D74A 0 D748 Dralna1• Inlet■ Dralnaae Inlet■ Dralneae Inlet■ Draln•1• Inlet ■ Drelnaae Inlet ■ Delell1 Pipe Intel To accompanJ pl•!'• dated ________ _ ■ A20B Peumenl Marken end Traffic Line■, Typical Delalla ■ A20C Peumenl Merker■ end Traffic Line■, Typical Delalla ■ RSI' l2JXJ PtNll'IWI Morter, and Traffic Urm, Typloal Dt,101/1 ■ A24A Pnemenl Merkln11· Arrow ■ ■ A24B Penm1nl Merkln1■• Arrow ■ 0 A24C Penmenl Merkln1■-S1mbol ■ and Numeral■ ■ A24D Pnement Merkln1■-1Jord1 ■ A24E Peumenl Markln1■• Word• end Cro11welk1 ■ A36A Porlland Cement Conorete Pnln1 Delall1 0 A02A Excnallon and Backfill· Ml1cellaneou ■ Dllall1 0 A02B Limit■ of Pa1ment for Excnallon and Backfill Bridie· Surcharae and Wall 0 A02C ■ A02D 0 A02E ■ A82F ■ A73A ■ A73B ■ A73C ■ A74 ■ A76A 0 A76B 0 A76C ■ A77A ■ A77B ■ A77C ■ A77D ■ A77E ■ A77F ■ A77G ■ A77H 0 A771 ■ A771 0 A77K 0 A78A 0 A78B 0 A78C 0 A78D 0 A78E 0 A78F 0 ABO ■ ABI 0 AB3 ■ AH 0 ABO ■ AB7 0 C7A 0 C78 0 C7C 0 C7D 0 C71 0 C7F Limit ■ of Pa7ment for E:10nallon and Backfill-Bridie ExcaYatlon and Backfill· Concrete Pipe Cuherl■ Excnallon end Backfill-Ca■l-ln-Plac, Reinforced Concrete Box and Arch Culurl■ Excnatlon and Backfill· Metal and Ple ■llc Cuherl■ Marken Marken Dellneator■, Channeliser■ and Barricade■ SurYey Monument■ Concrete Barrier T1p• 60 Concrete Barrier Type 50E Headllaht Glare Screen Metal Beam Guard Rallln1 Metal Beam Guard Rallln1-Standard Hardware Metal Beam Guard Rallln1· Po ■l■ and Block ■ Guard Rall Flare■ Guard Rall Flare ■ Metal Beam Guard Rellln1-Ml1cellaneou1 Delall1 Guard Rall End Anchon IBreakawa1I Guard Rall End Anchor■ IBreekawa1 Hardware) Barrier and Guard Rall End Anchor ■ Guard Rell Connection, to Bridie Rall■, Relalnlna Wall■ and Abutment ■ Guard Rall Connection■ lo Bridie Sld1walk1 and Curb■ Thrle Beam Berrier Thrle Beam Barrier· Standard Hardware and Ml1cellaneou1 Delalla Thrle Beam Berrier-End Anchor■ Thrle Beam Berrier Connection lo Concrete Barrier Type 60 Thrle Beam Barrier Connection ■ lo Brld11 Rall■ Thrle Beam Barrier Connection ■ lo Bridie Curb■, Retalnln1 Walle and Abutment■ Thrl• Beam Barrier Emeraency Pu■eaewey Cra■b Cueblon, Send FIiied Portable Scale Pad and Approach Slab Delel11 Chain Link Fence Barbed Wire and Wire Me■h Fence■ Curb■, Dike■ end Drhewa71 CRIB WALLS R1lnloroed Concrete Crib Wall-Ballered Wall ■• T1p111 A,B and C R1lnforc1d Conorele Crib Wall-Ballered Wall■• Type■ D,E and F R1lnforoed Concrel1 Crib Wall-Varllcal Wall ■-Type ■ A,B and C Reinforced Conorele Crib Wall· Vartlcal Walle-Type■ D,E and F R1lnlorc1d Concrel1 Crib Wall-Typ111 A,B,C,D,E and F Header and Stretcher Delall ■ D11l1n Dala lor Relnforc1d Concrel1 Crib Wall Foundation Preuure-Ballered Wall V ■rllaal Wall ■ D74C ■ D75 ■ D77A ■ D778 0 D77C ■ D78 0 D79 ■ DB0 0 DBI 0 D82 0 D84 0 D85 0 D86A 0 D868 0 • D86C 0 D87A 0 D878 0 D87C ■ DBB 0 DBBA ■ D89 0 D90 0 D93A ■ D93B 0 D93C ■ D94A ■ D94B D D96 0 D97A 0 D97B D D97C 0 D97D 0 D97E 0 D97F 0 D97G ■ D97H □ D98A D D988 0 D99A ■ Dll98 ■ D99C ■ D99D □ HI 0 H2 a H3 H4 H6 HO H7 HB a □ D a a Gra le Del ell■ Blc1cle Proof Grate Delell ■ Allernallve Hlnaed Cover for Type 0L and OS Inlet■ and Tre■h Reck for Type 0CP Inlet Gutter Depre11lon1 Preca ■t Reinforced Concrete Pipe-Direct De■lgn Method Ca■t·ln-Plece Reinforced Concrete Slnale Box Culvert Cut-In-Place Reinforced Concrete Double Box Culvert Cut-In-Place Relnforoed Concrete Box Culvert Ml1celleneou1 Detail ■ Box Culvert Wln1wal11-Type ■ A,8,C Box Culvert Wlnawell ■-Type■ D and E Box Culvert Warped Wlnawall ■ Pipe Culvert Headwall ■, Endwell■ end Warped Wln1wall1 Arch Culvert Headwall■, Endwell ■ and Warped Wlnawall ■ 0ver■lde Drain■ 0ver ■lde Drain ■ Underdraln ■ Con■lrucllon Load■ on Culyerl ■ Slrul Delalla for Structural Steel Plate Pipe■, Archu, end Vehicular Undercro11ln11 Pipe Headwall ■ Pipe Culvert Headwall■, Endwell■ and Wlnawall ■-Type ■ A,B and C Pipe Rl■er Connection ■ Dralne1e Inlet Rl■er Connection ■ Pipe Rl ■er with Debrl ■ Rack Ca1e Metal and Ple ■tlc Flared End Section ■ Concrete Flared End Section ■ Concrete Arch Cuherll Corru1aled Metal Pipe Coupllna Detail ■ No. I-Annular Couplln1 Bend Ber and Strep and Anal• Connector■ Corruaaled lhlel Pipe Coupllna Detail ■ No. 2-Hal Bend Coupler end Flen1• Detail ■ Corruaaled Metal Pipe Coupllna Detail■ No. 3-Helical and UnlYer ■el Coupler ■ Corruaaled Metal Pipe Coupllna Detail ■ No. 4-Hu11er Coupllna Bend■ Corruaaled Metal Pipe Coupllna Detail ■ No. 5-Standard Joint Corruaaled Metal Pipe Coupllna Detail■ No. 6-Po ■lllve Joint Corruaaled Metal Pipe Coupllna Detail ■ No. 7-Po■llln Joint■ and Downdreln■ Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe Standard end Po■llhe Joint ■ Slotted Corru1eled Steel Pipe Drain Detail ■ Slotted Corru1aled Shel Pipe Drain Detail■ Slruct ural Section Dralne1e Sy ■lem De tall ■ Eda• Drain Oullet and Vent Detail ■ Edie Drain Cleanoul and Vent Detail■ Cro■■ Drain Interceptor Detail ■ Plantlna Plantlna Plenllna Plantlna Planlln1 Planlln1 Planlln1 Planllna and and and and and and and and HIGHWAY PLANTING lrrl1ellon-Abbreviation ■ lrrl1allon-S1mbol1 lrrl1atlon-Delell ■ lrrl1allon· Detail, lrrl1allon· Del1ll1 lrrl1allon· Detail, lrrl1at1on-Delalla lrrlaallon-Detail■ □ T4 ■ TIO □ TI0A ■ Tit ■ Tl2 □ Tl3 ■ T14 ■ 80-l ■ 80-3 ■ 80-6 ■ B0-13 □ 82-3 ■ B2-5 □ B2-8 ■ B2-9 ■ 83-1 ■ 83-2 □ 83-3 0 83-4 D 83-5 □ 83-6 ■ 83-7 • • 83-8 RSP 8H 0 B3-lt a □ 86-t B6-t0 ■ 88-21 ■ 87-1 ■ 87-6 ■ 87-0 ■ 87-10 ■ B7-ll ■ BB-6 ■ 811-7 ■ 811-47 ■ 811-61 ■ 811-62 ■ Bl1-53 □ Bl1-64 □ 813-1 □ 813·2 □ 814-t ■ 814-3 □ 814-4 ■ 814-6 ■ RSI ■ RS2 □ RS3 ■ RS4 Temporary Tralflc Screen TraUlc Control S11lem for Lane Clo■ure on Freewa71 and Expre11way1 Tralflc Control Sy1lem for Lane and Complete Clo1ur11 on Freeway, and Expre11way1 Tralflc Conlrol Sy1lem for Lane Clo1ure on Uullllan• Conunllonal Hl1hway1 Tralflc Control Sy■lem for Lane Clo1ure on Uullllan• Conventional Hlahway■ Traffic Control Sy ■lem for Lane Clo1ure on Two Lan, Conventional H11hway1 Tralflc Control S11lem for Ramp Clo1ure1 Brld1e Detail ■ Brld1e Detail, Brlda• Detail ■ Brld1e Delall ■ BRIDGE 16" Caal·ln-Drllled-Hole Concrel1 Pile Pile Dllall ■• Cle■■ 45 and Clu■ 70 Pile Detail,-Clu1 45C and Clan 70C Load T111l Anchor Pile Detail ■ Relalnlna Wall-T7p1 t, H•4'·30' Relalnlna Wall· Type t, H•32'-38' Relalnlna Wall· Type IA Relalnlna Wall-T7pe 2 Counlerforl Relalnlna Wall-T7pe 3 Counlerforl Relalnlna Wall-Type 4 Relalnlna Wall-Type 6 Relalnln1 Wall Delalla No. l Rtlolring Wall Dtllal/1 No.2 Relalnlna Wall T1pe 8-8'-0" Uulmum T-Beam Detail■ _Utlllly Openln11, T-Beam lolnl Seal• !Maximum Moum,nt Ralln1 • 2") Box Glrder-Delal11 Deck Drain, Deck Drain■• Type D-l and D-2 Ullllly Openln1-Box Girder Utlllly Detail ■ Call-In-Place Pre ■treued Girder Detail• Chain Link Ralllna Cable Ralllna Tubular Hand Ralllna Chain Link Rallln1 T7pe 7 Concrete Barrier T7pe 26 Concrete Barrier T7p1 28 Slope Protection Detail No. t Slope Protection Detail No. 2 Structural Steal Plate Vehicular Undercro11ln1 Communication and Sprinkler Control Conduit !Conduit lau than 4" Diameter) Waler SupplJ Lina IBrldael IPlpe 1111 than 4" Dlamalerl Waler Suppl7 Line IDelall ■) IPlpe le ■■ than 4" Dlam1lerl ROADSIDE SIGNS Road■lde Sl1n1, T1plcal ln1lallallon Delalla No. l Road■lde Sl1n1, Wood Poat ■, TJplcal ln1lallallon D1lall No. 2 Road■lde Sl1n1, Laminated Box Wood Po1t1, T7plcal ln■lallallon D1tall1 No. 3 Road■lde Sl1n1, T1plcal ln ■tallallon D1tall No. 4 I O C70 Relnloroed Concrete Crib Wall Foundation Preuure· □ CU Sh1l Crib Wall-Conatrucllon Del•ll• TEMPORARY FACILITIES I D CBB 8l11I Crib Wall-D111l1n Dala □ Tl Temporer1 Cre ■h Cu1blon, Sand FIiied SHEET 1 OF 2 0 CBC SlHI Crib Wall-D11l1n Data ■ T2 Temporar1 cra1h Cu ■blon, Sand FIiied STANDARD PLANS UST • t I O CU Timber Crib Wall-Typu A,B,C and D ■ TS Temporary Ralllna IType K) CJuly,19112 Edition) ~ O CIIB Timber Crib Wall-T II A,8,C and D De■I n Data Reviud Nov1mber 5, 1992 ~h-~R;;_-j,,r;,;,_.t~ri1iion~dlcor~driSPt~n:n"n;,"11f©SP~liio;n~d"lr.t;;w;7Sitlon~di;or~driiiPl~o~ns;7i1NN'SsiP ~ l " - ; 1 r ~ h f c c ~ h ~ o p o i i i i p ~ l y ~ l o i 1 i t h h l i " 1 c c : o o n n i 1 i r r j i , o c c i _ t ~ o r i i _ eel,~. ctiiiiioiilii_:ci,fv.fdduwotiiiii1httteii,~1,iooflii1hiite~prri:oi11iic:it1pii.10:;;:n;;,'.'"", -------------------J.---------------r----~~:.:..::...:_:~==~:..:::.:_::_ _____ j rnt.J'f'P • ""' Mn ~nn , n • I I □ SI □ S2 □ S3 □ S4 □ S6 □ SO □ S7 □ S6A □ S8B □ soc 0 S8D □ SIJ □ SIO □ Sil □ Sl3 □ SIU □ sue □ Sl6 □ Sl8 □ Sl7 □ SIBA □ Sl8B □ S20A □ S20B OVERHEAD SIGNS OVERHEAD SIGNS-TRUSS Overhead Slan•-Tru11, ln1lrucllon1 and Exa,uplu Ourhud 11101-Tru11, Sinai• Po1l Type, Poat Type II lhru VII Overhead Siana-Tru11, Two Po1l Type, Po1l Type 1-S lhru Vll-S Overhud Slanr Tru11, Sinai• Po1l Type, Structural Frame Member■ Overhead Slan•-Tru11, Two Poat Type, Slruolural Frame Me,uber ■ Ovarhead Slan•-Tru11, Struol ural Fra,ue Detail• Overhead Siana-Tru11, Frame Juncture Delalla Overhead Blan•-Sleel Freme Removable Slan Panel Frame■ Overhead Siana-Removable Slan Panel Frame■, Overhud Formed Panel llounllna Delalla Ovarhead Stan■-Tru11, Slan Panel Mounllna Del1ll1, Laminated Penal-Typa A Ourhead Sl1n1-Tru11, R■movable Blan Panel Frame ■ 110" and . 120" Blan Panela Ourhead Sl1n1-Walkway Delalla No. l Overhead Sl1n1-W·alkway Delalla No. 2 Ourbud Blan•-Walkway Safely Ralllna Delalla Ourhud Siana-Tru11 Pile Foundation OVERHEAD SIGNS-LIGHTWEIGHT Ourhud Siana-L11htw1laht Balanoed-Slnale Steel Poat Connection end Mounllna Detail, Ovarhud Sl1n1-Llahlwelahl Balanced-Slnale Sleet Po1l Delalla Overhead Siana-Llahtwelaht, Type A, Connection Delalla Ourhud Siana-Llahtwelaht, Type B. Conneotlon Delalla Ourhud Siana-Llahtwelaht, Type C, Conneollon Delal11 Ourhud Siana-Llahtwelaht, Blan Panel Mounllna Detal11, Laminated Panela-Type A Ovarbud Siana-L11htwel1ht, Llaht Fixture Mounllna Delall1 Ourbud Blan■-Ll&bl welabt Po1l Dehl11 Ourhud Blan■-Llahtwelaht Foundation OVERHEAD SIGN-BOX BEAM CLOSED TRUSS ALTERNATIVE □ S31J □ 940A □ S40B □ S40C □ 940D a s401 □ S40F Ourhud Blan•-Box Bum, Clo11d Tru11 Foundation Ourhud Blan•-Box Bum, CloHd Tru11, Two Poat Type Fram• Member■ Ourhud Bl1n1-Box Beam, Clo11d Tru11, Sinai• and Two Poat Type General Fram• Detail■ Ourhud Blan■-Box Bum, CloHd Tru11, Ribbed Sheet Metal Detal11 Our bud Siana-Boll Bum, Clo11d Tru11, Two Po1l Type. Frame Delall1 Ourbud Blan•-Box Bum, Clo11d Tru11, Two Poat Type Frame Juncture Delalla Ourhud 81101-Box Bum, Clo11d Tru11, Two Poat Type Poat Detail ■ a 9400 Ourhud Sl1n1-Box Beam, Clo11d Tru11, Sinai• Po1l Type Fram• Member■ a S40H Ourhud Siana-Box Bum, CloHd Tru11, Sinai• Poll Cantilever Frame Detail, □ 9401 Ourbud Slane-Box Bum, Clo11d Tru11, Sinai• Poet Cantilever Frame Junolure Delalla a S40J Ourhud Sl1n1-Box Beam, CloHd Tru11, Sinai• Poal Canlllner Poat D1lall1 □ 940K Ourhud Sl1n1-Box Beam, Clo11d Tru11, Sinai• Poat Butterfly Frame Detail• □ S40L Our bud Blf 01-Box Beam, CloHd Tru11, Sinai• Po1l Butterfly Frame June ure Detail• □ 94011 Ourhud Siana-Box Beam, CloHd Tru11, Sinai• Po1l Butterfly Po1l Delalla ■ S40N ■ 940P ■ S40Q ■ S40R ■ 9408 ■ S40T OVERHEAD SIGNS-TUBULAR Ourbud 81101-Tubular, ln1lrucllon1 and E:nmplH Ourbud 81101-Tubular, Sinai• Pc1l Typ• Layout and Pipe Selection Ourhud 91101-Tubular, Two Poat Type Layout and Pipe Seotlon1 !I Ourbead 81101-Tubular, Structural Frame Delalla Ho. l . Ourbead 8l1n1· Tubular, Structural Frame Delalla No. 2 Ourhead Sl1n1· Tubular Foundation Delalla SIGNALS, LIGHTS AND ELECTRICAL SYSTEMS ■ ES-U Slanal, Llahllna and Eleclrloal Sy1lem1· Symbol ■ and Abbrnlallon1 ■ ES-IB Slanal, Llahllna and Eleolrloal Syalem1-Symbol• and Abbrnlallon1 ■ ES-2A Slanal, Ll&hllna and Electrical Sy1tem1· Senlce Equipment and Eleolrloal Syatem1· Senlce Equlpm1nl and Eleolrloal Syatema· Senlce Equipment ■ ES-2B Siana!, Llahllna ■ ES-2C Slanal, Llahllna Nolu a ES-2D Siana!, Llahllna and Eleclrloal Syalem1· Senlce Equipment and Typical Wlrlna Dlaaram, Type A a ES-2E Siana!, Llahllna and Eleolrloal Sy1ltm1· Senlce Equipment and Typical Wlrlna Dlaaram, Type B ■ ES-2F Slanal, Llahllna and Eleolrloal Syalem1-Senlce Equipment and Typical Wlrlna Dlaaram, Type C ■ ES-3A Blanal, Llahllna and Electrical Sy1lem1-Slanal Head■ and Mounlln11 ■ ES-38 Slanal, Llahllna and Eleolrloal Sy1lem1-Slanal Head■ and Mounlln11 ■ ES-SC Slanal, Llahllna and Electrical Sy1tem1· Siana! Head• and llounlln11 ■ ES-3D Slanal, Llahllna and Electrical Sy1lem1· Slanal Head■ and llounlln11 ■ ES-31: Slanal, Llahllna and Electrical Sy1tema· Siana! Head■ and Mounllna• ■ ES·4A Slanal, Llahllna and Eleclrlcal Sy1hma-Controller Cabinet Delalla ■ ES·4B Slanal, Llahllna and Eleolrloal Syatem1· Controller Cabinet Delalla a ES·4C Siana!, Llahllna and Eleolrloal Syatem1· Controller ·Cabinet Delalla a ES·4D lrrlaallon Controller Enoloaure Cabinet a ES-4E Siana!, Llabllna and Electrical Sy1lema· Telephone Demarcation Cabinet Delalla a ES·4F Siana!, L11hlln1 and Eleolrlcal Sy1ltm1· Telepho~e Demarcallcon Cabinet Delalla ■ ES-6A Slanal, Llahllna and Eleolrloal Sy1lem1· Detector■ ■ ES-6B ■ ES-6C ■ ES-6D Siana!, Llahllna and Eleolrloal Sy1lema-Detector■ Siana!, L11hlln1 and Eleolrloal Syalema-Detector ■ Slanal, Llahtlna and Eleolrloal Sy1hm1-Delectore ■ ES-61: Slanal, Llahllna and Eleclrloal Syalema-Detector ■ a ES-6F Slanal, Llahllna and Eleolrloal Syalem1-Pedealrlan Barrlcadu ■ ES-8A Slanal and Llahllna Standard■• Type l Standard• and Equipment Numberlna ■ ES-8AA Siana! Standard■-Pu1h Button Poat ■ ES-8B Llahllna Standard■• TypH 16, 21 and 22 □ ES-8C L11ht1n1 Standard■• 80' lo 180' Hlah Mul Llahl Pole, Foundation Delalla ■ ES-8D Llahllna Standard•· Typ11 30 and 31, Slip Bue 0 ES-8DA Ll1hlln1 Standard•· Type 32 ■ ES-8! Llahllna Standard■-Typ11 30 and 31, Slip Bue Plate Delalla □ ES-er Llahllna Standard■-10 Deare• Type □ ES-8H Llahllna Standard•· 10 Deare• Type, Delalla ■ ES-8J Siana! and Llahllna Standard■• Cue 1 Arm Loadlna, Wind Velocity • 70 MPH, Arm Lenatha 16' to 30' ■ ES-8K iu1nal and Llabllna Standard■• Cue 2 Arm Loadlna. Wind Velocity • 70 MPH, Arm Lanatha 20' lo 30' ■ ES-ISL Slanal and Llabllna Standard■• Cue 3 Arm Loadlna, Wind Velocity • 70 MPH, Arm Lenath1 16' lo 46' ■ ES-ISM Slanal and Llahllna Standard■• Cue 4 Arm Loadlna, Wind Velocity • 70 MPH, Arm Lenatha 26' lo 46' ■ ES-8MA Siana! and L11blln1 Standard■• Cue 6 Arm Loadlna, Wind Velocity • 70 MPH, Arm Lenatha 60' lo 66' 0 ES-8N Siana! and Llahllna Standarda· Type 40-0-80 ■ ES-80 Slanal and L11ht1na Standard■• Cue I Arm Loadlna, Wind Velocity • 80 MPH, Arm Lenatha 26' lo 30' ■ ES·8P Slanal and Ll1blln1 Standard■• Cue 2 Arm Loadlna, Wind Veloolty • 80 MPH, Arm Lenatb• 20' lo 30' ■ ES-8Q Slanal and Llabllna Standard■• Cue 3 Arm Loadlna, Wind Veloolly • 80 MPH, Arm Lenatb1 20' lo 46' ■ ES-8R Slanal and Ll1hlln1 Standard■• Cue 4 Arm Loadtna, Wind Veloolty • 80 MPH, Arm Lenath• 26' lo 46' ■ ES-8RA Slanal and Ll1blln1 Standard■• Cue 6 Arm Loadlna, Wind Veloolly • 80 MPH, Arm Lenatba 60' to 66' DIIT. CDUITT IOUU Jr.I Ill.ft... -,.YT .WIit. POOR DUALITY ORIGINAL 12 Oro 73 23.7/25.5 I~ i;CN To accompany plane dated ________ _ ■ ES-89 Slanal and Llahllna Slandarda· Dehlia Ho, l ■ ES-BT Siana! and Ll1htln1 Slandarde· Delalla No. 2 □ ES·8TA Siana! and Llahllna Standard•· Pole and IIHl Arm Allernallu1 □ ES-8U Llahllna Standarda· Typ11 10 and 16 Slip BHe lnHrl ■ Es-ev Slanal and Slan Standard■• Type 33 Left Turn ■ ES-7 A SI anal, Ll1htln1 and Electrical Syaltm1· Eleolrloal Delalla, Struolure lnalallallona ■ ES-78 Siana!, Llahllna and Eleolrloal Syalem1• Eleolrloal Delalla, Structure lnalallallona ■ ES-7C Siana!, Llahllna and Eleclrloal Syalema· Eleolrloal Delalla, Structure lnalallallona ■ ES-7D Siana!, Llahllna and Eleolrloal Syalem1· Eleolrloal Delalla, Structure lnalallallona ■ ES-71: Slanal, Llahllna and Eleotrloal Sy1lem1· Eleolrloal Delalla, Structure ln1lallatlon1 0 ES-7F Slanal, L11hlln1 and Eleolrlcal Sy1lem1· Flu1b Soffll Lumlnalra Modification Delalla, Slruclure lnalallallon ■ ES-8 Slanal, Ll1hlln1 and Eleolrloal Sy1lem1· Pull Bos Delalla □ ES-9A Siana!, Llahllna and Eleolrlcal Sy1lem1· Canlllner FIHhlna Beacon, T7p11 8, 8A, 88 □ ES·9B Slanal, Ll1hlln1 and Eleotrlcal Syalem1· Cantllner FIHhlna Beacon, TJpH 9, 9A, IJB ■ ES-10 Slanal, Llahllna and Eleclrlcal Syel1m1· laolux Dla1ram1 ■ ES-II Sl1nal, L11hlln1 and Eleolrloal Sy1l1m1· Foundation ln1lallallon1 □ ES-12 Siana!, Ll1hlln1 and Eleclrlcal Sy1lem1· P1d11lrlan Undercro11ln1 FluorHcenl Ll1hlln1 Fixture ■ ES-13 Slanal, Ll1hlln1 and Eleclrlcal Sy1lem1· Spllclna Delalla ■ ES-14 Slanal, Llahllna and Eleolrloal Sy1lem1· Wlrlna Detail and FuH Ralina• □ ES-16 Siana!, Llahlln& and Eleotrloal Sy1l1m1· PedHlrlan Overcro11ln1 Fluoreacenl Llahtlna Fixture □ ES-27A Slanal, L11hlln1 and Eleclrloal Syalem1· Exllnaulahable Me11aae Slan, 10" Lellere □ ES-27B Slanal, Llahlln1 and Electrical Sy1lem1· E1llnaul1habl1 Me11a11 Slan, 10" Letter■ □ ES-28 Slanal, L11hlln1 and Eleolrloal Sy1l1m1· Exlln1ul1habl1 Me11a1e Stan and FIHhlna Beaoon1 SIGN lLLUMINATION ■ ES-29 Stan Illumination· Mercury Stan Illumination Equipment ■ ES-30 Stan Illumination· 38" FluorHcenl Stan lllumlnallon Equipment ■ ES·32A Stan lllumlnallon· Stan Illumination Equipment ■ ES-32B Stan lllumlnallon· Stan Illumination Control ■ ES-33 Slan lllumlnallon· lnlernally lllumlnaled SlrHl Name Stan NEW STANDARD PLANS □ NSP A88Curb Ramp· Delalla No. I □ NSP A81J Curb Ramp· Delalla No. 2 a HSP T7 Con1truollon ProJecl rundlna lndenllfloallon Stan• SHEET 2 OF 2 STANDARD Pl.ANS UST 1July,IH2 Edition) RnlHd Hou,uber 6, IH2 • END SECTION 3.3 BEGIN SECTION 4.1 STA 1145+00 PM 23.7 L 1ml t of Work STA 138+o9.16 MACARTHUR BLVD 1, \II U , .. POOR DUALITY ORIGINAL CIIHlllD CIVI. lllGIOII END WORK AND CONSTRUCTION END SECTION 4.1 STA 1239+40 PM 25.5 >-◄ • • w > >-◄ ID Li ml t of Work Sta 202+95.00 MacArthur Blvd KEY MAP AND LINE INDEX. NO SCALE ► I Ill i K! ~ w ◄ C • ◄~ ~ ... ~ ◄ ' em ► Ill ii ~ gl!: ~ NOTES 1. HORIZONTAL CONTROL DATUM IS BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 6, 1983 NORTH AMERICAN DATUM, 1988 ORANGE COUNTY CORRECTION. 2, VERTICAL CONTROL IS BASED ON THE USGS SEA LEVEL DATUM 1929, 1976 ORANGE COUNTY AOJUS TMENT. END SECTION 3.3 NAl,£/NU~ER NORTH EAST ELEVATION SJC 5H 2185134. 384 6070339. 680 50,59 SJC 536 2183810,065 6071126,793 2◄,◄ 8 3 SJC 207 2183767,148 6072424,791 - SJC 210 2180435,363 6071089. 265 88,96 RBF 3900 218206S,072 6071830,317 - • GROUND DISTANCE -GR~~ Pl~fMU LEGENQ GPS STATION NUMBER COORDINATE DATA AL I GNMENT OAT A &. □ 0 CONTROL POINT DATA • C. FACTOR MAINLINE STATION OFFSET 0,99996402 1198+46,6821 -452,251 ◄ 0,99996402 1181+62,◄024 · -160,5◄20 0,99996402 1179 ♦00,5634 1111.4961 0,99996062 1150+19, 7335 -876, 1988 0,99996062 1163+23,5S81 273, 7019 ABBBEYIAJlONS POOR DUALITY ORIGINAL INT INTERSECTION W/ WITH CISTlMD CM. llGNHII ,u111 APl"IIOYAL bin AH DELL AND ,ssocuns. 11101 CARTWRIGHT ROAD IRVINE• CALIFORNIA 12114 RAMP UN-US ---BON IT A CREEK CHANNEL l FD, FD, FD, FD, FD, -------------- 2" IP w121,1• B,D, 168+97, 7 K[g NEWPORT COAST DRIVE: DETOUR DESCRIPTION STAMPED "LS ◄131 SJC 531" 2" IP w/21,,• B,D, STAMPED "LS ◄131 SJC 536" CALIF DIV, OF HIGHWAYS e.c. IN CONC, STAMPED "FRED" PK NAIL W/1''• OCS BRASS TAG INEW VALUE PER GREINERI 2" l,P, W/2" 8,C, STAMPED• RBF 1987 LS 4965 PT 3900- SJC 536 a: 0 --.;;::::::::::::::::::::=d::. ~ ~ V) a: "' > z ::, CONSTRUCTION STAKING SURVEY CONTROL DATA SCAL[t 1• • 200' css -1 STREET SOUTH 4_ EXIST BRISTOL STREET NORTH FOIi A[l)UC[D l'\.AHS O ntt,,. ..... 4ra1 r .. •• •tr••t• 1 POOR DUALITY ORIGINAL 12 Oro 13 2].l/25.5 l'UHS APPAOYAl DAT[ AN DELL AND ASSOCIATES, INC. 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92114 1210 JR-5 o EXIST BRISTOL STREET NORTH -t 0 0:: LIJ LIJ 0:: 0 m ~ -t -, DETAIL SCALE& 1 • • 100' EXIST BIRCH STREET Ii. IIJO CONSTRUCTION STAKING SURVl. CONTROL DATA SCALE: 1" • 200' CSS-2 rtt ,..,, .,.., ,... '"""'" ....... t ) t I) t 21 I 3) ( 41 ( 5) t 6) 17) U> 9) ◄~ ~ I I I ~ ~ t t I ' !fn ~ iU t I t It I t ' I t 't t I t I t I ( I I I t I t t , 1111 I I t I t I ( I ( ' ( I I I I I I I t t I @. ' ~ I I ( t ALIGNMENT DATA BEARING DISTANCE DEL TA RADIUS LENGTH TANGENT N 19•02'39"E 734.01 1 ◄·17'36" 2000.00 498.93 250. 77 H 32°20' 15 "E 368.83 42° 35' 36 • 2000.00 1486.78 779. 63 H 1 o· 15 • 20 ·• 660.22 19•21•31• 2000,00 644'. 39 325.01 H 08 • I 2 ' 17 "E 224.51 H 84°31'27"W 227.87 N 94•40•52•w 154.02 H 27°00' 17 "E 348.65 31°52'25" 1200,00 667,56 342,66 H 04•52'08 •w 1345.62 25°34'20" 1750,00 781,06 397,14 H 48°29'07"E 250.41 77°31'27" 600.00 811. 83 481,76 N 29•02•2o•w 344. 09 14°57'36" 1500,00 391,65 196,94 3•11•44• 3000,00 167, 32 83,68 N 10•53•oo·w 300,06 5°09'46" 6000,00 540,65 270,51 4°03'26" ·4094,00 289,91 145,02 3•47•59" 2500,00 165,79 82,93 50•53•21• 1200,00 1065,86 570,97 N 16°22' 14 "E 389,24 21•33•34• 850,00 319,84 161,84 N 05• 11 • 2o·w 260,00 24°36'32" 2500,00 1073,76 545,29 N 10°35'33"W 109, 71 9°55'27" 3000,00 519,53· 260,46 N 20•31•oo•w 838,56 1°51'18" 2000.00 64,75 32,38 34•14•47• 600,00 358,63 184,85 8°41'56" 400,00 60,73 30,42 68°44'08" 150,00 179. 95 102,58 72°48'4I" 150,00 190,62 110, 61 N 07°13'05"E 235, 75 22°53'14" 464,00 185, 35 93,93 H 15°40'09"W 118,52 173°03'05" 100,00 302,03 1647,10 N 06°15'22"E 247, 95 21°55' 31" 468,00 179,09 90,65 N 15°40'09"W 118.48 19°31'09" 4000,00 1362,70 688.02 N 09 • 4 4 ' 1 6 "W 2616.67 39• 37' 45" 3000,00 2074. 98 1080.93 N 49°22'01"W 3385,65 ALIGNMENT I ) DELTA/BEARING DISTANCE DELTA I ) N 17• 45' 51 "W 620,92 t It N68·2a•13•w 347,05 t t 23°22'22" ' N ee•o9'25"E 872,89 ( I N 17 • 4 5' 51 "W 439,53 ~ 18°43'06" • 5•14•55• I ~ H 10°54'56"W 143,99 Id 28° 53' 46" ( ii t H 39°48'42"W 877,42 I ) 20· 51 '52 • I ~ 8°33' 18" I t H 42•52'09•w 183,94 I t 10°31'45" I>~ H 02° 38' 48 "W 440,76 I, , 34• 41 '09" I> I N 32°02'21 "E 250,21 I> I 81°24'22" t I N 49°22'0I "W 652,04 I I 4•20'29• ( ) N 53•42•3o•w 315.51 ' ,It 3•11•44• I ' N 5o•3o'46"W 300,06 I HOT USED I ) HOT USED I I HOT USED I 10• 49' 46 • I I 83°15'15" I,,, 26°19'19" I ' H 51•39•3o•w 331,40 I I H 66°27'12"W 102,59 I I 15°56'26" I H 50"30'46"W 424,81 I H 8°14'50"E 30,21 I 9•47•49• I 33°28'13" I ~ H 25'15'56"W 407.74 I N 18' 02' 39 "E 282, 17 I ~ 28°42'36" I ~ N 11•57' 34 "E 62.82 I ) 46· 24' 48" I ~ N 34°27'14"W 201,16 I ~ 27'07'49" I N 61• 35'03 "W 86,65 I 1) 08' 24' 30" I , N 69°59'34"W 22,41 DATA RADIUS 1800,00 15(10,00 2950,00 , 2000,00 3000,00 2710,00 2400,00 1200,00 700,00 30_00,00 3000,00 ' 2100,00 150,00 190.00 2300,00 2000.00 2500,00 305,00 305,00 300.00 450,00 POOR DUALITY ORIGINAL LENGTH TANGENT 734,28 372, 32 490.04 247,23 270,23 135,21 1008,66 515,30 1092,46 552,35 404,63 202,69 441,05 221,15 726,46 374. 74 994,56 602, 16 227,32 113.71 167, 32 83,68 396,92 199,05 217, 96 133,30 87,29 44,43 639,90 322,03 341,98 171 ,41 1460.42 751, 71 152,83 78,06 247,07 I 30. 77 142,05 72.38 66,04 33.08 ois, coun, 11oufl 12 Ora l3 PUHi Al'l'IIOVAL DUI AN DELL AHO ASSOCIATES, I 11101 CARTWRIGHT ROAD IRYINE, CALIFORNIA 12114 CONSTRUCTION STAKING SURVEY CONTROL'DATA CSS-3 ···-----.. ···-------------------------;;,011iiiiAiiit'iiioucjcii[O,;;:f'l.-.:l;;:NSr----:o::---;---;;---::--------- - - - - - - - - - - - - - - r - - - - - - - - - , - - - - - - - - - . . . . J r"tl ,., .... .., rA ,n,.,,.,, --------··· ,_ - COORDINATE DATA POINT NORTHING EASTING REFERENCE L I NE DESCRIPTION .. I I 2119378, 69949 6070813,14990 BISdN AVE 22+72.45 BEG G 2 BISON AVE 25+o0.321i. INT W/ MAC ! w 2179356.95 ◄16 . 6071039, 98035 ~ 3 2179342.67771 6071193,33061 BISON AVE 26+54. 34 END 3 ◄ 2178◄◄8,02523 60l0ll9,955l5 MACARTHUR BLVD 131+54,80 ~l l 5 2179776, 73247 6071176,73292 MACARTHUR BLVD 145+43, 1l BC :t • • 6 2179157,22962 6013078,36806 MACARTHUR BLVD RADIUS POINT ... ~ 1 2180227,0◄◄11 6071388,54648 MACARTHUR DL VO 150+42, 10 EC ◄ 8 2180538. 67609 6071585,83856 MACARTHUR BLVD 154+10,93 BC ' 9 2181608,49058 6069896.01698 MACARTHUR BLVD ~~ ~ RADIUS POINT ii ff 2181964,57036 6071864,06353 MACARTHUR BLVD 168+97, 72 EC I 2182614,2 ◄119 6071146,51811 MACARTHUR BLVD 115+57,94 BC ~ • 2182970, 32157 6013714,56◄65 MACARTHUR BLVD RADIUS POINT . ~ 2183255,74258 6071135,03570 MACARTHUR BLVD 182+o2,33 EC I• 2183417,95780 6071167,07610 MACARTHUR BLVD 184+26,84 BC I! 2180079,48827 6071255, 31756 MB-3 343+38,ll BEG I II 2180390, 12431 6071413.62703 MB-3 346+86,82 BC 11 2180935, 00170 6070344,46 ◄◄5 MB-3 RADIUS POINT ~ II 2181036,85080 6071540.13 ◄45 MB-3 353+54,38 EC I ~ ! 2182377,61 ◄88 6071425,92601 MB-3 <J6l+o0,00 ENO "' ZI . 2179803,93101 6071239,23154 MB-8 83l+o6,45 BC u 'I MB-8 2179122, 59441 6072851,14979 RADIUS POINT ~ ,; 218002,96961 6071691,22813 MB-8 844+87. 51 EC .. ,: 2180598,9 ◄386 6071878. 73161 MB-8 847+37,92 BC , 2181048,21535 6071481, 04440 MB-8 RADIUS POINT iz, 2181339, 45796 6072005,61827 MB-8 855+49,75 EC z, 2181640. 29523 6071838,59387 MB-8 858+93,8 ◄ BC ,. 2182368,40114 6013150,02855 MB-8 RADIUS POINT ZI 2182003,51023 6071695,08725 MB-8 862+85,49 PCC )I 2182133, 29326 6014604,96985 MB-8. RADIUS POINT J( 2182166,85811 6071658,92992 MB-8 864+52,81 EC I 2182461,52102 6071602,27508 MB-8. 86 7+52, Bl ENO 1: 2180206,25904 6071973,03664 BA-3 344+£9,44 PCC,BEG 2182519,55323 6017509, 16014 BA-3 RADIUS POINT 4 2180713, 82096 6071787,33140 BA-3 350+10,09 PCC II 2181945, 93228 6075691,52628 BA-3 RADIUS POINT ! II 2180993, 14938 6071709,93857 BA-, 353+-00.00 EC,ENO I -2180171,85144 6071911.61485 MB-◄ 445+59,21 BC,BEG ... ,, ◄ ... JI 2181721,98434 6073873, 01435 MB-4 RADIUS POINT I!~ J! 2180305.23926 6071813,20043 MB-◄ 447+25,00 PCC a-~ ~ 41 2180985,27690 6072801,91111 MB-4 RADIUS POINT §~ I h p ti I II ,011 11,ouc,o PU"' o Ol!ICINAL IC&I I IS If INCHU L. POINT 1 4; 14, 41 4! 4E 4E 4~ 5( 1 , 4 5~ SE ) >( >1 )j > > b~ til t>, til ti' '( 1 •; ,. ,4 ·~ ,, I 'E ,, I( C Z J l,_..J-_.t_.....__J..J NORTHING 2181323, 49606 2181696,95549 2181936,52739 2182013, 40172 2182272,33621 2180375,82819 2181929,6◄730 2181332,50805 2180439,76865 2180547,61379 2179996, 13926 2181047,58303 2181832, 95348 2182533,91599 2181893,95499 2182750,04925 2182821,.40388 2183097,67501 2182913,49426 2183149,25855 2183097,61231 2183105,83478 2183242, 43007 2183379,02535 2183397,87225 2183631.75204 2183690,05176 2183815,37070 2183929,48173 2183358,83485 2183381,67796 2183392,57524 2183639,05253 2183690,05176 2183816,45103 2183930,53201 2180292,28909 2182247,19568 2181570.64519 2184149.61384 ·pooR DUALITY ORIGINAL 12 ar-o ll COORDINATE PUNS APPROVAL Dlll VAN DELL AHO ASSOCIATES, INC 11101 CARTWRIGHT ROAD IRVIHE, CALIFORNIA 92114 DATA EASTING REFERENCE LI NE DESCRIPTION 6071650,56069 6071760, 26 763 60709◄◄, 7277 ◄ 6071791, 24433 6071767,72983 6072275,73836 6014234,21894 6071806,58126 6072389,87991 6072369, 71161 6069420,83456 6072230,54380 6071936,6440 ◄ 6073809,78353 607191 ◄• 93528 6071766, 15835 6072361,90034 6071829, 28954 6072184,36340 6071861, 22999 6071614, 80611 6071525,03165 6071587,01331 6071648,99498 6071500,18371 6071529,80450 6071069, 48163 6071516,23790 6071484,22879 607170 ◄, 43484 6071607,07883 6071507,67436 6071534,69457 6071069,48163 6071520,08925 6071488.08857 6072126,61083 6075616,35870 60115 n. 90093 6071231,41184 MB-4 ◄57+90.86 EC MB-◄ ◄61+80,10 BC MB-4 RADIUS POINT MB-◄ 464+99,94 EC MB-◄ ◄67+59,94 END BA-2 245+26,2 ◄ PCC,BEG BA-2 RADIUS POINT BA-2 256+-00,00 EC,END MB-1 144+81.63 BEG MB-1 1 ◄5+91,35 BC MB-I RADIUS POINT MB-1 151+10.97 EC MB-I 159+◄9,53 BC MB-1 RADIUS POINT MB-I 160+1 ◄,29 EC,ENO US-I 176+90,77 BC,BEG US-1 RADIUS POINT US-I 180+49. 40 PCC US-I RADIUS POINT US-I 181+10,13 EC,END u-20 480+40,58 BC,BEG u-20 RADIUS POINT u-20 ◄82+20,53 PCC u-20 RADIUS POINT u-20 48 ◄+11,15 EC u-20 486+46, 90 BC u-20 ~ADIUS POINT u-20 488+32,25 EC u-20 489+50, 76 ENO U-2b 483+00,00 BC,BEG U-2b RADIUS POINT U-2b 486+-02,03 EC U-2b 488+49,99 BC U-2b RADIUS POINT U-2b ◄90+29,07 EC U-2b ◄91+47,56 END Rte 73 1145+-00,00 BC,BEG Rte 73 RADIUS POINT Rte 73 1158+62,lO EC Rte 73 1184+79, 36 BC \ CONSTRUCTION STAKING SURV. CONTROL DATA css -4 CU 12332 EA 1025<10 COORDINATE DATA POINT NORTHING 'EASTING REFERENCE LINE DESCRIPTION 81 2183642,20097 6068274.63451 Rte 73 RADIUS POINT 8, 2185918.88700 6010228,27233 Rte 73 1205+54.35 EC 8 2188123,66496 6061658,91832 Rte 73 1239+40. 00 END 8• 2183791. 35346 6071120,66139 UN-US 883+13,08 i INT W/ UNIV OR SO, BC !! 2184147. 00800 6070775.22758 UN-US 893+30,92 i INT W/ UNIV OR NO u 2184746.60669 6070762.75535 UN-3 292+75,20 l INT W/ UNIV OR NO 3 2185165.17822 6070628.65524 UN-3 297+14. 13 BC !I 2184707.52794 6069200.17485 UN-3 RADIUS POINT I! 2185599.39447 6070406.23210 UN-3 302+04. 77 PCC H 2183845.39029 6068034.31951 UN-3 RADIUS POINT 91 2185809,01329 6070235.83824 UN-3 304+75,00 EC,END ~-2184050,23622 6071138.88728 JR-4 483+97,07 BEG ~J 2184191.62066 6071111.62098 JR-4 485+41.06 BC 9, 2183812.89464 6069147.80668 JR-4 RADIUS POINT 9' 2185093.42586 6070684.11387 JR-4 495+49. 12 EC 9f 2185767.41966 6070122.33162 JR-4 504+27,14 i INT W/ JAt.eOREE RO 9, 2184611.76317 6071198.78971 JR-I 189+30. 00 BC 98 2183913.98324 6068281.06745 JR-I RADIUS POINT 99 2185605.17557 6070758,94326 JR-I 200+22,46 PCC OD 2184077.46517 6068520.59545 JR-1 RADIUS POINT 01 2185921.14785 6070506,78128 JR-1 204+27,09 EC 02 2186055.96271 6070381,63901 JR-1 206+11, 04 t INT W/ JAt.tBOREE RO 03 NOT USED 04 NOT USED 105 NOT USED 106 NOT USED 107 NOT USED 108 2183648.96503 6069770,83127 JR-5 481+84.72 BC,BEG 109 2183978.10766 6061393,50816 JR-5 RAO I US PO INT ~ 10 2184088. 93117 6069790.94808 JR-5 486+25, 77 EC 111 2184529,22022 6069770. 59538 JR-5 490+66.53 BC ~12 2184584.63198 6070969, 31534 JR-5 RADIUS POINT I 13 2185221.23056 6069952,09252 JR-5 497+92,98 EC 114 2185433. 33056 6070084,82898 JR-5 500+43. 1 9 BC 115 2185804.67973 6069491,44901 JR-5 RADIUS POINT 116 2186335.90647 6069947. 29784 JR-5 510+37. 76 EC 117 2186760,52182 6069452,46925 JR-5 516+89, 79 BC 118 2184483,83579 6067498,83143 JR-5 RADIUS POINT 19 2186901.81838 6069274,52004 JR-5 519+17.11 EC 120 2181088.62199 6069020,21390 JR-5 522+32,62 BC 121 2189506.61058 6070795,90251 JR-5 RADIUS POINT ,oR A[OUC[O PLANS 0 POINT NORTHING 122 2187191. 37481 123 2187382, 18522 124 2184991.80631 125 2184870. 44308 126 2186544.8510 127 2184745,78208 128 2184773.85427 : 129 2184796. 40009 130 2184155.68970 131 2185920,36324 132 2185968. 61728 133 2185821.90579 134 2186007,74035 135 2185858.71830 136 2186064,29941 137 2185501,64811 138 2185542.63414 139 2187651,12509 140 2185876.06500 .. 141 2186146.20416 . 142 2178477.91917 143 2178191. 02908 144 2178810.53193 145 2183834. 73407 146 2184901. 77305 - 147 2185270.50811 148 2179078.82413 • 149 2180817. 61 300 • 150 2180905. 51508 • 151 2180968. 71697 • 152 2181 030. 11319 153 2181093,37508 • 15_1 2181265.92663 155 2181431. 79729 156 2181262.07445; 157 2181525.92967 ~ 158 2181567,16387. 159 2181171.38104 160 2181594.22295 161 2181601,89100 POOR O UAL I TY ORIGINAL DIST COlMfY IIOUfl 12 Oro U COORDINATE EASTING 6068888.17992 6068656.60404 6069695.82841 6070018.66578 6070679.23985 6070737.12765 6071609.57088 6072964.54409 6070964.67155 6070689.86894 6070547.84231 6070516.60555 6070556. 17218 6070438.30603 6070178.38308 6071025.76182 6070931.70984 6071850.54927 6070387,96195 6070060.10923 6070784. 28870 6072763,60527 6070861.97012 6069292.66492 6071553.51162 6071379,48183 6070949.37268 1[MO CIYl. [MGINllll l'\.ANS Ut'IIOV.ll. out VAN 0£ll AND ASSOCIATES. 17101 CARTWRIGHT AOAO IRVINE, CALIFORNIA 11714 DATA REFERENCE LINE DESCRIPTION JR-5 523+99,94 EC JR-5 527+00,00 END UNIV OR HORTH 114+81,110 BEG UNIV OR HORTH 811+211, 115 BC UNIV OR HORTH RADIUS POINT UNIV OR HORTH 95-+U, 13 EC UNIV OR HORTH 104+36,02 END UN-US RADIUS POINT UN-US 881+10,00 EC J-2 200+50 BC. BEG J-2 RADIUS POINT J-2 202+67,96 PCC J-2 RADIUS POINT J-2 203+55,24 EC J-2 206+86,64 END MB-2 196+62, 70 BEG MB-2 197+65,29 BC MB-2 RADIUS POINT MB-2 204+05, 19 EC MB-2 208+30,00 END MACARTHUR BLVD 131+85,01 BC MACARTHUR BL VD RADIUS POINT MACARTHUR BLVD 135+26,99 EC MACARTHUR BLVD RADIUS POINT MACARTHUR BLVD 198+117,26 EC MACARTHUR BL VD 202+95,00 ENO MACARTHUR BLVD 138+09, 16 BEG - 6071964,98583 NEWPORT COAST DRIVE 10+00 BC BEGIN DETOUR 6072257.04442 NEWPORT COAST DRIVE RADIUS POINT 6071958.66460 NEWPORT COAST DRIVE 11 +52, 113 EC 6071971,68206 NEWPORT COAST DRIVE 12+15,65 BC 6071673.30224 NEWPORT COAST DRIVE RADIUS POINT 6071924. 79967 NEWPORT COAST DRIVE 14+62, 72 EC 6071810,99637 NEWPORT COAST DRIVE 16+63,88 BC 6071563.62184 NEWPORT COAST DRIVE RADIUS POINT 6071706,38186 NEWPORT COAST DRIVE 18+05,93 EC 6071630.17104 NEWPORT COAST DRIVE 18+92,58 BC 6071416,03100 NEWPORT COAST DRIVE RADIUS POINT 6071569.99438 NEWPORT COAST DRIVE 19+58,62 EC 6071548. 93500 NEWPORT COAST DRIVE 19+81,03 END DETOUR CONSTRUCTION STAKING SURVEY CONTROL DATA CSS-5 ~ ~ ' ~~ t ~i ~ g1'1 ~ li NOTE: FOR COMPLETE RIGHT Of WAY AND ACCURATE ACCESS DATA, SEE RIGHT Of WAY RECORD MAPS AT TCA Off ICE. CURVE DATA Ho 6 R 39• 25' 11 • 4044.00 19•31 •09• 4000,00 42•35'36• 2000.00 25•34•20• 1750.00 31•52• 25 • 1200.00 4•03'2&• 4094,00 50•53•27• 1200.00 11 • 33' 30• 2500.00 14•41•02• 6000,00 77•31•27• 600,00 LEGEND AND ABQREYIATIDHS w/ -wl th C -Cut Pt -Point F -FIii SOC -San Diego Creek OCFCD-Orono• County Flood Control District UCI -Unlveralty of 0 Col lfornlo, lrvlne -Structlrol Section Types per Sheet X-1 ESA -Envlroomen101 Senaltlve reo C and G-Clrb and Gutter l70.?0J -Crash Cushion :, off+1' -~roah C hlor),.,'1,. I I RW ]. L T 2782,28 1448, 74 1362. 70 688,02 1486.78 779.63 781.06 397.14 667.56 342,66 289,91 145,02 1065.86 570,97 504.33 253,02 1537,70 773,09 811 .83 481, C00c Borrle (Type 50 ( ' •, • ;< ', ' • • , • e j . 4J p O O R O u A L I T Y --.: ~--t•-__ _:, _____ -. .-· .-,-.d'!"e-. 0 R 16 IN A L '-._ • ......... .,,__:::~.~~----•· --~ ..... ,,,(..' ..., •• ~-~, I 23.l/25,S ·.-::..":"':.:,, ,~.__.I, -:-'",~ .J ~ ~=-1f--•-;.~_:;c-_ . .. -·-': l'UNS """OVAL DAU . •• • .. -· ·. •. .. --...· . ·•.:.; t---------------'I.\ • • , · VAN DELL AND ASSOCIATES, INC ROUl 1' lCH SEE SHEET L-2 tenonc~;'R·d·ac"inn ~ :_ • 11101 CARTWRIGHT ROAD ~ht L-l9 ••• '\ . \ IRVINE, CALIFORNIA 9Zl14 _:,:-,_ I \ ·-·t~--- ···inQv• Fence \ ·'-1 • y.::: .\ __ -----\ __ -• . . ., . \" . . . .. . •• )(l~t MA-~AR~~~j{,~l\o Ci. •• -\ -:'_·,.J_; •• ·/ • .. ' ..... :_ 8 • f ·----' -· 5 ' ) · .. . \ • Ot-1\Gt • 4- LAYOUT SCALE1 1 • • so· FOR REOUC(D P\.iHS 0 ' ru ,.,,,.., 0 ? ID Ill ~ ,., t-I Vl ..J t-w w :t: Vl L-1 ► II ! I-◄ NOTE: FOR COMP ACCESS OLETE RIGHT OF WAY MAPS AT ~~!•o~~~ RIGHT OF CE. ANO ACCURATE WAY RECORD E e 73 ~~~g:!88:88 ~~dPM 23,7 = MBGR 125' I Detol I G-1 CURVE DATA l 9·] 1 '09 • 42•35']6" 39• 25' 11 • 4•10•59• 71•] I '27 • 24" ]6' ]2 • 9•55'27• 12•24'10" R 4000,00 2000.00 ]946,00 ]900,00 600,00 2500,00 ]000,00 201.08 L l]62.70 1486. 78 2714.86 284.72 811.8] 107],76 519,6] 4],5] ' . ' / ),:-:g·,.,· \ . . \ .. ..r i\ • 11 LI - T • 688,02 719,6] 141],64 142,42 481,76 545,29 260,46 21, 85 POOR o 0 R I 6 I i ~ LL I T y 10" Irr 0 ·2 COlMTY IIOUTl Oro n ~.~-tlS fllllD CIYI. [ NGIN[[II PLANS ll'PIIOVAL DUl VAN DELL AN> 11101 CARllRl~!~~~:~ES. LAYOUT SCAL[I 1 • • 50' L-2 NOTE: FOR COMPLETE RIGHT Of WAY ANO ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT TCA OFFICE. ... I _, t-u.I w :c Ill -'. No fl Plona CURVE DATA R L I CAl,.fiU-~ Exist MACARTHUR BLVD f T 39°25'11• 4044.00 2782.28 1448. 74 19°]1 '09 • 4000.00 I ]62. l0 688.02 l POOR DUALITY ORl61NAL n,. __ l-. MATCH s & L I NE 1 1 9 no SEE SHEET L-4 FOIi lll0UC£D f'\.ANS O nAIGIN&I !;~ .. r IS IN INrHFS I I ... 2 I __ 1 12 Oro ll STllllO CIVL INCINElll l'LAICS &l'PtlOVAL DUI VAN DELL ANO ASSOCIATES, 11101 CARTWRIGHT ROAD IRVIHE, CALIFORNIA 92114 2 LAYOUT LIJ z ...J 'IX u .... "' :2 w w V, SCALE1 I• • 50' L-3 NOTE: FOR COMPLETE RIGHT Of WAY ANO ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT TCA OFFICE. M8GR 1175' I N I ..J 1-w w :c Vl w w Vl CURVE DATA fl R L 19• 31 '09 " 4000.00 1362. 70 42°35'36° 2000.00 1486. 78 39• 25' II " 3946.00 2714.86 4•10'58" 3900.00 284.72 12•57'01" 2051,00 463.58 18°27'37" 2000.00 644.39 13•59•35• 1962,00 479. 17 3•11'44• 3000.00 167.32 POC = PCC CURVE DATA T R L 688,02 14°57'36" 1500,00 391.65 779,63 9•42'30" 1476,00 250.09 1413,64 9•05•55• 2250,00 357,30 142,42 21•33•34• 850,00 319,84 232, 78 1•51'18" 2000.00 64.75 325,01 34• 14' 47.• 600,00 358.63 240,78 13•51' 12 •. 201,08 48,62 83,68 18°27'37" 2000.00 644,39 FOR R[DUC(O PLANS 0 rr ••.,. ,,a ... I . 87 = .' f '.( .!._ ' I I T 196,94 125,35 179,03 161,84 32,38 184,85 24.43 325,01 2 J I I POOR DUALITY ORIGINAL SEE SHEET L-3 MATCH Dist COUN1Y IIOU1l . 12 Ora n S tllllD CIVI. INCINllll PL ANS Al'l'IIOV AL DUI VAN DELL ANO ASSOCIATES. 17801 CARTWRIGHT ROAD IAYINE. CALIFORNIA 12114 LINE --. • :~'.:::':~~~~~;2~_t)~-~l;~L::~=-~~~~::::~ ::=; ;~c;~~:'. :~~7~~ --· --~-~;:~~? • ...... ........ -, -·--··--·. •••• .~ -BlVD.l - .. --"--~·:-.,) -·--•-., ---·---" ·;,;.-- . •, \ )10• Irr /;J. .~:·;~,;.~· . ./ l l I ·--). ..-· ··----~. .,_ ,., . _J ... I\ \ LAYOUT SCALE& I• • 50' 0 'f N ,._ ... ... ~ 'f "' ...I ._ w w :c Vl 4' L-4 •-I ~ i 19 "' . u ~ ACCES~w:;~ETE RIGHT OF WAY ~~;;----:---------,------NOTE I FOR C. MAPS AT T~:•(i~EI RIGHT OF:~~ ACCURATE ~ I _J t-w w :J: Vl CE. RECORD I r I I CURVE DATA R 2019,92 2100.00 L 120,03 396.92 T 641.90 199.05 0 I 2 I DR SOUTH 110+15,49 CL Fence F I Type CL-5 I -(;.n.M,,. ""'''4-? 12 Oro U.l/25,5 CIVI. lNGeClll VAN DELL AND A 11101 CARTWRIGSSOCIATES, I HT ROAD RVIHE, CALIFORNIA 9 ~Ike Troll ·e· ee Sht L-20 4 • PCC SW Cone e w/CL Rorrler IType 27B1 olllno Type 7 (Modi r-1 _J t-i.LI I.LI :x: Vl w w Vl CL Fence I Type CL-6 I _J :i: u t-4 :2 ZT14 LAYOUT SCALE, I • ' • 50' L-5 ► i CD e w I w ... ◄ 0 • ;; -~ 0 ... ◄ ~ ' ~~ ► CD ai ~ ~l!l ~ a:: t!! t ~ i ... u ◄ u ... NOTE: FOR COt.f'LETE RIGHT OF WAY ANO ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT TCA OFFICE, 0 'f N N 09° 44' 16 "W ,-] ... ,II( t-··-·-··· Vl ' II) • Oblr Exist AC Pvnnt Type Curb "" I _, t-w L.aJ :I: V, w w Vl Type A2-8 ~-._:___ CL 'Fenc . I Type C Rerrove Ex a rash Cushion 1·,,\ 6' Lt +96,58 .1•'. .,.-,. .. ~ 50 tlotod ype KI _ .... l':l R. 12°57'01" 2051.00 SEE SHEET L-5 MATCH LINE 1e•21•37" 2000.00 .:::, 6441 39 " ·a.:,,_ 13•59• 35" 1962,00 35• 15' 32" 2019,92 4-...:..:.~--=-=-..J--1~2~:::..::~·~..;.~-+·· ,....=.6.;.:41~4 ~ -::':>: .. , : • "-F,~~.,_ --· 33•2e· 13 • 2500,00 1460. 42 34•14•47• 600,00 358.63 184,85 8°41'56" 400,00 60.73 30,42 Cone Barrier llype 2581 w/CL Ralllno Type 7 ,0111 R[OtaD '1..ANS 0 110+15.49 12 t \ . ' . • \ ''\ I .. , ,I' ~ I. , w ) Oi ,, :\ e ·1: I 1• , ... LU ! • -..,._'..._._-,.4-Jl,W; t/.__, UJ z _, :c ~T~:5~...:..:.:.::.~=4L··· .J, ~ ,II( r:::I l'\.ANS APPROVAL DAT[ VAN DELL ANO ASSOCIATES. 1l101 CARTWRIGHT ROAD IRVINE. CALIFORNIA t2l14 POOR DUALITY ORl61NAL SOUTH C RVE DATA fl R L T 68°44'0&· 150,00 119,95 102,58 72•49•41 • 150,00 190,62 110,61 113°03'05" 100.00 302,03 1647, 10 25•00'06• 200,00 87,27 44,34 40•29• 14• 150,00 105,95 55,29 21 • 55' 31 • 468,00 119,09 90,65 22°53' 14 • 464.00 185, 35 93,93 152°52'36. 2,00 5,34 8,29 111°41 '49 • 2.00 5,99 27,55 147°43' 19• 2,00 5. 16 6,91 05•03•45• 2039,00 180.16 90,14 19•27•37• 2000.00 644.39 325,01 LAYOUT SCALE I 1 • • 50' L-6 -------------------···-----· NOTE I FOR CO.,»LETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS Af TCA OFFICE. ___ .,., Bike Trol 1 See1Sht Bike Jr Seo-,-S'ht L-2 . c>".>:: ,;:-_::;~~:::~:==~:.-:: ·····::.-::::---~----• ..... ••••• •........ (Type CURVE DATA R L T 39° ll' 45 • 3000.00 2074.98 1080,93 39•37•45• 3000.00 2074.98 1080,93 23° 22' 22 • 1800.00 734.28 372.32 10°49'46" 2100.00 396,92 199.05 10°13' 31 " 2000.00 356.93 178.94 28°53'46. 2000.00 1008,66 515,30 12°54'05" 201 .oa 45.57 22,88 Ions .· / -1-~Ai~ SEE SHEET L-8 FOIi REDUCED l'LAN$ 0 . ., .,, / , .... ;/ , I Remove Exist Cone Slob 2 I J I 12 Oro r11 ,.,, ,..,, n Zl.l/25.5 INC, POOR DUALITY ORIGINAL Fence !Type CL-51 Oblr Exist AC Pvmt Dike I Type 01 Structural ns LAYOUT SCALE I I " • 50' L-7 ► ID i II! I 0: ~ ... ~ ~ IL f u NOTE: FOR COI.IPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA. SEE RIGHT OF WAY RECORD MAPS AT TCA OFFICE, IA.I IA.I V) .,, ...J -...J Exlstlno Cl ··:Bike Troll No 6 33"28'13" 39• 31' 45" 20· 51 '52" s2•13•59• 16°14'44" 14"47'01" o· 32' 13 • 25"14'59" 3"38'01" BC CURVE DATA R L 2500,00 1460.42 3000.00 2074, 98 3000,00 1092,46 500,50 456,28 3000,00 850.62 3000.00 714.07 2455.00 23.01 3036.00 1337.94 1000.00 63.42 rOA A[DUC[D PLANS T 151. 11 1080.93 552.35 245,37 428.18 389.20 11.51 0 POOR DUALITY ORIGINAL ~ ........... F'-t:0,-,6-10 SEE SHEET L-7 ~~~)~-,.~::;_,_;:· : I _:~-~HI~-~:~--. -----~'.!...~_:·~· ~:l·-.~'.j _'.-.tiii{);.·tf{~~!?:\.: ... ;: = q . .i. DIST COUkU "OUfl 12 Ora 1l ~~1-flA[D CIYI. [~[" rUNS Al'PIIOV AL DA t[ VAN DELL AND ASSOCIATES. 11101 CARTWRIGHT AOAO IAVINE, CALIFORNIA t2Tl4 L-8 • ~ ... ◄ I-I ~~ -~ I ,, ! I t I NOTE I FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT Of WAY RECORD MAPS AT TCA OFFICE, ,.._ I -..J 1-.. t:J ~ t:/ CJ) fl R 39• ]l' 45 • 3000,00 39•37•45• 3000,00 46'58' 01 • 1599,94 18°4]'06 • 1500,00 5•14•55• 2950,00 a1•24•22· 100.00 1]•◄7•57 • 201,08 ATA L 2074,98 2074,98 1311.56 490.05 210,2] 994.56 48,4] 3 02 4, c T 1080,93 1080,93 '95. 15 241,2] 1]5,21 602,16 24,]] 2 •• ---· '<' l SEE SHEET L-10 LINE FOIi A[DUCfD l'UNS O 1 J OIIICIN&L St~•"' "ii .. INC .. I ._L _..__.___.,_ ! __ ,___I POOR DUALITY ORIGINAL Rt l 1205+54. l5 EC 12 Oro l] l'UNS APl'tlOVAL OAT[ VAN DELL AND ASSOCIATES, 11101 CARTlfflGHT ROAD IRVIHE, CALIFORNIA 9Zl14 0BSC1Jfl[O 0 ~ 0 ... N ◄ .... ·-. ··-· -.. t- ' LAYOUT SCALE I 1 • • 50' i/I w 12 z .J :c u t-◄ ::I • L-9 rt II"\"'"" -41'\ • NOTE I FOR Cml'LETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT TCA OFFICE, 26° 19' 19 • 190.00 81°24'22" 100.00 20"51 '52" 3000,00 8°33'18" 2110.00 15°56' 26 • 2300.00 08° 34' 08 • 2981.00 16° 14' 44" 3000.00 0 12•23•57• 2282,00 0 03° 32' 59 • 2288.00 fl 156°49' 12 • 25°14'59" 1•17•13• 4°30'25" R L T 150.000 410.55 131,39 3036,00 1331.94 680,01 3035,00 61, 18 34.09 3024,00 237.87 119,00 FOIi llfDUC[D Pl.ANS 0 I - ~ DIS f COl.ltfT IIOUfl POOR DUALITY ORIGINAL 12 Ora n 49.5 I I ~.~::{g Cid flR[O C1Y1. lNCIIClll PUNS Al'NIOVAL DAtl AN DELL AHO ASSOCIAt[S. 11101 CARTIRIGHt ROAD IRYINE• CALIFORNIA tZl14 ==--£'====-~:::-_ ~---_----1 j '¥~'inii~rrff...l.lc..&..:.£C.~c....;; _____ ~~t --------'11 II I @ O .. :I I NG II I -~~~~~HPLn~:f:!~2------------'~ !/a I !• -1r.s-··-· ~ ~;;::::.::. ==:=:.•====:::-r I ASf'II I PAR~. IN,; LAYOUT SCALE1 1° • 50' L-10 r,, ,...,..,.,,.. - • 5 ~ ... --... 0 ,c ... ... , I!~ I-a-a -~ >-~1~ ◄1£) ,,,~ ... .., i~ ~ .. ..... ,~ t:: ' .... C .- NOTEI FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT TCA OFFICE. 0 CURVE DATA No A R L 81°24'22" 700,00 994,56 4"20'29" JOOQ,00 227,32 3°11'44" 3000,00 167, 32 T 602.16 113, 71 83,68 POOR DUALITY ORIGINAL 49•22'D1"w l • -·-· ·- 2,50 •• --1i3y1ond Shld In >C ___ --Remain lh Plo_c_· ______ ~. . ·-· .. ·---·--•··. .. • -... ----------------------------- DIil COl.941l IIOU1' 12 Oro l] CISUR[D 0VL lNGIClll • ◄ t-v, w z ---------------------· --------•••••• ·········-·· ····-···· --·-··-·········-----······---z --·· •2 1 w ----RAMP.--Jif.;5 <f ur l --------------:r 520-------------------~---- ..J :i: u t-◄ :I LAYOUT SCALES ,·-so· L-11 FOIi ~[DUC[D l'LA"S 0 z ,..,,.:~ ,,. •• r ,r ........... ~r ' I ► i ID I IC! ~ IC! ◄ a • ... i & ◄' ~ • ... ~ ◄ ' ~t ► m ~I e lj ~~ ~ a:: ~ ~ ... ~ u i "'- u ~ ... • ~ .... ~ l!5 ~ o-; iV ··is~ Ii NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT TCA OFFICE. POOR DUALITY ORIGINAL 0 'f ... N N .... ◄ t-V, . 411! 22 '. 01 ••--·-----·---···-·-· 'i · R UTE --13 ------------ -· ··----·---··· ··.O f.fllllill -·-·-·~·~·-·-·-·· ------------=~=~~~~-~ .. _./--------zt, __ ....... ~ lii:L UAR. rlJ.l+wiirJ.l,hr'lf.+L.Li{rf"Ja-'-'....,.':',"<¥-~ ~~f•ii ·--Join Exist • ~;:.r •••••• •••• •••• ----·""' .. -:~:'.·_;::.~fr:~, , Future> ______ ---"---'~-___ i 100· , ___ -------=·===---___ ___ ___ ··,, --• ---···--·--------·-·· w z J :c ---------- u -. ---"';. _____ - ... ~ . .... ..... ____ ..• L __ =:rr..2 ___ __7JlHSTuc::-sTRE~r~q~TH-:-:-. ----~---:.::--, . -----.::. --: ----:-::;, :. - --•• -_ ~-~~--=:-~. .. -'~b-. -A, 'II ~:_ ·-----· _,_._ -.. :~~. ':~:~ .. : :. y~~~~ --= ~ ~ l -=·--~ - OISt COUNTY IIOUtl 12 Oro l3 "'-ANS APPRO't&L DUl AN DELL Atl> ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE• CALIFORNIA 12114 ~)-----------· 51. 4 .µ .. ASPII 5 LAYOUT SCALE t I • • 50' ' "' .,., H l~L..-.!-L---------------------,-.---------------::::::-::-:::-::;:;:;:-:-~:-----------:-----:------------------------..------------------.....l _ ,011 REDUCED PUNS o I L-12 • - s~; ! I ft V i ~ ~ I NOTE I FOR COliFLETE RIGHT ~~~~ss DATA, SEE RI:,•~; :No ACCURATE AT TCA Off ICE. AY RECORO CURVE 77"25'54 • 102"43']1" 3"50']2" ◄1•29•03• 18"35'231 159" 26 '59 • 77"16'29" 155"22'48" ]2"06' 16" 102"]4'06" 151 • 09' 26 • 1•01' 18 • 19o•oo•oo• 2•29•45• \ R 55.00 55,00 ◄00,00 85.00 200.00 5,00 5.00 5,00 105.00 4,00 4,00 111.00 1,50 2000.00 95,00 1938,90 DATA L 74,]3 98,61 26.82 70,44 64,89 1],91 6, 74 1],56 58,83 l, 16 10,55 1],60 ]78,34 55,]5 T 44,09 68,81 13,42 ll, 39 32, Tl 21,58 4,00 22,91 30,21 4,99 15.55 6,81 189, 74 28,48 42.24 ~ fp I CJr'l .., ,. .. ~.~ _,;:) . ·' ~!,.-~-~: li-·-N' -,ti ,, 6 .L __ //~ --.. _____ _ lt::.OJx -- f Jyps-r . _...,_ ______ _ J Se ,123, 5 for 0 ' ,.r, ... u• ···9 -'·.~ ve Fence ·--~· --• f~r1.:,·~t, •• • POOR DUALITY ORIGINAL IIV·2~-;J 1 /I. 2B ~ I \ \ DIil COUtt lY IIOUTl 12 Oro u 14'~ GIS 1[R£D CIVIL INGl«lll PLANS APPROVAL DATl • ~VANDELL AND ASSOCIATES ,/ti· IT801 CARTWRIGHT ROAD ' . IRVIHE, CALIFORNIA 12114 ~) / .... ~--~· .... \in) p' \. ..'.~~,\ • r' ~:' ~ '\' :, ..:· I \ " .,_l/ .:-], '"" ~ 0 ~ ~ V .... ◄R & S [lclet 1-St LI ght \ ·-J BISON AVENUE Ill A2-8 0 ECR CR Curb e1soN AVENUE io, 4,34 bk. +82,ll Ahd LAYOUT SCALE! 1• •SO' : . .. L-13 • !c ~ ' ~~ ~ ii~ ~l!I ~ NOTE: FOR CO...,LETE RIGHT OF WAY ANO ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT TCA OFFICE, CURVE DATA Ho fl 25°]4'2D" 14°17']6" Io• 08' 20 • 177°15'09" J•5J' 41" 13•oo'J1 • 1 o• 43 • 21 • J•25'5J" 14°17']6" 4• 09' 04" R 1750,00 1976.00 2056,00 9,00 2006,00 214,80 255,00 2000,00 2000,00 2044,00 L 781.06 492,95 J6J,82 27,84 1J6,J6 48, 77 47,7] 119.78 498,9] 148,09 4 .... 1/) T ]97,14 247,76 182,]9 375,28 68,20 24,49 23,93 59,91 250, 7T 74,08 FOIi MOUClD P'I.ANS t ' POOR DUALITY ORIGINAL DIST COUNH IIOU11 12 Oro n TIMD CIYL lMCaelll PUNS Al'f'tlOYAl oui VAN DELL ANO ASSOCIATES, 11101 CAATIAIGHT ROAD IAVINE, CALIFORNIA 12114 LAYOUT SCALE I 1 • • 50' L-14 NOTE a FOR COMP :~:::~-~-:-------- ACCESS D~~!E RIGHT Of WAY MAPS AT TCA•O~~EI RIGHT OF :~D ACCURATE CE. ,.y RECORD ------------ nuu1& Oro Tl • 2 r -..J , ·' / . .-/ mrm~~i':I ,, mr"lrnm1n,-,,--,---.,,,, • ( LAYOUT SCALE 1 1 • • 50' L-15 FOIi R[ OUC£D PLAN$ • ' B ► ► j: II 11 ill TRAIL "A" • TRAIL TRAIL "B • MAINTENANCE ROAD CONNECTOR LEGEND ---PROPOSED BIKE TRAIL PROPOSED MAINTENANCE ROAD/BIKE TRAIL BY OTHERS =-EXISTING BIKE TRAIL POOR DUALITY Ii ORIGINAL • FUTURE BI KE TRAIL BY OTHERS TRAIL CIS Ttll[D CIVL IHGIN[lll ,LAMS Al't'IIOYAL Obi VAN DELL AND ASSOCIATES, 17101 CARTWRIGHT ROAD IRVINE, CALIFORNIA 11714 ; If\_ REGIONAL RIDING AND HIKING TR~IL TRAIL LAYOUT KEY MAP SCALEt t• • !00' L-16 I fOII MOUC ~""'".. [D PLAHS ,.,,.. •• r •r ••• .. ,,.,,r~ 0 ' NTS B ERS y Thie pion IIV·➔:~~.S 1 :·:I. ?;i accurate f or Bike Trol 1 IIIU tOUIIT BISON AVENUE PLANS co .,.. I ..J t-w w :c II\ w w II\ BIKE TRAIL SCALE1 I. LAYOUT • 50' Layout only L-17 NOTE: FOR CCM'LETE RIGHT OF WAY ACCESS DATA, SEE RIGHT OF MAPS AT TCA OFFICE, CURVE fl R 39• 21' 41 " 1000.00 ~ ! i ~ w a • ◄ f f ~ ' ,, e~ ~ iU ~ m t ~ i ... J i1 .. • ~ ... ◄ ... • ,u ,, II I, , .. -" AND ACCURATE WAY RECORD L 686,98 ,--I _, I-w w ::c V, w w V, T 351. 6l w z -..J :c u I-◄ :::I S}~. ~ ··• POOR DUALITY ORIGINAL PUNS AHtlOV Al DU[ AN 0£LL AHO ASSOCIATES• 11101 CAATIRIGHT ROAD IRVINE• CALIFORNIA 1Zl14 BIKE TtRAIL LAYOUT SCAL£1 t• • 50' L-18 NOTE: FOR COMPLETE RIGHT Of WAY AND ACCURATE ACCESS DATA, SEE RIGHT Of WAY RECORD MAPS AT TCA OFFICE, CURVE DATA No fl R L T 90•◄2'59• 100.00 158. 33 101,26 39•21 •41 • 1000.00 686.98 357.67 = POOR QUALITY , :}s,.,t. _ ~-_ ~ ~ ·; __c ::'.< .;f J _· : . .. . s,-'{,.'1':"',;;.'. o_ ~ 6 I NAl • --.. _. p1itr. ' ., ·',"? __ "-....,., .-..;;.;?..,~ _:•, .• .. "".'· • .. ·--•. ··•.:.-. • ..... : __ · ..• \ ·-·._ ... _ ___ :•.· .... . \ \ ·• u,11 IIUUIL 12 Oro l3 Cl$ TIRED CIVL llfGH'.£11 l'UNS APPROVAL DAT[ VAN DELL AND ASSOCIATES, 11101 CARTWRIGHT ROAD IRVIHE, CALIFORNIA 9ZT14 ,., ..... -__ ... _ •• .:.:',·} .... ··-• ,.-· ~ . ----\. ~OU -I - 5 11s· ·• BIKE TRAIL LAYOUT SCALE• 1"•50' This pion occurote for Bike Troll Layout only L-19 FOIi ll[DUC[D l'lANS 0 r11 1'">'1'1-, C' A l"">r:.An ► m i II! • ... 1, ◄' • ► ◄ ' ~ra ~i ;I"' UC a ~ ~ ~ ◄ 0 J; ~ ~ ► m fl H ~ NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT TCA OFFICE, ,r,.·1 CURVE DATA R L 86.00 73,05 T 38,89 This Plan accurate for Bike Troll layout only rrut nrN M"'fn P1 1 "C' DIST COUN1T IIOU1l t 12 Oro l'LAHS APPROVAL DAtl VAN DELL AND ASSOCIATES, ll801_CAATIRIGHT ROAD IRVINE, CALIFORNIA t2fl4 POOR DUALITY ORIGINAL 30•32•w 12' Sidewalk ... N I ...I 1-w w :J: V, w w V, BIKE TRAIL LAYOUT SCALEt 1• • 50' L-20 a - I I 1g -w B, ) I I ,OR C(U>LlH RIGHl Of WAY AHO ACCURAJ[ NOTE I ACCUS DAU, SH RIGttl Of WAY RECORD MAPS Al fCA Off ICE, .,~ . ,.-·. / #,-;_:;;.c.,-..~-~~ .' ·, ' . ... f' I •• 4 1b, !, l • ... cu No A L u•n• 40• 200.00 114. 01 1oa•2o•oa• 110.00 201,99 1•14•41• 50,00 l,42 11•14•11• 500.00 150, 4Z ll'H'04 • 1156,00 564, 41 U'41'J4• 100.00 124,49 21•01·11· 285,00 134,U 10•31•41• 100.00 141,42 T 51,60 152,34 I, 11 15.18 214.69 U.15 H,59 H,42 rOII IIIDUCID PUNS OIIIO■IAL ICAll i, 1t4 ..CHU 0 ' • ~•-ote for Bl~• Troll Layout only Thie pion oc_. ll uro 1,1 llllP CIVL DIGICP PUHi &PNOV&l. DUI Aff DELL AHO ASSOCIUU, INC, lllOI CARfWRIGHl ROAD IRVINC, CALlfORNll lll14 POOR OUAlllY ORIGINAL BIKE TRAIL LAYOUT (. SCAL(I 1• • SO' L-21 cu 12)]2 £l 1025 ◄0 • i5 NOTE: FOR COMPLETE RIGHT Of WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT TCA OFFICE, ... "' I --.J ,_ t:J J ~ Cl) Limits of Riparian Area IESAI 2 .. ----flL-:::=.::-:::: ::-.. --· •• ---- ----"6·.? l POOR DUALITY ORIGINAL ors, coucu IIOUtl 12 Oro l] PUNS Al't'IIOVM. DAtl AN DELL AN> ASSOCIATES, 1ll01 CARTWRIGHT ROAD IRYINE, CALIFOR1tlA IIT14 : :{i~ ., ®'> ./ ·', > v/ 0Bsru11to i. 1 •- 12 Oro n 2].l/25.5 ~ A88R£ IATION ws £l Water Surfoc Elevation E--+-----t----1----1----1,..--l 2,,~~ t----t ---+----1---~--i---1---<1-----1--~----1-----'----+-"-fp--f-1 sttnr· R-=-140 ,t'-ft·+t-----4-----t----f---'f'H--'f'lc:---t---+---+ R EP I I side IR= 39 6' Rt PUNS APPROVAL DATl YAN DELL ANO ASSOCIATES. I l--+--it--"1----t----t---+---t----+----+---+---t---t---11---f---+---.J---+----t----l----1-- - - l - - - - - 1 - t . . C : : : = - - - - t - - - 1 : . _ - - J ~ - - 1 - - - - l - - - - l 1ll01 CARTIR IGHT ROAD IRYINE• CALIFORNIA 9Zl14 --- ► ! 51 II i ~ ll! °"' a ' " ... ~ -51 ◄ ' e~ ~ ii I ·--- m I .--,-- a: ~ t t3 i ... . u 80 ◄ u .. ·--- 60 ◄O +31 Lt EP and Lt ES --- -5 .... . .. 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OA ti -StH l: INC.~•~:,.!~~•: ._ VAN DELL AND ASSOCIATES. 11101 CARTWRIGHT R0A0 IL~ -IRVINE, CALIFORNIA t2114 --·· ·-·--------------·- --· ----- 5" --··--· - ..... __ - 01, ----- -----t---·----·--· ------- -51. ------· ---------· - ----··--------- --w z -_J u ~ 2 - 0 2 IQ IQ ... 60 40 20 - •18,8 Ht:. - i,ROF-l b~ ~CALEz HQRIZ 1 ·-t 00 ';EAl-..!!.-4 oi. Sheet P-2 total 14,446 194,903 ------------------r-----~-....... ---.----,----,----.----r---~-----·-·--··-···. --=-~US•~ l~_ ~~ I; ,w,....,.\t --~~-'I-, .. j t L ~ g 1--"--ANS=--'"-"°--Y ... AL;....;.;D&_T_l ------\\. ,.. ..... • ---l---t----l---l---t----+---l----t----l----l----+---t----t-----t----l-----t----t---t---t-=t111111 F..,"1•111---t---t---t----tYAN DELL AND ASSOCIATES, INC, .r~,f DYL ~.., ---t---t---t---t---t---t---t---t--~•:r--ELl.11 !11111ALJ __:!.....lQQ! '1,,_ l-l-t-+--+---+--+---l----+---+---t-~'°i:c:--7>,...~:c=--t---t---t---11llOI CARTIR IGHT ROAD ~\ .._ ____ .... 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' vc / \_ It ES -51. ~ ~ ii -~ ~ -. -- ~ - ------------f---f---f---t--t----t---t--RO-U-1,, i-E-7-3 1_S_U_P-tEF ELEV' TI ON DI AGF AM ~17 t---t----1---·--:c=-•---•---+---t---t----t---1·--_-t---t---t---1----+----+---f----t---+---+---+---+---+---+----t----t - - - 1 - - - ~ ----+----+----1---1 t---t----r---+--~----1---•---1----1----~---,----r---1---1---1---1----t---1----1---1---1---t---t---1---r---t---1---cn ___ ~-t----+---➔---.- i 1 ! t---t-------------1---1---1---l---1---l---1-----t---l----'--l-----l-----t---t---f---i---,---t---t---t----t----t----t---~---~ -+----+----+---·t---' ... .. t---t ----•----.------, ----+---+---•----------+----r--l----'--t---~---1---1---1----1---t---+----t----t---+----t----t----t----t---+---+--- t-- ---t----t----+------1---4---1----1----1----1-----t---t---t---1----t---t---t---~---t---t---t---t---1---1---1---1----'r,.,_f ___________ _ ~ ~ t---4----t----+---1---1----t---f---f---f---f---t---+---+---t---t---r---t---t---1---t---t---t----l'----l'----l----lf--~~ ~ - - - ~ -+-----1----+---1---t & a: 60 60 50 lO , •• ·-410,028 6,882 174-. ,011 111DUCED l'LANS o , a , I I 011,c,Hu sc,Lr rs'" 1NCH£1 L-J 1 , 1 , , 'yoor Q1.,tt!\\1½ Gl",'9"-, M \ cu 12:n2 It I 'f I .I ◄T OR◄ IF A I07'\◄0 --·---··--·--·------·-·······--·-···-·---• ·-·-·---· ··------ '-···--·-· -------·--····--·-···•-.. --------------· ·-----------•·····-.. -.. ____ ----·--· --·----- ,_._ ~ ----------· -------·-··--• ··--·-·--· 0'1 Axis oi Rotot I on IExl ~tlno L EP I -k. -------------_______ ,._ 2'1 Lt I p~ ------·· ····- -5'1 5'1. 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[ii.: BIKE TRAIi "D" PROF LE SCALE HORIZ 1 ·-50' "EAT It • i:.• -F -33 Tot<i1 • 1 .... ,_ 1 " 7 1<1n 11,Mlll • 1-nn I. .nr i...nn 7 Hin N MIii Q ..nn ,n ~n 1 1 H.JIJ .... I ... ,,.,,11 .. t, J, i,4, , .. •• 2.580 1 2.581 ,- - FQA R£0UC[D l'LANS 0 I z J ""?oo 1 Q""'l, ½ Or,~;Mi I /cu 'Fl ORtlllNAI SCAI [ ~ IN INCHl:S I 1-1__1 I 1_...J 17D2 1075~0 LEGENDS ABBREVIATIONS. Pt -Point -1111 FS -Finished Surface GB -Grode Break TG -Top of Grote ··-------- :.:.. ~ u-20 ◄89+5o. 76 = ,. ..::0.UNlV!.f!SITY OR SOUTH 112+29,9 ◄ --~ ~-- ----- . ; • _ ......... C ' . I --......=--:-~ ..... N <ia1n· E-1<1 t --. -Curb and :Gutter .i ) ◄◄' Flt<~ • ~p. 76 bCR 21. 781 FL ', ... .' PCC SI dey~:i I k Remove E,c I at / .... Curb , <;utter:.·_ .. • and $1dewol~ •• • /Ji'::~ _,,.,. 2 . ~o ::;••;::-•' •• i:\.-_j I···-·• --./· ,. Beoln Type 3 Cur ., , .. _ ... • 1)' , 'i ·-. ( (,_/ ,, ·. 2 2 ◄' ~I I ::, ., __ (\1 Cl ◄ 0..'·1···, .. ::I • ,c( a: Crash Cushion Attenuator 2 ◄ .0 N I ::, U-2b ◄91 UN VERS Y --.------.... _____ ._·~--= UNIVERSIT 50UTH Join Exist l.0 ,-.-) _...,.,---,~-.. ( ) _,,,,,,.,,-........ ._ ... ____ , Cl) __ y u-20 AND u~2b AT UNIVERSITY DRIVE SOUTH CURVE DATA No fl R L T 91°34'18" 35,00 55,94 35,97 n•s&'3 ◄" 10.00 13,60 8,09 99• 31 '38 • 55,00 95,54 65,00 FOIi ll[OUClD "-ANS 0 JAMBOREE ROA0- 185+62. 17 EC 1---------- PCC Sldew lk 144,521 s f•CO>ll!,J'O _,,,. .. ------- // POOR DUALITY ORIGINAL )stm. STREET S~TH £ Join Exist Pavement "-AMI APPROVAL DUI VAN DELL AHO ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORtclA 11114 Clrb RAMP JR-4 AT JAMBOREE ROAD CONSTRUCTION DETAILS SCALEI1"•20° "" .,,,., POOR OUALITY ORIGINAL ··c· I (',.J U) ··-· --· ---,-------__ _ C 01,1 C 1"tar li::t . ____ ---"~ .. """=----. ~ . ___ _ ....... ~~,-11¥.,.,,J.:,,=,,.-~~ -t ... _ ~------..__, co\.\C_ --· •• •• ·-----.:::.:..._-:::-~> -~-L =--~~ -= - ---=--:. r·f·1 JJN l YEBSU.1_n~UOUl ./ Curl)·- ,, // .-......=-.= . 30' AB /'')--·,-- :3r::==.:~;:1::_JE:)I;·========c(,~1 -:-~-=:--~-:-::~:Ji:71::~:::· :::· :-:··:·::==;~I~•~·~ .. ~--~-~-~--~--~--~-~-~·~-;_-:;;=;~~ --=-;~-;~J;;;;~C~\J;:;~= ----- in·-··- / t /2 ,'/1/ ·-....... -........ : .. ·.,.......... .. I • •• -__ _.__·•··---.I. I l. \ _,- I, . . 0 rl ·,-.,..,~ --, ),,,...--····-· ·-·--•.-·-·-·-. ----·-::.:.!~t-\ vi . t ), .. _./ ) 'v· '\, ,.1.) -J .r I • .._,... • ...._"· ,,.. -l'_,_ .... • Bonito Creek Channel Eoat Molntenonce Rood IBy Others> -----~ RAMP UN-US AT UNIVERSITY DRIVE SOUTH CURVE DATA Ho 6 R L T 95•19'30• 55,00 81.89 50,67 87°54'20" 10.00 1 ,34 9.64 91°26'25" s.oo 7,98 .5,13 89°51'31" 5,00 7.84 4.99 ,,s• 19•:,a• 9,00 25,97 69,90 " F OIi lllOUC[O P\. ANS 0 I J ....... . .. -........ , --I I I 12 Oro n 23.l/25.5 P\.ANS Al'f'ROYAL DAU AN D£LL ANO ASSOCIATES, INC. ,no, CARTWRIGHT ROAD IRYIHE ■ CALIFORNIA 9Zl14 CONSTRUCTION DETAILS ScoIe1 1 ••20' C-2 • / I 0 I-l' ::C Ill C),., ........ 0::◄ uJ I-> I/) aw mz ◄ .... w...J w ::c v,u I-◄ ::I cl> "' AC DI I Type 1 MACARTHUR ~---~-----,e::.:--::::::::::J o. 4' BL Over VD WIDENING AC CTyp 1,55' AB JCJII MOUC:10 l'lAH1 0 2 IMPROVEMENTS BY OTHERS ' T . u 1-w uJ ::c lO Ill .-w •w a, Ill '? ,o ,., ,- ◄ 1-V'I t,,J z . ..J :i: u 1-Ill ·cC I ~u 1-w ~· Ill ~ • Ill IMPROVEMENT POOR DUALITY ORIGINAL DIST COUNTY IIOUfl IZ Ora n 2-s~..C-,ul RTllllD C N-.[~11 1'1.ANS VAL DUI YAN DELL AND 17101 CARTIRIASSOCIAT[S, I GHT ROAD RVINE, CALIFDANI" t " 2114 CONSTRUCTION DE Scalet t ._2O,T A IL S C-3 • ~ I iU I I I I ::r; u t-◄ ::I IMPROVEMENTS IMPROVEMENTS PER BY OTHERS THIS CONTRACT ---------------- POOR DUALITY ORIGINAL OIi l CO&MTT flOUll 12 o.-o n GlllllllD CIVL lNOaCPI PU,NS Al'f'IIDVAL DU[ VAN DELL AND ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA t2l14 ' \ / l\J ··\/ I . '· - ""' ( /1 }~~~ \QI, \ ac1(tf~~9 Boundary . q -~:.-,- <v~S) •,. }f,._.,l----L~_:,1--_ "--,., ~~~:±-",lr.~~-• _) 1 _,/'-----;:_/--~- ---------· -,;;~__--.:. -~-:::-. ·-----·-. .---- '-., . ----=:::::: ··-...... ---· -1-:::: . '· ' -....... ·, ------'•, ~ ------------ --· ____ .... -- MACARTHUR BLVD/ BISON AVENUE INTERSECTION CONSTRUCTION DETAILS SCALEr I" • 20' C-4 '"'--...:...-'-------------------------------------:---;;~~;;. __ -:_flir:~ouc;;;;:;_!rii~:i!'-oi:"."~tt;;-~-----::-!---:----;!:----""""":'~---------------------.....,...---------r--------..J 4 u ... IJ) '· 'l I· .. _ I MPROVUENT S BY OTHERS '·( i \ ..• . ., \ \ C ·• \. Cl \ ~ ·1-75 118,47 FS ·.01 ·u pc I 1 B,L --~9.§s rs POOR DUALITY ORIGINAL \\ \\ \\ \\ \\ \\ ,, \>- MACARTHUR BLVD/ BISON AVENUE INTERSECTION DIST COtMn IIOUH , 12 Oro l3 UllllD CIVI. lttGNlll VAN DELL AND lSSDCllJES. 11101 ClRTIIRIGHJ ROAD IRVINE, CALIFORNIA 11114 o-,· O··' CONSTRUCTION DETAILS SCALE I I • • 20' C-5 ---··--------·· ·-J --.. ---· ~ ---------> -·--·~-· • - p,L..l~~~-->· ~-·--.-- • ./ _,/ ,,r···· __ J(/ -- I 12 Oro l] -0 11 -___ ~-------~ 2 .:i_: ;7:5-,1_ ,-,r-__ = ::r:: r BRISTOL STREET HORTH / ► I ID I II! r.! II! ◄ 0 ~~ 1, ' .. 3 .. ◄ ' ~t t ◄ i ~ ~ g 1!: ~ / .1 ·-..... -.. __ l_ --~, \ BIKE TRAILS INTERSECTION DETAIL ------ ) ED • n POOR OUALITY ORIGINAL r 8 lvd :I_ PUNS APl'IIOVAL. DUI VAN DELL ANO ASSOCIATES. 11801 CARTWRIGHT ROAD IRVINEo CALIFORNIA 12lt4 CONSTRUCTION DETAILS SCALES 1 • • 20' C-7 .--.---.----------------------------------------------------------------. ---------------------------------------------- l MACARTHUR BLVD A Type ◄ Cur·b ond Gutttir "' l ◄ t-U en ,-.. l'l l ◄ I-VI Transition from 6" Hloh to 6 ,-.. Type 2 Ci.rb l'l 'f ◄ I-VI 0 ------------- 6 0 IO C • Ill ..-o 'f b ◄o I-II B al B CID 0 ♦ POOR UUH\ll OR\6\MAL co -~-l, ·-- +-LJ oh Eco- II 110 ;~io ◄ ""bX I-g5~ o- Crash Cushion Attenuator IC-A-Tl SYRO Steel Corrpony or Equlvolent C C ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;:;;;~2~•;H1~oi,~c~ur;b;;:;;;;;:;;;;;:;;;;;:;;;;;:;;;;;:;;;;;:;;;;;:::::-----_l!R~A~M~P MB-:--------: 9 GIIHR£0 CIVI. IICINllll PUNS Al'f'IIOV&L on, AN DELL ANO ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA tZTI ◄ Concrete Barrier IType 50 IModll See Sheet C-11 1 ◄' SB Lone Striped Median 14' NB Lone -.. ◄ I .. 1~~ f 1, I I ; t ,o• SB lone vor 14' NB Lone Type 4 Curb and Gutter SECTION A-A I 4' SB lone 14' NB Lone 2" Median Povlno Crash Cushion Attenuator IC-A-Tl SYRO Steel Corrpony or Equivalent SECTION B-B MACARTHUR BLVD NORTH Of BISON AVE RAISED MEDIAN, CRASH CUSHION ATTENUATOR ANO CONCRETE BARRIER TYPE 50 (MODIFIED) Yor Yor 1' to 1' to a.5' 9, 5' I I Concrete Barrier • 1 1 Type 50 IModll SECTION C-C CONSTRUCTION DETAILS NO SCALE C-8 •~-.l...L-----------------------------------::,011::-:111=ouc=r==o:-:f'l.:-AHS:=-----=-o---:----::,--~J----------------------.---------...--------_J -........ '" ..... ' t • ► I m i l! ~ K! ◄ 0 .. :. 1, ◄' ' • • 3 .. ◄ ' ~t ► m ~, g g~ ~ ES I ''2" " 24" • Curb Foe 1'2° 1 " R I )1,; ·• 'f~:_•-.-~---=.=. =~=-~;;;;;;;;;;;;;:::;::==!:: . . . . . TYPE 1 CURB AND GUTTER TYPE 2 CURB Cop End I Typl ES )6. TYPE 3 CURB AND GUTTER ES I 1,2• . i.-...:..=..--, 2" R s,,• I 1 1,◄" 1'2° . • A. 1,,._r--,~evel Lin~, 201,2· TYPE 4 CURB AND GUTTER IClty of lrvlne Type "A" Curb and Gutter! Route 73 10• Plostlc Pipe Conduit 10• PVC PIPE IRRIGATION SLEEVE DETAIL ES AC DIKE CTYPE 1) 0,42' fu ... ,· I.. 1.09' .I AC DIKE (TYPE A (MODIFIED>> DIST COUNTY IIOUfl ' 12 Oro U RQS tlR[D Cm. [NGM[II P'l.ANS 1,r11ov&L DAU VAN DELL AHO ASSOCIATES, I 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92114 CONSTRUCTION DETAILS NO SCALE C-9 ··---······------------------....------.J ,-,--.-----------------------------------------------------~-------, . ., • f;OUNII KUUIL >-I m i w ~ w ◄ 0 3 .. ◄ ' e~ >-~, m ~ ~l!l ~ 20' Ronp Nose 123' Ptl /see Detol I A Below Route 73 or MACARTHUR BLVD Direction of Traffic EXIT RAMP STRUCTURAL SECTION Route 73 or MACARTHUR BLVD Direction of Traffic --- Ranp Nose 123' Ptl See Detall A Below ENTRANCE RAt,1> STRUCTURAL SECTION Cl Ill~ 0 +-z IL • Note: For MACARTHUR, Structural Section Is~ Rorrp Structural Section 2' Malnllne Structural Section ~ ' y y 0,45' AC I Type Bl"""'\ ---"'rlr--------------.a.----------------.-L_-0.60' AC !Type Bl 0,25' ATPB L J :---o.25' ATPB _/ r-0,10' Cl 2 AB 0,40' Cl 2 AB - DETAIL A Type 2 Curb ------ !I CURB TRANSITION TYPE A1-6 TO TYPE 2 "L • LENGTH 0 Cl DIKE TRANSITION TYPE A OR C TO TYPED ES 12 Oro n c;as T£R£D c,n £NCH:£11 l'\..t.HS .t.PPROV.t.L D.t.T[ VAN DELL ANO ASSOCIATES, 17801 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92714 POOR DUALITY ORIGINAL TRANSITION A2-8 CURB AND GUTTER TO TYPED DIKE 110 45 A MEDIAN CURB FLARE DETAIL IN FEET FOR GIVEN •~• DISTANCE 20 30 40 45 50 60 70 80 90 100 110 UNIVERSITY DRIVE SOUTH 11:10 FLAREI 0.090,360,821.46 2,27 3,274,465,827.369.0911.0 BISON AVENUE 11:15 FLAREI 0.150,591.332,37 3,00 1----------L---------+1 L/3 L/3 L/3 12' -------a --------cL3~-- eAv TAPER DETAIL D LOCATION L STA II Pt"A" STAIIPt"D" MB-1 120' 154+4S 155+6S UN-3 120' 295+21. 86 296+41, 86 MACAR~HUR BLVD 90' 14)+24,39 144+14,39 MACARTHUR BLVD 120' 187+50,72 188+70,72 CONSTRUCTION DETAILS NO SCALE C-10 r • ,,..._..,,. ..... •• ► I II i l! ~ w ◄ 0 • l ' 3 .. ◄ ' at rii ~i I ~~ see Oetal I B\ AC Povtno: !"'"I L ~ • __.., J alt ton• 10' 37,50' ?5' Dike Tron !Type A t o Type CI AC Dike I Type CI ES 1' 5,5• -w O. 20' AC !Type BI 10· DETAIL B AC Dike\ !Type O I LES LEP Dike Transition• I Type C to Type 01 MBGR • Continue AC Pavlno to End of Dike Transition AC PAVING AT MBGR FLARE Dike Tron C Type A t FIii, Low Side -STA 1174+50 Northbound Route 73 6.49' 5• 0.25] 5'l ,, Hinge Polnt_/.~~~~- 5~~- • CType e 1 DETAIL A See Detal I A\ AC Povtno !"'"I L ~ ■ __ ) s It Ion• 10· 37.50• 25' o Type CI AC Dike ITvne Cl ES 1 o· MBGR AC Dike\ I Type DI LES \_EP Dike Tronaltlona I Type c to Type DI (Type CI • Contlrue AC Povlno to • End of Dike Transition AC PAVING AT MBGR FLARE Cut. Low Side -STA 1212+-00 Northbound Route ll STA 1220+50 Southbound Route l3 P'M MOIJCFD l"l.AN1 0 t B X J,4 X 0' -B • I• ± Mortar Pod' I ,,, • DI o Ho I e l Concrete Barrier I POOR DUALITY ORIGINAL n ,.,..-chain L Ink Roi I I no Type 7 IModlfledl • See Anchorooe Detol I Concrete Borr I er !Type 2781 Shoulder Pavement TYPICAL SECTION Thread 5• Min 2-• 6 x 0' -10• Tock Weld to U Botts GIS lllllD CIVl. INGM:lll Pl.ANS Ul'IIOVAL D.UI VAN DELL Ate> ASSOCIATES. tllOI CAA1WAIGHT ROAD IRVINE• CALIFORNIA t2l14 l B X ,,4 X O' -8 • wl t 13,,• Holes ot s• Ctrs • ANCHORAGE"DETAIL SECTION A-A CHAIN LINK RAILING TYPE 7 <MODIFIED> -• 4 Cont I nuous -Vertlcol Typ . -10• R -• 4 cont I nuous t • R rovlde 12• ILenqthl x 2• !Height) ~ at l' Spoclno fer Drolnooe Flow-thrOUOh l FG CONCRETE BARRIER CTyPE so <MOPIFIEDll ._pymt er Wei I C0n1>0cted Bose CONSTRUCTION DETAILS NO SCALE C-11 I ,/;,,.· /Cone Borr I er: /,, I Type SOD I / Fpc~ of Wal I / Gutter,. I / RAMP MB-1 Rt ES RAMP MB-1 i / l0,68 L .• TRANSITION DETAIL AT DEPARTURE END OF RETAINING WALL R1146 Section A-A RAMP MB-1 Rt ES 3 • AC (Type Bl Section 6-B RAMP MB-1 Rt ES ,M MDUC[D ~AlfS . ... j ... +54. 10 5' Type A Dike w/ AC DI tch Section c-c Detol I A 0 I POOR OUAL11Y ORIGINAL 32' Rt +11 64,89 FS RAMP MB-1 i.. .,.,. i COUNU IIOUll 12 Ora n GISlllllD CIVL [NOIH[[II AN DELL ANO ASSOCIATES. 11801 CARTWRIGHT ROAD IRVIHE. CALIFORNIA 92T14 .. ' , I / I I I I I I I Cone/ Barr I er I Tyi;ie 500 l Wal I TRANSITION DETAIL AT APPROACH END OF RETAINING WALL R1146 R1146 Section D-0 / I I -· ... . ... N . a, I I / I • CONSTRUCTION DETAILS NO SCALE C-12 Tropezoldol Earth Ditch Molntenonc Rood Hinge Point Var 10' Var Detention Boaln vor Var Orolnooe Ditch See No 4 Ditch, Sheet 0-69 SE(). 25'1 I I Mini ~\\ Detention Basin Cross Section Maintenance Rood Seallno Loyer Medium Density Pollethylene 30-mll Min Thickness or qulvolent Detention Basin 1148A 10' Hinge Point Var Maintenance Rood Native Soll er Suitable FIii Moterlol Seollno Loyer Detol I For Detention Basin 114BR 0 POOR DUALITY ORIGINAL Earth V-D Itch GIStlMD CIVL lNClalJI PUNS "'"OVAL DATt VAN DELL AND ASSOCllt[S, lllOI CARTWRIGHT ROAD IRVINl, Clllf<IINIA 12114 • Dia Slotted Ploatlc Pipe Outlet to Drainage System 1l !Bonito Creek Chorv,el Plona I ond System 46T. See Under Drain Pion. Detol I A 12 • Earth Cover 6" -Closs 1 Permeable Material per Coltrons Std Spec 68-1.025 Oetol 1 Detention Basin 1149L -Longitudinal Section DETENTION BASIN ELEVATlONS BASIN SHEET CF INLET Fl TOP OF BASIN NU~ER NU~ER ELEVATION ELEVATION 1148A G-2 37.0 43,0 1149L G-1,14 16.5 eo.o 1151L G-1 43.5 48,0 1156R G-2 34,0 39.5 1 t74R G-6 34,3 38, 0 1180R G-6 15, 1 20,0 1183L G-5, l 15,5 20.0 1 t94R G-8, 10 10,9 11,5 CONSTRUCTION DETAILS HO SCALE C-13 r,, '"""'"'"" PIEZOMETER LOCATIONS I ,D, No Station Offaet Elevotlon Gradlno Pion PZ 4101 Rte 13 1119 ♦20 120' Lt -15 G-5 PZ 4102 Rte TJ 11 l9♦l0 85' Rt -15 and -30 G-6 PZ 410] Rte ll 1180♦20 90' Lt -5 and -20 G-5 PZ 4104 Rte ll 1180♦50 60' Rt -15 and -10 G-6 PZ 4105 Rte ll 1192♦20 10' Rt -15 G-8 PZ 4106 Rte ll 1192♦60 100' Lt -10 G-7 PZ 4101 Rte ll 1119 ♦10 80' Lt -15 G-5 PZ 4108 Rte 13 1119-+00 60' Rt -15 and -30 G-6 PZ 4109 UN-US 885+80 10' Lt -5 and -20 G-l PZ 4110 UN-US 887+20 5' Lt -5 and -20 G-l PZ 4111 Rte ll 1192+80 120' Lt -10 G-l ~ I PZ 4112 Rte l3 1192-+00 70' Rt -15 G-8 I PZ 4113 Rte l3 1178♦20 90' Lt -5 and -20 G-5 ~ PZ 4114 UN-US 88◄♦50 10' Lt -5 and -20 G-5 a PZ 4115 Rte lJ 1178+20 60' Rt -15 and -30 G-6 ~f f PZ 4116 Rte lJ 1192+90 150' Rt -15 G-8 PZ 4111 Rte lJ 1192+70 170' Rt -15 G-8 3 ~ ' e~ ~ ii I SETTLEMENT PERIODS WITH SURCHARGING SETTLEMENT PERIOD (MONTHS) SHEET ABUTMENT FOR SURCHARGE HEIGHT BRIDGE No 15 ft 20 ft SAN f lEGO CR~J.K G-7 North (6) l - I 55-731 lRorrp -USl MACARTHUR SB on-ROil) Sep 55-732 CRarn, le-4) G-1 South 11) 1 - a: MACARTHUR SB Off-Rf!'f Sep ~ G-1 North (4) 1 - I ri 55-731 lRorrp MB-) ~ JArtDR\£ sy Dn-RQ!R> Sep G-9 North l 4) -3 u 5 -7 K Rorrp JR-41 ROUTE lJ G-7 8, 12 Sta 1192 ♦50 to 120◄+oo 9.10 -- ~ BIS'11; S,. f.ff-:~ Sep G-1 North ( 4) 3 5 -◄ K ( A-l - •- ' ; SETTLEMENT PERIODS WITH WICK DRAINS SHEET SETTLEMENT PER I CID (MONTHS) BRIDGE ABUTMENT FOR WICK DRAIII SPACING No 7 f."T f. f."T !i FT ◄ FT SAf, f I EGO CREEK 55-l 1 (Roop UN-US) G-5,l South ( 1) 10 -◄ - ! ' AN DJEGO CREEK G-5 South (1) 10 6 -◄ 2 -55-]IL SB Molnllnel ... ◄ I§~ lAN 01\GO CRE~K G-l North (8) -6 -- 55-l1L a Main lnet -~ ft I • JAN DftiO CREEK G-6 South 11) 10 --2 55-31R Molnllne) lAN Df ijO CREEK 55-31R Mainline) o-a North 18) 10 --2 i( ' ~ . ~. SETTLEMENT PLA TE/MONUMENT LOCATIONS I ,D, No Stott SP/SM 4101 le-3 l Offset Grodlno Pion 10' Lt G-1 on ----+-~~--if---------1 50+70 SP/SM 4102 le-◄ ◄ 55♦50 10' Lt G-1 SP/SM 4103 Rte l3 11 80♦20 100' Lt G-5 SP/SM ◄104 Rte l3 11 80♦50 TO' Rt G-6 SP/SM 4105 UN-US 88 7+15 15' Lt G-1 SP/SM 4106 UN-US 89 2 ♦50 15' Lt G-1 SP/SM ◄107 Rte l3 11 92 ♦ 1 0 80' Rt G-8 SP/SM ◄108 Rte l3 11 92+70 110' Lt G-1 SP/SM ◄109 JR-◄ ◄9 7+80 15' Lt G-9 SP/SM ◄110 Not Us ed SP/SM 4111 Not Us ed SP/SM 4112 Not Us ed SP/SM ◄113 Not Us ed SM ◄ 1 1 ◄ MB-3 l 52 ♦50 O' G-1 SP/SM ◄115 Not Us ed SP/SM ◄116 Not Us ed SP/SM ◄117 le 1 5◄♦60 O' G-1 SP/SM 4118 MB 1 5T-+05 O' G-1 SP/SM ◄119 MB-8 8 ◄6+95 15' Rt G-1 SP/SM ◄120 MB-8 8 ◄8-+08 15' Rt G-1 SP/SM ◄121 MB-4 ◄ 57+15 1 O' Lt G-1 SP/SM 4122 Rte 73 1 176-+00 95' Lt G-5 SP/SM ◄123 Rte 73 1 176-+00 10' Rt G-6 SP/SM ◄124 Rte 73 1 179-+00 95' Lt G-5 SP/SM ◄125 Rte 73 1 179 ♦00 75' Rt G-6 SP/SM ◄126 UN-US 8 85♦75 25' Lt G-l SM 4127 Rte 73 1 193♦85 50' Rt G-8 SP/SM ◄128 Rte 73 1 200♦30 40' Rt G-10 SP/SM ◄129 Not Us ed SP/SM ◄130 Rte 73 1 178+20 100' Lt G-5 SP/SM 4131 UN-US 88 4♦50 20' Lt G-5 SP/SM ◄132 Rte 73 1 178+20 70' Rt G-6 SP/SM ◄133 Rte 73 1 192+80 160' Rt G-8 Worklno Su-foe 1' X 1' Trench Backfllled with Sand !Sand Equlvalent ,,,,,,,,, Bentonlte Cement Gr WICK DRAIN TIP S:IE:VUll'IN lf."HTI C -40 :I Plezometer "2 -◄O ' Ill -25 -C :I -40 Ill -25 Ill PIEZ OMETER INSTALLATION FOIi IIIDUClD l'\.'"5 O I J l'\i,•r0911, r.-11 S' lllt .. , ••11"'1d', f I ·, I Ill ..... CD i :I POOR OUALITY 12 Oro l] ORIGINAL ilJIUCln.lNGNUI l'\.ANS Ul'IIOVAL DUI AM DELL ANO ASSOCIATES, 11801 CARTWRIGHT ROAD IRVINE, CALIFORNIA tZT14 S-Spoclno of Wick Drains M-Spoclno Between Rows of Wick Drains I0.87Sl TYPICAL WICK DRAIN INSTALLATION PATTERN Influence Zone ~ Wick Drain 1' Thick Sand Blanket (Sand Equlvalent > 20) Worklno Surface IDepth of Remedlal Gradlno Removal I orlzontal Prefabricated Strip Drain ~---Vertlcal Wick----- Tip Elevotlon Alternatlve 1 A I ternot Ive 2 WICK DRAIN INSTALLATION • CONSTRUCTION DETAILS NO SCALE C-14 F"A ln?'i40 ,-• ► II ! ... ◄ j .. u i ◄ u .. ' .., a: ~ ◄ 0 a: ~ ~ i.. . u Outlet See Layout Plans and AC Dike Oetol Is for Outlet Pipe Termination Condition, Use Concrete Splash Pod Per Std Pion 0998 for Outlet Terminations Behind AC 0 Ike/DI tch Where App 11 cob I e~ D=2' CMlnl . ~ -·~ B, 15' Min 1ST COUNTY IIOUTI POOR DUALITY 12 ORIGINAL 15' Min Outlet let Pipe Concrete Splash Pad I See N Per Std Plan 0998 Bockcut Vories, 111 or Flatter C See Note 1 I Bench Per Std Specs· 19-6,01 {Bedrock or J \ Sultablo. Sol )( j 0 ,,, @Provide 4 CF/LF IMlnl Permeable Moterlol • Surrounding 4" Perf,:,rated Pipe, Wrap In FIiter Fabric, To EKtend Full Lenoth 0 - of Buttress/Stobllltotlon FIii With a Min 4~ Gradient to Outlet Pipes, Provide Outlets~ 100' Intervals IMoKI PACIFIC SOILS ENGltlERING, INC, 3002 Dow Avenue, Suite 514 Tustin, Collfornlo t2110 See Dralnaoe Plans For Location and Type BUTTRESS/STABILIZATION Fill DETAIL 1, Bockcut No Steepor Thon 1:1, Construction Should Proceed lmnadlotely After [Kcovotlon, 2. If Groundwater Is Encountered Ourlno [Kcovotlon, Outlet At Slope la Not Permissible, Upper Outlet Pipe Should Be Piped Down To Lower Outlet Pipe, CONSTRUCTION DETAILS NO SCALE · C-15 ... ◄ • Equivalent to Buttreas Width I •B•1 l~,ccept Alono R001> MB-1 Where Cm]O' Min Outlet See Layout Plona and AC Dike Detail• for Outlet Pipe Termination Condition, Use Concrete Splash Pod Per Std Pion D99B for Outlet lermtnatlona Behind AC Dike/Ditch Where Applicable 7. 0•2' IMlnly ~~=-'- Bench/Rood Keywoy BXDXH os Sliown on Plans B • C VARIABLE STABILIZATION BACKCUT FOIi IIEOUCED PUN$ a 15' Min Outlet Concrete Sploah Pod Per Std Pion 099B~- @Provide ◄ CF/LF !Mini Permeable Moterlol Surrounding 4• Perforated Pipe, wrap 1 In Fl lter Fabric, To Extend Ful I Length of Buttresa/Stoblllzotlon FIil With o Min 4~ Gradient to Outlet Pipes. Provide Outlets a 100' Intervals IMoxl 1, If Groundwater Is Encountered During Excavation, Outlet At Slope Is Not Permlsslble, Upper Outlet Pipe Should Be Piped Down To Lower Outlet Pipe. 0111 ccun, IIIIUH 12 Oro econ ( 7/f;t<; PLlNS APPRIJYA11 1.,,_1[ PUii WILl• 10UI.. PIIOJIC1 PACIFIC SOILS ENGlllERING, I l002 Dow Avenue, Suite 51 ◄ Tuetln, Collfornlo 92610 --'---See Dralnaoe Plona C ::I 0 For Locot Ion and Type [~~01no1 Grade CONSTRUCTION DETAlLS. NO SCALE • C-16 i1 ... Keywoy BxOxH os Shown on Plans ,:; Out I et --------. See Layout Plona and AC Dike Oetolls for Outlet Pipe Termination Condition. ·use Concrete Splash Pod Per Std Pion 0998 for Outlet Termination Behind AC Dike/Ditch Where Appllcoble------.... Subo,-ode Errt>ankment FI I I a 1 OrlQlnol Ground:::-,...__ 2 Outlet Pipe I See Note 1 I 15' Min Bench Per Std Speca 19-6.01 0 ... 0 ,,.. Provide 4 CF/LF !Mini Permaoble Moterlol Surroundlno 4• Perforoted Pipe. Wrap In FIiter Fobrlc. To Extend Full Lenoth of Buttress/Stoblllzotlon FIii With o Min 4~ 9rodlent to Outlet Pipes. Provide Outlets. ot 100 Intervals <Maxi. 118•15' Min or ''f Slope Heloht lh/21 Whichever Is Greater. Molnto n Width of at Least 1,, Remolnlno Slope Heloht Ourlno Reconstruction I _,,.L 1ml t Of r Remadlol Excavation -------,--,----rf D• I ' Bottom Of Remadlol Excavation~ ____ ...,, _____ ~-~ .o I As Shown On Cont01.r Grodlno Plans REMEDIAL EXCAVATION LIMITS "°" MDoet D I"\. AHi 0 I Ground 5' 2 NOTES1 POOR DUALITY ORIGINAL 2'X 2'X 11/ Steel Plate 12 Oro n ~c ... ,hi: ~ .Jlllt-1 PACIFIC SOILS ENGllf:ERINC, INC. JOOZ Dow Avenue. Suite 514 Tuatln. CollfOl"nlo 12110 ---Standard ,,4. Pipe Hipple. Welded Top And Underalde Of Plot~. ~=---1------,,l Ola X 5'Lcno Golvonlzed PIP•• Standard Pipe Tt,reods Top And Bottom. Extensions Tt...-eoded Both Enda And Added In 5' Increments. ' F lnol Grode Maintain 5' Clearance Of Heavy Equipment. Hond C0111>oct In 2' Vertlcol lncrerrents Or Alternotlve Sultoble To And Acceptad By The Enolneer, Hand C0111>oct lnltlol 5' IVertlcoll Within 10' Horlzontol. ; VPloce And Hand C0111>oct lntlal . , E,tabll •••no lnlt 101 Road I no, 2' Of Fill Prior To ' -------Bottom Of CI eonout ------Provide A Min 1' Thickness Of Sand/Gravel Beddlno . 1, Locations Of Settlement Plates Shall Be Clearly Marked And Aeodlly Vlalble <Red Floooedl To Equlpn-ent Operators. 2. Contractor Sholl Maintain 10' Hortzontol Clearance For Heavy Equl~t Within 5' IVertlcoll Of Plate Bose. FIii Within Clearance Area Shall Be Hand C0n1>octed To Project Specifications Or COff'C)octed By Alternotlve Meona Approved By The Enolneer. 3. After !i' IVertlcol I Of Fl 11 la In Place. Contractor Shol I Maintain 5' Horlzontal Equlpmont Clearance. FIii In Clearance Area Sholl Be Hand COff'C)octed IDr Approvod Alternotlvel In Vertlcol lncrerrents Hot To Exceed 2 Feet. 4, In The Event Of Domooe To Settlen-ent Plate Or Extension Aesultlno From Equlprrunt Operotlno Within Preacrlbed Clearance Area. Contractor Sholl Stop W•rk and lmnedlotely Notify The Design Enolneer And Shal I Be Aeaponalble For Re:storlnQ The Settlen-ent Plates To Worklno Order. SETTLEMENT PLATE DETAIL CONSTRUCTION DETAILS HO SCALE C-17 ,. .. .,,,, 0 i i I ~ Ill ! II! ~ 0 • I •-D: ~ I rl II, u ~ ... I 1 • Chamfer "4 cont tot. 16 f\ alS ma>C • 1 • 16 f L elO ma,c 1. Const TYPE 27 Stagger • 'i ~ a1s ma>e 6" Ito be In place before deck cona., 115,c◄ '-0 • 30 fflO>C -----1--1-.J n 115•1 2 --1--1,.,. Wal I relnf.----1--1---~- ) h. 115 • e1s ma>< 'j) "' TYPE 115 n· ,s 27A Const. Joint cptlonol '-o• min 118 cont. tot 2 ---at connection to structure TYPE Concrete B,orrler Type 27 or 27A Concrete Barrier Type 278 27B l s .. Metal Beam Guard Roi I Connection Open Join or WO t to match deck 11 Joint width Place two, oddltlonol stirrups and 9" aide of Joints-tot ◄ ciowels each 1-) R•1'-o• _,... ) ! I I , 2•-0• r2-"4 ,-- l . ,. "4 c=:-tot 2 2•-0• END DETAIL t <~ JRAFFJC now PLAN ' [ . METAL j ....... -- I• . . . • .. . 1 • E>ep anded Polystyrene 2 ...+---+---+--• O◄ • ga Iv. sheet meta I over ''4°necprene atr Ip. Coat top of strip with oreose. v--1~-t--2-115 L- ' ·J 1--J--+-+-J-J....Jll~~Flb.irlrzmn.j 2' -6 • Typ• 27A Type 27 2'-6" 2-115 ~ 115)• 15 or}_) 115 \::e 15 mo>< 6" 2-11&cont 1• E><ponded Polystyrene al I relnf. DECK OR WALL JOINT AT CONNECTION TO STRUCTURE See note B ELEVATION 6'-0" Shoulder ~ . .... tot 2 Bevel Metal Box _. .. •--~~: I~ I .... ' Cb- • -,r - :~ I " 115 n tot 8 CDowel1 not shown> I ' I • .. / ----\..Place around bolt holes. ELEVATION BEAM GUARD RAIL CONNECTION FOIi IIIOUCEO "-ANS s•,t" SECTION c-c 0 a . . • \0 N DISl COUNTY IIOUll 12 Oro U VAN DELL AND ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA tZl1 ◄ NOTES A. Clearance to reinforcing steel In rolllno to be 1•. Longltudlnol reinforcement to atcp at e><ponalon Joints, and be continuous at construction Joints. Hairpin stirrups to be rotated to meet clearance. a. Roll Joints ahall be located at deck and prlnclpol wol I Joints. c. Dimension may vary with cro11-alcpe and with certain thicknesses of surfacing. See Bridge Plona. D. When glare screen 11 required, see "Concrete Barrier Type so•. E. For Metal Beam Guard Rall detalla not ahown aee Std Plana A77-C, All-0, Al9-A, A79-B, Al9-C ond Al9-0. HO SCALE a: ~ i l'.I ... J ~ I- See Note I lyplcol wornlno strfoce on romp lwornlno atrfoce not required when romp alope uceeds 6.6 7Y. aee note 21 Plontlno oreo I. C :i 1 CASED Croaswolk CASE E Front edoe of aldewolk See Note I ~ JI :i 0 L u Approxlmotely Y4'' L -, r'/4'' [11.. .. . '.. .. > 14 > , . • • > . GROOVING DETAIL RAISED TRUNCA TEO DOME PATTERN 0.45" -i t:::._[0.20" c-:s I• 0.90" •IT @ >. RAISED TRUNCA TEO DOME DETECT ABLE WARNING SURF ACE See Note l POOR O UAL ITY ORIGINAL NOTES 12 Oro n fPlD,CM.OIQIN[lll l'UNS APl'IIOYAL DATI AN DELL AND ASSOCIAT[S. 11801 CARTWRIGHT ROAD IRVIHE:o CALIFORNIA 12114 L The romp aholl hove a 12" wide border with 1/4" orooves opproxlmotely Y4'' on center. See oroovlno detolL 2. Cu-b romps that have a romp elope equal to or flatter than 6.671. ahol hove a detectable wornlno au-face that extends the ful width ond depth of the romp. The detectable wornlno aurfoce shall conslat of raised truncated domea laee details. this aheetl. l. Detectable wcrnlno aurfacea, at the option of the Contractor, aholl be constructed by cast-In-place or stoq,ed method. or conslat of a pref<i>rlcated surface. The prefabricated au-face aholl conform to the requirements In the apeclol provlslona. CONSTRUCTION DETAILS NO SCALE C-19 ·-----···-· --------------------------------.,::::011~111.::ouct::=::-o-:rt.:-:,.::NS:.----:o---:-----:----:-,------·----------------T---------r----------' ,-- ··-.__.__ I a: ~ t ~ 1 IL . " ~ .. / Type 0.40' ACClype Bl 1.55' Cl 2 AB ......... ! . l . .· •.... •• ' I.·· I , • l. / ncrete •, ·- rler • pe 501 0.16' Ma>C variable Depth Overlay Remove AC Pavement JOIN DETAIL No Scale --~·~~Ma>C Cold Plane [>Clstlno Povement 0 . I I J I o/--------.... \ ..... _ ·-,·.' ',_--) ··., \·-.,._ ·-·. -\ ...... _ ··~-- YAN DELL AND ASSOCIATES,INC. 11801 CARTWRIGHT ROAD IRYINE, CALIFORNIA 92114 ~ ··\ \ \ ' '•. - POOR DUALITY ORIGINAL --... ·. ·, \ __ '· '"> ► i m i ~ ~ "1 ◄ 0 ~ ~ 1, ' • • " ·•-~t!. ··~. ....... , " •• •• __ ,,,.->< 1, All slope ratios shall be 2:1 unless otherwise shown as~--~~'-..... Note: 2. See sheets C-14, C-15, C-16, and C-17 for orodlno detol 1s. ~--:· ). The ploclno of fl 11 moterlol shal I be monitored by \,<.:<:,., the sol ls enolneer. •. -''.'· I ·., LEGEND• -·-·- -·-·- ----- Remedlol [KCOVOtlon Limits Surchoroe Area and Helot,t llck Drain Field ond Spoclno llck Drain Fleld CSee Spoclno Options on C-141 <!> Stobl I lzotlon/Buttreu Fl 11. O Settlement Plate/Monument ® Plezometer Buttress In Bonito Channel shown for Information only, For eKoct location see Bonito Channel plans. FDA ll[DUC[D Pl.ANS MAlCH SEE SHEET G-2 0 ' . "• . .,, . . ·-",, _,, ::.:..-;;/i -••• '?~~· -~~\:.· "!!:' I. / ,. Sub Area I -·--;.;... Dl1t COUNTY IIOUH 12 Oro 7l OIi tlRCD CIVL lNGIICIII PUNS Al'NOYAL DUI YAN D£LL ANO ASSOCIAY£S, 11101 CARTIR IGHf ROAD IRYIN£, LEGEND ovation e th 0 ? II) 11'1 .... ~~\ilJ~i• 41( I- VI 'P c., .... w UJ . :z: VI w UJ VI CONTOUR GRADING SCALE 1 1 " • 50' This Pion accurate for Contour Grodlno only, G-1 ENO SECT 73 114s+oo. oo ~ f f ~ ' ' ~&; ~ ii I ~I!:~ •-- • Back PM 23.7 = Ahead sE.E. SHE.El G-1 . ;···· ____ .,;,. ;;~.~-~ .. :·•·-· • 'I rOII 111111.IC(D Pl. &NS 0 2 POOR DUALITY ORIGINAL ffOUl[ 12 Oro l] CIS l[ll(D CIV'L (NGll€111 P\.&NS ~VAL DAT( VAN DELL AND ASSOCIATES, 17801 CARTWRIGHT ROAD IRVINE, CALIFORNIA 9Zl14 CONTOUR ' ...J ..,. I C) t-w w :I: Ill w w Ill •• / GRADING SCALE1 1 • • 50' This pion occlrote for Contour Grading only. G-2 i . 8 l5 ... I u ... LLI LLI :J: V) LLI LLI V) CD Ill LLI z - -ND·B0NIT4::CRE P.O O R O U Al I T Y ORIGINAL -~~~ ....... . ... .._.~. -h~-. . 5 ' SEE EET G-4 DIST COUNTY 12 0.-o PUNS "'"'°VAL DUI AN DELL AND ASSOCIATES, lllOI CARllA I GHT ROAD IRVINE, CALIFORNIA tll14 ..J ,:,: u ... ~ CONTOUR GRADING 0 tcu-Grodlno only, Thia pion accurate for Con SCALEI 1 • • 50' G-3 •--1 a: ... ~ J IL J ◄ u ... -~ i~~ I ii V t ~ 8~ I , I '.' C) t-LoJ w :I: 1/) w w 1/) !I FOIi l'[DUC[D !'\.AN$ 0 ' This pl POOR O UAL ITY ORIGINAL SEE SHEET G-3 MATCH /· ,· . I • b, 117;, • (11·1• .. IJ -•.. r··· l'\.&NS &rPAOYAL DU[ VAN DELL ANO A 11101 CARTWRI SSOCIATES, CHT ROAD IRVINE, CALIFORNt• " 12114 CONTOUR SCALE I on accurate for Contour Grading only, r11 ,1n, ·, \ 0 f ◄ t- i/) 'f C) t-w w :I: 1/) w w 1/) GRADING 1 • • 50' G-4 ,., I c., .... w w :i: V'I w w VI w z ...I :J: u .... ◄ 2 I 4 . ::-::-:-.:"''---··=-=--· •• ----• -- ' MATCH ' a SEE SHEET G-6 DETENTION BASIN NO 1183L Thia I p on OCClM'"Ote ,._ I C) .... w w :I: V'I w w V'I for contour CONTOUR GR SCALEI 1 • ADJ NG • 50' Grading only, G-5 r • ,,,.,r:An 0 if N ,-.-.- 4' I-VI ..,. I C> I I- ► w II w I ~ ::c VI ~ w II! ◄ LIJ 0 VI f w z .. ~ ◄ ' e~ ► II ii I Slope ---.. .i ,., ___ ·' .. -... i5 P/SM 41 5 DETENTION BASIN NO JIBOR •: -••.,•• r • • • D 0 ~ ,., U) .... ,) U) I C> 1- LIJ w :c VI w LIJ VI 01$1 Ceutn IIOU1l 12 Oro n 1CMO CIVL [~[II l'UH$ ,.,.l'tlOVAL 0&1[ VAN DELL AND ASSOCIATES, 11801 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92114 POOR DUALITY ORIGINAL • CONTOUR GRADING SCALE: I • • 50' This pion accurate for Contour Grodlno only, G-6 Ill I CJ ,_ w w :r: II) lAJ w II) ,,., SEE SHEET G-8 UNIVERSITY OR ~ORTH IFutu-e -by Otheral Within Area of Wick Drains, Rernovola to Extend Two Feet Below Proposed Toe of Slope. PUMI Ut"IIOV Al DUI VAN 0£ll AHO ASSOCIAT(S. 17101 CARTWRIGHT ROAD POOR QUALITY ORIGINAL CONTOUR GRADING SCALE I 1 • • 50' This Pion accu-ate for Contou-Gradlno only. G-7 'f C> Ii ,.··' ,. .• •., .' ' ' I t •• Hl!UtlD l'L am 0 Within Area of Wick Drains, Removals to Extend Two Feet Below Proposed Toe of Slope, PZ ◄112 POOR DUALITY ORIGINAL DIil COUNTY ROUTI 12 Oro Tl Thia pion accurate for Contour Grading only, G-8 Cl ' _. 0 ~ I ! ~ ◄ D • ~ .... .. ~ ◄ ,. ~t .. II ii I a: ... ~ i ~ u. J ~ .. ~ "-I (.) 1-.. ~ ~ t:t Cl) l SEE SHEET G-to POOR O UAL ITY ORIGINAL •NoTEI Stoblllzotlon Required If Bock Boy Deposits 10ml Ekpoaed at Slope Face. 1 Thia pion occu-ote for ContClr Grodlno only. , 0BSCL1R[O I ' CONTOUR GRADING SCALE1 1• • 50' G-9 "' z --I c., t-u.I w :s: V\ w w V\ J :z: u t-i ··-···-·---... ---------------------------;,~Mii'ii:-:::n,:':,,-:":r;";:n-:"::"·':':ut:::l~---:0:----:----:t--~------•------------------,----------.---------_J >-• ! ◄ f • .. .. ' .. ell ii I-◄ ' w ~ f • ~ >-II I I-15 Ill ~Q~ i-u ! I! § i J , I l ,.__ t:t ~ t:t Cl) SEE SHEET G-9 Thia pion r011 MDUC[D l'L&HS 2 12 'i NGIN[[II CIST[R£D Cl'R. [ OVAL DU[ . I ... l 21. s ------· ''4> ;~:·,'::z;:'. "-~-• :. ~ • Gradlno only. accurate for Contour r,' CONTOUR _G~~o~ I NG SCALE: 1 G-10 --~·:;. ... ~----cmiiiiii--rif~rnw~J 3,,.'.,. -·'!t'T-;r----_!-1,u ~-=~~~-~~--~-L~;".'.';::-~.;::--.:~:;;:::,.:;.~ ·-• -· -• ___ ------"'.'--.;---~~----------------- ,--•i a: J I!! ··········.-· 2 t ~ i I.I. ..; -d:.1 ~ I- POOR DUALITY ORIGINAL I .• J:::. 5 ... ------------~.'!.!. .. ~.~.~!!'_".!9.,,~'.'!,_'.':"_!':'_!!.~-------------- .... @ -. 1220 ..••... -· Th I a I on accurate for Contour Grad In IIOUtl 13 ~~ RCIS 1lM.D CIYI. lltCINllll w z CONTOUR GRADING SCALE1 I• • 50' G-11 ► I • I ~ ◄ Q • ... ' ◄ 't t II i ~ I 0 1? ... N N -◄ t-d• •------ VI POOR DUALITY ORIGINAL TlMD CIYI. IHGH[II l'UNS APl'IIOVAL DU[ AN D£LL AHO ASSOCIATES, 11101 CARTWRIGHT ROAD IRYINE, CALIFORNIA tZl14 DIRI •-j ai:: -·· 9 1230 llV-, 7~ ti. l..!.:Ji. l • ~ J ~ IL ..; ~ COROII ~ -..I :c u t-i .-=---· --- -tt,:::t:::-----·:::,,r , ----- ASf'H 5 ' le \I !I CONT5~~~ 1~~A 5 ~,I NG ·• jl G-12 ,iL _ __.:~---------------------------------·-----.iiii"iiiriuciuiiiiui:."----:---"'7----;;----:----~'~h~l~•~P~l~on;;;.;..~O~C~C~lX'~O~t~•;....:f~or;_~Con;;.,;.t~Otr=-=G ~ r = o d ; : . : . : l n o ~ ~ o n : : . : . ! l ~ Y ~ • . . , . . - - - - - - - - - - r - - - - - - - - - _ J POii IIIDUClD l'U,NS o J ,. ' __ ... -------· .... -- '\.· 123.5 123.0 -- Thia pion accurate for Contour DIST COlMTY 12 BISON AVENUE Grading Oro only. oldal E Ot"'th DI tch CONTOUR GRA SCALE I '. D I NG • 50' G-13 ► ! II ! ~ a • ~ ~ ' ~~ ~ ii I I") .... I C> t- u.I w :c 1/) w w Vl :c u 1-4' 2 0 .-) \j~~ezoldol ~h Ditch ,c,11 II[ DUC[D !'