Loading...
HomeMy WebLinkAbout298804-S DIST COUNTY ROUTE IPOST MILE TOTAL PROJECI SHEETT INDEX OF SHEETS STATE CF-.�QALIFORNIA 08 1 SBd 1 66 1 6.6 1 I F 17 Sheet No. I Title and Location Map 2 Standard Plans list DEPARTMENT OF TR=ANSPORTATION " "ooa " 3 Layout x 4 Utility Plan --T__---- " 5 Pavement Delineation Plan > 6 Pavement Delineation Details and Quantities 7 Lighting and Signal Plans " ' 8 Summary of Quantities and Construction Area Signs PROJECT PLANS 'FOR CONSTRUCTION ON '�- 9 Signal Arm Mounting Details r( ^ 10- WEEE 15 Revised Standard Plans - :�E. " 16-17 New Standard Plans STATE HIGHWAY raol (E oauo° IN SAN.BERNARDINO COUNTY �� '. � Z `"'��t . s~VEMVpEt° `" s°"It,�,�E�.,,^,,•�,„, IN RANCHO C4lCAgIIONGA AT TURNER AVENUE �.,r � NU•E To be supplemented by Standard Plans dated July, 1984 x '. .Eu, EL I.4NI°(.�\03"xGFIES R A N C H O CUCAMONGA LOCATION MAP ' I I'I I� �� sul oxw ! wEEwT CHURCH ST t_JI IUU / 1II II II �I O > ^ UUUIIIJJJL_ LOCATION OF CONSTRUCTION W LU > c,� PIW. 6.5 CI II /\a a a : 0 To Upland / ROUTE 66 ( Foothill Blvd ) To Fontana �0� W ii Q: a ¢ ` LU Z a J E"it e' t- Off/ � Ix x :f '�� _ a ARROW ROUTE a 00 E 1 0 2 x � ;° eµOEESS/pA.A� $ NO SCALE G' E.9 Gritters m Deputy Oistric Director of Transportation No. 12189 PO Registered Civil Engineer * E„P,3-31-89 a �lI CML August 10, 1987 OF CAUE Plans Approval Date AS BUILT PLANS A S e U I L T Contract No.t9-29-%80V X Date Completed_5•19 1!0 CORRECTIONS TILS ° �J W The Contractor shall possess the Class (or Classes) Document No. of license as specified in the "Notice to Contractors" (79G on page 1 of the Special Provisions- M I fommct No.1087 x98804 t�z{ FOR REDUCED PLANS 0 1 2 3 11 FORM DC-OE-04-PF(REV.1180) w ORIGINAL SCALE IS IN INCHES 1 I I I CU 08252 HA 298801 •\ A I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO,CALIFORNIA PURSUANT TO AUTHORIZATION BY THE DIRECTOR OF TRANSPORTATION 5�i�•9n �, �� .i SUPEF.y15�iF�0E— NIfROFI! SCAL. J'..C SC MR ICROFILM-STATE OF CALIFORNIACALIFORNIA-DEPARTMENT OF TRANSPORTATION-MICROFILM SCALE I�=50 SCALE 1`20' MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION-MICROFILM SCALE I"=26 f300 400 Soo 600 700 0 50 100 50 200 50 300 50 50 30 30 IO 20 30 90 60 ]0 80 90 IO 20 30 40 SO 70 80 90 10 20 30 40 60 70 80 90 IICROFILM-STATC OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION-MICROFILM •' MICROFILM-STATE OF CALIFORNIA-DEPARTNIt OF TRANSPORTATION-MICP.OFILM -'• - - - SCALE =10 oT I=100' SCALE I"P 40' SCALE �=40' 600 ` 5D 60 70 e0 90 IDC 10 20 30 q0 150 D 20 40 SO SO loo 20 40 80 a0 200 2I 40 SO a0 300 20 40 ED 90 400 20 40 CIO 80 500 20 40 -1 0 ,a0 IOISTRN.TCOVNTY ROUTE POST UILES SHEET I Ir 111 NO SNEETE GENERAL ROAD WORK To accompany plans dated August 10, 1987 1 08 SBd 66 6.6 2 17 O A-10 Symbols and Abbreviations O A-20A ❑ D97C-1 CMP Coupling Band Details Na 4,Universal Coupling ❑54.6 Overhead Signs,Truss,Single Post Type,Structural O S4OH•1 Overhead Signs,Box Beam,Closed Truss TRAFFIC SIGNAL and LIGHTING STANDARDS Pavement Markers and Traffic Lines,Typical Details Bands Standard and Positive Joints Frame Members ❑A•20B Pavement Markers and Traffic Lines,Typical Details Alternative,Single Post Cantilever Frame Details ❑A35-A P.C.C.Paving Details ❑ D97C-2 CMP Coupling Band Details No.5,Universal Coupling O S5-6 Overhead Signs,Truss,Two Post