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HomeMy WebLinkAbout12.5-176ABi }TQ�� MILE TOTAL _�ERULECT4NUT a. Wool C ooli F IN luz soiL III Toll I IAITI LO ATION TT ti, MAP "" W AL Uom 1 STRUCTION P 29+30 Ana w Sha P 3 1«,00�' 3 a .,ta" direE�� a I I j >y/b IiSQY9B�NCVI WellTfU a C TAP orph2,P-,,AP usiiiR Con}rac N 06 38180-0 j EA 38000 i .. _ �, E 1- ���= �� 3' 8' VAi IES 46' IO ]3' ` _- VARIES S6' i0 4T' 3' i � I -{ ( "A2 6 '�� �— CURB AI fi URE- A2 E _ q _�,_ q-� �Ai-6 Ct;RB CURB o , ��. I E 'w - .�.--- �--� � � oe - --- —' � 3 u'�rA n�a r----- – � �i E� Exl_, Ex ua_B h i '.. a� `0.33' CONC SIOENALK __ PANAMA LASE S 24.5 O SA ;a_- i 5 TC STA "P"� 2 �� - _'_IN=_ SawCt, �E '12' 2 2 w=AVIOUT �Ir'F CJRB��~ ' BA i [ YPl zy, _ _ Y � � Pc .� � zr ��I � I'a J 3 MIVO AVO ETE _hTUF'�J + 3' i 6' _ VARIES 4 TC ? ___ .iES 4T' TO ]9' i � —AI -6 C'..RB I i � i-5 b � � CURB ..UR3 I 2 6 - CJI B' \ � � \ y HIST �'✓MT _. 0 33' CONC SDEWAEK I io q„ __ Pa�nMa � an ]4 STn -'a 96 .G S 9�`.' SiA 'E 7 39.00 TO STA �i�ti I - _�__ — —. n s L. :.. ' ' `I _. �<� � 4 �F J ---�% __ �:. .1. ;I // jf�� z`, TYPICAL CROSS SECTI9NS vc scnEe X 1 ��� _. Den_— �eoaol_ _EA I ` _.. .� i, - - - FIT a v If dol FUL Id ood 9 - _ 'ES' LINE 4' 16 8' 3' ~ I.iNE. �9 ri OF '' �i� {�rOe 11 %B' 14'. 4 _2 6 'CURB PG VARICS A2 6� I PG CURB VARIES 5% KILL 5' I1� I 5% 4 VARIES 8" 3' 12' T0. 2-0 yy A2 6 CURB PG 2U VC 5Of % q1 d II�✓F _..FIFy 'U - @ FIVE RIPSERESIVIC Old. REHR Sm H ` �« PookEd 40.�t. X4K 0~ SUPER L sIF? e� e,am+.coRs+a+. ZSP�ti RFMST —_ �_n?a , L St N _ RA'iS! FYFIFA .T E� T E .0 Z.V N ,.- _ ORIn ,�C,� ��pEMP c ASO _- IF EX I ST I FOR d w Ad RAMP ESFEE RAMP EN RAMP_ NE" GROUND >__ S7A 476*BO TO 477 12 _ STA 468+54.59 i0 469E-22 STA 473+00 f0 475+25 IF EF n FEE ko o 'do NE_LINE � ONTO NE SAWCUT LINE 'SE'l NE — VARIES I_9' 3' _ IFEX ST EP 41 24' 81I - - 1II- A2-6 CURB A2 6 3' , VERITIES II..II. AZ -6_ T 4 r 3 10'39' PG GRPBE TO rDRA N SIE 4 FEE: FLY Had i r '3 -PO CURB LUfi._ SHEET G 20'40 P 5/ 4.}5/ 03 SUPER % / A 4/ Of SU4 ER — i Folit Ed* LEE 57. lSO _ OaP _= J� Not ofE%IST PVMt LAK OR _ EPE�P\N - FIFCQTT4-q 20 VC -20 VC.CP B CURB CIE 0 CA TO REMAIN .__- 5\ B �EXISi IF Sr NO RAMP TERMINI r2AMP i'-RMN iE MATCH EXISTING CROS 5 SLOPE `EXISTING G GROUND GROUND RAMP NE'. GROUND RAMP SE'. y:Y W ,. RAMP NE` ;; STA 75+L5 T0476«5` 4 � STA IFX.. 77«2F T 0.479+20 A, 2 SIA 47I+80 TO 473+00.00 $ Q r L 5_ OT > LL"Wood LINE G) F R4M_.�._ VAR I ES_ 2 IO 6' dd�2, f O • SINE "P' LINE 4 TO 14' 31 9 2J $ 3' of j' fff FEE A2 6 AZ -6 A2_F -CHAIN LINK RAILING PCB ,1 Q 3' VARIES 4' 32iF- TO 3T'-- :.. CURB CAB CURB (T PE TI OAL D KE Fdo Q A2 6 FFpG -RETAIN NC WAIL: 5X pG 5% UI'LRO. F CURB GRADE TO GRAIN,1/ -� SFE SnEEi.0 OR SU'PCR 2/. ` IFOR LOCA ICN OP2'/ -F <q OR 5A SUPER o� '.IF 20 VC-� 2:1t{�' Imo'_ —._ SFE HECT R. 1I �+ROUNDNG _ _,\� �T�`P'" "� LEVI (OYPVC'[rY I`� A WON— ONC F 3� SIDEWALK C PAVING a `EXISTING GRouNO "SE" RAMP W'N" - RAMP WN addRAMP 111. 1-- --4 �` STA 479*20'..TO 80 -Op — — STA 474«I2 TO 474+.87 SiA 474 67. TO 480190.00 5'; x SO ca FoO Ed OFF'Nod LINE IT la F' 6' 10' 14' VAR 6' 47' FROM 'WS' _ NE TO 21'3 L NE I 2' PAVEMENT STRUCTLRAL Or OIL 3 10 14': 4'AFF- GRADE TO A2-6 RAIN. SEE D A2-6 A2 6 R B SECTIONS1 r L µ..F FEELcD B sneer G-1 RC ��_ cuae PG I 0.55' At. (TYPE A, A {Ir �L ' P SlofUPERFood 5% SOFFUPER 2K 12/. Ad 0.75' CLASS 2 AD I I Fill+� v A 20'VC �P.� A-- CURB . 20'VC 2�P fR 0 33'CONC 0 0 C- h. F3TDE p, CONSA PAVING -0,50 CLASS 2 A�'�F .G f r`,^ %I lo L ���jjj V' k. "WS" TYPICAL CR0s9 SECTIONS f RAMP "WS .,FF� RAMP IF STA 483<50.00 TQ 485 F A SIA 485+1.3 TO 48 148.00 No SCALE .X,_.2 $l 'IF IF ICU ` £o Fal dd�dokdk— INCHES—__V'--�1_.. 06152 .`EA 380801 .__ _�_-._ _--_.—.— _.__ T— __—_--C _— ._ N A OA GENERAL ROAD WORK M SCENEGUS r Abbreviations - `, `� ❑ ■ �' DRA`NAGE C]2 Drainage I +a J73 Drainageis r its If sk or ST. adi art is i rz . ,A e a 1 ^ or �a € aq r s d ; �. ■ A I GB;Sdil le ❑ 074A N A OA GENERAL ROAD WORK M SCENEGUS r Abbreviations - `, `� ❑ ■ �' DRA`NAGE C]2 Drainage I +a J73 Drainageis r its If sk or ST. adi art is i rz . ,A e a 1 ^ or �a € aq r s d ; `— '-�Y i ■ A I GB;Sdil le ❑ 074A Drainage Inlets Cm �., ITo Oa Y plane Od+ad € � �1 - O A20A Pavement M nos d Traffl Lines, TYPT6 D tolls ❑ D]49 Drainages ❑ T4 '. { Tem y Traffic ■ A209 P nt Markers end Traffl LI es. Typi Data! Is ■ D34C n Drainage inlets; Detalls T o t it System for L G su o F ¢way6 end ..' "0 A20C,P ve en Markers end Tecffic Lines. TIlk yplco[ Data s: ❑ D]5 Pip Inlet 'Expressx[ysTic ;e Ilk kY RSP A200 PrnremdMM k MToftl U 1potolls' -❑ D]]A Gr D t Its + ■ TIOA Graffi l 'I System for I-one and te Ulcoguretiona -1 8 RSP A24A .Typo PwemeMM dW A ❑ 077B BicycleProof G Details .. I AZ4B Pavement Arrows D]C Alfive l need Cover or Type CL end OS and Trash 0 IT Traffic Sfor L ' o o M Itliep rarrc Rack f Typo OCP plat Conventional 415y.❑ RSP III Pournin1M rklrg5yeam N rMia(s ■ Dib Guitter Oppressions ■ T12 Trolflif C for L C M Ifll A240 Pavement M 9 d n ❑ U79 Pr + R Far d C PID CI T Design hod i Con i G1 Y❑ ® A2q� P M ki liWords and Crosswalks ❑ D80 Ca t l P 2 F C t 1 B C t ■ i 3 If If Traffl C t l y i f L GI Two Lane ® A35A Bertrand C C t Pc y Error t .] ole Conventional H15 ;. 1 ❑ D81 Ca + PI ePainful C n Double B Culvert ® A62A Exleakalk end B kflll AmCelioneadiS OelaTfa❑ ■ T14 TrafficC t o1 j t to,, R p Closures U82 Cc 1 PlaceParallel Can to Box Culvert Ski Icreate ; O 462B L f Payment f Excavation d 0 kfi11 B Idge- Surcharge Cot 14 and Wall BRIDGE ❑ 084 Bo { WI y II Type A R,c ■ A62C LI It f P y for Excavation 8 k 1 Bridge ® C0 1 Br dg Detail is ❑ D85 Bo Culvert W ng s- Types 0 and E t ' A A620 Excavation end B ckflll Concrete Pine Culverts ■ 60-3 Bridge Dotal Is f ❑ 086A Box Culvert leffork Whei is 6 ❑ A61E 'Excavation and 9 ckf 11 Co + PI cie Reinforced Concrete BoxSpite- O 80 5 _Br dg D IIsand " Archulverts ❑ D860 Pip Culvert H d I Endw dWarp WI g IIs O A62F ExceaGn and BackFlI- Metal antl Plastic CUiver+s 86C Arch Culvert rewosErdwlis anWarped Wi ❑ BO-13 BridgeBill Is❑ . ■ 087A Gv D t B23 IC,1InDri a a s C n eta Pill a E Ir %O 8 47A M ■ 0078 '❑ Ov Id Drains 025 PiloDd Cl 4 d CI 70 $ 1 ® A8 Markers ❑ 8?-8 '�P11 p I Cl 45C arid Clean 101TI B A13C 0 I1 'C nellzers end Darr cases ❑ D87C midearproliks ❑ 088 ConstructionLo Culverts ❑ B2 9 Lo tl Test ha I Ue+ol s. ❑ A74 Survey Monomania "- ■ 83 ing r ❑ A75A � Concrete Barrier Type 50 ❑ D88A St +D f S SteelPlate Pipes, Arcand - Vehl l dercross ngs ❑ B3 2 H=32'-361 -Re A Wal.- Type I, H=32 36' ❑ Al Ari Greatest Dorger Ty0es 50EF p Ret trig Wk A i ❑ 089 PipeH d❑ B3-3 YP¢ $ . ❑ A75C H d gh Glare Screen ❑ D90 .Pip C 't He d Endwalls and Wingrralis Types A,B and C ❑ C3 4 Ra Wal I- 0 2 r9 ' +$ R A"TA . mate. BG ' tl Telling ❑ 093A Pipe Riser ronractlork❑ B3_5 Counterfort Pet g Wall- Type 3 O A7 ?a Meta i Boom Guard Ro llIng- . Starraddro Harrogate ❑ D935 Er until Inl a ryser Contact Ions IT B3-6 Coun ferforIf Ret Ir i rig No II- Type 4 ¢ i. 8 Al 7C Meta Berill Cuortl Ra my -. Posts and Bioa ks ❑ D93C .Pip RI ITt Debris RGck Cage ❑ 33-7 Retaining April pO 5 0 RSP VD Gua 0 R071 Forks " ■ 094A -Me d.P F d End Sect t ons D B3_8 Re g wall Da Is No. I A RSP ,9IE Read Roll F es 0948 Cr 4 F' .tl End yen t ion ❑ RSP 839. Rei I 3 W IGeI lis N E g ® RSP OF. Heal Basis Cook R011sor l eNMrmrs DetailsY ❑ 095 Concrete A.- C : ❑ 03 iq V! TypeG-6 0' N 1 i O RSP All Sears Roll For gnclnr direo.F ql .Ret " 11 'dwa ❑ 097A t d Find Rai g D N Annular Coupling ❑ B6 1- B D 116 ® A]]N Guard R End Anchors (B k Y V 1 0.5+1 Ca C E Strop and Argle Combeell a B&10 U. Ilty idderlIkkkasil T Beam 5 A]]1 Fork ord Guard Roll End Agradial ❑ 0910 Corrikedusid carol Pip Cartel Ing DerlI No. 2 i Bond Coupler M 36-2 1 Joint 5 (M3yTnlLJh Moveme t Rating ;_2 ') 1 11 ❑ A77J Guard Pal I Contract Tons to Or I ran Rol IS. R 9 Weiis and Pierce Details end Ab 1. i'U ❑ D9]C 'Co cot Flats Pip Carlo ; D o Is M1 3 Helical and 37-1 Box Oak 11 ❑ A]]N Guard Roll Conarectudis to bridge 5 decd and Curbs ThIversol Couplers■ ❑ 67-5 'DeckGDrains ❑ A78AI Thirle Dean Barrier ❑ D97D Corrugated Mel l Pipe Coupling Doll ls No. 4 Hugger Foupl Ing 0] 6 Deck oro n .typo D one BIC i lik1 ❑ A78 Trurle Boom Ba(ruck Standard ford end Missal al Detail is Birds - [l 87-10 UT Try OP fng r D RSP NBC Thrl Deo Back-End Avilar - ■ DO IE : Go rated M P p Coup I o D 11 s N 5 Standard Joint ❑ 87 11 I[ Utilit D tans t ll ATBD :Thl Beam Barrier Cooperation to Concrete Barr Ter Type 50 i O D9]F Co u v eJ Ale-al Pipe Coupl nB D_talls No 6- Posl+Ive Jol nt ❑ Bi 5 Ce + In P[aoe l a..tresser G r Deihl IS .0 ITT A78E :. Thr i e. Ream Barrier Connect l ons to Br i. d9e Be lis O 097G Lor ucafed natal Pipe Coupling De }<il is No. ]-. Positive Joints ❑ B11 ] .:'Chain Lirk Rail ll a T F ❑ ATBD T I B Barrier Connections to Bridge Curbs, Reta n'ng WarIs anis Downstairs.'❑ 8'I 47 Ce Taillike .' _s 'o d Abutments ■ D971 ReTrifickeed Concrete Pipe pork-firlinorced Concrete Pipe ❑ B 51 regular Hand R in Ago Thil Beam Barrildr,Errargearcy Passageway 51 d d tl P t Joints 9 B 52 Chain Link P Type ' III Ali Crash Cusk Sand (lined ❑ D98A Slotisin C " 9 t d Steel Pipe Drain Dell O BII 53 Generate B Type 25 .� ❑ A83 Portable 1 Pad end Approach Slab Deta Is ❑ D98B Slated Corrmigated Steel Pipe Drain D ar O B 54 Co B urr last 'Type 26 A65% CY LI Fence ❑ D99A ST Section JI90 System Dotalle ❑ BI No, SIPP 1 1 ' A06 Barbed WI and Wire Mesh Fences El D99B Edo G Cal d Semi ]+ ❑ El 2 1 Protection DiNo. 2❑ 1 a Al A57 Cures Drees ab odylwlys ❑ D99C Edo., Brain C15o-lou+ and "iDetains ❑ B14-1 Structure SteellPlute vehicular Unde orass'ng ❑ p99D Cross Dan Interceptor Do ■8143 Communication end prnkeCo ro(rni Coniass w , - CRIBWALLS Than 4 Dirdislarl ❑ CTA Reinforced C n + Crib Pall Battered Wa[lo Types d B and C HIGHWAY, PLANTING : ❑ 814 4 'Wa Supply Fi(Bridge) (P+h 4'' Dtamet ❑ CTD Reinforced Concrete Crib Wall Battered Walls Dip and i ❑ HI Floating and rig 'I Aboravlat'o e ❑ 8 q 5Nater Supp Y Lire (Cal IS) Pipe Iii train 4'' Clai,fi ) 11 C]C ,Types Reinforced n t Crib Wa[f,ibrell: Will Types A,B ark -❑ H2 P 11 y and Irrigation- Symbolic - - t. ❑ CIO R I d Collateral Crib Well- votlk Wal [ATypes D,E and F ❑ H3 P g and otal IS petal ROADSIDE _ SIGNS ❑ {PE Header "- P I d C n to Cr[b -Na 1- Types A: B, C. Dip and:Fe+ai ❑ H4 -.Planting Irrigation- s antlTYPinstallation , ■ HSI Roadside Duane, tet it No. �. ;. ono-strelcc¢r Details D HS ' Planting arid Irrigation- DIs B R52 1.. Roadside: Signs, Wood Posts, Typloal histollo tion Dai Nkca?, pi.. ❑ C]F "D Ig Dai f r Reinforced C ncrete Crib Walk Foundation ❑ HIS P� nfing antl Iq i Det of is ■ R53 -Re d id 5 gis, holo nated B W d Po, +o, Typical Inst }I tl R ' .. < P D tto ed Will ❑ Hi PI +frig and Irrigation- Dotal Details i', oa ElC1G _-- Foaflon Pressure Reinforced Concrete Crib Nal und ❑ RSP H9 PIOrAirg orrtJ lrrlluthom Detalls IC RS4 Roads de S gns, Typica Inst f 1 tl Ile+el l No, 4 Vertical Wall ,a J } ;❑ C8A Steel Crib Wall Constitution Detglls TEMPORARY FACILITIES " SHEET 1 OF 2 D `.❑ CEB S C Ib Wal D Ig Dat I' ❑ TI TE D y C sh Cush l Sana FII led -PN S LIS STANDARD LA `l CBG Steel Crib all Design Data 0 RSP T2 Tempx YC Cush SN FNle4' (Ju992LAlain)IS o ❑ COA TI b C b Wal Typ ,6 C d D •' ,, p T3 Te ve airy RO.i ling (Type N) - .❑ C98 YI b C Ib W Ty AH C d D b Ig Dole Revised .May 29,1996 1-. ,' 'Th R! tl t d !R h ST SP: d R 1 "S P R tl C Ivxa�la rnlcated „I -sheets af.the.,a oject dares s yiaraaro- Tho o'�pitcabe i this c porion' a pot lm led to those by a — L` I. S o a f.. LLI +16152 EA 380801.�. y jl r OVERHEAD SIGNS �■ SIGNAL$ LIGHTING AND _E ELECTRICAL SYSTEMSIIINI is ROUTE } OVERHEAD SIGNS TRUSS "'°'""s..` Ke 4 3, N4 A E5 fA 51q l Igniting antl.E ys tri 1 5 h ml SY b and. ❑ SI OU h d Sig T Instructions d.F xamples Abb ti �- ' ❑ 52 Oy h d 19 T $Irigl Post TYPe� Past Type II +hru VI, "• ES 19 Slg Liy n9 d F 'r( SY t ms 5y b nd ❑ 53 Overhead Signs- Truss. TWO 5t Type, Post Type 1-S. ter U Y41 5 �❑ AUP ti ni, .. l p po y pli AID ed ❑ 54 - Ov had Signs- ,P Truss, Single Past Type, Structural Frame ES -2A Sjg I, Lign Yin9 d El ac ri Systems- Service :Equ lRmenT ■ E$ 6S 1 a d L ghil G St tl ra D t VI No IvNi Mert -, ❑ ES 26 'Sig Lighting d Electrical Systems -"Se I e Eau 1pmen+ ■ ES 6T ,SIg SIg 1 and Ltgot + it 2 ❑ 55 011 h d Signs- Truslar Two Pt Typ , Str rotundI Frame Members ■ E5+2C S I Una IS Li or tI no and Firric-tool Sys Fems- Service Ego I went ❑ ES 6TA yStandards-b ,Nd Signal and Llyl Ti 5 andOr(fs P anis M ILA Alt I'h 104 ❑ S6 Overhead Signs- T structural E me D t Is t.nt ❑ FS 6B _.i gh 1 q S lord Types 10 and `15 Sllp.B Insert C ❑ 51 Overhead Signs- T F aloe Juncture Det I s `■ ES 20 Signal; Tight i'I ng q EI Sys em s S 1 e Paul Mont ❑ ES V ,. I tl Sid; S} d TYD 33 S ❑ and Typical %Vlrl g Diagram,'T P A ,:!g rds L F -T rf k SBA Ov d Signs- Steel Frame R vable Sig P I F: s ■ E5 7A i Signal, Lighting d E t Id 15Y s EI 1 Oet ❑ 588 Overhead Signs- R bl Stg p Fro O Formed ❑ ES 2E .SIg I .Lighting d EI t l I Sysr - Service Eautpmnt Structure I t l Tons 1 Panel M un}I 4 erhoaq l t I and Typical Wiring 3109 N.. Ty p ■ ES '14 1, ❑ ES 2F Slg I L g ting d EI TCI I Sy s- S I Equipment 78 To Flict-lc 1 ystems-�T E lea krlcol pyt tl or 'Tgruc ❑ SBC Overhead Siq T SIg P r Marc ti g Bet it , Lrm i noted and Ty(I I Wiring Diagram, Ty C YuroliInt hc Taglla Fare Pa 1 TYP A ■ ES 3A 519 I Light -:ny d E i' I ■ ES TL Mrd fc sY t 4- E t Ica1 OOta ❑ SBD tl 51g Truss, Removable Sign Pane Fran e3 TO' and Sys- Mou Signal Heads and ;tr + eIns+fighting 12 120 Sign P I t �■ +I g ■ FS ]D Signal Ilghti g E CGT cdl S/5'-ai6 Electrical Del Ig `' ' ❑ 59 Ov 1 d Signs- W Details N ES 3B d EI .ir' Sy - Signal Leads and Sir t 41 6 y Mo9 ti gLight'n9 E 510 Overhead Signs- ll N Ik y Ue+a No. 2 ■ ES 3C a fighting and Electrical Sys 5 ❑ PS -ii rig g g d C so+ fJ Systems -Electrical Dot I n}t t C ❑ S Ov n d SIg N Ik y Safety 1 g.Detalle .51g ,:L em Mou [ g gnol Heads anC. e S ❑ S13 Ov head Signs- Truss Pile . Foundation • ES 30 SIg I1 lgh Ing d E octrl I S s- S Heads ❑ FS -7F i9 19l ting e S - F Soffl tt y 7 Mou ti and Luml A dif; all D tdF, t lie I rrIIatIge i - Grill SIGNS -1 IGH)WEIGHT ■ Es aE.-sig L grinq and F eatrica Sys 5 ■ -r ES 8 }ig L g r9 Id Electrical' SY t mst`P II 8 Sold llrt x ■ 514A Overhead Stand Lig Lightweight lDet Bala toad -Single Steel Post ems- 'Mol ting.; T. gna Heads antl - ❑ ES 9A :Ig Lighting ng a Claotr o Sy t mb': Cantilever F` Alli gee Co ti and M nting Oetc it ❑ ES 4A .Sig to lighting arid Eledt tical Sy.;tems- Contral er Cabinet flerSig Ty ri 9p 99 S149 Overhead Signs- %• Lightwe ght Ba a ce0 Single Steel Post Details ❑ ES 9R Signal l Jh+ rig a d Flaatl' cd ycler$ .0 ntilever Fla f`gt Details - ■ ES 4R Sig ridding d El t -i Sy s C t Canine+ Rea 1 { 9, 91h its '.. ■ S15 -Overhead ons- Lightweight, TYP A Connection Details Data - ■ ES. 10 SIO L ghti rq d FI + Ic SY t +,I OI g+am ■ S16 Overhead Sig Lightweight, Type B Connection Details ❑ CS 4C' Signal, I -Til ln0 and Electrical Syelval Control fear Cabinetlro • E5 ! 519+ t ming old Ilectrlg0l SyU ten s 11 ` Foundation '.A ■ .17 'Ov h Signs- LI ht e ylrt, Ty C Connection Details Del I icirds ■ 518A ❑ ES -4D Irrigation C +. Enclosure Cabinet ❑ ES I2 'SIg I L J t g ] Electrical Sy t n' Pedestrian Overhead I9 Lightweight, 518n Pnel Mounting Deta Is, r5 of ng P !I'gh 1 g Fixture - .Laminated P Type a ❑ 4F SIg ny d Electrical Systems- Telaphond Demarcation ■ 5190 Ov d Signs- LIg e ght� Lith turn Mounting 0¢Yol Cab f Details ■ ES -!3 Sig Llgh Ing ri Electrical t mss 'SpiIcing Octal( • 520A Overhead Signs- a Lianiwo i9M1t Post Details ❑ ES 4F. SIg L yht,ng and Floatr cal Sysfoms- elephone Donarcai or • ES 14 CIgn L d ting and E ad Tr l cc 5y terel wiring Detoti I , IN s Capitol D lis Ind F i t geL ■ 5108 0s. 