\.ANS 0 J POOR OUALITY ORISINAL 1)1$1 12 PROYAL DU[ VAN DELL ANO 11801 CARlrR ASSOCIATES, IRVINE IGHJ ROAD , CALIFORHP " 92114 CONTOUR GRAD SCALE·,. ING ' • 50' G-14 accurate f or Contour Grodlno only, I ◄ u .. POOR U UH Ill ORIGINAL '°" ··'· . ·' --------•' ,••····· •••••• MDUC(D. ""-a~ 0 CONTOUR GR SCALE, 1 • AO I NG • 50' G-15 Thia pion accurate f or contour Grad ·· lno only, LEGEND AP CC I - AP f SI - Tr-op cos MWD IRWD SP [,c CSF Alter-native Pipe Corr-uoated Alter-native Pipe Smooth Tr-apezoldal Corr-ldor Operat lno Syatem Metr-opollton Water Dlatr-lct lrvlne Ranch Water Dlatrlct Standard Pion Eiclatlno Corrpoat Stormwater FIiter POOR OUH\H ORIGllAl 0 xlatlno 60" m Dr-oln ondoned DIST COUNTY 12 ltOUTI n IIIGISTlMD CIVL lNGINlVI PUNS Al'PflOVAL DA Tl ASSOCIATED ENGINEERS. INC JJ11 E, SHELBY STREET --=.,,._·•OHTARID• CALIFORNIA tlT64 -----•• -41 i1 --\ ... ---# ...... ,·: .. -·:· .f;tt= 5 6 Remove Exlatlno 12'xl0' Culvert Detal I on Sheet D See D-7 (Q Ill ,., I 0 ... w w :r VI w w VI ' \ 'i,; • . (SEE SHEET G-1 FOR CONTOUR GRADING WITHIN THE AREA OF THIS PLAN] DRAINAGE PLAN SCALE I I" • '50' Thia plan occur-ate for oralnooe only. D-1 I ► i ., a "' ~ ~ 1'! ◄ 0 ... 1, 1, ◄' ' • • I I ' ~~ ► ., ai a H ~~ ~ a: :i ~ t; !:'.I ' I&. I J END SECTION 3.3 EGIN SECTION 4,1 Rte 73 1145+o0.00 Bock PM 23.4 = Rte 73 1145+00.00 Ahead STA 1145~0 Route 73 l Join Section].] 1+24.]] See Sheet 0-55 for Oetal I STA 1145-f-O0 Route 1] { Join Section l,3 SplaJh Wal I L=37 See Sheet 0-57 for Oetal 1 See Sheet 0-68---t for Detal I Local Depression w/ Cutoff wa I I See Sheet 0-68 End No 2 01 tch See Sheet 0-55 for Transition UC I Boundary No A I 46°41'07. 2 61"06'43. 3 e•26'14• 4 12•39•2a• 5 19°06'So• 6• o•o5 u • CURVE DATA R L T 22.s 18.33 9. 71 22.s 24.00 13.28 1000 147.26 13.16 115 38.66 19.41 12.0 16.51 9.91 3881 ,.oo 3.00 POOR DUALITY ORIGINAL , __ ~:;~~--==- ) ,. Ditch ee Sheet D-55 12 lllGIS tllllD C1Y1. lNGIIClll l'UNS Al'f'IIOVAl DUI VAN DELL ANO ASSOCIATES. I 17101 CARTWRIGHT ROAD IRVINE• CALIFORNIA t2l14 ement . For Transition \ j I ( /, !SEE SHEET G-2 FOR CONTOUR GRADING WITHIN THE AREA OF THIS PLANI DRAINAGE PLAN SCALE I I • • 50' Thia pion accurate for Drolnooe only. 0-2 () I o Exlatlno Abandont ond RCP lnle s SEE _,..[D l'LANS FOIi R[.,.,.. --------r-,.p '-,.,-----~-----. 3 6 ---·~-.~--- t, ··-•··-'--....,_,.. . .. --..... :-~:.~,.--..... -... tt 5 DUALITY PO~:IGINAL -~ -----~ _,.::::-;..-->-(; -...... ....._ ---·~-£~t D It • --- VAL DUI AHO ASSOC I ATES A TIRIGHT ROAD 14 • CALIFORNIA IZl THIS PLAN I ...., ~;-;;-nijifiiii[~~~~[}E[ffi_:T!!H!!E~~AREA=-.:Oc;..F __ -=@Ll~~!!!_~G_!!R~AD~l!.!N~G:._.::.W_IT_H_I_ N FOR CONTOUR SHEET G-l !SEE 'r 0 1-LLJ LLJ X V, LLJ w 1/) • DRAINAGE ~LAN ' • • 50 Thia Plan only, for Orolnooe accurate SCALE I D-3 I ► II ~ > ~ " ◄ 0 ~l I ' • • I I ' s;; ► II ai I ~~ • ~ +- LL II) N I 0 1-w w :J: V) w w V) _r_Abondon E><lstlno Inlets --- +88,44 L T 9,02 POOR DUALITY ORIGINAL SEE SHEET 0-3 MATCH •--.. h ... DIU COUNTY IIOUTl 12 Oro n rru. ,..1 !t.1/d lllGIS HMO CIY\. lMGINUII PUNS APPIIOV&L D.Ul AN DELL AHO ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA t2l14 +92,20 LINE ;~?;_.~~-~~-:-: ~::~ 'f 0 ._ UJ UJ :c V) "•···-·--... .. . . ~~...,._ ,~-S-?>~ ··~ ~?,·;~~/);~-;:.•::::;::~:~ •. : UJ UJ V) \ .,,,,.. _______ _ \ I \ \ C J• ,. !SEE SHEET G-4 FOR CONTOUR GRADING WITHIN THE AREA OF THIS PLANI DRAINAGE PLAN SCALE& 1• • 50' This pion occtrote for Oratnooe only. D-4 l 0 'f I •--a: t ; i ... u ~ ,., I 0 ... w w :c V, w w Ill w z -' :J: u ... ◄ ,; ::I 8 ! :) -... :J ◄ ... C -I§~ ~ 0 -~ p~ I! ft ~ .. FOR RlOUC . . [D l'LANS 0 ' 2 DETENTION BASIN NO ,- 1 0 t- :J: w u w ... ~ ~ w w 1/'1 HUUI&. PUNS Al'l'IIOV&L DAT[ VAN DELL AND 17801 CARTWftlASSOCIATES, IRVINE C GHT ROAD • ALIFORttlA 9Zl14 POOR QUALIH ORIGINAL Drolnooa~~ter FIiter • AP ol Is ISEE SHEET G-5 FOR CONTOUR GRADING WITHIN THE AREA OF THIS PLAN) • DRAINAGE PLAN SCALE r 1 • '" 50' This pl on occurote for Drolnone " only. D-5 Abandon Inlet---~-,.-, Remove Exist SO 36" RCP 2'X4' RCB +7 • I Slope '1 -,:;-.l_ ' - 18'0]']]" \ \ •·.. \ •. '·. \ ' ·- 0 .,- {w IZ \ ..J I :c u t- :l a, I 0 t-w w :c VI w w VI Thia Pion occtrate for Orolnooe only. DI$ T COIM1Y IIIOUTI 12 Oro l3 /It/., · -,/RN.,,,t?f MGIS llMD CIVIL JNGl4lllll l'LANS "'"'OVAL DAtl VAN DELL AND ASSOCIATES, 11101 CARJIIAIGHT ROAD IRVINE, CALIFORNIA tZlt4 POOR DUALITY ORIGINAL 11.1 t-5 . ! ,- 8 ... -◄ ':J ... C ~(§~ e c-Iii 0 ~~ ... _.;",,. //f :.•. . I ll 1//i: I: I · : , / ( II 9 LINE SEE SHEET o-e 0 POOR DUALITY ORIGINAL 18" API S) "' W, SEE SHEET G-7 FOR CONTOUR GRADING WITHIN THE AREA OF THIS PLAN DRAINAGE PLAN SCALE: 1 " • 50' Thia pion occurote for Drolnooe only. D-7 • f ◄ • I I ' ~t ► II ~i ~ ~I!: ~ a: ~ I-~ ~ ~ f u ◄ u I- ·, ( ,• . ., • ' I 'f 0 ._ UJ UJ .:r II) IA.I UJ II) i I POOR DUALITY ORIGINAL This pion accurate for Dralnaoe only. DIS t COlMU IIOU11 lllGII HMO ~ lNCINtlll PUNS APl'tlOVAL. DUI VAN D£LL AND ASSOCIATE:S, lllOI CARTWRIGHT ROAD IRVINE, CALIFORNIA tZl14 C, ' _,,. 0 SCALE1 1• • 50' D-8 • ~:iro:l/,c I at 1no See Detol I on Sheet D-ll I No 1\ I 2 J~I CURVE DATA A R T 60'00' 00. SO.OD 95'00'00. so.oo 14•01•24• I 100,00 7 L 52,]6 82.90 24.65 oute 73 Cl • JO. 19' Lt I T 28,87 54,57 I I 12.J97 SEE st-1E.El o-H> rOR ll[DUC[O . . .. .!°l'NS 0 . 1 ,· POOR O UAL llY "°"" ' • ORIGINAL oro l] ...f~' 114/.. '" -,JI.JI. MCIS llRID c' • L [HGM:[11 .. 'i:'-·· .•. ,.·· ___ .,.,. + C "<-!.9 OVAL DUI VAN DELL AND 11101 CARTWR ASSOCIATES, IRVINE C IGHT ROAD • lllfORNIA 9ZT14 PUNS A . ; s,~ OO<c· J IJli[O 9 c B 12 G2lck & Mortar Inlet Openln ... ... I 0 1-w w X II\ w w 1/) SEE SHEET G-9 FOR CONTOUR GRADING WITHIN THE AREA OF THIS PLAN ,. DRAINAGE PLAN • SCALE: 1 • • 50' Thll pl on accurate for Orotnooe only, D-9 ► II i r ... i ◄' • I ' 6ti ii ◄ u I- I ~ t:! ◄ a i ' • j ► II a ~ No fl R ( 1) 61°57' 29 • 22,5 SEE SHEET D-9 MATCH L INE L T 24,33 13,51 POOR DUALITY ORIGINAL 12 lllCIII Tllll£D Cl'A. lNGeelll l"UHI Al"l'IIOV Al. DA 11 VAN DELL ANO ASSOCIATES. 11101 CARTWRIGHT ROAD IRVINEo CALIFORNIA tZlt4 ... N =:;.;;;;,,~---==-Hr.\;:;~:,.,=r-1r=~c..=.~:=.;::=~~-- X ~ I-VI SEE SHEET G-10 FOR CONTOUR GRADING WITHIN THE AREA OF THIS PLAN ORA I NAGE. PLAN SCALE• 1 • • 50' Thia pion accurate for Draln<>oe only, 0-10 •- • .. i .. 0 0 .. , C e 0 ;~ ..... • • u •. ~OI ., . j~ ' "N c ... I a: ~ J ¥3 lo. . " ~ ! ... ◄ ... l§g -~ ~R, To O?, ... 0 u.i·..-u.l N :c ... "' ◄ Wt--1.&.1 V, V, 0 --b~ -t-..J w:c u.iu :c ... :~ u.l VI • -.... ----·----.... ___ --- .............. DIRT • ROUTE.,; '-·--.. ] 1 I 24 RCP H---------- POOR OUHIH ORIGIM~l -.:::--·--;"~.:.~ ..... (",,,.,. """'' .. 12 lllGISTlll[D C1V1. [IQl[[II ---~ --... __ .... ---------------....___ _________ _ ] ~~··~='"·'~'.=::;=;;::=-===-===~===:;;;~-...... ---·-·-·--··--·------==---·-·-==r.,; ·-··-9 -----------------~ ----~~~ 3•_Af>.ISI 2-◄-3P1s1.~_·· ... • ~0 -11 rr.4 ---~':::=~·-~--~~~E~lst·.·z ◄~ ,::.r -----·· ---·n-;~-~::-··-]·!:;;t--~:=,~i =-=---~------.· w ------------------------········· ---------------B.: z ITl-24 ~. AP .... ~. ·-··--·-·-·-·-----n I ti ··-·---·-·· -... 3 ·······-....... _;;:;::;·,.:: ••• ~ ..J ··--::.rixlet .... 11!!. .. ff£P··---·--~--. -· .. ·: ........ --... --··----···-·-··---·---·----·--····•···········--·····--·· _ ··-·······-· . ---~·,----··-·····-·•-····· 2.-------····----· -·---.. -:I: ------·-------·-RAI-AP JR-5 <Future> .. --•-----··----·-·-··-··-····· ..• ·•···------5' s20.--······--------·--------·---··----. u 1~it9l~.-..---:~--:~--=~"':iJ•~=wdf'~i0~l= ' ·0~~cf'::;,fa~~~i~;;i~t~~?.\'-3R:f~i~~~~=-=~ -~ •• ~ -~--~-i •• ~----••••• ••••• ---•--• ••-•••••-••••••• -•••••••• ••••• •• ··-• -•••-••• -•_;,;a5"=.~_-•••H•••-•"--••••-•~•~~~~,,;;;;..,•,.,.:.:.,----••H•••-H --•-•·"•-•••Ho-~~~-~.,,..-_.~~~~ -4ii:s -0~!REET NORTli ,to ,· ·····:cc;;·Pil-==-----::~.:-·;:=.....,/4::'-•. !i 1 .1:.. SEE SHEET G-11 FOR CONTOUR GRADING WITHIN THE AREA OF THIS PLAN \ • DRAINAGE PLAN FOIi IIIDUC[D l'UNS 0 "'""'''""' u er a, r ,c ..., 1t,rurc t ' I SCALE I I • • 50' Thia pion accurate for Drainage only. D-11 ► I II ! ~ ~ ◄ C ... 1. s ◄' • I I 0 ~ • ' N ei'ii ► N II ... jj ~ ◄ t- w VI :j a: ~ t ~ i "- J CORllll ~ ... w z _, :::c u t-i • !I ----------·----....• \ --·······----'·· ___ ... - Exlstlno 24 RCP ~······ROUTE--l3--·---------:-----··--· _.,,.-- ......... -·-· --..... --·--·-· -· '·---·--·--·-······-·----!____ __ . 12]0 ----------., J .•. POOR DUALITY ORIGINAL 12 lllGISTIAlD CIV\. lNOIClll PUNS Al'f'AOVAL D.Ul AM DELL AHO ASSOCIATES. 11101 CARTWRIGHT ROAD IRVINE• CALIFORHIA tZll4 lllRl SEE SHEET G-12 FOR CONTOUR GRADING WITHIN THE AREA OF THIS PLAN DRAINAGE PLAN SCALE1 I• • !50' Thia pion accurate for Dralnaoe only. D-12 .,... ~\ ,. -=----;..-.--'-i..,-,<, ---~;;;;: ::;..:.:::~~ FOOR QUH\ll ORIGINAL , ... , .. 2~8 121.20 \ --:::::.::: ::~$.~~£a~~ ·•. -. ---... _,.---- -tttli~:Sc1~C --:~--__ ·-,~--• -, 140 .... • ' --;---,----J------;-------(-~~ --,-?J-.-5--~:'.';~""'\,~ -__ •• ,. • d-' / m. 4 ~ ·-Orick and" • \ . ,,,_ 4 ~ ort , ' '\ \ /--, \ -----~--~ = ) m.o ( _,/ \ ~ f" ____ _.-______ o ____ --=--~~"'-~ / S~pm 18 ·• { f 'J )•,:~SON ~1:! 0 CONTOUR GRADING WITHIN THE AREA OF !I Thia plan occu-ote for rolnooe onl "I. FOR R£DUC [D PU!~$ 0 I l I Earth Ditch THIS PLAN DRAINAGE p SCALE, I. LAN • 50' ► CD I w . VI "" ' em ai .tw ua I ll! w ... ◄ 0 m 0 ► CD a ~ 4 I- VI POOR DUALITY ORIGINAL tract Ho 12309 eoundor R/11 ... I Q DtlT c~n IIOUH 12 Oro n ~,d w-B\etette lllCISlllllD Cl'A. lllOMlll PUNS Al't'IIOVAL DUI ASSOCIATED ENGINEERS, INC. 1311 E. SHELBY STREET ONTARIO, CALIFORNIA 91154 ee Separate Plona I ,/ or I rrprovements ~J SEE SHEET G-14 FOR CONTOUR GRADING WITHIN THE AREA OF THIS PLAN -~-]!)/ --~~~ .... , Thia pion acclrote for Drotnooe only. DRAINAGE PLAN SCALES 1 • • 50' 0-14 •--I a: ~ I ~ ... u 3 .. FO CONTOUR Thia pl on accurate for 0 I J ' GRADING WITHIN Drolnooe only, r11 ,.,'1,., L[~[II ,_ ~ ~ THE AREA OF TH IS PLAN DRAINAGE PLAN SCALEI ,• • 50' D-15 • ---- 50 (I 1.-21.1 I ,D-1 In et ► 40 -ri._u;-+50 CD ! w ~oute 7 t -~t;-00 .... ,----- ~ OG r'\. -f.G__:--. ◄ 30 -- 0 -s, o. 51. • I~~ t / "' 24 "x17 ' APIS I I 20 "'..i" u .. ia. FL FL ' ~~ ► II ii ~ \ \ l ~ "--~ -' .,, TG 1,91 • 9 6t-nt-, • Hc-4 ,05 I _ _5IJ -1ll1~'1 a: ROL !te n ~ 99. 62' Rt t l'.l @ [i) i IA. Tu21 - d ,Ut' G 2l,9 G2 It 1,t 2 lnle -H-J.-8 H-4:-TI i1 STA 1 210+,15 S!A 1211 +2 ... _ .BaJtl UL -,,e-fr 100. 1 14' Rt "9 ,89' R 30 I I I 9/ . 20 24, " .... .,,._ l'I FL 22,ll'!IJ FL --2-'-2'-2], IU Fl FL • 18 Ill AP @ a ",c22' AP 5•1 O'l b -t a.:xs~ ,v .. \ S•1. 5, 24,02 23,9' rL FL i . UI j ~ OR, -.. ... , ◄ ... • 0 I§~ \\ -v -~ fi ! • 6~ 2: .,. -,. -- j~ ... ·-"N -.... c- . fit) (k) TG 29.60 1'~ =i9.60 GD 1 lnle -7nle t ·H10 ~~5 H= 1-4.55' ST ~ 1215+ 5 -S-'f 4-1ft5 -Ro lne-1--J-1 ., Re Ute l3 k 97 00' Rt 9 r~R• §rl!ti !,_A" 1. OG"-. , __ / --------- I l H-I FG ~ ID' ·-: \\ 5.05 I/ 25.0 5 25. 3◄ / 25. 0 Fl \ rL FT Fl 25.30 LI Fl '--->-I dent cal Pol r,t- l~entlco I Point I ~~ IU CO• C0-1 lnl u..c I=» NO 2 SlA.1213; ' TA 121 +79.53 I oute l .. co !':7,-t-91:00 90 56 Rt OG-.. r, ---~-~ -~---C:J\ ~'l I I II "\. -, I •vtil:111 &DIC:. I .c3.18 / '\ -• t ll ., ' --"\. 2 ,,B4 FL F'l FL 122.a1 IF'l r , I -.a. T----.. -,_ , &ID ® r h INAGE SYST :M \ 2) -- '°""' OUCtD "-AN1 0 f - 50 40 30 20 ; 30 20 10 ----r-,...._ ' .© ~, ~t. 5i Rt ' ; . ' "\ ' 7 30 _/ 20 POOR OUALllY ORIGINAL Dlltl COUNfY I IIOUtl I ,o7ll' .ft.Ye, p,•~,Pl.~i!~ 12 I Ora I n I 21.l/H.5 1,1-1 1 ~ d(,,L, J,(.)IJ--1!l!lli1~ M:GISTlRID CIYl. l~UI l'~~ I-' -•m I PUNS "'"°VAL DATll • ,,. llD • .... INC,\__~ CM. ~VJ VAN 0£ll AHO ASSOCIAT[So 11101 CARTWRIGHT ROAD ~ •~1tJ'W -IRVIN[. CALIFORNIA tlT14 ( ) -l" .. ., .. GD-1 11 let H•3,00 nrrz I°"':>, UC '!~!, 3C. .,.,. __ 0G I"\. 30 --.... r,. L/ Z'I, 11 1_.....-1a• AP Ria, r I ' rr --,__._ __ -"?' 20 A ,..l-*. ~~ . ' rtf It -- \._E,cl stlno l ,• RCP 10 ,---.... D~AINA ,E SY ~TEM I 2 ) I~ l1RAH AGE PROF ILE NUHl4 • =-~1:t1 I -• "' I VERl , SCAL 1 ·-' 0 u~16 , ,. . di) TG 26.p3 GD-1 Inlet t--1---+---t---~-ll-r.si i~L-J---!--+--+-_:_-l---t--~~-~---+--+--+--t---f---ir--t--i--t--t--t--r--11-1==]==1==- STA 1; oa+ol.9~ -Rout,-n--- 97. 0 ~ t " • • • • . ., DIST I COUttT I IIOUTl I ,o'm' .fti'c, r-.J.'lsal~ l--!--t--i---._--------+----1---i----t---1---t---Jf---t---t---+---t---t--_.---l----+--+---~----.jl---l-----l---..L----~ 12 I Oro I n I 2:U/15.5 I 1i1 51,1, Ii lf(d.., •• ◄CP ✓/I.JI <,,hi ----1---1---1---,1---f---tll.-MD--Z-t----t---t----J---t---+--+--f---f---J---+--+--+---~---l---l---!. . - - . _ - - I RCCISTllllO tin. [N08Clll ~e:s~ STA 201+9]. 28 f ,....,.=-,-...-------•I • .,,. J I t--1---l---1---+---r---t----it----Jt----Jf--r-t=----t---t----l---+--+--+---4__ll!J--+----l---+---l-- - . _ - - - - t - - - + - - + - - - t - - - - - ~ - - l - l ' L _ , _ A H S ...... '""';..;.,_.;;.;OY;,;;;.IL;;_:;,DA;;.;T_,[ ___ -4\ • I ·"" - J--J--lf---~----f----t----lf----l~{';...;i)L-+--+---lr-"(i,,;:b4-__ +---~..i:id'l'l,l--+----J-.-A• dfi s+-EiH ~-t~J~l ~i'"--t---it----i---t---t---t---+---+---+---+---IVAN DELL ANO ASSOCIATES, INC. CM../'-~ TG 35.50 32 8,, TG 33 22 t c D 1 I l"'t• 11101 CARTWRIGHT ROAD if'lli.\ ---+---r----+----t--· .GCE -lola-·~•--•-_ ,&u~1,..,.•..__-1---i ill. • o -n " IRVIN£, CALIFORNIA tU14 - L-J.._,--; H"'4: · 16' 1 -=5. 28' -a .. -Yo.Ql ... eli.,._ ____ ~_.T~i k~t--t---jl---t---t---t---t---t---t--+--+--i,:.::.:.:.;=.:....;.::.:.:.=::~:...:.::.:.:.:.- ______ _J 51' 201 ♦88 60 ~TA 20H09.22 ST 202~! ,OD STA 202+79,146 ► ID i w :~s I ' ~~ ~, ~~ 9 --j t i ~ I- ... ◄ I ~ ~ ◄ 0 1 ~ I t ~ ~ a: ~ ~ a.. J ---+----+----t----1--1-Haro-qr-:z-.._ -~oiij>~ 2 t. -w-ofi,uir-.: 1• "'rrp ue=. ·tt--t---t----Jl---t---t---t---t---t--4--+--+--+--+---l----l----1---.I 9,ll!l' Lt 3,07' t 20 00' Rt 18,11' ht ---t----+----+----+---L-~--..J--1 -30,0 l•k> of ---+---+----r----+----~'---l--+---r-·t .. -ft11 trlcot---------r---r--t---t---t---t--~t----jl---,f---t---4---f--4---t---+--+---+---J..--J 40 (i Se1 Oetol 11-Condul 1--.;.;;...-4----+---+---+---+---t----1-1.-.!.115~1ot-9-6, ..... :-1---1F,1:ii-"--+----t---1---,-1 r---1---t---t---t---t---t---t---+--+--+--+---+---4----.J---.J----~4~0!.J -1 • \ Oh 30 20 10 - b.2J \28.7" 28,0 / \ @ Fl ~ ~linJ , ---+---1------f-----f---~~~-t--==r-:;:::t::.!!.=:::;: -:;=i=--\~;-~' "J-=" 64' i!.P-L tL rL --"FL " - . z"&:"T --r E>< 11-8-,,"_R_C_P-+----1----+----l----t---.J.._--,---r--"t---1r---t---t---t---t----+---4---J....!2~0~ : 7.57 FL \,i;.c;c; FL Fl ---1----+---~----+----4--=-24~•~--'-"46. AP l('-!h\Y.----t----+---+---+--·....: r:e .. iil,,.:;i• 4 ",cl 2 •. ,ll,~p--t---i----1r--ii--7--7---t---t---~---+--+--+--+--+---+----+----l-.!'02-.J p=1-:sr -;;;r.sr, --,--,--i--i--t--1--t--t---t---t--t--Jr---t--t---t---t---t--1f--+-4--l--+-+--t--1---l---l----L--L - - . OR ~INAG SYS EM ·~ 4A) L-1 --1---,--,-,--,----r---1r---t----1--1---t---t---t---t---+--t--+--f--+---~-+--lf--+--4--+---+--+ - - - L - - L - - - -,-,-t--r--t----f--t---1--1r---t---f--l---t---t--l---+-+--l--+-+-+--1----l---l--+--l--L-1-- _ I I I - t--11--;---t---l---f---t---+--+-~-t-+---+---1f--+---+--1--+---+---t--~---l---l I It i ~; -t---t---r--r--t--t--t---t--t---1-t--t-~-t--t--t--t---t--J-~f-t--t-+-~--+---t---!--l--- l i ;-==~1-=---,---,-,-,-t--r.-t--t---t--i---t---t--t--t--t--t--+-~· --1-~-+--f---l--+~1~R~A~HrA~G~EJP~R~O~F~I L~E=--~~ ... ·- , "~tl: : 1g:t1 1:. -, o -,-i--r-t--i---i----i---t--t--t--t---t--t--t-~~--1--1--+--t--+-+--t---l-~~~~-~ ._ L;e-18 ~ . a, ... 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FL } L_ , ..,._._.._..,...., ' I , • "x-OS-~c,... , • a O ft / • • • ii ' I ,IT --• r---t---,-"j:!~Lttjr<--1,..:JJa:~il"i:::.t---r--i;~jti:::;,-,-a1: ~ : ~ :~ w~ it FL ---t---+---~--tu1-ol...-~+---+---•Nrn--t----...-t.• . ~ ~ ~ - - - - - - -♦----N~ ~-t---t--t---jt----1t----1'----t----t---t---+---t--- t - - o i l , , . . , , -➔,0o1117>~;;;~1-+---+----l----l---J---- __ _, _______ +---.t=•t ~ o_. i --=-_:--1----~•,11c~=-• -~-----♦----+----~ :::~--i----i--®-b--+----+----t----+----t----+---+---+---+-'l~r'I· a,,-=-•-➔~: .. •'I;: ~t-t---t---+---+---f----t----f o o-~ ! :-• ---t ------·---1----+----t---+-----------·----,1----11---t----+----t----+--rt\+---+----+----f----+----1 - - - - 1 - - - - + - - - + - - - 4 - - - - ' - - - + - - - - t - - - - 1 - - ~ ORA NAGE SYSTI M \ 7f ) _=i...,t7----ii----i----i---t---t---+---t----+---f----f----+---+----1---t - 20 -- 10 ---1----+----+----t----t----1------------------1----i----ir--7---t---t---t---1·---t---t---+---+ - - - - + - - - - t - - - - t - - - - + - - - + - - + - - + - - + - - -- • ~ ► i m i i ~ \Ii! ◄ 0 ' I~~ i ICI • ~ I I ' ~rn rn ii I ~~ a: .a ~ I ~ I&. .; ~ I- • 130 120 110 120 110 100 . .. ... ... -----,-·-•·•·-----t--·· ----1----t----1---+---t---+--f---r-7r--r-,r--,-7 -1---1-•i.---,---,---'---i---~--l----l----l--~f---i---f---t---l---f----t---t--;1---r---r---r-- 12 I Oro I U I U.1/ZS.5 I •Sl I ft,4, -- --- ---, 110 FL .,,_____ I ~ent I co Po Int L----"' Fl ORA I ~AGE >YSTE "4 \MC~~ \_,J _ _, __ -t----t---;--- 1-- ,,,.. ,y ~1---l.---+--+--+--+--+--+--~---+--+--+--+--+--i---t--t--t--t--t--t--r--r--,---~ TC 116,68 ---l-----+----1----;--·t>S ·lnte, H=~.02' J No 4 •---1--1-Sl -23:t:25+,------,.---~,. .. ,,.(-21~1 ,J~ ---,----i---BI ~on Ave l a son Avt \. 46 oo' Lt Fe a: T◄:' _ ---{---+---t--t---r--11 U!1,.H I L -~ ✓ -latlno 54" orm Ore In ,011 MDucto "-ANS 120 110 100 0 J POOR DUALITY ORIGINAL I ! •c • Bera -i Ab<>Ye and 2 Below Op~lno 12• Min CTypl .--1---+...-RCUld Per Note 1 •c • Bera -2 Above and 2 Below Openlno Mlnlnun of 4-114 Tlea Above and 4-114 Tlea Below Openlno and on Sldea, Moxlnun Spaclno 12 • PLAN OF CORNER CONNECTION 1 • Min C Typ I Round Per Note 1 •B • Bera - 2 Above and 2 Below Opening Mlnlnun of 4-M4 Tlea Above and 4-114 Tlea Below Opening and on SldH, Moxlnun Spaclno 12• PLAN OF SIDE CONNECTION D T ·A. ·e·-·c 12· •''2' 15 .. ,, 18" s· 21· 5,,,. • 24· ,. IO 21 ,,,,. • 1115 30 • r I 33" 1· 3&· 1112' 39· 9- 42. 9- 45• 9· 48 • 9• 51" 8" 54. 8" • IO 57. 10· • 116 60" 10· 63" 10· 'f SECTION C-C 66" 11 • &9· 11 " 72• 11 • 1, ROU'ld Edge of Outlet to 3• Rodlua, 2, Reinforcement Shal I be 11,2• Clecr from the face of Concrete, 3, In Conneotlno to on E>elatlno Structure Breck out Port Iona of the E>elatlno Structure Sl,c Inch•• OUtalde lta lnteraectlon With the New Connection. Bend Enda of M4 Bera Over Connection Openlno ca Required. MONOLITHIC CONNECTION New· er hlat Pipe ... D I I I I I I I I I I I ----1 I I I I CONCRETE COLLAR NO SCALE FOR PIPES 12• TO 12• INC~USIVE NO SCALE .4 e . , -. . SECTION B-B NOTESI D 12• ,a• 24 • 36. 49• 54 • 60• 66 • 72 • 1, Where Plpea of Different Diameter• ore Joined With a Concrete Collar.Land T Shell be Thoae of the Loroer Pip~. 0 • 01 er D2 Whichever la Greater, 2, for Pipe Size Not Llated Uae Next Size Larger. 3, Omit Relnforclno on Plpea 24• and Leaa In Dlcmeter L 1 .O' 1,0' 1. O' 1. 5' 1 ,5' 1,5' 1,75' 1 ,'75' 2,0' and on All Pip•• Where Angle A la Leaa Thon 10 Deor••·· !I 4, Join Plpea at lnverta, 5. Reinforcement Shal I be Placed 1•,a• Chtcr from Outalde Dlometer of PIP•• rOII itmuc:co Pl.HG o -·--••a -----•--• --~--I l I T 4• 5• 6. a• 10• 10• 11 • 11 • 12• ~• counv -POOR O.UALITY ORIGINAL Round Bottom PUNS N'PtlOVM..OATl PAA■DN■ a■ 1.■uw.1NC. Two Ventire, Suite 550 lrvln., Collfornlo tZlll SECTION A-A +-• E>elatlno Structure 114 • 6 • DC Both Waye --$i-~--- -nl-31Jli= ~------ 0- fhM! CAP INLET DETAIL NO SCALE DRAINAGE DETAILS r11 ,,-n, D-47 I-◄ .J ffi t I- i s ◄ u I- CONCRETE CRADLE y Z1 3• MIN. SPRING LIN 12" w A & B BARS PLAN SECTION Z1-Z2-Z3 PROJECTED ON Y-Y-23 ELEV. R 3" MIN. OF SPUR NOTES T T SECTION M-M TABLE OF VALUES FOR B T 12 II 6" 15 611 18 6 II 21 6" 24 7 II 27 7 11 30 7 II 33 7 II 36 1 II 39" 7 11 TIE BARS T MINlt.UM DEPTH OF TOP ANO BOTTOM SL ABS SHALL BE & +2 • 1. VALUES FOR A, B, C, D, E, F, G, L, ELEV R ANO ELEV S SHOWN ON ORAINA~E PLANS 2. PIPE SHALL BE CRADLED IN CONCRETE EXTENDING LONGITUDINALLY TO 1' BEYOND THE LIMITS OF L. H=1/2 OUTSIDE DIAMETER OF PIPE PLUS 3" AS A MINIMUM. tRAOLE MAY BE OMITTED ON SIDE OPPOSITE LATERAL INLET WHEN CONSTRUCTED IN CONNECTION WITH EXISTING PIPE STORM DRAIN. :,. 4. 5. 6. 1. 8. 9. A AND B BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE. J•l/12 0+6" RECTANGULAR OPENING IN MAIN LINE PIPE SHALL BE CUT WITHIN LIMITS OFF, GANO L NORMAL TO PIPE SURFACE WITHOUT DAMAGING STEEL. TRANSVERSE REINFORCEMENT IN PIPE SHALL BE CUT IN CENTER OF OPENING ANO BENT TO UNIFORM DISTANCE FROM TOP AND BOTTOM OF JUNCTION STRUCTURE. OPTIONAL CONSTRUCTION: WHEN JUNCTION STRUCTURE "1 IS SPECIFIED ON DIIAINAGE PLAN, THE CONTRACTOR SHALL HAVE THE OPTION Of CONSTRUCTING JUNCTION STRUCTURE 1112, IN WHICH CASE CONSTRUCTION DATA WILL BE FURNISHED BY THE ENGINEER. REINFORCING STEEL SHALL BE 1-112• CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. STEEL SCHEDULE: A OR B BARS d5 11 3 O.C F BARS 114 11 6 O. C T E BARS-tt3 11 18 O.C. MONOLITHIC ARCH: WHEN JUNCTION STRUCTURE "1 IS SPECIFIED WITH REINFORCED MONOLITHIC ARCH STORM DRAIN, VALUED SHALL REFER TO THE CLEAR SPAN OF ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO JUNCTION STRUCTURE THE SAME AS FOR PIPE. CONCRETE CRADLE UNDER REINFORCED MONOLITHIC ARCH IS NOT REQUIRED. 10. FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED TO SPRING LINE. 11. ELEVATIONS APPLIES AT CENTER OF MAIN LINE ON PROLONGATION OF INVERT OF SPUR. JUNCTION STRUCTURE NO.1 (JS 1 l '"" 11ro11crn Pl &N1 0 1 POOR O UAL ITY ORIGINAL wl.1 A_j SECTION B-B. IJISl COUNlY IIOUll 12 Or-o IM CIVL [NGH:[11 l'l.ANS Al'PIIOYAL DAT[ IWA [NCINE[RS 11390 llrook...,.,,.at St, Suite IOO fountain Valay, CA tzlOI CONSTRUCTION OF ANCHOR FOR TRENCH WITH SLOf>ING SIDEWALLS ,e TRENCH CONST ... ~ u OPTIONAL CONS JOINT L_B SECTION A-A PIPE X SLOPE DISTANCE 111 12 1 1 /2 I 1 14' 211 16' 2 1 /2 I 1 18 311 20 ELEVATION CONCRETE PIPE ANCHORS NOTES: 1. PIPE ANCHORS REQUIRED ON ALL SLOPES OF 311 OR STEEPER. 2. ALL REINFORCING STEEL SHALL BE NUMBER 4 BARS. 3. •E • SHALL BE 8 INCHES UNLESS OTHERWISE SPECIFIED. CONCRETE PIPE ANCHORS DRAINAGE DETAILS NO SCALE D-48 r" ,., ,..,,..,-, 1r.'"'lr Al'\ i ► .. w w ~ w ◄ 0 ... ◄ .. ~ ! g ... ◄ ... ,.. IU ,, I-~ 0 b t~ c:Cf 'i ~ ?,~ F TABLE OF VALUES ELEV A TIE BAR C BARS ...I ML NI "" SPRING LIN ,,. F PLAN CD FOR 02 ORB 12 • 15 ... 18 • 21• 24 • 27 • 30• 33. 36 • 39• 42• 45-■ 48" 51-. 54 • 57• .60" .63. 66-■ 69 • 72 • 78 .... 84" 90• 9671" 102" 109• 114" 120• 126" 132" 138 • 144 • F AND T FORT 4" 4-1 /4 • 4-1 /2" 5" 5--1 /4 • 5-1 /2" 6. 6-1 /4 • 6-1 /2" r l-112 • l-3/4" 9• 8-112 • 9• 9-1 /4 • 9-112· 10· 10-1/4" 10-3/4" 11 • 11-3/4" 12-1/2" 13-1/4" 14" 15-1/2" 16 • 16-112 • 17. 17. 17-1 /2" 17-1 /2 • 18" 1 "4e18" 0,C, BOTH "" WAYS TO BE USED WHEN Dz IS 60" OR "4el8" O,C, BOTH WAYS TO BE USED WHEN B IS 60" OR MORE 1 8 • • • MORE ____ __, SECTION N1-N2-NJ PROJECTED ON M-M-NJ ... NOTES SECTION G-G 1, VALUES FOR A, 8, C, D1, D2, E, L, ELEV A, ELEV 8, ELEV RAND ELEV S ARE SHOWN ON DRAINAGE PLANS, 2, EMBEDMENT P SHALL BE 5" FOR PIPE DIAMETERS 12" TO 96" AND 8" FOR PIPE DIAMETERS 102" TO 144" 3, FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED TO SPRING LINE, 4, REINFORCING STEEL SHALL BE 1-1/2" CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN, A AND B BARS NEED NOT BE LONGER THAN THE OUTSIDE DIAGONAL WIDTH OF THE LATERAL SPUR. 6, 1. a. ELEVATIONS APPLIES AT CENTER OF MAIN LINE ON PROLONGATION OF INVERT Of SPUR, JUNCTION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXC:EPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY, LATERALS-WHERE LATERALS ENTER ON BOTH SIDES OF STRUCTURE, THEY SHALL BE DESIGNATED ON THE DRAINAGE PLAN AS RIGHT DR LEFT, FACING IN THE DIRECTION OF STATIONING, JUNCTION STRUCTURE NO. 2 (JS 2) T . "' ---------------------------- I SPUR POOR DUALITY ORIGINAL .. , • COU14l Y IIOUTl 12 Oro T3 IM VL IHCeelll P\.AICS AP'PROV&l DI.Tl 1W A Et«ilNEERS 17]90 llrookta.rat St, Suite 100 FCM.ntoln Valey, CA tZlOI I I I STAT I ON PO IN t I PLAN '-TIE~ G BARS AND G BARS NEW OR EXIST CONSTRUCTION • 4 SECTION N-M-Pl-O PROJECTED ON P-Pl-O TIE BAR F BARS NOTES 1, VALUES FOR A, B, L, LI, ELEV RAND ELEV SARE SHOWN ON DRAINAGE PLAN, 2, STATIONS SPECIFIED ON DRAINAGE PLAN APPLY AT INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL, 3, Et.13EDMENT P SHALL BE 5" FOR PIPE DIAMETERS 12" TO 96" AND 8" FOR PIPE DIAMETERS 102° TO 144°, 4, REINFORCING STEEL SHALL BE 1-1/2" CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN, W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON DRAINAGE PLAN, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE, OMIT H BARS WHEN SOFFIT OF SPUR IS 1' OR LESS BELOW SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS 1' OR ~ESS ABOVE FLOOR OF MAIN LINE, 5, STEEL SCHEDULE! DIAM. B D, £, H, G BARS F BARS 12" TO 39 • S6 "4 Cl 6" O.C, 42" TO· 84" tl6 '6116"0.c. 90" TO 144" ,n tl6 Cl 6" 0.C. Tl£ BARS-1'3 CJ 18" O.C. 6, JUNCTION STRUCTURE SHALL BE POURED t,()NOLITHIC WITH MAIN LINE STORM DRAIN OR MANHOLE. l, FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED, T 4 ... "4 BARS, 18" O,C. BOTH WAYS TO USED WHEN B IS 60" OR MORE SECTION G-G TABLE FOR 02 OR B 12" 15" 18" 21 • 24 • 2T • 30• 33. 36 • 39" 42" 45 • 48 • 51 • 54. 57" 60" 63 • 66" 69" 72" 78" 84" 90" CD OF VALUES F AND T F OR T 4. 6" 6. 6" 6" 6" 6" 8. 8" e· e· e· 8" 10· 10· 10" 10· 10· 12· 12· 12" 12· 14" 14 • • JUNCTION STRUCTURE NO. 3 (JS 3l DRAINAGE DETAILS NO SCALE D-49 FOR R(OUC(D PlANS 0 I Closs ~ I ' ~ ~ IS! ◄ D ◄ t ' ~ I ' ~t ► II ~, ~ g~ ~ t Exlsttno Storm Drain Statton Point :t Extsttno:storm Drain SECTION A-A NDTESI Beddlno of Inlet Pipe RCP or AP SECTION B-B 1, Anote A shalt be between 45• and 90" and D shalt be 24• or less. For smaller values of A and toroer values of o. use opproplote standard structure. 2. In no case shall the outside diameter of the Inlet pipe exceed one-half the Inside diameter of the main storm drain, 3. Center tine of Inlet shall be on radius of main storm drain except ...nere elevation S ts shown on project drowlnos. 4. The openlno Into the main storm drain shall be the outside diameter of the Inlet pipe plus 1" mtntnum or 3" maxlll'UIJI, 5, Alt corruoated metal pipe and flttlnos shall be ootvantzed. 6, Burn, chip, or cut end of connector pipe flush with Inner surface of mainline pipe. Round edoe of concrete pipe or reinforced concrete pipe. 1. Statton specified on drowtnos applies ot the lnteraecttori of Inside wolf of·matn storm drain and center tine of Inlet pipe. 8, Join PVC and HOPE pipes to main I lne with 6" thick Closs •A• Concrete Jacket for o distance of 12• mlnlnum from the outside diameter of the main I lne. JUNCTION STRUCTURE NO.4 n 01 POOR DUALITY ORIGINAL 12 PLAHS Al't'IIOVAL out VAN DELL AND ASSOCIATES. lllOI CARTWRIGHT ROAD IRYIN£• CALIFORNIA tZlt4 DRAINAGE DETAILS No Seate O-SO i1 .. Concrete Rings and Reducer 1,• Precoat Concrete Pipe Wi H B PLAN IShoft not shown) All Steel Reinforcement --◄a ◄·oc Station Point Lateral See Note 3 S"x2" Pipe seat ound edges of Inlets Spring llne See Note 7 SECTION A-A Elev DETAIL N PLAN All Steel Reinforcement .. 4 Cl 4 • OC Station Point IShoft not shownl H SECTION B-B CShoft not ahownl EI ev "A• Concrete Ring and Reducer H ~ MANHOLE No. 1 <MH No. 1 > rna 11rn11crn Pl 1N<; 0 POOR DUALITY ORIGINAL 01ST COUHIY IIOUU: 12 Oro 11£GIS t[RlD CIVL lltGINtlR PLANS '""'DYAL DU( VAN DELL AND ASSOCIATES, 11801 CARTlftlGHT ROAD IRVINE, CALIFORNIA 12114 NOTES 1. Height H lln Sec A-A and Sec B-81 shall be not less thon 4'-a•, but moy be Increased provided that the value of M shall be not less thon mlnlnum specified ond that the reducer shall be used, For·H Cln Sec C-CI see note ◄• 2. Length L shall be ◄' unless otherwise shown on drainage pion. 3. Shaft shall be constructed oa per Sec C-C and detail N Wltlen depth M from street grade to top of box la leas than 2'-10 1/2" for paved streets or 3'-6" for unpaved streets. ◄• Depth P moy be reduced to on absolute I lmlt of ,• Wltlen larger values of P would reduce H C In Sec C-CI to 3'-6" or leas. s. T shall be a• for values of H up to ond Including a•. T shall be 10• for values of Hover e•. 6° Unless otherwise shown, steps shall be placed 12• on centers. The lowest step shall be not m:re than 16" above the ledge ot aide of manhole floor. 7, Body of manhole shol I be poured In one contlnuoa operations, except that the Contractor shall hove the option of placing at the spring llne o construction Joint with o longltudlnol keywoy. 8. Reinforcing steel ahol I be 1',2 clear from face of concrete. 9. Floor of manhole ahol I be steel troweled to spring llne. 10. Rings, reducer and pipe for access shaft shall be seated In 112 cement mortar and neatly pointed or wiped Inside shaft. A. Monho_le frame and cover per Standard Pion BT-11 Detol I •u ◄s •. e. Step Detoll per Standard Pion 072 and 075. SECTION C-C Mox Min Paved St 11 • 91, • Unpaved St 16" ,st s•x1• Pipe seat DRAINAGE DETAILS NO SCALE D-51 • 00 of 4. No 1 Ditch 1/211 GCP Inlet SECTION A-A '1 A GCP Inlet with 36R Grote Slope Vories 5' 5' Trons ~;'s CONCRETE V-DITCH TO INLET TRANSITION . . .. . . .. .. . . + '----t--------~__._, 6 • Out)s I de DI ometer 6 • 6" 0,510utalde Olom,terl CLASS "C" CONCRETE BACKFILL DETAIL l Bl Pipe f-6" Min I -. ront Face E Wo I I R 11 l BM Pod :I . .... N Concrete Borr I er ~ !Type 25AI 0 Type 1 Retolnlno Wolle 4 ,5 op 0 Level lno Pod M4 Eoch Face SECTION 8-8 .. ... .. PLAN ES 4.5' 3.5' • . .. EP POOR DUALITY ORIGINAL C J Dl Sound Woll-Masonry Block on Concrete Barrier (Type 2lSI See Sheets SW-4, 5, 6 . . . GD-1 Inlet • A . .. . . . .• . ._ ____ __. . . . . . . .. . .. . .. GeOCORl)OSlte Drain/Woll Drolnooe System SECTION C-C DISl COlMU "°"" 12 Oro l] ?11.1..'!lj D~ ~ .t.l. Jl.~J,{_ lllCISllMO Ct'il. lllGNllJI PUNS Al'f'tlOVAL OAll VAN DELL AND ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA IZT14 L , -- D J \ l , PLAN EP 4,5' 5,5' .. . " . • GD-1 Inlet A . .. . . " .. .. .. SECTION D-0 NOTE1 1 • Re 1 nforcemsnt Sha I I Be PI aced 1 1, 2 • CI ear GD-1 INLET ADJACENT TO SOUND WALL from Outside Diameter of Pipe, ELEVATION CLASS "C" CONCRETE COLLAR AND ENCASEMENT SYSTEM 50A G0-1 INLET ADJACENT TO TYPE 1 RETAINING WALL SYSTEM 48C @)@ 0 SYSTEM 49 @) © SYSTEM SOC @) DRAINAGE DETAILS NO SCAL 0-52 111 Extend Horizontal Bora 2' Into Channel lolla Chan Relnf Extend Lonoltudlnol Bora Into Chonne1 Floor Provide~~ 6' Thick I I Bulb 6, l' Cutoff lol I Where Req'd t N A • L • A PLAN :z: 'b'Bora • a' Bora I + •4 0 I 2' ,_... •4 Bar ]' Cutoff Woll Required When Approach Channel 11 Uni lned SECTION E-E B •4 0 I 2• x2' -o• Dowe I • In WO I I • Dowels •4 o 12•~2•-o• In floor Slob Of Exlat Structure :f Cont s C. r I ,-1--,,_ ______ G . SECTION • 4 11 •4 L o 18' 2• Cir Typ - Extend Horizontal Bora 2' Into Channel Walla F L Extend Lonoltudlnol Bors Into Channel Floor J 1 G 2' C Dowels C PLAN 3' Cutoff Woll Required When Approach Channel Is Uni lned SECTION F-F •4 O 12' See SECTION H-H B-B Provide~~ 6' Thick I I Bulb 6, 0 POOR DUALITY ORIGINAL l'·O'Where Hz S 10· 2'-0'Where Hz > 10· Dowel• •4 o 12•x2·-o• In Exist Structure 4' Weep Hal H II 6' I Cu Ft Of Pervlous Moterlol th C U:;1~~=::;:U \: Bora 3' Cutoff_),_,,.~,,r- SECTION A-A Conat Joint TRANSITION STRUCTURE No 3 HO SCALE 5,ECT ION G-G •4>11'·6' LO O 24' Ctr In Wal I Woll Where ReQ'd 4' Weep Holes o 6' I Cu Ft Of Pervloua Moterlol SECTION C-C TRANSITION STRUCTURE No 4 NO SCALE 12 Oro 73 14wcH#O:cvd lllG1$ TIMD CIV&. lla«[R OVAL DUI GREINER, INC. 1241 EAST DYER ROAD, SUITE 250 SANTA ANA, CALIFORNIA 92105·5605 TABLE I Deslon H• t Reinforcement o· -4. 6' •4 0 12· Both Waye Centered In Slob 4' -6' 6' • a• Bora •5 o 24' "b' Bors •5 o 24' 6' -8' 6' 'a' Bora •5 0 12· 'b' Bora •5 0 12· Greater 10· • a• Bora •5 0 6' Thon 8' 'b' Bora •5 0 12' •Deaton 'H' Varlea Throuot,out Lenoth Of Transition Use Loroar 'H' On Short Transition• <L-15' or Lesal For Longer Tronaltlona vary Reinforcement Aa Indicated Above. Note,, I, 2, 5. 6, Provide A Construction Joint Between The Transition And lhe Storm Drain. Extend The Lonoltudlnol Relnforclno Steel Of The Transition 2' Into The Tropezoldol Channel. In Lieu Of Ploclno The Dowell Between The Transition And The Rectonoulor Storm Drain, The Lonoltudlnol Relnforclno Steel Of The Transition Structure Moy Be Extended 2' Into The Storm Drain. ~ ,H,, h, L, b, El 'A' And •B•, And •z• Sholl Be Aa Shown On The Plona. Thia Structural Detoll Moy Be Applled To Tronaltlons With Curved Bottoms And Curved Side Walla, Pipe ent>ed'nent Sholl be 5' For 96' or Iese And 8' For Over 96". TABLE 2 S Or D th REINFORCEUENT h•6"to 4' h•S' to 8' I' ·6" to 5'·6' 6" •4012· •4012' 6' -10· 6' •4o 8' •60 9' 12' 8' •so 9' •60 6' :f Sprln9 Lina SECT ION 0-0 DRAINAGE DETAILS NO SCALE D-53 FOIi IIIDUC[D PUHi O -:,;----,:----:-,----------------"-------,-----------.-----------' ,.,..,,.,., •r11r,. .. -.,.. L. __ 1 . 1 __ _.__ .... 1_..__, [A 1025 ◄0 t ! ~ ' Ii lj l C u ... ! i t I I • C, . -1--,•-11•,,· ~ . -~ :p: r-... .i.-.------.------.~ __;J_ :r:r 1 1 ;., "' GRATE ,. -101," ,., ••• '••bOr---1 boih aldea • • FRAME DETAIL- No Scot• J'-11'••· ,, .. ,, ~- ANCHOR PLACEMENT DETAIL No Scale S' -1C>'•1• • . ""lor'e Total 2 IR~lred ragordleaa of HI . • • 1 "' x J"" keyt SECTION A-A !For Pipe DICIIWtW'I leH Than ,t• I GD -1 No Scalo rlbt ~I~ • • ,la ► Fr-& 2 Type 24 GratH II I I,■. ,L i'-...otko or Curb C t "i.· off et,de of bolh lbolhd votHI otHI, For bolted votH to bolt cr poen ttw-ooda u or bora l.,.lded r tad\ wold ono nu to hold ono nut, -.. -._,_ :, • ;_. -,__ -.. ,_ Vorlabl t ' • m,c PLAN Into wot la • z to 2•-u,1,1• -to 2•-101,1• 1111111 •. SECTION A-A GD - 2 No Scale .. -1- :r -:r -I T ;.. "' .. ·-'--------------------------------------------=,~011::-:•=:DUct:::::::D~P\.:-N4S=::-----::o:---~,:- ·-,--j I I t I l POOR DUALITY ORIGINAL .. I ~ I-Type 14 Frmae & . GratH J . : I I ,_rllc- .f.l.Mi. Far orote fr-& anchcr pl-♦ dotal 11 ••• Std Plana D-ll 4' -o• 1•-1 • _vcr • •• • .. • t l-t-f SECTION B-9 her P'lpe Dlanatr1 L111 Than JI• I GD -3 No Soale PARIICIN■ D■ LIIUW, INC. Two Yenti.re, Suite 550 Irvine. Collfarnlo 12111 GENERAL NOTES 1, "H 1 I• the differ-In el.,,otlan be♦-thO outlet pipe floa llne and the tloa I lne of the votN • I, Stac>l--fklne r■41lred WWI "It" II , ..... or IMI, INtoll cine 1tac> 11't abo¥e tlocr .,_, "H" II ..-1 than l'-4" ond IHI than l'-0°, --• "H" II ..-o than 1•-0• ••IP• lhall bo .,,an,r 11>-4 ell":t Interval• fr• 11":t above flocr to within 11•:t of the tcp of thl bOIC plooe 1tec,a In wall w1ti-,t pipe apenlnge, IN lt4Sldclrd P'lan D-14 tar 1tap dotall, J, P'lpel1I ~ bo plooecl In.., wall, 4, llelnfarolno 1tNI not r941lred In wall•.,_, No4' or , .... ,. llelntarolno etNI In wal II ehal I bo 114 bol"I lll"t ~terl plooed 11,,• olecr to lnelde of bOIC, MIKII IONCIUI Iran & ltNI' Intel Typo Orate T1" ••lvit 00-1 & 00-1 14-11 110 14-IDC JH 14-105 o, 14-11• 41J 14-IJ SIi 00-J 14-11 Ill " t ••-o• or IHI •• I' •1 1 to IO' -0 • •• DRAINAGE DETAILS D-54 cu 12!32 [A 102540 I I ~► ► ~IJ IJ ~I I ~~ w 3 .. l' 1' 10' Caltrona Stondcrd Headwal J --..._ I L-24'-o• H•l.15 I • Section AA 46.91 Inv Out Sta 2+45.12 • 0 2 ] t.a• 61•11•49• t.b• 59° 18' 29 • Station Offaet BA-2 246+◄3,66 39,31R 246+34,36 60,◄:JR 246+44,89 59,21R UPPER CONFLUENCE DETAIL SYSTE~ 73EE 1' Type A Ditch 10' 1· • 1 (,..__. -· =:--~:-----( ) ~ J V-Dltctl to Trap Channel 11 f rans It I on rOII MOUC[D Pl.ANS Type A Ditch A A• 10°18'48• R• 100, 00' l• 18,00' LOWER CONFLUENCE DETAIL SYSTEM 73A OCP Inlet 2• AC Apron Type .A• DI tch 31,58 FL C FG ---1-- For ontlnu Ion_/ See irldge ~lans 12• APISI 0 C Section BB Type •A" Dlt~ -----Place 1,2• Expansion -:'\.~lfler Moterlal : __J Extend Type •1,• Ditch 6" Min Both Sides to Sprlngllne 12• AP Section CC A• 25° 12' 11 • R•. 25,00' L• 11, 00' Install Steps per Section AA DIST COUttTY IIOUTl 12 Or-a 13 11£GISTlRlD CIVL lMGM:CR PLANS APPROVAL DUl VAN DELL ANO ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92114 POOR DUALITY ORIGINAL 0 Station Off Ht Rte 13 1 1159+01, 12 ~ OS. 42'Rt 2 1159+14,30 12,24'Rt 3 1159+14, 12 105,24'Rt 4 1158+90, 13 105,86'Rt 5 1159+01,30 n12,42'Rt 6 1158+91, 22 ~09, 18'Rt 1 1158+90,22 109,36'Rt 8 1158+91,31 n12.68'Rt 9 1158+95.60 ~22,50'Rt 10 1158+99,54 n16.12'Rt 11 1159+02, 12 105,55'Rt 12 1158+91,13 105,68'Rt 1] 1158+92,10 125,21'Rt 14 1158+90, 31 112,86'Rt 15 1158+83, 22 ~09,54'Rt 16 1158+16,64 ~n.28'Rt -- r-----?-:°~~ Foottno I I Place 2• Thick I AC Apron OCP Inlet 12 • Drain Place Type A AC Dike Type •A• Ditch APRON AND DITCH CROSSING DETAIL SYSTEM 488 DRAINAGE DETAILS NO SCALE D-55 rn ,..,,,.., ► m i ~ ... 1, ◄' • I ' a~ ~R a~ ~"' UC ◄ u ... I K! "' ... ◄ D 1, ::i I ► m I T See Tobie END ELEVATION L I· l_..A w ·I PLAN Vories See Pion Rock Slcpe Protection 8" Sand Beddlno SECTION A-A System Unit Blanket Selectlon No Rock Closs Thlcknesslf ti Lenathlftl Wldthlftl 46G -Foclno 1.4 IJ 5 461 k Foclno 1.4 10 10 478 C 'I• Ton 2.7 38 9 508 q 'I◄ Ton J.O 24 8 sou 0 2 Ton 5.4 43 1 50AB b Foclno 1.4 22 9 50AC f 'I◄ Ton J.O 18 18 518 f 'I◄ Ton J.O 16 18 72 d 'I◄ Ton J.O 10 18 73A b IJ'Z Ton J.4 57 21 138 y /4 Ton J.O 28 19 7JG 0 i1z Ton J.4 ◄5 19 25 b J'◄ Ton J,0 24 18 76 b '◄ Ton J.O 18 18 ROCK SLOPE PROTECTION BLANKET SELECTION ROCK SLOPE PROTECTION DETAIL Prcposed Finished Surface 6" Min L+2' Rock Slcpe Protection IRSP Light I Cut Off Wal I L B o' ~ e ~ 2.5• SECTION B-B l Pipe SECTION C-C Elev A+o.2' Elev A+o,2' I. L... C w PLAN Ill .I 5' DITCH TO PIPE INLET TRANSITION n Pipe Ola 24" JO" 36" 42" POOR DUALITY ORIGINAL w 1 '. 8' 9' 10' 12 Oro l] rll,L .... ,.,✓.fV/41!: lllGIS Tlll[D cm. lNGMlll PLANS ll'PIIDYll Dltl AN DELL AHO ASSOCIATES, 11801 CARTWRIGHT ROAD IRVINE, CALIFORNIA 12114 .. ... ----------4 //7'·· -.... -)----------t--------~' _J_ 1 I. .. PLAN ~ ... Type 1 Retolnlno Wal I e ES EP 2' Min Elev A+o.J' GB . e..l Ditch Type per Pion Concrete Barrier~ (Type 50DI Q 4.5' 1 •• 2.5'• .. 1 •• A . .. . GD-I Inlet A . .. A . . . . .. .. .. Geoco,rposlte Drain/Woll Drolnooe System SECTION D-D GD-1 INLET ADJACENT TO TYPE 1 RETAINING WALL SYSTEM 73B @®© / l • Appl lea only to Unit© DRAINAGE DETAILS NO SCALE D-56 2.5' Min See OET A IL A _J '?"~-....._ Cutoff Wal 1 ~qJ ' 3-4 • Weep Holes Equally Spaced Laterally and Centered Vertlcolly Slope AnchOf" • 12• obove.exli!tlno Of" dealon oradel lne l'Mhlchever ls.hlQherl 5' Min A 5' Min SECTION A-A 1l+ Pipe I.D, ,, ,, ,, J! ✓,3' Min Thick Rock Slope Protection ------L-------.i•I ____ see DETAIL B fOf" relnfOf"clno steel of pipe entry PIPE ENTRANCE TO EARTH CHANNEL • BONITA CHANNEL ENTRY SAN DIEGO CREEK ENTRY NOTES: 1. Maxl111..1111 Side Slope Gradient equals 1.5 to 1 2, Provide 1.5• Steel Cover 3. Finish Exposed Surface of PCC with Wood Float A w FOR RCDt.lCtO PUNS 0 POOR DUALITY ORIGINAL 6'+ Pipe ID 1 3' ...u~-RelnfOf"clno Steel "'4Cl12 • Both Ways lln slope onchOf" olsol SECTION 8-B ...._~___, : . : . . . . ---. DETAIL A Centered In Walla and Slob 1.s• Clear ITyp> =1 16 Bora Long. 12 Oro 13 23.l/2S.S 11£GIS TllllD CIVL tHGll[[II l"L.lNS ur!IOVAL DATl VAN DELL AND ASSOCIATES. INC. 11801 CARTWRIGHT ROAD IRVINE, CALIFORNIA 12114 DETAIL 8 ~ 6" I-1' t 1. 5' . T Vor I· Var ·l SPLASH WALL DRAINAGE DETAILS NO SCALE 0-57 cu 12]]2 EA l025'40 • Trash Rock Maintenance Poth • '° Weir Detention Basin Invert Elevotlon Concrete DI tch ISee Drolnooe Plans I Heodwol 1 A L SECTION B-8 OCPI Inlet See Drolnooe Plona and Note l Detention Basin Rip Rap Slape Protection ,_ __ Inflow Pipe Overflow Pipe See Drolnooe Plon--------i ~ T"T lStondord Option Only) ...L..)_ I l I I I I I I I I I I I Maintenance Poth Corrpoat Stormwoter FI lter, See CSF Detolla Outf I ow P lpe See Drolnooe Pion PLAN GENERAL CONFIGURATION COMPOST STORMWATER FILTER NTS -,-"vr l t ! I I I I I I b..' Elev A DIST COUNTY IIOUTI \. ,,,., >< 7 • L~O 12 Bolt and Nut S • Ent>edment Heodwol I Steel rnu,;•O' Restrlctlno _ Plate j ITyp I Corrpost Stormwoter F 11 ter, See CSF Detol la 0 ,.; SECTION D-D t) 8 a: lio &· ~ 6 Min :a: 0:: Lock Hosp Bolt Molntenonce Poth C L Weir Elev Concrete Slob SECTION C-C olt I Inflow Pipe C Dia _t Steel Reatrlctlno Plate L.o PLAN TYPE CF INLET NTS Fl lter Fabric SECTION A-A FOR 111:DUC[O PI.Nff 0 2 J )( ,,. PLAN < TRASH RACK DETAIL ·--, NTS Z ISee Tobie Ill, 1 . Sheet CSF-1) , 1 Tep of overflow Weir See Drolnooe Prof I le .__ ______ _. SECTION G-G ( IN POND OPTION ONLY) See Note l 4 ot Tep of Wal I PAASOtS D£ l[UW INC, TIO V£NTUR£ SUIT[ 550 IAYINE, CALIFORNIA IZlll PLAN #5 Vert at Wal I Center I lne ITypl --F ·-·-·=o·-_J ~Inflow Pipe #4 Horlz at 12• Mox ITypl 1• Cone Wal I #4 Horlz (Typ) &• Cone #5 Vert Woll ITypJ y -✓-=-Inflow Pipe J----HJ.-1-""-l-rl"""---t ___ ~~-~~J-----~·-_·-·=o- , 4-#4_;:;r-! ~ ...... Cone Foot I no s•-o· 1•-,· SECTION E-E SECTION F-F NOTESs HEADWALL DETAIL NTS 1, Moxlnun Dlcrneter of Inflow Pipe Sholl be 24•, 2, Trash Rock Bors Sholl be Spaced at 1• O,C,, l, Structure Sholl be Bolted to Allow for Removal of Trash Rock, Mlnlnun Bolt Size Sholl be 1,1•. 4, Footing Sholl be Established on Properly Corrpocted or Corrpoct Natural Sol I, 5, A,1 I Reinforcing Bora Shol I be Grode 60, 6, Concrete Sholl Hove a Mlnlnun Ultimate Corrpreaalve Strenoth f'csl250 PSI ot 21 Days, 7, For Basin Nunt>era 1151L, 1110R, 111ll, and 1194R 1•1n pond• optlonl, weir at outlet boy wlll be used for overflow Instead of DCPI Inlet. See Section G-G, POOR DUALITY ORIGINAL r11 DRAINAGE DETAILS 0-58 • ◄" PERFORATED DRAIN Pl~ I w 1TH FILTER soc .. \ r ■ I PERFORATED • CLEANOUT I TYP DRAIN PIPE ITYPt ,..----c::, Tf l .,.._ __ OUTLET !OVERFLOW INLET FOR STANDARD OPTION ONLY! 'CSF4 1 '-/ 12 Oro 73 CSF111 TREATI.ENT SYSTEMS, IN P.O. BOK 19'90 PORTLAND, OREGON tlZI0 •• ® / OUTLET _./ STEM WALL 150] I 644-1220 () CV Tal&Nll'I lnllla, ••• 1n1 I I ~ WEIR.---. I TYP I -. •CSF2' ......_,,,, FLOW ,:------,, -"-w .. I ... I INLET STEM WALL • ;:i •;:J '------I IN LET BAY--...... SCUM~ I'-... BAFFLE " I ""~ I 4 • PERFORATE1 PIPE WITH FILTER SOCK I ,,,. ( " u . V~NER~Y ISS PATOR ITYPl ~ I/ ... -(D .. ;;-... - "'v i--i-WE IR--- I TYP I r--. .. = .. = INTER I OR STEM.....,. WALL I TYP I SCUM BAFFLE_... ... ■ J 1 I / '--"-... -) I .I 0, /~ INLET ITYPI, SEE SITE PLAN FOR LOCATION ANO SIZE. / I I SLOPE TO DRAIN © UTLET BAY V -r--SPILLWAY FOR "IN POND" OPTION SEE NOTE 11, SHEET CSF2. -Jf---¼-4-~LAP VALVE ITYPI T t OVERFLOW INLET FOR i ·-r--~--STANDARD OPTION ONLY ~ I OUTLET I jCSF._. 5 --VAR I E.__:--'-----VAR I E:s----t-- I --VAR I Es--:--+---VAR I [S ~I'S _ CELL 1 C[LL 2 CELL 3 CELL 4 ---4'--------------------L---------------1---Z--~ TABLE I -DESIGN CRITERIA STATION1 csF™ TYPE: ELEVATION A I INLET BAY FINISHED FLOORI: INLET DIAMETER ID1Nl: OUTLET DIAMETER (Dour>: FOR • I N POND " OPTION ONLY © I.E. SPILLWAY1 WALL HEIGHT IFROM A I: ANTI-FLOATATION MEASURES CYES OR NOi: TABLE I AND IV TO BE COMPLETED BY CONTRACTOR PRIOR TO CONSTRUCTION. SEE SITE PLAN, PLAN VIEW N,T,S. TABLE II -CELL DIMENSIONS csFTM TYPE CELL 1 CELL 2 CELL 3 1 6' 12' N/A 2 6' 30' N/A 4 6' 25' 25' 6 10' 25' 25' 6 1 o' 20' 25' NOTES: CELL 4 w N/A 12' -1 " N/A 12' -1" N/A 16'-2,5' NIA 24'-5,5 25' 24'-5.5 L 20' 36' 56' 60' 60' TABLE 111 OUTLET BAY LENGTH PIPE z DIAMETER 24" 4' 36" 5' 42" 5' 46 II 6' SCUM BAFFL POOR DUALITY ORIGINAL PVC PANEL SEAL wn'h SILICONE SEALANT r----<-----r-] • • ~CONCRETE WALL ~EMB'°ED PANEL GUIDE PANEL TO WALL ATTACHMENT N,T,S. ENLARGED VIEW PANEL FOR CLARITY, PANEL STIFFENERS ARE NOT -----12~"-----~ FIELD CUT NOTCH TO FIT --.__6 "x3/6" ALL THREAD 304 STAINLESS STEEL ENERGY OISSIPATOR PVC PANEL (D FOR QUANTITIES AND CONFIGURATIONS SEE TABLE VI, SHEET CSF3, ENERGY OISSIPATOR POST ATTACHMENT CTYPI @ FOR DRAIN PIPE SIZE, SPACING, AND QUANTITY SEE TABLE V, SHEET CSF2, (J) "IN POND" OPTION IS TO BE CHOSEN BY THE SITE CIVIL ENGINEER IF THE ONLY LOCATION FOR THE CSFTM IS WITHIN THE DETENTENTION POND ITSELF, OTHERWISE USE STANDARD OPTION. @ 'VERIFY OUTLET DIRECTION. SEE SITE PLAN. FOIi IICDUCl:D PUHi 0 ' I I l I HTS ENLARGED VIEW DRAINAGE DETAILS <CSF -1) D-59 • N. T. S. 18 II I 11 PANEL POST ' ' ' ' PANEL STl~flNER ' \ 6"x3/B" Alb THREAD STAINLESS Sl'{:EL \ \ DISSIPATOR I \ COMPOST PANEL POST DETAIL ENLARGED VIEW N,T,S. CONCRETE SLAB DRAIN ROCK AS SPECIFIED ROCK SCREEN SECTION VIEW .11 SECTION VIEW INTERIOR WALL ITYPl N,T,S. ICSFTM TYPE 4 SHOWNI TABLE IV -ELEVATION DATA CSFTM POINT DESCRIPTION ELEVATION TYPE 1, 2. 4 & INLET BAY FINISHED FLOOR A 6, 8 It\ FINISHED FLOOR AT OUTLET A-0,3 STEM WALL /~ TOP OF WALL ISEE NOTE 71 A+4,3 If\. TOP OF WALL ISEE NOTE Bl A+-4.0 & I.E. INLET PIPE At-0. 5 & t.E. OUTLET PIPE A-0,3- ( D OUT..:o INI & TOP OF BAFFLE & POST A+J,.6 II\ TOP OF BAFFLE & POST A+J,5 J 1\ TOP OF BAFFLE & POST A+3,2 4, 6, 8 / "-TOP OF BAFFLE & POST A+3,4 8 /1 ~ TOP OF BAFFLE & POST A+3,3 rOII IIIOUCXO 1'1.NIS J , I I SUE, ORAi N OUlLET WITH FLl)P VALVE II f co.JffY IIDUfl NU 12 Oro 73 PUHi M'NINM. °"" CSFn1 TREAH,ENT SYSTEMS. IN P,O, BOX IU90 PORTLAND, OREGON 11110 150) I '44-IUO C) n, ••-1n111•, IIC, INI TABLE V -UNDERDRAINS CSFTM DRAIN PIPE NUMBER OF GRAVEL DEPTH OF TYPE DIAMETER DRAIN PIPES THICKNESS COt.f>OS T 1 4• 6 6. ,a• 2 4• 6 6. 18" 4 4 II ·e 6. u• i-----Z CALCULATEC ELEVATION 6 6" B e• 16 II 8 6. 8 e• 16" UNDERDRAINS TO BE EQUALLY SPACED, ' NOTES: -~ © FOR CLARITY, FIRST WEIR AND BAFFLE ARE NOT SHOWN, (l) ASSEMBLE WEIRS, BAFFLES, POSTS AND PANELS PER MANUFACTURER'S INSTRUCTIONS. SEAL ALL JOINTS WITH SILICON SEALANT, Q) LEVEL WEIR WITH LEVELING BOLTS. © FILTER FABRIC SHALL EXTEND s• ABOVE THE BASE OF THE COMPOST ON ALL FOUR SIDES, FASTEN FABRIC TO WALLS WITH TAPE PRIOR TO FILLING WITH COMPOST, © DIN a INLET DIAMETER a 19• OR 24". ® © ® © D OUT = DIAMETER OUT = 48 • MAXIMUM. FOR •1N POND" OPTION~ s IA+B,31 MAXIMUM, FOR •1N POND" OPTION & a IA+B.Ol MAXIMUM. PROVIDE POSITIVE DRAINAGE TO DISCHARGE POINT, DRAIN SHOWN IS FOR STANDARD csF™ (NON-"IN POND" OPTION), "IN POND" OPTION ANTI-FLOATATION MEASURES ARE TO BE DESIGNED BY THE SITE CIVIL ENGINEER, @ SHAPE OUTLET BAY BOTTOM WITH TROWEL FINISH TO INSURE NO STANDING WATER, (D FOR "IN POND" OPTION SET SPILLWAY ELEVATION TO ACCOMMODATE 0,5' OF FREEBOARD BELOW THE TOP OF WALL AT FULL FLOW CONDITIONS, MINIMUM ELEVATION OF SPILLWAY SHALL BE A+-4.0 FEET, TO DETERMINE WEIR HEAD USE THE FOLLOWING EQUATIONS AND COEFFICIENTSt a= CxWxH1,5 NOTEt LETTERS USED IN THIS EQUATION APPLY ONLY TO NOTE 11 ANO ARE NOT TO BE USED IN W = FILTER WIDTH OTHER TABLES SHOWN IN THESE DRAWINGS, H = HEAD ON WEIR IFTI C = A FUNCTION OF H BASED ON THE TABLE BELOWt H 1,0 1. 1,8 2.0 C 3,143,2 3,323,3 lBRATER ANO KING, 19831 TYPICAL ELEVATION OF ACCESS ROAD FOR •1N PONO• OPTION. TYPICAL ELEVATION OF ACCESS ROAD FOR STANDARD csr™ INON-"IN POND" OPTIONl, TYPICAL ELEVATION FOR BOTTOM OF DETENTION POND FOR "IN POND" OPTION. I WEIR INVERT 0,5' BELOW TOP OF BAFFLE AND POST lTYPI, DRAINAGE DETAILS <CSF'2) D-60· JI I G CSF™ TYPE 1 csF™ TYPE 2 csF™ TYPE 4 ~ I G FLDI - LOCATION OF PLASTI-FAB FLOW KIT COMPONETS -PLAN VIEW N. T. S. '°" 111:DUCrD Pl.NII CSF™ TYPE 6 5 csF™ TYPE e D POOR O UAL ITY ORIGINAL llf ClllMTY IIIIUfl 12 Oro 73 CSF II TREAHENT P,O, BOX 19190 PORTLAND, OREGON SYSTEMS, 91210 I SOJ I 6◄4-8220 C) n, IMIMll1 Ulrt,a, 1111:, IMI TABLE VI -FLOW KIT MATERIAL LIST DESCRIPTION: 11-'LA~llf-Alj tlun l'dlT {AJ 46 IN. WE IR ~ 46 IN. PANEL STIFFNER @ PANEL POS r @ PANEL POST @ PANEL POST (>4) PANEL POST @ PANEL POST 1 48 IN, PVC PANEL z) 48 IN, PVC PANEL JJ 48 IN. PVC PANEL j4 48 IN. PVC PANEL t 5) 48 IN. PVC PANEL &) 48 IN. PVC PANEL :1)"48 IN. PVC PANEL 1) 48 IN. PVC PANEL , ◄8 IN. PVC PANEL 1 48 IN. PVC PANEL l(c) 12 IN, SCUM BAFFLE 912 IN. ENERGY OISSIPATOR ,z 12 IN. ENERGY DISSIPATOR I' 12 IN. ENERGY DISSIPATOR , 1 EMBEDDED PANEL GUIDE , z EMBEDDED PANEL GUIDE , J EMBEDDED PANEL GU IDE !j) EMBEDDED PANEL GUIDE , 5) EMBEDDED PANEL GUIDE QTY -CSP M TYPE DIMENSION't--....-....--.--~-1 2 4 6 8 STANDARD 3 3 8 12 15 STANDARD 12 1. 24 36 ◄5 31. 2 IN. 2 2 3 4 5 30. 6 IN. 2 2 3 4 5 30.0 IN, 2 2 3 4 5 30.0 IN. 0 0 3 4 5 30,0 IN. 0 0 0 0 5 13. 2 IN. 1 1 2 3 3 20, 2 IN. 2 2 2 3 3 12.6 IN. 1 1 2 3 3 19,6 IN. 2 2 2 3 3 12. 0 IN, 1 1 2 3 3 19,0 IN. 2 2 2 3 3 12.0 IN. 0 . 0 2 3 3 19,0 IN, 0 0 2 3 3 12.0 IN. 0 0 0 0 3 19.0 IN. 0 0 0 0 3 STANDARD 3 3 8 12 15 5 FT. 2 2 0 0 0 9 FT. 0 0 3 0 0 13 FT. 0 0 0 3 4 44. 4 IN. 2 2 2 2 2. 42.0 IN, 2 2 2 2 2 34. 8 IN, 2 2 2 2 2 0 0 2 2 2 37.2 IN, 0 0 0. 0 2 •MISC. STAINLESS STEEL HARDWARE INCLUDED, DRAINAGE DETAILS <CSF 3) 0-61 r, t , "".,.., • 3/4" CHAMFER BOTH SIDES ITYPI ot- -r---i~i-:1 _[ 2 • CLR. -, BAR b BARS a . . H . . . . . . ' ~ • . • . . . • . • . • . . . . . CROSS SECTION -REBAR DETAIL N,T.S. 3. 5 • 3. S" POST SPACING ANO UNOERDRAIH ·BLOCKOUT N. T .s. csF™ TYPE 1 & 2 ---3.5" -i-3,5" ---- 46 II 46" 6" 1 ~. j_ _j_ -- -5' 5' I (') () () () 6" J --12R - .• .• . . . . . .• llf CCUlfY ilolM NOTES: 12 Ora 73 CD ® <D STRUCTURAL DETAILS SHOWN ARE BASED UPON LEVEL WALL BACKFILLS~~--.:!~-----------:;i~~~:._.1.-~ AND "H-20" CONSTRUCTION VEHICLE SURCHARGE LOADING ONLY. ALL CONCRETE USED SHALL BE PORTLAND CEMENT CONCRETE WITH ~, ... ~ MINIMUM COMPRESSIVE STRENGTH= 3500 PSI. POUR SLAB AGAINST ACCEPTABLE UNDISTURBED SOIL OR AGAINST COMPACTED STRUCTURAL FILL MATERIAL COMPACTED AS SPECIFIED. AROUND ALL INLET AND OUTLET PIPES. H B T D ICLR. I bar 0 6" a• 3" tl◄C112" • t6C18 • 9 '-6" ,z· 1-4. 8 fft" tti,(11.5 • CSF TREATMENT SYSTEMS. ,.o. eox tuto PORTLAND• DR[Glllt llllO ISOJI 144-tUO C) a, n1anut 111n,a, ••• INI POOR OUALrrr ORIGINAL b~ bar b<f bar 0 •• lt-4C112 " 114Cl12" IMC112" ..... , 2 • ----------,.. TOP OF WALL ·••• •...... / •tN POND• OPTION ---·46 11'----t t---..... 6 ..__ __ 1-----.116 ------46 'L • .. •••••. &-BAR b .. t-------------a, POST SPACING ANO UNDERDRAIH BLOCKOUT N.T.s. csF™ TYPE 4 i--3.5" -i--3,5" 'r3.s" .... - ' . 46 ,, .6 • 46" --5' 5' () () () () i--12 R --,~ 24" - 2! " I I SUB DRAIN OUTLET : I WI TH FLAP VALVE I I ----VARIE---- BAR o VA IES BAR b SEE TABLE Ill• SHEET CSF1, SEE@ FOR REBAR CLEARANCES. OUTLET BAY -REBAR DETAIL N.T.s. POST SPACING AND UNDERORAIN BLOCKOUT DRAINAGE DETAILS <CSf 4) D-62 N,T,S, csF™ TYPE 6 &8 I ' EMBEDDED PANEL GUIDE CTYP)~ SEE DETAIL ~ D REBAR ~ SEE DETAIL~ INLET STEM WALL N,T.S, EMBEDDED PANEL GUIDE CTYPI@ SEE DETAIL CSF1 •.· ,· PANEL POST .. •. ~- .. , .;: REBAR ~ SEE DETAIL~ / NOTES: Q) SEE SHEET CSF4 FOR EXACT CONFIGURATION OF POST SPACING. ® REBAR SCHEDULE SEE SHEET CSF4. @ SEE DETAIL A, SHEET CSF4 FOR STANDARD REBAR CLEARANCES. (9 OUTLET BAY SLAB NOT SHOWN FOR CLARITY. SEE DETAIL D, SHEET CSF4. @ Wx2' ROCK SCREEN AS SPECIFIED FOR UPSTREAM SIDE OF OUTLET STEM WALL ONLY. _j_ 1/2" WIDE x) 11 DEEP PANEL NOTCH 2" CLR, 12 Oro 73 CSF II TREATMENT SYSTEMS, P.O. BOK 19]90 PORTLAND, OAECOH IT210 I 50] I 644-1220 POOR O UAL ITY ORIGINAL INTERIOR OR OUTLET STEM WALL, STEM WALL -FULL DEPTH CORNER JOINT DETAIL-TOP VIEW N.T.S. 1 /2" WIDE x 1 1 PANEL NOTCH 6" N, T.S, PANEL POST 2" CLR. 2" CLR, ----8 "'-----i I BAR e BEND REINFORCING STEEL AROUND EMBEDDED POSTS AS REQUIRED, d u;.....>..Lo......_.,,..........__~~..._~......i,µ:...,~~.i.....i......:.........:..1@ ~ ,. '-BAR b ·s ·f \. BAR a OUTLET AND INTERIOR STEM WALL N. T.S, STEM WALL AT UNDERDRAIN BLOCKOUT N,T.S. ,011 ll(DUCQ) Pl.Nd 0 ... -..... , ••• ,..., • •• "' .,,....,..~ I. I 2 J I --'· -I __ j___ I BAR e PANEL POST DETAIL-TOP VIEW N,T.s. DRAINAGE DETAILS <CSF5) • D-63 CU 12332 EA 102540 ◄ u .. i-. i-. 2' No 3 DI PROFILE FLAP GATE INSTALLATION SYSTEM 25@ ◄9.55 T of Ditch 3 ◄8,00 FS 2'HX4'W RCB A ui 7 ◄9,50 I FS I I I I I I ◄9.00 9 FS \ ~ ◄9.50 5 6" Thick, 2' Dee';:f • FS I Cutoff Wo 11 wl th A ◄9.50 a FS ◄"x◄·-w ◄xw◄ w.w.F. l; > { 1 • --r-: ;I . HOWL • . . . . . . . .. FTG SECTION B-B 2'H X ◄'W RCB eM 9 12·oc u~ 4•-•· ◄ EA • ◄ eM LQl}O • 12 "DC 16 Min) 2 EA • ◄ n 2' ... ~•x ◄•-w◄xw◄ w.w.r. ld SECTION A-A DIS t COlMfY IIOUTl 12 Oro n 111,L .--Jf.J/d IIICIStlMD Cl'A. lNCIIHlPI PUNS ~DYAL Dltl VAN DELL ANO ASSOCIATES, 11101 CARTWRIGHT ROAD IRYINE, CALIFORNIA tZll ◄ POOR DUALITY ORIGINAL 0 STATION OF"FSET RALF US-I I 119+65, 19 50. 91' Rt 2 119+65,31 ◄11,91' Rt ] I 19+65, ◄3 ◄1.00· Rt ◄ 119+64,35 ◄6,95' Rt 5 119+69,◄0 51.◄2' Rt 6 119+69. 6◄ ◄9,◄3' Rt 1 I 79+69. 118 47.◄4' Rt II 119+11.57 51,64' Rt 9 119+71,111 ◄9,65' Rt 10 119+72,04 ◄l,66' Rt 11 I 19+70,96 ◄l ,55' Rt DRAINAGE DETAILS NO SCALE 0-64 J' -o· • -Modified Depressed Apron /"C: l I t r -1 -~ L lmlt of Type B Drain Removal 121. 85 TC I 21, 71 TC Break Existing Concrete Woll Existing Vertlcol Steel to be Reused I L 1ml ts of Removal f.:::::??l I L--: .. ..-...::..::. I a,~,--.._ t__ t ) ____ . DETAIL A 12 Oro 2].l/25.5 lllGISTllllD C1V1. [NGNUI l'\.ANS """'°VAL DAT[ AN DELL AND ASSOCIATES, INC, 11101 CARTlftlGHT ROAD IRVIHE, CALIFORNIA 92114 POOR DUALITY ORIGINAL ~-1 rExl•t Type Ii Drain Reconstructed Top Slob Basin/ Stotlonlno 11'49L/ WMR 1151L/ MB-4 1156R/ SR-U 1110R/ U2-b 11UL/ SR-U 1194R/ SR-ll I 2•-0•1 2•-0· 1 • I I I <Aa3&.s• DITCH CONFLUENCE DETAIL (i) SYSTEM 4A COMPOST STORMWATER FILTER STATION OFFSETS Pt 1 Pt 2 Pt 3 Station 41+35,55 41+35,66 41+8l,55 Offset 10,25R 2].33R 9.66R Station 449+36, 45 449+31 .01 449+83,88 Offset 35,97R 22,56R 36,93R Station 1151+31,04 1151+43,08 1158+-06.38 Offset 140, 16R 164,95R 12:S,88R Station 489+42,54 489+43,5] 489+98,51 Offset l5,89R 58,39R 84. 1)5R Station 1183+38,]6 1183+41, 12 1183+51,69 Offset 110, 28L 142,48L 111 ,89L Station 1191+00,94 1191+16,10 1191 -t-19,51 Offset 300,80R :S06,19R 238 ,OOR WMR • West Maintenance Rood See Detol I A Pt 4 41+81.66 22,94R 449+83,90 23,51R 1158+12,84 148,51R 490+01, 31 66,81R 1183+55,04 144,09L 1191+34,99 24:S.49R FOIi R[l)UC[O l"l.ANS O a s -~,,-·-.. ··-·"'· ' . L. I--' Existing Type OL Inlet --------- Remove Existing Concrete Box 2ft Below Suborode. Demolish Exist Invert I Abandon In Plocel -t---------- Plug Existing Pipe Enda ond Abandon l Existing Elev SYSTEM 748 EXISTING INLET DETAIL RCP or AP Vories 8" Brick and Mortar Seal BRICK AND MORTAR SEAL • DRAINAGE DETAILS NO SCALE D-65 CU 12332 EA 1025 ◄0 a ► ~ ID I r ~ ~ ◄ D I-1, ◄ ' >-~ ' St >-al ~I ~ ~~ ~ t1 I- L. _____ L Lr T+◄" or r2 I See Note 3 I J ____ _ I I Cut Exlstlno Pipe T+◄" or T1 Sae Note 3 . ... PLAN T1 ~ . . . A-A RC Box _r-Tz 1 MODIFIED TRANSITION STRUCTURE NO 1 NOTES: . 1. Volua of L. shal I be as shown on the Transl t Ion Structure Data II for System l3G. 2. Ralnforclno steal bar sizes, spoclno, pattern ond cover over the steel shall be as follows: Box to Pipe -That of box section. lha bar lenoths shall vary unlformly throuQhout the transition. 3. The concrete thickness shall be as follows1 SECTION B-B Box to Pipe -That of box section unless the wall thickness of the pipe plus 4 Inches Is oreater. In Yehlch case the concrete thickness shall vory unlformly from that of the box section to that of the pipe wall plus 4 Inches. 4. The Interior surface shall be smooth and vary unlfomly between the two odJolnlno sections. s. At pipe Juncture. errbedment P shall be 5 Inches for pipe sizes of 96 Inches or less. and B Inches for pipe sizes over 96 Inches 6. Keyed construction Joints of the aome dimensions as those of the box section may be carried throuoh the transition structure at the controctors option. Sea Section B-B. l. The transition structure shall be constructed In accordance with the oeneral structural notes opptylno to box culverts shown on the Standard Plans. a. Extend axlstlno rebor from reinforced concrete pipe Into transition structure. B Inches mlnlnum. on o.s· ZI OISf COUNTY IIOUTI: 12 0.-0 11£QIST[Rl0 CIVl. lNGMlll Pl.ANS Al'l'IIOVAL DUI VAN DELL ANO ASSOCIATES. 11101 CARTWRIGHT ROAD IRVINE. CALIFORNIA tZl14 POOR DUALITY ORl61NAL 0 STATION Off SET MACARTHUR BLVD I 179+95. ll 2 179+93,86 3 179+92.19 (41,591 2 fl ]l.99' Rt 44.82' Rt 48. 41' Rt Modified Transition Structure Ho 2'H ,c '4'W RCB 2' 2' o.s· DRAJNAGE DETAILS HO SCALE D-66 ·------·--------------------------;.-r~,. . .;.,,.r'j,,.;;'j,,.~,-rrni'.PPIIAA;j:M~l----;;n;----~---;1:0---;-,-------------------- - - - - - - r - - - - - - - - - . . . - - , r - - - - - - - - - , . ; , _ _ J > ! ' > -... ◄ ... . I~; 0 l . -~ ; I!~~ ,~ .. ·Ill ~ ... :J•• ~"' : ... , ... er, C:' r_: ..... ,. Notes: 1 I For-Detolla Not Shown on Plona See Standard Plona. 21 Rotate Platform Openlno 180° from Stepa Above, Unleaa Otherwlae Specified CL ES 31 Welda to be HELi-ARC per AWS Spece. 41 The Manhole Precoat Sectlona Sholl be Arranged In Oirder of Lonoer to Shorter from Bottom to Top wl th the Exception of the Section Containing Loterola and the Eccentric Cones. I GD-1 Inlet (Modlfledl I SI All PCC In Manhole Structurea shall be Closs •A• with Type II Modified or Type V cement. 61 Alumlnum Ano•• and Tubing to be Designation 6063-TS or Approved Equivalent. l I For Mod Manhole Ho 2 Lesa than 20' HIOh no Londlno Required. 81 [Xpan<Jed Alumlnum Sholl Be Type SOOS Welohlno no leaa thon 4 Pounds per Square Foot Rim er Prof I le 48" Eccentric Cone -~•---t Manhole Shaft 12• Step Spacing Typ See Detol I See Detol I )( j 0 N I C :I N .---..a,:•,1----f-.,l;l...., j_ .. 3' J: . ~ •. . ,. ... .. .. . . Weld to Fron.,. oc Riser f'lpe .. • . . 4' DETAIL C Section 2•x2•x1,4 Aluminum Angle Weld ITypl Expanded Alumlnum Mesh 2 •x3 •x•,,• A I uml num Tube 3,1• 55 Anchor Bol ta .__ , 18 • oc , 3 • from Ends 3• Min Deep .__ -RI aer PI pe Wo I I DETAIL B . <j> N • ·.: . 2 •x3 •x1,,• A I uml num lube -~4-\.---t . . • ... : • .. .. .. ' . FL er Prof I le 2•x2"x1,4 Alumlnun Angle Bent to FI t Expanded Alumlnum Meah-.::::-=-::::::_--....._-..:.~- DETAIL A FOIi ll[DUCCD Pl.AH$ 0 -·-•• .... .. I -~ n Cl. C . 0 I . ... ' I ES 05·----- s I ( .. -_ _) ---------- t6 Bors 6" DC Each Woy DETAIL C Pion 0 Station Offset Rte 13 1 1194+81, BT 101,32'Rt 2 119'1+92,01 101,32'Rt ,. 4§. "I • • .. .. ..: ': .. .. .. • ~ • .. •· SECTION A-A POOR OUAlllY ORIGINAL 12 Oro n U.T/25,5 for GD-1 ltllO CM. [MCK[II PUNS Al'f'flOVAL DAT[ VAN DELL AHO ASSOCIATES, INC 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA 12114 ES [ 1--------1.\ See Detal I C ~ -. Inlet (Modified) '-'~~··:_.·!IL:_-_-_-_-_-__ '-'-'-' •, Precaat Concrete Sections per ASTM C 418 See Detal I a See Detol I A Rotote PI otform Openlno 90" From .. .. .. Steps Above ~ __ A __ _ • ·,.. ... ·• .. 8 • • .. _: • • 7 • . _ . .__ ___ ......... __ ...__ •· ... o es Smooth Transition Monhol e "1 I Modi f I ed I 12" Typlcol Step Spoclno a, "' . "' N e· -N MANHOLE STRUCTURE DETAIL SYSTEMSOAB DRAINAGE DETAILS N9 SCALE D-67 CIJ 17:112 El 102540 ,, ' • ~. ; i . • i-. Splash Wal I See Sheet 0-57 for Detol I Var 10' 6" Thick, 2' Deep Cutoff Wal I A INLET STRUCTURE SYSTEM 7~0 Dowel Into Headwall "4 Bors 18" DC Each Woy RAt.f> MB-8 RT ES GUTTER ADJACENT TO BARRIER SYSTEM 738 @ SECTION A-A .... r Coltrons Std Headwall SECTION C-C 'Ofl AlOUClD l'l.ANS 10' e7 10' ' • , :1: ,. \ICut~ff r l' ·1 Lf 6" POOR O UAL ,ry ORIGINAL DIS1 C<Uf1Y IIOUTI 12 Oro 73 MGIS 1ER£D CIYL I.HGl'alll l'LANS Al'PROVAL DUI AN DELL AHO ASSOCIATES. 11801 CARTWRIGHT ROAD IRVINE• CALIFORNIA 1Zll4 SECTION B-B Wal I limit 3" PVC Pipe 3• 7 2 CF of Grovel• Each Weep Hole llyp) In o Burlap Sock <Securely Tied) Attach Galvanized Wire Mesh to 3 -PVC P lpe Weep Hole Detol I TYPE A DITCH WITH LOCAL DEPRESSION AND CUTOFF WALL 0 SYSTEM 730 Remove Culvert as Necessor~/ Construct Bulkhead Br lck & Mortar • / / RAMP MB-3 360 Sand Bockflll ~/ /': EKlatlno Culvert/ / To Be Abandoned / / 2 , ) I 1f2!.L I Pion See Sheet 0-3 EXIST 2 12X10 CULVERT DETAIL DRAINAGE DETAILS NO SCALE 0-68 FA IO:>'i40 I I 1, Min i1 .. ' ~ ... ,;. ◄ § ... I ~~ , o-~~ I ~ ft ~ i: 6 "x6 • - W3xW3 Welded Wire Fabric NO 1 DITCH 1' I I i 1 • i Min I + 2'Mln 3' TYPE "A II DITCH or t-6" NO 2 DITCH 5,5' I 1 • i 1' i Min i Min i i + 1,5'Mln • 2,5' TYPE IIB II DITCH h"'1 ,25' Unless Specified on Drolnooe Pion • See Tobie Below For Dlrrenslons And Relnfa·cerrent CHANNEL LININGS Ditch Type System Sta to Sta Thickness Relnforcerrent Side Bottom 2 461 343+91 to 344+43 5 -"4 Bors at 12" and 18" centers 2 49 1112 t{,4 to 1112+91 3,5 -6"x6" -W3xW3 Welded Wire Fabric A 130 145t15 to 145+10 6 l "3 Bors at 12" centers both ways 2 130 145 •TO to 146+22 6 -"3 Bors at 12" centers both ways 2 130 146•22 to 141-tf,T 5 -"4 Bors at 12" and 18" centers 2 l3F 14Ttt,T to 150+11 3,5 -6"x6" -W3xW3 Welded Wire Fabric 2 l3F 150+TT to 152+29 6 -"3 Bors at 12" centers both ways 8 l3F 152+29 to 154+15 3 4 6"x6" -W3xW3 Welded Wire Fabric 8 nee 5+19 to 4+30 6 T "3 Bors ot 12" centers both ways 8 nee 4+30 to 1 +9l. 4 5 "4 Bors at 12" and 18" centers A nee 1 +88 to 1+19 4 5 "4 Bors at 12" and 18" centers A nEE 1004 to 13+84 6 T "3 Bors at 12" centers bath ways A nEE 13+84 to 9+T0 3 4 6"x6" -W3xW3 Welded.Wire Fabric A nu 7+48 to 7+18 4 5 "4 Bors at 12" and 18" centers A nu 7+18 to 1 +22 l 4 6"x6" -WlxWl Welded Wire Fabric " n 0151 COUNTY IIOUtl POOR O UAL ITY ORIGINAL 12 Oro Tl 11[J.. ..,U.Yw/ ll[CIS T[R[O CIVIL [MGH:[11 2• I 2· •·7 ITT r•· I l'\.AMS APPROVAL DU[ VAN DELL AND ASSOCIATES, 17801 CARTWfflGHT ROAD IRVIHE, CALIFORNIA 92714 i 3. 5" 6"x6" -W3xW3 Welded Wire Fabric NO 3 DITCH n n 6" 3• 6 "x 6 • - W3 x W3 Welded Wire Fabric NO 4 DITCH • DRAINAGE DETAILS NO SCALE D-69 .. C 14 _.; a: .. ~ t 19 ~ a.. f u ◄'-o" 10'-0" MIN 1 '-6 • oc TYPE A DRAIN NO SCALE Sand Bockf 111 - EKlatlno Culvert To Be Abond L I ml t of Reroovo I Construct Bulkhead Br I ck and Mort or NOTE t See Sheet D-2 for PI on Sand Bockf 111 EKlstlno Culvert To Be Abandoned vol lkheod tor EXISTING DOUBLE 12'X1O' CULVERT DETAIL rM R[llUC[O l'\.ANS 0 POOR O UAL ITY ORIGINAL PLACE 2 -113 OARS AROUND OPENING 2" CLEAR FROM PIPE 3' -o· ' x------x , ' OPENING REINF DETAIL NO SCALE . N - 3'-0" . N + 0 ti] BAR!, Cl 18 • OC SECTION A-A MGIS TllWI C1Y1. INGIHllll PUNS Al'PIIOV&&. DATI VAN DELL AND ASSOCIATES. 17101 CARTWRIGHT ROAD IRVINEo CALIFORNIA 1Zl14 E ADDITIONAL ti] BARS E 0+12" EXCEEDS 30" >< I • 0 ., 0 SEE OPENING REINF DETAIL ~ 1 "" or cut ---------7~j } __ L __ _ ,,,,-_.. I I D I s T ANCE SHOWN ON , / --D 11 IMPROVEt.ENT PLAN ANGLE IF REQUIRED TO --TYPE A DRAIN CLEAR TOP OF CUT ~, TYPE A DRAIN ..!hML TYPE A DRAIN DOWNDRAIN NO SCALE DRAINAGE DETAILS No Scale 0-70 Remove Exlstlno 1e• RCP----c::::~ as Necessary Construct Bulkhead Brick and Mortar LEGENP1 Sand eackf 111 Exlatlno 79• RCP to be Abandoned m Denotes Closs 100 IModl Vertlcol PIie , Denotes 1:l Closs 100 IModl Battered PIie JiSll§., Pion See Sheet D-9 REMOVAL DETAIL FOR EXISTING fa" RCP ll FOR A[DUC[D Pl.ANS 0 2 I Flow - 24• RCP on luence STA 1+82,26 Drolnooe System 7388• STA 858+40.35 RAMP MB-8 i 44.22' Lt Type A Ditch A 12 Or-a n 23.7/25.5 plL .... ,/(.yd lllGIS UR£0 CIYI. [NGIHE[R l'LANS APPROVAL DAT[ VAN DELL AND ASSOCIATES, INC. 11801 CARTWRIGHT ROAD IRVIHE, CALIFORNIA 92114 POOR O DALI TY ORIGINAL NOTES: PLAN e..J SECTION A-A SYSTEM 73C 1. Entry Connect I on Sha 11 be Monollthlcolly Poured with Type A DI tch. 2. Cut Normal Ditch Reinforcement to Maintain 2" Cover. SECTION B-B DRAINAGE DETAILS. NO SCALE 0-71 FA f();>",4() GCP INLET WITH 0.5' FLOW LINE, I ------1 .. -.. _L_ -----.... SECTION A-A Q.75' --- TYPE "A" DRAIN TO GCP INLET DRAINAGE SYSTEM 71A NO 1 DITCH 2.5' 20' TRANSITION TYPICAL BOTH ENOS OF DRIVEWAY DITCH EDGE BIKE TRAIL "A" NOTE: See D-14 fa-Pion TYPE "A" DRAIN O. 5 • FL OW LI NE __ _L_L __ 50' DRIVEABLE DITCH • u ◄m . 0 -.... ·o ~ ~<:t ,... I) :r. ◄ ·-I-m vi DRIVEABLE DITCH AT BIKE TRAIL •A" JS 01 02 System Unit Type I In) 1 lnl 2 00 2 24 24 4C bb 4 78 40 dd 4 78 46S Q J 46T Q 4 60 SOE e 2 24 24 SOF Q 2 24 24 71 C 4 60 71A C 4 60 77B 00 4 78 MCAJ 00 4 54 B A C E F L LI Elev Elev Elev Elev 1 lnl I ft I (ft) 1 lnl I ft I I ft I A B R s 18 81 • J 1 'OJ" 4 2.9 s.2s 4 22.84 22.82 23.11 22.8J 24 a1•14•59• 4 2.9 s.2s 4 22.84 22.82 22.85 22.8J 24 90° 16.09 24 90° 15.45 24 go• 6.00 10 6 29.17 29.50 24 a2•J6'00· 40.12 24 Js•29'0J" 6.5 4.5 5.25 1 JJ.89 JJ. 47 34.02 JJ.62 24 21· 51 '00" 7.6 s.8 s.2s 8.2 11. 55 11.11 11. 36 11.28 18 47•30'00• 47.13 18 77• 42'00" 43.96 24 90° 13.70 18 34°59'18" 100.9• JUNCTION STRUCTURE DATA NO 2 D TCH I U4~18" Both Ways 10' TRANS IT I ON MAN • 0\ 4.5' SECTION 8-8 ORIVEABLE D TCH ------------------19. F 19'Lt STA 344+11 RAt.f> t.13-J l t10' 16.8 F DRIVEABLE DITCH AT SYSTEM 461 DIST COUHY ROUT( 12 Oro 73 R[GISTlR(O CIVL [HC9«lR l'LAHS -"PIIOVAL OATl VAN DELL AND ASSOCIATES. 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92114 POOR DUALITY ORIGINAL 10' ---~---- SLOPE DRAINAGE DETAILS NO SCALE D-72 ; •--j a: ~ t ~ i ~ . " ~ ... __________________________________ ,,-- ---------:::---BIKE TRAlL"B' ----------------------------- B )( ){ 30' I RAMP UN-US 5 --....... , 20 ' >< FOIi R[OUC[O PLANS 2 , / ,,/ ------- / I I I / I I I I POOR O UAL ITY ORIGINAL I I I I I I I I I I I I I I ' I \/ ) . , \ I I '\iW \ I . i i i i / / /y-0 I • / / I / .J ·"' .-----·-·1 RSP Limit■ RAMP JR-4 12 Oro n R[GISTlR[O CIVI. [ltGIN[[II PLANS APPROVAL OU[ VAN DELL AND ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92114 Point ti Sto IUN-US I '11 ~1 21 +44 l> +53 41 ~5 SJ +78 6) ~9 I l) +72 8 +83 CJ) +03 I +96 11 ~6 112 +25 11 l) ~I ,,, +46 11S +41 16) ~8 ii ' ~2 Offset 48' Lt 14' Rt 17' Rt 48' Lt 45' Lt 88' Rt 65' Rt 27' Rt 36' Lt 52' Rt 71' Lt 40' Rt 18' Lt 23' Lt 45' Rt 54' Rt 97' Lt 118) ~o 127' Lt ,, ~4 67' Lt I !I~ +25 88' Rt I I +32 88' Rt I +98 88' Rt )' ~ +29 51' Rt +36 SJ' Rt j +15 79' Rt I +]6 33' Rt ) +49 31' Rt I I) +5J 71' Rt ~ +57 19' Rt Elev 24,5 20.0 19,8 20.0 19,8 1, 0 1. 0 11. 7 10.2 1. 0 16.0 9.8 1.0 9, I 1,0 1.0 1.0 1,0 16.0 20.0 18.5 1.0 20.0 19.2 1.0 20.0 18.5 1.0 18.5 RSP LIMITS SOUTH ABUTMENT UN-US BRIDGE DRAINAGE DETAILS SCALE, 1 • • 20' • D-73 ~ fl ~ ~ Ill I-◄ D 1, ' • RSP L 1ml ts I' ...... • I) RAMP I I \ /'~/ / I I D I ,' l I· , ( \ I •· .' UNrUS / ii \ \ 1,. \ ; ; I . ,. . .i•\·' ' \ • ) ·\ l I ;.:- ·., .... ,/ l t YD.. , / f/ .. 1 .' 1/, I •. . . './ J • i // I\ •f- ;i ( 1 ,( : UN-3 rM Afn11rrn Pl AN~ n POOR DUALITY ORIGINAL Point It 11 2 l 4 51 61 l I 91 1( 111 DIST COlMTY IIOUTl 12 Oro Tl 11£GIST[lll0 CtVl. [NGlt€[11 PUNS APPROVAi. OU[ VAN DELL ANO ASSOCIATES, I 11101 CARTIRICHT ROAD IRVINE, CALIFORNIA 92ll4 Sto IUN-USI Offset Elev +70 +01 +12 +34 +90 +89 +88 IUN-31 +08 +88 IUN-31 +91 +35 104' Rt 18,0 110' Rt 18,2 112' Rt 20.0 l' Rt 20.0 118' Lt 16,2 177' Lt I, 0 82' Lt 19,8 87' Rt 1,0 58' Lt 23,8 148' Lt I, 0 9◄' Rt 1.0 RSP LIMITS UN-US BRIDGE NORTH ABUTMENT DRAINAGE DETAILS SCALE I I• • 20' D-74 • 15 -... ,c ... l I§~ -~ R, ). If 'f fs •• l0-. 20- 10- o- -10- l0- 20- 10- o- -10- 30- 20- 10- o- -10- I 0 I 0 { ------ I 0 8' RSP { BIKeTrall •c• { Var 12' to 16 I 50 Pier 2 10' var 5' Min Section A-A SOC Bridge IRCJ111> UN-USI Br No 55-lllK I 100 { Bike Troll •B• ! I 150 Bonito Chomel ~ ---------__ £~: ________ _ -------- RSP Ll'llt• Method B 30 Min Thickness I 50 Section e-e l I 100 Bike Troll ·c· Troll ! I 150 E>clat Bike~ • . I 0G ~ ;:~~--.::.::~-:.=.:-.... :._..-.:=_-=_=+:.._-_--_--~--=--=-=L~-~=-=-==~:.:::..::.._ --------~ -----::::: 'vJt -- 1,0 -- L I "1t, Method B 30 Min Thickness Toe '----'---711:~ !I I 50 ]6• Min Section c-c FOIi MOUC:[D PUNS I 100 0 J I 150 0r1, c~n IIOUTl POOR DUALITY ORIGINAL -30 MGIITIMD C1'A. INCINl:IJI PUNS "'"OVAL DUI -20 -o -l0 -20 -o --10 -l0 -20 -10 ---- -o • --10 DRAINAGE DETAILS SCALE I I ••10' D-75 ◄f f I I ' ~fii ~ UI 30- 20- 10- 1. 0 -10- 30- 20- 10- o- 30- 20- 10- RSP Lloht, Method B 30" Min Thickness 36" Min I 100 { Rldlno ond t Hlklno Troll, Pier 5 W•20' SOC Bridge IROIT1> UN-USI Br No 55-731 K 2' Min Exist Trol I -------t Section 0-0 I 50 RSP Light, Method B 30" Min Thickness { 6 I 0 Bike Trol 1 ·o· t Riding ond Hlklno Trol 1, w=20' E ><rl ---~s t_,,,_~-,rl:"IJ'o-,:--1 -_I~--...,-=· -====~=--=m;;~_...:::--------~,:\_ -------__ , __ -----· __________ __., _,, __ ..,,,, RSP I 0 ---- Section E-E ------ I 50 l LI '{'t, Method B 30 Min Thlcknesa Rldlno ond Hlklno Troll, Vcrloble Width I L'_Exlat I I lJ. 211 .a ,1 t., --------- Trol I RSP I 100 LI 'i't, Method B 30 Min Thlckneaa : . __ ..,,,,,,,...,.. __ , .o------ -10- 36" Min I 0 RSP L lcf1t, Method B 30 Min Thlckneaa section F-F I 50 f'DII 111:DUC(D P'\. ANS 0 I I 100 -30 -20 -10 - 0 -30 -20 - 0 --10 -30 -20 -10 -0 ~; --10 POOR DUALITY ORIGINAL DIST COUMlY IIOUTl 12 Oro n -,rU, ,, .. JI.J/d MCISTlltlD CM. IND9l[VI AN 0£ll AHO ASSOCIAT[S, 11101 CAATIAIGHT ROAD IRVINE:o CALIFORNIA t2Tt4 DRAINAGE DETAILS SCALE I 1 • • 10' D-76 •-· .. 5 . ,-.. I i ~ .. ~ ¥3 "' J • .. 7-Top Bora some oa Posts. Spot Weld to End Poata Both Sides ~~H---r-Spot Weld Each Post In 4 Places Typ .Place Pipe So Bors of ~ Grote WI 11 Be Porol lel :-m~HHHQHHHV·· Huoo••-Bond -------"--+--With Main Surface flow FRONT VIEW r.ock-22 Poata-Uae 2• Pipe, L2"x2"xl/16", or ,z• II Bora 11 • Ill on Topi IGalvanlzed Steel> DEBRIS RACK CAGE 0,168" Thick CSP with Protective Coot Hotes1 Calk Seal ISee Note Outlet Pipe 5'-o• Dia Bose 6 " For Addltlonal Detolla and Hotea See Standard Pion 015 SECTION A-A MODIFIED GMP TYPE 48" DIAMETER GMP WITH DEBRIS RACK CAGE NO SCALE , . Calk seal With Pl lable MlxtlM"'e of Sand, Portland-Cement, and Enulalfled Aaphalt IMlxtur"e of 1 Port Porttond Cement, 3-5 Porta Sond, and 1111 Porta SSI Enulalfled Asphalt, I rOII MOUC[D 1'1. ANS Inlet Pipe 0 POOR O UAL ITY ORl61MAL TG Elevotlon SECTION A-A A Flow l'-6" PLAN 3" CONCRETE APRON Ho Scale I D1$T COUll1'f IIOUll 12 PUNS Al'f'IIOV IL DUI PAA■DN■ a■ 1-■uw, INC. Two ventlre, Suite SSO lrvlne, Collfcrnlo 12111 A Ii. Grote Flow . 'f ;., • 'f ;., .... DRAINAGE DETAILS HO SCALE D-77 • LEGEND AND ABBREVIATIONS 011,1 COUIO,, I IIOUfl I ,o'r«n' .. ~vr, r-..a'l~l~'l ALTERNATIVE PIPE CULVERTS ALLOWABLE PIPE MATERIAL I -WI th ICI -Ccrru(Joted 12 I Oro I n I 2].l/25.5 I 111 I '"" lo -Without ISi -Sroooth DESIGNATION RCP RIBBED PVC HOPE: CORRUGATED DESIGNATION RCP RIBBED PVC HOPE CORRUGATE:O & -And 'l!ld:-... w::.I /, Jld - SIZE SIZE MAX. COVER SIZE t,tAX. COVER SZE SIZE MAX. COVER SIZE MAX, COVER s -Standard Joint Type ll[GIS flll[O CIVI. llOClll ~ 12" AP 12 12 27 121C/Sl 11 36" AP 36 36 22 361Sl 9 p -Positive ,Joint Type @t~ ~ -18 • AP 27 11 42" AP ◄2 42 21 NA NA D -Oowndroln Joint Type !.'--;-.-~~~ 18 18 181C/SI w §1!1 24 • AP 24 24 25 241C/Sl ◄8" AP 48 20 NA NA GI, G2, GD-1, -Drainage Inlet Types l'\.AHS APPROVAL DAT[ I . -:-. .,.,. . - II 48 YAN DUL AND ASSOCIATU, INC, ,, an. j 30" AP 30 30 23 301S I 10 5◄" AP 54 NA NA NA NA Mod G0-1, GD-2, Mod GMP, CF, GCP, OCP, OCPI tllOI CARTWRIGHT ROAD KT~~ DRAINAGE QUANTITIES WMR -Bonito Channel West Molntenonce Road IRVINE, CALIFORNIA 92114 - CSF -Corrpost Stcr11T1Voter FIiter -R C P A p CSP -I-FRAMES, FLARED ENO R S P I-a: GRATES SECTION z -w ~ w > & -a: ...J RCP AP I-w ::, ::, COVERS I a: Vl I-...J u w -◄ u w ► > ls u ::, w >< -- ID ...J z a: I-0 0. z ..: a: '! ~ ::, -w I-Vl CD Vl 0 u w ► u I-Vl -a: ---I-I- ~ u w 0 -z I-:c ...J - >< w 0. a: z ...J a: 0 < I--C) ...J 0 ◄ 0 I--0 < w w z -u LL ::, -d 0 CD 0 a. z w > 0 I--. ...J u . -a: -z I-0 -u LL -co a: 0. ◄ :c DESCRIPTION STATION z • ~I I a. ::IE 0 Vl u I-w -..: U> w u.. a d z w w -a: ◄ I-CD CD < Vl u .-I-a: . ~~ ' 0 I-w I--C) od > 0 CD . < ◄ Vl -< < w I-I-z r-.. • -w 0. w w z < a: 0 0 ◄ :x: 0 § I-C) w :c I-a: 0 a: I-Vl -~ u UD. 0 0 0 0 0 ...J I--a: ◄ ...J a: Vl :a '--' I I ◄ u ...J u w ::, u >< -::c 0 0 0 0 0 u a: 0 z z w ~ > z Vl z a: 0 a: ◄ w a:w I-::c ::c :x: ::c ::c . 0 0 ::IE --> ~ ... ◄ 0 -0 u w 0 :w: a: CD n. ~ I-I-I-I-I-I-..,. w I-◄ 0 Vl - u u u z z LL u LL w ◄O ~ ~ ~ ~ ~ z --U> I-Vl I-0 a: LL u ...J >-z ' >< w 0 ◄ z ◄ a: LL ...J Vl Vl 0 I-w z 0 0 0. Vl ::, a~ ► w ◄ I-u u ...J -N a: w ::, Vl . . . 0 -' ' 0 I-...J ◄ ::IE ID w ...J w .-...J I-a: C) z z -, Vl u u 0 ...J Vl z I-I-::, w w w ~i ::c Vl a: Vl a: w a: w ::c 0 u w..: z I-z z ----Vl 0 ..: Vl ::c • ::IE C) C) C) a u Vl u Vl 0 u I-I Vl ::c ::, 1-U -::c 0 0 0 0 w !?i u ::, C> -◄ ◄ ◄ I-◄ z ◄ z Vl a: ◄ a: ◄ z . . . . . . . a: ...JO u C> I-I-I-I-n. • . . . . • . • . • . • . 0. -, ->< z z z i -...J 0 ...J ◄ ...J ..,. U> a: ~ ..,. 0 U> N CX> ..,. 0 I--a: ◄ -... N -..,. 0 U> N ..,. CX> N CX> ..,. 0 U> CX> CX> 0 ◄ a: 0 w. ◄ --- 0 u u u ::I ::IE CD n. N .., I-N .., .., .-.-N .., Vl LL-LL ...J ~ ~ .-N n. N .., .., ..,. Ill ,-.-.-N .., .., ..,. .-u u CD ◄ :c ::I ◄ ◄ ◄ g~ a: a: a: CY CY CY CY CY LB LB -:..A EA EA EA EA EA EA EA -:..A E~ ';__A EA CY SY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF [A A-:..A EA LF LF 0 0 0 1.5 326 I 3.8 G2 Inlet 100.2' Rt 1210+75 l Rte 73 0-11 2 a s 22 2,4 18" AP 100,2' Rt 1210+75 to 99.8' Rt b 1211+00 (l Rte 73 1.5 326 I 4. 1 G2 Inlet 99.8' Rt 1211+00 l Rte 73 C II: s 22 2,7 18" AP 99.8' Rt 1211t00 to 99.◄' Rt d .. l!! 1211+25 ll Rte 73 t ~ 1.6 326 1 4.4 G2 Inlet 99.4' Rt 1211+25 l Rte 73 l ... e . s 52 3,5 18" AP 99.4' Rt 1211+25 to 90.5' Rt f u ~ 1211+79.53 { Rte 73 ... s I 6E 3, I 24" API S) 90.5' Rt 1211+79.53 to 97' Rt h 1213+50 t Rte 73 2.0 580 2 5.2 GD-1 Inlet 97' Rt 1213+50 ( Rte 73 I s 17 ◄ 2,5 24" AP( S) 97' Rt 1213+50 to 97' Rt J 1215+25 l Rte 73 , . 4 580 2 D 2. 3.0 GO-I lnlet/18" AP Riser 97' Lt 1211+85 t Rte 73 0 1.8 580 2 4.55 G0-1 97' Rt 1215+25 t Rte 7J k I Exist GD-I Inlet 96.6' Rt 1211+79,57 { Rte 73 I s 4 1 2,3 24" AP/Brick & Mortar 97' Rt 1215+25 to m Plug 106' Rt 1215+25 { Rte 73 1.6 JS No 2 90.5' Rt 1211+79,53 l Rte 73 aa . ! -2.2 326 I 6. 1 G2 Inlet 106.1' Rt 1208+38, 73 \ Rte 73 D-10 3A a ... s 50 6.4 24" AP 106,1' Rt 1208+38;13 to 73.5' Rt b ◄ ... 1208+03.9◄ l Rte 73 ~§; -,'q-R~ o.s Concrete Cot tor 73,5' Rt 1208+03,94 l Rte 7J C ri .• •. : ~ ~ 1 • -SHEET -391 • 14, I 30◄◄ 10 "· 1 I TOTAL °' ' . .,, DRAINAGE QUANTITIES .... i 0-78 ' N ... ' 011 MDUC[O l'\.ANS 0 POOR DUALITY nDICIUAI I. 1. -N .. 0 Ill .. ... 17' ..... Ill ... ..... N w ► ID I w ~ ~ ◄ 0 ,~, ~-~ I I ' e~ ~ ii I I a: ~ .. l9 ' ... u ~ ! -... ◄ ... I!~ a--v §! ~ -.... a: ~ ....J ::> u >< 0 m - t5 w .... -w I-a: ◄ u > li ◄ u u >< UJ ◄ ::c Vl u VI .... ◄ -..J 0 u CY CY 17 tl --.... .... a: z -~ ~ w a: ....J UJ :::, :::, Vl .... ....J u -◄ u w li u :::, w >< z ~ .... 0 -w Vl m .... Vl -u w i ~ Q. ! ....J -UJ 0 Q.. z w a: -~ .... 0.. 2 Vl w -a: w I--C> & UJ w z a: .... Vl -....J u w a u Vl l5 a: 25 -u ~ u li ..... ~ ◄ z u u ....J -w ....J w a: VI 25 w a: u VI u ~ ◄ z VI a: ....J - - ◄ u u ::I ::I m CY CY CY LB LB 0,9 580 8 1.6 216 2,4 580 , . 9 216 0.9 580 1.l 326 , 0.9 580 8 9.9 3118 FRAMES, FLARED END GRATES .SECTION & COVERS RCP AP -0.. Vl a: --z a: Cl UJ ~ -> I- 0 -u u I-UJ ◄ I-m .., > 0 m ◄ a: 0 ~ u uo.. 0 0 >< -::c 0 ◄ w a:w I-::c ..: a: mo.. ~ .... u ..... w ◄O ~ ◄ a: ..... ....J N a: w :::, V, . .... ....J .... a: C> w ::c 0 u UJ¥ z .... I-I V, ::c ::> .... u -::i::: ◄ a: ◄ z • • . . . . • a: ....JO u C> ....J "'1" lD a: ~ "'1" 0 lD N m "'1" 0 I--a: ◄ - 0.. N ,., .... N ,., ,., -.... N ,., Vl ...__ ..... ..J ~A :A u EA EA EA EA EA EA EA :A EA CY SY CY CY 2 1 2 1 2 1 2 II 9 2 ,, ' .. ', DRAINAGE QUANTITIES R S P R C P z Cl -I-◄ u -La. -◄ V) m ◄ ◄ V) 0 ◄ 0 0 0 ....J Cl Cl 0 0 u % ::c ::i::: ::i::: I-I-.... .... I-~ ~ ~ ~ z . . 0 z z . . .., z z 0 0 Cl 0 UJ I-.... I-I-0.. • • • • • • .... N -"'1" 0 lD N "'1" m ~ .:, -N 0.. N ,., ,., "'1" "' ,- CY CY CY CY LF LF LF LF LF LF D s s s D D D FDA MIIUC[O Pt.AN$ O """'r .. ,., «r •• r ,,. ~, ~~,or~ I -V) -..... Vl u --• • N Cl) ... ... LF LF l, 2.~ 2. 4 2. ~ 10., A p -Vl ..... u -• "'1" N LF 54 12 46 11 ~ • 0 ,., LF 2 I ·---· ... ------- CSP -¥ a: u w >--.... .... ::c ....J -I--CJ ....J .... :::, -. ....J u -m a: 0.. ◄ ¥ lD w .... u .... I-a: -. ◄ ◄ w ::c 0 • I-CJ I--:::lE a: ◄ a: ~ z • 0 Cl "'1" w I-c( lD I-V) .... 0 a: 0 I-w z 0 . 0 .... ....J c( 0 ....J Vl z .... -Vl 0 -..: Vl !?i u :::, . • . 0.. .., lD m m Cl ◄ a: 0 ,., "'1" ... u u m ◄ LF LF LF :A :A ;:A EA 1 1 1 1 1 1 POOR DUALITY 111111 ~UUNI • I ,.uu,L I 101"'-rt1n • ·1 1 -••-.u ,2 I Oro I l] I 23.l/25.5 I 1410 I St,e, ORIGINAL yffd... Hid.. t.:iu. ;J_ -~~us,~ MGISUR[D CM. [NCINE[R ~ 'i;. I !:'x---,-.~~ wj _ 11!1 1: l'UNS APl'ROVAl OAT[ • i,. l!D • VAN DEll AND ASSOCIATES, I NC• >;;:_ CIYL ,/,,f' . \ 11101 CARTWRIGHT ROAD liTll-\\ j IRVINE, CALIFORNIA 92114 - . 0 Cl • ::c DESCRIPTION STATION z • Cl I- .... z r- w ::c ....J a: V) 2 '-' z w w -> z I-I- 0 ◄ Vl -..... u ....J >-z 0 0.. Vl :::, :::lE I-s w w w ::i::: CJ CJ CJ C> -◄ ◄ ◄ ->< z z z w ◄ -- - ::i::: :::E c( ◄ ◄ a: a: a: LF LF 0 0 0 1.6 G0-1 lnlet/18N AP Riser 97' Lt 1208+ol,93 l Rte 73 D-9 38 0 Cop Inlet 84' Lt 1208+o3,93 t Rte 73 b Brick & Mortar Plug 84' Lt 1208+o3,93 l Rte n C No 1 Ditch 30,35' Rt 200+20.16 to 24,l' Rt D-10 4A 202+10. 79 l Rorrp MB-2 5,l GCP Inlet 24, l' Rt 202 +10. 79 i Rorrp MB-2 b 4,3 24 • AP 24,l' Rt 202+10,79 to 20' Rt C 202+65 \. ROITP t.11-2 6.5 GD-1 Inlet 20' Rt 202+65 \. Rorrp MB-2 d 4.5 24 • AP 20' Rt 202+65 to 18.1' Rt 0 202+79,5 \. Rarrp MB-2 Exist GD-l to GD-1 18, 1' Rt 202+79.5 \. Rarrp MB-2 f 6.8 GCP Inlet 18,l' Lt 201+89.45 ~ Rorrp MB-2 0 5,3 24• AP 18.l' Lt 201+89.45 to 24,3' Rt h 202+10.79 \ Rarrp ..e-2 1.6 GD-1 lnlet/18• AP Riser 98,4' Lt 1205+25 t Rte n D-9 48 a 1.6 G2 lnlet/18• AP Riser 97,8' Lt 1205+50 t Rte 73 b 1.6 GD-1 lnlet/18• AP Riser 97, ◄ ' Lt 1205+75 t Rte n C • SHEET TOTAL DRAINAGE QUANTITIES D-79 Ir, 1 ,.,,~., . DIST I COUNTY I IIOUTl '°''it'~V,:, r-M'l"~l~\ POOR DUALITY ,2 I Oro I 13 2].l/25.5 I 141 I Gb\, ORIGINAL '1fl.dua ~./J. ~ -.--,~m,~ 111:GIS llll[O CIV~ [NGH:[11 ~ ,~ i-.l~ .. ., •u•~~ ~ 9111 ., .. · PLANS Al"l'IIOVAL DAT[ • -:-. lllCII -J. l VAN DELL AND ASSOCIATES. INC. ~ C1V1. ~ 11801 CARTWRIGHT ROAD jf"f~I DRAINAGE QUANTITIES IRYINE• CALIFORNIA t2l14 - -R C P A p CSP -.... FRAMES • FLARED END R S P .... a: GRATES SECTION z -w ~ w > A -a: _, RCP AP .... w ::, ::, COVERS a a: Vl .... _, u w -c( u w ► ~ > z u ::, w >< -- II _, 0 z a: .... 0 a.. z "' a: i r ::, -w .... Vl ID Vl a u w >- u .... Vl -a: ---.... .... "' u w C -z .... :c _, - I->< w a.. ts z _, a: a c( .... -<.!) _, ll! ◄ a .... c( w w z -u L&.. ::, -d 0 0 ID 0 a.. z w > 0 .... -. _, u . -a: --z .... 0 -u LL. -co a: a.. c( :c . DESCRIPTION STATION z . t!!J 1, a.. ::I 0 Vl u .... w -"' 0..0 w L&.. .. z w w -a: c( .... ID ID c(' Vl u ... .... a: . d ~::: ' 0 .... w .... -<.!) .., > 0 ID c( c( Vl -c( c( w I-I-z ,,...... • -w a.. w w z c( a: C C c( :c 0 • .... <.!) w. :c .... a: 0 a: .... Vl -~ u ua.. 0 C C C C _, .... -2 a: c( _, . a: VI ::II '-' I I c( u -' u w ::, u >< -:c 0 0 0 a 0 u a: ~ z ~i w w > z Vl z a: 0 a: c( w a: w .... :c :c :c :c :c . C 0 > ~ .... .... c( 0 -0 u w 0 "' a: ma.. ~ I-.... .... I-.... .... ,q-w I-c( 0 V1 u u u z z L&.. UL&.. w c(O ~ ~ ~ ~ ~ z --0..0 I-Vl .... C a: L&..: u _, >-z ' >< w a c( z c( a: L&..-' -Vl Vl 0 .... w z C O' a.. Vl ::, ~~ ► w c( .... u u _, -N a: w ::, Vl . . 0 -' ' 0 .... _, c( l :::E II w _, w ... _, .... a: <.!) z z . . .., Vl u u 0 -' Vl z .... I-j w w w :c Vl a: Vl a: w a: w :c 0 u w"' z .... 0 z z ----Vl 0 "' Vl :c <.!) C) C) ~, ~ u Vl u Vl 0 u .... I Vl ::c ::, 1-U -:I: 0 .... 0 0 w !i u ::, <.!)' -◄ ◄ ◄ .... c( z c( z Vl a: ◄ a: c( z . . . . . . . a: ....10 u C) .... .... I-a.. • . . . . • • • • . • . • a.. .., ;:; C >< z z z -_, 0 _, -c( _, .... 0..0 a: ~ .... 0 0..0 N co .... 0 .... -a: c( -... -~ -.... 0 0..0 N .... co N co ,q-0 UI co co 0 c( a: C c( --- C u u u :::I :::E ID a.. N n .... N n n ... ... N n Vl L&..-L&.. -' ' ... N a.. N n n ..,. in ,-... ... N n n ,q-... u u ID c( ::c : :::I. ◄ ◄ c( g~ ~ :A ~A EA EA EA :A EA ~A ~A (A a: a: a: CY CY CY CY CY LB LB EA EA EA EA CY SY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA LF LF C C C 2.2 326 1 6. r G2 Inlet 32' Lt 502+25 \ Ro111> JR-4 D-9 4C 0 s 22 5,2 18" AP 32' Lt 502+25 to b 32' Lt 502+50 i Rorrp JR-4 2.4 326 1 ' 7.6 G2 Inlet 32' Lt 502+50 t Ronn JR-4 C a: s 22 6,3 18" AP 32' Lt 502+50 to d ~ 32' Lt 502+75 \ Ro111> JR-4 .. IS u 3.6 326 1 G2 Inlet 32' Lt 502+75 l Ro111> JR-4 i I&. 8,6 e . S 96 16 24" RCP 32' Lt 502+75 l Ro111> JR-4 to f Cl ~ 52.3' Lt 303+77.53 l ROITP UN-3 .. 1.9 156 1 1 6.6 OCPI Inlet 52.3' Lt 303+77,531 Ro1TP UN-3 0 s 32 7 24" AP 52.3' Lt 303+77,53 to h 17.4' Lt 303+77.23 l Rorrp UN-3 1 Brick ond Mortar Pluo 32' Lt 502+75 i ROR1> JR-4 I 0.5 JS No 4 17.4' Lt 303+77.23 \ ROITP UN-3 bb s 4 1 4. 1 8 "AP/Br lckond Mor tor P lu< 52.3' Lt\ RCJITI) UN-3 I 2.4 580 2 6,5 GD-1 Inlet 94.0' Lt 1200+80 l Rte 73 0-9 40 0 s 52 5.2 24" AP (Cl 94.0' Lt 1200+80 to b . 30.-76' Lt 300+85. 77 l Rono UN-3 h2.8 MOD t.ti NO 2 30,76' Lt 300+85. 11 i ROfJD UN-3 C s i .. . .. I I , ~ . ' - I • I-3,3 236 1 13.6 GCP Inlet 81,4' Rt 96+54.93 t ◄ D-7 25 a ... ~~~~ University Drive North { ·;,; s 68 11.5 24" RCP 150,9' Rt 96+54.66 to 81.4' Rt b •,·-~ i ,,. ~ 96+54.93 Q.. University Drive North 1.2 19 18,7 19 Concrete Headwoll/RSP 150,9' Rt 96+54.66 t C University Drive North ' I in SHEET .... 17,5 195( 1 1 19 18,7 19 16~ 48 84 • 1 5 2 TOTAL a, ' N DRAINAGE QUANTITIES ' . 0-80 ... .... ,011 l Moucro Pl NS 0 2 I I. .. --01nl COLttn I 11ouu I ,o71t'~-Vi::, r't.11.'ls.ii.'tt. POOR DUALITY ORl61NAl 12 I o..-a I n I 23.1/25.S 1 ,-1i. I 5fN1 ~,cl \>-l161i ... -,~u ,~ 11£CI$ TllllD CIVIL [NGIN([II "" ~t; I!;' ... ,.,-~ w -li!II j: l"LANS APl'tlOYAL DU[ .... ~ . ASSOCIATED ENGINEERS, INC, .t4-CIYL it .. . i ·oRAINAGE ]]II E, SHELBY STREET ~ tlL \\ QUANTITIES ONTARIO, CALIFORNIA 11164 - ' • -FRAMES, FLARED END R S P R C P A p -I- I-a: GRATES SECTION z -~ ~ ~ & -_, RCP AP I-w ::, ::, COVERS i a: ~ t-_, u ~ -u w ► i§ u ::, ~ >< -• _, z ~ 0 Q.. z 0:: I I! ::, -w 1/1 en 1/1 0 w u t-1/1 -a: -I- ~ u L&J j -ID I- _, >< l3 Q. l5 _, a: ◄ -C) w 0 0 -w w ~ g u LL. ::, 0 . 0 en Q. z w > -_, ◄ • 0 -a: --~ t-0 -:::c LL. 0:: Q. a: ::c DESCRIPTION STATION z ~ Q. 2 1/1 u t-I--w C) • ! ~ ~ -a: ◄ ID ca ◄ ~ VI t-a: . 0 w -C, od > ID ◄ ◄ VI ◄ ◄ 0 t- t-z .,..._ ti -w 2; w ~ z ◄ 8 ◄ )I: I-I-w :::c t-a: a: 1/1 -~ u C 8 g 8 0 . _, ::I a: _, a: VI :a \..... ◄ u _, u w ::, u >< % 0 ::c % 0 C) u a: 0 t-z w w > ! 1/1 ! a: 0 I§ ◄ w t-% % % z 0 :a w -> z t-I- ◄ -u ~ "" a: ~ t-... I-t-I--I-I-_, 0 ◄ VI u u u ! LL. u LL. w !j -~ ~ ~ !j "" z --VI I-0 z ~ u _, >-z ' >< ~ z ◄ a: u VI VI w z -Q.. VI :::, ~~ ~ w ◄ u u _, -N a: w ::, . . ◄ 0 -' ' I-_, ◄ :a ~ _, w ... a I-C) . z ~ . . en -, VI u u VI z I-t-j w W· w % VI VI 15 w a: w % u z I-z z ---0 -"" VI :c C) C) C) ii ~ u ~ u ~ u t-I 1/1 ::c ::, -% 0 0 0 N w !I u :::, C) -◄ ◄ ◄ t-~ z 1/1 a: ◄ a: ◄ z • • • . . • • a: u C) I-I-I-I-Q.. • . . • • • . • . . ~ Q.. --, ->< z z z -_, _, --◄ _, .... U) ~ ◄ .... 0 U) N Cl) .... 0 t-◄ -~--N 0 -.... 0 U) N .... Cl0 N Cl0 .... 0 U) 0 ◄ a: ~ w ◄ --- 0 u u u 2 2 en Q. N ,,., :a N ,,., ~ ... ... N ,,., 1/1 LL. _, ~ -N z Q.. N ,,., ,,., .... 1/\ r--.... N ,,., ,,., u u ID ::c ::I ◄ ◄ ◄ ~ LB LB EA EA EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY LF LF LF LF LF LF LF EA a: a: 0: CY CY CY CY CY CY CY CY LF LF LF LF EA EA EA LF LF SYSTEM 26-45 NOT USED 0 0 0 2,3 326 1 7. 1 2 Inlet 47' Lt 448+G3 \. Rarrp t.13-4 0-1 46A 0 s 56 5 ~4 • AP 47' Lt 448+G3 to 4' Rt b •-- . 448+37 l Roop t.e-4 I 1, 4 326 1 . 3,7 02 Inlet 4' Rt 448+38 l Rorrp W-4 ~ s 22 2 4• AP 4' Rt 448+38 to 4' Rt 448+14 6 Rorrp t.13-4 I ~ ' ... t.5 326 1 4. t 02 Inlet 4' Rt 448+14 \. Rarrp W-4 e J l,2 s -n l ~4• AP/Concrete Backflll 4' Rt 448+14 to 26' Rt f ~ 448+14 \ Ronn t.13-4 .. 1 .. ES 26' Rt 448+14 t Rarrp W-4 0 1.4 326 1 3,7 2 Inlet 4' Rt 447+89 t Rarrp W-4 h s 22 2,5 18 • AP 4' Rt 447+89 to 4' Rt 448+14 I 1 Rorrp W-4 2,1 326 1 6,5 2 Inlet 4' Rt 345+75t Ronn BA-3 0-1 46B a s 14€ 5,5 ~4 • AP 4' Rt 345+75 to 4' Rt 347+25 b l Rorrp BA-3 2,5 326 1 8, 1 ri2 Inlet 4' Rt 34 7+25 i Rarrp BA-3 C • s 44 11 4 • AP 4' Rt 347+25 to 40' Lt 347+30 d \. Rorrp BA-3 0,6 ::oncrete Col lor 40' Lt 347+30 \ Rorro BA-l e 5.4 s 24 4 ,4• AP/Concrete Bockflll 40' Lt 347+30 to 67' Lt 347+30 f l Ronp BA-3 1 '"ES 67' Lt 347+30 \. Rarrp BA-3 0 ~ 1, 5 326 1 5 ] Gt Inlet 114' Rt 1148+85 i Rte 73 0-1 46C 0 -... s 16 7.5 24• AP 114' Rt 11 ◄ 8+85 \. Rte 73 to b ◄ ... I§~ 3' Rt 348+75 i BA-3 -~ 3.0 326 1 10 G2 Inlet 3' Rt 348+75 \. Rano BA-3 C ~B! 5,7 s 62 9 4• AP/Concrete Backfll I 3' Rt 348+75 to 58' Lt 348+80 i. R001> BA-3 1 ES 58' Lt 348+80 l Rarrp BA-3 14,] 16,] 2608 8 l 22 19• SHEET TOTAL DRAINAGE QUANTITIES 0-81 -----~ .. fOII lllDUc[O P\. &NS 0 I POOR DUALITY DIST I COLHTY I IIOUTI ,a'tit' ~v,., r~ 'IJjW1 ,21 Oro I l] n.1115.5 lrul~ ORIGINAL ~ lei w • P.i..'.a u -~i&tfU~ ll[QS l[IICO Cl'A. lNGttelll ~ ~ ,._ .I; IN''"" ~I) PUNS Al't'tlOVAL DATl • M ... ~ . "- ASSOCIATED ENGINEERS. IC. .r~ CM.~♦ DRAINAGE QUANTITIES 331[,SHELIY STREET IIJtll ONTARIO, CALFORNA 91'64 - -FLARED END R S P R C P CSP -I-FRAKS, A p I-a: GRATES SECTION z -w ~ w > A -a: _, RCP AP I-w ::> ::> COVERS I a: Vl I-_, u w -"' u w ► > ~ u :::, w X -- ID _, z a: I-0 0.. z "" a: I I :::, -w I-Vl ID Vl 0 u w u I-Vl -a: ---I- "' u w C -z I-:c _, ... X w 0.. @s z _, a: 0 ◄ I--C>W w .. 0 I--◄ w w z -u LL. :::,c . 0 a ID 0 0.. z w > 0 I--• _, ◄ • 0 -a: --z I-0 -u LL. co a: 0.. a: :c DESCRIPTION STATION z e! J J 0.. :::I 0 Vl u I-w -ID w C) • d ~ w w -a: ◄ I-ID ID ◄ Vl ... I-a: . ,~~ ~ I-w I--C) .., > 0 ID ◄ ◄ Vl . ◄ ◄O I-.... z ,-.., -w 0.. w w z ◄ a: C C ◄ 0 • I- I - w :c I-a: 0 a: I-Vl -~ u UQ. 0 0 C 0 C 8 _, -::IE a: _, a: Vl :a "--' I 0 e ◄ u _, u w ::> u X -:c 0 ::c :c 0 u -a: 0 I-~~ w w > z Vl ls a: 0 a: ◄ w a:w I-:c I-I-::c :c . 0 0 :::IW > z I-.... ◄ 0 -u w 0 "" a: (DQ. ~ I- I - I-I-V w I-_, 0 ◄ Vl - u u u ~ z LL. u LL. w ◄O ~ ~ ~ ~ ~ z --ID I-Vl I-C z LL. 1 u ...I >-~ ' X w ◄ z ◄ a: LL. ...I -Vl Vl 0 I-w z-a: a. Vl e:; fa w ◄ I-u u _, -N a: w ::, Vl . 0 -...... ...... 0 I-_, ◄ I-! ::I w _, w -_, I-a: C) . z z . . .., Vl u u 0 ...I Vl z I-s LLI ~ ~ ::c Vl a: Vl ~ w a: w ::c 0 u w"" z I-0 0 i5 z ----Vl 0 -:W: Vl ::c ' C) ii I u Vl u VI u I-I Vl ::c ::, 1-U -::c I-I-0 w ~ u ::, C) • -◄ ◄ ◄ I-◄ z ◄ z Vl a: ◄ a: ◄ z . . . . . . • a: _,a u C) I-I-0.. • • . . • • .• . • • • • • 0.. .., -X z z z -_, 0 _, --◄ _, V ID a: ◄ V 0 ID N CO V 0 I--a: ◄ -.. N -V 0 ID N V co N co V 0 ID co Cl) ◄ a: C w-◄ --- C u u u ::I ::I ID Q. N ,.., I-::I N ,.., ,.., -.-N ..-, Vl u.-LL. _, ~ ~ -N 0.. N ,.., ,.., V ,n r-... ... N ,.., ,.., V -u u CD ◄ :c . ::I ◄ ◄ ◄ LB LB EA ::A EA ::A EA EA EA ~A ::A E' :A EA CY SY CY CY CY CY CY CY LF LF LF LF LF LF LF LF lf LF LF LF LF EA .. A ::A ::A LF LF SYSTEM 460 NOT USED a: a: a: CY CY CY CY CY 0 0 C I. 5 326 I 5,7-GI Inlet 4J' I t 4"0+95 i. Rnnn lll-4 46[ a 5,1 s 18 9 24• AP/Concrete Backflll 43' Lt 450+95 i Rano t.t3-4 to b . 35' Rt 451+00 i Rann t.t3-4 I I -cs 35' Rt 451 +oo i RaRD t.t3-4 . C a: ·~ .. ~ u 2.s 326 1 7,9 G2 Inlet 4'Rt 455+35 i RCJTD t.t3-4 l I&. 0-1 46F a· J s 180 -5,9 24• AP 4'Rt 455+35 to 4'Rt b 453+52 'l Rarrp MB-4 :.;.. ~ .. 