Type,Structural ■ ES-6A Traffic Signal and Lighting Standards,Type I ❑A35-B Approach Slab Bands Standard and Positive Joints Frame Members yP ' O S4O1-1 Overhead Signs,Box Beam,Closed Truss Standards and Pushbutton Posts Alternative,Single Post Cantilever Frame Juncture ❑A62-A Excavation and Backfill Miscellaneous-Limits ❑ D97D CMP Coupling Details No.6-Standard Joint O S6.8 Overhead Signs,Truss,Structural Frame Details Details O ES-613 Lighting Standards,Types 15 and 21 of Payment ❑ D97E•1 CMP Coupling Details No.7-Positive Joint ❑S7-8 Overhead Signs,Truss,Frame Juncture Details O S4OJ-1 Overhead Signs,Box Beam,Closed Truss O ES-6D Lighting Standards,Types 30 and 31 O A62-B Excavation and Backfill Bridge Surcharge and ❑ D97E-2 CMP Coupling Details No.8-Positive Joints and ❑ S88 Overhead Signs,Steel Frame Removable Sign Panel Alternative,Single Post Cantilever Post Details ❑ ES-6DA Lighting Standards,Type 32• Wall-Limits of Payment Downdrains Frames ❑S4OK-1 Overhead Signs,Box Beam,Closed Truss O ES-6E Lighting Standards Types 30 and 31,Base Plate ❑A62-C Excavation and Backfill Bridge-Limits of Payment O 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 and Backfill Details Concrete and Concrete-Pipe Standard and Positive Joints Removable Sign Panel Frames O ES-6F 10 Degree Lighting Standards O S4OL-3 Overhead Signs,Box Beam,Closed Truss ❑ ES-6H 10 Degree g Asbestos-Cement Pipe Culverts ❑ D98•A Standard Inlet Structure Shoulder Installation Details ❑S8C Overhead Signs,Truss,Sign Panel Mounting Details Alternative,Single Post Butterfly Frame Juncture e9 Lighting Standards Details O A62-E Excavation and Backfill Details Reinforced and Details of Slotted Drain Connections Laminated Panel,Type A Details ❑ ES-6.1 Traffic Signal and Lighting Standards Case 1 Arm Load- Concrete D98•B 12"Thru 24"Slotted C.S.P.Drain Details O S8D Overhead Sin Trus Removal Sign Panel Frames ing,Wind Velocity=70 MPH Ann Lengths 15'to 30' Concrete Box and Arch Culverts 9s, % 9 C S4OM•1 Overhead Signs,Box Beam,Closed Truss O A62-F Excavation and Backfill Details Metal Culverts ❑ 098-C Alternative Hinged Cover for Type OL&OS Inlets& 110"and 120"Sign Panels Alternative,Single Post Butterfly Post Details ❑ ES-6K Traffic Signal and Lighting Standards Case 2 Arm L17 ❑A73 Type 111 Barricade,Dikes and Road Intersections Trash Rack for Type OCP Inlet O S9-12 Overhead Signs,Walkway Details No.1 ing,Wind Velocity,--70 MPH Arm Lengths 20'to 30' O A74-A Markers and Delineators O D98D-1 Edge Drain Details O SIO-9 Overhead Sign,Walkway Details No.2 ❑ ES-6L TrafficSignaland Lighting StandardsCase3ArmLoad- O A74-8 Survey Monuments ❑ D98D-2 Edge Drain Details ❑Sl l-10 Overhead Signs,Walkway Safety Railing Details OVERHEAD SIGNS-TUBULAR ing,Wind Velocity--70 MPH Arm Lengths 20'to 45' ❑A75-A Concrete Barrier Type 5O O S13-10 Overhead Signs,Truss,Pile Foundation O ES-6M Traffic Signal and Lighting Standards Case4AnnLoad- ❑A75-B Concrete Barrer Type 50 ❑ S4ON Overhead Signs,Tubular,Instructions and ing,Wind Velocity--70 MPH Arm Lengths 25'to 45' O A77-A Metal Beam Barrier ❑ F-10 Chain Link Fence Examples ❑ ES-6N Traffic Signal and Lighting Standards Type 40-0.80 ❑A77-B Metal Beam Barrier O F-20 Barbed Wire and Wire Mesh Fence OVERHEAD SIGNS-LIGHTWEIGHT O 64OP Overhead Signs,Tubular,Single Post Type Layout ❑ ES-60 