'r d Signs- Lle)ht we ght. unaat ion ■ ES 5A Sig II]htlnS d F Ie I Systems- D t ❑ ES I5 iign LTgh lna ] Electrical 1 5 t $ P d mistrion OVERHEAD SIGNS 80X BEAM_CLOSED 1RUSS ALTERNATIVE ■ CS -5B Sly Lij ting d Electrical tSy s- rs D t + s Oyer I g F_,u gt q FI ■ FS 5C Sly Lidhi'Ir9 d Electrical 1 Systems- D ❑ E 2lA Iqn Lip ting r'] EI Electrical fa sysr ,.PE tinyuisnpbl9 -❑ 559 Overhead Signs- S B Boom, Closed T F dation Mes_ g S g 10 at tons ❑ S40A Ov h d Signs- D Bean, Closed i Two Past T Type Frame ■ ES Sp Sly I Igh. no d - Ic I Systems- D + t ❑ ES 2i8 Sign LI tin F tl'Ic Systems- Lxi g members , ■ ES -SF Sig LIg .Ing d EI II Systems- D i i g n ciothoble Mess g 51 n l0 t I - t ❑ 540B Overhead Sig 8 B an,'Closed Trues, Single and Two Post ❑ ES 5F Sig IIant rig d EI 'r is Sy ferns- Pedestrian Barricades ❑ ES 2e Slgi Lighting d d E t'Ic Sy T e E t ngu shop is Ty C 'I Fr Details ■ FS 6A Sly d Lighting St dards Type I Standards and Equipment Ise sage Sign and Fl aering beacons 0 SOC Overhead Signs- B B Closed Truss, Ribbed Sheet Metal purl ITT .Det II ❑ ES 6AA. Signalt dards P Button Post $ N ILLUMINATION ❑ I Overhead Signs- B B n, Closed Truss, ;T post Typo Frame ■ ES -GB Fighting Standards -'Types I5, 2t and 22 ■ F5-29 Sign I io lac y StanL I itl Ec lA ant t < ' De ❑ ES -6C Ligrtt Standards -80 To 160 nigh: Most Light Pole. ■ ES 30 Sign I11 l0 36 re Slgr) Illumination EG tam n} ❑ S40E Ove gB Boom, Closed Truss, .T rest Type Frame Fou d t Do. IIs q ES 32A Sign III I I n 19 I +1 Ig ip rn Juncture Details ❑ ES -6D Lighting Standards -types 30 cod 3 Slip Rase ■ FS 32B Sign I 1 ri n ly I Ott C tr I ❑ S4OF Overhead Signs- Box Dead, Closed truss. two Post T Type Post I.❑ ES 60A Lighting Standards- Type 32 • ES 33 Slgn Illuminatia Details Internal y Illuminated Street Name ❑ ES 6E LIg 13 St. d -d Ty 30 and 31, Slip Base Plate Decal s .SIg I ' ❑ sag' Overhead sig e- B Ream, Closed T Single Post Type ❑ Es 6F 'Lhfi I I Standards- o Degree Type NEW STANDARD PLANS FromM mU d ❑ BICH Overhead Signs- Box Beam, Closed Truss, Single Post Cantilever ❑ ES EH Llghtin) Standards- lO Degl'ea Type, Details ❑ NSP A40 RunUle Strip, Del nils Fra Details ❑ ES 6J Sig d fighting St ds C I Arm Lending, ❑ NSP A75D COncre n Headlight Glare Screen ; ' ❑ S40f ' Ove h 0 S19 ' B B C'. a Single Post Cantilever Win V f II' - ]0 M Arm Lengths 'IS +0 30 -NSP-ABB---ErnyMm>(r{ {at.i-e-r(e-..}1 Fra Ju i e Details , ❑ ES 6K Sig d L'yrdi g S d 'ds c 2 m Loading, —E?—N5a-a09— CANCELED �i»emp-He+sti�s a 2 ❑ S40J Overhead 51 Signs- 9 8 C: tl I Single Post Cantilever Wind V ITy = TO UPI Arm Lengths 20 to ,0' • NSP i] Iy Construction fi J i Funding Is tl Icati Signs ' Pout Details ❑ ES 6L Signald I.I ght g Sr girds C 3 Arm Loading, .Wind V Iiy ]0 MPH A n L y IS to 4S' • NSP Tie - Traffic Control Silvio) for Moving Ione Closure 9n ❑ 540K Ove h qd Signs- 8 B C! d T 5i gl P st Butterfly - A fll Pigh 1 t From Details ❑ ES 6M Sig d Lighting Standards- C 4 Arm Lending, • NSP T16 ❑ - Wind d +y 70 MP A Lengths 25' tIs o 45' T ffl C trot :System for. Moving Lane: Cl osure on S40L Overhead Signs- ingle e Poet Butterfly, B Boom, CI d T S-13 - �M it HIgl ys `�Ill Frame Juncture O t Il 0 ES 6MA Sig 1 nut .Lighting Standards C m Leading, VTI '.'TO MPH A L y n. X50 Ta ■ NSP TI) i fti C ntr 01 yster for VolIfWind S Lane CIdium on ❑ S40M Oix h d Signs- 8 Beam, CI d T uil Single Post Butterfly T L Highways Post D td 's ❑ F5 6N Sig d Li grafi g Si d `ds T%ype 10 0 80 ■ NSD A11GA. Andhor ASOI I(Bro recoil, Type M)-Flareware and POini 0 ES 60 Sly d Lighting Standards -C I A leading, =.D + ll OVERHEAQ SI GtJS TUBUI AR wind v ci+y = eo M A t Eg r,. +o ..o' b access NSP Ago pia Parki lrq r ❑ SON Overmsed Signs- tubular, Instillations arta Example' ❑ ES 6P Signal and Ilghl g Staniar -ds- -Clonly 2 Arm Loading, , ❑ Slide Ove ad Signs T butarSingle Post Type Layout ono Pipe Wind V I+y.= 80 JPA L 9th '0' to 30' % RE EN r' . Sal tl ❑ ES 6O Sign d fighting Standards -C 3 Am forcing, III RNSP A88 ❑ 5400 aide Signs, Tubular, two Post Typtniboybut and Pipe WinVelocity 80 MPH Lengths ?0' 454e Curb Ramp De LrU. Sections ❑ ES 6P Slgn d Lighting 5+ d ds C 1 A ' Leasing, ` IN £ 9, Sign Overhead Signs, Tubular, Structural F e Details No,l . Wind V 1 city =80 MPH Arm L gfn 5 o TI' 27 SE❑ ETOF 2 ; .r,. . r ❑ES GRA Sin d flats Standards C m , ps SA [ % Velocity, Wind , g o 55t .92 ,s�b , ((' Jty1992 Edition) 3 No ,. , ilevneed May 2941996 .'.1 C j The sheets R Standard 4 h holaTh The S Py S I d R d ntl TransSP standard Pani Icab applyit ua �t----,1 > t Iii L Pal _ la I t this con}r d ,b t DY a marked b x. Ct1 061�y' EA 380001 I I AT ° 1 p 'S 480 41.]2 RR 1GAt ION Y.ROSS04E�2 N �� -32 T SR' 480 00 /— C aT I_ END TAPER 6 MATCi`EX I STI NG - SE DETA14 SHEET "G A _ wg 0 GO NO IS 4 1 OR COMPLETE R{W AND ACCURATE ACCE IV 2 C1 EE RlW REffRO'MAPS AT. DISTRICT OF 6 TOE OF SLOPE o -Q 9 Q'.. FDR 0: 5L^OPE, E pAN -� > EE CONSTRUCTION OFYp11_ SHEETS FOR All I S[ 419+20 EK(D' Q' m IN OPMAFIQN NOT SHONN,- PCC RAMP TEMIN '-A2 6 CURS 3 LL EXISTING TREES ARE 10 REMAIN I 39 Lt SE x]H�80 WEX S T PVMT TCH BO.� y # PLACT UNLESS OTHERN SE NOTED. Inn n BEGIN (APER IN S' 9 41 52 T 1 IRRIGATION CROSS VER_ WS" 483.65 SEC•'DETAI{ S RET -02+'P SE4 4'Yg.54 3 OO G 16 88 01 POT -I BCMEG�R WS" 41i�.13. 50 FC SE _4]B 43 END A2 6 CURB Lt nI gp 6 b4. 02" L� LIT..ElEG N A2 6 CII B R r— 6 r CURB 1)�+dG.YJ €L �' ' 2 �. !, REST SOITHB0N0 I uri _I: I'll I I 1 1 4{ .,.Ipq OBLITERATE END �02 6 CURB Oh R MP SE AVEMENT I MATCH 2EX SST I ASUR;ACING II '�BEGIy N`. AJ -6 CURB Z P IAN TEES' RE DEI I�;EAFIOV P --ANS.. ' dg"f/ 2 Q u o CONC SIDEWALK 'R fi0 4].13 LT EGG yvrl I1TP U�+ al -¢I PURIg Io TS AG tM o ^7, 20 T° LiITg 9S [ARE V ..,^ R �. Iil a1 u p \ U �.>.. z Rt4.@ 65 > 6e f A 6 CURB E — 1 _ {OR ROUT F. 9-11] IA DIA ^WORK. onnnn- PANAMA LANEIV a A2 6 cues _ g BECTIN RAMP1 R'� a" Ia.zS o' �I SEE c�TA T sHEEr C 4 z ,,., I� ,AI 6 CURBS@ CRM 1N1�- {- A2 6 -CURB PI- ME R u' 4ADJUST GRATE SAND J `% - AV S 09°19 26 E _ 5 89 49' 0°E—c�{-`- L" - �-- nU� AP 9 94 45 RD It CONCRETE $EABFO GRd'JE P LINE A 4 300:6h A2 6 C 36 _ w 471 X01. 0( -P5T u ® 1 Gt I-15 AT 6 CURB R 2' =_ a .% Iwod I pl TOE OF SIDFf vt— _ _ `_ _ 7 - _ �, a. 0 `-A2 6 CURB Rl 7LL. , D E'i -7 WICPN 3 I ' P 12425 4 Ex rF BRIDGE MATCH EXIST. -P 4b ' 20T iISEA '7.Cir ®00 I s p -FPGt OF qtr 3�O 36+1 R+ P IT^43;16 POT DECORS" T LEX 151 pPIDCE- az Es'4113.a1,28 PC �- ExI T Iia(hR wl IAA FEA RR I GAIT pN C�Qj50VER• 1 i L SHE T G~-4 I "ES T6 9 __ '� MATCH EXIS PVMT CONSTRUCTION CONTROL DATA / rl LOCA ON NO41HY hf EAST NG in In I SCS' '475 57 05 zl P" 29+60.02 22 1565_3 3625513 x„2988IIA n P° 12+20.5t 2EIPb585, 5584 6253391. 40oi IwoIn A".472 00 000 2295008.0]11 6254 65 9298 M ' dl A'482 00 000 2296067: Q061 625406fi..1762 h Ala J VERTICAL.. CONTROL BENCHMARKS.,,.. z�In DESCRIPTION _ ^' E EV �: TCP OF GOING, MONlic._ IN �6 .54 YY of LAMPLLHOLE AT P• 29 E Ir CO YJON SPINDLE �f CU POLE„},`12 I” ISOUTH Of PANAMA, WES OF COLONY { - VAN -176t r: 1 i �' LA1(0UT Inn SCALE 11-50 In In ITI 4 SCALST11 G - _ - - .-,�,� _ 1 ,Iv, -0 t 0 f, . �C I 0615 t EA "3808DI'. T— . 'n��T I Y44 0. 4m ¢nVI 145 02'64 23 26.21 207 ]0`1 Q 3001 00 35'59 as, 97. 4] IQB 49� T.4 RL ILOA ,A In L U� ISO,III 162.03 371 7 9S>. 30r 424 27' 27? 441 200' 200 69'58 02 39.981 244 4 ------- I AT ° 1 p 'S 480 41.]2 RR 1GAt ION Y.ROSS04E�2 N �� -32 T SR' 480 00 /— C aT I_ END TAPER 6 MATCi`EX I STI NG - SE DETA14 SHEET "G A _ wg 0 GO NO IS 4 1 OR COMPLETE R{W AND ACCURATE ACCE IV 2 C1 EE RlW REffRO'MAPS AT. DISTRICT OF 6 TOE OF SLOPE o -Q 9 Q'.. FDR 0: 5L^OPE, E pAN -� > EE CONSTRUCTION OFYp11_ SHEETS FOR All I S[ 419+20 EK(D' Q' m IN OPMAFIQN NOT SHONN,- PCC RAMP TEMIN '-A2 6 CURS 3 LL EXISTING TREES ARE 10 REMAIN I 39 Lt SE x]H�80 WEX S T PVMT TCH BO.� y # PLACT UNLESS OTHERN SE NOTED. Inn n BEGIN (APER IN S' 9 41 52 T 1 IRRIGATION CROSS VER_ WS" 483.65 SEC•'DETAI{ S RET -02+'P SE4 4'Yg.54 3 OO G 16 88 01 POT -I BCMEG�R WS" 41i�.13. 50 FC SE _4]B 43 END A2 6 CURB Lt nI gp 6 b4. 02" L� LIT..ElEG N A2 6 CII B R r— 6 r CURB 1)�+dG.YJ €L �' ' 2 �. !, REST SOITHB0N0 I uri _I: I'll I I 1 1 4{ .,.Ipq OBLITERATE END �02 6 CURB Oh R MP SE AVEMENT I MATCH 2EX SST I ASUR;ACING II '�BEGIy N`. AJ -6 CURB Z P IAN TEES' RE DEI I�;EAFIOV P --ANS.. ' dg"f/ 2 Q u o CONC SIDEWALK 'R fi0 4].13 LT EGG yvrl I1TP U�+ al -¢I PURIg Io TS AG tM o ^7, 20 T° LiITg 9S [ARE V ..,^ R �. Iil a1 u p \ U �.>.. z Rt4.@ 65 > 6e f A 6 CURB E — 1 _ {OR ROUT F. 9-11] IA DIA ^WORK. onnnn- PANAMA LANEIV a A2 6 cues _ g BECTIN RAMP1 R'� a" Ia.zS o' �I SEE c�TA T sHEEr C 4 z ,,., I� ,AI 6 CURBS@ CRM 1N1�- {- A2 6 -CURB PI- ME R u' 4ADJUST GRATE SAND J `% - AV S 09°19 26 E _ 5 89 49' 0°E—c�{-`- L" - �-- nU� AP 9 94 45 RD It CONCRETE $EABFO GRd'JE P LINE A 4 300:6h A2 6 C 36 _ w 471 X01. 0( -P5T u ® 1 Gt I-15 AT 6 CURB R 2' =_ a .% Iwod I pl TOE OF SIDFf vt— _ _ `_ _ 7 - _ �, a. 0 `-A2 6 CURB Rl 7LL. , D E'i -7 WICPN 3 I ' P 12425 4 Ex rF BRIDGE MATCH EXIST. -P 4b ' 20T iISEA '7.Cir ®00 I s p -FPGt OF qtr 3�O 36+1 R+ P IT^43;16 POT DECORS" T LEX 151 pPIDCE- az Es'4113.a1,28 PC �- ExI T Iia(hR wl IAA FEA RR I GAIT pN C�Qj50VER• 1 i L SHE T G~-4 I "ES T6 9 __ '� MATCH EXIS PVMT CONSTRUCTION CONTROL DATA / rl LOCA ON NO41HY hf EAST NG in In I SCS' '475 57 05 zl P" 29+60.02 22 1565_3 3625513 x„2988IIA n P° 12+20.5t 2EIPb585, 5584 6253391. 40oi IwoIn A".472 00 000 2295008.0]11 6254 65 9298 M ' dl A'482 00 000 2296067: Q061 625406fi..1762 h Ala J VERTICAL.. CONTROL BENCHMARKS.,,.. z�In DESCRIPTION _ ^' E EV �: TCP OF GOING, MONlic._ IN �6 .54 YY of LAMPLLHOLE AT P• 29 E Ir CO YJON SPINDLE �f CU POLE„},`12 I” ISOUTH Of PANAMA, WES OF COLONY { - VAN -176t r: 1 i �' LA1(0UT Inn SCALE 11-50 In In ITI 4 SCALST11 G - _ - - .-,�,� _ 1 ,Iv, -0 t 0 f, . �C I 0615 t EA "3808DI'. T— . 'n��T I Y44 0. 4m ¢nVI 145 02'64 23 26.21 207 ]0`1 Q 3001 00 35'59 as, 97. 4] IQB 49� T.4 RL ILOA ,A L U� ISO,III 162.03 371 7 9S>. 30r 424 27' 27? 441 200' 200 69'58 02 39.981 244 4 I AT ° 1 p 'S 480 41.]2 RR 1GAt ION Y.ROSS04E�2 N �� -32 T SR' 480 00 /— C aT I_ END TAPER 6 MATCi`EX I STI NG - SE DETA14 SHEET "G A _ wg 0 GO NO IS 4 1 OR COMPLETE R{W AND ACCURATE ACCE IV 2 C1 EE RlW REffRO'MAPS AT. DISTRICT OF 6 TOE OF SLOPE o -Q 9 Q'.. FDR 0: 5L^OPE, E pAN -� > EE CONSTRUCTION OFYp11_ SHEETS FOR All I S[ 419+20 EK(D' Q' m IN OPMAFIQN NOT SHONN,- PCC RAMP TEMIN '-A2 6 CURS 3 LL EXISTING TREES ARE 10 REMAIN I 39 Lt SE x]H�80 WEX S T PVMT TCH BO.� y # PLACT UNLESS OTHERN SE NOTED. Inn n BEGIN (APER IN S' 9 41 52 T 1 IRRIGATION CROSS VER_ WS" 483.65 SEC•'DETAI{ S RET -02+'P SE4 4'Yg.54 3 OO G 16 88 01 POT -I BCMEG�R WS" 41i�.13. 50 FC SE _4]B 43 END A2 6 CURB Lt nI gp 6 b4. 02" L� LIT..ElEG N A2 6 CII B R r— 6 r CURB 1)�+dG.YJ €L �' ' 2 �. !, REST SOITHB0N0 I uri _I: I'll I I 1 1 4{ .,.Ipq OBLITERATE END �02 6 CURB Oh R MP SE AVEMENT I MATCH 2EX SST I ASUR;ACING II '�BEGIy N`. AJ -6 CURB Z P IAN TEES' RE DEI I�;EAFIOV P --ANS.. ' dg"f/ 2 Q u o CONC SIDEWALK 'R fi0 4].13 LT EGG yvrl I1TP U�+ al -¢I PURIg Io TS AG tM o ^7, 20 T° LiITg 9S [ARE V ..,^ R �. Iil a1 u p \ U �.>.. z Rt4.@ 65 > 6e f A 6 CURB E — 1 _ {OR ROUT F. 9-11] IA DIA ^WORK. onnnn- PANAMA LANEIV a A2 6 cues _ g BECTIN RAMP1 R'� a" Ia.zS o' �I SEE c�TA T sHEEr C 4 z ,,., I� ,AI 6 CURBS@ CRM 1N1�- {- A2 6 -CURB PI- ME R u' 4ADJUST GRATE SAND J `% - AV S 09°19 26 E _ 5 89 49' 0°E—c�{-`- L" - �-- nU� AP 9 94 45 RD It CONCRETE $EABFO GRd'JE P LINE A 4 300:6h A2 6 C 36 _ w 471 X01. 0( -P5T u ® 1 Gt I-15 AT 6 CURB R 2' =_ a .% Iwod I pl TOE OF SIDFf vt— _ _ `_ _ 7 - _ �, a. 0 `-A2 6 CURB Rl 7LL. , D E'i -7 WICPN 3 I ' P 12425 4 Ex rF BRIDGE MATCH EXIST. -P 4b ' 20T iISEA '7.Cir ®00 I s p -FPGt OF qtr 3�O 36+1 R+ P IT^43;16 POT DECORS" T LEX 151 pPIDCE- az Es'4113.a1,28 PC �- ExI T Iia(hR wl IAA FEA RR I GAIT pN C�Qj50VER• 1 i L SHE T G~-4 I "ES T6 9 __ '� MATCH EXIS PVMT CONSTRUCTION CONTROL DATA / rl LOCA ON NO41HY hf EAST NG in In I SCS' '475 57 05 zl P" 29+60.02 22 1565_3 3625513 x„2988IIA n P° 12+20.5t 2EIPb585, 5584 6253391. 40oi IwoIn A".472 00 000 2295008.0]11 6254 65 9298 M ' dl A'482 00 000 2296067: Q061 625406fi..1762 h Ala J VERTICAL.. CONTROL BENCHMARKS.,,.. z�In DESCRIPTION _ ^' E EV �: TCP OF GOING, MONlic._ IN �6 .54 YY of LAMPLLHOLE AT P• 29 E Ir CO YJON SPINDLE �f CU POLE„},`12 I” ISOUTH Of PANAMA, WES OF COLONY { - VAN -176t r: 1 i �' LA1(0UT Inn SCALE 11-50 In In ITI 4 SCALST11 G - _ - - .-,�,� _ 1 ,Iv, -0 t 0 f, . �C I 0615 t EA "3808DI'. T— . 'n��T I Y44 0. 4m ¢nVI 145 02'64 23 26.21 207 ]0`1 Q 3001 00 35'59 as, 97. 4] IQB 49� T.4 RL ILOA ,A L U� ISO,III 162.03 371 7 9S>. 30r 424 27' 27? 441 200' 200 69'58 02 39.981 244 I AT ° 1 p 'S 480 41.]2 RR 1GAt ION Y.ROSS04E�2 N �� -32 T SR' 480 00 /— C aT I_ END TAPER 6 MATCi`EX I STI NG - SE DETA14 SHEET "G A _ wg 0 GO NO IS 4 1 OR COMPLETE R{W AND ACCURATE ACCE IV 2 C1 EE RlW REffRO'MAPS AT. DISTRICT OF 6 TOE OF SLOPE o -Q 9 Q'.. FDR 0: 5L^OPE, E pAN -� > EE CONSTRUCTION OFYp11_ SHEETS FOR All I S[ 419+20 EK(D' Q' m IN OPMAFIQN NOT SHONN,- PCC RAMP TEMIN '-A2 6 CURS 3 LL EXISTING TREES ARE 10 REMAIN I 39 Lt SE x]H�80 WEX S T PVMT TCH BO.� y # PLACT UNLESS OTHERN SE NOTED. Inn n BEGIN (APER IN S' 9 41 52 T 1 IRRIGATION CROSS VER_ WS" 483.65 SEC•'DETAI{ S RET -02+'P SE4 4'Yg.54 3 OO G 16 88 01 POT -I BCMEG�R WS" 41i�.13. 50 FC SE _4]B 43 END A2 6 CURB Lt nI gp 6 b4. 02" L� LIT..ElEG N A2 6 CII B R r— 6 r CURB 1)�+dG.YJ €L �' ' 2 �. !, REST SOITHB0N0 I uri _I: I'll I I 1 1 4{ .,.Ipq OBLITERATE END �02 6 CURB Oh R MP SE AVEMENT I MATCH 2EX SST I ASUR;ACING II '�BEGIy N`. AJ -6 CURB Z P IAN TEES' RE DEI I�;EAFIOV P --ANS.. ' dg"f/ 2 Q u o CONC SIDEWALK 'R fi0 4].13 LT EGG yvrl I1TP U�+ al -¢I PURIg Io TS AG tM o ^7, 20 T° LiITg 9S [ARE V ..,^ R �. Iil a1 u p \ U �.>.. z Rt4.@ 65 > 6e f A 6 CURB E — 1 _ {OR ROUT F. 9-11] IA DIA ^WORK. onnnn- PANAMA LANEIV a A2 6 cues _ g BECTIN RAMP1 R'� a" Ia.zS o' �I SEE c�TA T sHEEr C 4 z ,,., I� ,AI 6 CURBS@ CRM 1N1�- {- A2 6 -CURB PI- ME R u' 4ADJUST GRATE SAND J `% - AV S 09°19 26 E _ 5 89 49' 0°E—c�{-`- L" - �-- nU� AP 9 94 45 RD It CONCRETE $EABFO GRd'JE P LINE A 4 300:6h A2 6 C 36 _ w 471 X01. 0( -P5T u ® 1 Gt I-15 AT 6 CURB R 2' =_ a .% Iwod I pl TOE OF SIDFf vt— _ _ `_ _ 7 - _ �, a. 0 `-A2 6 CURB Rl 7LL. , D E'i -7 WICPN 3 I ' P 12425 4 Ex rF BRIDGE MATCH EXIST. -P 4b ' 20T iISEA '7.Cir ®00 I s p -FPGt OF qtr 3�O 36+1 R+ P IT^43;16 POT DECORS" T LEX 151 pPIDCE- az Es'4113.a1,28 PC �- ExI T Iia(hR wl IAA FEA RR I GAIT pN C�Qj50VER• 1 i L SHE T G~-4 I "ES T6 9 __ '� MATCH EXIS PVMT CONSTRUCTION CONTROL DATA / rl LOCA ON NO41HY hf EAST NG in In I SCS' '475 57 05 zl P" 29+60.02 22 1565_3 3625513 x„2988IIA n P° 12+20.5t 2EIPb585, 5584 6253391. 40oi IwoIn A".472 00 000 2295008.0]11 6254 65 9298 M ' dl A'482 00 000 2296067: Q061 625406fi..1762 h Ala J VERTICAL.. CONTROL BENCHMARKS.,,.. z�In DESCRIPTION _ ^' E EV �: TCP OF GOING, MONlic._ IN �6 .54 YY of LAMPLLHOLE AT P• 29 E Ir CO YJON SPINDLE �f CU POLE„},`12 I” ISOUTH Of PANAMA, WES OF COLONY { - VAN -176t r: 1 i �' LA1(0UT Inn SCALE 11-50 In In ITI 4 SCALST11 G - _ - - .-,�,� _ 1 ,Iv, -0 t 0 f, . �C I 0615 t EA "3808DI'. T— . I Y44 4m ¢nVI In T.4 RL ILOA ,A L frau I AT ° 1 p 'S 480 41.]2 RR 1GAt ION Y.ROSS04E�2 N �� -32 T SR' 480 00 /— C aT I_ END TAPER 6 MATCi`EX I STI NG - SE DETA14 SHEET "G A _ wg 0 GO NO IS 4 1 OR COMPLETE R{W AND ACCURATE ACCE IV 2 C1 EE RlW REffRO'MAPS AT. DISTRICT OF 6 TOE OF SLOPE o -Q 9 Q'.. FDR 0: 5L^OPE, E pAN -� > EE CONSTRUCTION OFYp11_ SHEETS FOR All I S[ 419+20 EK(D' Q' m IN OPMAFIQN NOT SHONN,- PCC RAMP TEMIN '-A2 6 CURS 3 LL EXISTING TREES ARE 10 REMAIN I 39 Lt SE x]H�80 WEX S T PVMT TCH BO.� y # PLACT UNLESS OTHERN SE NOTED. Inn n BEGIN (APER IN S' 9 41 52 T 1 IRRIGATION CROSS VER_ WS" 483.65 SEC•'DETAI{ S RET -02+'P SE4 4'Yg.54 3 OO G 16 88 01 POT -I BCMEG�R WS" 41i�.13. 50 FC SE _4]B 43 END A2 6 CURB Lt nI gp 6 b4. 02" L� LIT..ElEG N A2 6 CII B R r— 6 r CURB 1)�+dG.YJ €L �' ' 2 �. !, REST SOITHB0N0 I uri _I: I'll I I 1 1 4{ .,.Ipq OBLITERATE END �02 6 CURB Oh R MP SE AVEMENT I MATCH 2EX SST I ASUR;ACING II '�BEGIy N`. AJ -6 CURB Z P IAN TEES' RE DEI I�;EAFIOV P --ANS.. ' dg"f/ 2 Q u o CONC SIDEWALK 'R fi0 4].13 LT EGG yvrl I1TP U�+ al -¢I PURIg Io TS AG tM o ^7, 20 T° LiITg 9S [ARE V ..,^ R �. Iil a1 u p \ U �.>.. z Rt4.@ 65 > 6e f A 6 CURB E — 1 _ {OR ROUT F. 9-11] IA DIA ^WORK. onnnn- PANAMA LANEIV a A2 6 cues _ g BECTIN RAMP1 R'� a" Ia.zS o' �I SEE c�TA T sHEEr C 4 z ,,., I� ,AI 6 CURBS@ CRM 1N1�- {- A2 6 -CURB PI- ME R u' 4ADJUST GRATE SAND J `% - AV S 09°19 26 E _ 5 89 49' 0°E—c�{-`- L" - �-- nU� AP 9 94 45 RD It CONCRETE $EABFO GRd'JE P LINE A 4 300:6h A2 6 C 36 _ w 471 X01. 