2.s 326 1 8. I) G2 Inlet 4' Rt 453+52 i Rani, MB-4 C 2.4 s 64 1 24• AP/Concrete Backflll 4'Rt 453+52 to 54'Rt d 453+G6 \ Rann MB-4 0.6 Concrete Col I or 54' Rt 453+G6 i Rano t.t3-4 e 2,6 s 10 2 24• AP/Concrete Backflll I' Rt 453+G6 i Ronn MB-4 to f 64'Rt 453+76 i Rano MB-4 I FES 64' Rt 453+16 i Rani, MB-4 0 4,1 5.8 12. i RSP 51 'Lt 351 +57 l Rann te-3 D-1 46G a 2.5 634 2 6,2 IGD-1 Inlet 31 'Rt 841+20 I. Rani, t.t3-8 0-14 46H a s 90 5 18 • AP 31'Rt 841+20 to 31'Rt b 842+14 l Rani, MB--:8 2.1 326 I 6,3 G2 Inlet 31'Rt 842+14 I. Rani, t.t3-8 D-1 C lJ s 30 8 24• AP 31'Rt 842+14 to 3'Lt d - • ... 842+14 l Rani, te-8 ◄ ... .~~~ 3.8 326 1 9. 1 G2 Inlet 3' Lt 842+14 t Rani, MB-8 e ,:· s 42 . 12 24 • AP 3' Lt 842+14 to 49' Rt f ~-. >~~ . 151+00 l MacArthu" Blvd U ◄ I ·~ , i ! 10.1 15.5 2264 1 2 4,7 5.8 i2 • I 90 1404 SHEET TOTAL DRAINAGE QUANTITIES D-82 ~ .. -. ~ .. ,011 lltOUC(O ~AN1 0 I r J L .. I. POOR OUALITY p,n I COlMTY I ROUTl I ,n~t~Vc-~ f~'l .. '.it_\\ 12 I Oro I l] I 2U/25.5 1, ... I !7"" ORIGINAL ~ ld~-~i.1""•~ -A'f1'lflSSl.ltt ll[CIS T[RlO CIVI. ll0€lll @ ~~ I::.,._,....,~ l'\.ANS APPROVAL OU[ w .... M •... .Jl:l:L • ... :: \ ASSOCIATED ENGKERS, IC. .r~ CIYI. ~--'.i ]]IE.SHELBY STREET ~ Of tilt 'J • ·ORA I NAGE QUANTITIES ONTARIO, CALFORHIA 91164 - --I-FRAt.ES, FLARED ENO • R S P R C P A p CSP I-a:: GRATES SECTION z -~ ~ w a. -a:: _, RCP AP t-w ::, ::, COVERS ! a:: VI I-_, u ~ -◄ u w ► ! u ::, w >< -- Ill _, z a: I-0 Q.. z ..: a:: i ::, -w I-VI m VI 0 u w u I-VI -a:: ---I- ~ u w Q -~ I-:c _, >< ~ Q.. @5 z _, a: ◄ I--C) w 0 w ◄ 0 -C w w ls -u LI-::, 0 . Q m 0 Q.. z w > I--. _, ◄ . 0 -a:: --i5 I-0 -u LI-"° a:: Q.. a:: :::c DESCRIPTION STATION z Sf ~ Q.. :I VI u I-w -'° w C) . ~ w ~ -a:: C I-m m ◄ VI -I-a:: 0 t-w -C) .c, > 0 m ◄ ◄ VI . ◄ ◄ 0 t-I-z /""'I D• -w & w ~ z ◄ a:: Q ◄ 0 • I-I-w :c t-a:: a: VI -~ u UQ.. 0 Q 0 Q 0 0 _, -::::f a:: _, 0: VI ::I ~ ~ I ◄ u _, u w s u >< -:c 0 0 0 0 0 u -a:: 0 I-z w w > z VI l5 a: 25 ◄ w o:w t-:c :c :::c :::c :::c • 0 0 ::::f I.LI -> z I-I- ◄ 0 -u w ..: a: ma.. !r I-I-I-I-t-I-"I" w I-_, 0 ◄ VI - u u u i5 z LI-u LI-w ◄0 !r ~ !r !r !:W z --'° I-VI I-0 z LI-u _, >-z ' >< w ◄ z ◄ 0: LI-_, -VI VI 0 I-w z -0 Q.. VI ::, ~t ~ w ◄ t-u u _, -N a: w ::, VI . .. . 0 -' ' . 0 I-_, ◄ ::I w _, w -_, I-a:: C) . z ~ . . -, VI u u 0 _, VI z I-I-5 w w w :::c VI a:: VI es w a: w :::c 0 u w..: z I-z z ----VI 0 -..: VI :c C) C) C) ii ~ u VI u ~ u t-I VI :::c ::, 1-U -:c 0 0 0 w !i u ::, C) -◄ ◄ ◄ t-◄ i5 z VI a: ◄ a:: ◄ z • • • . • . • 0: ..JO u C) il-I-t-t-Q.. • .. • • • • . • • • • • . Q.. -, ->< z z z -_, _, -• ◄ _, ... U> a: ~ ... 0 U> N "° "I" 0 I--a: ◄ -... .::,N -... 0 U> N .... ·co N "° .... 0 U> CD "° 0 ◄ a:: 0 w ◄ --- 0 u u u :I :I m Q.. N ,... I-N ,... ,... --N ,... VI 1.1--LI-_, -~ -N Q.. N l'"l l'"l .... Ill ,---N l'"l ,... .... -u u m ◄ :::c ::I ◄ ◄ ◄ ! a:: a:: a:: CY CY CY CY CY LB LB EA EA EA EA [j EA EA ~A ::A [j EA EA CY SY CY CY t:Y CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF EA A:A ::A LF LF 0 0 0 8,2 634 2 12.9 G0-1 Inlet 49'Rt 151t00 t MacArthur Blvd 0-1 46H 0 6.4 s 64 13 ~4• AP 49 Rt 151t00 l MacArthur Blvd to 63' h § Lt 345+99 i RalTl) MB-3 1 '""ES 63'Lt 345+99 i RalTl) MB-3 J GI: i ~ 2.4 634 2 I 6.0 G0-1 Inlet 47 Rt 150t00 { MacArthur Blvd D-14 J t ~ s 96 12 18 • AP 47'Rt 150t00 to 49 Rt k i ... u 151 tOO ' MacArthur BI vd c1 2.8 634 2 9.5 ~0-1 Inlet 46'Rt 151+10 l MacArthur Blvd 0-1 I .. s 8 11 '4 • AP 46'Rt 151+10 to 49'Rt m 151t00 t MacArthur Blvd 1, 5 326 1 ' 4.0 G2 Inlet 2' Lt 151+38 q_ MacArthur Blvd n s 52 6 24 • AP 2' Lt 151+38 t MacArthur Blvd to 46' 0 Rt 151+10 t MacArthur Blvd 104 19· Slotted Drain 2' Lt 150+34 { MacArthur Blvd to 2' p Lt 151+38 l MacArthur Blvd ],4 110 1 6.5 DL lnl et L=10 78'Lt 144+75 l MacArthur Blvd D-14 461 a s 98 6 24 • AP 78'Lt 144+75 to 9'Lt b 145+25 Ii. MacArthur Blvd 2.8 634 2 7.5 G0-1 Inlet 9'Lt 145+25 t MacArthur Blvd C s 24 6 24 • AP 9'Lt 145+25 to 12'Lt d 146+50 [ MacArthur Blvd 2,4 634 2 6.5 G0-1 Inlet 12'Lt 146+50 { MaoArthur Blvd e ! s 48 5 24" AP 12'Lt 146+50 to 11'Lt f ... 14 7 tOO \. MacArthur BI vd ◄ ... f !~ 2,6 634 2 6.9 G0-1 Inlet 11 Lt 147t00~ MacArthur Blvd 0 a-s 21E 7 24 • AP 11'Lt 147tOO l MacArthur Blvd to 46' h Ii~ Lt 343+91 f ROOl> MB-3 • ~ 6.4 2,.' 4]00 1 1, 1 II 96 712 104 SHEET ., TOTAL DRAINAGE QUANTITIES D-83 v,.:: '°'t'f"III trrn Dt .&N~ ft I I POOR DUALITY l)ISJ I COUtTY IIOUTl I ,o"i'll' ~llr:, r-U'l.~H~ . 121 I j 14S I St,I, ORIGINAL Oro n 2:U/25.5 ~~Bu---~,oms~ MGISTlMD CIVl. lltCIIC[II 1%, ~j; -1 !1..,_ ....... ~ PUNS ,.,,..OVAL Olli w-. M • , .. ..JtJ:ll.. • ""' ASSOCIATED ENCIURS. IC. .,.~ ov1.~ .. DRAINAGE ll1E.St£LBY STREET Mtll QUANTITIES OffURIO. CALFORNA ._l64 - -FRAMES. FLARED ENO R S P R C P A p CSP -I- I-a: GRATES SECTION z -w ~ w > & -a: ...J RCP AP I-w ::, ::, COVERS a a: 1/) I-...J u w -c( u w .► !I! > z u ::, w >< -- m > ...J 0 z a: I-0 0. z ,.: a: ' r :::J -w I-1/) [D 1/) 0 u w u I-1/) -a: ---I- ~ u w 0 -z I-::c ...J >< w 0. f5 z ...J a: 0 c( I--C) w l! ◄ 0 I--c( w w z -u LL ::,o d 0 0 ID 0 0. z w > 0 I--. ...J"" • -a: -z I-0 -u LL CD a: a. a: ::c DESCRIPTION STATION z . ~J J a. 2 0 1/) u I-w -lD w C) . d z w w -a: c( I-[D [D c( 1/) -I-a: . I~~ ~ 0 I-w I--C) od > 0 CD c( ,c( 1/) . "" "" 0 I-I-z r,, -w 0. w w z c( a: 0 0 c( 0 • I- I - w ::c I-a: 0 a: I-1/) -~ u ua. 0 0 0 0 0 ...J -::I 0:: ...J a: 1/) 2 V I 0 0 ~ "" u ...J u w ::, u >< -::c 0 ::c 0 0 u -0:: 0 I-z w· ~ > z 1/) z 0:: 0 a: "" w 0:: w I-::c ::c ::c ::c • 0 0 ::I w -> z ... "" 0 -0 u w 0 ,.: a: [D 0. ~ I-I-I-I- I - I-w I-...J 0 c( ~ ~ q' 1/) - u u u z z u. U LL w cCO lj ~ ~ z --lD I-1/) I-0 z LL u ...J >-z ' >< w 0 c( z "" a: LL ...J -1/) 1/) 0 I-w z -0 0.. 1/) :::J at ► w "" I-u u ...J -N a: w :::J 1/) . . 0 -' ' . 0 I-...J c( 2 m w ...J w -...J I-a: C) z z . -, 1/) u u 0 ...J 1/) z I-I-• 5 w ~ w a1 ::c 1/) a: 1/) f5 w a: w :c 0 u w,.: z I-0 z z ----1/) 0 -,.: 1/) ::c C) C) i u 1/) u 1/) u I-I 1/) :c ::, 1-U -:c 0 0 0 w !i u ::, C) -,c( I-I- c( c( I-c( z c( z 1/) a: c( 0:: c( z . . . . . . . a: ...JO u C) I- I - 0. • . • . . • • • • . • . . 0. -, ->< z z z -...J 0 ...J --c( ...J q' lD a: c( q' 0 lD N CD q-0 I--a: c( -'IF N -q' 0 lD N q' CD N CD q' 0 lD CD CD 0 c( 0:: 0 w1 ,c( -- - 0 u u u 2 2 ID a. N ,.,, I-2 N ,.,, ,.,, --N ,.,, 1/) u.-LL ...J ~ ~ -N a.. N ,.,, ,.,., q' 1/l ,---N ,.,., ,.,., q' -u u ID c( ::c ' ::IE c( c( c( ~~ LB LB [A EA EA EA EA [A EA EA CY CY CY CY LF LF LF LF LF LF A':..A ':..A a: a: a: CY CY CY CY CY EA EA EA EA SY CY CY CY LF LF LF LF LF LF LF EA LF· LF 0 0 0 1.2 Concrete Headwall 46'L t 343+91 l ROITO MB-3 D-14 461 I 12 13 No 2/0rlveoble Ditch 46'Lt 343+91 to 83'Lt J . 344+80 1 Rorrp MB-3 12 11 12 RSP 83'L t 344+80 i Ra1T1> MB-3 k .. a: ~ ~ . t . ~ i L&. . 2.6 170 1 5,4· OL Inlet, L=7 85'Lt 143+00 t MocArtt-tr Blvd D-1~ 46J a u s 48 . 4 18 • AP 85'Lt 143+00 to 77'Lt b ◄ u 143+50 l MacArthur Blvd ... 2. 1 174 1 5.6 OS Inlet 77'Lt 143+50 { MacArthur Blvd C s 36 . 5 19• AP 77'Lt 143+50 to 72'Lt d . 143+87 [ MacArthur Blvd 2.0 326 1 5,ll, G2 Inlet 72'Lt 143+87 t MacArtt-tr Blvd e Rem:>ve 24• RCP 72'Lt 143+87 to f . Inlet Structure • 2.2 326 1 6.5 G2 Inlet 19'Lt 350+86 i Rarm MB-3 D-1 46R a s 133 12 24• AP 19'Lt 350+86 \ Rorrp MB-3 to 22' Rt [) -452+17 i Rorrp le-4 0.6 Concrete Col lor 22'Lt 452+17 i Roop MB-4 C ~ 6,5 s 22 4 24• AP/Concrete Backflll 22' Lt 452 +17 i Rann le-4 to d I- 4J'Rt 452+11 i Rann le-4 ◄ . • I-,~~ 1 FES 4l'Rt 452+11 i Rorrp ..e-4 8 .. , lifi~ ; . . 12 13 6.5 IO. 7 996 2 2 1 12 11 12 84 155 SHEET ' TOTAL ' 1 DRAINAGE QUANTITIES 0~04 - ··---··--·-··· -~---. . --~ . I I •-- -I-z -~ I-w i a: vi ~ -◄ ► iS u al ...I z I IC! ::::, -w u I- ~ u uJ >< l!! 0. ~ ◄ 0 -a CD 0 0. -a: -~ 0. ~ w ~ I~ I-w -w ~ w I-a: a: ◄ u ...J u > 15 vi 15 ◄ -u u u ~ ' >< et lii L&J ◄ u L&J ;i; vi a: vi ii I u ~ u ~ I-~ .... ...J ...J 0 u u u CY CY CY CY 1.8 I CIC ~ i ... . u ◄ u .. ,,. , 11., I. 8 6,1 4,5 -... ◄ -~ :::, I-...I u uJ :::, ~ a: I-vi vi 0 15 ~ z 2 ~ -a: -~ vi w a a: u i ~ u ...I ...I 15 L&J u z Vl --::I ::I CY LB no 0.6 0.1 41.l 170 0.6 -I-a: ~ ...I :::, u >< 0 CD -_, uJ w I-vi C) z -u a: 0 u. z .... w a: ~ a: ◄ ◄ ...J CD 0. LB EA 0]., 1 0].◄ 1 FRAMES, GRATES &. COVERS :w: u ◄ N a: ... X I VI a: ◄ .,,. '° a: N ,,, I- EA EA EA a: w > 0 u .c, ~ ◄ a: u. w ...I 0 X z • ◄ .,,. ::I N EA EA FLARED ENO SECTION RCP AP • • . • • 0 '° N CID ..,. ,,, ,,, ... ... N EA EA EA EA EA -Q_ Vl a: - ~ -I-◄ CD > ◄ 0 u 0 >< X uJ I- w ~ a: :::, t-C) u z ::::, -. a: u 0 t-◄ ,,, vi u. EA CY CY DRAINAGE . R SP z 0 -CD I-◄ 0 u 0 -X u. t--CD ◄ ~ V'I CD ◄ ◄ Vl Cl 0 ◄ 0 0 0 . _, 0 0 0 0 0 C) u X :c X X X z t-... t-t-t--I- ~ ~ ~ ~ ~ :w: z u -. . ◄ 0 . . CD .., I-;£; z z z :c C:J 0 0 0 N w C) •-I-t-I-Q_ • -.. N 0 -..,. ...J _:, ~ ... N z 0. N CY CY CY CY CY CY LF s s . s . s s s QUANTITIES R C P A p a: w I-...I -C) w u. :::, 0 ...I ◄ . a: Q_ a: :c w C) " t-a: ◄ ◄ 0 I-:.: I- I - w ::::E 0:: ...I a: ~ t-0 w z -t-...I --vi t-0 z u. Vl vi w z -0 -' ' I-...J ◄ V'I u u vi z I----0 -:w: vi I-:c ~ u :::, • . • • • • . . . • Q_ .., C) -0 \0 N ..,. CID N CID ..,. 0 \0 0 ◄ a: 0 ,,, ,,, ..,. 1/l ,-... ... N ,,, ,,, u u CD ◄ w :c LF LF LF LF LF LF LF LF LF LF EA EA EA EA LF 6 8 I 8.4 Is; 64 82 1 5.6 c;n 0:: ~ 0 u ::a i ->< ◄ ::I LF l 4 18 8 3 16 POOR DUALITY ORl&INAL DISII Cou-111 I IIOUll .1 fOJ.&l'--"Wrf I ..,. ••~I.JS 12 I Oro I n I 23.l/25.5 I 1~41 I ~"I OESCR I PTI ON CF Inlet 24 • AP Concrete Collar 24" AP CSF hoe 2 30" AP JS No 3 No 4 Ditch CF Inlet 24" AP Concrete Col lor 24 • AP CSF Type 2 24" AP JS No 4 No 4 DI tch ,1:t:)_,t:1'X1D-n•!wd.L.J1'9~, Su1a~~aa.il2~•===----A~~~ lllCIS Ulll'.D CIVI. [NGINllll ~ '-::fl l~~"~At --=--------• M 1: ~"-;.;;AH;,;.;S;..;Al'.;;..;..;l'RO.;...;.;;VAL~D;;.;AT~[-----\\• •• J{J(II • ASSOCIATED ENG I NEE AS, I NC. .r. crvt. ~ , • , lll 1 E. SHELBY STREET ~1' Of tlLI ~ r· ' ; ~TARIO. CALIFORNIA tll64 - STATION . 0 0 z . 0 I-z ~ :c V) 2 '-' L&J z t-t-◄ vi ...J >-z Q_ vi :::, w L&J L&J C) l!) C) ◄ ◄ ◄ z z z ---◄ ◄ ◄ 0: a: a: 0 0 0 30'Rt 449+92 i Rarro t.13-4 D-1 46S 0 30'Rt 449+92 to 23'Rt b 449+92 \ MB-4 23'Rt 449+92 \ MB-4 C I23'Rt 449+9? MB-4 to CSF ' Detention Basin No lt51L 8 30'Rt 449+40 i RalT{> t.13-4 to f t2'Rt 43+93 l Bonita Channel t2'Rt 43+93 fl Bonita Chamel (J Detention Basin No 1151L h 99' Rt 42+96 l WMR 0-1 46T a 99'Rt 42+96 l WMR to b 62'Rt 42+46 l WMR 62'Rt 42+46 l WMR C 62'Rt 42+46 \ WMR to CSF rl Detention Basin No 1149L 8 CSF to l' Rt 40+91 q_ Wt.fl f 7'Rt 40+91 i Wt.fl (J Detention Basin No 1149L h i§~l-f-+---f-f----¼--1----l-+--t-t-+--f--f--f---f-+-t-f-+-¼-4~-f-t-t-f--+---1f--f--+-+-t-t---+-t--+~~+-4-4---~--'------+--+--i-l ii;l-+-f--t--f--+-4--+-J-t--t--t-+-+-t~l-l--+-¼--t-1~-t--t-t-t--t-f-f--t-½-l--t--t-+-f-+-t-4--4-+--J--+--+-+------+----------l-~-i-t ~ !J.119.! \ ,., )11.J 206,1 2 210 15~ rOII lllDUCCD Pl.ANS O I z J Oll!Gltl&l sr.&1 r IS IN INCHU I ·-I __ L_ I.. I···-·'--· I 2 SHEET TOTAL DRAINAGE QUANTITIES D-85 oinl COIMTY I IIOUTI T Tn~•~.Vc, ~'l.tjl1\ POOR DUALITY ,2 I Ora 1 l3 I Zl.1125.5 ll'\l 1~1 0 R'I 6 IN AL ~~.~ - • 11£CIS HMO C1va. [NQIN[[II ~~ :t;. -I -u-~ --a~J Pl.ANS Uf'IIOVAL OUI .am •-- ASSOCIATED ENGINEERS, INC. '# ~ JStt [. SHELBY STREET jf"lill DRAINAGE QUANTITIES I ·· ONTARIO, CALIFORNIA 111'4 - -R C P -I-FRAMES, FLARED END R S P A p I-IX GRATES SECT ION z -w ~ w > &. -IX _J COVERS RCP AP I-w :::, :::, i a: V, I-_J u ~ -◄ u w ► z u ::, w >< - ID _J 0 z a: I-0 0... z a: I ~ ::, -w I-V, a:, V, C) w u I-V, -a: -I- ~ u w C -a:, I-_J >< w 0... 25 z _J a: ct -C> w 0 ◄ C) I--"" w w z 0 u u. :::, 0 d C a:, 0 0... z w > 0 0 -_J ct • -a: -z I-0 -:I: u. a: 0... a: :I: DESCRIPTION STATION z llil 0... :a 0 V, u I-I--w C> ,. . ... i§ w w -a: ◄ a:, a:, ct w V, I-a: . 0 I~ I-w I--C> .., > a:, ◄ ◄ :a V, ◄ ct 0 I-I-z --w 0... w w z ◄ 0 0 ◄ • I-I-w i :c I-IX 0 a: I-V, -~ u C) 0 0 0 0 _J :a IX _J a: Ill ::a '-' ◄ u u w :::, u >< :I: 0 0 0 0 0 C> u a: C) I-z: w ~ _J :c :c > ~ V, i§ a: 0 a: ◄ w I-:c :c :c z 0 :a w -> z I- ◄ u w 0 :w: a: ~ I-I-I-I-I--I-I-_J 0 ◄ Ill --~ u u u z z u. u u. w lj lj lj lj :w: z --Vl I-0 z ...... u ..J >-~ ' >< w 0 ◄ z ◄ a: u -Vl V, LI.I z -o! 0... V, ~~ ~ w "" I-u u _J -N a: LI.I ::, . ◄ 0 -.... .... I-_J ◄ 2 w _J w ... _J I-C> z z . . a:, -, V, u u Vl z I-I-j LI.I w w :I: V, a: V, ~ w IX w :I: 0 u z I-0 z z ---0 -:w: Vl :c C> C, C> ii I u V, u V, u I-I Vl :c :::, -:c 0 0 0 N w !s u :::, C, ; -◄ "" ◄ I-◄ z ◄ z V, a: ◄ a: ct z ,. . . . . . . a: u C, I-I-I-I-0... • • . • • • . . . . • 0... --, ->< z z z -_J 0 _J -ct _J ..,. I.O a: ◄ ..,. 0 I.O N co ..,. 0 I-◄ -.. N 0 -..,. 0 U> N ..,. co N CD ..,. 0 U> 0 ◄ a: 0 W• ◄ --- 0 u u u :a :a a:, 0... N n I-:::::E N n n ... ... N n Vl ..... ..J .. ~ ... N z 0... N n n ..,. Ill ,-... ... N n n u u a:, ct :c 2 ,c ◄ ◄ a: a: a: CY CY CY CY CY LB LB EA EA EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA LF LF Ci Ci Ci - 2.4 215 1 9.2~ GCP Inlet 9'lt 13+O7 l Bike Troll •A• 0-1 46U 0 s 104 12 24 • AP 9'lt 13+ol t Bike Troll •A• to 89' Rt b 42+11 q_ Wt.It ). 1.9 112 1 66 . 0CPI Inlet 108'Rt 43+641: Wt.It 0-1 46V 0 -'a: .. ~ 5.5 Tr<llSltlon Structu-e No 4 162'Rt 841+52 l Rono 111-8 0-1-4 46• I ~ 0 ... 828 Trooezoldol Earth Ditch 134'Rt 143+20 l Rte 73 to b . 162'Rt 841+52 l Rorrc> 111-8 u ~ ... - .. . .. , . . - . . ! -I-◄ . I- • '§; ' -~ . ' • ft~ ' .. 104 .. I SHEET ; ' I ' ; : I 828 C).8 327 1 1 TOTAL DRAINAGE QUANTITIES D-86 r""'"" .... .,., • .,..rt'I ,., , ...... ~ . . I I .,, ... .. ... .. .. .,, ... w ,.. Ill i I! ~ I! c1 l~t I I ' e~ la ii i w I a: ~ ... ~ ' ... u 3 ... ! -.. ◄ .. -~ I§~ 1, ~ -t-a:: IJJ > ..J :::, u >< 0 m - ~ ~ -I.LI I-a: ◄ u > i§ ◄ u u >< w ◄ :c Vl u V, t-◄ -..J 0 u CY CY --I- I-a:: z -IJJ ~ IJJ > a:: ..J IJJ :::, :::, V, I-..J u -◄ u w i§ u :::, ~ >< z a: 0 -w I-V, m t-V, -u I.LI i I.LI Q. @s ..J I--◄ IJJ 0 Q. z IJJ a: --i§ I- Q. :II V, ~ -a: w -C, Q. ~ ~ z 0 V, -..J u I.LI a u V, i§ a: l§ -u w u ~ z LL ~ ◄ z u u ..J -L&J ..J w a: VI @s w a: u ~ u i§ z V, a: ..J - - ◄ u u :II ::I m CY CY CY LB LB 2.2 326 3.7 326 2.4 580 2.7 580 0.6 t. 8 326 \ 13.◄ 2138 FRAt.ES, FLARED END GRATES SECTION & RCP AP COVERS -Q. V, a: --i§ a:: IJJ i§ -> I- 0 -u u t-..... ◄ I-m .c, > 0 ID ◄ a: 0 ~ u UQ. 0 0 >< -:c 0 ◄ w 0:UJ I-:r: ~ a:: ~& ~ t- u LL w ~ ◄ a: .... ..J N a: w :::, V, . .-~ I-a: C) . ~ ::z:: u w :a,,: z I- I Vl ::z:: :::, 1-U -:c ◄ a: ◄ ~ • • . • . • • a: ..JO u C, ..J V <D a: V 0 <D N Cl) V 0 I--a: ◄ -0. N ,.,, I-::Ii N ,.,, ,.,, .-.-N ,.,, Vl LL-LL ..J :A ~A EA EA E• EA :A EA ~A E, .. A EA CY SY CY CY 1 1 2 2 1 t 1 1 !! -ORA I NAGE QUANTITIES R S P R C P z 0 -t-◄ u -LL Cl ◄ V, ◄ ◄ V, ◄ I 0 0 0 0 ..J 0 0 0 0 u :c :c :c :c I-t-t-I-I-~ ~ !j ~ z -. 0 . . . -, i3 i§ z is 0 w •-t-I-I-0. • . • • • . • ~N -V 0 <D N V Cl) -~ .-N 0.. N ,.,, ,.,, V .,, ,- CY CY CY CY LF Lf LF LF LF LF s s s s 64 s s 64 , , D PUNS 011 MDUC[ o "'"· .. •· .... ,,..,. •• r •• ... ··•-· ,.. ~ -Ill -' Vl u --• • N Cl) .-.- LF LF 22 22 A p -Vl ' u -• V N LF 162 48 28 34 27~ • 0 ,.,, LF I I CSP -~ a: u w I-:c ..J I--LL • -Cl) a: ~ <D w u ... t--. ◄ :r: 0 • t--2 a: • 0 0 V UJ I- <D t-Vl I-0 I-w . 0 I-..J 0 ..J Vl z -Vl 0 -. . . ~ 0.. <D Cl) Cl) 0 ◄ n V .-u u LF LF LF EA :A 01n1 COUNlY I IIOUll I ,o,'il' rlli\k'.-, I ""4_ ........ U I 12 I Oro I l] I U.l/25.5 I 1'f (I~" POOR DUALITY -~ -s.L_,(,2/~ -~ ORl61NAL lllGIITIRlD CIVI. lNCINClll ~ ~ !:'. ,a.-rt PUNS .t.l't'ROV AL D.t. Tl I w -§lll 1~ I , • • .. 1/l(JI • VAN DELL AND ASSOCIATES, INC. .r,. C1V1. ~,. ... \ 11801 CARTWRIGHT ROAD ~If OI t~\\ .:: , .. IRVINE, CALIFORNIA 92114 - >-I--C, ..J 0 ::> -. ..J u . 0 a.. ◄ :r: DESCRIPTION STATION z LL • a: . 0 ◄ w I- t-z r--, I-C, w :c a: ◄ ..J a: Ill ::Ii '--' !i z z w w -> z t-I- ◄ 0 ◄ Ill - 0 a: LL u ..J ► z z 0 0 0. VI ::> ◄ :IE I-I-i w w w ~ Vl :c C, C, C, u ::, C) -◄ ◄ ◄ -, ->< z z z a: 0 w ◄ -- - m ◄ :r: :IE ◄ ◄ ◄ a: a: a: :A EA LF LF 0 0 0 6.5 G2 Inlet 4' Lt 145+50 \ Rolll> MB-1 0-2 '17A a 6.8 18" AP 4' Lt 145+50 to 4' Lt b 145+75 \ Ralll> MB-1 8.9 G2 Inlet 4' Lt 145+75 \ ROlll> MB-1 C- 6.5 GD-1 Inlet 4' Lt 147+90 \ Ralll> MB-1 (, 4.7 24" AP 4' Lt 146+25 to 4' Lt e 147+90l Rolll> MB-1 7.5 G0-1 Inlet 4' Lt 146+25 i Rolll> MB-1 f 6.J 24" AP 4' Lt 145+75 to 4' Lt 0 146+25 i Rolll> MB-1 7.5 24" RCP 4' Lt 145+75 to 55.60' Lt h 146+oo. 43 l Rolll> MB-1 Concrete Col lor 55.60' Lt 146+00.43 \ Rolll> MB-1 I 1. 2 24 1 API CI 55.60' Lt 146+o0.43 to 74.54'Lt j 146+1 O. 02 \ Rolll> MB-1 FES 14.54' Lt 146+10,02 \ Rolll> MB-1 k 4.4 24 • AP 4' Lt 147+90 \ to 36.2' Rt I 14 7+90 \ Ralll> MB-1 6.5 G2 Inlet 36.2' Rt 147+90 \ ROlll> MB-1 m . , •• SHEET TOTAL DRAINAGE QUANTITIES D-87 Ir., ,"t,,.., . . ,- -I-z -~ I-w ~ a: Vl w -◄ ► > z u ., > ...J 0 z i "' ::, -w a: u I- ~ u w > >< w 0.. II! ◄ 0 I--a CD 0 0.. -a: -'~J. J. 0.. z w w ,~ ~ ::a 0 I-w I--w 0.. w I I I-a: 0 a: ◄ u _. u > z Vl z ◄ 0 -0 u u u ' >< w s~ ► w ◄ I-u ., w ii :I: Vl a: Vl ~ u Vl u Vl I-◄ z ◄ -_. 0 _. ~ 0 u u u CY CY CY CY 2.8 , a: .·~ .. ~ u i I&. . u ~ .. 2,3 -w a: ::, I-_. u w ::, w a: I-I-Vl Vl 0 a: z 0 ◄ z z ::I 0 -a: -w I-Vl w ::, a: 0 u w z z 0 ◄ u _. _. a: w 0 u z Vl -::I ::I CY LB 4 326 2 2.4 580 2,3 326 2,l 580 ;: FRAMES, a: GRATES ~ & FLARED END SECTION RCP AP 5 COVERS u 1--~----'----'---~--1 >< 0 CD _. w w I-V) t!) z a: w > 0 u .., ~ ◄ :..:: a: 0.. Vl a: z 0 I-◄ > ◄ u >< w u a: 0 LL z U LL W ◄ a: N O:W ::> w -_. 1-a: w XO U I-I Vl X ::> O::-c( O:<C(Z•••w•••a:: ◄ -lvU>a:◄vOU>NCOVOt­ CD Q.Nrw,t-::IEN"'1"'1--Nrw,V) LB EA:AEAEA EAEAEA EA[A E, EA EA CY -z 0 -I-u w I-0 a: uo.. -a:w CD 0.. ◄O LL ...J Vl a: w:..:: 1-U -lO -a: LL- SY 1 34 38 2 1 2 1 CD CD 0 0 0 X 0 I-X ~ I-~ . t!) z I--X u t!) ◄ -LL _. CY CY DRAINAGE QUANTITIES R S P R C P A p z 0 -I-◄ u -LL - CD ◄ Vl ◄ ◄ Vl 0 0 ◄ 0 0 ...J 0 0 0 0 u X X X X I-I-I-I-I-~ ~ ~ ~ z ---Vl Vl . . 0 -' ' z z . -, Vl u u z z ---0 0 0 0 UJ I-I-I-I-0.. . . . . . . . . . • ... N -..,. 0 U) N ..,. a) N a) ..,. 0 ~ ~ ... N 0.. N .., ,.,, ..,. .,, ,-----N ,., CY CY CY CY LF LF LF u LF LF LF LF LF LF s 34 s 19E 34 s 18 s 32 s 74 . U) .., LF CSP -:..:: u -X I-. ..,. U) 0 . 0 -. a) ..,. LF :..:: a: u UJ >- -I-1-::c _. - t--c.:, ...J LL ::,-• _. u coa: a..◄ U) UJ LL ... I-a: ◄ ◄w 0 • I-t!) -:::1 a:◄ 0 fs ~ z w I-◄ 1-Vll-00: 1-w Z 0 0 I-_.◄ -lVlZ 1-v,O :W:Vl ■ ~a_U=; co O ◄a:o ..-UUCD ◄ • X • I-w _. a: z w -> 0 LL u 0 ::IE I-~ X c.:> -->< w ◄ X ::IE LF LF l. 1 9,l 6.5 4.8 1 5.5 l.6 5 POOR OUALITY ORIGINAL DESCRIPTION STATION 30" AP 100' Rt 1145+o0 to 99.75' Rt 1145+35 t Rte n G2 Inlet 99.8' Rt 1145+35 t Rte n 30" AP/Concrete 99.8' Rt 1145+35 l Rte to Bockflll 95,9' Rt 246+86.96 \ R0111> BA-2 FES/RSP 95.9' Rt 246+86.96 l Rorrp BA-2 G0-1 Inlet 96,5' Rt 1149+80 t Ate 73 18" AP 96.5' Rt 1149+80 to 96.3' Rt 1150+o0 q_ Rte 73 G2 Inlet 96.3' Rt 1150+oot Rte 73 24" AP 96. 3' Rt 1150+00 t Rte to 20' At 250+10 l Rono BA-2 GD-1 Inlet 20' At 250+10 l Rorrp BA-2 24" APIC)/Concrete 20' Rt 250+10 to 11.' Rt Bockfl 11 249+62. 75 \ Rorrp BA-2 FES 11' Rt 249+62,75 \ Rorrp BA-2 ! 2,4 580 2 8. 7 GD-1 4' Lt 150+o0 t Rorrp MB-1 _ P 80 l,4 18" APIC) 62,8' Lt 149+53,23 to 4' Lt E 150+o0 l ROfT1) t.e-t d 0 z . . 0 I-z ,,......, X Vl 2 '---' ~ ~ I-Vl -~ ► z Vl ::, w w w u u t!) ◄ ◄ ,c z z z --◄ ◄ ◄ a: a: 0: 0 0 0 0-2 478 0 b C d 0-2 47C 0 b C d 8 f 0 D-2 470 o b ~ ~ ~ 0.4 Concreta rn1 lor 62.8' Lt 149+53.23 l RoJJD MB-1 c , ~ -i i-;---;--;---;-;---11--t--t--t-HH-t--t--t--t-H-t---lt---t-t-+---t--t--t--t-:5::t--t--t--t-t-t--t---t::2:-=8t-;---;--t--t---iH-t--t--t----lf-1-. -=--1 t:178"':f-" ~A--::P~~.!..L.l=!!.-----J-~84~ . .;.6T'"' ..!:Lc!.t....;1!.::!4~9+.!.:3!.:!5c!.c. 2~4~to..!!.l:!6~2 .l!..8~' !!.L:.!t~--l--l--l-d~ • ; < § ~ t--t--t-~r--+--t--t--t-t--t--t-H--t--+-t-r.t-t--t--t---t--t--+-t--t-+--t--t--t--+-+-t--+-t-1--1r-t-t-t-;--t--HH--t---,.-t--t:~-------+1'.:'":4~9+5~3.:..:· 2:.:=.3..!l:-:..:.:RO::,::ff'P~t.13:;..:-1~----+--1----1-~ 1 FES 84.6' Lt 149+35.24 t. Roop te-1 e i ·~ 5•116•223'2 B 1 11 34 38 J◄ 12110121, : -FOR R[OUC[O PLAHS 0 SHEET TOTAL DRAINAGE QUANTITIES D-88 °' ~ .. 0 -.. .,, w ► m ' I ~ w ◄ 0 I~, ~ .. f I I .... ~~ ~ ii I m -I a: ~ ; fj ... ..; ◄ u ~ ! -... ◄ ... t~~ i-u ~-Bi ! -!;i > ◄ u )( w X u I--Cl CY -I-z -~ w -a: I-w :::, a: 1/l t-..J ~ -,c( u w ~ u :::, w ..J z a: t- :::, -w t-1/l u t-1/l u w Ii >< w ll. 15 0 t-,c( a:i 0 ll. z -a: --~ IL 2 ~ ~ -a: w -w @; w w a: a: t-Ill u ..J u w a z V, z a: 0 -0 u ~ u u ! w c( ,c( I-u u ..J ~ ..J V, 1/l 2i w Ill u ~ u ◄ z z V, ..J 0 ..J --u u u ::I ::I CY CY CY CY LB 2,4 580 2,4 326 0,4 0.6 223 2,3 580 1.6 112 0,4 9,3 1821 -FRAMES, FLARED END I-a: GRATES SECTION ~ & ..J COVERS RCP AP :::, u >< -0 ll. a:i 1/l -a: --~ ..J a: w w z -w > 0 I- I-0 -u 1/l u I-w ,c( I-a:i C> .., > 0 a:i z ,c( a: 0 -~ u uo.. 0 8 u >< -::c 25 c( w a:w I-::c ""' ff mo.. ~ I- LL u w ◄O ~ z ◄ a: LL ..J -N a: w :::, V, w ... ..J I-a: C> . a: w ::c 0 u WM: z I- I-I Ill ::c :::, 1-U -X a: ,c( a: ◄ z . • . • . • • a: ..JO u C) c( ..J ,q' '° f= ~ .... 0 '° N CD ,q' 0 I--a: ◄ - a:i 0.. N ,.., N ,.., ,.., ... ... N ,.., Ill LL-LL ..J LB AEA EA [A EA EA EA EA A EA :A EA CY SY CY CY 2 1 1 2 1 1 1 1 5 1 2 .ORA I NAGE OU'ANT IT I ES R S P R C P A p z 0 -I-,c( u -LL -co ,c( Ill ,c( ,c( Ill 0 c( 0 0 0 ..J 0 0 0 0 u :c ::c :c ::c I-I-I-t-I-~ ~ ~ !:Ji z --1/l 1/l . 0 -..... ..... . . -, 1/l u u is z 0 z is ---0 w •-I-I-I-0.. • . • • . • • • • . .. N -,q' 0 '° N .... CD N CD .... 0 ~ ~ ... N a.. N ,.., ~ ""' .,, r-.... .... N ,.., CY CY CY CY LF LF LF lF LF LF Lf LF LF LF s 48 s 10 0 s 108 s 62 -s 32 - 32 48 24( FOIi RlOUC[O !'I.ANS 0 z I CSP -""' a: u w -I-:c ..J I--LL . -CD a: ""' '° w u ... I--. ,c( ::c 0 • I--2 a: . 0 0 ,q' w I-'° I-Ill I-0 I-w 0 I-_J 0 ..J Ill z -1/l 0 -. • • ~ Q.. '° CD CD 0 c( ,.., ,q' .... u u LF LF Lf EA '"A 8 8 -i•i .... ~ ••• l ............. l ,u,. f nw POOR DUALITY 0ro I l] I 2].T/25.5 I ioo I f;6,I, ORl61NAL n4'-c J,GJl,_;J -P lSS•~.-: MGIS TlRCD Cm. lltCNlR ... ~~ I . 1M 2 .... , ~ 1'1.ANS ArPROVAL OU£ -1-•Ill 1: 1 . , ... ,_ . ~AN DELL AND ASSOCIATES, INC, ~CIYl.~~;:, .• • '. \ 11101 CARTWRIGHT ROAD Of UL\ .. I IRYINE, CALIFORNIA 92114 -.• •• I >-I--C> ..J 0 :::, -. ...I u • 0 a.. ,c( ::c DESCRIPTION STATION z LL • . a: . 0 ,c( w I- t-z r- I-C> w ::c a: ,c( ...I a: Ill ::IE '-' 0 z z w w 2 --> z I-I- ,c( 0 c( V, - 0 a: LL u ..J >-z z 0 0 a.. Ill :::, ,c( 2 I-I-~ w w w ""' Ill ::c C> C> C> u :::, C) -c(, c( ,c( -, ->< z z z a: 0 w ,c( --- ID c( ::c 2 c( ,c( c( 0:: a: a: :::A EA LF LF 0 0 C 6,5 G0-1 Inlet 32' Rt 153t00 l Rorrp MB-1 0-2 47E a 5. 1 18 • AP 32' Rt 152+50 to 32' Rt b 165t00 \ Rorrp t.13:-1 l,3 G2 Inlet 32' Rt 152+50.00 \. Rorro MB-1 C 11 24 • APIC> 38.8' Lt 152+46.66 to 32' Rt I 152+50 \ Rorrp MB-1 FES 38,8' Lt 152+46,66 \ Rorro MB-1 e 6,9 Mod Gt.f>/Debrls Rock Cooe 10. 6' Rt 1153+14.24 q_ Rte n D-2 48A a 7,3 24 • AP( S) 10,6' Rt 1153+14.24 l Rte 73 to b 30.4' Rt 253+50 \ Rorm BA-2 6.4 GD-1 Inlet 30.4' Rt 253+50 \ Ronn BA-2 C 4,2 24 • API S > 30.4' Rt 253+50 to 90.8' Rt d 253+52. 06 1 Rooo BA-2 FES 90,8' Rt 253+52,06 \ Rorro BA-2 e 5, 1 OCP Inlet/AC Apron 41. 9' Rt 255+66. ll l Rorro BA-2 0-2 488 a 3 12• APIS) 41,9' Rt 255+66.ll to 71. 77' Rt b 255+72. 53 \ Rorrp BA-2 FES 71.8' Rt 255+72,531 ROll1> BA-2 C SHEET • TOTAL DRAINAGE QUANTITIES D-89 - I ► . ., i w ~ ~ ,c 0 ~1, 1, ~;:i ' • I j ' ~~ ► m ~i ~ ~w ~ uo ,ac ' l!! .. ~ u l "- ..; ~ .. ~ -... ◄ ... I§§~ ~-u • •• ~ z .) ~ ·o ·~ u'l -... O> .... u'l -.... N ... -I-a: w > ....I :::, u X 0 CD -z w 0 I--w I-a: < u > z ◄ 0 u u X w ◄ :c VI u VI I-◄ -..J 0 u CY CY -I-z -~ w a: w :::, VI I-....I -◄ u w z u :::, w 0 z a: I--w I-VI I-VI u w 0 w 0.. a: z I--0 ◄ 0 0.. z a: -z a.. ::I 0 w -a: w I--0.. w w 0 a: I-VI ....I u w ::, VI z a: 0 -0 u w u li z w ◄ I-u u ..J w ..J a: VI a: w u VI 0 u z ◄ z VI 0 ..J -u u ::I ::I CY CY CY LB 2.5 580 4 326 4.2 326 4.4 326 5.3 580 5.5 326 2.1 326 4.2 326 2.0 580 ]4.6 3696 -I-FRAMES, FLARED END a: GRATES SECTION w > A ....I RCP AP :::, COVERS u X -0 0.. CD VI -a: --z ..J a: 0 w w z -w > 0 I- I-0 -u VI u I-w c( I-m C> ad > 0 m z ◄ a: 0 -~ u uo.. 0 0 u X -:c 0 a: ◄ w a:w I-:c 0 :w:: a: CD O.. ~ I- I.J.. u I.J.. w ◄O ~ z ◄ a: I.J.. ....I -N a: w :::, VI w -....I I-a: C> . a: w :c 0 u w:w:: z I- I-I Vl :c :::, 1-U -:c a: ◄ a: ◄ z . . . . . . • a: ..JO u c., ◄ ..J V lD a: ◄ V 0 u, N co V 0 I--a: ◄ -m a.. N n I-::I N n n --N n VI u..-LI. ..J LB :A :A EA EA EA EA EA EA EA E~ :A EA CY SY CY CY 2 1 1 1 2 1 1 1 2 12 " OISTI COlMTT I IIOUH I ,o'i'it' ~9,,, r«.J.'I.!:~~ POOR DUALITY ,2 I 0ro 1 T] I 23.l/25.5 I ZOI I f;t,I, ORIGINAL 11l_L / ,.r: J/4 ; ,. -~ IIIGIS T[ll[D CIVI.. [...,._[II j,~@ll'l IL~ W -!Jll!I C PUNS """DYAL DAT[ • '"· lld J. L VAN DELL AND ASSOC I ATES. INC. 11 c1vt. _,,,,I:,~ DRAINAGE QUANTITIES 17801 CARTWRIGHT ROAO fl~\ IRVINE• CALIFOONIA tZll4 - R S P R C P A p CSP -z :w:: a: 0 u w >---I-I- I-:c ....I -◄ I--c.:, ..J 0 u I.J.. :::, -. -• ....I u • 0 I.J.. -co a: . a.. ◄ :c DESCRIPTION STATION z -:w:: u, w I.J.. • d m ◄, VI u -I-a: . ◄ ◄ VI -◄ ◄ w I-I-z ,,...., 0 0 < :c 0 • I-c.:, w, :J: 0 0 ....I I--2 a: ◄ ....I a: VI 2 '-" 0 0 0 0 u a: 0 z !: ; w w :c :c I-I-:c :c . 0 0 2 -> z I-I- ~ ~ I-I-I-..,. w I-◄ 0 c( Vl - ~ ~ z --u, I-VI I-0 a: LI. u ..J >-z -Vl Vl 0 I-w z 0 0 ' 0.. VI :::, . . 0 -.... .... 0 I-..J c( I-; ::I z z . -, VI u u 0 ..J VI z I-j w w w 0 z z ----VI 0 -:w:: VI :c C> C> c., 0 0 0 w ~ u :::, c., -c( ◄. ◄ I-I-I-I-0.. • . . a • • • . . • . . • 0.. -, -· X z z z ... N -V 0 lD N ..,. co N co "" 0 lD co co 0 ◄ a: 0 w. < --- ~ ~ -N a.. N n n V ""' ,_ --N n n V -u u m < :c ::E ◄ ◄ ◄ :A EA a: a: a: CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA LF LF 0 Cl Cl 6.6: G0-1 Inlet 46,8' Lt 167+45 l MocArthu-Blvd 0-4 48C o s 160 7,8 24• APISI 46.8' Lt 167+45 l MocArthu-Blvd b to 40' Rt 158+75 1 Rano MB-1 9,5 G2 Inlet 40' Rt 158+75 i Aono 1.13-1 C. s 18 . 7.4 24" API S) 40' Rt 158+75 to d . 40' Rt 158+55 l ROIT1> 1.13-1 10.2 G2 Inlet 40' Rt 158+55 '-Ronn 1.13-1 8 s 18 8.2 24 • API SI 40' Rt 158+55 to f 40' Rt 158+35 i Aono 1.13-1 10.8 G2 Inlet 40' Rt 158+35 l Ro1T1> 1.13-1 0 s 34 9 24 • API SI 40' Rt 158+35 to h . 40' Rt 158 ♦00 l Ro111> 1.13-1 11.~ G0-1 Inlet 40' Rt 158 ♦00 l ROIT1> 1.13-1 I s 122 11. 1 24 • API SI 40' Rt 158 ♦00 to J 40' Rt 156+75 l Ronn 1.13-1 13.~ G2 Inlet 40' Rt 156+75 G Ro111> t.e-1 k s 132 24• RCP/Speclol Cover . 40 Rt 156+75 \ Ro111> 1.13-1 to I 48' Rt 857+40 l Ro111> MB-8 7,5 GCP Inlet 48' Rt 857+40 \ ROITI) MB-8 0 S 60 7.6 24" RCP 48' Rt 857+40 to p 4' Lt 857 ♦00 l. R0111> MB-8 10.3 G2 Inlet 4' Lt 85 7 +oO i Rann MB-8 Q 5,31 GD-1 Inlet 4' Lt 856 ♦00 \. Roori MB-8 ,. s 98 8 18 • AP 4' Rt 857 ♦00 to s . 4' Lt 856 ♦00 l R001> MB-8 s 68 -8.2 24 • API CI 4' Lt 857 ♦00 to t 77. 5' Lt 85 7 +oo i R0111> MB-8 FES 77.5' Lt 857 ♦00 i Ro111> 1.13-8 u s 104 4.4 24• APISI 46.8' Lt 167+45 to 00 46.8' Lt 168+50 { MocArthlr Blvd 19; 98 52-1 -SHEET TOTAL DRAINAGE QUANTITIES D-90 ,Oil R[OUC[O PtAN5 0 I 2 I I l"l l"l .. Ill N .. Ill ... ... a, ' • Ill .,.. ' ~ ' >-II i I ~ lit ◄ a ~, D ■ I I ' e~ ~ ii I -1 m t ~ i "' u ~ .. ~ -t-◄ t-j!~ i,i ~ -I-z -~ I-w a: V, w -◄• > ~ u ..J z ::, -w u I-u uJ >< ~ D. 0 -IQ 0 0.. -a: -0.. ~ lLI lLI I-uJ I--lLI & lLI I-0:: 0:: ◄ u _, u > l!5 V, l!5 ◄ -u u u >< ~ w ◄ u lLI X V, 0:: V, u V, u ~ I-◄ ~ -..J _, C u u u CY CY CY CY 6 4.2 0.4 ,. 6 4.6 -- -I-FRAMES, 0:: GRATES -~ lLI A ~ ..J ::, COVERS I-..J u u w ::> ~ >< 0:: 0 I-VI IQ VI -i I§ _, a: ◄ lLI w z w > -~ I-0 :I VI u -a: -u od lLI z I-V, -~ lLI a u 0:: 0:: ◄ u w 0 ii.: a: ~ z u. u u. ◄ z ◄ u ..J -N a: w ..J w -..J 15 w a: w X 0 u I-I VI X z VI ~ ◄ a: ◄ z ..J V "° a: ~ :I ::a IQ D. N l"l I- CY LB LB ::A EA EA EA E, 1.4 580 2 t. 9 580 2 t. 9 t. 5 200 1 2 1. 2 0.6 223 1.7 326 1 2 200 1 2 12.2 ~109 2 5 1 4 ... ~•.a-•~• DRAINAGE QUANTITIES FLARED END R S P R C P A p SECTION RCP AP -D. z V, 0 a: ---z I- 0 ◄ z -u 0 I---u u. I-w -◄ I-IQ CD ◄ Ill > 0 IQ ◄ ◄ Ill ◄ a: C C ◄ u UD. 0 C 0 C C ..J >< -::c 0 CJ 0 0 0 u lLI a:w I-::c :c: ::c ::c ::c COD. ~ I-►-I-I-I-I- lLI ◄O ~ ~ ~ ~ ~ z --a: u. ..J -Ill VI ::> V, . . . 0 -' ' I-a: u . . . -, Ill u u u wii.: z I-:!: z z z -C:J 0 --::, 1-U -% •-I-0 0 w . . . • . . . f!: ..JO u C> I-I-D. • • • • . • . . • • V 0 "° N Cl) V 0 -a: ◄ -.. N -V 0 "° N V co N CD 'II' 0 N l"l ,., -.,.. N ,., V, u.-u. _, ·-~ ... N D. N l"l ,., 'II' Ill r---N ,.., EA :::A [A .. A E, :::A EA CY SY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF ~ s 98 . s 10 S 311 . D s 90 s 44 1 s 98 1 !I 31( 14~ 1 oc 98 . l'IIA wnucrD l't • •·, 0 01STI COUNTY -,,.oun I ,a'i1il' ~Vu f1A.1IJiH\ 12 I Ora I l] I Zl,T/25.5 I u,i. I 5',I, POOR DUALITY l&L II ~~)/~ - ORl61NAL ~s 11£GIST[A[D CIVL l[NCIH[[II t &l . I ~. __ _,ta•~~ WI -!IDI =-1 II !'UN$ APPROVAL DUI[ " ... 111111 • ·, VAN DELL AND ASSOCIATES. INC, ~ CIVI. ~'° \ 17801 CARTWRIGHT ROAD ~"l' ) OI tlL \\ IRVINE. CALIFORNIA 92714 - CSP -:0.:: a: u w >--I-I-::c ..J -I--C> ..J 0 u. ::, -. . ..Ju . 0 -co a: D. ◄ ::c DESCRIPTION STATION z :0.:: "° w u. . u ... I-0:: . 0 -◄ ◄ w I- I-z r-, ::c 0 ;s I-C> w ::c I--::i a: ◄ ....I a: VI :II ~ 0:: ~ z z w w • C 0 -> z I-I- 'II' w I-◄ 0 ◄ Ill - "° I-V, I-C 0:: u. u ..J >-z 0 I-w zc 0 D. Ill ::, . 0 I-....I ◄ ::i 0 _, Ill z I-I-5 w w w -V, 0 -ii,: Ill X u u C> ~ u :::, u -◄ ◄ ◄ • . . D. -, ->< z z z "° co co 0 ◄ a: C w ◄ ---,.., 'II' -u u CX) ◄ X ::I ◄ ◄ ◄ [A [A a: 0:: a: LF LF LF EA EA LF LF C C C 3,0 G0-1 Inlet 47. 7' Lt 169+50 ll MacArthur BI vd 0-4 48C bb 5,0 G0-1 Inlet 46,8' Lt 168+50 11. MacArthur BI vd cc 3.4 18" API S l 46,8' Lt 168+50 to 47,7' Lt dd 169+50 l MacArthur Blvd '· CF Inlet 116, t' Rt 850+42,27 t. Ra!Tl> MB-8 0-2 48E 0 1.8 24 • AP 116, 1' Rt 850+42, 27 to b 111,6' Rt 850+45.46 l Rano t.13-8 5,0 OCPI Inlet/Obi Opening 111.6' Rt 850+45.46 i Ra!Tl) MB-8 C 37.5 24" RCP 111,6' Rt 850+45.46 to 86,1' Rt d 852+85,30 6 Rarro MB-8 Concrete Headwall 86.1' Rt 852+85.30 6 ROITl> t.13-8 e No 4 Ditch Detention Basin No 1148R f 4 3.7 Mod GMP/Oebris Rock Cage 8. 1' Rt 1156+50 ' Rte 73 0-2 48F a 4,2 24" API S l 8.1' Rt 1156+50 to b 100.6' Rt 1156+50 l Rte 73 4.6 G2 Inlet 100,6' Rt 1156+50 t Rte 73 C 3.4 18 • API S l 100.6' Rt 1156+50 to d 144. 1' Rt 1156+50 l Rte n FES 144,1' Rt 1156+50 t Rte 73 e ., 7. 1 OCPI Inlet 141. 9' Rt 1157+01,31 { Rte 73 0-2 48G r 5.4 30• AP 141, 9' Rt 1157+01.31 to • 118,6' Rt 1158+02,54 l Rte 73 •,,; 4 SHEET TOTAL DRAINAGE QUANTITIES D-91 -I .. .,,, .. ·- DIU COUNTY I IIIOUTI I ,o'i'it.'~\Jr, r.J'l .. 1Jl~ 12 Oro I l3 I 2].l/25.5 lz.oJ I~ POOR DUALITY -· 1>f~u• .,.,,/ K,)/w.,f - ORIGINAL ~~ • IIIICII Jllll[O CIVI. ll!G9€[111 -'I !:'.__.,. .,111111 ~ ~I-•ra 1 l PUNS Al'f'IIOVAL OU[ . ,. """ . VAN DELL AND ASSOCIATES. INC. .r~ CIVL /,tt,. 11101 CARTWRIGHT ROAD #TILi DRAINAGE QUANTITIES IRVINE, CALIFORNIA 92T14 - -FLARED ENO R S P R C P A p CSP -I-FRAMES, I-0::: GRATES SECTION z -w ~ w > & -0::: _J COVERS RCP AP I-w ::, ::, El 0::: Vl I-_J u w -◄ u w ► ~ > z u ::, w >< -- GI _J 0 z 0::: I-0 0.. z ..:: 0::: El II! ::, -w I-Vl ID V) 0 u w >- u I-Vl -0::: ---I-I- ~ ... u w 0 -z I-:z: _J - ... >< w 0.. 0::: z _J 0::: 0 ◄ I--Cl _J ll! ◄ 0 I--0 ◄ w w z -u LL ::> - . 0 D ID 0 0.. z w > 0 I--• _J u . 0 -0::: --z I-0 -u LL -a:, 0::: 0.. ◄ :z: DESCRIPTION STATION z • I~ J. -' 0.. :I 0 V) u I-w -..:: U> w LL •· z w w -0::: ◄ I-ID ID ◄ V) u -I-0::: . c5 -~ ~ ' 0 I-w I--Cl .., > 0 ID ◄ ◄ Vl -◄ ◄ w t- t-z C • -w 0.. w w z ◄ a: 0 0 0 ◄ :z: 0 JI: I-Cl w :z: i I I-a: 0 a: I-Vl -~ u uo.. 0 0 0 0 0 0 _J I--::I 0::: < _J 0::: Vl 2 c( u _J u w ::, u >< -:z: 0 :z: :z: 0 0 u a: 0 z ,=i w ~ > z Vl z 0::: 0 0::: ◄ w 0::: w I-:z: :z: :z: . 0 0 ::I > z t- I-t- c( 0 -0 u w 0 ..:: a: mo. ~ I-~ ~ I-I-I-,q-w I-◄ 0 c( Vl - u u u z z LL U LL w <0 ~ ~ ~ z --U> t-Vl I-0 a: LL ' u _J >-z ' >< w 0 < z ◄ a: LL J -Vl V) 0 t-w z 0 0. 0.. V) ::, ~~ ► w -ct I-u u _J -N 0::: w ::, Vl . 0 -..... ' 0 t-_J ◄ ! ::I . . GI w _J w -_J t-0::: Cl z z . -, V) u u 0 _J V) z I-~; j w w w :x: Vl 0::: Vl 0::: w a: w :z: 0 u w..:: z t-0 0 z z ----Vl 0 -..:: Vl Cl C) C) ~i El u V) u V) 0 u I-I V) :z: . ~ t-U -:z: I-I-0 0 w !i u ::, C) • -◄ ◄ ◄ I-◄ z ◄ z Vl a: ◄ 0::: ◄ z. . . • . . JO u Cl I-I-a. • . . . • • . • . . • . • 0.. -, ->< z z z " -_J 0 _J -◄ _J ,q-U> 0::: ◄ ,q-0 U> N a:, ,q-0 t--a: ◄ -.. N -,q-0 U> N ,q-a:, N a:, ,q-0 U> a:, CD 0 ◄ 0::: 0 ~-' ◄ -- ~ 0 u u u :I :I ID 0.. N .,., I-::IN .,., .,., --N ..-, Vl LL-LL _J ~ ~ -N 0.. N .,., .,., ,q-Ill ,---N .,., .,., ,q--u u ID ◄ ::I ◄ ◄ ◄ a111 LB LB EA ::A EA EA EA EA EA EA ::A E~ (A EA CY SY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF :::A [A 0::: 0::: a: CY CY CY CY CY EA EA LF LF 0 0 0 2.2 236 1 8. 1 GCP Inlet 118. 6' Rt 1158+o2.54 t Rte n D-2 48G C s 94 6 30" AP 118, 6' Rt 1158+o2.54 to d . 115,9' Rt 1158+94.98l Rte n ~ s I 6 5.3 24" AP 124.5' Rt 1158+o4.05 to e 2 a: 118.6' Rt 1158+o2,54 l Rte 73 I!! 1. 9 . CF Inlet 151.2' Rt 115l+o5.83 q_ Rte 73 f .. ~ u s 26 6,3 24" AP 151.2' 115l+o5.83 to i ... Rt 0 . 147.9' Rt 1157+20.65 l Rte 73 u • 1 CSF Type 6 Detention Basin No 1156R h u 11 1 No 4 Ditch Detention Basin No 1156R .. I 2.3 580 2 6.4 GD-1 Inlet 129,5' Lt 1171+15 t Rte 73 0-3 49 a s 18 4.8 18" API SI 130' Lt 1171+15 to b 130' Lt 1170+95 l Rte 73 2,3 580 2 6.2 G0-1 Inlet 129.5' Lt 1170+95 ( Rte 73 C s 1 1 • , 6,7 24" AP 130' Lt 1170+95 to d · 14,1' Lt 1170+92,50 t Rte 73 0.4 0,6 223 1 D 6 5.2 Mod CLP/Debris Rack Caoe 14.1' Lt 1170+92.50 l Rte 73 e s 1 1 • . 8 24" AP 14.1' Lt 1170+92.50 to f 102' Rt 1170+90 t Rte 73 3,8 326 1 9. 1 G2 Inlet 102' Rt 1170+90 t Rte 73 0 s 18 . 7,2 24 • AP( SI 102' Rt 1170+90 to h ! 102' Rt 1171+10 l Rte 73 ._ 4,3 580 1 9,5 GD-1 Inlet tn?' Rt 1171+!0 t Rte 73 ◄ I ._ ~~~ 6,4 s 151 1.2 24" APISI/Concrete 102' Rt 1171+10 to J A. Q - Backfl 11 141,1' Rt 1172+63.93 l Rte 73 1 -!i •• :i g~ 1.2 Concrete Headwall 141,1' Rt 1172+63,93 l Rte 73 k U ◄ 6 3 No 2 Ditch 141,1' Rt 1172+63.93 to I .. . 148.2' Rt 1172+90. 82 { Rte 73 111 SHEET ... 17 1 o. ~ 6.4 18. I 252' 18 431 94 ... 6 2 6 1 TOTAL °' - ' -DRAINAGE QUANTITIES ' 0-92 N ---·--· -·-............ --· ...... . ' . . I I 0 l"l .. 0\ l"l .. '° ... i ► Ill I ~ ~ w Q =~ I~ Ii I I ' e~ ~ ii I I a: ~ I ~ I&. u ~ .. ! -I-◄ ... ll§ ~ a--u l! Si -- -t-a: ~ -~ 5 -u ... u >< ~ 0 co 0 -a: Q. ~ w ... w -w & ... a: ◄ u _, > z V, ◄ 0 -u u >< ~ w ◄ w X VI a: u VI u t-◄ i5 -_, 0 u u CY CY CY -FRAMES, -I- I-a: GRATES z -~ ~ w & a: _, w ::, ::, COVERS ~ ... _, u u w u ::, ~ >< z a: 0 w ... Vl co Vl -w 0 Q. a: z _, -0 ◄ w Q. z ~ --i5 2 Vl w -a: ... -C> w ~ z a: Ill -u ~ ::, u i5 0 2i u ~ ,w: u ~ u.. u ◄ z ◄ u u _, -N a: _, w .... Vl ~ w a: w. X V, u I-I VI ◄ z V, a: ◄ a: ◄ _, - - ◄ _, .... U) a: u 2 ::I a> Q. N l"l I- CY CY LB LB u ::A EA ;:A 2,2 580 2 1. 9 326 1 o.s 0.4 3.4 1.2 4.6 s.o 906 3 :ORA I NAGE FLARED END R, SP SECTION RCP AP -Q. z Vl 0 a: ---~ I- a: ◄ w z -u > 0 ... - 0 -u u.. u I-w -◄ I-a> ◄ Vl ed > 0 a> co ◄ ◄ Ill ◄ a: g c:> 0 ◄ ~ u UQ. 0 0 0 0 0 _, >< -X 0 0 0 u ◄ w a:w ... X :c X X X a: ~~ ~ ... I-... I-I-I- u.. w ~ l;j ~ ~ ~ z a: u.. _, -w ::, VI . . . 0 _, ... a: C> . i§ z . -, 0 u w ,w: z I-0 z ~ X ::::, 1-U -X t-0 w I . . • • • • • a: _JQ u C> ,-t-I-0. • • .... 0 U) N co .... 0 t--a: ◄ -.. N -.... 0 N l"l l"l .... .... N l"l Vl u..-u.. _, -~ ~ .... N 0. N l"l r, EA EA EA EA E, EA EA CY SY CY CY CY CY CY CY LF LF s s s s ' 1 s - 1 ' FOIi MDUtr•~ ~,- -------· .,.., •• ..,_.. •. I .... -. -, ... , ... . .. ,2 I oro I n I n.112s.s ,~r~- POOR Q UH 111 'lt!.J. llr=./1'.l/d - ORIGINAL pm,~ ll[GIS T£R£D CIVI. [HCINE[II ~'~L~t ,I ;I... §[II 1' ,I l'lANS APPROVAL DU[ • ,.,. Ila • VAN DELL AND ASSOCI-ATES, INC. ~ CIVI. ~... ' 11801 CARTWRIGHT ROAD Of tll \ ·. QUANTITIES IRVINE, CALIFORNIA 9Zl14 -.. R C P A p CSP -,w: a: u w >-I-I- I X _, -I--C) ...J 0 u.. ::, -d . _, u • -co a: 0. ◄ X DESCRIPTION STATION z ,w: U) w u.. • d u .... I-a: . . ◄ ◄ w I- I-z 1C X 0 JI: I-C) w . X I--::I a: ◄ _, a: VI ::I a: 0 z z w w • 0 0 ::I --> z ... I- .... w I-◄ 0 ◄ V, - --U) I-Ill t-0 a: u.. u _, >-z VI Ill 0 t-w z 0 0 Q. V, ::::, -..... ..... 0 I-...J ◄ ::I VI u u 0 _, VI z I-I-5 w w w ----V, 0 -,w: Ill X C) C) C) !I u ::, C) -◄ ◄ ◄ • • • • • •· • • • • • 0. -, ->< z z z U) N ..,. co N a, .... 0 U) co co 0 ◄ a: 0 w ◄ --- l"l ..,. '° ,-... ... N l"l l"l .... .... u u a> ◄ X ::I ◄ ◄ ◄ ~A [A a: a: a: LF LF LF LF LF LF LF LF LF LF LF ::A EA Lf LF 0 0 0 4.0 GD-1 Inlet 102' Rt 1176+52 ( Rte 73 0-6 50A a 34 4.8 24" AP 102' Rt 1176+52 to b 4' Rt 483+75 \ Rom:> U-2a 7.2 G1 Inlet 4' Rt 483+75 \ Rarro u-20 C 56 5.0 24" API Cl 4' Rt 483+75 L Rarrp u-20 ( 35.1' Rt 486+13.52 \ Rarrp U-2b Concrete Collar 35. 1' Rt 486+13. 52 \ Rom:> U-2b e 72 5.8 24 • API Cl 35.1' Rt 486+13.52 to f 79.3' Rt 486~5. 84 i Rorrp U-2b Concrete Collar 79.3' Rt 486~5.84 \. Rarrp U-2b (J 32 2.0 24" APICl/Concrete 79.3' Rt 486~5. 84 to h Bockfl 11 99,l' Rt 486+89,53\ Rorrp U-2b FES 99,3' Rt 486+89,53 \ Rarrp U-2b I Concrete Collar and 102' Rt 1176+52 t. Rte n I Encasement 8 4,0 18" AP 102' Rt 1176+52 { Rte n k 8 194 SHEET TOTAL DRAINAGE QUANTITIES D-93 1. ANS 0 2 ' I 3.4 170 5. 7 170 5.8 174 6,2 174 6,2 174 2. 5 580 o.5 o.5 2,6 2 FLARED END SECTION RCP AP DRAINAGE QUANTITIES R S P R C P A p S 76 s 60 s 72 s 124 s 128 s 56 s 98 s 26 CSP >-I- POOR DUALITY ORIGINAL 12 I Ora I n I 2u 125.5 I 10s I s11u lllGIS llMD CIVI. lNGINElll DESCRIPTION STATION 6,8 Ol Inlet, L=10' 32' Rt 180+-00 t Ronp US-1 9 24" AP 32' Rt 180+-00 t Rono US-1 to 45.1' Rt 180+10 l MocArthl.r Blvd 11.8 OL Inlet, L=7' 45.1' Rt 180+10 l MocArthlr Blvd 10,624" AP 45.1' Rt 180+10 to 44.7' Rt 180+75 t MocArthlr Blvd 13,( OS Inlet 44. 7' Rt 180+15 l MocArthlr Blvd • 11. 6 24" AP 44.7' Rt 180+75 to 44.2' Rt 181+50 t MocArthlr Blvd 14,2 OS Inlet 44.2' Rt 181+50 l MocArthlr Blvd 12 24" AP 44,2' Rt 181+50 to 53' Lt 182+42 l MocArthlr Blvd 14,1 OS Inlet 53' Lt 182+42 ( MocArthlr Blvd 7 • GD-1 Inlet 24' Lt 481+90 \ Ronn U-2o • 11 24" AP 53' Lt 182+42 l MocArthtr Blvd to 24' Lt 481+90 i Ronp u-20 12 24" AP 53' Lt 182+42 t MocArthlr Blvd to 34.1' Rt 483+14.84 t R001> U-2b Concrete Col lor 34.1' Rt 483+14.84 \ Rono U-2b 11 24" APCC) 34.1' Rt 483+14.84 to 122.5' Rt 486+69.40 t Aono U-2b Concrete Col lor 122.5' Rt 486+69.40 l R001> U-2b 2,5 24" APICJ/Concrete 122.s' Rt 486+69.40 to Bockflll 111.1' Rt 486+92.80 l ROITI> U-2b . 0 z . .... :::c "' z ◄ ~ ◄ 0:: 0 0 ~r-... :a '-"' w I-I-"' ->-z "' ::, w w t:) t:) ◄ ◄ z z ◄ ◄ 0:: 0:: 0 0 0-6 508 a b C d e f 0 h k m n 0 p !c 1 21 21 21 FES/RSP 111. 1 ' Rt 486+92. 80 l R001> U-2b Q ; ,~~t--t--t--t--t--t---t--t-H--t--t--t-HH--t-t--t-t--+-~-t--t--t--it--t--t--t--t--t--t---t--t-f-t-t--t--t--t--t--t-t-+-t--t-t-~·-t--t---------+-------------i--J.-~~ tf B ~ t-t----t--t-t--t--t--t--t-t-+-H-t-t---t-H--t-t--t--t-t--+--t-t--t-t--t-t--t-t--f-t-t-1-t-t-t--t-t--t-H~---=-~t--t-------J----.-. ----l-l-~ .,, -, >.-a, 2.6 ]0.8 1442 5 2 21 21 21 164C SHEET TOTAL ~ DRAINAGE QUANTITIES ;::;'--~...L---------------------------riiiiiiiiiiiuciii~i.s--~--;---;----:------··-; ----_;..-------,-------~---..:.:.D_-....::9_4_j r011 lllOUCto PUNS o , , I I -,; ) ' 1 ) > . t .... ! . . ) ,::: .. ·N r Ill ) .. ·:"' --... , ... . a, ~.';) h· ' !N -- _______________ .. ___________________________________ _ ! -... ◄ ... l§ ~ ~ iii 1-z ~ w VI ◄ u z w w 0. -0. w t-w 0: u ~ u u VI VI ◄ ..J u 1, 4 t.6 ~ :::, 1-u :::, 0: ~ l5 z -::I l§ z -::I VI a w z ◄ ..J ..J w u VI 2 CY LB 2, 3 580 4,3 326 3. 9 326 1, 9 580 2. 7 580 t. 1 326 ;: FRAMES, ; GRATES ..J & FLARED ENO SECTION RCP AP :::, COVERS u i--.--,.---.,--,--t---.----..-+-r--r--r--1 >< 0 m 0. VI a: 1-u ..J w w I--VI a: w > 0 u I-w C> z u 25 u. z .c, ◄ I-m -> 0 ◄ a: ~ ~ ~Q. ◄ w ..: a: u u. w ◄ a: N O:W :::> w ... ..J 1- a: w :co u 1-1 Vl:C :::> a:◄ a:◄z• ••••••a: ◄ ..JVlD0:4'-VOlDNCDVOl- a:I 0.Nl"ll-::::INl"ll"l.-.-Nl"ll/'I DRAINAGE QUANTITIES R S P m m z 0 I-◄ u ◄ ◄ ◄ ~ ◄ 8 0 0 ..J ::c O O U I-i= i= I-~ ~ ~ !: R C P • • lD N l"l V A p VI VI -' ' VI U U • ■ • • • VCDNCDV I(') ,-.-.-N CSP ..: a: u w -1-::c ..J I--u. . >-1- C> ..J ::J -..Ju • -CD a: Cl. ◄ ::c ..: I.O w ...... u -I-a: ◄ ◄ w 1- ::CO ii: 1-C>W I--:::Ea:◄ ..J a: 0 Z Z 0 0 ::::::E -- V W I-< ~::: Vl~i~ ~ 01-..J< 0 ..J VIZ 1-1- -VI O-..:Vl ::C • • • • ~a..u~ ~ 0 lD CD CD O<O:C W ,.,, l"l v .-uum< ::c a: w > 0 u :I 3 >< ◄ ::::E POOR DUALITY ORIGINAL DESCRIPTION LB (A :A EA EA EHAEA EA(A EAEA EA CY SY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF EAEAEAEA LF LF 2 6.3 G0-1 Inlet s 16( 8.3 24" APISI 10,5 G2 Inlet s 64 8.3 24" APISI 9,2 G2 Inlet S 86 8,2 24" RCP/Speciol Cover 2 s.o G0-1 Inlet S 68 4.6 24" RCP 2 7.5 G0-1 Inlet 32 5,4 24" APICI/Concrete Backflll FES FES s 34 1,2 18" APICI/Concrete Bockfl 11 3,6 G1 Inlet 12 I Oro I n I 23.l/25.5----, io~ I ~c., 1llL •:: ✓J'.J/d ~lSlld~ Ille.ii T[R£D CIV._ lltCINClR ~ t ~~ j; ~:;--1\~;~ ,,,.,..,_..,.,NS..,,...,,.-=-,.,.==-=A~ov~,.,...L -=-o,""',"'", ----· I • •• 1<1'11 • 1 ~ VAN DELL AND ASSOCIATES, INC, .r~ CIVIL -~ ~ 17101 CARTWRIGHT ROAD If' Of u1.1\II""' ' ' ! IRVINE, CALIFCIINIA 92114 STATION 129.5' Lt 1180t-05.10 l Rte 73 130' Lt 1180t-05.10 to 34' Rt 1180t-05.10 l Rte 73 34' Rt 1180+05,10 l Rte 73 34' Rt 1180t-05,10 to 102' Rt 1180t-05,10 l Rte 73 102' Rt 1180t-05. 10 It Rte 73 102' Rt 1180t-05,10 l Rte 73 to 32' Lt 487+25 l Rorrp u-20 32' Lt 487+25 l Rono u-20 32' Lt 48 7 +25 i Rorrp u-20 to 32' Rt 489t-OO l Rorrp U-2b 32' Rt 489t-O0 l Rono U-2b 32' Rt 489t-O0 to 63.5' Rt 488+98.09 l Rarrp U-2b 63,5' Rt 488+98,09 l Rono U-2b 0 z 1-::c: Vl z ◄ ..J Cl. w C> ◄ z ◄ a: 0 0 . 0 zr-, :::I v w I-1- Vl ->-z VI :::, w w C> C> ◄ ◄ z z < ◄ a: a: 0 0 0-5 soc o b C e f 0 h k 86.4' Lt 187t-08.53 { MacArthur Blvd 0-6 500 a 60,4' Lt 187t-05.99 to b 86.4' Lt 187t-08.53 { MacArthur Blvd 60,4' Lt 187t-05,99 { MacArthur Blvd c t-+--t--t-t--t--t--t-t--t--t-t-t-t-li-t-t-Ht-t-t---t-t--t·----t-t---t--t---t--t-t-t--t--t-t--+--t-t----t-t-t--+-t-t--t-t - - + - - t - - ~ - - " - - · · ---1~• SHEET 3 16, 1 2718 9 1 1 15 34 25E TOTAL DRAINAGE QUANTITIES D-95 FOR RlOUC[O Pl.ANS 0 ~ ............ , ...... ____ ' ,,..., ,.,, .. ., J,-a .,,..,r An i i ' I , > - 4 3 1-z ~ w Vl ◄ u z w w Q. ,- Q. w I-~ u z 0 u u Vl Vl ◄ ..J u CY 3. 7 w a: ::, 1-u ::> a: 1-Vl a: 0 z 2 w 1-w a: u ~ u a: 0 z 2 CY 1.9 ..J w w 1-Vl C z ◄ ~ a: - Vl 5 w z ◄ ..J ..J w u Vl 2 LB t.3 112 2 0,5 t.9 1.1 01$ TI COUNTY I IIOUTl POOR DUALITY 12 I Oro I n ORIGINAL DRAINAGE QUANTITIES l-a: w > ..J ::, u >< 0 ID ..J w w 1-Vl l!) z u a: 0 L,. z FRAMES, GRATES & COVERS a: w > 0 u FLARED ENO SECTION RCP AP Q. Vl a: z 0 1-u I-w R S P ◄ I-ID ID ID -0 ~ ◄ ..: a: > 0 ◄ a: u uo. >< -w a:w u L,. w ID Q. ◄0 L,. ..J ◄ a: 8 O C :c O 0 I-:c :c w I-1- :.'i ~ ~ N O:W ::I Vl • w -..J l-a: C) • • w..: z I-z 1-U -:C 0 ..JO U l!> 1- -a: ◄ - a: w :co u 1-1 Vl:C ::I 0::: ,c:( a:::<&'.za••· ••• a: ◄ ..Jv<Da:◄vO<DNllOVOI­ ID Q.Nrt'll-2Nrt'lrt'l--Nl"1Vl L,. -L,. ..J ... ' LB ::A:AEAEAEAEAEAEA A EAEAEA CY SY CY CY CY CY CY CY 2 z 0 L,. R C P A p Vl Vl -' ' Vl U U CSP ..: a: u w -1-:::c ..J I--l!) ..J L,. ::, -..Ju • a: O.◄ :c w L,. • I-0: ◄ ◄ w I- ! ~ ~ ~ 0:: 0 Z Z • 00 :i-- V w I-◄ ~ ~Vl~~~ ~ 01-..Jc( 0 ..JVlZ I-I- -Vl 0-..,;v, :C Q. u ::, C> • • • • • • • • • • • • ::E 0... , - 0 <D NV llO N llO VO U, CO a:,0 ◄0::0 W rt'l l"'lV 1/lr-.-.-N l"1 l"1 V .-UUID ◄ :C a: w > 0 u :i j >< ◄ ::I DESCRIPTION LF LF LF LF LF LF LF LF LF LF LF LF LF EA:A::AEA LF · LF CF Inlet s 8 2 24" AP 3,6 OCPI Inlet/Obi Ooenlna s 10 2 24 • AP JS No 2 S 266 24 24 • RCP FES No 4 Ditch Concrete Col lor S 36 3 24 1 RCP/Concrete Bockfl 11 CF Inlet s 2 • 0, 8 24 1 AP Concrete Col I or s 6 2,124" AP STATION 76.1' Lt 481+80,20 l Rofl1) u-20 76,1' Lt 481+80,20 to 63.7' Lt 481+78,87 \ Roop U-2o 75.3' Lt 481+63.51 i Ro111> u-20 75.3' Lt 481+63,51 to 63. 7' Lt 481+78,85 t Ro111> u-20 63.7' Lt 481+78,85 \ ROll1> U-2a 63,7' Lt 481+78.85 t Ra111> u-20 to 104.7' Rt 486+54.65 l ROll1> U-2b 105.7' Rt 486+89,64 \ Ro111> U-2b Detention Basin No 1174R 104,7' Rt 486+54,65 \ R001> U-2b 104.7' Rt 486+54.65 to 105.7' Rt 486+89,64 \ R001> U-2b 68.6' Rt 489+37.71 l ROll1> U-2b 68,6' Rt 489+37.71 to 66,8' Rt 489+37, 79 l Ro111> U-2b 66,8' Rt 489+37, 79 i ROll1> U-2b 66.8' Rt 489+37.79 to 67,1' Rt 489+43.03 \ Ro111> U-2b CSF Type 4 Detention Basin No· 1180R ~ S 92 7.9 24 1 AP 66.4' Rt 489+99,59 \ Ro111> U-2b to !c .. 14.5' Lt 488+36. 78 t Ronp u-20 . 0 z . 1-:c Vl ◄ a: C 0 ci z,-., 2 '--' ~ 1- Vl -~ ~ ~ ~ ◄ ◄ z z ,c ◄ a: a: C C 0-6 SOE o b C d e f 0 h I 0-6 50F a b C d 8 f ... ... ! ~ ~ 2,3 JS No 2 14,5' Lt 488+36. 78 l Rofl1) u-20 O r, . i~ ~ i t-::9+-,~6-t---t--ir--t--++--t-t-HH-t-+-+++-t--t--t-t--t--t--t--+-t-t-t--t--+-t-t-;-+-t-t-;--t--+-HH-t-t---t--t : N : - : - - 0 - - : - 4 - : D : - : l : - - : - t " " " ' . c h = - - - - - - - J - : D ~ e " ' : " ' t e ; ; . . n _ t - = l ~ o n _ . : . ; : B . . ; ; o _ s : ; , ; I n~N.;;.o...:1=-1.:.:8.=0R:.:.?::...-=._;:.::.. __ ._-11--+-h.:...t .;, § ~ t-t--t-+---t---t-t--t-t--t-HH--t-t-t-t--t-t-+--t---t-t---t--t-t-lr-t-t--t-+-t-t---t-t--t--t--t--t--t-t--+-t-i-t-t--·-:-t· -f-~---f------,-------1--'--+-1 >u .. u> 13 9 3.711.0112 ' 2 302 SHEET TOTAL DRAINAGE QUANTITIES D-96 "'-·-----L----------------------------------~,~OA:.iiAl:;";OUC:;-:::l~D-:Pl:-;A:-:;NS;-----:0::-----:----:-2--~1------ • - - - - - - - - - - - - - - - " " T " " - - - - - - - - . . - - - - - - - - _ j lr-11 ,,.,~? Ir, ,n,,;,in .... .... 2,6 580 2 FLARED END SECTION RCP AP DRAINAGE QUANTITIES R S P R C P A p CSP >-1- a: w > 0 u ::IE j S 36 4.8 24• AP POOR DUALITY ORIGINAL DESCRIPTION ... . 12 I Oro I ll I U.l/25.5 _1ffL_._t. ___ = ____ .... 'l_.'J!,~W~·----D~.;;m;.~ MGISTERlD CIV'-INCHIII ~/ ~~ ----..------------' 'W: ,;;-]Vi.\: i_e l'\.ANS APPtlDYAL DUI I • ,.. 1()(11 • VAN DELL ANO ASSOCIATES, INC. .r~ CIVL ~-. . 1 ,) 11101 CARTWRIGHT ROAD If OI tll\ II";, '. IRVINE, CALIFORNIA 92114 - STATION . 0 z 1-% Ill z ◄ ..J 0.. w C> ◄ z ◄ a: 0 0 . 0 z ,,,....., ::a '--' w t-t- Vl ->-z Ill ::, LLI LLI C> C> ◄ ◄ z z ◄ ◄ a: a: 0 0 34.3' Rt 1192-Hi9.14 to 34.6' Rt 0-8 ~OAA o 1192+31 t. Rte n 7,4 G0-1 Inlet 34.3' Rt 1192-Hi9.14 t Rte 73 b S 70 11.424.AP 34.3'Rt1192-Hi9.14(Rten c,~ J-4-~~--+--+--1----+-4--+--+-+-+-t--if-t--t--+-+--+-4--+-~~+--+--+--+--+-ir--ir-+-4--+---tr-+--t--+--- t - + - - t - - + - - - t r - + - t - i f - t - - t - - + - - + - - - - - - - - - - - + - - - . - - - - - - - - - - - - - - ~ - - - - - t - - - t - - - t - t o 4' Lt 192+75 i Rorrp JR-1 4, 9 326 S 11( 0,6 S 24 60 33, 4 60 s 1,8 326 10 22 10 S 3H 0,9 580 2 10,8 1. 7 326 1 7 70 55,4 10 60 13~ 1 OE 371 4 126 12 G2 Inlet 18,8 24• RCP/Spectol Cover Concrete Col lor 4,2 24• RCP/Spectal Cover FES/RSP 11,2 24• AP/Brick & Mortar Plug 5,2 G2 Inlet FES/RSP 3 Mod Go.:..1 Inlet 4,9 G2 Inlet SHEET TOTAL ID~ 4' Lt 192+75 l Rorrp JR-1 d 4' Lt 192+75 to 105.6' Rt e 192+75 i RO/JD JR-1 105, 6' Rt 192+75 l Rono JR-1 f 105,6' Rt 192+75 to 0 127,5' Rt 192+75 i Rarrp JR-1 127,5' Rt 192+75 l Ro,ro JR-1 h 4' Lt 192+75 to 4' Rt 192+80,47 i Rorrp JR-1 34,6' Rt 1192+31 { Rte 73 k 146' Rt 195+22,31 i Rono JR-1 0-7 ISOAB o 146' Rt 195+22,31 i Rorrp JR-1 b to 105.8' Lt 1194+89,94 l Rte 73 105,8' Lt 1194+89,94 l Rte 73 C 105,B' Lt 1194+89.94 { Rte 73 d e 10,8' Rt 295+76,88 l ROlll> UN-3 DRAINAGE QUANTITIES D-97 --'"-"----------------------------•----~,.,;Oll:.,;:Rl;;;;lllJCm1nD-:::Pl.:--;A::;.NS;-----:-~---:----: - ~ - - - , : - , ---------------------r,r-.,-.~-.-.~------r,-~-. -.-~~-r-,,...----_j POOR DUALITY 01Stl ccum I 110011 I ,o'i'it'.n\J,., 1'1A.'l11~~~ ,2 I 0ro I T] I U.l/25.5 11oi1 I "''- ORIGINAL l!L/.-.,..J.lrd.. ----~us,~ 111:GISlllllD CIVIL lMONPI ~ ~~ -l~ .. ...,, ILllllltt ~ -IUI l'\.ANS APl'IIOVAL DU[ • ... 1£1111 • L "" DELL ... assoc"'". INC, * ""-).: DRAINAGE QUANTITIES 11101 CARTWRIGHT ROAD lfc~\ IRYIHE• CALIFORNIA 12114 - -R C P CSP -I-FRAMES. FLARED END R S P A p I-0: GRATES SECTION z -w ~ w > A -0: _, RCP AP I-uJ ::, :::, COVERS ' 0: Vl I-_, u uJ -c( u w ► > z u ::, uJ >< -- m _, 0 z 0: I-0 0.. z ..: 0: I ~ ::, -w I-Vl al Vl 0 u uJ >- u I-Vl -0: ---I-I- ~ u w 0 -z I-X ...I - >< w 0.. 0: z _, 0: 0 c( I--C> ...I 0 ~ ◄ 0 I--0 c( w w z -u u. ::, -. a al 0 0.. z w > 0 I--. ...J u • 0 -0: -z I-0 -u != -CD 0: 0.. c( ~ DESCRIPTION STATION z ' l~J J 0.. ::I 0 Vl u I-w ..: ID w u. cl z w w -0: c( I-al al c( Vl u ~ I-0: . .~ ::i ::i 0 I-w I--l!) -d > 0 al c( c( Vl -. c( c( w I- I-z C -w 0.. w w z c( a: 0 0 0 c( X 0 • I-C> w X I-0: 0 0: I-Vl -~ u un. 0 0 0 0 _, I--::I a: c( _, . 0: Vl ::II I I c( u _, u w :::, u >< -X 0 0 0 0 0 u a: 0 z z w w > z Vl z 0: 0 0: c( w o:w I-X X :c X X . 0 0 ::I --> z r-I- c( 0 -0 u w 0 ..: 0: al Cl. ~ I-I-I-I-I-I-..,. w I-c( 0 c( Vl - u u u z z u. u u. w c(Q ~ ~ ~ ~ ~ z --I.D I-Vl I-0 0: u... u ...I >-~ ,. >< w 0 c( z c( a: u. ...I Vl Vl 0 I-w z 0 o~ 0.. "' ~:; ► w c( I-u u _, -N 0: w ::, Vl . . . 0 -' ' . 0 t-_, c( :::E GI w _, w ~ _, I-0: l!) z z . -, Vl u u 0 _, Vl z I-~1 s w w ~ X Vl 0: Vl a: w 0: w :c 0 u w..: z r-z z ----Vl 0 -..: Vl l!) C, ~! ~ u Vl u Vl 0 u I-I Vl X ::, r-u -:c 0 0 0 0 w ~ u ::, t!> -c( ◄ ◄ I-t- I-◄ t'5 c( z Vl a: c( a: ◄ z . . . . . . . 0: JO u t!> I-I-0.. • . • . . . • • • . . . • 0.. -, ->< z z z -_, _, c( _, ..,. ID a: c( ..,. 0 ID N CD ..,. 0 t--o: c( -... N -..,. 0 ID N ..,. CD N CD ..,. 0 ID CD CD 0 c( 0: 0 w: c( -- - 0 u u u ::I :::E al 0.. N ,.., t-::I N ,.., ,.., ~ ~ N ,.., Vl u..-u.. ...I ~ ~ -N 0.. N ,.., ,.., ..,. Ill ,---N ,.., ,.., ..,. -u u al c( :c : ::I c( ◄ ◄ ~~ ~ EA CY LF LF LF LF LF LF EA EA ~A a: 0: a: CY CY CY CY CY LB LB ~A (A EA EA EA EA EA :::A E~ p EA CY SY CY CY CY CY CY LF LF LF LF LF LF LF :::A LF. LF 0 0 0 4.8 580 2 10. 5· GD-1 Inlet 108,4' Lt 1193+23,19 l Rte 73 0-7 SOAS J s 13f -13,8 24• APISI 108,4' Lt 1193+23,19 to 102,3' Lt k 1194+62,21 l Rte 73 s 27~ ' • 3, 4 24 • API SI 100,6' Lt 1195+15,30 to ' I 0::. 100.6' Lt 1198+00 l Rte 73 -~ 2,6 580 2 1. 5· GD-1 Inlet 100,6' Lt 1198+00 l Rte 73- t l:J m i IL s 68 • 6,7 24" AP 100,6' Lt 1198+00 to 30,6' Lt n u 1198+00 l Rte 73 ~ 2 236 1 1 GCP Inlet 30.6' Lt 1198+00 l Rte 73 0 .. s 192 2,2 24 • API SI 8,1' Lt 892+65 to 16' Rt I> 294+00 l Rarrp UN-3 1, 7 326 1 4. 7 G2 Inlet 16' Rt 294+00 i Rorrp UN-3 q s 98 2,6 24 • API SI 16' Rt 294+00 to 16' Rt r 295+00 l Rorrp UN-3 1.5 326 1 3,9 G2 Inlet 16' Rt 295+00 i RolT1) UN-3 s s 22 1.9 24 • API SI 16' Rt 295+00 to 15,l' Rt t 295+25 l Rorrp UN-3 I 1.8 326 1 4-G2 Inlet 16' Rt 295+25 i ROIT1) UN-3 u s 22 2,2 24" APISI 15,7' Rt 295+25 to 13,2' Rt y 295+50 i RORI> UN-3 1, 6 326 1 4,3 G2 Inlet 14,5' Rt 295+50 \ ROIT1) UN-3 w s 24 2,8 24 • API SI 13,2 Rt 295+50 to 10,5' Rt )( ,; 295+76. 88 \ RolT1) UN-3 ! s 34 \ .. 3 24 • AP( SI 10,5' Rt 295+76,88 to y - • ... 20' Lt 296+00 l Rc1T1> UN-3 ◄ ... t§; 1, l 326 1 ·-4,7 G2 Inlet 20' Lt 296+00 S RolT1) UN-3 z s 22 . J. 1 18 • API SI 20' Lt 296+00 to 20' Lt 00 •. i ~-~ . 296+25 l Rorrp UN-3 . ~ U ◄ 1,9 580 2 4,7 GD-1 Inlet 20' Lt 296+25 l RolT1) UN-3 bb .. 4.4 580 2 9,7 GD-1 Inlet 32' Lt 494+05 \ R01T1> JR-4 cc N SHEET -4186 22 87~ .. 24 13 1 TOTAL "' . °' -~ DRAINAGE QUANTITIES N ' . D-98 -rOA RFOIIC(O P'I lN4i I) •- • . n " ., ' > J I ~ I I:! ◄ Q ~ t I~ I I ' ~~ ~ ii I I a: ~ t 19 i "' u i1 .. ! -... ◄ ... I§~ -~ ~1~ ~ -.... a: ~ _, ::, u >< 0 a> - ~ w .... -w .... a: ◄ u > ~ ,c( u u >< w ◄ ::J: VI u VI .... ◄ -_, Cl u CY CY --.... .... a: z -~ ~ w ~ _, w ::, VI _, u -◄ u w ~ u ::, ~ >< z a: 0 -w .... VI a> I-VI -u w i w Q. 2i _, I--◄ w 0 Q. z ~ a: --! Q. ::II VI w -a: w I-.... c.:, Q. w w z 0 a: .... VI -...I u w a u VI ~ a: 2i -u w u ~ z u.. w ◄ z I-u u _, -w _, w a: VI @i w a: u VI u i5 ◄ z VI a: _, 2 ::i ◄ u u co CY CY CY LB LB 5.6 326 1, l 580 0,8 2,5 580 0,1 0,1 0.8 0,8 1, 9 1. 1 7.9 24.5 1486 FRAt.£S, FLARED END GRATES SECTION & COVERS RCP AP -Q. VI a: --~ a: ~ ~ -.... 0 -u u .... w ,c( .... a> ed > 0 a> ◄ a: 8 ~ u UQ. 0 >< -::J: 0 ,c( w a:w t-::J: :,,:: a: ~Is ~ .... u u.. w ~ ,c( a: u.. _, N a: w ::, VI . ... _, t-a: c.:, . w ::J: 0 u WW: z .... t-I VI ::J: ::, t-U -::J: ,c( a: ◄ z • • • • . . . a: _,o u C> _, .... U> a: ~ .... 0 U> N CID .... 0 t--a: ◄ -Q. N ,., t-N ,., ,.,, .-... N ,., VI u..-u. _, EA :A EA EA EA EA EA :A :A EA ::A EA CY SY CY CY 1 2 2 \ 16 16 5 16 116 POOR DUALITY ..,..,.,. ""~••• I •• ,.....,,_. I'",.._ ...... .-. ... 12 I 0ra I l] I U,l/25.5 I %10 I Al, ORIGINAL l!U. . • ,.✓K-11~ -P us,~ R£Gl$Tlll£D CIW. [HCH'.[11 .. ~~ I ~;1 • fl,-~I w.. 9f11 1~ l'L&NS Al'PIIOVAL OU[ . .. ,,,,,. . VAN DELL AND ASSOCIATES, I NC• ~ CJVL /~ 11101 CARTWRIGHT ROAD Gf"Tll\' ·' I DRAINAGE QUANTITIES -... IRVIHE, CALIFORNIA 92114 R S P R C P A p CSP ; - ' z :,,:: a: ; 0 u w >---t-I-.... ::J: _, - ◄ .... -c.:, _, 0 u u.. ::, --• _, u • 0 u.. -CD a: ll. ,c( ::J: DESCRIPTION STATION z -:,,:: U> w u.. • . CD ◄ VI u ... .... a: . 0 ◄ ◄ VI -. ◄ ◄ w .... t-z I""', (:l 0 ◄ ::J: 0 ]Is I-c.:, w ::J: t:J 0 0 0 _, t--::IE a: ◄ _, a: VI :a '--' :c ::J: 0 0 u a: 0 z z w w ::J: ::J: • Cl 0 ::IE -> z .... .... ,-.... .... t-t-.... w t-◄ 0 ◄ VI - !~ ~ ~ ~ z --U> .... VI .... 0 a: u.. u _, >-z -VI VI 0 t-w z 0 0 ll. VI :::> . 0 -..... ..... c:i 0 t-_, ◄ :a . . . ..., VI u u _, VI z t-t-s w w w :z ~ z z ----VI 0 -:,,:: VI ::J: C> c.:, Cl 0 0 0 w ~ u ::, C> -◄ ◄ ◄ ...... I-t-t-Q. . . . . . . . . • . • • • • • • ll. ..., ->< z z z .. N -.... 0 U> N .... CID N CD .... 0 U> CD CD 0 ◄ a: 0 w ◄ --- .:::-~ .-N Q. N ,.,, ,., .... II\ ,-.-... N ,.,, ,.,, .... ... u u ID ◄ ::J: :a ◄ ◄ ◄ a: a: a: CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA LF LF 0 0 0 s 14 11. 5 18• AP 32' Lt 494-+05 to 32' Lt 0-7 5OAB dd 494+21 \ Ronp JR-4 13.9 G2 Inlet 32' Lt 494+21 \ Ronp JR-4 88 4.2 ,,, GD-1 Inlet 8,1' Lt 892+65 \ Ronp UN-US f{ P 32 13.7 24 • RCP 32' Lt 494+21 \ Ronp JR-4 I to 16' Rt 295-+0O \ Ronp UN-3 Concrete Pipe Anchor hh 1 GO-1 Inlet 32' Lt 492+85 \ Ro111> JR-4 J J s 1 ◄ 8.3 24• AP 32' Lt 492+85 \ Ro111> JR-4 kk to 108,4 Lt 1193+23.19 l Rte 73 Concrete Co 11 or 102,3' Lt 1194+62,21 l Rte 73 11 Concrete Col lor 100.6' Lt 1195+15.30 \ Rte 73 nm p 32 25 24• RCP/Speclol Cover 102,3' Lt 1194+62,21 nn to 101' Lt 1194+87,87 l Rte 73 p 30 25 24• RCP/Speclol Cover 101' Lt 1194+92.01 00 ., to 100.6' Lt 1195+15.30 t Rte 73 Concrete Pipe Anchor pp Concrete Pipe Anchor QQ CF Inlet 138.9' Rt 191+51.72 \ ROl11) JR-1 0-8 ~OAC 0 s 4 1. 4 24 • AP 138,9' Rt 191+51.72 to 137.7' Rt b 191+47.08 \ Ro,rp JR-1 . Concrete Collar 137, 7' Rt 191+47.QB \ Ro,rp JR-1 C s 4 2.8 24• AP 142,6' Rt 191+45.95 to 137.7' Rt d . 191+47.08 l ROl11) JR-1 1 CFS Type 4 Detention Basin No 1194R e s 29! 16 24 • API S) 199' Rt 1188+49.90 l Rte 73 to f . 202,2' Rt 191+24,42 l Roop JR-1 16 ' Pipe Entrance to Earth 199' Rt 1188+49,90 l Rte 73 Chonnel/RSP ' I 16 94 14 380 1 SHEET TOTAL I DRAINAGE QUANTITIES D-99 ,1111 II[ ouc £0 P'l&NS 0 L.. .. ··~ Dlltl coum I 111oun I ,ot'il.'.ftVr., ~11~1~ POOR DUALITY ,2 I 0ro I n I 23.1125.5 I t11 I ~" ORIGINAL ~l-..ll:,Jld -~~us,~ KGISTIMO CIYL l~llll ~@ ~~ -'I~., 11•~ • • •m I l l"lANS Al'l'IIOV&L DUI ~~ "" . VAN DELL AND ASSOCIATES. INC. C1V1. ~ ITIOI CARTWRIGHT ROAD ~ •ell\ DRAINAGE QUANTITIES IRVINE. CALIFORNIA t2T14 - -FRAMES. FLARED END R S P R C P A p CSP -I- I-0: GRATES SECTION z -w ~ w > a. -a: _, COVERS RCP AP I-w ::, ::, i 0: VI I-_, u w -◄ u w ► > l5 u ::, w >< -- Ill _, z a: I-0 D.. z ¥ 0: I w ::, -w I-VI m VI 0 u w >- u I-VI -0: ----I-I- ~ u w C -z I-:c ...I - >< w D.. 15 z ...I 0: 0 ◄ I--C) ...I 0 0 I-◄ w w z -u u. ::, -. ◄ m 0 Q. z w > 0 I--. ...I u • 0 0 -a: --~ I-0 -u u.. -II) a: Cl.. ◄ r DESCRIPTION STATION z • ,;f D.. ::II VI u I-w -:w:: '° w u. i i ~ w w -a: ◄ I-m m ◄ Vl u -I-a: . ~ I-w I--C) .., > 0 m ◄ ◄ Vl -. ◄ ◄ w I-I-r-. -w D.. w w z ◄ 0: 8 C Cl ◄ :c 0 • I-C) w ::c I-a: 0 a: I-VI -~ u UD.. Cl Cl Cl ...J I--::I a: ◄ ...I 'a: V, 2 '-' I I ◄ u ...J u w ::, u >< -:c 0 0 0 0 0 u a: ~ z z :~ w > z Vl z a: 0 0: ◄ w a:w I-X X :c :c :c . Cl 0 -z I-I- ◄ 0 0 u w 0 ..:: a: mo.. ~ I-I-I-I-I-I-"" w I-◄ ;o ◄ Vl --lj ~ u u u t5 z u. u u. w ◄O ~ ~ ~ z --'° I-VI I-0 a: u.. :U ~ ► ~ ' >< ~ ◄ z ◄ a: u.. ...J -V, Vl 0 I-w z 0 0 VI ~~ ► w ◄ u u ...I -N a: w ::, VI . . . 0 -' ' . 0 I-...I ◄ ,::I Ill w ...J w ... ...I I-0: C) . % ~ . . -, VI u u 0 ...J ~ z I-I-•j w w w :c VI a: VI ~ w a: w XO u w:w:: z I-0 % z ----Vl ..:: VI :c C) C) C, H I u VI u Vl u I-I Vl :z: ::, 1-U -:c 0 0 w ~ u ::, C) -◄ ◄ ◄ I-◄ z ◄ z VI a: ◄ a: ◄ z • • . . . • • ~ ...JO u C) I-I-I-I-D.. • • • • . . • • • • . • . Q. -, ->< z z z ..J 0 ..J -◄ _, "" '° a: ~ "" 0 '° N II) "" 0 -a: ◄ -... N -"" 0 '° N "" co N co "" 0 '° co co 0 ◄ a: 0 w '◄ --- 0 u u u ::I ::II m Q. N ,.,, I-N ,.,, ,.,, -... N ,.,, VI u..-.... ..J ~ ~ ... N D.. N ,.,, ,.,, "" Ill ,-... ... N l"'I l"'I "" -u u m ◄ ::c :::I ◄ ◄ ◄ [A :A EA EA EA ::A ::A E~ EA ::A EA ::A ::A a: a: a: CY CY CY CY CY LB LB EA EA EA CY SY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF 0 C C 14 9 No 4 Ditch Detention Basin No 1194R D-7 SOAB h 1 FES 139' Rt 194+30.25 S Roop JR-1 D-8 SOAD a s 16 24 1 AP( C) 139 Rt 194+30.25 to b 119.8' Rt 194+30.57 i R01T1> JR-I 'a: 0.1 Concrete Col lor 119.8' Rt. 194+30.57 i ROfl1> JR-I C ~ D 40 24 1 AP( CI 119.8' Rt 194+30.57 to . d t ~ 81' Rt 194+31.25 t R001> JR-1 l I&. . 2,3 Concrete Pipe Anchors e u i1 2.5 Type A Drain Downdroln 81~ Rt 194+31.25 l Ronp JR-1 f ... 1 o. 1 Type A Drain 72,97 Rt 194+12.28 to 0 73, 7' Rt 194+14.52 l R001> JR-1 30 15, 1 Type A Drain 70,4' Rt 194+46.68 to h 49.7' Rt 197+03.13 l R<JTO JR-1 2.2 170 1 4 OL Inlet, L = 7. O' 102, 2' Lt 883+80. 90 l Rono UN-US D-5 SIA 0 s 14, 2.3 24 • AP 68' Lt 107+40 C. University Dr South b to 32' Lt 885+05 S Rann UN-US 1. 9 580 2 4.8 GD-1 Inlet 32' Lt 885+05 S Ronn UN-US C s 18 . 25 24 • AP( S) 32' Lt 885+05 to 32' Lt 885+25 d . i Rann UN-US 1.6 326 1 4,2 G2 Inlet 32' Lt 885+25 I R<Jll) UN-US 8 s 18 2,4 24 1 API S) 32' Lt 855+25 to 32' Lt 885+45 f S Rmn UN-US . ~ 1.5 326 1 4,1 . G2 Inlet 32' Lt 885+45 S ROll'O UN-US - 0 ... s 18t 24" AP 32' Lt 885+45 to 32' Lt 887+20 ◄ h ... II Rann UN-US l !i ~ c-1. 5 326 1 4 G2 Inlet 32' Lt 887+20 S ROIID UN-US I . ;,; -~ ( '').~~ s 24 24" AP 32' Lt 885+05 to 31.7' Rt I { 884+93, 4l S ROIID UN-US 1 •' FES 31, 7' Rt 884+93.47 S Rano UN-US k .. N ~5 ---2W · ''" ? II 7?11 , . SHEET · ~ 1 t; u: t TOTAL ' ~ 1· > DRAINAGE QUANTITIES ~ 0-100 ... ~nll R(OUC(D "" •..-i n I I POOR DUALITY ,2 I Of"a I ll I 2.>,f/ ,t'),') I,._." I ••• ORIGINAL :l1U. /1'1/.,.li:_ . ~ 11)!SS1~ RCGIS ltRCO C1V1. [NGIH[[II @ ~ !:'~ll'J ILllld t 1-.. 11"' ) Pl.ANS "'"<>Vil DAT[ • • .. R/1(11 ... ~AN DELL AND ASSOCIATES, INC, .r~ CIVL ~ 11101 CARTWRIGHT ROAD ff UL\ DRAINAGE QUANTITIES IRVIHE, CALIFORNIA 9Zl14 -.' •. 1., . ,· • \ -FRAMES, FLARED END R'S P R C P A p CSP -I- I-a: GRATES SECT ION z -w !!fl w > & -a: ..J RCP AP I-w ::, ::, COVERS i i a: VI ... ..J u ~ -◄ u w ► ~ u ::, w >< -' - Ill ..J z IX I-0 0.. z ~ IX w If ::, -w I-II) m VI 0 u w ► u I-VI --a: ---I-I- ~ u w 0 --~ I-:c ..J ..,.. >< ~ 0.. @i z ..J a: ◄ I--l!) ..J 0 If ◄ 0 -,c w L&J z -u .... ::, - 0 m 0 0.. z ~ > 0 I--. ..J u • 0 -a: --~ 0 -u .... -co a: Q.. ◄ :c DESCRIPTION STATION % ~ ~ 0.. :I VI u I-L&J -~ U) w .... • d ~ ~ ~ -a: ◄ I-m ◄ VI u -I-a: . i~ w -l!) .., > 0 m m ◄ ,c VI -. -4 ◄ w I- I-z ,,,...., -w 2; w w z ◄ a: 0 0 ◄ :c 0 ;a: I-Cl w :c I-a: a: I-VI -~ u UQ.. 0 0 0 0 0 ..J I--2 a: -4 ..J a: VI :I ~ I I ◄ u ..J u ~ 5 u >< -:c 0 0 0 0 0 u a: ~ z z w w > i§ VI i§ a: ◄ w a:w I-:c :c :c :c :c • 0 0 -> z I-I- ◄ --u w 0 ~ a: mo.. ~ I-I-I-I-I-I- ,q-w I-◄ 0 ◄ VI - u u u ~ % .... u .... w ◄O ~ ~ ~ ~ ~ z --U) t-VI I-0 a: .... u ..J ► z ' >< w ,c z ◄ a: u. ..J VI VI 0 I-w z 0 0 0.. VI => ~~ ~ w ◄ I-u u ..J -N a: w ::, VI . . . 0 -..... ..... . 0 I--' ◄ ::I ~ ..J w -a t-a: Cl . . . -, VI u u 0 ..J VI z I-I-j w w w :c VI VI 15 w a: w :c u w~ z I-z z z z ---VI 0 -:w: VI :c Cl Cl Cl ii c:> 0 - I u VI u VI u I-I ~ :c ::, 1-U -:c I-0 0 w !I u => Cl -◄ ◄ -4 I-◄ ~ ◄ z VI a: ◄ a: z . • • . • • . l!: ..JO u Cl •-I-I-0. • . . " . • • . • . • • . Q.. --, ->< % z z -..J ..J - - ◄ ..J ,q-U) a: ◄ .... 0 u, N co .... 0 -a: ◄ -.. _r--.... 0 u, N ,q-ao N co V 0 '° co co 0 -4 a: 0 w -4 --- 0 u u u :a :I m 0.. N ..., I-::I N ..., ..., --N ..., VI u.. --u. ..J ~ -N Q.. N ..., ..., ,q-Ill ,---N ..., ..., ,q--u u m ◄ :c ::I ◄ ◄ ◄ a: a: a: CY CY CY CY CY LB LB EA :A EA EA EA Ej EA EA EA EA ::A EA CY SY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF :A :A EA :A LF LF 0 0 0 1. 9 CF Inlet 87,1' Rt 885t01,89 { ROITI> UN-US 0-5 518 a s 6 27 24" AP 87,1' Rt 885t01,89 to 87,4' Rt b & 885t05 i ROl11> UN-US 0,6 . Concrete Col I or 87,4' Rt 885t05 t Roop UN-US C I a: s 6 3,6 24 • AP 87,4' Rt 885t05 to 82,5' Rt <'' • ~ . 885-+05,61 \ ROlll) UN-US t ~ 1 CFS TYPE 1 Detention Basin No 1183L e i IL . s 18, 5.5 24• AP 57,3' Rt 885+14,84 { Ronn UN-US f " cl to n. 3' Lt 485+36. 44 \ Rono JR-4 .. 2.0 112 1 6,5 OCPI Inlet 73.3' Lt 485+36,44 t. Roop JR-4 0 s 16{ 9.5 24• AP n.3' Lt 485+36.44 i Ronn JR-4 h to 76,1' Lt 487t02.91 l Rarrn JR-4 11. 1 14 14,2 '14 Pipe Entrance to Earth 76,1' Lt 487t02,91 I Channel/RSP i Ralll) JR-4 2 1 No 4 Ditch Detention Basin No 1183L I 651 781.4 651 RSP North Abutment SB ROlll) UN-US 0-7 55 a • 529 634.6 52' RSP North Abutment SB Ralll) JR-4 D-7 56 a 1183 1419,4 ! ~183 RSP South Abutment SB.Ralll) UN-US D-7 60 a -.. 2.0 Concrete Headwall 113' Rt 1145t06.17 { Rte 73 0-2 10 a ◄ .. s 142 36" RCP 113' Rt 1145t06,l7 { Rte 73 ~ !i ~ 17,8 b a- to 51,3' Rt 246+27,34 i Raap BA-2 ,-~ ~1~ 2.0 Concrete Headwall 51,3' Rt 246+27,34 t. Ralll) BA-2 C :~ 2 1 19.6 112 1 23@ 2849.6 a: 14 14~ 35E 1 SHEET TOTAL I ~ DRAINAGE QUANTITIES D-101 FOIi RCOUC[O PLAN $ 0 ... • •• .. -~ ., .•• ,r,,rC' I I £A 102540 11111 I coum I 11oun I ,o'i'll' ~t'~, ~-'IJ.Ufl ,2 I 0ra I n I U.l/ZS.S I !It I ~'1 POOR DUALITY ~a.A~. e..•··lbr:! - ~-1.lll~ • ORIGINAL 111:GII Tllll.D Cl~ INOIN[I.II ~Y.11.....;t. 0-.1;1_ "~l ,LAMS Al"NOVAL DATI • \.!• lflt1I • ~SSOCIATED ENGINEERS, INC. .r'# CM. ~ -Ht t E. SHELBY STREET •UL~ DRAINAGE QUANTITIES. !ONTARIO, CALIFORNIA tlH4 -. -FLARED END R S P R C P A p -I-FRAMES, I-IX GRATES SECTION z -w ~ w > A -a: _, RCP AP I-w :::, :::, COVERS I IX VI I-_, u ~ -c( u w ► ls u :::, w >< -.. _, z a: t-0 0.. z IX I :::, -w t-VI ID VI 0 w u t-VI -0:: -I- ~ u w 0 -ID I-_, >< w 0.. ~ z _, IX c( -Cl w 4 0 t-c( w w l5 0 u LL. :::, 0 d 0 D ID 0 0.. z w > 0 -_, c( • -a: -z t-0 -X LL. a: 0.. 0:: :c DESCRIPTION STATION z ' I::' 0.. ::I 0 VI u I-I--w Cl • i ~ w w -0:: c( ID ID c( ~ VI I-0:: . ~ I-w t--Cl .., > CD c( c( VI c( c( 0 t-I-~ -w 0.. w w z c( 0 8 8 c( • I-I-w :c I-0: 0 a: t-VI -~ u 0 0 0 0 . _, ::IE a: _, a: VI :a '--' c( u _, u w :::, u >< :z: 0 :c :c 0 0 C) u 0:: 0 I-z; w ~ > z VI ~ 0:: 0 IX c( w t-:z: :c :c z 0 ::IE w -> ~ I- c( 0 -u w 0 ..: a: ~ I-I-I-I-I--I-I-_, 0 VI - u u u ~ z u. u u. w ~ ~ ~ ~ ~ ..: z --VI I-0 z LL. : u _. >-~ ' >< w c( z c( a: u VI VI w z -0 Q.. VI e~ ~ w c( t-u u _J -N a: w :::, . . c( 0 -.... .... t-_. c( 'i ::IE w _J w -_J I-Cl . . . CD ...., VI u u VI z I-I-s w z z w w :c VI a: VI ~ w a: w :c 0 u z t-0 0 ls z ---0 -..: VI X Cl Cl C, JI I u VI u VI u I-I VI :c :::, -:c 0 N w ~ u :::, C, . -C C C t-c( z c( z VI a: c( a: c( z • . . . . • • f= u C) I-I-I-I-0.. • • . • • • • • • • • 0.. -...., -· X z z z -_. 0 _J --c( _J q-lD f= :: q-0 lD N Cl) q-0 c( • N 0 -q-0 lD N q-Cl) N Cl) q-0 lD 0 c( IX 0 w: c( --- 0 u u u 2 2 ca 0.. N ,.., N ,.., ,,., --N ,.., VI .... _. ~ ~ -N z 0.. N ,.., ,.., "1' &n ,---N ,,., ,.., u u ca c( ::c 2 c( c( C EA EA EA EA EA EA EA EA CY CY CY LF LF LF LF LF LF LF EA EA a: a: ~ CY CY CY CY CY LB LB EA EA EA EA CY CY CY CY CY LF LF LF LF EA EA LF, LF 0 0 '. 6 215 1 5, I: GCP Inlet 45'Rt 4t+oO i. Wt.fl D-1 1\ a s 24 8 18 • AP 45'Rt 41-1-00 to 21' Rt b 40 ♦86 \. Wt.fl -JS No 4 -21'Rt 40+86 l Wt.fl C a: uz. 64.9 No 1 Ditch IO'Lt 1+50 to 10 Lt 14+ol d ... ~ i Bike Trol I 'A' I ~ ... u ~ t-3.4 215 ' 14.2 GCP Inlet 46'Lt l+-82 l Bike Trol I •A• D-1 l1A a s 50 14.5 te• AP 46'Lt l+-82 Bike Troll •A• to 1l'L t b 4O+-86 l Wt.fl - JS No 4 1l'Rt 40+-86 i M C Jl.J Type •A• Drain 46'Lt 3+-82 l Bike Trol I •A• d m., 58.l No 1 Ditch 10' Rt 1+50 to 10' Rt 14+20 D-1 718 a i Bike Trol I •A• .-- ! -... ◄ ... • -~~; ' \' ": 1; .. ~ i2SI.I 1511.\ 5.0 430 2 rT4 -SHEET . TOTAL -. DRAINAGE QUANTITIES 0-102 rM MOUC(O PU"' 0 I I J Ir, .,,.,r,." - I >-m ! ~ a I~, ~-~ I I ' ~~ t ii R ~ ·-I ~ t ~ i ... u i1 .. -I-z -~ w -a: I-w ::, 0: V, I--' ~ -◄ u w ~ u ::, w ..J z a: I-::, -w I-VI u I-VI u w i >< ~ IL es 0 -◄ m 0 IL z -0: --~ IL ::I ! w ~ -a: I-w --w 15 w ~ I-0: 0: VI ◄ u ..J u w 6 > ~ V, ~ 0: ◄ -u w u u u i§ ~ >< ~ w ◄ u u ..J w ..J X VI a: VI es ..., u V, u V, u I-◄ ~ ◄ z VI --' -' --0 u u u ::I ::I CY CY CY CY CY LB 1. 6 236 2.s 326 ◄.8 2.1 580 2. J 326 1.8 580 l-o: ~ -' a ~ m -' w ~ V, C> z FRAMES, GRATES & COVERS FLARED ENO SECTION RCP AP 1--..--,.--..--.-J--.---.--+--.---.---r---i a: i; u .., IL V, 0: z 0 -I-◄ > ◄ u >< w LB EA :A EAIEA EAEA EA ;:AEA EJ ;:A EA CY . 1 9 2 2 -z 0 -I-u w m I-0 a: 8 UIL -X a:w I-ma.. ~ ◄O LL.-' V, . a: C> WM: z ... u --10 u -a: ◄ LL.-LL. SY CY 8,9 m 0 0 X I-~ . I-X C> --' CY ·DRAINAGE QUANTITIES R S P ID 0 0 :c I-~ . z ·o I- .~ .. CY . 9 ◄ ◄ ◄ 0 0 8 8 X X X I-I-... ~ !j ~ . . . i§ z z I-0 0 ... I- N ~ -N CY CY CY z 0 -I-◄ u -LL. -Ill Ill ◄ ..J u I-z -0 -, w Q.. • -..,. Q.. N LF s s . s s s R C P A p --Ill Ill -..... ..... Ill u u ---. • • • • • • 0 "" ..,. Cl) N Cl) ..,. 0 1/'1 r-.... -N "" LF LF LF LF LF LF LF LF LF 28 44 72 22 22 POOR DUALITY ORIGINAL ---+---+---;--~--.. 12 I Oro I Tl I ZJ.T/H.5 I z,41 St," I~ ,·"::~ ---,-..--------'"" ] 1, i--"'"--"-NS_APl'll_o_vAL ___ D_AT_E ___ ---\\ ,. 11)(11 • VAN DELL ANO ASSOCIATES, INC. ~ CM. /ft,. 11101 CARTWRIGHT ROAD fill\' IRVINE, CALIFORNIA 9Zl14 CSP -:,,,:: 0:: u w >--I-I- -:,,,:: u -:x I- • ..,. lD 0 . a -• . X ..J -I--C> ..J ..... :::, -• ..J u • Cl) 0:: 0.. ◄ X DESCRIPTION lD w LL. • -I-0:: . "" "" w I- 0 JS I-C> w -::IE a: ◄ -' a: 0:: 0 z z w 0 0 ::::E --> LLI I-◄ 0 I-VI I-0 0:: ..... U. I-LLI z 0 0 0 I-..J "" :::I ..J Ill z I-I-j Ill 0 -:,,,:: Ill X ~ u :::, C> -. 0.. -, ->< STATIOO d 0 z . ci I-z ,.....,. :c V, ::I '-' w z I-I-◄ Ill -..J >-z IL VI :::, LLI w LLI C> CJ CJ ◄ ◄ "" z z z lD Cl) "" ..,. Cl) 0 ◄ a: 0 w =i -u u ID ◄ :c ---◄ ◄ ◄ IX IX IX LF LF LF :A ;:A :A EA LF LF 0 0 0 5,2 GCP Inlet 129.5' Lt 1163t-00.21l Rte 73 D-3 72 a 4.9 24• AP 129.5' Lt 1163-t00,21 t Rte 73 b to 20.0' Lt 363-t-OO \ Roop t.11-3 7,9 G2 Inlet 20' Lt 363-t-OO \ Ra111> W-3 C 5.9 24• AP 20' Lt 363-t-OO to 64,2' Lt 363-tOO l Rarrp MB-3 Pipe Entrance to Earth 64.2' Lt J6Jt00 \ Rarrp W-J e Channel/RSP 5,7 GD-1 Inlet 20' Lt 364+-00 l Ra111> t.13-J 4,2 24• AP 20' Lt 364-tOO to 20' Lt 363+25 k l Rarrp MB-J 7. 1 G2 Inlet 20' Lt 363+25 l Ra111> t.13-J 5,2 24• AP 20' Lt 363+25 to 20' Lt 363-tOO m \ Ra111> MB-3 20' Lt J63t00 to 20'. Lt n 362+75 \ Rarrp MB-J 5.4 GD-1 Inlet 20' Lt 362+75 \ Ro111> MB-3 0 t--t--t-t---t--t--t--H-t--t--r-H-t--t-t-1H-t--t--;--t-1-,-t-1t-t-Ht-t-f--t--t--f-++-t--t--t-f--f-jH + + - t - - t - - + S : : " . ' : H : : : - : E E : : : T : - - - - - - - - + - - - - - - - - - - - - - + - - - l - _ _ ; . 15.1204E 6 1 9 81!9 9 22 16E TOTAL 17 0 I I I , I DRAINAGE QUANTITIES 0-103 I J:' A 10?',40 ij 01ul COUtlfT I IIOUfl I ,a'i'Il'~cr r-.J'l-~n~ 12 I Ora I U I U.l/245.S I US I sc.,c, POOR O UAL ITY ORIGINAL 2!ftL .. --1J(,J4.d illltt, _ ;: FRAMES, ~ -ffi GRATES w w ::; & FLARED END SECTION RCP AP !::: ~ . ~ ...1 :::> COVERS w -':fl t; w u 1--.~---'--~---~~~ DRAINAGE QUANTITIES R S P R C P A p CSP >..JZ U :::>W >< 0 Z 0: 1-0 D-Z :w:a: ::::, -W I-VI CD VI O U W >- U 1-VI 0: ---1-I- >< ~ ~ a: ~ ..J a: -~ ~ i= == C) ::; 0 1-- 0 ◄ W W Z -U U. =>- CD O D-Z W > 0 I--• ..JU ■ -0: -Z I-0 -U U. -CD 0: D-◄ ::J: n. :2 0 VI U I-W -:W: ID W u. ■ ~ ~ w ~ -!= C) ed ;! b CD CD ID ◄ ◄ ◄ ~ ~ -~ ~ w I- ;: ~ g, ~ ~ VI = W j U~ g::J: 0o 00 O O O 5 i= ~ ~ ~ ~ ~ O: U =:, U :::IE X O OOU 0: OZ Z ;! z vi ~ ~ o a: ◄ w a:w t-::J: ::J: ::J: ::J: ::c • o o :::IE -~ ◄ O -0 U W O :w:a: CDD-W t;j ~ I-I-I-I-"'1" WI-◄ 0 u u U z Z U. Uu. W ◄O :::IE :::IE :::IE ~ ~ ~ Z --ID I-Vlt-00: ts U ' ~ ◄ ~ u 8 5 = N ~w ~ u.vl . o -~ ~ 0 b .... ~~o 2 ~:i ~ x VI ~ VI Is ~ ~ w -::c d t; ffi :w: ~ 1-z z z z -, ~ ~ ~ ~ vi ig = :w: :ii .... 5 ~ij © ~ ':fl ~ ':fl z ~ a: ~ I a: ':fl ~ = • • • • • • ~ ~ g u G g g g g ~ • • • . • . . . • . • • . ~ D. u ~ ~ X oa u O d 8 d 2 2 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ :ii ;:;:~ ~ ::; 3• .f' -N ii: ~ ~ ~ ~ ;1; ~ ~ ~ ~ ~ ~ ~ ~ 8 j ~ ~ ~ ~ ~I!! ~ 1-C~Y--t-C-Y-1--C-Y -1--C_Y __._C_Y__._L_B-+-L-B-1[-A+_-A+-E-1A,-..EA+E-A+-E-j-AEA ➔E-A+IE-A,_E-1,:::-A+E-A+-C-Y-+--SY-j-C--,Y f-C-Y...-CY-+--CY-+-C-Y+-C-Y-+-+L-F-+-LF--1f-L-F+-L-F-+-L--,F ,_L_F+-L-F-+-LF-+-L-F+-L-F-+-LF~L-F.._L_F+[-A1-~--JAE-A+(-:Ai.-LF-_+ -L--1F 3.3 DESCRIPTION Concrete Headwall s 354 l,l 54" RCP 1. 4 236 D 18 3 GCP lnlet/18.AP Riser 8,2 79 69. l 79 Pipe Entrance to Earth Channel/RSP 9 Confluence Structure 3.5 170 1, 1 OL Inlet, L=10' s 116 6. 2 24 • AP IS) 4. I 174 8,8 OS Inlet s 48 l. 8 24 • AP( SI 4, 7 174 10,3 OS Inlet s 12( 10. 2 2 4 • AP I S I 6,6 170 12,8 OL Inlet, L=10' s 76 11 24 • API CI 2,3 580 2 6,2 GD-1 Inlet s 132 11.5 24" AP 111:GIS tllllD CIYI. [NGIM[lll t S~ .. f;. ,,.,..,.,~=,,..,.----=----Ii•!'-:.::--:]•~~ .__l'L_,ANS ___ APPll_o __ v __ AL __ o __ u __ , ___ --\,• •• .,..,. • _ VAN DELL AND ASSOCIATES, INC, .r.~ tin. /ft.,. nao, CARTlftlGHT ROAD llrtll' IRVINE, CALIF<JINIA 12l14 STAT ION 105.6' Rt 1159+-02,12 l Rte 73 105.6' Rt 1159+-02.12 t Rte 73 to 65,3' Lt 359+98.42 l Ra111> Le-l 30,4' Rt 359+77,23 l ROll1> Le-l 65,3' Lt 359+98,42 l ROll1> Le-3 105.6' Rt 1159+-02,12 l Rte ll 60' Rt 174+25 l MacArthtr 60' Rt 174+25 to 60' Lt 174+25 l MacArthur Blvd 60' Lt 174+25 q_ MacArthur Blvd 60' Lt 174+25 to 60' Lt . 173+75 l MacArthur BI vd 60' Lt 173+75 l MacArthur Blvd 60' Lt 173+75 to 69.3' Lt 172+50 l MacArthur Blvd 69,3' Lt 172+50 l MacArthur Blvd 69,3' Lt 172+50 l MacArthur Blvd to 20' Rt 865+76.19 l ROll1) MB-8 20' Rt 865+76,19 t Rarrp MB-8 20' Rt 865+76,19 l Roop Le-8 to 14' Rt 1166+41. 78 l Rte 73 g 0 . 1-:c Vl ~ ..J D- w C) ◄ z ◄ a: C d % r, =-\..... ~ I- VI -t; ~ ◄ ◄ a: a: C 0 D-3 73A a b C d e D-3 73B a b C d e f 0 h li 1.8 580 2 4,7 GD-1 Inlet 27,6' Rt 862+75 t ROll1> Le-8 k -1,8 580 2 4,5 GD-1 Inlet 90' Rt 1161+-00 l Rte 73 l ~ S 92 -l.8 18" APISI 90' Rt 1161+-00 to 90' Rt m ~ .... - ,-.~~; 1,6 326 1 11~1+95 lRte 73 • ~'.:,~]!~t--r-t-,-r-t--t---t--t--t--t-HH-t-r-t--t-HH-t--t--t-+--l~+-+-+:s:-+--t--t--t-t--t--t-+-+.5~A+--+--t-H-t-t-+++-4.~l-t-:3~.~lr-G2~24T.1~~~Pl~et;_ _____ +g~o~,~R~t~11~6~1~+9~5:....!al~R~t~e~l~l------1---+--~n -~ e u , " 90 Rt 1161+95 l Rte ll to o ucr--t--it---t---r-Jr---t--+--t-t-HHH-t--t--t--t--t--t--t----t-1--t----if--t--t--t~-t-+--t--t--if--t--t--t~f-t-:--t--t- l H - r - + + - ~ - r ~ ~ ~ . ; ; _ - - - - - - ~ ~ ~ : . ; _ ~ ; . : . . . : . : . . : : . . . ~ ~ ~ : _ : . : : _ ___ --l-_.J.--J~ i 29,5' Rt 862+25 t Rorrp Le-8 4,(3 GD-1 Inlet 32, 1' Rt 862+25 t ROO'P t.11-8 1. l 580 2 9 41 3570 4 9 1 79 69, l 79 354 ,011 MOUC(D P'1. ANS 0 ~ 1 C 54E r SHEET TOTAL p DRAINAGE QUANTITIES D-104 Ir,, ,.,,,.., Ir,. ,n-,rAn --.... FRAIES, FLARED END I-a: GRATES SECTION z -~ ~ w & -a: __, RCP AP .... w ::, ::, COVERS i a: VI .... __, u w -◄ u w >-> i5 u ::, w >< - ID __, z a: I-0 D.. i I ::, -w I-VI a:a VI u .... VI -a: - ~ u w 0 -~ >< ~ D.. l5 z __, a: 0 -◄ w w z -w a a:a 0 D.. z w > 0 .... -a: --i5 .... 0 -u ;f f D.. 2 VI u I-w i5 ~ w -a: ◄ .... a:a w .... -C) .., > 0 a:a -~ ~ LI.I ~ z ◄ a: 0 ... a: VI -!j u UD.. 0 0 I I ◄ u __, u LI.I a u >< -:r: 0 > ~ VI i5 a: 2i ◄ w a:w I-:c ◄ -u w ..:: a: IDD.. ~ I- u u u i5 ~ u. u LL w ◄O ~ ' >< ~ z ◄ a: u. __, ~~ ' LI.I ◄ u u __, -N a: w ::, VI . ~ __, w ... __, I-a: C, . :r: VI VI I§ w a: LI.I :c 0 u w..:: z .... ii I u VI u VI u .... I VI :c ::, 1-U -:c .... ◄ i5 ◄ z VI a: ◄ a: ◄ I • • • • • • • ~ --10 u C, -d d --◄ __, ""' ID a: ""' 0 ID N CD ""' 0 -a: ◄ - 0 u 2 2 a:a D.. N ,., .... N ,., ,., ... .... N ,., VI u.-LL __, CY CY CY CY CY LB LB :A EA EA EA EA E, :A EA EA EJ :A EA CY SY CY CY 1. 9 I ~ 1.8 580 2 ~ t; 19 l a.. J 0.4 0,6 223 ·i1 6 34 34.2 ... 0,4 0,6 223 0,4 0,6 223 1 ! -I-0,6 ◄ I-115 "' 0.4 a~ -~ ~~! 2,5 1.2 15,0 1249 2 1 34 34-2 - DRAINAGE QUANTITIES R S P R C P A p ,• - z 0 -I-◄ u -..... -◄ VI CXl ◄ ◄ VI ◄ 0 0 0 0 __, 0 O· 0 0 u :c :c :c :c I-.... I-.... I- ~ ~ ~ ~ z ---VI VI . 0 -..... ..... . . . -, VI u u :z: z z z ---0 0 0 0 w I-I-I-I-a. • a • • • . . • . . -~ N -""' 0 ID N ""' CD N CD ""' 0 ~ .... N a. N ,., ,.., ""' Ill ,-.... .... N ,., CY CY CY CY LF LF LF LF LF LF LF LF LF LF s 22 _, s 22 D 34 s 352 s -D D s 86 . s 130 s ~82 s 84 s 16 34 1282 86 174 ~52 FOR A[DUCED Pl.ANS 0 z I CSP -..:: a: u w -I-:r: __, I--C) ..... ::, • __, -CD a: Q.. ..:: ID w u ... I-a: -◄ ◄ :c 0 ;s I- I--:::E a: a: ~ • 0 0 ""' w I- ID I-VI I-0 0 I-w z . 0 I-_J ◄ 0 __, VI z -VI 0 -..:: ~ u • • • a. ID CD CD 0 ◄ a: ,., ""' ... u u CXl LF LF LF ::A :A EA 10 256 8 6 1256 14 1'21--;:;-I 1i I 23.T/25.5 1i11, I~., POOR DUALITY ORl61NAl ~ .._u,?I~ - ././"~-~ MGIS Ttft[D CIVL [HCN:[ft @~@ ~ ~•--a..,~ l --'"' L Pl.ANS AJ'l"ROYAL DAT[ • l• llll'.II • VAN DELL AND ASSOCIATES, INC, ,. CM. "ii: . nao, CARTWRIGHT ROAD 'If Of ua.\ .''" IRVIHE. CALIFORNIA 9ZTl4 -:•,: ~--~-.. ,.i • .\ J >-I--__, 0 -. u • 0 ◄ :r: DESCRIPTION STATION z ..... • d . w I- I-z ,,-..., Cl w :r: ◄ __, a: VI 2 '-' z z w w -> z .... I- ◄ 0 ◄ VI - a: ..... u __, >-z 0 0 a. VI ::, :::E I-.... j w w w VI :c C, C) C) ::, C) -◄ ◄ ◄ -, -X z z z 0 w ◄ --- ◄ :r: :::E ◄ ◄ .. a: a: a:: £A LF LF 0 0 0 Gutter 83-9 61.6' Rt 861+07. 32 to D-3 738 Q 32.3' Rt 861+59.28 i RolTl) MB-8 2.9 24 • APl S) 29,5' Rt 862+25 to 28,6' Rt s 862+50 \ RolTl) MB-8 4.4 GD-1 Inlet 28. 6' Rt 862 +50 \ ROITl) t.e-8 3, 1 24" APIS) 28.6' Rt 862+50 to 27,6' Rt 862+75 \ RolTl) "'3-8 9,9 Mod Gt.fl/Debris Rock Coqe 14' Lt 1166+43.78 l Rte 73 V Pipe Entrance to Earth 240' Lt 1167+74.31 l Rte 73 w Chonnel/RSP 6,8 30" API S) 12' Lt 1162+89,52 to 14' Lt X 1166+43.78 l Rte 73 12,5 36" APIS) 14' Lt 1166+43,78 to 240' Lt y 1167+74.31 l Rte 73 6,8 Mod Gt.f>/Oebrls Rock Coqe 12' Lt 1162+89.52 l Rte 73 I 5.2 Mod Gt.f>/Debrls Rock Coqe 6' Rt 1162t00 l Rte 73 00 4,6 19• APIS) 6' Rt 1162t00 to 12' Lt bb 1162+89,52 l Rte 73 4,5 24" APl S) 27,6' Rt 862+75 \ ROITl) t.13-8 cc to 12' Lt 1162+89.52 l Rte 73 FES 82' Rt 157+48,46 \ RalTl) M8-1 0-4 nc o 27. ~ 24" RCP/Speclol Cover 82' Rt 157+48.46 l Rorrp 1,13-t b to 51,5' Rt 858+28.24 \ Rorrp MB-8 Concrete Col I or 51,5' Rt 858+28.24 \ Rarrp t.e-8 C 3.6 24" RCP/ 34.6' Rt 858+30.H to d Entry Comectlon 44.2' Lt 858+40,35 \ RalTl) t.13-8 t.ti No 1 34.6' Rt 858+30.37 l ROITl) t.e-8 e 4,0 24" RCP/Speclol Cover 51.5' Rt 858+28.24 to 34.6' Rt 858+30.37 \ ROITl) t.ti-8 ~ SHEET TOTAL DRAINAGE QUANTITIES D-105 1£A !025 ◄0 ' DIST cou.n ltOUfl ,o'i~t'~? .. , r"M' c!:n'l ' 12 Of"O n U.l/25,S jzn ~l,C, POOR DUALITY '1:IUe.-✓ Jf.ll d - DRl&IHAL ~~ ~us,!§ • MGISTlR[D CIVL tlGICtR GI -~-II~~ I -:I .,,. -1 l'LlNS APl'tlOVAL ont • -;,. -• ,_ VAN DELL AND ASSOCIATES. INC, ~ CM. aj 11801 CARTWRIGHT ROAD lflii~ DRAINAGE QUANTITIES IRVINC, CALIFORNIA !2114 - -FRAMES, FLARED END R S P R C P A p CSP -I- I-a: GRATES SECTION z -w ~ w > A -a: _J COVERS RCP AP I-w :::, :::, i a: Vl I-...J u w -◄ u w ► > z u :::, w X -- al _J 0 z 0: I-0 0.. z ""' a: i ~ :::, -w I-Vl ID Vl 0 u w >- u I-VI -a: ---I-I- w u w 0 -z I-:c _J - I-X w n. 0: z _J a: 0 <t I--c.:> _J 0 w ◄ 0 I--0 <t w w z -u u. ·:::, -0 ac 0 ID 0 0.. z w > 0 I--. _J u • -a: -z I-0 -u u. -a, a: a.. <t :c DESCRIPTION STAT ION z ~f ii a.. :I 0 Vl u I-w -""' \D w u. • d z w w -a: ◄ I-ID ID ◄ Vl u .... I-a: . ~ 0 I-w I--c.:> .., > 0 ID ,c( ◄ Vl -<t <t w I- I-z r-. ..... -w a.. w w z <t a: 0 0 < :c 0 JI: I-C> w :c I-a: 0 a: I-Vl -w u ua.. 0 0 0 0 0 _J I--:::I a: <t _J a: V'I :a '--' I I < u _J u UJ :::, u :I X -:c 0 0 0 0 0 u a: 0 z z UJ ~ > z Vl z 0: 0 a: < w a:w I-:c :c :c :c :c . 0 0 :::I -> z t- <t 0 -0 u w 0 ""' a: ID 0.. ~ I-I-I-I-I-I-..,. w I-◄ 0 c( VI - u u u z z u. u .... w <O ~ w !j !j !j z --\D I-Vl I-0 a: u. u ..J >-z ' >< w 0 < z <t a: .... _J :::I -Vl Vl 0 I-w z 0 0 a.. VI :::, St ► w ◄ I-u u _J -N a: w :::, VI . . 0 -' ' . 0 I-_J ◄ :::I al w ..J w .... _J I-a: c.:> . z z . . ., VI u u 0 ..J Vl z I-I-:::, w w w ~I :c VI a: VI ls w a: w :c 0 u w..: z I-z z ----Vl 0 -""' Vl :c :::I C) c.:> C> I u Vl u VI u I-I Vl :c :::, 1-U -:c 0 0 0 0 UJ a.. u :::, c.:> -◄ c( c( I-< z < z VI a: ◄ a: ,c( z . . . . . . • a: JO u c.:> I-I-I-I-a.. • . . . . . • . • • . . . :::I a.. -., >< z z z ...J 0 ...J --◄ _J ..,. \D a: ◄ ..,. 0 \D N a, ..,. 0 I--a: ◄ -.... N -..,. 0 \D N ..,. a, N a, ..,. 0 \D a, a, 0 ◄ a: 0 w' <t -- - 0 u u u :::I ::I ID 0.. N ,,., I-:I N ,,., ,,., .... .... N ,,., VI u.-u. ..J ~ ~ .... N 0.. N ,.,, ,,., ..,. Ill ,-.... .... N ,,., ,,., ..,. .... u u ID ◄ :c :I c( ◄ ◄ 3~ A:A :A :A EA EA ~A a: a: a: CY CY CY CY CY LB LB EA EA EA EA EA EA EA EA CY SY CY CY CY CY CY CY LF Lf LF LF LF LF LF LF LF LF Lf LF LF EA LF. LF Cl 0 0 2,2 1.5 Concrete Headwall/ 62.9' Rt 145-+09,34 \ Ral'll) MB-1 0-2 730 a Inlet Structure s 34 6.6 30• RCP/Speclal Cover 62,9' Rt 145-+09.34 to b 32' Rt 145-+08.38 t ROl'l'P MB-1 a: 2.1 326 1 6.7 G2 Inlet 32' Rt 145-+08,38 \ Rol'll) MB-1 C .. ~ s 70 • 9. 8 30• RCP/Speclol 32' Rt 145-+0B.38 to .. ~ Cover d u 39,4' Lt 145-+04,87 t Rorrp MB-1 i LI. . 1.8 112 1 6.3 OCP Inlet 39.4' Lt 145-+04,87 t Ral'll) MB-1 e C, ◄ s 52 4,8 30• RCP/Speclol Cover 39.4' Lt 145-+04.87 to f u 88' Lt 145+14. 11 \. Rol'll) MB-1 .. 1. 5 Concrete Headwall 88' Lt 145+14. 11 t. ROl'll) MB-1 0 46 21.5 No 2 Ditch 120' Rt 147+67.00 \ Rol'll) MB-I h s 14 4.2 24 • AP 32' Rt 145-+08.38 to I 32' Rt 145-+00 t Ronn MB-1 28 13,2 Type A Ditch/ 68' Rt 145+70.39 \ ROf'l'P MB-1 I ' Splash Wal I 2.1 . Transition Structure No~ 35.9' Rt 250+32.20 t ROR1> BA-2 D-2 7JE a s 208 • 13. 2 42• RCP 35.9' Rt 250+32.20 to b 58.7' Rt 252+41.40 t ROl'l'P BA-2 2.-1 Cax:rete Headwall 58.7' Rt 252+41.40 t ROR1> BA-2 C . 1 4 6.7 4 FES/RSP 59.9' Rt 154+32~88 l ROl'l'P MB-1 D-2 73F a ~ s 86 15.2 30• RCP/Speclol Cover 59,9' Rt 15◄+32.88 1 ROf'l'P MB-1 b - ' • > ... to 20,3' Lt 855-+08,93 1 ROl'll) MB-8 ◄ ... , 20.3' Lt 855-+08,93 1 Roni> MB-8 ~§~ 1.5 Concrete Headwall C ' -v 95 49.7 No 2 Ditch 120' Rt 147+67.00.t Ral'll) MB-1 d .4.fi ~ 69 2◄,g Type B DI tch/ 65' Rt 15◄+1 ◄.47 l ROl'll) MB-1 e ' Splash Wal I ii ~ SHEET • 238 111.s 13.5 438 1 1 1 ◄ 6,7 ◄ 12◄2 20E 14 TOTAL ~ .. I . DRAINAGE QUANTITIES ... 0~106 ~~ ----·· ··-.,,.. .. ftr.,.,,,.. .. .., N ., ... . . . I I " 5 1- 1-z ~ ~ FRAKS, a: GRATES ~ & FLARED ENO SECTION RCP AP &i I ! ~ i 0: u 1- ~ u z LtJ ..I uJ ~ 1/) 5 COVERS u .............. ..-..---1-----....--.-T'"-4 >< 0 CD Q. 1/) a: - .., >< ~ ~ a: ~ ..I a: - w!c !;!01--oz -LtJ w z 111:0 :::a:~ -~ ~ !:? "'. Q. !~ 1/) u !c ,; ' I-~-~~ l!! ... ed ,._. • ~WLIJ-~ ~ JJ ~ 5 ~au i ~ I I ; ~ _ ~ u w 25 :w:a: u u u z z u. uu. LtJ '->< ~ U 8 j ~ N ~uJ § ~&i ~ ~ : w ..I LtJ ... ..I l- ~◄19 =U v,j 5 ~ 25 ~ 0: ~ I ~ ~ g z ◄ z v, a:-c a:-cz••••••• a: 0 ...J --,c ..1•U>a:◄•OU>NCO•Ot- ~ WC U U U :I :I CD Q.Nl"'ll-::INl"'ll"'l.-.-Nl"'lV, cJ O CY CY CY CY CY LB LB EAEA.::AEA EJ EAUEAEA EAEAEA CY 1. 0 611, 1 6734 1 .o 1 .8 1.8 6,2 51 22 10, 7 1,6 325 90 112 39 -§ ~ 35 8 ·DRAINAGE QUANTITIES R S P ~ -t-u LtJ b m CD CD u8: 8 o g :c O :c a: uJ I-:z: I-~ & ~ ~ ~ L&. ..I ::I C 0 8 :c :z: I-I-~ ~ z 0 I-'"' u -LI.. VI • • 0 a: C>•:z:z .-, ~~ ~ ~ C:J O ~ ~ ..10 U C> ,_ I-1-I- ~~ ~ ~ _!,• ~N .-N uJ Q. • -.... Q. N R C P . . . 0 W N .., .., .... A p 1/) V'I -' ..... 1/) u u . . . ""' CO N 1/l ,-... . . . co v 0 -N ,.-, CSP :w: a: u LtJ -1-:c ...J >-1- 1--C>...J L&. ::> -• _, u • -co a: a. ,c( :z: :w: U> LtJ u. • u -1-a: • ,c( ,c( LtJ I-r= ~I~~~ 0 {§ ~ z ~ .... uJ I-,c( U> I-V'I I-0 a: LI.. 0 1-LtJZO 0 • 0 1-...J-C 0 ...JV'IZ 1-1- -V'I o-:w::V'I :z: . . U> co .., .... a. u ::> C) • :10.. -, - co 0,c(0:0 LtJ -UUCD,c( :Z: SY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF :A~A~AEA LF s 54 s 382 45 51 s 8 1>1r.q CUUNII I I\UUI~ I IUIAI.. ......... , I -· ···-• POOR DUALITY 12 I o.-a . I n I 2u,2s.s I.,,, I "'., a: uJ > 0 u 2 3 >< ,c( ::I LF ORIGINAL DESCRIPTION Inlet Structure 6,6 2' X 4' RCB Transition Structure Concrete Collar 11, 7 36 • RCP/Speclal Cover Concrete Collar 21,436" RCP/Speclal Cover Pipe Entrance to Earth Channel/ASP No 3 Ditch Concrete Collar 5,5 36 1 RCP Exlstlna t.ti No 1 Type •B• Ditch Type "A. DI tch tl(,/4.,. --,,/ J','Jld ~~la.,;>- lllGllllR[D CM. ll!CH:[11 '.::!I~ .., ~ I 1·: ~;;...,:jt~ ~flL:;;'"'~,.,,,.. ___ 11_ov __ AL __ D_,_ll ______ ,-\ 1,. • .. 111111 ot VAN DELL AND ASSOCIATES. INC ~ CWL ~ • '# ·/~ '• 11101 CARTWRIGHT ROAD jf'f~I IRVIHE• CALIFORNIA 92714 - STATION 126.3' Rt 179+55.07 t MacArthur Blvd 126,3' Rt 179+55.07 to 48,5' Rt 179+92.19 l MacArthur Blvd 44.8' Rt 179+93,86 t MacArthur Blvd 69,9' Lt 179+79,43 l MacArthur Blvd 69.9' Lt 179+79,43 t MacArthur Blvd to 167' Rt 1173+11.75 l Rte 73 167' Rt 1173+11. 75 t Rte 73 167' Rt 1173+11. 75 to 215' Lt 1173+11.75 t Rte 73 215' Lt 1173+11,75 t Rte 73 35.7' Rt 178-+00 \ RO/ll> US-1 38' Rt 179+95, 71 q_ MacArthur Blvd 38' Rt 179+95,71 to 44,8' Rt 179+93,86 l MacArthur Blvd 68' Lt 179+80 l MacArthur Blvd 58.7' Rt 252+41,40 \ ROl11> BA-2 to 105,6' Rt 1159-+02,12 l Rte 73 20,2' Lt 855-+08,92 to 45,5' Lt 858+3◄,99 \ Rarrp MB-8 45,5' Lt 858+34,99 to 51,3' Lt 859-+03,10 \ ROl11> Le-8 g 0 1-:c V'I z ,c( _J Q. LtJ C) ,c( z '"' a: 0 0 ; iC uJ I-1- V'I ->-z V'I ::, uJ uJ C) C) '"' ""' z z - - ""' ""' a: a: C C 0-5 7JG a b C 8 f 0 h k 0-2 73AJ a 0-2 738£ o b I ... ffi ~ ~ -v 0 ~ n,~2-22-t--t--61-t---t-+--+--Hr-+-t--t-t-t-++-t-t-++--+--+ - - t - - - t - - l r - t - t - + - - 1 1 - l - t - t - + - + - - t - + - + - + - - - + - - + - + - - + + - ~ - + - + - - + T - y - p e - • A - ■-o-l-tc_h ___ _.__,------------l--l---1-1 \, 2 ~ 88 Lt 145+1 ◄.11 $. Rarrp MB-1 to 0-2 7JEE •. . je ~ 33.9' Rt 250+17, 13 \ ROfll) BA-2 i. 116 rn.1209.1 12.4 6734 51 4s • 51 -~44 f~~~l j~ ' DRAINAGE QUANTITIES ' . e ~ L__:?....J _______ .;._ _________________________ ~FUOR::-:R[UDIJC~[Dni:P\.~AN:;:S;------:-0--~---=,---,:----------------------,r---------..,.,-------_J ' ' r11 ,.,,,., rA 1n?c:~n D-107 POOR O UAL IJY ORl61NAL DIST! COUNTY I IIOUTl ,o'i"J.'~\J,., ~-•,~~l~ 12 I o.-a I n 2u 12s.s I ll'f I 154,t, I-I-a: z -w ~ ~ :'.; I-w ::, ::, 0: Vll-...1 U w -c( u w FRAMES, GRATES A COVERS FLARED END SECTION RCP AP DRAINAGE QUANTITIES R S P R C P A p CSP :'.; ~ ~ ~ ~ ~ n: z ~ a: ::, -W 1-Vl ID VI O U W U I-Vl -0:: ---t- >-1- u W O -Z I-::I:...J X W D.. 0:: Z ...I 0:: 0 c( I--C> ...I g :5 ii: i "" t!i ~ ~ ;: ~ • u. 3u • -a: -.Z: 1-0 -U u. -a, a: o.. cl: :I: D.. ::E O Vl U 1-W -:W: \D W u. • ~ /:!! w /:!! -~ C) od ~ b ID ID ID c( ""' ""' ~ ~ -: ~ ~ w I- ;: ~ & ~ /:!! VI = y,1 j u_~ g O 00 0 0 0 j ~ ~ i ~ ~ ~ -4 U ...JU W::, U ::E X :I: 0 O O OU 0:: OZ Z > Z Vl Z 0:: 0 a: ci: W O::W I-:I: :I: X :I: :I: • 0 0 :::lE - ,ct O -0 U W O :w: a: IDD.. W I-I-I-I-1-t-"I' W 1-ci: U U U 0z Z U. U U. W <[0 ::E W ~ ~ ~ W Z --lD I-Vl I-0 0:: U. , X W ,c[ Z ,c[ 0:: U....J ::I -::I Vl VI O I-WZO 0 ..., .... W J W --' ..,_ a: C) • • -, v, U U O J Vl Z t--t- a: w > 0 u ::E ~ ?; ~ W ci: 1-U U ...J -N 0:: W ::J Vl O -°' °' 0 I-...I <[ ::I: VI 0:: Vl 0:: W 0:: W :I:□ U W:W: Z I-z z Z % ----Vl □-:W:Vl :I: ◄, Q U VI U VI O U I-I VI :C ::J I-U -·:c O O O O W D.. U ::J C> - .f W t--◄ Z ◄ Z V> a: ◄ 0:: ~ Z a a • • • • • a: _,JQ U C> t--..,_ t-t-Q. • • • • • • • • • • • • • 2 0.. -, ->< o ~ a d . s d ::1 2 ~ er ~ ~ f= :i ~ ~ ~ ~ !? ~ g tn ;: ~ ~ ~ ~ -~ -N a: ~ g ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ s j ~ ~ ~ :i ~ ~ ~ t-CY-4---C_Y-4---C_Y-4--C_Y-+--CY-+--L B-+-L-B-¾E-A-+~-A+-E-A~A -E A-+E-A+-E-A1-EA-¾::-A-+E-A+-~-1A1--E-tA -C-Y -t-S-Y-+-CY-+-C-Yt-C-Y -+-C-Y -t-CY-+-C-Y 1----,1--L-F+-L-F-+-L-F 1-L-F+-LF-+-L-Ft-L-F-+-LF--,1--L-F+-LF-+-L-F t-L-F-+-L F--,1--E A➔E-A+E-At-E-1A r--LF-+-L--1F 3 DESCRIPTION 2.4 6,5· GD-1 Inlet s 18 ' 5. 9 18 1 API SI 2.2 326 6, 5· G2 Inlet s 52 2.5 114 1 OS Inlet s 14 • 9 24 1 AP Existing OL Inlet Existing 1ft No 1 1. 2 156 3, 0CPI Inlet s 86 • 1.0 24 1 APISI/Concrete Bockfl 11 9 16 16 16 Pipe Entrance to Ecrth Chomel/RSP 2. 1 580 2 5,7 G0-1 Inlet s 20 4 • 5 1 8 1 AP I S I 11tL., .... -11(.J/LJ.1' ~~a.~ lllCIStlMD C1ft. £NCINClll @' ~~ .. _ "' ,1 '!~-If tUlrl~ PUNS Uf'f!OYAL OU£ • ,,. l{J(II • ,_ YAN DELL AND ASSOCIATES, INC, .r~ CM. -~t lllOI CARTWRIGHT ROAD 11'11l' IRYINE, CALIFORNIA ,2114 ~ STATION 32' Lt 481+15 \ Ro1t1> u-20 32' Lt 481+15 to 32' Lt 481+95 \ ROlt1) U-2o 32' Lt 481+95 t Ro1t1> u-20 32' Lt 481+95 to 32' Lt 488+50 t ROlt1> U-2a 32' Lt 488+50 t Ro1t1> u-20 32' Lt 488+50 to 20.21' Lt 488+63.16 t Rcrrp U-2a 32' Rt 490+33 t Rolt1) U-2b 18' Lt 489+02 t Rarrp U-2a 26.4' Lt 888+14.08 t Ronp UN-US 26,4' Lt 888+14,08 t Roni> UN-US to 67.2' Rt 3+86.03 l Bike Troll ·o· 67,2' Rt 3+86,03 i Bike Troll ·o· 32' Lt 498+00 \ R0111> JR-4 32' Lt 498+00 to d z . I- ~ ~ ~ w C) ""' % -""' a: 0 0 D-6 14A a b C d e f 0-6 14B a b 0-7 76' o b C D-9 HA o b rz-1-+--t-+--l---¼--+--HH++-HH-++:-H-4-t---t--t-f-+-+4-l--f-4-l---l~"-11-l--¼--f-+-++ + - + + 4 - 1 - 1 - - · · + - - - t = : - - - - - - - - - - l ; 5 0 ~ , ~ 5 T " ' ~L~t ~4~98~+o~Oµt~R~orrp~_!!;JR~-~4 ___ .J--!--W 5 ~ 1 FES 50, 5' Lt 498+00 l Rcrrp JR-4 ~ !; C § -~~~ 1.9 156 1 1 l,8 0CPI Inlet 43,28' Lt 294+19.16 S. Rant> UN-3 D-l llB o ,, ,,~ -~ t--1---t--1---t--+---i1---t--+--1-+-it-t-t--t--+--t-t-t--t-1t---t---t-+---1-+--t--t-s~-+---t--- t - 1 t - - 1 - - + - - + - - - t - : 9 : : - : 6 : 1 - - + - - t - - + " " " ' " ' . " i ' - f - - + - - + - ~ , ; . ~ ~ 1 ~ . .,...2 ~2~4;;,:.• ::...A..=.P:.;.I s;.;:,;.:..... ____ -1-4..:.::3;.:.., .:.:28:;..,'--=-L t~2=-94.:..;+-=-79.:.:.:..:1.::.6....:it._o=:!:..,.;::.:.:_=---..i...::.~~~b~ • 7 ) ~ij 132,1' Lt 295+16,48 \ ROOD UN-3 uct--t--t--t--t-0::-:5i--t--t-t-t-t--t--t--t--t--+-+-i--t--t--t---t-t-+--t----t--t-r-1--t---t-t-+--t--t-t--- t - - t " - 1 t - - t - - - t - - i - t - t - t - - t - - - t - - + - - - - - - - - - - - + = ~ ~ ~ = ~ : . . ; _ ~ ~ = ~ = - ~ - - + - - + - - . J - - ~ • JS No 4 132,1' Lt 295+16~48 t Ronn UN-3 oo >~ t--t--t--t--t--i--t--t-t-t-t--t--t--t--t--+-+-i--t-t---t---t-t-+--t----t--t-r-t--t---t-1t--t--t--t-t---t--t" - 1 t - - t - - - t - - i - t - t - t - - t - - . - t - - - r - ; ; . . . . ; . = - . . ; _ - - - - - - - + = . ; . . ; . . . - = ~ = ~ : . . ; _ ~ ~ = ~ = - ~ - - + - - + - - . i : : : . : ~ -.. i:: ~-, j~ 21,81392 3 3 2 16 16 16 90 20f 2 0 SHEET TOTAL DRAINAGE QUANTITIES Ir• ,n-,cAn D-108 r--r--r-------------------------------------------------------·-···· FLARED END SECT ION RCP AP -DRAINAGE R S P QUANTITIES R C P A p CSP >-1- POOR DUALITY ORl61NAl DESCRIPTION 11, 5 435 1 22. 6 Mod MH No 2 s 4JE 17.7 75• RCP DIS1 I COUt41 Y I IIOUIL I 101i.l .