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HomeMy WebLinkAbout297504-S DISTI COUNTY 1 ROUTE POST MILE TOTAL PROJEC M O.INDEX OF SHEETS STATE OF CALIFORNIA 08 SBa 66 5.1, 3.1 1 23 Sheet No. I Title and Location Mop 2 Standard Plans List DEPARTMENT OF TRANSPORTATION °� 1 rsa w w7x ' 3 Layyout x 4-5 121ty Plans '' ��__.-_:__•____, ' 6-7 Pavement Delineations J�ti T ' 8-13 Electrical Plans 14 Signal Arm Mounting OetanS PROJECT PLANS FOR CONSTRUCTION ON ""'°° `�"� N, rA* 15-20 Revised Standard Plans ----- _r 21-23 New Standard Plans 1 - �1 STATE HIGHWAY rv, IN SAN BERNARDINO COUNTY ' "falS I4V I' /w%PIeA 1 war° IN RANCHO CUCAMONGA ON FOOTHILL BOULEVARD AT VINEYARD AVENUE AND ARCHIBALD AVENUE %? ' VJ bllia ,J-r-�� nn To be supplemented by Standard Plans dated July, 1984 ,. 1 _W. x IS araro LOCATION MAPr a O i LOCATION OF CONSTRUCTION SAN BERNARDINO COUNTY ARCHIBALD AVENUE P.M.6.1 IUUUUU�u� l�Uul CURC JI •L.11ST� •uu._� ILJI \ \f' UI�ULIU x---------------- •.. > W -� SAN BERNARR i rIR J W Q O a , 1 M To uwon0 A.Ga' ` ROUTE 66 � J � To Fon/ono H M ST. a UUUU W F95 I1 IUUI , m RANCHO CUCAMONGA f---JU RANCHCUCAMONGA or x L -� u ARROW v > ROUTE ARROW 1L�J�7 ROUT L ����i�� °�` r 11�Ill ��F . ,aortsso,� �•/�._ � E.O.Entbra Deputy District Director of Transportation . ... 121 Registered Cha Engineer �, 3-3-71-l9 CtWVIL r 0 1000 2000 3000 January 263 1987 E '4 LOCATION OF CONSTRUCTION SCALE 1N FEET Plans Approval Date ' $ VINEYARD AVENUE P.M.5.i AS BUILT PLANS a 3` Contract No. 0 SOLI- 9 7 x p Date Completed a _ The Contractor shall possess the Class for Classes) Document No. of license as specified in the'Notice to Contractors' v mar=TrrS vIs sE ' on page I of the Special Provisions. e �0111fOd 110 68 257504`': roReapy.0T6-ap-fi-Fl�(Rav:=tlae> FOR REDUCED PLANS 0 1 2 3 •N•N ORIGINAL SCALE 13 IN INCHES 1 1 I I _ .•CU 08252 EA� 297501 . M f 1 I ^x > N. 1 HEREBY CERTIFY TINT THIS 13A TRUE AND ACCURATE COPY OF THE ADOVE DOCUMENTTAKEN -- UNDER YY DIRECTION ANDCONTROL ON THIS DATE Ui SACRAMENTO,CALIFORNIA PURSUANT TO O • ALFrHORIZATION BY THE DIRECTOROFTRANSPORTATION. � �_� _ •,SUPEflV150 p" A .. .._. _ _....w...,y 'fib. SCALE C'=50 MICROFILM-STATE OF CALIPIANIA-DEPART)1EM.JF TRARSPORTATW-MICROFILM SCALE 1'=5C $CAljf 1�=2d I 41CRQFILM'uTATE OF"CALIFORNIA--'OEPARTNENT OF opRFAT17N-YICROFILY . SCALE 1"=20• O IDo 200 31x1 4CJ 50 50� 600 0 200 300 I IO 20 30 40 EO 70 80 SO KI 20 So 4J a0 70 80 90 O 20 30 40 60 70 so SO _L 50 SOa> f I t'1 I I so I I I I I I I I I I I I I I I I I I I I Srn.r in _. • inn WCROFILM STATE OF CALIFORNIA DEPART PENT OF iRA3 PC.TAIGN YICROFILY __" _ ., .. .....___ aL4TNCT - ' GST unfs SNO EE.5107 r EEI , GENERAL ROAD WORK - To accompany plans dated Jcnuury 26, 1987 OB 1 SBd 1 66 1 5.1, 6.1 2 123 i E3 A-10 Symbols and PavemntMarkbre>,�ndTra 0D97C-1 CMP Coupling Band Details No.4.Universal Coupling [1 S4-6 Overhead Signs,Truss,Single Post Type,Structural ❑S4OH-1 Overhead Signs,Box Beam,Closed Truss• TRAFFIC SIGNAL and LIGHTING STANDARDS ations ❑A•208 Pavement Markers and Traffic Lines,Typical Details Bands Standard and Positive Joints Frame Members Alternative,Single Post Cantilever Frame Details O A-208 Pavement Markers and Traffic Lines Typical Details ❑ D97C•2 CMP Coupling Band Details No.5,Universal Coupling O S5.6 Overhead Signs,Truss,Two Post T IC ES-6A Traffic Signal and Lighting Standards,Type I ❑A35•B P.0 C Paving Details P 9 9 g Type,Structural ❑S401.1 Overhead Signs,Box Beam Closed Truss Standards and Pushbutton Posts O A35-B Approach Sled Bands Standard and Positive Joints Frame Members Alternative,Single Pest Cantilever Frame Juncture O A62-A Excavation and Backfin Miscellaneous-!.!^+its O D9711 CMP Coupling Details Na 6-Standard Joint O S6.8 Overhead Signs,Truss,Structural Frame Details Details ❑ES-68 Lighting Standards,Types 15 and 21 of Payment 17 D97E-i CMP Coupling Details Na 7-Positive Joint ❑S7.8 Overhead Signs Truss,Frame Juncture Details ❑S4OJ•1 Overhead Signs,Box Beam,Closed Trues O ES-60 Lighting Standard;Types 30 and 31 7 A62•B Excavation and Barg Bridge Surcharge and O D97E-2 CMP Coupling Details Na 8-Positive Joints and O SSB Overhead Signs,Steel Frame Removable Sign Panel Alternative,Single Post Cantilever Post Details O ES-FDA Lighting Standards;Type 32- Wal-Umits of Payment Downdrains Frames ❑540K-1 Overhead Sign;Box Beam Closed Truss O ES-6t Lighting Standards Types 30 and 31,Base Plate ❑097•F Reinforced Concrete Pipe or Non-Reinforced ❑S8-BA Overhead Formed Panel Details for Mounting on Alternative,Single Post Butterfly Frame Details Details ❑A62-D Excavation a.nd Backfill Bridge-Limits a Payment Concrete-Pipe Standard and Positive Joints Removable Sign Panel Frames ❑ES-6F 10 Degree Lighting Standards O A62-D Excavation and Backfill Details Concrete and ❑S40L•3 Overhead Signs,Box Beam, rfly Fr Truss O ES-6H 10 Degree Lighting Standards Details Asbestos-CementPipe Culverts O D98•A Standard Inlet Structure Shoulder Installation Details O SBC Overhead Signe Truss,Sign Panel Mounting Details Alternative Single Post Butterly frame Juncture ❑ES-6.1 Trafric5ignaland Lighting Standards Cb e i Arm Load- ing.A62-E Excavation and Backfill Details Reinforced and Details of Slotted Drain Connections laminated Panel,Typo A Details ing,Wind Velocity--70 MPH Arm Lengths tb•:o 30' Concrete Box and Arch Culverts ❑ 098.8 12'Thru 24-Slotted C.S.P.Drain Details O S8D Overhead Signs,Truss,Removal Sign Panel Frames ❑S40M•1 Overhead Signs,Box Beam,Closed Truss O ES-6K Tnft Signal and Lighting Standards Case 2 Arm Loan O A62-F Excavation and Backfill Details Meta Culverts ❑ D98C Alternative Hinged Cover for Type OL 6 OS Inlets 3 110"and 120•Sign Panels Alternative,Single Post Butterfly Post Details Inc.Wind Velocity--70 MPH Arm Lengths 20'to 30' O A73 Type III Barricade,Dikes and Road Intersections Trash Rack for Type OCP InInt ❑S9-12 Overhead Signs,Walkway Details Na 1 ❑ES-SL Traffic Slgnaland LrghtingStandardsCase3Arm Load• ❑A74-A Markers and Delineators ❑D98D•1 Edge Drain Details ❑S10.9 Overhead Signs,Walkway Details Na 2 ina,Wind Velocity igh MPH Arm Lengths 20' o ❑A74-B SurveyMonumenta ❑ D98D-2 Edge Drain Details ❑S11-10 Overhead Signs,Walkway SaferyRailing Details OVERHEAD SIGNS-TUBULAR ❑A75•A Concrete Barrier Typ„50 ❑S13.10 Overhead Signs,Truss,Pi:eFoundation ❑ ES-6M TraHicSignalandLighting StandardsCase4ArmLoad- O A75-8 Concrete Barrier Type 50 O S40N Overhead Signs.Tubular,Instructions and ing,Wind VebcKy=70 MPH Arm Lengths 25'to 45' ❑A77-A Metal Beam Battler Examples ❑ ES-6N Traffic S yp ❑F•10 Chain Link fence Signal and Lighting Standards Type 40.0.80 O A77-B Metal Bean Barrier ❑F-20 Barbed Wire and Wire Mesh Fence OVERHEAD SIGNS-LIGHTWEIGHT O S40P Overhead Signs,Tubular,Single Post Type Layout O ES-60 TrafficSignalandLighting StandardsCaselArm Load- O A77C•1 Meta Seam Guard RalTmg•Standard Hardware and Pipe Selection inq,Wind