0( -P5T u ® 1 Gt I-15 AT 6 CURB R 2' =_ a .% Iwod I pl TOE OF SIDFf vt— _ _ `_ _ 7 - _ �, a. 0 `-A2 6 CURB Rl 7LL. , D E'i -7 WICPN 3 I ' P 12425 4 Ex rF BRIDGE MATCH EXIST. -P 4b ' 20T iISEA '7.Cir ®00 I s p -FPGt OF qtr 3�O 36+1 R+ P IT^43;16 POT DECORS" T LEX 151 pPIDCE- az Es'4113.a1,28 PC �- ExI T Iia(hR wl IAA FEA RR I GAIT pN C�Qj50VER• 1 i L SHE T G~-4 I "ES T6 9 __ '� MATCH EXIS PVMT CONSTRUCTION CONTROL DATA / rl LOCA ON NO41HY hf EAST NG in In I SCS' '475 57 05 zl P" 29+60.02 22 1565_3 3625513 x„2988IIA n P° 12+20.5t 2EIPb585, 5584 6253391. 40oi IwoIn A".472 00 000 2295008.0]11 6254 65 9298 M ' dl A'482 00 000 2296067: Q061 625406fi..1762 h Ala J VERTICAL.. CONTROL BENCHMARKS.,,.. z�In DESCRIPTION _ ^' E EV �: TCP OF GOING, MONlic._ IN �6 .54 YY of LAMPLLHOLE AT P• 29 E Ir CO YJON SPINDLE �f CU POLE„},`12 I” ISOUTH Of PANAMA, WES OF COLONY { - VAN -176t r: 1 i �' LA1(0UT Inn SCALE 11-50 In In ITI 4 SCALST11 G - _ - - .-,�,� _ 1 ,Iv, -0 t 0 f, . �C I 0615 t EA "3808DI'. T— . IEG'"`FIFF-- FEEI .1dRE,FIJIFA9)BL1'AYS r A 'I 300 { 3 OC`44 T 183 00 329. 93' �) 400 25'00400' 41 88 68'1E i ]q. 53 L 150 250 26'59 M1/A 1.655.68" WN' 479 61.02 ,4/` SEx IEG'"`FIFF-- FEEI .1dRE,FIJIFA9)BL1'AYS r A �- 300 { 3 OC`44 T 183 00 329. 93' �) 400 25'00400' 41 88 68'1E i ]q. 53 �) 150 250 26'59 M1/A 1.655.68" WN' 479 61.02 ,4/` SEx IEG'"`FIFF-- FEEI .1dRE,FIJIFA9)BL1'AYS T 6 41 �$ WN' 479 61.02 ,4/` SEx Ilk IF 1 E"As DIk e c s�afI)EVE CUe r a i To ES. SOF I, 40R CQMPLETE R/W AND ACCURATE ACCESS DATA, TYFE R� 1 SEE FEW RECORD MAPS AT DISTRICT OFFICE.FEEIF FEE, f — 2. SEE CONSTRUCTION DETAIL SHEETS. k FOR INFORMATION NOT SHOWN.IF 1 3. ALL EXISTING TREES ARE TO REMAIN IN n1pt PLACE UNLESS OTHERWISE NOTED I'd WI FEFEW IRR I CATION CROSSOVER Ed III 1 SEE 6�1'ISIL 9AEkT C 4- tIF - EX ST AI FENCE ,� y To ktMA N 1 . MATCH SXI ST EnC FENCE IF,LET Fk`/{/- T ' < LED_ E. CONSTRUCT tr` .wN / COONNSTRUCTI(4FENCE S�: ,.- f PEREG;\ I 416 %I 13 *. (TYPE CL -61 '1 I BC RETAINING W ALL . I 1FEW y OBLITERA C% - k IiR I, ArION _HOSSDV R SEE S?�C R IIMF uRFACING�� ��� LE'>TE�T t� �rYEEr c s - i' FEE I w 1 4 z_ZS 5 POT f po ` >� fc�� N 73.51, 18 POT M 1 lif EDTYPB' -/ d'/S - %-�` 57' ,I t Z`f 5 END I Y t a to Iu Fq.4RE� !'T� h -A20 CURB GH iN L NKNCf, ` Vf EDT Ed w °^ _TYPE-. 14 FI ARF ---��� �a-'-� '-�`RW i FE I4 1 `I NI w S fig IQ 261E _ _ { �- IST rrIF I ry d. X45', ��-A2 6 fUR0. g AflN-ERI SF PVM; - 4� P Ilk CJRI;AND 6U1 TER , C III DE � a s r c+ra r1 PANAMA .LANE f `B r aE "'4 nvD siu wAl,n i ` - 5 49 E 3 �-(-�"�-��-— 1 �'.Z tdc v 300 &t R 2 v END 1M R 4'- 9 26 E 6�.CURB }\-lei I'_ Pd�u.. QZ PIE - P $ itl 01 LEE IFSIA 8I -F T P N l C @ 40 / 2 E CURB P \ ® 30Ex J A2,43 1R�3 CJR 3 L2 ."' I ' ¢ ¢ I 6 R FO \EXIST CURB AND GUTTER 3 .c35 99 R ';2 45 7q POTx R 15 I > LL ti 3 .51 Ei i/ �'.2C AND 5 DEIAtd TO EMAIN I� t _ 4 LIN 4fi7+i0 �7 ro� I P z6 49 •• Q S 139 41 '22+82. L6 'QS Y LATCH EXIS CURB I En°46191 92 BC UBG13,� P 24 10.02 4 ° REMOVE EXIST IF i -BRIDGE RA ZINC pp ff Q. SEE DIT TL s FI -I A �'. � 1 ry�I I { I 'P' 24 49 62 PUTTER ORINiF pGF, FA ETN; + EN° 469+22 4 f I'{ y5 SNE -0TF'IE00 54EST '1 i MATCH EXISTI to FEEE _I_RR CATION CROSSOVER F l 6* iZ NE 475+.13.38 sF ^Sf .. TA IL SHE C-4 i - -_ESL 414.53 60;Sid EC k _- .{ �� �.WC I I IF 32 R 'NE 474 40.. 1317-0 IN PCC RAUP TER.i NI 414 FEE I FEE d 'ELL. �.A - 3 RAMP ctJRe IOE OF SLOPE § Lu EIN © I FEZ + , 7 ETA I�Ls�l iQc a - �. LEF 473+38. PO vl BC All I FAR_ 'FEE 473,00 MATCH �. 1IdElT 7 EX1 ST PNMT i V id ISIB ; SHE ET C 3IF t.FOR DETAILS _ ; I la k I 'I x{11 FAA 1" w 9T RAMP W DT NTNG—� ,'� {_1 s t L.IFFE, 1 1% IF I•�� IF E FEE U IF FE, { I RY11UT i� -� %1 ...IF I ' i) SCALE I"=.50 ✓ L % FOR REDUCED FLARE 2 U kOR41NAL DIFFELP 15 IN PROOF—'--r—L�— �_� I ,AsCu 06 52 i EI fi 380801 i 2 15 — — — _ _ _ _ oroRs" lt enc i PAO FILE PADYAMA LAND' L11 NE oroRs" lt enc PAO FILE PADYAMA LAND' L11 NE I L- oroRs" lt enc PAO FILE PADYAMA LAND' L11 NE oroRs" lt enc s. `:' 0/ � 6/ l ' 4� � - 4 f4Y. RT SHLD � 2 AXJ 5 p� 2� ai i' a r /... YRAo��,EE I�. 6] Lt NE 8/� IL � �. tWYi I SU , � W Y. � a I I - �. 30� PaN ' p: W �� 0 38� a � A 315 q � M � � 06 3]0 3fi5 i� 1E0 4 5 3; _ 4 4�: ¢I �. 14 } 32' Lt SC 480+00 $se 3oi CURVE DATA END TAPER / O D Q 601,1 445'. — C300,35059'5810' 5:49'} I45'. "D 04123.1'. 126. 2 1 `2U7. 59', - t50' 162603"3"!.0• i.. 14 } 32' Lt SC 480+00 $se 3oi CURVE DATA END TAPER / O D Q 601,1 445'. — C300,35059'5810' 5:49'} I45'. "D 04123.1'. 126. 2 1 `2U7. 59', - t50' 162603"3"!.0• NOT E+ 69. OB + fLE VAT ION S IN PARI NT HE SES ARE' r 30 303.6e E%IGi1NG PAVEMENT LLEVATIONS, 383.7 384 a ' 6 80 ON si 89 5 00 38 c.,, - w O w w X82 Z3 3 2 304. A. e} P5.5Q I% IN a a 3 66 384 1 / 44 - dm 3P 55 30 i. 5 3pa�p_ / 38 i# `SC' 478+ft0 38 SOC 6 GIh to TAPER II (384, 131 968. 28 43 9 Lid 24 e 3V2.51 2 303.3 WEN C2 'SE' 478+54_23 1'9 GO - 0.ET — 8C IS _ 4y 3 `�— 12 5G N 6 Y 81 8 A2 6 CURB 3. ei 10 =376. 776 53 — END 42-6 Ct RBNb ' \ 5 L8 1 762Rq z. `43 -�� Y A2-6 CURB _ yA �, �3 BEGIN +43b CURB 7� JL Z S 15Q.12 X1 Q 0.02 36 a Q 3Si0 59 > 16' Ts ES" 4]600 Q M' CH E%IS1� 8 Lt 'SE" 477+09 N EC al 367.111 a.. 'P' 12+75 R H Q - HATCH EXIST PVMT. SIDEWALK - & CURB AND GUTTER 4/4 LT P' 14.56 60 VR -60'—� BI O _ 20 6 CONCT SIDEWALK "� 6a sk — P) IIIfI of L• AS6 CURBPi A3j — —JI — y 1631 58 1 .4-1 z366 366.613 A &L 2 3 164.2 1 6 CuRfE j 370.1 �fig.2e, ¢� 2 1£� 3fr3.51f .wY>ssl/ 3£9.1x/ 3b9.9L 36� 65� 3636Y . G .? PANAMA ANS _2 f Y 401_ 1545 Ing 4 4. i }P 3�.1 v-- 1}IS 4\ J -v9 ,3§9.65 3L1�@ F4 93 . 124.22.1 AI IS aYjI /k S89_ I9'25- V— /1JrP-I 94I 383 313 yet >36� —G:11 }��5. � fil 67 L P 15 2 ff 31Z93 3 5 61 POi - -. SE 476+81 42 POT MR 363. 5 5 3 5 3y_'� 3 a 5 3fi5 36 6 9 l3 ` J}2373.46-. 20' A2-6 CURB, P' 12+2IK 5 `. ATCH EX S PVMi - k, CURB AND GUTTER ORIGINAL SlALE 15 IN NIL� W 9 LE. F�R REDUCED PLANS J ,r Sc`e " - Q 63'00'44" 183_88 329.93' 375.2 03314 31 '. \372.30, F 366.59'_ \Jo/4 v ail 52 03 f3 t0. 18 3EI �'BE 36b. 66 A2- 6CUR8 3i044 (310.431 I NE"e6922f368,531 \ 32 Ri_ NE'_4i5+93. iZ P4T MATCH FX 5 PVMi 1fi7 f6��38 6 HC M4 TOH L w It NE Siq 474*00 SFF 366.9 f66�89 Z 366.43.. i 363 99 RIG4li 1 / AS 6 CURB 364.12 'r Gk, A2 6 CURB 366.36 +' 33111 366.38. 363.83 .j} DEGIN A2 6 y1R@ NE' 475 3 1 363.94 _ I� FC { 305. ]"/ 365.91 X86 66 36 1 363.]3 Y "' a 363.83 a?i 3F5. 5 ,� 366 36 Q r. o Q Q' 365 4 (363. Til a , i (365.05 364.91 � 1 a �!1 � 66_<3 l 365_00 32' RT_ NE" 4T3�00 _�4i4440_� !NB TAPER 364 '4 BEGIN ECC RAMP TERMIM1 "N 4Tt00,_ 364 65 MATCH EXIST PVMT 364 22 366.46 pf 64-39 If jfIRA TC, 360,36 ce NF STq q 4 00AIR SF AD c _201 RT_NE'�ao BEG�TAPER i� MATCH EXIST PVMT II I f If t ' d IRA itif- it M is ORIGINAL LE 5 SEER l LDAI � � FL11Y$®NS &*ffituF1'.�fllfOF'F LIQ 0 2 29 14,974 L�a9'30 Q 5 5 5 0 8' 9p0' i5 0 O.�P= 6 14`5_ 1(a� y _ IRRIGATION fN t separate __ .CONDUIT CROSSOVERS T %r SIDE —T G(�Noui SkZ� l NSTALL Vlq� (N; LINE i WATER LINE LOCATION OF Rt Lt OPEN TRENCH '3' WATER L NE f0' i -I CONTROL - SIDE SIDE SKEW OR JACKING CR CROSSOVER SE LINE STA 478+70 X X 0 85 OPE TRENCH P LINO STA IQ 05 x X 12 i O .ORE TRENCH F; ES Li NE STA 476 9D OPEN TRENCH X X -6,- 32 WN k N STA 477+80 X 0' 32,OPEN TRENCH P LINE STA 24 0 _L -69 X % _ X % 0' 0'._.` 105 32 OPEN TRENCH OPEN TRENCH i EN THE _ ST IO NE' L NE 4-4 T4 90 % % t 0° 4 OPEN TRENCH _ AS' L HE STA 48 O X —� X 0° 32 JACKING -T L EN' LINE ISTA 70 % I O' 32' L ,: JACKING _ _ 11 1472 TOTAL 11 -I ��504' w IRRIGATION fN t separate __ .CONDUIT CROSSOVERS T %r SIDE —T G(�Noui SkZ� l NSTALL Vlq� (N; LINE i WATER LINE LOCATION OF Rt Lt OPEN TRENCH '3' WATER L NE f0' i -I CONTROL - SIDE SIDE SKEW OR JACKING CR CROSSOVER SE LINE STA 478+70 X X 0 85 OPE TRENCH P LINO STA IQ 05 x X 12 i O .ORE TRENCH F; ES Li NE STA 476 9D OPEN TRENCH X X -6,- 32 WN k N STA 477+80 X 0' 32,OPEN TRENCH P LINE STA 24 0 _L -69 X % _ X % 0' 0'._.` 105 32 OPEN TRENCH OPEN TRENCH EN THE _ ST IO NE' L NE 4-4 T4 90 % % t 0° 4 OPEN TRENCH _ AS' L HE STA 48 O X —� X 0° 32 JACKING -T L EN' LINE ISTA 70 % I O' 32' L ,: JACKING _ _ 11 1472 TOTAL 11 -I ��504' P Y itert, - for Tntormcteny X Denote9 ReaJremeni Tpe nt `arrkergatPEPP/m I e�'/-LLL/1/.'LLl L4 TTPE 5 FLA2E rz� 1 ?-Conal+LLI -cons reuri'tLtyGF T� y Wcterllno Crossover 1N0rld ..onrr a0l EL) CONCRETE BARRIFP IN FRONT ON 0 Z `Wlih l Cor�tro r�C ., v ` BRIDGE 00LUM(JS Q Wlth Pull Wiro 2NI+l sa o r IE ��_ CAP ENDS OF CONDUIT WITH W W GO D O -30 POUND ASPHALT SATURATED DELT SECIAIrD i -MATCH FOOT BdRF u .WITH GAL'/ANIZED WIRE. PRIOR: TO CAPPING ENDS. 4 INSTALL LON GRACE M09TA9ED BRICK o ' BULKHEAD TO SUPOtt TELT. � c 'IRRIGATION CROSSOVER FFLt SECTION �— Go RT 2 LT ,'A'4_ NO SCALE BEGIN MBGR 6 GAUGE CSV WATCH£%Si NG 1 - r CUT 3'x3' I 12 OPENINGS FOR - \ CULVERT POURING caoui B B� 21_O. - FESZ Exls tNc CEMENT GROUT - RSP (BLOCKING NO 2 NE TVI00B1 AND CRA CUSHION -� PLAN VIEW REMAIN RTMD CSP T%IST: CMP�F S �00 rl _;— T`a's. ' RSP IABRIC CONSI — STD i'BANO DE T0. t A COUPLER - SECTION 8-13 NO SCALE= DETAIL B �- RUCK ENERGY OISSIPATOR NO SCALE 7{jFOR REDUCED PLANST F 4 E�.1>i L_ _ _ _ —fN � F 1—� LTJ �_ ,P 0k0. % a. i r, i T i i P2�:5—��1�n-�f'� e w _ r LIN: 1041 FY SSARY FN 69 )D 1 �1t �� DOWNER AIN + +- i I_r_ I �.. - - -� -- L MOUNTS E JOHN Wm. �aAoDOE DRIVE e ��� t f ^--- L MOUNTS E JOHN Wm. �aAoDOE DRIVE e ��� E `� 1,_ L „le, s_ .�C3 06152 _} _ EA E - _ T4 ECII �h C [.ir ,., � - E E E 5 BE fPM I E 3 F 6 V 3EE Si ry a6E 0 rvB BACK. L 0 EGb o �1�� T b�� ��.2_�_I � l ��` � E E 0 b i Ory Epa a aE L A / ew�tt \ I C LL PI rvi a EL 0 5 e. S. i , / _ � _ - __ T _ -. - _ __ � - i f I � �.. � � - F4IRSOHB �I7.�SRSd110FF \ £ �� LL �'� bESCR _ = .meow -w fo � �__ i � U CI + EA CY LF 1 Vi � Q_ F �E`ANEE , 9 _- - � - -_� _ E 0.. E � _ - - - � e�_ T 9 -- - _ 1 _ D Y oc + -'5 ON T e l I rvaGE BE 1__ IL r3 E -_ ., __ - - - - - - - _ .v� - _ . t� 9a a' 1-- n_ wm m' t- _.. q __ - ___ _ _- — coo u 2ti i. - S _.._ __ I _. _- �__- I � _r - - 2 - 7 1 _ 5 _ �� � �- s — - _— :...._ ._ _ _- _� — _ � i -- i E z s z� W. _— _ -_ .._ _ -- _ _ i _ Y f ,. _ _ _ � Y s� �- i E rv� � z z ; - _ _ . Z � a �- _ �a 9 - � - - � - -- I s.3 -- - _ — � - z � p a -- - - - - � -- �' z e < _ __ �— _ __. — _—. - o ' _ _ - c _ jI d 9 �� _ _ _ I O � t - � _ I _ _ — - � __._ _.. __ __..__ _`_ ___ ._.- -- - __~'�,r-- .. _r[rv_=uv __ ret �wn _n a.es � '�� � {I 1 T � — " jI �� 1� z - -y - + Ir_ 1 — __ _ __ — -_ _ ___ E _ .__. _ - - ._.. - .__ ._ Z _ - 3 �E. -a _- _�_ b � _ I - - . .. � FE T c_ - .:-- ___- e.�l - - _-_ _. ._ _ -__ _- i -._ _ _ -_ -_ w-.� s _` —��� _ --. - - _ _ �� _ _ - _ I i LL �_ i_ �_-tt I � p -.__�_ _ � _._._.. _ __—_ -. - __. � _ �13EC A iT l5[E.9--�4N� � �' �- - _ __ _ _ ,_ .I t i � i9 , _ G - _ f e g r .cs � - - L T ,. -- E s ib T---� EG a t - I` � - z _ �--� X1;3 I lb�id�' 4 — -- _ , � ,� >, o. �� � � DRAINAGE QUANTITIES s :z� ao.o o i � E -� „t ro w. _ -- _ �.,i D 3.^. I_ asp s :ga.E � ,3 I ioia� i; `� 1,_ L „le, s_ .�C3 06152 _} _ EA - _ ECII �h ,., � _ LEV 3508. 6 1 I �. YI a GH FR SBU Of L vE 29 T L V m. ,I , E 62 0 8.h \� I [LEV 358, 34�' IM PRESSURE OIL1 NE SAA N 22BbbbO.8 EE — 6253641. Sw �1 1 LEV=358.33 �I VI 10 0 — ss UP 11 6J ` - - 1 - RU SCE > SOUTHERN CAL I FORD I A ED I SON GTE - CENERAt TELEPHONE ACT - SOUI CALIFORNIA GAS WM - WATER METER FEC ELECTFJC SOL) TV CABLE LE 5 B Ev 5 0 S THANSPORTALP ANCHORME LEV 3508. 6 1 I �. YI a GH FR SBU Of L vE 29 T L V m. ,I , E 62 0 8.h \� I [LEV 358, 34�' IM PRESSURE OIL1 NE SAA N 22BbbbO.8 EE — 6253641. Sw �1 1 LEV=358.33 �I VI 10 0 — ss UP 11 ` - - 1 - UP 11 UP ABV3RFV AT I ONS 1 SCE > SOUTHERN CAL I FORD I A ED I SON GTE - CENERAt TELEPHONE ACT - SOUI CALIFORNIA GAS WM - WATER METER FEC ELECTFJC SOL) TV CABLE LE 5 B Ev 5 0 S THANSPORTALP ANCHORME CALIFORNIA GAS HP - HIGH RISK UTTLJTY UNUTIGHOUNO CO - CuLAN CUT VAC - VACUUM UV GATT VAL�F N WAFER 6=No R OFFERS ALE ANCIOR STREET — -01 OVERSEAS CCECIRIC f TV UNCEPEARICO FICHill In -B.C.mol NE -SD, STINY BRAIN 55 VANTARY SEWER IV SIICOWATCR TRAFFIC VDNRL BOB UR 111 r I 171b �. t IF 1 t ` �i I IS , �tit M1:�� _ FDS �� I !- 4 sz 1, f' „N, Aff _. $° %If 1 :�� w f N d ti L\Lt UFPFI HIGH ER[SSURE Olt L.. NE lit ANGLE POINT 1 2295683 4 62543]8 9 _,. Iti.,V 35850~ BEG I N ENNIOt FNT 20 TET FROM AN F , %,-POINT%. THE 4C FOOi SIM ION OF 0 l NE , 1 AT THE ANGLE POINT WHIC�i I5 SNOT �.' _ 1 '-•\ ENCASED SHALL BEPCO\ RECON A L SIDES - r po _ .mAIillA J' .H AYEft JF,�ONCRCTE .e„f - -W - 4 LF :I J Exls N4 PJWER PLG wlk� BE Pl60G T ppb( R/N L Nf TWO EYy1,Sl ING PO ER POA BE \ WIEL BE RELO A?ED TO R\W 1. TOP, i nIn (BY OTHERS) TOY Ot4E iSL 4 ! _ N TALL INO }F ff OF IN ASE NEN HIGH PRESSURE OIL AIN ' - �\ IN E41 Isr ING q L L NE. SFM 1 229 633 ' \ \ DCTA ON SrFE U 3. . E 62 -E306 ' AN R;p, - ELLV SSB OB- W f, %F FNC S M N 20- LE FRC ANN] E I' '.I If f it�—�- fOI NT. T Hl COI SF 0 OF OIL LINF� F%% _ — ATi I A G {, POINT W4 0H IS NOT III = �' 4 _ EN AOAD L BE IlOVEPLD ON ALL IEE 02 IT >, -�-,-i._,� ,�.��- w T, A a H LAVER OF �NCRE'leif, I a,a],E �iT —�--- O LLL F z,tit a —r- 4B L.ZNE + PANAIAAiANE �i a LINE In v_ _ S - C_._ y, 1p no p �.'„ .. _ LL - ,Ed -LIE I 111 P _ __. _ _ __ I On ���9 r z in { CB —� MIR N 4 l Olt LAP, v � I 'I I BIT it a9 IIS YE %Ol �� A nil/3 - �ifiE �� �'in $' eaNP /� RItP I OU In,11, it ,.. 111 1 me It IIt liff,'ll It it I%I :I UTILIT I E S RE wTif plan ze t9 £ 1118 s only. ULNn [ 26'i fi SCALL U s�� OF ea " q s {— Cu 4652 T 38080! ". 9 3 UI _ pan fr0 -- I - NOTES21 22 503' t FIF 00 r I: TFIS SHEET .DEPICTS THE TRAFFIC CONTROL FOR THE NIGHT T ME )£xn 1, CLOSURE OF .ROUTE 99 FOR THE ERECTION OF THE GIRDERS FOR THE VJ "— — L PANAMA LANE OVERCROSSNG WIDENING. : THE HOURS DURING WHICH 50>; ,✓� /� _\ THIS WORK WILL BE ALLOWED IS IN THE SPECIAL PROVISIONS ' ree BEACON IB 2. TRAFFIC ON NORTHBOUND AND SOUTHBOUND ROUTE 99 SHALL OBIABLE ` " ` # / r�\ }1. HAVE THE TWO LEFT LANES C OSED APPROACHING PANAMA LANE lY -f INSTALL TYPE 2 1 \ 'N _FIT N ACCORDANCE WITH STANDARD PLAN TINA. EpNSiRUCT 0 PROJECT T IF I �4_ FUNDI NG 1DLNiIG ICASION 1Fee F, 6 3. THROUGH TRAFFIC ON PANAMA LANE MAY BE CLOSED AS SHOWN 5 GN EXACT LOCATION '.0 OFT 3 �1i�FT \ P FF CRT, IF ON THIS SHEET, BUT -ONLY DURING THE IOU125 IMATED IN -#, pF DETERMINED BY ENGINEER 6' �,' 1 \C N C SORRY �� F J THE SPECIAL PROVISIONS. WHILE PANAMA LAVE Y BF w �, CLOSED TO IF C THROUGH TRAFFIC, THE LONTRAC'OR _ ALL T AIL TIMES ALLOW FOR EMERGENCY VEHICLES IT . : TO PASS THROUGH THE. CONSTRUCTION AREA ON THE O 1 EXISTING SrRUCTURF. �.- 0C IT I1 �� \ N } L — 4.- THE CONTRACTOR SHALL COMPLETE THE ERECTION OF �a -1 IF I THE GIRDERS FOR THE PANAMA LANE OVERCROSS NG T` Ip TING. PRIOR TO GEALSO NO STAGE IT CONSTRUC Y 'rP PION PGT VIT ES ON RAMPS SE ES',"WN &°NE". LL C II _ �I l N G T ME CLOSURES 0- THE FREEWAY ILL NOT BE / - TA ALLOWED AFTER WORK S BEGUN ON T.O - FOUR To IN RAMPS. THE R STRIPIN F. RAND dWS' SHOWN ON SHEET ., 0 A TA TYPE 1 CNSTRJ.,TH ON PR JE Y PD STRUCTI OF COMPLETED PRIOR TO THE I.r _ �M E INS lx 'F E C % CONS RJINGSHAL THE BRIDGE COLUMNS, THIS I Py ACE EMDA KMEN T: IN FI ND IlJG IDE arc o RESTRIP LNG SHALL DE GONE WITH A ONE-NIGHT ..R ,., » ` A EXACT OCAT ON TO BE FETERM INED [1 i 5 STAGE O THAT TI.M'- '�— - CLOSURE OF RAM W5 AND THE C'O UtE. 0 THE 1 * BY E14GINFER RIGHT-HAND -ANE OF SOUTHBOUND ROUTE 99 IN IE LING IS T SAME 1 LEVE L. AS ROADWAYS 1 I ACCORDANCE WITH STANDARD PLAN i10.� SEE HEFT SC A \ 3 L AND 1 i4PE IIf DA Hf IC I.FS O ` 6. CONSTRUCT 'ON PROJECT FUND NG K FOR OETAILS UNDLfi 1 1 NS ACL ON.Y FOR NIGHT .. LO ,UR OENTNDARD ON SIGN STALL CON ORM THE BRIDGE �\�` I 1 1 - I TO STANDARD PLAN NSP TT AND FI { \ �� L �. y 6F MOUNTED ON TWO G'x6' POS STS r 1 RIF V1 IIS L+ 13+00_ 6.S FEET IN LENGTH. PORTABLE DEIITOR4 OR IRAFE IL CONE AT 10 SPACING„ j 0 if Perf, IFee' _ ��`� i \ END IONIC RAI L NG I' PE RI Fen IT If I IF Z 1 ga ,T4—`- 1 H VI Q i .r 3 C2 R 1 TYPE ED BARRICAD _.Ua�NEONj r 7� FL9P� _ app � `�.S a aoao \ { �. _11 (INSTALL ON FOR N GHT CLOSURE) _ - 1 �ql r > LL _�-IIS A L T PE CONSIRUCTION PROJECT DEr 11 2TeJ I,.1 I a ETTI\TT NG DE T'FIRST! ON SIGN a 'P 21 •iQ FND PJjiiABLE DEL N},B togs oR IF EXACT LOCATION TO BE LEI ERM INED � dEiAll LTB ' F TRAFT C COVkS AT. 0' SFALING'- j o LEG ND. BY ENGINEER - k,.L �' Tv Q r CONSTRUCT PERMANENT PAVEwl IT MENT. `r `it MP RA L NG [TYPE_K) IN I I TAGE 1 CONS RUC? TEMPORAR" PAVEMENT f IN rH S STAGE DIRE6r GN OF TRAFFIC FLOW IN x JIM G PTHIS RCVIOEOGE WITH NL.MHER OF LANES 13 1 M1 IFRERIF TR FIR Dc-olf-DI: CONSTRUCTION AREA SIGNS (STATIONARY, MOUNTED) STAGE NO -- -- NO OF POSTINSTALL REMOVE AND PANEL SIGN POSTS LENGTH BEFORE STAGE iRIC STAGE TYPE STATION SIZE MESSAGE AND SIZE (FEET) 1 12- 3 10 IF 27+J5 48'x30 ROAD MOUNT ON IF�•: ✓STIFF 233 l,2 IT CLOSED BARRICADE `4 11 'P'12+6 'Lt48'x30 R04D MOUNT ON �I L F IF C2 15 CLOSED BARRICADE✓ _- TAfA_— I] A"451+00 ]2'.x12' Ric G'x5•.' 