-d .... , I ... , '"·· u 12 I Oro I T3 I 21,T/25.5 I no I S&,c, Jlll...... JR.JI~ ~=:iii, 111:CISTtRlD C1V1. [NGM[II ~~~ &': -..-,-,.--------j i~-----;:..Jjt r.-"'-.... "_NS_,.,.,.,._o_vAL_o_,_n ____ • !",• ,., 1(1(11 • VAN DELL AND ASSOCIATES, INC, "4'. CIVL__,,,rlf,. ,,. 111101 CARTWRIGHT ROAD fill' ·, IRVINE, CALIFORNIA 92114 STATION 69.3' Lt 496+66,93 i Rorrp JR-4 69,3' Lt 496+66.93 l Rorrp JR-4 to 30,8' Lt 300+85. 77 l Rorrp UN-3 . 1-:::c .VI z "" _, Q. w C> "" z "" a: 0 0 d z I"'""> ::I ""' w I-I- VI >-z VI ::::, w w C> C> "" "" z z "" "" a: a: 0 0 0-9 78 o b t--t--+--t--t....;1;..;;.0-+--'4~l5~-t-l1-t-+-+-1~+-f-f-+-l---+-+--+---f---+-+--+--+--li-l--il---l-4--+---l---4~1---l---l---l---l--t---l-~- t - - 4 - - + , : . . ; 1 2 : . . : ' . . . : : 9 - 1 - - t - : . : . : : M o d ~ : : : ~ . . : . . . . . ; . : N = . o . . : 2 ~ - - - ~ ~ 3 - = - 0 ~ , 8 : . . . ' _ L = - t : _ _ . . . : : . 3 0 : : . : 0 : . . . + - = . 8 5 : : . . : . : - . : . 7 . . : . . 7 - l \ _ ~ R o : : : . : r r p ~ U : : . N : . . . - : : : . . 3 __ -'---4---1-c. t-f-t--t-f--t--t--f"-f'""7tc --t-t-t-f--t-t--,-t-f-+-t--f--t--t-f-•-t--t--11--t-' -i-t--+--+--J--+--l---l---¼--f--t-t--+-t--f-l-f-+--+---¼------f----------J-¾---H. s 16 5.9 24• AP 68,4' Rt 138+31.32 to 83' Rt 0-13 MCAJ a 138+31.82 l MacArthur Blvd 4,5 170 8,0 OL Inlet, L = 14' 83' Rt 138+31,82 { MacArthur Blvd b S 4 4.3 24• RCP/Brlck Mortar 83' Rt 138+31,82 to 87' Rt d • Pluc;i 1l8+l1.82 l MacArthur Blvd s 101 6 24• AP 83' Rt 138+31,82 to 83' Rt 8 139+41.98 l MacArthur Blvd 1,9 170 2,l OL Inlet, L = 7' 83' Rt 139+41,98 { MacArthur Blvd f Concrete Col lor 68,4' Rt 138+31,32 { MacArthur Blvd 00 +-2,l 174 1 6 OS Inlet 44' Lt 23+25 { Bison Ave 0-13 MCA4 a ~ S 54 14 18" APISI 44' Lt 23+25 to 83_,4' Lt b ~ 23+61,79 t Bison Ave j rz!-1-~-+-+-~0!,:·~4-J--l--+-++++-+-t-~H--t--++-l--t-+-+-+--+~f-t-t-+--+-4-t-+--+-l-l--l-+-l-l--l--+-~WL-1-- - l ! J ~ S ~ N ! ! ! 0 ~ 4 - - ~ - - - - l . . ! ! 8 ! 3 ~ - 4!._'_.!:.L!_t _j_2:_:3'.:!:+6~1!_.=,:..!_7_!9~(~B_.!.;i s~on~~Av~e~-~L--1-~0~0 .- ':J ~ i i§~r-t---t--t--t---t--t--t--t-+--t-t-HH-t-t-+++-+--t-t--t--t--t--t--1--1r--t-+-t--t-t-+-t--t-t-+-t--t-HH-+-+-+- + - - - - - - - - - - t - - - - - - - ~ - - - - - - - - - l - - - + - - ~ 0 ,-~t-t--t--t--t----t-t--+-H--+-H--+-H--HH--t-+--f-t-+-1r-it-t-t---f--t-+-+-~t-i-t-f--+--+--t--+-+-l-+-H-4--+-- - - - - - - + - - - - - - - - - - - + - - i - ~ - f ~;: J!~! SHEET .. 30,6 384 3 2 4 43E 54 12, 1 TOTAL .~ ~ 0\ r-Cl) .... ~~ -"! ~ l"l ~ ..; N ' '° r-r-l"l O '° 0 ..;-co v o.O o.O v '° o.O o.O GRAND C ..-";,; ~ ~ ,.; 0 o.O O ;;:; u, ~ :: N e .-O .-,.-en .-N CJ\ ..; ~ ~ l"l O ~ r"l Ill U> 0 Ill r"l .-Ill ..;-Ill Ill ..;-~ r"l O N N TOT AL i~ ~ '° '° '° ~ ~ :Ii -~ ;;:; N N ... ~ l"l en N l"l ... ... :: ~ Cl) N n .- ~~ DRAINAGE QUANTITIES .. ;:: D-109 r'.' , __ ._..__ _________________________________ ,iiiiii;:;;;::..;;~~--~---;----:----:-----------------------r----------,.---------1 fOII 1111:0UC(O PLAHS O Z ~ J,.,, '"', •~ J ,. 1 ,,... ... r •n >-Ill ~ u u i~ ◄i a-,:: ua •--:I ... u Ill I ◄ u ... 0 1:1 -> .., a: ~ ◄ 0 i.. l&I >-Ill e lllf u .., J: u a: ~ 19 lo. . u Station VentlVI, OutletlOI, or CleanoutlCL) Type of Outlet, Vent, or Cleonout Lenoth of Outlet, Vent, or Cleanout • C leonout TCD Terminal Cross Drain ICDI Intermediate Cross Drain Interceptor e Dralnooe System Nurt>er Underdroln @ Pipe Size In Inches This pion accurate for Edoa Drains ENO SECTION 3,3 BEGIN SECTION 4,1 Rte 11 +oo, Rte 13 1145+o0,00 only. ___ ... . w- --. -:z::z;:z::;?. :.L,! ,?.-i'".:"£;;!_~r=..:_ .L...:c -- ------, !>O t,4A.lCH SEE SHEET 0-111 Pz,.,,Mwfi'»v.ee RIOISTIRIO CIVIL INOltCIR PLANS Uf'ROVAL blfl ASSOCIATED ENGIN££RS• INC, JJ11 E, SHELBY STREET ONTARIO, CALIFORNIA t1ll4 ,,/ --,·· ,,,,-----:.~ ~ '\, ~ ' ~ ... -:---~ -/ ~ .... _, I ·-----=-:::. -· , POOR OUALITY ( r ........... .,, • .a.1 , ,,.,... ~~ ~-~ .. -...... , ... _ UNDERDRAIN AND EDGE DRAIN PLAN SCALE• t• • 50' 0 ? Cl) Ill -- N ... -I 0 t- l,J l,J % V, t!J V, ORIGINAL D-110 ► ~ II -> 0 Ill :,t • -~ > I;! C 0 Cl IL u ... , ► ~ .. ► 0 II ~I a u-IS ~ Ill Ill ~ ~ a: g ·--i a: ... ~ u w ... t J ◄ 0 ... 73 1145-tOO.OO Bock PM 23.7= 73 1145-tOO.OO Ahead Rte73 +35 D V ___ :_: .~.-~. Thia pion occ\rote for Edo• Drains only. II ·• -----:.- 'I'·''~ ' • / . .,,,•.;...~-r /' \ I , I. / .,-1 I / j / ';~. \ ,0 \ h "-;1-.....,.::t:.;;J o-, ,o LlHE ~/ ., ,,.·· ,, ... ,,,,,," _/,. _,,,,,--_,,,, --~~: ~ ,--:_-_-~--~:-~~~--.-•• ,, 0 I IT COU.ll ROUTl 12 Ora n ,c ... s l►►AOYAL DAft ASSOCIATED ENGINEERS. I JJII E. SHELBY STREET NC. ONTARIO, CALIFORNIA 91164 0 ? ~ ... ... I 0 ._ w w :x: 1/) w w 1/) POOR DUALITY ORIGINAL UNDERDRAIN AND • EDGE DRAIN PLAN SCALE 1 1 • • SO' D-111 ► Ill > a I;! Ill ~ > ◄ Ill a: a 0 ~ .... .... 0 ' 0 t-w w :i: "' w w "' Thia pion f or Edoe occu-ote 0,-olna only, ........ -... -.. ~ ... -_ 5 SEE SHEET 0-113 7 lJl►Movll 61ft NG INl[RS, INC, ASSOCIATED E y STR[[T llll E, SHEL~FORNIA tlll4 ONTARIO, CAL UNDERORAIN ANO EDGE ORA IN P,L AN SCALE• 1• -50 D-112 ► ; • -> Q w ti -~ > i Q 0 ? co Ill ..... ..... I,) I&. ◄ u l&I .... V, '► ~-► • ◄i a ~-~ g; "' i5 ..... .... .... I 0 I-LLI LLI :J: Cl) I: LLI g LLI VI •--I a: .. ~ u ~ Ill "' a u f • u .. • Thia pion accurate for EdQe Orolna only, POOR QUALITY ORIGINAL MATCH SEE SHEET 0-1 FOR Mouc,o PLANS 0 I oro n ~ o!d ~ Pi~ffli 111T,R,o cvlC,11 ,LINS i►►hov.u. bift ASSOCIATED ENGINEERS, INC. lJII E. SHELBY STREET ONTARIO. CALIFORNIA 911•◄ LINE R1ell +oo V 0 D D O' O' a=·L --···-0 -------'f N ·' ,.._ ... ... ◄ I-VI L&J z -..J :I: u 1--◄ ::I UNDERDRAIN EDGE DRAIN AND PLAN SCALE1 1 • • 50' Ill ... .... I 0 I-w w :I: V\ w w V\ D-113 ◄ u .. Cl L-. U Ul N • 0 1-w w ::c V) w LLI V) _J ::c u 1-,c( 2 This pion 4 acct.rote for E...,. -v• Drains " ·,, only. 5 .. -;:.:::::::-~~;:: -.___ 0011\IJ. ---. ~-.. -::: .... -... ~ ·,I,'!. ,_ ' MATCH ;~----••• -RQ_U.T~--73 LINE SEE SHEET 0-115 '-' "· ' ' ' \ \ I \ \ 9 n • . '° r -I 0 .,_ w w ::c V) w LaJ V) l'i.Dil iJillllovll 01ft ASSOCIATED [ 3311 E, SH[l:INt[RS, INC OHUJIIO, ClllF STREU • OANIA t1H4 !. UNDERDRAIN EDGE ,ORA IN AND SCALE I '. PL AN • 50' 0-114 I \ ; ► II -> ; I > ~ w ◄ a u I&-u II.I "-► ~II ► II ◄i e d-lj g; .., a ~ ... ... I 0 I-w LI.I % VI I.a.I LI.I VI I.a.I z -_J % u I-◄ :I • .... ,_.. .,, ', .... __ ;_;,:..-":. ·-/.,. ...... ~· '>~.u ,f· . " •• ...... \. ·-~.. I I ~ , . ....._,.__··-.~··· ···-·l' l I, \ ~ fi,) \ \...., ...... ,...,_._/' .. i Thia pion occU""ote fer Edoe Drain• only, j '°" 11rn11UD l"l.lltS 0 1 , ,-... -I 0 1-w w % VI w w Vl 12 Oro ll l'i.Dis U►AovlL Dlft ASSOCIATED ENGINEERS, INC, ]lit E, SHELBY STREET ONTARIO, CALIFORNIA ttl14 POOR DUALITY ORIGINAL UNDERDRAIN AND • EDGE DRAIN PLAN SCALE1 1• • 50' D-115 a ► Ill II -> ~ r -~ ► "' ◄ a Cl I>. u uJ '► 011 ► ~0 II ◄w e ~-w u ~~ Ill uo i5 -I Cl ... l,J "' :r V) "' l,J V) __ o. -·,·,c,....._,,. Thia pion accurate for Edoe Drains only, It. I 9 SEE SHEET D-117 .,,,. •~11ocrn Pt aN~ " , , UNDERDRAIN AND EDGE DRAIN PLAN SCALE• t • • 50' D-116 I I I 0 "' ► Ill CD ... > 0 w ti ... ~ > ~ ◄ 0 Cl I&. u ..., '► 011 ► ~I • 0 .., ~ ... IS ~Ill .., u~ z u iE w ~ ·--I II: ... ; u w ... a u f ◄ u ... II) ... ; Q Ii •• , , .. This pion occ1.rote for<"Ettoe Drains only, 1.: .. _, __ ., /! / ;I / :'_,,,,,,,-· SEE SHEET D-116 MATCH LINE rOII R£0UC£D PLANS 0 -.. POOR DUALITY ORIGINAL a I 1, i;UUNI I "UUIL 12 Oro ll mR£D clvLNDIJi:IA ASSOCIATED ENGINEERS, INC, llll E, SHELBY STREET ONTARIO, CALIFORNIA 91164 D-117 Q ► I:( Ill > a Ill a: Ill -~ > Ill ◄ a:: Q Cl i.. u w ,► ~~ ► II j! Q Ill a-w: u ~~ Ill % UC u IC - This pion accurate for Edoe Drains only. 0 IS COUMTY ROUtl 12 Oro n ►LANS U►Novn blft ASSOCIAlED ENOIN££AS, INC, SStt £, SHELIY SlAEEl ONlAAIO, CALIFORNIA ttl14 POOR DUALITY ORIGINAL onsc1mro t-w l&J :s: en ... -:,,,-··· ... ----==-----i---T==-=::_:llASISIIZJ:iijJ=::_('l_"'.",,,::-:::::-:-:·/-~ rtt 1..,, .. ..., UNDERDRAIN AND EDGE DRAIN PLAN SCALE I 1 • • 50' en ..I :c u t- ~ 0-118 , __ ,.._ --I Q ,.,_ t:J ~ ft/ Cl) Thia plan accll'ote for EdQe Draine only, II ·• FOIi REOUCID PLANS 0 . o-11a LINE POOR DUALITY ORl61NAL l ···-·-·--◄ ····-····· a > . COUNTY ltCJUYI iii ».I APl"Movli. blft ASSOCIATED ENGINEERS, INC, ll1I E, SHELBY STREET ONTARIO, CALIFORNIA tll64 ~--..!rt == ,....,.f,,t,-.-:,r., == "=='"=• --BfU$T • UNDERDRAIN AND EDGE DRAIN PLAN SCALEI 1 • • 50' D-119 • 0 .., ► Ill m > ~ .., er > ~ II! ◄ 0 Cl i... u w ,► 0111 ► .., Ill .. a ◄1&1 0 s3 .., w: u-u ~Ill .., :c ul!: u II: • ~ t ~ w I&. a f J ◄ u ... co .- 10 Oi t-0 ....,.- WN :x: .- Vl '"' wt-WVl Vl POOR OUAt,ry ORl6JNAl 1ST COUNJ'f 12 Oro A.IHI U►llovh bltt ASSOCIAT[D £NGIN££RS. INC, lSII £, SHELBY STR[[T ONlARIO, CALIFORNIA t1Tl4 :.~_--_·-_-___ __::C::.)..:C~J:_..;;.t_:i-_c,.'J'-··_·-_·-_-_-_,,._,·~(~)'.....:(i:L·_··_·-_-·-~0::'.·-:__-_· ----I ~ ·-:: .. ~\:. ·~-·····-\;,.I···::-··•"'-'.. ...... _~_ •• ···--.: .. :.~ -~-~--:-------li..;:---~·1;;. ____ ~ -•·---~-:::.---£•.'..,.~ ~,-·-:______ .-.. _ · -·· ------7 • ........ :.· 2'.J. S ' .I 2 This pion accurate for Edge orolns only, ----·· ------. ---·-·--·-- ,.., C: 4 5 :·::,.•6 l I .,,;~._,.,···•9. ..-•·1220·· __ ... , , .. -l / 'v7. f"·-·· ,,..-----·~-,_/'rl----------------------------... -.. -.. --,.--1---------------------_-_-... -._---;r ___ ,.., ..,~-,,,,-,-... ,,-_,_..,_,..-----..... ---------~ UNDERDRAIN AND EDGE DRAIN PLAN SCALE I t • • 50' 0-120 ,. ~ II -,. ; "' IE -~ > ~ ◄ Q u 8 u ',. ~II ,. II ji a a-~ ~::I !i UQ u i I . •--t ~ "' ~ a ... f J ◄ u ... ROUTE Locat Ion Station ROUTE 13 1145+o0 1145 ♦ 35 1146+o0 1148+o0 1149 ♦80 I 150+o0 1156+o0•256+o0 BA2 1157 ♦50 I 159♦50 1161 +oo 1162 ♦ 00 1161+50..a61+so i.e-a 1169+o0 1171+o0 1111 +10 I I ll+o0 I I 15+o0 1116 ♦50 1119 ♦ 0 0 11 &0til I 192+25 73 MAINLINE-NORTHBOUND . 3 • P last le 3• Plastic Pipe «>c Pipe IEdQe Drain> IEdQe Drain Outlet I t•-h ·-0+-QLQ f,;:l8 L Ill L Median Outside Outlet Vent Cleanout Cl 8 «> +-L +- Shoulder Shoulder ~uE ILF I ILF I Type LF Type LF LF ILF I 35 D 0 .D 0 65 1 200 1 180 D 0 .D 0 20 . D 0 . 150 ' 1 200 1 150 D 0 ,0 0 100 0 0 . 1 -150 . 1 200 D 0 .o 0 10 n n .o 0 190 1 200 C 10 150 D 0 D i) 250 1 161 D 0 F 10 45 rnn 1trr,1trrn "' IN~ C 0 -L 00 C -111 ~8 Location Stat Ion Cl L 1-U ILF I ROUTE 73 1192+70 1194+o0 1196+o0 1198+o0 12oo+oo 1202 ♦ 25 1204 ♦ 55 1206+25 1208+o4 1208+39=208+39 1209+50 1210+75 1211 +oo 1211 +25 1211+75 Sheet Total POOR DUALITY ORl61NAL COUNTY ROUT[ FLANS l►,ROYAL DAT[ ASSOCIATED ENGINEERS, INC, 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 ROUTE 73 MAINLINE-NORTHBOUND 3• Plo&tlc 3 • PI as t I c PI pe Pipe IEdQe Dralnl IEdQe Drain Outlet> Median Outside Outlet Vent Cleanout Shoulder Shoulder ILF) ILF I Type LF Type LF LF D 0 D 0 130 1 200 I 200 C 53 200 1 225 1 230 D 20 170 1 179 D 30 J-2 D 0 1,, 1 125 D 0 D 0 25 D 0 D 0 25 D 0 D 0 50 1 C 63 D 0 1579 2749 F 10 15 D 50 UNDERDRAIN AND •c C t--h 0 ·-0+-QLQ -L ~ 0 Cl 00 _,e C •-WI Cl 8 Cl e3 +-L +-~L .=ut t-U ILFI CLF I • EDGE DRAIN QUANTITIES D-121 ------------------------------------------· ...... ROUTE 73 MAINLINE-SOUTHBOUND a ► Ill ID -> 0 "' "' a: Ill -~ > ~ ◄ 0 3• Plostlc 3• Plastlc Pipe GI C C IEdoe Drain Outletl b·-b 0 Pipe IEdoe Drolnl ·-0 +-'O I.. Q -I.. ~o ~ 00 Locat Ion Station C 1.."'1.. •-Ill Cleanout GI Ill GI EIII Median Outside Outlet Vent +-0 +-LO c'-c GI L Shoulder Shoulder -U-t'-U ILF I ILF I Type LF Type LF LF ILF I ILF I Cl m u 0 ROUTE 73 1145+-00 '-► DID ► w m 1-0 100 I 146+-00 I ◄Ill 0 ~3 "' w: u-u ~::: w :z: UC u 200 I 148+-00 A 61 200 I I 50+-00 1 200 1152+-00 1 114 1153+14 D 66 •--J a: .. I!! u ~ w I&. a . f Cl 161 1154+75 I 155 I 156+30 A 62 200 ◄ 1158+30 I u .. 200 1160+30 I 170 1162+00 D 61 1158+80 .C 15 185 1160+65 1 180 I 162+45 1 170 1164+15 D 0 D 0 10 1164+25 D 0 1167+-00a367+oO MB-3 I 200 1169+-00 I 200 ti 11 +-00 D 0 D 0 10 1171+10 D 0 D 0 t:,u 1 lll+-00 I 200 , Location Station : . ROUTE 73 1175+-00 T 11 n+oo . - 1179+-00 I 180+05 . 1192+75 , I 193+23 1194+90 1196+25 1198+00 1199+75 1201+65 . 1201+75 1204+80c304+60 UN-3 -- 1205+25 . 1205+50 1205+75 .. 1208+04 . 1210+-00 . . 1211+-00 Sheet Total POOR DUALITY ORIGINAL COUNIY ROUH Oro 13 jl( lNI lll►llcWll blfl ASSOCIATED ENGINEERS, INC, JJtt E, SHELBY STREET ONTARIO, CALIFORNIA ltll4 ROUTE 73 MAINLINE-SOUTHBOUND 3• Plostlc 3" Plostlc Pipe Pipe IEdoe Dralnl CEdoe Drain Outletl . Median Outside Outlet Vent Cleonout Shoulder Shoulder ILFl ILF l Type LF Type LF LF C 10 200 I 200 1 105 D 0 F 10 48 D 0 D 0 167 D 0 D 0 135 1 175 D 0 D 0 175 1 190 0 0 0 0 10 D 0 .. ~ 0 0 0 0 25 D 0 25 D 0 0 0 229 D 0 D 0 196 1 100 I A l'H u u 1700 lalo C 10 F -,r, D 121 r. I!, 17 • .. Cb o- -0+-"ai ~•u ~8~ Le -u- ILF I - UNDERDRAIN AND C 0 -a ~ -IO ea ~b CLF l - EDGE DRAIN QUANTITIES 0-122 ---------------:---:-----~-~~---:--------------~------,---- __ _;_J RAMPS :3 ► Ill 111 > 3• Plastic 0 t! "' Ill Pipe CEdoe Dralnl -· ~ > Vi! ◄ 0 Locat Ion Station Median Outside Shoulder Shoulder u a> CLF I CLF I u a RA._., BA-2 245+25 ,► am ► !cf II 0 "' il-"' u ~Ill "' u~ ~ 25 245+50 120 246+70 170 248+40 160 250+00 10 250+10 165 251+75 175 253+50 200 255+50 so 265+00•1156+00 NB Total 1075 RA._., BA-3 344+70 30 345+00 lS 345+75 150 341♦25 145 348+70 5 348+75 TOTAL -405 3• Plastic Pipe IEdoe Drain Outlet I Outlet Type D n D D D D D II ·• LF 0 5 5 0 0 0 0 Vent Cleonout Type LF LF ' 1 1 D 0 1 1 4 D 0 D 0 D 0 D 0 GI C b•-h ·-0 +-l:JLO lo~ LIO L I) Ill C> +-0 +-cLc _u_ CLF l 20 20 40 24 48 fOA ~EDUCED l'\.ANS C ·-0 -L go -111 ~3 Location Station C> L 1-U CLF I RAl,f> JR-◄ 492+85 49-4+05 497+95 -498+00 ... 500 ♦00 502+25 502 ♦50 502♦50 502+75 Total ¥1s+,s 4~e,t',!> 0 POOR O UAL ITY ORl61NAL RAMPS 3• Plastic Pipe CEdoe Drain> COUkn ROUll Ora n PLlNS il'►AOVAL 61ft ASSOCIATED ENGINEERS, 1111 E, SHELBY STREEJ ONTARIO, CALIFORNIA 91164 3• Plastic Pipe CEdoe Drain Outlet> •c C 1;--b 0 -Ot-l:JLO -L 1°8 20 •-IO E Ill i::i Cleonout Median Outside Outlet Vent +-0 +-LO cLc II L Shoulder Shoulder ILF I ILF I Type 120 . D 5 D 225 0 25 D D 25 600 D ,& 1'2~ _u_ LF Type LF LF ILFI D 0 0 0 1 0 D 0 0 0 D 0 0 D 0 I C 20 C 10 C 10 UNDERDRAIN AND EDGE DRAIN QUANTITIES 1-U C LF l 36 36 • D-123 . p1stl cOUNn I ROUH I ,o"T'il' .,ttlt\h F"Jif.1~\.<tW·, • POOR DUALITY 12 0ra I n I 2.J.T/25.5 1.?& I ~'-1 ORIGINAL. ~ ll.l~1~iltl:f -~ ""1: cl l 7wu -~~ ~--■.••~t ,CDil DlllllllviL 15ITI -1 ~1--n•u ·i 1} •~•N·ll:N •- ASSOCIATED ENGINEERS. INC. .r~II' CIV!l~,_ JJII E. SHELBY STREET ONTARIO• CALIFORNIA tll&4 RAMPS RAMPS a "' ·.,. Flastlc Pipe ► Ill 3" Plastic a, C 3" Plastic 3" Plastic Pipe •c Ill -C C > -IEdoe Drain Outlet I t--b ' IEdoe Drain Outlet, &·-b a .., Pipe IEdoe Dralnt ·-a+-0 Pipe CEdoe Drolnt -o .. 0 .., a: -oLa -1. . iaB -1. Ill ~o~ 00 ~o I!! Locot Ion Stat Ion C Location Station > ·-U) I. U) I. E u, ~---5 Ill ◄ Cleonout a, U) a, a: a t.4edlan outside outlet Vent .. 0 .. I. 0 t.4edlon Outside OUtlet Vent Cleonout .. a .. ~b ~: ., C I. C ., I. C L C Shoulder Shoulder -U-1-U Shoulder Shoulder C7> _u_ I~;; ;; . ILF t ILF I Type LF lype LF LF ILF I ILF t ILF t ILF t Type LF Type LF LF ILF t CLF t C> m ' u 0 C 10 RAMP ..S-3 RAt.4P ..S-1 144+80 346+80 C 10 24 ,► TO 350+85 D 0 f1111 ► 1-0 II 145+50 D 0 D 0 190 ◄W a 25 352+75 :ii\ .., I " 145+75 0 D 0 200 u-u D ~Ill .., u~ J: 50 354+75 I u 146+25 D 0 D 0 25 165 355+00 24 147+90 D 0 D 0 TT5 • a: 210 I 356+75 C 10 150+00 D 0 D 0 200 a: 210 358+75 I ~ ~ 152+10 C 10 125 t-u ~ 152+10 C 10 360+00 2'4 w I&. . a 40 75 . f " 152+50 D 0 D 0 360+75 I ◄ 50 200 u 1S3+00 D 0 D 0 362+75 D t- 0 D 0 200 , .. 155+00 1 363+00 D 0 175 363+00 D 0 156+75 0 0 0 0 25 125 363+25 0 0 0 0 158+00 0 0 D 0 l._ 35 364+00 D 0 D 0 158+35 D 0 D 0 95 20 364+95 C 10 158+55 0 0 D 0 205 20 367+00=1167+00 SB 158+75 0 0 Total 1615 C 30 Total 730 665 C 20 C 10 I D 0 0 0 4 48 24 n n n n .. .. ~ -RAMP ..S-2 196+70 F 10 I-◄ 200 t-;~~~ 198+70 1 ,· .. ··\ - u 200 ''.ig; 200+70 1 u ◄ 195 202+65 D 0 UNDERDRAIN AND I Total 595 D 0 F 10 2 EDGE DRAIN QUANTITIES 0-124 ----.,.r ... ,, .. _.., .,., 1,,.,. . . . . I I -·--DIS'lj CDUttn I AOUT[ I ,o',,'1l' ,.'Ab':.U, -Js"Jt,~t\i~ POOR DUALITY 12 Oro I 73 I 2].l/25.5 23(/ I SW/ ORIGINAL ~0"2,~tfff .. ,11 -~ ~ ... ~ rLINI x;;,"ijvAL fiATt I~~•--=~;,. ~l. ASSOCIATED ENGINEERS, INC. .r...: CIVIL ,_ · ••. : ; .. ' 3311 E. SHELBY STREET ~If 0, tlL t~ •. :· ONTARIO. CALIFORNIA 91164 - RAMPS RAMPS a ► "' 3• Plostlc 3• Plostlc Pipe •c 3• Plostlc 3• Plostlc Pipe ti C II -C C a > IEdoe Drain Outlet I t;--b IEdoe Drain Outlet I l;--b Ir Pipe IEdoe Drolnl ·-o.., 0 Pipe IEdoe Drolnl -o.., 0 '0 L Q -L '0 L Q 0~ "' rO 8 00 rO 8 -I!! Locat Ion Station C Location Station C > L '°L -II) . ". •-Ill i ◄ ti Ill ti f8 E 111 0 Median Outside Outlet Vent Cleonout ... o.., Median Outside Outlet Vent Cleonout ... 8.., LO i::; :; cLc ti L cLc ti L Shoulder Shoulder _u_ 1-U Shoulder Shoulder _u_ 1-U ~~ ~ ILFI llf I Type Lf Type LF LF I Lf I ILF I ILF I ILF I Type Lf Type Lf lf ILFI ILFI u m u 0 445+60 -RAMP MB-4 RAt.f> MB-8 862+50 D 0 ,► 90 862+50 D 0 ell ► II 446+50 25 ◄i 0 150 1 862+75 D 0 D 0 LIi a-is 448+00 D 0 D 0 125 ~; LIi :a: 25 864+-00 1 u 448+25 D 0 D 0 175 25 865+15 D 0 D 0 448+50 D 0 D 0 175 e: 200 867+50=1167+50 NB I 450+50 C 10 36 II: 200 Total 670 995 C 20 C 20 4 12 36 ~ 452+50 1 D 0 D 0 t rJ 200 w ~ i 454+50 1 u 90 ◄ 455+40 C 10 u .. y ....... 980 C 10 C 10 3 36 D 0 D 0 RAMP MB-8 842+38 C 10 36 850+85 C 10 165 852+50 1 200 854+50 1 . 150 856+00 36 25 856+25 D 0 D 0 ! 75 -851+00 D 0 D 0 .... ◄ 55 .... I ~~ 851+55 C 10 851+55 C 10 Ii 245 860+00 1 36 • 225 862+25 D 0 D 0 UNDERDRAIN AND 25 EDGE DRAIN QUANTITIES D-125 r ,, r. _, H1~nn.,n "1rt11 rvv1• "11 M'Y\♦ I tv '\A t0«1nl ,, . •h♦ FDA R[lllJC[D PLANS 0 I 1 ) I I >-al a w Ill -> I! C) u '->-:3a1 !;fl a~ ~::: ua ◄ u .. a 1,1 -> .., a: ~ Location ◄ a m 0 RA..., UN-3 >-al a w "' u .., % u ' RAMPS 3" Plastlc Pipe IEdoe Dralnl Station Median Outside Shoulder Shoulder ILF I ILFI 292+85 115 294+00 100 295+00 25 295+25 25 295+50 27 295+77 296+00 25 296+25 200 298+25 200 300+25 125 JOl+SO :,01 ~so 165 . 303+15 1 ◄5 304~0ml204+80 SB Total 292 860 3" Plastlc Pipe GI C C IEdoe Drain Outlet I b·-b 0 ·-0+-uLo -L ~o~ 00 C i ::ii _.,, Cleonout E Ill Outlet Vent +-0 +-ie cLc -u-1-U Type LF Type LF LF ILf I ILF I D 0 D 0 D 0 D n n n n 0 D 0 D 0 n 0 D 0 D 0 1 1 C 20 C 20 I D 0 D 0 C AO 3 POOR O UAL ITY ORIGINAL . RAt.f>S 3• Plastic ; Pipe IEdoe Drain) I Location Station Median Outside Shouldef"' Shouldet"' I LF I ILF I • RA..., UN-US 884+35 . 70 885+05 885+05 20 885+25 20 885+<15 175 I 887+20 Total 285 RAMP J-2 200+50 200 202-t-50 200 204+50 200 206+50 189 208+39 Total 789 ~ IS COUNJT ROUTl 12 Oro n PLINS u,Aovll blfl lSSOCllT[O [NOIN£[RS, INC. llll E. SH[LBY STREET ONTARIO. ClllfORNll 11114 3• Plastic Pipe .IEdoe Drain Outlet) . ec t;.-b -0+- Outlet Vent Cleanout i~! ~8~ _b!: Type LF Type LF LF ILF I F 15 D 0 n n n 0 0 0 n n n n D 0 D 0 D 0 F 15 C 10 I I I D 0 D 0 C 10 3 UNDERDRAIN AND C 0 -~ ! -• C! i-b ILF I EDGE DRAIN QUANTITIES D-126 e ► Ill Ill -> e w Ill -~ > Location :;! ◄ 0 u ~ u , ► ROOT£ 73 NORTHBOUND ~ll ► ID ~, 0 w u-IS ;i"' w u~ ~ ROUTE 7l SOOTHBOUND RAMP BA-2 RAMP BA-3 RAMP JR-• RAMP MB-1 RAMP MB-2 RAMP MB-3 RAMP MB-4 EDGE DRAIN QUANTITY SUMMARY 3 • Plost le 3• Plastic Pipe t) C IEdoe Drain Outlet I t--b Pipe IEdoe Drolnl •-D+-'D L Q ~08 L Ill L Cleonout t) Ill t) Median Outside Outlet Vent +-Ot-cLc Shoulder Shoulder ILF I C LF I 1579 2749 1100 3370 -1075 -405 600 730 665 -595 -1615 980 - Type C D A C D D D D C D D C n C 0 II ·• LF 63 50 123 10 127 0 0 0 20 0 0 30 0 10 n _u_ Type LF LF ILF I IS - D 0 F 10 C 15 17 - D 0 ~ ,o 4 40 D 0 -48 D 0 C 20 1 - D 0 C 10 1 - D 0 2 - F 10 4 48 D 0 C 10 3 36 D 0 fOA REDUCED PLANS C -D -L DO C -Ill E Ill LO • L 1-U ILF I - - - - 36 - - 24 - 0 ..... -... ·-------------·····--·-· Locot Ion RAMP MB-8 RAt.f> UN-3 RAMP UN-US RAMP J-2 Project Total Locat Ion WEST MAINTENANCE ROAD Total POOR DUALITY ORl61NAL >' , •. llUNll ft0Ul£ 12 Oro ll l'i.ANS APPROVAL DAfl ASSOCIATED ENGINEERS, INC, llll E, SHELBY STREET ONTARIO, CALIFORNIA 91164 EDGE DRAIN QUANTITY SUMMARY 3• Plastic 3• Plastic Pipe • t=b Pipe IEdoe Dralnl IEdoe Drain Outlet I ·-0+- 'Df c5 2 .,e Median Outside Outlet Vent Cleonout .. 3: cLc Shoulder Shoulder _u_ ILF I ILF I Type LF Type LF LF ILFI 670 995 C 20 C 20 4 72 D 0 D 0 29' 860 D 0 D 0 3 - C 40 -285 D 0 D 0 -- F 15 .. -789 D 0 C 10 3 ·-. A 123 ST 244 C 153 C 125 D 177 D 0 F 55 ·,, UNDERDRAIN QUANTITIES 6 • Perforated Terminal Station Plastic Pipe Riser ILF I ILF I 42+98 2 18 43+1 I 94 44 +-03 2 112 4 UNDERDRAIN AND EDGE DRAIN QUANTITIES C 0 -L DO C -'° E3 •L 1-U ILF I, 36 - - - 96 f D-127 r 11 , n~,-•"' ,.. ~ m > I "' 0: "' ... r ◄ a • • .. ... "' .,. ◄' ' • • .. 0 ◄ • , ' Elrii ► ~; m El a_ "' u ~::: ~ ua u •i •-: 0: :J w .. .. ~ u ~ .... . f 0 ◄ u I- • CONB CMS IRWD IWLO MCWD MWD ABBREV I A Tl Pl:fS 1 CITY OF NEwPORT BEACH 3300 NEWPORT BLVD NEWPORT BEACH. CA 92658-8915 TEL1 17141 644-3311 COSTA MESA SANITARY DISTRICT 77 FAIR OR COSTA MESA. CA 92626 TEL1 17141 754-5043 IRVINE RANCH WATER DISTRICT 18002 BARDEEN AVE IRVINE. CA 92715 453-5300 TELi I 714 I INTEGRATED WASTE MANAGEMENT DEPARTMENT 320 NORTH FLOWER. SUITE 400 SANTA ANA. CA 92703 TELi 17141 834-4000 MESA CONSOLIDATED WATER DISTRICT 1965 PLACENTIA AVE COSTA MESA. CA 92627 TELi 17141 631-1291 METROPOLITAN WATER DISTRICT 1111 SUNSET BLVD LOS ANGELES. CA 90054 TELi 12131 250-6597 PACBELL SAHW SCE SCG TMCT PACIFIC BELL TELEPHONE 1452 EDINGER AVE. ROOM 1331 TUSTIN. CA 92680 TEL1 17141 259-4475 SANTA ANA HEIGHTS WATER COMPANY 1122 SE BRISTOL SANTA ANA. CA 92707 TEL1 17141 545-1060 SOUTHERN CALIFORNIA EDISON 500 NORTH STATE COLLEG~ BLVD ORANGE. CA 92668 TEL1 17141 939-4732 SOUTHERN CALIFORNIA GAS COMPANY 1919 STATE COLLEGE BLVD ANAHEIM, CA 92803 TEL1 17141 634-3262 TIMES MIRROR CABLE TELEVISION IOBAI DIMENSION CABLE 27721-B LA PAZ RO LAGUNA NIGUEL• CA 92656 TELi 17141 831-7018 POOR OUALITY ORIGINAL LE<iEl:fD1 ---E--- ---G---- ---s----- ---T--- ----TV-·- --•--- 12 Oro l3 SllMD CIVI. [HC»C[II Pl.AMS APPROVAL DAT[ VAN DELL AND ASSOCIATES. I 17801 CARTWRIGHT ROAD IRVINE. CALIFORNIA 92714 Electric Gos Sewer Telephone Televlelon Water F-G1'•1b LEGEND AND. ' I ABBREVIATIONS SCALES 1 • • 50' UA-1 • ► II i ~ I ' fl&; ~, ~~ ◄ u ... i ~ "' ... ◄ 0 i ' .. I " ► ., fl IS ~ POOR O UAL IH ORISIMAL .~\ •>· ·./) . // . . ' ,J. -: ,· PocBel I .· \ te xlstlno \ ucts • . ....--"<· 1'MP 81'-3 = COUNTY ROUTE Oro T] 07 l SCE , ~~~:.t:_·_ . : :•; J.s t I no. 1 Aer I flt > 1'2. \ • •• \,,··. . <. ':' __ :_'_··. )·· ..... 6-'..~V. & COITTT1Jnlcotlqns I e 'tQ be Re I ocated (·, '<::: :"'·_;:;.::··,.-,..._, p1111',II\', \ , • .J - _. ~):i~:: MA~t:THUR I e.1-vo ft ) 1 / • • • • •• • • .e .: .. •.' .... • . '-:: • • I 0 I M\VO 13002 I MCWO • .. . . ·, • • .,;,-.1:!copoSftd Re I ocat I Proposed Re I ocat I on :. ~ • .. • • ,, /_ 8~~~l~er:~ ~~ • Wat~r 'By ot~ers) 42 • ,water "':,:·• I •• •• •··· • .. _/ I --- \ j:\( <;,' ;•-,.~ .. . . . -..... '.-'. • . • .-.-::-: :~-~-~ . r . • ,,r .'.1 .... ·,... •.'}• ><lstll"i ·v 4 --• :,«· .... , !.~ } , ....... -.. :-:-.·.-==·-~-Jrr--·· ·R•· : e Ex I 6 ... -·· • ·-.,.::·12 12'xJO.'. C a, IO t:1•111.• c( 1- V'I ' ,., I => 1- UJ UJ :r VI UJ UJ V'I ______ ..... ~ ~ -~1i1•i,!:l,llt,\,:.L\-~ . -~-::-._-~:~.~~-:-~~·::~~~]f :~·iifuu&1iE;~::1i.3~L~, 1N~,-E;· ::==?s¥~~~~t~~~<1---..a--rs ~ ........ ~~76~~-.:::1-J.";;=..:....:::~.:.dr2...2f " < 3002 l MCW0 I 30061 IRWO I 3005 l PocBe I I ,,' Relocate E><lstlno 24" water Proe>osed elocgtlon By Others 24-4 Ducts • ocatlon By era ◄" water UTILITY PLAN SCALE: 1 " • 50' This pion accurate for Utilities only, U-1 FOft R[OUC[D ~LAHS 0 • ,. II I • ... • ◄' • ' ' ~ ◄ a ~ ◄ u ... ,. II i el D ; > ~ "' I-◄ D • ,. ' • ~ " ,. II s tS ~ POOR DUALITY ORIGINAL Bock PM 23 Ahead •7 = --1. -~I>-~ ·s;l• ~- Thls-plon,o cu-ate · for-Ut I I It I es only. n DIST COUNTY 12 Oro ... ' :!, ... w w :r V) w w V) UTILITY PLAN SCALE1 1 • • 50, U-2 • • -~ 1 IH j J. -I ::, ~~-~=~:--~~~ ~ -~ I ]00 l RWO R•Locot• [,c atlno 24 later C t,1 ,& . - osed Re ClCO P> • ·,,o • thera 42 Wot , ~s • so.- .... ,r, ~:ca~~~~tl~:-...... ·1-jr,P.~~~1~1u;~~ • II •I C 1005 I PocBe I I R•IC?'cot• E,c at no 41-4 Oucta l POOR DUALITY ORIGINAL 12 oro n TIIIIO CJVI. IHGMP PL.utl Al't'IIOV AL DUI AN DELL AND ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINl, CALIFORNIA tll14 )( a I MWO 1300]) MWO R•Locote E,clatlno l6 later UTILITY SCALEt 1• w w V'I • PLAN • 50' U-3 J •:L-::!-L--------------------------------------:~~-~"•~n .. ouc»i.~!~~~~~~&l&lfld·~---~-,-,r-_--0~,--""7---=~---:f-----------------------rC-ll_l_2]_]_2 _______ £_A_I_0_25_4_0 _____ _./_ Thia pion oocu-ote for Utllltlea only. ► i .. i r "' ... .W ◄ a ... I ◄ ' • • I I II ' s~ ► • ~I ~ ~~ ~ a: ~ ... ~ u i a.. . u ~ ... N I ::> .... w w :c V\ w w 1/) 132561 SCE I 3220 I PacBe I I Existing IAbandonedl Underoround Cob I e I 3005 I PocBe I I Relocate Existing ◄8-4 • Ducts Exlattn Vault to be Removed POOR O UAL ITY ORIGINAL at no SEE SHEET U-3 \ DIST Ceut1'f IIOUfl 12 0.-a VAN DELL ANO ASSOCIATES. 11101 CAR1WAIGH1 ROAD IRYINEo CALIFORNIA 11114 LINE ----~ •-. -'>-.c.r.::-~ .... .. -......: --~- ··---~ .... qi .... __ ..._ ~ .. ::·:.~==-:::::~---. ,::.:::-· .::::.::..-:. - ,~." .-..:..-:-~:-<:,' ··-...... : -,~ . ·-... ':';-.. -..... _ ··---.. _·. • ..... _ l1ope Easement ~ :ti&. I 0 11'1 ,_ . •• ~ Thia plan occ:ur-ote for Utilities only. POii R[DUC[D P'\.AMS 0 a 'f ::, t-uJ uJ ::J: "' w "" II\ "" z ...J ::J: u t-~ UTILITY PLAN SCAL[I 1 • • 50' U-4 r, 101~◄0 • •- • ,. i II I :;! "' ... 1'! ◄ Q l I w ' a~ ,. II ~! ~ ~~ ~ I 1 D: i ~ .. jg u i II. . u ~ .. ~ I :::, t-w w :c V, w w "' ---·•--·-\JJ r--"'-----'· ... •· z .<c-_...t:.._ _, :c u ... J I I---- / I ,·; --, .. ., ·• ~ +N•2183000,E-60l1500 131581 SCE elocote x 12 KV Line Coble '~-.::-:~·: -tio·o .. 1 -1 ,{,.,_·-~:-Jls _ _ ~,J~t,;~ K --...::,,,_:::::~-=-:.::"· • ~-~--RclUTE~ MATCH 7 e LIN SEE SHEET U-6 13004 I RWD 13007) SCE xlst 1,0 IAerlol > 66 KV line to be Relocated Relocate Exlstlno 27" Sewer 13004 I IRWO Proposed Relocation By Others 27" Sewer 109+49.99 -40.84 Rt• Of University Or South Top Elev= 23.14 !Rock Cover) 130991 SCG • Exlstlno 16" HIOh Pressure Line f.. t>M4 • ~1'~ •CD~• ~ab 13158) SCE• Proposed Relocotlon By Others I Condu It I 12 KV LI ne & C00111.Jnlcotlons Coble l'\.ANS APPROVAL OAT[ VAN DELL AND ASSOCIATES, INC 11801 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92114 130071 SCE Exlstlno IAerlol I 66 KV Line I To Remolnl 107+43.71 -78.44' Lt• of University Or South Top Elev s 23.45' POOR DUALITY ORl61HAL N=2184000,E"'60l1000 +r-1 ::::> 131581 SCE• Proposed Relocation By Others I Condu It I 12 KV L I ne & Comrunlcotlons Coble 108+47.25 -81.13' Lt• of University Dr South Top Elev• ±22.7' F-GT·1 l, TYP, F•C:DM4• SI 130991 SCG x st no IAbondonedl Htoh Pressure Line UTILITY PLAN SCALE 1 1" = 50' U-5 Thie pion accurate for Utilities only. -.. -·-······-----------------------------------------7.,,0R:;-;R:;:[:;;OUC:-,;:.£;:;'D"';PL~AN::;S-----::-O----:~---=--------------.;__----- - - - - - - - - , ; . . . - - - - - - - - - , . - - - - - - - - - _ J ► m s \!! > .., 0:: ' ' s~ ~! ~Ill ◄W uo ◄ u .. V s I !a ::, > f I-w .., w .. :c ◄ Vl 0 .. w ,,. w ' .. Vl l 'It ► m 0 w "' u "' :r u 4 1- Vl 131581 SCE 130991 SCG • elocoted 16 Pressure Line -r---, ----' ---,· . ·- I --,..---✓--, . / ..... ,, . H ./ • f > .. , , . I ~~,..=~<_..::;~.;;...,-~~~ • ~ I • \ . . •• 1 I 3+99 .l9' -!;~j: 34. Rt • _ wf'=":":';~~~ z -=~~~ ...J :c u 1-4 I ::,; Slope -------~-~- ..... ,_-::-:;;,_ -:--"' f ):/ . ' ~£~ ?~/ I --- ,,, '.__ -·~/\\~\\~ .,, . : I i,; ..-:; • : ) -., . . / --~--// • I :,' (~~:. ,/ :.· I \~ I .·.•./~I I \ 'i-111 ';.-, ,·•3006 i I R'wb • ·;_ .• 1.: l '· _ _-: •. Exlstlno 24• I\ \, ; ~., '· \ \ C -. -('' --l• 1 •••.. -.lr'l!.lotJ~l.-,,l-~~~TT='~"'(_ ' . . • ;.,, • I 35•.'•. -E~072O00t._ i· '.;'<' .. .. .., .............__ . ·, • .... , , 4~ ~ 1J ·. "-~--'. , .... ~ I ,..._, . '-~ ,., ~--.. ~005 l Pace • E~st lno 48 ~ ~~ ~'. "":; ----: •. ~ ':·... . • -·-·- • \ • 't~:......_· •• "' :--·-t~J •• .. , \\P''\•' ---~··· ,,,11\•_I • .• I....:..-~,., ,-_i:1-~. • .......... '\~~ .:-~-• . ...... , •..• . s I ope -E ~s > • : • s . • -...:......;,_ ::,· C • -I ~--?' £ ,:-, : . • ·~t2~.-:. _ • •• ·< . . . . ·.. L..:: ~~~ :~), "· r,~. t'2~ -:· ..... :-~--··: ... - ) . Of Unlversl'ty Dr South Top Elev = 16. 61. 13004 l .\ ... Exlstlii Ease n 2 131601 IRWO Exlstlno IAbondonedl 8 • Sewer GIS tlRlO CIVIL [NCIN[lll PLANS Al'f'ROYAL DAtl VAN DELL ANO ASSOCIATES, 17801 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92714 POOR DUALITY ORIGINAL 130991 SCG x st no I bondona Hloh Pressure Line I 3108 l IRWO st no !Abandoned Water · Exist In Vault I 3158 l SCE Proposed Relocotlon By Others 12 KV Lina & Connunlcotlons Cobia I 3159 l PocBel I Exlstlno IAbondonadl Telephone Conduit no lCondultl 12 KV Lina & !cations Cobia To Remain F' •eo-me,, ... s~ UTILITY PLAN SCALES t • • 50' Thia pion accurate for Utllltlas only. U-6 r,, ,..,.,.,.., ► I ID i ..., a: ..., ... Kl ◄ Q • ◄~ ' .... I I " ' a1ii 1ii ~I I ~l!I ; 11'1 ◄ I •-~ Cl: :) :I ~ ,_ .. ~ l.&J u !# i "" . V) " l.&J ~ l.&J .. V) • ,_ 13()99) SSG_,_.;:-.-"-.:---_:--__,_, --·_ • Ex I st I no I Abandoned l 1 2 ~ . •• ·HI Oh Pressur~ .LI ne • 9 LINE SEE SHEET U-8 Exlstlno 12 KV Fee To 0 By Others ,011 AEDUCCD PLANS 0 ' 1 ' I 114 r n 12 Oro 13 2].T/25.5 OIST[A[D CIVI. [NGH'.[11 l'\.ANS APPROVAL DAT[ YAN DELL AHO ASSOCIATES, INC .. UNIVERSITY !Future -by Others) This pion accurate for Utllltles only. 17101 CARTWRIGHT ROAD .... s: 0 POOR DUALITY ORl61NAL Exlstln 79• SD ucts UTILITY PLAN SCALE: 1 " = 50' U-7 >-II i r • I ' s~ ~i ~~ • i ~ l&I ... ~ a 1, ' .. l Ill >-GI s ~ U) I .:, 131591 PocBel I Exlatlno IAbondonedl Telephone Conduit I 3160 I IRWD Exlstlno IAbondonedl 8 • Sewer I 3223 I PocBe I I Exlstlno 16-4 Ducts Protect In Place SEE SHEET U-7 MATCH LINE rr-. nrnuf""rn -. •"'" POOR DUALITY ORIGINAL DIST COUNTY IIDUTl 12 Oro Jl QIST[R[D C1V1. lNGIN[lJI PUNS APPROVAL DATl AN DELL AHO ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92114 C: \ _. 0 SCALE I 1 • • 50' Thie plan accurate for Utllltlea only. U-8 • I ! •-J « ~ \j ~ i ... . " 3 .. • 130031 MWD Exlattno 36• Water 130021 MCWO Extatlno 42• Water ~ "> 130071 SCE Exlsttno 4• Underoround i~gf~donedl '°" MOUCID f'I.AHS "",,. .. ,,. ,,.., r t« •• .,,.,, ... 0 ' I I 130991 SCG • Exlatln IR HI h O elocotedl O Pressure Line 0 16 Wo 130011 SC POOR DUALITY ORIGINAL latlno Various Water Thia pion accurate for 12 Oro 130021 MCWD Exlatlno 42 Water 130031 MWO Exlatlno 36• Water Ut I I It I es on I y. Tl 23.l/25.5 13001 I SCG x at no 131401 SCE ex st no _ ondult OS UTILITY PLAN SCALES 1 • • SO' U-9 ► j Ill ~ er .., > ... ~ ◄ 0 • I '► ► ~ID ID ◄1 s a IS ~ ... ~ UC • ucts '°" Rt:DUC[O l'\.~H~ 0 13241 l IRWO ExlstlnO 16 I 3001 l SCG Exlstlno 8 J ' POOR DUALITY ORIGINAL f'II PARI\ ING RCIS1l111€0 PLANS APPROVAL DAIi VAN DELL ANO ASSOCIATES. 171101 CARTWRIGHT ROAD IRVINE. CALIFORNIA tZlt4 UC S oua Wo er X UTILITY ~ 5 L 0 ~N SCAL[I t • Thia pion accurate for Utllltlea only. U-10 r.11 l?H? FA IO?'i40 :s:n u I-~ • ( 3238 l IRWD ► i .. I f ~ ~ ◄ a • ◄~ f "' "' I I w ' • ~~ ► ID ai w g~ ~ • OIRT l ~ 1: s~ 6 >(/ r· ~!~o~ il~1; 1: ~ ~)~,~".a . - ·t 1w ,.,t 9 ; I tll I ./ n. ', •.. I ' ii / f s,. e ·, , .,_. JI :l-f' ~· c=-;;r:--:-, • Jl' --l;iil1 ~:f~l~J I z , . :J ._l' I I .,,,,,.,.,.,.,.-., --.._ --_;f~t=~~__,·-: ~ ?,l Q _ _ " = ----- -------- --~ -~l-ROUTE-7 ~ a --- POOR OUAltTY ORl61NAL •. C --------------------=------------------ JU. 5 --JO.a- ,0111 IIIDUCED PLANS 0 t '· ~ -... --- --~ ·-IT.◄ ---:n:5 --- This pion occu--ot• for Utllltlea only. I ' l] QIS TEMD CIVI. [NGN:tll PUNS APPIIOVAL DAT[ AN DELL AND ASSOCIATES. 11801 CARTWRIGHT ROAD IRVINE• CALIFORNIA 92114 ------------------------ ? 3].'.'.) --3 --_..---.---• ..J UTILITY PLAN SCALE: 1" • 50' U-11 Goa N ~ I ::, w w 1/'1 ► ! Ill i "' ... ll! ◄ 0 • ◄f f .... I I " ' ~t ► Ill ii a i ~~ • 0 'f ~ N N -◄ I-"' ,. JI I 32-43 I PocBel I Existing 9• Ouots d· Exletln Vault•}_... II . ...,, So 3 Gos -·-·-·· POOR DUALITY ORIGINAL n CIS Tllll:D CIYI. lMCIHUII PUNS APl'tlDVAL DUI YAN DELL AND ASSOCIATES, 11101 CARTWRIGHT ROAD IRYIN£, CALIFORNIA t2lt4 ~ . I -. ----.:_:__ ----' ____ :::::;=..~ .-. \-n - I \l.]~:q:~~:;::;;;:_o::;t:;:f}=r_:-:::._=·-=-~i~~ijtJ~ij-6;:-~~{!_____ -_c.e ---~---=-==:i:::: __ '\..,,,=,..,=....,'::::. ... =~~,]J;:;=:.::::::::::=========;;;;j I._ __ _ ~-----= = = = ===-=-==-=-=-=-"?"---'· ·---------··-------~7--~ ;;;;_::;;:..::;;;;_;;;:·_3;= -}2,6 ------=...._:-h------------11 I 1 1------- CI Ro~_,._~-~---~~-~~------~~ -~-~ ~-~~! ~--~~~-~---~----_!!_W.Y __ _=: __ 34 _·_-4_. ·=--~!--=:~~ -~~----~----~~~ _-_ ~~-_1_-_'.5~1_-__ 11_'_~ _-_ -----=--_-_---=-~--~_:~~AS~ __ -_ J.C_ -;2=__ ---~---_ ,;> -----:JtSP.-_.,.e-311.L:: ____ 1 1 ~: 1t !r _1 1 .... _-.-... _-_-__ _ :)2. 4 ---------w• ----32.£ OIRl l:1:1 ~ I ' ::, .... l&I l&I % Ill l&I l&I VI CORON w z -·------·-· - '-,.' '~:2181500,E-=6069000 ,.,/ '" -ROUTE---73------DIF'< u 12:SO 2 ~----...r~---·-·--······-·····~::-_~-::-:-. _________ --·--·---··-------·------...._ ---,,J.. -:--=:rr.~_-=.-e_ ltf-~ --- ---:.:::4 --• --5 ----=---· · : : -Ju..1. I - CONB ous Wo er Light Conduit FOIi MOUC[D P\.ANS , ' -----0. -_ -1~~ -------• - -~-=-==-=~-~::--'="=-=-=-- s __:. -4 ~--:-a;::..:..=.-.=.- 51.1 Thia pl,:,n occur-ate for Utl t lttea only, 1--- 1 I-----1 l~ I 51.4 lt- UTILITY PLAN SCALE• t• • 50' U-12 • • FOIi AlOUC -.... !~ PLANS ,. ., .. , .......... ... 0 I z I , I POOR Q UAL Ill ORl61NAL BEG 8 IS N~A~~TG~...,J....,...~-J Thia pl on accurate for Utllltles only. "UUIL n ~-~ ~T[A[O CIVI. E [II ~ 3005 l PocBe I I reposed R by Others ;~~~tlon Ducts w w Vl ··'! UTILITY PLAN SCALE1 1 • • 50' U-13 f;l ► !!! CD > e l&I II: Ill l&I s: I- l&I ◄ II: 0 • • /II ' • J: I • " ' O ► ► WIii CD ... 0 ◄~ 0 l&I a~ M: u ~~ l&I :c uo u II: •1 II: 2 w ... .. ~ u i IA. u ◄ u I- • • 132561 SCE eloco e x s IAerlol I 66 KV ~ ... I ::> t-w w X Vl lJ..I w Vl 13006 l IRWO ct t- Vl lJ..I z _. X u t-ct ~ '\, r.:-,· ._. ·- POOR O UAL ITY ORIGINAL :!, ... .. ---~--· -·<-> . ( _,,,/ " DIST COUNTY IIOUTl 12 Oro n CIS llR[D CIVll. [NOINtlll P\.lNS APPROVAL DATI YAN DELL AND ASSOCIATES• 17801 CARTWRIGHT ROAD IRVINE• CALIFORNIA t2114 UTILITY PLAN SCALEI 1 • • 50' U-14 I D ::M-CM.lNCINElll • • a: \1 ◄ •-! a: :J ~ ... ~ u ; I&. u· ◄ u ... • UTILITY PLAN SCALE• 1 • • • 50' This pl on occurot e for Utilities only. U-15 rna arn1 trrn Pt IN"!' II: a: ., l&.I ... ... ~ ~ ~ f d ◄ u ... z 0 -1-<t l-a: a: Ill cow • .. a. a ..... '.':,.· u,-u • ,. ~i§ u <t \\\. ' \\ \ \ ~ (,,, POOR OUALITl ORIGINAL ,P,() ~ .,\ .,.._,{ ~ ' MAINTAIN TRAFFIC 1. Maintain Two Vehicle Lones on SB Route 73. 2. Maintain Three Vehicle Lones on NB Route 73. 3. Maintain Exist Three Vehicle Lones In Each Direction on MacArthur Blvd. ◄• Maintain Two Vehicle Lones In Each Direction on Newport coast Or. 5. Close Bike Lones on Newport Coast Or from Son Joaquin HIiis Rd to MacArthur Blvd. Convert Exist Striped Bike Lones to Sloned Bike Route. Remove Bike Lone Slons and Morklnos. CONSTRUCTION NOTES 1. Remove All Confllctlno Stripes and Morklnos by Abrasive Blast Cleonlno. Remove All Confllctlno Slons. (All Sheets) 2. Te111>orory Rolllno (Type Kl Shown on the Plans la Required Only Where Needed to Meet the Requirements of the Generol Speclol Provisions or Standard Specifications Unless Indicated Otherwise on the Plans CAIi Sheets!. 3. The Contractor Moy, at His Option, Substitute Raised Pavement Morkera In Place of the Te111>orory Pavement Oellneotlon Shown on These Plans. Raised Markers for Lone L Ines Sho·11 Fol low the Some Pattern as Specified for the Pointed Lines ISee Coltrons Standard Plans A20A, B, C and 01. For Edoellnes the Appropriate Color !White or Yellow! Reflective Raised Markers Sholl be Installed at 2 ◄ Foot Spoclno with o Mlnlm.Jffl of ◄ Non-Reflective Raised Markers of the Some Color Evenly Spaced Between The Reflective Markers. ◄• Point Moy be used for Te111>orory Strlplno on Concrete Pavements. • . \ (\ >-.. ,... ,.. ' =~-·f~\ ··: ... :~:-~•=:~i~~-\. • <\\_,."-::\_ • :. " f". (:"T• e, 0 Const NB Route 73 Mainline ISto 1111+50 tQ Sta 1198+-00l 0 Const SB Route 73 Molnllne I Sta 1166+00 t~ Sta 1180+-00l (D Const Wldenlno of Exist MacArthlr Blvd South of Bison Ave. 0 Const Reolloned MacArthur Blvd !From Exist MacArthur Blvd to Sta 182+021 0 Const ROl11) MB-1 0 Const ROl11) MB-3 (MacArthur Blvd to Sta 353+001 @ Const Ro111> BA-2 @ Const co UN-US @ Const Ro111> U-2A @ Const Ro111> U-2B @const Te111> Wldenlno of Newport Coast or. This t.l.lst be C0111)1eted Prior to The Start of Const of the MacArthur Blvd Brldoe Piers. @const Rouoh Grodlno ~ Const Re-Alloned MacArthur ~ ISto 17◄+-00 to Sta 182+021 Blvd'tO Join Exist MocArthl..r Blvd In Three Phases. @ Const Wldenlno of MacArthur Blvd/University Or oc. Const Abutment 1 West Side Retrofit @ Const Widening of Exist Route 1; Ctn Median Only -Sta to Sta 1239+◄ NB and Sta 1211+p0 to Sta 1230+00 SBI @ Const Te111> Roadway In the Medlon of Exist Route 73 ~ Const Te111> Pvmt COl'Y'lectlno Re-Alloned MacArthur Blvd ~ to Exist MacArthur Blvd @ Const Abutment 1 East SI de Retr·of It DETOUR TRAFFIC 1212+15 IIT COUNIY IICIUfl 12 Oro 7J ~ ... ~.~-,_-,.. .. MOIITllllt:0 CIVI~ INOl._l~ lerlH·Aao••-■ AuHlel ... •••· Two ventu-e, Suite 550 lrvlne, Collfornlo t2lll \. 1. Close SB MacArthur Blvd to University Or On and Off R0111>s, Oet~ SB MocArtt.r Blvd Traffic to Jont>oree Rd to University Or, Oet~ University Dr to SB MocArtt.r Blvd On-Ro111> Traffic to Jant>oree Rd to Bison Ave ' ,. ,-~ •·,•....:<\~i~. J¾~ ,/ / 2. Close NB MacArthur Blvd On and Off R0111>s to University Dr, Det~ NB Moccrtt.r Blvd Traffic to Jant>ore-e Rd to University Or and to Bison Ave to JOITboree Rd to University or. Detour University Or to NB MacArthur Blvd Traffic to Jorrt>oree Rd to MacArthur Blvd. ,# f /' I () .r-( ~.,. .. ·.,.·,,, ._-:·,,/<t$'C, ".r,,:;}<\\~s-.. . ., .. ""', « . ·.:. ~--- ...,. :,~.._ ~-'.:: l<': ...,. ....... ,,. ~to'~ # .;-... For Leoend Se• Sheet SC-12 0 \. .A' ',\ ;·~-- 2 l ~ 0 .,, -N -- -N U 10 IC HANDLING PL STAGE IINDEX SCALE• r• • 300' SC-1 ◄ u .. z 0 1-<l l-a: a: \/) oow n. 0 ... \/) -u z a: z <I CI: Ill a: 0 C) I-u <l POOR OUALllY ORIGINAL MAINTAIN TRAFFIC 1, Maintain Two Vehicle Lones on the Exist SB Route 73, 2, Maintain One Vehicle Lone on the Terrp Roadway Connectlno Exist SB Route 73 to MacArthur Blvd, 3, Maintain Three Vehicle Lones on the Exist NB Route 73, 4, Maintain Three Vehicle Lones In Each Direction on MacArthur Blvd, r011 ncoucto PLN-1$ 0 ,.- CONSTRUCTION SEQUENCE Continue Constructlno NB Route 73 Molnllne CSto 1171+50 to Sta 1180t00l, Const NB Route 73 Molnllne CSto 1145t00 to Sta 1171 +50 l ISi COlMTJ ROUH 12 Oro 73 MOIST[Rf:0 CIVIL [NOlt«[ft ru•• NU •. ~• TOT,ot. l'AO..ECT Continue Constructlno SB Route 73 Molnllne ISto 1166t00 to Sta 1180t00l, Const SB Route 73 Molnllne ISto 1145t00 to Sta 1166+o0 and Sto 1180+o0 to Sto 1211t00l 8arlon-A1cll111H A11eol1IM, I■-. Cont lnue Constructlno Ron-p MB-1 Continue Construct lno Ron-p MB-3 Const Rorrp MB-4 Continue Construct I no Continue Constructlno Const Ran-p BA-3 Continue Constructlno Continue Constructlno Const Ran-p UN-3 Const Ran-p JR-4 Rorrp Rarrp Ran-p Rarrp Remove Exist MacArthur Blvd MB-8 BA-2 U-2A U-2B Const Wldenlno of Exist Route 73 Rloht Shoulder ISta 1212+15 to Sta 1215+32 NB and Sta 1211+00 to Sta 1222t00 SB> Const New Sidewalk on Jont>oree Rd MOdlfy University Dr Median DETOUR TRAFFIC Two venture, Sul to 550 ---==-\'\> Irvine, Collfo.-nlo 92718 1, Open Ford Rd for Traffic from Newport Coast Dr to MacArthur Blvd and Close Newport Coast Or from Bonito Cyn Or to MacArthur Blvd. 2, Continue Closure of SB MacArthur Blvd to University Or On and Off Ron-ps. Detour SB MacArthur Blvd Traffic to Jont>oree Rd to University Or. Detour University Dr to SB MocAr~hur Blvd On-Rorrp Traffic to Jont>oree Rd to Bison Ave. ·•. ·\; :·>;:~~ 3, Close Permanently "Old" Brlstol St South/Jont>oree Rd to SB MacArthur Blvd On-Rorrp. Detour Traffic to Jont>oree Rd to Macarthur Blvd. 0 'f 0 'f N N N • i;_/,~-:---_-.--~•1"·ri, :.~ 1.::i::--an,sTll. n~ ST ~ NMTH ~~r -· • · ·~);y·~-. '<<t/. iJ ~ 26 ~ ST AGE CONSTRUCTION ~~ ~~-:: :! ~ t TRAFFIC HANDLING PLAN • $"d' ST AGE II INDEX " SCALE: 1" • JOO' SC 2 For Leoend See Sheet SC-12 - 2 I r., I I ... , ' •• ' ffi ... t; ig II( i.. f d z f) .... <I .... IC IX l/l 0 0 lll ·:. n fl • • • .···.ft-U : ,.! IX Z • •.· .. t re hJ 'CO t.:l . Ll <l MAINTAIN TRAFFIC 1, Maintain Three Vehicle Lones In Each Direction on MacArthur Blvd. 2. When SB Route 73 to MacArthur Rorrp Is Closed, Maintain Two vehicle Lones on SB Route 73 IRorrp MB-3 to Sta 1232+-00I ond on Exist NB Route 73, _CONSTRUCTION SEQUENCE 0 Continue Constructlno NB Route 73 Molnllne csto 1145+-00 • to Sta 1171+501 Const NB Route 73 Molnllne cwesterly Lones Only -Sta 1198+-00 to Sta 1212+151 0 Continue Constructlno SB Route 73 Molnl lne CSto 1145+-00 to Sta 1163+001 0 Continue Construct I no Rorrp MB-I 0 Continue Construct I no Rorrp MB-4 0 Continue Construct I no Rorrp MB-8 @ Continue Construct lno Rorrp BA-2 Rorrp BA-3 DETOUR TRAFFIC 1. Continue Closure of Newport Coast Or. Detour Traffic to Ford Rd to Newport Coast Or. DIST tCJUNTT IIOUtl 12 Oro 73 OATI 81rt•a·Aec11a .. AHHl1lH, 1a1. Two Ventur"e, Suite 550 lrvlne, Collfcrnlo 12711 POOR OUALlH ORIGINAL I• ... .. ' j .. u ~ ( ◄ u .. z 0 I-Cl l- ffi t-~ II. . u a: a: Ill oow n. 0 ... 1/1 ... u z a: z '1 a: hi ([00 ... u <l I •; ...... _. ' 0 \. ... t,~---' \'1, -~_....;,- • ...~,1,• : 6,.: :>~ ~,~ ... , MAINTAIN TRAFFIC 1. Maintain Two Vehicle Lones on SB Route 73 IROIY'P MB-3 to Sta 1232+-00I and on NB Route 73 cRorrp MB-1 to Sta 1232+-00I 2. Maintain Three Vehicle Lones In Each Direction on MacArthur ~l~d1~~!8o1iir>o to N/0 Sta 183+oO NB and Sta 17~+oo to N/0 3. Maintain Two Vehicle Lones In Each Direction on MacArthur Blvd ISta 138+o0 to Sta 147+o01 l o (o ... r01t IIEDUC~O PLh •: POOR DUALITY ORIGINAL CONSTRUCTION SEQUENCE 0 Continue ConstructlnQ NB Route 73 Mainline ISta 1145+-00 to Sta 1163+-00I Const NB Route 73 Molnllne !Easterly Lones Only Rorrp MB-2 to Sta 1212+15 I II T COUNTY IIOUTl 12 ll[OISTERED CIVIL ENOINEEII 1'051 "IL~• TOT AL l'flOJEC T ,.,, .. ·AHll•H A .......... , .. . Continue ConstructlnQ SB Route 73 Malnllne ISto 1145+-00 to Sta 1163+o01 Continue ConstructlnQ Rorrp MB-1 Two Yentl.re, Sul te SSO """-'===~ _;· -:,_ • lrvlne, Collfcrnlo 92118 Const Rarrp MB-2 Continue ConstructlnQ Rarrp MB-4 Continue ConstructlnQ Rarrp BA-2 Continue ConstructlnQ Rarrp BA-3 Const Final PavlnQ and Curb and Gutters for Westerly Half of Re-AIIQned MacArthur Blvd (Sta 138+-00 to Sta 147+-001 MB-8 WIii Be Open to Traffic DurlnQ Construction of MB-2 Const Abutment 12 Cleft and Rlohtl Retrofit DETOUR TRAFFIC 1. Close Exist NB MacArthur Blvd to NB Route 73 On-Rorrp. Detour Traffic to Jarrboree Rd to Bristol St 2, Close Exist NB Jorrboree Rd to NB Route 73 On-Rarrp. Detour Traffic to Bristol St 2 J ' ' 3, Continue Closure of Newport Coast Or. Detour Traffic to Ford Rd to Newport Coast Or r-,, ., ..,,.,."' SCM.E: I" • JOO' SC-4 e: z 0 1-<t l-o: 0: Ill oow n. a -Ill -U ' . z a: z • • -~ is~ . u <t MAINTAIN TRAFFIC 1. Maintain Three Vehicle Lones on the NB Route 73 tRorrp MB-1 to sto 12J2+oo 1 '\:.·.·::_ .. '.~\\ 2. Maintain Two Vehicle Lones on the SB Route 73 IRorrp MB-3 to .~ Sta 1232+oO I -~ ,'~\~r;r~ 3, r~)gt~!~ [~~orehlcle Lones In Each Direction on MacArthur Blvd .,t~-4, Maintain Two Vehicle Lones In Each Direction on MacArthur Blvd • \: .. .[ !Sta 138+oO to Sta 147+o0l \~t\ ··rt.! ·~·.: .. CONSTRUCTION SEQUENCE POOR DUALITY ORIGINAL 0 Continue Constructlno NB Route 73 Mainline tSto 1145+00 to Sta 1163+001 Const NB Route 73 Molnllne tEosterly Lonas Only Rorrp MB-2 to Sta 1212+15 l 0 Continue Constructlno SB Route 73 Mainline tSto 1145+00 to Sta 1163+001 (v Continue Constructlno Rorrp MB-1 (!) Continue Constructlno Rorrp MB-4 @ Continue Constructlno Rorrp BA-2 @ Continue Constructlno Rorrp BA-3 @ Const Final Povlno for Easterly Half of Re-Alloned MacArthur Blvd ISto 138+00 to Sta 147+001 @ Rorrp MB-8 Closed to Traffic DETOUR TRAFFIC 1, Continue Closure of Newport Coast Or. Detour Traffic to Ford Rd to Newport Coast Or. , , f • BRlSTll. ST SOOT IIOUTI 12 Oro 7J ~.,r;--'-:.~--- MOIIT[A(D CIVIL INIIIICI" l'l.Mfl N'PADVM. CWIII Bart••·AHIIIIIIIII A11HlalM, •••· Two Yenti.re, Suite 550 lrvlne, Collfcrnla 92111 -.••-···.,•···~"--"".-~_. .... ,.I'_:-:.:.-:.~ -:·:~ ••••••• ·•'"'•'~/j,,}:f-···i··E#####-#4$•b-:¥.#jW;g.; ....... .,7-7•"175"','!;; •. :;;~~·.;,· SCM..Er 1" • JOO' r011 lll[DUC[D P\.AHS 0 3 I.•. I j .. u J ◄ u .. z 0 t-<l t- 0: l&I ... ~ I&. d a: a: Ill oow n. a -Ill -U z a: z <l a: ILi a: 0 Cl t-u <l Install Terrp Rolllno (Type Kl~/' Molhtoln E><lst Droln~e Patternv / Remove E><lst AC_Dlke/ / Const _Area SECTION 1A EXIST MACARTHUR BLVD / Const Area '\,. . L~stol 1_ Terrp _Roi l_l_no c Type ~ Maintain E><lat Drolnooe Patterns SECTION 10 TEMP NEWPORT COAST DR ISta 17+95 to Sta 19+521 o a a e o u o 8' 12' 12' 12' Var 11 ' 11 ' 11 ' 11 ' 6' rr-,,-r r--r--,r-·rJ , , , ~ lnstal I Terrp Roi I lno ( Type KI / o/2 Maintain Ex.1st Drainage Potterns'l _Const Area SECTION 1H EXIST MACARTHUR BLVD IPHASE 21 ~Qn•J2rea a a o o o o o II' 11' 11' 11' 11' 11' 11' -.r-r-~::2;i···r-r·-, 0 Install Teffl) Rolllno I Type Kl Molntaln_E><lst Drainage Pot.terns SECTION ll EXIST MACARTHUR BLVD IPHASE 21 ISta 183+65 to Sta 191+281 8 0 0 0 0 8 t 17' 12' : 12' 12' 11' 11' 11' 11' J' 1 T 1-r-•1· ·1 'I T 'I") Install Terrp Ralllno (Type Kl ~olntaln E><lst DrgL!!Q!Je Patterns Remove Exist AC Dike CO!'St Area SECTION 18 EXIST MACARTHUR BLVD Install Terrp Rolllno (Type Kl Maintain E><lst Qr2l!!Q!:l!....fQ!1erns 0 0 7' 11 ' 11 ' T T -_:1 SECTION lC TEMP NEWPORT COAST DR ISto 12+13 to Sta 16+351 6 0 0 0 8 0 8 0 015' CQUtllT ROUll 12 Oro 7J --=----"'\ -;----.. ~----- A[OIITEMO CIVIL EHDIHHII PLAHS N'PROVM.. l)jlfE 8111011-A1ch111H A11ool1IH, •••· Two Venture, Suite 550 lrvlne, Collfcrnlo 92718 POOR DUALITY ORIGINAL 0 0 0 0 8 8 0 8 0 Var 12' 11' 11' 12' 3' 12' J' 11' 11' 11' 11' 6' r T T T -r·, II r·--r·-r·--r, 8' 12' 12' 11' 10' 10' 11' 11' 11' 11' 11' 6' rT T T -r-r· "I" "I" 'I" "I" "I" TJ Install Terrp Rolllno (Type Kl Maintain E><lst Drolnooe Patterns Remov-e E>< I st AC DI ke Con~_t_~~ SECTION lE · EXIST MACARTHUR BLVD Const Area. 0 0 0 8 0 O 0 var 12' 12' 12• Var 11' 11' 11• 11' 6' rn-r,-T · ·1· ·r--r -r -,,~ "-lnstol I Terrp Roi I I no C Type KI ~lntaln E><lst Drainage Patterns SECTION 11 EXIST MACARTHUR BLVD IPHASE 21 CL 6 ; 0 9 0 CL u.19• 1 ◄' var var 5' Var 5' 13' 13' var"' r··r--·-r·-r-,;r-rn-i--r r-1 Install Teffl) Rolllno (Type Kl Maintain E><lst Drainage Patterns SECTION lM EXIST ROUTE 7J / J;on~ureg Install Terrp Rolllno (Type Kl Maintain Exist Droln_goe Patterns .!;Q!}!_t --~ SECTION lF EXIST MACARTHUR BLVD ISto 168+50 to Sta 168+791 Con~U!:!Q.. 0 0 0 0 0 8 12' 12' 12' Var 11 ' 11 ' 11 ' 5' ""1 ~=J· "I' T T "I' T T T7 Install Terrp Rolllno (Type Kl Maintain E><lst DraJnooe Patterns SECTION lJ lnstol I Terrp Roi I lno I Type KI Maintain Exist Drolnogtigtterns B!!!.QYe E><l~t AC Dike Cons_t~~✓ SECTION 1G EXIST MACARTHUR BLVD IPHASE 21 lnstal I Terrp Ral I lno I Type KI Maintain Exist Drainage Potter~~ SECTION 1K EXIST MACARTHUR BLVD IPHASE 21 EXIST MACARTHUR BLVD IPHASE 21 Install Terrp Ralllno (Type Kl Maintain Exist Drainage Patterns CL O ij / \ ft ft O CL r~2' 12' 5' 92' 3' 12' 12' Voe Vacw 1---r~r=»r-~r1-r1 Const Are SECTION lN EXIST ROUTE TJ ISto 1206+-00 to Sta 1207+◄01 lnstol I Terrp Roi I I no I Type KI Mo!ntoJn E><lst Drainage Patterns Install T8111> Roll I no I Type KI 6 6 8 vrr~ ~~;~;for S I Maintain E><l-st Drainage Patterns g O 8 e;5. 12· 12• r 101· . \ ,2· ,2· 13• 1o•e; Const Area ·• rr-1-l'~=zzw~zwzzy~' T--rr-1 f~.J.LlD!O SECTION 1P TEMP NEWPORT COAST OR ISto 16+35 to Sta 17+951 STAGE CONSTRUCTION CROSS SECTIONS • STAGE 1 SECTION 10 EX 1ST ROUTE TJ ISto 1211+-00 to Sta 1225+-00I HOTEi 1. Const E><covotlon Sholl Remain 2' From Bock of Terrp Rolllno I Type Kl, 2. 1' Sholl Remain Btwn ETW and Terrp Rolllno I Type Kl Unless Terrp Rolllno Is Anchored to Roadway. FOIi ll[OUC(O PL.INS 0 z .] INo Scolel SC-6 • •. 0 ► bl m > s r ~ IJ > '< ~ 0 z 0 ,- <I t-a: C.: Ill onw n. n -Ul ..... U ·z er z • <l IC Ill •. Cl l'.l lJ <J Install Tell1) Ralllno I Type Kl Maintain Exist Dralnaoe Patterns n o ./--• -··--·-------------• "" o o o /!js, 12' 12' / 10s• '\ 12' 12' 12' 5' Var rr-··--r jq i;~ ~ ~=3·;r-,---rr--i Install Terrp Rolllno (Type Kl Mo_lntoln Exl_st Dralnao~Q!!.~[.[IS SECTION lR EXIST MACARTHUR BLVD ISta 171+14 to Sta 182+12 !PHASE lll ISta 171+14 to Sta 175+14 !PHASE Sil SECTION 1P EXIST ROUTE 7J ISta 1228+00 to Sta 1230+001 0 0 0 0 0 0 0 Var 11' 11' 11' 11' 11' 11~Vor 12' r-· T T r---=:i;·-2 .,--r-I -=r-1 / /.nstoll Terrp Roi lino I Type Kl ~glntoln Exist Drainage Patterns SECTION lS EXIST MACARTHUR BLVD (Sta 18 ◄+07 to Sta 189+55 (PHASE JI) Install Terrp Roll I no ( Type KI Maintain E:1dst Drainage Pattern~ 0 0 0 e; 12' 12·• 12' 5' • J ·--i ~=-,:r-r1 SECTION 10 EX 1ST ROUTE 7J ISta 1230+00 to Sta 1239+401 0 0 0 6 0 .0 0 Var 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' Var r,-,-r--41~·r,--r-r-1 /stall Tc,rrp Rolllno !Type Kl • ~b!.9.!n Exist Drainage Pattern!! SECTION 1T EXIST MACARTHUR BLVD ISto 189+55 to Sta 19f+55 IPHASE lll ISf COUNIY IIOUII l'OI Nil St«II 10111&. TOIi!&. NIOAlCt NO, -Ill 12 Oro 7J 2J_1125.5 zc,1 5-&. AEGISTER£0 CIVIL lNOlt€lR Ba,tM•A1111,a .. A ...... , ... •••· Two venture. Suite 550 lrvlne, Collfornla 92118 POOR OUAllTY ORIGINAL 8 Install Terrp Ralllno (Type Kl Maintain Exlat Drainage Pattern_! SECTION lU EXIST MACARTHUR BLVD ISto 177+72 to Sta 182+12 !PHASE 411 Const Area 6 0 6 0 0 0 a.. lnstal I Ten-p Roi I lno I Type KI Maintain Exist Drainage Patterns 0 0 0 0 0 0 var 11' 11' 11' Var 11' 11' 11' r--·-r --r --·r-·::41=·2;-i-r -r. 7 /stall Tell1) Roi lino (Type Kl ~;toln Exist Drolnooe Patterns SECTION 1V EXIST MACARTHUR BLVD !Sta 184+07 to Sta 189+55 IPHASE 411 0 0 0 5' Var I I' 11' rr -r · Ti1~ Install Terrp Rolllno !Type Kl ,Maintain Ex I st Drainage Pc1.t!.!.r:ns SECTION 1Z EXIST MACARTHUR BLVD ISto 17J+IJ to Sta 177+061 11• 11' 11' 11' 11' 11' Varw -1 ~::2-r ---i-=~ i::2•,r·--r-1 ~al I Terrp Roi I lno I Type KI ~olntoln Exist Drolnag~_l'_Qtterns SECTION 1W EXIST MACARTHUR BLVD (Sta 177+72 to Sta 182+12 IPHASE Sil Const A~ lnstol I Terrp Rollln~yp~ MolntQln Exist DrolpogUot!_!rns/ SECTION lAA EXIST MACARTHUR BLVD ISto 177+06 to Sta 178+001 0 0 6 0 0 0 Var 11 ' 11 ' 11 ' 11 ' • 11 ' Var r,-r-i-==w=:2•1~-r-·-1 /stol I lerrp Roi I I no I Type KI ~~toln Exist Drainage Patterns SECTION 1X EXIST MACARTHUR BLVD ISta 18 ◄+07 to Sta 1S1+55 !PHASE 511 Install Terrp Rolllno (Type Kl \_Halnt.Q.Ln Exist Drainage Patterns SECTION 1aa EXIST MACARTHUR BLVD ISto 178->00 to Sta 180+6II NOTE: 1. Const Excavation Sholl Remain 2' From Bock of Terrp Ralllno !Type Kl. 2. I' Sholl Remain Btwn ETW ond Ten-p Rolllno IType Kl Unless Terrp Rolllno Is Anchored to Roadway. 0 0 8 5' 12' II' II' rT t T:i!:~ SECTION 1Y EXIST MACARTHUR BLVD ISto 169+99 to Sta 17l+lll a a a 9 0 0 2' 11' 11' 11' 11' 11' 11' .4• "I" T ■ • I I Const Area Install Ten-p Rall I no ( Type KI Maintain Exist Oralp..QQ!____fatterns Const Area Const SECTION 1cc EXIST MACARTHUR BLVD ISto 171+14 to Sta 175+141 STAGE CONSTRUCTION CROSS SECTIONS STAGE 1 I No Scale I SC-7 I .... ,---,---,r--------------------------------------------------------------------·--··· I: ~ I I-u ~ I ◄ u I- z 0 1-<l I- ffi .-~ ... . c., II .-.: I.fl DOW n. {.) -I.fl,➔ u z a: z <I a: w I[ 0 C) •-u <I SECTION 2A EXIST MACARTHUR BLVD !Sta 135+50 to Sta 136-teOI SECTION 20 MACARTHUR BLVD CSta 172+18 to Sta 175+741 Install Telf1) Ralllno !Type Kl Maintain Exist Drainage Patterns Const SECTION 2H EXIST RTE 73 ISta 1212+15 to Sta 1223+821 8 8 0 8 0 0 0 0 14' var 12' 12• var 10' 12' 12' 12' Var 11·1-r-·1· ·1· 11 I' ==! ~-3• 'I lnstal I Terrp Ral I lno I Type KI Malntal_n Exist Drainage Patterns SECTION 28 • EX I ST MACARTHUR BLVD ISta 138+20 to Sta 139+201 Install Terrp Ralllno IType Kl Molntgln_~xlst Drainage Patterns 8 0 0 0 0 0 20' .12' 12' var 10' 10• var 12' 12' 8' -i ~-3• ·r -r ·1· -·r, T ,.. T ·1· ·1 SECTION 2E UNIVERSITY OR I Sta 112+92 to Sta 115+281 0 0 0 0 0 0 O 0 18' 12' 12' 13' 6' 12' 12' 12' 12' I" T-~-,-r 'I" 'I" "I" T --1 r-3' Install Terrp Rolllno IType K~ Molnt:iln Exist Drainage Po!!!!:f'S Const Area SECTION 21 JAMBOREE RO ISto 182+67 to Sta 186+051 0 0 8 0 8 0 0 For,,yor ~2• I 12' I Var 1 12• 1 12• 1 12• l"~or 1 -, , r ' . . . . . . . . . . ==t r-3, Install Terrp Rolllno IType Kl Maintain Exist Drainage Patterns ~onst Area SECTION 2C EXIST MACARTHUR BLVD I Sta 141+80 to Sta 143+251 0 0 0 0 8' 12' 13' Var 12' 12' 8' --r "I" 3' Q!'l~i_!ag Install Terrp Rolllno IType Kl Maintain Exist Drainage Patterns SECTION 2F UN IVERS ITY OR ISto 107+40 to Sta 110+571 HOTE: 1. Const Excavation Sholl Remain 2' From Bock of Telf1) Rolllno I Type Kl. 2. 1' Sholl Remain Btwn ETW and Terrp Rolllno I Type Kl Unless Terrp Ralllno Is Anch<red to Roadway. fOII lllDUC[O PLNfS 0 2 J --· -----I ' ' rue1 ,.. ....... ,or-. l'IIO.Ctl 12 Oro 73 11£01Sf£R£D CIVIL [Nl)INf:£11 l'L ANS N'l'AOYM. 0-TI ............. ANMlelN, .... Two Venture, Suite 550 lrvlne, Collfornlo 92111 POOR DUALITY ORIGINAL Area Install Telf1) Ralllno IType Kl Maintain Exist Dralna e Patterns SECTION 2G RTE 73 ISta 1201+85 to Sta 1215+481 ST AGE CONSTRUCTION CROSS SECTIONS • STAGE 2 .· INO Scolel SC-8 J ffi ._ n ,c u I- z 0 SECTION 3A SB RTE 73 !Sta 1167+-0O to Sta 1173+601 ~ 0 0 ~ "'10' 12' 12' 12' 10'"' r--,,--r--,-1 SECTION 30 SB RTE 73 ISta 1196+60 to Sta 1200+871 ISta 1222+10 to Sta 1229+801 0 6 0 0 0 0 0 12• 12• 6' 12' 12' 13' var 13' 13' 6' -----------,-,-r·--r---r--·-r1 lnstal I Terre> Ral I lno ( Type KI Mal[ltaln Exl~t Oralno~e Patterns SECTION 3H EXIST MACARTHUR BLVD ISta 198+50 to Sta 199+-051 SECTION 38 SB RTE 73 (Sta 1173+60 to Sta 1184+-0OI ~ 0 0 0 "'10' 12' 12' 12' 12' 10' r --,--C.·-r 'I' I T 1 SECTION 3E SB RTE 73 ISta 1204+75 to Sta 1212+151 Area \ Install Terre> Rolllno !Type Kl ~olntoln Exist Orol~e Patterns SECTION 31 EXIST MACARTHUR BLVD 1Sta 200+-05 to Sta 202+951 ,. II ~ 0 0 ~ w ~ 1qar.-t-12' I ·>4' 10'"' r , --, -,---· __ .. 11 SECTION 3C SB RTE 73 !Sta 1185+4I to Sta 1189+-0OI i 0 0 0 0 0 0 0 0 0 18' 12' 12' 13' 6' 12' 12' 12' 12' 16' .._i-~T, ·r T-r-r -r -r,1 SECTION 3f" JAMBOREE RD ISta,182+66 to Sta 186+-041 NOTEI 1, Const Excavation Sholl Remain 2' From Back of Terrp Rolllno (Type Kl, 2, I' Sholl Remain Btwn ETW and Teff1) Ralllno (Type K) Unless Tenp1Ralllno la Anch<lred to Roadway, 0 , ' • Area AOUfll 12 Oro 7.l MOISftMO CIYll. tNOINUII OAYI Barloa·A10IIMH Aaaoolol••• I••• Two Venture, Suite ~~O lrvlne, Collfor-nlo 92111 POOR DUALITY ORIGINAL 0 0 ~ 12' Var Var"' 3·'1' T 7 Install Terre> Ralllno (Type Kl Maintain Exist Drainage Patterns SECTION 3G NB RTE 73 CSta 1206+87 to Sta 1212+151 ST AGE CONSTRUCTION CROSS SECTIONS STAGE 3 CNo Scalel SC-9 • '"• a a: ' f J ... u i C u ... .... <I 1- a: ~ ~ IL . 0 ([ a: t/l oow Q. 0 -lll-U :: a: z <I ct: w a: 0 C> t-u <I Const Area Install Te"1) Ralllno (Type Kl Maintain Exist Dralnaoe Patterns SECTION 4A MACARTHUR BLVD ISta 138+20 to Sta 140+581 o. 8 0 o. W10' 12' 12' 24' 10'W r-r -r---,--·r·--1 SECTION 40 NB RTE 73 ISta 1168+00 to Sta 1189+301 8 9 0 0 0 0 8 0 14' 12' 12' 6' 12' 12' 12' 12' 15' r---r·, -r ,---r· ·, ···-r ·,-1,. SECTION 4H JAMBOREE RO ISta 187+33 to Sta 190+361 & 0 0 0 12' 12' var var Var F--n--r---r--r-1 lnstal I Terrp Ral I lno I Type KI Maintain Exist Drainage Patterns SECTION 48 MACARTHUR BLVD I Sta 142+00 to Sta 143+601 SECTION 4E NB RTE 73 CSta 1191+96 to Sta 1200+091 ........=-'-=--''---'A,:-!.Q. 0 0 0 0 0 1 2' 12' var 12' 12' Var -'"1 i:-3-r-·,--r,--r-i Install Te111> Ralllno (Type Kl Maintain Exist Drainage Patterns SECTION 4C MACARTHUR BLVD ISta 143+60 to Sta 145+901 Install Terrp Roi lino (Type Kl / Maintain Exist Oralnage_Patterns/ / i;onst Area SECTION 4F NB RTE 73 ISta 1200+89 to Sta 1212+141 0 0 12'Mln 11' 11' l=l·T 4•:J 0 r 18' OISI Ca..<YY AOuTI 12 Oro 7l ru»1 n&LLII lOT""-l'IIOJECl c-::::..-...__, 7,,r~--,_,___ R£011TCA£D CIVIL CNOl1€1A Barloa-Aeoll111 ■• A1HolelH, IH, Two Venture, Sult• 550 lrvlne, Collfornlo 92lt8 POOR OUAL,ry ORl61NAL o o o o e o o 12' 12' 13' 6' 12' 12' 12' 12' T 'I" "I" Ti T 'I' TT SECTION 4G JAMBOREE RO ISta 182+67 to Sta 186+041 0 16' 7 SECTION 41 JAMBOREE RD Exist Cone Roi I Install Terrp Ralllno (Type Kl Maintain Exist Oralna e Patterns Area ISta 192+16 to Sta 195+981 HOTEi 1, Const E><cavotlon Shall Remain 2' From Back of Terrp Ralllno I Type Kl, 2, 1' Shall Remain Btwn ETW and Terrp Ralllno (Type Kl Unless TefT1) Ralllno Is Anchored to Roadway. FOIi ll[DUC[D PLANS 0 . SECTION 4J MACARTHUR BLVD I Sta 196+40 I ST AGE CONSTRUCTION CROSS SECTIONS • STAGE 4 • INo Scalel SC-10 ,..., . . -., .,, ..... 2 0 I· (I t-a: a: 1/'1 ·"'.OW . -.~ ~ ' ' • : ~ -~ 0 0 0 0 0 20' 12' 10' 12' 12' r--·-r---r· -r ·, 3•.:~ ~ lnstal I Terre> Ral I lno !Type KI Maintain Exist Drainage Pa_tterns SECTION 5A MACARTHUR BLVD !Sta 137+89 to Sto 139+401 Install Terrp -~Q.!Qjaln Exist SECTION 58 MACARTHUR BL VD ISta 139+40 to Sta 140+361 Const o o o o. n 14' 12' 12' 10' 12' 12' r • 1· 'I" ··r-·1· ;-1· 3•:::i Install Terrp Ralllno (Type Kl Maintain Exist Dralnaoe Patterns SECTION set MACARTHUR BLVD !Sta 141+74 to Sta 143+241 HOTEi I, Const Excavation Shall Remain 2' From Bock of Te111> Ralllno (Type Kl, 2, I' Shall Remain Btwn ETW and Teff1) Ralllno !Type Kl Unless Te111> ~alllno Is Anchored to Roadway. ,-011 MOUC[D P\.NfS D 2 12 Oro 73 l'OII HILU fOflOL l'flOA:Cf c:::::.--• " ::'.::322>:--· ----- IIIOllflMI> CIVll. INOINllll 1.,, .. -AHIIIIIH A ...... , ...... . Two Venture, Suite 550 lrvlne. Collfornlo 92111 POOR DUALITY ORIGINAL ST AGE CONSTRUCTION CROSS SECTIONS STAGE 5 (HO Scale I SC-11 ,.. ' ....... "' I••. I J t-u i ~ u t- z 0 1-(l l- ~ ~ IL . C, a: a: 1/) OOW CL O - \fl -u z a: z Cl a: W a: 0 C) I-u (l ~ • l -~ - - - - - -- - -------------- - • ••No Crash Cushions Needed LEGEND ► • New or Terrp Slon • • Exist Slon -a •. Te,rp Crash Cushion J • Barricade -Type 111 Cl& Cl113 MIies! ©,, ~ " . , 2 • Direction of Traffic and Nunt>er of 1 > Lonea In use 1300 Scale Sheetsl c:::> • Direction of Traffic 150 Scale Sheets I ~ • Const Areo m • Tecrp Const • TetYI> Rolllno -Type K ISee Also Detail A -Sheet sc-121 --• [,clat Rolllno -Type KI See Also Detail A -Sheet sc-121 • • Te111> Chonnellzers csee Pion For Typel o • E,clst Chonnellzers I Se• Pion For Typel s I -Pavement l eoend ·s I GNAL • A -Pavement Leoend .AHEAD. DETAIL A INo Scale! Alternative to Terrp Crash Cushions As Depicted On Sheets SC-12 -SC-92 B!Q_! !f!l?_Ra I I I n9 i.!1.e.!..!.!_ jsta 131 +30 I -- C-:-IE Ol ---~ •• c I fiEf~N!iPo?t 8$cic:t'i•·'";L .:.,-,Jf~f ~ ~rty of Trvfne ______ ~ -.... ~_;_;;..~M~A~C~A~R~TH::.U=:R~·-·-=····=··=· ~;;:::-·=-~·-=B=L=VO==~~~~~--=;;;;;:;_~~--=··-·~-•;;;:;···•·::,:,:··,;;..:.·· ·;.;.;•· =.;;..::::..::.~==--'~·,:;, i ~it~~ii~~~:::;::::::__::.~J~~~~-~---~-~-~-~---t~:~~~-----~------::---;sF~.::..::..~.:...:...=~s_::;_~~:.:::_~:::_;1=:-:--~=~:;~~ -~-~-~,! ~ -J ,Arra~ DIU COUH" 12 Oro 7J ~"' ~~----- R[OISTER£0 CIVIL [NOINEEII l'\.NIS """'IIDV"l. DATE lerto11·Aech111an AHeoletoe, 1110. Two Venture, Suite 550 lrvlne, Collfornlo 92718 POOR DUALITY ORIGINAL ••• ST ACE CONSTRUCTION. TRAFFIC HANDLING PLAi. STAGE 1 ••• SC.t.l.E: I" • 50' SC-12 C u .. z 0 I-<! ,-a: cc. ll) oow ; .. o- • ;:>:i~ 0 l'.J u <I' (Tl ~ (X) ~ ... ct t- Vl w z ::c u t- ct ~ <=> ~ ¢:::, <=> c:> ·(j\ \.°I I .. ~ ' ', ;~) ,. :. \ ,' .; I ' I ' '1. ., . Rerrove /,/ii"Wht te 4• White Join End Terre> Rot I tno !!~9 Trans 1150' I End Trans 1150' I I Type KI --\ ...... •'. Const Terre> AC In Place of Raised Median I Ro I sed Med I on s'_h_o_l_l_N_o_t _____ .,, ··· Be Constructed Until Stooe 5, Phase 21 ··' NOTE: Refer to E-28 For [Kist Macarthur Blvd and Bison Ave Stonot Pion For Leoend see Sheet sc-12 ,-OR ltf:l'IO ,c,:O Pl. AN<; n ,. II '-··· IIOUTI 12 Oro 73 =-~· .--,'>~--,- IIIEOIStlREO CIVIL t:NOl .. 111 •• ,, .. ·AHii••· A ...... , ... , ... Two Venture, Suite SSO lrvlne. Callfcrnla 12111 POOR DUALITY ORIGINAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1 SCAl.E• 1" • 50' SC-13 I . • a ... 1-q l-a: a: Ill 0 0 lll 0.. 0 .... Ill .... U z a: z Cl a: W a: 0 0 1-U Cl ETW 11' 11' ~ _3 , ETW PVMT GRINDING (TYP) SPEED REDUCING RUMBLE STRIPS DETAIL A Remove E.xlat Str lplnQ For Leoend aee Sheet SC-12 2 l 12 Oro 73 ~ .,,..._ ~ ~------.. MOIST£11£0 CIVIL EHOIIC[R POOR DUALITY ORIGINAL •-- ST AGE CONSTRUCTION TRAFFIC HANDLING PL.A~ ST AGE 1, PHASE 1 ,,.., SCM..E: 1" • 50' SC-14 a: • w ... I-jg ~ ~ I d • u ... •• ' I • : .! C18 C171401 Remove Exist 0etoll 39, RestrlQ! -elorf2713"-illfi-TypeC7Jorkers 11 so· Spoc I no ~OTE: These Stons Are Required Only If Construction Hos Not Been Started South of Sta , , 4S+oo '-• NOTE: Remove "BIKE LANE• Pavement Leoends. For Leoen<1 aee Sheet sc-1 --. ·•. ·., • •, .. ~---~~/k .. ,. Dllf C-TY IIOUfl 12 Oro 73 OAJI 8arlH•A1eh111a■ AHHlalM, l■e. Two venture, Sult• 550 lrvtne, Collfornto tZTII POOR DUALITY ORIGINAL ·-•• ·-.. '-. ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN ST AGE 1, PHASE 1 SCALE: 1" • 50' SC-140 I . ---I t-u i ~ t- z 0 -... Cl ... a: "' I-~ "' . '3 a: a: 1/1 oow Q. 0 - 1/) -u z a: z Cl a: W a: 0 Cl t-U Cl NOTE: Remove All Confllctlno Strlplno \ ' \ i \ \ _i / \ ,· ! I. I / / I .' -Sta 10+9I Be~~---·· • renp strlPTno -. Oetol I 22 , _,.,:;"• ---· ~.,~- 11. 278 WI 1+£~ Beg Terrp o JType-R-Y- 'TA' /, 2+13 Be Te I ~ype K ~ FOR MDUC[O PI.M-!S I I • I , / / _: I For Leoend see Sheet SC-I D J 151 COUNIY HOUli 12 Oro 73 -=-·· -.-...~-- R£01STER£D CIVIL ENOINEEII POOR DUALITY ORl61NAl ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN. ST AGE 1. PHASE 1 • • SCALE: I" • !10' SC-14b ◄ u I- z 0 ,. A 852+25 L \ NE. S ,... MAiC\-\ lMB-8) n t'. '1-\,$ ~ ~~ ' Exist W5◄{!lQ 11 I COUNTY IIOUII 12 Oro 73 c:=:-... -,?,~-- 11[0111[11£0 CIVIL [NOlf«[R l'\.Nfl N'l'IIOV"L DAIi 1 .. , ... ~ ..... AM .... , ... 1ae. T-.o vent1.re, Suite 550 trvlne, Collfornlo 12111 POOR DUALITY ORIGINAL End Tenp S tr I 2 !.!'!O_Q!\jl Tel11) Ralllno (Type Kl pe PIRI lte Chevrons• 20' Seacl~O. I 9 I 3f lte 150' I I ◄Q_ II 38A ·-..... Sta 165+79 B!1L.I!!m.2trle!..ml. ◄• White 150'1 12• White Chevrons• 25' seacl!'.!O, Arra~ _ _\_...:H-tr-St_a_ 168+00 Be~~LLL~...!1.Ye!...!.l ~~\}~ "'Jl-Cfl-~ e\.. \JO' II 278 . 168+50 Bea Tel!P Ral I IOQ Ux~ ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1, PHASE 1 SCH.[: I" • 50' SC-15 •--- -------------------------------------------------:-··------· e:: 1 t; i 3 ... .... ... Cl ... ffi ~ I&. . C) a: a: Ill cow Q. 0 ... Ill ... U z a: z Cl a: W 0: 0 Cl t-U Cl 5 •• ......... _ Roi lino I Type KI ------· 0 i (7\-- \DO: .-::> :c ◄t-t-0: 11)4 u w4 z:1 End For' Leoend see Sheet sc-12 , '"•' ttu.•• Ill COUNIY IIOUll TOTIIL Ptl0-1:CT 12 Oro 73 .:::::--' ~ 2=::::P - lllOISTllllO CIVIL (NOIHll~ PLNfl N'PIIOVM. OIITI a.,, ... AeollfflH A ...... , ••. , ... Two Venture, Sul te 550 ,, lrvlne, Collfornlo 92118 0 ~ 'q" r- 4 t- V) w z _J :c u t-4 ~ POOR DUALITY ORIGINAL SCM.E: I" • 50' SC-16 • u I- ' I 120 •• ·- ·, __ .. ·•··· -·• · -r-. 12 Oro IICIUtl 73 POU Nii."it tot-. PIIO..CCt -===----,~ ~-~..,,~ MOlttlMO CIVIL INOIICla B•rl••·Aec ... •• A•H•lel .. , •••· fwo Ventu-e, Suite 550 lrvlne, Collfornlo 92111 POOR DUALITY ORl61NAL SC-17 ···--···---:----------;:;;iMoucic~--;-~----:;---;------------,------r----_J ,-n,11 MouctD PI.JIHS O 2 J For L•oend ... Sheet SC-12 a .... ... <1 ... 0:: a: 1/1 oow Cl. a ... 1/1 .... u z er z <1 er w er o c, ... u <1 ~ 0 > -J a> MATCH ST.4 19h IN£ ·--... ,.1_, I , ··r , I I -, I I • I ' I I /; I I ,) /; I ,Ji I I I,' I I I ' I I! f , , 1 I rt, I; I I I d 1/ I I , I , I I' I , I l 1· I I I; I I I I I I I ~ I I I 1· ~ a: I I I I a: I I I • I I 'f I I I I __ M....;A..:..TC:::.!H.!.....!::LJ.1!:!;NEL_ S STA 1183+25 ~~r-,---,r--._ MATCH LINE STA 1189+00· For Leoend aee Sheet SC-12 MATCH LINE STA 884+20 <CO UN-US> MATCH LINE STA 892+50 (CO UN-US> Ill COUflf IIOUll l'Ual NILta 101M. l'flOA'.C1 12 Oro 73 =---'~ ~-7 ll[Oll1lllt:D CIVIL [HIIIHUII larta■·AecllmH Aa11cleta1, •••· Two Venti.re, Suite 550 •i \- lrvlne, Collfornlo 92111 • ' er POOR DUALITY ORl61NAL ST AGE CONSTRUCTION. TRAFFIC HANDLING PLAt , ST AGE 1, PHASE 1 • • SCALE: 1" • 50' SC-18 0: w ... n ◄ 0 I- STA 199+00 MATCHl~k~\RTHURl ',' 0 .... 0 .... ~ V) ~ ..... -..J .:t' MATCH LINE STA 1189+00 For Leoend see Sheet sc-12 2 ,. II IU C~fT IIOUTI 12 Oro 73 ~ ...._ '-;--a~ ~ NOIITIMD CIVIL INOl .. lR PUNS N't'IIOVM. DATI larlH•AHII• .. • AHHlelN, •••· Two YentlM'"e, Suite 550 lrvlne, Collfornlo tZlll POOR DUALITY ORIGINAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1 SCM.E• I" • ~o• SC-19 .... 1--<l I-~ 15 ~ Q. 0 .... Ill -U z a: z Cl a: UJ a: 0 CJ I-u ([ Join Exist C18 For Leoen<t see Sheet sc-12 ENO CONST STAGING 11"1 rua1 ,. • ._-.,. 111 COl.NIY ROUI£ IOIM. l'tlO.l:CI 12 Oro 73 ~~-~------ IIEOIST[REO CIVIL lNOINt:ER l'\.NfS APPIIOVM. °" IE Berl•■• Aeoh .. lR AHHlal", •••· Two Venture, Suite 550 lrvlne, Collfornlo 92118 '.'-- ST AGE CONSTRUCTION .. TRAFFIC HANDLING PLA.Nlal'\ STAGE 1 SCALE: 1" • 50' SC-20 ... () i ◄ () ... z 0 ... <I t- ffi I-~ I&. . 0 o: 0: VI OOl&J . •. ~u • ; ·if~ 0 Cl u <I ·,1 t •·-· ..... ,;·:• ······ _,, ... ·-···-·· . .. -· ... . . ..... -.. -:; =. .-:-· .. -·- C 0 NL .-1- ltl O 'O + ____ r,11.1, ____ ..:._'. .. __ ;~ ~ t :z. _:;..· · _ _.:. ·_;.· ·_:,. ·······•· .... .... ,ct .,_ Vl Oetal I 278 ...J Q. R/W 25 Tenp Rall Ina (Type Kl 12 Oro 73 POii NILU 101"'-rftOJl:Cf --==--_, ~-~~ ~0111£RID CIVIL lNOINflll B1rl1a•A1oll••• AHeelelM, I••• Two Venture, Suite 550 lrvlne, Collfornlo tZl11, 0 ·-·---·-----------··-·-----------.... "•·-·-····-···· ·---"-•·•-----•-·"···--.. ~~-~---_ .. -~·: ~ ~ N N ct .,_ Vl w z 14....,c_...,c_..c--..c--.----f....,-.,__~'-~~r_,,,c:....,.,"-7'._,,.._,,.-r...,,..yL-,,L-,,c_.,c_..c_..~~:., _ , 1 , : . , _ , 1 , ' - r ' - r ' - r + + + + + + - + - r - r r - r - - r - . : r - . - r - . - r - . - r - . 7 ' - . , - L - ; , - L - ; , - < , , - < , , - < , , c . . . . . , , ' - 7 ~ ~ ~ ' ? ' ? ' ? ' ? ' ' ? ' ~ ~ ~ ' - T ' - T ' - T - r - r - r - r - r - r - r - r - r - r - r + + + + + + + r r - 7 ' 1 w .,4r-~r ~7~'-:;~r~r ~7 -'~~r ~7'~'7 ~~~r ~7'~',~,c.. ~r ~7~'-:;-'r ~~~7~~~~7' ~'74~ ~r~".~~,c..~ ~:r~7~L_~,..._~r4'7~~~r ~-7"~½~.£.~"" "-~ ~c..,~,L~~ ~:..,.~~~.£~~~~~~~~~~~L~,..t ,4,:....~L~L(o.~~~L~.L ~:....'!'11~.L ~~~~~·~.L~~1~~"--~~:.....,..L ~.L~~ ~~.L "--.L~:..._"'l!l~.L--~ ~~~L~.L~~ !!#!~.L ~~~:....~L~.L ~..,.. ~~.L ~~~:.... .... ~.L~ ..... ~\..L~.L+:.....,;i~.L _ .... pfi~.L ~~~:....~~.L ~~ ~~t = _J :c u .,_ ,ct ::::t -···-...•...•• , •..•. ··-•···. ······-········-····-···--··•·····--···-··•·····-·--· ···•• -··t··• --· ·-··---·-·----~---------. R/W BR I STOL ST N- , .. i For Leoend See Sheet sc-12 Tenp Roi I lno if .J;1r.j}.1 ...J :c u t- oe{ ::::t ST AGE CONSTRUCTION · TRAFFIC HANDLING PLAN STAGE 1 SCH.Es 1" • !SO' SC-21 I ..... I • BRISTOL .... Sta 1230+50 End Tel!l) RalTlno IType K > Sta 1230+00 Beo Trans ST 12 Oro 7J .-=:,.___....r • ~-?:=:::::5:::::1. IIEOIITEIIEO CIVIL EIClllli'.Elt PL~ IIIPl'flOVlll. 011?1 Barlo ■-Aecll•H AaHalalN, IH, Two Ventur-e; Suite 550 lrvlne, Collfornlo 92lt8 a ► ► • • ·--.-:-; a···. ~ ~ ~ Det_a.:;..;..1 ~1--=c-=-.. ••• s: •• :· '·'•··--•····-···s •• __ ,. __ , ::.-;·•· -·-=--...•. -=:=·:-:.c: ·::. ,.,c.:.c. .. Type PILI ill f 1:,.:;:,.:,:.;;;;;··:::;:;;,···~--;;-·~--r==·· ·~•-~1:·=··-~-~~~~~;,:;De~t=-a~•=• ~2=1::,'.e=~=====-1;:··=·-=·-=· ·=·-~=-"=:=-=•=::-:t»-:-::,_:=~:::, __ :':'.I=~-::'.:,~t-: .. ,_:'."."::'.~=·==:--:".:·=·~;~,~' I=~--:=,--=-1"=--=~==,,_ _______ _; ------------ . -_-··----.:---- • ---'. ••• :-:::::: -.we:.:_: 12 . -I ~ -~ __ ... ___ __ ____ ,_ corwr-i;, \:OEL ··i1.:.r, rn\'i'i = I 1 , , , e: r J .. u f ~ u .. 6 ... ... <I ... ffi ~ IL . ~ a: a: 1/l cow n. a ... 1/l ... u z a: z 41 0: w a: 0 C> ... u <I ~ ---··-·-· --····· -·••·· ---···· -·---· ·----:.. ·flSfH ····---···---------··------------= =--=-=---=-=: ::-: .. -:-.· ... :.->tr=· .•. :-::= ••. ::::=---~~_"";-___ l;;;1·1··l-j ,------------300'---------- ~ ROUTE 73 • OWi L] I;;\' \~I I lLI z :x: -u ... ~ 2 ----•· .~ ---··•·······-·-··•---------- • Sta 1239 ♦<40 End 1: 1"• ll •. , • I I' .L. -I I 'I I ·-/ _. I I , • ·' h I ' ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE t SCM..E: 1" • 50' 0 0 ,,., ~ w 0 l N ... N 0 +- For Leoend See Sheet sc-12 SC-22 ror. lt[OUC[O PUNS 0 l .... 0 z w ◄ u ... z 0 ... I-Cl l-a: a: Ill -, 0 W -.a- • . i~ 00 U Cl ttNOTE1 These Slons ore Required Only If Construction Hos Not Been Storted SoutH of Sto 1145+00 ~ __ Ex_l_st C 13• (Previous Phase!\ Exist C18• \ 1'""P-r-ev-1=ou"-'s...::.Phos~.. ' !Previous Phase> Exist C17125 MPH) -, Prev I ous-Phose I .ta V. ', • .. '-/'./,. Ex !.J t W-4 ::2, 1_115--MPH I . (Previous Phosel \. , . .>, \-... '·. ' '\ \.·· .. '. '\ ·.\ '-,:, ·. \ \\ ·. ,_ ' . \ ·, ' ARTHUR> O rev ous hOae) For Uoend see Sheet sc-12. I If COLN TY IIOUTI 12 Oro 73 ~-,'~~------- AEOIIT(ll(O CIVI~ lNOIICl■ ,uHI """'°Y"'-DAIi larla■·AHIIMI■ AaaHlalM, •••· Two Venture, Suite 550 lrvlne. Collfc:rnla t21l1 POOR O UAL Ill ORIGINAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1. PHASE 2 SCH.Es 1" • 50' SC-23 •---1 ~ n • C u ... z 0 .... 1-<l l-a: a: Ill 001&1 Q. 0 .... 111 .... u z a: z <I a: w ~Si ~ POOR UUALITY ORIGINAL MATCH LINE CN£w MAclJAr 1Go+oo HURJ l t'I-\ Exist ArraL.!£ !Previous Phasel Exist T e PIRI I Prev I ous Phase I Exist Strl I !Previous Phase> ''· .. , ... :::~~~ Exist R96,R96A • l_Prev I ous Phase I ... -...... ~ ... Ill tOU.Tl ftOUll 12 Ora 7J -==---. 7'-.~ -, IIIEOIIT[ll(D CIVIL lNOIICIR B1rt1a•Aaoll1H ■ A11111at11, •••• Two Venture, Suite 550 lrvlne, Callfor-nla 92111 t'><lat Str!e.!.lliL U~~~t±~~~~P'cl~Pr~ev I ous Phase I ,.,, ... /····-•• ·I t I 1 \I, \. ,1 \\ I '~ ~~o' e,~~-n~u~ ~ s" ~J): , .... ,,-~{, Sta 167+o0 Be Detal 1 27B Detal 1 9 Detal I 38 Detal 1 38A ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN. ST AGE 1, PHASE 2 SCM.E• 1" • 50' SC-24 •··· i .. u i ~ .. z 0 .... t-el 0 f ~ "' !c 0 0: w ... ~ I&. . 0 ~ a: u, ow •~i a: w 0 Cl U Cl ~ 0 ~ - Seo Tel!E_~~J..! ! n (Type KI ----.\ Fer Leoend see Sheet sc-12 12 Oro MOlltlllfO CIVIL INOINl:IR DAfl Bert••·AHII•-■ AHHlet ... IH, Two Venti.re. Suite 550 lrvlne, Collfornlo 9Zltl POOR DUALITY ORIGINAL ~ J'>'?~ -9 C,_ rv. ~·r ?~~</ -? ~~ _, '5' Ct) --! ~ Q:- iJ ~ ~ ~ 0 ''b,.,,, "\ c,-<-\~c," ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN ST AGE 1, PHASE 2 SCALE• 1" • 50' SC-25 I . Exist Cll f Prev I oua Phase I ·120 •.• ·•·-.............. -.. .. 9 ': ::: ::-:-~: :::-,~ ~:r..~:-· ~ -~·,;: . l:Ti?t ·:~:~::. :-:.::-:.-.:::~:-.-:.·:; .. ~ .... Sta I 17+65 End Terre> Strlplno S1.rfoce Mounted Chonne I I zer s =.:.-=.:--'--':.:.... c,a ---eso; Spoclno Sta 116-t<>O End Te Strlplno & Trana End Terrp Roi I I no I l}Pe KI Beo Relocation of Exist Roi I lno Sta 183-+£5 End --◄00' Trans Detol I 27B STA 190+50 <MACARTHUR> --------. ::.:--==---=-= :_~ ;:;..--=- NOTE1 The Exist University Dr and SB Macarthur Blvd Stonol WIii Remain Operational to Allow Pedestrian and U-Turn Movements For Leoend see Sheet sc-12 I Type KI TG' N:OIITlN'.D CIVIL ENOINHII l ■rl ■■·Aaollwi ■■ A■■Hl■t ... IH. Two Vent1.re, Suite 550 lrvlne, Collfornlo 92711 POOR DUALITY ORIGINAL Sta 103+oO StrlplnQ Provide Ped Enclosu..-e nder BrldQe Const 107+15 Be Te~ I lno I Type KI 101+oo ✓- _,. ... ... -~-... --_:: / .... ··: ..... ,·' ~ . Sta 107+25 B!.ILJ~~ al llno !Type K 1 & errp Strlplno ss4+20 llt ut-t-USl STAGE CONSTRUCTION. TRAFFIC HANDLING PLAf ST AGE 1, PHASE 2 , ••• SC-26 ◄ 0 ... z 0 -I-<[ I-~ a: Ill ow .. □ - • 'ii~ a: w 0 l'.) u <I ~ MATCH ST A 196; NE Sto 191+2 8 B 80 Trans I.JI I .,. t I f I I ,. l· I I I I I I I ', I I ' 'I I j I, :!/ . I! I L, ,,,, Ii I , I I ~ Ii: I m 11 Oetol 1 25 ~ er I , I I :, ~ II I I I ',G' I:,: Oetol 1 9 Oetol I 25 Sto 196+28 End Trans I I I I I ¾ +- ·-b >f l c, -;z li'l; :/>, :}/ I<., I I I I I I I MATCH LINE STA 1189+00 <SEE SHEET SC-19> FOi'" teoend see Sheet sc-12 - MATCH LINE STA 884+20 <CD UN-US> MATCH LINE STA 892+50 <CO UN-US> t <SEE SHEET SC-19> llf COUflT IIOUfl 12 Oro 7J -=-~ . -~ ~--- N'.OIIUAED CIVIi. lNOIHIPI BerlH·Aaoh••• ANHlalN, lee. Two venture, Suite 550 trvlne, Collfcrnlo 92111 POOR OUAL/TY ORIGINAL • ' er ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN ST AGE 1, PHASE 2 SCAL.E1 r• • 50' SC-27 •. ... ... er ... a: a: Ill oow IL O ... Ill ... ~ f~w a: 0 C) ... u <I IINOTE1 These Siona ore Required Only If Construction Hos Not Been Started SoutH of Sta 1.145+o0 __ ::..:E ><.:...:1-=.s t C 13• (Previous Phosi1\ .....-~=E >C=I-=-• t C 18• \ 'Prev I ous Phos.-,----_-1 ,, [>Clst C11C2 MILESI• (Previous PhOHI [>CISt C17C25 MPHI 7Prev ous hOH I "'a l>. CNEw ~~clJ~Hi~~+00 Exl st Str I In CPrevlous Phosel for Leoend See Sheet sc-12 r NI MOUCCD Pl. ANS 0 2 Detol 1 ., \ \ \ \ __ _ Detol I 37 Ill Clll.HIY IIOUII. 12 Oro 73 ,=::, l-•~ .• ~---c MOIITEIIEO CIVIL [NOINE[~ ·····•·AIOll•H A ...... , ....... Two venture, Sult• 550 lrvlne, Collfornlo 92711 POOR DUALITY ORl&INAl •- STAGE CONSTRUCTION TRAFFIC HANDLING PLAN. ST AGE 1, PHASE 3 -- SCALE: 1" • 50' SC-28 a: w ... ~ ~ I d ◄ u I- Ex 1st W54/W80 :; ~ :, ~-·; llf COUNTY IIOUfl 12 Oro 73 =----~-:?::::=i:::~ MOllflMD CIVIL tNOl .. tR DAfl ■•rlH•A1ell••• AHe•lelM, •••• Two Venture, Suite 550 lrvlne, Collfornlo tZlt8 POOR DUALITY ORIGINAL Exist Arra 'TJ' 125 .,,HI <Previous Phosel Exlat Type PIRI <Previous Phosel Exist Strl In tPrevlous Phosel Exlat R96,R96A , .. tPrevlous Phase I ,----.... ~ ...... _ 4• White 150' I • White a 50' Detol I 9 Sta 161+52 Be T8"1) Roi lino (Type Kl Beo Teff1) Strlplno Sta 1611+28 Beo Teff1) Strlpl09 Detol I 21 ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN ST AGE 1, PHASE 3 SCM.Er r• • 50' SC-29 ·. \ . ~ TRANSPORTATION CORRIDOR AGENCIES I TCA ~CT ~~ , ~~Ti~1 r--,REVISEDBY I I I I I I I l CHECKED BY G. FOSTER ;, ' ' I i I .., 'l ,... ,iG 0 1 Cl' G G Cl' i G ,.I-+ Cl' n I -I N .. (/) () I vi 0 --1 :::0 U) (/)~~ --1.,, C") >-M C")() ~ M:t:(') ~ -0 r:i. ~z -"'O O U) :r:: r -i g ►-:::o • (J)z C J'T1 C") (') '1',..... -~ 'c:..,. v' d~ '..,., .,/._,.o ~ . .. . 0 G -+ 0 .... G a ::a 0 .... '< I~ Cl· ,,,. .., MATCH LINE STA 169+00 <NEW MACARTHUR> f Ntw M4c.4,RrliuR j "'"t>S ~>'~'\' ...,.to"~")>' c,,-.J< '" ~~ --1 lHr • DATE REVISED MATCH LINE STA 168+76 <EXIST MACARTHUR> t;11!f} y " r . ,f I~ -J._ I ,11y., ;, l,;J -·" .. G ~ c:, c::,~ ~::a en _c::, :z: c:: :,,,..>-,......--- -+ 0 N ... m _..,. jl ~ ! :, l ; <: ;ii ••• • :, > ... n ~; C ~•a , -.. ~ . ~t> :, -. -.. • 10 0 •• > . .. '°"'. "' N UI - :::: o I .. 0 c.,, CII ! ~ HZ I .. ~ ii , 0 • ,, , ~ ·} E r -.. 0 ; l " !: ffi .... ~ ~ f 0 ,c u .. z 0 1-<t 1-• 0: Ill ' aw .• -,-~i a: w 0 CJ u <t Exist C13 (Previous Phosel E,clat C18 IPrev ous hoael £,cls!.2.!.gn .,.,, P::-r_e_v~,---ou-s-Phase I [,clst Chomellzera (Previous Phase, Sta 183+12 End Sto 184+-07 End Terrp Roi I l"!'L--=AF/-?rl I Type KI Detol 1 Oetal 1 Detol I For Leoend See Sheet sc-12 '" cou.,, IIOUII 12 Oro 73 23.7/25.5 Ul ~c., ~ -' ~ 2=:::r----- lllGISTIMD CIVIL INOl ... 1~ Bart••·Aeah•u ANHlalN, IH. Two Venture. Suite 550 lrvlne, Collfornla 92111 POOR QUALITY ORIGINAL hist Cll (Previous Phoael hlat C18 (Previous Phoael lat Ped Enclost.re CH L\NE M1'1 884+20 ~lt uN-usl oael lat Strl In revlous Phoset ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1, PHASE 3 SCM..£1 1" • 50' SC-31 -------------------..,....._ ____ --r-____ _J • ,: --8 ---. • End Exist T -8sl1J lngf Tyo (Previous Sta Sta 184 Begin Tenp Rollf f Type Sta 184+87 End Tenp Roll In~ f Type I< I =---:..:~':!-. STA 190+50 <MACARTHUR> ,011 11,ouc,o PLNtS Exlat Te,rp Roi I I fT eK I Previous Stage> Fer Legend See Sheet sc-12 0 2 :, osel 12 Ora 7J IIIOllflRED CIVIL lNDINEIII •• ,, .. -AHl11•a ■ A, ......... , ••. T"WO V■ntur-e, Suite 550_ lrvlne, Callfornla 92711 POOR DUALITY -DR I 6 IN AL Exlat Cl] !Previous Phosel Exist ere (Previous Phosel Exist Ped Enclostre • CH LlNE t,Af..1 884+20 1lt ut-t-USl osel lat Strl In revlous Phosel ,,,,.·· ,.. , ... ST AGE CONSTRUCTION • TRAFFIC HANDLING PLAf ST AGE 1, PHASE 3A SCALE: I" • 50' SC-31A Detol I Sto 191~5 Join [)(1st Strlplno (Previous Phosel MATCH STA 195JNE MATCH LIN£ Sta 191~5 End Tell'P RolltnolType Kl ► ~ -Join [)(1st Tell'P Roi I I no I Type KI I ! (Previous Phasel ,,i"t".:,., r a hist C13 !Previous Phosel r .. ', .. ,,,.,!('·, . ... ... , ···• ..... .. 1 , , , 1 . r, .I I I I I I /. ' ' I ', I I,, I ,; I I I ,r:1 . I; / 1J:t ,,, I /i I I ti I /; ,!, II ...... .__....,,,__ I' ~ I/ I I ''f!',' 'l '' I I I ! I,,~ 1, I '~, I 11,1 1/ I ' §11 f ,, 11 I' ~ I I I I 1,, ,, I ~ a: 1 o Io \a t'O n ,n 10 1 , a: I I I ', I I, I \ 1 1 'f ,, i' 11 I:~ ,, " II I ~ 1n1 1;;; \ I I I ~ t -I _)·,p-:,1 '-\ .. ! . \ \ i • ·- • ' I I I I '\ I I l' •,. I I , LI I t, \1 >-·-_ _ --?- 11 , ' ~ ti·1 \' •• • ---··-~-· ····----.... ··-• o~o, I I I ·l: ·a , :i'J! l'f:'r?:;, 7·, •• ---•.... ~~~-·. ··--·~ ---g I I I • ,;,, •• • --. --. ~ (J i7 1 1 1 , ' ' , , 1 • ---:-~-ti / .i . ~ I I . ('-·, • r t5J I • I I I -.~'.'--/ ~ I ,I ...... ,.·, ~f:J .:::, V) lt.v,cttV\~t:, 9 SEE S\-\ '- MATCH LINE STA 1189+00 SEE SHEET SC-19 For Leoend see Sheet sc-12 MATCH LINE STA 884+20 <CD UN-US) MATCH LINE -STA 892+50 <CD UN-US) SEE SHEET SC-19 12 Oro 73 .c::.---~-~~ MOllllAlD CIVIL ltCII.ClA ,,__ Wl'AOVM. DATI Ba,1 .. -A .. 11••• ANHletM, IH, Two Venture, Suite 550 lrvlne, Collfornlo t2l11 POOR DUALITY • ' a: ORIGINAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1, PHASE 3 SCM..E• 1" • 50' SC-32 I -• .. i .. u I ◄ u .. z 0 -t-([ t- a: l&I ... ~ IA. d a: a: U) oow n. a - U) -u z a: z ([ a: llJ a: 0 C) t-u ([ 9NOTEs Theae Siona ere Required Only If Construction Hos Not Been Stcrted SoutH of Sto It 45+oO l ~e-8 l MATCH LINE <NEw MAclJ1H~~9+00 Exist Strl~ CPrevlous Phase) Fer Legend See Sheet sc-12 ----·-··-----•. - I -==---•,c'-..·~~. MOIST£A£0 CIVIL [NOIICPI DATI BartH·Aacll•H AeHelelM, •••· Two Ventire, Suite 550 lrvlne, Collfornla 92711 POOR DUALITY ORIGINAL I I I I I ,,, I I ., .. I~ I I I ,' I i I I .' I I I V) Exist W741L I !Previous Pl)osel \ \ ;ff, f'l/,' t I 1 . 14,-~,' I I ~_,E..:::xlst R18A (Previous P~ \ }j t' I \ ;; ~ \_ ---• -; I,.~ JI ·'t' !I/ lr., ';7;• I I r : I I /// / i Exist Strlpln ~ !Previous Phosel e,\.. "\)' 1 '-'r-.ct--\\1\'\U\\ ~ E . .'1-\ S Exist W7 !Previous Phosel Exist Strlpln !Previous Phosel ST AGE CONSTRUCTION • TRAFFIC HANDLING PLAt. ST AGE 1, PHASE 4 •• SCM.E: 1" • 50' SC-33 ffi I-t; jg i ~ z 0 ... 1-<l I-re a: Ill .. ow .••:o~ •• 'i§ u <l llf COUIYY IIOUfl 12 Ora 73 c=-• ' 3::C:>? ~ 111:0llllllEO CIVll INOIICIR P\.Mfl #'f'ft0¥M. IMTI BartN·AHllau AHeelelN, •••• Two ventU"'e, Suite 550 lrvlne, Callfornla 92111 POOR QUALITY ORIGINAL Exist Array 'TJ' 125 a,,HJ !Previous Phasel Exist T e PCRI !Previous Phasel Exist Strt~!N_ I Prev I ous Phase, ,, ,......__ -·-' Exist R96,R96A •-!Previous Phasel ... -··-·-ext at C30 ~ ·-~cPrevtous Phaael ---ExlS t Strl Ing_ (Previous Phaael ~,. Sta 166+95 Be Detal I 278 Sta 161+50 Be Detal I 311 Detal 1 9 Detal I 21 ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1, PHASE 4 SCM..£1 1" • 50' SC-34 • • ,Sta 170+34 Beo TelJ1) Rallln_9_ !Type K J lhpe Kl Detal I Sta 175+14 End Telll) Ralllno !Type Kl Fer Leoenc:1 see Sheet sc-12 AOUTI 7J ~ ~ .. ~ ~• I • C ~!,__.::> - IIEOISTEIIED CIYIL INDINEER l'\.Nd N'PffDVM. a.,, •• -Aeoll••· ANHlelM, .... Two Ventu-e, Suite 550 lrvlne, Collfornla 92711 POOR DUALITY ORIGINAL --. § ~ Q::- cJ ~ ~ ~ ..... ~ ' ~ ,to,, ~c,'\ '\_,f:> .... • ST AGE CONSTRUCTIO~~ ... TRAFFIC HANDLING PLPJ ... ST AGE 1, PHASE 4 SCM.E: 1" • ~o• SC-35 ----------------.----·· ~· ... _____ ..,.... ________ _ ffi ... f f d z 0 ... .... <l .... a: a: Ill 9 0 UI ! --;~~ ... ·a: UI 0 C) u <t Exist Exlat Cl3 !Previous Phase) Exist Chornetlzers I Prev I ousPhaHI Exist cu (Previous Phase> Exist Ch<lnnellzera IPrevlous Phase, --7·-- I ,, ',, ,, {II LINE STA 190+50 (MACARTHUR> Fer Leoend see Sheet sc-12 I) , .. , l IIT COUNTY IICUTI 12 Ora MOIITIEMO CIVIL IENOINEIII 1'1.#ft #f'flOVM,. •• ,. ... .t ...... ANNlel ....... Two V«1tt.re, Suite 550 lrvlne, Callfcrnla 12111 POOR DUALITY ORIGINAL Exist CU lPrev oua Phaael Exltt CU (Previous Phoaet lat Peet Enclose.re CH L\NE. M~1 ss4+20 ,1~ u~-USl .. , let Strl I revlous Phase> ./.· _.,.,.-✓- , .. .....---~--:-::: ---. STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1, PHASE 4 SCAL.£1 r • 50' SC-36 •--· t--+--tExlat Terrp Roi I Ing fT !Previous 0 Sta 191+55 Join Exlat Strlpl t f !Previous Phoael ! ; I: ' I ... u i ~ ... z 0 ... l-et l- 15 ... ~ "' • C, . a: a: u, 0 0 UJ n. 0 ... u, ... u z a: z ~ 2d~ ... u ct Exlat Cll IPrev ous Phase) MATCH LINE MATCH LINE STA 1189+o0. SEE SHEET SC-19 Fer LIOend •••-Sheet SC-12 rNt ltt'nuC£D Ill »1!11 ... MATCH LINE STA 884+20 <CO UN-US> MATCH LINE STA 892+50 <CO UN-US> SEE SHEET SC-19 Ill tOI.NlY IIDllH 12 Oro 73 .::...... ..... .---.~~ IIEOllllMD CIVIL INDIIC[■ Barl1■·Atoll••• AMHlal .. , IH, Two Vent1.r•• Sult• 550 lrvlM, Collfcrnlo 92111 • ' a: POOR O UALI TY ORl61NAL •- ST AGE CONSTRUCTION TRAFFIC HANDLING PLAt. ST AGE 1, PHASE 4 - SCALE1 1" • 50' SC-37 ffi .. ~ ~ IL I d ◄ u .. z 0 ... l-ei: l-a: a: Ul :8~ • -i~ 0 c.:, u <I Exist Clll2 MILES>• --,Prev I ous --P;-.;h:;.a;-;se.i1;----- Exist C17125 W'HI (Previous Phase! ----=-xl_LW4~5 MPH I. !Previous Phase! <NEW MACAR~Hi~~+oo Exist Strl I !Previous Phosel For Leoend See Sheet sc-12 \ \ \ \_ __ _ <. ;.: / :1-,. ./ ,' I , /; /II . / / Exist RIBA I Prev ,1 ous Ph<i~ Exist Strl I ~ (Previous Phasel • 6\.. \JO' f).C tt-~ 1\-\\.l~ ~E_-,_\S'1 '-' I I fT1 I>< - Ill COUNTY IIOUfl l'Olf NIUI tOlM. NIO.-Ct 12 Oro 73 -=::..-,._-I ~ ?::s::-, .... MOIIJEIIEO CIVIL l[NOlt«PI l'UNI N'f'RIJYM. DAfl ... , .. -AHIIIH■ A ...... , ... , ••. Two venture, Suite 550 lrvlne, Collfornlo 92111 POOR DUALITY ORIGINAL Exist W7◄(L I !Previous Phosel Exist Strlpln (Previous Phosel ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN ST AGE 1, PHASE 5 SCH..E• r• • 50' SC-38 • z 0 ..... ~ t-~ ~ t1 a. a ... ~ ic ~ Cl a: W a: 0 C, t-u er l .. ss2+2s L\NE S"' M~TC\"I tMB-8l For Leoend aee Sheet sc-12 ... c. ... ~ ~ \'\t Exist Arra 'TJ' tPrevlous Phase) Exist T e PIR) !Previous Phoael Exist Strl In !Previous Phase) ' ,.,----E~lst Strl I II I tOlM lY IIOUH 12 Oro 73 -=---· ""-. :2::::5'--------~. lllOIITEMD CIVIL £MIii~£~ Pl.NII ~Viii. IIIITI .. ,, ................... , ... , .. . Two Venti.re, Suite 550 lrvlne, Collfornlo 92718 POOR DUALITY ORIGINAL • !Previous ·Phosel ST AGE CONSTRUCTIO~..a TRAFFIC HANDLING PL~ ST AGE 1, PHASE 5 , _. SCH..E• r· • 50• SC-39 a: ... u i ◄ u ... z 0 d 0 ~ en- lOO:: .... ::> :c <(I- t-0:: Vl4 u w-ct z::::f Sto_169+93 Be~ Telfl) Roi I lnc;i I Type KI s.to 171 +1 ◄ Beg TrQfl~s._,..,,,_-.,.,..,, Bec;i/End Te,rp Roi I lnc;i ( Type KI For Leoend see Sheet sc-12 DIU CCJlNfy ROUfl 12 Oro 7J -=----\ ~.>:::s:::--::: flt:OllftMO CIVll INOlt«lR Bartu•Anll••• AHaalatM, •••• T1110 Vant\re, Suite 550 trvlne, Collfcrnlo t2111 POOR DUALITY ORIGINAL SCA1.E1 I" • 50' SC-40 •·· ' .. u l C u .. z 0 .... <l .... 15 I-~ ... . ~ a: a: Cll cow n. a ... tll ... u z a: z (I a: UJ It O Cl I-u <I ... L .. CII fPrev I oui-.P"'"ho_s_e_,, STA 190+50 , (MACARTHUR> rn.a •r~rn Pt ANS. for L•Oencf see Sheet sc-12 ft J Exist Arra~ /(Previous Phase> Exist SI n <Previous PhoseJ Ill L"'-NI I 12 Oro NOIITER£0 CIVIL EMOlt«[R Berto ■•AacllmH AHeol ■IN, lea, Tiwo Venture, Suite 550 lrvlne, Collfornlo 92718 1 CH L\Nt. MA 88 4+20 1lt UN.:.US) POOR DUALITY ORIGINAL ::-:---'E~x.:...;I st CI J !Previous Phase> Exist CIS ST AGE CONSTRUCTION TRAFFIC HANDLING PLA. ST AGE 1, PHASE 5 SCIL.E: I" • 50' SC-41 a: cc Lil .. I-~ ~ f C,. <C u .. z 0 -1-([ l-a: a: Ill DOW .. , o- i • .. ·:··.-u .. ·.·~~ , 0 l.'.) L) ([ _Exist Strlpl_no !Previous Phosel I I j I ·~~; >i L a, -:z:: J! ,u / I I I I I I I MATCH LINE STA 1189+00 SEE SHEET SC-19 For Leoend see Sheet sc-12 n • , MATCH LINE STA 884+20 <CO UN-US) MATCH LINE -STA 892+50 <CO UN-US> SEE SHEET SC-19 DI If CDL91Jy IIDUJI 12 Oro 7J rot NLU ,o,M. l'flll.CU BarlH•AHII••• AHHlalM, •••• Two Venttre, Suite 550 lrvlne, Collfornlo t2lll • ' a: POOR OUALtTr ORIGINAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN ST AGE 1, PHASE 5 SCM.E• 1" • 50' SC-42 I -•. a: I .. u i ~ u .. z 0 .... <I .... ffi .. ig I&. . 0 a: a: Ill cow n. a ..... VI -U z I[ z <I I[ UJ a: 0 Cl ... u <t [,clst C13 ~, p"",--•-v...,l_ou_s--,Sto<ie1'--~ "4 ,oi. A[OUC[O PUNS For Leoend see Sheet sc-12 0 l Oetol I Sta 137+80 Beo Terrp Roi I I no ( Type KI 12 Oro 73 REOIITEA[O CIYI~ [NOll€EA BerlH·Aeoh•H AeHolelH, l••· Two Ventur'e, Suite 550 lrvlne, Collfornlo 92718 POOR DUALITY ORIGINAL •• ST AGE CONSTRUCTION TRAFFIC HANDLING PLAf'. STAGE 2 · · SCALE: 1" • !>O' SC-43 r,, • ..,,., ... .... i a: ~ .. ~ u i .... . c:, ,c u .. I.LI z· ...J ::c u t- ct :::! ~-~Exist C1J I Prev I ous StoOel'\,_ ___ Exist C18 '\,_ !Previous St~. ',~ ( ·g .. Sta 12+72 Bea~rTP. ... Ro I I I no I Type K I - .. --, ... of +-GI VI I- ~ --- NOTE1 Refer to E-29 for Bison Ave and New MocArthUr' Blvd Siona! Pion. For Leoend see Sheet sc-12 "°'' Milli 12 Oro 7J .::::::---~\~~~ AIOIUIA£0 CIVIL 1iciiiii Bartaa·AHll•H AHHlalH, •••· Two Vent1.re, Suite 550 lrvlne, Collfornlo 92l11 POOR DUALITY ORl61NAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCALE: 1" • 50' SC-44 I••- . . 1k ~ l .. u l < u .. z 0 .... t-el t- CIC ~ ~ I&. d a: a: in oow n. 0 .... in .... u z a: z Cl a: W a: 0 CJ 1-U Cl r011 R[OUC[O PLAHS For Leoend see Sheet sc-12 0 151 COIMll 12 Ora 7J REOIST[IIIO CIVIL [NOi Barl•■·Aull••• A ...... , ... l■e. ( Two Venture, Suite 550 /Vflf lrvlne, Cal lfornla 92711 Af4c4R rlflJR J POOR DUALITY ORIGINAL ·- ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN. STAGE 2 ·• .. SCALE: I" • 50' SC-45 f"'I I 1 "",-. "'t ◄ 0 .. z 0 '• . ·. ~~-./ \ Refer to PU!