Velocity--80 MPH Arm Lengths 25'to 30' O A77C-2 Metal Beam Guard Railing ❑S14A•5 Overhead Signs,Lightweight,Balanced-Single Steel. O S400 Overhead Signs,Tubular,Two Post Type Layout and ❑ES-6P TrafflicSignalandLighting StandardsCase2AnnLoad- O A77-D Barrier and Guard Rail Anchors ❑ N8-A Curbs and Driveways Post Connection and Mounting Details Pipe Selection ing,W6-td Vetocit7r-&:MPH Arm Lengths 20'to 30' O A77•E Cable Anchor Assembly(Breakaway) i NS-B Wheelchair Ramp Details Nal ❑S748.4 Overhead Signs,Lightweight Balanced-Single Steel ❑A77-F Thrie Beam Barrier ❑NSC Wheelchair Ramp Details Na 2 Post Details flLighting O S40R Overhead Signs,Tutwlar,StructuralFrameDetails ❑ES-60 TraflicSi nalandStandardsCase3ArmLaad- ❑A77G Thrie Beam Barrier ❑S15 8 Overhead Signs Lightweight Type A ConnectionNo•1 ing,Wind Velocity-80 MPH Arm Lengths 20'to 46 ❑A79-A Guard Rail Flares O S40S Overhead SigmTubular,Structural Frame Details ■ES6R Traffic3ignatandLighting StandardsCaseaArmload Details rig, Velocity-80 MPH Arm Lengths 2S m o ❑A79•C Miscellaneous Guard Rao Details ❑T•10 Traffic Control System for Lane Closure on Freeways Na 2 i Wind Vebci ❑A79C Guard Rafl Connections to Bridge Rails Retaining and Expressways,Miscellaneous Details O S16 7 Overhead Signs Lightweight Type B Connection ❑S40T Overhead Signs,Tubular.Foundation Details ■ ES-6S Traffic S?final and Lighting Standards Details Na 1 Walls and Abutments Details ■ES-6T Traffic Signal and LightingStandards Details Na 2 ■T-11 Traffic Control System for Lane Closure on Multilane ❑S17-8 Overhead Sigra, O A79-D Guard Rail Connections to Bridge Sidewalks Conventional Highways,Miscellaneous Details g rs Lightweight Type C,Connection ❑ ES-6U Slip Base Insert for Type 10 315 Lighting Standards and Curbs Details ROADSIDE SIGNS ❑ ES-6V Left Tum Signa and Sign Standard Type 33 ❑T-12 Traffic Control System for Lane Closure on Multilane O S18A•8 Overhead Signs,Lightweight Sign Panel Mounting ❑ ES-7A Traffic Signal and Highway Lighting Details,Electnca. ❑A80 Emergency Passageways Conventloral Highways,Misceol&ieous Details fl fl g Ifl fl O A81 Barrier Transitions g W Details,Laminated Panel,Type A ■541-3 Roadside Signs,Typical Installation Details Na 1 Details Structure Installations Cd O A83 Portable Scale T•13 Traffic Control System for Lane Closure on Two Lana ❑S18&7 Overhead Signs,Lightweight Light Fixture Mounting ❑S42.15 Roadside Sigma Wood Posts.Typical Installation ❑ES-7B Traffic Signal and Highway Lighting Details,Electrical Conventional Highways Details Na 2 DetailsDetails Structure Irutalations O T-14 Details for Ramp Closures,Miscellaneous Detaib ❑S43•A Roadside Signs,Laminated Wood Box Posts, O S20A•7 Overhead Signs,Lightweight Post Details ❑ES-7C Traffic Signal and Highway Lighting Details,Electrical 13C7-A Reinforced Concrete Crib Wall Types A.B.C and D• ❑S20&9 Overhead Signs,Lightweight,Foundation Installation Details Na 3 foundation Details Structure Installations Construction Details ❑S21.4 Overhead Signs,Box Bea.-N Instructions and O S43-B Roadside Signs.Steel Post Typical Installation BRIDGE ig Details ❑ ES-70 Traffic Signal and Highway Lighting Detals,Electrical ❑C7-8 Reinforced Concrete Crib Wall Types A.&C and D- Examples Details Structure Installations Design Data ❑S22.2 Overhead Sign;Box Bean,Two Post Type Frame O 544.7 Roadside Signs,Typical Installation Details Na 4 ❑ES-7E Traffic Signal and Highway Lighting Details,Electrical O C7C Reinforced Concrete Crib Wall Types 1,II,III,IV,V,VI, ❑80.1 Bridge Details Members Details Structure Installations VII,VIII and IX ❑ BO-3 Bridge Details ❑S23.4 Overhead Signs,Box Beam,Two Post Type Frame ❑ES-71F Traffic Signal and Highway Lighting Details,Electrical O C7-D Reinforced Concrete Crib Wall Types X XI 3 XII ❑ BO-5 Bridge Details Details Detaib Structure Installations ❑C7-E Reinforced Conrote Crib Wall Header 3 Stretcher O BO-13 Bridge Details ❑S24.4 Overhead Signs,Box Beam,Two Post Type ■ES-8 Traffic Signa and Highway Lighting Deta is Pull Box Details ❑Bt-11 Closure Wall Details-Box Girder Cantilever frame Details Details O C7•F Reinforced Concrete Crib Wall Design Data- O 82.3 16"Cast•irt-Drilled•Hole Concrete Pile O S25.4 Overhead Signs,Box Beam,Two Post Type Frame TRAFFIC SIGNAL and HiGHWAY ❑ES-9A Cantilever Flastil O B2.5 Pile Oetaffs-Class 45 and Class 70 ng Bea an Delalb,Types 9,9A 98 TypeslthruXlt Juncture Details LIGHTING DETAILS O ES-98 Cantilever �•-on DelaLs,Types 9.9A,96 O 82.8 Pile Details-Class 45C and GWs 7AY Flashing- ❑C8-A Steel Crib Wall-ConstructionDesign Dta Details ❑ B2.9 Load Test Anchor Pile Details O S26 5 Overhead Signs Box Beam Two Post Type Post ■ES 10 Traffic Signal and I'^'A_y lighting Details Isolux O C8.6 Steel Crib Wall-Design Data O a3.1 Retaining Wall-Type I H-W-3d Details ES to Traffic Signal and Highway Lighting Details Diagrams - ❑CBC Steel Crib Wall-Design Data (] B3.2 Retaining Wall-Type I Hd37.36! O S27.5 Overhead Signs.Box Beam,Single Post T Symbols and Abbreviations ❑C9•A Timber Crib Wall Types A.S.C and D-Cannstruction 9 g Type Frame ■ES 11 Foundation Signal and aimaHighway Lighting Details. Details O 83.3 Retaining Wall-Type I A Members ■ ES-1 B Traffic Signal and Highway Lighting Details Foundaliai Installations O C9 B Timber Crib Wall T•.,as A B C and D•Des n ❑ B3-4 Retaining 1 ill-Type 2 13S28.5 Overhead Signs,Box Ream,Single Post Cantilever Symbols and Abbreviations ❑ ES-12 Pedestrian Undercrossmq Fluorescent Lighting ig Data O 83.5 Countedort Retaining Wall-Type 3 Frame Details O ES-2A Traffic Signal and Highway Lighting Details, Fixture O 83.6 Countedort Retaining Wall-Type 4 O S29.4 Overhead Signs,Box Beam,Single Post Cantilever Service Equipment ■ ES-13 Traffic Signa and Highway Lighting Details Wiring ❑ D72 Drainage Inlets-OS,OL,GOL O 83.7 Retaining Wail-Type 5 Frame Juncture Details O ES-2B Traffic,Signal and Highway Lighting DeWL% DetaU3 and Fuse Ratings 9 O 53.8 Retaining Wag Details Na 1 G3,G4,G5, O 530.6 Overhead Signs,Box Beam,Single Post Cantilever Service Equipment O 673 Drainage Inlets-G 1,G ❑ ES-15 Pedestrian Overcrossing Fluorescent Lighting 2• O B3Retaining:Vag Details Post Details O ES-2C Traffic Signal and Highway Lighting Details Fixture O D74 Drainage Inlets-G71,GT2,GTS,GT4,G G0,G00 O 83.1.1 1 Reta:nfnq Lyall Type 8.