5 IF Sl C18 An _'^ -ION FFIFFIVIFF-FrIFFIFFIFFIFF n I AEPIR 46, "A" 503LL00 72"xT2 CONSTRUCT G•xG: IS OFF` For ✓ CiO._ j 19 60'x24' II.S ✓ ✓ C13 A° 503 00 CONSTRUCTION FIEND RE' JjC�I�GI 60 %24` CONSTRUCTION 4 x4"SEE DETAIL CHI' SC-1FOR f20 {PFF fTOTRA REDAve 31691 ORIGINAL CONSTRUCTION AREA SIGNS (STATIONARY, MOUNTED) STAGE NO -- -- NO OF POSTINSTALL REMOVE AND PANEL SIGN POSTS LENGTH BEFORE STAGE :AFTER STAGE TYPE STATION SIZE MESSAGE AND SIZE (FEET) 1 12- 3 10 IF 27+J5 48'x30 ROAD MOUNT ON IF�•: ✓STIFF 233 l,2 IT CLOSED BARRICADE 11 'P'12+6 'Lt48'x30 R04D MOUNT ON F IF C2 15 CLOSED BARRICADE✓ _- TAfA_— I] A"451+00 ]2'.x12' CONSTRUCT ON G'x5•.' 5 IF Sl C18 An _'^ -ION FFIFFIVIFF-FrIFFIFFIFFIFF 46, "A" 503LL00 72"xT2 CONSTRUCT G•xG: IS OFF` ✓ CiO._ 19 60'x24' II.S ✓ ✓ C13 A° 503 00 CONSTRUCTION FIEND RE' JjC�I�GI 60 %24` CONSTRUCTION 4 x4"SEE DETAIL CHI' SC-1FOR f20 k, -- - - - -I IF IF�•: IA �/ x _ I ¢ c t `( E l� r ll' uj rr i 1 Ir Iflr `1 W r Z �/� IL I I i,�• j BEGIN TEMURV RAI G AP I r/ Q Im CDNF A MATCA E%1ST NG w LL. cmc 9fifiR1 ER LE 140 LNC MA T C HLf �. E5 _ r� / .130' FLARE... F Q ftAN 4,1 41/ _ - y 0 Ali --"H RPMOVE E% STING STN P NG 30 E D De TA L ` _ 8 1 X62 - EPA P �_ AA o _... _ - _ /' LC N JET IL 36A 1 _ `F65 BEGIN 6E1A11 27B - REMOVE A% STING ATR�r I - MATCH FYTS SIR PG L NE 65 4 J7 30 P B k = 0 REMOVE LX ST I NGCOREL 5 STRIPING UP TO 'A' 47430 54 L4 47430 BEGIN DETAIL =I 9 `.L^ L v 9 fi pjl9i ul ` iA / BEGIN RAILING � t I 9�H r , l _- / - I TFOU HE T KTrn J 9 -SS 9_64 36 b, ' f _�s:�� I� it 9T , sF TA L 36A I r 2Ib p f s RIPI a !` f L 1 ROUTE 99 ,. r- _ FLrECVENroI� _ .,�_— -I 11 16 -9~ o . 5 -- - .._ ccr,{j� IT r' lie 1- CON RUC PERMANENT PAVEMENT o S'�SE• 4e�-v ` ''7 IN THIS SPACE ENp CHANNEL gR 1 II " + CONSTRUCT TEMPORARY PAVEMENT' 1\ RAMP MAY BE CLOSED IN THIS STAGE d` ANp LONGER THAN ON E�""" BO \ ON %!!l �T T MPORARY CRASH CU hlOs W 1 \ (SNNF CT ION iuolf# DIRECTION OF TRAFFIC FLOW IN RAY 'TJ' l _ell 4 /pg p WEEK `70 MAKE LLJ bb THIS STAGE WITH NUMBER OF LANES tA_ 90 7 IV "' 1 N 3 PROVIDED o o I r.KILL 0Ti5 rWMCI�4ti017 A $E 80 IU �p a K &I &Air III Ll SUITE SO SO HL CA 1194ce -. 415'US NSPA CNN GL IZFR b�jf G 1'ell \ - (SURFACE MOUNTEDI III Ie K 'r - °sE• 40G.aa.• jIV- VVII FI SK ell11 KKK 1 IPAC 0' eR fell K W AO fie � I ^' EN® DETAIL 25A ( ,� 11� \a \\\'� .,, 1 '/Ji I I I i 4 _ -� c / .e. I'll VoI e. a .� le I AR I NL F P Led CI! DETAIL 25A Cc CA I I o .M _ 1 i RAMPMA BE CLOSED + '.\ e I, I' NO' LUNGER PLAN ONE 11, k 1\ 1 I1. WEEK TO MAKE CONNECTION :� I 11IF ��GKF OEif 1 _h ii �. _11 P 24+35% EEGIN ,.:. TYP MOD Ji e i 1 2 35 /�, 3 C2 MUD AND 0 TYPE m 1 rEMP RAILING TYPE K1 P 9 E I1. HARRICA DLS IL 2 B 0 ! IjING CALFS INSTALIfD ' \ J E IJA NC INS rALLED WHEN RAMP Cf USED 4„-71 30 WHEN RAMP CLOSED ! Jim] 01 s IN CONSTRucr oN P S.I� REGIN ,,, ANO TEMP RAILING 1; a :11 �P \ l - \_` k�� NDr 9FGi IPET( LPE-Ne I &e toT 2 (TYPE KVereI 1II �FJ C L�� ��� M� 1 _ _ �T` END IE- A c YP� K1 1 iC% p1 , ' PONY i _ I50'FLAHF• J �2=WHITE i L�MIT LI NL SFRIP NC. _ o _7IF 4 o `I m 6. M. Q y^ Ti - Ell z 23 EXISTECU B REGL BEGIN TRAP RAILING —T - - - _, i ==s �' - �� ,. ( �, 1> '(IYPE� 1 p DETAIL 2 BI F- �T - DETAIL ZTB of _ OC - —_ -� ;e _ loErA zYB j ' > um '�� p LL ra _ 2lR S, I _ -/ � RVe_ �_. aI•E P^ ILS _ _ V j�.,, `'-� �'^a 1 `_- Y �i BEG N TEM' RAI. I NG.1'Y PC KI I 1 o 9 4 EP r 16 30 END ` \ { 1 GF TEW k a )5 4 Q r. ANO DETAIL RAILING tgiYPE KI ���\ `V e 1 11` 1, �✓ IN UHAIVN EL 2Edt J 9� I ��I SPACING �• .,� ` p 1 INSTALLED WHEN •• 1 ,. I .. .+ .161.; I RAMP CLOSE I ly CONSTRUCTION AREA SIGNS (STATIONARY, MOUNTED) NO NO OF POST. INSTALL REMOVE AND PANED SIGN POSTS LENGTH BEFORE STAGE AFTER STAGE TYPE STATION. SIZE MESSAGE AND SIZE (FEET) 1 2 3- 1 2 3 STATION P SU. ROAD (FEET) 1 2 3 2-71-3 6 I6 R5 48' B CONSTRUCTION 4.16' 14 ✓ ✓ It q0 4g CO $TRALCTIUN 4 6' 14 ✓ _ ✓ P t5 ti0' 2 2 14 ✓OAA✓ C23 L12 CONSTRUCTION 4 _ R3 TERMINAL 30 x30' STOP— 4'x6 14 ✓ 11 24 CRUDE) AS SHOWN 48 30 RAMP CLOSED ARRNICAOE T ON✓ ✓ ✓ ✓ C 3. P t 30 60'X24 14 ✓ ✓ P 1000 36 x3 ;'. STOP AHEAD CONSTRUCTION CT ON 4'X4" ✓ 5 RAMP MOUNT ON 1 -L C2AJU AS SHORN 48' 30 CLOSED RR CADE ✓ ✓ 6 31+0u a8' 46 FOTIS CONSTRUCTION ON I4 ✓ ✓ CIB L} AHEAD 4.x6.. __ _ �f q '.P 24 5 SEE DETAIL li SH 1. EC ) j 'SE' L 85+00 48'x48' CONSTR Ci ON 14 CIF HEAD 4.x6.. ore" F/ CONSTRUCTION AREA SIGNS 471+70 7� 4r STAGE CbNSTRUC710W BEc (STATIONARY MOUNTE DI NO NO INSTALL REMOVE OF POST AND PANE). SIGN POSTS LENGTH BEFORE STAGE AFTER STAGE TYPE STATION GIZE,FMESSAGE AND SIZE (FEET) 1 2 3 2-71-3 6 SE' 46S UO CIB It q0 4g CO $TRALCTIUN 4 6' 14 ✓ _ ✓ �_ D _ R3 TERMINAL 30 x30' STOP— 4'x6 14 ✓ 11 24 P' 22460 36 3>" STOP AHEAD 4 x6" '14 ✓ ✓ 217; P 1000 36 x3 ;'. STOP AHEAD 4 xC' 14 ✓ 1 -L Ral 1NG (TYPE � J,�F TRA Fft HANOLINC AND ' m � NO'F� SIGNS i AND fi -SHALL BE INSTALLED WITH AFLASHI NG BEACON, PORTABLE � � 1 CONSTRUCTION AREA SIGNING FLAK., _ RELOCATE TEMPORARY CRASH CUSI II _ ON :STAGE B ARR Y TJ' FRO'�I STAGE IA � 10-50, I' IN LSC 2 , L -1-i- J CW 06152 't OR R,� .Co E s N , - __ = lay qa Ea16 J EA 18080 %�'i i r Fs FRON STAGE 16 �e� C kern E 79 I -ItI Ct`^ LEGEND ii IS F OM STA�PE L t - CONSTRUCT PERMANENT PAVEMENT 4 I IN JHIS STAGE , \ ARRIORAljJ.CRASH C SE 484 00 , E CONSTRUCT TEMPORARY PAVEMENT fq J � ENo LAN ELIZIBK �ew IN THIS STAGE 1'• mi ,:1 I I F Iii + +.I:, CI DIRECTION TRAFF C FLOW N I 1 rl iH STAGE NITH NUMDER'OF LANESPROVIDED _F� 1 FU�E 210 " r�Autsous �CIN4ck E-LzFa;131 e � m� A 'SE h 490.00a/ ' -14', SPACIND 7NET-TTE-TA L279__S <sORr ACEMOUNTCD) W� 1 -' IP ` - a r 114 p ...All Y/ I:�a E w W x DETAIL 27 R° ( \ r r -1 -'}j i- PERMANENT PVMT STR I�1� sEL Po I . I _ w 7 TrPE EIBARRICADE cV\� -SI - ..'uSE' 477°30 I a INSTALL PERMANENT \ N N0. 13 P'' 9425 BEG N C(�TJ T TION P� HERE P9PORARILY I§FG N CHNIVELIZER '� T & TEMP RAILING \ DI TAIL 36 1 u 1 ` V IS SPACING IS E MOU iCpl .(TYPE k! P r f MATCH EXIST STRIPING AND -� DE TAIL 270 1\ + -0IE % i � >c - It T 6EG N DcTA,L 22 ,.> i - i d \ ` 1 w .... . `_ /� hLo 1 W he �-IIANNEL ZER e f - — .'Z .., tx DETAIL 22 7 x _ - DET L 2]0 i3 .LL DETAIL 2P PANAMA LANE_- _ = _ -�4 78_ - ` T�AIP 4All TNG °fYPF1 KI GDEigl 27B ulEDOVE EXIST - -DE TA IL 22 ` GE 3 TO REMAIN '^ STRIPING REMOVE EXIyT ROM STA o �! P12+25_. OFFAL 27B- STRIPING BETA L 3�- 9EGTN DETAIL _- 0 272 & 22 REMOVF ERIST-DETAIL 25AT<� ! SfR PING 2. LIMIT LINE %„F^�'y�'1 24 L14IT { LINE— T 23� LOCB TA n. �raowsince � 3 `I 1 I� LE I^�- - L XV I I r I I I I JJ4TCH EXIST( STRIPING `. it \ AND. DE161L 22 .,. r� T7' 4 ti off, CONSTRUCTION AREA SIGNS (STATIONARY MOUNTED) STAGE I . NO NO OF INSTALL REMOVE .AND PANEL .SIGN POSTS LENGTH BEFORE STAGE AFTER STAGE TYPE STATION SIZE MESSAGE AND SIZE (FEET] 2 3 2 3 7 'P' 9°0048'x40' DETOUR 14 ✓ -. CI R4 AHEAD 4'x6' ryl. 'P' 7«35 SEE DETAIL 13 L+ SHE SCT 29 P° 18.35STOP 36°x36" 14 v� WI RE AHEAD 4°x6" ryl. i Lu STAGE CONSTRUCTION-�; :,TRAFF I C� HANDL I NG ANO ' A.. _, I� - - - - - - - F011 CELERITY Neou HE E— I Add; l EGEND TTS Ciml .R�{M1J�(hRJ�(��4' CONSTRUCT PERMANENT PAVEMENT �. 11 IF ARE I I A Ld x e�.IN THIS STAGE N' .,: ry /lE.A.FIElpail .� CONSTRUCT TEMPORARY PAVEMENT \ �" K FAIN A.., y - u 21 I t FlIddled,� If All IN THIS STAGE �� I + Addr.,.,.000 .�.. CHATAid LL - a! i': DIRECTION OF TRAFFIC FLOW. IN �` _ <= FT THIS STAGE WITH NUMBER OF LANES ! -a 1. ,„, n n S G° PROVIDED \ l lwC Air AN, ON C4 ell ji EL FEE I All I o i PERMANENT PVMTFeel _ 6TRIIPD-3- NG DFTAi[SAd F -F SEE D j'- - 3- _ e _ itel I All ,. i �-5 - 1,.v ( i TEMP caasH cus}iP9N ledyIA _ HI GIN TEMPPTAIL ING AHR Y iq All\ �- (TYPE At `\\} FIE EPERMANENTPVMT ['v '�A '�ANN ( STRIP NG DET ILSs 'P 2b 7a. _ .;: _ SEE PD 2 Q CIN TEMP RA {iN N" i r_ ...P 20.10. HEST �MPORA 'NL 5 b1�N.0. 3� widew (TYRE KI AN0 END TEMP—RAILING R DeTAII 270+f _ TYPE N! M �`2$ I{ �� �� = PT �. _ Fee. Mn + END F_A�rL IV'— fJETAIL 22=SEJ L 2T8 _ _ f' f �' \ AP -g9»30 FND i� Far�" ` REMOVE EXIST S73�LN ftEd�} LJ ( --t- JITAI )C ANSI STB of O IEM2 e ILIN'G�SY.�,_ Y �� f+ _ � 3� _ I ' I � _ AND DETAIL 270 1 - File r i FROM STAGE 1 TO REMAIN 1 )p(/T__ It 1 \le L M T ' `IAV. �A L 22 I Z?YPEy6i(I..j ARROW 1der 24 T�, A INS Rte, ovF Ex EXIST i, MATCH Ex sT SiRIPkL -�F _--'` Z.l.f_FP P 2—io� j"R 61 NC' AND BEGIN DCTA IL'22Al 'F IRS N CHANNELIZER L'RCMOVEENIA% 1f -1 m $' .SPACING STf6f NG& ARgl G ai DETAIL 36 �1 J (SURFACE MOUNTED)red 100 6 �I 1 JA S !' DETAIL 279 PI-fE 41 NE DEVIL 25A I esoc Ad. 11 1 Fill,(pI.11qjY IF �Ce f No !� All Are{ l lj ANIF 1� o' Five IF w f :.' P� �; �. SEE: Ad e AN 1 ! IR " FAA,NIRA I CIA - 9 P I _.i Ad IEFF „'t( V. CONSTRUCTION AREA SIGNS all ORIGIN all Siva) IF (STATIONARY, MOUNTED) STAGE I N0, NO OF POST INSTALL REMOVE AND 'PANEL SIGN POSTS LENGTH BEFORE STAGE AFTER STAGE TYPE STATION .SIZE MESSAGE AND SIZE (FEET) -I 2 3 1 2 3 8 'P' 30+30 48'x48 DETOUR I' l4 ✓ ✓ CI It AHEAD 4'x6' FIFFIFFIFFIFFAF SEE DETAIL 25 I SHT Ad 30 NB RAMP 30'x30" STOP I4 RI. TERMINAL . 4".x6'r �Eal 1 I CONSi'RUCTICNAREASI GNS (STATIO STAGE STAGE IOUNTEDI NO NO NO OFT POST NSTALL REMOVE AND PANEL SIGN : POSiS LENGTH BEFORE STAGE AFTER STAGE T>'PE STATION SIIZE MESSAGE AND SI ZE IFEEiI qp Cz I0.00 48'x}0` ROAD n ON Rt 48'x III'. CLOSED BARRI CAD CONSTRUCTION AREA SIGNS f .STAGE 3 AND 3A.' _ NOINSTALL LEGEND CONSTRUCT PERMANENT PAVLMENT NO OF POST REMOVE 4N0 PANEL SIGN IN THIS STAGE LENGTH BEFORE S TAGE AFTER STAGE TYPE..STATION t SIZE T CONSTRUCT TEMPORARY PAVEMENT AND SIZE (FEET) 2 3 2 3 ^ G't IN THIS STAG 25+50 ILI I DIRECT!ON OF TRAFFIC FLOW IN ✓ yr N16 f20) G`= L K I TN NUMBER OF _A NES 30'X30' IAD 6 A6' PROS DEOGE _ 21. 'P" 27.62 2n'%2A' CONSTRUCTION AREA SIGNS (STATIONARY. MOUNTED) .STAGE 3 AND 3A.' _ NOINSTALL NO OF POST REMOVE 4N0 PANEL SIGN POSTS LENGTH BEFORE S TAGE AFTER STAGE TYPE..STATION SIZE MESSAGE AND SIZE (FEET) 2 3 2 3 25+50 36"X36' I (q , ✓ yr N16 f20) Lt 30'X30' IAD 6 A6' _ 21. 'P" 27.62 2n'%2A' 9'x6'. 4 ✓ �✓Ij — NO PARSOM e dtA SAN 8LRQY0LVfC. CA 92CBi� 3 i -.. I SFLi4— � I Gi11$BNSt&q�ilpFF �\ 0 t�� <' NO 1 N 3 " DE c sPEg1 AL seEc sx j� 99. eG ° o SOUTH ESE" 8 i EE 4NGE CHE51 TIN U 3 S GNN D�� 0 � � NORTH ESE E tE f r 1 _ , . COLOR. MESSAGEBL Acx BACKGROi�ND OPAnGE .. , F Ke c cac o iu s i s cN azz oo sxFEi �I 99 PANAMA'LANE a � , � WtSTBOUND E s sauTi� MaFs,25 BIE, . Y . s1 zE: 2s xcs° � I,' I I EST I.A NE RIGH T'.LANE ° LAcx ACKcaouNo oRANCE ONLY: ONI.;Y LETGiER 5 ZEA t NCH Esq { — t ' (NINOi 4SEPARATE PAV. ITEM11. FORT NFORMATIONONi Y. 4 L=_1_1—1 LN E FLASHING BEACQN,PORTABLE °�' �E E B �, jINNNRrH eER o Posis2 s .5 LENG x. R1GHT I ANF , SHEET {V ' ONANiIT tfS SC -1. Y r 2 � _ I I 1� S Iw LL s0 FT LF LF EA -LF C. LF _ ° ; rc o Q 0 14 c' 910 of .I 0 � I o� m �u SC -IA -.. I SFLi4— � I Gi11$BNSt&q�ilpFF �\ 0 t�� <' NO 1 N 3 " DE c sPEg1 AL seEc sx j� 99. eG ° o SOUTH ESE" 8 i EE 4NGE CHE51 TIN U 3 S GNN D�� 0 � � NORTH ESE E tE f r 1 _ , . COLOR. MESSAGEBL Acx BACKGROi�ND OPAnGE .. , F Ke c cac o iu s i s cN azz oo sxFEi �I 99 PANAMA'LANE a � , � WtSTBOUND E s sauTi� MaFs,25 BIE, . Y . s1 zE: 2s xcs° � I,' I I EST I.A NE RIGH T'.LANE ° LAcx ACKcaouNo oRANCE ONLY: ONI.;Y LETGiER 5 ZEA t NCH Esq { — t ' (NINOi 4SEPARATE PAV. ITEM11. FORT NFORMATIONONi Y. 4 L=_1_1—1 LN E FLASHING BEACQN,PORTABLE °�' �E E B �, jINNNRrH eER o Posis2 s .5 LENG x. R1GHT I ANF , SHEET {V ' ONANiIT tfS SC -1. Y r 2 � _ 'P°. 050 I SO -2 S EA LL s0 FT LF LF EA -LF C. LF _ ° ; EA EA Q 0 14 c' 910 of .I 0 B -.. I SFLi4— � I Gi11$BNSt&q�ilpFF �\ 0 t�� <' NO 1 N 3 " DE c sPEg1 AL seEc sx j� 99. eG ° o SOUTH ESE" 8 i EE 4NGE CHE51 TIN U 3 S GNN D�� 0 � � NORTH ESE E tE f r 1 _ , . COLOR. MESSAGEBL Acx BACKGROi�ND OPAnGE .. , F Ke c cac o iu s i s cN azz oo sxFEi �I 99 PANAMA'LANE a � , � WtSTBOUND E s sauTi� MaFs,25 BIE, . Y . s1 zE: 2s xcs° � I,' I I EST I.A NE RIGH T'.LANE ° LAcx ACKcaouNo oRANCE ONLY: ONI.;Y LETGiER 5 ZEA t NCH Esq { — t ' (NINOi 4SEPARATE PAV. ITEM11. FORT NFORMATIONONi Y. 4 L=_1_1—1 LN E FLASHING BEACQN,PORTABLE °�' �E E B �, jINNNRrH eER o Posis2 s .5 LENG x. R1GHT I ANF , SHEET w� ONANiIT tfS SC -1. `�45I�00 SC -I •..A'."503.00 � _ 'P°. 050 I SO -2 °P':31�00 EA EA s0 FT LF LF EA -LF EA LF 50 FT EA EA EA SC- 0 14 910 205 0 B I SC -IA ZI60 10 310 S 1515 26' SC -2 38 13 405 400 31 1805 16 155 13 4 SC -3 44 ] i250 2235 03 680 1680 - I2 3 I -SC-4 9 30 930 .1935 ]0 825 T :1645 30 � 65 E4. I SC -S 15 5 2850 ]6 960 ] '2 I SC -6 47 2185 4 '-020 3 TOTAL 153 39. 30 11690 45]0 311 ..:6285 46'" 4995 30 163 S� 9 -.. I SFLi4— � I Gi11$BNSt&q�ilpFF �\ 0 t�� <' NO 1 N 3 " DE c sPEg1 AL seEc sx j� 99. eG ° o SOUTH ESE" 8 i EE 4NGE CHE51 TIN U 3 S GNN D�� 0 � � NORTH ESE E tE f r 1 _ , . COLOR. MESSAGEBL Acx BACKGROi�ND OPAnGE .. , F Ke c cac o iu s i s cN azz oo sxFEi �I 99 PANAMA'LANE a � , � WtSTBOUND E s sauTi� MaFs,25 BIE, . Y . s1 zE: 2s xcs° � I,' I I EST I.A NE RIGH T'.LANE ° LAcx ACKcaouNo oRANCE ONLY: ONI.;Y LETGiER 5 ZEA t NCH Esq { — t ' (NINOi 4SEPARATE PAV. ITEM11. FORT NFORMATIONONi Y. 4 L=_1_1—1 LN E FLASHING BEACQN,PORTABLE °�' �E E B �, jINNNRrH eER o Posis2 s .5 LENG x. R1GHT I ANF , SHEET -LOCATION ONANiIT tfS SC -1. `�45I�00 SC -I •..A'."503.00 1 ° SC -2 'P°. 050 I SO -2 °P':31�00 .::,TOTAL 4 _ � f .: ., .r „a.. � oRe we uE s n rvcxEs y� � r:rry _� xazsaa rvs✓ ssasxs as r� GU 0612 ; �. EA 3008D4 I_ --- - -- -- - - --- _ l 'S +70 PVMT MARK NG ISI DNn C'� 1 / � h' REMOVE EX Si PVMT IAARKi NGS .20 PVMT MARKING 'AHEAD1 F LI 1� MAE�CN EX �TSTR IP INET- / Qy 1 T`It _ END DETAILS 9, 25A & 270 1 (2) TYPE 4 ARROWS-- I G R 6 5 •✓ptc� RIR 1 1 _ 4/y 1r 1�p kr 77 /� / 40 END DETAIL 36A ;7YSe a9 \ 1 �/ / NJ DETAIL PB At / > MATCH EXISTING STRIPING I. a 45'483 0 \ 1\ 1 (�`M CAST S T RT E NG i ( f G END DATA 1S 25A & 27B II +45 TYPE. DT (L) RROW'HERLACIC 4' I- +45 'TYPE TII UP) 1RROW1-� R 1� c r m - n W Wr'LI HE 1 WMO E ON lO_ ( N tq. 5� 1 BRIEF 5� A 140 t)o65 TYPE IF I ARROW / (I) TYPE I (24) AR.20W 1 1 - 65 -YPE ID (R1 ARROW 6 \ \ F 1 'P' 2•TS Y 1 B.G N.CONS [ST TION F I, T . 36 ? ' Tn.ATCH. EX 5 ,STRIP% AG a O iC^ 9� 2-T 9 !" J uo u W( �zT'" ._ _ I 1� rt � m Z s � 401 - —PAN MA 'LA—E _ Cc ....._ F LL- — P.19KLINE 'z05 '.� o . ; P' 12,25 E F - , REMOVE EXIST Q'. B� C,ONSfRUCi-bN F r �- T� SFRIP ING C 2] ?6 T P i 12+55 MATCH EXIST STRIPING _ BEGIN DETAILS 9 ` '1 (1) PE T (24) ARROW 2h y \ ES 47680 �T,�12 _ MATCH EXIT STRIPING END. DE IA ILS 2"]B AND \ z F 0 YA P i 1 473+40 BEGIN DETAIL 36A� MAFCH EDGE OF TRAVELED B WAY STRIPE T I 469+65 BEGIN' DETAIL 27B.--'-- MATCH QST STIR -J E �i �Irn �i3- SIM VLRWPPW �i LEGEND -BREAK INE tl CEN[ TYPE OF SIRIPE NO, PAVEMENT OFLINEATION DETAIL NUMBER UIH�RAOPI ASI I,. CWHIT LINE uloa'-gh WHITE LINE (DETAIL 38 o/I� F \ 50 4 WHITE I INE J 12 WHIli IIMIT' LINE OR CROSSWALK LINE EP 0 AS ICI I DFI.INEh DR ORMARKER, TYPE F \N -ESS DTH PA EE INDICATED E RECTION OF TRAFFIC ARROWS AS DEPICTED ON PAVEMENT OE,INEATICjG PLANS - OTFS L PAVEMENT MARKINGS, L IMIT PINES, AND L OSS1'ALK LINES AP THERMOPLASTIC, U ESS OTHERWISE INDICATED. 2. A TRAVEL LANES 4RE 12' WIDE, UN ESS .OIHERWIYL NOTED. ur - TRAFFIC STRIPES ARE PAINT (2 COAT;,, UNLESS OTHIRWISE NOTED. 