(]~,·., ' for StrlplnQ For Leoend See Sheet sc-12 Ill COUN1Y ROUH l"Otf Milli lt«lf IOIM. IOI"'-NIOJ[Cf NO. -Ill 12 Oro 73 23.7/25.5 30!1 !i'iCo .c:::::..-,.,~--~ IIIEOISl[R[O CIVIL lNOINllR lartoa-AacluH■ AaHalalH, •••· Two venture, Suite 550 lrvtne, Collfornlo 92118 POOR DUALITY ORIGINAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCM.E: I" • ~o• SC-46 •·-· • I t; i :J ... ~ ... <I .... 0:: f! ~ ~ d a: a: l/l OOUJ n. D - 1/) -u z a: z <I a: w a: DC> ... u <I 0 ':? a,-- U,0:: .-::> :c cu- t-0:: V,,c( ., . •• .... u W4 z~ . , 170 1 Sta 16~~0-~~9..,_ __ _ Terrp Ralllno IType Kl 5 ., i ArraL!.!'.. I~-'--'----'--- Sta 173+52 End Terrp Ralllno IType Kl For Leoend See Sheet sc-12 FCft REDUCED PLIINS o .··.--:, •::, <.·:·::• • .. ' -. . ......... . 7 Surface Mounted Channellzers at 50' Spaclno \\ 12 Oro 73 MOIITIIIIO CIVIL ENOIICIR Barl-■·AHIIMH A11eolelH, •••· Ti.o Ventu-e, Suite 550 lrvlne, Collfornlo 92711 POOR DUAl,ry ORIGINAL '>, () 'to'l-, '\ '\~ -0S"' s \. STAGE CONSTRUCTION TRAFFIC HANDLING STAGE 2 SCALE: 1" • 50' PLA- SC-47 >-Ill ~ > r !i :i ffi ... ~ ~ f d c1 ... z 0 0 I ~ ~ • 0 I I I I 1 _,, , , t I , , ,, . _.: I ,, ·;. / , .. Sta 183~2 End Te Rolllno (Type Kl ---.. ·---- sc-12 Provide Ped Enclosure Under ridge Const to SI I Modification Pion E-21 I I 12 Oro --=-----. ----, . Af:Ollf[MD CIVIL [NOINt[R Barto••Aechlftan A111olat ... I••· Two Vent1.re, Suite 550 lrvlne, Collfornlo 92118 POOR DUALITY 0Rl61NAL ,..,,,.._...,......E ___ x_l-e's t CI 3 (Previous Stoget Exlat C18 <Previous Stooet Provide Ped Encloa1.re /Under Brldoe Const , Sto 103+oO Be 1 Striping !_Roi I I~ C Type KI vlous Stooe) De _.. H L\NE t>.1C884+20 1li uN-us> 'TG' Sta 107+15 Beg Te!!e Roll I no (Type K) ST AGE CONSTRUCTION TRAFFJC HANDLING PLAN STAGE 2 SCALE: I" • 50' SC-48 ... -- • • i I .. u i ~ .. z 0 ..... ... (l l- 15 t-~ LL . c., a: a: U\ cow n. a ..... U\ ..... u z a: z (l a: w a: 0 C) ... u <I • ' er Refer to PD Plona' for Strlplno MATCH For Leoenci See Sheet sc-12 FOfl ll[DUC[D P\.N4S 0 1 ••••• -• I ' MATCH LINE STA 884+20 <CD UN-US> n 0 C z c!: V\ MATCH LINE STA 892+50 < CD UN-US> 12 Ora 73 Barl-■·Aeoll•H A, ... ,,, ... I••• fwo Vent\re, Suite 550 lrvlne, Collfo.-nla 92111 POOR DUALITY ORIGINAL • ' er ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN. STAGE 2 .· SC-49 z 0 I I ·, I • ' \ \ \ ·, · ... . •. ·,. ·, \. ·, -._ ' For Leoend See Sheet SC-12 n , MATCH LINE STA 892+50 <CD UN-US> 1st COUHlf IIOUTI 12 Oro 73 ..:i--_..,_~-~--- MOlll(AIO CIVIL (NOltE(R PUHi illPPROVM. a.,, •• -Aeoll•H A ..........•••. Two Venture, Suite 550 lrvlne, Collfornlo 92111 POOR UUAltTY ORIGINAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SC1'l.Er I" • ~o• SC-50 .. -.. i .. u i ~ .. z 0 1-<l l- a: ~ ~ IL . 0 a: a: 1/l oow 0. D .... 1/l .... u z a: z <I a: w a: 0 0 I-u <I ,v:.;;,r11 • •• .. .. •. . . . NOTE: s1or,01 at Brlatol St South and Jont>oree Rd Sholl Remain Operotlonol at All Times ourlno Construction. ·--·-- For Leoend See Sheet sc-12 roi. MOUC[D PUN$ 0 2 ·--. MATCH L lNE ST A l 84+50 JAMBOREE I Ill CQL.-11 NAIii. 12 Oro 73 rut1s IW'l'ROVM. Barlo■•Aaoh111H ANHIIIH, IH. Two Venture, Suite 550 lrvlne, Collfornlo 92111 POOR DUALITY ORIGINAL w w V) ST AGE CONSTRUCTIO~~ TRAFFIC HANDLING PL-,._, STAGE 2 • - SC,-i_[: 1" • 50' SC-51 ◄ u .. ' \ ·--·--,-t--: , I NOTE1 Slonol at Jont>oree Rd and Bayview Woy Sholl Remain Operotlonol at All Tin-es DurlnQ Construction, fer Leoend See Sheet sc-12 IIOUTI 12 Oro 7l -= ,7"?:;:5 ·~ 111:0IITEllfO CIVIL lNOINHII Barte11•Aacll•H AaHclal••• •••· Two Venture, Suite 550 lrvlne, CollfOl"'nlo 92111 POOR UUALJTY OR/6/NAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCH.Es I" • 50' SC-52 • I .... - --r---r-------------------------------------·······--·--·· " I a: :I "' ... ... ~ 0 i II. d ◄ u .. " 1210 c( ... -V')~ - ,. Ir ·--· al ........ . ► --.... lLJ z ··-·· -. ------• ~1 i: tH~ I ~;1::u .. ·.: l• -~!f: fL 2 J 4 •-••••••• ••-u• •••••-• •• • --••.•. --.:••-••••••••--••••-•• •--••••••••-••-• ____ c,;_::~r-;~~-~r:ff~"""'-· i~~:·µ! .l~~-! .. :--·:" -~--~ ~--''~"!t ~---· ~ Type ) "'"'A~r~ra=y~---~ ½to 1U2+15 End Traf)~ ...J Q. '-,Sta 1215+85 Beg Trans 6 7 Detal 1 12 8 Detol 1 25 ,,~l-:-u ··:;rn~(,1 ••• 12 Oro 7J MOIITIRt:0 CIVIL OAJI ,.,, ... A .. 11111 .. AHHIIIM, , ••• Two Venture, Suite 550 lrvlne, Callfornlo 92711 r· Detal I 278 J ·, ''•···•··-·· ·.: ~J ,.·: ,.,,_ "' 4 -----_J .!.:Uf~~ ... r=> :r u .... -ct ~ Sta 1223+82 B~ Trans) End TelT1) Ralllno (Type Kl iL_.J:~:~i~:,,~~r~2~~:~~!t5~.~=-... -.. -.-.. -... -.. -.-.. -.. -... ,-.-.. -,~:::~:.::~'.:,,:'.:,~.~2'.:1_1'.:._+5~ ... :::.~:: .. ~~;:;.~:.~:~;:;:._::.R~:;.'.;'·::L~~~~=c~ .. !Y=. .. -;~~l~=.~~~::;::,.-;,.::.:;_,"'.;;;,-:-:;,~.,::-: ... ;~ .. 7:.7'., .. ;::::., .. ; .. :::.J ... :::-.-; .... ;-.. :::;-.. ~ ... ::, .. ;:;: .. ~ .. ::-:: .. ;:::: .... '-:;-.=;;::: .. ::::,.,::::: ... -~ .. ~[.,~,R~.~~.w;:.:··~.:.;,.;c;:::· .. ·:.::: ... c:;-' ... ~.--~--; .. 7-... -::-;.,.---;,:-::,::::--.::-.~ .. ::;: ... ~·.-:::: .... :--:; ... :::; ... ~ .. :::-... :;-'. .. : .... -.::: ... ·::;:: ... -:-.. '.':; ... ;:-;._-;:-:: ... ::-: .. ~ ... ::::.::; .... ~ .. ;::; ... :;-; ... ;::;._:-: .. ::-.. : .. :; .. ;: .. :::;.t._;:.: ... : .. :; .... ::: .. ~ .. :;-;.::-; ... ;;.::::: ... ; .. : .. ; .. -;;_;::: .. -::; ... ;.-;.: .. ~~~ .... ::-.,.-;::, ... :-::-.. -:;-,:::;..:;::;c:;,,::-.~ ... :;;-.. ;.: .. -;;: .. -:;;.,,..;:;:._~-"::-'';::,:..; .. ::;;-. .,,::-.a,:-:::.,.;-: .... :-::._--;.;::-, .. -;--,::;;,,.,~, z 0 t-<I t-a: er Ill oow Cl.□-­Ill ,.... U z a: z Cl a: W a: 0 C) t-u <I BR I STOL st ti Fer Leoend See Sheet sc-12 ,011 REOUCID PLNtS 0 ' 2 I iT l!H.L!i 11~C :..:i Trj[J 1 ;,iifii STAGE CONSTRUCTION TRAFFIC HANDLING PLAN. STAGE 2 , . SCM.E: 1" • 50' SC-53 i ~ ... z 0 Cle ..., I-~ LL . C) ct I- Vl w z _1-c:, . ,_ :::c c:, u c:, I-ct ~ Fer Leoenc:t See Sheet sc-12 llf COUNTY IIOUTI 12 Oro 7J c=-.~~~~ 11£0lll[llt(O CIVIL [NOl .. 111 l'\.Nfl ---- llerle11•Atcll•e11 A11HlelM, •••· Two Yentl.re, Suite 550 trvlne, Collfornlo 92111 POOR DUALITY ORIGINAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 0 l N • N 0 .. Ill SC-54 0 z w ..-..--r------_,;_.------------------------------·· ~ ct ~ a: a: Ill oow (LO .... 1/) .... u z a: z ct a: w a: 0 C) ~ u ct E>Clst Cl3 :-:I P::--r-e,...v·i-ou~s S~ Exist C11131 !Previous Stooei', ." ---~ ' Exist C18 '"- 1:-:P.--r_e_v-:-I oua Stooe1'---. '-,, ""'' , .. ··, ',. ', ..... , • ~~- _frut StrlQJ.ng !Previous Stooel ror Leoenc:1 See Sheet sc-12 ,011 lllDUC[O PLNtS o ... ro,,.. .. ,,, •"" •• ~ ,, •• ..,,...,,,~.-I 2 I l I Exist Tel11) RolllnQ !Previous Stooe1 :c u I- <( :E 12 Oro Barl•■•Aecll•n AHHlalM, l■e. Two Venture, Suite 550 lrvlne, Collfornlo 92111 POOR DUALITY ORIGINAL STAGE CONSTRUCTION TRAFFIC HANDLING PL,. STAGE 3 . •. .·' SC.-a..E: I" • 50' SC-55 • t 0 ' ~ z 0 1-(1 l- 0 ~ > IS! w ~ 0 a: a: Ill "".' 0 UI /} • a .... --~~ __ __;Exist Ct'3 I Prev I ous· S tooe>'-~ ___ E,xlst C18 I Pr ev I ous S to(Je I'-"' ,. g( ,, ,, ·! ., .. :, " .. · •• ' Exist R96,R96A (Previous Phase'\\ Exist Strl~ I Sta(Je 2 I ~--,, (Tl ~ CX) l"'l .... -~ ~ t- Vl . ___ ·.~ ---~--::.:~~i\'(;.;.::.::-:::= ',> •• .... ,.-, .. ·.::· • •••• Exist Arra .--·· -!Previous Staoe> 4 Refer to PD Plans for Strlpln<J ·-------------. Type PIRI 12 Oro 73 -=---:--a .. ~------ ll[Ollf(R[D CIVI~ lNDIIC[R Barloa·Aecll111H AHo•l•I••• •••· Two venture, Suite 550 lrvlne, Collfcrnlo 92118 POOR O UAL I TY ORIGINAL ----------- ~ - ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCM.[1 1" • 50' SC-56 ·--·--·-·-----------=~:-:;:;;:-.;;-::::;---;;----.--,----,---,---------,------,----_J r~ "r~trrn pt~ n :P Fer Leoend See Sheet sc-12 :, -a~ >-GI -~§ 0 ~ . t~ ~ I••. e: i J .. u 1 ~ .. z 0 -... <I ... ffi ... ~ I&. d. a: a: 111 cow n. 0 ... Ill ... U z a: z <I a: w a: 0 C) ... u <I . /__,J,~~s,." ss2+2s M"1c\-\ L \rSs-8) For Leoend See Sheet sc-12 ,011 11£DUC£D PLN4S o a Refer~ for Strlplno \ \ \ I I \ I I \ I J ,., •• ti.uui••· 12 Oro 73 -=--~==-=, IIIOIIT£R£D CIVIL 1NOIIC£R Bart••·Aeclu•H AHHlalH, IH. Two Ventur-e, Suite 550 lrvlne, Col lfarnlo 92l111 POOR DUALITY ORIGINAL •· ST AGE CONSTRUCTION TRAFFIC HANDLING PLAfia. STAGE 3 W, SCALE: 1" • !>O' SC-57 ffi I-~ ~ f d ◄ u ... z 0 .... l-ei: :c a: Ill " 0 W a .... , "-U .~ ·~~ , 0 Cl u Cl Fer Leoend See Sheet sc-12 IU COUHT IIOUTl 12 Oro 7J ----~ 7:::::::::P MOllflllfD CIYI~ [NDIIC[R PUNS N'f'flDYM. OAfl ■•r•••·AHII••• ANHlal .. , 1••• Two venture, Suite 550 lrvlne, Collfornlo 92111 POOR DUALITY Refer to PD Plans for Strlplno ORIGINAL . STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCH.£: r• • 50' SC-58 •· -· I • I IC I .. u i ~ .. z 0 .... 1-([ l- m ~ "' • c:, a: a: Ill cow 0.. 0 .... ~ ic ~ ([ a: w a: 0 C) I-lJ ([ 0 «,? a,-- tDO:: .-::::> ::J: ,co- t-0:: c/)4 u W4 Z2 -_, ]I: w ::i:z u ..... ... 4 2 and Refer to PD Plans for Strlpl09 Q L +-VI i I- Refer to PD Plans for Strlplno Surface Mounted Chonnellzers ct 50 Spaclno C2C31 Type Nl31 \ For Leoenc, See Sheet sc-12 0 J I Detal I 278 and Tenp Detal 1 25 Detal 1 12 g L I- 12 Ora 73 -=--_, ~ ~·· -~ MOIITlM:O CIVll. P«ll!Clll Berl•••AHl1111H A1HelelM, l••· Two Ventur-e, Suite 550 lrvlne, California 92111 w z _J "" § iE ~ 0 ~ ~ ~ POOR DUALITY ORIGINAL \\ '~, 0 \ '1, ,'o ''\ s,(,,,~'-\)s,,, ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN. STAGE 3 _ . SCALE• I" • 50' SC-59 l"'I I ' "l 'Y "'t • MATCH L HIE STA 1174+50 I f 39 ffi .. ._ n i1 .. ........ --.. ···-----9 ·-~------- For LeQend See Sheet sc-12 I \ l 38 1ST COUN1Y l'OSt NILU 12 Oro 73 ----•• "t'"', .'J::: ~ -~ lllOIIT[MO CIYIL INOlt«[" • ., .... AHhMH A ............. . Two Venture, Suite 550 lrvlne, California 92111 POOR DUAL/TY ORIGINAL Detol I 25 Detol 1 278 SC-60 .---r--r---------------------------. IC -~ •--... I .. u i • 0 .. ... I-Cl I- ffi ... ~ I&. d I§~::: 0. 0 ... \ll ... u z a: z Cl a: W a: 0 0 1-U Cl • ' a: MATCH STA 195JNE .... __ / (I , '1',, rl-d~';t-···- 1 I ~--,. ·--I -, __ I I I I r-, I I I I I I I I ,.,, ,, I IH I I I~ ;~ I I I I I ' I I I I (II 11 I I I 1:~:/ I II I I t', ,, /, ~I 1 , , ~ , , I ~, I I i I 1 /,;,,,: /.:a:, ~ I I I I •• I I I '1' I I I I MATCH LINE STA 1183+25 n • r 0, •:::::::::::: :: .:::::o::::: ;- a, MATCH LINE STA 1189+00 For Leoend Se• Sheet SC-12 rOft RCOUC[D Pt.,NS 0 ........ _.. . MATCH LINE STA 884+20 CCD UN-US> Oetol I 25 Oetol I 27B Oetol I 36A ::.:: n 0 C z c!: VI (:: MATCH LINE STA 892+50 C CD UN-US> 12 Ora 73 •• ,, ... ,. ....... ANHlalM, •••. Two Ventu-e, Suite 550 lrvlne, Collfcrnlo 92111 Refer to PO Plona for StrlplnQ • ' a: POOR DUALITY ORl61NAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN. STAGE 3 . SCALE: I" • ~o• SC-61 Sta 199+<>5 Be Trana Sta 200+05 End Trana MATCH LINE STA 1189+oO ---- ...... Oetal I 36A Sta 1190+00 Beo Toper MATCH LINE STA 892+50 <CD UN-US> -------...t,-~':'."l-,.._=_ s:rT-rr-T""'!"'- --~-0 ' --., I I ✓ , .. .... ,,--- Ill CCUlfY IIOUTI 12 Oro 73 L.. ......... MOllflMD CIVIL IN01Nll~ .. ,, ... ,. ........ ,... .. ,., ...... . Two venture, Suite 550 lrvlne, Collfornlo t2ltl POOR DUALITY ORIGINAL Refer to PO Plona for Strlplno Oetal 1 25 ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 sc1i1..c, r· • so· SC-62 ·For Leoend See Sheet sc-12 --------~-.:.=....::.:.:.:.:.;.:_:_:_: __ ~----:_;_-------------r------,r------- r--.--y-----..;.._--------------------------·--····---· z 0 ... <I ... 0:: 0:: Ill oow 0.. 0 ..... '° ..... u z a: z <I a: w a: 0 0 ... u <I Refer to PD Plans for Striping FOR LEGEND SEE SHEET sc-12 r011 lltOUCCD "-ANS O 2 \ '· \ ,, I \ Detol I 9\ \ J MATCH L lNE STA 184+50 JAMBOREE 12 Oro 73 -=----· -;-, . :>:-5::--. MOIITIMO CIVIL PGIICP Bart••·Aeoll•aa ANaalatM, •••· Two Venture, Sult• 550 lrvlne, Callfornla 92711 POOR DUALITY ORIGINAL -------------------- -----·-···------------=-~--- ST AGE CONSTRUCTION TRAFFIC HANDLING PLM·•. STAGE 3 SCH.El I" • 50' SC-63 a .... .... 4: .... a: a: Ill ,iii 12• White Chevrons 150' Typ Spoctnol 9 Trans/ tooel -· --...... -· ... ---.. Oetol 1 38 Sta 175+50 End Trans Join Exist Strlplno 174+'8 , / / I I I I I I I I I I I Fer Leoend See Sheet SC-12 IIT CCll.HfY 110UTI POI Nil I 12 Oro 7:S ~,-, ~2::::s ., AIOIIT[AID CIVIL [M(IINl[R DATI larln·Aao•••• AHHlalM, I••• T-o Yenti.re, Suite SSO lrvlne, Collfornlo 9Zlll POOR DUALITY ORIGINAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCM.E1 1" • so· SC-64 • •---I • z 0 ... .... Cl t-a: a: Ill cow 0.. 0 ... Ill ... U z a: z i~~ t-U Cl ~E.Qetal I 278 Detal I Detal I Detal I .................. , ..... ,. .... ,,,. Sta 1212+15 Join Exist Striping lPrevlous Staoel _, Q. BRISTOL ST N- Fer Leoend see Sheet SC-12 FOIi IIIOUCIO l'LNfS o t\o,,.,. .• , «r .. r ,~ .. , ~• J I Exist Strl I lPrevlous Staoel iT 12 Oro 73 MOIITIMO CIVIL INOIICIII OATI larlH·AHll•a■ ANHlalM, •••· Two Ventire, Suite 550 lrvlne, Collfornlo 92111 ---------- STAGE CONSTRUCTION TRAFFIC HANDLING STAGE 3 SCALE• 1" • 50' PL~ SC-65 ► CD I r For-.Leoend see Sheet sc-12 0 C ~ IIOUfl 12 Ora 7.1 MOllflAEO CIVIL lNOII.Elll BartH•AaallMH AaaaalalM, •••• Two Venture, Suite 550 lrvlne, Callfornlo tZlll l'VDR UUALITY ORIGINAL m ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCM.E1 I" • ~o• SC-66 • I ' I I • • ,--...--,------------------------------------·-·----·--- z 0 l-et l-a: a: tll cow Cl. a ... 111 .... u z a: z ct a: w a: 0 C) t-u ct Exist C13 revlous Staoe> c:so Sta 130+50 Be For L•oenc:1 ae• Sheet sc-12 FOIi ltl:OUCIO Pl.AHi D • • •• • • • .. ,.-,-• I 2 I J ' c:so c:so Detal I 2TB Detal I 29 Detal I Detal 1 Detal 1 Sta l3T+t2 Beo Terrp Ral I lno (Type ~, 12 Oro 73 l■rtH·A■cll■ .. ANHl■IN,IH. Two Vent~,. Suite 550 lrvlne, Collfcrnlo 92111 POOR DUALITY ORIGINAL STAGE CONSTRUCTION TRAFFIC HANDLING PL""Ja STAGE 4 ., SCM..E: I" • ~• SC-67 .. z :c u l- e( ::E Arra ,4•WhlteSt Relocat I Type KI From Pr ~ !Previous Staoe> Type IVCLaR I nd Remove Pavement Le end Detal I 27B a• White StrlpeC95' > Detal 1 29 IVCLaR> NOTES Refer to E-30 for Bison Ave and New MacArthur Blvd Slonal Pion. For UOend He Sheet SC-12 ----------- 11, tcu.n NlUTl POI Mill 12 Ora 7J --•--r'-..2::::., ---- MOllfOID> tl'IIL lNOl .. 111 l'UNS N'f'f/1/JVM. DA ft •• ,, .. ·AHII••· A ..........•••. Two Yentl.Te, Suite SSO lrvlne, Callfornla 12711 POOR DUALITY ORl61NAL • ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 4 SC-68 ·----·····--·-------------=•~--~•r:::~~-= .. ~-~.~--=---~---:----:,---:-------•----------------"T"---------,r---------J • l \,AS-6 l Refer to PD Plans For Strlplno MATCH LINE ST CNEW MACAR~Hi~9+oo For Leoend aee Sheet sc-12 ,.. ............. .,.,,..,r • .-..... ,,.,,rr I l ' TB Refer to PD Plans For Strlplno Su-face Mounted Channel lzers • so• Spaclno Refer to PD Plana For Strlplno 12 Oro 7l -=---.. --:-, ?=--_"i ._, IIEOIIYIM:D CIVIL INOIIClll lerte■•Aeol11H■ ANHl■IM, •••· . Two Y1nt1.r1, Sult■ 550 lrvlne, Col lfornlo 92111 <ti<· POOR DUALITY ORIGINAL • ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 4 • SCALE• I" • ~O• SC-69 ffi 1-.. g ~ lL I d c u .. z 0 -1-<I .... a: a; Ill .•. 0 UJ . ;•t.•_, :,') ..... .•• ;!i . a: UJ O Cl u <I Refer to PO Plans For Strlplno I I \ \ l Exist 1Prev1·ous Staoe> ·~ .. ." For Leoend aee Sheet SC-12 \l \. ~~ \A~c~~~ IIOUTI 12 Oro 7J _...___ ...... ~~­ IIIOISTEllt:O CIVIL ENOlt.E[~ OATI Bart•■•A■oll111■11 AaHolat .. , •••· Two vent1.ro. Suite 550 frvlne, Collfornlo 92111 Refer to PD Plans For Strlplno- POOR DUALITY ORIGINAL -:i~\;,--... ' I _.-(~{% ·I' . \. Sta 861+30 Beg T~e.!ng eo Terre> RciTT I no 7 Type K 1 \ ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 4 SCH.Et 1" • 50' SC-70 i I i , I I•• .. I t; i ◄ CJ ... z 0 1-<l l- ffi ~ IL d a: a: v, cow n. 0 ... Ill .., U z a: z Cl a: W a: 0 c.:> I-u <l 0 i CJ'\- U>O: .-::, :c ◄t-t-0: V)ct u wet z:::E -..JJI: UJ :cz u--t-ct :::E ... --·' .•;. . ... Exist C2,._,12w>'=--:,...., /,{xistType NI 2 > !Previous Stooe> Exist Previous -------0 0 NEW MACARTHUR 2 J .. , __ _ ••••··· ••• --.. :.·::--:::.:··..-; .:~--~.":"ii~~-t~:::~.~~ -----~ R/W Surface Mounted,...,..,,_,,--:-- Chonnellzers 9 so' Spoclno ,· .... --BLVD -4 = = •• ---.... Exist C213> · • Ex I st r·y"'~p~e..._N_l_,,3,__> / !Previous Stooel 0 0 0 0 0 0 ··1-:/.' ~-".': -. Exist Str1Q.!!1SI !Previous Stogel Fo..-L•o•nd see Sheet sc-12 0 2 0 73 --=---....... ~ RlOISTERlO CIVIL INOIN(flt B■rtoa-A■o11111aa Aaaaolala1, IH. Two Ventc.re, Suite 550 lrvlne, Collfornlo 92711 POOR DUALITY ORIGINAL .... ·- SCALE: 1" • 50' SC-71 c1 I- z 0 -1-4: l-a: er: 1/1 oow . -0.. 0 .... • :")~it~ ·.;., 't a: Ul : OC> . u 4: • 120 ·- . , STA .. ..... . : .·· r ◄O 9 ;: ..... ~ 1174+50 \ ' ... I\ f l ~ ~ I \ . I I \ " ,::-' I ,. \ 12 Oro 73 -=-.... -~ .. ,;:-;--. >· 111:0IITllltD CIVIL INOIICIII BerlH·A1oll111H A11HlelH, •••· Two Vent1.re, Suite 550 lrvlne, Callfornla 92118 hist WIHU / !Previous Staoet I Exist Strl In -----:;;..-?V !Previous StaoeJ I Detal I 27B MATCH L\NE. SlA 884+20 lCD UN-USl POOR OllALITY 0Rf6JNAL ,•j,,, . ., ,,,,,.,f:=:~!:i .• .. •" ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 4 SCA1.[1 I" • so· For Legend see Sheet SC-12 SC-72 • --------------------------,r;;:,,..--...-::; ... ~.,.~rr'iin:"'i1>1;;"..,...,;'t--~n~=~=-=: : ~ , = ~ ~ : _ - - - - - - - - - - - - - - - - - - - - - r - - - - - - - . , . - - - _ : ~ ~ ~ - J ◄ u ... z 0 -.... <l .... a: a: Ill cow Q. 0 ... Ill .., U z a: z <l a: w a: 0 t:) .... u <l Detal 1 278 Install Teftl) ·cLOSED· 185 Plate on Overhead SI n Cl SPECIAL) Remove Sto 198+55 End Trans Join Exist StrlplnQ Detal 1 278 Oetal I 25 C30~ MATCH LINE STA 1189+o0 For Leoend aee Sheet sc-12 fOII ll[OUCll:D "-M4S o 2 ............. , ,,,.,. ••.,. ... ••• .......... I l I MATCH LINE STA 884+20 <CO UN-USl 12 Oro . 73 ....,.:::-....__ ~ .. ~--- IIIOIITIMO CIVIL INOIICIII P\.NIS N'f'ROvlll. ■•••••·Aeo•■H A11HlalM, IH, Two Yentll'e, Suite 550 lrvlne, Collfornlo 92711 1! .·,.···------------------. n 0 C z c!: VI POOR OUHITY ORIGINAL ---- Refer to PD Plans /For Strlplno MATCH LINE STA 892+50 <CD UN-USl ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN ST AGE 4, PHASE 1 SCM.E: )" • 50' SC-73 MATCH STA 1g/5JNE -----'• .1/;;.,,-.~ ··-. ···-.( ---- ' I ----. I I r-I I I I I I I I I i/ /l I ,}iii. I I I I~ I I/ I I f;' w I~ / ,.. l:;.:1 / I 1 ~ <:• I I ~ 11 I _E.!.LttiJ:tgLUJ · I from Phase 1 I Sta 194+15 lJio n rans 0etol I 278 I C I ~, r°1·11 1 0: I I I I I I I I I Sta 195+15 End Trans @r ePIRI Arra •11°1551,f>HI Sta 196+10 Jltilln Tenp Roi I I~ I Type KI Sta 197+00 Begin Trans, Relocate Txfifc3 I From Phase 1 I Sta T 1 a I i n • I I I • stripe ~~=96+40 rans ·---- 20 End MATCH LINES 5 (. ... . ,. .,,=:=r·· ••••• :: ··~ I ◄O ··-...i. •. ::::· I 1 ◄o ' t Exist C30 m MATCH LINE STA 1189+o0 Fer Leoend see Sheet sc-12 MATCH LINE STA 884+20 <CD UN-US> -···---Ex 11t -.~,o-_ ·-------------: - ----- <::, n 0 C: z c!: CJ\ ...... MATCH LINE STA 892+50 <CO UN-US> ..... IIY COUNfY IIIIUYI 12 Oro 73 ~--.. .,.-.,.~----.-. IIIEOIIYIAt:D CIYIL INDIICIII Ba,1 .. •AHII••• A ...... , ... l■e. Two Ventu-e, Suite 550 lrvlne, Collfornlo 92111 POOR DUALITY ORIGINAL • ' 0: Refer to PD Plona Fer Striping ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN ST AGE 4, PHASE 1A SCH..£1 r• • 50' SC-73A z 0 ... t-<l t-a: a: Ill oow <LO ... IJl ... U z a: z <l a: w a: 0 C) t-u <l \ i ' \\ \ . I \ · .. . ' I\ •. \ '. ... SlA ,99+00 \ 'i \ \ \ \ \ • ' \ . 0 -0 - ~ V) ~ ..... -.J ~ ---I \ \ \ . \_ . f:~f I -~----- \~~Cj; I I l :. \ \ " Oetol I 25 . \ Refer to PD Plans For Strlplno MATCH LINE STA 1189+00 • a I I ·• ... ., ... :.;..:t:.;:_ -~·· ;, -- FOf'" Leoend see Sheet s.c-12 rM ll[OUC[D P\.NIS n 2 Exist W60 ~vlous Staoet / --. MATCH LINE STA 892+50 ~--. ( CD UN-US> ~--::_!J._~-~ ••• ----· .... IS l COUtlY 110Ull POST MILH 12 Ora 7J --=----.--... . ~-- MOlll[R(Q CIVIL lMOIHftll ,.,, ... ,. .. "··· ,. ...... , ... , ... Two Venture, Suite 550 lrvlne, Callfcrnla 92111 POOR DUALITY ORIGINAL Refer to PO Plans xlat Strl I~ Previous Stooel ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE ·4, PHASE 1 SCALE: 1" • 50' SC-74 Ex 1.!i_g!fi9!!2LT e N tPrevloua Stooe> LINE STA 1189+00 Exist W60 IPrevtoua Stooe> ..... ----- .. ·, --MATCH LINE I I Fer uoenc:1 see Sheet sc-12 STA 892+50 ····-( -----.Q..~--~-""'._,,,,.,,...;:;.;.;;,_.;:;~;__ ____ .JJ -0 ..... _ .. . llf COIMTT NIUTI 12 Oro 73 lllOIITlRED CIVIL lNOl~lll IIAfl llart•••A■o•••• AHHtalN, IH, Two Ventu-e, Suite 550 trvlne, Collfornlo 92111 POOR DUALITY Refer to PD Plana •-for Strtptno ORIGINAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN ST AGE 4, PHASE 1A SCM.E• r• • 50' SC-74A I : ... -. • ► II 0 I ~ ~ IC I J .. u i ◄ u .. z 0 ... <[ t- 0 ' r .., ~ 0 a:: la.I I-~ I&. d a: a: C/1 0 0 Id Q. 0 - C/1 -u z a: z <[ II: w a: 0 C) t-U Cl --------------·----- .\ Refer to PD Plans for Strl In For Leoend See Sheet sc-12 r<>I' ll[OUC[O PLNIS 0 l MA'TCH LINE Sl A 184+50 JAMBOREE \ I I l LI I l I \ I \ l Jil .. --L .. l .I I I I IIOUII 73 .-=::=---. ~ ::t::_ 4S .___,,__,,. IIIOlll[R[D CIYIL INOltC[II l■rto11·Aeoll•1■ AHHl■tM, •••· Two Venttre, Sult• 550 lrvlne, Collfcrnlo 92111 POOR DUALITY ORIGINAL Ext at WISC RI !Previous Stooel I . ' ,---·· J).~ t ~TQL, _ .. _ ..... ~T _______ SOUTH ________ _ ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 4 SCA1...E1 1" • 50' SC-75 .• : . ':" ------,. • ~ Tk~NSPORTATJONI I TCA ~CT ~ w I C.tl.CUI.ATED.I DE~OBY AT,.. REV1SEOBY ,, q ,-• 0 1 "' • • "' ~ • • .. "' n I -N CORRIDOR AGENCIES ~ ;o (/) ~~ ~~ UI (') rr, n V) ~ ~:en ~ >>0 ~ c:1zz I rr, 0 (/) UI I -I q ~z;o c:1C u, n n -o :j I 10 ~, ~z G. FOSTER ~~o n.~ ~~,,e,,\'-' e,o~i' \. \ ., ._._\·\.:·~' \ ·: \ ' •• . '. \ \ \ ...... >~ '\ \\t. ~\\ \ i \\I ,,\,,'\\\ \ \ \'~: '\\ I \_ \ \ '':'\ ::,\ \ \ \ . "· ~. \_ ' ,, \ \t .• , . \\ \ \. . ' I \ \ \'!, \ \ \ \ \ l \ '7 1 \ . -·~, I ~ I \ \ I \ \ i ,., ·,: \. \ \ \ t \ \\ \ \ \ \ \\ \ I I i\ I ,. I -~ \ :\ CHECKED BY . I ;: I ' I I I \\ \ , I "-I 2~ .. Ill, "' -+-0 ,0 • ,,. fl'.J 0 • .. 0 \ ' \ l I I ~ ~T I ___ \ 7"' 0 • .. 0 N ... ·c,, I • -+ i 0 I I ... I '° • ct' 0 I 1t.' ~, I • I I \ ·, \ I i \ \ I ' ' ~ 5 ·, __ --------- \ i'""'-ii7==---=-====---\---~----- \ feAYV.lEW.. W;Y \ \ 5A'(V;!:':I' I _,:,r;-"":.:.=..-~---=.-:.:,-=.. ~ /,,. ,..--------- • ✓-' ~ " :-:-' ... r-.-.., ___ ,· ' ,, r , !~ ij ;~I lJ i~ !I ,,.,I •I I ,, I ~ iii 1/ I / ; j p ;: .. I I ,· ~ 1~1 I ; ,, 5 -'I···~.' ,• p I I V I ,f I I I;!> :1 I -~, ,, I · ;;• 1/ / ! ,... i .. I ii i ,, I I fi i i I ! =o I ,! I 0 / :, I I I ,! 1' I /! ' I ,i I i ii.,. .:.~/ // / :·:;, ,; . ::;-, 1l' I • ;, I I ,'.' I ;,I ,' :, . ' 1: I !• , ,1 i l'. ,' ,r i ;: ,= ;; I ' . I I ' ►] Sf' c,.,-........;...__, ·,.,. -~' '~ 4 1 .141.fs s" "!'5 _ o~fco DATE REVISED -0 c:::, C:::,C) == -~C> === -:,,,. ,......r----< -.... i i ~ N ~ ! = : [cf i n . ! > ! ! S? ! n , .. : a a r n • -·• , ~ 1 -.. ... . ~ t,.. "' I~ It ? :; : !, a•: i -· .. .,. • iii ~~~ I I/ N 21· !-" ,...: ... .... I~ ~ N ~ Ill"' UI ,.,. ~ -.. • •--1 i I II. • ... ... <I ... a: 0:: Ill oow n. 0 ... Ill ... U z a: z <I a: w a: 0 C) ... u <I !i i: UR I ;il(:( !il ·: f<f?,~~, ---·-·::-:·,;• .. :.:.~:-·.:·.·.:. :..· . ._:..·:..~.'..:;.··.~..:-::..: .. :.::: -----· ·••-· . .;:-~·.:··:. :~.:-.. :.-::.-·::.:....: :.· r Sta 121:s~_o __ _ Sta 1212+35 End Tenp ~a!._!J!} End Tell1) Strlplno I Type KI ·-.,:_•' .•• . ·-· ... -.-····. ··.----· _, Q. ll I I ,. ,, , ( '· • I I I .. I lj I .•• lt • • · ···•·•·v • ~1if;;,_: :-:_ BR I s·1ot.~: s T s~·-. _!J i.' IH!I ;;'fl::i..,.. !iJ .. •-•·•··•··-·····. ~•.--:.•.-.::-.".:.~. --·----·-·•·-····•··•········•:,.•,rl,•:. ·--··· .• • ·-····•·--·•····---···· ···-··• 0l_. __ ,,·,.,_,_,·,.,:;~--=.,::-.. .:,·.;•• R/W . ·····-------.... --.. •·•··------. ·--~ -·---.....•... -·-·--··· ---------·--·-•··•·· ·----------I:;>-------·-·-----· •.. --. -· Q-- 12 Oro 73 -=--~ ~-- MOIITIMD CIVIL INDIICIII DATI Barlaa•AH••■■ A11HlalM, IH, Two Ventl.W"e, Suite 550 lrvlne, Collfornlo 92111 -----.•.. ----...... . ------ ,c( I-l/) ' w ( z ...J -i~·,:•:•-:::c -~ u I- (:Hf: • • -.. --· •• -····-----··· .. -···· ... ··•--..... •·•·••·• .. ·•• .. ·•· ,,c( 2 Refer to PO Plans for Strl I R/W BRISTOC ST ti For Leoend See Sheet SC-12 fOA AtOUCED Pl.#4$ o 2 I J I ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 4 SCM.E: 1" • 50' SC-77 r" 102s<10 • ... -. ' 0 ► ~m ~I ~~ .. u i ~ u .. z 0 t-¢ t- 1i I a: w t-~ I&. . C, a: a: 1/) . 0 ow •. Q. 0 .... • • . '£iilz' t a: LIJ : 0 Cl - u (I: • 0 'f q- N N ~ ct I- I/) w z ..J ~.::--:-:.-:.-= :c = u l-et ~ ..• , .. "' •,::. ·r.._. ..... ···• .. 2 6 J BRISTOL Ill COt.H" IIOUTR 12 Oro 73 Barl••·Aach111H A11aal1IM, 1■1. Two Venture, Suite 550 lrvlne, Collfornlo 92111 POOR DUALITY ORIGINAL '·1-------· -------..... -·---- . -.. ., __ :.~·!\ -·-·-·: .::·:c:.:·. --···.J .•.. __ ···-=·._ .•......... • R/W ··•·--·-·-•• ' -···--·--------.. ~-.. __ -···•··-·------•-· ii ·-'-··-··· .. --· --·•·r···--.fl /!.·• t1 ' .• -· .... -· 1 . ..•... Refer to PO Plans For Strlplno ------.. -.· 8 9 1230 2 --------··---•·--·•·•-•« ••••• -----·•·····--.... For Leoen<t See Sheet sc-12 m STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 4 SC.AL.ta I" • 50' SC-78 ... --·I J .. u Ill 0 l ,( u .. z 0 I-Cl l- ffi ... jg IA. 0 a: a: II\ oow o. o-111,... U z a: z Cl a: W a: 0 l!) I-U Cl Oetal 1 9 Exlat C11C3) I Prev I ous Staoe I'•., ""· re.-MOUCCD P\.NfS Oetat I 27B R•3180' ' " Sta 137+29 Fo.-Leoend See Sheet sc-12 0 J Sta De C30(2) Type N12) .... Ill COLNll IIOUTI 12 Oro 73 -=----, ~?: 5--• MOIIT[MD CIVIL [NOIH[[R Pl.NII APPROVIIL DIITI BartH·Aeoh111H Aa■Hlataa, 1••• Two Ventur■, Suite 550 lrvtn■, Collfarnto 92711 POOR DUALITY ORIGINAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN ST AGE 5, PHASE 1 SCM.E: 1" • 50' SC-79 --------------··-·-------·· •. --. i t; i ~ 0 .. z a ... ([ ... Cl: w ... ~ IL u ,.a: a: Ill :0 ow L O ,... , .. ,, _ u • a: z a: w .: a c, ... u <l ~ Exist C18 I -P~r_e_v_l_OU:.c:,.5 -StooeT Jype IVIL ilP~L!YH ... 1 Q!!!!.!...L.27~ Oetal 1 22 Q~.Q.11 388 g ..... ~~Lt.!..::..3 __ ...., !Previous Stooel .. , .., : : '~ \ .. ,, ,, 1 .... I. • I ··' f)R181RI _i T pe IVIRI ~'-"-=~....:3:;..::8~ I ···' NOTEt Refer to E-:S1 For Bison Ave and New Mocorthlr Blvd Slonal Pion For Leoend See Sheet sc-12 Sta 10+47 E Terre> Str Ip I no Ral I lnQ I Type ~c-::.P,----,-.=-:.::..:..::,.'--'=J llf COUNTY IIOUTI l'OI N LIi Hit tOTN. tOTN. PIIOA:Ct NO. ..-n1 12 Oro 73 23.7125.5 -=--•,,._,~ lltOllf[R[O CIVIL [NOlf«[R °"" larl-■•AacluaM AaHelal .. , •••• Two Yentu-1, Suite 550 lrvlne, Collfornlo 9Zl11 POOR DUALITY ORIGINAL ~I ~ ------------ rlptno t (Previous Sta el Sta 148+50 End Terre, Strlplno Exist C2l:SI ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN ST AGE 5, PHASE 1 SCM.E• r• • 50' SC-80 • • z 0 -1-<I l-a: a: (/l oow n. 0 -~ ir ~ <I a: w 0: 0 0 .... u <I Exist (Previous Stooe> For Leoenct See Sheet sc-12 FOR MDUCCD P\.N-15 0 la& t...ULA•fl .......... 12 Oro 73 --==----..,.,.~:s---~ lllOIITEMO CIVIL [tlOIICE~ larloa·AnllaH AHnlalM, l■a, Two Ventlre, Suite 550 lrvlne, Collfornlo 92118 POOR DUALITY ORl61HAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 5,PHASE 1 SCM..E1 r• • 50' SC-81 ,.. . . ,.. ........... MATCH LINE ST-' ~ t 60+oo Refer to PD Plona F cirstrlpi no For Leoend aee Sheet sc-12 Ill CCU.TY IIOUTI l'OH MILU 12 Ora 73 -=a_ .. _ -r-. ?:::s:::::::- 111'.0IST[llfO CIVIL ENOl .. 111 l'l.Nfl--M. larlea·AHIIMH AaHelalN, IH, Two ventu-e, Suite 550 lrvlne, California 92111 POOR DUALITY ORIGINAL Refer to PD Plans Fe.-Strlplno -~:t~ •.. ···•·. \ .,.•· . --· • .. • ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN. STAGE 5 SCH..E• f' • 50' SC-82 ..... • I J .. u i ~ .. z 0 1-<I l- cc "' ... Jg I&. • C) a: a: u, oow n. 0 -Ul -U z a: z <l a: w a: 0 l:) I-u ,a: 0 ~ o,- '-00:: .-::> :c 4t-t-0: 11)4 u w4 Z2 -_,,. w :cz u-t-4 2 ---- blat C2C2 I Exist Type Nl21 !Previous Stooel IIUUI& 12 MOllllMD CIVIL INIIIICIR PUHi N'PROYM. DAIi lartH•Aacll•H A11eoletM, •••· Two ventu-e, Suite 550 lrvlne, California 92111 POOR DUH/TY ORl61NAL ~·-.-------·-•·-··--·· •• .... ---,.. ---------------,-------·•--·-··· -ct ~~:2-~~:=:::::::;~~~..:_.~-i~;i_~~~;·:_····~--~1:•.~~:~:~-~:-;:·~~~-·~·;·~~---~- C ~ ~ - : : - - - - - - - - = = - = = - , ~ - - ~ - - ~ - - ~ - - ~ - - - ~ - , - ~ - - R _ o _ u _ T ~ - ~ ~ - ~ _ . ! ~ - ~ ~ - - ~ ~ = - ~ = = ~ - : · - ~ = - - = - - - : .. =-=-~--~-=-~-=::-:--=---.~~-~-~--~-~--~-7~ t~f~1:~~=±=~;==~=~-i.;~~~~i;·;··~--;2,:::::2~i··~-2~.:~~=~=:·~~,i~~-~~:~~; ~ ~ ~ ~ = ~ - s ~ - ~ - - : 2 - : : ; · = . : . . ~ ~ ~ -~--~--~-t·~-~-;·-~-=--=~=-~·;;;~·•~-~--~~----;-~·:--=·=·· ::::~~---:·:-~·-:_:_:'.:_=-=·=·=-·:-·~-·~· ==~=:=~=:-=.-=--=--=·=-=·=··=-=·=================== ~..J h , •• ~ • •• ---•--•••••-•• • -••... :!·::--·:. ···-· ··-: -~---·-··-·•·------------....... _ ... ___ • -- ·-•.•. ::.~.-.-----~. 3 MB-8 4 -.. • ... ~ Ex I st Previous Stage -.:---•- --------;---- ·' NEW MACARTHUR -BLVD= 2 l 4 6 .:~ •·-·---- . ,.· . • if j~·-• .. :::: -: ._. ----.. ~ ' ' Refer to ~o ~'?" Fortr p no R/W SCALE: r• • 50' For Leoend aee Sheet sc-12 SC-83 FOi' ltCOUCID N.IINS 0 2 ◄ u I- z 0 . .I. 120 • ... 1· 9 ': r- MATCH LINE STA 1174+50 I , I l I llf CCII.NU 12 Oro 7J -=-, ' -~----- •011Tt1110 CIVIL lNOttol:tll Bart••·A1ell•H A•Halat .. , •••• rwo Vent...-e, Suite 550 lrvlne, Collfornlo 92118 Exist Pavement Le end (Previous Staoet E>clat Wtllll !Previous Staoet Exist Strl In !Previous Staoel Exist Pavement Leoend !Previous Staoet M1' 1CH L HlE. Sl 1' 884+20 tCD UN-USl POOR DUALITY ORIGINAL ST AGE CONSTRUCTION TRAff"IC HANDLING PLAN STAGE 5 SCALE• 1'' • so· For Leoend See Sheet sc-12 SC-84 • ·-··-···-·· -·-------....,...._ __ _,__ _ _J • " . --. •. I .. u l ~ .. z 0 -... (( ... u: l&I ... jg LI. o· a: a: Ill cow n. a-Ill -u z a: z (( a: w a: 0 t:> ... u (( [,clst WT51R l !Previous Stogel\ CD I I '!::::::::::·· •• ·: :1:::::: .... 9 MATCH LINE STA 1189+00 For Legend aee Sheet sc-12 ,011 IIEDUC[O Pl.ANS 0 ............... .. -.... ·-......... ,...... . . I I 2 I l I MATCH LINE STA 884+20 (CD UN-US> 12 Ora 7l 111'.0IITEll(O CIVIL INOl1€111 8arlo■ · A 1 1 1 1 a a ■ AHHl1IM, IH. Two Vantura, Suite 550 lrvlne, Collfornlo 92111 • ' a: POOR DUALITY ORIGINAL ,/ Refer to PO Plans / For Striping MATCH LINE STA 892+50 (CD UN-US> I ,., , ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN !~~~f! • SC-85 I .. :. 1 ffi ... ~ ~ f c5 C u ... I , \ .• .. . ' ·, '· \ . \ \ \ \ I \ I \ \ ' I I •· .. ·, ', ' ·, ··~ ··., .\ ' . ·,.,, ..... 0 -0 .... ~ (I) k :~~'i~-~-. -..J • : ' ; .:· / ·--i -l:' • \ I \ \ I I I I \ I I. _, MATCH LINE STA 1189+oO ·o ·., 0 For L•o•oct ••• Sheet sc-12 E ,c I s t_!fil) <Previous -.Stage l MATCH LINE STA 892+50 (CO UN-US> I I ✓ I I IT ceutn IIOUTI 12 Oro 73 --=---~~ MOIIT[M:0 CIVIL lNOl .. [R Bartaa•AeollrH• AHHlatM, •••· Two Venh.re, Sul te 550 lrvlne, Collfornlo 9Zl18 POOR DUALITY ORIGINAL Refer to PD Plans •·· . For Strlplno \ •,I 1\ I •;J ~\ Exist Strip In !Previous Staoet ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 5 SCM..£1 I" • 50' SC-86 • ◄ 0 ... z 0 t-<1 t-a: a: Ill oow 0. 0 .... ~ it ~ Cl a: W a: 0 C) 1-U Cl Ntrr..-;;· •. • .. • .. _ -~ ···-•• ·' ·---. ---· ~. \ ·-. Refer to PD Plans For Strl~ .I .. _\i il ~ \ ... .--t.:.:-::> ······--... -· ~-...fi.!.1t-·Pavt..lT@!"!!..J..~end ·< .. IPrevJous St9oe> • _.- -✓ _,.. .. -. -... -.. ~:·:.:. -.. •·· . ,,ir-i~.:::: .: :: :> • to PD Plans For Strlplno Fer Leoend aee Sheet sc-12 rOII MDUC[D PUN1 0 MATCH LINE STA 184+50 JAMBOREE 1 I \ \ \ I \ : I I It I I I : I I I I II I : I I I I l I I : I I I I : :.~ 1;_:j·cl ~ I I ., .. l -~ I I I I END CONSTRUCTION STAGING llf ClllMll IIOUTI 12 Oro 73 •• ,, .. -AICIIMH A ...... , ••• , •• Two Ventu-e, Suite 550 lrvln., Collfornla 92111 POOR DUALITY ORIGINAL ..,. -- l/l ,... + (Jl 0 N ..- tt-----------------------1 -c( ROUTE n ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 5 SCM..E• 1" • so· SC-87 t- Vl • .. -. .. u 1 o( u .. z 0 t-<[ t- ffi I-~ I&. • C) .. a: IC 1/l .DOW . . :n. 0 - • ' ·':~i~ (01:) ,-u <I -~ LO ,... ·,, ' . . ,, 1, ····· ,, •· ~ -- . + c=o en ....... --~· o-N c=o .... ,c( t-t/l w 1210 z ..J --:c -u -I--,c( :i ·•··· • __ : ...... -•• I !i f HH i !il :::l. S l .:-!~ii:~)! . . . . ' .... r ____ ....,. __________ t:i::HoN,\ 13'rt M,\H f"Hff'r ·,:~ .. I . . I POOR DUALITY ORl6\NAL . . _,J Q. :II: w . . R/W . . . Refer to PD Plona For Strtptno R/W For Leoend see Sheet sc-12 E.XISf SfrlDIM_ • d/\Prevlous Stooel ,·.,u: Ii _ _ r,i_H· _,,,,-/ ···-· _, __ _ 12 Oro 11£01SfEMD CIWll. lNOIICl" Bart••·Au.,_•• AeHelat .. , •••• Two Venture, Suite 550 lrvlne, Collfornlo 92111 STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 5 SCJ.LE• r • 50' SC-BB ····-·····• •·-·------------------------------r---------------J I•• ... II: I .. u i ~ .. z 0 1--<I I-- CIC ~ ~ I&. . c:, a: a: Ul oow o.. a ... Ul ... U z a: z <J Ir. hi OC O I!> 1--U Cl ~ ::c -u-.... c( ~ BRISTOL •• :---~~:-[ ~: ~u;! ,'.;~~:~•-' ,;;:, ::~,;:}L~:;ijr~'.:_; l'.~~ :\?'.::~:~J=:~t_·~_=-_:,: ,,~ ~-~~ ,=~~~-~-=-~ .-i.:-~ --- ·:;~~ .. --:.. ~ .. Refer to PO Plans For Strl I f. . ~ • • • • • ·I.. --·----·-~ ------,. -••.... FOi" Leoend See Sheet sc-12 rOft MOUCEO PUNS 0 2 l ____ -,,... MOIST[A[O CIVIL INOIIC[A BerlH•Aecl11•1• A111,1a, ... 1■1. Two Ventu-e, Suite 550 Irvine. Collfornlo 12111 CD POOR DUALITY OR/61.NAL :·1·.:: -:-~-.:· :;::--; : . ~---. • __ -i".----__ • .. , -,. "=·,1 '·"·:. .ii I'.• • I < I 1----··· I ------•··-··- I -,-,I :, .. I 111•·- I \ ,_ ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 5 SCALE: I" • 50' 0 +-Vl SC-89 0 z w ... -• j .. u i ◄ u ... z 0 Exist Cll131 I Prev I ous Staoe i'.., ffi ._ ~ la. '" ~---=E=xlst CIB "-., I Prev I ous· Sfooe ~ '-, ~ Sta I 35+55 Sta 135+89 Sta 136+50 End Trans and TefTC) Strlplno Sta 136+65 Sta 137+39 SLrface Mounted Channelizers i°107s°paclno FOi" Leoend See Sheet SC-12 IIOUfl 12 Oro 73 R£01SffM:0 CIVIL INOINHII DAJI BartN•A■e111,••• AuHlatN, I••• Two Venture, Suite 550 lrvlne, Callfornlo tZ111 POOR OUALITY ORIGINAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 5,PHASE 2 SCM.Er r• • 50' SC-90 ··--·-----------,.,-----------------..,..------------------1 .. -· ------------------------------------,--------····-----·- IC g I J .. u I ◄ u .. z 0 t- CI ... I I&. . c:, a: a: UI oow n. a -Ill -U z a: z ct a: w a: 0 C) I-U Cl Portable Chonnellzera Refer to PD Plona for Strlplno ~ • SOr-Spoc\\no Detol I 25 .!YeLL~I Lt :\ Qetol I 25 Ol ~ t-~r--\--+-""' co ,__ .... ...,..,.. ... .....,_ .. n I") W~::..::..:=&a> ... ace Mounted eTTiers- • Spoclno lte Chevron Spoclno er to PD Plona or Strlplno NOTE: Refer to E-32 For Mocorthur Blvd and Bison Ave Slonal Plan For Leoend See Sheet sc-12 FOIi ltCOUClD PL#d o ,..~,,.. .. ,,., ttra, r ,.,. , .... ,rur• 1 2 I J I 12 Oro 7J IIIIN•ANI.N ANNIIINo lee. Two Ventu-e, Suite 550 lrvlne, Col lfornla .92111 '<'.> POOR. DUALITY ORIGINAL STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 5,PHASE 2 SCALE: r• • 50' SC-91 r • • ,.,,..,,r ·•" ' I ; \ ... • a.;.··-1--1 ◄ u I- z 0 25 ~54+oO_End Trans and Te1T1> StrlplnQ ~Refer to PD Plans for StrlplnQ Ill CCUITY "°"" 12 Oro 73 ~ ~---- 11€0IITE11£D CIVIL ENOlt«t:11 f'LNIS N't'IIDVIIL CIATI l11t•·Aa..._ A ...... , ... aae. Two Ventu-e, Suite 550 lrvlne, Collfornlo t2l11 POOR DUALITY ORIGINAL ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 5, PHASE 2 - SCAL.Es r• • so• SC-92 •---I ... u i ◄ u ... 5 .... 1-<l l- ffi ~ ~ d a: a: \/l cow Q. 0 .... Ill ,.... U z a: z Cl a: W a: 0 I.:) 1-U Cl TEMPORARY PAVEMENT DELINEATION ITAPE OR 2-COATS PAINTI d z TEMPORARY TRAFFIC STRIPE TEMPORARY PAVEMENT MARKING I-w DET DET w DET DET DET DET DET DET l>ET 36A DET DET DET :c 8/9 11/12 DET lT 12. 12. 12" Ill 21/22nl 24 25 29 l6 J8/38A J88 39 WOODS 4• 4• 4• 4• 4• 218 4• a• a· 4• a· a• a· 6" WHITE WHITE YELLOW ARROWS AND BROKEN BROKEN 4• BROKEN BROKEN LIMIT DIAG-DIAG- WHITE WHITE DOOBLE SOLID SOLID WHITE DOOBLE SCI.ID SCI. ID 11 l-ll WHITE SCI. ID SCI.ID SCI.ID LINE ONAL ONAL SYMBOLS 117-71 ]6-12 YELLOW YELLOW YELLOW YELLOW WHITE 112-ll WHITE WHITE IHITE LF LF LF LF LF LF LF LF LF LF LF LF LF LF so so so so so SC-12 SC-13 1258 1000 SC-19 SC-20 235 235 235 SC-21 1475 1475 1475 SC-22 4330 2590 2543 - SlAr.E I lOTAL 1258 6040 4300 5253 •ADDITIONAL QUANTITIES SHOWN ON PAVEMENT DELINEATION PLANS ,011 ltl:DUC[D P'l.NIS TEMPORARY PAVEMENT MARKER JUI RCFLCC-REFLECTIVE JIW: TYPE TYPE TYPE TYPE TYPE A C D G H EA EA EA EA EA 27 5 5 31 31 90 55 153 91 12 Ora 7J -=--~ .... .,.-,.?s-~ MOISlEAlO CIVIL INOIHII~ lulM·Aa..._ A ...... , ... , • ._ Iwo-~eotuc■~-Sulte_550 lcvlo■~-Collfocolo_92Il1-- POOR DUALITY ORIGINAL REMOVE EXISTING PAVEMENT DELINEATION• REMOVE TRAFF IC STRIPE LF 1758 '470 1475 2590 6293 REMOVE REMOVE PAVEMENT PAVEMENT MARKING MARKER so EA 110 27 30 155 454 110 666 ST AGE CONSTRUCTION QUANTITIES CST AGE 1> <REFER TO SC·12,1l,19·221 SC-93 •i •--· I • .. u i ◄ u .. z 0 -1-<I 1- 15 .-~ II. d. . 1[0:tfl •. 00 W • ·-Q. 0 - • -_.!f'oc~ <I a: w a: 0 I.'.) I-u <I -~ . 0 z TEMPORARY TRAFFIC STRIPE .-..... DET ..... DEi Ut.l DET DET DET DET DET % 8/9 t 1/12 DET Ill '1122/ZI 24 25125A 29 36 4• 4• 4• 4• 4• 27B 4• e· e· BR(l(EN BR(l(EN DOUBLE Sil.ID Sil. ID 4• DOUBLE Sil.ID Sil.ID WHITE WHITE YELLOW YELLOW YELLOW WHITE YELLOW WHITE I 17-71 'u-,, LF LF LF LF LF LF LF LF LF SC-t4 425 425 215 SC-t5 t9t5 415 1850 675 SC-16 5100 2825 2288 225 SC-17 830 440 299 SC-18 mr.c 1. PHASE I IOUL 8210 3680 4862 890 225 •A0DITIONAL QUANTITIES SHOWN ON PAVEMENT DELINEATION PLANS . TEMPORARY PAVEt.ENT DELINEATION ITAPE OR 2-COATS PAINTI TEMPORARY PAVEMENT MARKING 36A DE r DU DET DET ]7 40 12" 12· 12· 38/JU 38B WORDS 4• e· e· e· 4• WHITE WHITE YELLOW ARROWS ANO BR(l(EN BR(l(EN Sil. ID Sil. ID BR(l(EN LIMIT 0IAG-0IAG-SYMBll.S ltl-71 WHITE WHITE WHITE WHITE LINE OHAL OHAL 112-3 I 11~1 LF LF LF LF LF so so so so so. 35 1405 210 12 340 ' 120 148 430 345 295 55 465 1750 350 210 12 340 120 148- TEMPORARY PAVEMENT MARKER IUI REFLEC-REFLECTIVE IIVE TYPE TYPE TYPE TYPE TYPE A C D G H EA EA EA EA EA 18 to 56 98 9 22 176 192 24 10 22 74 308 211 IIT CCUtTY IIOUtl 12 Oro 7J l'UHI N'f'IIOV~ °"fl lart•-Aa--• AN .... , ... lae. Iwo-Veotuce._Sult•-550 1cwloa._tallfacola_92ll1- POOR OUALITY ORIGINAL REMOVE EXISTING PAVEMENT DELINEATION• REMOVE TRAFFIC STRIPE LF 630 4100 11807 16537 REMOVE REMOVE PAVEMENT PAVEMENT MARKING MARKER so EA 18 250 95 242 250 355 ST AGE CONSTRUCTION QUANTITIES <ST AGE 1, PHASE 1) CREFER TO SC·14 THRU SC·UU SC-94 -------------------=-------------,..--------r-----_J • z 0 1-<l l-a: a: t/'I oow n. a ..... Ill ...., U z a: z <l a: w a: a o t-u <I ci z ... TEMPORARY TRAFFIC STRIPE .... w Ut.l Ut.l DET DET DET DET OET DET % 8/9 11/12 DET "' ~1/22/2 24 25 29 36 4• 4• 4• 4• 4• 2lB 4• a· a• BROtEN BR(»(EN DOU8lE SOLID SOLID 4• DOUBLE Sil. ID SOLID WHITE WHITE YELLOW YELLOW YELLOW WHITE YELLOW WHITE 117-11 •l&-12 LF LF LF LF LF LF LF LF LF SC-23 SC-24 340 no SC-25 3000 400 1504 1088 SC-26 4195 2245 2987 SC-27 2900 1160 580 - STAGE 1, PHASE 2 TOTAL 10435 3805 5241 1088 •ADDITIONAL QUANTITIES SHOWN ON PAVEMENT DELINEATION PLANS TEMPORARY PAVEMENT DELINEATION ITAPE OR 2-COATS PAINTI TEMPORARY PAVEMENT MARKING 36A OET DET DET DET 37 12" 12· 12" 38138A 38B 39 WORDS 4• a· a· a· 6" WHITE WHITE YELLOW ARROWS AND BR(»([H BROKEN SOLID SOLID SOLID LIMIT DIAG-DIAG-SYL60LS 1 ll-l l WHITE WHITE WHITE WHITE LINE °'AL °'AL 112-ll LF LF LF LF LF so so so so so 350 350 rOR IICDUCCD PUNS 0 TEMPORARY PAVEMENT MARKER -REfLEC-REFLECTIVE JIVE TYPE TYPE TYPE TYPE TYPE A C D G H EA EA EA EA EA 16 92 63 9 88 48 61 25 92 228 82 12 Oro 73 -=---~~-, lllOlllElllO CIVIL ENGi.CiR l'UHI M'PAOVM. DATE ■wt••._..._ AMHlalN, •••· Iwo_Weotuce._Sulte_550 1cwloe._Collfccolo_92lll_ POOR DUALITY ORIGINAL REMOVE EXISTING PAVEMENT DELINEATION• REMOVE TRAFF IC STRIPE LF 860 5550 6061 4510 16981 REMOVE REMOVE PAVEMENT PAVEMENT MARKING MARKER so EA 19 117 132 86 354 ST AGE CONSTRUCTION QUANTITIES <ST AGE 1, PHASE 2> IREFER TO SC·2J THRU SC-271 SC-95 Dllf COl.HIY l'IOUTI "1Sf MILU -u f0f411L fOf""-NIOJl:Cf NO, i--111 12 Oro 73 23.7/25.S l~ 6""- --~~Ill/~ -=--------;-.c:_r ~ ........ ~~~ ft-~~ AEOllf[RED CIVIL INOI .. IA -j w -. l7U5 i~} l'l.lWS Wl'ROV411L Ollfl ~• c •. .J:ll:.IL • CIVL ._. '- 1.,, ... A. ..... AN-■1■1 ... lae. ~1' '~' Iwo_veotuce._Sulte_550 -lc¥l0e._Colltaco1a_t2111_ POOR DUALITY ORIGINAL 0 ► ~ ID > 0 ~ ~ "' ~ r 0 • 1111 REMOVE .. -~ TEMPORARY PAVEKNT DELINEATION EXISTING (TAPE OR 2-COATS PAINTI PAVEKNT DELINEATION• d . z TEMPORARY TRAFF IC STA IPE TEMPORARY PAVEKNT MARKING TEMPORARY PAVEKNT MARKER ' 0 ► ► ... wm GI w DET 36A DH IUt RELIJVE RELIJVE REMOVE ~, w DH Utl DET DET DET DET DET DET DET DET e X 8/9 11/12 DET 31 12· 12. 12 ° REFLEC· REFLECTIVE TRAFF IC PAVEKNT PAVEKNT V) ~1/22/21 24 25 29 36 38/lBA ]88 39 WORDS· ~ 4• 4• 4• 4• 4• 278 4• a· a· 4• a· a· a· 6" WHITE WHITE YELLOW ARROWS AND TIVE STRIPE MARKING MARKER ~ BRO<EN BRO<EN DOUBLE SCl.lD SCl.10 4• DOUBLE SCl.10 SCl.10 BRO<EN BRO<EN SOLID SCl.10 SCl.10 LIMIT OIAG-DIAG-SYt.eOLS TYPE TYPE TYPE TYPE TYPE 3~ WHITE WHITE YELLOW YELLOW YELLOW WHITE YELLOW WHITE I 17-7 I WHITE WHITE WHITE WHITE LINE ONAL ONAL -A C 0 G H If 7-71 • 36-1? 1112-31 - LF LF LF LF Lf Lf LF LF LF LF LF LF LF LF so so so so so EA EA EA EA EA LF so EA SC-28 600 60 26 660 14 II: SC-29 210 40 165 900 285 24 2 1600 70 39 ~ SC-30 4125 238 2200 2385 96 -104 51 4145 102 ' SC-31 3840 1920 1475 200 . 90 41 6505 119 .. J 15 SC-32 525 210 105 11 5 840 16 .. I- . u ~ ~ I&. f .; -. ◄ u .. - SIACE 1, . PHASE J TOT Al 9300 278 4330 4130 200 600 996 60 285 ~ 255 99 14350 70 290 . • •ADDITIONAL QUANTITIES SHOWN ON PAVEMENT DELINEATION PLANS : z 0 ·~ t-<I I-a: a: Ul cow .n. □-.. . ··Ul -U • ·.·· z a: z " a: w STAGE CONSTRUCTION '[ 0 t) -u (I QUANTITIES • I CST AGE 1, PHASE 3) !REFER TO SC-28 THAU SC-321 SC-96 .. ---•• . -----~ . . I I • • z 0 ... I-<% l-a: a: Ill oow n. a ... Ill .,.. U z a: z <% a: w e: 8 ~ d z TEMPORARY TRAFFIC STRIPE I-w DET w Ut.l DET DET DET DET DET DET % 8/9 11/12· DET Ill w2212 24 2S 29 36 4• 4• 4• 4• 4• 278 4• a· a• 8Rl»CEN 8Rl»CEN Dlll8LE SCI.ID SB.ID 4• Dlll8LE Sil. ID Sil. ID WHITE WHITE YELLOW YELLOW YELLOW WHITE YELLOW lHITE 117-71 16-12 LF LF LF LF LF LF LF LF LF SC-33 SC-34 185 185 325 SC-JS 2700 23◄ 1270 1220 185 SC-36 1770 885 24 ◄ SC-37 210 105 STACE I, PHASE 4 TOTAL 4865 419 2260 1789 185 •ADDITIONAL QUANTITIES SHOWN ON PAVEMENT DELINEATION PLANS TEMPORARY PAVEi.ENT DELINEATION CTAPE OR 2-COATS PAINTI TEMPORARY PAVEMENT MARKING 36A DEi DET DET DET n 12· 12• 12 • JB/l8A ]88 ]9 WMDS 4• a· a· a· 6" WHITE WHITE YELLOW ARROWS AND 8Rl»CEN 8Rl»CEN Sil.ID Sil. ID Sil. ID LIMIT DIAG-DIAG-snecx.s (17-71 WHITE WHITE WHITE WHITE LINE OHAL OHAL 112-l 1 LF LF LF LF LF so so so so so 525 65 476 12 1001 11 FOlt R[OUClD PUNS 0 TEMPORARY PAVEi.ENT MARKER !aft REFLEC-REFLECTIVE JIVE TYPE TYPE TYPE TYPE TYPE A C D G H EA EA EA EA EA 28 5 93 32 38 19 6 4 165 60 12 Oro 73 -= ---~- IIIEOIITlA£D CIVIL ltCIIIC(R Iwo_Veotu:e~-Sulte-550 lcvl0•~-ca11f~01a_92111- POOR DUALITY ORIGINAL REMOVE EXISTING PAVEi.ENT DELINEATION• REMOVE REMOVE REMOVE TRAFF IC PAVEi.ENT PAVEMENT STRIPE MARKING MARKER LF so EA 990 75 28 1000 17 3895 76 420 12 6305 75 133 ST AGE CONSTRUCTION QUANTITIES • CST AGE 1, PHASE 4 > · IREFER TO SC-JJ THRU SC·J7> SC-97 , !DIil Clk.lln Aca,JI POil NILII SHIil ,orM. TOTM. l'tlO.-CT NO. i...1u 12 Oro 7J 23.7125.5 JS,1 ~ -- •• ~ ~us,~ --==--'--~---~ ~~ AEOIITllllD CIVIL lNOINllll --~~~ !:''"--" •· 1.1 .... mu ~ rLNd N'PROVM. 111111 ~ • I•· ..l:J1:ll. • .I', CIVL ~...._ •• ,, .. -Aa.a.. AN .... ,... •••. ~ ~ Iwo-Veotuc•~-Sult ■-550 ~\ - .. lcwloe~-tollfoc:010_92111- POOR DUALITY ORIGINAL 0 ► f m e ~ ~ w ~ ~ 0 rw REMOVE ... I~ TEMPORARY PAVEMENT DELINEATION EXISTING !TAPE OR 2-COATS PAINTI PAVEMENT DELINEATION• . 0 z TEMPORARY TRAFFIC STRIPE TEMPORARY PAVEMENT MARKING TEMPORARY PAVEMENT MARKER ' 0 ► ► t- ~m m w DEl Dll DET 36A DET 11\11 REMOVE w DET DET DET DET DET DET DET DET REMOVE REMOVE -c0 e :c 8/CJ 11/12 DET 37 12• 12• 12• REFLEC-REFLECTIVE a~ VI 1/22/2" 24 2S 29 36 38/38A 388 39 WORDS TRAFFIC PAVEMENT PAVEMENT lS 4• 4• 4• 4• 4• 278 4• e· . 8. 4• a· a· a· 6" WHITE WHITE YELLOW ARROWS AND flV[ STRIPE MARKING MARKER ~ BROKEN BROKEN DOUBLE SOLID SOLID 4• DOUBLE SOLID SOLID BROKEN BROKEN SOLID SOLID SOLID LIMIT DIAG-DIAG-SYMBOL!, TYPE TYPE TYPE TYPE TYPE 5~ WHITE WHITE YELLOW YELLOW YELLOW WHITE YELLOW WHITE 11 l-l 1 WHITE WHITE WHITE WHITE LINE ONAL ONAL A C D G H 11 l-71 ::JIH2 112-] I l LF LF LF LF LF LF LF LF LF LF LF LF LF LF so so so so so EA EA EA EA EA LF so EA • •-- SC-38 SC-39 310 165 155 30 B 5 785 60 16 SC-40 2600 129 1300 -55 3 952 15 -f SC-41 1770 885 885 38 19 3352 54 ffi SC-42 210 105 105 6 4 420 10 t-.. ~ u "' la. i d - <( u .. SIACE I, . PHASE 5 JOI Al 4890 294 990 2445 30 . 107 31 5509 60 95 - •ADDITIONAL QUANTITIES SHOWN ON PAVEMENT DELINEATION PLANS .. z 0 -,- Cl ,-.a:a:111 .. 0 0 UJ ·:n. a -.·,,-Ill - U "Z a: z 1 n: UJ £ 0 C) STAGE CONSTRUCTION r l~I d ~ QUANTITIES CST AGE 1, PHASE 5) IREFER TO SC·38 THRU SC-421 SC-98 I .. ----~ ' I .• . --. • • ; I ... u i ~ u ... 5 ... 1-<l .... a: w ... ~ IL 0, a: a: Ill oow Cl. I.) ... V) -u z er z <l re w a: 0 0 I-u <l f4f ◄• • ••• :., ............ , ••• ._ ......... -.... , . 0 z ... TEMPORARY TRAFF IC STRIPE w w Ut.l Ut.l DET DET DET DET OET DET X 8/9 11/12 OET Ill Zl/22/21 24 25 29 36 4• 4• 4• 4• 4• 278 4• 8" 8" BROKEN BROKEN OtlJ8LE Sil.ID Sil. ID 4• OOOBLE Sil. ID Sil. ID WHITE WHITE YELLOW YELLOW YELLOW WHITE YELLOW WHITE 117-71 36-12 LF LF Lf LF Lf LF LF Lf LF SC-43 1036 259 259 SC-44 1547 1265 767 SC-45 SC-46 SC-47 793 SC-4B 890 1369 100 SC-49 SC-50 SC-SI 1330 1675 SC-52 1200 SC-Sl 2800 2825 2765 SC-54 4330 2640 2543 STAGE 2 TOTAL 3473 7130 8164 10600 1026 •ADDITIONAL QUANTITIES SHOWN ON PAVEMENT DELINEATION PLANS TEMPORARY PAVEMENT DELINEATION !TAPE OR 2-COATS PAINTI TEMPORARY PAVEMENT MARKING 36A DEi OET OET OET :n 38/JU 388 39 4• 8" 8" 8" 6" BROKEN BROKEN SOLID Sil. ID Sil. ID (17-71 WHITE WHITE WHITE WHITE 112-31 LF Lf Lf LF Lf 39 110 280 1089 r011 Mouct:D PUHS o l"D•r.,.,,, r,,.,, r 1c ... , .. ,,.,.re 1 12. WHITE LIMIT LINE so 132 132 12° WHITE OIAG-OOAL so 91 168 259 2 I 12. WOODS YELLOW ARROWS AND OIAG-SYMBll.S OHAL so so so 15 75 126 216 TEMPORARY PAVEMENT MARKER IUI REFLEC· REFLECTIVE TfV[ TYPE TYPE TYPE TYPE TYPE A C D G H EA EA EA EA EA 24 25 66 66 33 30 28 60 60 64 41 90 248 159 12 Ora 7J ...----..., .,.?:::s7--- MOISTEll£0 Cl¥IL ENOINEE~ PUNS N'f'RO\llll. DA TE ... , .. -A. ..... ANNlelN, .... Two Ventur-e, Sul te 550 ~~::;::---.... lrvlne, CallfClf"nlo 92111 REMOVE EXISTING PAVEMENT DELINEATION• REMOVE TRAFF IC STRIPE LF 1593 3471 1842 240 5055 9513 21714 REMOVE REMOVE PAVEMENT PAVEMENT MARKING MARKER so EA 49 160 84 3 103 145 160 384 ST AGE CONSTRUCTION QUANTITIES <ST AGE 2> <REFER TO SC·4J THRU SC-541 SC-99 0 ► ' CD 0 II! f w ~ II! 0 I I~ I~ ' 0 ► ► ~~ CD 0 ~3 w lS iil, ~ ul!I « J .: .. i a: "' I-u i ~ I- z 0 ... ct t-· ... ~ ... d a: a: Ill .· • .. o ow C ~ ~;::; • ZIC Z t re ltl : O Cl .-u ct ~ 0 z TEMPORARY TRAFFIC STRIPE I-w w % 1/1 OET OET DET DET DET DET DET DET 8/9 11/12 W2l/2 24 25 DET 29 36 4• 4• 4• 4• 4• 278 4• a· a· BRlltEN BRlltEN DOUBLE Sil. ID Sil. ID 4• DOUBLE Sil. ID Sil. ID WHITE WHITE YELLOW YELLOW YELLOW WHITE YELLOW WHITE 117-71 ~ 16-12 LF LF LF LF LF LF LF LF LF SC-55 SC-56 SC-57 SC-58 SC-59 117 90 750 1350 SC-60 875 875 875 SC-61 75 575 800 175 SC-62 495 135 850 1450 110 SC-63 150 1460 2375 1267 270 SC-64 1368 SC-65 1715 1715 1725 SC-66 850 850 850 TEMPORARY PAVEMENT DELINEATION !TAPE OR 2-COATS PAIHTI TEt.f>ORARY PAVEMENT MARKING 36A DET DET DET DET 31 l8/l8A lBB l9 12" 12" 4• a· a· a· 6" WHITE WHITE BRlltEN BRlltEN Sil. ID Sil. ID Sil. ID LIMIT DIAG- 117-71 WHITE WHITE WHITE WHITE LINE ONAL 112-ll 12" WORDS YELLOW DIAG-ARROWS ANO ONAL SYtefl.S LF LF LF LF LF so so so so so 22 126 ·, 84 320 126 502 100 126 JJ5 74 980 l TEMPORARY PAVEMENT MARKER Nlll REFLEC-REFLECTIVE TIV£ TYPE TYPE TYPE TYPE TYPE A C D G H EA EA EA EA EA I 8 16 19 19 11 13 22 19 26 71 50 45 103 37 18 18 POIT NILU St«U TOTOIL TOTM. l'tlOA:CT NO, lt«ltl 12 Oro 73 23. 7 /25.5 !#I sc,c., -=----~ffi~ ~ lll01UEll1ED CIVIL [NOINHII '1.$1'? ~I $ CMQ,D I !HA' 1w .. _ um i I P\. ,.. ___ #ll'f'flOY ________ °"_'_' __ ,\• , .. .J:JUl. • _,., CIV'-.. -- • .,, ... At ..... Ate........ •••. ,.~ ~ jf"ti,\ T-Ventur-e, Suite 550 lrvlne, Collfornla 92711 - REMOVE EXISTING PAVEMENT DELINEATION• POOR DUALITY ORIGINAL REMOVE REMOVE REMOVE TRAFF IC PAVEMENT PAVEMENT STRIPE MARKING MARKER LF so EA 684 3115 168 72 .. 50 2 495 12 1673 22 1980 17 3590 49 2550 36 mGE '1---1---t---t--+.,,.,,..,~~~+---t-::-::-::-r.~-t-~:::-t--;-:;:;;--;;-t-;-;--::--t---ir---t---t---:;-::---t---i1--:=-=-::-t--.-+--t--'.=-=--+-~~~+-~-+--,-~-=-- + - - - , - - t - - - ~ TOTAL 2130 5200 7990 8317 270 285 320 1482 457 74 462 26 297 172 14137 168 210 •ADDITIONAL QUANTITIES SHOWN ON PAVEMENT DELINEATION PLANS ST AGE CONSTRUCTION QUANTITIES <STAGE 3> CRErER TO SC·55 THRU SC-661 SC-1OO .. ------------..:..._--~,:------------T"------------1 I ' 6 ... I-<[ l-a: a: 11'1 oow n. a ... 11'1 ... u z a: z <[ a: w a: a e> I-u <I TEMPORARY PAVEMENT DELINEATION ITAPE OR 2-C0ATS PAINTI . 0 z TEMPORARY ..... TRAFF IC_ STRIPE TEMPORARY PAVEMENT MARKING w 111:.T DET 36A w OU 0ET DET DET DET DET Utl DET DET DET :a: -8/9 11/12 DET JT 12 • 12 • 12 • Ill ~1/22/21 24 25 29 J6 ]81]8A JBB 39 WORDS 4• 4• 4• 4• 4' 2TB 4• a• a· 4• a• a· a· 6" WHITE WHITE YELLOW ARROWS ANO BROKEN BROKEN 4. BROKEN BROKEN LIMIT DIAG-DIAG- WHITE WHITE OOOBLE Sil.ID Sil.ID WHITE DOOBLE Set.ID Sil. ID 117-l 1 WHITE Sil.ID Sil. ID Sil. ID LINE OOAL OOAL snea..s 1 ll-l I ll.-12 YELLOW YELLOW YELLOW YELLOW WY.ITE 1112-1 I WHITE WHITE WHITE LF LF LF LF LF LF LF LF LF LF LF LF LF LF so so so so so SC-67 576 56 1059 232 56 15 SC-68 1745 250 2387 660 242 385 120 SC-69 900 SC-70 120 120 1015 SC-71 1200 1200 1375 . SC-72 815 875 1115 I 126 sc-n 575 575 1330 SC-73A 1165 425 SC-74 900 900 900 SC-7O 105 SC-75 1660 1175 1925 1154 305 30 30 SC-76 380 18] SC-77 325 325 325 SC-78 STAGE 4 lOIAI. 4101 6215 686 5920 12290 892 242 929 30 291 •ADDITIONAL QUANTITIES SHOWN ON PAVEMENT DELINEATION PLANS TEMPORARY PAVEMENT MARKER !QI REfLEC-REFLECTIVE TIVE TYPE TYPE TYPE TYPE TYPE A C D G H EA EA [A EA [A 25 45 78 61 4 4 25 25 19 19 1] 13 20 20 20 73 40 9 9 8 8 103 297 138 Ill tOUIH 12 Oro 73 MOlll[MO CIVIL 111>1.Clll ··•••ANllaM AMNlal .. , .... Two Ventu-e, Suite 550 lrvlne, Collfornlo 92111 POOR DUALITY ORIGINAL REMOVE EXISTING PAVEMENT DELINEATION• REMOVE TRAFF IC STRIPE LF 1682 4460 1650 865 240 750 1405 105 1798 380 100 13435 REMOVE REMOVE PAVEMENT PAVEMENT MARKING MARKER so EA 15 49 30 104 ]6 19 6 15 20 ] 51 8 3 45 ]14 ST AGE CONSTRUCTION QUANTITIES CST AGE 4) <REFER TO SC-67 THRU SC-781 SC-101 '--~L------~------·------------------------;:;rORwiR£iw;:::ouc~coni:P1.:-:NfS:::;-----::o:----:~---::----:-.,------------------ - - - - r - - - - - - - - - , - - - - - - - - - - ' lolSJ C0UHJ IIOUH l'OSf NILII ..«If fOIM. fOfM. l'MA:Cf NO. tt«lfl 12 Oro 7J 23.7125.5 ~ .. , sc,c, =------, -,.><:-r,-. <....;. • ...___ "~us,~ ll[OISfUl(O CIVIL lNOUClll ~:;~ I Ill~ I- I w ... uon~t::) P\.,WS "'-M. DA fl ~ • I• .J.:ll:1l. • ,.,, ... Aa ..... ~ OYI. ~ .__ ANNlelN,l1e. -., ~" Two Venture, Suite 550 ~\ -lrvlne, Cotlfo.-nto 92111 POOR DUALITY ORIGINAL 0 ► ' m 0 ~ "' s .., ~ ~ 0 I~ . REMOVE I~ TEt.PORARY PAVEMENT DELINEATION EXISTING ITAPE OR 2-COATS PAINTI PAVEMENT DELINEATION• . 0 z TEt.PORARY TRAFFIC STRIPE TEt.f>ORARY PAVEt.£NT MARKING TEt.f>ORARY PAVEMENT MARKER ' 0 ► ► ... wm m w DET DET DET 36A DET ~i 0 w DET DET DET DET DET DET DET DET . IIUI REMOVE REMOVE REMOVE ::c 8/9 11/12 DET J7 12° 12 ° 12° R[n!t REFLECTIVE "' 1/) ~1122/2 24 25 29 ]6 38/lU ]88 ]9 WORDS· TRAFF IC PAVEMENT PAVEMENT ~ 4• 4• 4• 4• 4• 278 4• a· a· 4• a· a· II• 6" WHITE WHITE YELLOW ARROWS AND • STRIPE MARKING MARKER ~ BROKEN BROKEN OllJBLE SOLID SOLID 4• DllJBLE SOLID SOLID BROKEN BROKEN Sot. ID SOLID SOLID LIMIT DIAG-DIAG-SYt.130L S TYPE TYPE TYPE TYPE TYPE 3~ WHITE WHITE YELLOW YELLOW YELLOW WHITE YELLOW WHITE 117-7 I WHITE WHITE WHITE WHITE LINE ONAL ONAL A C D G H I 17-7 I IU-ll I 12-]I LF LF LF LF LF LF LF LF LF LF LF LF LF LF so so so so so EA EA EA EA EA LF so EA SC-79 1518 20 759 739 20 15 68 35 3851 15 108 • •·· 0: sc-80 1338 295 310 1558 689 70 451 270 105 81 80 2504 45 62 -~ SC-81 ~ a: . :II L&I ... ... ~ u i I&. d -- C u ... ~ me£ s. PHASE I IOUI. 2856 315 310 2317 1428 70 20 451 270 120 149 115 6355 60 170 ' •ADDITIONAL QUANTITIES SHOWN ON PAVEt.£NT DELINEATION PLANS .. . z 0 -.... <I .... ([ 0: Vl 0 Q UJ ···(l(l- VI•• U .. ; z u: z 1 CC UI : 0 l'.) STAGE CONSTRUCTION • lJ <I ' QUANTITIES <STAGE 5, PHASE1> IREfER TO SC·79 THRU SC·8U SC-102 .. ·•••·•·• .. ' ' I•·•. • e: ~ ) .. u i ~ .. z 0 -... <I ... a: l&I ... ~ I&. o· ([ a: II\ oow n. 0 - II\ -u z a: z (la: w 1[00 ... u (l TEMPORARY PAVEMENT DELINEATION ITAPE OR 2-COATS PAINT! . 0 z ... TEt.f>ORARY TRAFF IC STRIPE TEMPORARY PAVEMENT MARKING TEt.f>ORARY PAVEMENT MARKER w OET w OET Ut.l OET OET OET DET DET OET 36A DET DET DET II.II :c 8/9 11/12 DET ll 12 • 12• 12 • REFLEC-REFLECTIVE VI 21/22/2 24 25 29 36 38/38A lBB 39 WORDS 4• 4• 4• 4• 4• 278 4• s· e• 4• s· s· e• 6" WHITE WHITE YELLOW ARROWS AND TIV£ BROKEN BROKEN DOOBLE SOLID Sil.ID 4• DOOBLE Sil. ID Sil. ID BROKEN BROKEN SOLID Sil.ID Sil.ID LIMIT DIAG-DIAG-SYMBll.S TYPE TYPE TYPE TYPE TYPE WHITE WHITE YELLOW YELLOW YELLOW WHITE YELLOW WHITE 117-71 WHITE WHITE WHITE WHITE LINE OHAL OHAL A C D G H 1111-71 36-12 112-3) LF LF LF LF LF LF LF 'LF LF LF LF LF LF LF so so so so so EA EA EA EA EA SC-90 600 759 218 24 16 SC-91 1835 978 -390 55 17 39 SC-92 1650 300 36 8 " I mr.E 5, PHASE 2 TOIAL 600 1650 759 2135 978 . 608 55 11 63 TOIALS TAPE OR 2-COATS PAINT 8" 4. 4• 4. 6" 8" 12 • AUX UNITS LF LF. LF BROKEN BROKEN BROKEN BROKEN BROKEN SF SF 11-61 I 17-71 136-12 I I 8-4 I 112-31 QUANTITY 127984 9087 210 52498 25070 2547 1534 1387 •ADDITIONAL QUANTITIES SHOWN ON PAVEMENT DELINEATION PLANS rOR R[OUC[D PUNS 0 J 12 Oro 73 c:=.-..-"7-...,.:;::s-:-~ MOISllR£0 CIVIL INOl~lll ... , .. -AMI.ea ANMlel .. , , ... Two Venture, Suitt 550 lrvlne, Collfornlo 92111 POOR DUALITY ORIGINAL REMOVE EXISTING PAVEMENT DELINEATION• REMOVE TRAFF IC STRIPE LF 3056 5141 875 9072 REF EA 3852 REMOVE REMOVE PAVEMENT PAVEMENT MARKING MARKER so EA 15 103 125 163 140 266 MARKERS NON-REF EA ST AGE CONSTRUCTION QUANTITIES <STAGE 5, PHASE 2> !REFER TO SC-90 THRU SC-921 SC-103 ., NOTES: 10111 CQtMTY IIOUTI l'Olf Milli -«If fOfl'IL POOR DUALITY fOfllL NIO,-Cf NJ. ~n, 1. EXACT LOCATION ANO POSITION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER. ORIGINAL 12 Oro 73 23.7125.5 !,I,~ SM, 2.POST SIZE AND LENGTH GIVEN ARE APPROXIMATE, EXACT SIZE AND LENGTH TO BE DETERMINED BY THE ENGINEER, J. "C" DIMENSION• VERTICAL CLEARANCE E.P. TO BOTTOM OF SIGN PANEL, -=-·-·~-----~ 4. "SPAN" • POST SPACING . IIEOlltlllfD CIYIL IIGIHIIII t~ (i: . ;._ - !:' 1ft I Ml~~ CONSTRUCTION SIGN QUANTITIES I;..._ nmj, CONSTRUCTION SIGN PLANS N'PIIDYIIL OAfl • 1,. . ...1:l1:JZ. • 0 ,.,, ... Aa..... ........... •••. ~ C1Vl. ~.. .._ w WO I- Two Venture, Suite SSO ~,, -..JO z z Ill 0:C O::J lrvlne, Collfornlo 92118 ◄ z 01-=i ..J 0 j~ .I\--"" ..J Ill ONE POST I EA I TWO POST CEAI 0 -- OU ◄o edt-0 ◄..: ZV\ 0: uw w WW 0: "" PANEL POST SIZE POST SIZE -1-0....: ..JI-w CONSTRUCTION SIGN QUANTITIES ZW j o:z-◄u-::,z-~o..- ow SIGN SIZE O:::J ◄ O:◄◄ CIOO SPAN O::J ◄ >-◄ CONSTRUCTION SIGN 0 -v, CODE ::> IINI 4 "X4 " 4 "X6 " 6 "X6" 4 "X4 " 4 "X6 " 6 "X6" ◄!jW l-0:f.4J IFTI IFTI !i!i~ WI-W REMARKS i 111-z ID -11111>-1--- 0 ► 1 C13 I 60 X 24 1 7 ~8 w II -I- z V\ z D l'l 2 Cl8 1 48 X 48 1 7 ◄ z o:c ~; ' ..J 0 01- .., 3 C11 1 60 X 30 1 1 "3 MILES" .I\--w jf .. V\ ..J l'l ~ 4 1m PIii 1 12 X 36 1 OU ONE POST IEAI TWO POST IEAI 0 -- D ZIii 0: ◄O edl-0 ◄..: I 5 Cl] I 60 X 24 1 7 w uw w WW 0: I~ zw j PANEL POS~ SIZE POST SIZE -1-~~-..JI-w R96 18 ow SIGN SIZE o:z-::,z-~o..- I~ 2 18 X -111 ::, O:::J ◄ 0:◄◄ CIDU SPAN O::J ◄ >-◄ 6 I 1 1 V\-CODE z CINI 4 "X4 • 4 ~X6 • 6 "X6" 4 "X4" 4 "X6" 6 "X6" ◄~W 1-0:W IFTI CFTI jj~ WI-W R96A 2 24 X 16 ID -Illa>-1---REMARKS 7 C18 1 48 X 48 1 7 47 W73 I 60 X 60 1 1 B Cl] 1 60 X 24 I 7 48 R18A 1 66 X 48 I 7 ' 49 C30 1 30 X 30 fl ► ► 9 Cl I 1 60 X 30 1 7 "2 MILES" 1 ._ID ID 10 C17 1 24 X 24 I 1 "25 MPH" 50 Tm Pill 1 12 X 36 ~, 0 ' 1 .., 11 W4 2 72 X 72 4 7 WM, 1 '25 ll'H" 51 Tm Pill I 12 X 36 1 ~ 12 W81 5 30 X 36 5 52 Tm PIii I 12 X ]6 , ... ~ 1 00 13 W41 I 36 X ]6 I 7 53 C30 1 30 X 30 1 14 R61 I 36 X 30 I 7 R61-20,1 54 C30 1 30 X 30 1 15 RI 1 30 X 30 I 7 55 Tm Pill 1 12 X 36 1 16 ITPl PIRI 1 12 X 36 1 56 C2 2 48 X 30 2 i 17 R61 1 36 X 30 I 7 R61-20, 1 57 rm PIil 1 12• X 36 1 R96 1 18 X 18 58 Rl6 1 30 X 30 1 1 ■':. -. 0: 18 R96A 1 24 X 16 1 59 R17 1 30 X 30 1 w 7 I-19 ltfl Pill 1 12 X 36 1 60 C2 1 48 X 30 ' 1 .. ~ u 20 Cl] 1 60 X 24 I 7 61 C21RAIII 1 48 X 30 1 'I u. f 21 C13 1 60 X 24 I 7 62 rm PIii 1 12 X 36 1 d. 22 C1l 1 60 X 24 1 7 63 C30 1 30 X 30 1 ~ 23 Cl8 1 48 X 48 1 7 64 C30 1 30 X 30 1 I-24 ltfl Pill 1 12 X 36 1 65 C30 1 30 X 30 1 25 C18 1 48 X 48 1 7 66 C30 1 30 X 30 1 26 tm Pill 1 12 X 36 1 67 C30 1 30 X 30 1 27 C11 2 60 X 30 2 7 "2 MILES" 165 C18 1 48 X 48 1 7 28 C1B 2 48 X 48 2 7 182 rm Pill 1 12 X 36 1 29 C13 2 60 X 24 2 7 18] W4 2 48 X 48 2 7 184 tm Pill 1 12 X 36 W4·1 '25 11'11° 30 tm Ptl I 1 12 X 36 1 1 31 Cl] 1 60 X 24 1 7 185 tm Pll I 1 12 X 36 1 ]2 C18 1 48 X 4B I 7 186 W4 2 48 X 48 2 1 I TOTAL 99 39 4 r4-4 •25 11'11' R96 I 18 X 18 25 18 6 ]3 R96C 1 18 X 9 1 . 34 C]O 4 ]OX ]O 4 35 R96 I 18 X 1B I 1 . R96C 1 18 X 9 . 36 R17 1 30 X ]0 IIAST AIIII IIUIIED z 37 R17 1 30 X lO 1 . Cl C21liltl 1 48 X lO -38 1 . ,-TYPE N 1 18 X 18 <I ,-R96 1 18 X 18 a: 0: Ill 39 oow R96C 1 1 ll. o ..... 18 X 9 • ;.1/l .... U 40 IIPl PIii 2 12 X 36 2 •.. ·. z a: z "<10:W 41 C30 3 roe:, 30 X 30 3 ,.. u ct STAGE CONSTRUCTION ~ 42 C18 1 48 X 48 1 7 43 Cll 1 60 X 24 1 1 QUANTITIES I R96 44 1 18 X 18 <STAGE R96C I 18 X 9 1 1) 45 trPl PIii 1 12 X l6 1 46 1741LI 1 60 X 60 1 1 SC-104 ----. I I •·-· I, I I I ti i ~ ... z 0 -.... Cl .... a: la.I ... ~ IA. . I:), ~~~ n. 0 -"' -u z a: z Cl a: UJ a: 0 c.:> .,_ U Cl CRASH CUSHIONS,RAILING, BARRIERS AND BARRICADES TEMPORARY CRASH CUSHION LOCATION/STAGE MODULES IEAI SC-12/STAGE 1 12 SC-13/STAGE 1 SC-19/STAGE 1 SC-20/S T AGE 1 10 SC-21/S TAGE 1 SC-22/STAGE 1 10 TOTAL 32 SC-14/STAGE 1,PHASE 1 12 SC-IS/STAGE J,PHASE 1 25 SC-16/STAGE ),PHASE 1 SC-17/STAGE 1,PHASE 1 SC-18/STAGE I ,PHASE 1 TOTAL 18 SC-23/STAGE 1 ,PHASE 2 SC-24/STAGE I ,PHASE 2 8 SC-25/STAGE I ,PHASE 2 12 SC-26/STAGE 1 ,PHASE 2 24 SC-27/STAGE 1 ,PHASE 2 12 TOTAL 56 SC-28/STAGE 1,PHASE 3 SC-29/STAGE-1,PHASE 3 8 SC-30/STAGE 1,PHASE 3 12 SC-31/STAGE 1,PHASE 3 42 SC-31A/STAGE 1,PHASE 3A SC-32/STAGE I ,PHASE 3 TOTAL 62 SC-33/STAGE I ,PHASE 4 SC-34/STAGE 1 ,PHASE 4 8 SC-35/STAGE I ,PHASE 4 12 SC-36/STAGE I ,PHASE 4 44 SC-37/STAGE I ,PHASE 4 TOTAL 64 SC-38/STAGE I ,PHASE 5 SC-39/S TAGE 1 ,PHASE 5 8 SC-40/S TAGE I ,PHASE 5 12 SC-41/STAGf 1 ,PHASE 5 44 SC-42/STAGE: I ,PHASE 5 TOTAL 64 TEMPOARY RAILING TYPE 111 ITYPE KI BARRICADES ILFI IEAI 680 885 1 2100 2950 2090 8705 1 1200 1620 1 3525 220 6305 1 980 1580 1 2064 3235 11 680 8539 12 980 1580 2 3330 2886 13 80 4 580 9436 19 980 1580 2 3757 8 2584 13 580 9481 23 980 1580 2 2828 8 2437 31 580 1 8405 42 n SURFACE MOUNTED PORTABLE FLASHING CHANNELIZERS CHANNELIZERS ARROW IEAI IEAI SIGNS 24 10 10 10 17 27 17 17 , FLASHING YELLOW BEACON is, c-n AOufl .. ..,., ......... TOTIIL NIOACT 12 Oro 73 l'UNS lll'PROVIIL DA Tl ... , ... AN .... AMNlelN, IH, Two Ventur-a, Suite 550 lrvlne, Collfornlo 92118 POOR DUALITY ORIGINAL ST AGE CONSTRUCTION QUANTITIES CSTAGE 1) SC-105 DIST COl.a41Y IIOJTI ,OST MllU t>«U 10,-. NOTES: TOTM. PflO.-:CT MO. Wlfl 1. EXACT LOCATION ANO POSITION OF ROADSIDE SIGNS TD BE DETERMINED BY THE ENGINEER, 12 Oro 7J 2J.7/25.5 ~s S6P" 2.POST SIZE AND LENGTH GIVEN ARE APPROXIMATE, EXACT SIZE ANO LENGTH TO BE DETERMINED BY THE ENGINEER. c::=..--~----. ~us,~ J. "C" DIMENSION a VERTICAL CLEARANCE E.P, TD BOTTOM OF SIGN PANEL. 4. "SPAN" • POST SPACING. IIIOIST[IIEO CIVIi. INOINl[II ~~ ~~ !:' ,11 I ~ CONSTRUCTION SIGN QUANTITIES 1w ... nm~t:) CONSTRUCTION SIGN l'UHS N'f'IIOYM. OIITI • 1 •. .1:11.:JL • 0 . .I', CIVI. ~ ._ w • ..... ~ ANNlalM, .... ~l' ~ WO ... Two venture, Sul te 550 Hti:~ -.JO z lrvlne, Collfornlo 92111 - z Ill o:z:: C) ::> . ◄ z a ... ~~ ..I .., ~i 0. -w ..I • I Ill ONE POST I EA I TWO POST I EA I 0 -- OU ◄O .., ... 0 ◄,.: ZIii a: uw w WW 0:: POOR DUALITY w PANEL _.., 0.,.: ..I ... w zw i POST SIZE POST SIZE a:z-◄u-::,z-~o.-ORIGINAL CIW SIGN SIZE a::::>◄ a:◄◄ C IOI~ SPAN o:::>◄ ►◄ 0 -111 CODE :::, I IHI 4 "X ◄" 4 "X6" 6 "X6" 4 "X ◄" 4 "X6" 6 "X6" ~~~ t-,a:w IFTI IFTI jj~ w ... w REMARKS 111-z 111m- .., __ ► ! R96 I 18 X 18 m 68 I 0 R96A I 24 X 16 f ·W 69 111'{ Pill I 12 X 36 I ~ ~ 70 111'{ PIii I 12 X 36 1 . 0. • f1iJ 71 21AAII' I 48 X 30 I I-72 i.21AAII' 1 48 X 30 1 ,~ 73 C2 2 48 X 30 2 74 CJO 1 30 X 30 1 75 ClO I 30 X 30 1 CRASH CUSHIONS,RAILING, ' ' 0 ► ► 76 111'{ PIii I 12 X 36 1 BARRIERS AND BARRICADES wm GI ~o 0 77 CJO I 30 X 30 1 al ~ 78 CJO I 30 X 30 1 ~~ ~ 79 CJO I 30 X 30 1 TEMPORARY 80 ,..21AAII' I 48 X 30 1 CRASH TEJ.l>OARY SURFACE 81 111'{ PIii 1 12 X 36 1 .CUSHION RAILING TYPE 111 MOUNTED PORTABLE FLASHING FLASHING LOCATION/STAGE MODULES I TYPE KI BARRICADES !CHANNELIZERS CHANNELIZER5 ARROW YELLOW 82 C30 1 30 X 30 1 -IEAI ILF I IEAI IEAI IEAI SIGNS BEACON 83 CJO 1 30 X 30 1 SC-43/STAGE 2 . 30 I 84 CJO I 30 X 30 1 SC-44/STAGE 2 -22 1688 2 •"-· I 115 i.21AAII' I 48 X 30 1 SC-45/STAGE 2 2 a: TYPE N I 18 X 18 SC-46/S TAGE 2 > 4 ... 2 w .. ... 86 i.21Rlll' 1 48 X 30 1 SC-47/STAGE 2 8 452 6 19 u ~ 87 111'{ Pill I 12 X 36 1 SC-48/S TAGE 2 . 22 i u. 1925 9 24 . 88 CJO 1 30 X 30 1 SC-49/STAGE 2 . C) . 89 CJO I 30 X 30 1 SC-SO/STAGE 2 2 C 90 C13 1 60 X 24 1 l SC-SI/STAGE 2 1718 .. u .. 91 C18 1 48 X 48 1 l SC-52/STAGE 2 8 800 92 111'{ PIii I 12 X 36 I SC-SJ/STAGE 2 24 2640 93 R96 I 18 X 18 I l SC-54/STAGE 2 R96A I 24 X 16 TOTAL . 84 9253 25 ◄ 3 94 111'{ PIii I 12 X 36 I .. 95 111'{ PIii I 12 X 36 I - 96 11 IIRI 1 36 X 36 1 l .. R63 I 24 X 30 ~ 97 W751ll I 60 X 60 I l ,. • TOTALS 35 5 ll 8 I - : . z 0 -I-Cl I-a: a: U) .. ~ g ~ • \: .'.1/l-U ·: z a: z <l a: w :t O C) STAGE CONSTRUCTION ,-u <I • ~ QUANTITIES <STAGE 2) i SC-106 I - ·--·~----- . . •~·· IC ~ I ... u i ◄ u ... z 0 ... <I l- a: ~ ~ I&. . O• a: a: t/l oow n. 0 ... t/l ... u z a: z Cl re W a: a e> ... u <I NOTES: I. EXACT LOCATION AND POSITION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER, 2.POST SIZE AND LENGTH GIVEN ARE APPROXIMATE, EXACT SIZE AND LENGTH TO BE DETERMINED BY THE ENGINEER, 3. •c• DIMENSION• VERTICAL CLEARANCE E,P, TO BOTTOM OF SIGN PANEL, 4. •sPAN• • POST SPACING, CONSTRUCTION SIGN QUANTITIES CONSTRUCTION SIGN 0 w WO ... -..JO z z VI o::c C) ::> ◄ z Ot-~~ -~ C) ~~ -w ..J VI ONE POST IEAI TWO POST I EA I 0 -- OU ◄O edt-0 ◄>1: ZVI a: uw w WW a: w PANEL POST SIZE POST SIZE ...... CL>' ..Jt-w zw ' a:z-◄u-::>z-~a.- C>W SIGN SIZE a:~◄ a:◄ c CIDI~ SPAN O::>◄ >-◄ -vi CODE ::> IINI 4 •x4 • 4 •x6 • 6 ·x6 • 4 •x4 • 4 •x6 • 6 •x6 • ◄ w t-a:i., IFTI IFTI !iow Wt-W REMARKS vi-z co -VICO-· ::1-t--- 98 C2 2 48 X 30 2 TYPE N 2 18 X 18 99 C2 3 48 X 30 3 TYPE N 3 18 X 18 100 W111RI I 36 X 36 I ~ 1 IOI W591RI I 36 X 36 I 1 102 C30 1 30 X 30 1 103 WI IILI I 36 X 36 I 1 R63 I 24 X JO 104 C30 I 30 X JO 1 105 C30 1 30 X JO I 106 C30 1 30 X 30 I 107 C30 1 30 X 30 1 108 Wl51RI 1 60 X 60 1 l 109 C30 1. 30 X JO 1 110 CJO 1 JO X 30 1 111 WlSIRI 1 60 X 60 1 1 112 J1P( PIii 1 12 X 36 1 Ill 1111LI 1 36 X 36 1 1 R63 1 24 X 30 114 W60 1 48 X 48 I 1 115 C30 1 30 X 30 1 116 11 IILI 1 36 X 36 I 1 R63 1 24 X 30 117 C30 1 30 X 30 1 118 C30 I 30 X 30 1 119 llSIRI 1 60 X 60 I 1 120 C18 1 48 X 48 1 1 121 Cl3 1 60 X 24 1 1 122 11P£ Pll I I 12 X 36 1 123 C30 1 JO X 30 1 124 C30 I 30 X 30 1 TOTALS 38 11 11 2 (I CRASH CUSHIONS,RAILING, BARRIERS AND BARRICADES TEMPORARY CRASH CUSHION LOCATION/STAGE MODULES IEAI SC-55/STAGE 3 SC-56/STAGE 3 22 SC-57/STAGE 3 SC-58/STAGE 3 SC-59/STAGE 3 8 SC-60/STAGE 3 SC-61/STAGE 3 SC-62/STAGE 3 10 SC-63/STAGE J 10 SC-64/STAGE 3 SC-65/STAGE 3 SC-66/STAGE 3 TOTAL 50 TEMPOARY RAILING I TYPE KI I LF I 30 1688 452 50 480 805 240 3745 TYPE 111 BARRICADES IEAI 2 4 8 5 2 5 26 llf CCIU41Y 12 Oro 7J ~-~.--------. .. MOIITlMD CIVIL lNOIICl~ ...... A.a ..... MNlalM, •••. Two Ventu-e, Suite 550 trvlne, Collfornlo 92111 POOR UUALl1Y ORIGINAL SURFACE MOUNTED PORTABLE FLASHING FLASHING CHANNELIZERS CHANNELIZERS ARROW YELLOW IEAI 27 14 41 ([A) SIGNS BEACON ST AGE CONSTRUCTION QUANTITIES CST AGE 3) , • SC-107 1<>111 ecut,, "°"" ,otf HILU ltCU TOf#IL TOt#IL PflOACT NO, ilHIUI NOTES: 1. EXACT LOCATION ANO POSITION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER, 12 Oro 73 23.7125.5 !,6,1 S6'4II 2.POST SIZE ANO LENGTH GIVEN ARE APPROXIMATE, EXACT SIZE ANO LENGTH TO BE DETERMINED BY THE ENGINEER. -= -~ :-")>---. ~ ~ -J. "C" DIMENSION,. VERTICAL CLEARANCE E,P. TO BOTTOM OF SIGN PANEL. R(OISIEIIEO CIVIL (NOUC(R mG:. 4. "SPAN"• POST SPACING, I .i' GAIIOlH HS ~ --.., __ J712S CONSTRUCTION SIGN QUANTITIES f\.NIS -ROVM. DIITI ,\• E•-.J.:..U:.ll.1• ~ CIVL ~- CONSTRUCTION SIGN 0 latlM•A.Nllaaa ....... ,... .... "..If ~ w Two Venture, Suite 550 ~~ WO ... lrvlne, Collfornlo 12111 - -...10 z o:c C)::, z z Ill 0 ... ~~ C) ◄ z ~j - ..I C) w ..I Ill - .«t--TWO POST I EA I 0 --POOR DUALITY Ill ONE POST IEAI ◄O od ... 0 ◄:w: ..1 ►1- OU uw w WW 0:: ..l ◄u.. ORIGINAL Z Ill 0:: w PANEL POST SIZE -1-o..:w: .., ... w ◄..1 POST SIZE o::z-◄U-::,z-~o..-... 0:: • zw SIGN j SIZE 0::§◄ o::◄◄ C IOU SPAN O::>◄ ►◄ VIWO C>W 4 "X6" 6 "X6" ◄ w 1-0::W j~~ WI-W Z>VI REMARKS I -111 CODE ::, IINI 4 "x4 • 4 "X6" 6 "X6" 4 "X4" a> -Illa>-IFTI IFT I 1----o- 111-z ► 125 CJO 1 30 X 30 1 I CD i ~ 126 WI IR I 1 36 X 36 1 1 w W61351 1 30 X 30 1 ~ ~ 127 CJO 1 30 X 30 1 . 0 . 128 CJD 1 30 X 30 1 i:-~ 129 CJO 1 30 X 30 1 130 CJD 1 30 X JO 1 131 CJD 1 30 X 30 1 CRASH CUSHIONS,RAILING, 1 BARRIERS AND BARRICjDES 132 C201RI 1 48 X 48 1 ' a ► t 133 C30 2 30 X 30 2 .,_ CD 12 X 36 1 co 0 134 Int Pill 1 TEMPORARY ~1 w 135 Int Pill 1 12 X 36 1 CRASH TEMPOARY • SURFACE lS 136 CJD 1 30 X 30 1 CUSHION RAILING TYPE 111 MOUNTED PORTABLE FLASHING FLASHING 3~ ~ LOCATION/STAGE MODULES CTYPE KI BARRICADES !CHANNELIZERS !CHANNELIZER! ARROW YELLOW C2 1 48 X 30 1 IEAI ILF I IEAI IEAI IEAI SIGNS BEACON 131 W56 1 48 X 24 SC-67/STAGE 4 54 6 138 TYPE N 2 18 X 18 2 SC-68/STAGE 4 44 1665 6 23 139 Int PIil 1 12 X 36 1 SC-69/STAGE 4 5 17 1 IC X 30 3 140 C2 3 48 SC-70/STAGE 4 120 4 20 i 141 C30 I 30 X 30 1 SC-71 /STAGE 4 8 522 10 33 1 er: WI IL I 1 36 X 36 SC-72/STAGE 4 4 2 ILi 1 I-142 W61351 1 30 X 30 SC-73/STAGE 4,PHASE 1 3 .. ~ u 143 C30 1 30 X 30 1 SC-73A/STAGE 4,PHASE IA 16 360 1 i IL • 144 C30 1 30 X 30 1 SC-74/STAGE 4,PHASE 1 5 14 " 30 X 30 1 145 C30 1 SC-74A/STAGE 4,PHASE 1A ◄ 146 C30 1 30 X 30 1 ~C-75/STAGE 4 12 966 3 1 u .. 147 C30 I 30 X 30 1 SC-16/S TAG£ 4 148 CJO 1 30 X 30 1 SC-77/STAGE 4 260 149 W751L I I 60 X 60 I 7 SC-78/STAGE 4 WIIIRI 1 36 X 36 1 1 150 TOTAL 80 3947 47 114 2 151 ClO 3 30 X 30 3 C2 1 48 X 30 •· 152 1 TYPE N 1 18 X 18 ~21AAII' 1 48 X 30 1 153 TYPE N 1 18 X 18 - 154 Int PIii 1 12 X 36 1 - 155 Rl6 1 30 X 30 1 7 . 156 i,.21AAII' 2 48 X 30 2 TYPE N 2 18 X 18 176 • C30 1 30 X 30 1 .. 177 C30 1 30 X 30 1 z 178 ·c:,o 1 30 X 30 1 0 179 C30 1 30 X 30 1 ... I-180 C30 I 30 X 30 1 <I t-181 C30 I 30 X 30 1 a: 0:: Ill .Q ow 182 C30 I 30 X 30 1 • ... O.. 0 ... • • .. :"Ill ... U 183 Int PIii 1 12 X 36 1 ,.z 0:: z "1 C: w 36 1 STAGE CONSTRUCTION C QC) 184 Int PII I 1 12 X -u a: 10 INSUl.1. IMR MfD 185 ISPltlM. 1 20 X 72 • TOTAL' 56 5 33 6 4 10 QUANTITIES ~ CST AGE 4) . ' SC-108 ~ ····--··-·······-·-···-·-·---··· .. . l••e • ,,---,--T----------------------------------------------··--··· I: ~ I a: l&.I ... .. ~-u i I&. 0 ,c 0 .. z 0 ... ... Cl t-a: a: Ill cow CL O ... Ill ... U z a: z :~~ t-U Cl -NOTES: I. EXACT LOCATION ANO POSITION OF ROADSIDE SIGNS TO BE DETERMINED BY T~E ENGINEER. 2.POST SIZE ANO LENGTH GIVEN ARE APPROXIMATE, EXACT SIZE AND LENGTtt TO BE DETERMINED BY THE ENGINEER, l. "C" DIMENSION• VERTICAL CLEARANCE E,P, TO BOTTOM OF SIGN PANEL, 4. "SPAN"• POST SPACING, CONSTRUCTION SIGN QUANTITIES CONSTRUCTION SIGN 0 w WO t--..JO z z Ill 0% c,::, ◄ z 01-~~ ..J C) ~~ .it ... w ..J Ill ONE POST IEAI TWO POST CEAI 0 -- OU ◄O .., ... 0 ◄..: ZIii a: uw w WW a: w PANEL POST SIZE POST SIZE -1-CL..: ..JI-w zw a:z-◄u-· CIDII ::,z-~CL- a::,◄ o:◄◄ SPAN o::>◄ >-◄ ' ow SIGN SIZE -111 CODE :, CINI 4 "X4 • 4 •x, • 6"X6 • 4 "X4" 4 •x, • ,•x,• ◄iw 1-0:W CFTI CFTI ii~ WI-W REMARKS CD -111co-1--- 111-z 157 C30 I 30 X 30 I 158 C30 1 30 X 30 1 159 ffl( PIii 1 12 X 36 1 160 C30 2 30 X 30 2 TYPE N 2 18 X 18 161 R96 1 18 X 18 1 R96A 1 24 X 16 162 R96 1 18 X 18 I 163 C2 1 48 X 30 I W56 I 48 X 24 ' 164 RUCRI 1 36 X 36 1 7 165 DELETED 166 C30 1 30 X 30 1 167 C30 5 30 X 30 5 168 C30 1 30 X 30 1 169 C30 2 30 X 30 2 170 "21Ralll 1 48 X 30 I .. TYPE N 1 18 X 18 171 C30 2 30 X 30 2 172 C30 1 30 X 30 1 173 ,-21RAIII 1 48 X 30 1 TYPE N I 18 X 18 174 C201LI I 48 X 48 I 175 C201LI I 48 X 48 I TOTALS 31 1 19 I 4 fOfl MOUCl:0 .l'LANS 0 •• , ,W'\1••· CRASH CUSHIONS,RAILING, BARRIERS AND BARRICADES TEMPORARY CRASH CUSHION LOCA Tl ON/STAGE MODULES CEAI SC-82/S TAGE 5 SC-83/STAGE 5 8 SC-84/STAGE 5 SC-85/STAGE 5 SC-86/STAGE 5 SC-87/STAGE 5 SC-88/STAGE 5 SC-89/STAGE 5 TOTAL 8 SC-79/STAGE 5,PHASE I 12 SC-80/STAGE 5,PHASE I 12 SC-81/STAGE 5,PHASE 1 TOTAL 24 SC-90/STAGE 5,PHASE 2 SC-91/S TAGE 5,PHASE 2 SC-92/STAGE 5,PHASE 2 TOTAL 2 TEMPOARY RAILING TYPE 111 CTYPE KI BARRICADES CLF I CEAI 4 452 8 5 2 14 5 452 38 80 8 1088 6 5 1168 19 20 20 IIUUI& 12 Oro 73 -~ lltOlllt:lllD CIYIL INDIICIII l'LNIS N'f'IIOVM. 0-JI larlN·At ... • AM .... , ... , ... Two Ventlre, Suite 550 lrvlne, Collfornlo 92718 POOR UUH\ll OR\6\NAL SURFACE MOUNTED PORTABLE FLASHING FLASHING CHANNELIZERS HANNELIZERS ARROW YELLOW IEAI 20 33 53 13 17 30 1 20 21 IEAI SIGNS BEACON 37 6 43 ST AGE CONSTRUCTION QUANTITIES (STAGE 5) SC-109 I••. ► II 0 ~ II! ..J u. Cl ' 0 ► w11 ~0 ~1 3~ I-u i ◄ u I- z 0 0 ~ ~ .., ~ 0 Ill CD ID ► II 0 .., lS ~ 0 ffi ... ~ u. c;; CURVE DATA No, R A T L (I) 2000' 14•17'36" 250, 77' 498,93' . . • 1-'~---·. ·..:: '.. A . ,· .. I . \ ''\ \ • \ ... I I I I . '-. \ ._J I \ .'t!k\ ( I 111 ,i, ... "' ..J ,-. -:-"! "' I l ·1;_! 0 \ 'f ? {j .. 0 '\ ., ., LEGEND ""--Direction of Surface Drolnooe t?2l Te111>orory AC Povement NOTESt . 1. construct 3• Te111>orory AC Pavement Over 5• AB, 2. See Sheet SC-13,44,56,68 for DetOlr Pavement Delineation, and Troff I c Control. 3, See Sheet DE-11 for Cross Sections. 4, See Sheet L-15,16 for Detail on Permanent Roadway Cons true t I on. ~ ~-• ~h••♦ css t-5 for survey control Doto. ' ,• ,, .. :::. ' I '· ETW EHi' ,i..--_.:::._~--==~v,_;o:..:r=--=:.;...:;.._....,,..,_ • -0 -4 63~ var Old MacArthur Blvd 1 ,..,....."!",¼~••"""'•i•••• •~cArthUr_Blvq_l 01. & vor _yor 41.-6" i1. & Var r:::::::::_. ____ ::::::_ .. r:::==::=:==:====:i:: :: : : : :: :: : : : : : : : :::: :i • , ... .-·'·~-~j'·;·· ., . .-;.'. 1).· :"' I ( / i (TW TYPlcal Section B-8 No Scale 4 } \ Old MacArthur Blvd Te111>orory Pavement var var 21.-51. Var 27'-42' Jl1. & var T»?'<!f Section A-A No Scale IIOUfl 12 Oro 73 «=-,-~--- MOIIT(A[Q CIVIi.. (NOINIIII P'I.NII -..OVM.. DAfl Nil.II la,l•·AI--• A ...... , ... IH, Two Vent...-e, Suite 550 lrvlne, CollfOr"nlo 92111 POOR DUALITY ORIGINAL DETOUR LAYOUT STAGE 1 SCM.[1 I" • ~o• DE-1 • • • t Var 0'-20' 72' Newp0t"t Cooat Drive E>elatlnQ 1 EP ETW 1' vcr 51'-70' "NCD" Vcr i i i i ....• ~ ••• J~-------------·--:T••• ~=-------Teff'P<lt"<rY Roi 1109 I Type Kl 22' 15'-34' Typical Section A -A NO SCALE I N2UQ46§.600,. \ 9.1111 0.202s _:m &!'..liill: ,.c Pavement Over g• A.e .. 4• Teni,«ary conatruct for Detour Pavement SC-14 and 15 I See Sheet• Traffic Centro• De I I neat I on and Rood prof I I e. for hff'Por or Y See Sheet DE-:S See css 1-5 for Survey control. EP 2'Mln. to Face of Folse W0t"k Te111>orar:y Roi I lno CType Kl-Scuppered ExlstlnQ Newport. Coos t or Ive----... _____________ .:\,_ __ Teff1)orory RolllnoK l Type KI LEGEND Teni,orcry AC Povennt f Folaework Mlnlm..n Location o ,011 MOUC[D l"'UNS n 88' CMa,c.) on Skew ~ :• to Center of Folae Work : 22' i i I 2'lj Teff'P Roi I lnQ (Type KI Typical Section B -B NO SCALE 2 P j 2,Mln. to Face : of Folse Work I :S' No. R 11: 205.00' '2 978.00' ':S 322.00' '4 :S00.00' 5 79:S.OO' 6, 707,00' 7 294.00' l BJ, :so:s.oo· MOIITIMD CIVIL INIIIICPI l'UNI ,,.,,,.,,._ ... , .. --... a .... ,. l11nlllM, IH, T Venture. Suite 550 ,;:,ne, California 92711 CURVE DATA Radial Point A T ' L 'JN2181455,8129/E6074070,2117 02•22•37• 45,74 91.◄7 'N2180898.:S881/E60728:S4.◄060 24•08'0◄• 209.08 411.96 81019 7609tE60716s1.:s922 o1•:so·s ◄-◄&.◄:s' 92.n • 6 '"0' 111. 25 21 •◄o·sz s •J o4•04'06• ,0.16' 21.s2· DETOUR LAYOUT STAGE 1 SCM..E• 1" • 50' DE-2 • I I I I I 1 l I I I I I i I I { i \ \ ! I I I I I I I I I I I I I i I I I I I I I I ! I ! ; ! I ! I ! i i i I ! I I \ i I \ \ I ! . ------------==~1-· ~ __ ---------~---:--------- I I : ; I I I I I i I I i I I I : ! I I I I i I .. ~ I I I I I ! ! i I I I I I .,, ... I I I I I I II I I II I I I I I I I I I I I I I I II I I I I II I I I . I II I I I I II I I II I I I I II I II 1111 I 111111111111111 111 I I I I I ·I I 1111 'I 11 1 1 I 1-1 ! 1-1 -I 1 .. 11.11 . 1-111 I I 1 • I I I I I 1111 1111 i I l I I I I I I I -l .LL.I I l I I i i I I ! I i i I I I I I I I I I I 1 , ; r ft~1 1 1 1 1 1 1 1. 1 1 I I ! i I I I I I I I ! I I I I I I I I I IV> ~ ~ "' li ! ! l ril , ~~ADcl ! ! Oui~s1ic3 u1ori I : I l:.a!77+: : I ~i i I I I i I i I l ,~ r-y jo i ! ,e, i I I I I i I i I ! i I I I i i ' I ""~ • t I I i I I I I I i i i I I I I I I I I i I • i i I :_,i '.i : I I i i ! : t f : : : i I I I I I I I 1 I I I I I I i I ! i ! I I I i ! I I i l \ ! i ! ; i I i ! i ! ! I i I ! I I l I I I ! I ! i : I I ! Ii. i I i I i ; : : ~ I I I l I ! I I I I ' 0 '1 e o k I I I I I I : i I I --~t I I r I u! T ! ! I l I I I I I I .... Uff ~i 11111 111 _ , 111111111 I i i I I i I i I I \ I I I ! i I I i I I ! I I ! l I I I I I I I I I ! I I i : : : i l : i i i ! ' i ! I I l I I : I i i ! I I ! i ! :.,. I I I ! I I ,· I ! i I I I : I l ! I i I I I I I i l I I I ! I 11'1 ... ! I : I S:3IJN3!ll:I~ l:IOOil:lt:10:J NO U l:I .Lt:IOdSN"'"' l - <... 0 0 r! • I•• .. ,. f ~ -' ~ ' 0 ► ~~ ~i 3~ 6 ... " ... 0 ' r .., ~ 0 >-GI ~ ~ a: a: 1/1 cow a. a-111-u z a: z "a: w a: 0 C) ... u" NOTES1 POUR OUALITY ORIGINAL '\ ' 1. Construct 3• Terrporory AC Pavement Over s•Ae. 2, See Sheet SC-16,30,35,◄0 for Traffic Control, ES ES ETW C. ETW ETjW I E W ~8:...' .. 11------='..:6:...'..:•:...◄:..:8:...'...:•:.:'=-:V:.:or:,..:•:_-1:,._7 Y~zi....7'.i,..----◄.:..◄.:..'-•:...◄.:..8;;.__' ---t•0;:..'_,:....;8::.,',f ! i,J.8'& var. 38' I i I ··········~··················r· 2.51, & var, : t z z z z z ;iz, • :::::::::::::::1::::::::::::::::. ::::::::::::::: .. ·······"···••or, 2.5'1 & var. . :.:: ....... :::·:::::::::::::::::::::• .. ::::::::::::::::::::::::r:.l Install AC Dike <Type Bl TyPlcal Section No Scale ••• -• :~ .. ,g_::;:.~~;:1:~::,:.~. \:~' \ ,,,:; . ···,~ ... '.:>:: :i::~:':::_~~ ::.~ .. ::.:.~ .;_ ::~~,---::✓.> .:~,~•······. --... -,-~···. ;i..""'\ ·--,. ... ~R~rrove ... i~'i;,·;~; ci.ri>·4,·ii~·1te(·:: .. -,·· ,;::.. -•• -···-. "--·:.:~·: .. --::: -·-----~.. ~ -. . I •• -.. :·~~:----,_:_.,~.:, • -~·~~ -~ . : ,PJ;._,_. ·---.-~.~·-Relocate Exlst•lr:19 Slon ·---. .· .• ·.·--•• _-:_· <. . -, ... , •• '-.. ' ,,,it>,?.:;~;, :~?~= Nos•·;2: Dta .•• , . r 7 •E .-;j/Oc,4 • . ........ r.....,.,.,_·_,,-· __ . rtt,I.Jr -... . •L-,;.~---•-<_;.· 50'LT - • ·-··· .... ··-. .. ·.•• :-• <: • i :t\i~1~IlG~½~1:~·;;,,_1f i : c..,t.,~ •• . . . J .•... 4 • ·_·--5 • ._ • •. s,·: .... ·.'-:>.-,:,~-.:· 1·'.'''. ··-...... • ' f• ....... • --~~::_::·· ·~~:~::~ ;<-:,\\ ·>,),',,~_:/' ··:~-~-,,:':.~,1··/-::_;.;.·:. __ ··_· ~:::-~~==::""'::-----.. LEGEND C22:J Terrporory AC Pavement P-OR A[DUCt:D Pl.NC$ 0 2 llil 12 Oro PLNIS N"l'IIOVM. DA Tl ... , ... AHa.. a....a., ... , ... Two Ventl.6"e, Suite 550 lrvlne, Collfornlo 92711 DETOUR LAYOUT STAGE 1, PHASE 1 sc.-a..t• , ... 50• DE-4 ..... - ► GI 0 ~ > ~ ..J IL u ' 0 ► wm ';co ~i 5~ ... u i ◄ u .. z 0 0 ~ > ~ w !c 0 VI ID ID ► CD ~ ~ ffi ... ~ IL d l ___ ____,5~,::8_' ----' i 19' 39' r-+----~;__----i 1 Phase 4 Detour Old MacArthur-81, j ETW3• Var 58' -64' , i--- _, Phose 3 Detour I 1 I 1 Slopei i :,•E!j / , ,, J;Pc::z::=~:::z::::2:=z::::~ : :·::_· __ ·_,. _____ ........................ -•-··-····-.................................................. T~ NOTES I 1 • 2, 3, Construct 3" Terrporory AC Pavement overs• AB, See Sheet SC-16,30,35,40 for Detour Pavement Dellneotlon, and Traffic Control Du-tno Phase 3 Construction, See Sheet DE-7 for Terrporor-y Rood Proflle, See Sheet SC-30 for Placement of Teff'l)crcry Roi lino I Type KI Ie~_Qf"~ I Type Kl LEGEND Roi I In leff'l)cror-y AC Pavement OG y ~ i j. New Mac~i:thur-81. i Var 48'-51' iY~ I p-8 c ................. :::a:= Typical Section B-B No Scale I • ····-·· Ill 12 Oro IIQUl( 73 DAll POUMLI tOlaL pfl(IACl 23,l/25,5 larlaa•AHIIIM.. AHHl■I .. , •••· Two venture, Suite 550 lrvlne, Collfornlo 92111 POOR DUALITY ORIGINAL Teff'l)orory Roi I tno [Typo Kl I 'Min.,~ ~~ -, Detail Temporary Railing (Type K) No Scale , / ,,,,, , i, / ,, ~.,~ . I._ • DETOUR LAYOUT STAGE 1, PHASE 3 SCM.[1 1" • 50' DE-5 I -•. _, Ill l&. CD Cl CD I .. u i • u .. z 0 ~ <I ~ CIC \II ... i!l I&. . C) a: a: "' oow n. a -In -u z a: z <I a: l1l a: a CJ ~ u <I ... ~- • -~· I.I.a.,". HOTES1 t. Construct 3• TenpCA"'ory AC Pavement Overs• AB, 2, See Sheet SC-16,30,35,40 for Detour Pavement Dellneotlon and Traffic Control, 3. See Sheet DE-7 for Terrporory Rood Profile. 4. See Sheet SC-35 for Placement of Terrporory Rallln9 !Type KJ, ·• .... , ....... Var 60'-65' var Phase 4 Detour- 111 SloPe 16' j 19' Ph se 5 Detour ! I ! :'t.·········· --. . ·;·········• Old MacArthur BI_J 58' 39' Phase 4 Detour- Typical Section A-A No Scale LEGEND ~ Terrporory AC Pavement r011 R[OUC[O l"LNfS 0 2 Ill \;UUNI I 12 Oro 73 ...e:::..._.._-.~-7--""'- MOIIT[AED CIVIL INIIIIC[R Bart•■·Aaoll111a11 A1Hol1IM, IH. 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DE_ .. o_u_R_-t---+---~--+--f--~---~---·1---i---i- • • · ~ l§ ~ ~ ·-····-·-··-----·· -············· ·--·-·--··· ··---·---· Scale a ~::~~~ ~~al \ ::.\iq·• OET( iU'1P1 IOFl[E ··-·-·-··--··- • u 4 ---·---·-----······-·· ••••••••••••••• ··---··,-'---....... ------1-•---•J----+-----1----+---'i,..;..~;.;..;;.i:,.;.---+.;-..;..;;.-+----l--- 1·---· -----+·----+--9TA8E 1---·· ····---··--··-· - . ··-············'----l,---l----1---•l---lf---t-----t----t---l---+---t---t---t---,-•1---•---+---,----i----Jl---'---· -------i----t--•flt =7···--··· - --. n 1 , .. 1 .. c,,. I I I ~l'"~··-----------------_---------------------_---_---_-_-~-::::"--::-0:::-::-:";-:;;-:~-:--:~-:0--_-_-_-_-~-_-_-_-"'";-_-_-_-_-";"-_-_-_-""":-:--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-ri~n-ft-ft-_-~-"ii-":"'-;-'-';"'!-~-:""'-_-_-""":-r---=_= _= _= _=_=_= _= _= _= _= _=_= ,_= _= _= _= _= _=_= _= _= _= _= _= _= _J::J ... -=-~ , POOR DUALITY I I ORl~INAL • • •--- I . I r-~,-----------------------------------------------··· ► I f w ~ ~ Q .., in I&. CD Cl CD ' at ► ID ;1 g ~M i II: I I t i I&. . ..:, ~ ... ~ t IL I IL w 92' & Var w vor 0-20' Var 0-18' 1Vor ,0-4 NOTESI Typical Section No Scale 1. conatruct 1 • Te1TPorory AC Pavement Over 5 • AB, 2, See Sheet SC-20,21,51,53 for Detour Pavement De 11 neat I on and Troffl c Control. l, See Sheet OE-10 for Ter11>crory Rood Prof I le, 4, Se• Sheet DE-12 for Cross Sections. IL w IL w Vor 54' & Var Exlatl NB SR-73 CURVE DATA No, R I::,. T L (1} 2004,00 16°55'52 • 298,27' 592,19' LEGEND ~ Terrporory AC Pavement r011 MOUCtO l'LNfS 0 2 J IIOIUI 12 Oro 73 --=-'-~ MOIITIMD CIYIL INOI .. Pl lartH·A1111■.. Aaa .. 1a1 ... 111. Two Ventur-e, Suite 550 lrvlne, Collfornlo 92111 POOR DUALITY ORIGINAL DETOUR LAYOUT STAGE 1 SCM..E: 1" • 50' DE-8 0 t ' 0 ~ i w ~ ~ 0 ..J Ill LI. ID c., ID ' ~~ >-II e ~i is 5~ ~ -'-j m t ~ i ~ ~ ... ~ w~' l Z 0 ::J 0 I!? 1B ~~i~ T"" tH ,<(/) ln NOT[S1 CL w t. Construct 3 • Teff1)orcry AC Pavement Over 5 • AB, 2, See Sheet SC-20,21,51,53 for Detour Pavement Dellneatlon and Troff I c Control, 3, See Sheet DE-to for Teff1)0f"Ol'"Y Rood Prof I le. 4, See Sheet DE-12 for Cross Sections, CL w It I 92' & Var CL w Var 0-20' Var Var 0-18' 54' & Vor EMIStln NB SR-73 ---...._ N49°22'0t •w ---- 1 SR-l3 8 LEGEND CZ72J Tetre>orory AC Pavement CL w ... ., 5 I POOR DUALITY 2 12 Oro 73 ..c::,,_...__. ~ c:;?::::s»-, - MOIITf:MD CIVIL [NOIIC[II DAt[ llert••·AHlllae• AeHelel••• •••• Two Yente.re, Suite 550 lrvlne, Collfcrnlo t2lll -..-----..,,,--_____ ______ .___,_,. __ ····--- ., .. 8 ' 3 o,ru DETOUR LAYOUT STAGE 1 SCALE• I" • so· DE-9 ORIGINAL -------------------------------:-::=-=~-::-:.---::~---:--~-~--.;.~---..:.:.:..~.:.._--,,___ ___ ~ ___ _J ·-...... ,,,....".. .... , I ■--. I I ~--. l ... -.... • I I , ........ rl'M.&\,,. 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C, 0 z z Cl -11'1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 25 SIGN COOE C51Rtl SPECIAL C6111od C51ltl SPECIAL C51Rtl SPECIAL Cl SPECIAL SC3 SPECIAL C51Rtl SPECIAL SC6 SC6 Cl SPECIAL C51ltl SPECIAL SC3 SPECIAL C51Rtl SPECIAL C51ltl SPECIAL C51Rtl SPECIAL C51Ltl SPECIAL C51Rtl SPECIAL C51Ltl SPECIAL CSILtl SPECIAL SC3 SPECIAL SC3 SPECIAL SC3 SPECIAL C51Rtl SPECIAL Cl SPECIAL SC3 SPECIAL SC"llod C38 CONSTRUCTION SIGN QUANTITIES 11'1 POST SIZE NO. rJ POSI z Cl -11'1 PANEL Ill: ,., 0 SIZE 4 "X4 • 4 -x,. , .. ,. POST POST 1 INI z 1 48X18 X X 1 72X12 1 48X60 X X 1 48X18 X X 1 53X12 1 48X18 X X 1 53X12 1 30Xl8 X X 1 72X12 1 48X18 X X 1 53X12 1 48X18 X x. 1 53Xl2 2 48X60 X X 2 48X60 X X 1 30X18 X X 1 53X12 1 48X18 X X I 72Xl2 I 48Xl8 X X I 72Xl2 1 48Xl8 X X 1 72Xl2 1 48Xl8 X X 1 53Xl2 I 48X18 X X I 73X12 1 48Xl8 X X 1 72Xl2 1 48X18 X X 1 53X12 1 48X18 X X 1 73X12 1 48Xl8 X X 1 53X12 1 48Xl8 X X 1 72X12 1 48X18 1 73X12 X X 1 48X18 X X 1 53X12 1 481118 1 53X12 X X 1 30X18 1 72X12 X X 1 481118 X X 1 53X12 1 48X60 X II I 48:06 REIIARlS NOTICE THIS RAMP WILL BE CLOSED TEMPORARILY THRU SC6 DETAIL A I In P I ace One Month Before Clasu-el NOTICE UNIVERSITY DRIVE Off RA~ WILL BE CLOSED TE~ORARILY THRU SC6 Modified DETAIL B C In P I ace One Month Before CI asu-e I I 0 C51Rtl SB MacArthur 0 MacArthur Blvd Cover E><lst r";\ SC612 l ~ I A l ► t- Vl 0: w > z => / IIIJUt( 12 Oro 73 23.7/25.5 --=-----, ('>.., .~---~- lllOIIT(R£D CIYI~ INOINIIA BartN•Ahiia• AN .... , ... l■a. Two Vent~•• Suite 550 lrvlne, Collfornlo 92111 C51Ltl ~ rir"'Ma-'-c"-,A:-r-,t-=-hu---::B:,-.,1,--v-,d ~ SC-3 SB MacArthlr Blvd 12 ~c~s~,R~t~,'----~-1,3 SB MacArthur Blvd C51Lt l University Dr C51Rtl ~ NB MacArthur Blvd\:.V C51Ltl 16 SB MacArthur Blvd MacArthur B C-;\C5CLtl \:.VUn !-'I v .. e __ r __ s-:1,-,t-y-=or~ :~ MacArthu-BI vd 20 Blvd® DETOUR TRAFFIC POOR DUALITY ORIGINAL C51Rtl '2]' University Dr~ NB MacArthlr Blvd 24 1, Close Southbound MacArthur Blvd to University Dr On ond Off ROIT'Ps, Detour Southbound MacArthur Blvd Traffic to Jont>oree Rd to University Dr. Detour University Dr to SB MacArthur-Blvd On-ROIT1) Traffic to Jont>oree Rd to Bison Ave. 2, Close NB MacArthur Blvd On ond Off ROIT'Ps to University Or, Detour NB MacArthur Blvd, Traffic to Jont>oree Rd to University Dr arid to Bison Ave to Jont>oree Rd • to University Dr. Detour University Or to NB MacArthur Blvd Traffic to . Jont>oree Rd to MacArthur Blvd, CONSTRUCTION AREA SIGNS STAGE 1 NO SCM.E CS-1 ·-···---···---~----=~---:--~~---::----:------'------------r-------".'"-.-----~ d z z C) SIGN -CODE Ill I CSIRtl SPECIAL 2 C51Ltl SP£CIAL 3 C51Rtl SPECIAL CSIRtl 4 SPECIAL 5 SC3 SP£CIAL 6 ISC&lllod l C2 TYPE N 8 SC3 SP£CIAL 9 Cl SPECIAL C51Ltl 10 SPECIAL SC3 11 SPECIAL SC3 12 SP£CIAI. e: 13 SC6 •·--I a: 2 w ... t-~ u i I&. d. • u t- SC3 14 SPECIAL 15 CSILtl SP(CIAL Cl 16 SP(CIAL CSIRtl 1l SP£CIAL CONSTRUCTION SIGN QUANTITIES Ill z C) -Ill PANEL d SIZE I IN> z I 48Xl8 I 66X12 I 48Xl8 I 66X12 1 48Xl8 I 66X12 1 48X18 1 66Xl2 1 48X18 1 66Xl2 2 48X60 1 48X30 2 18X18 I 48X18 1 66Xl2 1 30X18 1 66Xl2 1 48X18 1 66X12 1 48X18 1 66X12 1 48X18 1 66X12 1 48X60 1 48X18 1 61X12 1 48X18 1 61X12 1 30X18 1 l2X12 I 48X18 I l2X12 POST SIZE ~. CJ POSl (1£ TIO 4•x4• 4•n· ,-x,. POST POST X X I( X I( X X X X X X X X X X X X X X X X X X X X X X X X X X X ~□IICE NEWPORT COAST DRIVE WILL BE CLOSED THRU SC6 Modified DETAIL C RCIWIIIS BARR I CAD£ IOJNTED I In P I ace One Month Before CI osure I NOTICE THIS RAMP WILL BE 'CLOSED TEMPORARILY THRU SC6 DETAIL A I In Place One Month Before Closurel NOTICE. UNIVERSITY DRIVE OFF RAMP WILL BE CLOSED TEMPORARILY THRU CSILtl 2 Newport Coast Dr / ./ 3 C51Rtl Newport 0Newport t / CSILtl .f .r.-:N~e~wp~or'-'--ct---=-coo-s~t-=-~ Exist Cl Exist C51Ltl /_'SBMocArthur Blvd IIEOISl(A[D CIVIL ENDINEE~ l'L-WNIOVM. OATI ■ertN•Ahiia• AN .... , ....... Two Venti.re, Suite 550 lrvlne, Collfornlo 92118 POOR DUALITY ORIGINAL !-Mo_c_A_r t_h_ur___,B,-1,-v....,d ~,so~----"'\ ~"l Exist C51Rtl / • Exist SC-3 SB MocArt:.:.hur~..,,.B-lv_d.,._ > sc-3@ SB MacArthur Blvd SC-3 5 Newport Coast Or / Newport Coos t SC-3 @2 / FOIi MDUC£D l'\.Nfl o --............ ···-· ....... . r l I >- Newport Coast Or Exist C51Rtl SB MacArthur Blvd Exist SC6 Mod IDetoll Exist CSILtl Exist C38 / University Or SC6 13 / Exist C51Ltl IOetoll Al SB MacArthur Blvd DETOUR TRAFFIC SC-3 14 MocArtt..Jr Blvd Exist C51Rtl lverslty Or IL ti cArthur B Exist SC-3 University Or CSIRtl ll SB MacArthur Blvd Exist C51Rt I University Or Exist SC-3 University Dr 1-I, Open Ford Rd for Traffic From Newport Coast Or to MacArthur 1/1 a: w > z Blvd ond Close Newport Coast Or From Bonito Cyn Or to Moc Arthur BI vd. ~ 2, Continue Closure of Southbound MacArthur Blvd to University Dr On ond Off Roope. Detour Southbound MacArthur Blvd Traffic to JOfl'boree Rd to University Or. Detour University Or/SB MacArthur Blvd On-RORl> Traffic to JOIJt>oree Rd to Bison Ave. 3, Close Permanently "Old" Brlatol St So,/JOfl'boree Rd to SB MacArthur Blvd On-Roop, Detour Traffic To JClflt>oree Rd to MacArthur Blvd, CONSTRUCTION AREA SIGN STAGE 2 NO SCM..E CS-2 r,, , ..,, .,., •·-· .. 