-6 6'Max O D75 Pipe Inlets ❑ B6.1 T-Beam Oetails O 531.3 Overhead Signs Box Bear.Single Post Butterfly Service Equipment O D77•A Grate Details ❑B6.10 Utility Opartings-T-Beam Frame Details ❑ ES•20, Traffic Signal and Highway Lighting Detafls ❑ D77-B Bicycle Proof Grate Details ❑ B6.21 Joint Seals • ❑S32.4 Overhead Signs Box Beam,Single Post Butterfly Service Equipment EXTINGUISHABLE MESSAGE SIGN ❑D78 Gutter Depressions O 87.1 Box Girder Details Frame Juncture Details ■ES-3A Traffic Signal and Highway Lighting Details, O ES 27A Extinguishable g Si gm D80 Single Box Culvert ❑87.5 Deck Orairs S' nal Heads and Mounti s nguishable Messa a S' m 10-Letters O D81 Double Box Culvert ❑S33.4 Overhead 5.yns,Box Beam,Single Post Butterfly g n9 ❑ES-27B Extinguishable Message S' O B7.6 neck Draina-Types D-1 and D•2 n9 g gn and Letters O 083 Box Culvert Miscellaneous ❑ 87.19 Utility Opening-Box Girder Post Details ■ES-3B Traffic Signal and Highway lighting Details ❑ES-28 Exv'nguishable Message Sign and FlashJnp Beacons O D84 Box Culvert Wingwall,Types"A"'B"S-C I ❑B7.11 Utilities Detaib O S34A•5 Overhead Signs Box Beam,Sign Panel Mounting Signa Heads and Mountings r l nn5 Rnv r„IvoA tAA..,aell T.,.ae•A•t•t+ natant R iCt.Rhea,Cin.Omen ■ES-3C Traffic Signal and Hinhwav I inhtinn rlataux. • - - 5 "Zn _""""""""`'C""" - - Signa Heads and Mountings" SIGN LIGHTING DETAILS ❑086-A Box Culvert Warped Wingwalls O;1 1'7 Chain Llnk Raill:tq O D86-0 Pipe Culvert Headwall,Endwals d Waped ❑811.38 Temporary Railing(Typo K► ■ES-31) Traffic Signa and Highway Lighting Details O ES 29 Mercury Wingwalls ❑81 1-47 Cable Raging Signa Heads and Mountings ry Sign Lighting Equipment O D86C Arch Culvert Headwalls Endwalls S Warped O 811.51 Tubular Hand Ratting ❑ ES-30 36-Fluorescent Sign Lighting Equipment OVERHEAD SIGNS-BOX BEAM ■ES 3E Traffic Signal and Highway Lighting Details .�•rals O 811•S2 Chain Link Rag' T O ES-31 72'Fluorescent Sign Lighting Equipment Wil ing ype 7 CLOSED TRUSS ALTERNATIVE Signal Heads and Mountings O ES-32 Sign Lighting Equipment ❑ D87-A Overslde Drains ❑ Bt 1.53 Concrete BarrierType 25 ❑ES-4A Traffic Signal and Highway Lighting Detafls O ES-33 Internally Illuminated Street Name Sign O D87•B Overside Drains and Underdrains O 811-54 Concrete Barrier Type 26 O 539.6 Overhead Signs Box Beam d Closed Truss Controller Cabinet Details ❑D88 Construction Loads on Culverts O B13-1 Slope Protection Detail Na 1 Alternative Foundation ❑ES-4B Traffic S' O D89 Pipe Headwalls and Strut Details ❑ 813-2 Slope Protection Detail Na 2 Signal and Highway Lighting Details ❑090 Pipe Culvert Headwalls Endwals b Wingwalls Types ❑814.1 St'uctural Steel Plate Vehicular Undercrossing O S4OA-1 Overhead Signs Box Beam,Closed Truss Controller Cabinet Details "A""B"E"C O 814.2 Structural Steel Plate Arches Alternative,Two Post Type Frame Members ❑ES-4C Traffic Signal and Highway Lighting De!als O D93 Drainage Inlet Riser Connections ❑B14.3 Supply Line 3 Communication 3 Sprinkler Control O S4OB•1 Overhead Signs Box Beam,Closed Truss Controller Cabinet Details ❑094 Flared End Sections Conduit Alternative, Single and Two Post Type General ■ES-SA Traffic Signal and Highway Lighting Detaib, ❑ D95 Concrete Arch Culverts ­ , FramaDetails Detectors ❑ D96 Pipe Riser with Debris Rock Cage ❑S40C-1 Uverhead Signs Box Beam,Closed Truss ■ES-5B Traffic Signal and Highway Lighting Details ❑ D97A CMP Coupling Band Details Na 1,Flanged End CSP SIGNS SIGNALS&LIGHTING Altematisr,RbbedSheet Metal Detals Detectors �9 Channel CouplingBand Details-Downdraals y O S4OD-1 Overhead Ssgr_%Box Bear Glared Truss ❑ ES-5C Traffic Signal and H' A,r S D L T 19 Highway Lighting Details, Standard and Positive Joints OVERHEAD SIGNS-TRUSS Alternative,Two Fust Type Frame Details Detectors ❑ D97B-1 CMP Coupling Band Details Na 2,Annular, ❑S40E-1 Overhead Signs Box Beam,Closea Truss ■ES-51) Traffic Signal and Highway Lighting Details, Reformed End.and Helical Coupling Bands ❑St-12 Ova-rhead Signs Truss,Instructions and Examples Alternative,Two Post Type Frame Juncture Details Detectors A LORaEGTIONs THIS crgr Downdrains Standard and Positive Joints O S2-11 Overhead Signs Truss Single Post Type,Post Type ❑S40F•1 Overhead Signs Box Beam,Closed Truss 11 ES-5E Traffic Signr!and Highway Lighting Delete, r fl ilthruVlll AltemztnsTwoPcstT STANDARD PLANS LIST n�� s ❑ D97B-2 CMP CouplingBand Details Na 3,Flanged End CSP Type Post Detains Detectors ChannelCouplingBand Details-DowndransStandard O 53.11 Overhead Signs Truss,Two Post Type,Post Type ❑S4013•1 Overhead Signs Box Seam,Closed Truss ■ES-5F Traffic Signal and Hig'away lighting Details ; and Positive Joints 1-S thru VII-S Alternative,Single Post Type Frams.Members Detectors (July,1984 Edition) *' The Standard Plan sheets- indicated by a marked 'box are applicable to this CONTRACT NO. 08-297504 AS BUILT PLANS 1 HEREBY CERTIFY THAT THIS ISA TRUE ANO ACCURATE COPY OF THE ABOVE DOCum8NT TAKEN UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO,CAU FORFIIA PURSUANT TO Contract Na An6.=cL 75 Q 4 AUTHORIZATION BY THE DIRECTOR OF TRANSPORTATKx1 SUPERVISOR Date Competed �a-i/-F� _, c��� �„�,4^-�•m aril M cPRviclEs Document Na . _ ,: ..Mif1IOFIl1I STATE<.OFx'� - .y.,_"' k._,,.,..'.,ll..•.C'•I'm59 -tom - _-_ ';"SCA�t< 1e':2'b �•ra, __ Or..._. .A?�Oli=TaCRJFILY�. .SGML'@` 1"*2O•:"-,. egg -p SCALE I so ._.:- -a,::,a q ,;y a `=--=� ' ,.>,:.._. . 600'. . .. 0 M1 != 2003 1 `. - _- ': 0 100 200 300 500 700 SO SD - so .so ` SO" SO e0 0 20 _Sfl AO 60 -TO 80 s0 D 20 so M `60 a ..70 90 so KI w 30 40 60 Ri so 90 • 1 .V '..:.t, .`..ilii .I.i.;.L: .I.1.1,1. .[.V.!.1 .Ia I.L.I.. .I`,b.l.1. :I,. ,,. .1:1:.1.� .J.1.1 L. I.I r1T.:4',.I:B, ,,.1.,. ..d.. ...I. .nL�� L.-I �. I ...L.. i O SCALE I a 10' ar I 100' MICROFILM-!STATE OF C FORKIA-DEPARTMENT OF TA&MSPORTAT1011-MICROFILM N SCALE 1'a 10' N Pa 100' -nn 5 SCALE 1- 40 MICROFILM-STATE OF WLIFDRRIA DEPARTMENT or TRAMPIATATM-W.OF.Al �SCALE I•-Ad i _ __ __ too l 0 O Igo 200 `�� _ - __ -_ __ __ __ __ �i0' DIST. COUNTY ROUTE TOTAL RIOJECi SR{�EET SF�EEAI'S 08 SBd 66 5.1,.6.1 3 23 X REGISTERED CIVIL ENGINEER o pgOFESSIO 30' 30' I End 0.04' OGAC Surfacing Q� � .� o;;••:•'••'•'f :l 12+25 E Vineyard Ave ;; D.C.Meavar ?, (Cornalion St) pL�gNS�aa gp?p6LtoWZ �0. 3-31-39 '+ s� CI•AL p W I I 4jf.0, CAL\FOQr� 2 I 4 Begin 0.04' OGAC Surfacing w Remove Curbed Island and End 0.04' OGAC Surfacing u 5+00 E Rte 66 a t picce AC Surfacing 13+00 E Rfe 66 m S v LU ¢ Remove exist. - ----- --------------�/ V 1 �� W I Curbed Islands Q <p 0.04' OGAC Surfacing � 5'± :• —_G-_ _ x (See Notes) --' I~ — —_--- �` Exist. AC Surfacing . oQ ---- --- — --- RBUTE 66 9 -j-'`-' I (FOOTHILL BOULE'ZRD) --__---- 1 Fxist. PCC Paving '�:�::::• 20'�, , :.: R/w SUMMARY OF OUANTI TIES 0.70'±Type B AC Surfacing \ 1 ------------____-- (See Notes I / Lu m o t = tJ1 i LOCATION I LOCATION 2 5o o W Asphalt Concrete Z Y TYPICAL CROSS SECTION < 10+00 f,Rte 66 (Foothill Blvd) 1 I Tons 329 Tons U o U No Scale a'I I 10+00 E Vineyard Ave/Corneltan St (Type B) r Asphalt Concrete I z (Open Graded) 256 Tons 159 Tons 0�p I Minor Concrete `� (Wheelchair Ramps) 2.2 CY MUTES I Remove Traffic 10.2 Lu CY 309.6 CY W I. Existing Curbed Islands shall be OxCOVOtOd to the I: Island x..., i top of existing underlying PCC Pavement or 0.7' LOCATIOH I I Remove Pavement 2 below top of existing AC Surfacing, whichever is I����: �%:�' Begin 0.01' OGAC Surfacing 300 Ea ROUTE 66 AT VINEYARD AVENUE Markers C less. ii 30' 30' ' 7+75 4 Vineyard Ave W 2. Top of new Surfacing to match slope of existing C, "` adjacent Surfacing as directed by the Engineer. a PLAN Seale: I"-50' - r I 10+00 4 Rte 66(Foothill Blvd) I 1,0.