4. PLACE ARROWS 20r BEFORE LIMIT LINE OR CROSSWALK 5. ALL CROSSWALK AR; 10' IN WIDTH, (MEASURED INSIDE 10 1 NS IOE) III PAVEMENT DELINEATION t T _ - 3 % L LEGEND \ ` I -ten—BREAK EINE BETWEEN TYPE OF STRIPE `'WN48090 / `(` ` ;. ` A G E>TI S7—STFTP ING `s, . :. , \ \' ND DETAILS 25A & 27D u AD !. NO PAVEMENT DELINEATION DETAIL NUMBER O y la L I S itP� G�\ - �` I E7R1Em All % % OD 100'-A' WHITE LINE \ -Ill VVE NO , 1 - \ 100 -S" WHITE LINE (DE AIL 38)LEE \\ i — \ WHITE LINE T 1SD'-4 0\% \ \ To, 2 WHITE LA T LINE CR LR05GWALrc LINE THERMOPLASTIC) N Q\ LA I DELINEATOR OR MARKER TYPE F. 1 LEE 'ELLI UNLESS OTHERWISE INDICATED DIRECTION OF TRAFFIC - 3 % L LEGEND \ ` I -ten—BREAK EINE BETWEEN TYPE OF STRIPE `'WN48090 / `(` ` ;. ` A G E>TI S7—STFTP ING `s, . :. , \ \' ND DETAILS 25A & 27D u AD !. NO PAVEMENT DELINEATION DETAIL NUMBER O y la L I S itP� G�\ THERMOPLASTIC - �` I E7R1Em All % OD 100'-A' WHITE LINE \ -Ill VVE NO , 1 - \ 100 -S" WHITE LINE (DE AIL 38)LEE \\ i — \ WHITE LINE T 1SD'-4 0\% \ \ 2 WHITE LA T LINE CR LR05GWALrc LINE THERMOPLASTIC) N Q\ LA I DELINEATOR OR MARKER TYPE F. 1 LEE 'ELLI UNLESS OTHERWISE INDICATED DIRECTION OF TRAFFIC ARROWS AS DrP CIED ON CAVEMEN] DELINEATION PLANS O SeCJ__ W \ 2-/ ZE Ll 1 I. ALL PAVEMENT MARKINESP LIMIT LINES. AND - CROS� LINES ARE THERMOPLASTIC, I 3 I�I � UNLESS OT UNLESS OTHERWISE INDICATED., t 5 2. ALL TRAVEL LANES ARE 2 W UE, UNLESS O IER ISE NOTED 3. ALL TRAFFIC STRIPES ARE PAINT (2 COAT), I f �` Ulm UNLESS OTHERWISE NOTED, � IllF AT �k 3 _ () TYPE I 24l ARROW Am 9. PIACF ARROWS 20'. DFFORF LIMIT LINE FIT TOTZ OR CROSSWALK. 0 ,-i \% , G �\ P 23 0'IDTH. . ALL CROSSWALKS ARE 10 N AIF (MEASURED INSIDE TO NSIDE). E L _ '--��� r MAT H EXIST S RVF NG 1 G -� 36 f END DETAILS 9 AND 27H VI u b 9 G t'C7�'----�i---" LAI I LEA TYPE 1SI AR6W ' %..... !C o. M -�.. PaNnwl LhNE:`E r` _ a�. =G� ,'; — _ NC - f_'20. u�.. TYF IY (L> ARROW -'--- _— '.. _� —A _ _- _ _ LL - 1'ir - a ® _1 J {� �,9 27 3'o T �'R z� OF \ 45 y - rl - � ``REMOVE o \ EXIST ,� _� 30 J STRIPING / f VeMtC!EXIST 5 RIPINC I END DETAILS 9 AND 230 ! 1 �.I () TYPE I (24) ARROW REMOVE EXIST a'� 25 TYPE IF (L)&(R) ARROW z SLEPT MARK NG G LEE IT I'T 27 ILL mo ALP 1 I 1 l III Z I I 11a t o1 K I 1 ALI Iq t f ) °Iv ) +50 TYPE III^'L)&�,R) ARROW%. TIEof 1 x\\11, (2) TYPE Y ARROW - VV / 1 %rn f00 PVMT MARKING 'TING AO' ' P�� EPP ELFX50 PVMT MARKING SIGNAL�. N 4L� Q0 fIC 1IIT - 1 REN10VE: EXI ST PVMT MARKING MATCH EXIST STRIPING / ,L 'STOP 4 t ��'� �:,�e l� ) & AHEAD —dam_ X ENC DETAIL 1 ra �I ,,, d a 'PAVEMENT DELINEATION sea>� a5o PD 3Z a, { �I TETI Ll PF PAY, VilCRUCIAL SCALE IS IN INISOES,L--EckVkVa� B 8R JZ�CLLIEA 380801—.€ `....i 9.64 C NG PEFLCEi E E E I ° __ F n•- P T r c E T 5 ° O 0 FaOM TO SOL ° �� iE E E � 0 E EL 0 t LLOWiY E wu E EBF__ STRIPING _ 28� 82ff 3 ANO PAVEMENT MARKER QUAfJTITIES 9.64 J� C NG PEFLCEi E E E I ° __ F n•- P T r c E T 5 ° O 0 FaOM TO SOL ° iE E E � 0 E EL 0 t LLOWiY E wu E EBF__ _ 28� 82ff 3 tLL SE ]8^43 'SE' 4l8.8C 9 3) 3) 1 - _ - _ __ - - _. _ _ - $F 418^43 SE' 480 00 9 S) - 5) 4 P t2^55 P 14 6S 3 420 :410 10 __ P 12 T5 S 10 9 4)0 '4)0 P � 16 00 P' 0 00 9 R00 d00 __ - - "- -_ - III P 16 50 10 00 3 00 )00 � _ _ _ f� _16 _ _ E Y]•43 6E` 480^00 Z A 25) 15] y 2�_� _ WS 483_^50 °WS' 48522 "SA .I ]2 _ I.12 _ _-_�_ � _ __ _ __ _ r b�'."_ -_- - - - � _ - _ { ES 4)6^_80. ES" 4)) OS 25A 25 25 - - � f__ � _- �� _ _ P 16 00 P 6 6 2]9 65 65 2 16 ZS ES 4)6 80 2)d 560 560 �~ _ __._ _�_ �- _ __ __ r _ }��� -_- -__ -__ � _ � PD -I S d)). 3 SF 48C 00 2 D 15) 25) I i _ _ I WS 8S 2] P' 18 20 2)d I 0 I)0 _ _ _-- --_- _� - —___ I_ S 483^SO WS"_485 I 2)B 6) 16] y_ _- _ _ _ J P ) 3 P 18 CC 36 5) SI I 3 _ _ �_ _ _ _ _ _ _ ` ES i^CS ES' 41) 60 36 55 _ � L h5 _ _ 3 � L P 6 6516 RR 3E, 23 23 2 � _ __ _ WS H ^22 WS' 48S 14 36 52 I 52 - __ - �- SE 4)-!^32 P 16 00 ) 03 � - -� � � �- �� - - SF 4]) 3 SE 9 8 43 [ 00 100 _ P 165 P 5 IS E 100 100 � ._ - - - _ i r- P 6 00 P 16 50 00 _ 100 ___ _ _ _ _ _ _L +_ _�_ SE '4)7+43 5E' 8 93 _ G 100 �_ 00 i A 6965 'WS` )9 40 2 0 1005 100 _- _ _ _ _ I _ �_ -- --i �- - �- � - _ WS 4l4. 30 WS' 4i9 40 36A SIO __ 5 0- _ 26 _ A 4)6-a_0 A""4) SO 2)890 _90 _ _- - _- -_ _ -_ _ - -- - _ - -_ �- _ - — r.- - _- �. __ — -"_ _ -__ _ — _ -_- _ _. _ 1 _ � _ _ -____ � �_' -- __ —_ - __ - --� _ _ _- e_� _ - - -__ _- __. ___ ... _ -.__ ._ __ . .� - _ _ —� _ __ ...I ...... .____ _ _ •-- _.l _ +- � _ _ � � � _ SUEEi Ot S 2614 2390 454 61� 194=�� 8) � L��_I, 98 22 L�] J� _. ,_ ... .!fir _ fl 5 u� * '. i 6 r CE l+ STRIPING AND PAVEMENT MARKER QUANTITJES � %� ��--r ° �— E E �_���, � a. siAi oN � � � V REFI � SdEEi OE2 8 � P V E .F 1 -S-A. 4 f II t, 'd� 5 0 0 0 P� g E ` / EROM'— t �. .: � _ .: - _ .. - ___ i1�OM8 BWfWdA'�FldlNFF ! -r.- <. j _. _ _ __ __ " _ _ __ _ _ u i L� _ _ i� TTE 1 l 2-3) t 3 W LL E � rE OG w � / f Iz-3� 6 11 _. ,_ ... .!fir _ fl 5 u� * '. i 6 r CE l+ STRIPING AND PAVEMENT MARKER QUANTITJES � %� ��--r ° �— E E �_���, � a. siAi oN � � � V REFI � SdEEi OE2 8 � P V E .F 1 -S-A. 4 f II t, 'd� 5 0 0 0 P� g E ` / EROM'— T Ue i1�OM8 BWfWdA'�FldlNFF ! arE E E E Ow vE H iE u i L� TTE 1 l 2-3) t 3 W LL E � rE OG w � / f Iz-3� 6 11 _ _ �_� - �__ __ � �- - I N 4_]300 'NE'4]5 5 :9 245 2.5 -- � _6 P 2000 'P_24ri00 9 800 - _- �- �� m��.n �" � � 800 � IB _ - _ _ i _!_ k P 25 X40 P". 21 I I 9 342 342 -- _ �� � 8 - f - P 2410 P"_2_B BG -_9 820 820 -_ -_ - � 18 � EN 46850 EN 469 22 25A 12 --� a --- ]2 -� _ _- �, i - - - -- _ ���- _ - > WV 4'4+]5 WN .400 90 2�A 6 5 6 5 _ _ _ __ 2 � P 2 50 FN 4fi922 2]B 240 240 -� _ P 24 90 'P' 25 35 2]B 45 45 - _ T__ a NF 9]300 'P' 29 30 _ _ 21B ]95 ]95 �� --� -- �- � P._ �_. �-�-��—� _ � --- _ ----� -- -_ -r._. W4 4]4 'WN'48090 d0 2-B 610 610 -_ PD -2 _.._ .___� __ Y'J 9]4]0 P 2] I 2]B 255 .255 v� 23 00 P 23 31 36 3] _ -- _ is � 3i _- _; ¢ P 13 00 WN 0]3 X45 FN 468 0 Y 414 10 36 36 35 125 ~� �-- �_ �- � � 35 lyp - � -�3 _ m' P 25 35 _ P 25 85 36 50 � 3 _ __- - _ _ �f_ _ - w. P 23 61 P 2 II E 00 10_0 I _ x P 2 0 I. Z 0 c V00 100 __ _ �_ __ � _ _ = NE 5�4 NE 4i6 5 G 00 _ 100 _ � _ I �� 2 30 P 29 30 G 100 - � �� �- 100 _ -T � - _ P 28 80 P' 19 30 I CO 100 � - - Y Y -- _ _ Z --_ _ ___— -__ _ - ..___ _-. - o -_ -�- _- _ _. .___-. N______ - 1 � __- _ _. ___ _�� _ _- ,...—_ - _- - __ - -_ Ia �_-_ __ _ -� _ _ __- _ - _ I _- ___ _- - �--�--- _ _ e — _ ' ' - _ _ _ _ _ _ _ _ _ _ S, a -_ � C--�_�_ -_ 5 EE 0 2245 2684 681 200 245 241 8 3 I �T�_=-.l-Z��[___���� S=I-ZZ�=��= �[ �-i �ci _ 40597 50]4 f r T L1141 010 439 ��4 I^ �L_� j� 199 53 �, �I �2,5-17�,A��3; ��< _� _ -- " ` DELINEATION � � � r )PAVEMENT a• � ' QUANTITIES � � � �. ,I I Pp�A; ;____�____ A a o<<E� �. ��> s » wd ��'��I ..���.. F E .> u_��''o� a osls� � , E� p aeodGl �=1, r s __<_.,�co S „ .. _. ,_ ... .!fir _ fl mlwFISTDZ 0 -if Z5 J w MST? aa��P� < J o SFA EA EA Fn f SOF -of _ SOFT StSOFT�.O.'SOFT r s r F _ —t— _ l 5�_ PD 1 [ 6 - 62 84 84 66 64 62 54_ _5� PD -2 2 6 IJ f? 84 g4 6fi ;2 31 235 +j -_ aa r f2 — + ��— � �� I — f4L5�� I I I _8 I2c_ 68� 36 9S 499 _ _ _60 ,_ _ ar ION GOi E E 0 FILL W' - GE Cy m - Y ON': LY A E Z:. N Q BE TYPE a TYPE B _ Q' NE LL 0 EA EA LF C 00 b3 0 .00 413 �00 oI 66.7 9.53 0 Q 19.32 -22- ZIU 19 '25 ' .71 I� 0.00 9 30 00 474�00-55.5 0- _56. -30.62 _ 930' 2 8,04 98..37 _- - 13+00, •50 154. 11 - - 0.93. __ .SIT 3+50 40. OG - 2.97 31,81 45 6 4 9 7713. 71. 29 67.06 -'36.93 230. _ .._._ 74 _ _ 66.41 S 476+00 3-459- - 47,12 79 70 14+50 _ F5- "156.15 74.2 - - 249.]3 - - 279.76 WIT [a .56 225 3 _ _ +50 ib4. 36 ar ION GOi E E 0 FILL W' - GE Cy m - Y ON': LY A E Z:. N Q BE TYPE a TYPE B _ Q' NE LL 0 EA EA LF C 00 b3 0 .00 413 �00 oI 66.7 9.53 0 Q 19.32 -22- ZIU 19 '25 ' .71 I� 0.00 9 30 00 474�00-55.5 0- _56. -30.62 _ 930' 2 8,04 98..37 _- - 13+00, •50 154. 11 - - 0.93. __ .SIT 3+50 40. OG - 2.97 31,81 45 6 4 9 7713. 71. 29 67.06 -'36.93 230. _ .._._ 74 _ _ 66.41 S 476+00 3-459- - 47,12 ar ION GOi E E 0 FILL S EWALw` - GE Cy LINE SF Y ON': LY A E TYPE N BE TYPE a TYPE B E NE 0 EA EA LF 00 b3 0 .00 413 �00 4 66.7 9.53 0 19.32 -22- ZIU 19 '25 ' .71 190. 0.00 9 30 00 474�00-55.5 0- _56. -30.62 _ 930' 2 8,04 98..37 _- - 13+00, •50 154. 11 - - 0.93. __ .SIT 3+50 40. OG - 2.97 31,81 45 6 4 9 7713. 71. 29 67.06 -'36.93 230. _ .._._ 74 _ _ 66.41 81.24 476+00 3-459- - 47,12 79 70 14+50 _ F5- "156.15 74.2 - - 249.]3 - - 279.76 0 344 .56 225 3 _ _ +50 ib4. 36 - 5.49 - - 535:76 0 _ 6 6 8 59 t43,21 114.58 2235.83 154,67 3 00 20.05 0.9 264.83 19.56 479+00 0B 17,50 1159.53 1 B. ... se 251 42 - 1213.91 - . 0.00 979.50 21bJ. 71 _ -'-- .32 - 80 00 26.16 - -133-27.04 142.31 0.00 460'50 6S 71 `0 84.72 -460.90-- .0.00,. _ _ _ F8- 21+50 25 0 .3.76. 1211. 95... 631 -- 55. 54 133 -- 2642.66 200 65.30 .1 1 e2. 12 2618.51 2. so 5.59 _ ei _ 47:24 002. 1411- 40477.50 553.69 ,.. 2300 _ 596.73 - - G92. I1_ �--- 35a48 POLL] 025.83 64.66 85.67 -- -333: 72 -- _ -- - 23.50 - 92 69 6 2.02 4T9+06 _24,50 35.0 1 8G� 57:27 - --59764 190.26 9.50 36.96 --- 6.80 298.,4U 356.62 -- -- 96.53: - _25 9.20 240.94 275.69 50 247. 01.22 AL 379. 55 6 - 98349.79 26+50 238.40 403b 75 776 7+00 197 .65 2750 0308 15192 22547 METAL BEAM GUARD RAll 1NG CABLE ANCHOR TERMINAL SECTION ENDNUMBER SH[Ei. METAL E E 0 Eq' S EWALw` - AREA CUTSTAT1 LINE A E EtyC'. ON': LY A E TYPE N BE TYPE a TYPE B E RAW E' 0 EA EA LF LT b3 413 �00 4 66.7 9.53 0 9 -22- ZIU 19 0 ' 'LT 190. 6,52 30 - 13 474�00-55.5 0- _56. -30.62 930' _ 98..37 _- - •50 - - --0 -._: .SIT 62, 11 40. OG 61' 31,81 45 6 4 71. 29 67.06 -'36.93 230. _ .._._ 40.62 _ _ 66.41 81.24 476+00 3-459- 47,12 - - - - - TOTAL- 344 225 3 - 0 6 t43,21 114.58 478+50 154,67 20.05 264.83 19.56 479+00 15 1 B. ... se 251 42 - - . 0.00 979.50 _ -'-- 80 00 - 142.31 0.00 460'50 6S 71 `0 84.72 -460.90-- .0.00,. IOTAL 631 1100 124 133 Ymp .5E ._ _ 47:24 40477.50 478+00 35a48 POLL] 85.67 eso 4T9+06 35.0 57:27 - --59764 .3 9.50 36.96 --- 6.80 460.00_ 31.91 17 AL 379. 55 xn.i OJ Eci i0T4i 776 23395 METAL BEAM GUARD RAll 1NG CABLE ANCHOR TERMINAL SECTION ENDNUMBER SH[Ei. METAL E E 0 Eq' S EWALw` - TYPE BASIN LINE LOCATION GUARD RAILING l eDR LY A E TYPE N �w000 POST) L F TYPE a TYPE B E SECTON EA EA LF LT b3 12 4 15 0 � ' 'LT 190. 30 la 0 0- L 2 I WNI.L.i... 930' - - - --0 -._: 61' 45 6 4 230. _ .._._ _ - N tE 20 ONCRETE aVGt GN E CLUES E E 0 Eq' S EWALw` TYPE Y E 2+b TYPE BASIN ISLAND 12 4 15 0 30 la 0 0- - - - --0 -._: 45 6 4 e i vr C 'ES SEACT T011 4L ST COUNTY ROCCA N I TS qs 19 LEGEND, r 4-I w41z D._ ♦ EX IST ING ROADSIDE SIGN TO REMAIN p"1 R (µ • . REMOVE EXISTING ROADSIDE SIGN 0 \ " REUSE AND. RELOCATE EXISTING ROADSIDE SIGNLNI �_ - FATE (D ROADSIDE% AMSON$ �o 'ROADS OE OR OVERHEAD SIGN NUMBER ' C05 EAST CARI DTVVF SYNTE 0.,�0 : { NOTES: / Ta 4 I o� 4 ..'ANL INSTALLED BY SIGNAGE SHALL BE PROVIDED ANO ()) RGI-13 1 �..re 1 STpLLEO BY THE CONTRACTOR. S 2. THE LOCATIONS OF ALL SIGNS SHALL BE DETERMINED O / Q� 0+ ry THE FIELD BY. THE ENGINEER. INS' ' `�G7BB 2 FWBT 3. ALL SIGN PANELS FOR GROUND MOUNTED AND OVERHEAD R61-I3 &VG SIGNS SHALL BE IN COLOR, PNCE WITH CALTRANS STANDARDS O / h /<4y 9� FOR MATERIAL AND CDLOR. 5 Q`P T{a IL—S0LIFE 0 RI I \ / GH.;. RI IA `/�\ 7 098AS (991 `� G43N) 'P' TA 18+10 Ol r TV,^ te l I3 39 11/ OVERHEAD SIGN STRUCTURE ISEE BELOW FOR DETAILS) - R9� �[I / W4f2 0)-14.IfRT1 / }q IIAG92 - ' OIC.` .GBI rr R99-II G2B (991 '� / LITTER REMOVAL f NEXT 2 MILES VA alO P \ / lao�GG 40=1 - pDo� a-H w Y . /Y�� / P c R7/TYPE N-1 ] q l t 1 a �,. w oVrw 7TI 15 / F 0 0 I III _.10 �\ --/ —� Ila-H �_/S 2jNfT�---� --z._ � 6/ + '. r ' JPANAMA LANE �1 ETCH LL W _- V FIR C' TV EV a _ 22 • R7 / L P15 chi \I RIO i2>. 37 a G7 }NORTH p 108 CAPS - 70 99 >._ 6 x 4 So 95 O9 G92 • �� , % 076 o. IO' NUMERALS SOUTH } i" 21.94 SOUTH G48(99) L rV 28'NPD' SHIELD ft15 043 P%I V T� \ 16 99 = 2 I RIS. �— s O y — - s�10 A 54.74 36 \. \ `t ou N a - On/ tr CC IT 100.14 w4 <zm -4IRn L � w' 10, 1 99. 58 /� y a 3' IBOTTOM OF BASE IE \ % DIM nnrr — 12' LANE �17' LANE \\ EIM3 100. GG 6" %�. WALK 3' Pak JUL 25,191 EE SIDE\I;N�fI��II �'^D'% w' -1 F Bi P STA 18+10 Z \� k LAMINATED EL T 2E A 2...= 0' q U LIGHTWEIGHT TYPE C 2 El ILLUMINATION REQUIRED \ SIGN' PLAN' 30 xl3' CIDH ,. .PILE FOUNDATION SCALE 1'-50 8-1 FOR REDUCED PLAN a z LHNAME .oa: r aEv 3iee ORcxnE SCALE IS IN INCHES IL_J - FG+ F w CT I v P O\aaaan zo961$2 EA 38GRA .� 1 �: � , � � � � � � �o 5�� ,��i, I � �,� ,�a� a w w ,� __ —_ a k -- �� \ w3 v� 146(301 G92 _ _ � G92 11 \� G28 f99] IB li G4i G4i )991 I� •G]i ' 'i� �� RIS GS3 (\) � _ _. .RIS G43 /1 } $DUTH \ �RIOIRII � 26 RG4 32 � 99 �� `m �� � 19�� ri2A� NORiH JI '. , w w ` q H \ �QA�P� � 4P� �� F �o w � o �,�C— ° � W a ,, _._. _ 1 � I J � 7 ��. � _ �� �ANAMA LANE_. _. � P LInE , x 2. --�-- _�_ _: > _ ��— ._ � w - > LL z .-.� � - A } � � z Y �... �\ —_ —J f � /� � \ _ I � 9�� J �_ 1~' � I Q � • Gib �U � r 1 �G20 (991 / � i � R15 3A �Y�-1, -� 99 S)ti�/ Gi8 2 �.. 1\ ,_� G93 (1 � � RI IAS � o O I IO' CAPSR i0' I ) L 1 NORTH 1 '� 22... 9/ / 41 31 �__. 28'x25' SHIELD H � -6 ❑ 8.82 I �. 20 G92 � �'/ � R 0t2 ___ )� 21 / � ROM RI � GTB-2 FEBi 1 r � W9 (201-14.IIRTI �., ` / L I • 42 9 \o � �10 s 54.14 9 9 �la 90 � FRIO 21 J/ / �� 23 I 30 O I . /. � NOROTH / J IW Q 71 ¢ F R A i I D 2 �11 � ^�� Z1' 24 • ' P' STA 2180 OVERHEAD SIGN STRUCTURE � kV � 16 � \ % � � � ��? /P / R61-20.1 ��� � 9' N - 100. 00 � 99.83 (SEE RIGHT FOR DETAILS) �� 1 -- >s AT2 �/ 29 oNLY cNLv � -� 5 3' I / % 1 /- BOTTOM OF BASE R � RAMP � / Q / a 1 �, 1 R61-20.1 //Q � 25 12' LANE 12 LAN 99.93 \ _ /�„� ///j D 2 B'0�'- � I IP LIGHTWEIGH?AT YPE I _ 11 l / W41-2 �/ LPM NATED PANEL iYP A LLVM NAT ON REOU RED 1. f i � 2 0 �1 29 —moi '.CION �' / / 30'x3 �� LE EquN AT CN' - �uL is rni I SIGN PLAN �IT T31`_9S1 Tr„� SCALE -30 S-2 oD o � z - 3 Ss �. <eE az v �iee acrvnA s x rvcucs - D lu t / a r. o,r�om T3aie �.fp �fi162 EA .,808G! `;� �: � , o L' I._ rI I uo � W I Y Q D: LL � 0 o � ' j: I o k sl f% ;; EURN SH S GN �— o L' I._ rI I uo � W I Y Q D: LL � 0 o � ' j: I o k sl 3Z 3 EURN SH S GN �— ROAp$IpE r TAIfSTr�— -' — SFEET,SIGN SHEET SIGN POST.SI ZE &LENGTH PANEL POST SIZE & ENG TH SIGN SIGN R EIOCATE REMOVE (LIGH TIVEIGNTI f IGHTWE GHT) f51 GN fOUYDAT ONI SI6N {FTI STRAP & ROA0810E ROADSIDE 5 2E' cFT> - TTWC CODE SIZE ONE TWO SADDLE 33SU= 13 FEMARK '.NO. N0.1 SIGN SI GN Rr MAFK 4"X9" 4"%6" 6"%6"�6'%8' POST�POSi BRA�KEI SIGN SIGN � ME THOO) TOTAL I (I NI J 26 Y _ �[E EAI �(C-AII )h p) EA fE AI 52 25- I(EAI'fEAI A001 IFAS EA1 ------���--- - R TB 30X36 I G 2 G28(991 8X30 24X251 rl I.-.E%ACT LOCATI ON AND POSITION OF ROAUS IDE SIGN S'70 BE DETERM INEDBY THE ENGINEER 1 '_ - 1 �- � 2 G � ]2 ]2 � 1 2.'. POST LENGTHS GIVEN ARE APPROXIMa-E, 'E%ACT LENGTH TO BE DETERMINED BY THE ENGINEER h �-'� � � - _Rq I - _- - - 14 3 t61 137 ]2 95+ I — 16 n �I� 1-� I4 1 i 28 _ 8X9 I IB '' I � �- �-., 9 1 - - Imo_ 5 RRI I � 36X36 � f r - - 1 - I I --' +_ 30 31� RII 36%36 � I _ r I 11 RI RIIA 36x21 32 � 148X30 I 'G281 91 � . r 6 _ R 36X36 � G9] G 3 �_ T� -� �� - - - 1 - _ RI A 36%2 + I 33 34 -- 8X60t- r 1 t _. -___._ _I L I 1 � - - ] RIO (?1 48%16 _ I2 X]2 � =I I - - - I 36 - �OXi6� 30%30 0 W41 2 48X48 _ IB _ 4R15 -� I 1 J _ - - I R 5 30X30 9 H10f21 90X16 - � � _ RIS I JJ ' - _I 4 I30X30 _�-` � _ ll �� 38 �� 6 %48� -_ � 8 r �I � l �- - l - T I RI 30 30 i' � _.. �-_ 0 Rl/N I 24 30 _' � T � -Jt�—jl- i � - - - f � � � 5111 15 �_ � - - L R 5 30X30 � {_ _� J II 692 98X30 1 h � I._ -- �- _ IC28 93l 24X25 _T lyY � I 4 � 2 X9 � -�- _ � - - G48 _— � J � _ _ _ G43 21X15 � T � - � _ �_ + � - - 13 G92 90%30 TOTA,. � 14 60 5q '8 �.. T� �� GPE(99l 2X25 +�-+ I 13 'RANO 10TAL G48 21X9 h 2 % 5 54��� _I I �I- -- -- ' __ _._-_ _ G43 _ 28 35 14 � I �..Y' I _.._ R9 II .. �-.._ 7 5 C92 8X30 I � I I - 28193) __-� 24X25 I G98 21 9 � __= � I I G43 - 2 % 5 � � 1- - - -� 6 G 0 2X59 � Jt I '" _ _� _� {L ] G81 � t I I S2 0 3 36 36 � - __ W5130) 30 JOi � � � � - - 9 R]/Y I 24 30� � _ 1 _ � 21 92 48 XJO j} __ 22 G92- __ 90X30 � it g --'- ' _ - 1 � - - _ _ _ 28 99> 2 25 � h� I r - { G4! 2 X9 !� �— 3 - _ � �- G43 > % 5 � �_ I� .. __ _.. __. __.. � ��23 R1021 48XIfi -� —� ""-- � ?9 HI I 36X76 �IYL - 1- 1} - - _ I R A 36%21 i - -� - - '- -- I. --- L _ _ i - __ - SHECT TOTAL 14 i 3q g .� g 3Z 3 OVERHEAD "SI6N DUAN TITIES , SIGN EURN SH S GN INSTALL SIGN 130' CIUH TI NSTALL -' — SFEET,SIGN CONC {FTE NILE PANEL POST.SI ZE &LENGTH ROADSIDE SIGN RE-oCA TE�FEMOVE %l (LIGH TIVEIGNTI f IGHTWE GHT) f51 GN fOUYDAT ONI SI6N CODE 5 2E' cFT> - TTWC IS IRAP a caaosl of RoaosloE NO. N0. 33SU= 13 __-. q X4 4 Xfi" T6 .'ONE PORT P06T PRACKEi SIGN SI GN Rr MAFK (INI. 6 %6 %8 � ME THOO) TOTAL 6230 6230 J 26 Y _ EAI �(C-AII )h p) EA fE AI 52 25- R6 20. NOTES ------���--- - 26 I G 2 G28(991 8X30 24X251 rl I.-.E%ACT LOCATI ON AND POSITION OF ROAUS IDE SIGN S'70 BE DETERM INEDBY THE ENGINEER 1 '_ - 1 �- � G4 c 3 I l 1 2.'