0 i 4 0 .. .z 0 .... <l .... a: w ... u, 0 I&. u . a: a: (/) ·: 0 0 W •• ll. a ... • ' ~ii'~ t er. w i: 0 C) t-u (f -~ I Exist CSIRt) 1fewport Coast Dr ~<,., .. Exist SC-3 / Newport Coast Dr \ \ ~,so~ \ Exist SC-3 ~- r/Newport Coast Dr \ Exist Cl Newport Coast Dr >-I- V) a: w > z ::, ' '\ DETOUR TRAF'f'IC 12 Oro IIOUTI 73 ,Olf NIL I fOfM. l'M.-tf -= -· ~ R£011fEIIED CIVIL ENOINIIR PLAHS N'ftl!OYM. IJAfl ■•rl .. ·ANl.au AN .... , ... , • ._ Two Ventu-e, Suite 550 lrvlne, Collfornlo 92111 POOR DUALITY ·o R 16 IN A L 1, Continue Closure of Newport Coast Dr. Detou-Traffic to New Ford Rd to MacArthur Blvd, CONSTRUCTION AREA SIGNS STAGE 3 NO SCM..E CS-3 •--· ► i GI I ~ w ~ ~ 0 .... 0 ► ► li GI g 5~ ~ e I ffi ... t; ~ ~ I&. ( d. z a ... l-ei l-a: a: Vl oow a.. 0 ... Vl -U z a: z Cl a: W a: a e> t-u <I 2 J ◄ 5 6 1 SIGN CODE C5A G28 G◄l CONSTRUCTION SIGN QUANTITIES VI z ..., POST SIZE INO, If POSl -VI 0 z PANEL I»£ TIO 11~~ 4"14" 4-X,• 6"X6" POST POST RCIIARlS 2 21X9 2 2 2◄X25 X ~~2_1_X_9--t X G]41ltl 2 21X15 CSA 1 G28 1 G◄l 1 GJ6 1 SC6 2 C5A 1 G28 1 G◄l 1 GlURtl 1 CSA 1 G28 1 G◄l 1 G:36 1 Cl 1 C5A 1 G28 1 G◄l 1 G◄l 1 21X9 2◄X25 X 21X9 21X1S ◄8X60 X 21X9 2◄X25 X 21X9 21X1S 21X9 2◄X2S X 21X9 21X1S JOX18 X 21X9 2 ◄X25 X 21X9 21X1S X X X X X X I F'OR IICOUC[D PLNIS • \ ""'I'~ &Q Ex I st sc=---_:,:;.__-=-~ /Newport Coast Or ~ ,, ----=Exist SC-3 ~ Ne .. ort-ciiosi o, / Exist Cl1 Newport Coast Dr NOTICE THIS RAMP WILL BE CLOSED TEMPORARILY THRU SC6 DETAIL A tin Place One Month Before Clos1.re1 Closed D1.rln This Stooe 0 .t5A G2~a-1 R=--t-e--=1=:s-e'1 G ◄l G]◄llt I Al :S Cover Exist Sign T:S North Rloht Lone Cover Exist SI n Rte l3 North 5A 0 G281Rte 131 ◄ G◄l G:S ◄IRtl ......... 12 Oro 73 --=--.... _, ~-- MOISUAED CIVIL ENOIICUI ... , ... AMM.u lNMlalN, , ... Two venture, Suite 550 lrvlne, Collfor-nlo 92111 POOR OUAllTY ORl6\NAL G2~ G◄7 G◄l G~tmem© G◄l G:S6 >-I- VI a: w > l~A _r:;"\ G28tRte n10 G47 0 z :::> G:36 DETOUR TRAFFIC 1, Close Exlstlno NB MacArthur' Blvd to NB Route 7:S On-Ro,rp, Detour Traffic to Jont>oree Rd to Bristol St 2, Close Exlstlno NB Jorrboree Rd to NB Route 73 On-Ro,rp, Detour Traffic to Bristol St :S, Continue Closl.re of Newport Coast Dr, Detour Traffic to Ford Rd to Moc~rthl.r Blvd, CONSTRUCTION AREA SIG STAGE 4 NO SCM.E CS-4 .c •. f . ---j ... u i ◄ u t- z D a: LI.I ._ ~ I&. . C) Exist C51Rt~i ________ Newport Ccxist ~~:" /Exl,t C51ltl vewport Coast • o~"' ~ ' -v," -~xlst S~ Newport Coast Dr \\ ~ ~ l"~-3 <" . Newport Coast Dr ► 1- Vl a: w > z ::i DETOUR TRAFFIC IIT CCUtU IIOUTI 12 Oro 73 11£011TIIIIO CIVIL ENIIINl:IR I'\.-N'l'flOV"'-OATI l'OI N LIi TOT"'-l'flO..e:tT Barl•·AI ...... A ...... , ... , ... Two Ventu-a, Suite 550 lrvlne, California 92111 POOR OUALITY ORl61NAL 1. Continue ClosU"'e of Newport Coast Or. Detour Traffic to New Ford Rd to MocArthur Blvd. CONSTRUCTION AREA SIGNS STAGE 5 NO SCM.E CS-5 • II: w ~ •··· f m ll .. g u i I&. . 0 C u .. • SP-1 NOTICE THIS RA._,, WILL BE CLOSED TE.,,ORAR IL Y THRU DETAIL A IIN PLACE ONE MONTH BEFORE CLOSUREI \ '\ ' ·, '· / ',~ / I ,011 MOUCED P\.Nfl o 1""1n11• .. t•• "'""••I"" t~ .,., .. ,,..,.,.._. I >-I--Ill a: w > z :::i 2 l I 12 Oro 73 -=:.-.... , ~~----- IIEOIIT[MD CIVIL IICII.CIR l'UHS M't'IIOVlll. DATI .................... , ... , .. Two venture, Suite 550 lrvlne, Collfornlo 12111 POOR DUALITY ~\ \ ~A G 2 ~8 l~R:-:::T=E_,7=3,.....1 G36 ORIGINAL 731 CONSTRUCTION AREA SIG" DETOUR LAYOUT STAGE 6 NO SCM.E CS-6 • • • 0 w ► VI m > 0 w w a: VI w > I-w ◄ a: 0 ' O ► ► wm m ';o o ...1W W :, z " u~ u ..JVI W ◄W X uo u I .,11 • • 3 I MB-3 STA 346•43.33 END DETAIL 36A BEG DETAIL 25A BEG DETAIL 278 LEGEND F 'FWY" PAVEMENT MARKING 0 'ONLY' PAVEMENT MARKING S "SIGNAL' PAVEMENT MARKING A 'AHEAD' PAVEMENT MARKING I DELINEATOR -TRAFFIC FLOW DIRECTION tmlli I. ALL PAVEMENT MARKINGS AND STRIPING SHALL BE THERMOPLASTIC UNLESS OTHERWISE SHOWN ON PLANS. 2. FOR ALL PAINTED PAVEMENT DELI NEAT ION TWO 121 COATS OF PAINT SHALL BE USED. 3. EDGE LINE OFF~ET 2' FROM CURB FACE UNLESS OTHERWISE NOTED. 4, ALL LANES 12' WIDE UNLESS OTHERWISE NOTED. 5, ALL DELINEATORS CLASS I, TYPE FOR CONCRETE BARRIER DELINEATION PER A 75A UNLESS OTHERWISE NOTED. 6. ALL EXISTING CONFLICTING STRIPING ANO MARKERS SHALL BE REMOVED. 8 1 6 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY PlAHS APPROVAL OAT[ rPL ond Aaaoolot••• Inc. 10 Corporate Pork, Suite 310 lrvlne, Collfornlo 92714 POOR DUALITY ORIGINAL 5 PAVEMENT DELINEATION PLAN SCALE• I•• 50' PO-I END SECTION 3.3 BEG SECTION 4. I 0 RTE 73 ~ STA I 145•00 w ► Ill m > B w a: Ill w > I-w ◄ a: 0 • ~ ~ ,D "' ' O ► ► wm m ·~o 0 -'w w ::,Z w: uQ u .J Ill w ◄W X uo u • ii C> ► • I Ill • 73 ft. MATCH LINE SEE SHEET PO-I z uso ROUTE 73 --------------=----------- BA-2 STA 249•72.77 12' WHITE LIMIT LINE BA-2 STA 250•23 END DETAIL 25A BEG DETAIL 36A DETAIL BA-2 STA 252•93 END DETAIL 36A BEG DETAIL 8 -J MB-I \ MACARTHUR BLVD\ BA-2 STA 256•00 END DETAIL 8 5 12 PLANS APPROVAL OAT[ FPL and Aasoclote1, lno, 10 Corporate Pork, SUlte 110 lrvlne, Collfornla 9Zll4 l POOR OUAllH ORl6\MAL ------------ DETAIL TYPE F a 78' ---L--~-L- 4..-_ _.5 __ _ 1-------__ i------ --~ - - - _JSQ..._ - - - _J - DETAIL 278 FOR NOTES AND ~E°tEffDS, SEE SHEET PD-I THIS PLAN ACCURATE F PAVEMENT DELINEATION ONLY FOR AEOIJCED PLANS 0 • I 2 MB-I STA 155•65 BEG DETAIL 10 DETAIL 10 PAVEMENT DELINEATION PLAN SCALE• I•• 50' PD-2 ■ e ► VI m > s ~ !!! w > 1-w c( a: 0 ' o ► ► wm m 1-a <lw e sz ~ ug u ..JIii w c( w :r uo u a:: w .... .. Vl u 0 i LL 3 • c., .. 0 0 ♦ co -Ill I 0-a.. t-,c( ~~ :J: w Vl z ~ -' Vl :J: u t-,c( ~ ~ ----------------- PLANS APPROVAL DATE: FPL and Asaoclatea, Inc. IO Corporate Park, Suite :SIO lrvlne, Callfornlo 92114 POOR DUALITY ORIGINAL --- ----~2 --------- 25A 9 --- DETAIL 278 MB-3 t 4 ---------• --- MB-3 STA 364•29 END DETAIL 25A END DETAIL 278 BEG DETAIL 36 5 --- DETAIL 36 ----• ---- MB-3 STA 367•00 END [IETAIL 36 BEG DETAIL 388 12' ------------- 2 ----- DETAIL 388 20 ; __ _ RTE 73 STA 1170•00 END DETAIL 388 BEG DETAIL 37 ~--~-----------------------------------------------------------' ·------------------------- 1160 2 ROUTE-73 :, 5 6 1 • 9 RTE 73 ~ MATCH LINE SEE SHEET PD-◄ FOR NOTES AND LEGENDS, SEE PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY DETAIL 25 110 144' DETAIL 14 DETAIL 13 2 PAVEMENT DELINEATION PLAN SCALE• I' • 50' PD-.3 ---------------~---___; ______ __,, ____________ _j • •-- • ► a, s Ill > w a: I t l 3 ... I s Ill > w a: w ... ◄ 0 0:: w I- Vl 0 LL • C) Ill MB-8 STA 860+88 ND TAI 10 BEG ◄' WHITE MB-8 STA 861 •'48 12' WHITE LIMIT LINE MB-8 STA 861 •99 ENO OE:TAIL 25A BEG DETAIL 36A 36A 3 ROUTE 73 4 MB-8 STA 86◄•52.BI END DETAIL 36A BEG DETAIL 8 ENO DETAIL 278 MATCH LINE SEE SHEET PD-3 6 l DETAIL 8 MB-8 STA 867•52.87 END DETAIL 8 BEG DETAIL 13 I 25 110 DETAIL 13 12 Pl.ANS APPROV&l DAT[ FPL ond Aasoclote■, lno. 10 Corporate Pork, SUit• 310 lrvlne, Collfornlo 92114 POOR DUALITY ORIGINAL RTE 73 { z --------------------------------------~ ~~~~~1~~~f:=~-::~~3 ~~~~~~~ 4~~~~~~~~~=w-==--=-~~~==4~~~~==-==-=-==-==-==-==-==-=~ ~ MB-◄ STA ◄6'4•99.51 DETAIL 36 END DETAIL 25A MB-4 STA ◄67•59.9 ◄ BEG DETAIL 36 END DETAIL 36 END DETAIL 10 BEG DETAIL 38 ~ ---- 6 ------------------------------------------------------ MB-I STA 159•13.86 ENO DETAIL 25A N 8 I 2 • 9 110 I 2 • I 2 -, -12' ----------------------• ------------R __________________ _ ----------- Ill CID ♦ -OETAIL 40 DETAIL 378 MB-I STA 160•1'4.29 ENO OETA IL 36A MB· I STA 159•6:f BEG DETAIL 378 - STA 167•25.JO 12' WHITE LIMIT LINE MB-I STA 159•13.86 12' WHITE LIMIT LINE BEG OETA IL '40 TYPE 11 CR> CTYP) STA 170•00 ENO DETAIL 40 DETAIL 25 DETAIL MACARTHUR BLVD i FOR NOTES ANO LEGENDS, SEE SHEET PO-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOA REDUCED PLANS 2 I 38 378 ------- ---12' ------- • 12' ---- ______ & ____ 1 ------------ SIE=--r----1:.~-1m' 2t' :-:---=====::::::.::;.:::..:~ ~ a, ,... Ill ♦ TYPE 11 CR) CTYP> TYPE 111 CRI CTYPI STA 17"•28 ENO DETAIL 37B BEG DETAIL 38 US-I STA 176•90.77 END DETAIL 38 BEG DETAIL 36 BEG DETAIL 10 DETAIL US-I STA 178•90.50 END DETAIL 36 BEG DETAIL 25A BEG DETAIL 27B 25 DETAIL 25A DETAIL 278 PAVEMENT DELINEATION PLAN SCALE• 1 • • 50' PD-4 • 0 w ► Ill m > 6 ~ Ill W > ~ w "' a: 0 0:: w I-.. Vl i 0 l.J... . ◄ <.:> u .. l 0 Ill ♦ N "" r-I 0-a.. 4 I-I-w 1/) w :t: w 1/) z w ...J w 1/) :c u I-4 :! RTE 73 (t 6 5 •SIGNAL AHEAD' 13 EAi z UNIVERSITY DETAIL 278 DETAIL 13 DETAIL 37 ------------------------------------------------------ DETAIL 25 ROUTE 73 5 6 II 9 neo MATCH LINE SEE SHEET PD-6 FOR NOTES AND LEGENDS, SEE SHEET PD·I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY ,OR REDUC[D PlANS ·O I PlANS APPROVAl DAT[ FPL ond Aaeoclotee, Inc. 10 Corporate Pork, Sul te 310 lrvlne, Collfornlo 92714 POOR DUALITY ORIGINAL 12" WHITE TYPE 111 (R) TYPE Ill Cl) DETAIL 278 300' DETAIL 38 PAVEMENT DELINEATION PLAN SCALE• I"• 50' PD-5 •-- • ► ID @ Ill > l&J a: ' @ \!! > l&J a: l&J ... ◄ C C ► ► 1&1111 ID ... c ◄w C ..Jz l&J =>u " u_ u ..JIii l&J ◄W X uo u I 0:: w .,_ .. l/l u 0 i LL 3 • <.:> .. I In l 4 . ---~ -----..;;:1=------- '--------- ... I 0 n. t-w w :c Vl DETAIL 0 Ill ♦ N r- ~ t-V, w z '- DETA~t7B US-I STA IBl•llt-t3 END DETAIL ~ END DETAIL 25 END DETAIL 278 JOIN EXISTING STRIPING DETAIL \ \ \ s BEG DETAIL 38B MATCH LINE SEE SHEET PD-5 73 8 9 HBO RTE 73 STA 1182•69.99 END DETAIL 13 BEG LANE TRANSITION ---------------------~ ---------------------+' -----------------------+- TYPE VI lTYPI (AT 200' SPACING) U-2b STA 488•35 END DETAIL 10 111 lRI ITYPI .,, I 12· 250' DETAIL 38 Fzl JOIN EXIST STRIPING STA 182•02.:n MACARTHUR JOIN EXIST STRIPING UNIVERSITY RAMP I l FOR NOTES AND LEGEND, SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY rl\A nr"' w-rn Pl au,; n •SIGNAL AHEAD• (3 EAi 0 IO ♦ ,., mm - I -o n. ~ t-t-Vl W w w:c ZVl .JW w :C Vl u t- ~ ~ OISJ COUNIY ROUTE 12 Pl.ANS APPROVAL OAT[ FPL ond Aaaoclot••· Inc. 10 Corporate Pork. Suite llO lrvlne, Collfornlo 92714 POOR DUALITY ORIGINAL PAVEMENT DELINEATION PLAN SCALE• I'• 50' PD-6 • TYPE I I I (Rtl DETAIL 38 DETAIL 278 5 UN-US STA 886•05 END DETAIL 38 BEG DETAIL 10 HPE I I I ILi 6 7 i I I. I I I I I I I I I ... I I I I I I I I DETAIL 10 UN-US DETAIL 36A _,,,, l JR-◄ STA ◄89•91,76 / r'::':.'r'!~~~~-, 190 I I DETAtLh1e I I I I I I I I I I I I / 2 II MATCH LINE SEE SHEET PD-8 FOR NOTES AND LEGEND, SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY 0 ' I I I I I \ \ UN-3 i_ DETAIL 278 UN-3 STA 895•80. END DETAIL 10 DETAI / JR-◄ STA ◄93 12• WHITE L / LINE JR-◄ STA ◄93•60 END ◄• WHITE BEG DETAIL 10 PlANS APPROVAL OU[ fPL ond Aaaoclotea, Inc, IO Corporate Pork, Suite ]10 lrvlne, Collfornlo 9ZTI4 POOR DUALITY ORIGINAL PAVEMENT DELINEATION PLAN SCALE• t • • 50' PD-7 0 "' ► Ill Ill > a "' er Ill "' s: ... "' ◄ er 0 • ., ~ , II( ' a~ ► ... 0 Ill ◄.., C .Jz "' :,u ~ U-u .J Ill w ◄bl :J: UC u • I in • co :: I Q Q.~ ,_ Cl) ~~ ,:t"_ Cl) -.I '41 ,:t" '41 (.J Cl) ,_ ~ 73 Ci. DETAIL DETAIL RTE 73 STA 1189•29,99 END LANE TRANSITION I I / - I I I I I I I I I I MACARTHUR BLVD 6 1 I FOR NOTES AND LEGEND, SEE SHEET PO-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY F'M RF'I\Hrrn Pl &NS 0 6 l'\.ANS APPROVAL DATE FPL ond A11oclate1, Ina. 10 Corporate Pork, Suite llO lrvlne, California 92114 POOR DUALITY ORIGINAL 0 _ 1..1:--~ ---------_,z.:_ -------I, .... uJ uJ %W -'J: ..J II\ ']: uJ uw .... \I\ 4 5 6 4 2 DETAIL 278 RTE 73 STA 1195•00 END DETAIL 13 BEGIN LANE TRANSITION l PAVEMENT DELINsATION PLAN • SCALE• , •• so· PD-8 ,, 0 .., ► Ill m > 0 w w a: Ill .., > I-w ◄ rr 0 w 0 0 • ' (D O ► ► 0)" l&IID ID 1-0 -, ◄.., 0 -Q .J z .., ,q' Q. =>u "' u_ u ,._,._ .J Ill .., ◄W ::[ Cl)"' uo u ""~ ~Cl) UN-3 STA 304•75 ENO DETAIL 36 BEG DETAIL 388 FOR NOTES AND LEGEND. SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOA REDUCED PLA_NS ·o 2 ' MATCH LINE SEE SHEET PD-1O STA 190+78 ENO 9• WHITE JOIN EXIST STRIPING TYPE IVCRI PLANS APPROVAL DAT[ FPL and Aaaoclotea, Ina. 10 Corporot• Pork, Suite JIO lrvlne, Collfornlo 92114 POOR DUALITY TYPE IVIRI STA 190•06,75 END DETAIL 38 BEG DETAIL 9 ORIGINAL STA 189•05 END DETAIL 9 JOIN EXIST STRIPING 12• WHITE CHEVRONS AT 25' C-C ---=1r-W1t1~E ------BRISTOL ST SOUTH =-=-~-=-==-=--:.re-...... -- 25 PAVEMENT DELINEATION PLAN SCALE• I•• 50' PD-9 a ► "' GI > 8 .., a: Cb "' .., > ... I l&I ◄ ~ a: 0 • ,.__ t:J 25 ~ Cl) ~ ' .Q ► ► Cl) wm m 1-0 0 ◄ ... -'z .., ::,u ~ u_ u ..JIii .., ◄l&I :r: uo u BEG DETAI JOIN EXISTING ~ING ""' ' "' I Ill ' "' ' ■ J-2 STA 202•70.58 END DETAIL 25A BEG DETAIL J6A MB-2o STA 202•23.ll END DETAIL 25A BEG DETAIL 36A ~ SEE SHEET • P0-9 I 2 --- ROUTE 73 STA 1203•00 END LANE TRANSITION J-2 STA 203•79.08 END DETAIL 27B END DETAIL J6A BEG DETAIL 8 I It I ,: MB-2o STA 205•29.88 END DETAIL 278 END DETAIL J6A BEG DETAIL 8 ◄ 11 ~ J-2 200•50 BC AHEAD • J-2 206•86.64 BACK BEG DETAIL 25A BEG DETAIL 278 1,1~ : I ': I I' I 1 ,~'I : ' JOIN EXISTING STRIPING 0/l(f ~--= ~=.:s --- . ,=- TYPf C O 45• FOR NOTES ANO LEGEND, SEE SHEET PO-I THIS PLAN ACCURATE FOR PAVEMENT DELINEAT_ION ONLY rnn nrn, ,rrn Pl •N!I n I ' I : II II I' I I I It I II !l I~ I ~I I fol I :11! I a: I ' I I I I lll 1,,1!1! I f '1' I 11:JI )i, I ,~, ,.,,, :a . I I I ◄ ,,, ,,, • I. PLANS APPROVAL DUE J-2 STA 206•80 END DETAIL 8 END DETAIL 10 BEG DETAIL IJ BEG TRANSITION 8 5 POOR OUALllY ORl61HAL M8-2A STA 208•29.88 END DETAIL 8 BEG DE TA IL I 3 RTE 73 It_ 9 • ----- N BRJSTOL ST PAVEMENT DELINEATION PLAN SCALE• I'. so· PD-10 ► m s Ill > w a: ' s Ill > w a: w ... " 0 o ► ► Wal al !cs a 5[3 ~ U-U .JIii w 4W X uo u I •'" (JI I 0 Q. t-w w :I: Vl POOR DUALITY ORIGINAL PLANS APPROVAL DATE FPL and Aaaoclote■, Inc, IO Corporate Pork, SUI •• lrvlne, Collfornlo 92114 -8 -J 6 -S ____ ::t_ __________ l _____ =----2-----------L-=-----=-_1!1) ... ,n::,=-----~-----------L-::.,;r===..--:-T -Ji - - -~---- .=.::-..:::.--:-=.::--=-==--=---------~=----,r-~---21-;;. --...._,._~=--"->=.,..,..a:a:::,--- - - -- =--=--==-----mL _____________ DEn-1L~-------------------------------= END DETAIL 13 [DETAIL 13 RTE 73 1219•60 RTE 73 STA 1222•10 JOIN EXIST STRIPING END DETAIL 37 END DETAIL 278 ------------y·UtlAJL ----------------.JlillI::-------------1u1r---- - - RTE 73 STA 1211 •00 / • . • . • . • • • • • • • • • JOIN EXISTING STRIPING I I I wO ,. wO Vl~ IU # / / NII 12 ,n• 1z:-~---12.: _______ cORONron MAR ·/4;;-y-11 N 11•--=-,ff~ ----------~·_L: --- -t n· --\' t-lu-\ ' Vl \_ DETAIL I 3 \_ DETAIL 25 -ASPH -12· -~,v 10 0 in ♦ r RTE. 73 r:-, ~ N ROUTE 73 I 1'.. N '7 ~ I 2 :, 4 5 r DE TA I L 25 6 l 8 9 1 1220 I 2 l 4 -~ J------~-------------------,l.------1-------------------------------------------------------------::~~ -' --· ..... ,.,,. 1 16' .,_ t- ::i: -- '"' Vl W 0 u 12 -____ ____ --wW 0 7 ~ t:ti: = -----:\. ""L----_!l_'._ ---'---= = = = = = = = = = = = = = = = = = = = = = = = =---------= =--=-:.----= = =-_,s_P_H _____ ---=---= =ccM~ ~-' ~ """r:Il------·--\,----fF----- -VAR W Q. [1V!A~R~-=:....----------\!=======iuiot:~,c=====·=========t::==================:::;~ 3:W t;j K OIK[ \ -DIKE -I 2 :S 'I ~ V1 ~ DE TA I L I 3 _ 9 520 ::l Vl ) I 2 :, \_ 4 5 6 1 8 w DETAIL 278 w Vl .,.....,... C""S,~----cr=..-=----=-#"'.:t.~:-= ~~-=--"IIPU"G: I='=-,~-=-= ~-.::::r-~=-= =---=---==-~-=-=e-:.~=-= -==---=-~ =-=--=---=-.=:.=-:..-=.--===-:..-=---=-=-~~-=-...J"'l::9-=-= t="L-:""'..r='.a:-:""~ =-=-~-=-.:-sw=-:&..:e---co=-=.~-:o==-=r:.-=-----=-=-~..:-:="L~a-=.~ .... w-:..,::-.......... --........-.... ....,....... .... "a"I- ----------------~ ----------------N --AA~T,,,----cTDttT--.~ru --------- FOR NOTES AND LEGEND SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED Pl.ANS 0 z PAVEMENT DELINEATION PLAN SCALE• 1•'• so· PD-I I r• 1n,o;1,.. fl Ill > w II: w .... ◄ 0 • ,0 ~ .:I ' fl~ ► a, ... 0 0 ◄ ... ..Jz w " ::iu u u_ .J Ill "' ◄W X uo u •--1 0:: w t- I Vl 0 LL • ~ <.:> .. I Ill 0 Ill • .... N N_ -==----- -= ---------=-T ----- ROUTE 73 ----__J 9 12:SO DETAIL 25 ASPH 0 0 • z 6 l 12 PUNS APPROVAL DU[ FPL ond Assoclote ■, lno. Corporate Perk, Sul•• 10 I Col lfornlo 9Zl14 Irv ne, POOR DUALITY ORIGINAL DIRT - - --- - - - - MAIi_.~_--=----=-- - - - - - - - ----~~---- - --~~~~~------------~ ----------------- ~~~S PLAN ACCURATE D SEE SHEET PD-I TION ONLY NOTES AND LEGENFOR PAVEMENT_ DELINEA FOR R£01JC£D PIANS 0 I I I l-1+ --~ r~ I ~ ASPH 5 RTE 13 STA 1239•40 END TRANSITION END DETAIL 13 ENO DETAIL 25 JOIN EXISTING STRIPING PAVEMENT DELINEATION PLAN SCALE, 1,. so· PD-12 0 .., ► Ill m > e .., a: VI .., > ... .., ◄ IX 0 • 3 ~ ' O ► ► wm m ... 0 ◄w 0 .Jz w =>u "' u_ u STRIPING .J VI .., ◄W :r uo u STA 131+88 JOIN EXIST NB STRIPING 180' C-C ITYPl 13 EAi TYPE VI 13 EAi DETAIL TYPE IV Ill ITYPl ;;,------< ------ - RUJf" BL-VD - 9 DETAIL 12 DETAIL 12' WHITE ITYPl DETAIL 12' WHITE CHEVRONS AT 50' C-C STRIPING DATA 12' WHITE DIAGONALS LOC STA OFFSET AT 50' C-C : 131•88.39 3. 70' LT 135•05.02 0,95' RT 136•19.07 3. 35' RT 136•70.90 I. 10' LT 136•89. 73 4,54' LT 137•39,07 9.00' LT 137•39.07 5. 75' RT FOR NOTES ANO LEGEND, SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS 0 I J ' ' PLANS APPROVAL DATE FPL ond Auoclote■, Inc, 10 Corporate Pork, Suite :SIO lrvlne, Collfornlo 92114 POOR DUALITY ORIGINAL -,~'d.-::1:.*===:id ♦ .., I 0 0.. ... w WW Z::J: -v, _J w ::J:W UVl ... ~ DETAIL 12 DETAIL 278 PAVEMENT DELINEATION PLAN SCALE, I'• 50' PD-13 s ► VI ·m > 0 w .w 0: . VI w > I-w ◄ 0: 0 • f I-◄ J ' ' O► ► wm m 1-0 ◄w 0 .J z w =>u "' u_ u .J VI w ◄W X uo u I in • BLVD STA 143•25 12 12' WHITE DIAGONALS AT 50' C-C MB-3 STA 343•38. 17 END DETAIL 12 BEG DETAIL 8 F•C::0""4 .. 'Z, I DETAIL 26 DETAIL MB-8 STA 837•06.45 END DETAIL 38B --- MB-3 STA 344•58 END DETAIL 8 BEG DETAIL 27B BEG DETAIL 36A -r--4 ----- DETAIL ---------- ------~------_;;:----------_;;:-, MB-8 STA 839•53,89 END DETAIL 36 BEG DETAIL 25A BEG DETAIL 27B BEG DETAIL 36 BEG DETAIL 10 MB-8 i STA 145•75 ENO DETAIL 38 FOR NOTES AND LEGEND, SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY PLANS APPROVAL DATE rPL ond Aa&oclotea, Inc. 10 Corporate Pork, Suite ll0 lrvlne, Collfornlo 92114 POOR QUALITY ORIGINAL PAVEMENT DELINEATION PLAN SCALE• I'• 50' PD-14 ······--···---····---------------------:--------::r"::::nq~11:::r,,.~,~,.r;:;:n:-P1;;.:•::N'i•----:n:-----:-----:: 7---,~------------------------,----------...-----------' DETAIL NO-8,9 12 SHEET LOCATION STAT ION NO 4' 4' LENGTH BROKEN BROKEN WHITE WHITE 117-71 136-121 FT LF LF PD-I MACARTHUR BLVD NB 151•00 TO 159•50 850 1700. s RAMP MB-8 852•15 TO 858•29 629 ► Ill m > MACARTHUR BLVD SB 151•00 TO 159•50 850 1700 0 "' "' a: ROUTE 73 SB 1145•00 TO 1158•00 1300 Ill "' > ... RAMP MB-3 346•04 TO 357•95 1191 w ◄ a: 0 RAMP MB-4 445•60 TO 459•65 1405 • RAMP BA-3 344•70 TO 353•00 830 PD-2 MACARTHUR BLVD NB 159•45 TO 164•80 535 1070 J ~ QC ROUTE 73 NB 1145•00 TO I 158•00 1300 RAMP BA-2 245•00 TO 256•00 1075 307 ' O ► ► wm m .... 0 0 ◄w Jz w ::iu "' u -u RAMP MB-I 144•80 TO 156•75 1195 RAMP MB-8 848•30 TO 857•90 960 MACARTHUR BLVD SB 159•45 TO 164•80 535 1070 .J Ill "' ◄W X uo u PD-3 ROUTE 73 SB 1158•00 TO I 172•50 1450 RAMP MB-3 357•94 TO 367+00 906 PD-4 MACARTHUR BLVD NB 164•80 TO 179•30 1450 2780 RAMP MB-I 156•75 TO 160•14 339 RAMP MB-8 857•88 TO 864•53 665 RAMP US-I 176•91 TO 179•40 249 MACARTHUR BLVD SB 164•80 TO 179•30 1450 2900 RAMP MB-4 459•90 TO 467•60 770 ROUTE 73 NB 1158+00 TO I 172•50 1450 300 PD-5 ROUTE 73 SB 1172•50 TO 1183•50 1100 UN-US 884•00 TO 885•26 125 UNIVERSITY DR SO 107•00 TO 110•00 300 PD-6 MACARTHUR BLVD NB 179•30 TO 182•02 272 544 MACARTHUR BLVD SB 179•30 TO 183•00 940 740 US-I 179•40 TO 181 • 10 170 U-2A 0•41 TO 8•85 844 U-28 483•00 TO 490•80 780 ROUTE 73 NB 1172•50 TO 1183•50 1100 PD-7 ROUTE 73 SB 1183•50 TO 1196•00 1250 RAMP JR-4 483•97 TO 495•55 1158 297 UN-US 885•25 TO 893•25 800 RAMP UN-3 893•25 TO 897•25 400 PD-8 ROUTE 73 NB 1183•50 TO 1196•00 1250 PD-9 ROUTE 73 SB 1196•00 TO 1210•00 1400 RAMP UN-3 296• 11 TO 304•75 864 RAMP JR-4 495•53 TO 504•27 874 BRISTOL ST SOUTH 189•05 TO 193•17 412 102 SUBTOTAL-THIS SHEET 1006 12504 THERMOPLASTIC THERMOPLASTIC TRAFFIC PAVEMENT STRIPE MARKING 278 37,378 36,36A 25,25A 38,388 40 4' 4' e· 8' 4' 4' 12' ARROWS SOLID SOLID BROKEN SOLID BROKEN SOLID SOLID YELLOW WHITE WHITE WHITE WHITE WHITE WHITE 112-31 16-11 LF LF LF LF LF SF SF 850 850 629 629 850 850 1300 1030 270 1152 1191 39 66 1405 1405 560 830 270 535 535 1300 993 498 1075 270 12 99 1195 1195 960 960 535 535 1450 879 250 571 635 906 271 1450 1350 650 463 180 36 174 239 439 50 100 100 336 99 411 715 254 24 49 249 200 1450 1190 276 700 84 510 770 260 1450 1450 1100 1100 1100 126 126 126 110 84 400 280 272 272 370 295 50 170 170 774 844 70 92 62 730 1345 860 75 327 1100 1100 126 1250 953 563 1208 298 24 800 800 180 150 400 400 66 1250 1250 186 126 1400 1125 224 572 594 864 270 66 820 TH 62 650 15 164 31132 32622 2550 6744 280 910 1755 fOA REDUCED PLANS 0 2 OELINEATOR !CLASS I l F G EA EA 3 8 II 6 I B 10 4 4 I 3 2 4 I I 3 9 3 5 39 47 PAVEMENT MARKERS NON REFLEC REFLECTIVE TIVE TYPE A TYPE C TYPE D TYPE G TYPE EA EA EA EA EA 35 18 79 13 26 35 18 217 65 27 2 48 176 29 59 II 23 22 II 217 54 27 II 21 163 27 50 120 20 40 22 II 242 8 107 30 II 26 131 30 47 15 10 38 17 17 31 14 2 108 30 96 27 21 . 284 71 30 183 119 23 5 5 4 II 6 31 25 8 21 4 7 28 8 32 29 64 30 • 268 67 23 212 53 26 32 18 23 78 20 33 21 5 17 200 52 26 . 233 8 104 29 II 25 102 IT 34 29 3148 16 1459 926 H PLANS APPROVAL DAYE FPL ond Aaaoclotee, Inc, 10 Corporate Pork, Sul te SIO lrvlne, Collfornlo 92714 POOR DUALITY ORIGINAL PAVEMENT DELINEATION QUANTITIES PD-15 s ► Ill al > a l&I l&I a: Ill l&J > I-l&J ◄ a: a • IL ~ THERMOPLASTIC ' TRAFFIC O ► ► l&Jal al 1-a a ◄l&I ..Jz l&I ::,u " U-u STRIPE DETAIL 25,25A 27B :n, 37B NO-8, 9 12 SHEET LOCATION STATION 29 ..JIii l&I ◄l&I X uo u NO 4' 4' 4' 4' 8' LEN13TH BROKEN BROKEN SOLID SOLID BROKEN WHITE WHITE YELLOW WHITE WHITE 117-7) (36-12) 112-3) FT LF LF LF LF LF I a: .:--w ._ ' t Vl 0 i LL ~ • (j .. P0-10 ROUTE 73 NB 1196•00 TO 1210•00 1400 1400 1250 MB-2A 196•63 TO 208•30 11£,7 300 561 716 RAMP J-2 200•50 TO 206•80 6;;0 301 221 630 PO-I I ROUTE 73 NB 1210•00 TO 1224•50 14!.0 ' 1450 533 ROUTE 73 SB 1210•00 TO 1224•50 1450 1450 1210 960 P0-12 ROUTE 73 NB 1224•50 TO 1239•40 1490 1490 ROUTE 73 SB 1224•50 TO 1230•00 550 550 P0-13 MACARTHUR BLVD NB 131•55 TO 143•00 11-15 1890 1930 967 MACARTHUR BLVD SB 131•88 TO 143•00 1112 2985 1930 1290 P0-14 MACARTHUR BLVD NB 143•00 TO 151 •00 800 1600 640 552 RAMP MB-8 837•06 TO 842•03 497 249 497 MACARTHUR BLVD SB 143•00 TO 151 •00 800 2160 640 700 RAMP MB-3 343•38 TO 345•93 255 120 255 SUBTOTAL-THIS SHEET . 721 8635 1251 I 8600 960 TOTAL 1727 21139 43643 41222 3510 fOA Arn11crn Pl ANS 0 THERMOPLASTIC PAVEMENT MARKING 136, 36A OELINEATOR 38:lR3R8A 40 <CLASS I > 8' 4' 12· ARROWS SOLID BROKEN SOLID WHITE WHITE WHITE 16-1 l F G LF SF SF EA EA 306 4 109 126 II 126 710 715 45 437 500 252 537 247 15 300 115 135 2781 1330 564 15 9525 280 2240 2319 39 62 NON REFLEC TIVE TYPE A EA 158 79 363. 129 303 46 62 1140 4288 POOR llUALllY ORIGINAL Pl ANS APPROVAL DA TE FPL and Aaaoclote1, loo. 10 Corporate Pork, Suite llO lrvlne, Col lfornlo 92114 PAVEMENT MARKERS • REFLECTIVE TYPE C TYPED TYPE G TYPE H EA EA EA EA 40 30 13 24 ! 20 8 92 31 97 31 77 32 12 12 40 73 40 73 5 68 8 21 16 5 58 6 90 650 192 16 98 2109 1118 PAVEMENT DELINEATIO. QUANTITIES PD-16 • • a ► ~ GI a Ill a: ~ Ill ... ~ ◄ 0 ... J J ◄, ■ :1 ' a~ ~i ◄Ill UC ' ■ ... ◄ ► GI a lS Ill i5 a: w ... § ~ f u. ◄ u ... CLEARING AND GRUBBING STATION TO STATION Rte 73 1145-t-OO to 1239+40 PIEZDM LOCATION Rte 73 Sta 1179+20 1120' Ltl Rte 73 Sta 1179+70 185' Rtl Rte 73 Sta 1180+20 190' Lt) Rte 73 Sta 1180+50 160' Rtl Rte 73 Sta 1192+20 170' Rt) Rte 73 Sta 1192+60 1100' Ltl Rte 73 Sta 1179+10 180' Ltl Rte 73 Sta 1179-t-00 160' Rtl UN-US Sta 885+80 110' Lt I UN-US Sta 887+20 15' Ltl Rte 73 Sta 1192+80 1120' Ltl Rte 73 Sta 1192-t-OO 170' Rtl Rte 73 Sta 1178+20 190' Ltl UN-US Sta 884+50 110' Ltl Rte 73 Sta 1178+20 160 Rtl Rte 73 Sta 1192+90 1150' Rtl Rte 73 Sta 1192+70 1170' Rtl TOTAL SETTLEMENT PLATES/ MONUMENTS LOCATION MB-3 Sta 350+70 110' Lt) MB-4 Sta 455+50 110' Lt) MB-4 Sta 457+15 110' Lt) Rte 73 Sta 1180+20 1100' Ltl Rte 73 Sta 1180+50 170' Rt I UN-US Sta 887+15 115' Ltl UN-US Sta 892+50 115' Lt) Rte 73 Sta 1192+10 180' Rt I Rte 73 Sta 1192+70 1110' Rt I JR-4 Sta 497+80 115' Lt l MB-3 Sta 352+50 10' I Rte 73 Sta 1176-t-OO 195' Lt) Rte 73 Sta 1176-t-OO 170' Rtl Rte 73 Sta 1179-t-OO 195' Ltl Rte 73 Sta 1179+o0 175' Rtl UN-US Sta 885+75 125' Ltl Rte 73 Sta 1193+85 150' Rtl Rte 73 Sta 1200+30 140' Rtl t.13 Sta 154+60 10' l t.13 Sta 15 7 +o5 10' I MB-8 Sta 846+95 I 15' Rt l t.e-8 Sta 848-t-08 115' Rt I TOTAL EA 1 2 2 2 1 1 1 2 2 2 1 1 2 2 2 1 1 26 EA 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 22 AGGREGATE BASE STATION TO STATION CLASS 2 AGGREGATE BASE Rte 73 NB 1145-t-OO To 1211+75 Rte 73 SB 1145-t-OO to 1211-t-OO MacArthur Blvd 138+o9 to 202+95 BA-2 245+26 to 250+21 BA-3 344+69 to 350+27 MB-1 144+82 to 159+12 MB-4 445+59 to 464+98 t.4B-8 839+56 to 861 +97 MB-3 346+45 to 364+27 US-1 178+93 to 1B1 +10 u-2a 481+04 to 4B8+94 U-2b 483+46 to 490+90 UN-US 8B3+82 to 893+31 UN-3 292+75 to 302+o3 JR-4 492+6B to 503+56 MB-2 196+63 to 202+21 J-2 200+50 to 202+69 Median Area at Univ Dr South and UN-US Bike Trol 1 "A• 1+oo to 13+92 TOTAL CLASS 3 AGGREGATE BASE Rte 73 NB Rte 73 SB 1211+75 to 1239+40 1211+oo to 123o+oo TOTAL 10 11 PVC PIPE CONDUIT ( IRRIGATION SLEEVE> STATION LOCATION 852+70 Rarrp MB-8 150+15 R arrp t.13-1 158+45 Rarrp MB-1 464+10 Rarrp MB-4 1154+25 Rte 73 SB 1154+25 Rte 73 NB 82+95 Rarrp 1 1192+45 Rte 73 SB 1192+45 Rte 73 NB 481+30 Rorrp U-2o 483+75 Rorrp U-2b 485+15 Rorrp u-20 487+10 Rarrp U-2b .. 174+o5 MacArthur Blvd 493+30 Rorrp JR-4 301 +oo Ronn UN-3 181 +25 MacArthur Blvd 500+17 Rnnn JR-4 187+80 Jant>oree Rd 144+20 MacArthur Blvd TOTAL 2 CY 1o.124 8,929 23.930 168 191 603 516 723 466 116 355 421 233 3B3 40B 247 95 1B7 194 48.2B9 3.113 3.542 6,655 LF 40 40 4B 40 60 74 32 64 ' 99 32 40 70 70 124 40 28 113 40 138 146 1338 POOR DUALITY LEGEND ORIGINAL !NI -Not a Separate Pay Item RST[A[O CIYL [NGIC[II ASPHALT Rte 73 NB Rte 73 SB BA-2 BA-3 MB-1 MB-4 MB-8 t.4B-3 US-1 u-2a U-2b UN-US UN-3 JR-4 MB-2 J-2 PLANS APPROVAL OAT[ VAN DELL AND ASSOCIATES• 11101 CARTWRIGHT ROAD IRYINE• CALIFORNIA 92114 TREATED PERMEABLE BASE STATION TO STATION TREATED PERMEABLE BASE 1145+oo To 1211+75 1145+00 to 1211+00 245+26 to 250+21 344+69 to 350+27 144+82 to 159+12 445+59 to 464+98 839+56 to 861+97 346+45 to 364+27 178+93 to 181+10 481+04 to 488+94 483+46 to 490+90 883+82 to 893+31 292+75 to 302+03 492+68 to 503+56 196+63 to 202+21 200+50 to 202+69 TOTAL PORTLAND CEMENT CONCRETE BASE STATION TO STATION Rte 73 NB 1211+75 to 1239+40 Rte 73 SB 1211+00 to 1230+00 TOTAL EARTHWORK STATION TO STATION ROADWAY EXCAVATION Rte 73 1145+00 to 1239+40 . TOTAL ROADWAY EMBANKMENT ( N > Rte 73 1145+o0 to 1239+40 TOTAL I CY 3.653 3.224 110 124 390 332 463 304 72 222 263 148 250 260 160 65 1·0.040 CY 1.916 . 2. 180 4.096 CY 774,032 774 .032 569,890 69.890 SUMMARY OF QUANTITIES 0-1 ASPHALT CONCRETE <TYPE B> STATION TO STATION TONS AC PAVEMENT ( TYPE B > • Rte 73 NB 1145+00 To 1239+40 19,270 Rte 73 SB 1145+00 to 1230+00 17,545 MacArthur Blvd 138+09 to 202+95 12,088 BA-2 245+26 to 250+21 388 BA-3 344+69 to 350+27 437 MB-1 144+82 to 159+12 1,373 MB-4 445+59 to 464+98 1,169 MB-8 839+56 to 861 +97 1,632 ► i ., MB-3 346+45 to 364+27 1,070 US-1 178+93 to 181+10 255 w IS! .., .. IS! ◄ 0 • s u-20 481 +04 to 488+94 782 U-2b 483+46 to 490+90 927 UN-US 883+82 to 893+31 521 UN-3 292+75 to 302+03 880 JR-4 492+68 to 503+56 917 3 .. ◄ MB-2 196+63 to 202+21 564 ' J-2 200+50 to 202+69 229 ~:; ► ., ii ~ g~ ! Medlm Area at Univ Dr Soutn and UN-US 127 Bike Trol 1 •A• 1+00 to 13+92 196 Bike Trol 1 .B. 1 +14 to 5+46 99 Bike Trol I ·c. 1 +oo to 5+08 78 Bike Trol I ·o· 1+00 to 12+63 253 Rldlno and Hiking Troll 64 Subtoto I· 60,864 AC <MISCELANEOUS AREAS> 108,00' Lt 1145+oo Rte 73 to 112,00' Rt 1149+00 33 35,50' Rt 144+93,00 MB-1 to 35.50' Rt 145+17.00 2 40,50' Rt 147+79,92 MIH to 35,50' Rt 148+54,IO 6 35,50' Rt 148+54, 10 MB-1 to 35,50' Rt 151+10,97 21 35,50' Rt 151+10,97 MB-1 to 35,50' Rt 152+10 8 7,50' Lt 353+05 MB-3 to 7, 50' Lt 354+50 12 31,50' Rt 206+oo J-2 to 35,50' Rt 206+86,64 7 35,50' Rt 206+86, 64 J-2 to 108,50' Rt 1208+70,00 Rte 73 15 43,50' Rt 160+14,29 MB-1 to 66,00' Rt 170+15 MocArtrur Blvd 27 • 66,00' Rt 170+15 MacArthur Blvd to 76,85' Rt 176+90,77 95 46,67' Rt 159+10 MB-1 to 46,67' Rt 160+14.29 15 37,00' Rt 176+90, 77 US-1 to 37. 00' Rt 178+00 14 102' Rt 1174+46,99 Rte 73 to 102' Rt 1175+29,49 6 97' Rt 1211+80,10 Rte 73 to 97' Rt 1212+62,60 8 94,73' Lt 1220+07,55 Rte 73 to 90.77' Lt 1220+89,96 8 BA-J • Gore Area 26 BA-2 Gore Area 26 MB-I Gore Area 1 MB-8 Gore Area 35 MB-3 Gore Area 27 US-I Gore Area 8 u-20 Gore Area 14 U-2b Gore Area 3 UN-3 Gore Area 23 J-2 Gore Area 4 Subtotal 450 ~ ASPHALT CONCRETE <TYPE B> STATION TO STATION AC DIKE <TYPE A) 100,0' Rt 1145+00,00 Rte 73 to 100,0' Rt 1145+12,50 108,0' Lt 1145+00,00 Rte 73 to 112,0' Lt 1149+00,00 7,5' Lt 353+05,00 t.13-3 to 7.5' Lt 354+50, 00 4,0' Rt 344+69,44 BA-3 to 4,0' Rt 344+95.00 4,0' Rt 445+7 4. 7 4 t.13-4 to 4,0' Rt 445+99, 74 23,0' Rt 254+43,00 BA-2 to 92' Rt 1169+00,00 Rte73 . 35,5' Rt 144+91,00 t.GH to 35,5' Rt 145+16.00 : 40,5' Rt 147+79,92 t.13-1 to 35,5' Rt 148+54, 10 r 35, 5' Rt 148+54, 10 t.13-1 to 35,5' Rt l51+10,97 : 35,5' Rt 151+10,97 t,13-1 to 35.5' Rt 152+10,00 ·109.0' Lt 1192+70,00 Rte 73 to 108.0' Lt 1194+20,00 : 32,0' Lt 492+75,00 JR-4 to 32,0' Lt 493+00.00 32,0' Lt 497 +93. 00 JR-4 .to 32,0' Lt 498+18.00 31,5' Rt 206+00.00 ROIID J-2 to 35,5' Rt 206+86.64 35,5' Rt 206+86,64 R<IID J-2 to 108,5' Rt 1208+70,00 Rte73 97,0' Lt 1217+80,00 Rte 73 to 94,2' Lt 1220+18,00 32,0' Rt 841+95,00 t.e-8 to 32,0' Rt 842+18. 91 • 66,25' Rt l69+62.50 MB to 63,2' Rt 170+00.00 97,0' Rt 1212+52.50 Rte 73 to 97.0' Rt 1213+15,00 4,0' Rt 34'8+30, 00 BA-3 to 4,0' Rt 348+92,50 20,0' Lt 297+oo.oo UN-3 to 20,0' Lt 297+92.00 102,0' Rt 1175+19,50 Rte 73 to 102,0' Rt 1175+82,00 4,0' Lt 856+ 7 2. 50 t.e-8 to 4,0' Lt 858+10,00 Subtotal AC DIKE (TYPE C > 29,0' Rt 253+80,00 BA-2 to 23,0' Rt 254+43.00 4,0' Rt 348+92,50 BA-3 to 4,0' Rt 349t55.00 4,0' Rt 344+95,00 BA-3 to 4,0' Rt 345+57,50 4,0' Rt 445+99. 74 t.e-4 to 4,0' Rt 446+62,24 4,0' Lt 856+10.00 t.e-8 to 4,0' Lt 856+72,50 32,0' Rt 841+32. 50 MB-8 to 32,0' Rt 841+95,00 32,0' Lt 493+o0.00 JR-4 to 32,0' Lt 493+62,50 32,0' Lt 498+18. 00 JR-4 to 32,0' Lt 498+80.50 102,0' Rt 1174+57 Rte 73 to 102,0' Rt 1175+19.50 97 ,0' Rt 1211+90 Rte 73 to 97,0' Rt 212t52,50 94,2' Lt 1220+18 Rte 73 to 91,2' Lt -1220+80.00 85,0' Lt 1228+62,50 Rte 73 to 85,0' Lt 1229+25,00 96,4' Rt 1229+50 Rte 73 to 97,7' Rt 1230+12,50 108,0' Lt 1194+20 Rte 73 to 107.0' Lt 1194+82,50 11. 1' Rt 169+00.00 MB to 66.3' Rt 169+62,50 Subtotal rnR IIFr>t N"FD P'I. JNS n ITONS 0,3 10. 7 3.8 0,7 0.1 14.7 0.7 2.0 6,9 2.6 4.0 0.7 o. 7 2.3 4,8 6.3 0.6 1.0 1.7 1.7 2.4 1.7 3.6 74.6 0,5 0,5 0,5 0,5 0.5 0,5 0.5 0,5 o.5 0,5 0,5 0,5 0,5 0.5 0,5 7,5 DIS, COUNn IIOU" pooR oun,n ORIGIKAL 12 0.-o Tl flRlO~lNGlltlll PUNS A"""OYAL OU( VAN DELL ANO ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92714 ASPHALT CONCRETE <TYPE B> STATION TO STATION AC DIKE <Type D> 4,00' Lt 144+96,67 Le-1 to 4.00' Lt 152+10.00 20,00' Rt 245+23,00 BA-2 to 35.00' Rt 251+10.00 20,00' Rt 251+10, 00 BA-2 to 35,00' Rt 251 +40. 24 35,00' Rt 251 +40, 24 BA-2 to 35.00' Rt 252+41.66 35,00' Rt 252+41,66 BA-2 to 29,00' Rt 253+80.00 92,00' Rt 1160+00,00 Rte 73 to 88.00' Rt 1162+00. 00 4.00' Lt 850+81,91 MB-8 to 4.00' Lt 856+10,00 n.oo' Rt 858+10,00 MB-8 to 37,85' Rt 858+34. 06 40,00' Rt 159+10, 00 MB-1 to 40,00' Rt 160+14.29 40,00' Rt 160+14. 29 MB-1 to 66.00' Rt 170+15. 00 MB 32,00' Rt 152+10,00 MB-1 to 40,00' Rt 159+10.00 20.00' Rt 864+96, 00 MB-8 to 22,00' Rt 867+52.87 102,00' Rt 1167+52,87 Rte 73 to 102,00' Rt 1174+57,00 8,00' Rt 884+13, 00 UN-US to 5.00' Rt 884+60,00 24,00' Lt 480+◄ 0 . 58 u-20 to 24.00' Lt 482+18,33 23,00' Lt 484 +60. oo u-20 to 32,00' Lt 488+29,40 4,00' Rt. 481+11,58 U-2a to 5.00' Rt 482+27,32 4,00' Lt 483+52,42 U-2b to 4.00' Lt 485+46.00 23,00' Rt 483+00,00 U-2b to 32,00' Rt 490+16.00 20. 00' Lt 295+70,00 UN-3 to 20.00' Lt 297+00.00 107,16' Lt 1(94+82,50 Rte 73 to 95.33' Lt 1200+86, 75 32,00' Lt 493+62. 50 JR-4 to 32.00' Lt 494+26,05 32,00' Lt 498+80, 50 JR-4 to 32,00' Lt 502+93,03 24,00' Rt 196+62, 70 t.13-2 to 20.22' Rt 202+51.64 91,20' Lt 1220+80,00 Rte 73 to 85.00' Lt 1222+10,00 32,00' Rt 837+06. 45 MB-8 to 32,00' Rt 841+32.50 · 4,00' Rt 345+57, 50 BA-3 to 4,00' Rt 348+30,00 4,00' Rt 446+62. 24 MB-4 to 4,00' Lt 455+44,00 108,50' Rt 1208+70,00 Rte 73 to 97.00' Rt 1211+90.00 97,00' Rt 1213+15,00 Rte 73 to 97,00' Rt 1215+32,50 34,50' Rt 1192+26,00 Rte 73 to 34.50' Rt 1192+72,00 100,01' Rt 1145+12,50 Rte 73 to 96.24' Rt 1150+09,97 4,00' Rt 349+55,00 BA-3 to 4.00' Lt 350+28.80 36,50' Rt 182+00,00 MB to 34.40' Rt 182+75.00 23,00' Rt 183+00,00 U-2b to 24,86' Lt 183+61,65 t.13 ' Subtotal TOTAL TONS 41 33 2 6 8 11 30 1 6 11 40 15 40 3 8 21 7 12 36 7 34 4 23 34 8 24 15 50 18 12 ] 29 4 4 1 601 61,997 SUMMARY OF QUANTITIES 0-2 ► I II I I;! LIi ... r ◄ 0 • ii ' • ~ ... ◄ ' e:; ► m ~i fl tj ◄LIi i UC REMOVE EXISTING HIGHWAY FACILITIES LOCATION LF FENCE 43' Rt 137+20 MacArthur to 330' Lt 154+11 MacArthur 1,631 190' Rt 146+66 MacArthur to 107' Lt 152+59 MacArthur 648 388' Lt 151+00 MacArthur to 434' Lt 152+78 MacArthur 135 19' Lt 345+14 BA-3 to 46' Lt 346+94 BA-3 240 25' Lt 347+o0 BA-3 to 92' Lt 1147+38 Rte 73 86 200' Lt 1160+58 Rte 73 to 26' Lt 1177+21 Rte 73 1,709 156' Rt 1189+94 Rte 73 to 329' Lt 1193+81 Rte 73 616 86' Rt 1190+67 Rte 73 to 10' Lt 1190+49 Rte 73 132 191' Rt 1194+14 Rte 73 to 211' Lt 1204+53 Rte 73 1,834 265' Lt 1193+79 Rte 73 to 384' Lt 1193+90 Rte 73 126 276' Lt 1201+83 Rte 73 to 237' Lt 1204+60 Rte 73 264 180' Lt 1203+23 Rte 73 to 264' Lt 1203+24 Rte 73 84 370' Rt 1194+70 Rte 73 to 203' Rt 1195+74 Rte 73 1,243 356' Rt 1190+25 Rte 73 to 388' Rt 1190+49 Rte 73 57 194' Rt 1194+40 Rte 73 to 204' Rt 1196+49 Rte 73 223 496' Rt 1147+07 Rte 73 to 431' Rt 1158+74 Rte 73 1,491 415' Rt 1159+23 Rte 73 to 372' Rt 1169+14 Rte 73 1,138 104' Rt 177+34 Jant>oree to 73' Rt 179+95 Jant>oree 252 TOTAL 11,909 ' CONCRETE SOFT Sheet L-1 628 Sheet L -7 6,101 Sheet L-8 4,606 TOTAL 11,335 SURVEY MONUMENTS LOCATION EA \ Intersection of University Or South and ROll1> UN-US I Type DI 1 \ Intersection of University Or South and Rorrp U-2a !Type DI 1 \ Intersection of University Or South and Ranl) U-2b (Type DI 1 \ Intersection of University Or North and Rorrp UN-US (Type DI 1 \ Intersection of University Or North and Rorrp UN-3 !Type DI 1 \ Intersection of Jant>oree Rood and Rorrp JR-4 !Type DI 1 \ Intersection of Jont>oree Rood and Ronl) JR-1 !Type DI 1 ( Intersection of MacArthur Blvd and Bison Ave I Type DI 1 TOTAL 8 CHAIN LINK FENCE (TYPE CL-6> STATION TO STATION 7' Rt 449+37 Ranl) MB-4 to 13' Rt 449+37 Ro"l> MB-4 23' Rt 449+37 Ralll> MB-4 to 35' Rt 449+37 Rolll> MB-4 35' Rt 449+37 Ranl) MB-4 to 36' Rt 449+84 Ralll> MB-4 7' Rt 449+37 Ranl) MB-4 to 7' Rt 449+84 Ralll> MB-4 7' Rt 449+84 Ranl) MB-4 to 14' Rt 449+84 Ralll> MB-4 24' Rt 449+84 Ranl) MB-4 to 35' Rt 449+84 Ranl) MB-4 267' Lt 347+82 Ralll> MB-3 to 341' Lt 348+o5 Ranl) MB-3 264' Lt 347+97 Ranl) MB-3 to 260' Lt 348+17 Ranl) MB-3 260' Lt 348+17 Ranl) MB-3 to 334' Lt 348+43 Ronl) MB-3 338' Lt 348+22 Ronl) MB-3 to 334 Lt 348+43 Ranl) t.13-3 76' Rt 489+43 Ralll> U-2b to 84' Rt 489+99 Ranl) U-2b 76' Rt 489+43 Ranl) U-2b to 58' Rt 489+44 Ranl) U-2b 43' Rt 489+44 Ranl) U-2b to 48' Rt 489+44 Ranl) U-2b 43' Rt 489+44 Rorrp U-2b to 52' Rt 490+o4 Ranl) U-2b 84' Rt 489+99 Ronl) U-2b to 67' Rt 490+o1 Ranl) U-2b 57' Rt 490+o3 Ranl) U-2b to 52' Rt 490+o4 Ronl) U-2b 133' Rt 1157+o8 Rte 73 to 158' Rt 1157+14 Rte 73 122' Rt 1157+15 Rte 73 to 116' Rt 1157+18 Rte 73 116 Rt 1157+18 Rte 73 to 116' Rt 115B+o5 Rte 73 167' Rt 1157+22 Rte 73 to 169' Rt 1157+25 Rte 73 169' Rt 1157+25 Rte 73 to 149' Rt 1158+13 Rte 73 116 Rt 1158+o5 Rte 73 to 149' Rt 1158+13 Rte 73 170' Lt 1183+38 Rte 73 to 142' Lt 1183+42 Rte 73 170' Lt 1183+38 Rte 73 to 172' Lt 1183+55 Rte 73 142' Lt 1183+42 Rte 73 to 144' Lt 1183+58 Rte 73 174' Lt 1183+67 Rte 73 to 146' Lt 1183+70 Rte 73 296' Rt 1190+88 Rte 73 to 233' Rt 1191+o6 Rte 73 296' Rt 1190+88 Rte 73 to 298' Rt 1190+92 Rte 73 301 Rt 1191+o1 Rte 73 to 306' Rt 1191+16 Rte 73 233' Rt 1191+o6 Rte 73 to 235' Rt 1191+11 Rte 73 306' Rt 1191+16 Rte 73 to 243' Rt 1191+35 Rte 73 238' Rt 1191+20 Rte 73 to 243' Rt 1191+35 Rte 73 TOTAL LF 6 12 46 46 1 11 76 16 76 16 66 18 17' Rt c· ;;i 20' Rt 66 265' Lt 18 339' Lt 5 53' Rt 29 1 62' Rt 127 Rt M J 88 163 Rt 173' Lt 145' Lt H 299' Rt 28 236' Rt ,., 11 28 65 5 18 5 66 18 1003 IIIIOUU 12 Oro Tl c,s T£MD on. c....ac11 f'UNS APPROVAL DU[ VAN DELL AND ASSOCIATES, I 17801 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92114 POOR DUALITY ORIGINAL CHAIN LINK GATE <TYPE CL-6) LOCATION EA 449+37 Rorrp MB-4 449+84 Roop MB-4 347+90 R0111> MB-3 348+14 Rorrp MB-3 489+44 Ranl) U2-b 490+o2 Rorrp U2-b 1157+12 Rte 73 1157+18 Rte 73 1183+61 Rte 73 1183+64 Rte 73 1190+97 Rte 73 1191+15 Rte 73 IW=10' I ' IW=10' I ' IW=12' I 1 IW=12' I 1 IW=10' I ' IW=10' I 1 IW=12' I I I W=12' I 1 IW=12 l 1 IW=12' l I IW=10' I 1 IW=10' I ' TOTAL 12 SUMMARY OF QUANTITIES 0-3 ·---------------------------;,=;;;,,.~.;;;:r';::' ... ~.,.,rnn:. ... ~.;:N<r---;;"n---;---~,;------;-, ----------------------,.----------------1 ••••••• •i.•·,,,., __ . • • ◄ u ... i. ~ ... J ~ 15 ~ i Cl. a- t Jg~ )s ... u ◄ ,~ , .. "' CHAIN LINK FENCE <TYPE CL-5) STATION TO STATION LF 32' Lt 448+17 Rorrp MB-4 to 54' Lt 448+17 Rorrp MB-4 22 54' Lt 448+17 Rorrp MB-4 to 87' Lt 449+75 Rorrp MB-4 Hi9 87' Lt 449+75 Rorrp MB-4 to 70' Lt 450+75 Rorrp MB-4 110 70' Lt 450+75 Rorrp MB-4 to 143' Lt 451+86 Rorrp MB-4 140 143' Lt 451+86 Rorrp MB-4 to 27' Lt 350+75 Rorrp MB-3 72 27' Lt 350+75 Rorrp MB-l to 20' Lt 350+75 Rorrp MB-l 7 6' Rt 346+60 Rorrp MB-l to 15' Rt 346+60 RO/TD MB-l 9 20' Lt l44+o7 Rorrp MB-l to 128' Lt 344+43 Rorrp MB-l 114 128' Lt ]44+43 Rorrp MB-] to 206' Lt ]46+47 Rorrp MB-] no 206' Lt 346+47 Rorrp MB-3 to 139' Lt 347+15 Rorrp MB-l HO 43' Lt 346+93 Rorrp MB-l to 139' Lt 347+15 Rorrp MB-l 98 31' Lt 346+65 Rorrp MB-l to 43' Lt 346+93 Rorrp MB-l 32 31' Lt 346+65 Rorrp MB-3 to 22' Lt 346+65 Rorrp MB-l 9 135' Rt 837+90 Rorrp MB-8 to 113' Rt 842+25 Rorrp MB-8 407 113' Rt 842+25 Rorrp MB-8 to 34' Rt 842+25 Rorrp MB-8 79 6' Lt 842+29 Rorrp MB-8 to 44' Lt 842+29 Rorrp MB-8 JB 95' Rt 145+12 Rorrp MB-1 to 72' Rt 146+20 Rorrp MB-1 111 72' Rt 146+20 Rorrp MB-1 to 127' Rt 146+27 Rorro MB-1 55 127' Rt 146+27 Rorrp MB-1 to 150' Rt 148+42 Rorrp MB-1 226 150' Rt 148+42 Rorrp MB-1 to 80' Rt 158+95 Rorrp MB-1 1070 80' Rt 158+95 Rorrp MB-1 to 154' Rt 169+53 MB 240 154' Rt 169+53 MB to 126' Rt 171+72 MB 223 126' Rt 171+72 MB to 121' Rt 176+73 MB 500 121' Rt 176+73 MB to 68' Rt 179+04 Rorrp US-1 198 34' Lt 464+78 Rorrp MB-4 to 38' Lt 464+78 Rorrp MB-4 4 38' Lt 464+78 Rorrp MB-4 to 65' Lt 173+54 MB 417 65' Lt 173+54 MB to 65' Lt 175+91 MB 237 65' Lt 175+91 MB to 29' Lt 480+41 Rann u-20 467 29' Lt 480+41 Rorrp u-20 to 29' Lt 483+25 Rorrp u-20 268 29' Lt 483+25 Rorrp u-20 to 103' Rt 1175+99 Rte 73 6 68' Rt 179+04 Rorrp US-1 to 81' Rt 181+10 Bk Rorrp US-1 178 81' Rt 181+25 Ahd Rorrp US-1 to 66' Rt 90+57 Rorrp US-1 1194 62' Lt 1180+45 Rte 73 to 34' Rt 1180+64 Rte 73 95 130' Lt 1182+45 Rte 73 to 132' Lt 1182+53 Rte 73 10 132' Lt 1182+53 Rte 73 to 13' Lt 1182+81 Rte 73 123 ll' Lt 1182+81 Rte 73 to 14' Lt 1183+92 Rte 73 112 14' Lt 1183+92 Rte 73 to 40' Rt 885+42 Rorrp UN-US 179 132' Lt 1182+54 Rte 73 to 8' Rt 884+25 Rorrp UN-US 65 40' Rt 885+42 Rorrp UN-US to 47' Rt 887+20 Rorrp UN-US 178 47' Rt 887+20 Rorrp UN-US to 6' Rt 887+28 Rorrp UN-US 42 7' Rt 892+54 Rorrp UN-US to 34' Rt 892+54 Rorrp UN-US -27 34' Rt 892+54 Rarrp UN-US to 83' Lt 492+61 Rarrp JR-4 147 Bl' ,Lt 492+61 Rarrp JR-4 to 34' Lt 492+64 Rorrp JR-4 49 \69' Lt 491+47 Rorrp JR-4 to 58' Lt 499+10 Rorrp JR-4 755 58' Lt 499 +10 Rorrp JR-4 to 38' Lt 500+ 75 Rarrp JR-4 \ 66 38' Lt 500+75 Rarrp JR-4 to 38' Lt 502+93 Rorrp JR-4 218 116' Lt 99+77 Univ Dr North to 121' Lt 100+48 Univ Dr North 72 121' Lt 100+48 Univ Dr North to 45' Lt 100+71 Univ Dr North 79 45' Lt 100+71 Univ Dr North to 45' Lt 102+71 Univ Dr North 200 45' Lt 102+71 Univ Dr North to 53' Lt 198+49 MB 85 53' Lt 198+49 MB to 53' Lt 203+40 MB 491 108' Lt 97+89 Univ Dr North to 107' Lt 98+80 Univ Dr North 92 TOTAL CHAIN LINK GATE <TYPE CL-5) LOCATION EA 52' Lt 102+90 University Drive North IW=12' l 1 100' Lt 344+34 Ronn MB-l IW=12' l 1 TOTAL 2 MINOR CONCRETE CURB AND GUTTER <TYPE 1 > STATION TO STATION CY 71,00' Lt 144+14,39 MB to 63,06' Lt 148+50.00 MB 26 Subtota I 26 CURB <TYPE 2> 11,00' Lt 145+53,17 MB to 13,00' Rt 145+53,17 MB 6 Subtotal 6 CURB AND GUTTER (TYPE 3> 12.00' Lt 488+30,00 Rorrp u-20 to 32.00' Lt 488+71.08 Rarrp U-2a 4 Subtotal 4 CURB and GUTTER <TYPE 4) 26,32' Lt 107+69,93 Univ Dr South to O' 107+70 Univ Dr South 1 28,73' Lt 108+78,02 Univ Dr South to O' 109+86,13 Univ Dr South 6 7' Rt 141+88,40 MB to 11.17' Lt 145+53.17 MB 15 13' Rt 141+90,90 MB to 12,98' Rt 145+53, 17 MB 15 Median Nose at East Corner of MB and Bison Avenue Intersection 5 Subtota I 42 CURB and GUTTER (TYPE A1-6) Island at SE Corner of MB and Bison Ave Intersection 5 Island at SW Ca-ner of MB and Bison Ave Intersection 3 Subtota I 8 CURB and GUTTER <TYPE A1-8) 32' Rt 490+16 Ronn U-2b to 32' Rt 490+47 Rorro U-2b 1 Subtotal 1 Dl$l I COU4TY pooR oun1n ORIGINAL 12 I Oro 73 I 2].l/25.5 1-1oe116W ~• wuu;:W. -.i'"t~I~ CIS T[R[O CIV'-[HCIH[[II ~ ~ , .......... " "" I~:~• VAN DELL AND ASSOCIATES, INC, ~ CM. .i~~ _ ••• 11101 CARTWRIGHT ROAD tftlL~ IRYIHE, CALIFORNIA 92714 - MINOR CONCRETE CURB and GUTTER <TYPE A2-8> STATION TO STATION 77,00' Lt 138+00,00 MB to 96,75' Lt 139+67,99 1.13 46,00' Lt 22+72,45 Bison Ave to 71,00' Lt 144+14.]9 1.13 83.00' Rt 138+o9,16 MB to 64,29' Rt 26+54,34 Bison Ave 55,00' Lt 26+54,34 Bison Ave to 83,00' Rt 145+89,56 1.13 53,00' Rt 148+43,87 MB to 49.00' Rt 149+90,00 1.13 60,00' Rt 170+15,00 MB to 32,00' Rt 181+10,1] Rorrp US-I 47,00' Rt 178+90. 77 MB to 36.50' Rt 182+oO.OO 1.13 95.93' Lt 169+50.12 t.13 to 67,73' Lt 180+40.58 1.13 4,00' Rt 481+11,58 Ro,rp u-20 to 4,00' Lt 483+52,42 U-2b 45.00' Lt 198+63.8] MB to 45,00' Lt 202+95.00 1.13 32,00' Rt 490+47,00 Rorrp U-2b to 32,00' Rt 490+62,78 Rann U-2b 12.00' Lt 502+93,0l Ro,rp JR-4 to 63°.oo' Rt 185+82,88 Joot>a-ee Rd 9.09' Rt 503+59.84 Ronp JR-4 to 60,00' Rt 187+o8,80 JOll1>a-ee Rd 70,09' Lt 107+57,08 Univ Dr South to ll,42' Lt 884+]4.63 Ro,rp UN-US 9,02' Rt 88]+94,82 Ronp UN-US to 72,29' Lt 108+57.JI Univ Dr South 32,00' Lt 488+71,08 Ronp u-20 to 44,00' Rt 111+60.76 Univ Dr South Subtotal SIDEWALK, ACCESS RAMPS, AND DRIVEWAY CY 11 27 19 28 9 68 20 71 ti 28 6 6 -. __!i 4 311 61,65' Lt 183+24,86 MB to 57,00' Lt 183+55,00 1,1) 2 77,00' Lt 1l8+o9.16 MB to 96,75' Lt 139+67,99 1.13 24 46,00' Lt 22+72,45 Bison Ave to 71,00' Lt 144+14,39 1.13 21 83,00' Rt 1l8+o9.16 L6 to 64.29' Rt 26+54,34 Bison Ave 16 55.00' Lt 26+54,34 Bison Ave to 81,00' Rt 142+42,90 MB 21 63,00' Rt 185+82,88 JOll1>a-ee Rd to 43,76' Lt 50]+27.01 JR-4 8 ll,42' Lt 884+]4,63 Ronn UN-US to 45,42' Lt 887+10,00 Ronp UH-US 42 43,42' Lt 887+10,00 Ronp UH-US to 43,42' Lt 887+28,00 Ronp UN-US 2 70,09' Lt 107+57,08 Univ Dr South to 33,42' Lt 884+34,6] Ronp UN-US 12 72,29' Lt 108+57,31 Univ Dr South to 8,06' Rt 884+13,02 Ronp UN-US 3 Island at SE Ca-ner of Bison Ave and 1,1) Intersection 17 Access Ronp at SW Ca-ner of Bison Ave and 1,1) Intersection 80 MB Na-th Median Nose ot Bison Ave and MB Intersection 1 1,1) South Medlon Nose at Bison Ave and MB Intersection 1 65,96' Lt 147+30,00 MB 6 Subtota I 256 TOTAL 654 SUMMARY OF QUANTITIES 0-4 j! 2SL_Ll---------------------------;rnii"'iiiiiii:iii"i:oNi---;----;----;-----;;------------------.------..-------' ,OR R[DIJC[D PLANS O 1 l I I IIISTf COUHTT I IIOUTl I ,o'i'll' ..ft.?c, ~.'IJ$n~ . ,2 I Oro I I 23.T/25.5 I-to, I~ POOR DUALITY Tl ORIGINAL '4,~l -~~m,~ CIS T£11£D CIVI. lMCH:[11 ~v ~!:. •- : -I i~l ,cu:,,-...... ~ J PUNS APPROVAL DAT[ -li!M 1~ ••• 1(1(11 • - GUARD RAIL ANALYSIS OF CONTRACT QUANTITIES VAN DELL AND ASSOCIATES, INC. ~CIVI.~.., tllOt CARTWRIGHT ROAD orcii.' 1 IRVINE, CALIFORNIA 9ZT14 - F•G-1•~d T'(P. . ~ . ~ ...... • ( N > REMARKS 1-Z I W GUARD RAIL FLARE TYPE ~ :i,.: i ... ... ◄ ...J ...J I ◄ ~ ◄ ► CD CD ... U> Jr: ID > a: a: Ill ,-0 --0 I-w I ~ C) w w N N Ill :::, w . ::, 0 v z --...J z .' z 0:0 CD .... "' .... 0: a: w w w ow ...J 0 , ◄ 0 .. __..J ...J 0: 0: a. a. a. I--->->->- 1/) - ◄ DESCRIPTION -◄ ◄ >->->-◄ 0: u. :c ...J ..J ...J a: I- II! 0 .i( CD CD I-I-I-... 0 1/) ID CD ... j--- w u • ::, 0 0 C) ~: ... w a: ---... z 0 z ::, 2 2 ◄ 0: w ,,. 2 I-2 ::I ::I 0 W ► CIW ◄ u LI.I LI.I WCD 0 0 z '~ ~ ' AND ..J • ""' ◄ ◄ 0 ◄ ◄ 0: a: 0: a:w 1-Z zo: 1/) 1/) v,w v,w :c ..J cc :i,.: z LI.I ...J LI.I 0: w w w w w w-I-◄ -o :c 1/) 1/) a. 1/) a. u ◄ CD,-0 3 .. CD a. CD ""' m CD -- - -u. ◄a. ..J :c . 1/) ◄ ◄>-◄► a: . z Jr: ,-u ◄ LOCATION C) C) ::, 0: 0: 0: a:-2 -u z ◄ 0:1-0:1-. 0: w ◄ -, o◄ ...JZ ..JZ ..J C) ... ...J ..J 0:: a: 0: 0:0 zo ◄Z 0 a: a: w 0 or-C) ◄-◄-◄ 21-◄ ◄ ◄ ◄ ◄ ◄O OU O::◄ -uo 0 0 • 0 • 0 0 ,o ...J ◄ I-1-r-I-a: z ' 1-...J I-...J I-I-I-m CD CD CD2 -: -:c w :c :c>-:c>-z z 0 0 0 ..J :::, w • 1/) ◄ zW - s~ ► ◄I/) ID w-w-~ WO w ~ :C-' >-1/) ►-' u u ◄ u ◄ :::, ::, z z ◄ :::, 0 a: 0 ~a: oo.. I- ~i :2 ◄ 2◄ 2 w w l&J WO V) w 0:: ... ::, 0:: _, z ZJI: ZJI: 0 0 ::, ::, 0 w ~ 0 :c ◄ a.-OLL a a: a: a: CDC. I-I-I-I-Ill ::,w ◄ :i,.: u ◄-◄ ◄◄ ◄◄ CD CD 0 0 a: z ~ :c 1/) . r-◄W .... CD or- w w WW ...J _, w w w w w w UI-a: 0: LL. w:i,.: w:i,.: CD m -◄ 1/) z .... _N ,.., ~ Ill U) ,-a, or-a: 0.. I-0:: 't~ ~ >O >o >-..J _, a: 0:: a: o::w 1/) ow :c 0 w :c :c _, ..J ◄ a: I-◄ . W ◄ ow U::, ~ 00:: ~~ 00: ◄w C) m u u u UD. :c ~~ 1/) ~i _, ..J ◄ ..J ◄ I-I-I-I-◄ z 'f I I-:c .... w ,w w w w w w w .... ~u I- g~ 2et ::I a: ... w z ::, z z z Z>-1/10 ◄ CD CDW CDW a: ::, 1/) 1/) u -LL. LL. C) 0 0.. ·a. a. a. 0.. 0.. a. a. a:a: :cu 11)0: w:::i w:::, wet ~; -0 0 0 0 01-◄O:: WI-0: Wet ◄ ◄a: ◄a: 0 0 ◄ ~ 0 ◄ z LL. w -w >->->->->->->->-:::,w ~,c Za: ow ' 0:: C) a:e> o::m 1/) 0 u u u u-O:>-1--u 1-V) u u~ u~ z 1/) w _, 2 0 0 _, a: 2 I-,I-I-I-I-I-I-I-mo.. ◄LL 80 o..a. \ LINE OR APPROXIMATE UV, ! ~001 ROAD STATION LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA A B ·' ·, 9 Rte 73 1145+-00 to 1145+12.5 12.5 1 ✓ ✓ ✓ Rte 73 1147+96.8 to 1149+21.8 125 1 1 ✓ ✓ ✓ .. ~ Rte 73 1148+80.2 to 1150+-05.2 125 1 1 ✓ ✓ ✓ .. g u Rte 73 1149+25 to 1149+75 100 1 3 ✓ ✓ ✓ ✓ 1-Double Anchor Assenoly, 2-Stnote i "-. Rte 73 1151+42,4 to 1153+67.6 225 1 1 ✓ ✓ ✓ C, ~ Rte 73 1152+30,7 to 1154+55.7 225 1 1 ✓ ✓ ✓ ... Rte 73 1154+-00 to 1160+-00 600 1 1 ✓ ✓ ✓ ✓ Rte 73 1154+34 to 1156+46,5 212,5 1 1 ✓ ✓ ✓ ✓ Rte 73 1156+73,6 to 1157+86,I 112,5 1 1 ✓ ✓ ✓ Rte 73 _1157+67,8 to 1158+80.1 112,5 1 1 ✓ ✓ ✓ J 1174+82 to 1175+82 100 . -Rte 73 " 1 ✓ ✓ ✓ ✓ ✓ Rte 73 1178+◄5 to 1180+62 217 I r: • t°:M IM& •'A ✓ ✓ ✓ Rte 73 , 1179+50 to 1180+50 100 ,J 1 ✓ ✓ ✓ ✓ ✓ • Rte 73 1189+21 to 1191+94 ..... 273 1 ✓ ✓ ✓ Rte 73 1192+55 to 1193+80 125 1 ✓ ✓ ✓ ✓ ✓ i Rte 73 1192+70 to 1194+5 7, 5 187,5 1 ✓ ✓ ✓ ✓ ✓ Rte 73' 1195+-06 to 1l96+o6 100 1 1 ✓ ✓ ✓ ✓ Rte 73 1212+15 to 1213+15 100 1 1 ✓ ✓ ✓ ✓ ! Rte 73 1217+80 to 1220+55 275 1 -1 ✓ ✓ ✓ I ✓ I-Rte 73 1228+-00 to 1229+o0 100 1 1 -✓ ✓ ◄ ✓ ✓ t I- :,,.,!~ Rte 73 1229+75 to 1230+75 100 1 1 ✓ ✓ ✓ ✓ • ':: . · ft w --·c " , ◄ SHEET TOTAL J,OlJ,• 217 273 1 1 3 17 14 SUMMARY OF QUANTITIES !I _______ 0-5 '°" RlDUClD l'lAHS 0 I I J L. • • DESCRIPTION AND LOCATION LINE OR ROAD Rorrp JR-4 Rorrp JR-4 Rorrp JR-4 Rorrp JR-4 Roop MB-1 Rorrp MB-3 ..-.-...iRorrp M8-l Rorrp t.e-4 Roop t.11-4 Rorrp t.11-4 Rorrp t.e-4 Roop t.e-4 APPROXIMATE STATION 492+60 to 493+22,5 492+75 to 493+37,5 497+93 to 498+55,5 497+93 to 498+55.5 144+91 to 145+16 350+75 to 351+37,5 350+75 to 364+90,2 445+59 to 448+19. 445+75 to 446+37 448+20 to 451+70 464+88 to 465+50,5 464+88 to 465+50,5 LIJ :::E t-:::E ...I ◄ a: ◄ ◄ ◄ 0 w ...I LIJ 0::: m o. m ◄ a: LIJ -a: 0::: ◄ m :::E ◄ LIJ m C> C> ::, ..JZ ..JZ ...I C>...., ...I --t-◄-◄ ...,t-◄ t-..J t-..J t-~v, t- ~◄ ~◄ ~ ..... ~ ~ a: a: a: m w LIJ LIJ w ...I LIJ >o>o>-...1...., ...1 oa: oa: oa: <w u :::E◄:::E◄:::EO:t-t-z w::, LIJ::I W◄ Wv, - a:e>a:e>a:m:::1_ v, 0::: LIJ 0::: a: ◄ m :::Ii! ◄ LIJ m ...I ◄ t- ~ LIJ ...I m ::, 0 0 LF LF LF LF LF LF 62,5 62,5 62,5 62,5 25 62,5 62,5 350 62,5 62,5 POOR OUALITY ORIGINAL GUARD RAIL ANALYSIS OF CONTRACT QUANTITIES T'IP, .,... m in N LIJ 0. >-t- 0::: LLI 0::: a: ◄ m LIJ t-LLI a: u z 0 u ... m ,- N LIJ 0. >-t- a:: LIJ a: a: ◄ m LIJ t-LIJ 0::: u z 0 U· 0 in LIJ 0. >-t- -t-t-Z I LL1 ◄..J I ◄ U> --::, 0 w • ...I z ...I 0 --a:o ow t-◄ a: ..... LL.o :c ::,o O V, ; a:§~~~~ ! a LIJ w-t-◄ -o :c --LL. ◄o. ..J:C • V, 0::: a:-::I -u z ◄ 0::: 0:0 zo ◄Z O 0: ◄ ◄O OU a:◄ -UO m m:::1 _ :c w LIJ WO :C..Jli:...., v, >-...1 t-t-inv,w◄:W: a~= >-...I j w V, V, ◄ 0::: 0 :c u z ◄ ..... w ::, LIJ 0::: a: 0::: 0: LIJ U :n O LLI :C O LL. uJ U UO.::z:: 0.0. V, Q..O ...I z z >-v, 0 :::1 >-◄ ·:::1 z m o ot-◄a: wt-a: w ◄ ◄ u u-O:::>-t--u t-V, u UV> lN> GUARD RAIL FLARE TYPE >->-...I ...I j-m ..... w ◄ ~m ~ V>w v,...., :c V>o. V>o. u ◄►◄>-a: z a:t-a:t-ffi~ ◄ o.o.oo 0...1◄ t- :c>-:c>-zzooo ...1::,w v, u◄u◄::,::,zz◄ ::,oa: o Z3:ZJ1:00::,::>ow 11.0:c◄ o.- ◄◄◄◄mmooa:zo.:::E:cv, ,- ¥ :w: mm -:::E◄v, z-N~vin~r-mor- ....,◄ LIJ◄ :C :C ...I ..J ◄ a: t-◄ LLI◄ ...1....,...1....,t-t-t-t-◄ZO: I t-:C-LIJLIJLLILIJLLILIJLLILLl- m a:: Ill a: a: ::, V'1 V'I u I LL. u.. U O o. o. a. o. o. o. o. o. 0::: 0::: ◄m◄mOO◄LLIO◄ZLL.uJ-LLl>->->->->->->->-::ILLI u_ u_ z v, w Ji: ..J :::E o o ...1 a:: :::1 t-t-t-t-t-t-t-t-mo. LF LF LF LF LF LF EA EA EA EA EA ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓✓ ✓ 1,415 ✓ ✓ ✓ 267 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ~ ~ t-::, m ◄ ~ ...I ◄ )I: LIJ 0 V, z 0 0::: LIJ t-o C> ~ ...I O z ...I ii: :w: z ◄ mr-o Ji: ,-u -, 0 ◄ ... or-t-...., t-!c 0::: z z~ ;: ~a: 0 OLL. ...., -m or-◄ LIJ t-a: a: 0. 4-!:; U:::, I-.. ~ ..... ~u t- uu Zo::: v,a: z◄ 0 OLLI ◄u.. uO 0.0. R[[ill A B ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ROffP t.e-8 841+57,5 to 842+20 62,5 1 ✓ ✓ ✓ ✓ ✓ .._ _ _.RorrpMB-8 841+57,5 to842+20 62,5 1 ✓ ✓ ✓ ✓ o,nl COUNTY I 11oun I .. ,fy'if'.fttl' ... r~•,~~fi 12 I Oro f ll I 23.l/25.5 '"°' I iW - •\.•• Vn VAN DELL AND ASSOCIATES, INC. .,.~ CIVL ✓,tI:: '. ) 11101 CARTWRIGHT ROAD Yul\'W"·. IRVINE, CALIFORNIA 92114 - REMARKS . i ~ Roop t.e-8 850+83 to 853+83 300 1 ✓ ✓ ✓ ✓ ✓ i !; Roop t.11-8 856+35 to 858+10 175 1 1 ✓ ✓ ~ , ... ~~ ✓ , o -Rnnn t.11-8 860+51 to 861 +51, 1 98 ✓ ✓ 0-~-:2:·~...:::::....:~--....::.:..::...~...:.::~~:::..:..;4_+--+--+--f--l--4-+~+-+--t--i--+--t--+-+----,t--t~HHHHHHl-t- r - f - f - f - f - f - f - f - f - - l - f - - + - - + + - - - + - - - + - - - - - - - - - - - - - - - - - 1 l.'j me i ~ L---------------4-4--4--f-~l--½--+-+--+-t--t--1--t-+-+--t--ir--t-t-t-t-t-t-tHHHHHl--l--l--f-f-f-J-f-1--.J.--+-4-+-- - - + - - - - - - - - - - - - - - - - • 1-u ◄ l----------------+-+-+--l-~1--J--+-+-+-t--i--i---t---r--t--t--1r---t--t--t--t--t--t--t--t--tHHHhht-t-t-l-1-+-I--+--+-+-+-+-- - - - - - - - - - - - - - , , ; • i • ✓ ✓ .... i! SHEET TOTAL 1,415 1,1;92 98 11 3 ;- SUMMARY OF QUANTITIES ,¥:0, 9 0-6 c~L__:LJL __________________________________ Toiiiiiiniicroi;;u;K"---:----:---~ 1 :----:----------------------,----------.,---------J FOR AEDUC[O Pl.A.HS o. • ~ I,..,, ,..,,.,.~ lr. 1 ""'r.~" DESCRIPTION AND LOCATION LINE OR ROAD Ralll) U-2a Ralll> u-20 ROlll> U-2o Rolll) UN-3 Rolll) UN-3 Ralll) UN-US 1-"-~Ralll) UN-US Ralll) UN-US APPROXIMATE STATION 482+21,3 to 484+11.2 482+85 to 484+60 484+11,15 to 484+61.36 295~0 to 296~0 29l+o0 to 298+o0 884+34.6 to 892+55.5 891+99.21 to 892+55,46 892+30 to UN-3 293+30 MacArthur Blvd 146+54.6 to 141+10,8' MacArthur Blvd 14l+o9 to 1l0+o0 MacArthur Blvd 150+50 to 151+25 MacArthur Blvd 169+25 to 1l0+o0 MacArthur Blvd 169+35 to 170+10 MacArthur Blvd 1l0+o0 to 174~0 .__ _ _.MacArthlT Blvd 174~0 to 182+96.6 w :I I-::I ◄ ◄ ◄ w • ..J w ID Q. ID C) C) ..JZ ..JZ ..J ◄-◄-◄ 1-..JI-..Jl-w-w-w :I ◄ ::l c( ::l a: a: a: W W WW >O >O >- 00:: oa: oa: ::l c( ::I c( ::l a: w ::J UJ ::J w ◄ 0::C>O::C>O::ID LF LF LF C) z ..J a: UJ a: a: ◄ ID LF LF 115 100 100 162,5 15 15 15 a: UJ -a: a: ◄ ID ::I ◄ w ID ..J ◄ 1-UJ ::I UJ ..J ID ::J 0 0 LF 01nl COUITT I ROUTl I ,7'il'.:nllc, r'.J.'l .. 'Jt~\ POOR DUALITY ,2 l o.-a I n I 2:,.112s.s l.to1 l ~ ORIGINAL A~~.-:: fl.S'T -Yi j ;I ,1,tw;t • ....,. ~;~~ ~ """-•-Ns-.. -P-PRO-vA_L_o_• .... u:----1 :I... ''1•=J ~ R SU:RtD CIVL [NGN[II GUARD RAIL ANALYSIS OF CONTRACT QUANTITIES ~;;.;..;...;;..;;;;;.;.;;.;=:..-;.;.;;..-----'.\. ~ ... l(Jr1I "/4 ..... VAN DELL AND ASSOCIATES, INC. .r~ avL ~.., ID Ill N UJ 0.. >-l- a: UJ -a: a: ◄ ID UJ 1- UJ a: u z 0 u LF -ID ,_ N UJ Q. >-1- a: UJ -a: a: ◄ ID UJ 1-UJ a: u z 0 u LF 821 0 11'1 w Q. >-l- a: UJ -a: a: ◄ ID UJ 1- UJ a: u z 0 u LF 119 460 ........ 1-Z I UJ ◄..J I ◄ U> --::J 0 w • ..J z ..J 0 a:o OUJ I-◄ a: .... ~ Bi .... :JO O Z ::J 0 z C)UJ ◄ U a:w ~~ zcr:: VI w-1-◄ -o -LL ◄Q. ..J:J: • a:-:I -u z 0::0 ZO ◄Z 0 ◄O OU 0:◄ - ID :I --:J: WO :J:..J ~ .... ~ 1-11'1 VIUJ ◄:W: U UJ ::J w a: O:UJ UI-OUJ :J: U Q. :J: VI Q. Q. VI Z>-VIC :I>-◄ 01-◄ a: UJI-a: u-O:>-1--u UVI :J: VI ◄ a: a: uo 0 I.LI :J: >-..J u a: ..J z ◄-◄ 0:: LL 0 I.LI ~ ~ ffi UJ ◄ ◄ 1-1/) u LF LF LF EA EA EA EA EA 51 51 51 2,291 ✓ 1 ✓ 837 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ( N > GUARD RAIL FLARE TYPE ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ :w: ..J ◄ ii= I.LI 0 1/) z 0 11801 CARTWRIGHT ROAD fi~I IRVINE, CALIFORNIA 92114 REMARKS ✓✓ ✓ ✓ t-t-t--t--t--t--t--t----t------t--t-t----t------------------1 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ l ~ 1 tJ I ~ J.::~:::!:....:::.:::....==-:---=-::.:..:~:.:..::~::.....:.:::.:...:::..:::.::.:.:::.:;.:..:: :=-+---+--~-f--f=:2:;.~~::+--t--f-+-+-t--i--t-1:--i--t-::3:-f-1 -t--t--t-:-:t---t-++++--~-t-:-t-✓-t-+;-=-::;f-t-t-+-f-✓+++-+...::;::._~~t--~,--D-ou_b_l_e_A_n_c_ha---As_s_ent> __ I y-,-2---s-, no_l_e __ _J 1 1 ✓ ✓ ✓ ✓ 821 639 l,128 171 2 3 9 4 i,'.~ J-:G::.R::.:A=N..:.o_r:...:o:..:T.:..:A-=-Ls--------+--+--+--+--½:..:.:s.=n~s f--t-2-,-1+2~.s~o3r63~9➔l:-,::,2-:te -1-=--11:-t::2-=n:-t---:3,--:1:-t--:6:-t--:3:-:-1;-2=-=1-t-;--t-HH--t-t--t--t--t-+-·:·H-t-+-t--t-+--f--Jf--4-+-+-4---------------' 1• t SUMMARY OF QUANTITIES ~~ 0-7 i:-0 2 J I • ·-- C w ► Ill m > s w a: Ill w > I- l&I ◄ a: C Ill ~ ~ ' C ► ► l&lal m t-c "'w C ..Jz w ::,u ..: u_ u ..JIil l&I ,Cl&I :z: LEGEND• © EXISTING ROADSIDE SIGN TO REMAIN @ REMOVE SIGN @ INSTALL ROADSIDE SIGN ISTRAP ANO SADDLE BRACKET METHOD) @ INSTALL METAL CRAIL MOUNTED SIGNI CSEE SIGN DETAILS SHEET S-111 @ I NS TALL SI CN PANEL ON SOUNOWALL ISEE SIGN DETAILS SHEET S-111 @ RELOCATE ROADS I OE SI CN @ OVERHEAD SI CH I -99 @ ROADS I DE SIGN 400 AND ABOVE t ONE-POST ROADSIDE SIGN t TWO-POST ROADSIDE SIGN -OVERHEAD SIGN -SIGN BRIDGE 9 C83 University Drive V2 Ml LE FNBT MACARTHUR BLVD SU 151•10 END SECTION J.J EGI S CTION 4 I UC u .._..._~ RTE 73 i STA 1145•00 i 0:: I w ._ ... Vl i 0 u.. 3 • <.:> I- C92 MODIFIED DETAIL TOLL ROAD 30 , ENTRANCE 54' University Drive 'h MILE FNBT MB-I STA 145•10 NOTES• I. SIGN FORMATS NOT TO SCALE. 2. EXACT LOCATION ANO POSITION Of ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER. @ @ WBI CL ti University Drive RIGHT LANE 0 BEGIN TOLL ROAD Ford Rd/ Bonita Cyn Dr MILE , Bison Ave fEAST! FSBT STA 1154•40 INSTALL TUBULAR CANTILEVER G83 Birch St I 1/4 MILES· I I I I I I I WISPECI LAST EXIT BEFORE PAYING TOLL FSBT STA 1159•00 INSTALL ROADSIDE SIGN C86 UC lrvlne NEXT EXIT FSBT STA 1157•00 INSTALL ROADSIDE SIGN POOR DUALITY ~ G83 Bison Ave [filI) DIST COUNTY 12 Oro PUNS APPROVAL DATE FPL and Assoc lotes, Inc. 10 Corporate Pork, Sul te llO lrvlne, Col lfornlo 92714 e 1/4 MILE MacArthur Blvd Bison Ave~ G92 IMOOI, C28 C48,G43 \ \ \ \ . \ \ \ \ I I I I I Q G92 IMO'ii(. G28 G48,G44 I I I I I I I I I ~® 'W74 (Lt) \ 8 \@ FSBT STA 1167•70 INSTALL TUBULAR CANTILEVER !VERTICAL POSTI OH SIGN -------------- e W721301 8 ,® I W73 IRtJ ® --- @ G78 TOLL ROAD W I I W6QIRt> ~ SOUTH JI /bl\ G 'CY~ G20 ,------------, Un Ivers I ty • Drive RIGHT LANE FNBT MB-I STA 155•65 @ @ ,------------University , Dr JJ : UC IRVINE FNBT MACARTHUR BLVD STA 174•30 FSBT MACARTHUR BLVD STA 173•60 INSTALL ROADSIDE SIGN SIGN PLAN SCALE I' • I oo· FNBT STA 1157•80 INSTALL TUBULAR CANTILEVER !VERTICAL POSTI OH SIGN THIS PLAN ACCURATE FOR SIGNING ONLY S-1 FOR REDUCED PLANS 0 1 I ,' .1 I .• , W~IRtl(ISl ~s I I 434 ', © ,' I------G9-5 1 I I r V f ne-----/ : C I TY LIM I T : 1_ ~ 111,411 I --- - _ (l[Y 3l I -------' I I I I \ I \ t I I 8 I, TYPE ,'L ---I I - - - ,' ' Un I ver s I , 8: Dr Ive-EAST t __ 1 _R ~ G_HT LANE R20B131 ----,-- ,--L--I ll.5 MILES' I HEAD : 1 I I - I 'i© 1 W4 I ~ ' ' \ ' \ ' \ ' \ ,, © \.. 1 --~~1 _:!0, I ---' ' ,-i I I I t~LJ _:_ ONLY' -__ , ~n 8 Rl7B FEBT r-_T_Y .. P~E N-I Mkr FWBT @) r FEBT MacArthur Bison Blvd Ave [!,EST! Ave [!:AST! FSBT STA L TUBU 1193 LAR CANT ICAL POST) .0 l'l&• 1'2.b ' '© RIOAILtl eTYPE N-1 Mkr 0 z I@) '® / R58 I I t© I 8:12. G28 ,G43 FOR NOTES THIS AND LEGEND PLAN ACCURATE F~ SEE SHEET S-1 , R S I GN I NG ONL y I I I I I I I @8: W601Rt) 1 t I I I I I I I I I FNBT STA INSTALL TUB 1196•00 ULAR C !VERTICAL p ANTILEVER OST) OH SIGN I -, ., , -, ~... © , ...... ..... ws ..... ..,W6 C501 SIGN p SCALE• • LAN I • 100' S-2 ... 0 w ► Ill 0 ID > s w a: Ill w G84 > I-w ◄ a: 0 • 3 ! ' 0 ► ► WIii ID ... 0 0 ◄w -'z w ::,u "' u_ u ..JIii w ◄W X uo u I 0:: •-w I-.. V) i 0 LL. • f•Gf-'-4, ◄ <.:> u .. • I In • 6' ~---r---------, r---r-------, r---r-----------r---, • u , Jamboree Rd • , n.o-, @3 50 TH , , f • Jamboree Rd , f • ,-t I I i-----, "'U I u r---, I I r-- l ~~N!:1!..--~~~T_H ___ J ~---•-_______ J ~-~~L,!.!_ ___ ,?~~!l-!_ ___ _,!_O~L_Y..! l 1-------------------:;=-::-69'-0"--------------------t I I I I I I I I I I I I I I I I I I I I I W571Rtl I TYPE N-4 MkrJ I I I I I I © I I W4il51 I I I I I I (i) I I 8U: 8H/ : I I © I ----------: : Ci)) : I I I NORTH =t> : I _________ I MacArthur Blvd MILE PLANS APPROVAL OAT[ FPL ond A11oclotea, Inc. 10 Corporate Pork, Suite JI0 lrvlne, Collfornlo 92114 University ~ Dr 1£>(1 t ONL'it FSBT ON JAMBOREE ROAD OC INSTALL BRIDGE MOUNTED SIGN STR - - - - -C::.~: :~ -N - - - - - ~~ @0 W691t~fl c( --r-----------, ~ : END FREEWAY : LLJ z _J ::J: u FSBT ON JAMBOREE RD OC REMOVE BRIDGE MOUNTED SIGN STR ,-:-::-:-:-:-_-:-:-- - - - - - - - - - I-- - - - - - - - • ~ \ \ \ \ 0 \ c( \ 0 \ a: \ \ @ R61-7. I '--------- ' I : ~. f : I I ONLY 1 L ---L----• ::I FNBT ON JAMBOREE RD OC REMOVE BRIDGE MOUNTED SIGN STR FOR NOTES AND LEGEND, SEE SHEET S-1 THIS PLAN ACCURATE FOR SIGNING ONLY SIGN PLAN SCALE• I' • I oo· S-3 FOR A[OIIC[O PLANS 0 2 >-m e 111 ;; w a: • ' f;]~ ~s s3 u_ .J 111 ◄W uo C w 111 > w a: w ... ◄ 0 ... "' ll' >-m s "' u w % u 0 0 ♦ l"l N e W741Ltl • FSBT STA 1217+50 REMOVE STRUCTURE COMPLETE 0 University Dr !EXIT ♦ ONLY! FSBT STA 1219+60 GB3 0 University Dr MacArthur Blvd Bison Ave FSBT STA 1228+00 G23 PLANS APPROVAL DU£ FPl and Aaaoclatea, Inc. IO Corporate Park, Sult• llO rvlne, California 9ZTI4 POOR DUALITY ORIGINAL INSTALL TUBULAR CANTILEVER (VERTICAL POST) OH SIGN END SECTION ◄• I INSTALL TUBULAR CANTILEVER (VERTICAL POST) OH SIGN RTE 73 i STA 1239•◄0 ,,· ' ·----· ' ' ' ' ' ' ' ' ' ' \ \ ' ' ' \ / \ \© \ W72 (◄5) ' ' ' ' ' ' ' ' ' \@ GB5 ~--------------------, I Birch St JJ I _____________________ j FOR NOTES AND LEGEND, SEE SHEET S·I THIS PLAN ACCURATE FOR SIGNING ONLY '"" 11r1111rro PLANS 0 CC>~JH( ___ _ me:.::/"~ - - '91.......,. -------.-__ :c: __ :::i=_ BRISTOL STREET ·NOR SIGN PLAN SCALE• I• • 100' S-4 , s ► VI Ill > a w w " VI W > 1-w ◄ " a ' O ► >-WIii 111 1-a ◄w o -'z w a~~ ..JVI W ◄W X uo u I in ---- © Rl61 Rl6B © RI ·2 © W5S 8w751Ltl MACARTH R 8 7 @ Rl6B ® _!L R7 & TYPE N-1 R7 & TYPE N·I Mkr FSBT RIOIRtl FWBT TYPE @) ' ' \ \ \ \ \ \ \ \ ' \ ' \ ' \ ' \ ' 8 TYPE N-2 W56 & TYPE N-2 Mkr FOR NOTES AND LEGEND, SEE SHEET S-1 THIS PLAN ACCURATE FOR SIGNING ONLY fOR REDUCED PLAHS 0 l ---------------.---.-----.----,---,,os,··i.11\.ts Mkr FNBT e Rl81Rtl R26(SI N-1 Mkr FNBT 9 G28 G44 NORTH 9 R44 G85 /f /f EXIT ONLY FNBT MACARTHUR BLVD STA 144•46 INSTALL TUBULAR CANTILEVER (VERTICAL POST> OH SIGN e G92, G28 G47 G-43 TOTAL PROJECT PLAHS APPROVAL DA TE rPL ond Anoclotee, 11"10. 10 Corporate Pork, Suite 310 lrvlne, Collfornlo 92114 POOR DUAL/TY ORIGINAL SIGN PLAN SCALE I' • 100· S-5 r • 0 w ► Ill m > 0 w w a: . Ill w > ... w ◄ a: 0 I ' o► ► wm m ... 0 ◄w 0 Jz w ::, '-' >I! u_ u JIii w ◄W X uo u •. I ttlll > a: ◄ LL I--VI a: ◄ w m PAULARINO AV @) SOUTH San Diego BAKER ST © ICampus Ori I lrvlne AveL_ I Y◄ MILE r ----------- FSBT - - ...J (0 - - - - ' !'campus or -I Irvine Ave 1/, ~ Jamboree_R~ 1'1◄ i FSBT FSBT ON RED HILL AVE OC REMOVE SIGN PANEL CD INSTALL NEW SIGN PANEL® Jamboree Rd University Or MacArthur Blvd FSBT ROUTE 73 INSTALL TUBULAR CANTILEVER !VERTICAL POSTI OH SIGN ®~.;;;:..:~;;..:;~;.,::;:;-(D ,' ~t-[Jomb~ee Rdl I MacArthur BI vd ~~~EXIT_ ,e. __ ONLY:1 FSBT ON CAMPUS DR OC (D ,' .. ----' I Jamboree I l~d CoB(v~j <D 1-----.-,-----,-, NORTH @j I I @J NORTH I I Long Beach I I RI vers I de I : _,e. ,e. ,e. l_l bl ~Qfift bl_j_ J ® ( FNBT ·------1 NORTH I le Riverside I ® , L RIGHT LANE I I FNBTONRED HILL AVE oc ~ BRIDGE MOUNTED S , . , , , , , , , ~---1@ NORTH I R I ver s I de I , , I MILE ~ ----BT ON BIRCH S , , GE MOUNTE , , , , c.; ~ , BRIDGE MOUNTED SIGN STR FSBT ON BIRCH ST OC BRIDGE MOUNTED SIGN STR rOA REDUCED PlANS 0 t . JOHN WAYNE AIRPOIH 12 RE PLANS APPROVAL OU[ FPL ond Aaaoclotea, Ina. 10 Corporate Pork, Suite JIO lrvlne, Callfornla 92114 POOR DUALITY NOTE, 0 R I 6 I N A L THE FOLLOWING BRIDGE MOUNTED/ROADSIDE SIGNS <OUTSIDE WORK LIMITI TO BE MODIFIED• II AT LOCATION 0 PLACE A BLANK OVERLAY ON "SOUTH', PLACE A NEW OVERLAY "SOUTH" ON •corona Del Mor' 21 AT LOCATIONS© THRU@ PLACE A BLANK OVERLAY ON •corona Del Mor• )I REMOVE SIGN PANEL CD AND INSTALL NEW SIGN PANEL® 41 PLACE A BLANK OVERLAY ON "END FREEWAY Y4 • ON SIGN NO 0 51 INSTALL NEW OH SIGN NO 0 THIS SHEET FOR INFORMATION ONLY (WORK BY OTHERS> SIGN PLAN NO SCALE S-6 • • ·-- • Q w ► Ill m > Q w w a: Ill w > ~ w ◄ a: a I "' ~ ' Q ► ► wm m ~Q ◄w Q -'z w =>u ..: u_ u _JI/I w ◄W X uo u I 0:: I w I- I l/l 0 LL ◄ • u ~ .. I Ill . 0 N 8/Y W/ 40' 20' 18' 16/12' LET LET • Cb) CBS BEGIN TOLL ROA 1---------------1 ~-Ford Bonlta Rd/ Cyn Dr Bison Ave IEASTI 1------ 0 0 I Ml LE 12' CAPS WALKWAY 38' . I 12' 12' 10' Elev 48,87 Elev 49. 17 ETW SIGN Nos Q9& ® FSBT STA 1154•40 II INSTALL TUBULAR CANTILEVER (VERTICAL POST> OH SIGN 21 TYPE A LAMINATED PANELS JI ILLUMINATED IBOTH PANELSI 14' 16/12'LET lol G83 Bison Ave !EAST! 40' 16/12' LET MacArthur 24' lbl Blvd G85 ID t- w 11. ► I-.... VI 0 11. / Elev 50. 1.6 42' X 22' CIDH PILE FOUNDATION Bi son Ave lwEsTI ~ ,l/4 MI LE ONLY W61B .__ ______ ___;i __ l,,._2_'_CA_P_S _________________ __,J --I ,. WALKWAY 38' .I 5' 12' 12' Elev J9.42 ETW SIGN NoS@) & @ I- N w ai ~ -t-i :I: .... VI 0 11. Elev 39.73 42' X 22' CIDH PILE FOUNDATION 1 FSBT STA 1167•70 (SEE SOUNDWALL No Sl173 PLANI 11 INSTALL TUBULAR CANTILEVER (VERTICAL POST> OH SIGN 21 TYPE A LAMINATED PANELS 31 ILLUMINATED (80TH PANELSI . 30' 12' 16/12' LET G83 Birch St l/4 Ml LE I. WALKWAY 18' 20.4' .I ETW ID I :I: I z w 11. ► I-.... VI 0 11. 01ST COUNTY 12 PLAHS APPflOV&l DUE FPL ond Anoclot••· Inc. 10 Corporate Pork, Suite ll0 lrvlne, Collfornlo 92114 ·-POOR O U.AL f TY ORl61nL Elev 40.65 SIGN No® ---36' X 17' CIDH PILE FOUNDATION FNBT STA 1157•80 II INSTALL TUBULAR CANTILEVER !VERTICAL POSTI OH SIGN 21 TYPE A LAMINATED PANEL 31 NONILLUMINATED 32' 22' 16/12' LET G83 MacArthur Blvd 0 Bison Ave !WEST! EXIT ONLY i------i-W6 ID I: 11' + 11' WALKWAY 22' :I 5' . l'l z w Q. ai ~ • :I: .... VI 0 Q. <,, Elev 52.36 36' X 19' CIDH PILE FOUNDATION SIGN No@ FSBT STA I 177•50 ISEE SOUNDWALL No Sll73 PLANI II INSTALL TUBULAR CANTILEVER !VERTICAL POSTI OH SIGN 21 TYPE A LAMINATED PANEL 31 ILLUMINATED SIGN DETAILS NO SCALE S-7 0 - fl ► Ill a, > 0 "' "' a: Ill "' > ... w "' er 0 J ! ' O ► ► wm a, ... 0 0 "'w ..J z w ::>u "" U-u JIii "' ◄W :r uo u • ~ c., .. 0 0 40' 22' I 3. 3/ Io• LET G23 I· MacArthur Blvd ½ Bison Ave IWEST! Bison Ave I EAST! ¾ WALKWAY 30' ., 12' 3' 12' 10· 5• GORE Elev 51. 21 Elev 51. 61 ETW ES SIGN No@ FSBT STA 1193•50 11 INSTALL TUBULAR CANTILEVER !VERTICAL POSTI OH SIGN 21 TYPE A LAMINATED PANEL 31 NONILLUMINATEO I·, 6/ 12' LET 22' lo> MacA,thu, Blvd 8 i son Ave lwEsrl 18' lbl. Uni ve,s i ty ;t 42' X 22' CIOH PILE FOUNDATION 3/4 MI ~E DI IEX IT ONL y~f-W61C ,. 12' CAPS_/ WALKWAY 40' SIGN No Q9&@ FSBT ON JAMBOREE RO OC II INSTALL BRIDGE MOUNTED SIGN STRUCTURE 21 BRIDGE No 55-728 31 TYPE A LAMINATED PANELS 41 ILLUMINATED 180TH PANELS) 51 SEE SIGN DETAILS SHEET S-10111 ETW 0 30' 16' 13.3/10' LET G23 I• Bl,ch St '12 @)No,th I½ Bear St 2 WALKWAY 16' • I ETW ES SIGN No@· FNBT STA 1196•00 -I ::c 5• z w D. ► I- I--VI 0 D. Elev 50.25 Pl.ANS APPAOYAl DATE FPL ond Aaaoclatea, Inc. 10 Corporate Pork, Suite 310 lrvlne, California 92114 POOR DUALITY ORIGINAL 36' X 17' CIOH PILE FOUNDATION ll INSTALL TUBULAR CANTILEVER (VERTICAL POSTI OH SIGN 21 TYPE A LAMINATED PAN[L 31 NONILLUMINATEO 31' 20' 16/12'-LET G83 0 CID I: Untve,stty Dr EXIT ONLY W610 10' • I· 10' :I WALKWAY 20' SIGN No@ ETW ES FSBT STA 1219•60 ll INSTALL TUBULAR CANTILEVER !VERTICAL POST> OH SIGN 21 TYPE A LAMINATED PANEL 31 ILLUMINATED CID I ::c z w D. ► I- I-"' 0 D. Elev 32. 30 36' X 17' CIDH PILE FOUNDATION SIGN DETAILS NO SCALE S-8 0 N 0 ,. w ► Ill m > 0 w w a: Ill w > I-w ◄ a: a • J ~ ' O ► ► wm m ... a a ◄w ..J z w :J Cl "' u_ u ..JIii w ◄W % UC u . ; cc ·--I w .,_ t l/l 0 i I.J.. ◄ • u C) I- I Ill • 22' T Un Ivers I ty Dr· MacArthur Blvd B I son Ave lwEsT! BI son Ave !EAST! WALKWAY 22' 12' 36' G23 Elev 33.52 . I ETW SIGN No® FSBT STA 1230•00 10' 5' Elev 33.02 ES ... (II) w Q. ->-• ... l: ... 11'1 0 Q. ---36' X 19' CIDH PILE FOUNDATION 11 INSTALL TUBULAR CANTILEVER (VERTICAL POSTI OH SIGN 21 TYPE A LAMINATED PANEL 31 NONILLUMINATED . 0 a, 32' 22' 12'CAPS 12' NORTH ~. ~ EXIT ONLY JI..,__, __,;_:I 2=----' ----t• I I ·I, 7 ' , ~ ,t I WALKWAY 22' -I 12' 12' EIEoV 108.70 Elev ETW SIGN No Q FNBT MACARTHUR B~VD STA I ◄◄•◄6 8' 108.5◄ II INSTALL TUBULAR CAMTILEVER !VERTICAL POSTI 21 TYPE A LAMINATED PANEL 31 ILLUMINATED 5' ES OH SIGN 90' le16° LET G8:il · I University ,~'CAPS G7~1 120' g Drive ~r TOLL ROAD l @) SOUTH JI Y, MILE SIGN Nos@ & 0 SIGN No@ 160' w1sPEc 0 1I i LAST EXIT ~ ._B_E_F_o_R_E_P_A_Y_I N_G__, BIY _ TOLL SIGN No 0 90' wcsPEc;I (II) • :z: I a: w Q. >-... ... 11'1 0 Q. ~·i Un Ivers I ty u, Dr Ive RIGHT LANE SIGN No§ Elev 110. I ◄ ~----36' X 19' CIDH PILE FOUNDATION n WIG BIY WIG PLANS APPROVAL DUE FPL ond Aa&oclotea, Inc, 10 Corporate Pork, Suite ll0 lrvlne, Collfornlo 92114 POOR DUALITY ORIGINAL I~u_c_i_r_v_,_n_e_.. WIG 1 _ NEXT EXIT SIGN No 0 --.-------------~~~ 2 ◄ ' Iii I. CAPS G93 IMODI ·1 . WIG (II) BIKE LANE BIKE RIDING PERMITTED ON THIS SIDEWALK SIGN No@ & 0 SIGN DETAILS NO SCALE S-9 z: 0. .. 0 Safely Roiling fill_ • '° I on : $2 ~~ wo •• b I ;,,. TYPICAL. MOUNTING BRACKET ASSEMBLy OET AIL SHOWN FOR SIGN No 7b HTS i. % " , cadmium ploled sleel elevator head boll wilh hex. nut and lock washer. Slol 1/a" x ¾" t % " , mounting head boll lypicol t Splice llne ---- Conlroclor lo determine location ofter sign delivery 1/4'' Ill Eye boll for for Walkway chain ~ ¼" Ill Hole for Y-4." , H.S. boll with nul and plole washer Existing Anchorage Brockel, Similar lo Oetoa "A" Existing Boll Mchoroges ' -----~--i ------_,-. ' . ~\ ·.~ \ .~ Existing Mchoroge •.......-Brockel, Similar lo Deloil"B" DETAIL G ror Sign No 7o ~ ' ~T :_ :L __ :. I $1·- •t---- Top of deck t Mchoroge 188 fl ¼ Bridge Mounted Sign Nos 7o I, 7b , ilfi N to Cl Noo Za, a, ~ 0 ... -.... z PLAN Scale: 1 "=601 Edge of sign panel -__ Slot %" x 1/a" SECTION EE HTS & Walkway chain angle I L J x J 111/4'' extend I ,) from end bracket lo flush wilh sign panel edge DETAIL A HTS ¼" , Hole for Y4'' , H.S. boll Walkway Brockel %" , Hex hd boll with nut, flolwosher, beveled washer and lock washer. T olol 4 .................. 4'-10" MOUNTING BRACKET ANGLE OET AIL HTS ~Standard Pion Sheet No ~DeloilHo t Bolt hlchoroge Slot J" x ¼" ¼", Hole for- Y4", H.S. boll Plate Wosher L 6 x 3'/z•¾x 0'-9" DETAIL B HTS Bolt dio + '/1" -(.,. 2". ¼" • o·-2· PLATE WASHER For oil stalled holes L5 x 3 x Y• x 1'-2" ( Walkway bro7kel ~ ~1 Mounting bracket SECTION CC HTS DHIOH ., L R GRAY -M MERKLINGER Y4"' Stud boll 6 %" min :Resin Capsule Mchor for Y4" Ill bolt It Wosher 2" x 1/4" x 0-2" wilh double nul RESIN CAPSUfE B~L T ANCHORAGE Required or 1gn No 7b . HTS NOTE: Resin COP.Sule anchorage is subject lo approval of Engineer. l11stonotion proceclures 1holl comply wilh manufacturer's instructions DIT,.ILI ., R CONZALEZ E -M MERKLIHGER ~ TRANSPORTATION 1----4-------4---------1 ~ CORRDOR AGENCIES 01:NE F'OSTll'I . OUIWfflflts ., L R GRAY -M MERKLINGER POOR DUALITY ORIGINAL llf COlMh IIOUfl 12 Oro 7J PUNS N'PIIOVM. DUI PARSON■ DII L.■uw, INC Two Venttre, Suite 550 lrvlne, Collfornlo 92111 Alloch Sign Ho 7o on Existing hlchoroge Brockett • E11islin9 Boll Mchoro9es I i--------+-H---------4-1-t Walkway Brockel• • Mounlin9 Brackets ,,-....;c___;;5_'-_4;_"_•.;.;16;_' -...:0:_"_.._1•-0" 1'-0" J O 5'-0"•15'-0" 1'-0" 17"-0" 18'-0" Ign Ho o I9n Ho b SIGN Nos 7o lo 7b ELEVATION • rsBT RTE 7J MOUNTING BRACKET ASSEMBLY SPACING HTS Outside edge of sign panel~ ~r ollcwoy chain ngle SECUQN Ff NtS 1 'lz" 19. 9olv. "Allen Head" . • set screw lubricate thread with grophilized grease ' 19. sleeve nul Y4"111 X 8" lg. hex. hd. boll preset In cone. tolol 2 " • x 3 Yz" lg. hex. hd. in cone It Wosher 2" x 1/4'' x 0'-2" with double nut Tack weld bar <Typ) 2'/z" X 1/4" II 0"-10" 4" lg. steel stud golv -I· i-·-i 1- ALTERNATIVE GIP BOLT ANCHORAGE Not for Sign No 7b: Existing For Sign No 7a, Shown For Info only NTS ., .. , ' • I -i ~ t-2'.: NOTES: I. for de toils not shown see ST ANOMO PlANS 2. The exterior mounting bracket to face oulword lo occommodole th• walkway chain on9le 3. Contractor to provide anchor bolt layout before anchor bolls ore placed 4. The contractor shoff verify on dependent dimensions In lhe field before orderin9 or f_obricoting any moleriol . 5. Allsleel9olvonlHd ofter fobrlcollon SIGN No 7a 8c 7b JAMBOREE ROAD OVERCROSSING BRIDGE MOUNTED SIGN 8-10 • uRIOIMl'll. ICM..t IN IIOCI FOIi MDUCt0 PUliNS e TCA COAl'llocr HANAOl:1'1 CU12-3J2 EA102540 Dlllllo,,AO 1'11,NTI •M,NO INll.11111 IIIYI ION °"'I - f3 •► Ill m > 0 w w a: Ill w s: ... w ◄ a: 0 • <. ' O ► ► wm m ... 0 ◄w 0 5z w ~ ·uQ u JIii w ◄W :r uo u i 0:: ·--I w I-.. Vl u 0 ; LL ◄ • u <.:) ... • I In • .. 'f'-r1' ,SIGN PANEL ,' 1 t 1 '✓ ISEE DETAIL Bl , I I ' , I ' , I 1· ' , , I '' I --,.! ------:4 -----_,'t -7 ~,, I ',~ .... • •' , , I I I '' ( I I \ , I I ' ',1 I,, ~ t I' ,'1 I ', , I I ' 1· ' I I ', ,' I I , J. ' I • - - - - - ~~,:-: 1 ~ -,-... .. '--,--J 12. n· STEEL PLATE DETAIL C PLASTIC PIPE CAP TOP OF POST ,, 1' \_SIGN PANEL ~ ISEE DETAIL Al Y4 • X Va• BACK I NG RING. TACK WELD TO BRACKET U'\ ... I I I I d fJ STD PIPE TOP OF SIGN 0 b c d I I I I 60' X60' 2' -1 • 1'-3 ½" 1/1' AJ07 BOLTS 5' STD PIPE It Y4">< 18">< I' -6• SEE DETAIL C SOUNDWALL I SIDE MOUNTED SIGNS LOTTED HOLE Vz' X Y4 •. FURN I SH ¾• ><. 2 Vz• BOLT W/2 NUTS & WASHERS, ITOTAL 41 SIGN PANEL SIGN PANEL MOUNTING DETAIL DETAIL A ~ "' I "' "' I i-. ELEVATION 1 • fJ HOLE IN PLATE & CONC BARRIER FOR Y4' BOLT J...-1½· DR I LL I • HOLE IN CONCRETE BARRIER MOUNTED SIGN CUT TOP FLANGE ONLY T ¼MIN FOR SIZE OF ANGLE REFER TO MOUNTING DETAIL L 2 X 2 X 1/4 X 4' -5' SIGN PANEL SLOTTED HOLE ½ • X )'4' FURN I SH STATE FURNISHED SIGN SECTION A-A ¾" X 2 Vz• BOU W/2 NUTS & WASHER, TOTAL 4 FURNISH¾• X 6' BOLT W/2 NUTS & FIBER WASHER, TOTAL 2 SIGN PANEL MOUNTING DETAIL DETAIL B DIS1 COUH1Y ROUTE 12 Oro PLAHS APPROVAL OU[ FPL ond As&oclot••· Inc. 10 Corporate POl"k, Sul •• ]10 lrvlne, California 92114 SECTION B-B POOR DUALITY ORIGINAL GRIND CONCRETE AS NECESSARY TO OBTAIN UNIFORM BEARING Y4' X 10 ½• BOLT WITH 2 PLAIN & 2 BEVELED -WASHERS & NUTS. 12 EAi SIGN DETAILS NO SCALE S-1 I --------· --------------------roi:i'iiciiiiicri,';i7,.s------;---;----:---:--------------------r-------~------_j FOR 11cn11r.rn Pl.AH$ O 0151 I COUNTY I AOU1[ I .-u,-1 IA.ES ISH~[!'l'o~lAl ROADS I DE SIGN OUANT 1.T I ES . 101Al PAOJCC1 • SHI: U 12 j Oro I 13 I 23. T/25. 5 I ◄U I !,~ POST SIZE & LENGTH REMARKS £:4'.J -fJ__, X, - ,-, -.,.__, ~\~ .L SIGN PANEL ROADSIDE INSTALL Atc:fSTCA~ c1.Jt. EHCN'fA I s.~~r--~~ SIGN SIZE SIGN SIGN INSTALL SIGN METAL IRAIL REMOVE RELOCATE -NO CODE I INCHI 4'x4' 4'x6' 6'x6' 6' xB' PANEL ON (STRAP & SADDLE t.lOUNTEO SIGNI ROADSIDE ROA~SIDE =--. c °'°"' 1· I 0 I-POST 2-POST SOUNDWALL BRACKET METHOOI SIGN S GN PLANS APPROVAL OU[ 1 ..... 11:!;!L • EA EA EA EA LB EA EA FPL ond Aaaoclotea, Inc. ~ll CIV&. ,._+ 400 W591Rtl 48X48 13.0 I 10 Corporate Perk, Sul te JIO '( Of l~ 401 WBl llt) 30X36 I lrvlne, Collfornlo 92114 ~ 402 G84 54X48 15. 5 I •403 WBI IL tl JOXJ6 I POOR DUALITY 404 GI I 36Xl8 8.0 I ORIGINAL I 405 WBl lltl JOX36 406 W72130) 48X60 I 0 w 407 GI I 36Xl8 8.0 I ► VI m > 408 W41 48X48 92 0 w w 0: 409 W41 48X48 13.0 I VI w > ... 410 W41 48X48 13. 0 I w ◄ 0: 0 411 Rl7B 30X36 13. 5 I • I~ 1 t" 412 R90 24X36 I l 413 SPEC 160X70 19.0 I .3 ~ 414 W601Rtl 48X48 13. 0 I 415 R44 48X54 16.0 I ' 416 G921MOD> 54X30 14. 5 I s~ ► 25X28 m G28 ... 0 0 26Xl2 ◄w G48 -'z w =>u :,t G43 26Xl8 U-u JIii w 417 G921MODI 54X30 14.5 I ◄W :c uo u G28 25X28 G48 26X12 G44 26X18 418 G84 54X48 I 5. 5 I I ' a:: 419 RIBIRtl 36X36 14. 5 I -, w 420 W72130) 48X60 I - ~ I-421 G78 120X60 17. 0 I .. Vl 422 G20 I J 0 lJ... 423 CBS I ◄24 W601Rtl I i1 • 425 W741Ltl I ~ 426 W731Rt l I .. 427 W2 I W6125l 428 G83 90X60 16.5 I ◄29 G83 90X60 16.5 I 430 Rl6B 30X36 13. 5 I TOTAL THIS SHEET 14 4 6 92 4 2 IAI t.lOUNTED ON METAL POST PER CALTRANS STANDARD PLAN A7JB IBI NOT USED I NOTES• • (t, II - I, EXACT LENGTH OF POSTS ANO SIZE OF PANELS SHOULD BE VERIFIED IN THE FIELD . H!LT H!RT 2. EXACT LOCATION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER, • --L____J_I• -SIGN QUANTITIES S-12 --··--·-··-~ _ ............... . -. I I SIGN NO 0 431 432 433 434 435 436 e ► VI 437 438 m > s .., G: ~ .., I-.., ◄ 439 440 441 G: 0 • 442 443 444 3 l 445 ' O ► ► wm m ~s 0 ~ z w ~ uQ u 446 447 ..JVI w ◄W :I: uo u 448 449 450 451 452 453 454 • 3 C) .. 455 456 457 • I Ill • ROADSIDE SIGN QUANTITIES POST SIZE & LENGTH PANEL ROADSIDE INSTALL SIGN SIZE SIGN SIGN INSTALL SIGN CODE I INCHI 4 • ><4 • 4• ><6° 6'><6' 6'><8' PANEL ON !STRAP & SADDLE I-POST 2-POST SOUNOWALL BRACKET METHOD> EA EA EA EA R90 24X36 I Rl8AIRtl 66X48 15.0 I W591Ltl W591Ltl W41Rtl G78 WI 8 IRtl W811Rtl W811Rtl W8 I IRtl W811Rtl WHILtl 60><60 I WI W41Rtl W61151 Rl81Rtl W601Rtl 48><48 13.0 I G20 R20B SPEC R61-20, I 36x30 13.0 I R26EB W751Ltl 60x60 RIOILtl 48><16 9.5 I N-1 MKR 18><18 R26 18><24 14.5 I G93 24xl8 G93B 8x5 WI I IRtl Rl7B 30x36 14.0 I R7 24x30 N-1 MKR 18xl8 R26 18><24 12. 5 I RIOIRtl 48xl6 14. 0 I R7 24x30 N-1 MKR 18><18 RIOIRtl 48xl6 9,5 . I RIOILtl 48xl6 TOTAL THIS SHEET 8 I I I (Al MOUNTED ON METAL POST PER CALTRANS STANDARD PLAN A73B IBI NOT USED NOTES• I. EXACT LENGTH OF POSTS ANO SIZE OF PANELS SHOULD BE VERIFIED IN THE FI ELD, 2. EXACT LOCATION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER, fOA A£DUC£D PLANS METAL IRAIL MOUNTED SIGNI LB 92 92 0 REMOVE ROADSIDE SIGN EA I I I I I 5 l RELOCATE ROADSIDE SIGN EA I I I I I I I I I I I II REMARKS -. PLANS APPROVAL DU( FPL and Assoc I ate•, Inc. 10 Corporate POl'"k, SUlte 310 lrvlne, Callfornla 92714 POOR DUALITY ORIGINAL SIGN QUANTITIES S-13 8 >-Ill m > 8 w a: Ill w > I-w ◄ a: a ~ I I .., ~ • .ll ' O>-Wm ""a "w .Jz =>u u_ .J Ill ◄W uo ► m a w >! u w z u a:: w 1- j ~ • ~ c.:> .. ROADSIDE SIGN QUANTITIES POST SIZE & LENGTH PANEL ROADSIDE INSTALL SIGN SIGN SIZE SIGN SIGN INSTALL SIGN METAL IRAIL NO CODE IINCHI 4'><4' 4'><6' 6'><6' 6'><8' PANEL ON !STRAP I, SADDLE MOUNTED SIGNl 0 I-POST 2-POST SOUNOWALL BRACKET METHOD) EA EA EA EA LB 458 RI I 48X48 16.0 I RI IA 36X21 459 G86 156X60 15.5 I 460 Rl68 30X36 13. 5 I 461 RII 48X48 16. 0 I RI IA 36X21 462 RIOIRtl 48X16 9.5 I RIOILtl 48Xl6 463 R61 464 WI 7 48X48 13.0 I 92 465 WI 7 48X48 13. 0 92 466 Rl8AIRtl 467 Rl81Rtl 36X36 14. 5 I 468 Rl5 24X24 10.5 I 469 Rl5 24X24 10.5 I 470 W60 IRtl 48X48 13. 0 I 471 R58 472 W601Rtl 473 W601Rtl 474 W60 IRtl 475 WI I IRtl 476 Rl8AIRtl 477 R57 478 G28 25X28 479 Rl81Rtl 36X36 14.5 I 480 WI I (Rt) 36X36 12.0 I 481 W751Ltl 60X60 14. 5 I 482 G84 54X48 15. 5 I 483 G92 54X30 14.5 I G28 25X28 G48 26Xl2 G44 26Xl8 484 R44 48X54 16.0 I 485 WI I IRtl 486 WS9 lltl 487 R44 488 W601Rtl 48X48 13.0 I TOTAL THIS SHEET 15 2 276 (Al MOUNTED ON METAL POST PER CALTRANS STANDARD PLAN A73B 181 NOT USED NOTES• I. EXACT LENGTH OF POSTS ANO SIZE OF PANELS SHOULD BE VERIFIED IN THE FI £LO. 2. EXACT LOCATION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER, REMOVE RELOCATE ROADSIDE ROADSIDE SIGN SIGN EA EA , I . I . . I I I I . I ·, I '. I 1 ,. \ . \.. I . I I . I 12 I REMARKS --r--r 'I' . ~ INSTALL ON EXIST POST ,~ ..... .I.. ~ - PLANS APPROVAL OAT[ FPL ond laeoclot••· Inc. 10 Corporate Perk, Sul te :,10 lrvlne, Collfornlo 9271• POOR DUALITY ORl61NAL • SIGN QUANTITIES S-14 e ► Ill m > 0 .., .., « Ill .., s: ... .., ◄ « 0 • ' ' s~ ► m ~e 0 !4z w "' uQ u .JIii w ◄W :c uo u • • ~OADSIDE SIGN QUANTITIES POST SIZE 8, LENGTH SIGN SIGN PANEL ROADSIDE INSTALL INSTALL SIGN NO CODE SIZE SIGN SIGN METAL <RAIL 0 I INCH) 4° x4• 4• x6° 6°x6° 6"xe• PANEL ON !STRAP 8, SADDLE !MOUNTED SI GNI I-POST 2-POST SOUNDWALL BRACKET METHOD) EA EA EA EA LB· 489 W72130) 48x60 I 490 G92 G28 G4S G43 491 RISA IRU 66x48 15.0 I 492 W751lt) 493 W75lltl 60><60 17. 5 I 494 W741Ltl 60><60 14. 5 I 495 WI I <RU 36x36 12.0 I 496 Rl6B 30><36 13.5 I 497 WI 498 N-2 MICR I 8>< 18 8.5 I 499 W56 48><24 10.5 I N-2 MKR 18><18 500 N-2 MKR 18><18 8.5 I 501 Rl8AlRU 66><48 15.0 I 502 Rl8(Rt) 36><36 16.0 I R26(SI I 2>< I 8 50] R7 24xJO 14.0 I N-1 MKR 18xl8 504 G92 54><30 I 4. 5 I G28 25x28 G47 26><12 G44 26><18 505 G92 54><30 14. 5 I G28 25x28 G◄l 26><12 G43 26><18 I 506 R44 48><54 16.0 I 507 W751Lt) 60><60 17. 5 I 508 WI I IRtl 36,c36 12.0 I 509 R7 24><30 14.0 I N-1 MKR 18><18 RIOIRU 48><16 510 K-1 MKR 15><6 6.0 I 511 R7 24><30 14. 0 I N-1 MKR 18xl8 TOTAL THIS SHEET 14 5 I (Al MOUNTED ON METAL POST PER CALTRANS STANDARD PLAN A738 181 NOT USED NOTES• I. EXACT LENGTH OF POSTS AND SIZE OF PANELS SHOULD BE VERIFIED IN THE FIELD. 2. EXACT LOCATION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER . FOR R[DIJC[O PLANS 0 REMOVE RELOCATE ROADSIDE ROADSIDE SIGN SIGN EA EA I I I I 3 I z REMARKS REINSTALL EXIST W59 SIGN r11 PlANS APPROVAL OAT[ FPL ond &1aoclotea. Inc. 10 Corporate Park. Suite JI0 lrvlne, Collfornlo 92114 POOR OOAltlY ORl61MAL SIGN QUANTITIES S-15 r, 0 w ► VI Ill > 0 w w a: VI w > ... w ◄ a: 0 • \ ... ◄ ID :=, ~ <It ' O ► ► wm m .,_a 0 ◄w -'z w =>u " u_ u .J VI w <CW X uo u ROADSIDE SIGN QUANTITIES POST SIZE & LENGTH SIGN SIGN PANEL ROADSIDE INSTALL INSTALL SIGN CODE SIZE SIGN SIGN NO 1 INCHI 4'><4' 4'><6' 6'><6' 6'><8' PANEL ON (STRAP & SADDLE 0 I -POST 2-POST SOUNDWALL BRACKET METHOD> EA EA EA EA 512 R7 24><30 14, 0 I N-1 Mkr 18><18 RIOIRtl 48><16 513 191RAMPI 48><48 13. 0 I 514 GB◄ 54><48 15. 5 I 515 G61-20, I 36><30 13.0 I 516 191RAMP' 48><48 13,0 I 517 518 N-1 Mkr 18><18 519 N-1 Mkr 18><18 520 C21RAMPI 48><30 17. 5 I C38 30><30 I 521 G93 24><18 12.0 I 522 W751Ltl 60><60 523 WI I IRtl 36,c36 I 524 WI I IRtl 36><36 I 525 W51Ltl 36><36 12.0 I 526 G20 90X50 13.5 I 527 W74 60X60 14. 5 I 528 RI 8 IRtl 36X36 16.0 I 529 W79 30X30 12. 5 I 530 W75 60X60 14. 5 I 531 G86 156X60 15.5 I 532 G93 24Xl8 12.0 I 533 G931MODI 24Xl8 12.0 I 534 G93 IMODI 24Xl8 12.0 I TOTAL THIS S .. EET 17 3 CUMULATIVE TOTAL 51 12 I 8 GRAND TOTAL 68 I 5 I 8 (Al MOUNTED ON METAL POST PER CALTRANS STANDARD PLAN A73B CBI NOT USED NOTES• I. EXACT LENGTH OF POSTS AND SIZE OF PANELS SHOULD BE VERIFIED IN THE FI ELD. 2. EXACT LOCATION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER. METAL IRAIL MOUNTED SIGN> LB 92 92 460 552 REMOVE RELOCATE ROADSIDE ROADSIDE SIGN SIGN EA EA INSTALL ' 24 15 24 15 REMARK'S • . ON EXIST .. . . . . . ., . POST PlANS APPROVAL OAT[ rPL and Aaaoclotea, lno. 10 Corporate Pork, SUI •• ]10 lrvlne, Collfornlo 92714 POOR DUALITY ORIGINAL SIGN QUANTITIES S-16 • • • ► GI s VI > ~ ' s VI > .., a: .., ... ◄ 0 O ► ► l&IGI GI ~so .Jz .., ifo l1 ~::J ~ uo u I In NOTE• SIGN NO 0 2 3 4 5 6 7 8 9 10 II 12 13 14 OVERHEAD SIGN QUANTITIES LOCATION 1154•◄0 1157•80 1177•50 1193•50 1196•00 JAMBOREE OC 1219•60 1230•00 JAMBOREE OC JAMBOREE OC 1217•50 144•46 MACARTHUR Bl.VO 191•75 BRISTOL ST S TOTAL THIS SHEET z . C) -w-VIO::a: =>c :C ... J VIU => -=>m za:=i a: ...... =>VI-I&. LB SB 12900 NB 7580 SB 12680 SB 8970 SB 12300 NB 7740 SB LB 12900 7580 12680 8970 12300 7740 SB 7750 7750 SB 9340 9340 NB SB SB NB 9010 9010 SB 88270 88270 CIOH PILE FON 30• LF CIOH PILE FON 36· LF 17 19 17 17 19 89 (Al INSTALL NEW SIGN PANEL R591MODI IILLUMINATEDI AND REINSTALL SIGN PANELS R601Ltl AND G2◄ ON EXISTING LIGHTWEIGHT ·s I GN STRUCTURE F'•G"f-10 CIOH PILE FON ◄ 2 · LF 22 22 22 66 I. ALL OVERHEAD SIGN INSTALLATIONS SHALL MAINTAIN A MINIMU,t VERTICAL CLEARANCE OF 18'·0' BETWEEN THE FINISHED SURFACE OF ROADBED AND BOTTOM OF WALKWAY. 2. ALL •w HEIGHTS AND BASE ELEVATIONS ARE FOR QUANTITIES ONLY AND ARE SUBJECT TO CHANGE BASED ON NOTE I, • l. SIGN PANELS FOR NEW OVERHEAD SlliNS SHALL BE LAMINATED PANELS, TYPE A.UNLESS SHOWN OTHERWISE. F OA nr1>1 lt':rD Pl ANS 0 LB LB LB 2240 2240 2240 2240 LB z C) w -a: VI => ... wu > => 0 a: 2 ... W VI a: EA 3 z C) vi ~ >-w i... ~ -IL. § EA VI ..: a: "" 2 w a: IAI PUNS APPROVAL OU[ POOR OUHITY ORl6\MAL SIGN QUANTITIES S-17 . ► ! II i ~ ! ◄ 0 • .. .. ~ ! y ... ,._ ► ~II ID ii I 31!: • BO- TO- 60- 0 0 ...; 5 16' Weakened PI one Spoc I no • 28' 81, O' Stobie Rall I 24' 24' ., 8 E OG at LOL ,• . -,, .. C>-'f GI~ Approximate Finished Grode at Face of Wal I 24' 81,51' "' .. Ff om~-,1~, --· l'bll E><ponsli Joint 48' ◄8' 2◄' Wal I E,cponslon Joint Spoclno-. --t----...::7..:.7.:..• 1.a.::6:...'-----+-+------=9:..=6_' ______ ,._ __ .;:.◄B:..'-----1---◄:ll8:!...'----1 SO-DATUM ELEV LAYOUT LINE ILOLI:::::,, I 1-45 5 10• SD 33,08' Rt t-45+13,00 R0111> t.e-1 • 145+13,00 Beoln Woll LOL 24 • SD 18 • SD ~23.1,• I 20• I I 1 -46 24' + ELEVATION Scoles Horlz 1"• 20' Vert 1 •• 5' 24 • SD RAMP MB-1 RW LOL LOL Cu-ve Doto R• 3033,08' • 2'41' 12· L• 141,52' • 13,11' I ,2· I PLAN Scoles 1 •• 20' .. ~..,,....,..,".,.•"'"' I 1"7 l R•3000' 38' Ha::8 I n LOL Cu-ve Data R• 200,09' A• 12'24 10" L• 43,29' T• 21,13' t ·I 8· POOR DIST COUNTY DUALITY 12 Oro n ORIGINAL : Abbrev I at I 011,1·, ~ {!Mw:Qlu' . CISTllllD Cl'A. [IQl[[lt CIP TF TW TWPI 0= Cost In Place Top of Footlno Top of Wol I Top of Wol I Pl Standard Pion Sheet No Detol I No Min l'UMS UPIIOVAL DAT[ AN DELL AND ASSOCIAT[S, 111101 CARTWRIGHT ROAD IRVINE, CALIF~IA tZ114 ... .. lte Oraln/Wal I System R-11, Detal I B + ,. ContOU" Grodi ----------------.! Buttreaa Loco No Scale NOTEI SEE SHEET R-13A FOR MODIFIED LIMITS OF STRUCTURE EXCAVATION AND BACKFILL, RETAINING WALL PLAN WALL No R1146 R-1 0 ► :ii II > 0 w tt CIC • i m 0 --► 011 ► w .. a m ◄W 0 a! w w u g; w 3 • • ' • 60 - 55 - Approximate F lnla~ed Grade7------50 - at Face of Wal I . 1 45 - 40 - 35 _ DATUM ELEV LAYOUT L lNE I LOLI:::::-. 44 10.00' Rt 44+38,78 w. Molnt. 44+38,78 Beotn Wall LOL Cl) ,.. 2' ' 38,85' 48,85' \ \ \ ...._ __ ---..._<'°G at LOL 133. ' On OL Type Wol I ' 1 , O' ep Holes e Sheet R-11 11 ' tat I B ~~-~-+-'-"L-+--il-l-£!.--4.1.A.J:~~I-..: Weakened PI one Spoc I no NOTE1 POOR DUALITY ORIGINAL SEE SHEET R-13A FOR t.«>DIFIED LIMITS Of STRUCTURE EXCAVATION AND BACKFILL,. ~Retolntno Woll !Type VWlth Finish per Sheet R-11, Detail A 7,5' FS IS COUNTY IIOUH Oro l3 hiHs lJS►AoviL 6lfl ASSOCIATED ENGIN£ERS, INC, ll11 E, SHELBY STREET ONTARIO, CALIFORNIA t1114 or Flatter I I ]3• ,,,' Geoconpoalte Drain/Woll Drolnooe System See Sheet R-11. Detail B I I I Top of ,, 1 Foot lno r------....,uuo'---+----~.:.Jt.aL------li--Wo I I Expons I on Jo Int Spoc I no 45 ELEVATION (Back Face> Sc:ole: Horlz 1 • • 20' Vert 1 • • 5' u 11,1 ~ CID a "' 0 ~ ~ ~ A ~ ~ 1 ~ 0 PLAN Scoles 1• • 20' ,011 ~[DUC[O PLANS 0 46 u m .,, N a, '+' ID ... 6 S43• 13' 19" t 1'-6" ,," 1 In "'\,, . I f \_ ~--------------------------J-______ J See Contour Grodlno . for Buttress Location and Detolls TYPICAL SECTION No Scale co I ~ ~ < a: 0 Molnt, Rd,• RETAINING WALL PLAN WALL No R1149 R-2 ► ID D Ill Ill -> r N i ,► sm t-0 ;~ u-~~ uo IC .. u Ill i ◄ u .. N D .., Ill -> ~ ~ ◄ 0 CD 0 ► m Q Ill "' u Ill 0 ac ~ ~ I.I. . " ·- 55-L Approximate Finished ~ Grode on Both -- S Ides of Borr I er -~ 50- 4 . oP 0 8 rrler 45- 40-- 35- 30- 25- 20-DATUM ELEV on 44,69' 6 2' u w II) in "' 'f II) in Cl) Pl=45,33 15' / / / Tap of TWPI• 53,05 70,06' on LOLI Section Bl OG at LOL _ g, ____ > ___ POOR O UAL I TY y-OR 16 IN AL g' HOTEi SEE SHEET R-tSA FOR IQIIFIEO LIMITS OF STRUCTURE EXCAVATION ANO BACKFILL, ~ Retolnlno lol I CType 1) Vwlth Flnleh per Sheet R-11. Detail A 1, --4. 12 oro 73 illlAs APPAdvlt dlft ASSOCIATED ENGINEERS, INC, SSII [, SHELBY STREET ONTARIO, CALIFORNIA 11114 ecutter u 0 +-QC VI 0 ., ., llfn7__...__ __ _ 2t 1 or F lotter , , / ~ :6 Cl. :-,Ill ~ ·G a, Q ! >< 0 ole ~ wE e Sheet R-1 1 a, ,._ 0 18 , 24 , toll 8 • -o t----t--.,--+----~4~8_' __ '"1-~~4~'--t--t--_...__-+--t-~~~ ..... --4_8~.2~4~•--+--~---"2_4~•-i ..... ~2~0-·-+-~ 2~ i.---+--'"'-"-.--.+----.1----+-......,----t--• .. -~---'-'l0,..,~1_,.8_' ___ __.._~ _ _.:_l~0:..:• 0~6:._ ___ ..