+00 E Arehlbold Ave Remove exist. Curbed Island w 4 I ' /'Remove axlat. Curbed Island b- LLJt Begin U.04' OGAC Surfacing / A .= 6+A.0 Rte 66 and place AC Surfacing z .,. c � I W 1 Place AC SUrfocing\ 2C I I < V R/W x U3 CL Rey \ f¢- J 0.04' OGAC Surfacing Vor 4.5' to 171± -- - _-—- End O.OA' OGAC Surfacing W LL.) (See Notes) Remove exist. ,+ - ,' 13+BO Q flto 66 D vl.;i.E 16'± t± Curbed Islanaa Exist. AC Surfacing r.: fL ROUTE o6 I 4.5'! (FOOTHILL BOULEVARD) 17 F- LL! — — _ _ ------- Exist. PCC Paving -- 6 ,�., 8 3071± 14 9 I _ ——————--— — �. �"-.� 327'•! `e4i 0.70'±T g It �• - (•� Type B AC Surfacing -� p LU (See Notes) ---- -----.__- o R/W � R/11 J � TYPICAL CROSS SECTION Construct Standard \I C Construct St!stdard J.. ii Ir No Scale Wheelchair Ramp I I Wheelchair Ramp III I Case E cc U. it i AS BUILT X c LOCATION 2 ROUTE 66 AT ARCHIBALD AVENUE ca PL's LAYOUT Scale: I"s50' SCALE AS SHOWN L-IFORM OC-OE-02-PF(REV. t/!!) FOR IAEDUCED PLANS O t 2 g ORCGINAL SCALE IS IN INCHES n Ly-1 I 1 G CU 08252 EA 297501 AS BUILT PANS _ /�J1� /Y I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY CF THE ABOVE DOCUMENT TAKEN Contract Na t t/�1— J LINGERMYDIRECTIONAND CONTROL ONTHIS DATE INSACRAMENTO.CAUFOFNIAPURSUANTTO '•��LL 1 AUT1gR1UTKKl BY THE DIRECTOROF TMNWORTATIML Doe COmpl6ted <�J` l r(Yti —y�SUPERVIISO OF Document Na °.�. - ._ SCALE 1'_50' MICROFILM-STATE OF CALIFORNIA-DEPARi��NI N Ilya. UICROFILM , - V _ D 200 400 SCALE 1"=SOI - SCA4E I'a 20' ` NIgiQF:W+STATE OF CALIFORWA-DEPARTMENT OF YRLNSPryITATrON-NILROFIL61 600 0 _ . 100 200 SCALE 1".20' 300 II . y0 I 50 300 SO_ —` I SO 500 SO T 700 10 20 JO 40 50 1 TO 80 s0 '0 20 30 QO 60 70 so tm 10 20 30 40 50 60 T11 fxN. 80 50 90� I I I I I I I I I I I I I I I I SCALE 1'=10' W 1",ICO MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF iRANSFORTAixIN-MICROFILU SCA'F I"a la' ,.. I=inn - ."_ ... ........ Put C ly R.I. Put la.. Short T.itl Fj El 08 SBC 66 5.1,6.1 4 23 I T<AI cIC DESTgJ ENgNEER Rpg lered Ii No �T�97 � I I 1 I I DATE APPROVED January. 26,. 198.7 I � I � I -j I I I I� I I I I I I I PP#X3692E WV 11iG CABLE TV R/W u s I R/W N i -------------------------------------------------- -- - - -�T- — 0 0 ROUTE 66 (FOOTHILL BLVD.) ------- -------------------- ! I I I I— I ' I EL I I 1 —_----------- -----------------o-- ----_____ -- I--r-- �' -- -- ------=->-----=------__--- -------------- R/W 1 I IDI I I I I I i I PP#1911258E fi T I NOTES: ANS Location of utility facilities shown on these plans, I I I I I tont!CNO, � u'LIPLTwas obtained either from owners records and/or from I ' I I naState surveys. dE:jII 8 Elevations of high risk facilities was established from I ( I Date Completed information furnished by the owner to the State, by �i I I I I I Document Na State surveys or by a combination of both. I ¢ I ? wAS BUILT ' I I UTILITY PLAN DY ,,.gyms a ICQ.CO-MC7ONS rKis sHrET ATION ROUTE 66 (FOOTHILLCBLVD.)1AT VINEYARD AVE. := L SCALE: 1"=20' U-1 297504 3 :_ 1 HEREBY CERTIFY THAT THIS 19 A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN ... r UNDER YY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO,CALIFOTMIIA PURSUANT TO AUT1oRIZATION BY THE OIRECTOFOF TRANWORTATION. " ,y-�1_Fri suaEawsoa sI onF11 u c 0.VICE5 . SCALE �1'c SO', -, "`°YTGIOi'IW'=,9TATE,OF,` - _ ._, ., =SCALE-'-� 5 ^r -�+.— _ 0as ;.ua.. - +- - - _ 'Ub. ..., S loD -- �pD --•, 'TOOy1 - O , _ _'j00 9x200 .' -� ... 30 _o 'SO - SO -60 :ve 10 .20 30 ".40"' 60 TO 90, b•~�20 30•~4y10 4•90 l0,- -90 90: 10~ 20 30• 10 90 70 80 90 L, I '� s.!. l L,I. .i.,.}.�f�a�..1,l,I.L. 1...1.!:li.„1..1.1,4. ':`1.I.I.I'S- 1:9 -� 1 1:i.1. ,I.I.i.1 .-L!:I !g;Nf,I 1 ,�J�.��u..lo......I,..,ma,n.r,�l:,�: L I 1 1 .1 I l.a I..��.,..M. ";L .'.I T 1 ..1.,::,,..L,. :L.-. .<L.,..�.L...• 1 L I I I - WCROFILY-.STATE'OF CALIF011YIA-OEPM TYENT OF TgAp9PpATA11(•V-YICROFRY n � SCALE 1`a 10� m 1'a 100 � _ rM SCALE 1 alq' a'r'c}�' -SCALE 1 c 40� - YICppFILY-STATE OF GALIFORAIA-DEPARTYEtR.:OF TRAtl4fRTATgN=WCROFRY GALE I"- a0' Opt CMtY Rat, Pat IOa SRAM Total 08 SBd 1 66 5.16.1 5 23 I , I 1 Q MAMC DESIGN FNGR4EER R Brod CIM EMq;n"' 01 I I No 12/97 _ —t —' T DATE Amo4ED January 26, 1987 I i 1 I I I I I II I I I � I I I 11 I I 11 I I H RAW , __ •_- - I i ----- - — ��—— ' -- --------------- -- ISMH — ROUTE 66 (rOOTHILL BLVD. 4--ePVC I -- - J 1-71 1 -�- , - - - --- ------------------ Eq Ir.. I I I I I I I ------------------•- ------------ R/W gFt -- -- 4+ Noitti: Location Of utility facilities shown on these plans, 1 I was obtained either from owner's records and/or from I� State surveys. I 1 II Elevations of high risk facilities was established from information furnished by the owner to the State, by f State surveys or by a combination of both. 1 I s I I I i0 rDate UILT PLANS A ,S B U I L T v . : �Q� 9T '_ s �{� Na 9 7 NO=RE-RONS THUS s14;EET p mPietedUTILITY PLAN nt NaLn a t LOCATION 2 X I ROUTE 66 (FOOTHILL BLVD.) AT ARCHiBALD AVE. V- r 1 a Scale: 1'=20' U_2 297504 - v 1 HERESY CERTIFY TINT THIS MA TRUE AND ACCURATE COPY OF TME ABOVE o=AXEN r TAKEN LNDER MY DIRECTION AND CONTROL ON TKIS DATE IN SACRAYEMO,CAUfOfN1A PURNANT TO AUTHORIZATION BY THC DIRECTOR OF TRANSPORTATION, G _ _ - 1— SUPERVISOR OF, 72 __ - 9 sr.aLE I ;L_t.>I,�.'i,b .. 50i - 117 app 1 I -I114B_OFa•...HI'-z,SIo TATIE,.;SO�IOF�..G.IA,L/IFIO.O-•�.RNI,IA,.-O EI.a .ARLHENTI. TK toI I I XI 2.0yam700 ...0.. 300 no•1....— so 70 90 .'SiC._.60 I .I.!.wI !.!.I l2o o � p 'A 30 40 60 1I0" so$CaLE 1=10 YIaF1Y-9AE OF' UORN-OwjYar av ixPpAww01 1O.10 O 10 100 SCALE I=10 oI `t00 SCALE Ia 10 . 'i i° 0 Io zo 110 a OF T@Am "CPOFH SCALE I=40'd3 , I 100 200 300 I 9a ! r. r:Ae -.-. oatcower Reul, TPpI Yin Sm,t T<itl M 08 SBd 1 66 1 5.1;6.1 1 6 123 i I ODI i TRAFFIC DESIGN ENGINEER Wgllaed CSYO Engumer No /2137 1 j DATE A,,O,,D January 26, 1987 I i i i I I i I i i I I I , I i I I 1 1 i 2 1 I � M ( I II I / 12' 1'• 11' \ -------------------------------------------------------- ---------- Detail 12ZN ROUTE 66 (FOOTHILL BLVD.) I 80' - Detail 38 1 — — — — — Detail 12 30 100' - Detail 22 2 i 100' - Detail 38 ---_—_—_—_ Detail 32 _ _ _ _ , -- ------- ------- - --- - -- -- - ------------------ 100' - Detail 38 —-�_—- '- 100' - Detail 22 Detail 32 ---------- N ' tV Detail 12 3Q — — — — i Detail 12— — — — 1 Detail 27B I 10' (typical) -------------------------------------------------- Detail 39 _____ ---------------------------------------- THERMOPLASTIC INSTALLATION AND QUANTITY SUMMARY ` \�10- 1 11'C4 Cq If 4'STRIPE 4'SOLID e'SOLD mu mm PAyr mmmis i IN 'M 1 STRIPING NOTES: DETAIL 'ESC IoN LOCATION QUANTITY PAW WAX BRpRIP SIAIPE STRIPE c — NO. EA- (SO.FT.) 36-12(LP7 (LF) (LF) TYPE o TYPE D 1 ml o 0 0, I 1 Conflicting striping and pavement markings shall TRAMC STRIPING i �� I I ce removed as alreciea Dy ine tngmeer. 