. POST LENGTHS GIVEN ARE APPROXIMa-E, 'E%ACT LENGTH TO BE DETERMINED BY THE ENGINEER h �-'� � _Rq I z x s zexss 14 -- t � �— I — n 1 i 28 W41 2 8X9 I IB '' I � �- �-., 9 61 20 I45X N - - Imo_ 111 �, � f r - - 1 - I I --' OVERHEAD "SI6N DUAN TITIES , SIGN EURN SH S GN INSTALL SIGN 130' CIUH TI NSTALL -' — SFEET,SIGN CONC {FTE NILE PANEL POST.SI ZE &LENGTH ROADSIDE SIGN RE-oCA TE�FEMOVE %l (LIGH TIVEIGNTI f IGHTWE GHT) f51 GN fOUYDAT ONI SI6N CODE 5 2E' cFT> - TTWC IS IRAP a caaosl of RoaosloE NO. N0. 33SU= 13 __-. q X4 4 Xfi" T6 .'ONE PORT P06T PRACKEi SIGN SI GN Rr MAFK (INI. 6 %6 %8 � ME THOO) TOTAL 6230 6230 J 26 Y _ EAI �(C-AII )h p) EA fE AI 52 25- R6 20. 145%45 ------���--- - 26 I G 2 G28(991 8X30 24X251 -� 1 '_ - 1 �- � G4 c 3 21X9 l 1 , �__ h �-'� � _Rq I z x s zexss 14 -- t � �— I — n 1 � � 28 W41 2 8X9 I IB '' I � �- 9 61 20 I45X N 5 130%30 111 �, � f r - - 1 - I I --' 30 31� RII 36%36 � {f _ r � - - - -- L 11 RI 36X21 _ 32 G 2 148X30 I 'G281 91 29X25 I r '- - - G9] G 3 2 X9 2 XIS I -� �� - - - 1 - I 33 34 WP2A R ]B 8X60t- � _I L I 1 � - - _ � � 35 G I2 X]2 �� =I I - - - SI 36 � R 5 �OXi6� 30%30 - TIL 4R15 OX30 � 1 J _ - - 3] R 5 30X30 9 1 � - � � _ RIS I JJ ' - _I 4 I30X30 � _ 38 R O(R )14448 W4 (201 (pi148 6 %48� � 8 r �I � l �- - l - T 40X30 52 40 g9�11k III 10 4 IA 90X90 � e i � - - - f � � 5111 15 �_ � - R 5 30X30 � {_ _� J I I� I 1 � I _� r lyY � -�- � �I _— � J � _ _ I T _ �_ TOTA,. � 14 60 5q '8 �.. T� �� EET 13 'RANO 10TAL 28 94 54��� _I �§ OVERHEAD "SI6N DUAN TITIES , SIGN EURN SH S GN INSTALL SIGN 130' CIUH NO' STRUCTURE CONC {FTE NILE LOCAL ONSTRUCTURE %l (LIGH TIVEIGNTI f IGHTWE GHT) f51 GN fOUYDAT ONI v ILHI ILB) I (L I"( I FWHT 'P'- STA 1010 2350 33SU= 13 0. 2 FE HT 'P' STA 21100 _ 2880 2880 - 13 � -_0 TOTAL 6230 6230 J 26 Y _ i! r�lb- ND AIREMNS 8=1=130I 65F EAST !GfIV GiE LF? FE FUETE 20 TAR re HOW EL 366.0 RETAINING WALL 1. 6' _0"—MIN & VARIES CHAIN LINK. RAILING 811-5 ' (TYPE 7) FINISHED GRADE AT FA A2 -E CURB �!I , C. _01331 CON SIDEWALKII I.� EXIST O. G \: ..' EL 360.00 TOP OF FDOTING i— 1 Q ao-3 2'-0'MIV 03 x 3A 3z I S, IL. DATUM ELEVATION _ _ I L ---I 355.00 _{ .-- — —.�-- — _ -- —1. �., I z Q' 473+50 474+00 474+50 - 4751+00 o a t� ELEVATION f— -. SCALE : HORIZ. I' -1-10' 'WK' LINE VERT. 14 -"2' P._READ FOOTING SECTION �3 1 NO SCAI E 11 ` 4(3+50 474+00 474+50 475+00 I DEGIN RETAINING WALL END_ RETAINING WALL 29' RT 'WN -04-7-3+52-.0-0 29 R` 'WN' 475+10 f REr. wALL LOL n73+12. CO RE WALL LUL 475.10 - RETAINING WALL N0: 474 QUANTITIES 1 BTRUCIIIRE EXCAVATION(R LTAI NI NO WALL)-31.CY --- -... e o STRUCTURE BACKFILL ft TA I KING WAf LI 179 CY R)' -- _..- __.. r PERVIGIJ$ EACKF ILL_ A1A1 R AL (ftF i4 NING WALLI j2 CY + a — "-- - - CLASS A CONCR[TF.(I'E TAIti ING WALL) 81 CV r _ a_._ ---__. W N 80'50'50'N DAR. RE INFARCING STF[I '. 3760 EB n. ' CHAIN LINK RAILING PC 7T'58 LF R/W � RETAINING WALL LOL r �� `. 'WALL PLAN PLAN RETAINING IT SCALE : 1' 0' (WALL N0. 474k �OIL It pv I OR - FOR REDUCED PLANS I ATDCLJ-g > - L, IS 3 a r}CU C6152. +; EA 380801 _ — I x t P � L I _DESIGN H 48,110' LL. — 6 EXPANSION JOINT 46'-0" 2 0' _ _ SPACING WEAKENED PLANE 6 0 24'-0' 144'-0' 14' 0' \J - SPAc NC -- 6' 0' CHAIN IINH RAILING g EL 368.47 ITYFE 7I 4' 0 WEEP HOLES EL 36`7.47 3 i0 FINISHED GRADE 3' ABOVE EXIST 0. G. AT WALL ' TOP OF WALL AT 25'-0' MAX. C.C. GRADE RE 2.38OF �.+°!. EI: 365.20 ml E� 364.20 --I� ___________ --- - _ __ _ 3b5 -- - _ -- I' MIN EXIST O.G. _ (YP' jl _ __ --- _________ ___I _ ----- -- _ _ TOP Of FOOTING -. - EL 36 3 600.00 T _ r�lb- ND AIREMNS 8=1=130I 65F EAST !GfIV GiE LF? FE FUETE 20 TAR re HOW EL 366.0 RETAINING WALL 1. 6' _0"—MIN & VARIES CHAIN LINK. RAILING 811-5 ' (TYPE 7) FINISHED GRADE AT FA A2 -E CURB �!I , C. _01331 CON SIDEWALKII I.� EXIST O. G \: ..' EL 360.00 TOP OF FDOTING i— 1 Q ao-3 2'-0'MIV 03 x 3A 3z I S, IL. DATUM ELEVATION _ _ I L ---I 355.00 _{ .-- — —.�-- — _ -- —1. �., I z Q' 473+50 474+00 474+50 - 4751+00 o a t� ELEVATION f— -. SCALE : HORIZ. I' -1-10' 'WK' LINE VERT. 14 -"2' P._READ FOOTING SECTION �3 1 NO SCAI E 11 ` 4(3+50 474+00 474+50 475+00 I DEGIN RETAINING WALL END_ RETAINING WALL 29' RT 'WN -04-7-3+52-.0-0 29 R` 'WN' 475+10 f REr. wALL LOL n73+12. CO RE WALL LUL 475.10 - RETAINING WALL N0: 474 QUANTITIES 1 BTRUCIIIRE EXCAVATION(R LTAI NI NO WALL)-31.CY --- -... e o STRUCTURE BACKFILL ft TA I KING WAf LI 179 CY R)' -- _..- __.. r PERVIGIJ$ EACKF ILL_ A1A1 R AL (ftF i4 NING WALLI j2 CY + a — "-- - - CLASS A CONCR[TF.(I'E TAIti ING WALL) 81 CV r _ a_._ ---__. W N 80'50'50'N DAR. RE INFARCING STF[I '. 3760 EB n. ' CHAIN LINK RAILING PC 7T'58 LF R/W � RETAINING WALL LOL r �� `. 'WALL PLAN PLAN RETAINING IT SCALE : 1' 0' (WALL N0. 474k �OIL It pv I OR - FOR REDUCED PLANS I ATDCLJ-g > - L, IS 3 a r}CU C6152. +; EA 380801 _ — I x t P � L I ST c S I If Q Q 10 \ l S 54 -tr It PLANS AL DAI 1 RONAW VEITGW FmINE&P C r � '.. 1 LEGEND .».; 3°" w At Ali EXISTING LIGHTING CONDUIT TO REMAIN �-.r- REMOVE EXISTING LIGHTING CONDUIT } - - -- ----- INSTALL. LIGHTING CONDUIT AND 2#8 CONDUCTORS F - - - - SIGNAL CONDUIT EXISTING CLECTROLIER It ELECTROLIER TYPE 15 STANDARD WITH, 6' MAST ARM 100 WATTS HIPS -7)S(- ELECTROUER ON STRUCTURE \ PULL BOX NO 3 1/2 PULL. BOX NO 9 (ON STRUCTURE) 1` NEW TI If &4 Ar Leah Ol SERVES TO BEx , 'c D l f I 1 I 1; } u9 ey 14 nt .WS. 451p n� ,IN % if �a AL ILL Ile CIO? Lit QD IN I NIL� IT eee ITT _ 15 8, — z � PANAMA LANE � Fd� t Lot] a < s Ya (17 41 miA It If y tL V- Nd'IE, 1NS auw Fc U r. c woRK oNt: NI ,Ta ,ELNCT FOR REELI, RIA PLANS 0 MAE Ili AS IS IN Nit IN 5L 14 ST c S I If Q Q 10 \ l S 54 -tr It PLANS AL DAI 1 RONAW VEITGW FmINE&P C r � '.. 1 LEGEND .».; 3°" w At Ali EXISTING LIGHTING CONDUIT TO REMAIN �-.r- REMOVE EXISTING LIGHTING CONDUIT } - - -- ----- INSTALL. LIGHTING CONDUIT AND 2#8 CONDUCTORS F - - - - SIGNAL CONDUIT EXISTING CLECTROLIER It ELECTROLIER TYPE 15 STANDARD WITH, 6' MAST ARM 100 WATTS HIPS -7)S(- ELECTROUER ON STRUCTURE \ PULL BOX NO 3 1/2 PULL. BOX NO 9 (ON STRUCTURE) 1` NEW TI If &4 Ar Leah Ol SERVES TO BEx , 'c D l f I 1 I 1; } u9 } u9 nt if �a v: -_, ,. �, ] , __. ,. � � -- a _. � — . _ _� zlrzu `J _ u° — z1aL mz !-, - `P/atiF�P�IF�' LANA ,. • - -! 6 -- � _ 1 �\� NOTE6 " ' PDCE SCHEDULE - CII taus t ua � c t wtoa i azo p t as .PHASE DIAGRAM. P ca: v l s n e a loG TAND sc Are SGNs f a e 8£ l N D a �. a qs a t o LU ARES REMARKS • SAII D9s d fi 4 f ! tp at M f P f 4 4 '(.1 i q6 P 8 a b DA t�1 e�P b � 9 L Con f t Sl O h b pl a 2 /2 F L a by h£ g 08 , Y� 0B 6 Il t qty { - t p t t t f a tlty mT'—'—►' lJ pn � © T 06 06 fjJ 1 t Typ AF b f 1 t 9_ T}P AF er C t 1 02 Ond 06 �4 d 94 '}/ k' I 4 9 5 6 (L( b ,10 50) 9 j 3, i� � f YJ. n VVV 2 ®M c t at o v dot on Paz �G t ns 510 ES 4 tb ou dat aT asad 4 Jxeo �_ M ra re �. G, .. fromt3' J2 t 12 bign. -, '..:; .: ,,pp � SIGNAL F ta I Fe AA 41 1 B6 K5R `9 4, fAdill—£. Bwn2 �--f BaA3 •Q'A'UmHeM4 ` fAd65� 5liusfure AAyQ2aa(rypl _ Eage N DA Slrw'Yure Aq Oaah (Typl :.\'�f \�X' X, X i X X X\X x X X X X�J(� x .X 1' x, X X� X X1 �+ I -AX\FARSO7lSEY \ \\\ Y Z E [[ P OtM . \ A •.�l. / GENERAL NOTE' / / /AAO FACTOR DE. D �. A --- --,� E90N: DESIGN HR�86E FAA \ \ / I/A93 A4SM0 W CEAO lOA0. Includes 35 psT. \ \', \ IF \\ / WE LOADING H52}44 ons oil `IF.:'+ SEISMIC X\ \ \ k X SC \ �1�. � . ._ % %� X_ X� � // LOAQ'NG Peak Rack AWN X x x- x 1 x x x �. / x/ k x OeWh er A'IWfum REINFORCED Q % Edge N EVIII IXak ONCRETf: tY 6 250 µ l INN !' - 3P50 parof , THEORETICAL DECK CONTOURS PLAN I. Treo OaWl CWMrS are p-dnded as o design rMa-aace rronevwsa Deet; dey. Casslrucffon Y Ire wfaw✓rN rs cmtlrdled by Ire L Cc - 4!x10 Mf s52fer•.2r altsa g pMlle " 5/wr. 'Js - 201= Pat 'ic • I20C) pet 2 x L4rMes lv lr6ervols alwg srmlmi Ilm. n - la ` PRESTRESSED 3. CaMcvrs da M includes WrNiv. CONCRETE: See A Preslre.sslrl ,•GI der Lgan No 4. CWwrs lMwYnl is 02B, PC/PSIS-- .v.ic P,4Y Ov.vRrr/ri C3 fOUANT?IES .TOTALS Brfage RdWvol (PmflW) 86 Cr 5lrwvuIF Exarvafloo IHrlrlgW 628 a $rw,f a Clawill (Brfdgel 416 C/ Furnish PIINg (Class 70) 3ovel v DrAp Pile (Class ]0) - 124 EA SlrsMural Cmrrela, Briage FWllry..- 140 CY sr wY al Caverata il-fam . /DW d ShWlurot Caa>de, Als-oach Slab (Tyle H) 1321 Cr Sf Whf of Caxref% AgvWch Slab (TyW R) 86 a P !ng Ndc» Exieslal 3 CY F Nsh P st Prestresssaa Carrwa Girda' w 50'1 16 EA Fur -INDEX TO PLANS "CALTRANS.STANDARD Girdwe 1. ;-Gveral Plan- :� Slew Na Title 2 Deck.CpNwrs .sial i Fpmddloa Plan Abin 5 -, ADwwlwians 4: A6afmwr l Loo # AM SYmads -5. AauffreM5 Lay'Wt A62C -..limas N Payrrkn. 6 Admrs90dolls 13J1 b4daa Walls '. T. :. Bwtls 2 & 4 '', B?3 Bridge Walls 8 BaM 2 BaM 3 A r o. Prwast Prushessni CaeMe Grow Ibd-50) B £A FurMsh Piwgsl PresfrexaV Caxrele Girda' ICV' -;W) 8 EA Erect Precosr Proaressea Lafcra'e Glydw 32 OStruclural CaacrO lerage R9/Mill Bridge Ossk 385 SF AdN sml TType H.YR Y') -: (Pc = 3250. psi 9 26 days) U= Bar RerNa-urN Siml(BrldgN. 328.455 !B s rgdard Calla enrage fWlfm TT All 5/aa4 Pwfrg (Caxrc0e) TO (fo; = 3250'pal 0 Ell days) '4fscell s NwdtBrragol ' .lB Chvi 1IM RalllrN (ryFe7) . ® s uao caacre2. Badge . - 326 - (T c =1000 psi @Z9 days) 326 LF CaXeie Borrlw 18 Slnxlurol Caxrda ApmWdl Stab 'BM -3 CWmuMcal/dr an S. . Ca efe Bw/Iw TYW 25R 7(bM !/ Iess, lMrt 20 [19 NTes/Bmfigs• Girders, FW Cmcrde Strength sw Prestressei I Cade! Waft Naf shat As-6WN LW M Test Borings Sfaword planSlee)No Ir CONCRETE.. STRENGTH & TYPE`UIITS fk4a11 No.. --: '.-. Nd scale f I FAA II Na " A rre cc+1 xw geNvdyly Nrdlr(g had - dlmans/ asT a a-dwllg a-fobrrailltV wy raw fol. A.III I -INDEX TO PLANS "CALTRANS.STANDARD F 1. ;-Gveral Plan- :� Slew Na Title 2 Deck.CpNwrs 3 Fpmddloa Plan A'OA . ADwwlwians 4: A6afmwr l Loo # AM SYmads -5. AauffreM5 Lay'Wt A62C -..limas N Payrrkn. 6 Admrs90dolls 13J1 b4daa Walls '. T. :. Bwtls 2 & 4 '', B?3 Bridge Walls 8 Bam3 Prwast Prushessni CaeMe Grow Ibd-50) B £A FurMsh Piwgsl PresfrexaV Caxrele Girda' ICV' -;W) 8 EA Erect Precosr Proaressea Lafcra'e Glydw 32 EA R9/Mill Bridge Ossk 385 SF AdN sml TType H.YR Y') ✓% U= Bar RerNa-urN Siml(BrldgN. 328.455 !B l8"Wdd� sfwptm Caslrg (Bridge) TT LF 5/aa4 Pwfrg (Caxrc0e) TO CY '4fscell s NwdtBrragol 9540 .lB Chvi 1IM RalllrN (ryFe7) 652 (F Cmgrd Borrfw iTY(N 25R) 326 LF C da Barrier ?YW 261 326 LF -INDEX TO PLANS "CALTRANS.STANDARD F 1. ;-Gveral Plan- :� Slew Na Title 2 Deck.CpNwrs 3 Fpmddloa Plan A'OA . ADwwlwians 4: A6afmwr l Loo # AM SYmads -5. AauffreM5 Lay'Wt A62C -..limas N Payrrkn. 6 Admrs90dolls 13J1 b4daa Walls '. T. :. Bwtls 2 & 4 '', B?3 Bridge Walls 8 Bam3 isry Waus gG5 Srldge Wirt ' ,9. lo.,Ill swim '. B2I5 Phe Walls Class it. ^Glyder Law f B61O OflINY OPWA T 12, Lock R lzrw(vF i': B6 JdM Smis (Aax14 13, Presrrws lorder Malls Na I BJfi A 11C'sck Oro/n1 TYF 4 Prestressed lGlrJw Oefoils Na 2 15 . SYrW o AiLa'W A7ype RMD) ell 52 tM)n UaY ha)))ll l6 : Slruclure AaxaacrlTyle M,=) B11 -5i C)" d Haulm-' O. Shl.Hure Ap =h Orallpge, wolfs ' BI -154 CaXeie Borrlw 18 `FUIISIape Pwhg. 'BM -3 CWmuMcal/dr an S. . Ca efe Bw/Iw TYW 25R 7(bM !/ Iess, lMrt 20 [19 NTes/Bmfigs• I'. 21 As-6WN LW M Test Borings Sfaword planSlee)No Ir fk4a11 No.. 'R.cgmy vi u.rm PREPARED FOR THE, _ _ • rnw„a caa P d Al D M e�s I'n'ert � is,� S. Fvrer °�^^.pxoo -PREPARED ,FOR THE � ro,�rnsopmn, so zap � PANAMA LANE'y'DC '(WIDEN)I ;� �_ n P.em "`9:Fcrer STATE, OF CALIFQRNIA o.�.. ." ____ _ _ __ �. ....."... ,,. '„.. ,: ., ... '. � ..:Fll11NflA:TI(1 hl ..DI.ON ..3 I ' Y �� '. FB0.95 Z �, Berry & Assm ".� i a . Bm'ry & Assco. /f fP -9(� is,� S. Fvrer °�^^.pxoo -PREPARED ,FOR THE � ro,�rnsopmn, so zap � PANAMA LANE'y'DC '(WIDEN)I ;� �_ n P.em "`9:Fcrer STATE, OF CALIFQRNIA o.�.. ." ____ _ _ __ �. ....."... ,,. '„.. ,: ., ... '. � ..:Fll11NflA:TI(1 hl ..DI.ON ..3 I ' G CIn j" 061 IV KEIR 99 19 AA 19. b4 49 66 M7%n4STFR D INL IN6 NtERR, dAMI LD Rsmare eqa)N6 er exlst whgwul 4 2 Future / ��� I to !achieve nplvaacN slob pacereM 'P Bx wIft Cosl/g _� °^ C 5 q Gp n 8 '156'7' PgR80NS ertarc�xosF S j 0 Class 70 Piles a� A N f Povhg Notch Extender) yj- E Edlo as M v s am MN e;mng64 I [ Th b " fhoM dry I for I aaw ar ax+Wda'xus ✓ de> aptis d' I e pan aleN,. " I n I I 1-r l l I l __ •x; ._- cj ._._._ ' - sx:: -._ - - f aanmernl 51 n rlI y. III I wive or Bock • wwmL IZ, Edge d exist escx Edve d exist PLAN eecx _/ Searle //4" 1,O' rm Sloan { (/l.�`� b F CI Pour 1 AWhxMclosure Peer See Future UI Casl/g Derail CG Ppre/m Lore 'P' UI "Akllma/d l Balls" slcel f j *T 1 ;.In I NI i I I.7 1. -1.. In !7 _Tea of Stale PWN �k @oln. sce "Girder [pymw W Nde 4 Ili ........................ . . . . .0— /' +J J Exld PheS�� ELEVATION (TyprNddl Exlsi smle:•,__ f 1111 / Ya. i.` In i � NOTES. - 1111 _ 4` 1. Far Sas/m A -A, SII B B aw s 1/m CIC IV I sse "'AbulmeN CdolIS'sled.' b 3. "/® D Aes)[aers of Bridal Rrmwol iParI � C 4, 1p/drod eas tre olm of /mlwoIr IM ex/sllrg oCutmsrM JI ndam oM MjI a Ireesi nt Warr adll d IM varylnqIn p'I vela/! da/dlwss " In Ilse or dd Suet ' I Its The Cme orsslnrl verity all caMrdlteg ftdd I • +i disarsslwm Were mderlrq or foWeethg am Mesta. - I � � 1 � , h —1 (' fi C I •` � Tom T N.Tron o.Nav PREPARED FOR THE - '° "�'g1n IJ o T ��A�L 0FI�A�-IF0RNIA ,.r Tay nS20am '50.24] PANAMA- LANE OG MDEW P Kr W . . j � r K, Fran savrdh iters DEPARTMENT of TNANSPORTMON 19.54rABUTMENT I LAYOUT a h 61 �_ yrs cu oblsz - a I IV IL _ -. ,. I r3 EA: }80801 _,14 4F.. 5/04fG �.. .e s4 . E I I s {G O6 MER A99e i 19 44 19.64 50 66'. 54 Zy" 9-6�§" N \ 1 a %� Iyaa 0are 4 11�"—rt FN re •P Ure %move bp%rf oll exlN wlq if _Ary As to (dcUlkife approach 4bb daaoRN � T ,. UNl coatg PARSONS WSltlLY�SWFF 1 T 5(ates o 6Y`• %T' ' 95 A a clos: ro Puss ¢solo \ c .: C i s frdn ace --.\ s -r' Tea II a v oov ciplee e. mot \ ra r �,/ a rpAmo a eeMrwm wrm rr rxs ye,- 41er, ' rte '\ Pavlry NNch Exlnsln 1 1. , 1late -_ _. •, .. 111 _ 1 1 1 \ 1 _ - ._ _ _ _ _ y.. _. _._. . _.1 _._ _._ _'_ Edo da exlse 1, e Top sloe scale: %"_ "_ a' F— Edi of exrs deck t B k Closure Pear _at Il Set Future Utility Casflg OJail Panama !em'P Ure Closure Par ". n "MNmmM Molld'sha I ---Tco d sant Pwnp T _ _ ` y l R al 9rdsoSm ^clron f yar " F feva Bottom Soe NP'e4 iµ1 -.._T ia la kla/Cll Extsf Exlsr Plies le I ELEVATION Scale: 114 , tat 1 NOTES/ at 1 A For SecNm All S%ffon B B OM _<eI CC, a, A See'hmmt Dwailll sleet , 2. k_. lMlcnles vaticel driven ales ' 31 1%. OelaNes Udts a BUdee Rt l (Roar" F ' It 4. cavlamw hus the odfn a MtCHN Ife ext ring me& _ /elm nag �vayng Pile carON ow at NerP' n rIe GPM dClpr snot vnl/Y all cMhalilg field In liw d dw I s shµn, / dlmenslme Defoe aderf J a fc&lcottN aM M118rlol. { 12 fI W f t � I, at RTron m D..Kee, PREPARED FOR THE - ; j✓� P.rdm '° N.rron STb1E OF CALIFORNIA„a r%r saela 5o 247 .PANAMA are LANE OC (WIDEN) -� to 9la AA.1,S fc,rrdn spwrmrtay DEPARTMENT 06. iAANSPORFATION '19 54 ABU'jMENT 5' LAYOUT,^. CU 06152 <Isa nIs ec nrxaa L tle �- _ f crus EA 38080Y lAes ox :nit nc� Po/4i% 5 U LE I �ar=acct»- ,r z job s: i .w, NIE T 5s1 ^sY PP + 06'4 KEfl 99E 19.9-0 19.64, 5i to Cr exfsl 1 4.0 dP / pHe t,a r+Yl.h` �AWI #6>a4 lo.,i le tali,( ... EmmApywah S/ab 66-10nl cc �' Joint SON/ 21 tMR"r') fi,_a• UNlN Opsahi U11 #57-06 - 5 a'Mln rypir straaure Aaprmall � lttafran Sp9AF` b 4 w' DATE srrua Ploce daiwcen giros -s 1'bW50A15 WtllHIX(F7lNOFF - ppm r-3, aro in ove-rong *SPOIL i Type Nf3001� 2 parplld to g/rders SnXI ro a lip 1C /" - 1, - aeddar S req hva'd.EFAAa V% Swl tertlgr/Caat Whh Pull ----{ e oro wrap to wan t ca rosrox ¢� rre nam ✓ em s n: rare aoa+: sh I 1 rut be aw or �wm>,a, of ✓mrovc awe of m aan ff r - ---- r -a - -- #5 •o�@rz 2#R Aleutian d she -t. e.. sm{eM5bbt . .,.- with %^siea Alae. ' #4 td5 /'x B'x Y T"-s.+.l.n1..9 e.<r..rf Secure Mrm%wdAl. Bga-EB� SAM&Plies Ehlocteark Ben/ng Pod 0 each gr del. EXty to Y6`?t r 6"1v #4 018 --_ eller Girder do Abvl: 6" di weldedl Sim P'Pe Ing (Brldgel JaN Sell BeMxen Girders --- fl/4 a1livane rmy w in duce streCture (MR s eat %v w --- // llglrN wropdrg N 2 dyers 15 lbs AoProoch '3"± dutfuln; paper or i #6 W4 # 4 �J l2 x Albert m B6 0 )o Ma+e'R wrrosha Sid PlanY a' Mln a TYpe rN3001 Bufldhg Papa'i LE� M N III Ifert& hertz HE #4@12 Mrli& ) ba Bridge AWlmvk..