__,·~ 18' 24' 24' 24' 32' 68,24' 56' - ~ Concrete Borr I er VIType 50D1 Section A Only FG , , J· ,, .... / 1-_g...--r-Geoco,rpoette Drain/Woll Drotnaoe System See Sheet R-11. Detol 1 8 / ,' Tap of ••• Foot!no .. .. , , , , ,' ~ LAYOUT LINE CLOL l :::::::::::., a a 9 860 .. .. -·· .. • ELEVATION <BACK FACE> 24 • SD Bo,:rler curv~ Data (I• 200, o, 8• 13• 10 22 • L• 46,00' T• 23, 10' Scalet Hertz 1•a 20' Vert 1•• 5' 8 PLAN Scalet 1•• 20' 0 ' ---r, • ;-···\.~ee Contour Grodtno ----------t------------------! for Buttress Locot I on and Detol le TYPICAL SECTION No Scale F&T•llb TYi' . __ _,_ --' - I FracturTd j F In F In ah .......................................... al I D. Sheet R- RCIIII> MB-8 ES ' concrete Bcrr I er ~_.\,..--(f-~ CType 5001 R1160 Section A LOL 1,1• £xponalcn Joint and @top Detot I "B • No Scale RETAINING WALL PLAN WALL No R1160 R-3 ... Lil. N a w ► Ill ID -~ > w ac -~ > w ◄ ac a N s ca a ,► CID w ~ ... a ◄W a ~~ w "' u ~::: Ill ua ~ • ~ ◄ •-.-I IIC ... ~ u s .., "" a . f u ◄ u ... • • 75 - 10 - 65 - 60 - 55 - 50 - 45 - 40 - Wo I I E><pons I Joint 62,50 Wlnowol I DATUM ELEV LAYOUT LINE ILOLI 167 7 I I I I I I I I I POOR DUALITY 4' 24' O><lmo e·Fln e At oce of _J " ORIGINAL Retolnlno Woll I Type 1 I or Type t CModlfledl. Sta 168+23,33 to 168+32,66 with Finish per Sheet R-11. Detoll A See Sheet R-13 for Retolnlno Woll Type 1 CModlfledl 1----=~:..t,---__,;;=-----+----'...,__..,..~-weokened PI one Spoc I no 6' '4-----------'---------. ..... ---------'-----------t.-----'~----t--Wo I I E><pons Ion Joint Spoclno I I I L-24• I 26' ... .., :c a, I") 168 8 ELEVATION (BACK Scale: Horlz 1•• 20' Vert 1 •• 5' R•2000' 46' , 8' 16' . . N 0 CD '° ~ .., ii i l: :c :c :c MACARTHUR BLVD PLAN Scoles 1•• 20' 9 16' 16' ... N i ii :c :c 0 170 48,75' Lt 168+97,72 MACARTHUR Blvd 168+93,79 EC & Anole Pt Woll LOL 31 I N ..... o· ... ~ 8' 8' 'f 'f :c :c J . 49,46' Lt 169+◄0,42 MACARTHUR Blvd• 169+36,50 End Woll LOL 0 ... N10•15•2o·w 170 45 LOL ii.YL I AIU ►LlMs l►►Rovlt bltt ASSOCIAT[D ENGINEER$. INC, 3311 E, SHELBY STREET ONTARIO. CALIFORNIA 91764 eocorrposlte Drain/Woll Drolnaoe System See Sheet R-11. Detail a Top Of Foot •no NOTE1 SEE SHEET R-13A FOR IIJOIFIED LIMITS OF STRUCTURE EXCAVAtlOH AND BACKFILL • TYPICAL SECTION No Scale RETAINING WALL PLAN WALL No R1162 R-4 • ... • ► ID '-► QID ~a ◄1 ~-~Ill u~ ' .. u Ill l ◄ u .. IIC ~ s u. 0 60- 55- 50- 45 - 20- 15- 2' ,--0 0 ... a: 'f 23' 20' DATUM ELEV 10 = 45,50' 10' 10' Wo 1 LAYOUT LINE ILOL 1-:::::. 862 3 . 4 861+48,00 PCC MB-8 , I I ELEVATION (BACK FACE> I I I Scoles Horlz t•• 20' Vert 1 •• S' ,'ROUTE 24 • so-, I 7J Provide utlllty cpen I nQ thru WO I I stem I A•18 • I 18' H•28 •3000,00' LOL Curve Rm2240, Q2' A-08'531 52• L•348,00' T•174, 35' RAMP MB-8 20' 12' 18' H•20, H•16, H•12, PLAN Soale1 1 •• 20' ta 4 -----OG at Lill_/ --- ----~ 30' H•IO RW LOL 16' H-S' 48' H=6' ,- 0 er, f ~ ~ "' ., a, ---ll si8 ..J 'O'O •cc 0: WW I 865 8' =4 j&' TW L 35,88 40 FS & FL Gutter: Out I et POOR DUALITY ORIGINAL NOTEI . COUNTT IIIOUTl i't.lNs Di►iovll bltl ASSOCIATED ENGIN£[RS, INC, SStt £, SHELBY STR[[T ONTARIO, CALIFORNIA ttll4 SEE SHEET R-13A FOR l«JOIFIED LIMITS OF STRUCTURE EXCAVATION AHO BACKFILL, ~RetolnlnQ ~all I Type 1 I ~with Finish per Sheet R-11, Detail A 1. _ ... lifn}_,..._ __ _ 211 or Flatter ' ~Concrete Barrier t:::J l Type 500 I ]1• ,/ n.-----GeOCOff'POSlte Droln~Woll TYPICAL SECTION No Scale LOL Drotno3e System See Sheet R-11. etol I B • I I I ( 21,11' Rt 865+<>3,04 MB-8• • 86~+99,0T EC End Woll LOL AlsA\Concrete Barrie t:::)<Type 50D1 • • FG Prc,posed Inlet 24• SD AC Dike I Type DI NOTEI 86S+o8,00 EC MB-8 SEE SHEET R·13A FOR l«>OIF1£D LIMITS OF STRUCTURE EXCAVAtlON AND BACKFILL, TYPICAL SECTION i Gutter outlet per Detail B, Sheet R-12 AT DRAINAGE INLETS No Scale RETAINING WALL PLAN WALL No R1164 R,...5 • • •-- • ► • e VI ·-> Iii i '-► ~II ◄i ~-~VI u~ IC w 0 i .. u w I 3 .. ! ... ◄ a ti -> ~ Ill .. ◄ a CD 0 ► • e H Ill :IC u a: ~ ~ ... u ~~~ i~V l! ~~ 45 - 40 - 35 - 30-eoble al I lno 25 - 20 - 15 - 10 - 5 - LOL R• 2 A• 1 L• 4 T• 2 Gutter per Data Sheet R- 0 Provide utl I lty openLn<i---' thru wol I stem U-◄ 5 1 •·•• r, -· , •• ,.,..,.'-"·•-•u11\,,.,. eht 75.65' OG at _ LOL~,,,,.,,,,. ,,,,. /,,,,. Top of w ◄0.63' 25' I I I 8 ... , ... ,,,.,. e RetalnlnQ Woll (Type I) wl th f lnl ah per Sheet ES R-11, Detoll A ~Concrete 'CJIType 0 FG LOL GeOCOITPOSlte Oroln/Woll Dralnooe System See Sheet R-11, Detoll B POOR DUALITY ORIGINAL 12 oro U KIRI 1,,Novll 61ft ASSOCIATED ENGINlERS, INC. llll E. SHELBY STREET ONTARIO, CALIFORNIA t1l64 ~..,==-=~~~~~~ 2◄ • SD 1295-+00 only) ~RetolnlnQ Wall I Type I) ~with finish per Coble Roi I lno Top of Foot I no TYPICAL SECTION AT DRAINAGE INLETS No Scale Sheet R-11, Oetoll A I'-◄• urn-i_L-___ _ ~ Concrete Borr I er VIType 5001 FG ELEVATION <Back Face> NOTEt SEE SHEET R-13A FOR lil)[)IFIED LIMITS Of STRUCTURE EXCAVATION AND BACKFILL. ~----- Scoles Herlz I"• 20• Vert I"• 5' Min TYPICAL SECTION FC:::O~ -C.~ No Scale 211 er flatter GeOCOfTPOSlte Oroln/Wall Drolno8e System See Sheet R-11 • eta I I B Top of Footlno ...-ve Doto 1. OA' '351 21" . 63' .36' ~ Concrete Borr I er VI Type 5001 FG HOTEi SEE SHEET R-13A FOR t.llOIFIED LIMITS Of STRUCTURE EXCAVATION AND BACKFILL. TYPICAL SECTION 211 er flatter / PLAN No Scale / Scale: l"a 20' I ~DIIJ ll[DUC~D PLANS ........ _. ~ I J I RETAINING WALL PLAN WALL No R1195 R-6 0 40 -w ► Ill II -e > ~ Ill 35 - Scoble -t!! > w ◄ II: 0 30 - i GI C ,► 25 -0111 ► ~0 ID ◄i 0 .., ~-" u 20 -i~ Ill :i:: UC u 15 - 10 -DATUM El.EV ~ .. u g Ill "" I J 21.08' Lt 297+8◄,01 UN-3• ◄ 297+84.01 Beoln Woll LOL u .. u CD I"\ ,-. . • ! -22.29 FL ... ◄ ... §"' ' w • i ':\~ii U ◄ • 2' IS COUNTY ROUT( -0 - POOR DUALITY 12 Oro 20 vc 16. 17' TWPI• 24.79 20' ◄ • 1 , 20' OG at ---~~~ fl 58' on Barrier l 20' ., i.-;c.;;._-.i+- +-:::, c., Outlet Lt 2 ◄.75 Bottom of Borr ler, ORIGINAL ~Retalnlno Woll(Type 11 Vwlth finish per Sheet R-11, Detall A 1 •-4 • ►Llkl l►~Movll 61ft ASSOCIATED ENGINEERS, INC. 3311 E, SHELBY STREET ONTARIO, CALIFORNIA 11714 0outter llTn7_.1..--___ _ 211 or Flatter ~ Concrete Borr I er V<Type 5001 FG 4 , Weakened Plane Spoclno ..,..,...,----::--------:5'""2'""•-.+----~......,3-2.,.., -i-----3-6.,., ___,:,::__ ___ __, ___ -" ____ wa I I Expans I~ Joint Spocl no ~'---- 22' I 8 w • I"\-NO 8 8' 8' 1 0 ., i % % :c LINE ILDL, I LOL Curve R•1 ◄78,92' A-06'02']◄" L•155.83 Tc77.99' 22' 16' --0 • m 0 UI 1 11 'I' N • :c :c :c :c :c 9 ELEVATION Sca1e1 Horlz 1 "•20' Vert 1 "a:5' 9 LOL Curve R•200.09' Aa13"◄7 57" L-◄B.17' T•2 ◄• 20' 12' 20' 12' 2◄' j..,, --N 0 • i 1 1 i % % :c :c PLAN Scales 1 "-20' 2◄' 0 I I 300 .1 I '· Extend.Barrier End Into Bockalope ,o th DI~ ~ Concrete Barrier _,,,~-..---::::.--I Type 50 I Min NOTEa SEE SHEET R-tlA FOR I.IJOIFIED LIMITS OF STRUCTURE EXCAVAtlON AHO BACKFILL • TYPICAL SECTION No Scale RETAINING WALL PLAN WALL No R1199 R-7 I' A 10?"i40 • • •. l i ; ! ~ ~§~ i« ~ l! § ~ 40- 30- 20- 15- - RW R1205M Tie-Bock Woll 270.18' T pe 1 Wall 96' Wal I Expansion Joint Spaclno-1-------~----~-+-------=-=----...:...--t,-----1.II.L.IUL. ____ .j 96' Weakened Plane Spacing ---.t-,--'~-1~..a.;;:...---t--iiu..-,t.--:---...1!1:,__ __ ..... __.i--t-~-..__ __ -1ll-__ ...__,Jct._,.__~L.-1 ◄8' ◄' ◄' ◄ ' ◄' ---------- DATUM ELEV 1206 JA~OREE ROAD QC Br No 55-531 South Abutment 0 0 ◄0.78' 30' N - • N -J-----------------1~~!!,__-----------------li,-2!:L-~0 o 8' ? 90' ~t------~------,t.--..;_---~------.efe---..lUi.l..l.JIL----'--.i!L-l~ LAYOUT LINE ILOL)::::::'::. 120, 78 Approximate Finished Grode ot Face of Wal I ELEVATION Scoles Horlz 1• • 20' Ver't 1• • 5' Gutter FL 90' l8" SD 2 ◄" SD 8 Coble Rolllno Conti rued I N w z _, TWPl•3◄,◄ 0 20; vs , ◄, w 60' 1209 j H◄ 9 ° 22 "01 •w ROUTE 73 t POOR DUALITY ORIGINAL eCoblo Rolllng eoutter ___ fOG -----. ,, 12 Oro 73 l'UNS APPIIOYAL D&TI AN D£LL AHO ASSOCIATES, 11101 CARTWRIGHT ROAD IRYlt€, CALIFORNIA tZT1 ◄ LOL 13' , - • n SB R te l3 ~)/( Retalnlno Woll (Type 11 ·-pu~wlth Finish per Sheet R-11, Detoll A I Geocarpoalte Drain/ H Woll Drainage Syatem See Sheet R-11, Concrete Berrier Detol I B 2'ITYOO Si I - FG ot ES TYPICAL SECTION No Scale HOTEi I. RETAINING WALL NO Rl211M SHALL BE BUILT AND BACKFILLED PRIOR TO RETAINING WALL NO Rl205M. 2, SEE SHEET R-13A FOR MODIFIED LIMITS OF STRUCTURE EXCAVATION AND BACKFILL, fa , !f \ 1 • RETAINING WALL PLAN \ •,~· ~--PLAN WALL No R 1211 M \ · Scole1 1 1 • 20' R-8 l:L-~--------------------------1 '0ii"jiiiiiucii'iiiLANS°---;---;----;--~:--------------------,--------,------_j FOIi M:DUCID l'UNS I? z J • • ~ I ... 1 ◄, • ! ,, ~:; ~, ~:!l ◄ u .. -to- I II! "' ... ◄ 0 J; ' • ~ ... ► II s 20-i 15- ◄SO' Type 1 Wal I l,22' 96' 96' 96' 96' ◄ 1. • 2◄' 2 ◄' ◄8' 2 ◄' ◄' ◄8' 2 ◄ ' ◄' ◄ ' 2 ◄ ' 2 ◄' ◄ 8 ' 2 ◄ ' 0,18' Weakened ..__2~2~•__,, ________ 1u..!:o!.-•--------_.... ________ 1:..,2,.,,o,_' _______ -+ ________ ..,_1.o:.;2,._' _____ --::=---il------.._ ___ --t Plane ~ s· Cable Rat I tno Spactno J • Continued -~...-"T""1 Q -1--lr-,., 1-0 See Sheet R-11, ; ~ _,.,,._,._,_;,.-4Coble Roi I lno Detal I C CTypl d? Continued JOI 0 .. N a: - DATUM ELEV I Approximate Finished Grade at Face of Wal I LAYOUT LINE ILOLI:::::,.. I I DG at LOL --·,r-? Ion . 1t./ -· I ::c u 1-0 ~~ 0 a'f JI') •N a:- U:lllll C1V1.. INGM'.111 PUNS ~VAL DAT[ VAN DELL AND ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA 9ZTt4 POOR DUALITY ORIGINAL 1209 1210 1211 1212 1213 0 i Ol 0 N ◄ I-v, w z ...J :c u I-~ '411' 110' H•12' I Hm1 ◄' -I . - - --- - - - 18" SD~ ;,.. ... --_______ ------~ '-----~18" SD ' IO • 0 ... ' ~ N49"22'01"W . 1210 I I - - - ELEVATION Scale: Horlz 11 • 29 1 Vert 1• • 5 • I ◄6' H•16' RW LOL' \.. - - - - -- - -- 10◄' .. ,. I H-=18 H•20' I . . - - - - ·------ 72" SD.J -______ -------..3..F------------------- 30• so -~~ ... t SD . I . I I I I I I , I -I I ROUTE 73 l I . t 2 :, t - 0 If l"l .... N .... ◄ I-v, w z -...J :c u I-◄ ::I NOTEI 1. RETAINING WALL NO R1211M SHALL BE BUILT AND BACKFILLED PRIOR TO RETAINING WALL NO R1205M. 2, SEE SHEET R-13A FOR MODIFIED LIMITS OF STRUCTURE EXCAVATION AND BACKFILL, RETAINING WALL PLAN WALL No R1211M R-9 -·--------------------------------------,,'C011i.'ii11riiouciucirriin,,,_;:'.ANSUti----;o--,--1,---;-,--------- - - - - - - - - - - - - - , - - - - - - - - - r - - - - - - _ ; _ - - _ J r,, '"'"'"'.,. • • ·- • I cl l ; , r-.,.--r---------------------------------------------~-------------- 50- -40- 20- m 15-i a:: :I ~ .. ~ u i I&. . " i1 .. li t-◄ t- ~§; i -u a:: z ~ ~ ~ 0 0 . 0 ':f l'l ~ TWPI -- -' -◄◄• 03 •• li t-~ ~ .., • a:: 0 'f DATUM ELEV 20' ,. 24• T I 7- 110' -- 121 ◄ -- l'l ,,.. -----------~ t'l .- N .- ~ t-. CD VI ., LaJ z --l :c u 0 t-... ~ . c,, N I 4 140' H .. 18' -- - - 325' 120' See Sheet R-11 • Detol I C ITi,pl -- 438' Type 1 Wal I ---., ... _ -, ....... 'l'.f10ken6c:I ·PI~,;;··------v---• 1215 ' -- ' I ......--+lh-w--.11 own 11 rol rfl . u LAYOUT LINE ILOLI l I -- ELEVATION Scale: Horlz 11 a 20' Vert 11 • 5' 52' H=16' T I . -- 1216 RW LOI.-"\. -- O' "- 90,81' 2' 0 a:: .. 08 OU 1217 -. -------- POOR DUALITY ORIGINAL 22.19' 23' 0 0 . CD f ,-,,.. N TWPl•31.2 S" 1218 DIS l COUIITY IIOUll 12 Ora Tl PLANS """'OYAL DATI AN DELL AND ASSOCIATES, I ,,. __ -.. ) 11801 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92114 •, 110,00' Lt 121T+88.00 Rte Tl• zn+ua.oo End w011 LOL - - ~-HOTEi 1 • RETAINING WAL ------_--------------,-------------------T~ of Slooe..::f---BE BUILT AND TO RETAINING L NO R1211M SHALL BACKFILLED PRIOR WALL NO Rt 205M, 72• SD_/ , I ;N49" 22' 01 •w 5 6 PLAN Scale: 1 • • 20' roi, 11£Duc:CD PLANS 0 ............... -,, .. ,~ .. , ........... ' ROUTE I I nt J I 7 2, SEE SHEET R-1 LIMITS OF STR AND BACKFILL. lA FOR MOD IF I ED UCTURE EXCAVATION RETAINING WALL PLAN o R1211M WALL N R-10 ► i Ill a I f ~ r ◄ C • ◄' i ' • • I ~ ... ' em ► II ~I ~ ~~ ~ • ~Gutter CJ ... • 8 • for Woll R1162 Llmlta of Fractured Fin Finish, Adjust to Top of Barrier Where Appllcoble IA ,_,..._-.&.I Wo I I Oro In wl th Pipe Dome 18" 6" ~-~• Ploatlc Pipe DOWN DRAIN INLET at R121H.4e DETAIL C Pion 3• 16 RAD LOI. I Elevotton CIP WALL FINISH DETAIL A Retotntno Wal I 6" Ploatlc Pipe SECTION A-A 3• • }_ r DETAIL D ~ Concrete Barrier r;;;:::) !Type 5001 Where Appllcoble Bond 6" to Woll, Cut Hole for 3 • Pipe. See Note A ±3" F In I shed Grode See Note B FlnlehedtGrode or Gutter FL; POOR DUALITY ORIGINAL PUNS APPIIOV&L DUK AN DELL ANO ASSOCIATES, 1TI01 CARTIIIIGHT ROAD IAVINE, CALIFORNIA tll14 Bockfoce of Retolnlno Walt ------..- -..... ' ' I I 3' 3• Slotted Ptoatlo Pipe See Note B "'-Detol 1 4• Dia Drain Tee Connection Geocorrc:,oalte Drain and FIiter Fabric le f. Bond to GeOCOff1)08 I te r.-1------"--Drain, 3" min Polyethylene Sheet Level or Sloped Towcrd Woll SECTION B-B Treated Permeable Bae• NOTESt A, 4• Drains ot Intermediate Sao Points and at 25' Mox Center to Center. Exposed Woll Drains Shall be Located 3•t Above Finished Grode. B, Geoconpoatte Drain, Cement Treated Permeable Bose, and 3• Dia Slotted Ptoatto Pipe Continuous Behind Retolnlno Watt. Cap Enda of Pipe, Provide "Tee• Connection at Each 4• Dia Drain, c. CCJrV\ect the Low End of Ploettc Pipe to the Main Outlet Pipe OS Appllcobte. DRAINAGE BEHIND WALL .RETAINING WALL DETAILS DETAIL B , NO SCALE R-11 ·-···-·-·------------------:.-------------~.::::-:::-:-::~::-:,:::::~.~~-= ... ::-:-: .. ::-.. ---~--~---:----:-----------------------,--------,----------' • • • \ N l ; ! t ),~ ii E: ---'s t .. t! ~ ► II a i w ◄, • I ' aro ~i ~1!: .. u I- ~ .-◄ .- i K! ~ ◄ 0 t V ... ► II 8 lS ~ I§ I§~ ~o-~ D: !i ~§~ 2' Retolnlno Wal I LOlJ Concrete Barrier C l 2' I -----c ..... 6' ES Concrete orrler !Type 501 PLAN Top of Retolnlno Woll 2.5• • 16.5'• 3' Concrete Barrier I Type 5001 Retolnln Wal I ''z • E ,cpons I on Joint FIiier FS at ES Drolnooe Flow-ThrouCJh Concrete Barrier I ype 501 ELEVATION Detal I "A 11 Wal I R1160 South End •Wal I R1199 North End Wal I Gutter Outlet Under Barrier 2' Retolnlno Wal I R1164 LOL__J Concrete Borrler Type 50D S l: __ 2_' --•I C _.j 6' ES Concrete Barrier .I • 1 Type SOI . Oetal 1 11c • • Wa I I R1164 South E:nd Woll Gutter Outlet Under Barrier 2' Concrete Barrier 2' Concrete Borrler I a FOIi lltDUCtD l'L&NS 0 FS l Concrete Barrier I Type 501 Section C-C POOR OUHIH ORIGINAL Provide 12• llenoth) X 2· IHelohtl at 3' Spoclno For Orolnooe Flow-throuoh Ol$T COUNTY IIOUTI 12 o.-o n GIS TllllD CIVl. [MCeClfl l'LAltS Al'PROYAl DUI AN DELL AND ASSOCIATES• 11101 CARTWRIGHT ROAD IRVINEo CALIFORNIA 92114 Typlcal Section Retolnlno Wal I 2.11' Retalnlno Wal I Concrete Barrier IT pe 5001 Type D Dike I 1· • • , 2, • -Concrete Gutter Trans It I on ES Concrete Gutter Transition I Concrete) I. 2· I Concrete I Detal I "B 11 Wal I R1164 North End Wal I R1195 Both Ends Woll R1199 South End Gutter Outlet - - -◄--- Retolnlno Wal I Detal 1 •o" ES • Wal I R1149 Both Ends Wal I R1160 North End Gutter Outlet RETAINING WALL DETAILS NO SCALE R-12 J • • a, i. Pole -J ES 111 J full height, lot 8 .. lJ T C(llMfY IIOU 1't POI MLlt SHUT TOTAL TOTAL l'IIOA:CT 110. _,n POOR DUALITY 12 ORA 73 2].·l/25.5 ORl61NAL ll[ciisii< 0\IIL l:NOIN[[II _I ~ -------------------~-------------------• 10 DAff • • a, I ;,, 50°-6• Lt Sta 168+28.00 t. MacArthur Blvd R1tolnln Woll _ .... _ ..... , ....... PLAN ! ----,--- i ----,---- i limits of RelolnlnCJ Woll T)'Pe 1 (Modified) ELEVATION RW R1162 LOL I ;,, 12· f9 ]tot 18 Full height Fractured fin finish, on laces ol pD011ter • Nole: Dimension• shown do not Include fractured fin llnleh Top of cone barrier -PRoeter -finished grade -Top of fooling Retolnln Woll SECTION C-C ~-• 1·-0· • I') IO Ii o -1 ·e N . 10 0 0 ·5 i ElE ij Ad~•I to clear anchor bolls within top 2' -6• . ' W. KOO i ASSOCIATCS, Inc. 112 TO_. ANO COUHTIIY IIOAD OIIANOI: CA 12111 NOTES: 1. for Information not Ihown 111 8 and •RETAINING WALL PLAN• lh11l R-4 2. r_: or sign pole and anchoro91 ••• ~ Po ■l T)'Pe •v-t. MacArthur Bl'ld ~ ~ 48'-9• I 3. ~or cone barrier ralnf ac dowel• 111 0 Cl)'Pe 25A) 1'-9' t. MacArthur Bl'ld---..... I RW R1162 LOL 't. Pole--J , so·-s· I I I f,.......< 1 ~F-:••om• ' I ' I ' rrs --- I . 'N N Note: I -for plaiter relnf not Iha I Std relnf wn, :c See Nole 1 111 •section B-e• and . •section C-c• thla aheet j Std relnf, cont I Sea Nole 1 -! I t-;Addltlonal 16119'-o• 0 12 ( fflOII I . 19 l tot 18 I Elev 51.00 --111 J run height, tot 8 I Top of ftg 1e tot 5 / Additional 110 0 e, tot 8 . . . SECTION A-A Notea: oc lndlcol I e bundled bora Fractured fin nntah not lhown for dorlty rs 1e • e lop onto 111 (3'-o• min lop 1pllc1 length) \11.----Std relnf, cont S11 Nole 1 Addltlonal 111119'-o· 0 12 fflOII SECTION B-B oe 13 -fj I N Dl:9CIN II J.R.Englond -S. Xie omu II D.C.Benaon -S. Xie ~ TRANSPORTATION 1----+-,,11,-------~, ""•.,,..------t ~--~CJ-.. CORRIDOR AGENCIES GIANTIMS RETAINING WALL R1182 R-13 TCA CORIIIDOII MNCAOUI SIGN SUPPORT CU 12-332 : 0 a J EA 102!540 1 • • CIP Wal I • \ ~ A ... ◄ ? ... !!: , ' o--u ! a: z t. t! § ~ )':! j~ ,~ ,~ , .. Roadway Section RSO Moterlol CIP Wal I POOR DUALITY ORl61NAL 12 Oro GI$ TlRto CNI. IN09CPI PUNS APPROVAL DUI VAN DELL AND ASSOCIATES, 11101 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92114 Vorloble Slope Bockcut RETAINING WALL R1162 RETAINING WALLS R1146, R1149, R116O, R1164, R1195, R1199, R12O5M SEGMENT A, AND R1211M ~Selector Structure Bockflll c::::::l Structure Bockfll I MODIFIED LIMITS OF STRUCTURE EXCAVATION AND BACKFILL FOR DETAILS NOT SHOWN SEE e RETAINING WALL DETAILS NO SCALE R-13A 0 J " DIS' I COlMTY I Roun I ,It~{' ~c, ptg'l-~l~\ POOR DUALITY 121 Ora . j n I 2:S.l/25.5 l ◄◄if!>W ORIGINAL ~adv-:>.<?.i:u,._ ~ h-f~lSSI~ IIECISTUl[D CIVIL ENCINE[R @ ~ ~·!.-- I~~·,. ,,,_?J~L l'I\.ANS Al'f'IIOVAL OU[ w _ n•11 . . .. ., . .,... . ASSOCIATED ENGIN£ERS, INC. .r~ CIVl. ~~ RETAINING WALL QUANTITIES 3311 E, SHELBY STREET (f ttl\ ONTARIO. CALlrORNIA t1Tl4 RETAINING WALLS BARRIER --0 0 0 1/l a 1/l -w ► ~ IX w 0.. m ~ --' w 0.. >---' a w z I->-I-w z w w 0 I-I--w w 0 ~ I-I----' z ::, -I-I----' LIi w VI I---' C> IX w VI I---' I-a: ◄ -◄ -a:: a: ◄ - ~ ◄ > w w u C> > .... C u C> .... a: -DESCRIPTION STATION z z ◄ "" 0 w z z ◄ ¥ • 0 -u u I-C> z z a:: a: 0 -u u . I~ 0 w z a:: a:: u u >< ◄ 0 u u >< ◄ w "' "' z .~ z a:: w cD I-a:: -◄ "' a: w cD a: cD I---' 0 -u ::! a: 0 cD --' 0 I- ◄ .... w w VI 0.. z 0 ◄ .... w w w a: z a: IX 0 0 0 "' w w a: z a: a: w w -::, ::, ~ I-u a: --' --' I-I-::, -::, ::, w ::, --' w :c X I-w I-I-VI --' w I-w I-I- VI ◄ a: "' u a: u u 0 a: a: w ◄ • a: u u a: u u z ::, ::, ::, u w 0 --' • u z ::, ::, ::, ~ ' a: a: a: a: 0 I-z ID • z 0 a: a: a: a: ~~ ► 0 "' ◄ I-I-w ◄ "' . 0 I-◄ I-I- d I- 0 u ID --' al VI VI C> • :I u ID u VI cD VI VI --' z 0.. VI -0.. z ~, a --' --' --' --' "" --' --' --' --' u ◄ ◄ ◄ ◄ ~~ LIi • • CY LB CY CY SF LF CY LF LF LF LF LF CY LB CY CY • • ~ 8 9 67 269 Type t Retalnlno Wal I 33,08' Rlt46 R-t 162 8435 500 344 414 Rt 145+13.00 MB-1 to R-1 Rtt46 38.05' Rt 147+79,67 MB-1 Rlt49 R-2 57 2868 150 96 172 8 4 134 Type t Retalnlno Wal I 10' Rt 44+38, 78 WMR to R-2 Rt 149 ' 10' Rt 45+74,00 WMR Rtt60 R-3 354 40906 1453 1099 1806 47 to 286 210 46 Type t Retolnlno Wal I 38,05' Rt 858+37 .89 MB-8 to R-3 Rtl60 .. 2 a: 64,44' w .. Rt 861+13.89 MB-8 I-.. ~ R1162 R-4 312 36078 1343 1041 1924 57 19 5100 Type 25A Barrier On Type t Retolnlno Wal I 48.75' Lt 167+36,50 MB to R-4 RI 162 u i I&.· 49.46' Lt 169+36.50 MB ..; RI 164 R-5 548 64147 2155 1601 2916 60 12 352 4 348 Type I Ratolnlno Wal I 33.03' Rt 861+51.07 MB-8 to R-5 Rtt64 ◄ 21. 11' Rt 865+o3.04 t.e-8 u .. R1195 R-6 225 27305 1014 790 982 14 6 178 174 Type 5 / Type I Retolnlno Woll 21,76' Rt 293+91. 66 UN-l to R-6 RI 195 ' t 3. 62' Rt 295+65. 14 UN-l Rlt99 R-7 281 32582 1178 898 1268 43 8 210 204 58 Type I Ratolnlno Wal I 21.08' Lt 297 +84. 01 UN-l to R-7 R1t99 26,08' Lt 299+90.62 UN-3 R1211M R-8/R-IO 1474 130204 5973. 4532 7285 124 39 1098 115 1159 Type I Ratolnlno Wal I t 10' Lt 1206+29,22 Rte 73 to R-B/R-10 Rl2t IM 110' Lt 1217+88 Rte 73 • ! -I-◄ I- • ,,,···1§; ;-,,,,:!.,·, -u 1· :_;,,--~ a: Z ".l§t-4 u ◄ . -• I SHEET TOTAL 3413 342525 13766 10401 16767 361 88 2325 115 4 2364 104 19 5100 RETAINING WALL QUANTITIES R-14 -·--· ~--rn11 ll[OUC(O l'1 ANS I 0 I '"" ,..,,.,., I r. ,Jff-~"i:1.:.-------..------------------_;,----------------------------------·-···. ···--· l'Val ~ 1VPL ..,..Cl PLAN VIEW tcA&.&r ■w PROFI.! YEW ITATIONNQ (C/LIIOU'Tln) ~ ... .., ....... J. PITTIIOII """&-liiiiil=w-= .... =---iw=--1-----+------1 JU......_ CMDCIDl't A.AlMIH ' - RAMP MB-1 SB-4114@ I ~..-., -----..,,,,....:®:::=iB~s!!:B-:z~!.!11~5-, _ RETAINING WALL R1148 W1-IM ~ IJIWRWTATION --~ Aa&ICD CIIIIDIW.~NNOU FCII 10UC01 l'IMI ELEV. 41,00 Ee - cu 12332 a rA 102540 W1-IM 1150.00 PACIACICILIENaaANll,Nl I002 DOWAVE. ITE.114 TUITIN CA. 12't0 (714) no-1122 POOR DUAL/TY ORIGINAL HOTEi: • 1) EUVATIONI IIASEO ON flELD 1URY1Y IYVAN 00..I.N«l ASSOCIATEl, INC. It BENCH MARK AIOUT U 01' A MU N0fmtEAIT ~ nt1 IONrTACANYCHIIOAO, Rl0MM INTUIIECTIONOF COYOTE CANYON A0AO; 100 FEET 10U1HWEST 01' 1lil! CENTER OF A 8ElL IYITEM TElUHOHE OOMl'N« MANH0la COYER. 71 ftET IIOUTHl:AST Of THE CENTERlM Of' IOHITA CANYON A0AD, S ftET NORTHEAST OF A f'OWEII ~ NUMBER 1111420E, If THE TO, Of' A COHCRET1! r0ST, 0.1 o, A FOOT /.a<NE. TliE OIIOUNO AIOUT l£VEl Wfflf llil! CENTER OF IIONITA CANYON ROAD, WITNEUED ■YA ITHL POST, 1 FOOT NORTHEAST. IIIL ILIYATIDN: aoo.,u· O.Cl. 11 LO.L 40 30 IO ., 0 -IO I ITAnote«l (C/L IIOUTI! 13) nLL (DRILL PAD}: (SM) Dart& yellow-brown fine SILTY SANO COUlMUM: (SM) Du1ky yellow-brown SILTY ____ SANO with 1/114-lnch void• and ___ _ trace of cpan• SANO 8£0ROCK (NICUn fORMATlOH): Moderate brown fine SILTY SANDSTONE with • trace of coon• SAND "'rtl1!!'!;;;:~8EDROCK (MONTEREY fORMAllON}: Mo11ltt_ , • •• moderate IM'own mlcoceou1 SILTY 11/11/11 CI.AYSTONE with abundant dlotomoceou1 material ... color chant• to mottled moderate brown and medium IM'own, SANDY -----SILTSTONE lnt1M1l1 12-11-12 ... color chant• to mottled medium troy and dart& troy ... color chant• to dartt ll'CI)' ... p1trolll1rou1 odor _______ _ ... moderate 111pat• ... concretion ... 1~2-lnch thick block-red ollldl1ed SI mONE ... 1 nt petroDferou1 odor 11!50•00 RWWWW---WI CMIClllD If A. AL ... -S-21-14 PLAN VIEW ICALerolOO' ITA. 1141.tS 525' IJ' CW ROUTt 13 C/L O.Cl. 11 LO.L 70 80 50 40 30 ODIDUI -10--------- Clllall,t&.sc,ll.lNICHIS f'"0II 11D1UC111. PUHi ... cobbl11 m-~;:;,...~11.ft::;, ~~art& bfown 1::t.AYEY SANO BEDROCK (MON\'EREY FORMATIOI(. Oort& brown to block SILTY CLAYSTONE f11Nl!RJS7Elf • --· C:U123U (A 102540 111$1 COUNTf rem IIUS IHlP totM. POOR DUALITY ORIGINAL 11 ORA IIOU1l n NO. IHllTI 40 5'#ll ITA. 114 .. 11 540' IJ' CW ROUn 13 C/L S-H-IM fUHS ll'PIIOIIAL Do\Tl PACIACIIQ\..IINCaNRRNllNC. 3002 DOW AVf.. ITI!. 114 TUSTIN CA. t28IO (114) f».lttt N01£1: I) EUVATIONI BASED ON l'IElD al!IYl!V IYYAN DB.l NG AISOCIAT£1, INC. I) IENCtl MARK AIIOUTO.I 0, A MU NOlffltlAIT AlDNII 1ltl IICHTA CANYON ll0AD, fllOM nt1! INT£NIEC110N.01' COYOT£ CANYON A0AD; Im FEET 90UTHWEIT 01' ntl! . ~ Of A IELL 1YS1tN TEl.EPHONI COMPANY MAHH0LI COY£I\ 71 F£ET IOUJHEAST 01' nt1! CENTERUNI Of' IIONITA CANYON ROAD, I F£ET NORTHrAIT o, A POWER POL! NUMBER 11114aJE, N THE TOP Of' A 00NCRET1! POST, 0.101' A FOOT AIIOVI THE G110UNO AIIOUf l£YEl. WITH nte CENTER CW BONITA CANYON ROAD, WITNISIEO IIY A ITI!& POST, I FOOTNORlltu.ff. MIL Rl!.YATION 200.1,J O.Cl. 1ILO.L 11/11/12 H41305 IO i (NICUl\. fOIIMA110N): ........ ,...._.,_ llne ll.lY IAHOStONl •llh .,.,,.. lren e.W.U... ....... dlercNI ... minor CIA'f ,-(U")r_..., llne CIIAVO. 70 ... (10.s·J....., c .. tect ••........, SANDSTONIE ... SAND ... (20') ............. (IIOHIUIIY f'OIIW.1'1011): ........ _,., ... ............. ..acoc•-U.1Y ClA'Wl10Nl ■1111 ., .. ,. lroft eoldatloft -·1:,0•1c-~ ............. ..., -· J0.!1•)1-1nc:11 1111c• ..,. • ., rum SNC1S101C w--i ... »·)c-.......... 4""' ....................... . U.J • • • 40. 11 ... (JI• t• 41.S') miner "•P•t• 30 _.(SO')color c': :.z.: le ..... -. PROFI.E YEW 1180•00 RETAINING WALL R1149 R-16 LOG OF TEST BORINGS ff • i !.I I HJ I I I I ·J 'I 11il1 hll. PLAN VIEW -KALar,w C/L ROUTE 73 ttlOoOO li------------·-------------t -~ J! O.Cl al LO.L ELEV. PROflU VIEW IIOIIIIOIITAL ICAl.l: r,w YUTICAL ICAI.I: r,tcr 10-►IO EEREY FORMXnoN-lli>ftoCk i.lhY 0.AYSTONE, h•dt..: llltltaled 10.1. caq,enlld, WIVI lld-llro-IIHII, lr11Cl\lf9d, Ii O.Cl al LO.L a ~ }.,r- d! H41606 1/1/13 .'-11 • ., MONTDIEY FOIIMATION): 011w Y'STOH[ ... u Inell ...,., ., SNC>SfOH[ ... u.w, ...,..,..., cumOHC _. ..,, _ _,. sa.mOtC Gr.,, llr,e SNIO$TONE OIIGIW.SCM..rlllOU CU12U2 FOIi IUtlCm P1Nt1 • O I.A 102140 .__ _________________________ ___,;.....,......_.__, _______________ ._ IO 40 30 20 ., 0 POOR DUALITY ORIGINAL IUIM. ,..._.,, PACR:IQ\.8~1NC. a()l)2 DOW AV£. ITl.114 TUITIN CA. ea,o (1141 JIO.a122 HOTEi: I .... 1-11• 1) ELEVATIONS 11ASEO ON f1EU) 11URWY IY VNf DEU. NfO ASSOCIATEI, INC. I) IEHCH MAM AIIOUr 0.1 o, A MU NOflT1iEAIT Al.ONO 1lil IONITA CAHYON AOAO, fflON TH£ IHTEISECTION Of COYOTE CANYON A0AD; 111JF£ET IOUlHWUTOf nil! CENTER Of A IELL IYITEM m.uttONI! a:Mr/oK'I MANHOll COYER, 71 FEET &OU1l1EAST Of TH£ ~E Of IONITA CANYON ROAD, I FEET NOlllliPST o, A POWER flOlf NUMBER 1111420E, It TH£ Tor Of A~ POST, 0.1 0, AfOOT A80YE lME GAOUND AIIOllT UVEl wrTM lllE CENTER Of IIONITA CANYON AO,ID, WITNESSED IY A In&. POIT, 1 FOOTNOflTHEAIT. Ill&. !Ll!YATION 100.111 so 40 • 30 IO SANDSTOH[ fflotj£ •ilb Imo ,, Im• SN1QSTQNC 0 1/4/ll IIISll(QNII) PIINT1 ■r.MIIO fMUiEJI ~ Mltl - 1HE DATA INCWDEO It me LOO Of TEST IORINO H-1114 HAVE BEEN EXTIIACTtD fROM 1lil! OEOTEQtNICAL MATERIALI IW'ORT fOfl TCA CXlNTRACTNO . .,_,,. THllltUOlfTWAl.-,m ■v lPIHT0N AND AIIOCIATEI, INC1 ON .w«JNfY 11. 11181. M&T AOM, INC. NfO PN:;/ft; IOU ENOINEIMIO, N;. HAVI UNOUITAICEN A REVIEW Of THE RUtRENCED INfOAMATIOH AHO COHSIOEII" Al'PflOf'NATI! fOR THI llUIGH Of flETAINNI WALL NO. RIIIO. HOWlV£R, M&T AGM, INC. AHO PAClflO SOU EHOl«EIUNQ, INC. A0CUT NO RE8'0NIIIIJlY FOR THE AOCAIMCY ANO COMl'I.ETtHEU Of lltl! ORIOINAl IORINCI DA TA. • PLAN VIEW ICALI: t" 1 10' 1180.00 H41314 BEDROCK NIGUn fORW.TION : Ru1ty to yellow brown fin• SILlY SANDSTONE, mol1t, 01ld1 1toln1 U ht r fine SILTY SANDSTONE 30 -----••. pocket of fine Sft.lY SAND_JO Croy sn.moNE, thinly .bedded, obundont dlolomOCIOUI mollflol .. ,I CIOUI Gytr .. ,loytrt of SANDSTONE lnltrbedded ClAYSTONE with Stt.mON[ obundont dlotomoceou• moltriol C/L ROUTE 73 H-4180(!9 • • • RETAINING WALL R1182 ~ ~ ~ -~"""""--~ POOR DUALITY ORIGINAL Li ~ ~ ELEV. 74.5 ' S? : ! H-!-1608 Ii d ~ H41607 r H IOlftOCIC (N10UO. ~noH): lJthl .... fine SI.TY INIDST0NI[ ELEV. 110.0 IO [IJ) IO 40. (IIOIITDl[Y nMMAnoH): On, ..,_ SI.TY MNDmH 20 10 SANDST0Nt mu db Ima! If !Int w«mM 0 1/t/tJ 0fll09UI.ICALINIOCI CU1HH _______ n111;.;,._111DUCU __ PIMl.;:.;.;;;.__..,1:_,_,_. ___ ~1 __ -',s -'IA 1021MO 1111T COUH1Y IIOUlt POst MUS ltCIT fflAL ftlfM. "'°"'"' NO. 9cm 11 ORA 11 ·~ .... uia PACIRCIOU!NONEIIING.INC. ,ocD DOW AVf.. lff.114 TUITIN CA. l:MIO (114) TJO.ltn NOffl: 1) ELEVATIONS IIAHD ON NlO M111YaY ft VAN OB.LAND AIIIOQATES, INC. II IENClf MARKAIIOtlTG.10, A ... HOffflt!AIT MDNIITHI IONITACANV'ON A0AD, FROM THI INTERSECTION o, 00YOff CANYON AOAD; tCD FUT IOUIHWEIT o, THI CENTER 0, A IEU. IYSTDI ta.1PttONE 00/MPNtt 1o1ANHOU1 ·00\IEJ\, 19 ftET IIOUniEAST OF 1HE CENTEAUNI Of IIOHITA CANYON IICW>, I FUT N0R1ltEAST o, A POWER POU NUMBER 11114201!, .. lltl! 101' OF A OONCREq POST, 0.10, A FOOT NK:Nf. THI OIIOUNO All0tl1' LEVtl. wmt THI CENml 0, IONTA CANYON flOAO, WITNUIEO IY A IT!R. POST, 1 FOOT NORntEMT. llll RIYATION 100. trl 70 IO IO IO .. .. I I 11il1 Jill. I i .. i-11 I I J ..... I I 1 I I 1 I i !. I I if I I 1 I PLAN VIEW ICM.I: ra lO' PAOfl.E VIEW NOIIIZOWTAL ICM.I: r , w VIIITICA&. KALI: r a 10' ft!AllONNQ /LIIOUTI n) .... --iiiiiiii ... OISI COUlffl' IICMt POST 111.Q NIT IOTM. ~CT NO. 11 ORA n C/L ROUTE 73 I ~· 1110oOO POOR DUALITY ~ a ~ 2 I:? 0.0. ■ILO.L i § d ~ ELEV, 71.00 10 10-11-IIO 1180•00 DMIII l'r ....... Ha.qc> H-1182@-=· __ R_E_T_A_lN_IH_G,.'w-A-.L":"L:R::11;:8;4-..,♦-®H-1172 M~loN-IEl>IIOOC r "lli.i't •••• ~ "IICflfOIK. illf(. ••• moist 'l't!J' 1; wlifl ~on oxlde;-lind lrlCH oi~mlcl. uaffOIIIUIOCIAffl ; b ~ ' p I:? o.a. •• Lo.L j ; e ~ ELEV. 159.00 10-2-IIO ORIGINAL Oerll ll'.-t11'1Y tlllv Q.AYSTOHE, herd, aaMa1ec1 ca.r. mlcecaou,. t---~-------t liD ............ GOttf"msTEJr .. ..... -- OCCICD l'J I.ALWAIH ... 1-U-M OIIIGNL ICU II IICICI PUNS MWlf1#L 0,.1( .:.: .. PACIFIC ICIL8 ENOWHANG. INC. 3002 DOW AVE. ITE.114 TUITIN CA. IJMO (114) H0-2122 1lt£ DATAINCWDEO It ffl£ l.0001 TUT IOIUHOI H-1111 AHO tt-11n HAW IIEEN ElC1llACTED FROM ntl OEOTEONCAl MATEIIIAUI ftEl'0flT f0R TCA COHTMCT NO. 880-11. na IW'ORT WAI ISIUm IV l£IGtfflJN ANDAUOaATEI, INC., OH Jl,MJNff 11, 1•1. M&T AORA, INC. AND PAClflC IOLI ENIJINUM«I, INC. HAVE UNOERTAICEN A REVIEWOf llil REFERE~ INFOIIMATIOH AHO OOHIIDEII IT APf'AOPfllATE fQfl 1lil! DEIIOH Of RETAINING WALL NO. R1114. HOWEvtR, M&T AGRA, INC. ANO PACIFIC SOU ENOINEERINQ, INC. ACCUT NO REIPONIIIIIUTY FOR me M:.CUNCV AHO COMl'lETEHEU 0, ffl! ORIGINAi. IORINO DATA. NOTES: 1) ELEVATIONS BASED ON FlElD IURY£Y IYVNf DElJ.NfO A$SOCIA TES. INC. -/-,.-: 1 I) BENCH MAIIK ABOUT o.a OI' A MU NORTHEAST M.OfCI nt1 IIONITA CANYON ROAD, FROM THE lfTERSECTlON OF COYOTE CANYON ll0AD; 100 FEET IOUnfWEIT OF ffl! CENTER OF A BElL IYSTEM TELEl'HONE COMPANY MANHOUI COVER, 78 FEET sot/lHEAS'T 0, THE CENTERLINE OF IIONfTA CANYON ROAD, I FEET N0Rm£AST OF A POWER POU NUMBER 1111420E, It fflE TOP OF A OONCRETE POST, o.a 01' A FOOT~ THI! OAOUNO ABOUT lEVEL WITlf fflE CEHTER OF BONITA CAHV0H ROAD, wrrNESSED BY A ffll!L POST, 1 FOOTHORTlt£AST. ll■L aHAJIOfl 100.111 RETAINING WALL R1164 R-1Y LOG OF TEST BORINGS L----------------------------------------'°"------ltlll~PlANI •· CU123U lA 102540 OISMIWIII ,_,,. lrNIND (NILPIINSIDNDAID- . i PLAN VIEW !i I ICAU:rotcr I jI I I I I q l1il1 Jrll. .... RETAINING WALL R1195 @H-1306 C/L ROUTE 73 UIIS.00 ti a SI O.G.11 LOJ. O.G. 1ILOJ. t ~I;~ d PROFI.! VIEW NDIIJONTt:lft'= r I IO' WDTICAL • r ■ 1D' ~ IClita N NCtCI rall~P\MI • t J mtxn • \Lidi,".;.-• • ,·.r1a ···, ·-y~w4ifi • • iiic:eo? 'Jr ,3~ = ... 111ure1.dilc1-;";,iih' 1\111 llelne. ~ SEOIMEJ!!;I lain\_ • I Dll~to :k a••Y· -Illy , wflh race of ■and, 1tNI, turlled I( I, with IUII at11ln1. cu 11332 IA _,2540 I POOR DUALITY ORIGINAL Dlff COUlffl' IIOUK POST IIUS IHUT ten~ ten~ "°""' 11D. IHClTI 11 ORA n PACIFICean..tfHOWEIIINll,INC. ~ DOW AV£. lff.114 1\JITIN CA. 1211G (114) '1G-f1D THI! DATA IHCUJDEb IN THI! LOO OF TUT 110A1NB1 K-1301 AHO K-1301 HAVI! KEN EXTllACTtD FAOM THI! OEOnalNICAl MATENAUIIEPORTF<IA TCA OOH1'MCT NO. la0-1S. nu REP0ft1'WM ISSUED ff I..EIOH1'0N AHO ASSOCIATU, INC., ON JAHUAftY ti, 1811. M&T AGRA• INC. ANO rACl'IO IOILI !NOINEEJIIN(I, INC. HAVI! UNOERTAICEH A REVIEW Of THI! REf£JIENCED INFORMATIOH ANO 00NSIOEJI IT ~RIATI! FOft THI! OUIOlt Of IIETAINIHCI WAU. N0.1111115. ttOWEWII, M&T AGRA. INC. ANO rACIFIC SOILS EHOINEEIUNO, INC. ACCEl'f NO IIESPOHSIBIUTY FOR THE ACCURACY NfO COMl'l.E'TENEII 0#' 1H1 ORIGINAL IIORINO DATA. NOTES: t) ElEVATIONS IASEOON N!lO IIJIIWYffVAH DB1.ANO ASIOCIATU, INC. It IENCH MARK AIIOUT 0.101' A MU N0ftffl!AST M.ONC1 'ffll IIONITA CANYON AOAO, FftOM THI! INTERIECTIOH OF CO't'OTI! CANY0H A0AD: 100 FtET IOUIHWEST Of THI! CENTER OF A IIELL SYSTEM TB.UHOHI! COMPANY MAHHOLa COVEii, n FEET IOUTHfASTOf' THI! ~Of edNITA CANYON AOAO, I F£ET N0IITHl!AIT 0#' A l'OWER iioli NUMBER 1111421)1!, IN THI! TOP Of A CONCAETI! roar, G.I 0, A FOOT AIIOYE THI! OAOUND ABOUT 1.r1EL WITH ntl! CEH1EII OF IIONfJA CANYOH IKW>, \l'tffNEIIED IY A ITEIL POST, t FOOT NORTHEAIT. IIIL ILIVATIOII I00.1'1 • PLAN VIEW ecAU:r,w O.Cl at L01. • PROFLE VIEW JTATIONNO (C/1.IIOUTln) H-1312 ® H-1315 ® SH-4118 - _.,___~AINING 4 w~l n .-.1199 ~ ITA. 1111•tl; 110' LT. Of ROUTE 73 C/L I • 1200.00 RAMP UN-3 IX~Y bEPoSlff lthi: '" YL~ ll,-Y, IJ\Oll.t; fmt. plaal --•HW'II WIUI cteplh • ~ 11'8Y, occulonal ~ of pcca■lonlJ ■m11 ff •■ht!■ . . ... .... . L Blllffllll I AIIOCIATa --=iiuiiiiir-=:ri._m::::,., ...... .s=:s---c.ar--■----+--------. RU_ .... Oll'ClcD " A. ALIMl'IH ._. S-11-14 -OIIJGIIW. ICU II IICtCI FOIi MllUCO P1M1 I ·----- C:U11331 IA 102540 POOR DUALITY 0 R 16 .I N A L ..ao-90 :rW-broWJI llne ,. inedlln lAND trace Of Ill, -denM, _, I Ml, - w -mica. 1205+00 ~~ 3-H-IM PACIFIC IOU INIINIJINII,, INC. aoa2 DOW AVI. ITl.114 TVITIN CA t2NO (714) 11Nln 1HI! DATA INCWDED N 1HI LOCI Of TUT 10MG1 H-1111 AHO H-1111 HA\11 lffH IXTMCltD fllCMlHI GEOT£0iNICAL MATOIALI l'IP'0flT l'Oftl'CA CONTRACfNO. a.1s. na ~WAI IUUIDIY LEJC3H10H AHO Alldc:IATD, INC.. 0N .JNfAJNf'f II. 11111. • MIT AOM, NC. ANO rACIPIC IOU ENC11NHNNC1, INC. HAVI! UNOERTAICDf A IIEVllW 0, ntl REfEJIENCED INFORMAnoN AHO 00NIID8I ,r Al'l'AOPRIATE Alfi THI OOIGH 0, RETAINING WALL N0.1111.._ ~ MIT AQM, INC. AHO rACl'10 IOU ENGINEENNCI, NC. N:JCB'f NO IIUPOHllll.nY FOIi lHEKnJIVCf AND 00MPUTENUI Of 1HI ORIGINAL IORINO DATA. NOTU: 1) El£VA110NI aARO 0N NLD IUIIWYaYVAN DBJ.AHO ASSOaATEI, NC. I) IEHCtf MAIUCAIOUTG.I 0, A MIU N0fflltEAIT M.0NC11HI IIONITA CANYON A0AO, FROM 1lif INTERSEC110N 0, COYOTE CAHYON ll0AO; 10> FHT IOUnfWEIT o, 1HI CEHnll OF A 18.L IYITBI TEUPH0Ne COMrN« MAHH0ll COYER, 71 FtET IOU1l1£AIT 0, 1HI CENTEN..INI 0, IONITA CANY0H IIOM>, I FUT NORTHEAITOI' Af'Ot¥£11 POU NUMIEll 11114aol!. N fflE T0f' o, A CONCIIET1I POST, Cl.Io, A FOOT MO/ElliEOIIOUNDAIOUTLt\'El M1H 1liE QHTEJI 0# IONITA CANYON IIOAD, WRMSIED IY A ITDL N>S'T, I FOOT NOllll1'AIT. MIL ELEV. 100.113 RETAINING WALL R1199 R-2 1 LOG OF TEST BORINGS DlllltCWID PMfT'I llMINO fNILD ........ Do\lD - SH-4110A@XE)SH-4110 . PLAN VIEW ICALI!: r • IICY ELEV. 110.00 11.12.13 PACFUYEW • IH-4111 • • $- RETAINING WALL R1211 C/L ROUTE 73 IO ELEV. 110.00 O.Q.I1 LOJ. ~\\«flt«.¥\ OIIIGIIW.SC,UIIIICta rOll ll(IIUCQi l'UHS I • • ' 0.0. 11 LO.OL IO I CU11331 , J P1D2540 " Nm IAU DIST COUNIY IIOUTt TOT NIOJ(Cf 11 ORA n P\NISM. Do\TI PACIFICIOUINIINEIMll,Nl 3002 DOWAVf.. lT1!. 114 TUSTIN CA. l2l80 (114) JID.2122 SHUT 'IOTM. MO. IHU1I POOR DUALITY ORIGINAL _. NDTU: 1) EllVAllONI IIAIID OH PlllD 1U11WY ff VAN Del.LNG AUOCIATU, INC. ., IENCH UAIICABOtffU Of A .... NOlffltlAIT M.0NG THI IIONITACANYON AOAD, FROM THI! INT£ASECT10H OI' COYOTE CANYON ROAD; 1CIORET IOUnfWEff OI' ntl CEN1EI OF A IEU.fflTEM TILUHOHl 00UPMN lilANtO..B ·COVEi\ 71 FEET IIOUlltEAIT Of 1lil CEHtUlJHa Of IIOtllTA. CANYON AOAD,lfttrtte>llfflEAITOI' Al'OWEftfOlJ! NUMBER 11114101!. IN THI! 10f' Of~ OONCRl!TE POST, U Of A FOOT NICN!. THI! GIIOUHOABOtff lEVB. wmt 1HI! CENTER OF IIONITA CANY'OH ftOAD, v.ffNEIIED ff A IT'lB. POil, 1 fOOTNORfflEAIT. IIIL !UV.100.113 • m. m~.!'a •tiff NOCIIMlltllt DlllltGMO Plllfl'I NMNII INllDM'tlSIOMDo\JD- • • I I I I I i I I 11i11 hll. i !ti I af I I ·I q PLAN VIEW 1CA&.1:rol0' .. O.G. 11 LO.L 4-11-9' PROFI.E VIEW ITA'flONNO CCII. IIOUTIE 13) ......... iii • SH~411B@ .. . 1HMIO O.Q. 11 LO.l. ~ .......... CH[QCD • A.~ - .. SH-~119A 815 ' .. ' ' SH-41~0® SH-4119 H C/L ROUTE73 O.G. 11 LO.L .. 1215+00 ~ IJIAMll'QrrATICN -~-rm~ Al/l!NCtn ------ ·----· POOR O UAL I TY ORIGINAL PUHi Jll/i'-t.T[ ~ PACIFICICUltom 1002 DOWAVI.. ITl. 1UITIN CA. t2NO (714) nN1D ITA. 1211•00; IS' LJ Of IIOUTIE 73 C/L N01H: 1) ELIVAT10NI IAIB>ON ,_., 1U11WY aYVNf DeJ.AHD AISOCIATU, INC. . . I) BENCH MAN<All6c.lro.a 01' A .... N0ffflt!AIT AL0HG 1HI IIOHITACNMIN ll0AD, FROU1HI 1NJER1EC110H 01' C0YOT1! CANY0N ROAD; 1CIO Fm IOUTHWUT 01' 1H1 CEH1EI Of' A IIEU. ffltal l'ELUH0NI OOfl#'Nlr aw.tt0Ci ·COVER, 71 FUT IOUJHEAIT 01' THI cenERlJNI! 01' IONITA CANYON IICW>, lfUl'NORntEAITOf APOWEftl'OUI • NUMBER 11114a11E, It 1H1 TOI' Ol'J. 00NCRETE POIT, D.101' A FOOT A80III! lHE GROUND Al0UT LEV&. wmt 1H1 CEHJEI OF IONITACANYON 110AD, WfTNEIIB> av AIJDI. l'OIT, 1 FOOT NOR~. IIM. ID.IY. IOO.f13 O.G. 11 LO.L 4-11-14 RETAINING WALL R1211 LOG OF TEST BORINGS 60- 50- 40- DATUM ELEV ]5- 5 45' Elbow I Top of Barrier rTop of Coping/ _L~.2!..!2LL-----------_:::..- ----- [_ Finished erode at Face of Woll --- --- - -=====::! \..~..:..-¥C¥.. ---.. ----- n76+oo 6 ELEVATION Scale: Horlz 1"• 20' Vert 1 •• -5' a• Perforated PVC Backdroln CTypl (See Note I I +52,00 Rte 73 Drainage Inlet GD-I with Two Type 24 Grates 92' S-2, 0'1 - ·-·--..... __ r OG at LOL c::~ .. ;;~;i:.,-··----.. . ... ,,, 0 ... . ., ... -. 1178+00 ... ---............. ___ .... _ ROUTE 73 I ~ .. CALlBANS STANDARD PLANS DATED JULY 1992 A-85 -Chain Link Fence (Type CL-51 Bll-•47-Poet Pocket Bll-53-Concrete Barrier CType 25AI DBlC -Termlnol Riser D9JIB -Riser Safety Cage Detol I czs-stondord Pion Sheet NU'lt>er ~Detoll Nunt>er 92' Rt EP 1179+00 H l] OISllMD CM. lllCNllt AH DELL AND ASSOCIATES, ITIOI CARTWRIGHT ROAD IRVINE, CALIFORNIA 12114 POOR DUALITY ORIGINAL -5' 8' Lt ES -i--;;;...;---...;..;...f Poet Pocket -.-----t Concrete Borr I er (Type 25AI Top of c~1no1 I Top of Wal I I I MSE Woll Precost Concrete Face Panels 2 FGI var-_ All' U-2ci Lt EP TYPICAL SECTION No Scale Rte n Description Wall No Rt I 78M CY LF SF Ponel Area IMSE Wal 11 15ll Structlre Excavation IRet Wall I 1 .5 0 8 Non-Perforated ----:----:-~--=-':---"'-----;..=;;;;.;;:;.;:;;.;...~=-r---:;:==-===A====--===~ll===-===t=-===R=WL=-=Ol=~=-,:==~-*==--===:1111::::==-====-==__;~P:.. . . : V : . . . : C : . . . . . : : C . . : . . I e-=-::anout PI pe Structlre Backflll CRet Wall I 82-4 Minor Concrete IC,,,..lnol 83.5 N 0 . ... Minor Concrete Cleve I Ina Pad I Chain Link Fence Concrete Barrier CTvne 25AI INDEX TO RETAINING WALL PLANS 4.9 26] 26] R-24 rAN[L SPACIHO .. ... ci ,n d SOILRtlH£0RttMtNL NOJtS; I. Mnh Lenglh• Shown Above M .. h lenglh Une. 2. tleavr llorhonlol 1.lnH Separale lon .. 01 Dlllerenl Muh TypH. 3. lteavr Verllcal Line■ Separate Zonu 01 Dlllerenl MHh lenglh, / De■lgn llelghl■. 4. MHh frpn Shown Below Mnh Lenglh Lin•. (SH STAHDARD DETAIL SIIEET for Muh l<•r> S. The Humber Preceding Th• Muh Type lndlcalH fh• Ho. 01 layer■ Of Thal lyp, Req'd. I. Min. Lenglh r or lop layer or Mesh = I Ii n. 7. Trp• "D2" Panel■ Require 2 lorer■ 01 Soll Relnlorcemenl 0 0 c:i 0 t "' .... ::: .. -◄ .: Iii ,n 2 d ., .... -& 0 0 .,; C'I -I· ... .... -a, .... ◄.: Iii ,n 2 d ., .... & Finish r,rade Fiona' frtce --- G£N[RALNOTtS1 I. [levallon■ Shown Aban Wall Ar, To Top Of ca,1-ln-Plac, Coping. 2. Clevallon■ Shown Below Wall Ar• To Top 01 Caal-In-Place levellng Pad. 3. Panel■ llav, rraclured rln rlnl•h. 4. Adlu■I Locallon 01 Drainage Slruclurn And LumlnalrH To { 01 Panel Joint■• (SH Drainage lnl•I Delall Sh••I ror Delall ■) S. SH The SJlllC General Speclal Pravl■lan, rar Carlh Relalnlng Slru1:l11rn ror Mulerlul And Conalrucllon Speclllcallon■. 0 0 0 -0 c:i ~ I .,; ,n 0 .... -I· ... C, ♦ "' ~'.1"' ... .... g .... ::: ... 'Z -~ ... -_.en ,._ _,., "' rl:g ., ◄ .! ~ !z ... , "' . " .! Iii ,n ..... ,!:jt t-Iii ,n ... ,n 2 d Z:1 .... 2 d hlQ!lii: :: cl ., C, 2 'Z ., ~ tl"'i-i-t ◄ • .... -& II\ II\ 0 Iii~ & ---2 - T olal lenglh___M!!!JII RWLOL 0 0 0 0 c:i ,..: 0 i+ t r:: .!lr;: c-_.,. 0 o- ◄ ... -◄ Iii"' ~ Iii 2 .J 0 ~ 2 ., ... ., .... \-.~ -& --"' = 263.00' 0 0 0 0 ,ti c:i N ,n t -I r:: r:: --o --.... ,n ..... " rl ~ ,n .... ,n II\ 2 d 2 cl ., ., .... ~ -& & I llalum [lev. 25.00 '• ~,'.ad:.__, o_,.oo· = ,o.oo·---.. 1----------------~Q o s.oo· = IOQ:o=--o;;;..~_ 1 ____________ ~·-~1 ... -----=-9_0:-;;;s.oo· = .cs.oo· 0 0 0 0 ,ti .... t ci 0 t r:: ., .... ----o .... CII • ...i ~ ,n ◄:;I Iii 2 d co 2 d co .... .... -"' & I. 78 7 0 S.00' :: lS.00' ROUI[ S Al'PflOVAI. DA 1( ---·post .. u IOIAI. f'ttOJ(Cf ..JfUACIAS "" w ,_ ... -~--,--c-,w.~• RUAHD UlllH" WALLS ,...,_ f•t •- POOR DUALITY ORIGINAL 0 0 0 0 ,ti ,..: N .... .. .. ., ., .... .... ::: ., -.... ll 0 ◄ .-i -i ,.j ... Iii ,n Iii ,n ,n 2 d co J d d ~ .... & & ..filL 04 _M_ I YD4R 22_ 3.00' ~ _fil_ 8 _J,L • '!J gJi ..... ...1Q.... on-,._ Ji.., __ 2_5_ I ... •-••· ........ l.00'-::~ :: 25.0Q' ◄ liilii: ii 2 • JI: G N .... ~ _M!!Q!L:!f _________________________________________________ !l ... =....a1_.1 ___ .s __ • _____________________________ --,---------------~ MCSH lfHGTII Mtsl(JYPC ,._ ·---... 111, ... S UIIANIIIIIS J. &. tuwn H. HA6AF£LLI -----·---------•----., J. S. 1lt1AHT ocoa ·-----····-H HAGAF£LLI •·---···-•-·· ------.. H .... IOAO rACIOR lllSIUI lAllalf -- V'IUU- Ulll:lOAlllNG: I( 4WII tWII XO.SXI 6.0')-(SEE HOTE 7) 0-2(4WI I tWI I X0.5) R1178M_ELEV A TION lfllONT PACI 8HOWNI SCAIC:1°•111" .. .. ~ TRANSPORTATION ::--------ll-::m:=m:-:,::=------t•....,_ -~t:C41~2'}~CORRIOOR AGENCIES 11S10·•44 AHll Al.ffRtt,.1111( AHll !'CRIMI ()[SIGH LOIIO OIONAI. SCA& l IN 1t1Clll:S fDR lllllUC[D Pl.ANS PANEL "t( MAXIMUM BCARIHG PRESSURE 1.s· IO~Op■I. 10.0' 1500 pal. 'V-t"I c-o WI¥- TIIESE ORAWIHGS ARE C[RTlf'IED WITH RE~ lO IHTCRtlAL STABILITY or RClAIN[O CAR. STRUCTURES OHLY. RETAINING WALL R1178M R-25 -e!!IU!I..L 143 CIJ 12JJ2 PISRCCAHI> l'tflHIS ll(ARIHG WALL ELEVATION 0 I • 2 J [A 102!>40 [ARl1£R lt[IIISHIH DA1£5 _.,. --------------------~--.-.. -.. -.. -.:;-----------------------------------------------....;;---...;;._----=-----=:.,_-•-::.:.:.._...:;=.:.=.--------'--=-----:...:...---' ------ ____ , -... ROUTE 73 { RVUll VARIES 1.--------...:..,,L---------, S CotfCRET[ BARRIER T'tf'E 25A :c ~ 'o _1 i.l PRECAST :c COHCRErE ~ PANELS ~ RVilOL CLEAHWT PIPE ~ f!NISIIED TERMINAL ruCftAD: __ _ 0.1 "II" BUT tfOT ----£LEV.• LESS THAN 2•-0• TOIP e'I &"•12" UHRElttfORCfD CotfCRElE LEVELING P/.D LIMITS Of BARRIER SLAB 5'-9" s , \ I l--2_• __ ,:::L•:;;__:Ll::::E:.i...:L::EH..,_G"::'TH~:----r-""1 ~::_~.\_SEE DETAIL A (SEE WALL ELEVATlotf) TYPICAL SECTION SCAtc:1"•10' SELECT BACl<rll.L MA T[f'IAL NTH AH EXPANSlotf INDEX (E.I.) LESS TIIAH 50 (LOW EXPAHSUlN POTENTIAL) AS bETEIU.IIHED BY ASTl.t D4829 (SEE SPECIAL PRO'f1SIONS rOII WALL Rll78M) R!IO MAT£RIAL I' CRAVEL MAllllX ct.ASS I TYPE B CALTRAHS H-1.025 T[R f ABRIC COHfOIILIIHO S.HTC GENERAL SPECIAL RO'w1SIOHS SECT, 10-1.!'>2 RUEABLE I.IA TERIAL (BLAHl<ET) BACl<CUT UHLESS E SPEClrlED EER I.IS£ STRUCTURAL BACl<f"LL MA T[RIAL CONFORMING TO s.-nc GENERAL SPECIAL PRO'f1SIOHS, SECTION 10 -1,24A -EARrH RETAINING STRUCTURES: EARTHWORK 11r:11Gt " U. tUWU :: K~U ~ TRANSPORTATION 1.:Pl:.:'=-..s=---1-::"::--_::J.:.::&.:.;.lUWU::;.:_:.:.;,.__t:.Nii _ _..-tl_~_~-l'~CORRIOOR 1'CEHC1ES CJJH111•• "' • I J ··-·------~ -·--· 11•, HOH-PERfOIIAT[D PYC CLEAHOUT PIPE a•, HOtf-PERfORAT£D PVC OUTLET PIPE (CALIRAHS 1111-1.023) CU 12332 - EA 102540' 14.3 COf(RAL HOJIS; Pl.ANS APPflOYA&. DA 11: a!A•UACIAS •nw •w.ir•--'-"'w.. RClAIH[O UIITH9 WAllS ,.,._ 1• •-- POOR DUALITY ORIGINAL SOIL PARAMETERS: CASE I IN1ERNAL DESIGN -• • 34•, II• 120 Per EXlERNAl DESIGN -• (BACl<fl.L) • 34", II • 120 Per • (fOUNDAJfOH) • ~- PRECAST CONCRETE PANELS: (c • 4 000 PSI (CONCRET[ COMPRESSIVE STREHGlH AT 28 DAY'S) (y • 90,000 PSI (YIELD STRENG1H Of REINfORC(UEHT) SOIL REINfORCEUENT: MlDED WIRE MESH -ly • 85,000 PSI (YIELD STREHC1H) CORROSION RA TE -1.1 MILS/YEAR REINfORCED COHCRETE: (y • l,2!10 PSI (CONCRETE COMPRESSIVE STRENOlH AT 211 DAY'S) ly • 80,000 PSI (YIELD Sl'R£NGTH Of REINfORCEUENl) USE • LIECHANICALL Y STABILIZED EMBANKMENT DETAIL A T!i£S[ DRAWINGS AR[ C[flTIFl[D WITH IICSPECT 10 INTERNAL STABILITY Of IICTAINCO URflt STRUCTURES oi,u•. RETAINING WALL R1178M R-26 SECTIONS AND DETAILS ----------------------------········-----·· CIIAIH LINK f[HC[ (A -J5) "1111 POS.f POCKET CONCRE lE BARRIER s 1Yf'E 25A MOOfflEO ~ I ..,. . ~l b ,~ o 1 1/2"_n_::_ :-_ " C.45· -:,.. ~ I ~ ~ .. r I[ •• :I I I -G-1: ,_.,I e· I ·-t I I fllAClllREO FIN SllRf ACE ---1 I I RWI.OI. --~ I I.IMITS Of BARRIER SI.AO 5' -11· 15 0 15" (4 SP. 0 7 1/r EA. SIDE • •~ Of [l(P. JfS. le AT [HllS) Og• 1• EXl'AHOEI) Pot. YS I YRE H[ 4' WIOE PAV[M[HJ HllNt ORCltlG f Al:IHIC ----·--------· --------Ii,---- 2·-0• .1 -----·-------· 5" MIN, J 15:11; LI X. JOP LAYER SOIi. REINHIRC[MfHl 1 MIN. 1.rnc111 -16·-o· '-·STRUCTURAi. BACl<fl.l J/4-~Jcl··-·· • _J 6" (HOMIHAI. PANfL) CIIAIH LINK FENCE (A-J5) WITII POST POCKET CONCRETE BARRIER Q TYPE 25A MOOlflEOQ . ., I °N RWUll. ll[Q Pl.ANS APPIIOVAL DAT[ JFA•MACIAS .,, .. • .,., ·--·-----~(Mcnlit RllAlll:D EARIH" WlllS ,...,._ l•I ... POOR OUALITY LIMITS Of BARRIER SLAB 5'-9" ORIGINAL l'-9· I 15 0 15" (4 SP. 0 7 1/2" EA. SIDE •,\ Of EXP. JfS. le AT END!i) O\• 4• WIDE PA\'EMEHT REINFORCING f ABRIC 5" MIH. T 15" M X. TOP LAYER SOIi. R[INFORCEMENT 1 MIN. IENGTII -16·-o· '-STRUCTURAL BACKFILL J/4_jrl-:-::r 6" (NOMINAL PANEL) NOTE: PRD"1DE IIAUNCH O LOCATIONS Wll[RE Wll[RE PANEL IS NOT [MBt:OllEO A MINIMUM Of J" INTO ntE 18" MOMENT SLAB G-...... CAST N PUCE BAffl:R UAXWU PNfl. aenENT V SCAI(: l/4" • I" ~ CAST N PLACE BAfff:I!~ POO. B&DLEtfT_ V SCAI.(: l/4 • I ll(SIQI ______ ........ , llUAIIS --lllANftll(S _ .... ............................ -..................... .. ·n tfQJE.S;. NOT ALL TRAfflC BARRIER REINFORCEMENT ,SIIOYltl. PR0"1DE 1/2" EXPANSION JOIHT 1H BARRIER/BARRIER SLAB AT 90' MIN. TO IJS' MAX. SPACING. J. &. TIJ1AHT acoa It Hl6Altill ,., .. .. ----/~ TRANSPORTATION P.::---J_. &_. l_lt1AH1 __ _,.:";;;:-:--tt_HA{aAFf___;...:..;.L:.;.l_l -1-,LA.....::~~~Q.CORRIDOR AGENCIES ORIQNAl SCAI £ 11 INCICS r011 ll(DUC(D PONS 0 2 cu 12JJ2 EA 102540 !L ~-8'311 -~!..!!!.L. 143 THESE DRAWINGS AR[ C[RTIFIED WITH RCSl'CCJ TO IHTERHAL STABILITY Of RCTAINED CAR' STRUCJURES OHU. ~ RETAINING WALL R1178M R~ TOP OF WALL DETAILS DIS11£0AAD PII .. TS ll(ARING [ARll(R 11£\IISION DA US - Slmulo1d lype -- 74 ·-12 1,,1111 G,oh,(a) (f.ull,nn~ Sid O--l7A) e -F· f_b--:-1~ , _____ .., ... ~.:. ·-------.. ,1_ I lj; lloc,~1119e 1111111 -c ------..... Cu 11 er Flow _1, I e _, s·-o· PAN£L I Wel<leJ Wire Mesh .. TRANSVERSE BUX IIIMlNSION 01ldqe 011lwe11n Punels Wilh 4-J >< J X 1/4 -l'-6" 1.G. (SH 0111011 I lhls Sheel) TYPE DIUCNSIOH GI.Cl 2'-0.- G2,C4 2'-11 3/i' MIN. • co=T -l-=io 172~-- GD-2 ~" uAx. \I. Ult Id'. f5 0 7 4•-0· LIIN. :al .I I~ 0 12" TOTAL 4 .-, r-o· l6 • 10' -o• IOTAI. 4 cm. ON ORAIN INIET POSI IA S PlANS .lPPIIOYAt. DA 'It ...a-._.ACIAS •11w•- ... -~·,.., _. .... ~ c..Mw• RllAIHCD UR1H• WW.S W.-Ital) --- IHI.ET GRATE OPENING MIN. POOR DUALITY ORl61NAL LIJ'!,' HOOK ,4. 12·u :i" MIN. (SEE ROAOWAY Pt.ANS) NOi[: Reier lo r.enerol Pion Ornwin9s f 01 flush, lle,11111 e111anls. NOi[: Adjust Locollon ____ _. / I ~,llonol --- C:onsltm:11••1 ,h,inl ,- PLAN ~ Ornl11m111 '"'"'' A s•l---=--u_._e.L=l:::t=l~I •6"·· - -· H,■rler Support -1 Slnh Reinlu, ceinenl A • 6"-W11£N ll.aa8'-1· OR MOH[ (M110•111ed horn lop Of C;1,1la lo lnlal) SECTION e-e lll">IGN -----.................. -11(1 .... 5 _,.,.. ----QIIANIIDIS . . . . •• J. S. t ~t .. J.S.t~T .. 01 0.1. lo Panel Join! Drainage Inlet SECTION_A·A • Ir" WI 1£N 11:.8' -I" OR MORE (Me11•11ra1I rrorn 1011 01 G1ol• lo lnlel) MllMElil,.SL!D • Fn.L OETW£CN Cl EYIS LOOP • lMUEUS AND D.I. Yt1111 ~~=-::,:_:::zt==:f=-=-=-~~=-!:_, E><l'ANOEO POI.YSlYRCNE /II' .- RISER SAFJY CAGC ____,,,,,-_.,._ __ -+-+--+----t- (Cc•1roo1 Sid. 0-938) ELEV. (REFER TO TADlE) 2-14 80111 WAYS TOTAL 4 NOi[: l.ower Pot lion Of Drainage Inlet 18" AP I I ,_: -I I I I • • _r-4-l X J X 1/4 -l'-6" I.C:. / Wilh 2-1/2" E•ponslon Anchors. rlelrt Ill ill. All [lemenl■ lo l:le Colvonlzet.l { 1.oop Embed [lttvollon L __ DETAIL 1 N.I.S. OICIO r-t t1ACs.4RELLI ··-r-t~I _/~TRANSPORTATION ----CORRIDOR AGENCIES <IIIIJN.11. SCA&( N INCIICS FUii RIIIUCtD PUNS • I •. J llo• (Oldow flpllonnl Conslr11cllnn Jui11I) Mny l:la I•1ecosl (Ve,tlcal ll.,N,lo1,ce111e11I In lolend 1· -o· Min. II w .. 1iIet.1 Ur IAer:honlcol st•llces Ara llsed) Ollu:1wlse Use I.up Spllr.e l.11119lh. 24" AP I I --------------------~ I I I I I I I I I I NOT[: Reier To General Pion Orowln91 ror Drain Tw•- (Verllcol Or T1on1vene) ..__ __ CONCRETE CC..LAR AND ENCASEMENT 'L.------~-----------------~ a!!LJ!!Ut• TCA COIIRIOOR!-:.~U...,AN....,..,Ar:E""i"'" cu 12.l'J2 E:A 1025-40 AL SECTION C·C OF GE INLET BEHIND WA TIIESE ORAWIHOS ARE CCRTlflED WITII RCSP[Cl 10 IHTERHAL STABILITY or RCTAINCO [ARTII STRUCTURES OHLY. RETAINING WALL R1178M R-28 MSE MOMENT SLAB DRAINAGE INLET DETAILS t Allgnm•nl l'ln, ,. "' "' t!!~1~'!L lnHrl• ·" ... - ii ..... - f/2".Z 1/Z"d"- Pon•/ Pad loop Cmb•d1 (fyp.) I I -----------------------------------------------•-----------· POOR DUALITY ~II ~ II -"' I II __:__t_ '" -I _L 454 -I 454 I -II II A II II II/' 2 .. r, Location• VarlH II II - -· ... • Traclur•d fin Fae• ◄ -f 4 llorl1onlol R•bar . fyp.) -,, V•rllcal R•bar {fyp.) Loop Cmb•d• ............ ~ - ORIGINAL ROUll tOIAl rtlCM:CI .ncv, LOOP EMBED DETAIL Cl•clrlca~ RHlllanc• W•ld J/IJ" Radlu1 -_---->,_,_._r_.-------... ~----_-_-._,11r:._-:._-:._-_-_-_-..,-.--_-_-_-_.-, 'C Z',011 ,~ I Lonr,lludlnol Wlr• ~ wr,. R( PUNS APPROVAL DAI[ WIRE MESH LOOP DETAIL ..a •uACIAS 11n w •-.... _, ,.._ c.,.w. c.-.. -·-·---· RCTAINED EARIH" WAI.LS ,...,_ l•I ... Radlu1 R•lnforcfnr, Wlr• MHh hn'1lh • "l" I . ----.tf1'-----f7 lf!V---...,... 1 . _c...._w_....., 1 , -t/1 , I cw c7 I Cron W/r • Loop•d Cnd Of Wire MH h7 II ~'/ , ... ,• • • .. • I Slralgh/ Cnd Of Conneolor Bar w-. • • : • ro ,. Benl Aller Wlr• &fHh ,· • •· , --' 1 lnlfaffed In fhe field ~~ Lonr,lludlnal Wlr•~ 'lo lit: _, 'lo 'lo ;\ 454 ~ t ~ ~ .. ~ loop Cmkdt-. : . . .. .. • ,. ,. . • ! i-----Conneclor Bar Wit.I Wire 0.50"' ti L=14" for 4 £mbed1 laJO" for 5 £mbed1 l:J6" for II £mbed1 .. .. ... !! on _ _ _ -=~I -__ .L __ : 3 ~ ~~-•1:.L_J._,~~--l--El.JX!rL Jl.r.f~~C o, Hori,. l/4" -ci ··RWLOL Bar, (fYP.) (fYP.) (JYP.) (JYP.) R•bar ,· -Tapered I A Hal• (Jyp.) - Back foe• Vl•w ,z• Wld• flll•r Fa bric C•nl•r On Pan•I Joint, Banded To Boele Foe• Of Pan•I• --'---1 SECTK>N A-A HOfC : Minimum Pan•/ Conn•clor, /1 4 Loop Cmb•d• P•r Row .. Tl•• Humb•r Of loop Cmb•d• P•r Row May lncr•oH A, R•qulr•d By fh• DHlr,n Condlllon., Th•H Pan•I• WIii Be DHlr,nal•d By Th• Humb•r 01 Loop Cmb•d• P•r Row PrecHdlnr, Th• l'an•I (yp•. SA • • •• • Allr,n Pan•I Wllh lndl,:alH 5 loop _/ "--Pon•/ fyp• (mb•d• P•r Row Pan•/ B•low B•arlng #'ad. ..... -•=J-> L ____ ±r-Hall Sl•p (15") • ·------l __ J_-I/all Sl•p (15") • ! .·~ ••• •• • . ,~ .. ~=== ••.•. . .. Relnforclnr, Win &fHh lonr,/ludlnol Wlru Spnced Al ,. 0/C , .• , ••• ' ! f'l.AHVEW fEtFalCN) t.E9i CCffl:C110N OETAL .SolL.R1lnlon.om1nl _K1v Mesh Twes Are llesl1J11uled llelow M11sh l.englh l.lne. llenvy lloilzonlnl l.im:s On Wull f.l1:1v. Sepnrnle Zones Of D1/fernnl Mesh rwes. (S11e Heinlorcing M11sh 011loH ror Mesh l'we Oeluils). l..uomof,;. 1 ·· 1~~1"'"'""' ....... , ~ ~~Ain::.:11110• (l lAYIRS) _1!4t:~ILbU1~H~ L= I 2. MESH TYPE (2) ~•111w1111 o· (2) 4WII IWIIXI D" Contact VSI. Corp. for l)uesllons Concerning Plucement 01 Soll Rei11forc11111t:nl. l/8" X 45" . J/8" Of Pan•I [ Fronl Fae• WIRC UCSH 0£S/GHATIOH SWI I + WI I " 1.0 Ho. Of Lon'1lludlnal Wlru ~~ lj Siu Of Lonr,lludlnal WlrH (LS)~ Siu Of Crou Wlr•• (CS) Spacing (fl.) Of Cran Wlr•• (CW) HOT£: FOR CXAUPLC ABOVC, CQUIVAlfNT WIRC UCSH DCSIGHA TIOH = 6 X I Z -WI I I SHCCT WIDTH X Wll-14" X •t• (LW) (CW) (lS) (CS) l SIICCf LCHGTH REINFORCING MESH DETAIL Fronl Face f: ,· Of Pan•/ 1- J/IJ" x'~~~-)-~J = : . Chamf•r I I z J ,· --1-1-J/ 4 I J/IJ"-1--f 1 1 l-- J/4" • z J/4" " , , ,;z· lllgh Den,1/y Poly•lhyl•n• ASTM 2240 B•arlng Pad1 Two P•r llorlronlal Jalnl 9/f6"_1 L 9/16" HOrf!.J... I. Pan•/ R•lnforc•m•nl Bar, Sholl B• O.form•d Blllef-SIHI Bar, for Concr•I• R•lnforcem•nf Conforming Jo Th• Sp•elflcallon• Of ASfM Onlr,no/lon A61.5. Grad• 60, lncludlnr, Supplemenlo,y R•qulr•m•nl SI Or Low Alloy Slul D•form•d Bar, Canformlnr, fo fh• Speclt/col/on, Of AS,M On/r,nol/on A706. 2. WI I And WZO SIHI Wlr• Shall Conform To fh• ASTM Dnlr,nallon AIJZ. The Welded Wlr• Uaf, Loop Cmhd, And Mnh loop Shall B• W•ld•d ·In Accordance Wllh AS(M Onlr,no//on A 185. J. Allr,nm•nf Pin• Shall B• J/ 4•, Rigid PVC. --__ , 1· • I z· Unr•lnlo~~-" -' l Coner•I• l•~•llnr, Pod ·=1-;.,-,,-s-,-.,-·-,:-. )-- C~o:::.~--I=-_ 9,. 4. R•lnforclng MHh, loop Cmb•d• Conn•clor Bar,, And Allgnm•nl Pin• Shall B• Galvanl,ed In Aocordonce Wllh ASUl 0Hlf1nal/on A I 2 J. 1• Mn 6" Moc J" Min 6" Moc Pan•I -·-· ·--Spoclnr, J" Min 6" Moc J" Min 6" &la• ,--.;~; Pan•/ ----··--Spoc/nr, FILTER FABRIC DETAIL AND PANEL PLACEMENT ·-···-. -· ···•·---·-· ·•··----.. ···--· .. ·-... •··-• ---·--•··•--···-·••·•· Boele foe• Vl•w lllSl<lN ·----............... DUALS ----·---~---------.... QIIANnll(S .. J. &. llt'Wff .. J.&. tuwn •• 9/16"~ =-- 1/Z" 1t Z f/Z" • 6" Wold•d P/01//c Pan•I Pad, 2 J/ 4• On• Al Mldpolnl Of Coch 1 Pan•I. Allach Wllh g ,,16• :m= Conlacl C•m•nl Or U•• ,1 GoMn/Hd Concref• Halli ---- J/ 4" µ~ YEE\TICAL PA~EL JO!NJ DETA!b 00 .... tl HAuAAELLI --tl 11A6Afi£1.LI ~TRANSPORTATION --CORRIDOR AGENCIES HORIZONTAL PANEL JOINT DETAIL 5. Coner•I• Pan•I• To Ha,;e 16 Doy Compreu/.,,• Slrenr,lh of 4000 f'SI. lltCSC DRAWINGS AR[ C(RTlflCO Wllll RC~ lO IHlCRHAL STAB1Ul1' or RClAIH[O [AR SlRUCTURCS OHLl'. ____ !!_._ ~-8'311 ..mL"!L 143 RETAINING WALL R1178M STANDARD DETAIL SHEET CU 12J.°52 ~~ IS -Ill A ~t'k':ts1110u 0 a J ••r'" .. ,, •• ""''''• .. •••••·J.o,,i• .. •c-llltltlttttttttltll Pl....cCAHII l'RIH -ARING --r-·-r-]- --------------------------------------''---------':....---....:...-~~~~0 2~5~4-0--------'•-'-ARl_~_R_M_IIISKlN __ o_A_K_S __ -_J __ , ___ J--' }~ ~·· 59 1/4" 1..--------------- l-c~ ARCHITECTURAL PANEL DETAI~ • (Fl~ONT FACE SHOWN} St:All: l"•l'-0" .. , 1/H"rr-____ JO [(L_~-'-!_1_1/2" • 57_" ___ __, 1 r, .. 1 I/ft" I I .... ! ~-L!/.[__Q,C.TI -fRACTIIR[O fAC[ ! ',;,·~1 ii I ~I:, ~-. • .• ~I __ ~~}_____ . SECTION A-A SCAii:: l"•l'-0; -- .,. "' & JL4" R"'1.01.· 1i·-j ~=-r-J/4- . t <( It'. 4 Cl •• ~ ~ • j -FRACTURED fAC[ • ':.t • :::-- OI "' • ~ ' • . t <( It'. • 0 ' ... ,_ -&-'{ ' SECTION 8-8 SCAI.C: 1•.1•-0• • 14• :!L •• "";\11 JOINI JOINT DETAIL _ SCALE: 1/2"•1'-0" •SI COUHIY ROUI[ OSI UIICS t2 Pt.ANS APf'IIOYAI. DAil aiA•uACIAS .,, w - ... ·---~c:..• REIAIIIO UlltH• WAl.LS i.,._ 1*1 ... POOR DUALITY ORIGINAL TtlCSC DRAWINGS ARC CCRTlfl[O WITH RtsP[CT TO IHTCRHAL SlABIUTY Of RCIAIHCD CARfll ··/ ~----.:_-----------.----,-,-llSl-<lN-rn .. --:-J.-=-s.=:,LHNf~t-f'ii.oaic:iao;--'";jH.KtWsAAE~tiill-:-1 ,--------r---J·~---Tiuml!~ig;--8::J!l;L· .r---;R~E:-:T:;:-A::;-;-;:IN-;-;l~N;;G~W:-:::A7L7L-;R~1;-:;1:--:=7;;:5~M-;--;;R---;30;;1 ----•~ .. ,,....----:-:------H. tW.AREW ~TRANSPORTATION ;,::,:, -=-.. -_;...J._&._tl_HNf__;_T_-1; .. i.: _ _....--. ---.-~-~----·CORRIDOR AGENCIES ~T"c~~;iiAiiACff'" -~~;'' PANEL Fl NI SH DETAIL S1RUCTURCS OHLY. ...... _ ....... ,, ------•·····-··•---· -... r----------,-----------------,-----------;...----------------.----···-------------------------,..---------r~·::::~ic~:/-L~~ .. /J-,-,,?'--;;_r-/.J,_IIOU_J-,c-.-:-·;=':'1_:;;:;·~---l,~S:,ls'I[ ....... : ..... r:1 _ TYr~-.-flA .. _ . lYPE-40 lYPE-4B2 ..... "" ..... SI/OWN fRO&t t1ACK fACC SI s·•CK r AIIGNMENr PINI /OWN fROU " ,ACC SHOWN fROU BACKFACC =11,=-=a~i~R,,Lc~·lJlb<L,~1"~;_·~·;~11'='.,.~=== ~ ~~ r 59 ;t;-·-PA-Ni-,--1 59 1/4" I .AI.IGNM£NT PIN" 59 1/4" I 3 !'~:..,IMl!al • r---I OF f>ANCL I I OF PANCLPl =.,-,,..,,,He--$ -APPA--,..,.0-,-VA..,.L ___ D_A_T[~--e, ,. ~ .....,.-~ = ==r.1=--, 2 ,/2· c,R. __ 1 I I nu .,,. Cr.IL ~ •1 ., .... ...I 1--L:.-II '{7 'P ] MACIAS '°" N ·-~'i' 0( tll«',•~IIP".) ·','' •,: ·.,· ~ -• :.::.:..1. ---l-.:! 'Pf r/.fBAR '--11 1 1 J. rr~ ~ --q--r---qr === 2 1/2" CLR. • -• ,.._ ......_ c.w.• t5IIII -~ ~-•~--, • 454 _ ~ 'tj , 5 • 11 l I ...1,i-;~'-ie,=c.. RCtAIII0 ORtH" WAllS ,,..._ C•I •--:~ , • • I 1---111---1~ .,OR RfBAR -1 • ~ • •---ii" :t---,_ • • j i 4--;;-- - • ~ ~~ -, • - " .. ~ " "~ I - - 1-.!.:-YP.) --~-~oil ·~---, -1--1--114-~M-1,.,~~-°' -.1ill--1~ __ '° Poo R a UAL, r y YI') ., ,;i ..I 2 ,a::,_~LR_; l'f • " ... I 6" ... "-0 R 16 IN A L I -.2!.,_ - - i-g ~ YP,) 454 -, ~rl.fDAR ~ -I~· 454 ~ -• • 'I ~ : :, : : :,, ';J, -, • 71 -~---------,-~-u-1:.~ vi -1 .. __ •5• .. _ .. _.. .. -~ '" ... • .. u ""' 11'1 -1-j . a • ,. ' :t ~ ~ 454~ ~-ti 6" 5 vrRnCAI. R£8AR 6" .., ~ • • • II II ---• --. II IO ?; rt: ., 4 [QUAL SPAC.CS V .~ ~ I 454 • ~: '-k~I I "-;._ ;A ~ fi ,••-·-•---•--• -N I j o-• o·~ •o ft . n_ ~ ~~ 6" ~ V£RnCAL R[RARr 3 ~ '-' ti I I 1 J 2i Ill J: ~ ·~i---.::_Cll4~[0l#Al SPACCS V ~ ~ ~ 11.:J.. S V£R11CAL RCIUH 6~ ~@ ~ j{: 1 f!'l O 4 COIIAL SPAr.rs u .~ U Ci rt: • • ~ ~ 0, . .,, ~ V DI. llem IJescrf!//on 5 Verlicol Ror /I_Dar -54:.long ,2 ___ llorl1onlal Dar __J·I_ Bar -5.f l<Hl!l_ .!L _hopfnrheds __ --·· O.J75" rl ____ _ QI. Uern Ottscriolion 01. Item Description ~-Ved/col 811r /.f Bar -45-Lon,z __ 4 ---r,-;,;~ln/O_ur ___ __,fc...4....:;..D,01_r_-....c..s4~•-"-1.on;;,;.;.ag, __ .JL ~~f!.•..:•b,.:c".;c.""=;----1----::CO,c=Jc:,.7::;5_"..:"----1 _? ___ l_.ltlillg_!11s~rlc,; ___ ._ __ -!l_:,:Ton=-=..:::R•:.::"~•.::.• __ __, 5 ~J_k_al-"-Dor ___ ~--~f_.f_B_or __ -_24_'._Lon__,fl, _ _, .-1._ llorlzonlol Bar /4 Bar -54" Long 4 Loop fm~_b_e_d.,..s --1------'0-'-.J;c..7.-c5c..•_r1;.._ ___ 1 ..L __ I /f~fl_l_n_se_r_l ___ 1 ___ ....c..l -'Ton Bu:.cr•,•:c __ _ .-1_ ~11me11I f>in J/4"rl 12•i.-;;;9 Rln/d PVC lYPE-4E SHOWH fROU BACK (ACC 59 1/4" COF PANCL ,;; = ..--.. -5-4--.,,crrl ,--1---,, ... r-r----.. _ 2 I 111/n!l Insert I Ton 8111:;,;le:; ____ , L __ Alk]11111e11I Pin .1L_.f"rt 12" Ion!/ Ri!Jltl PVC _ ------------•·---------· -----------··---- TYPE-4D2 SIIOWN fROU BACK f ACC ~-~-------'--·--·----·-·------· ............... -... lYPE-404 -·-·---·--SHOWN fROU BACK fACC I Ft /fern Descr/pl/on Ver1;.;7,i D,11· _[~ Rar -15" l.ong__ • llori1oalol-~--I~ Bar -54" Lm9 ---,e>o;Cc'ml,eJs __ ------:=0 . .175" rl ~-•--~1,~"-'-'"'~L~~• •~~~ . lllllHM .. J. S. TLHAHT D■OO tt 11AuARfLLI Ill IA._S " J. S. TIJ1AHT ---tt~ll - '"""""'' .. D■OO ! <Rla!IAL SCAI [ II tlCll[S r1111 NCDUClD PUNS TYPE-4C2 SIIOWH (ROU 'BACK (AC£ 59 1/4" IOf PANCL _. 2 1/2" CLR. -, FOR RfDAR {TYP.) --•--~ I() ... OI. II am ()e scrip llon 5 __ V.,,lic-,,-,o-.,,---i J-4 Our -25:.~9_- .J ll01i1on_l'-al-,-B-'a;,;..r ___ 1 __ _,l._4.....;..B_ar_-_;;;.S.;...f _;;;.Lon__,9.._ _ _ 4_ ~~ Cm~!!• _______ ..;n;;;·.:J,:.;7S=-"_;;;.rl ____ , _ 2 _ 1/flin<J_lnse:,I ____ , ____ 1_r;_0t1--"B-'-11_,k..,;;e __ _ /~ TRANSPORTATION ·-CORRIDOR AGENCIES ,!Llt[.!9!J[A ICA COllllllOR UAIIACCI ~f!O..a- ~~-8Vi .WT!!ll_ 20 I I I I I I I cu 12JJ2 0 I 1 J [A 102540 - 01. llem Oescrlpllon 5 Verlicol Bar /4 Bar -63" Long ..L __ 1 __ 1or ____ i1_on-,.l,...a..,.1 ;B:;o_r-_-_----~,•:__-_-:_-_."=/~4~B~ar::_--:_...,s~•:•~_t°"on:~11.~·:-= 8 Looi> [mbeds 0.J75" rl 2 llflino lnserl I Ton B11rlce TIIESE DRAWINGS ARE CERTIFIED WITII RE! 10 IHl(HHAL STABILITY or R(lAIHCO [ARI STRUCTURES ONLY . RETAINING WALL R1178M R-31 PANEL REBAR DETAIL 1 OF 2 [)CAMPI.[: NOTFS I. All Pone/ Reinforcing Steel To Re #4 Bors Grode fiO. Unless Otherwise Nolerl. 2. All Dimensions Shown Are To front Face Uf Pnnel. Unless Otherwise Noted. J. f?einl<>rcemenl For Parlin/ Panels To Be l'1oporliur1nl To f"ltll Panels. 4. All l?ei11forcing /Jors Are To Be 1 1/2" Minimum Clear To TIie Sides Of The Panel. 5. Lei/ And Righi Cul Panels Are So Named Oy The Side of lhe Panel To /-lave 11,e Vertical <:11I As Viewed front race. fi. Spaces netween Reinforcing Bars May Vary .J" J. To Avoid Loop [mbecls Or Moinlain Proper Clearances. 7. All Panels Are To Be Properly Marked On The £3ack Face As Shown. 9. Proper Care Sholl Be Token During The Pouring Of Concrete. To Cleor All /_ooped Erirls ()f TIie l.oop [mlieds Of Any fxct1~iS Cn11crele. [q11olly Spoce Tl,e Two 1 Ton Ourke l.illin9 loser Is ro Balance Cul Panels. f?einforcemenl l.obe/s Indicate Bar Size Arid t_engl/1. Ex: 454 Oesi9r10/es A #4 nar 54 lncl,es l.ong. RIGHT AND_ LEFT END CUT PANELS SHOWN r•OM aACIC f ACC TYPE 3YAL 3.20 r-_ ___J,,:__ __ l ...,-;.·---·-----· --... r.c:t .. I .. ---'-. 1._, " " It •M I I -d J L I - (rlf' I ~ .... ·---~ !. I: ~-! ... -- - -" N H .. I .... .. ----,--- ---"----. --, I I I I I I I ~ I .. I : -' Not£: ror TK>• "I." Panela, IU,j,1 Side 01 Panel Oloch•I 0111 As Vle•ed rram Buc;k t'uce . Slmllar r or The r olla•lng: JYTl◄R J.00' Parll,11 W!.llh l'unels Are Oeslqnaled Wllh An "L • Or "R" Subs,;rq,I, h1diu1lk19 Which [ml Is B1acked 0111 As Viewed r,um lhe 1'10111 F nee. lhe N11111l,e1 Uduw lhe Panel M .. k ln,llcoles lhe Whllh 01 l'onel In I ael. 1• .. 1al lleltj1ls Aoe fqunl lo Slondord l'u11al llal9hl1. Rehor •~ l'1op11rl101u~ lo run Witllh Sl<wuluul l'nncls. lhe N11111her 1'1act1,lit19 lhe l'onel MUtk hull,:.1les lhe N11111ht11 Ill C:levl11 I m11 l 111he,l11 Heq11k e,I p.., Ro•. lllSIGH .. J. S. tttwfl OCDII tt ~LLI __ /~ TRANSPORTATION ----.. .. , ... , ... --.. IJIANHll[I ___ J._S_. l_ttwfl ___ 1 ____ tt_t1J6A!eEL ___ L_I_ -4"A--~..,~-cORRIDOR AGENCIES ---!:!.'.'L~!L .. - fCA CMiiirioii _ MAHACl£11 IOCE NO. 55-e,11 -~Oll..!!I.L 10 IISf P\.AHS APPIIOVA&. OA rt POSI UUS IOIA&. Pll<I..ECJ ..... UACIAS 11,, ... _ • ......... , .... ~c..1-• RllllN[D CARtH• WAUS ,...,_ l•I 11&-,a111 POOR QUALITY ORl61NAL Jlt[S[ ORAWIHGS AR[ cnnmo WltH R£51'[Cl TO IHTCRHAL STABILITY Of' RUAIHCO EARTH SfRUCfURCS OHLY. RETAINING WALL R1178M R-32 PANEL REBAR DETAIL 2 OF f I Jlil -hll! J eJ • 1,1i I' •n nEVAlTON ELEV. 41.J ,I() GROUND SURFACE ALONG 4, ROUTE 7 l H-1208 • SILT (IA.): dorll .,.aoww, o,ano., drJ le molal, hard. IN pla1llclly alll with ■-llna-grolned ■and ' ... mlcoc_,. "ROUTE 73" ~--------------.---n----.....,__--. 11111 ,,,. • ,,,, ~ ,,,. &c-1209 @ H-1267 @ H-1208 (@R-1257 POOR DUALITY ORIGINAL PLAN SCA/.£ : ,-• ,I(}' H-1267 ELEV. 39.1 DIST 0DUNTY IICMt 12 ORA 7J PIIOfUSIOIW. D«IIUII ,. M & T AGRA, Inc. I . \ I i ,; ' ' , • .. IJ MllOIIHer -MR /Uk JQI 1'.J 1rJI' IY '.J° • · : a:M01f1!".~ 01 IIU' 11/0rfN&UT MOW: N' I;/; 11:_-._1, aMIZll -AtNU n,o,, nE" lt1Dt!Sn:IION IY .. ;. •, ~ .., ,.. cr,,o,r C4WOV Aa4Q ,s n:rr SOV1Nt"AST or ! • • '. .t nE"aNTDIUE'Of"ltNlll~A0411 ~I:•\ i I . ; : :~ \ \ '/'·. \. ,.. ~· ~· !; .~:\.~,:. -----~-----I • =--=A==~n:.,: ,, •:• GCOTtOINICAl/l,IAi.-.s -1 f1lll !CA ' • • CONTIUCT No.St0-12. 1M1 MPOlff WAS 1$SU(O rt IM1lt TtOINCJI.OOY COM'OIIAIIIIN, I ON 1W10t I, lftl, U..l,IICAA, loc., HAS UNO(IITMDI A 111""9 OI M ll(F(ll(NCDI INf'OIIMAIION -CONSU11S ff -Tt FOIi THC DnlCN OIi 11('1-WALL No.(11 R117'. HOll(V(II 1161 M:AA, i.e. DOCS lidl CUAIIAHTU THC N;OJNCr -COlll'UltNC OIi THC -. -DATA. ,' ' ~ I C-1209 '. I :• , I ,10: . I ··"I '· I i i \ I I ''! 'I 10 .. ·. I ' ., () ·'" ,I 11-2-90 I : •• ,. ) ~-~· -1() _______ ..,:_ _____________ ~ggz;ro1~~--M.UNUI: $NI) (11'-SII): ......... NI, -------~----------------.... -.... -:.:.~=....=_==_~14_=_=_=i...=-==-=-~=-=-=-:.i=t.=_=_=-:,.=------- -. llna-polMd ..... ,_,, f'Od-d, ltoca allt ... ..,. -10 -,2() --------PROFILE------.m~~ll~-~ll-~IOQ--~~~---51,1); ..... NI. ...... -.,odM. ~C:W&4l SC4i.£: 1• • ,I()' JCRllCA/. SC4i.£ : ,-• 1/J' . . . ,. .. FlldlM ltalle (11) 1lp ....... (TV} 11-1-IO .. - -JO----------------------------------------------------------~--------------- STA!TON~ (ROllTF 7J f) ,,,. DMWIC IY J.B. DO'rXWIUI P.1)./1). D. • " IJ'WW)IMI ----~,-.,,:::~,.---car-1----'--------t Jiijr" ....._::i:a;;;;;;.=~-Riliii W-WWi ... CH[CIID) IY /J.lkW:)tf° _,, ~ I.A 1#0 I I ,,,. ,,,, -~ IRAMIQTATTON ~-~-~.,f(ISIQg 0IIICIIW. SCMJ: II INCHES FOIi IIEIIUC(D l'UHS 0 ,,,. J cu 12332 EA 102540 IJISll[ONIO l'IIIHTI KAIIINO (NILJ[JllmllSIOIIDATU- Job Ho. 192-242, -20 ....» , I i I DISI COUNIY IIOUK l'OSI loll.Cl E-STIMA TED QUANTITIES Segment B -Tieback Woll 12 1-,/ t Jamboree Rood • T)1le 1 Rel Woll No. R12051.t Total Len th • 199'-8 • measured olon Rel Woll No. R12051.t Se menl B LOI. T e 1 Ret Woll No. R1211 Remove Concrete (Slope Paving) Structure Excovotlon !Retaining Woll) Structure !~ockflll !Retaining Woll) Tieback Ar1chor Structural Concrete, Retaining Woll Bar Reinforcing Steel !Retaining Woll) Shotcrete 30 CY 435 CY 136 CY 78 EA 78 CY Segment A Angle Point STA 1+00 0 'M.OL• 100.75' LT Slo 1204+64.26 I. Rte 73 Begin Rel Woll Segment B STA 0+64.71 0 'M.OL• 116.19' LT , (Br No 55-531) I ( Jamboree Rood OC ::= :: = ::= ~:k .~ :.:..~~~-- 2 RETAINING WALL ELEVATION 1 • 20 Jamboree Rood Slo 1204+31.34 I. Rte 731.--~F-tlJ:..'("" ~~ r;; Slo 186+84.82 Angle point - --End Rel Woll Se menl A m,.19' LT Sta 1204+31.23 I. Rte 73 In Ret Woll No. R12051.t Se J.07' LT .. to 1203+93.99 t Rte 73 Rom UN-3 Rel Woll No. R12 Segment A LOL 02+04.77 PCC b - .--------~--:---------, 1204 Curve Data L 77.43' LT Rte 73 : Sta 1204+ 75.00 t Rte 73 1205 Rte 73 Slo 1205+31.89 • Jamboree Rood Sta 188+74.78 WALL PLAN ,. • 20' Top of Woll No. R12111.t Nole: Concrete Barrier ITwe 500) Coble Rolllng Woll R1211M and R1205M Segment A !Rel Woll T)1le 1) 31901 LB 125 CY 200 Lr 200 Lr t Abut I aholl be bulll prior lo Woll R1205M Segment B !Tieback Woll) lo prevent reducing the confining pressure of tieback anchor■ 01 o re■ult of bockcut excavation. l'UNS AN'IIOVAI. DAit W. KOO I ASSOCIAT£S, Inc. 712 TOW IIHO COUfflllY IIOAD OIIANG[ • CA 12111 POOR DUALITY ORIGINAL Vorl11 le Vorl11 Lt I. Rte 73 t Rte 73 Cable Ralln9 Angle Point rroclured fin flnf■h ,..,,,---Exl■t elope paving Sta 2+29.50 0 'M.Ol• 98.17' LT Sta 1205+98.74 I. Rte 73 End Rel Woll No. R1205M Segment B Sta 2+64.43 0 'M.OL• 111.00' LT Slo 1206+29.23 I. Rte 73 b - b - Begin Ret Woll No. •1211M 110.00' LT Slo 1206+29.23 I. Rte 73 ....__--Rel Woll No. R1211M LOL • 1207 Slo 510+3 .7 EC -~ lo be removed (POf'tlon) --Concrete Barrier .. TYPICAL SECTION TIE-BACK WALL Scale 1• • 10' INDEX TO PLANS Sheet No. .!!!!!.. I General Plan No. 1 2 General Plan No. 2 3 foundation Plan 4 R1tolnln9 Woll Lo)'OUt 5 Wall Section ■ No. 1 6 Wall Section ■ No. 2 7 Wall Delalla 8 lo9 of Teet Borln91 -Segment A 9 lag of Te■t Borln91 -Segment B. Coltrane Standard Plona dated ~ly 1992 A75-A -. Concrete Barrier Twe 500 A62-B -Excavation and BackflU B0-3 Bl-I Bl-9 -Brld9e Surcharge and Woll Brld9e Detal1 Retaining Wall Tw• 1 Relalnln9 Wall Detan. No. 2 911-47-Coble Rolln9 ~Standard Plan Sheet Number ~Detol Number Twe 500 let 79• storm drain Protect In place for General Note ■ IRelalnln9 Woll ■), ■ee •wa11 D1ta11 ■• lheel. Nole: DCSIGN "' A. Moubayed ...... V. lrlnh k°=JACIIII tM tlllllll•• •= ~= : ~ TRANSPORTATION • -lA'ICUl • A. Maubayed -W. Koo z:;.::-=-=~=:-------1••~1aa.~1~➔.::-~A::... !M~au~b~a~yeEd __ f;iiiiii;--W:,::,:....:,:K,::oa:..._ __ f::==:-1r----_.;.----j!iilfiii•---- 1 . --......--CORRIDOR AGENCIES t- .. IU'JI - IIIIAll'lftll .. A. Moubayed --llllft.l... IUl.a 11-IIIIM TCA COllll1001t MANAOIEII Contractor lhall 'lerlfy all conlrofllng nt1d dlmen1lon1 before arderln9 or fabrlcalln9 any material. RETAINING WALL NO. R1205M SEGMENT B ...... -..a.lCAll ■NOCI fcif litOUClD "-Nd • I cu [A 12-ll2 o ~o GENERAL PLAN No. 1 POOR OUALITY ORl61NAL 50-Coble Roi I lno OG at LOL ◄O- Top of Wo 30- 20- 15 _ DATUM ELEY Segment A LOL Curve Doto R • 2911.00' A• 0°42'i6• L • 36.00 T0 • 18.00' ----- 120◄ ELEVATION Approximate Finished Grode at Face of Wal I • ----- Footing Step cLAYOUT LINE ILOL.> 1205 Scoles Horlz 1• • 20' Vert 1 • • 5' See Sheet Ill COUNTY IICIUJ& f'Olf MIL.II TOT AL _,IC T ef le r Bond to Geocorrpoa I te Drain,:,• min Bockfoce of Retaining Wall ap-typ ee Note B 12 Oro n Bond 6 • to Wo I I • Cut Hole for :,• Pipe. Vl•---/10 ml I Polyethylene Sheet 1' Level or Sloped Toward Wol I I I., "l ~"-Cement Treated DETAIL D Permeable Bose Finished Grode or Gutter FL ------- 3' ..... \ \ 3• Slotted Ploatlc Pipe See Note B IITllllD CIVIL INOINHII Tee Cornectlon NOTESI PUNS Arf'IIDYIL DUI VAN DELL AND ASSOCIATES, 17101 CARTWRIGHT ROAD IRVINE, CALIFomtiA 12114 A. 4• Drains at Intermediate Sao Points and at 25' Mox Center to Center. Exposed Woll Draine Sholl be Located 3"t Above Finished Grode, B. Geocorrpoalte Drain, Cement Treated Permeable Base, and 3• Dia Slotted Ploatlc Pipe Contlnuoua Behind Retaining Wall. COQ Enda of Pipe. Provide •Tee• Connection at Each 4• Dia Drain. ·c. SECTION 8-8 c. Connect the Low End of Ploatlc Pipe to the Main Outlet Pipe as Appllcqble. ~ Concrete Borr I er r::::;J (Type 50D> Where Appllcoble 0 "" 0 a: eocorrpoalte Drain and FIiter Fabric "D • DRAINAGE BEHIND WALL DETAIL B 3. }_ r DETAIL C Fl lter Fabric Wrap Around ! I J,'4. ~ LOL I 2,00' :, LOL p I on 16 RAD Tie-bock Wal I CSeoment B> 't~ ·a LOL 'O C w 13' SB Route ll I H Geocorrpoa I te Oro In See Detol I B ,-+--------1 Concrete Barrier C Type 500 > 1 '-6 • Min ..1L FG at ES TYPICAL SECTION SEGMENT A No Score NOTES1 SEE SHEET R-1:SA FOR MODIFIED LIMITS OF STRUCTURE EXCAVATION AND BACKFILL, QUANTITIES Description Woll Na Rl205M Segment A CY LF LB Sf 24• RCP-, +75.00• ~ \ 304+75.00 EC a: Limits of Fractured Fin Finish. AdJuat to Top of Borrler Where Limits of Fractured Fin Finish. AdJuat to Top of Borrler Where Closs A Concrete CRWl 31 =========j,~=t=====jl w ROUTE 73 t 4 \ I Retaining Wal I I Type 1 I (Segment A> Appl lcoble Appl lcoble 1, 5' ....... ....___.,_ Finished Grode Bor Relnforclna Steel CRWl 3189 Structure Excavation IRWl 89 Structure Bockflll CRW> 61 Geac,vrnoslte Drain CRWl Woteratnn 21 Coble Roi I ln.1 23 Minor concrete I Wal I Gutter> 1 Concrete Borrler CTvoe 50D1 36 HOTEi R1205M Segment A CRet Wall Type 1 l Sholl be Constructed ond Bockfllled Prior to Construction of R1205M Segment B Ille-Bock Woll). 2l6 • VC o DIST COUNTY 12 ORA IIOUTI: 73 f'OST MUS TOT A&. NIC)J[Cf ll[OIST£R[0 OI/IL [NOIN[l:11 PI.NIS APPIIOYA&. DAIi W. KOO &: ASSOCIATES, Inc. 712 TOMf ANO COUNTRY ROAD ORANGC CA 12111 POOR QUALITY ORIGINAL JR-5 --w------w---- Ram UN-3 302+04. 7 PCC 0~ Sto 500+43.19 BC Angle Point STA 1+00 0 \l,\.Ol.• 100.75' LT Sta 1 +JI. boree Rood --- End Ret Woll No. R1205M Segme B Sta 2+64.43 0 Yt\.OL• Angle Point 2 7 • 4 1-----'1.-Sta 2+29.50 0 Yt\.OL• 9B.17' LT ---_ 77.43' LT Rte 73 Sta 1 UN-J 304+75.00 EC --t--2:-6--• Sta 1205+96.74 I. Rt1 73 --- Rte 73 11B4+79. 7 BC ------- <6.< 1204 ... 1205 Rte 73 Sta 1205+31.B9 • Jamboree Rood Sta 18B+ 74.7B 1206 Rte 73 1205+54.35 EC • BM f SJC 537 Elev 50.69 2· IP with 2~· braH dltc ttomped ·Ls 4131 SJC 537• WALL PLAN 1· • 20' II " " • M b d -v. Trinh P'tt010QIIMAO[TIIY AS or, 12/92 ORAN4 T. Hatfield DISIGN "· ou aye ~ TRANSPORTATION • " -•-" T H fleld DltMLI " A. Moubo,...d -w. Koo CORRIDOR •GENCIES WC 'Pl!Jt ._ p, .... _ _,,,,,_= .... ••""•""•--,-----IIMMm>~~~k-_:!J::._, ~S!!tr~o!:wb~r~ld~CJ!!e+•"~ft~""~u-l~~•~a~t=:---t=.=:;-f..~~~~ 1-:;-1--••iiii••---7 " TCA COl'IIIIDC~ MAMMl:11 I-" OCOll:D " T H tfl Id QUAN1111tl " A. Moubayed r11.1 Of:ao • H. Sherman • a • ffl.ON~aocs cu 12·-332 ....... o I .J EA 10:?~40 1207 .75 C 3140 SCE Existing 2-5" Conduit (3002) MCWD Existing 42 Woter JOOJ MWD Existing 35• Woter NatH: + 0 A e C D E ~ __,__,,_---G----- -E OS Indicate, bottom of tieback wall elevotlon DenotH e11l1tln9 pie■, not all pne, 1hown DenotH epot elevallon Curve Doto R I& T L J000.00 39·37 45-1080.93 2074.98 2950.00 05"14 55· 135.21 270.23 700.00 81"24 22 602.16 994.56 2917.00 00·42·25 18.00 38.00 2940.92 02"J1'2J 64.76 129.50 Note: Contractor lhall verffy all controllln9 ffeld dlmen1lon1 before orderln9 « fobrlcatln9 any materlol. 111-HSM RETAINING WALL NO. Rl205M R-36 24.8 FOUNDATION PLAN ' j I I I I I i Tw• 1 Ret Woll No. R1205M Segment A lev 39.79 + - Sto 1+02.JS 'M.OI. Elev 40.50 + - 1/2• exp Jt See~lW ~ ·Tieback wall drainage delol SH •section H-H• Datum Elevollon 0.00 Retaining wall utDlly opening IW:.11~ Begin Ret Woll Segment B STA 0+64. 71 0 'M.OL• 116.19' LT Sto 1204+31.34 I. Rte 73 End Rel Woll Segment A 115.19' LT See 0eton No. 2 122•-9• Limit• of po)fllenlI -E11l1llng llope paving removal (Portion) Limit of exl1tlng Ilope paving , ~ t Jamboree Rood t-"' E11l1t Brld e Left 2 RETAINING WALL ELEVATION • 10 'U 8 0: a: l ~ Limit of exl1tlng I. Br A.but 1 Sto 187+61.11 + - Elev 40.51 + - Retaining wall utRlty opening e Ut.11 t 1,,UU1N t , Twe 1 Rel wall 12 No. R1211M .__,_ __ ..,,....__ __ _,_ _____ ,..-,..-'-'---,..-.. -'---' ~ DATE W. kOO t ASSOCIATES, Inc. 782 TO'Mt AND CCIUNlllY IIOAO ORANGE • CA 12111 POOR DUALITY ORl61NAL \l' ~DETAIL No. 3 I. Tieback ltwl ~-• 1·-0· Slo 1204+31.23 I. Rte 73 5t--~~~~~~~7t~rf.-~~~~~~-__::_J..,~--~=i-H--~ all drain with pipe outlet - End Ret Woll No. R1205M Segment B Sto 2+64.43 ·O· 'M.OI.• 111.00' LT Sta 1206+29.23 I. Rte 7J Ret Woll Ho. R1205M Segment A. LOI. Begin Rtt Woll No. R1205M S19ment A 119.07 LT Sto 1203+93.99 I. Rte 73 112• C"\.p. See ~tw DETAIL No. ----_ ..... ,-1 \ Q \ \ \ -♦ ---♦ ----· =.==--: 8 Gisfin 6 Woll drain with pipe dome It outlet e Exl1t 79• SO pipe Angle Point STA. 1+00 0 'M.OI.• 100.75' LT Rel Woll No. R1205M Segment 8 LOI. Sta 1204+64.26 I. Rte 7J ~ -18 Spacing O 6°-e• • Alon9 Tieback LOI. WALL PLAN 1· • 10' D(SICN .. A. Mouboyed -v. Trinh DlTM.S i .. A. Mouboyed -w. Koo ~ 1-------&-...-----;;._--ll-::·=-=------t ~ ~AN11ru1 " A. Mouboyed OIIQIIM. ~ 11 IIQCI ,111 MDuaD l'Utll O TRANSPORT A 110N CORRIDOR AGENCIES fc:'~°::£. MAHAOrll J cu [A 12-ll2 102~40 24.8 Ret Woll No. R1211M LOI. eee Rood Pion, Angle Point Sta 2+29.50 0 'M.OL• 98.17' LT Sta 1205+96.74 I. Rte 73 Nol11: 1. f'or eectlone ond deloa■ not lhown, , .. •wall Section, No. 1• and 'Woll Section• No. 2· lhHll. 2. All tieback anchor, ore perpendlculor lo wall horizontally unl11I noted otherwlH. Nole: Contractor lholl verify all controlllnCJ field dlmenr before ordering or fobrlcotln9 ony molerlol. RETAINING WALL NO. R1205M SEGMENT 8 RETAINING WALL LAYOUT t. Abut 1 VorlH --------------- Exl1tlng slope paving ----'-'--+-~,._ to remain SECTION A-A Y,t()L 98.17':t & Vorlea Lt t. Rte 7J t. Rte 7J See Oeton No. 1 on Ihle sheet for treatment of existing elope paving behind wall ITwl Coble Rolllng Remove existing slope paving (Portion) ITwl 12• [quol Equal • IO I N .. )Protect In place . Exist 78" etorm drain • Inv elev 1J.40 + /- ,c D ·! E first 11ft & b Stage 1 Const > I -in • 0 Second 11ft & I in Stage 2 Const b Third 11ft & I in Stage J Const See Section G-G on sheet 6 for drainage outlet deton t. Abul 1 VorlH Existing slope povlng-t--1--11-----.. to remain SECTION 8-8 . 'M..OL , 98. 17' :I: & Vorlea Lt t. Rte 73 Rte 73 See Oeton No. 1 on lhl1 ■heel for lreotmenl of existing ■lope paving behind wall <Twl 01ST 0C:UITY IICUI'[ 12 ORA 7J IU:OIS'°'[D Cl'IIIL [HCIINH" W. KOO ~ ASSOCIATCS, Inc. 712 T0"'4 ,t.teQ COUNTIIY IIOAO QR,t.teG( • CA 12111 POOR OUALITY ORIGINAL F'C::DIVlCf -1C) b f'GDM~-., .. 2 TVP. • . I ~a r1r■1 1m 1e ~ ~ E Slog• 1 Canel ·e!~ffi=-----------.- Equal -t:==r va,1., min of J.O' r )Prolecl In ploce •.... ,. Exltl 78" etorm J'aln Inv elev 14.00 + - I IO ·' • Second 11ft & Sloge 2 Canel Third llfl le Sloge J Canel (From STA 1+00.00:t to STA 1+61.37:tl (from STA 1+61.J7:1: to STA 2+29.50:1:) 1·-0· 1 E1l1l relnf . .:: ...... [xl ■t llopl paving _/ Tieback wall panel ~ ., .._ E Top of Tieback wall panel 'M..OL ----See "Woll Oetona• eheel for relnf nal ehown Upper tieback 1· -5' Exist pRe (Twl ---... EB EB Bottom of e11l1l Abul fooling Top of 500 Borrler---t- I ~II r:: -------------- Upper Uebactc Mlddlt tieback ES Elevation Lower tlebock Botton of Woll Mlddlt tieback Lower tieback -- lfJ c • eep hole, apaced al op P•P.1f G I very third Geocompoelle (Typ) ! ' ' ' Ge ,compoelte ,ra ne, max:': drain llner, mo11. ~ ~-Lr 2•• Sch 40 PVC un■lotted '.\ pipe with ■owcul al lop for Geocompoelte drain 2•-0• op end CIP concrete Tw• 500 concrete barrier / Geacompoelte drain ( 1 ■lip lnla pipe aowcut ■tot Shalcrele I I I I i!-~ YA.Cl. I I I I I I I I I I I I SECTION H-H · (Tl£BACK WALL DRAINAGE DETAIL.I Hole: for Section G-G, ■ee "Woll Section• HO. 2" ■heel • ·.: ':· DETAIL No. 1 PART RETAINING WALL ELEVATION Note: contractor etioll verify on cont,o111n9 ne1d dtmeneton, No Scale No 8011i before ordering or fabricating any mate,lol. r..---------r------~~----------[LD[~9CIN~~=:~ .. :A~.JM~ou~b~o~ye~d~=~h--:'.'8:~v~:-· T,-::-Tr~ln~h==~r-~--=~==::=-,---:-----1-p..~~~~~=r----RR£EtTAAlliNNiii1N«G~S[]W,..~A.~ENL~L,~8N ~ 0 0 . . 7 i R f : t 2l<0~5~M•--FR~-~3iia8' No Scale ~ ~ TRANSPORTATION ..- 1.:Dl::.T:.:...ALl;;.;__4"e:--A.~Mou_bo...;;ye_d-:-. -;..-.. -w._K_oo __ _,~ CORRIDOR AGENCIES :."'en':;'. IUNAOD WALL SECTIONS No. 1 auAN1111r1 ., A. Moubayed .... -24.I 12-332 ----....... OIIIONA&. ~ 11 IIOCI r011 IIOJUaD IUNI O cu I J EA 102540 DlllltOMIO "'"" •AIINO IMl.ltlt M'IIIIION DA 111 - -----..... Cone Gutter ~ See 8for gutter dlmenalona not shown , '··, ,-' "•-{... \ ,, ' ~-----.,.,.. 'M.Ol. 100.75':t min & Vories LI t. Rte 7J Coble Rafting t. Rte 73 I 7 i; first 11ft 1c in E Stage 1 Conal --""",--__ _._f-,.-~~.~ ___ ......, ___ .._ 7 'f Socond 11ft 1c i-, ·• Stage 2 Const cl ~ 21· .~ I "'f ,.'f Third lilt ,Ht-,,-----~.N ~. Stage J Const * See Section C-C & 0-0 1h11 aheel 2 f6 lop, cont \.•" \t\ 9of\ded d \.•" of\d• h---+-,......,....,......,..--.--.-.--1-'··, .. , ~. 1 'f fourth 1111 ;f;::/Ftlff~~~3F==-~N -:.., Stogei_ 4 Conal --+-~==-;c--+-i---, '\.__ See Section G-G on this ) sheet for drolnoge outlet deton J Protec I In place for gutter nowllne, 111 •Retaining Woll Layout• Sheet , Exl1t 78• 1torm drain Inv elev 13.40 +/- SECTION C-C (from STA 0+64.71 lo STA 1+00.00) 1· • 5' Cone Gutter ~ See 8for gutter dimension, 'M.OL 98.17':t min & Vories LI t. Rte 7J Coble Ronlng ;• Rio 7J not shown '··, ,-' 1. •• I \ -------t-l-•, ' .. _ for gutter nawtlne, ■11 •Retaining Woll Layout• Sheet SECTION 0-0 Equol I I 7 !; flral 11ft & ~ in E Stage 1 Const Second 11ft le Stage 2 Con1l ) • ~ See_' Section G:,:G on this ■heel for drainage outlet deton Protect In place Exist 78• 1torm drain Inv elev 14.00 ~ (from STA 2+29.50 lo STA 2-t64.4Jl 1· • 5' D[SIQC " A. Mouboyed -V. Trinh DUALS ' .. A. Mouboyed -w. Koo ~ -1..,,.,..---...;_.--t: .. =-=------t ~ OUANIIMI " A. Mouboyed CIICIIIA&. ~ 11 INOlll fllll IIIJ)UCID ,u,is o l r,5 0 12 I full height 14 0 12, cont TYPICAL TIEBACK WALL SECTION (CIP REINF FACING) (from Sta 0+64.71 lo ·s10 1+00.00) TRANSPORTATION CORRIDOR AGENCIES I J ape ,Offlft TCA COIIIIIDOII IIAMAOSII cu EA 12-332 102540 Sf C)OUNlY IIOUll 73 ll[OISKR[D 0\/IL [NQIN[[II PUHi Al'f'IIOVAI. DAll W. KOO le ASSOCIATES, Inc. 7U TOWN AND CDUNTIIY IIOAD DIIANGC CA UHi POOR O UAL ITY ORIGINAL 2•-0• long 11 1•-0• wide Geocompoalle drain filler fabric behind G1ocompo1ll1 drain. Bond lo 2• elotted pipe 24.8 DETAIL 1 No Scole CIP Concrete Tw• 500 concrete Sorrier Bot of Woll SECTION G-G Ho Scale 2• bond length slotted Sch 40 PVC pipe Geocompoalle drains, allp Into aowcut In PVC pipe -~ See •oetoll 1• , thl1 1heet I I I _., Note: Contractor aholl verify oll controlling field dimension, before ordering or fobrlcollng any moterlol. RETAINING WALL NO. R1205U S£GMENT B WALL SECTIONS No. 2 DISll[OAIIO P!Wlta I[~ lAIIUU IIC"'SCIN DATIi -6 9 POOR UUAlllY ORl61MAL Vent hole ot top of steel plote fin Beorlng plate placed normal to { of Tieback, See Tobie for Min size. .>.:, s_---r- '-~ Tieback - GENERAL NOTES (RETAINING WALLSl DESIGN : Bridge Design Speclflcotlona 11983 AASHTO with Interim, and Revisions by Coltrons l SOIL PARAMETERS (For determination of design lolerol earth preaaure on wall) : • • JO", Y• 120 pcf, µ • O.J5, C: • 150 p1f, Ko • O.JJ, Kp Allowable passive pressure • 320 psf per fool of embedment µ • frlctlonol coefficient between sholcrele and 10ll1 REINFORCED CONCRETE FOR CIP : f y • 60,000 psi ; f'c • J,250 psi (Concrete compressive 1trength REINFORCED CONCRETE FOR SHOTCRETE : f'c • J,250 pal (Concrete compressive ,1trength at 28 days) STRUCTURAL STEEL : f y • 36,000 pal PRESTRESSING (TIEBACKS) : Prestre111lng Steel Bora -ASTM Designation: A722 T>1>e II -150 kll Strands -ASTM Designation: A416 -270 kal at 28 days) 11 IIOUrt: 12 73 ll[OISTt:R[O OVIL [NQIM[[II aArt: · W. KOO & ASSOCIATES. Inc. 712 10WH ANO COUNTIIY IIOAD OIIAHCC • CA 12111 Additional 16114' -o• tot 4 dlogonolly placed 01 ahown behind each tieback bearing plate (T)'P) Seol between corrugated sheothlng & smooth sheathing T • Design force per tieback • 115 klp1 (From Sta 0+84.71 to Sta 1+00.00) T • Design force per tieback • 70 kfp1 (From Sta 1 +00.00 to Sta 2+29.50) T • Design force per tieback • 100 kips (From Sta 2+29.50 to Sta 2+64.4J) Tendon bearing plate Pregrouted corrugated sheothlng Shotcrete fpu • Min tensile strength of prestre~slng 1teel (kall As (min) • Min cro11■ eectlonol area of preatrenlng Fc:o~-2,~ steel In tieback (Square Inches) At (min) • __,,,...,.....,....._ (D level ot lnltlol grouting (i) Level at ■econdory grouting TIEBACK TENDON DETAILS (BARS) 1;2· • 1'-o· Vent hole al top of steel plate • (ALTERNATIVE) ~~Ol Fractured fin finish * See Section C-C & D-D •won Section No. 2• lheet 'b I i-.i -14 O 24 vert Bearing plate placed normal 1 & o 12 horl1 Pol)1)rop)lene or high density polyeth)lene sheathing to t of Tieback, See Tobie for ~ per 11ft ,---, Min 1lze. .-+.:-< ' ::.-i~r-----.--'-~ Tieback See Note -"' t!: Fractured finish -- Pregrouted corrugated sheathing TIEBACK TENDON DETAILS (STRANDS) Notes: 1, Tht tieback tendon detoRt lhown ore for reference purpote only. The contractor shall determine and select a tieback system which wOI furnish the required force at locoUona 1hown on plans. The ■elected tieback 1ystem to be used shall be submitted to the Engineer for approval. 5. CIP concrete to be placed ofter completion of ht, 2nd, & 3rd aholcrete llfta 6. For Fractured nn finish deton, 111 _•Detoil A• on •cenerol Pion No. 2• sheet • 14 0 1 pe 16 top, cont ·--l ·-----✓----~ i Tieback ·--(Middle) 16 0 12 ·-- Second 11ft .... ~ . ... ~---~" Tieback •--(lower) ·-- Note: , 2. Tendon anchorage 011embly detona not shown , _ , . 2• min cover over tieback anchorage required 7. Steel lube (Min lhlckneH • 0.2•, Min length • 2'-6•) welded to bearing plate. Inside dlo of 1teel lube for bar tendon to be ot leo1t )li• greater than outside dlo of smooth lheothlng. Golvonlze ofter fobrlcotl • TYPICAL TIEBACK WALL SECTION (CIP REINF FACING) See •won Section• No. 1 • & ;·wall Sections No. 2• 1heet1 for 11ft & ,toge con1l llmlt1. • a a m c oronc1 bet we PA G~ .,. f> reinforcement tieback 1t1el tub ........ 8. Required bonded length, bearing plate thlckneH, and drRled hole size to be determined by contractor (From Sta 2+29.50 to Sta 2+64.43) (t,tln bonded length equals 20') .. -v. Trinh ~ TRANSPORTATION l-01_1_AL1..:.::..-1h:"'=--A.-M_ou_b_o.;.ye_d_-t-::~:;;;-::;.,w-._K_oo __ -1, ~ CORRIDOR AGENCIES " A. Mouboyed CIUM1ft11[S CIICJIIA&. SCAL[ .. INQC1 re1111taucm,t.Mt • a J TCA COftlllDOI_. UAHAGIEII cu EA 12-332 102~40 24,8 iii c'. -I ~ 'V fi ! ::: ~ -~ 'V • ·"' ~ OP concrete Shotcrete 14 0 per Hf - l ·--.z--t Tieback 0 12, cont ·--(Upper) 11ft (T)'Pl ·-- • cir I 0 ! .... -~ I I-N - ·--- .______,,__( Tieback f6 O ·;;-•--!Mlddle) Second 11ft -- --.;--t Tieback ·--.,·-..Jlowerl 16 0 12 J ·--- Third 11ft TYPICAL TIEBACK WALL SECTION (CIP REINF FACING) (From Sta 1+00.00 to Sta 2+29.50) 112· -1·-0· Note: Contractor than verify all controllln9 fteld dlmen1lon1 before ordering or fabricating any material. RETAINING WALL NO. R1205M SEGMENT 8 R-40 WALL DETAILS • • i !.I I af I I I ' J I l1i1 1 hll, PLAN VIEW KA&.1:r ■w PROFI.E VIEW NONIOlffAL ICAU: r • IO' YIIITICM. ICAl.l: r , ,er .. 11-110 STAllONltO (C/1.IIIOUTln) 1200.00 liiiiiiiilziiiiiiii ... CA ROUTE 73 H-1327@ H-1327A® H-4111 ® ..... RETAINING WALL Rl205U SEGMENT A ti 8 ~ r! I? i i O.G. el LO.L ,i ~ ELEV. 48.30 ELEV. 48.00 s. ··un·· ..... ! 40 mmMmnmiW:~llmL-· ·~ mica. ao __..., ....... CltlallD .., A. Al.Miff O.G.el LO.L r:w\1S~J•om O ID 31 fl, ffl ■lmla, 1-13-IIO 1205.00 OIIIQIK ~ II IICHQ FOii KDUCCII PUNS O I J t,:O,rRJSIDr .......... CU 12332 rA 102540 12-22-13 POOR DUALITY ORl61NAL 111ST COUNTY IIOUll 11 ORA n a.1,1 , ... , 41,1 3-H-114 PACIFIC IIOIL.8 ENOINHJINQ. Nl 3002 DOW AVE. ITE. 114 1\IITIN CA. 92MO (114) 7».2122 NOTES: I) El.EVATIOHS 8ASEO ON F1ElD IUft\lEY IY VAH llEU AHO ASSOQATEI, INC. Z, IENCH MAAKA80Uf G.I Of' A MU NOlnHlAST M.0HCI ntl IONITACAHYON AOAD, FROM 1lll! INTEMEC110N 0# COYOTI: CANYON ROAD; 100 FEET IOUTHINEIT 0# 1lll! CENTER 0, A aru IYITEM TEUl'HOHI! CX)MP>H'( MAHtt0U COVER, 11 FEET IOUTl1EAIT o, lltl! CEHTtAUN& 0# IOHITA CAHY0N AOAO, I FEET NORTliEAST 0, A f'OW£11 PUJ! NUMBER 11114ZlE, IN THI! TOP o, A C0NCRET1: POST, 0.1 OP A FOOT A80VE THE GROUND A80UT LEVEL Willi THI! CENTER 0# IIOHr1ACNfYON ROAD, WllNESS£0 IV A ma POST, I FOOT NORTHEAST, MIL ILIYATIOII 100.171 THE DATA INCUJOED IN THI! LOO Of' TEST BORINGS H-IW ANO K-1327A HAVI! IEEN EXTIIACTED fAOM THE OEOTECHNICAL IIATERIAU RUOflT fOR TCA CONTIIACT NO. ~13. TIU REPORT WAI ISSUED IY l£IOHTON AND ASSOCIATES. INC.. ON JANUARY II, 1881. MIT AGRA, INC. AND l'ACFIC 10L1 EHOIHEERJNO, INC. HAVE UNOERTAl<EN A REVIEW o, THE REFERENCED INFORMATIOH ANO COHSIOER IT APPROPRIATE fOR THI! DESIGN Of RETAINING WALL NO. Rl203. HOW£VER, MIT AGRA, INC. AHO PACIFIC SOil.i EHOINEERINO, INC. ACCEl'T NO RESPONSIBIUTY fOR THE ACCURACY AND COMPlETINUI Of' THI! OIUOIHAl IORINO DATA. io-nled ,. H 1210.00 RETAINING WALL R 1205M R-' 51Ht315M 24.1 LOG OF TEST BORINGS N0.1 • I • lli11 hll. • (; -,4j J •lti-I1 ~ i !ii jI I q I i I I PLAN VIEW ICAl.l: r • IO' O.G. at LO.L: PROFLI! VIEW NONIOlfTAL tcAU: r • IO' WIIITICAL ICALI: r • ID' - 11-22-N I I H-1327,.... . ,;;Jr H-4111 H-4110A H-4110 ®® H-1327A$ ® ..... ♦ • • RETAINING WALL R1205M/ SEGMENT B C.iL ROUTE 73 I 120Loo '° ELEV. ao.oo I I ti • ~ I r! d a e ~ 11-22-13 ,. ·::u.~~:~•~.r..-r_:;ldiuti --· •~5-lMi! !F,stt Rlrrit: • ; •j••Y• very ,r,olet, mocS1r■11 na _ . _. _ •-.--~~---,. ClA Y, IIMI grey, inollt to_ tt'Y moltt, llrm, ~cnlonal pebblot POOR DUALITY ORIGINAL ti . ~ ~ r! d i E ~ cm COUN1Y -,,i 11 ORA 73 PACIRCean.a~Nl J002 DOW AVE. 1ft. 114 TUlfft CA. 12tl0 (114) 1'0-2112 NOTO: 1) ELEVA110NS BASED ON P1R.D IUIIYIY rtVNf OIU.NG ASSOCIATES. INC. ' I) IEHCH MANCAIIOUTD.10, A ... NOlffl4PIT M.0NII Ttta IIONTA CAHY0H A0AD. FROM ntl INTEIISECTION OP COYOTE CANYON A0AD; 1CD FUT IOUTHW£1T 0, THI C8fTEA OF A IEU. IYITEM TElUHOHI 00,U,IHI u.v.H0U COY£R, 11 FUT IOUrn£AST 0, ntl CINTEAUNI 0, IONTA CANYON AOAO, I FUT NORniEAIT OP A l"OWEJI POLI MJMBER 1I1114:ioe, Nnt110f'Ol1ACXlNCRE'f1! POST,UOP A FOOT AIOVE THE GAOUND ABOUT llVEl. wmt lHII CENTER OF IOHITA CANYON fl0AD, wnNEUEO rt A fl1IL POil, 1 FOOT NORrnEAIT, MIL 11.HATION IOO. 111 IO ELEV. 50.00 (BE> H-4110 . J [I] im~~••=•Md ' 11.22.13 ncoun1•~n111~ w11t111anc1 NO GIIOUNDWATU ,.._ YAt-■au.r,.,..le=~"""-'!11!1_.,.,..,I~......,..__ _ __, O.G. 1tLO.L .J.