22 4' DbI Yellow Rte. 66 - both Roadbeds 200 12 t it I g 22 4' Dbl Yellow Vineyard Ave - both Roadbeds 2 0 10 2 2❑ Apply thermoplastic Type IV (L) or (R) Arrow, as required. E 1 Location to be determined by the Engineer. 12 4' Broken Rte. 66 - both Roadbeds 1200 52 I i2 V Broken Vineyard Ave. - both Roadbeds 120052 i 3❑ Apply thermoplastic "SIGNAL AHEAD' pavement markings 32 Two-way LT Lane Rte. 66 - both Roadbeds 400 400 55 i 1 i onto existing markings. 32 Two-way LT Lane Vineyard Ave. - both Roadbeds 430 430 59 I i I 4 New striping and/or pavement markers shall meet 38 8' Solid Line Rto. 66 - both Roadbeds 280 17 I i , i I existing at overlay limits. g 38 8- Solid Una Ymeyard Ave. - both Roadbeds 160 10 i 278 Rt Edgellne I Rte 68 5 Left-tum lane shall be centered on the centerline. 400 l Q - s i S BUILT 5 PAVEMENT MARKINGS I � 39 Crosswalk Rte. 66 and Vineyard Ave. 706 I l � AS BUILT PLA r ` Type IV(L) Arrow Rte. 66 and Vine d Ave. 4 60 l Z l 14S I:Y . Type IV(R) Arrow Rte. 66 1 15 1 5 I a CCT ZClo`S THIS W.EET I I Contract Na ' $ 'SIGNAL' Rte 66 and Vineyard Ave 8 Co 256 I I I DocumentDate pNa Ti PAVEMENT DELINEATION tP 'AHEAD' Rte 66 and Vino rd Ave 8 248 N I dF IN Location 1Canttngenctes 65 160 80 22 7Route 66 (Foothill Blvd.) at Vineyard Ave. TOTALS1350 3390 1670 462 138 m o same: 1"=2D' PD-1 � � ; 297504 •ry e I HEREBY CERTIFY THAT THIS ISA TRUE AND ACCURATE COFT OF THE ABOVE OOCUUM7 TAKEN INDER MY DIRECTION AND CONTROL ON THIS DATE N SACRAMENTO,CALIFOFNV PURSUANT TO AUTHORIZATION SY THE DIRECTOR OF TRAWORTATION. SUPERVISOR r. a R c11 u a RVI.ES n, .. SCALE iso` -. -MIUDFItY'-QTATE•.iT..CALI/IMMAr - OI:TIBiR]ICI�ATT,'l1-MItINf1EY. _.':. _. - - sed.-_'R.+-..mss+.-.v+ _. _... - .... - -._ - tzar 1 50' S .. z^ ,..,. .-.- ENT oF. TW=�Otlwalur CALE--:`I"•20`: a 0 100 20U Tipp _. _ -;4 .-. 500 T00 - 50 __.- 50 5 50 ' _ 59 - 50 50 50. eo 6O ..> 10 20 3o AO t0 70 eo SO 'u 20 30 10 QO. ..r0 tb W b zo 30 40 60 TO 1, SO f ,. i,±.i.s-{,f.l, ..i.[.I:1, .I.1.t,.1.. :l.i,,l.l. .�.I.I,1.,. ,I..I.I.l. .1.1:i.f. .1.1.6 `i., .F;;,1.1.I. ,,,I.. ..I.... ..I,.,,.,.I.,,,,,,,1.... f- ( f 1 I�„i.,,, ,.1., ,i, ,.i,, 1 I 1 i i2 ,.i.., MICRODILY-9TA iE OF tALIF�RYIA-�FDAYTY!'YT AF TAANSPo�AI�I.0 ITDncll u 300 „ir,., ,., _ . I I Dile C—ty RoutePe.e 9wI Told a 1 oa Sed 7 23 I � S.,,, , TRAFFlC DESIGN ENGINEER Reg13tUeE CIYU Engine- TRAFFIC 1& t41 10' ' ' ' IIiII j I IiII I 'I DATE APPRGVW �No ',11 II 1 ------------------------------------------------ --- ------------------ I --------------------------------------------------- ROUTE _--------- ------------ ROUTE 66 (FOOTHILL BLVD.) I 125' - Detail 38� _ — Detail 12 N Detail 12 2 100' - Detail 22 iV Detail 32 i 100' - Detail 38 100' - Detoil 338 ------- - ---------( - _�-_--_—_-- ---- _ 1 100 - Detail 22 —-— Detail 32 Q — — Detail 12 — — � I iV _—_—_—_—_—_ - _- Detail 12 — — — 1 10' (typical) ------------------ �\ Detail 39 -- ---------------------- ------------------------- ERMOPLASTiC INSTALLATION AND QUANTITY' SUMMARY �� 1 i/ i N NO.KTAIL DESCPoPTION LECAMW 0UAN11TY PAVE MANN 4 grpiE 4"90tD e'SOtD smsce+.e PAW M IeJDIs \ M O EAL \ .N- (SM FT.) Jh12(U) M () TYPE o TYPE o TRAFFIC STRIPING 8 22 4" Dbl Yellow Rte 88 - both Roadbab 40024 l p p I I q 22 4" DbI Yellow Archibald Am - Toth k vyO I ;I ; 5 12 4" Broken Routs 66 - both Roadbeds 400 I E 19 'e A-L.- 1200 en 24 I p .:� _...._.. tiaiiRavia nve. — DJUt ttaadbed0 � -- r 32 Two-way LT Lane Rte. 66 - both Roadtlsds 8200 t>DO 8 I p ! _ 52 I � o W 8" Solid Line Rte 66 - both Roadbeds AS BUILT PLANS 38 @' Solid Line ArchaTald Ava - both Roadbeds 2W 12 I I • 200 12 I I Contract Nam- g 7Sn,i 2 I Date Completed I 1 Document Na '< PAVEMENT MARKINGS I I � s 39 Crosewolk Rte 86 and Atehibald Ave I I 5 T IV Ll Arrow Rte. 66 and Archibald Ave4 6-0 720 , r Type IV(R) Arrow Rte. 88 and Archbold Ave. 2 .30 I `� a ILT r "SIGNAL" Rte. 86 aid Archbald Ave. g �e•6 ; ! . 'AHEAD' Rte. 66 and ArehATold Ava I ¢ I BY f 8 8 248 I p I - J Mn CC.IECTIO:NS TRS Slim U 0 ; PAVEMENT DELINEATION K -4 Contin cies 110 66 80 20 4 7 TOTALS 1380 2310 1860 420 86 ¢ ' Location 2 / a r 105 Route 66 (Foothill Blvd.) at Archibald Ave. Scale: 1'=20' x" PD-2 .re. I HEPEBY CERi1FY TWIT THIS IS A TRUE AND ACCUMTE Copy OF THE ABOVE OOCIAiBiT TAKEN 4 - UNDER b1Y DIRECTION ANp CONTROL ON THIS DATE IN SACRAA@NrO•aU FORMA PURSUANT TO ` AUTHORIZATION BY THE DInECTOR OF TRANSPORTATim ��, '"" SUPERVISOR �t ..SCALE__II WY - ._.. HMObFIEII 6gT£bK,� 1 200 E. iD 00 v56 500 600 •' s��',. -+--� '•` - �"" So, so I. .I.I. , 4' .. �_ _ - 100....... x.. 10 20 JO 40 50 . 7 . 4�TE'".'"i .y .. .k I: I.I;I.i. .1.1.1. .:I.i 1 ..:1�.i.i. 60- TO SCALE 1x10' W 1=100' RnCROFIW-:SiA,TE oF'GiL1FORMUI-OEPARTYEN7 OF iNANFOATATpy-y,CROFi,y SD 90 iD 10 y0 to eO, TD iso go ' O ..i.,... I ...I..... 1 .I.... 'I. 1 1 I 1- ,...I ....I.,.,��..I�,.� I �..�i..,. I 1 I i !z�.i.,.�q 20 30� 40 ' IO 20 30 a �:. SCAiE Pv i0' a I=700' .. 5%ALE 1_t0'. .a,...,...L-,�,I,..J.of • Tl` I eo S. I`30� O •ro so IQO 10 20 3C .4Q I O O SOD MICROFILM-SPATE OF GAUPORNIA-DE➢ARTILNT.OF 7RANSPORTAigN-YICPOFN,1 I.:. I ...o ,.. zc 4D- 200 300 - SCALE _ao' r��.L.� so zo 40 SO go - 4I 60 SO I 500 60o�. " 2D 4o co aoo • - . _ .1 I,l I r ( .1. .1 ! i 1 1. 1 i I. I I I zl 4I I� SO 1 2,0 40 . 60 I, DIST.1 COUNTY ROUTE ��T MILES SHEET TOTAL TOTAL PROJECT NO. I SHEETS TOPOGRAPHIC SYMBOLS To accompany plans doled jnnijeiry 2A 1981 O8 55d 66 5.1,6.1 16 1 23 Existing Features 1-1�:I•QA� h� CONSTRUCTION ICHIEF. OF PROJECT-PLANNING AND DESIGN RpOFESSlp REGISTERED CrvIL ENGINEERManhol X A.J.PHILLIPS A Building O Well oreTank AND CADASTRAL SYMBOLS °, 1300 „ 6 3-18-86 * E,3.31•E8 � Spot Elevations PLANS ACPROVAL DATE sem,, Cd'"L Foundation or Ruin 123.4 (Taken at Decimal For aa`� -----�''-� Point) Surfaced Street, or LOL Centerline --- Highway or Road Channel i Station Line Structure (Bridge) Curb = = Stream or River 9 260 1 Layout Line - _= Gravel or Dirt Road j�� �� Walt Drive or Walk Body of Water R1W—� Right of Way Line ,,,-Face of Wall - LOL ------------ � / �Flow X ���__��"�- Trail Depression -------- F Concrete Barrier �,A•��' - �'���__��� Slope Lines Railroad • • ...... Marsh or Tidal Area Top of Cut Toe of Fill AC Dike � —�--� Bridge ............ "' Dike and Overside Drain OG ' Flood Channel ---'-1 a or Wash BOG Original Ground Line AC Overside Drain Downdrain _ — -ri-- Culvert and Headwalls �, Spring-�+- — g Curb without Gutter —x x--�x x- Fence and Gate CDTimber or Brush Area Curb with Gutter ! State or County 1 —CD .