---- 'ar r B LJglz O 6,. a, L cn+ipxsne Drain #4 Q IB awlrgaall +i see Nae l ems Of aanmerd wain FUTURE UTILITY CASING ____Y2: - Score 112 r -a' a 1 %.1 Mox S/ope Pavlrp see-slryx Paving - Full Slowsled f' _ - _ _ b 1 P Inq NNM Exlanslon +1 c #6 IN4 I -'. Yce R130aY'snest P' ilr B25 4 s drain see Nae l cowsnBoras/ r ro z6 o - rd smwn nor clarrN SECTION A -A Swle %"= r -a AdR^ wlrp waILOL cWcrNe Barrie- LI`_ �+ I/1 ryce zfi SAS mar n SECTION C -C (EXISt Abutment) ` (Rmofcnm Whre (114r,lryo de) be Retain exist adihneN & coroner mdto edge of ow;6 - � wlrgworl rdN � . a a, 1 Shrinchire nacrostn TYw N(300) E Adnmentl plarefl Steve Pain . .. INS, �' SECTION 0N }D EsxRemral reN �6D I. I Fa- oddnlamldroh iCe debris Pel , SECTION B -B WINGWALL ELEVATION MN I sawn ADYl5 siad(ar Note scale. Z" -Y T T1e CdVraaw still wiry all mtlrdlfig nerd 'dinendons Were Crderim or rabr/w/Ing any rrglorl d. n.rm D. rcm PREPARED 'FOR THE Y �a MtJa P.F .rran STATE-0FCAtIFORNID mph °zA, r '(�29G .�Trs ^nrrdn °°� sawtdieaay-'pEPARTMENL Of;iRANSPORTAT10N. ti9.5A CU O61 s2 - 380801 )AiEs,' EA I (wa'vMn 9lydv (Typ) acx 6aln Prce - T d P k Fare R 1td9e . N6B 5 BM 2 slWn. Bcvtl4 sIMM F. v Cap �� _ Cdulm B - caumn ✓� Coumn ,�y� O6 MER 44 i 9 a9 f9. b-0 52 CE E � ExAO Cdu 4 Et 97 - ___ _ _ _ i ___ _ __ _ _ FAMMS SI F�r a14 te_ _ Ymrctlr o _ f. - ¢ 8eM rwl 43 .. h f g l i ✓C Mme seer MOO van r Pis ind I r✓ttP h E a r_ ..r ._._ _ _ _ __ - $ 1, r o Edge dF I F O� Bom g PLAN I ro K r rc0.M lira 5m, sylOrlwl NWmnr� cauV4 r a Y� eGwren Column to - t II COM % lTyp) Edq or k # r� LIa24 r r -- -, --- ----- -------------- Eno M BSM coin 1 Plastic ror� zonas aeN . h (35MM aM pfw #5 ETI) I -- with mxAVMcalnr wad sp'raes. SECTION A -A lII 11 Erd M Bea E'OP= Face or BAY Cap (Typ) Face M. BeMCap Wqe fTYPI - / =r -a' f Edo 0' En Gfrdv TOP REINFORCEMENT BOTTOM RENFORCEMENF BENT CAP REINFORCEMENT- - g 6wuma o -n r'' g caama "Girder xaywr' '��: F caomn �:g Exist caumn r 6 3 a r 6 F-60? JL itr j ` jrr esnr ' I y..3"f1 yp) 4@6 + # 5 stirrup spoclw Y 012 a r rv� 012 012 8F74 Bl2 004 1 012 004 ®12 8�4 ,@12 h r Pmae oarclrer to vlydMs -I'�- I ♦♦•''' ��- %��� ///hI' - 306 _\406 0 3Q6� _ 604 € caomn # r Tan arpl .F - FOOTING PLAN 41 #r Tali f is 7 , a F.. r- r MOrESe % r a F lo I.: No spl/w ancwm in as am min raarwcemsM. %_ n 5 ra)3 T j���177(y''' # 9 TO II "'I .: L �u u IJ J Z: for rap Rt1N�and from Ct �metl ca�nrarr�m WK.m f I @ /P Max 3. Relnrmcowl symnefrrcol aoauf F iMvlar Cauma I # 5 mcn way / 'r I ne ad�mn. Naxt } ELEVATION 4. For Sedlm B e ane sedrpn C c Sao "BeMLwons^ siesc orww aver ams. .. -^_r - Tie Q odor SWU mr j� offimlraft field s G' x d x r r Elosfo rro uvr1w Md o/ ea.'n qfr@V n ✓ x y it L 77 t@ / a' tlimerelats ddare aFeerinp w ra6rlaMing OM molerlol. Ep xy to difn/ 91rex d tmga j 'a5fi'i 'S.Fnrer LIKm PREPARED FOR THE T*unsaylm iso-za7r PANAMA -LANE -OC (N%IDEN) P.Tum-SFCrbSTGTOf GALI FORN(A w .n U 9G :.re rran saa4dlenery _ DEPARTMENTOF TRANSPORTATION vire, sa BENTS. a2' & 4 r tc; f CU 96r 5P EE' Mrtul EA 38080( 5014/:5 A1.. I .� f # r� LIa24 r r -- -, --- ----- -------------- Eno M BSM coin 1 Plastic ror� zonas aeN . h (35MM aM pfw #5 ETI) I -- with mxAVMcalnr wad sp'raes. SECTION A -A lII 11 Erd M Bea E'OP= Face or BAY Cap (Typ) Face M. BeMCap Wqe fTYPI - / =r -a' f Edo 0' En Gfrdv TOP REINFORCEMENT BOTTOM RENFORCEMENF BENT CAP REINFORCEMENT- - g 6wuma o -n r'' g caama "Girder xaywr' '��: F caomn �:g Exist caumn r 6 3 a r 6 F-60? JL itr j ` jrr esnr ' I y..3"f1 yp) 4@6 + # 5 stirrup spoclw Y 012 a r rv� 012 012 8F74 Bl2 004 1 012 004 ®12 8�4 ,@12 h r Pmae oarclrer to vlydMs -I'�- I ♦♦•''' ��- %��� ///hI' - 306 _\406 0 3Q6� _ 604 € caomn # r Tan arpl .F - FOOTING PLAN 41 #r Tali f is 7 , a F.. r- r MOrESe % r a F lo I.: No spl/w ancwm in as am min raarwcemsM. %_ n 5 ra)3 T j���177(y''' # 9 TO II "'I .: L �u u IJ J Z: for rap Rt1N�and from Ct �metl ca�nrarr�m WK.m f I @ /P Max 3. Relnrmcowl symnefrrcol aoauf F iMvlar Cauma I # 5 mcn way / 'r I ne ad�mn. Naxt } ELEVATION 4. For Sedlm B e ane sedrpn C c Sao "BeMLwons^ siesc orww aver ams. .. -^_r - Tie Q odor SWU mr j� offimlraft field s G' x d x r r Elosfo rro uvr1w Md o/ ea.'n qfr@V n ✓ x y it L 77 t@ / a' tlimerelats ddare aFeerinp w ra6rlaMing OM molerlol. Ep xy to difn/ 91rex d tmga j 'a5fi'i 'S.Fnrer LIKm PREPARED FOR THE T*unsaylm iso-za7r PANAMA -LANE -OC (N%IDEN) P.Tum-SFCrbSTGTOf GALI FORN(A w .n U 9G :.re rran saa4dlenery _ DEPARTMENTOF TRANSPORTATION vire, sa BENTS. a2' & 4 r tc; f CU 96r 5P EE' Mrtul EA 38080( 5014/:5 A1.. I .. avaurov glyda (Typ) Fax a Lege, Sao 06J KER OF 99 14 44 t9:c64 SS f Fwe coo g caumn B caum, r'� E caumn ✓'� E Exfsf caumn 1 11 Symmarlcul Awul N$ BRIMC7ESi1 L 00 N a d mryvpwws¢ d' m a tnMs pan u. 7 .J ---•------ ___ _ - _ 1. - _ �Y to )h a� pp -- Rr y wN c e` B PLAN £ team, aoy.agm ¢: eerwan caumn emveen „_ • �' A __ n rs crrdas aII bundle #Lid T -#1/ Ca/d rTY0 S~lwl Adxd P caumn 1 Edge a L : _________________________� �. ` 1 In plaJIC Nnge ernes amn Ea of Berl Com. rte 135- Ws as space / #5 ® 1 ____ _ ___ _------------------------ .mwaNaalwwad spllxs.— SECTION A -A Face or Bae coo (rrp)#ri wmlee 1/2 1 ' 1; ` Ero. a< Bad coo = TOP REINFORCEMENT 1 BOTTOM RENFORCENENT Face a Bea coo cage ITyp) Edo a Ext crraer - . `BENT CAP REINFORCEMENT rs'<3 a'6'r6^s�a'r s' g caumn u -n- g caumn i f caumn r g cxrs caum �j n T.._.. _ M T) r #5 _. lYl _Ta O@4 @4y_@1udp@12@l2 0@4 012 ®l2? iT @l20@6b@4 C) d111 �um --. 1 max FOOTING PLAN Uro) #l Tait n r a #era 13 NOTES —�� m — l No dlcesanawa In colunm mcloerr. cener #9 Tali j 2 Numars a eau or tars malt o dwowe in re& frau CCaum + �"I [[]j �' U U U fa Tap Bernf aM fran Ct peMren Caumns for Bdlan RNK. #9 Ta ll' \I # 5 @ 12 BacA way Ngx Rerffarc d Symnelrfc l otwl cc lNafa wuma -all aroma caumn Rwk - - 4. Fa Sada, 9B as $calm CC see "Bat CNala" aing. roma ww mots.. ELEVATION ' 5. %' x, B' x I'r Ea4"rk aarlm Nd mdealyd ,:. TMC racta SaltW fy all w IRGIJI g flOd %" r a' Exxy rg eirhr glrac a lege ' J 'y yr dlm fal5 tefwe adalm ar faafxNng aly mvlaldl. ) ''i.. • f �' (-4I� . :fin sF4re B.Kro' PREPARED FOR THE ro,,�,,,� dim so 24T PANAMA LANE OC (WIpENd ' P.Tom S: Fara STAGE OFCALIFORNIG - a,Mr :)o u546 `. JPN,Es °,�, Tron"`SawlWle�Lery pEPARilAENT.OFTRANSPORIA110N 'a4. sa° : ++�BENT`-3J F. EA 380801 s+l 9Fl f( Nd =e , . R RLDdClFJ P1.n1+c x[s _ . IV POST o,=rCOI P nGrE ,mss TO SL E 9 14 44 Q Bert ,[ b � O6 KR 9' �9;54 54 66 �— - "Vv Bars "B"Mrs see NWe2' Bab2&4 10: #II LaM M#ll Caro+� lep BabJ. T - #IICatl 9 #II COM€ BrgIf] IV E Br9 z 9• T-cr —1— -f f TABLE. X - -^ �1 s 3 e .'I Tx a d«:e -� _ #5 .vrnen @PIS @WInICF �.�IN ON NX 665 VAS7 BaW « n. orrrmD; or mi IS #5j� 0/2 ¢ IFilina waCO^rw mrperaxaaemroNc oma d sroi° apf M qx=porn Pltt M Bert 2 aro 44 Cao fTYM + Sas "Glider Lgwl" VOIN Mrs x' See Tade Xl �. # T r` TO 6 & +'IeHa• 9lydors VNI � dmk � 11NVV INV rp/ ti #5Cwd IdB __ _ L. -NI -III ___ __ 2-6 "NorcoNo IV 0 —. # J Cl wc,G ,r COM, Wad rtoM' see Cdeff /Ns zW - A"dors # Y I 2 to Mfrs 0 Mt.'S level iml .4 or ca=w VVI fsm roue XI - 1 -1W- I rµ 5 \ i +h Cab - #61 c 9 fr f(( l '• ""' 1 'Faced Oe6vem 9irtlws frYGl #5 CdM # 5 sllrruP # 6 9 6 TO 2 Ger`O / \ �-"B" Mrs �_ - tu xlmiw girder \Tode\ X) # J Lag TW 6 If 5012 Td 3 W 9frtla's # ] \ J CrassMr Cwtl. Wad fTyal' #6 06 TY2 Ger / ( rQ JTot 5a WINDW Olydw \ ftlttrw 9lyder / #5 �J 0 12 # ] 0 6 TO J w IaIwNfw 9/rxiIV - It 0l0Mlwem910 s #5cw- 6"' 05 Ta2W IT IntIvIor°Ir°"' SECTION B B: CAP BETWEEN COLUMNS # s Inl� — B, Mrs # J ca d creororre loraom mG raMaw_maM Xu'•,=l'-d' ISM Tode XI V '• # s 9f /2 bMweeo la G' sm Nde 2 # 5 ® _� NOTE ---- -:- For Inform011m III slovn sm "SECTION BB. BETWEEN CowmNs" y 3,.6., Y y, Y_y, 3, 6,• N" CID Ia 9vtla' -. SECTION B B: CAP AT COLUMNS (Tyro roG dme retro �.• _�_a, I nossMr #6 LOIb )dB - tea'FNleiIt �1 L 1j #5 CW tW 6_ _ # 5 0 !2 h>,rxen 9Trda's fTYM fTYM _ _ _ i _____ _I 111 tl met �. #BIW 2 lop Wfth #6 Mrs )hu K l IMmlor qfrdvs A' lasmf osmloGy - \ W exfarW 0I d rs (I d 11 oil •I I \\#5 TO xI%vew 9leears myM PLAN SIDE VIEW WELDED BAR ANCHOR DETAIL Trwa or GlydaAt 5 0 12 he1v gird" RYM Bcyad fTYM —,III 3,. Y' D'• L4�0Clr lO 9lydw RYOI N07E5 _ SECTION B -B: DIAPHRAGM SECTION NOTE .ewn aoG r rn W sl.,we 1, For NMI of' morons &B e< c -C s ;!BETWEEN GIRDERS) :'sero rm'am sMds. .: '• ; 2 TranIIeWx dr rms xIre norma to €aero. Na'e.. •3 ailM=IIi`x rarvormIfO 4e TM cormty III wffyott MITI rlad Nacad m Ilam girder . dfine nslMs bdwe erderlrp Or fOOrledOg �' wherrol. BEs. Fe re aNMt", PREPARED FOR THE TaNu sogmm so24t PANAMA LANE: OC (WIDEN) P.Tom �Fm�� STATE OF CAL>IfORNIq 's*,E, K. Trop ^�°° smvlerlartevy. DEPARTMENT OF TRANSPORTATION � Peif9,54 t � � ` BENT DETAILS I, g U 06157 "EA 380801 S ro/4/% c 91 - .ORIGINAL -r-- . t t LET 0KER T99.' 19 44-19,64 551 66 6E f Paamo ma-•rues� a. • _ � � l RtMaF4 i IOl'4'f PLoNS AP jjj V 9 6T4 t I 710/ Remove aarmrq - PSIS F A, 1, SWE 20 6er -T y YO'ClaurePovr 2 AMPI c a' •a a' I ao' a -a' a l Nva c er Botnar for Ire ONVrw.y o,DMwweav d a r x( a ria EWr Cant Barrio- type 26 Typo ETR, Renxve exist Ock ' with CMIn IInY See "RpM Plans' wvMrp, twain exist )tarns rdN %111W ITYLe ll 2 4E0 Future OGper✓rNs _ T it1 RemNe exist rete Barrier oM rdIn a NldI deck I T! I'6 F lure BIIINy OppNa Profile 9rode Taiga- ry Ralllny 1 I 5 Road Plans' ( Yotsn £xid CrossSlag 3 R existPipe R IIIlq old cop efd Curb lY/i' II oa Construct Tye 25R CoxI Barrrer (Ses Part TYdsol Sectlow') O� IF ��Exlsi ClP/RC NOTES Varies PC/PSI girders IMa'meeide T - - pox girds Q r existing struct rw to Os cosi with ckvure pur. ' T Cil 7'11" - 55,.5., Olaplragm (Ty(,! i 5'O'i • 1 .. i i Q ..Closure oar sixto ug pC dosed saner )tan T, I a-9/" � aoYs aT1er a511rq to slat ' t .t— x4�T/1"" Mn al Mdslvn. nt Ed Girder Cavies Limits d Bridge R5.nwcl lPsrI �3 TyM Pi d%k drains aM plpla. sa TYPICAL SECTION "Gr der GaIsxe slew for addUisal doors sola 3,5".ra' Bil-5 Bll Barrler# 5 5 - Il /0 5 - Rarstd Ymlan YGop Exist as New Top Bor Canarwe Barrie' Oawws Sa "Rood PIonS' Ym 25R Place arolldro pods - Land �5 2 # 5 ®. 13%' f with Caln Uro for aesire'ta ddplls 6"rwrd RaRIN (Type Tl , # 4(aj lB sax X-5 1�.. ExISITruss Bar' 2 #5 Cont 5 -IS #4 na 18 - #4+ae'4C)B'' U9Nlrg wd SXTxss lfYpl # 4 Cad Control Cddu115 e see "Rao PI ar t, #4 Id3 13 ( LLL 1�' ITYM # B md: tai; r' -y crto groove # 5 td 5 per 9lyder lTypl Beth rd L p Exist Tap Truss 1 l Bor to New Truss Borl T � _ �.I5 Tat Yp Exist Bd Bar 11 .. _.._ ._. Fa girder idN l i mMide. G1opho9me SIPS "PrewrassN I Order" skids `Nseadad lap splices wwa pars erg up 16 art are IdIo oome 1 Exist l Gar /s assLmoi PART TYPICAL SECTION B-05 - , to ce aNe-ale tv mrs ` Scale:%"•Y-0" Sa: "Ltk RdNv W".ISI! adallf"I Mm re'Na ceaad over Wl s. itai& I Tre cm an mnydiry 411 a rdn Tndd I 'S _ l 76 di i p searing or foorlcNlrp ow ralsipl. R. copnmtla.Ica PREPARED F -0R THE Taymn so9r 50-247 PANAMA LANE: OC (WIDEN) P.Tom R• t STATE OF CA �� mW Sen*.�s Ir,Trdn m5dwlrJle/uvy .DE�ARTMENTDF.TRANSPORTATJON Y19s4 TYPICAL SECTION x w o6 5z Q s EA 38001 °Ell 13 �a .,.. DIST CQUNli� RIJUIT kL 06 KER 99E.19,44-19.64 55 61 LEGEND ER TyIm D -I Dock Dram Bl -6 Nan Pat i fatal Plan' ort 'IYpioal S Ial III- ' �icCIL �. t . —�- E0 Drain Plpa PTA i ,.. m GuIM D/regrar x Drain Sip a ,e ii�j 8LPilAqD?VS 4, 92,06 IS F fi0-5 w BD -s m wale wroo or as o w ivw ro edpaum fa lro a -Yat m Incas ar d%Irddo oww H fas MA Stam AbN lt nk BeM 2. 8610 TrO.. A' Um PE Bali �U l5 IMT )o0n FL Banta 4A4 4 3••dr 1� Ull a0 /Edge of 0.sk.. ____ ----------------- ------- See Nee 3 - gk.FoureUNlr� p B ' n r 27,rrrpi. : r� .. d u (rya d d zz triad __ __D ____ _____ F____ _____ ____ I __ _ _ — — `Edge of ExistC k f IMermooime Diaphragm fact, ser 1112. PLAN after exist overtarq PdrMs C#wcen ( Bras for Sons I & 4 Seals Y' • VD revnorol 1/3 PolMhs een 4 Brgs for Sp ns 2 &.3 Structure Aplmoacn Br9 AW yam - r t Shwa cwt ion oraimge PPlans D �- 6" did Drain PIP r Exported pMysryrero Pipe Hatews fyid _ I"ExXoVW PoIrsty ini Y - 6., did Drain XP i #3 IM 2 --- .n 4el JI •W> BMtan M I girder „T B L F1 ___ DanTate # 5 (� rM s NOTES:'. 3 I. For girder detail 'Prestressed I Girdor Girdrkt 1 s. No. ro SII Bridge NY/rIrCM + 2 Far InSISSadlale diapMaam Oelolls see "PresmassM %Z Glider OJolls Na. ZhN.; AT INTERMEDIATE .DIAPHRAGMS Fa'.dv me 3. see Future Uiiiny caslW Dedarr pn:"AOuIaeM Derdiks"slml t r - 4. ReiMwwmmvslg In III dloptaams.taN cops, columns ab i rr AT ABUTMENTS1 odnmeros 4m race aafuarm to door drain ppa ; ... = Nap DECK "RAIN PIPE %DETAIL elb Tie Dantrdcr staid verity an coni arp; rias 7, b ' dlm W% W wderIN or raDr Waft M =Wlal. No Scale yi ^'R.cdmw.al '® arcao PREPARED FOR THE rorfwsagmm , so z4r "PANAMA LANEIOC (WID:E�) STATE OF_GP,LIFORNI , v- ms V4 , K - . - , ;. P.Tdm R Canlppol i ' K. Trdn sawtelle/Lery DEPARTMENT 0 iRANSPORTAT ION ,19 54 aGIRDER LAYOUT �s y ' U 06 52 It EA 380801 '— e` , IF #4 (4� l8 Max (If Exi GlrOer/ _ _/j _ _ _ _ _._/3_. �0 ro # 8 Dors 9 9 `�—ll l8 18 z' ^ 19 1. /5 13 l TTl3 {1 Y� #4 I8 Max (TY�>! � 13 18 � trap to N 8 Mrs: 9Tll 13 13 1 = � � J /9 15 18 11IF T 1 /9 - 1 1 l5 lB 18 11 IF IF _____ _ _ �10 Gods- fTypl �, 19.__.15 _ _ _ _ _ _ _ _ /j._._ _--------------- 13 I� 91-11 18- 9 8 9 '11 13 13 0 15 18 18. Ct IN Giraert _ I _ I _ I _ _ _ _._9 11 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-_13 3 4 1 1 i I 1 s: TOP LONGITUDINAL REWFORCEMENT Edo of closure roar it I .I AI t 1. Nl raffwce # 8 Votes nowt Wl frilow. Z Nuoi of iMs K Mrs lMlome Elstott to rc9 From CIF BdA. 3. Shccr-e for •8 CW! y5 aors o II mxMMp3 T1# CWroi smell vw'Ify oil controlling flora w wNOCP orMy. No top fip'/CCS Pllcw� } { rllmwislons' Waft ordoI g m faDrlWllg oM mslmltl. F, •F 1. �"'). % rK.Trm, D.Koo , PREPAREDFOR THE Teyf sayro 0 2a� PANAMA.; LANE OC` (WIDEN) �L P.T= N.90IF �TTa� STATE OF CALIFORNIA - /l` 91�; �K.Trtp soxidlei[c�y 'DEPARiMENLAF TRANSPORTATION.' 11 `DECK ,REIN FORCEMENTr o8 r�..I 1. lit, �un,l s CU 06152 f � ore xEouccv PI'EA 38080 f � o v #1 06. fat /#9 q•a la2% �.. 06 KER t 99 119 44-19 64 is 66.s l T' a' / 7 6" �.._,.._.� EM of Wider Glyd r E/d Bloch='1-,` ��,..e,..INdis^A1`f� '. .. CLEARANCES FOR PRETENSIONED STRANDS 9I - 1. Stiaras coq fe auMlset In 9 eux consrstlw of 3 vertically. Far -1� Wi�n,', 2 hniimt llyow separates al Ile elk1s. - '# r�O,• ta4 #4 VAB #a a2�#4_ O6 % 2I%afW16st nWonce a � for°'/ °eor l aea'omoZf %snows: r 3 Sts mm eeI b9wq'n dem Ofadja 6frards Full deah t_#4016 #4012#4@9'#4@bl 1 _ 4, Aloorwolof fighter Is reluir� fel dw1alral. ` #]��of girder- IO' a' 6 a' IP a' DETAIL E NOTCHED' END 5' cwutrurlr6'1 /am dehveen grade- of s lack sial A� cC scan Patn of oenl a grwhy a aeslresstrg j Top of Girder to Ir pnan coarse &oom fwsh. goal to appro /male a caraway, `I Tlere stall ae min of 2 lad d wNNn Ih sm2 2 #6 swore ead slal>Ai Wu! el n -E /9 eIzarXy _ Dai E•' C 4M rsoxs - a DIOVE of wws a-awn+s smllefae S n a onmpiiw 0 wwmWo roaMs a IPs. Sloan 2 & 3 See Sectlm D,D - PRESTRESSING NOTES �.. WorkIN Fwoe: The forco requIreaf of Goffar # 5 u@ 6 of smo ofw clllosses, Concrdo 6lrenolerd Is W lime W. Mtla s/reae rc is W z6 eqd. Pst Di actr n components,Nifaraoflo(nlad uw selling eel -If wevall / o lwal ml al : 5 � lire elevallmks f lack efe rll Le" @ peM mAs daRarWretl lti• rle. Ehglrear: CoRtroctar any IN817xolo "po ow '•X" lues !x Ilmns sMwn as approves by Ito 4Za IAF {r umnsim 24" �Tacr _ s4. 11 11r 11r y\} #8x4 O"W IV OW6& hgtl 6� _ Span r&4 #5�j06 #4096 #4[ 012 #4 LCf8 :' I"xY awepliedf I Z p_r 3' a' 3' a' See ^Iaserl Asswamy DaarrerPloce Poranello E DeWa .PRESTRESS TABLE '•L"= See Preslress Table ELEVATION Fleld [end rryp) _ __ _ #4x/'4"012-, a #4xl'Y'@l2 M ". Field Wrtl fTyp) #]� #6 1a6 i + See � 01l "E" =� _ Y1 #4 cnrd. Ia2 - #4 ntl #4 cuM� �?of #4 aM. 1a2 *4 1a6 - rclr' 4'-Q" — - #4TO Glider Loca)ran P= Wwklrg - Cavde DalacNm Cdravet#5 w desigmllan farce Snenyn In Fea p wA. IenWM1 "L" f d f ' OI L k 2O Ral " X= 4 X 6' OL .. OL. 1l 210 4000 4ap ' 062 ODI...: QB : 9' 90 w 4IXp 4a.0 OD2 au -.:. C 4a 9' 180 19O 4IXA Z00 w- 'ODI D 89'9" '.UO 830 42 5300 M 002 , © B9 9' 650 TCO 4500 6" O16 Om _ 899' 660 710 450 6100 alb ODE G 9Y 9' 810 M 44C0 56W Oil - OD2 © 9Y 9' 660 130 4600 62w Oil �: OR '. I 9Y 9' 6A0 ]50 48W 640J Oil.- See slrnup �w �^ #T. sO clJaroi b #41 #3 cdA Sm �aII ••E'---#9�Sce Oe'all„E' Ir #4 colt yp) a C cN l#es 09 nas a'trYp) 6"ITyp) r ", I _ r 4t �— r/ �.