«""""'""' 1210.00 , I J J; !~I~ --++IH i I 11 I I 1 r-__ -_::_:: .. ::.:=::_:-:_~r:1111:..\IIN::.,2: .. ~JU=-•:•~-:_-:_-:_-_-_.T .:,..-"':T:J:::_:_■:_-:_T---~---'/'/W1$1'(JR1';---jf-T/tJll----.--«M'-=--n:u-rmr ...... __ u11iiiiii-as:;aMrr--~R::E=T=A~1N::l:"":N:::G:-7.W~A:-:L-:L-:R~1~2~0~5~M~~R--~4~2 i -CHtaCl'D " A. ALWUH -S-11-M -~---t»l'IOQf AtJSf,t:D I& oiiiiiii --~ IU LOG OF TEST BORINGS N0.2 aTATIONNO 1200•00 (C/L IIOUTI 13) OIIIDIU&.ICAL!IINHI rOII 11UUC1D l'Ufll J DlmGNID""'11«-- tNllO,.......IIA1EI- I ' . ' I I I I I I I • •-- • f;) >-Ill s ~ Ill W > ... "' ◄ a: 0 I 0::: w .... t Vl 0 i u.. 3 • C) .. I In PP TYPE Ill-CF 120/240V SERVICE 12-55-073-0-023.684 12-55-073-0-023.685 IOOA MAIN IRRIGATION CONTROLLER BY OTHERS SYMBOLS<ELECTRICAL) l'!l LOCAL PULL BOX IPOWERl ~ LOCAL PULL BOX ICOMMUNICAT ION> s IN-LINE PULL BOX @ FUTURE CALL BOX t:::;:J FUTURE CCTV CAMERA [2] FUTURE 334 CABINET a:::I FUTURE ILLUMINATED END SECTION J.J BEGIN SECTION ◄• I STA I 145•00 \\ ANO STANDARD SIGN IRRIGATION SPARE 15A 120/240V SERVICE SINGLE LINE DIAGRAM 12-55-073-0-023.684 12-55-073-0-023.685 -- ROUTE 13 uso E-2 SYMBOLS(SERVICE SINGLE LINE DIAGRAM> 0 PHOTO ELECTRIC CONTROL ITYPE Vl t GROUND ROD [I) CONTACTOR r\ CIRCUIT BREAKER DIST 12 PLANS APPROVAL DAT£ FPL and Associate,. loc. 10 Corporate Pork. Suite ]10 lrvlne, CA 92714 (SH] SOLID NEUTRAL V AUTO TEST SWITCH 0 METER j)](t STEPOOWN TRANSFORMER POOR DUALITY ORIGINAL PROJECT NOTES (ELECTRICAL> OJ INSTALL CONDUIT IN CONCRETE BARRIER. (I] INSTALL FOUNDATION ONLY FOR FUTURE TYPE 21 ELECTROLIER. [I) FUTURE 334 CABINET FOR RAMP METERING TO BE INSTALLED BY OTHERS. ( [TI INSTALL FOUNDATION ONLY FOR FUTURE CCTV 334 CABINET. ~([I INSTALL FOUNDATION ONLY FOR CCTV STANDARD 145' POLE>. SEE SHEET [I} CAP ENOS OF CONOU IT OR i£g WI TH SECT I ON 3. 3. (TI PLACE CONDUIT I' MINIMUM BELOW DRAINAGE LINE AT THE LOCATIONS SHOWN. SEE DRAINAGE PLAN FOR DRAINAGE SYSTEM DETAILS. (I] INSTALL NEMA TYPE 3R SERVICE CABINET WITH 240V TO 120V STEPOOWN TRANSFORMER ON A CALTRANS TYPE Ill SERVICE CABINET FOUNDATION. DIMENSION TYPE 3R SERVICE CABINET TO FIT ALL EQUIPMENT SHOWN IN SINGLE LINE DIAGRAM. 9. PROTECT ENDS OF WIRE WITH ELECTRICAL TAPE ANO SCOTCH COAT FOR ALL CIRCUITS TO BE COMPLETED IN THE FUTURE. LL CONDUITS SHALL BE MT UNLESS OTHERWISE STATED WITH CONDUCTOR CALLOUTS ITHOUT PARENTHESE. CONDUIT OR CONDUCTOR CALLOUTS WITH PARENTHESE ARE TO E INSTALLED BY OTHERS IN FUTURE. II. TYPE 30 LIGHT STANDARD LOCATED BEHIND GUARD RAIL SHALL BE MOUNTED ON FIXED BASE. SIGN NO. I 3 MER,SC◄A 5 6 SEE SHEET E-2 ~ I w t- uJ uJ :c Vl 0 0 ♦ a> Ill NOTE• THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY ELECTRICAL SCALE , • •50' [ _ I rr>R RFOllrro Pl&NS II 1 r,, r , , A-. r ,,. ,-, 0 w ► Ill ID > e w 0: Ill w > ... w ◄ 0: 0 • I-◄ er w 2 t-.. V) u 0 i LL ~ • (.'.) .. CONDUIT ro~p1~1 T 4'C W/4-1" TI INTERDUCT 4'C W/2-1' T2 INTERDUCT 4"C Pl 4'C W/2-1' Cl INTERDUCT END SECTION 3.3 BEGIN SECTION 4. I STA I 145•00 8 2-3'C,2•8,5•14, l•I0, 18DLC TRUNK CONDUIT SCHEDULE INTERDUCT Ac!'fRtOF"R I MT 2 MT 3 MT 4 MT I MT 2 MT •2 •4 •8 NONE • 10 •14 •10 MT I OLC MT 2 MT 2·c,2•e,2•14, 1•10 202-8 MB-8 850•50 CONDUCTOR RUN & & I I I I I I I I I I I I TOLL PLAZA LIGHT I NG TOLL PLAZA LTG RAMP METER 2 TRAFFIC MON I TOR CCTV SIGN LIGHTING RAMP SIGNAL "METER ON" SIGN 2 COMMON I I OUEUE DET. 2 DEMAND DET. PASSAGE DET. SURVEILLANCE OET COUNT DET. I I I 848•70 ROUTE 73 POOR DUALITY ORIGINAL SEE SHEET E-1 103-15 SR-73 1156•60 5 6 ---- DIST 12 PLANS APPROVAL OAT[ FPL ond-Aasoclotea, Inc, 10 Corporate Pork, Suite 310 lrvlne, CA 92714 ,_ 41 ~ V) ~ V) __ ;-~ 2•14, 1•10 Q l- \~::=-:~-;=-::-;::-~6~_===-::-===-::-~=~-:~-::-~l::-~=~-:==-~=~-:~-::-~-:=:i..8~~-:=-::-:~-:-:~-:==-;~-;9=_;~-:=-;~~~:~;:::-;~-:=JS~~Q.:=-;~-:~-:-:~-:=-::-~::;Lf~-:~-:-:~-:=-:~-:=-;~-2; = - ~ = ~ - : ~ - : - : 2 ~ 0 ~ - ! 4 ~ ; _ - ; , ~ : : - ~ - ~ s i : , ; ' . ~ ! ; - ~ = ~ - : ~ - ~ = ~ - : ~ - : ~ - : ~ - : 1 ~ ; ~ - ~ 7 ~ - : - : ~ - : - ; ; - : ~ - = = = . s : ~ - = ~ = - : ~ - : - ~ ~ - : - ~ - ~ ~ ; : . ~ - ~ - ~ ~ ' - ~ - : ~ : : ~ : : ~ - ~ - : : ~ ; : 1 j ELECTRICAL NOTE I THIS PLAN ACCURATE FOR ELECTRICAL-WORK ONLY SCALE 1'•50' • E-2 • • s >-Ill a> > 0 w w a: Ill w > t-w ◄ a: 0 ... ◄ ' O>->-Wal a> ... 0 ◄w WO ..Jz OQ ~ ..JVI W ◄W :a: uo u I Ill I w t-w I.LI :x ti) w w ti) 0 0 ♦ a, "' 15A 1201240V SAFETY LIGHT ING ----TRAFFIC SIGNAL ----SPARE SERVICE SINGLE LINE DIAGRAM 12:55-073-0-Q24. 120 - 2•8,2•10 2•8,2• .... ---------- IOOA MAIN RAMP METERING TRAFFIC MONITORING CCTV Nl4 CCTV Nl5 IRRIGATION SPARE 15A 1201240V SERVICE SINGLE LINE DIAGRAM 12-55-on-o-024. 114 12-55-on-o-02◄• 115 TYPE Ill-CF 1201240V SERVICE 12-55-on-o-02◄. 11 ◄ 12-55-on-o-024. 1 15 301-15 302-15 MB-3 365•20 ------ NOTE a THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY fOR REDUCED PLANS 0 I HIGHWAY LIGHT ING HIGHWAY LIGHT ING HIGHWAY LIGHT ING HIGHWAY LIGHT ING HIGHWAY LIGHTING HIGHWAY LIGHTING SIGN LIGHTING / PLANS APPROVAL DATE FPL ono A11oclot••· Inc. 10 Corporate Pork, Sult• JIO lrvlne, CA 92714 (CIRCUIT I > POOR OOAltTY !CIRCUIT 2) ORl6INAL !CIRCUIT 3) (CIRCUIT 4) !CIRCUIT 7) (CIRCUIT 81 ~ FG7- fGOM4 -~ Z. Fc.om4 · ':!.'1 TYPE II I-BF 120/240V SERVICE I 2-55-073-0-024. 120 Ill I w t-w w :::c Vl w w ti) 0 Ill ♦ N ,- SEE SHEET E-4 ELECTRICAL SCALE I' •50' E -3 r·" 1 n-ir ,1r- fl ► 11'1 m > fl 1:/ Ill W > ... "' ◄ a: 0 I .,u • N I w t-w w :x Vl w w Vl 0 0 ♦ m in .c t-Vl w z J 104-15 SR-73 1158•40 240V TO 120V STEPOOWN TRANSFORMER I. 5 KVA r - - - - - -, P ~: ---_: 240V SINGLE LINE DIAGRAM 12-55-073-0-024.020 SEE :x - • ~ - - _a_ )A~-:.'- ◄ J---------- 2 ---TO TRAFFIC SIGNAL CONTROLLER AT APPROX. MB-I STA 158•60 SEE SHEET E-24 FOR CONTINUAT_IO_N __ - CCTV Nl4 SPARE MT 801-15 MACARTHUR 169•70 CONDUIT 4'C W/4-1' INTERDUCT 4'C W/2-1' I NTERDUCT 4'C 4•c W/2-1 • INTERDUCT NEMA TYPE 3R SERVICE 12-55-013-0-024.020 Tl T2 Pl Cl TRUNK CONDUIT SCHEDULE INTEROUCT CONDUCTOR RUN I MT 2 MT 3 MT 4 MT MT 2 MT •2 TOLL J>LAZA •4 LIGHT ING TOLL PLAZA LTG •6 CCTV LIGHTING •8 RAMP METER TRAFFIC MONITOR NONE •10 SIGN LIGHT ING RAMP SIGNAL •14 'METER ON' SIGN • 10 COt.t.40N MT OUEUE DET. DEMAND DET. DLC PASSAGE DET. SURVEILLANCE DET COUNT DET. MT 2 MT 303-15 ' MB-8 867•50 ROUTE 73 ----= 4•8 · 803-15 MACARTHUR 17~•30 NOTE a THIS PLAN ACCURAT~ FOR ELECTRICAL WORK ONLY 2 & & .&. 2 2 2 2 2 2 2 304-15 SR-73 1169•30 9 2•c,2•6,2•10 804-15 MACARTHUR 175•10 DIST 12 PUNS APPROVAL DUE FPL and AIIOClot••· Inc. ID Corporate Pork, Sutt• 310 lrvtne, CA 9271~ POOR O UAL ITY ORIGINAL SEE SHEET E-3 170 105-15 MACARTHUR -- - - - 2•8 805-15 2 ID I w ... _w w :I: Vl US-I 116•90 806-15 US-I 118•70 ELECTRICAL SCALE , • •50' E;.. 4 ·---, ,.:;--· ••• ' .., "I .. .., ► ID e VI > "' 0:: • ... ◄,:. " ► ' e~ ... 0 ◄w ..J~ iL ~~ uo • • f} VI > "' 0:: "' ... ◄ 0 f • "" ► ID 0 "' "" u "' :c u NOTE 1 -THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR R[OUC[O PLANS 0 I 12 PLANS APPROVAL OAT[ FPL and A11oclote1, Inc, 10 Corporate Pork, Suite 310 lrvlne, CA 92714 r11 POOR DUALITY ORIGINAL ELECTRICAL SCALE I. •50' E -5 0 LI.I >-VI m > 0 LI.I "' a: VI w > ... w ◄ a: 0 ... ◄ I i •4n • SEE SHEET E-5 SEE ~ t----::------::◄------:s--------:-6 -----""".1~--~i:j-~F~~~--.ir,-~,f-.::.:..::!..:;..:.::_ _____ --::--\-~..l..~r .... -1~~u.L..\--.----J CD ROUTE 73 • l I w I- 2'C,8•12 LOOP WIRES,BD W ~::::::::::::::::::1-::::::::::::::::::::::::::::::::::::::::::::;1-===~s;::;;;::::;~~;==~~===~~;;~;::==t===j~::~:::t:~t=tt'.:\:::~1:::t:i::;lt~t::::::i~ w :i: w w . :i: Vl • w w Vl CONDUIT 4'C W/4-1' INTERDUCT 4'C '\__ 709-15-SB U-28 485•00 2•4 710-15 ;u-20 483•00 INTERDUCT 2 Tl 3 4 W/2-1' T2 INTERDUCT 2 4'C Pl NONE 4'C W/2-1' Cl INTERDUCT 2 MT MT MT MT MT MT •2 •4 •6 •8 • 10 •14 •10 MT DLC MT MT CONDUCTOR RUN I TOLL PLAZA LIGHT ING TOLL PLAZA LTG CCTV 2 LIGHT ING 2 RAMP METER TRAFFIC MONITOR 2 SIGN LIGHTING 2 RAMP SIGNAL 'METER ON' SIGN COl,t,40N QUEUE DET, DEMAND DET. PASSAGE DET. SURVEILLANCE DET COUNT DET . I --- - ------ 240V TO 120V ·sTEPDOWN TRANSFORMER I. 5 KVA r - - - - - -, I I r _,_ -/ Vl w w Vl 0 Ill ♦ l'l CD • 1-Vl w z _,J :i: u 1-• :I p __ ~_j - 240V SINGLE LINE DIAGRAM 12-55-073-0-024.335 NOTE• THIS PLAN·ACCURATE FOR ELECTRICAL WORK ONLY CCTV Nl5 SPARE 01$1 12 PUNS APPROVAL OAT[ FPL and A11oolot••· Ina. 10 Corporate Pork, Suite JIO lrvlne, CA 92714 POOR DUALITY ORIGINAL ELECTRICAL SCALE 1'•50' E-6 ___________ ,.;;_ ___ ~~-----~---=------:-------.;,_ ___________ ·--------------------------' I I I I ' I I I I \ I I I ) I I I I I \ ) I ! 0 "' ► Ill ID > s "' a: Ill "' > I-"' ◄ a: 0 • I-◄ • ' in • 402-10 JR-4 484•00 PVC,2•12 LOOP WIRES [I) IDLC --◄◄ ----:T----,----;;_-------------~R~ou~r~E~1~3--l-'~d-'-- : ( _ _ - ; r - - - - ; - : ; s ' / 2 l SEE sHEEl E-6 SEE SHEET E-e 7 e 9 190 NOTE• THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS I J r11 12 PLANS APPROVAL OAT[ FPL ond Aasoclotea, Inc, 10 Corp0rote Pork, Suite ]10 lrvlne, CA 9211 ◄ 12B? POOR DUALITY ORIGINAL ELECTRICAL SCALE I' •50' E - 7 FA 102540 0 w ► Ill m > 0 w w a: Ill w > ... w ◄ a: 0 • ID I 4 w w -w Vl 0 Ill ♦ ,.., CX) 'Cl' t-- Vl w :z ..J CONDUIT 4'C W/4-1' Tl INTERDUCT 4'C W/2-1' T2 INTERDUCT • 4'C Pl ----".?• ' 4'C · ;.; ·· I 11 W/2-1' Cl •· INTERDUCT • SEE SHEET E-7 5 6 1 --- 8 ROUTE 73 INSTALL FOUNDATiON ONLY FOR FUTURE ILLUMINATED SIGN 9 190 TRUNK CONDUIT SCHEDULE INTERDUCT CONDUCTOR RUN & & MT I 2 MT I I 3 MT 4 MT MT I I 2 MT I I •2 TOLL PLAZA •4 LIGHTING TOLL PLAZA LTG RAMP METER 2 •8 TRAFFIC MONITOR NONE CCTV • 10 SIGN LIGHTING • I 4 RAMP SIGNAL 'METER ON' SIGN • 10 CCU,tON MT QUEUE DET, DEMAND OET. DLC PASSAGE OET. SURVEILLANCE DET COUNT DET, MT I I 2 MT I I NOTE• THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY Fc:_om4 • ~ct Fc.T-~-; DIST 12 PUNS APPROVAL OU[ FPL and AHoclot••· Inc. ,.,, 10 Corporate Pork, Suite SIO lrvlne, CA 92714 POOR QUALITY ORIGINAL ELECTRICAL SCALE I' •50' E - 8 I i I I C "' ► Ill m > s "' a: Ill "' > ... "' ◄ a: :c • " ':r "' ' f;l~ ► m ... 0 C ◄ .... .Jz "' OQ ,.: u .J Ill "' ◄W X UC u • • NOTE• THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR A£0UCEO PLANS 0 D15l 12 PlANS APPROVAL OU[ FPL ond Anoclotu, Inc. 10 Corporote Pork, Suite llO lrvlne, CA 92714 POOR DUALITY ORIGINAL I w ~ ~ '~ ------------------------------w "'~--=---=--=-==---=--==:-:.~--=-~~-----....,..,_...=-=-~ .... a:-~ ~ .. B.B__I STOL STREET SOUTH"-Ill ~ ------------------- r.-r---HH=~-~~-~::!-~=======fc==-~~~~~=§"~=~1""1:"'"':;;;_;:; ... ;:'":;;;_;::_;;:_;;:_=_=-=-=~~--==-I ~ %-2-------t----,,90--~=-_,}==-::-__ Vl -----------..:-:--:-------~;::;:..:-.,::::-0 r ASPH r--=---=---=---=--=--_-_-_-_--==--= ? 0 GN N0.7 N MER,SC4A SEE SHEET E-1O ELECTRICAL SCALE I' •50' E -9 r11 I ..., .., '1 ") • • s >-VI a, > e l&I a: Ill l&I > ... w ◄ a: 0 ' s~ ~ ';o C w --'z w ::, Cl "' U-U ...IVI W ◄W X: uc u DIST TRUNK CONDUIT SCHEDULE 12 CONDUIT 4'C W/4-1' INTERDUCT 4'C W/2-1' INTERDUCT Tl T2 INTERDUCT 2 3 4 2 4'C Pl NONE 4'C W/2-1' INTERDUCT Cl 3 ROUTE 73 ◄ 4 5 2'C, 13•14, l•I0,5DLC 2 2-3'C,MT ~ 3 4 ~ I EXIST£, MT MT MT MT MT MT •2 •4 •8 • 10 •14 •10 MT DLC MT MT CONDUCTOR RUN & I I • I I I TOLL PLAZA LIGHT ING TOLL PLAZA LTG LIGHTING RAMP METER 2 TRAFFIC MONITOR CCTV SIGN LIGHT ING RAMP SIGNAL 'METER ON' SIGN COl-.t,4QN QUEUE DET. DEMAND DET. PASSAGE DET. SURVEILLANCE DET COUNT DET. ~ I I I 2 2 1 Pl.ANS APPROVAL DU[ FPL on<I AHoclat••· Inc. 10 Corporate Park, Suite JIO lrvlne, CA 92714 POOR DUALITY ORIGINAL • SEE SHEET E-9 8 9 121 --------------I .. w 1-w w :c "' -w w 51 v, 0 -.::::::::::~._+'---------=E~X.:.l .:.ST.;_;2:..•..:8;,__ ___ -t ~ ~ =-:..-=-t.r=".1:1"':1. =-=-~-=-= ="S-~ .... .,.. ..... --.: 0 N ~;.;;;_---,H-f,-__., _____ ....., _____ __, ______ ~----.-1 w if ~II~ !' I ____ 5 ____ N BRfSTOL ST ◄ --=-==----===-=---===--=---===---= 1- - - - - -----V) w z ..J :c u I-◄ 2 --=- I f>I I I I I \1!1--t-+-t-.+~-+-ttn-EX I ST I 201240V -----.:::::_=- 2'C, 12•14, 1•10, IDLCI EXIST EDISON VAULT I ,~, I TYPE 111 -BF SERVI CE I I l ORA-73-4. 814 I 'I I I I I :d 1 1 I II I l::il I /1: , , I' , ,~, 1. :',: I 1 1 1, I ~ 111 II , ... , I I I I I "· ELECTRICAL · NOTE I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY SCALE I' •50' E-I 0 ···----·-------------. -~-.----. -----~--. -.. --.• ---------~--------------------------,----------~-----------' • • • a ► VI m ;; s l&I a: ~ l&I t- l&I ◄ a: 0 t-◄ ' O>->-l&lm m t-0 ◄.., ..,o ..J z 0!2 j ..JVI l&I ◄1&1 :c uo u 0 0 ♦ 0 N ◄ t-v, w z .J :J: u t-◄ ::I en I LaJ t-w w :c V, w LaJ V, 0 I w t-w LaJ :c V, w LaJ V, IOOA MAIN 0151 12 PLANS APPROVAL OU[ FPL and Auoclotel, Inc. 10 Corporate Pork, Suite lrvlne. CA 92114 RAMP METERING TRAFFIC MONITORING CCTV N16 SPARE ,._'"L;c::!::=r HIGHWAY LIGHTING (CIRCUIT 5) t-=~..i.. '--i";cr---SI GN LIGHT I NG POOR DUALITY ORl&lffAL SOUTH cs;nu ROUTE 73 SIGN N0.8 12 MER, SC◄A AFH ---..___ __ ---------- -ASPH --- - - -------------- I w 1-w w :c V) w w V, 0 0 ♦ t--------------2..-----,~---t-----t---4 ... ,-------,5-------,--------,l...------...... 8--------t-------,2-,20 ______________ ..,2 ______ _, ______ -I ~ N h SPH -_-_-_-:,.-:,.-:..-=.-::.===----------===-=---------:..-:--===----_-.,:-_-_____ ---______ ---- __ AS.f.H __ (ii! •8 2•10 l 520 2 2 2-3'C,2•8, 16DLC - - - BRISTOL STREET-NORTH· - - - A SPI II 9 120 2 3 4 5 6 l 8 9 ll0 ----------------------------------------------------------------------------------. ----~~--------=-=-=---=-~~~-----=----------------=--------=-------:.==---=--~"'=-===-~--=--------=--=-==---=.-=----=-==-=------- -----·---·- -··---,<~\ 1 EIVli ~ >-;y~~-~11-CF I 20/208V SERVICE • I 1,., > ,I I I 2-S5-07J-0-24. 925 ---------------------------------------------------------------------,,-11 ------------..... , -' ~ \t • 11 I I , .. ◄ t-v, LaJ z _, :c u I-◄ :I , I • [ I :,_1 J':7/ : 12-55-07J-0-24. 924 ~ Y-::,, •g.. INSTALL 3'C TO VAULT, CONDUCTORS N TO BE INSTALLED BY UTILITY COMPANY. -EXIST EDISON VAULT P53695U • NOTE I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY ELECTRICAL SCALE 1'•50' E-1 I FOR R[OIIC[O PLANS 0 J • >-ID 0 w Ill > w a: f;) "' > w a: w ... ◄ 0 I w ---------= -= -= J I \._ ---~--=------...1 SE BRISTOL STREET -c::::-_.z__ --==-= r J.....,=r.-. ------______ 1-,..i:;g. --------=-.d... ___ t_ __ = -i. - ~ ,--_:::::::::::::=~==:::-=~~~-~=~=~~=-~~==~~~~~=~= Vl I W CORONA r-•w --- n -FRWY ------- DIKE MAR DEL --" ~-Vl O, 0 ♦ ~ N N ◄ ... Vl w z -.J :J: u .... ~ CORON4 - I I r------- ' s 6 DEL 2 ROUTE 73 1 8 9 1230 2 3 4 5 I ---·---. --,-==-=------- ----~---== ______ ........ --=eRl-sioL ~TR~T-NORT-H6 s 3 4 ::....;r: __ _ --------=---=-:.. ---- NOTE I FOR ELECTRICAL WORK ONLY TH IS PLAN ACCURATE . • . . .. PLANS APPROVAL DAT[ late,, lr,c, FPL and ~~::c Pork, SUI •• 10 Corpo 2714 lrvlne, CA g POOR DUALITY Oil61NAL 2 END PROJECT STA 1239•40 6 l I 9 J ] 4 5 ---- ELECTRICAL SCALE I. •SO' E - I 2 l r" t '""""'~ ,,,,... 0 w ► ~ Ill s w a: Ill w s: I-w ◄ a: 0 • l ,:. ~ "' ' a~ ► Ill t-o e ◄ ... .Jz :::, C) "' u_ u .J Ill w ◄W % uo u I 0:: •-w t-.. l/l ' 0 LL. • ~ <.:> .. • I in • ~ .tf-4C41y,7: HlJfi BL.~o NOTE, THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY fOR RrOIIC'[D l'lANS 0 7 PLANS APPROVAL OAT[ FPL ond Associate,, Inc. 10 Corporate Pork, Sult• ] I 0 lrvlne, CA 92114 POOR OUALITY ORIGINAL ._ w ~ .:r Vl w w Vl 0 0 ♦ ,.__ co , I \ ELECTRICAL MACARTHUR BLVD OVERCROSSING IBRIOGE NO, 55-7341 SCALE 1·-20· E-13 •- • s ► Ill Ill > s it Ill W ~ ~ a: 0 " 'Z ► Q( 0:: w .,_ Vl 0 LL ~ • c., ► UJ ~ CD "" UJ UJ "' 0 0 • N '° "" .... Vl 9 MACARTHUR BLVD PREFORMED LOOPS !L----=:::=t:::::=: :c 9~ u .... "" :2 NOTE I TH IS PLAN ACCU.RATE FOR ELECTRICAL WORK ONLY 9A DIST COUNTY 12 PLANS APPAOVAL DAT[ FPL ond Associate,, lno, 10 Corporate Pork, Suite JIO lrvlne, CA 92114 1 ~ ci CD UJ UJ "' 0 0 + N '° POOR DUALITY ORl61NAL ELECTRICAL MACARTHUR BLVD OVERCROSSING !BRIDGE NO, SS·7J41 SCALE I. •20' E - I 4 • • -~ - • .• fl ► Ill m > fl l&I a: Ill l&I > ... l&I ◄ a: 0 ... ◄ ' fl~~ ... 0 ◄w A -'z -:J.., " U-U ..JIii l&I ◄l&I X uo u I er. w t-... l/l u 0 i LL 3 • C) ... I Ill -I 2 APPROACH SLAB__. ES-7B \v 0 0 ♦ ,.._ V co w >-c 0 ... mv, <II( w wz w- II) ..J :c u --=-... ~ I 3 ~ --------- ES-7C \v 8 -----------9A -------- : ------=-------=-:--- I 4 --.. -----9A --= • --= - ~ I 5 MB-a ---.;;;;_ -----=---.__ ----------.;;;;;;;: ------ NOTE, THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY ' 6 9A ----.;;;;;;;_'--.;;;;;;; DIST 12 PLANS APPROVAL OAT[ FPL and Associate,, Inc:. 10 Corporate Pork, Suite ll0 lrvlne, CA 92114 POOR OUHln ORIGl~AL I 0 0 ♦ ,.._ V co - - ----------.;;;;;;;: -----------= <II( :II:: ... 0 V) ..J w w m ~w ..J w V) :c u ... <II( ~ ELECTRICAL MACARTHUR BLVD NIB ON RAMP SEPARATION <BRIDGE NO. 55-7351 SCALE 1'•20' E-15 • fil ► VI ID > s w a: Ill w > ... w ◄ a: 0 ... ◄ ' o ► ► wm m ... 0 ◄w A --'z -i:h:! ~ ...IVI UI ◄W J: uo u 0:: uJ 1- Vl 0 1.1.. NOTE• THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY 01st 12 P\.ANS APPROVAL DAT[ FPL ond Assoclot••• 1no, 10 corporate Park, Suite )10 lrvlne, CA 92114 POOR OUALl1Y OR\6\MAL ELECTRICAL MACARTHUR BLVD S/8 ON RAMP SEPARATION (BRIDGE NO, 55-732> SCALE ,•-20· E-15A • .. • 0 w ► Ill a, > ~ t > ~ w ◄ a: 0 I-◄ ' O ► ► wm a, 1-0 ◄w 8 -'z -aQ ~ ..JIii w ◄W :r uo u I In APPROACH SLAB ROUTE 73 1180 APPROACH SLAB . NOTES• C Th Is Sheet> [I) INSTALL CONDUIT IN BRIDGE BAY. @ FLUSH MOUNTED SOFFIT LIGHT BLOCKOUT. (1] 4-4• TRUNKLINE INSTALLED IN BRIDGE BAY, SEE STRUCTURE PLAN FOR INSTALLATION DETAILS l < _____________ 9A ------------------- 4 SBML \ \ \ \ 3 4 4 II NOTE I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR A[n11r.rn PIANS 0 , DIST 12 Pl ANS APPROVAL OAT[ FPL a'ld ASSOCIOtH, IOC:, 10 Corporate Pork, Suite ]10 lrvlne, CA 92114 POOR DUALITY ORIGINAL JR-4 I w 1-w w ::i:: V'I w w V'I 0 Ill ♦ V (II) ~ 1- V'I w z ..J ::i:: u I-~ 2 ELECTRICAL • UNIVERSITY OR SOUTH UNOERCROSSING !BRIDGE NO. 55-731L) IBRIDGE NO. 55-731RI SCALE 1 • •20' ,..,,.,, .... r • 1 ,-. -.r • E-16 0 111 >-Ill m ;; 0 111 111 a: Ill 111 > I-w ◄ a: 0 • I-◄ 0 ' O>->-111m m 1-0 0 ◄w 5~ w " u -u ..JVI w ◄W :i:: uo u I •In • NOTES, <This Sheet> OJ INSTALL CONDUIT IN BRIDGE BAY. 11) FLUSH t.AOUNTED SOFFIT LIGHT BLOCKOUT. (TI 4-4' TRUNKLINE INSTALLED IN BRIDGE BAY. SEE STRUCTURE PLAN FOR INSTALLATION DETAILS. ---I CONDUIT WITH MT IN CONCRETE BARRIER FOR 9 PREFORMED LOOP I I I I I 24 / I I I I I I --~ ~ b=======~SB~M~L ======~;;t~~~~~-=~' .i'~· ::::::::-:1==:::::Jt-=---=---=-=--- ~ / /,~ I ~ ,' i ,'/ ""--"' / ; // "" :::f ROUTE 73 1190 I I I 4 ,_ -'I I I 2 __ -_-=..-_ C TYPE 21 NOTE I THIS.PLAN ACCURATE FOR ELECTRICAL WORK ONLY DIS1 12 PLloNS loPPAOVlol DU[ FPL and A11oclote1, Inc. 10 Corporote Pork, Suite JIO lrvlne, CA 92714 POOR DUALITY ORIGINAL ELECTRICAL UNIVERSITY DR NORTH UNDERCROSSING IBRIDGE NO, 55-731LI (BRIDGE NO. 55-731RI SCALE I •• 20' E - I 7 r-• '"...,,..,.. r. Q l&I ► Ill GI > s l&I a: Ill l&I > ... l&I ◄ a: 0 • ... ◄ I a: •-w I- t l/l 0 l LL 3 • <.:> .. • I In • LEGEND (This Sheet> SPLICE e 310W HPS LAMP 0 200W HPS LAMP • M.V. SIGN ILLUMINATION LAMP CONDUCTOR 102 SIGN NO. I 103 2•8 2•◄ NOTE I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY roR R[OUC[D PLANS 0 2 :r I-:::> 0 Vl Ul!li I ,. .. 12 PLANS APPROVAL OAT£ FPL ond Anoclotel, Inc:. 10 Corporate Pork, Sult• JI O lrvlne, CA 92714 ' .... .,, "') POOR OUALITY ORl61NAL ELECTRICAL <WIRING DIAGRAM> NO SCALE E _ I 8 0 w ► Ill m > 0 w w a: Ill w > .. w ◄ a: 0 • f "' :z ~ ' f;\~ ► m .. 0 0 ◄w .Jz w :Jc., "' U-u .J II\ w ◄W :J: uo u •1 0:: w ._ .. Vl u 0 ; l.J.. • ~ t:> .. • LEGEND (This Sheet> SPLICE 8 310W HPS LAMP • M.V. SIGN ILLUMINATION LAMP CONDUCTOR 501 502 0 n:: w w n:: 0 m ~ < ..., ROUTE 73 1201240V 12-55-073-0-024,925 NOTE I THIS PLAN .ACCURATE FOR ELECTRICAL WORK ONLY· 2•10 SIGN N0.8 DIST 12 Pt.ANS APPROVAL OAT[ f PL onc:1 AHoolat••· Ina. 10 Corporate Park, Sult• SIO lrvlne, CA 9Zll4 POOR DUALITY ORIGINAL ELECTRICAL <WIRING DIAGRAM> NO SCALE E _ I 9 e ► Ill Ill > e .., a: UI .., > ... .., ◄ a: C • l ~ ~ lie ' Q► ► wm a> t-o e ◄.., .., z ::," ~ U-u ..I UI .., ◄W % uo u ·- • 3 C) .. • I In • 0 ~ 0 a: r ~ :~ :O SIGN NO. 7 I ROUTE 7J 603 ,r,·:., ,I' ... , , ", ., I I ,I' I I I I I I I I I ,,, ,,, I I I 1 1 1'," I I I / ·1 -f- 1 I I / / / I I I I I I I I I I IX w w a: 0 ID :I ~ -, I I r - - -f"',.. I r --t...: I I 1'JI. I I I I I 'JI. I I 1¥ n 2 I I IC : : -I - - - - - - - - --- I I u I I I --..!::!. - - - - _'::! I I lf- :t :IC I I I I I I I I I I I I I I ':if. 11 11 ------H-II IT XX I I '::! __ -----1 I I I I I I I 4 3 I Ii ~ ! I I _ _ _ _ _ H __ >f 1 ! _ ->+ _ ->t-_ _ * -->+---Kj j -+<J j -K-: M _ H __ >f l l -->+ -->t-- : _ -+t-_ ->t---K I -+( -K-----I I - - * -->+--->t-:I --x '* I I I .i( •81TYP.l I I I \ .\ \ / -,c. _ '""- \ \ \ \Yf -_,.. ---~,:-:-_-_-_: ~:: ~:-1 ,,, , ... .,,.., _____ ,, """ .... - - -., ,1 -----. I I I '(' ' lf _, , I ,----, I 602 '',' ' ,'_,{./--, I I I ',',',.... .,, , ,' I I 1 1 ii: , ,.., ..... -- - - - - ., .,,. ' , 60 I I T ... -.,, , .... .... _____ , I I I -------I I :t I I I I I I I I I I EXISTING 120/240V ORA-73-4,814 604 605 -------® ® ----------------- LEGEND (This Sheet) • SPLICE ® EXISTING 310W HPS LAMP 0 EXISTING 200W HPS LAMP 8 EXISTING 70W SOFFIT LAMP c=J EXISTING M.V. LAMP TO BE REMOVED -M. V, SIGN ILLUMINATION LAMP a-EXISTING FLASHING BEACON TO BE REMOVED -- - - - - - EXISTING CONDUCTOR -->+---K--EX I ST I NG CONDUCTOR TO BE ABANDONED CONDUCTOR NOTE, THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS 0 12 Pl.ANS APPROVAL DAT[ FPL and ASIOCIOtH, Inc. Io Corporate Pork, Sul te lrvlne, CA 92114 POOR UUHIH ORIGINAL ELECTRICAL <EXISTING WIRING DIAGRAM> NO SCALE E -20 I.,.,,.., f;} ► Ill m > el "' a: Ill "' > ... "' ◄ a: 0 • ... J ◄ " :I ► 'IC ' O>->-lllm m 1-0 ◄111 0 .J z "' OQ "' u .JIii w ◄W X UC u 0:: w I- V, 0 LL ~ • c., • I .111 • STANDARD NO. Type Sig M.A. Lun M.A. 24-l-70 ]5' •• 15' IA 15 15' IA 26-4-70 40' 15' 24-3-70 35• • • 15' ■ POLE AND EQUIPMENT SCHEDULE VEH SIG MTG PED SIGNAL PPB POLE LOCATION Most Pole Arm MTG ¢ POLE QUAD E B C MAS SV-1-T SP-I -CS SIW 13' 2. 5• TP-I NIW I SIW 13' 2. 5• 2 NIW 13' 2. 5• TV-I SP-I -CS 2 NIW 13' 2. 5• 2-MAS SV-2-TB AS SHOWN 2. 5• MAS SV-1-T SP-I -CS NIE I SIE AS SHOWN 2. 5• N HPS LUMINAIRE 250W 250W 250W 250W TYPE 'A' SIGN e •DOUBLE FACE A •SINGLE FACE MACARTHUR SB • MACARTHUR SIB • UNIVERSITY A NOTES (THIS SHEET> I. USE EX I sn NG MULTI SON I cs 820 CONTROLLER AND TYPE 11 MC-DIFIED SERVICE 2, REUSE EXISTING CONDUIT AND CONDUCTORS THROUGHOUT ■ MOUNT O 90°TO SIGNAL ARM ~ULTISONICS 820 CONTROLLER & TYPE II MODIFIED SERVICE ♦ BIKE PUSH BUTTON WITH SPECIAL SIGN & TIMING CIRCUITRY •• NO MID-TENON REQUIRED •·Vz EDISON E EXISTING RW TO CONTROLLER AT 'LOCATION 2', I I C -----EXIST 2'/z'C, 1-DLC lo 1-1.c. SEE SHEET E-22 FOR CONTINUATION -' ' -----_ INSTALL 1-1.C. ~UiN~l~ViER~S~l~TiY~----~~\===:-=~-~~-,¢-~-~ .... ~-~~--~~-~-;~-~~~i::~-~-~-~-~ .• ~. ~-~-~~~~~~~J,rr~::~===~------~OR~-~I V~E:___LR:_ 1 .:_• _ _J ..,._ -----··:f::C---------- =::l:::::::.:::==~~=-::::-=-=-::::-::::-=:..::=-=-=-:..::~~-~~¢~¾~-~~-------1,:!_-F~---~ 67:f t~~~~s=:~~-----=~CDJ~=:-:-~~~=~i .... t:.~c:t:~ -----_----===---_,, ,, '' ----• ) 'flJ4 • flJ4 • -::::-=--N ~( j >~ ~~~~.L,, r--K=•06 1' , ---.· -I / DETAIL'S' iN ;., --I PV --::,. !..~:-01 -r• • DETAIL'A' _-:;:::._::::=--- --:::::::-~ -;...- "-..,_ I x-se•_ =3 2-1111 1==,~~=:) I-~ r----=.---=-_ -=-=-- - I -2 ~-~---==--=:::::-,~ ------=-==----= ---=----=--=--- _.=---::=a---=::::: ~ ~ ~ . ! ----=---___., --=-----~ ~--• -I -~ --=--- - ~ A t OF SR-73 -:_ ---I -. rn -- DIST 12 PLANS APPROVAL DAU FPL ond A11oclot••· Inc. 10 Corporot• Pork, Suite 310 lrvlne, CA 92114 POOR DUALITY ORIGINAL EXIST 2'/z·c. 1-1.c. TO CALIFORNIA AVE DETAIL • A" NTS DETAIL "B" NTS -tQ\\\~ CONDUCTOR AND CONDUIT SCHEDULE -1,n: N -----==-=--==---- - - -==------- ------__. ---- - - -~..JI:"----=-=== ------------------------ EXIST 2'C, IDLC R/W Q. PHASE-FUNCTION-SEQUENCE DIAGRAM :I 4' a: Q. I I I ~I , z :I t 0 4' ,._ a: VEHICLE & PEOESTRAIN Y' al I I MOVEMENTS PER FUNCTION -. ' LL. ~ 1/l LL. 4---C> 0 al NEMA PHASE DESIGNATION 1111 1112 1116 1114 ' 1/l FUNCTION TYPE s OP OP SP COORDINATED FUNCTION • • • • • DETERMINED BY MASTER COMPUTER DURING 1•6 ·I 2•6 • I 4 COORDINATED OPERATION SEQUENCE WITH CALLS ON ALL PHASES & U-2a NOTE• THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY n ./ I -·- I -I I • SENSOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR I A. 1-1112 ., 2 • I-1112 3 2-1112 . 4 I-flJI I A I-06 2 • I-06 •2 3 2-1116 4 2-1111 I I-04 •3 ~, 2 FUTURE 3 • 3-Ql4 4 FUTURE ■ SENSOR UN I TS IS RACK MOUNT WI TH INTEGRAL TIMING CAPABiLITY PER CHANNELICALL HOLD• 0-5 SEC.MIN,CALL DELAY•0-30 SEC MINI SPECIAL DETECTOR OPERATION SHALL BE AS NOTED• e SYSTEM SAMPLING -NO OUTPUT TO PHASE A CALL HOLD AWG OR CABLE . , .. • DLC INT RCO CONDUIT SIZE BPB•BICYCLE PUSH BOTTON ♦ CAI.L DELAY SIGNAL AND LIGHTING 2• 'l/z 2 • -3 UNIVERSITY DR/ MACARTHUR LOCATION I SCALE 1•■20' BLVD S/8 OFF-RAMP E-21 • lil ► !!! ID > l;l r Ill ~ > w ◄ a: D • ' ~~ ► GI ◄0 e 5~ Ill: u\2 u ...1111 w ~~ i5 I 0:: •---I w t- J Vl 0 lJ... ,i A C) • I In • NOTES, (TI INSTALL STATE FURNISHED MODEL 170 CONTROLLER ASSEMBLY IN TYPE ll2 CABINET (1) INSTALL TYPE Ill-BF 1201240V SERVICE (1) INSTALL 2• C. AND PULL ROPE TO SCE VAULT CONTACT SCE PRIOR TO ENTERING VAULT 0 0 SIMULTANEOUS 12' GA DETAIL I A. HTS ~1.'f' so -< 0~ s'1. \)~\-4-i.~ / / / - - -- - TO CONTROLLER AT 'LOCATION I' SEE SHEET E-21 FOR CONTINUATION --· --, \ - ---------------------------- Pl.ANS APPROVAL OAT[ FPL ond laaoclotH, ~ IO Corporate Pork, Suite JIO lrvlne, Collfornlo 92114 '56P ct--~ '564-- Ql2---. t Jl I + 114P 114 PHASE-DIAGRAM CONDUCTOR AND CONDUIT SCHEDULE AWG OR CONDUCTOR RUN I& & A\ 14 I~ CABLE •12 CONDUCTOR 2 4 2, I T CABLE SIGNAi Cnl&JhN I I I I 110 II lll,IINAIRICS . , , -- I ISNS • 2 - - -TOTAL 1 10 ! 5 :5 I I •a :ilGNAL SERVICE -- - -, 020ETECTOA 5 ~ - - l'i ' DLC ,"4 DETECTOR --2 2 2 !116DETECTOR - - - -5 TOTAL DLC 5 l'i , , 1, IN1i: •:T Cll!I F --- - I CONDUIT-SIZE 2'/1 :5' 2· 11/1" 2-:5 POLE AND EQUIPMENT SCHEDULE STEEL STRAP e 10• o. c. Wz• C BRIDGE RAIL 1/a' CAPSULE ANCHOR BOLT BIKE TRAIL SEE DETAIL "B" j_ ' T "'5 • DIA. HOLE V1'x3' STEEL STRAP LENGTH OF STRAP AS REO'D DETAIL •c• ANCHORAGE DEVICE CONDUIT MOUNTING ON BRIDGE DETAILS NTS NO. I 2 3) 4 I 5) DETAIL •e• BRIDGE SECTION STANDARD Type Sig M.A. 18-2-70 30' 24-3-70 35' 15 - IA - 24-3-70 35' NOTE, THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOIi R£0llC[D Pl.ANS 0 I VEH SIG MTG PED SIGNAL Moat Lun M.A. Arm Pole MTG -MAS SV-2-TA SP-1-T 15' MAS SV-2-TA - 15' -SV-1-T SP-1-T --TV-1-T SP-1-T 15' MAS SV-1-T SP-1-T POOR DUALITY ORIGINAL , 4 - 6 4 6 PPB HPS SPECIAL ARROW LUMINAIRE REOUIREMENTS --IISNS -lkllveralty Dr -250W --250W --- - -250W - SIGNAL AND LIGHTING UNIVERSITY DR/SJHTC SB OFF LOCATION 2 SCALE• 1 • • 20' South 0 "' ► Ill a) > f;l "' ,r Ill "' > t- "' ◄ ,r 0 • l-.. " 'Z ► ~ ' O ► ► wm Ill t-0 0 ◄w .J z "' :Ji., " U-u· .J Ill "' ◄W :c uo u ., NO. CONDUCTOR AND CONDUIT SCHEDULE AWG OR CONDUCTOR RUN & & & & CABLE ~2 3 E 3 N 3 N l~E+V 4 3 E 3 N 3 N 3E•3t 5 -3 N -3E+3t 6 3 E 3 N -31:.+jt •14 1'6P 2 E --2 E PPB I E --I E PPB COMMON I E --I E SPARE 3 E 3 N 3 " 3E•V TOTAL 16 l'i 9 34 SIGNAL COMMON I ( I t, IN It, •10 LUMINAIRES -2 t 2 N - TOTAi I 3 3 It, 121' DETECTOR -5 N -5 t 2C DETECTOR -5 t, -5 t 4P nnrrrnR 3 " - - 3 I DLC 4C DETECTOR 3 " --3 I 05P DETECTOR ---2 I 05C DETfCTOR ---2 E 06P DE"HCTOR 3 [ --3 E TOTAL 9 10 -23 INTJ:RC:ONNfCT CABLE I E --2 E EVP" SENSOR CABLE -I N -ll+I~ CONDUIT SIZE E E N E 3• 3• ~/2' 2-3' "EMERGENCY VEHICLE PREEMPTION E-EXISTING N-NEW JAMBOREE RD EXIST r½·c. 1-1.c. EXIST l½"C. 2-DLC.1-1.C. EXIST TYPE Ill EXIST TYPE 170 CONTROLLER ASSEMBLY EXIST 2'C, REMOVE EXIST 5-DLC INSTALL NEW 5-DLC POLE AND EQUIPMENT SCHEDULE STANDARD YEH SIG MTG PED SIGNAL PPB HPS SPEC I AL Type s Io M.A. Lun M.A. ~~~t Po I e MTG j3 ARROW LUM I NA I RE REOU I REMENT E TYPE 19 30' 15' MAS SV-3-TA SP-1-cs 6 -250W E I-A TV-1-T TV-3-T SP-I-CS 6- 30' 15' MAS sv-2-TA 200W 26-3-70 40' 15' MAS SV-1-T 200w I-A TV-3-T E-EXISTING N-NEW R-RELOCATE 1- V'I _J 0 1- V'I er: m 4C3 4C2 4CI I 11' 12· DETAIL B INSTALL l½"C, 3-DLC "V. c,-J~-C> 1116..- -1112 -1112 . < PHASE DIAGRAM ~1~4 1114 01ST 12 PlANS Al'PROYAl OAT[ FPL ond Associate,, lno, 10 Corporate Pork, Suite SIO lrvlne, CA 92114 POOR QUALITY ORIGINAL GENERAL NOTESIThls Sheet)• EXIST l½'C, REMOVE EXIST 2-DLC INSTALL 3-DLC I. ABANDON PHASE 3 FROM EXISTING OPERA- TION, REMOVE ALL PHASE 3 SIGNAL FACES AND REMOVE CONDUCTORS, -- EXIST W2 •c, 1-1.c. ---- 1 2. 3. 4. 5. SERVICE EQUIPMENT, CONTROLLER ASSEMBLY AND RELATED WIRING SYSTEM TO BE REUSED, POLE FOUNDATIONS ANO PULL BOXES NOT REMAINING IN USE SHALL BE REMOVED . THE CONDUITS NOT BEING REUSED SHALL BE ABANDONED AND CONDUCTORS REMOVED, ABANDON EXISTING PHASE 4 LOOP DETECTORS AND REMOVE DLC FROM TERMINATION PULL BOX TO CONTROLLER CABINET. INSTALL NEW PHASE 4 LOOP DETECTORS AND NEW DLC. FOR NEW ADDED LOOPS 14C3 ANO 4P31 USE THE UNUSED PHASE 4 INPUT FILES AT CON- TROLLER, CONSTRUCTION NOTESIThls Sheet>• ITJ REMOVE EXISTING CONDUCTORS, INSTALL NEW CONDUCTORS PER CONDUCTOR SCHEDULE, @ SPLICE EXISTING LOOP CONDUCTORS TO NEW DLC, {1) RELOCATE E.V.P. SENSOR, INSTALL ON POLE@. • EMERGENCY VEHICLE PREEMPTION SENSOR UNIT DETAIL A EXIST DETAIL B EXIST SIGNAL AND LIGHTING JAMBOREE RD c BRISTOL ST SOUTH LOCATION 3 NOTE I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY SCALE• I' • 20' E-23 • 0 w ► VI GI > s w ir !!! w > I-w ◄ ir 0 • w I-◄ •- • I In • CONDUCTOR AND CONDUIT SCHEDULE && & INTERC CONDUIT SIZE 2· 2· J' 2-J' • TWELVE CONDUCTOR CABLE RETAINING WALL Rll62 SEE SHEET R-13 •19 IC - ----- INSTALL STATE FURNISHED MODEL IN TYPE 332 CABINET. ---------- INSTALL TUBULAR VERTICAL POSTS TYPE V, WITH 42'x22' CIDH PILE FOUNDATION WITH MINIMUM CLEARANCE OF 18'-0° AND 63' CONTINUOUS WALKWAY ISEE DETAIL Al, [}) INSTALL PREFORMED LOOPS IN BRIDGE DECK, AND RUN THREE 131 TWISTED PAIRS TO 9A PULLBOX, 132. 5' 65. 5' 12' 22' POST TYPE V 12' 12' ETW --- 0 0 0 0 0 0 WALKWAY 12' 6' 12' 12' 22' FNBT MACARTHUR BLVD -STA 168•28 INSTALL TUBULAR !VERTICAL POSTS> OH STRUCTURE DETAIL A NO SCALE -----------MACARTHUR ------ 21' 0 0 0 0 0 0 63' POST TYPE V 12' 12' BLVD 015 l 12 I'\. AN5 APP ROYAL DAT[ FPL 01d Aeaoclotee, Inc. 10 Corporate Pork, Sult• 310 lrvlne, CA 92114 ---42"x22' CIDH PILE FOUNDATION POOR DUALITY ORl61NAL -------------------------------- 12• 7 8 --------~2 PV -4i--l - - ____ 0_2_..,_ _ _. PV- --- ------ ----------- B----~ POLE ANO 9 170 TO SERVICE CABINET SEE SHEET E-4 FOR CONTINUATION -02 __.-04 PHASE DIAGRAM EQUIPMENT SCHEDULE STANDARD VEH SIG MTG PED SIGNAL PPB HPS SPECIAL HO Most Type SIO M.A. Lun M.A. Arm Pole 15 15' SV-1-T 15 15' SV-1-T NOTE I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY rnA ACOUC[O Pl.ANS 0 MTG ¢ ARROW LI.MINA IRE 25OW 25OW REQUIREMENT SIGNAL AND LIGHTING MACARTHUR BL/NB-OFF RAMP LOCATION 4 SCALE• I"• 20' E-24 • ► CD 0 "' Ill > w a: t-l ◄ ~ " > ' s:o ... 0 ◄w -' z ::iu U-JIii ◄W uo 0 "' Ill > "' a: "' ... ◄ 0 J :s a( ► CD 0 w "' u w :I: u a:: w 1- l/l 0 LL • ~ c.., .. \ cJ> -ll' ~ ~ (1'l NOTES• ( Th Is Sheet> 6PR • I 9 IC _""!: ____ ~~.::--~~ _.. ~-:::-------- ------- INSTALL CONDUIT IN CONCRETE BARRIER. TERUINATE INTERCONNECT CABLE IN EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. 6PR • I 9 IC 6 6PR • 19 IC MACARTHUR BLVD -------=-o--__ _ 8 8 2'C,6PR •19 MACARTHUR BLVD II 9 6PR • I 9 IC 160 6PR •19 IC NOTE, THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY 0151 12 PLAHS APPROVAL OAl[ FPL ald Aasoclotea, Inc, IO Corporot • Pork, Su It• l I 0 lrvlne, CA 92114 POOR DUALITY ORIGINAL SIGNAL INTERCONNECT SCALE• I• •50' E-25 • ... ◄ ' S:ii :ii 1-0 ◄w o -'z w GQ ~ JIii w ◄W X UC U SPRING ASSISTED DIAMOND---, PLATE W/ LOCKING LATCH 4-'C" CHANNELS 24' LG. '1/i...' • KNOCKOUT 6 tACH SIDE ITYP.I 4Y4._' • KNOCKOUT 4 EACH SIDE ITYP.1 PULL I NG I RON----1 EACH SIDE ITYP.1 DUCT USAGE• LI FT HOLE 11/2' • EACH SI OE (l0YP. I I-2' • GROUtlO ROD -----~4_. -...;;Oa...'----4<1• I KNOCKOUTS ITYP. I SECTION D-D INTSI Tl-LONG HAUL FIBER OPTIC CABLE T2-SHORT HAUL FIBER OPTIC & TWISTED PAIR CABLES FOR DEVICES> 2.5 MILES Cl-SHORT HAUL FIBER OPTIC & TWISTED PAIR CABLES FOR DEVICES~ 2.5 .MILES Pl-POWER-USE RIGID CONDUIT THRU PULL BOX. ' 0, 7' ASPHALT CONCRETE PAVEMENT FOUR 4¥1,_1 GI MIN KNOCKOUTS AT EACH END , 30'• ACCESS WITH H-20 COVER ANO FRAME 6' CONCRETE LID WITH LIFTING INSERTS AT EACH CORNER . . ,. . , . . . : .: •.• 6' CONCRETE RISER PULLING I RON ITYP. I . , . , .. , .. , .. , 8' • SUMP . ,. . ,. . ,. . , . IN-LINE PULLBOX LONGITUDINAL SECTION DETAIL K INTSI ETW TRAVELED LANE O. 7' ASPHALT CONCRETE PAVEMENT ITYP.1 U) 0 NOTES• I. 2. LIFTING INSERTS ---, I I I I I~~~~~~~~ ... ~~ I IL-__ _ __ ,I I I 3' -6' I I , ,.._, __,◄~--o-· -·. LOCAL PULLBOX PLAN VIEW DETAIL M INTSI DIST 12 Pt.ANS APPROVAL OU[ FPL on<I Auoclot••· Inc. 10 Corporate Pork, Suite JIO lrvlne, CA 92714 POOR O UAL Ill ORIGINAL t IN-LINE PUL~BOX PAVED SHOULDER I 3' 2' I 30' • ACCESS WI TH H-20 COVER AND FRAME 6' CONCRETE 6' CONCRETE LID ,~ WITH LIFTING INSERTS AT EACH CORNER -.. , , ~ FOUR 4t~•• MIN .. KNOCKO S AT~ACH Pl , END .. , Cl ~ 8' • S . , . . , . .. n: .. • 4' X 6' LONG HAUL PULLBOX 0 SLOPE OF SHOULDER WILL VARY. REFER TO ROADWAY PLANS/PROFILES. UTILITY VAULTS WILL BE OFFSET FROM DRAINAGE STRUCTURES DURING INSTALLATION. REFER TO DRAINAGE PLANS FOR DRAINAGE STRUCTURE LOCATIONS. IN-LINE PULLBOX CROSS-SECTION DETAIL L INTSI ELECTRICAL DETAIL. SPECIAL PULLBOXES NO SCALE NOTE, THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY E-26 ,oA R[DUC[D PLANS 0 I..,..,.,.._ 0 w >-Ill ID > 0 w w 0: Ill w > I-w ◄ 0: 0 • I-i ◄ ,i. u :r > C( ' D >->-WID ID I-0 D ◄w J z w ifo " u JUI w ◄W :i:: uo u ; 0::: •--i w I-.. V} I 0 lJ.. . ~ (.'.) .. • I e:IU • RED STATUS LIGHT e•----~ PROV I DE ONLY. WHERE CHP ENFORCEMENT PAO INSTALLED. 3 SECTION UPPER SIGNAL HEAD 12' 2 SECTION LOWER SIGNAL HEAD 8' 11,J...---B i---o r:----..-..-~ E TYPE I-A STANOAR~ ,-t I SIGN jjlO' • 2 • 2· -o· SECTION B-B INTSI 45' CCTV POLE\ BASE O. 0. •IO' THICKNESS•O. 1196' ! BOTTOM OF\ BASE PLATE 4 ' 60 !PARALLEL TO THE SURFACE OF THE ROADWAY> --:,771,,1-::;~7'7'".,..,,,~,,..,,...:,,c ROADWAY MIN r.r:-::n";r.fl.;,,::== RAMP METER SIGNAL INSTALLATION DETAIL INTSI BOLT CIRCLE • I 3'/z • THICKNESS•!• fYl•-'---BOLT HOLE 13' SQUARE BASE PLATE @-INTSI ALTERNATIVE BASE PLATE DETAIL 11/4'X36"X4' ANCHOR BOLTS TOTAL 4 • BOLT D I A ♦ 1/4 • TP-1 MOUNTING TYPE IA-7 STANDARD SEE DETAIL H 7' FOUNDATION POOR DUALITY A. TYPE I-A SIGNAL STANDARD, ORIGINAL B. 3-SECTION 12' SIGNAL HEAD IRED,YELLOW,GREENI, 18'X 8' ANGLED VISORS ARE REQUIRED WHERE SHOWN ON PLANS. C, 2-SECTION e• SIGNAL HEAD IRED,GREENI, e• FULL CIRCLE VISORS TYPE SV-1-T BRACKET MOUNTING ON SIDE OF STANDARD, AWAY FROM TRAFFIC. O. BACKPLATE, E. MOUNT SIGN (INDICATED ON PLANS> ON BACK PLATE ANO CENTER BETWEEN GREEN SECTION AND BOTTOM OF BACK PLATES AND SIDES, ATTACH WITH 1/4"X f4' BOLTS, HEX NUTS, PLAIN ANO LOCK WASHERS, F. FOUNDATION. SEE CALTRANS STANDARD PLAN ES-6A, r-I 6' 7 IMETERI I ON 11· APS,½" STROKE ' STROKE DEMAND LOOPS DIST COUNTY 12 Pl.ANS APPROVAL DATE fPL ond A11oclot••· Inc. 10 Corporate Pork, SUit• ,10 lrvlne, CA 92114 ACTUAL PLACEMENT OF LOOPS TO BE DETERMINED BY THE ENGINEER. WHERE SAWCUTS CROSS EXPANSION JOINTS OR WEAKENED PLANE JOINTS, USE STANDARD PLAN ES-5E. 10' -12· -12· 10' 1·20' MAINLINE LOOP INSTALLATION DETAIL J INTSI RAMP METER SIGNAL ISEE DETAIL II INTERNALLY ILLUMINATED SIGN METER-ON SIGN =======~::===~s:::;.;~~~t~5~:::;t:..PASSAGE LOOP DETAIL H INTSI -12· -12· RAMP METER SIGNAL ::-=:::-:-:-::=:-:--::-::--::-------1-Hi~.._.,:;___ I SEE DETAIL 11 TO CONTROLLER --- 6' 10' II>' I' c:11• II>\ 1-f• •f.>tfnfl ■ ◄ uf.'t.1 2-LANE ON RAMP METERING INSTALLATION DETAIL E INTSI LIMIT LINE -12· . 0 I ISEE CAL TRANS STANDARD PLAN ES-6AI RAMP METER SIGNAL ISEE DETAIL II ;'.o _CONDUIT_/ SEE ELECTRICAL PLANS It CIOH PILE~ ELEVATION INTSI 3" CLR 45' CCTV POLE FOUNDATION DETAIL . . . : : •.·: •. . . . . . . . . . . METER-ON SIGN INSTALLATION DETAIL G INTSI NOTE• THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY TO CONT I-LANE ON RAMP METERING INSTALLATION DETAIL F INTSl ELECTRICAL DETAILS RAMP METERING AND CCTV POLE FOUNDATION NO SCALE E _ 2 7 • s >-Ill a, > 0 .... .... a:: !!! .... > ... ~ ◄ 0 • ! " "' .... O>->-wm m ... 0 0 ◄w sz .... M: u~ u .J Ill w ◄W J: UC u ·- • I In • NORTHBOUND LANES COND\111 ETW STRUCTURAL SECT I ON 7 10· -o· 5' -'0' PAVED SHOULDERS t4-------------"-----~ Cl Tl-LONG HAUL FIBER OPTIC CABLE EP 2· -e· LOCAL PULLBOX • HING POINT 12-SHORT HAUL FOC FOR DEVICES> 2,5 MILES Cl-SHORT HAUL FOC FOR DEVIVES< 2.5 MILES CROSS-OVER C2-Cot.t.4UNICATION CROSS-OVER CONDUIT CONDUIT <C2 AND P21 ~~:~g:rn rng~~-OVER CONDUIT INSTALLATION OF CONDUIT IN· SHOULDER AREAS 8 TRUNKLINE CONDUIT Pl & Cl LOCAL PULL BOX <POWERI TYPICAL 2500' <TYPl DETAIL A <NTSI TRUNKLINE CONDUIT Tl & 12 LOCAL PULL BOX <COt.fA & LOCAL ACCESS ,__ _ __./._TO POWER SERVICE CABINET OR TRAFFIC CONTROL DEVICE TRUNKLINE CONDUIT DETAIL 8 <NTSI LONG HAUL Cot.t.4 (TII & 2.5 MILES SHORT HAUL COt.fA <T21. ll TRUNKLI NE S' CONDUITS POWER LESS THAN 2.5 MILES SHORT·HAUL COt.fA <Cll CROSS-OVER CONDUIT <C21 LOCAL PULL BOX <COt.t.AI. CROSS-OVER CONDUIT <P21 LOCAL PULL BOX <POWER I TYPICAL INSTALLATION CROSS-OVER CONDUIT DETAIL C 6' MIN TRAVELLED LANE E W WARNING MINIMUM CLAS AGGREGATE UN SHOULDER PAV LOCAL DISTRI CONDUllS <Al 4' CONDUIT s ETW ES ETW 36' 10' POOR UUH\H OR\6\RAL ES ETW DIST 12 PLANS APPROVAL DATE: FPL Old Anoclot••· Inc. 10 Corporate Pork, Suite ]10 lrvlne, CA 92114 . SOUTHBOUND SHL SECTION A-A <NTSI PG 2Y. PROVIDE DEPTH O TO CLEAR FUTURE DRAINAGE PIPES CROSS-OVER CONDUIT DETAIL E <NTSI PAVEMENT STRUCTURAL SECTION <ASPHALT CONCRETE> SAND BACKFILL CONCRETE ENCASEMENT PAVEMENT STRUCTURAL SECTION (ASPHALT COMPACTED CLASS DI AGGREGATE BASE MINIMUM-----1- CONCRETE ENCASEMENT OR SAND BACKFILL (SEE D_EJAIL El CONDUIT 4' •. • . . Ill ... . . • '° SECTION B-B <NTSl ELECTRICAL DETAILS CONDUIT INSTALLATION ETW INTSI NOTE a THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY NO SCALE E-28 F nR RC r>IIC(D PL &NS 0 0 .► ' m 0 II! ~ ... ~ ~ 0 ;lj ... ' e ► >-,..111 ID ,cO 0 ~i ... lS ~~ ~ z 0 t-ct t-a: a: Ill cow ~a- • ' ~ic~ er a: w 1: 0 0 - u er • NOTES (This Sheet Only): O]At the End of Staoe 1 Relocate Exist Type 26-4-70 Slonal Standard ond Equipment os Shown Hereon. See Oetal I "A" for New Terrp Foundation. Remove Exist Foundation, (I]u the End of Staoe 1 Remove Exist Type 11-2-10 Slonol Standard, Equipment ond foundation, Re-Use signal Standard ond Equipment In Stooe 4,ISee Sht E-30 Note 1 1. 3, Install New Slonol Stondords ond Equipment per Pole ond Equipment Schedule. Boo Heads. Activate Onlyl12ondC17on Poles@,@,(t)ond ® ot the End of Staoe 1. 8)At the End of Staoe 1 Remove ond Salvooe Exist Type 1-A Slonol Standard and Equipment. Remove Foundation, (I]spt Ice Exist Conductors to Terrp Conductors In Exist Put tbox. m lnstol I No.6 Put lbox. [I) lnstol I No.5 Pul lbox. [fil Ins to I I No. 51 T I Pu I I box, 9, Install Type A Loop Detectors os Shown Hereon, fi2Jstub Out Conduit for Use In Stooe 4, (!]Protect Exist Conduit In Place. ~At the End of Stooe 1 Modify Slonal Heod, Add Left Arrow Indications for 115, l!}J At the Beolnlno of Staoe 1 Remove ond Solvooe Exl st Ped Heod ond Ped Push Button, Cop Holes per Coltrons Standard Specifications. 18)Abondon Exist Loops Upon COITC)letlon of New Coridi.,'1t, New Loops and New DLC, ~Keep Slonol and Ped Heads Covered Whtie Not In Use, 16,Slonol Must be Operatlonal ot All Times Except os Deslonoted by The Speclol Provisions. l!]Add 115 to Termlnol Block for Use In Stooe 4. 6'x15' For Use In Future Staoe POLE AND EQUIPMENT SCHEDULE STANDARD VEH SIG MTG ED SIGNAL NO Type Slo M.A. Lum M.A. Most Arm Pole Pole B 29-5-TO 55' 15' 2-MAS SV-2-T SP-1-TC A I C 1-A TV-1-TIAI SP-1-TC A I D 26-4-70 40' 12' 2-MAS SV-2-TI A I SP-1-TI A I 1-A TV-1-T SP-1-TIA I 1-A TV-2-TI A I SP-1-TC A I lnstal I Mountlnos os Indicated, Bao_Heod for Future Use. . rscl ,.Pi_ , I-. ' I ---. --. I \ --. \ I I .. ····-···-•. ·--i \ \\ I ' \ •• \ 13 I 1 . C • ... ••••• 11 --- PPB HPSV Ill ARROW 8 -250W 2 - 2 -250W 4 -6 - \\ . \ \' \ I • I \ \ \ 112" 12" 12" YA GA DETAIL •o• 5 Section Head N,T,S, POOR DUALITY ORIGINAL PHASE DIAGRAM .. --·- ... -.. -- Condul t 42 • Anchor Bo_l ta Te,rp Cast-ln-Drllled Hole PIie Foundation Steel IIOUTI 12 Oro 7J a::::----.,~ R£0 IS T(R(OcivitNoitiiii Barl011·A■ol1111■• AH■olat .. , •••· Two Ventu-e. Suite 550 lrvlne, Collfornlo 92711 t. Steel Plate --- -·--·--- SIGNAL AND LIGHTING MACARTHUR BOULEVARD / BISON AVENUE STAGE 1 SCH.E• 1"•20' E-29 .. -. • • I: I ffi .. ... -., u ~ I I i 16, I I . I I ~ ~ .. ,-, 212Ul-1 ·- :.)---:1---- z 0 .... ... <l ... a: tJ: IJl cow n. a..., IJl .... u POLE AND EQUIPMENT SCHEDULE z a: z <l a: w a: 0 C) ... u <l HO Type STANDARD VEH SIG MTG ED SIGNAL PPB t-----,r----.----t---:-:-:~--r----"i,..::,:_~--1-....-----IHPSV Slo M.A. Lum M.A. M~,.,t Pole Pole e ARROW G 26-◄-lO 45' 12' 2-MAS sv-1-T SP-1-TIAI 4 -250W UI • lnstal I Mountlnos as Indicated, Boo Head for Futu-e Use. 1DLC, ◄,3"10 :.rlb-· ., ~Curb AC Pavement. DETAIL •a• N,T,S, ITo Avoid ,,,.J POOR DUALITY ORIGINAL PHASE DIAGRAM to(151 Trap, Recol (17 Prior W1 -~ l ez-'-+ ra2- (17 . . - CD • "' NO LEFT White IRefl I Wh I te I Ref I I Block Letters Wh I te I Ref I I PEUIL •c• Rl3B Modified N,T,S, ROUTI 7J -===----,~ 11£01Sl[R[O CIVIL [NOIICIR P\.AHS N'f'IIOVAL BerlH·A■oln•H A, .. olelN, I••· TIIWO Ventur-a, Suite 550 lrvlne, Collfornlo 92l11 Install RJJB Modified ISee Detoll •c• Hereon! 6' x15' For Use In Futu-e Stooe SIGNAL AND LIGHTING MACARTHUR BOULEVARD / BISON AVEt STAGES 2 & 3 SCM.E• 1"•20' E-30 -··--·-------------------------------·------,rrc:o>ii11111-.:r~()l i j j , c : i c 1 i o i P 1 . > u i 1 N ; . l s 1 - - ' " i o ; -■---,---;2;----:-------------------------r----------r----------_J ► a, 0 ~ > k! ... < Ji I- ' 0 ► IJa, ~o ai i_ VI u~ z D 0 ~ > k! ... ~ 0 ► a, 0 ... lS ~ NOTES <This Sheet Only): OJ Remove Terrp 6 • AC Curb, (I]Keep Stonal or Ped Head Covered Whl le Not In Use. (I]Pull Wire Out and Reuse In New Conduit. Replace Conductors that ore Not Lono Enouoh. 8)sp1 Ice Conductors In Exist Pul Ibo><, ffi1nstoll New Slonol Stondords and Equipment per Pole and Equipment Schedule, Install Conductors for Phoslno as Shown Hereon. Connect conductors ot the end of Stooe 4. (!]Remove and Solvooe Exist Slonol Standard and Equipment. Remove foundation. IT)Reollon Slonol Head os Shown Hereon. [I) lnstol I No,5 Pul Ibo>< os Shown Hereon. 9, Install Type A Loop Detectors os Shown Hereon. (@)Install Arrow Indications Durlno Stooe 4, ID) lnstol I Bal I Indications Durlno Stooe 4, [fil1nstoll New Conduit os Shown Hereon. Install os Neccesory to Maintain Exist Operation. ~Install No,6 Pullbo>< OS Shown Hereon . ff] Cover SI on, [fil1nstoll Type B Detector Hondhole os Shown Hereon. ~ Install Terrp Type 17-2-70 Slonol Standard and Equipment Removed In Stooe 1. 17.Slonol Must Be Operotlonol ot All Times Deslonoted by the Speclol Provisions . ---- \ ' --------------- :.>--:i--- POLE AND EQUIPMENT SCHEDULE STANDARD VEH SIG MTG PED SIGNAL PPB NO Most Pole HPSV Type Slo M.A. Lun M, A, Arm Pole Ill ARROW I 29-5-TO 50' 15' 2-MASIAI SV-1-TI A I SP-1-TIAI 250W J PPB POST -- K 1-A TV-2-T SP-1-TIAI IAl • Install Mounttnos as Indicated. Boo Head for Futu-e Use. I To ~ PHASE DIAGRAM Avoid Trap, Recol C17 prior to 1151 "5_} -1,l; 02--02- I 112 ·: rf1.:~:3,:ij1------ ' I fi}J 112• 12" 12" YA GA. DETAIL •o• 5 Section Head N,T,S. IIT COUHh 12 Oro l'\.AN1 illPPROVlll. Dllfl l'OS MILU fOflll. f'flOJ[Cf B11le11·Auluae11 AHeelelH, •••· Two vent\Te, Suite 550 lrvlne, Collfornlo 92111 POOR DUALITY ORl61NAL SIGNAL AND LIGHTING MACARTI-fUR BOULEVARD / BISON AVENUE STAGE 4 SCM..[t 1"•20' E-31 ---------:----·-----------r-----T-----_J • I .. •. • ► GI 0 w ~ ~ ;i; ... ' 0 ► WG1 ~I ~I!: I: I .. u i ◄ u .. z 0 ... .... (I .... I 1'! w !c 0 ► GI ~ ~ a: Ill ... ~ IL ci a: a: 1/l DOW n. 0 ... 1/l ... u z a: z (I a: w a: 0 C) .... u (I NOTES (This Sheet Only>: O]Remove and Solvooe Slonol Standard and Equipment. Remove foundation. [I) Install New Type 33 Slnool Standard and Equipment as Shown In Pole ond equipment Schedule, mReol Ion Slonol Head as Shown Her-eon, [I)At the Beolnlno of Stooe 5 Install Boll Indications. Cornect Conductor-a to Match Phoslno Shown Her-eon. (]] lnstol I Ar-r-ow Indications. (!] lnstol I No,5 Pul lbox OS Shown Her-eon, 7, Install Type A Loop Detector-s as shown Her-eon. [!)Keep Slonol or Ped Head Cover-ed Whlle Not In Use, [!)Remove and Solvooe Slonol Stondord and Equipment at the End of Stooe 5, Remove foundation. Abandon Lead-In conduit. l!])Pull Wlr-e out and Reuse In New Conduit. Replace Conductor-s That or-e Not Lono Enouoh, [!] Uncover ond Connect Ped head and Ped Push Bu ton. 1!1}Abondon Loops. Lead-In Conduit and Type 8 Detector-Hondhole at the End of Stooe 5 . fi] lnstol I New Conduit as Shown Her-eon. 14,Slonol Must Be Oper-otlonol at All Times Except as Deslonoted by the Speclol Pr-ovlslons • ·' :,17~12 _1'11 - NI I '- POLE AND EQUIPMENT SCHEDULE STANDARD VEH SIG MTG PED SIGNAL NO Most Type Slo M,A, Lun M.A. Ar-m Pole Pole (A TYPE 33 8' MASIAI ,J!;!Hl, IAI • Install Mountlnos as Indicated, Boo Head for-Future Use. I I PPB elARRow HPSV el - rry;t P(OUC[D PLAHS \_ ' \ 0 2 / / m ., PHASE DIAGRAM ITo Avoid Tr-op. Recol 117 prlor- ""J q-~P-<> ~ ~2--. -96 \ ~--+ "-- " to 1151 IIT COUtTY IIOUTl 12 Ora 73 .c::::--...._,"',~ MOISTEAED CIVILP P\.NIS N'PIIOVM. IIATI Berl••·A11111H■ AHHlel••• I••• Two Vent1.re, Suite 550 lrvlne. Collfornlo 92711 POOR DUALITY ORIGINAL SIGNAL AND LIGHTING MACARTHUR BOULEVARD/ BISON AVE. STAGE 5 SCM.E• 1"•20' E-32 ffi ... .. ~ ~ IL I d ,c 0 I- z 0 ... Cl ... a: a: 1/1 . cow n. 0 - • •. 111-u z a: z Cl a: UJ J:Ot:> ,-u <I I ~ AWG CONOUCTOR RUN [Ji\ [/2\ 1/1' l,/4\ 1 J J J J 12 J J J ' 4 75 3 3 3 3 6 '1 3 3 J 8 3 3 A 2 2 IR 2P 2 2 2 lt1o1 4P 6P 8P 2 2 '2PPB 1 1 ◄PPB 6PPB 8PPB 1 1 1 1 PPB COt.MJN 1 1 1 1 SPARES 3 3 3 3 TOTAL 11 19 27 27 LUMINAIRES 2 2 2 1t10 COMMON 1 1 1 1 TOTAL 1 3 3 3 11 DETECTOR 2 2 2 2 n DETECTOR r\ DETECTOR 2 4 DETECTOR DLC 15 DETECTOR lh DETECTOR 7 DETECTOR as DETECTOR 1 2 TOTAL 2 2 3 6 CONDUIT SIZE 3" 3M 3" 3" ,-, 405' TO'\,CROSSWALK 212U~_ 1 ~--► NO Type Lum M, A, TYPE 33 8' 29-5-10 55' 15' . 1-A 26-4-10 40' 12' I-A TYPE 33 8' 26.:-4-70 45' 12' 1-A 29-5-10 50' 15' PPB POST 1-A IA\ J J 3 3 3 3 2 2 2 2 1 1 1 3 32 2 1 3 2 2 2 6 3" ,~ 1/2\ Ila\ l/9\ 14 J J J J J J J J J J J J 3 3 3 3 3 3 3 3 6 6 3 6 6 3 3 3 3 3 3 3 3 6 6 2 2 2 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 4 4 2 2 2 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 2 2 3 3 3 6 6 33 33 40 65 65 2 2 2 2 1 1 1 2 2 3 3 3 4 2 2 2 2 2 2 5 5 5 5 5 2 2 2 2 2 1 3 2 2 2 2 5 5 2 2 2 2 2 2 2 11 13 13 21 23 3" 3" 3" ,_3 ,_3 77 V H Mast Arm MAS 2-MAS SV-2-T TV-1-T 2-MAS SV-2-T TV-1-T MAS 2-MAS SV-1-T TV-2-T 2-MAS SY-1-T TV-2-T IA I~ J 3 3 3 3 3 2 2 2 2 2 2 1 1 1 \ 3 3 26 14 2 1 1 3 1 5 5 5 5 3• 3• 0 ED SIGNAL Pole 0 ARROW 8 -SP-1-T 8 -250W SP-1-T 2 - SP-1-T 2 -250W SP-1-T 4 - 4 -SP-1-T .. -250W SP-1-T 6 - SP-1-T 250W --SP-1-T NOTES <This Sheet Only>: IT] Reuse Exist Type 17.> Controller and Type 332 Enclosure. Add Sensor Units, Load Switches, Aux I llary Output FIie and Any Other Equipment Necessary to Acconpllsh the Proposed Opperatlon. m Reuse Exist Type I 1·1 Electrical Service. (I] Install Pole© as Shown In the Pole and Equipment Schedule. 4. Install Slonal Equipment as Shown Hereon. 5, Install Detector Loops as Shown Hereon. 6. Remove Exist Conductors and Install New Conductors as Shown In the Conductor Schedule. 1ST COl..tHY IIOul[ l'OST MllU PLAHS N'PROYM.. DIIT[ B ■rtoa·Aeo11111aa AHHlelM, •••· Two Vent1.re, Suite 550 lrvlne, Collfornlo 92111 7. Uncover Al I Slonal and Ped Heads Unless Otherwise Noted. ~ m Remove Exist Slonal Head. Add New Slonal Head Per Detall"O". (1) Keep Slonal Head Covered Until East Leo Is Opened, 112" 11 "D" :>--- _4... 0 ----116 ~ 111 "5_}~111 11A OR "5_} aA 1112- PHASE DIAGRAM 4-~p-«> ~ ----1116 1112-' 4----«> a2P 113 12" 12" YA GA DETAIL •p• 5 Section Head N,T,S. 114! ~ t 114 1 t ~I 114PI 1 1118P ' 1118, 1131118 NOTE I (14 Not In Use Until East Leo I a Opened . SIGNAL AND LIGHTING MACARTHUR BOULEVARD / BISON AVENUE END OF STAGING SIGNAL Pt.AN POOR DUALITY SCAL.E1 f'•20' ORIGINAL E-33 I • m----------- 92"-0" l 130"·0" -- I.but 1 Ootum Elev 00.00 843 DHION .. K. H■ioo/P. Liu OETIIILI .. R. Peng CPIHTITIU .. J. Slept / T. Ton ,.,r o-/\,.,.,._.,.,.,.,,,.,.,1,,u2,.,o.-"t P\.OT OAT(• .Jt•M•T'•tll♦ 12•01 ~fN ,,..__,, .tt.J2.,•11 Totollength of bridge • 803"~0" meoaured olong $ Romp MB-8 ------------·--________ ....;. ___ ~el 107"-0" (!)FS l 125"-91/2" 845 Proposed reinf box culvert i Relocated , Bonito Channel I ' I I I ----· 846 847 ELEVATION , Scale: 1"•50' i Romp MB-8 i Romp BA-3 PLAN ' Scale: 1"•50' -lo-0 ,,era,: Llvt La--01Nlh R. Price DUIQII -LIIYDUT .. R. Price/ P. Dickman K. Hsiao ~.Oickaon l'IEIJICAIIN .. P. Reber 128"-1¥4" 117'·61/a" 102'·6¼" ·1 -{i)(~ F'S (DO) F'S. (j)- Bent 7 Abut 8 848 849 850 i Romp BA-2 Sta 84 7•37.92 HS29•44 ANO Ill. TEANAJIV[ NCI 1'£ANIT DUIGN LOAO -~ TRANSPORTATION T. Ton &: . CORRIDOR AGENCIES P. Liu <11101'-L SCALE IN INC>£$ FDA AEllJClO PL~ I 2 UN.I-\ Released f()(" Conatructlon Approx OC olono i Rorrp MB-8 EC Sta 855•49. 75 OEN[ FOSTER .TCA CDRRIDOA cu 12-JJ2 EA 102540 HANAOER lNDEX TO PLANS Sheet No. 1 2 3 4 5 6 7 8 9 A[OIST[A[O CIVIL tNOINE[R l)Af[ PARSONS Cli LliUW, INC. lwo Ventu.-e, Sul te 5~0 lrvino, Co1irornio 97718 POOR O UAL ITY 11 TI.L ORIGINAL Cf!nerol Pion Structure Pion -1 Structure Pion -2 Deck Contours Foundation Plan -1 F ounda t i on P I on -2 Abutment layout Abutment Oetoi Is -1 At?utment Dato i Is -2 Bents 2, 3, 4, 5, 6 & 7 Bent Deta 11 s Typical Section Girder Layout - Girder Layout -2 Elostomeric/PTFE Bearing Details Joint Seal Asserroly Structure Approach Slope Paving -Ful I Slope 10 11 12 13 14 15 16 17 18 19 20 Structure Approach Oroinooe Oetoi Is Abutment Joint Seal Oetoi Is 21 22 23 24 .-Movement Rotin9 Greater Thon 4" Deck Drain Type 0-2 Modified Miscel loneous Details Lo9 of Test Borings 1 Loo of Test Borings 2 APPROXIMATE QUANTITIES Prestressino Cost-ln-P1oce Furnish Pi lino I Closs iul Furnish Pi lino !HP 14x117, 100 Tonsl Drive Pile (Closs 701 Drive Pile IHP 14x117, 100 Tonsl 15" Neoprene Strip Joint Seol Asserrt>ly IMR=6"1 Joint Seal AsselTbly IMR=-4") Structure Excovotion IOridgel Structure Bockfil I IBridQ~I Structural Concrete, Bridge Footing Structural Concrete, Bridge Structural Concrete, Bridge 14000 psi· Q 28. days I Structural Concrete, Bridge 14500 psi Q 28 daysl 72761 1512 8769 36 222 75 38 38 1920 1393 568 147 304 2052 88 Structural Concrete, Approach Slob Bar Reinforcing Steel IBridgel Concrete Barrier I Type 25MI 975940 Slope Paving IConcretel Mlscelloneous Metal IBridgel 1696 JO 3205 QC!ol RELEASE JUN 2 Z m\. fOII CONSTRUCTION LB LF LF EA EA LF LF LF CY CY CY CY CY CY CY LB LF CY LB IOOE NO, 55-735 MACARTHUR N/8 ON-RAMP SEPARATION CM POST HILE 2J.75 DISREGARD PAINTS &EARING [AAI.IER REVISION DATES -1 GENERAL PLAN RY STAGE ~YI • fY vc to ~-n+00:oo lev 90, 2 R/C.--O.J89U P.r $totlon 800' vc PROFILE GRADE No Scale •, . ·. ~. . •.. 372'-0" Measured AIOOQ ~ ROtTP MB-3 EB l------_:_ ____ ::.:=__::.__:_=-=.=-=-.:....:......:.__;=--=......1'-~____;~----------1v BB-...J--~ _ _!1~3~◄~·-o~•------t---~-'-~'J~e~·--o-=-·------r-:--~10~0~·--=0_· ____ 1 . . . . . . . -. . -ABUT I • r·ir---R A.-~ "-Ree@ Location Abut \. 4. •• Bent 2 Bent l Abut .. & •• DATUM ELEV. 00,00 I 347 348 J ◄ 9 { Relocated 350 • For-Hydl'"OIOQICOI Sunrno,-y, See "FOUNDATION PLAN" Sheet ELEVATION 1 "•30' .• Tep of Slcpe Boni ta Channa I ~ RCB-/ (2) . . . . Toe of Slape PILE DATA HP. "1 >< 117 Steel PIIH Oealon Loodlr,o •. _Spec I fled Pr-ob<lble I Ser-v Ice Load I Tie Elev Tie Elev 100 100 100 100 Tona ◄8 ◄J Tons 6 1 Tons 8 .J Tons .. -I l MB-J 27' -6" l Coat-In-PI ace =:::::====::::==::== Pres tressed Concret11 --.w----+, -----➔,-,w..-Box GI rder r i ' ' I I I "'·r.,. • • ,. r • • • r ,-• -,. r • • • ,..,. • -,-, • • I I I I t I I I It I I -41--41-J.+L .J+.L .J+.L .J+.L TYPICAL CROSS SECTION Scale: I •..s• Pr-e-Or-1 I I ed Hole Elev J7 SHEET ~ 1 • 2 3 ◄ 5 ' 7 8 9 10 II 12 13 14 15 16 17 18 19 20 Ill COJNTY IOITI 12 73, PARSON• DII uauw. INC. Two Venture. Sul te SSO lrvlne, Collfornlo 92111 POOROUAllTY I NOE X TO PL ANS OR I 6 I N A L TITLE General Pion Brldoe Deck Contours Foundation Plan Abutment 1 Layout Abutment ◄ Layout Abutment Details Ho Ab1.1t""'Jnt Oeto I 1 '! .,~ '? Bent Detalls No I Bent Detalls No 2 Typical Section GI rder-Layout Girder Reinforcement Joint Seal Asserrbly I Mox i nun Mvvanittnt Rat I no m ◄•I Deck Drain Type 0-2 Modified Concrete Barrier-Type 25 IModlfledl Slape Paving -Full Slcpe Structure Approach Slob Structure Approach Drainage Detalla LO<J of Test Borings I LO<J of Teat Borings -2 ·D Sta 353+-5◄.38 ro Ne ~ N21•00· 17 ·r . .. .·, -:.:::,-.. ~':.::.!_ .. ~ ,. ·, , , . , CURVE DATA R•1200' 6°31 • 52' 25 • T=-342,66' L-=667,56' . 0\ ,..., ·-- . . / ··-:====:-.· ··········-Brldoe No. 55-734 ? - ,• • • ·•:::::::-.. • •••0 --•••• See MocAr-thl..r Boulevard ~ - •• .• • • / · · • • ··-::::==:=:-~ ·overcrossJ[l:O · • n • Scal~~~~-30.. • •• ::::======.==:::::~::::·=:::::::::i ::? ESTIMATED QUANTITIES PrestresslnQ Cost-In-Place Concrete Furnish Pl I lno (HP ·I ◄ X I 171 Drive Pl le !HP I ◄ X 1171 Joint Seal I MR 3 • I 15" Necprene Strip Slape Pavlno IConcr-etel NOTES 28,905 LB 2,353 LF 76 EA 50 LF 43 LF 25 CY IPolnt •MACARTHUR S/8 OFF RAMP SEPARATION• Point "BRIDGE NO, ,55-733" And Year Constructed Structure Approach Slab Metal Beam Guard Rall Ing, See "ROADWAY PLANS" Concrete Borr I er I Type 278 l ,· See "ROADWAY PLANS• iSlcpe Paving See •su>PE PAVIHG-fULL SLOPE• Deck Drain, See •GIRDER LAYOUT• • • Retolnlno Wal I Ho: R1"19, See ;.ROADWAY 0 PLANS" ®see· "Benito Channel Ptons• 0 Point of Mlnlnun Vertical Clearance ~ Standard.Pion She~t No, ~Detail Na, • • For Cener-a I Notes, ,$ee •9,-I dQe Deck • Contou-s • slleet, ~ Structure Excavation IBrldoel Structure Bockfll I I Bridge) Structure Concrete, Brldoe Structure Concrete, Bridge Footlno Structure Concrete, Approach Slab Bar Relnforcl09 Steel IBrldgel Concrete 801"'rler Type 25 IModlfledl Mlscelloneous Metal IBrldoesl A62-C 80-1 80-5 80-IJ 87-1 87-6 87-10 88-5 STANDARD PLANS DATED JULY 1992 Excavation & Backfl 11 Bridge Bridge Detal Is Brldoe Detalta Brldoe Detal Is Box Clrder-Detalls Deck Dr-atna-Types D-1 & D-2 Utlllty Openl09 Bo,c Glr-der Cast~ln-Place Prestressed Girder Detal la RELEASED FOR CONSTRUCTION 790 CY . 435 Cl' 862 CY 201 Cl' ◄ 5 CY LB LF LB 215,0◄5 827 632 • 0CM AIUAs( JUI GUM Pal COGTIU:nof( -EIL~ QAIA [ ~, ·:VC Sia IU•BD.00 EVC Sia 157•80.DD BVC 165•00.0D • · • EJev 111,15. EVC Sta 171•00.00 14 .. -"ternalive 'X' Cloi• 70 • HP 14 X 117 Steel Pile 12 ORA 73 Elev 82.71 • 'r . • :J:-.2~6.:-1. ____ R __ l..:C:._•.:.0~.1i75~7it~·· iP~•~r..:S:.:t.:.ot~io:,:n.:_-+-___ :_· j·O!_::.!!JO~·•·:__ ____ J,!.~:_:~~~~~~~~~(._:_EJ;lelv~&9.H -Location Abut 1 (Incl WW)' Bent 2 . Duign loading · Specified (Service Loodl lip elev Probable ti2 elev Dnign Loodin~ (Service Lood Specified tip elev Probable tip elev • ,. ·0.15001. Per Station 1 10·• -1400'YC •• ,. 600' vc Bent 3 PROFILE GRADE Bent 4 No Scale Bent 5 Bent 6 Bent 7 Abut 8 Uncl WWI 70 Tons ·' JS 33 70 Tons 100 Tons 100 Tons• 1D0 Tons* 100 Tons 100 Tons 100 Tons Jt 26 * Reducllon for down dreg force• 31.5 Tons per pile al Benl 3 33.6 Ton• per pile al Benl 4 BB-~ Total length of bridge_• 1468"·_10'/z" measured olonq i MocAtlhur. Blvd . . r~-1~_1·_-1_0.._1/z .. " __ ------,.i., ... , --·------_j_~2'·.;;;.0_" -------••I1-•------~2...:.4.::.0'_·.::.0'_' ______ ,, Retaining wall Rl149, . see Retaining W~IIPlons ---· J:J Datum Elev 0.00 152 ~eloining wall R1149, see Retaining Woll Plans ... 44•0J.27 BC Mochlhur Blvd 152•46.60 •West Moint Rd 45•38.60 .\ 153 l West Moint Rd 154 ELEVATION Scale: l"•J0' \ Romp MB·J <t_ Reinl Box Culver 155 x For Hydrological Summary, see "F oundolion Pion· I" sheet. 156 -I--- ·5 ·23 ·20 -15 ·14 -8 J'·O"ll1'·8" ·-10 ·28 ·25 ·20 -19 -1J RIOl8Tl~D CIVIL IHQINl:!R PARSONS DII IL■UW1 INC. Two Ventire, Suite SSO lrvlne, Collfornlo ~2718 POOR QUALITY ORIGINAL i MacArthur Blvd I . • 97'·6" ·2'·8"111 Opening for the 24"111 Water Line Openings for __ ~==~==~= 48·4"1f IRWD • 3006. Pacific-Bell duclbonk PACBELL • JOQ5 Approx OG or roadway grade. For roadway cross sections, see civil dwgs Mochlhur Blvd 153•92.12 •East Moinl Rd 4J•J0.9J CROSS OUION "K. Hsioo/P. Liu IJ[TAII.I "R. Peng ., .... ,~ mwntTIU "'J. Slepl/T. Ton LIVI L(),i()IICh LAYOUT '" K. Hsiao °T.Winrow/ L. Oick!ton KCIFltallN "' P. Reb.,, -BC 154•10.93 -T. Ton ~-. ~ P.LN RAMP MB-J R•1200' 6·31• 52"25" T·J42.66' L•667.56' RAMP MB-4 R-1200' .c.-5o· 53'27" T-570.97' L•1065.86' MAC ARTHUR BL VD R•2000' Moc Arthur Blvd 155 • J 7 .86 POC • Romp MB-4 451•06_. 11 POC 6•42° J5'J6" T-779.63' L•l486.78' • ~ TRANSPORTATION ~-~----~ CORRIDOR AGENCIES 1 J GENE FOSTER TCA CORRIDOR MANAGER cu 12·JJ2 EA 102540 55-734 Scale: 1"•10' NOTES: 1. ~ <2) a> © ® ® 8 Point "MACNHHUR BOULEVARD OVERCROSSING" Point "Bridge No 55-734" Slope Paving Structure Approach Type N (JOSI Modified Metol Beam Guard Romng, See "Roadway Plans" Minimum Horizontal Clearance Point Of Minimum Vertical Clearance ~Standard Pion Sheet No a.._DetoaNo 2. For General Notes and Standard Pion Lisi, see "Deck Contours" sheet J. Provide 12" <length! ll J" (heiQhtl opening at J' center to spacing along median Type 50A barrier for deck drains. center 4 . .All deck drtJins IJ•~ nn .. hl~ D-2 Modified For details, see ''Deck Drainage Oeloils" sheet. QCII IE.f.UI tcllflll. _f 011 CONSTRUCT. MACARTHUR BOULEVARD OVERCROSSING STRUCTURE PLAN - DISRfONIO PIIINIS BEARIHO E-.IER Rt:VIIION DATU - SHHI Of 2 4J I I 800' vc -1.26~ POOR DUALITY OR I 61HA l 01ST COUNTY 12 ORA IIOUTt 7J POSI ..._CS TOIAl. PIIO.«CT I Rote of Change • -0.7188~ per Sta r .. , ...... eve 453+05.oo Elev 61.97 Datum Elev 0.00 BB 140'-0" 16'-10· Min vrt cir 455 456 457 Toe of fill Top of Toe of fill Notes: 0 0 Q) G) ® ® 0 @ 0 Point "MacArthur Blvd SB On-Romp Seporotion" Point • Br No. 55-732" Ile year constructed Metal Beam Guard Roiling See "Rood Pion,· Cone slope paving ¾" deep x 10" wide beveled recess Structure Approach Slob T)1)e 0-2 Deck Drain (Modified), for locations see "Girder Layout -f'rome 1 Ile 2" sheets. T)1)e 278 Barrier Point of min vert cleoronce • Note: for "General Notes . and "Coltrons Stondord Plans fi:Ji7Au-lev6· - ., R. So --DCSICN .. -DCfAII.S G. Buelow &a .......... , 6~/q4 .. --o.,...,ni-.:s s. King ......... . Eve 461+05.oo Elev 74.90 Elev 66.65 ~ CIVIi. CNCINCCR PROFILE GRADE No Scale 884'-0" Measured olon $. Rom "4B-4 241'-3" 458 459 237'-6" ~ Hinge Bent J 460 ELEVATION Pile Doto -Steel Pile ,· .. 50' Loco lion Bent 2 Bent J T)1)e Design Loading (Service Loodl HP14w117 100 Tons HP14x117 100 Tons Specified Tip Elevation -9.0 -16.0 Rood Plons" BC 858 Romp MB-4 • POC 1157+58.25 ~ Roule 7J 461 Probable Tip Elevation -14.0 -21.0 \ Romp MB-4 PLAN 0 R • 1200· 1· • 50' t,. -50'5J'27" T .. 570.97' L .. 1065.86' T • 161.84' Detail No. e==Stondord Pion Sheet No. R • 850' 6 • 21•33'34• 319.84' L • see "Deck Contours-frame 1" sheet. i----EB 105'-0" DAT[ W. KOO & ASSOCIA TrS. Inc. 792 TO-AND COUNTRY ROAD ORANG( • CA 926611 rAppr:K OG -~'.ong i Rte 73 ---·-- ·--'-I. ·. ,\•{, i ~a;;.Jj umA~1 =-~ J9'-6" 1'-9" Cone Sorrier T)1)e 25 (Modi, 1)1) •. Abut 6 Bent 4 462 46J 464 465 466 Pile Doto -Closs 100 (Mod) Piles Location Design Loading (Service Load) Specified Tip Elevation Probable Tip Elevation Oversized Pi-edrill Hole Tip Elevation Abut 1 (Abut 1 East Ile West Wingwoll) Bent 4 Bent 5 Abut 6 (Abut 6 East Ile West Wingwoll) 100 tons 100 tons 100 tons 100 tons 100 tons 100 tons 0.0 0.0 -2.0 -10.0 1J.O 1J.O -5.0 -5.0 -7.0 -15.0 8.0 8.0 36.0 36.0 Rel Woll, Rl 164 see "Rood Plans" SHEET NO 1 2 462+49.47 \ Romp MB-4 • POC 860+32.25 i Romp MB-8 wall R1162 see "Rood Plans• 3 4 5 CURVE DATA \ Romp MB-8 © R ,. 1500' © 6 • 14"57'J6" T .. 196.94' L ,. 391.65' R • JOOO' 6 • 03'11•44• T • 83.68' L .; 167.J2' t. Roule 7J R .. 4000' t,. .. 19'31'09" T • 688.02' L • 1362. 70' QClol R£\.tASll JU• I 5 9. FOR CONSTl\l.lC'TIOK 6 7 8 9 10 11 12 1J 14 15 16 17 18 19 fG--.. .~ I I •QQ#IJ!" I. ·---L-----··--··, I t I I ~◄-~-~-......,_ __ ,.... __ ~-w 11 11 11 11 I I 11 I I I I I I I I I I 11 I I I I ~ .......... ...., ..... '-' ..., TYPICAL SECTION 1· • 10' 40' Lt MacArthur Blvd 172+17.72 • MB-4 467+59.94 INDEX TO PLANS ..!!ru... GENERAL PLAN DECK CONTOURS-FRAME 1 DECK CONTOURS-FRAME 2 fOUNDA TION PLAN NO. 1 fOUNDA TION PLAN NO. 2 ABUTMENT DETAILS NO. 1 ABUTMENT DETAILS NO. 2 BENT DETAILS NO. 1 BENT DETAILS NO. 2 BENT DETAILS NO. 3 TYPICAL SECTION GIRDER LAYOUT-FRAME 1 GIRDER LAYOUT-FRAME 2 HINGE DETAILS NO. 1 HINGE DETAILS NO. 2 HINGE DETAILS NO J HINGE DETAILS NO. 4 HINGE DETAILS NO. 5 ' SHEET NO 20 21 22 2J 24 25 26 27 .!!..!!J.... PILE DETAILS STRUCTURE APPROACH SLAB STRUCTURE APPROACH DRAINAGE DETAILS 1 STRUCTURE APPROACH DRAINAGE DETAILS 2 DECK DRAIN TYPE 0-2 MODIFIED SLOPE PAVING -FULL St.OPE LOG Of' TEST BORINGS NO. 1 LOG Of TEST BORINGS NO. 2 - PROJECT ENC~ ---DATI: JOINT SEAL ASSEMBLY (MR • q K. Wong lOAII r&CTOII U~ 1.0AO,NC; NS20• U AND Al. TtRNA l1V[ 8RIDG( NO. Q[!ICJI ANO P(lll,ll l O(SICH lOAO ~ MACARTHUR BLVD SB ON-RAMP TRANSPORTATION SEPARATION .. ,--R. fores 55-732 (MB-4) K. Wong LAY0Uf A. Mouboyed Of:NE ,osn: A CORRIDOR AGENCIES POU..,.,- s. King lPl:CFCADS .. R. fores 1=1..: W. Koo fCA CORR10~R MANACCA GENERAL PLAN 24.02 ORION"-SCA&.C .. -S I ' I . I I I cu 12-332 R(-,S,ON 0A S IPR[UMINAIIY STACC ONl YI rOR RCDJCLD Pl.ANS r1:0f~1.:;~s D'!~; .. 0 -I 15'1Ctl I OI 0 I 2 l EA 102540 I I I I I I I I I I I 27 ~ 209+50, 00! P VC Elev 25,81 Profile Grode for Information only, match exist cross sloe>• ond o,-ode 800'! VC R • -0, 24275U / 1500't VC 900't VC Total Length of Wldanlno • 518'-o• ! BB 102' -o· t 121·-o•t 126'-o· i No Scale R • +o. 1 Hll'H I Sta Total Lenoth of BrldQe • 126l'-2J,4• t Measured o I on 'l Moc Arthl.r BI vd End of Wldenln9 21•-o·t 21•-o•t H l"I . • H ==-------~' ---a. ___ I_ I/® POOR DUALITY ORl61NAL RETROFIT LEGEND © Abutment Retrofit ® Hlnoe Retrofit DISf c-n 12 ORA 7J PAAa0N9 D■ L■UW1' INC, Two Ventur,. Suite 550 lr~lne, California 92111 ··--• r. -r ~~~ .. ____ =:...=_:-_ :.=.{: =--= = ==2;=z ==:: = _ _ . . 16 -6 t ml n : , ! , • --• ---,-r --.. --. . • • = · a = : : = :r = ~~..-- vert c I • • I: lfT • • --• • --• r ,---- II ,H .. -· I O Bent 2 00TUffl ~IUV a -JU,UU 4 · 185 LEGEND 6 (D Point •er No 55 -619• and year constructed (2) Point •son Dleoo Creek Brldoe• a> Remove exlstlno ovarhono, barrier and metal rol I lno, Metal rol I lno not shown. ® Closure pour~ aee •typlcol Section• Sheet. 4 7 (S) Ta,rporory Roi lino, "Type K". For construction sto9lno See "General Notes• sheet. @ Match exlstlno prof lie ond cross alope • Deck Drain, see •Deck Drolnooa Det011s• sheet Q Ex I st lno Deck Drain to be f 111 ad,. SH "Deck Drolnaoe Detolls• sheet. o Exlstlno Deck Drain to be protected In place. \ Moc Arthur 81 vd CURVE DATA Ro,rp U-2b Edge of Shoulder CURVE DATA A • 2500'• A • 150' o • ll"28'1l"• o • 40'28'14,46" T • 751,ll': .T • SS.29'. L • 1460,42• L • 105.95' Type 26 barrier Ede of deck ~ oc> of f I I I T e ontour-orodino-see ..;..,&.r.:=.....:..::;.;=c.=-:.=~=.:.. ood PI ons l BT +50. 72 '='~~......._.:....,&..,.._.~ s 1. oo· LT 8 ... .. -· Banl 5 .. . . -· Bent 6 9 190 MIRROR ELEVATION I • • 50' UTILITIES [!) -EM I at I M 2 ' -0 ' x 2 ' -0 ' oc>enlng to be fllled with concrete, No utlllty In apenlno. ~• r ! )' ' I 1,.,.1 J I •• ee'nt 7 U :au .:, 11 1111. 11 ::~~! Pi er 9 PI er IO Be~t 11 2 3 4 5 6 63'-o• [ID-Existing 1•-2• x 1'-10" apenlno to be extended, 12KV & comn llne. • "Protect In Place" [£)-Existing 2'-3", Ol)enlno, No utlllty In openlno. (ID -Eic I st I nQ 2 ' -6 " x 2' -6 • opening to be filled with concrete, No utility In Ol)anino, • End of bay toper and ' end of widening • Bo toper rood pl 88+70, 12· s.oo· L CIP RCB Girder Reinforced concrete calum TYPICAL SECTION fOII ClONII I NLICTIOK Abut 12 Artl1ur Blvd 51'-0"! s·-o·i 1·' -0 ·i l96+5'J,22! EB Elev 35.23! For General Notes, Index to Plana ond pl le data See •General • .... . ': - DlfAILS .. T. "· MATANCUIH~ -LAYOUT .. s. MAALOW -T. TAN ~ TR.ANSPORTATION " S. MAA\.OW SAN DIEGO CREEK BRIDGE <WIDEN>.,_,·' •. 1----+-~;,.;..;.;.;;..;,;.;,,;.=;.;...;.;;_...,j~=-~'·..:.T~AH;.;.._ __ 4-__ _.-=--------+-~..,,------t ~ CORRIDOR AGENCIES ,------------a.-tlflU " P. ACBCA -T. UH ara:•1CA11N " P. REBER/$. MAA\.OW :l:1 -T. TAN .......... .a-. ....................... ouc ,on1111 GENERAL PLAN 1111.J.0I-. 1CA1.1 IN IIOCS I CU 12·ll2 o _____________ ,o.._lllD.Cl __ o_ "-___ _:. __ ___::_ __ ..:,1 __ __:J:..,_.J...~EA~I0~25~4~0~-------1..:':.:!,.,,::.::'(~m~~-~-~-'..i--_-~~Jz::.~! 2800' vc RIC• -0,13311 • er station PROFILE GRADE -•. No Scale 1155'-5' • Uea11.red al l 58 . : ·. • B1tt--"i 130'-l 1 • t68'-3I, • 110'-01, • 179-95-.· Abut 1 -----------ttt-t-----_; - - -·-l.:~: ::~ rl~t Jk --------- edQe of deck (Left Brldoel ll: Pier 2 Datum Elev -80.0 1180 1181 1182 .. Oulhey .. J DUIGN J. . " ______ ,_,_ : DITAILI H, Michael .,,. ... . . .. ... .. GUMIJITlll T. Elalno Pier 3 1183 118 ◄ 1185 -· T, forr,an/J. (IIIIIQ --., .. fcrnan: --11:::: -------~~ , ' Pier ◄ 1186 ELEVATION SCALEI 1· -so·-o• ~~~ Pier 5 118 7 ...... J. Davidson IIUHAIIM "H, Wei ia ~ .. 7 • R. t. lerahow • • _J ______ _ 1188 . ,. 1189 , I POOR 00ALl1Y • ORIGINAL 1 &1'-10111• 111111 ~rfw Pier 7 1190 1 i 91 1192 University Dr North 1Futurel7 • ) I / I I I I 12 MOIITIUD CIVIL lNOINUII Pl. AHS IIHllllY AL IOY\.[ (NOIN[CJIINO CORPCIIATION ~,,..,-~ll"'H 100 H0IIE Avt.U, SUlll HO N, . SACIWHTO~ CALIFOIVUA HUI EB a ncMI\ANI-. NUAMDl'Oll COHITJIUCTICN Al POLL.OWi. , ___ _ EB 63,50' Lt l.Rte Tl 1192+28,15 48, 37 .. OCM IICL(t~ • . DEC JI L:ft u-n, L _SAN b lEGd c·REEk .. 'BRIDGE: .< L£FTJ TCA CDIIIIID"" UAN&Dlll , 24,l& GENERAL-·_ PLAN CU .IU32'. U • 102540. • . ·, . , . . . . . ,._.. 28001 VC RIC • -0.1l31"1 .,. atatlon .. · • .. , PROFILE GRADE No Scola 1121 '-1 I,• Meoa1.red al t HB 1 I :l~TUU•""" 1. tw Elev. ll.62 DATI Mml lNOINHRING catf'CIIIATIOM ~:,,..._~~~ 100 HOii£ AVll&J£, SUIT£ HO N. SACIWEO"D, CAL lfCIINI A ISU1 i----tell B,11--1 __ ..Jj12~9L'.,',::-!,!1 O!!.:•:_--t-__ l1!42[':_:-:!8l:.!1'1•:_~-,---1!.!◄!..!7i..:.'.::-~4J:,:,t:• __ -t ___ .!,:16~9~'..:-9~l,L•-:----r-~1~7.!.9_' -~l:..;1'i' _____ r-_-..!1~8.::_3_' -0...::,_' _____ 1 __ 17&""1_' _-9....-,._' ___ _, Released l()r Construction Section: Datun Elev -10.0 1180 1111 . -----.--, ---' -- ---------"""· BB 44.00' \ • 1110-+t0,93 d1tandcrd Plan a:.::: ,7:., __ , ..... I Ill 1r~. Pier 2 1182 1183 1114 I I I I I I . I ,--,, / :1-e-! 12-'"'""~ P-f-'i..- "'IOJ(r, t~-u I\Atl ./ --I II ~~ AbUt 8 Pier 7 Pier 5 Pier 6 1185 I 186 1187 1188 1189 1190 1191 ELEVATION SCALE& 1 • • 50'-0' Unlveralty Dr Herth I Futu-e >--::---/ POC { Rte 7 1185 I I PLAN t Rte 73 1191+10,81 POC • Unlveralty Dr North 98+86,31 POT . l NB See 'Son Dleoq Creek Brldoe !Left)' Bridge No, S5-731 L plans I Rarp JR-1 1\90 ) / / / I I I TD NEWPORT BEACff >-• I i Rta Tl 1191+91,42 I I I I I I I I I I I 1/ I I I I I II I I I I \ I \ I '-I . ..... , NOTES: ------ ' For-•1nde!f to f!lone1 1, _•p1 le Doto•,&, "I.lat of Standard Plona ••• JndeJC to Plana aheet. ··''4c»·~ ··t\ n•'-\ -" ... td c1:,ld1~ For ut I 11 ty I nfortnat I on, ... •ryp I CG I Seat I en. aheet DIST COUNTY IIOUT[ SHUT TOTAL eve 886+50.oo Elev 25,06 POOR DUALITY 12 ORA 73 POST MILC TOTAL l'IIOJ(CT NO, SHUTS +2. 78'& 500' vc RIC= -1,0074% per eta. PROFILE GRADE NO SCALE EVC 891 +50, 00 /4 Elev 26,35 -2.2n B(.:._ ______________ ___;4~8~5_'_-0::,._" _..::M::.::e:.:::O:.::S.=Ur:....e;:.d;:_::o:...:1-=onc...:i..;R:..:.;Ac:.;M.;;.P_"..::U.:...:N_-u;:_s=--• --------------------1 --------"-·,, Datum Abutment 1 36 • dlo, drl I led &hafts at abutments Elevotlon -50,0 8 7 E><lstlno Bike Troll to be reconstructed 85'-o" 12'-0' min, vert. cle<rlllCI fa- Blcycle polh RAMP "UN-US• R = 2100' B 8 t:::,,. .. 10"49'46" L .. 396,92' T == 199,05' Pier 2 110'-0" 140' -o" 85' -o • 8 9 8 0 ELEVATION SCALE: 1 "=30' -o • (D Point Bridge Nurrt>er C2) Point "Son Diego Creek Bridge" 0) Structure Approach Slob © Concrete Barrier Type 278, see "Rood Plans" Conorete Abutment 6 Parapet clecrCl'lCe f<r 12'-0" min. vcrt, I ·r [<µ1str I on Trol I I[ ~m Pier 5 Concrete Barrier Type 27 891 8 2 8 3 NOTES: (S) Rock Slope Protection, see Rood Plans <!i) Water Surface Elevotlon "Hydroullc Summary" on "Foundation Pion" CD Deck Drains, see "Deck Drolnooe Layout & Detolls" sheet see ® MBGR, See Rood Plans ® Crash Cushion, See Rood Plans 0 "Equestr I q~ DI smount • Worn I no For General Notes, List of Standard Plans For PIie Doto see "Foundation Pion" sheet see "Deck Contours" sheet. sign 48 >< 48 place oppro><, 30' EQUESTRIAN before falsework opening, DISMOUNT under bridge, See Rood Plans for Detol Is.----.. Toe of Top of Channel .. Chonne~ 1 Top of Low Flow Channel--.---BB 887+45,00 Elev, 27.24 Wet Lands Boundary Toe of ,_, ,e, I'"" I /~/ I <ii I I I "UN-US" B87+10 EC RAMP "UN-US• 883+13, 08 BC I I I I I I I I I I I I I I I I I / e 0 = University Drive South 108+40,42 DUIOH ----•1t•M•t_, DITAILI I I I I I I I 19"45'51" Skew ltypl I I I 0 9 PLAN I I I I SCALE: 1 ",;-30' -0 • CNIUII kDff 8'ACTCII J. Oulnc CMCl:11 UYDUT .. J. Quincy T, MCAii N N § 1 I "1 I EB 892+30,00 EI ev. 2.4. 5 Toe of Channel t; L~ • 1 ,· "'1 -1 ,,, ,,, ,,, !/,' 891 Relocated Equestrlon~/,_ _ __._-ir--- Troll, see Rood ' Plans for Detol la Toe of Low Flow Channel LJ-~ Toe of f I I I_/ _,, / / 7 / I I I \ I/ ' I I~-- T f 111 Existing Equestrian oP of Channel • to be relocated. Wet ands Boundary LIV£ LOAOINOt HSZC>-44 ANO Al. URHATIYE AHO HIIWIT DUION LOAO ~ TRANSPORTATION ocan J. Dov I dso., or GENE FOSTE!!' CORRIDOR AGENCIES ORIGINAL 7k-, w~ REOISTERED CIVIL EHOIHEER P'LAHS APPROVAL BOYLE ENOINEERINO CORPORATION 100 HOWE AVENUE, SUITE 250 N, SACRAt.£NTO, CALIFORNIA 95925 RAMP "UN-US " 50'-2" '\j CIP/PS Concrete Bo>< Girder mnrmnnnnnrn-=1 =University Drive North 96+-01, 25 trol I TYPICAL SECTION SCALE1 1 "=10'-0" 1 • 2, 3. 4, s. 6. 1, 8, 9, 10, 11 , 12. 13, 14. 15, 16, 17, 18, 19, 20, 21 22, 23, 24, 25, 26. 27. INDEX TO PLANS1 General Pion Deck Contours Foundot Ion Pion Abutment 1 Layout Abutment 6 Layout Abutment Detolls No. 1 Abutment Detolls No, 2 Pier Detol ls Typlool Sections Girder Layout No. 1 Girder Layout No, 2 Abutment 1 End Diaphragm Oetolls Abutment 6 End Diaphragm Detol Is Mlscellcneous Detolla No, 1 Mlscelloneous Detolls No, 2 PIie Detolls Closs 150 & Closs 150C Structure Approach SI ob Uo, 1 Structure Approach Slob No. 2 Structure Approach Drainage Detolls Chain Link Rolllno Type 7 Modified Deck Drolnooe Layout & Details Deck Drain Type D2 Modified Concrete Barrier Type 27 Log of Test Borings No. 1 Log of Test Borings No. 2 Log of Test Borings No. 3 Log of Test Borings No, ◄ SAN DIEGO CREEK BRIDGE CRAMP UN-US) 11--,wn GUAHTITIU Davidson i:'l'-7 T. F ornon TCA CORRIDOR MANAGER J. Elslno IPlClflUIIDIS "R. Trigueros 24,36 GENERAL PLAN ORIGINAL SCAI.[ IN INCHU cu 12332 FOR R(DUCCD PUNS 0 ' J EA 102540 .. eve 492-t-60.00 Elev 44.17 400' VC Role of Change • +0.8925,; per Slo -I.JJ% - PRVC 496+60.00; Elev 45.99 +U4~ PROFILE GRADE ALONG i RAMP JR-4 No Scale 500' vc Role of Change • -0.8J20,; per Slo CURVE DATA PRVC 501 ♦60.00 ., .. "-'° l -1.92%_ COJNTY ORA 73 Pl.Al'rtS APPROVAl 0Af( W. KOO & ASSOCIAT[S, Inc. 781 ro-..,.0 COUNlllY AOAO ORN-IC[ CA 81668 \ Romp JR-4 \ Romp UN-J Approx Original Cround O 'i Romp BB ;_ JR-4~------ 18°-0· min Vert cir ·-----~--- EB 0 A • 28"53'46" R • 2000.00' T • 515.JO' L • 1008.66' --------- .•. ~-.:.. ------------=-Retaining Woll ® A • 18"4J'Q6" R • 1500.00' T • 247.2J' L • 490.05' POOR DUALITY ORIGINAL \ Romp JR-4 I •·-o· Approx finished grade ot ~ '····-.. •., -•• --,· 2, o· Romp UN-J (Beyond) ~'.,; ·•.. t -'-• ' : -;. ...... min cir -"-: t _____ - - - - - - - - - - - - - - - - - - - - - - - ~-- - - - - - - jL Abut 4 1 • -g•~ ...... s:...· -__ o=-·....., ___ 2=-".;_'_-..;::o_· ---+-t--1--I' -9· Profile Grode Abut 1 (.:.J Datum Elev 0.00 B°e°ni" 2 494 495 Pile Doto -Closs 100C (Modi Piles Location Design Loading Specified Probable (Service Load) Tip Elevation Tip Elevation Oversized Predrilling Tip Elevation Abutment 100 Tons -28.0 -JJ.O Bent 2 100 Tons -28.0 -JJ.O Bent J 100 Tons -J5.0 -40.0 Abutment 4 100 Tons -J7.0 -42.0 <;=::i To Son • .... --v---y:::::::: . Top of cul ;:;I / ~ .-----t / 21.0 2_95tc2186 --- Beg toper ~-;,---------~ ~ Top of cut ~1 -A~ -K. Won .......... R. Fores --8. Simpson l•f .._ • 11,. f •; •• ,., .. Bent J 496 497 ELEVATION ~.!.".~-- End toper 1" =-JO' 496+32.10 POT~ Romp JR-4 297+05.8J POT~ Romp UN-J 498 499 Notes: Point • Jamboree Rd SB On Romp Seporoiion· Point • Br No 55-796K" Metal Beam Cuord Roiling See "Rood Plans• Structure Approach Slob Slope Paving-full slope Deck O,oin Type 0-2 (Mod) 0 Point or min vert clearance .--Standard Pion Sheet No. e_ Detail No. 499 -i. Romp JR-4 N J9"4 '42" W Cone Barrier T>1)e 25------ Prestressed Bo• Girder ,----•----1----, I o I I I I 1.,.,._ • .,._ • .,_..,,._.,..4, 11 It I I fl I I 1·1 I I 11 II 11 ~ ""6 1¥ ~ ~ TYPICAL SECTION INDEX TQ_PLANS Note: Section shown near Bent J 500 SHEET I 2 J 4 5 6 7 8 9 10 11 TITLE GENERAL PLAN DECK CONTOURS fOUNOA TION PLAN ABUTMENT DETAILS NO. 1 ABUTMENT OE TAILS NO. 2 BENT DETAILS NO. 1 BENT OE TAILS NO. 2 TYPICAL SECTION GIRDER LAYOUT PILE DETAILS-CLASS lOOC (MOO) STRUCTURE APPROACH SLAB BC 297+14.7.J '-----1--___________ -~~ ~f-f~i ___ _c~o~ of fill Retaining Woll Rll99 -:-:\ --C,..rop of cul • • M See Ro~~Toe of cut 12 13 14 15 16 17 STRUCTURE APPROACH DRAINAGE DETAILS I STRUCTURE APPROACH DRAINAGE DETAILS 2 DECK DRAIN TYPE 0-2 MOOIFIEO SLOPE PAVING-FULL SLOPE LOG Of TEST BORINGS 1 LOG Of TEST BORINGS 2 QCW a[L[AU PLAN 1· JO' \OAII fA(IQjl llllt LDAONC: 0(5'0, .. LAYOuT A. Mouboyed ll'(crc.,IIJIS "R. fores for "General Notes" and "Coltrons Standard Plans", see "Deck Contours• sheet NSlO-H AHO AL T(RNA n'-£ ...0 PCAM11 O(SIQ< LOAD ..... -R. fores ?.51,: R. fores OAIC)NAI. SCAl.f IN 1No,[S IOA ACOUCCO P\.AHS 0 TRANSPORTATION CORRIDOR AGENCIES OEN( f"OSTCR cu 12-JJ2 EA 102540 J 55-796K rosr Mil 24. 70 01SIICCAA0 PAINl5 9£AAIHC [AIIU(A A[.,,SIOH DA res FOi\ OONSTIIUCTO( STRUCTIOH: ,_,.y DATE JAMBOREE ROAD SB ON-RAMP SEPARATION GENERAL PLAN "1SIOH DA l[S (PA[U""NAAY 5 Ac;( OHL VI or 17 -.. -.. . , I· -.1 I ~ •--!! • • >-m ~ > II! "' . ~ ~ a• ~ ' s~ ~i ~~ a: ~ ~ .. u i ◄ u I- ... ◄ ~ > l&I b: l&I ... ◄ 0 • Ill ' • II 0 >-m ~ u ~ IC w ... ~ .... . '-' 1~~ -I - I -! .. I --... ----80 --... ~ - _!Q_ --~ ------ - --80 --60 - ~ Hf-f-ttH+,HHf+-H-H+H+H-H ~stl COUNTY ROUTC ·1·1· , 12 I Oro l3 l .. I• ... .. ,: ! .I. .1 .. 'lit u. IIA ;I ~I t~ ii I N ~ 11 t>I, .. ... . . .. .. .... ... 11, I I I .. 11 .. II ¥,'U~4-1 :( Ir I .. .. 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IS u i i.. d ◄ u .. • -l"I.ANS .t.,PROVAL DA 1[ '1 IJ L--1-V-AN-D-EL_L_A_ND_A_S_Soc-,-A-TE-S-,-,-Nc~ .• ~-r.:.-((A ~ t+i,i+M+H+.-l-++l-oH ➔i~+<H~l+4-l+HU-l-l-U.II-I-U--U+-l-U 11801 CARTWRIGHT ROAD ~~ff -IRVINE, CALIFORNIA 92T14 --- ' l l ·, I 1 -,n -M+,U,l+M-H-l-l~-1--U~l~l-l~-l-UW-U~.W-~.W+~,I-H+H - H + I I I - H + I - - I - H + I H t ➔+tt·t+l-t++,H ➔i+➔➔+t+H+H-H+H+<HI-H-ll+H·t+I--H+IH~-+H-H+lltt·H+ictt- l + t + H + t t t l + t t + t t + t + t t + l l - t + f + + l - 1 - - 1 - + t t + l l - t + f + l · • l l + l . j + j ~ - J + + - I - U - l e l - H + U ~ ~ H - 1 - ~ - U - U H+<l+<HH ~ ~ ~ ttttttt+Httirt-ttltt-HHttttttlttttittttttttttt+Httitttttttttttt't~ttii1ttttlttttt·tttt1ttttt· t t t t t t t t t t t t t t t t i t m l 1ttttttttttH;tttt!+ttttttttttttttt1rtttttttttmtttttttHlitt1·1ttttmttttH:ttlHtH-tH 1ttH-H+fifffHffHmfH-H-il+H-l4-H~Pl'+ttt+iftt+t++-++++++<1+1 ii --U!L u -s UL .1--1--1-u.1.1~-1--1-+++J-~~.w-1--1-, .• i .. !~.-+. ~l+M4#4+1--1-1-1-,c+++-11-+1--1-H-le1-1-1+1--1-1-H-<1+11Hl-1-H-,~1mwrn-u-l-l~-U-1-u.i:1 + U0~-t-U-1+U~1-1-t-1-H-Hl-l1+U\1-+11-1-1 1 U.e1-l.1-++1lJf+l~;/-1·11-+'ti:1ITf+l.utllLU.:t.li+w~~r:monlilurIDJ1ut u.uu.u~;~~~l~-l--l-++++~14-H4+-l-l+I-I-H1rH-I-H+H+I-H-ll4Ht'1;;!·IWJ..I- U - I - - U + - l - l - l , l - l - ~ > - l - - l - l - H + ' - I H ' H - + t + . - H + i l - t + f + H H I - H + i l - t + f - H t + t + t t + l r + H + + l - + + + H l l l ( . - + l - ! : U l . : U + I . 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IJP1!Ui UilH[l'l ii!p!t ~~r. -tt.llllSl1~ I'- • lilllj 11:]!ilFl!\11!'1·~ l~l!, 1 w,1r:!11 CIS T[R[D CIVIL [HGN:[11 ~ 'I;. ,-- i: I !i i Ii l di j; ! I U 1 ! ! I' ; : ! Ii !i j ! 11 !I: i I~ ,cv ........ !: w., uy:j•'J i 1 !;·: !1111i~d .J1 ~rd dr, i : : I 1: 1 r1 ill! PUNS APPROVAL DU[ ••• l!n • ,- IL:.. ; • I.! l: I I ;1· 1, 1.. j I Ii I: • if 4 I I' I : i l .r,. CIVIL ~' ,- .. U::i,:.JlL~;i,,J 1;l! :1.:.,~ i: , ~+P,•1; YAN DELL ANO ASSOCIATES. INC. .,If o, c11.'' : ! : : 111' II I: I!: I!; I::! I !i ; : ; I. 'H.'' '' 1 • 11 I :·1 • • ' I , II •t ••••11 ' 11 II t I 17801 CARTWRIGHT ROAD lilHt:H1·,Hrt,itt-HlHH~h!1. ;rl tiHlfi:: - IRYINE• CALIFORNIA 92714 • I! ! 1 ·II' •• , , .• 1.1 -~· '1 • i 11 ': I I I ii I I ii I l I I '' I • 11 II L I I • " I I ! ...... 't .... •·· .• ·;, •+ij !II 1 • • T \ i 1 • • ; ·, . - I'- f. ~ fil ► Ill m s: µao._ ' I!>, I'-@ w 100 0:: I! 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J ti ., : I'• I! 1 '• j: : i •II: I[ r:~r; 1Ll-1·11r:t•:-:H!1 r0 tr!:!· tf tt1·~11. a-~C - ; • 1 ·.'I 111 '' ·111 ·I' I' , 1 • 1111 I• I 1 ,I 1, 11 ~~ iOfU,~ ,, 'I' ' 11 I • ' • ,. ,.,, ' I • ! r' r· I"-;: • u.i 1-I-; '1· l ' .• : ·1··1·; H'1·1.1.l 1--1 1_d1.1 •, j: ASl[Rf;O CIYL £ltelt€£R ~ ~~ I •••• I • I'. 1· ·1 11 . I' 'I'' II" I 1' ':ii:'. I I I i· I'·,. i I I''. . ' : : I' I • I I': I ; '!j "'"'"':fldl~I) 11•· •• f I .. , I I I 1 I t ' • 1:,1!i7: r.; 1l-,JfH1~:-I· i}t!!L:P r1j·A,11i 1 • • • ·, i • 1 • • 1 · • • .. 1!' 11 • • • ·,,, .1 • 11 11 n, 1 • PUNS APPROVAL OU[ .... ""]. 'i I::.. . i I I': : I' 11 11 : '::::: ••• II • I • '• >'D • 1,, •••• ,. • lt~·t·-1··1• .~ .. ·•11·•···!1·;.,.,,-1-n.~1~~~1-1 11. ". I . • I • ' • • I I. I I. · 1 · I 1 I • 1 VAN DELL ANO ASSOCIATES, INC, .r~,f CIYL \~,. "'.' 1; 1 · t ... : I I.! : ' 11 • ' I I 1· I • : I' ljlf;I' l. :,::;i .. 11·'Ji!! ,till" li•1·l•!i' 17101 CARTWRIGHT ROAD o, tll\ , ,_ .... ; l. ' • ·1·r s+· 'I I , ••• 4 ... , '. t''' -~t TI •• , • 11!1ii1 111 l·l;;( J 11111· :11wu·1 iltl"I:; - 1.... . .I ., 1, ti, . . . .. 11 1. IRVINE, CALIFORNIA 92114 -,1,---1 ........ rl-,-t•··•·t•·+ ,µ tf -• 11·t1 •·· I f I 'I . l 1 '. ! I I I I • ' -I •; - P: -~: I -J· I ! ~: -i I I I ~ t I .- ~ I, Li.Q_ -- _iQ_ -L1,Q_ - -· - i-1 I • I ~ -- ~ La,Q__ - ~ L6.a... ~ - LiQ.. ' -1-2.0... -1 ~ --~ I ~. ;r - ~ , " i,; ~- 11 I i- I Ml ,\' I ' II 'I :1 I 111 mn -I"\ -... --.. -----, ... '. ... I I POOR OUHlll ORIGINAL I r --i.-- i.-- .. RO s ► ~ GI > ~ "' ~n a: "' > I- "' ◄ a: a I~ • • "' "' <tn ◄' ' In• • ~ m ~ 0 ' Ll1L s~ >-GI ~; •~ ~ ,, ai71 I ,; -:4"' "' uo 0 r.i . ;a a: ::JI ~ .. ~ u ~ .... . f " ◄ u .. 80 i:.n 40 20 i5 -... ◄ ... --: ~~ o-·-u a: z !~ U ◄ ~ t 11 i . ....... -n -A .. c...' I I I .... 1 II . -.... i .. -. fWa VI/I////, W#&1 '(/IJJJ/,(.' ri,. .. ~·,~iv&- L 1 ' ... ~ iH't n rn K• ,, H, ~ ~ b .. 1, ~ t,· t· . 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I • •• S,1111 • ..... ~---,·r··;-1~·-:· ~-h·-t~r~·•+ -~-;.-t11~·1t n:•+-~t .. ·~-·7"": .r~ CIVl. ~ I ':j1j1i'•'1i .·,1·· ·I' ;11'.111;· l•,,,11.; ;l YAN DELL AND ASSOCIATES, INC, fl~(~ ! • : . . ' ;. ! : ~ i ' l i . ! : i I i . ~ : : ; t .' I : ! t ' '. l ' I ' ' l 11801 CARTWRIGHT ROAD ,c. .. ,-:,·~J,.,,; ... ;,-f·•11' ·,·,•·1·•.!1··; ·tr,:,. .• ,. ·1· -' I '·111·'-• ·1,·1·•'·1 ·t· ' ' 1, I •·1· I ' • I' I •·:, ''I I· 'i•· ,: .: ·!11 ·''· • ·•: ..• IRYINE, CALIFORNIA 92114 ... ':' .. t!l: i; '. ! ·11· I : ·: ! ' ; : : I: I I I I l'. .11 I; i I! •. .......... --~--•~.'"•t·, .• , .... t·-~-:-· ~•~~:·l-1·1 .. ·-11",•1,· ~- I 1·· .. , 1·' I ,· • JI I I llll l ' 1··. I • ... • i 1 • \I 1· I 'I;' I: I I 11 I ! : .. I I' . I ·1 I I . ; I · j ! I : • ! i I I i ! I ' • • ' ! : ! i I I ! ' ' ; I ; . ~ GI .1.l ... 1 •• '! ~ J....1. 4 +,-i, u ,-. ..-. , .... _,~ ·.:•,.-: .... 4.: •• : ~;: - .. i .. - a 80 ~ µUL ► ~ m ~ ~ .., a: .. 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CALIFORNIA 92114 I _ _J__,.-MJ~H+11+++-H+l+++-H+f+HH+11+++-H+11+++-H+1+++-H+HM-·H-H+t+HH+t+ll+H-tt-t-t·dtttt+l++-ttt+++H+++t+H+t+tt-t-ttt+H-H+t+++H+t+H-H·tt+ttH+tt++Hr++tt+Hl+H-H-Hr+H+t+l+H-+++r+H+++l+H-+t-t'rl•~ ll ~; ••· L:., '11-r• ~ I. · I ,.1.L+, I ~;,._;...,,-'-LU......_. t,-• '• • • • • I• 11 • 1 I I • : I i----t H+t+++H+t+-H+l-+t+++H+t+t-ttt+t+++H+tH+H-1-t+'t~l+++H+H-++H+H-++H+H-t+H·++l-++Hr++t+-t+IH-H+++H-H+t+IH-H+t+IH-H+t+lf+l++++H-HH+l+H-+++H-H+H-++H+t+++H+l+++Hr++t+++lr++tttHf++t+tHf++tt+tll+H-ttHl-tH+t+ll+H-+t+H-Htt+H-Htt+H-Htt+H-H'N-+HHr++t+tHr++t+t+l+tltt+l+H-tt+lrH++t+H-+t+t+t++H HH++HH '- a ~ ~-t---t H+t+l+H+ttl+H+H-l+H+t+H-H+ttl+H+J H-H++-1--M~+-H+l+++H+l+++++H+++H+l-+++·""-Hf+,.H+l+++H+l•H+H+l-+++I--M➔+t+H+l+++H+l-+++~14++-H+l,+HH+ll++++I U+A-l+H-1-U-l+H-W+H+I-W+l-m+Ul-m+Ul-m~ __ l+H-W+m--l+H-1-l+l+Ul-ml-l+ll,U.:l~+Ul!W--l+I-11-1+1-+l+l+I-I-H+H-l-l+H-H+l+UH-H+t+l+H+H-H+l+H-Hl-l~H-++I-I-I - I ~ i a1---t-~H-H+++~~+H-++H+++1-t+t+H•H-H+t+tH~+H-++H--l+t+t+l~t+++r++t++++-t•~l+++-H+lf+H--H~H+,~ UQ... 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I ◄O :I H~H+t-+-1 H+J+tt+l+H+t+l+H-t+HfH+tt+HH+t+H+4H+l+H+++H+4-H+H-H-H+l+H+H-l+H+UH-++~l-lrtl+lrH+l+H+H-tl+l+H-l+H-H+tt++tt+t+lttt+t+H+4tt+HH+t+-H+4+t+H+4+t+ttti+H-l+H+J+HIH' 4-HHIH+H-tt+lttt+t+HttH+!f.H'H+l+H+ttttti+ttttti+ttttti+ttHHl+lttH-1HH+H-1lttttttlitttttl·ttttt+Httl H+;++H+1 LIQ_ ,I 20 H-HH+4-H+l+H+H-H-H-1-H--l+l-l+H-l+H+t+H-H+H-l+H+ttl+H+J+HH+UH+l+UH-l-l,-H--l-l-mi-l-l+t+Hl+H+l+ll+H-+t+l+HH+:1+H+H-1f-l+I--H+l+l-l+t+l+H+t+I-H++t+l+I +-l+t+++H+tt++Hr++t+t+,H+t+t+ftH-tH-l+H--tH-l+H-+t+t+Htt+H-H+t+t+H+t+t+Hl+H-+t+ll+H-tffir+H+t+ll+H-H+-H+tt+t-t+H-ttt-Httttt1Htttttltttt-rttttttltttttt1rt1 L2..Q_ ~~-il---•HtH+l+HH+t+H+H-H+l+H-l+H+H-l+H-ttl-ttti+H-l+Hlttttt+l+Htt+lttttt+l+H-tt+l-l+l-tt+l+H-H+H+4+ttl+H+t+H+4+t+H+4+t+l+H+t+ttti+ttttti+ttttti+H-H+l+H-l+H+H-tt+lttt+t+H+4+t+~H-++t+lttl+t+H+4+t+~H++t+ttti+ttttti+tttttilttttt+lttttt+Htt+t+Htt+t+lttt+t+tttitt+lttttttltttttttH-ttitttH1+H+J,H-l -~ ... ◄ ... . ' I-IH+H-tt+l+l++H-IH+4-t+Hl+H+H-ll+l+++fiH+4+t+H+4H+l+H+H-H+l+H-l+H+H-tt+lttt+t+lttt+t+H+4+t+l+lttH,Htttttil+lttttil+tttHttti+Htt+ltttt ._ ~~~--*l-f+l+Hf™ftfttttll-H+-l+~+HH+lltttttt,,H+tt-t-f-Hf+++lfffitt-t-ltttH+11-H+Hfll+l-+ffi11+H-·H·ftfffH-H+ffH+t+Hfl+FfHfl+HHflffifH-lftfttttlFm+~H#~~~ l I U :===: :::::::::::::::H 1 -1-11+++tt+1+H-l-m+J+t+Hl+H-H-HH-H+t+l+H-l-m1+H-t+Hl+H+H-1R+++H-11+1-1-H+H-H+t+H+4+++. ·H+4+t+H+4+++H-.. 1+H1ttttt+H-H_+1_ +t+1+H+H-1+H+H-H-H+ttl+H1+H-tt++H-1+H+H-H·-H· 1-1-· H-H+t+ttti+ttttti+H-H+l+tttt+l+H+t+H-H-H+H-H+++l+H-+t+m+Hf-f'f'1 n" H~ -tffifu=tttHhm =r"-1,A ~H+tt11+ 1 m-1-1 = I Ii', I H~~~~m-H+H-1+UHH+l~1++1-+m+~H+H+H+++ttH+H+H+H+HtHtttH-1+H-tt+t+~-~-H+t+ttttH-H+H-HHH-++m+t+H+4+l+t+lttt-H+H-tt+t+lttttttttilttttlttt+l+H+H-H~+t+H+4+l~-H+lttHITT+H+t+H+HHH~~~•m~+Ht•HHI .. I_H_ I ·-.... I - + - + - + - + It + ... POOR QUH\H ORIGINAL 20 60 II IJ t ,, n n - .., 9 U b n r;l p r 1, J:: - tttttt·ttttffiltt,ltt,fH-1fl+1f+J1f.l-l1~1-l l~I.U - • ·l+llfH+·H·U L&o... tttttt-t+HHf1Hf1Hf1,U-l-+l-1-+l-lfl-l II J.LILUJLW i- u.a... Lli1.. - mtttlttl~tHHttHtt·ttltH+H·H+-J.Hlt+lt+"-tiU!UU!H11W ._ I- ~ - ~ -- WliL - LiiL - I• I ► I ID I ~ .., ... ~ ◄ Q ~·n J ◄' ' IC 'I' 'I' ~ B ' St ► ID ~I ~ ~~ ~ ~ ◄ •--) a: ~ ... ~ u i "- u ◄ u ... 60 40 20 60 40 20 60 40 20 60 40 20 ·-0.. -- II -' I i l -+ -+ Ot$ll COUNTY I ROUT[ I TOTAL' .;;i;;:.c, I .. ~· lsHi.ltt. 12 I Oro I T3 I 23.T/25.5 I '>"9 I ~•" I I~ • II l"\'I ),\ I I H-l-11-1++ttt-t11~i:mmmH+l+f-lH+1-tttttttttttt1ttt1mmmrn I I I " 1---m- t- J.Q_ - ~:IU\ -I m!J ,- ---·· r=e ~ ~ ,, ' ' !-j t µ ;.- ~ 'I t I t- ~ --· _lQ_ -- - ~ t- _iQ_ ,- 1-l!l II ~ ,I. .~ ~ V ,- II ~. , .. Ii i• I-" ''D .. ·;, -I - + J, + + + n I I POOR OUALITY OU6UAl - i---~ 12 I Oro n I 2,. 112s.s I ""o I ,, u · · ·ttHif+l+t++++l·H+H-1+l+H+H1-1-ie1-11-1-1-H-1-1i+1-H-1-1tttttt1rttt1ttttttttttttlitt1rtttt-HHtftftt1+1+HJ1-H+ 1 4 - l + l + m U - H U : U U i l l ® ! W l i l l l W t U . W l W /J &«.tm::M .b':tDI™ t++t-<l+I-H Jtttttttttfi+ttH-ttH+f+H-11+H-i~il+l ➔➔ 1--~ ii£laisttR[O CIVL l~lR~ ~· I~ f.~ "'<~ I Ii uvr•:te111\f;:l 1+t11ttimtttt1tt1iiffi~HttftttffH:ttflftnHHHHHHftIBIH+HHHH+l-~~l+l+l-l+l*i.u1-1-U:u.uu.uJ1llillLI1l1 60 ==-1'\.~AH,....S""'APP"""R"""ov..,.,.,.,..,L 0-,=u----w -UY :-)'- 11 • •• S/J/11 °/4• lttttttt11mrt1ttttttttttffiH+fH·HHl~HH+l+11-R+1-+++H+!l~t-1ffU1+1+U-H+U-1i+wJU.U.UUJUJ.WJL i l l W B YAN DELL ANo Assoc I uts. iNc. "~11 crvL ~ ... .J,. tt++H+H 11801 CARTWRIGHT ROAD ~\\ IRYINE. CALIFORNIA 92114 - ttttttH+t+l+H-l4-1--1-11-U l'lHHHH+l-H·H+lcH-ll!'tlirtttt-tttnHttH+rnffH-JH+m-1~1ll+UU-U--I-I 4 0 ttttH·H++H+HI-H~HH+HHH-l+H-H (ttt11ttttttlttHfflt1iiitt14-l:ttlttttl·tflffiHtffiHHfrtttHttHtHtH1:+H+tH+H1H+m+H-l+l+wJ~lmm+i-~-W.l. U - l . t t l ' t 1 1llilllklli.1bijlli:cf:~ f Hi+H+ttt+Ht+Hitl,·j;.l·.j, Hl ttttttttttttti+ttH+H ttt* tt1~rtt~-J~T ml-U m~~.t,: Ii\ rrrwmt l!'ffl}TT'IH\~\ !!"M' ~'. t ~-TT'! Ii l l'TTI~ ll'TT'~ !.l'TTl~,.,.,11 I ~~ ll'TT~i,.,., I) !'""'l , ...... _\ t'""'"""' __ __, I . . tttttttttttttttttttt~ltHHf-H+mt-M®®Ulllllli: I I iii. 11 ! I ! 11· i! ! i:i I! '. i !~ I tl ! ! H ! H i i i! 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VJ/11 • --YAN DELL AND ASSOCIATES, IN<, , • ., O,L i . -.. 11801 CARTWRIGHT ROAD ~\ IRYINE, CALIFORNIA 9211 ◄ -I : . -! -· -·- . .. ·--· .. ·- --.. -- n ---· --- -· -----.. .. .. -- -· : .. ·--- ---.. . .. ---.. --. - ··-----· ----· - . -- -- Ii 11 II ---- --·- . -b H ~ H -. - . -.. ,,· -I ·- ft ' , . I I