--E>•- E D, Chain Link Fence - - Guard Railing Tree City Limits Guard Railing G) ED ED Chain Link Fence 0 o O Q National or State Forest or Park Boundary lines f f Power Poles O • • 0 Orchard Township, Range, Grant X * Other Fence (n 000 O 0 ♦ ♦ ♦ Other Poles Section or Fraction Subdivision It A I I I — Culvert (36" or less {, Vineyard ' in diameter) O F ca Roadside Signs Pipe Inlet g Drain�Inlet Hedge 3+2 Flared End Section Wall Section Corner - --—�- - -- Culvert (greater than 36" Overhead Transmission Line !n diameter) (Tower Base to Scale) Headwall Endwall i Ditch Flow Line �����-s�w�r w� A&lr% •Orr%.r1^w� ��►�Tnn� •Anw I&A"To i winpop-wall Wil I ITII ITIFC nvnrwiv T AL 11vv V cn r wni vvw F nv� AVTv8wFTm_w.v eHorizontal Control Monument W _ - -W - W Water REVISED STANDARD PLAN (2nd Order or Better) G G -G -G Gas RSP A-10A and RSP A-10B supersede Standard Plan A-10 dated July 1, 1984, 5--- -----S--- -- --S Sewer on page 1 of the Standard Plans book ® Horizontal Control Monument and Bench Mark dated July 1984. (2nd Order or Better) E— --- -E - --E Electric ® Horizontal Control Monument T—-------T——'----- T Telephope (Third Order) STATE OF CALIFORNIA GS----------GS----------GS Gasoline DEPARTMENT OF TRANSPORTATION fHorizonial Control Monument and Bench Mark 0-----0------0-----0 O!I ` X (Third Order) / TV-- ----TV------TV—----TV Television SYMBOLS ® Bench Mark a RSP A-1OBI _ FOR REDUCED PLANSO 1 2 3 i°..AcswwARr IIA1 OAW04AL SCALE IS IN NCHEs t I 1 1 AS BUILT PLANS 1 HEREBY CERTIFY THAT flO3 13 A TRUE AND ACCURATE COPY OF THE ABOVE PURSUANTTO URSUA TAKEN UNDER MY DIRECTION AND COMF07L ON THIS DATE RJ SADRAA£FITO,CALIFORNIA PURSUANT TO Contract Na�A- D97-904 w AUTHORIZATION BY THE OIRECTOROF TRANSPORTATKIN, R/n- //_ � SUPERVISOR Date Completed r °^°II D R°"�" Document Na ----- --..- -.-.-- I � . _ WfJlOF1Ul-4TATE OF"CALIFORIIIAs. r+-'r-- ..::o.-... .s.s�r.,. _. _ _ ENT OF - . _ + SCALE I._�. s,. - .,.. -l:E I SM r .-SCAyp 1=:.20.- .,.—, :: Y °OATA1 CROF - S[ALE i.�2O.. 0 I� 200. Soo - ,;-4 800" 700 • So Iro - •A 30 I 50 ( 50 60 SO AO IO 20 30 AO 60. '�70 BO �80 U 20 30 40 60 70 80 80 ION KIS 20 30 40 60 70 80 80 -. :.....; `...=..3. .1.1.1.1. I.i.l. I• 2001 300 I MICROFILM-STATE OF CALIFORNIA-CEPARTMENT OF TRAXSPORTATIOR-YICROFOJI MICROFILM STATE OF CALIFORNIA-DEPARTMENT OF TRANSFORTAIM-MICROFILM 600 SCALE i'=10' as I"=100 SCALE �=IO' a i=100' SCALE I"- 40' SCALE P=40' 1j 10 20 30 AO 50 60 70 e0 s0 1 1 10 20 30 •a0 'IC �^ N an en loo en An An An 200 m A0 M AD 3 1 10 40 60 m 411 20 40 W 60 51 20 40 60 80 1. DIST. COUNTY ROUTE POS7P. EES SHEET TOTAL!1 Qg0FE5S/OyQ/ TOTAL PROJECT NO. I SHEETS{ To accompany plans doleddanua sQ`� f�� 08 56,1 66 1,6.1 I-7 23 C.D.BARTELL T Py, 10995 ,12/31/88 * CHIEF,DIVISION OF TRAFFIC ENGINEERING REGISTERED CIVIL ENGINEER NO.10996" - K CENTERLINES LANELINESOF C. ����� °'"` �' ALIF©. (2 LANE HIGHWAYS) (MULTILANE HIGHWAYS) DATE APPROVED 2-22-86 NO PASSING ZONES - ONE DIRECTION DETAIL 1 ♦-f•-r-•�--1r—•L-7—;,-11=.17 7 71 DETAIL 8 F 0 �-► '��•-r.�.--1r—•t- r-•r.--1r—.l.-r.l DETAIL 15 O D O —411 DETAIL 2 48• ♦-Q sy:+�-.1.all:® 0 ❑ �Q a1/i Q 1r—•�.��.t.8'i: ❑ DETAIL 9 —► 48' DETAIL 16 K _618'/i-�b-r.1. 1r—..1 DETAIL 3 0 C� C� 0 �w 24' I 24 -24' 24' DETAIL 10 DETAIL 17 48 DOOOOOMOOOOOM 8* 1 V ale 16DETAIL4 4' 000 000 0 4 I.-- ❑ a 0 00 X 0 0 ❑ DETAIL 11 DETAIL 18 -.777777777= { DETAIL 5 �f�i2' •l v _36' - 12 I —.1 �► ~❑ ❑ DETAIL 6 DETAIL 12 DETAIL 19 48— 48' 0 © 0 D ~© 18'x+ 1 is' © �h---18' 2 18' a . ►'6. 24' tet• 24' - N O ~ ♦' 18' oti 2' I►14 18' DETAIL 7 DETAIL 20 ❑ 0 0 0 0 ❑ 48' .+ DETAIL 13 © 00000 © 00000 © -oi 4' 0.63'-0.80'-1 0 0 0 0 0 11 o _t a w LEGEND MARKER 012.,D .. �'" NO PASSING ZOMES TWO DIRECTION DETAILS Nr K MARKERS �N DETAIL 14 a- w " m Z MOZ r%_I A11 014 er 'DWJ U TYPE A White Non-reflective 144' 000 0 TYPE AY Yellow Non-reflective Reflective Face ���• „y 18' -- aoo 6-12L.4 .0 Z4 ® TYPE C Red-clear Reflective TYPE A&TYPE AY ® 0000 ® 0000 M 0000 M 24— 24' Tar —�N '1 Q ow ® TYPE D Two-way Yellow Reflective 4W q.110 a =0.125 IT& Q . 0 TYPE G One-way Clear Reflective i��,,;—t —� DETAIL 14 DETAIL 22 i ONO 0.47-0]S 0.40'A7S CO aN ® TYPE H One-way Yellow Reflective El ❑ Cyd 0 aaz �a .► �b;.o, z; o ��► - �. OWW 2! UjoLINES � IL.VL0000000000000_ f 0 4" White L"* 144' 1/2 IAL 144' 7/2 ML 144' 300' fX? DETAIL 23 ¢Nom OETAL 13 ETA.L 13 DETAL 13 DETAIL 13 000000 ❑ 0OO0 ❑T .�► K 4"Yellow TYPE C&TYPE D TYPE G&TYPE H � Direction of Travel NOTES: 1.Min'urtlaltProjectedAreaof PAVEMENT MARKERS AND TRAFFIC LINES , Reflective Face•1.00 Square tech STATE OF CALIFORNIAr , No Scale 2.Marker Need Not Be Rectangular DEPARTMENT OF TRANSPORTATION TYPICAL DETAILS RSP A20—Al AS BUILT PLA f ry �yS �T 7}}t 1 HEREBY CERTIFY THAT THIS ISA TRUE ANO ACCURATE COPY OF THE ABOVE DOCLUE14T TAKEN Contract Na (9f�- -1 7�i rl i 1 t w UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO,CALIFORNIA PURSUANT TO t AUTFpR17ATION BY TFIE OIRECTOROF TRANSPORTAT*N. Date COmpleted , "<, �/-,c SUPESVISO a. i- OnFR M Document No. 'I SCALE Imo:SO' - 'MtCROFRJ4-STATZ--CF.:CAURX4 fiMk �'�'�^�- -•.cd-..�cow.r-n`ti:+:�«- _ ,.- _.-.' z--su-_ •.,.- ....y aE7`L'E P=:Stl SCAIIE soo So 500 700 0 50 100 `" 200 3004, D 200 .� 4 :"-: -- _600. 1 so 50 so 10 20 30 40 fi0 +70 80 80, ro YO w 40' so 70 00 90 ro m so w50 7o2O,w. 90 ..��I�.,,1�,.d.a....d,.. ....i...,..,i,,.•� I- E I I i .,.d.. r... �,,.', I...,S... ....L', I i I I i .;.d L.. .CALL I=IG Gr I••=100 MIGROFII.Y-STATE�CALIFORNIA-OEPAR TYERT OF TgAASPORTAIgN-MICROFILM SCALE 1"�IO OI 1�LOO' 0 SCALE I"e qO' MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF TRANSFORTAIroR-MIC 5 SCALE 1"=40' 1 10 20 30 AO � 60 .70 SO SO �� 10 20 30 -40 150 Oi 100 - 200 300 enn ..... 600' I 1 DIST. COUNTY ROUTE POST MILES II SHEET TOTAL To accompany plans dated Jn_ nt%�26. 198-1 TOTAL PROJECT SHEETS 08 SEsd 66 5.1,6.1 I1S8 23 LEFT EDGEUNES MEDIAN ISLANDS cno 'VOEU10 . CHIEF;DIVISION TRAFFIC ENGINEERINGDiv(Qed HI` ) REGISTERED CIVIL ENGINEER NO.109"95 W O•D.BARTELL 1 ¢ Na 10995 • 3 DATE APPROVED 2-27-86 12/31/88 w DETAIL 24 i ' D!i[rNi11 F OF CAET��P! �-� Edge of traveied vm.w 3•' TWO-WAY LEFT TURN LANES -' DETAIL 31 DETAIL 25 �I— ® Edge of traveled way . 48' f-12''°1'_-36' '1''12' 36' '1 . .., 3" DETAIL 258 _ z � -� �.. 3 2 croir� � D1::f;�� 61 El ®- - ,„. ks 24'---.1 Edge of traveled way DETAIL 32 241--•r---24' —9t:-24'—•l-24' -24' 24'—►I DETAIL 26 (Edge of traveled way ® ® IL18'-- -12' + 36'- ® T + - 46- �, -- -1 c�AC__ `t_> ®--=i=-12' .{= 36' =ir12'-+�-18'� 10'_12'+ ®0 � Vic' a3E ED ® ® ® ® 0 ®-u2..� U DETAIL 27 DETAIL 30 000000061910v` isZ © Edge of traveled way ” ®�®0®®0®B -, , T !?ESA& 33 -00- 6' 48'--0 - t•-24'---•1•--24'— 24'--•I•-24' 24' pit 24' C a0000®®O®00®®®00@00 0®00®000®®1@0®OG0® r3" a 0000 0000 0 G®©© RIGHT EDGELINES 44'x- 1-18' 12'-.1- -1e'--•�•-18'—•�-�2'—Iis 18'—•l 10'-12'± 0000 0 0000 @000 ®s— T 0€3:. (,_)00EIG0600®®00®®®0000®®®®0000 Q@GOO®T-3.. —► Edge of traveled way 96' -1 DETAIL 27A T AS BUILT PLA(yS WTERSECTION TREATMENTS DETAIL 27B - Contract No. Edge of traveledTway Date Completed n......2 _. 