� # amlaz' # 6 L a awk code SECTION DID I / Gr lTYp1I IT I excaot as slovn NOTE6: T.: AT EXTERIOR GIRDERS : RT INTERIOR GIRDERS - Del Ns shwn are far Preleislared Gf d s +: SECTION C C Fla cdntroaw mm' suamN chane r Peel to twllq ly'ch SECTION B B re sulyea torte opwworof ire ergr, i NNW. �2, Far "SechtM-FF'Isee'0pnaslydssedl Glydw 'ire aa« erou Jnr olimvrmhy field < r- Fi t -d/me lfano Mare wdertrg or fahrlcalltg dry materla/. %% F Kiran ma Km -PREPARED FOR THE Nd Prom x.rron TdyfunSugl 60247 PANAMA LANE °OC'(WIDEN) 17� STAiE.OFI CD,LIFQRNI� „�,a =r 9' QUAnl.0 rtrrdn� senna oEcnelu(NtoF IenesPoalalloe e �o19.s4 PRESTRESSED,'T.(iIRDER DETA`ICS; OR I ec yakIL I cu 0615F p E�'� . 'ca aro blas EA 3808019f13{55 p r P.Tom � K.hon, STlTE OF CALIFORNIA �°"un5°°„m 60-2<1 u � I iz �r7 Ham= * u -,� �^�* F, ,�Y A. hon � sawrdie2eri NEPpRipENT OF TRANSPORTATION l�s. sa PRE '-,• ;.H Es CV 06152 3aE. acCCscC. anus ' EA 380801H Hr I � I QDIST [0ury WiE AL POSIPh Ci a 5XEE Existing Roadway Pavement L 06 KERiv p99 . 100.44-19.64 60 6of is ry _-.. r to IO'. End e/ w C $ roach Slab Transverse End of. structure paving t Ie skews Up IIable. Approach + R C J nl^ A iE Note 3�"Is bas-F 6PP"AL DAT - b nary _1 _..._._.. —�ce gK Int , 665 r 0.5 i r N. 31 1 e I \ x m loi 6 4 - .r Ar ixm&L 11 l ! ....... dge ....... \ .... an B O / c Its 7 and BAR CHAIR DETAIL 8ewes o WY pit ..ter. a r«. a. It � aMpw< 1 I A q ear. Jo o min . IN Ito" �_ _ R l/ A �. STRUCTURE APPROACH - END STAGGER DETAIL can 3} < " / Na Stolen. logo 30'.0"Mil or Exla n9. SKEW IO' SIfEW 10'l n Sr Oetall A , coupling nut. I Roadway PLAN Exr.t/ng r g Pavementba**ler l ff 3^ x r x i- Angle. ! i" l0• :. ears �� f t earn,•*. b j"W r / O 6 J am e6ei�- end to beginning / Thr ad en a"nd s See Oetall B O 2 1 t w g Lo. s/ r - only ca*Pit of L scture oI/e: Only. roacho e 8 of n red threaded rearn R" he i•n^ _ ~ STAGE 1 'STAGE 2 sTICE..I STAGE 2 oplailb• en s. and withI"(d G scab b by the encoded I m x I} Ir 3} J Longitudinal AL 1� \ }"� Engineer. 2'<t^ VC a 2^cl. a Peck r assembly. tl L.l _ O /ll A end ,ed key. 4--_ Sao N r" Y' .. bot: �5 ex6" a• holeRI.- Sm Ha eb''a.di 2"cl. g`JEXISTINGEXISTING` SECTION C—C 5 � EXISTING between slab mr N `'��I� and wingwa N' • • • • • 1 _ 3/4" _ /'-O^side toward I $TAGS I 5TA[E 2 . ARNIOAW NEW CAST with Smooth j v i APP Approach I 3 0 contact,ACJalnt Contact t d .m.nt LONGITUDINAL CONSTRUCTION AC Pavemrnt .1 6 flat BuildingJOINT ALTERNATIVES Gar Q(2 ,. i l Paper I5 la' 3 ler poring ne ens/en. E - 3/a^+ DETAIL B , k } l'_o" Int° ' ing. See bond TIE DETAIL a Nolo 2. s r �D c l e -,Q6 I 3ya" = P -O" ave. DETAIL IA z xB expanded NOTES h existing Pard P 5 Note S. Y Y No Seats 1 $e N I d Pa L r 5 Ce croto• A root $- e I Ab Tr a 5•e details A A hewn, III per details not shown Or noted set Structure P Adjust b ar N min. I Match gn�4 s r. oaau 0 •• • t. =o Qeoze DETAIL Crequired.d J r bridge d grade - I6 Q l2 18 O 6 u - veto C. AtC.:Q6 "bar h - 3/40 = I' -O" z 5 /nlerr • existing prestress anchorage*and mainit Fd% 9 paving APPROACH SLAB TRANSVERSE CGNTACT JOINT W/ AC ROADWAY W/ PCC ROADWAY S(EW PAVEAENT PAVEAENT permitted y E 9 ReeaPlan, Parallel to face < 10' 1 W Notch 1 per Ing match It Q-3 O^t o St a94 Ilrw, 24' 10' - t5' of P N (Delay AI t 36 'apart, 1O tand ransversely N Pl"11*1 PNael0.ldlA) Iln•, d paper - p PCC 04 O 18 pavalmonor rotor to Standard Plan A35 A Drill s bond 15 A -10 SECTION A—A Roving Q18 1 O Info ' en If extension, 2. fed.• 3/a".= I' -O" - f 15 tot 2 - APPROACH SLAB TRANSVERSE CGNTACT JOINT APPlOALTi W/ AC ROADWAY W/ PCC ROADWAY S(EW PAVEAENT PAVEAENT permitted y E 9 P to Parallel to face < 10' 1 W Notch 1 per Ing match mmm Parallel t 1 St a94 Ilrw, 24' 10' - t5' of P N (Delay AI t 36 'apart, (( Sttagg+r at eod+ > a5, Pl"11*1 PNael0.ldlA) Iln•, J` Longitudinal c l Jointer permitted y E 9 I a shall 5 from plansor weakened 5l p PCC pavalmonor rotor to Standard Plan A35 A STANDARD DRAWING . DEPARTMENT TOFTRAW"TAIIpI eu ora/s2 EBntA^Kea7r Tel PIANAMA LANE:'OC (WIDEN} ' �� - CALIFORNIA ulrlsloNa srNuellmEs so zaT I g..r , r C+aria "me.In.nl1.. 't- STRUCTURE DESIGN RUCTURE'APPROACH TYPE R(3OD) "' 8/92'Tyro u Na v,...... e.. am au arm rr Y$icNiw�.�aiwe s EA 360901 9/O gi 15 2/ e r I t ' N m N End or Pa f 'n9. If��p in9woll p o ZG°. 1 O N W � � 6B EB ¢ Fr —� C L in l r (Sae No le,31 Br. dg� \A` OS e G�d /L yf t —' q/ deck lC sheet f r/ocot/On` Gf SKEW <20' �"P1 9ely r d @ 24, w nul and fere d d n�ds�ln. Rade l Pf 2'- PVG See Nofe 1. a En be y � � p Z FJ R I p a ^ r I IC9gL. ,ng n I ul�� PLAN ^ = Ip' Provndyo 'I TIE DETAIL see Nefe to 5 'Tie Oe fp�l^ T.onsvAe Pse pConsocl Jo.nl^ R y Povemenl �� I Concra fe •5 c I bar tn4 Molcn de O nongck /5 x 4'-O^l L 2 I rG 2 W' 9 APPROACH SLAB TRANSVERSE CONTACT (JOINT APPROACH R lo.n ng V s. Oro, PAVEMENT APPROACH SLAB TRANSVERSE CONTACT (JOINT APPROACH W/ AC ROADWAY W! PCC ROADWAY SKEW PAVEMENT PAVEMENT bi�b� o' P o fac <20' o t P av ng rfF 20' - 45° P 5 gger 26' DETAIL- P N (OeM AI f i. > as. a fp sf=99«' Pf .ern G o omposi le Groin f P N we IOeta AI ? l KER p99 E -d. I..F Cenc s Nete 5 19.44�P19.64 bi�b� cn r AL IPavem ,s z.. 2._O.. TPo I ac mp eiess a elstra�c mN N S Y ` 3^ I (See Ed9s Rngle gOeloGl) 1 Tp Reinfs &t�-ABot R f ss plable \\� #4(oJ /9 TyP d5vb"b rsp � 0 CT— m Z.. 6� i . x : " B f oQ � i. See De sail A O+n r @ l2^ nl � Ses "Del I B" • • o.• • e � r ApPro > 2c�f � a ew s e only. a Jr' 1 Ploce j" � I ar ln9 mool .. . -�* a ;' 9 nNofe: Extends//addlrona/ �— j DETAIL B fao o d / aadz as I �"" �i �: aroocn ll�.=l,_Q. mnpas penrng (l he P..paun9 � ��f, ac� �v I REIN�F: PLAN @bRAINAGEWLET� fi 2 M6 @ 12 /b @b p? "b ra N _ _ __ �� � � I Bop ed,n I da @ 3a O t d N ' o^� I ludln oily Fillar fpbr�c Vt O Geocom woven lops /mbric . Grpl� s , Ne z SECTION A—A 3/4.. 1. O.. -. STANGARG GRAWING x512 -2a M i f f "mom. i Oj Se f C C Typa E! sed J F,C "mmE. i g O Oe/ t E dSf gg OEf / da kE ✓ised, e. M. Ha c e f Ordrnd9 In/cf SfraGlure Tra <onlpcf dol-alr,rderan E -d. I..F Cenc s Nete 5 cn r AL IPavem Bor re z.. 2._O.. TPo DETAIL- A 1F6 � c �I G o omposi le Groin ? l /� 1 No Scola / 1 Sae 4. / deck TYFE E I TYPE SECTION C—C E-2 ~1 BB or Ea —{ PlPe (ass Nola 2.) b B. d / � dv ®.P yslyrene to BAR CHAIR DETAIL (TYPE E-1 TO BE USED UM1lE55 OTI{RWISE GFUWN ON PLANS) fi 2 M6 @ 12 /b @b p? "b ra N _ _ __ �� � � I Bop ed,n I da @ 3a O t d N ' o^� I ludln oily Fillar fpbr�c Vt O Geocom woven lops /mbric . Grpl� s , Ne z SECTION A—A 3/4.. 1. O.. -. STANGARG GRAWING x512 -2a M i f f "mom. i Oj Se f C C Typa E! sed J F,C "mmE. i g O Oe/ t E dSf gg OEf / da kE ✓ised, e. M. Ha c e f Ordrnd9 In/cf SfraGlure Tra <onlpcf dol-alr,rderan E -d. I..F d s Nete 5 2. F 9 DETAIL- A 3, � c �I ? l /� 1 No Scola / 1 Sae 4. E 1j R d � P ns +� 5. P F A35 A —{ PlPe (ass Nola 2.) b B. d / � dv ®.P yslyrene to BAR CHAIR DETAIL N Scala STATE OF CALIFORNIA OEPANiYENi OF TRANSPORTATION p1VI51pN pF STRUCTURES STRUCTURE:.DESIGN 50 247 '°""` /3 54�' ST �fr n EA �BaB / J s 3' x. 3" x Vj^ Pn9le EeeNe le 4. EDGE ANGLE DETAIL NOTES j t d S P ja d 5 A p h 0 9 D i l ✓ 'n p by the Engineer, d I I e 9 on, ! 3 PP PLL 5 P 2 9 SPDC/ng o/ r ved SPECIAL DETAIL` S i PANAMA LANE OC (WIDEN),; RUCTURE'APPROACH TYPE N(30D)` s06 FI9J�4 s66`s NER .R99F 1944 62 Ovllet ' '�'.�-`ems_ aw' F/ APPro c h Sl ab 3D' -O" Limi s l Geocom o e Pipe Or°,� T E � !u 1{ dJ� ( otos /c Oet ils GYY4llA ° / �".P P. �1 rI � �s� O➢I (l° 1 nee. .. . F v I '� � ;. "i x � PH�WIS �iINCEmiNOFF opp oocp e/ab ,"�i E to �'� w apeMs �E 4F`J C .r nsrp o- murv✓eremss oe-e/ecrr�c� °mss. c/ lns Mm sMret (rFQ � —� � 3 P c Pipe `444 Cop e `� n ed) o ^Oram � - Oro, 9ePad See ge De roi ls" � � A m � to 5 Ge le - acn �J � � See "O aino9e 3" Pl as c Pip. L r_ :' " Or 7 / Y/ v' � Del°ll (slot dl 2� CANTILEVER WINGWALL RETAINING WALL WINGWALL & � cPEe SECTION F -F � SECTION G -G I� aoir - ode //�% I/<" - 1. p" 0"/�•3heet �n I�� I �Ex � � � Ningrva/l Nel✓ �bNment C ��aOv"� � �� hey Oeocompos�le FOro,n v�/si/a --. Ge c e Oran - F of `° r r � t nt TYPICAL PLAN r✓ n � - - lO' 3" PI°s tl< Plpe Jn,lo+�d N� rSect/onAA See 'Structure qpp/Oath (slotted) plosf/o p'pc j, Pype N(300)'Sheet. ` TF5 - -_ Tn. Connection - 9 C�uP) � J ( etel esn e�nr°rc n 9 '. \Lap WITHOUT FOOTING t aa.tment r l'-�" � - DETAIL A se mdse. vloa ned . oalmgg r DRAINAGE DETAILS ,� � Woll r 'n lost in9 I' - TOP o ng ' � N 5 /o �. .��-.'1 Dp 3" Ploslic Pipe cons /:l edl a � 99 ed end. NOTF i Wool ing Bends a 3301' or �� i SECTION E -E � SECTION H -H I l�z" _ l' o" 1d'''�: � r�,�ii,l DETAIL B II r^- r -o^ � i I SPECIAL DETAILS - No Scale � S; ANDARD�ORAWING �%. ,Pse Ty'lp/n �S Ton E -E [Sect'onF-F STATE OF p1VIS10N pF SiRUCTU ES p Re�;epn ;n,e ��;� CALIFORNIA � STRUCTURE GESIGN 5'J0241 °°"""` PANAMA.LANE �� OC (WIDEN), � " "° szz T M.T °E. Tn°� a " --��' � ' F c '" E.r°°' nm.,„ °^'°'"`� /sed.. "' ;,. DePaHrMExraFreaxsroxranpn /p. s4 STRUGTI�RE APPROACH DRAINAGEDETAILS' M. H° bcwc EA 06/52 i:aui'n 8.. e.r "� " 36090/ . 9 /O 96 /] P/ --------------- - - m Edge of eeer: ols, ma.+ E oaT a PRo.RCT No ser_° I 6•-O 2•-0' 06 kER fl�9. 1.,.0.4-19.64 63 66Ts 0 5 rounding/• -U" 9" 3 Top o rolled 2•'U., To g JJ bmESS/ C) B ck I -ONe f O" 9" 3" ?• Edge /C"'+�^' aVF l N piano prior c P o" 9 paving ad ST Ea �? W edq _ -- R=I2" i Eager f,n�sn 2"Premolee filler Rl2" ved _ R=6" ._ R6"e Oa r ¢ B3 R l2 5�0Q/fails eo @ le p N9�ONSBNPMpESUXOFF cn�v � For ditch / The Side of Coliforrof of its offilders for offints mod) nor as se Rad Plans dimensions Yaw& l2 0I responsible For his firsurfary or comperemss in w;For video W14 x WI 4 es M 1 Dale I3 P 12 a wire fabric c edge Ms aon s2�1 WITH DITCH: Fa ow„ a ace of ww Farmee It This dimensiond g . ge ,s a/ ours ace of W.w SEC710N A — A I Frai en cutoff of k becomeswhen tlSECTIONaB — 8 ; Top of roiled edge f WINGWALL ELEVATION / I I Top of roiled edge / f f , R� � .zo•, rY �� f (ndm/n Y� Preformed grooves Flnisn ground line 6" minimum 6excmvasrYe cover 4rp/ % IT Or as directed by the f \¢ H j Engineerunform spacing h j NOTE: F I I I I of t - Face or TYPICAL - NO CURB TYPICAL - DRAIN CONNECTION project see sketch _ abutment Stiff bio parallel am--- below. I 3 �b ✓RAINAGE DETAILS, be Pa a to slope. Nre: a,5o.55 0 :�edcv�li on "sru�rU.enro.n9e PICTORIAL VIEW OF TYPICAL INSTALLATION iwr/s °sneer Match r 2"expanded sloppolystyrene BOop o rolled_ 1 03 i P 12 4 N welded wire lonri c4 r"t yx I3 totNixto so ad ."\.� 12't- 2:_U" TYPICAL SECTION —CONCRETE PAVINGPREFORMED GROOVE LIMITS OF SLOPE PAVING ILIO )'� Fly SPECIAL DETAILS STANDARD DRAWING STATE CF rvO' O/ RenSeDrmCageCcloi/s DIVISION DP STRUCTURES °-0zar PANAMA.. LANE OC (WIDEN) rILE No. IfS 8 CALIFORNIA bit '"`a ed OEPARfYENiDFiRANSPORiAiION STRUCTURE DESIGN g`s¢ .SLOPE PAVING—FULL SLOPE By W Pur LL[ ® Ea 4E IN BES CU 6)0/52 FOR EA 98080/ 9 /0 iv6/B POST MIL IF vm -OCTAL 1. 'Cpncrele Burner ryole 251? --E TOTAL FITOPT 06 NER n4@ 1944P19: b4 b} sbb's xs 1 sec`+ on A See Wingwv/! Sectrrzrz See Typ !Schon TrionoziliceprYSee oo+al l B - r P of :mta..2manr ' rod of b-orrrer WEE s\ \ \ s�\\\ \ C C �\ 3 TT T roPARSMS Surf =iff6 IX�� s re L nc eF d k x P L A N vPrre /tn �A e t e r w �mam«re ""� armr'w m i rw.rr P n, �M, A If p' , ++ mo+eh 12 AC DETAIL j `-� Da k rw II 4a lit Wid n 15� < End of w ngwa I b (e F or Rad.va l a1 ti 9 End Of N"nvel - 's (� @ 2 Dr I { ' �8-�{-=c1 3 Ab r SlYuc7UYa 5orxi ✓FS 9 /2 FV N "' Tot Am side of Jf. FEV EL METAL SECTIQQ C -C E L E-7 V A T I C Q C 5OX gRAGER (At 'Ex e -PI Deck)3-01 I See _ 2r5 o.. "5 n @ i2TArFQAL I .4 i' Sl,a.ildcr I. 6—..I'-eJ• lYa"goluantzed to+.3 rat,z m ; PiP= 9eCve � rra.re r—low �4��dr'e. IM u fat. 1 i I.. PLAI ELEVATI Q �•' D )peel ieirdnar is own 1'- q' / Y ¢additiono rA F rc in n9 E LTIec Typcol 5ecton I SCti C -C �, O ETAI L B (+w ywolt)e I W G WALL S E' G T I O N 911 DO . (POI5earr, GARFAi .Rail AncherPge) : "Sect bn �Aa f n _ 1 Ch mfa �(fy P) gip• = I' -o" r 54 C n+. Me. B \ " tlOTES. gger ap i Max. F Drill 8Bond, os Magnesium PhosphateConcrete 44 *4n4FAI 8 (1 Dimension may lvary with crossslope and with certain thicknesses of surfacing _a�'V.. _ m e511,Q 15 max, -:.O Dnll&Bond d6 12°@30 Max 0.•r0 N 3 m 3 Drill & Bond #6 30 Max J @ a Remow exist); - .1' : Q 4'min. cite — a ! 4 - Drill B Bond #8 i'-2" 15 v rree d a TL � @ Ilny R - ('Tp oe exl clot Fin. Gr. _ 1 concrete deck. or O5 Dr II & Bond IK 2' 6 @ 15 ' Curb Q Rat Z91(See AC OetPr/J w _ 'q - '5+ot.2 (D6B IMtlB Sp f anchorage dial see StandardPIns/ O til A Bnrd xGx 1'-2' _�DY II 6 Bord 6\.I-, @ 15 - A CI to f i g feel b 1 6 1. except as noted Longitudinal + 0 4:0 Max, G` 'L f at10steel nlonts _. ' e49015 B Allh If ,rFA bl[ hh will of po tlft 8 Mdi t Ilb f ffiI below finish surface andth hole filled Min cement rt TYPICAL SECTIO IJ SECTIOIa A i s For Metal Beam Gd Rail details notn Standard Plans sA77J 5/4 I' -o' Sy - 1-o` D For reinforcing c state atelectroliers see Standard Plans B1153 Nola Concrete B n Type 25' The Cedirsefor amu verify an controlling field r 12'...5 •-1 P .� i- dlnrerralara before orderdtl or fobs -FAWN oM malerlo.. j E For Electrical Details, see Standard Plans ES -7A; 713; 7C, 7D and 7E a c poen D Kaa PREPARED FOR THE e4 "° rr Rco ati roynSosmm oza7 All LANE OC (WIDEN) j T 7 to IFK. ron/��� p?ATE OF CALIFORNIA :.>.>.� e ".,• oparvr.� LF IED EPARTMENT OF TaaMsaoRTAnoe e. s4 CONCRETE BARRIER TYPE 25R oR nlxaL 5 es[ ry xcxes CU Ofi152 o�nErnao PRINTS ptnRirva RFvls ov WITI(PRELIMINARYr<>r orv.v .. er »- FOR AFIRE t erv< E ov parts .; o' EA 380801 F vs 9./0•:56 9, file - 51, Y o6 iCEft 99 19.44Pt%64 m 4E ;igT A LINE F Cr R RMISit PROMANChat aawEcx I FLANS APPRENAL RATE it s b$gof a AGRA Earth & Environmantel,I It ��� B f s.. LIT: 5at le�.sJ xv-Ail ABUT 1 BENT 2 B d'T 3 BENS 4 VB _ pi 16 17 18 1 119 s_ B-11 �1 21 \ 22 ) 23.. 1 uEHNAMA LAVE ON P ii NIQPTfoo 31 or 4\ $g °�In 9x \`.. v" LINE 1 ill CAI TEANS Bi NQ8 illy d ye AC bbbbb FI in I._ Ni K ew PLAN1 s $ z ELEVATION \ \ SCALE :ELEVATION pa „0— _ B 6 9 -- 3638 Lm g IQ (._ - n SLtt SAND361 8 hn LVIOM I; 8 .360— L�25 s >' 9 0 t. ora.n SANDY s T J_ - - ALL ALLUl 6 F .� Vv o♦ 6 fine qNQr SAND 52114 F g s2 11 A L,071pm,t Yellow tine AN y I, s : - za �i7 o6 SAND A _ s (StortioQlAnise SO nand, Arod, to 01113 1 to very dense I got n a.$S:zSit IN SAND OC7 ®OO'SO© 340 — _—Je ass fire to rt madam sand r k3yfueniie or e, 0 g �7 AD . ty 4 G L5 so (SP)Dy-sp [it If airy fine to, dam SAND F -!JMINI Q)ONCT( (9) (W)9 - — — i 320— rildrITTET to OP)Donse light gray fine IQ se °B91 ` 43 a Sto o Is C AJSAND w in scattered — _ ` �_ c. (e,a.° c in tit (cL)Se t pole alive s°r,s' S, AN <• Gw 300- - iO15ty It 8 3 l i/z/sr C 2 is ye a' S 3 3ZI PO m Nn®Oa 99U. — PROFILE s�Q `y oe zoe Al. SCALE .1 so' {. II Al4 g 2BO - - _VERTICAL -SCALE i G to'. _ — 1 ¢ Asg �gyUn% -- � p — x-- 1 22+X2. l7G c ,m nrox PREFyi ro .. x r y l srATHO CALP091M sa 24� PA AMA LANE OC (V11DEt{la PARSONS BR/NOKERHOFF - a 6BS,.USTG NEpE L45YYE Rl2J0 de'AVA�'IKIR4K°l'Nr.1lA]Y vm'r mtE .. oCan, If � f .—� a� o>�x P� ,/=s/x, No sz.� 9.54 L G0 TEST BQRMS IN INCHESMR REDUCED FLANS c - z' aad eoeo ps zQ k_ w_..Iewde ZOEOIL T07G`4'0LlESE7 "IlOP !SM K�Rtt 99� 1944P 1964 ' 66 �'6b, ro 61. REDUCED PLAN Ger ' ♦USE SUCALII // /? /R.n� ...I It It -- - �dti /Ile, - 54 NO I Too W T E; IN — -�1 .vy — N, l 360 7 380 d y ! ...✓..... ..a... IC jr F - _ :q _ CODCMI Colo V < hPat EF - d COLD 320 I'D l NLl - — �.-310 w.. w_.n . -,.. ,o OVAL IR OLD to the DEC at TURN on RiLmAI ED 40 a PIEVI WILLIAM OF CLAY NOWIDS. BLVD, a E ADA, solublip"Drod R kI mecht anctith. gaaAMIC FATTIER EDDY) ALMI tZ�19 S RAvagm FORM: C ) ) UNITED CLAY AIDED OECD TR DESCRIBE TARA CLAY.dPo�.,,.y ADD FIRE` ,,.. /EfCoNR -P sSG �' ,,v AM Q° li-±"� �.n. � of allow Rrr� LOG OF TEST BOR °< .. „� ,.. , . . gg ",E„,Ta, . Ra -a°n M aoa o x . / s / I°, I Z.5' 1L "� 5 LT .. ..3m ° ..r o owa o 21I DI PREPARED FOR T+IE -"° _ - _; M.. °s CHOCKED DI SION STATE Of CALIFORNIA o za PANAANE tlC (WIDEN) €" T IT DA DVI o aAM NrG oEeaRrM=_NT of iRanlsabRrnTioN rs.5a AS-BWILT LOQ Of TEST BORINGS MATERIALS AND RESEARCH OCR E 1 DE LILLY .151%1o. SZ/ , ORIGINAL SCALE omiFo TOR REDUCED PL Y4 ° , ta ,°t�� z ' Z/ ; . a el