1 - 1 f UMIRi -w'3 J, E `- _ 2'ice- ® 0 ® V2 TI t. 3" ► f �r— LEGEND f� --2-f 2 —. q MARKERSzl DETAIL 358 1I O TYPE A White Non-reflective M TYPE D Two-way Yellow Reflective --a` 3"-IL ® TYPE AY Yellow Non-reflective (I TYPE G One-way Clear Reflective _ ;''— ®�3 ` TYPE C Red-clear Reflective 0 TYPE H One-way Yellow Reflective STATE OF CALIFORNIA LINES DEPARTMENT OF TRANSPORTATION • REVISED STANDARD PLAN D 4"White -0-- Direction of Travel RSP STANDARD RSP A20-BI AN RSP -B DA SUPERSEDE PAVEMENT MARIE T� � ® 4"Yellow No Scale ON PAGES 2 AND 3 OF THE STANDAARDAPLANS BOOK DATED _, C LINES a.Y JULY,1984. TYPICAL TA Dr. RSP A20-B I .HEREBY CERTIFY THAT THIS ISA TRUE ANDACCURATE COPY OF THE ABOVEOOWYIENT TAKE) UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO,CAU FOPNw PURSUANT TO AUTHORIZATION BY THE OIRECTOROF TRANSPORTATION. SUPERVISOR cILJuFRVICE� U SCALE 1"c SO'.. - -MIMF"-QfATE OF GALIFOttNLL-Jl pF- Pp1TAT" C"FIW: _ _ _ 0 200 4 .SChLE 1 SO' SCaiE - I"'2d' -V'.-.";. ."MYCRljFTLM jST 'IiEPARTMEYr OF-~ ft.TAT'"=WCRJFlLY SC.,E f.28• loo ...� 300 Soo 0 bo 100 - 200 1.1.1:1'1 CO 60 .0 20 30 40 '0 470 DO 90 q 20 30 00 60 70 BG 90 0 M 30 <O �O 1. W To w 90 ...; .I.I.i.l. ..1.1 ..e.1.s. ,x.1.1.1. .I.1:1.i. ,.... .000 Too 300+ SCALE I"=10' P !'.[Cd WCRDF.W-SIATE OF GALIFORNW-�PARTYEY:OF TPA45POnrAIgH•M.CROFILYf ,....I SCALE 1..0 W I'-100' SCALE 1"- 40• AOCP.OFIW-STATE OF CALIFORNIA-oEPARTYEHT OF iRANSPoRfATpN-MiCROFR.Y SCALE I'=Ad �.. •,.. .... �� 100 __ IS(T A inn ___ r DIST' COUNTII ROUSE TOTPAITPHOJECT SNOT SHEETS To accompany plans dated_i1aa 0q4 2 19A i 081 5Bd_ e 6-6 5.1,6.1 19 23 in Q QgOFESSIpyk DETAIL 36-Exit Ramp Neutral Area (Gore) Treatment DETAIL 38-Chanr.olizing Line �'VISIJTEREDc�V�t7TRAFFIC.� I ENGINEER NO. 9 C.D.BARTELL�y� . ¢ Flo, 10995 r DATE APPROVED 2-27-86 * � /2 3 5 2" 1' Edge Of Trave:ad Way(Mainline) 8"White ljne •r, CML � 01 ° ° ° ° RECESS DETAIL FOR of t ° 8"White Line See Details 27A,6 x- 24' 2a'2�.1 REFLECTIVE PAVEMENT MARKER 24 °2 Through Traffic ­10- See >See Detail 25A2• , O SECTION X-X REFLECT(vE PAVEw..ENT DETAIL 39-Crosswalk And Limit Line �� MARKER IN RECESS ° x x Edge Of Traveled Way(Ramp) 12"White Line �2' 1'�-�4 1/2..±1/8- ' �► lai. �. PLAN ONE-WAY TRAFFIC DETAIL 36A-Entrance Ramp Neutral Area(Gore) Treatment (TYPE,) 1 -->• Edge Of Traveled Way(Mainline) DETAIL 39A-Crosswalk Se Details 27A,1312"Yellow Line 2—.�, 2 L"' '"" '" REFLECTIVE PAVEMENT 6' f SECTION X-X MARKER IN RECESS D N See Detail 8 x 8"White Line (Type A Markers Optional) _ II _ II 01_ 0 -4 1/2"±1/8" �° 24� PUN Edge Of Traveled Way(Ramp) i Wh Mw v 2" ...» 2TWO-WAY TRAFFIC (1'rve x) AS BUILT:77 REFLECTIVE PAVEMENT MARKER See Detail 25A # FOR RECESSED LYSTALLATiON Contract Na Il a+o M.�I` +na,rr-M o.+o Miwit�+nux-.l INDUCTI SFACE Date Comp:Na ROM SEE TTI"OFTARSFOR - rAAIIu►Ai1flM.DET.1+ «� «� I DETAIL 37-Lane Drop at Exit Ramps R[OUIRES A TYPE 2 RECESS. T'►L C.TYKD i1K D.TTP[M I LEGEND Repeat at 1/2 mile intervals MARKERS a� 30' 30' 30' 30' 6' 24'-1 $ee Detail 36 O TYPE A White Non-reflective ® TYPE D Two-way Yellow Reflective 6'-r3T12'r'T6 s Iy ° °° ° ° ® TYPE AY Yellow Non-reflective (] TYPE Gone-wa Clear Reflective © 8 0 ED 9 E3 0 ® El ED ® 0 El ® III T-v 1 ° [13 TYPE C Red-clear Reflective ® TYPE H One-way Yellow Reflective 8"White Line 2" v --o— Direction of Travel --� LINES � No Scale DETAIL 37A o' —300' Q 4"White I Repeat at 1/2 mile intervals REVISED STANDARD PLAN --►- 30' 30' 30' 30' 6Tr 24, 4"Yellow 6'13112'-3'-r6'*] RSP DASD RSP A20-8,AND RSP-B DA SUPERSEDE I I 1 STANDARD PLANS A20-A AND A20-B DATED JULY 1,1984 p p p p p p p p p p p p p pp pp p ON PAGES 2 AND 3 OF THE STANDARD PLANS BOOK DATED 88 a 88 88 M 88 88 ® O8 88 ® 8O 8O M ' 88 888888®8 9 JULY,1984. PAVEMENT MARKERS AND TRAFFIC LINES �I f Y STATE OF CALIFORNIA TYPICAL DETAILS RSP A20-C DEPARTMENT OF TRANSPORTATION • 1 HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COW OF THE ABOVE OOCUIJENT TAKEN UNDER MY DIRECTION AND CONTROL ON THIS OATa M SACRAMENTO.W LIFORNIA PURSUANT TO AUTHORIZATION BY THE DIRECTOR OF TRANSPORTATION. SUPERVISOR Eli M c RVI FS SCALE 1'-50• _ . _w_ WCtR.DtF.I;M.-l3.S0TA0.TfE-OiF."iC.A{L.sFoO,RiN,Af-.b3.1. IN.Ti.I.Ti. PI.RITA,iA.9-.M,CiRO,F:I.L`1F. . .•,l.3:Iec.Yr`F •t ' •_� = -- 0200 s A4E .y _ ' -1 ' •' _�~ PM_L17/6NYICI_M.F.I _"_ •. • _ .: _ _SCALE 1" a-2o T�0 r» O SCALE � - 50 � so SO 40 1TO 20 30 80 ]O 80 i0 0 20 30 - eeo O SCALL i•c10• i"a100 MICROFILM-STATE OF CALIFONA-DEPARTMENT OF TRANT^ORAgOCOFILY " 50 SCALE 1=i0or 1"z100 - SCALE 40rM $TATE 300" OF CAUFORNI4-OEPARTYENT OF TRANSFCRTATgN-WCROTRJi DIST COUNTY ROUTE POST MfLE ShwtNO.TOW TO ACCOMPANY PLANS DATED •i^^"^"t 26,198 68 5Bd 5 1 i 20 23 sAs"hex.head bolt with flat washers,fiber ` ' 11,0ESSroll � washer, nut and jam nut. I x I x 1/$ brace. Required for unbalanced signs greater than 36"width. WE Od block - I"x4"x0'-6' for 24`-36" width signs 1 18" or more _ J.E.Roberts 3'-O' I t/ex4"x0'-6" for 37"-54" width signs In depth. No blocks on signs less than 18" in depth. ief.Office of Structure on "` No. ++426 G +' 3s/" 21 4�� 35/1; Bend See Note 2. OW Engineer March 7,7988 fq, czv% /Bend / -- Date ADProreo f OF CA�tt� h� N -- --- a M In _71 8 POST SPACING TABLE SECTION D-D SECTION 6-B SECTION C-C SIGN PANEL SIGN PANEL POST LENGTH OVERHANG SPACING V4'x%'slot Max.width rectangular sign-54- 13 2=8"c. to c in angle only Max.diamond 41-8" 5'-0"81 5`-6" 7" 9" & 12' 31-6" - 6'-0"& 6'-6" 12"& 15" 4'-0" `o_'----1 o'------_-J, Attach sign to post 7L0"8 7''6" 15"8"IB" 41 6" r- ' L _4-_--_--_-_-- -_�~- with bolts of top 1 ' 8'-0" 18 5-0 3/e'�holes r _ r.. ' centerond bottom ' i 14"hex.head bolt with flat E t--y _ T �___yo f___ 0 81-6" 20" 5'-2" washers,fiber wc_her, _"11 - , o -. lock washer and nut. 1 t m ' 1 9'-6" 23" 5'-8" 1 Nail block to post at .. -- 1 ' mid-depth of sign " W Id-O" 24" ---------------- -- ' 3-- —7 e r -- _ " Sign panel 10'-6 24 -6 I " 1 " 1 M " " I " II-0 ,:1-6 812-0 24",27 830 7-0 END VIEW BALANCED R4"x bedment 12'-6" 30" 7-6" UNBALANCED BALANCED 13'_o• 30" B'-o" _D •E• 13'-6"8 14'-6" 30"8 36" 81-6" 2'-11 _ .� 3.5' 14'-0"8 15'-0" 308 36" 9'-0" (/) SINGLE POST INSTALLATION 4'x4'Post i-11z' ��l5 i_II/z 2sro4x6 Post 2 yg 1 01 0 _ �b 1-0 4.5` 15'-6"8 16'-O" 368 39" 9'-6"5.0 I6-fiId-0" to ' I7'-O"8 17' 6" 39"8 4sId-6" �c 60' �l 20=6"8 21'-0" 48"8 51" 12`-6" PLAN 181-6"a 18!-(f 42"8 45" I I'-0" 3/8'4 hole for 5115 hex. hd. toll 191-0" 45" 11'-6" with Plot washers,fiber washer CI nut and jam nut IV-6"8 2d-O" 45"8 48" Strip Ix�16 'A' Length of sign pone) 3/8'x 13/i slot for211_ 6. 51" '/4 hex. hd bolt with -B'.C' Post spacing 'B" ELEVATION flat washers,fiber washers. P2r_d'8 22-6" 51`8 54" 13'-6" lock washer and rut 23!-0" 54" 141-0" Overhhang Overang I Detail'A' BACK BRACE DETAILS 23'-6"8 24'-0' 54"8 57" 14'-6 ' I 1h'hez.hd bolt with flat (Soo Note 2) NOTES: washers nut and jam nut. I • Place long dimension of post cross section normal to sign oils. v o III -11-- Approx.1/Sporie ' 1 height� 2. Balanced single post installations of unframed single sheet aluminum pane g t`. QrA P Poch oast. 2-x 6'for brace u.. h. el holt signs shall have blocks if 18'o_more ithdepth rnd 4 or morrle in width.of blocks Sign int--- .L • ,• ---- length 8'a less. 4'x 6-for brace _._..._. .� and bath uruccS i.iv - -r... _ 1 length over 8'long. �- panels less than 18 in depth and 34 or more In width shall have bock 212 halts ta' Splice line pO�.rL Panel bolts �` braces only. fix 3 pest �� ==__ 3. For post size see sign layout, format or quantity sheets. " 2"holes fol Ot Post =_ 4. Balanced single post Installations of Laminated Panel and Framed single 6"x6"post• io "A---Same as above bolts Flat washer Flat washerrnuf - sheet panel signs require bock braces when ash or more in width, 1 I. Fiber washer and jam nut 5• Breakaway feature for single post installation shall be the some as the 1 I t 0 ; ' " breakaway feature shown for the two post instollotion. io 1'r jF� 6%6" ' w LJ BREAKAWAY FEATURE _ _ I STATE OF CALIFORNIA LJ Some as above bolt DEPARTMENT OF TRANSPORTATION l Drill 21h' holes in 6'x 8" ' Note: Bolt hole layout is dependent on type post and 2 holes in 6"x 6"post. REVISED STANDARD PLAN ' of panel. Onil holes in post to match De ELEVATION panel furnished. ENO VIEW orient hole axis parallel to axis RSP S42-15 SUPERSEDES STANDARD PLAN S42-15 DATED JULY 1, 1984, -- —' of sign. ON PAGE 191 OF THE STANDARD PLANS BOOK DATED JULY, 1984. 1 (See rate below) DETAIL A ROADSIDE SIGN TWO POST INSTALLATION Note: Use brocef only when srcified WOOD POSTS " on sign ormat sheet 54' Oiometer far single sheet aluminum Dane)signs. " Diameter f9 laminated panel signs or TYPICAL INSTALLATION DETAILS NO. RSP S 42-15 framed single sheet aluminum panel signs fl • IQ` � F 20 I AS BUILT PLANS I 'I - yry - 1 HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE OOCUMIIiT TAKEN - Contract Na O(1 1 /7�J O/I UVDER MY DIRECTION AND CONTROL ON THIS DATE M SACMYENTO.CAUFOfN1A PURWANT TO �) (-r• AUTHOWI_ATION BY THE DIRECTOROF TMNSPOFrTATIOK Date Completed p1 ° suPERVISOR i0l on��u VICES SER Document Na _,a T of _ - caLE I 2a. S - SCALE' r_50' - ._ .. __ IopIOFILP_=eTXTE rte' " '-tOtIWFILYC. - ..SCALE i=5C "� -.SCA" "i 20 _ v� c'SrA7F• _ u lrflFlLw.... 0 I00 so- 200. 300. .- 4 .500 600 so Too 0 5o To ac so o zo w w eo TO so TION MIC w m w ....m �j s so ro w so 50 50 ,I.1.1.I. .I.L-.1.i. .I.1.I.I.I.1.l:i.i. .I.i.i. `it-.-01,t.E, ,..1 .. .d. 50..1 I ,'40 IOb 200 300` o xo so 4o co SCALE Y=10 W 1 a IOD' -MICROF1Ud-9rATQ p G FORNM-OEPARTMENT OF T}W,SFORTIDxWiI QFRM SCALE I•10 . 1'-100' 1F<7 n SCALE I v 40- __MXV",LM-STATE OF CAUFORI3 DEPARTMENT O°TPAASPORTAr MICP.OF LIA -m SCALE 6,00 DIST. COUNTY ROUTE POST MILES SHEET TOTAL To accompany plans dated shnl 7_ ��i 19A71 TOTAL PROJECT NO. SHEETS 08 513d �6�6 5.1,6.1 21 1 23 vtofE CHIEF.DIVISION OF TRAFFIC'ENGINEERINO REGISTERED CIVIL ENGINEER NO.10095 W D.BARTEL_L DATE APPROVED January 6,1386 0Q Ha 10995 x•12/. 31/88 �= 6'-0' ►I I� 11'-0" ►I i� T-0' ►) I 10'-0" ��iF��! i ISR-3'-6'=► 000 00 o . C _ N N C4 N z lu a �3 RUH- 1. 12 INCH GRID 12 INCH GRID 12 INCH GRID12 INCH GRID 12 RICH GRID —►112"(r— —*112"Ir- —►I 12"I— 12"Imo— �-.- A=42 SQ.Fr. A=73 SQ. FT. A=45 SQ.FT. A=59 SQ.Ff. A=25 SQ.FT. TYPE III (L) ARROW TYPE 111 (B) ARROW TYPE 11 Q ARROW TYPE 11 (B) ARROW TYPE 1 (18) ARROW (FOR TYPE 111(R)USE MIRROR IMAGE) (FOR TYPE H(R)ARROW USE MIRROR IMAGE) AS BUILT PLANS k STATE OF CALIFORNIA Contract No, OA-r^ , O 9 7 04 DEPARTMENT OF TRANSPORTATION Date Completed PAVEMENT MARKINGS Document Na MINOR VARIATIONS IN DIMENSIONS ARROWS MAY BE ACCEPTED BY THE ENGINEER. NSP A- 61,0 'U.Xf D PLANS 0 1 2 3 , EV.10/067. nMVIAL SCALE 15 w N+CHES I P I 1 s I HEREBY CERTIFY THAT THIS 13 A TRUE AND ACCURATE COPY OF 11HE ABOVE DOCLAMNT TAKEN LANDER MY DIRECTION M'D CONTROL ON THIS DATE w SACRVUENTO.CALIFORNIA PURSUANT TO ' AUTFgRIZATgN EY THE DIRECTOR OF TRANSPOpTATgN. " �SUPERVISOR . YICRORLM-STATE OF W MRNU-DEPART�CNT-OF T"P0RTAigR-r1LM "�`•.'�""""t':^:`:• -.,f SCALE Iry S0� (' SCALE t'=501 `.�SCA►E `1=e ZO _._. _M "-'S:ATE' =bEPARSMENT OF'lR4bPORTAT"JN=MiC1YJflLY . SCALE' 1'-'20! - 0 100 200 300 AA 40 500 600 700 0 - 5 . 100 ` so zo x �o ra -TP so 0o zo 10 w w To w rA 200 to 5Eo ro iD so 50 300 A!ICP.OFILM-STATE OF CALIFORNLA-DEPARTMENT OF TRANIPORTAT.DNy ICRCFIW1 V ` ` ATE O . .1 ` 1 I• 1 SCALE Inc 10` W 1"-IOO� SCALE I c 10' w 1"=100' SCALE Ise 40' MICP.OFILM-STATE OF CALIFORNIA-OEP0.4TYE N'T OF TRA:JSPORTATgH-Y1CP.OFRM C0. 1 c 40` SCALE �0 1 i0 20 ..O aI 510 6I TO EO SO I� 10 20 30 40 I�0 01 — N — a 100 -� . e.. 200 — ... — 3� - M 400 __ ._ __ __ 500 DIST. COUNTY ROUTE POST A10.ES SHEET TOTAL TOTAL To accompany plans dated I)nnuory 26, 19F,1 PROJECT NO. SHEETS OS 5Bd 66 5.I•6.1 22 23 9'-0" -' It 7'-3" >.-I I l-.-D�1.n�t CHIEF.DIVISION OF TRAFFIC ENGINEERING QgOFESS/p�•k X It Al REGISTERED CIVIL ENGINEER NO.10996 v C.D.BARTELL�. DATE APPROVED January 6,1986 Hy 10993 1 * —12/31/88 JJ� I I •ri ' CML `t• 1 I O I ✓ 1 - 1 O M 1 b X I c o 1 I ' O O N 2'-0„ a — I 12 INCH GRID ( N o j12"-•— A=33 SQ. FT. CO I — A=27 SQ.FT. TYPE V ARROW 12 INCH GRID —1 12"1—.— TYPE VII (U ARROW WRONG WAY ARROW 1 I A=36 SQ. FT. (FOR TYPE VII(R)ARROW USE MIRROR IMAGE) 2 i TYPE VIII ARROW a� K I o . AS BUILT PL.AIyS �.. ��, z CA 12INCH GRID Contract No. A=70 SQ.FT. Date Completed RAILROAD CROSSING S> MBOL Document No. D o „Np 12 INCH GRID 20° 6'-o" 'Ti ,a"6 Imo--- tI Fit I I I i A=42 SQ.FT. X I I I I I T I TYPE VIARROW oAA I O RIGHT LANE DROP ARROW v .4 000 _ (FOR LEFT LANE,USE MIRPOR IMAGE) 1 4z k yj I • o 1 io f 12 INCH GRID I 12 INCHGRIDI. 6 INCH.GRID I 6-INCH GRID 12 INCH GRID I —39" —►112' 1-- 43.5 q4" —�I —►I12" STATE OF CALIFORNIA K A=11 SQ.FT. A=14 SQ.FT. A=4 SQ. FT. A=7 SQ.FT. A=15 SQ.FT. DEPARTMENT OF TRANSPORTATION DIAMOND SYMBOL TYPE 1 (10) ARROW HANDICAPPED PARKING SYMBOL BIKE SYMBOL TYPE IV (L) ARROW ar s PAVEMENT MARKINGS, MINOR VARIATIONS IN DIMENSIONS (FOR TYPE rJ(R)ARROW,USE MIRROR IMAGE) ARROWS AND SYMBOLS 2MAY BE ACCEPTED BY THE ENGINEER. NSP /�w—2 A � .� TnR (d LIUCED PLANS 0 i 2 .l `4' IM OC-OE-92-PF(REV./0/861 - riRIGIUAL SCALE IS W INCHES u. 4. � rr 1 HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY CF THE ABOVEDOCMEN TAKEN UNDER MY DIRECTION AND CONTROL.ON THIS DATE IN SACRAMENTO.CAUFORNDM PURSUANT TO AUTHORIZATION By THE DIRECTOROF TRANSPORTATKK SUPERVISOR o ILII SERVICES ... _.�. SCALE a 00• - MIP{OFif.M-STATE'0!'CAL'FORBu-OSift"'RYAT"�WCROFILM - SCALE I'-$G� ^ IOD 20 '� 600 SCA}E .�I 20 .'r.-,.� FII:M-uTrt"E P .�'aLPAtTMEIVT`OCM hOX MICROFILM �q - 5 LE I i I y0 Too 0 0 ZO 30 10 SO 60 110 O 80 90 100 IO 20 30 40 RO SO 70 90 �. 200 K, 20 M 40 8O ]0 8o 90 3 1- 50 SO «r I - ..I,.,,I.., .L. I :..I,.....,� I s l l I V I I I I I I 1 1 1 I V I I I I I I I I I I I �� t• SCALE Imo-10 R 1-IJD' n MICROFILM 97ATE OF CALIFORNIAOPJ.Ie ORB14 �PARTMCHT OF T ANS�0A741.0N•YICROFILM -ALE 1 a•O n. 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