Traffic Signal and Lighting StandardsCase1Arm Load- O A77C-1 Metal Beam Guam Railing-Standard Hardware and Pipe Selection ing,Wind Velocity--80 MPH Arm Lengths 25'to 30' ❑A77Metal Beam Guard Railing ❑514A-5 Overhead Signs Lightweight Balanced Single Steel. ❑S4O0 Overhead Signs,Tubular,Two Post Type Layout and ■ES-6P TrafficSignal and Lighting StandardsCase 2Arm Load- ❑A77-D-D Ranier and Guard Rail Anchors ❑N8•A Curbs and Drivewa Post Connection and Mounting Details ❑A77•E Cable AnchorAasembty(Breakaway) Pipe Selection ing,Wind Velocity--80 MPH Arm Lengths 20'to 30' ❑ N8•B Wheelchair Ramp Details No./ O S148.4 Overhead Signs,Lightweight Balanced-Single Steel ❑A77G Thrie Beam Barrer O N8•C Wheelchair Ramp Details Na 2 Post Details ❑S40R Overhead Signs,Tubular,Structural Frame Details O ES-60 ing Wind Velandocity=0 M H Arm Lengths 3Arm Lead- •A77G Thrie Beam Barrier No,1 ing,Wind Velocity--80 MPH Arm Lengths 20'to 45' ❑A79-A Guard Rail Fares O S15.8 Overhead Signs Lightweight Type A,Connection ❑S40S Overhead Signs,Tubular,Structural Frame Details ■ ES-6R TrafficSignaland Lighting Standards Case4 Arm Load- ❑A79-B Miscellaneous Guard Rail Details Details 1y�0 MPH Arm Lengths 25!to 45' O T-10 Traffic Control System for Lane Closure on Freeways O S7 6-7 Overhead Signs,Lightweight Type B,Connection Na 2 ing,Wind Veloci O A79-C Guard Rail Connections to Bridge Rails,Retaining and Expressways Miscellaneous Details Details ❑ S40T Overhead Signs,Tubular,Foundation Details ■ ES-6S Traffic Signal and Lighting Standards Details Na 1 Walls and Abutments ■T-11 Traffic Control System for Lane Closure on Multilane ■ ES-ST Traffic Signal and Lighting Standards Details Na 2 ❑A79•D Guard Rail Connections to Bridge Sidewalks g O S17.8 Overhead Signs,Lightweight Type C,Connection p Type 10&15 Lighting Standards Conventional Hi hwa Miscellaneous Details ❑ ES-6U Le Base Insert for and Curbs Overh ROADSIDE SIGNS ❑ ES 6V Lett Tum Signal and Sign Standard Type 33 ■T-12 Traffic Control System for Lane Closure on Multilane ❑S18A•8 Overhead Sin LightweightSi n Panel Mounting ❑ ES-7A Traffic Signal and Highway Lighting Details,Electrica- ❑ABO Emergency Passageways 9s, 9 9 9 5 Y 9 g Conventional Highways,Miscellaneous Details ■S41-3 Roadside Sin T Details Structure Installations ❑A81 Barrier Transitions Details,Laminated Panel,Type A g %Typical Installation Details No.1 O A83 Portable Scale ❑T-13 Traffic Control System for Lane Closure on Two Lane ❑ S7 86-7 Overhead Signs,Lightweight Light Fixture Mounting O S42-15 Roadside Signs,Wood Posts,Typical Installation O ES-7B Traffic Signal and Highway Lighting Details,Electrical Conventional Highways Details Details Na 2 Details Structure Installations O T-14 Details for Ramp Closures,Miscellaneous Details ❑ S2OA-7 Overhead Signs,Lightweight Post Details ❑ S43-A Roadside Signs,Laminated Wood Box Posts ❑ ES-7C Traffic Signal and Highway Lighting Details,Electrical ❑C7•A Reinforced Concrete Crib Wall Types A,B,C and D- Typical Installation Details No,3 O S2O-4 Overhead Signs,lightweight Foundation Details Structure Installations Construction Details O S21.4 Overhead Signs Box Beam,Instructions and ❑S43.6 Roadside Signs,Steel Post Typical Installation BRIDGE Details O ES-70 Traffic Signal and Highway Lighting Details,Electrical ❑C7-B Reinforced Concrete Crib Wall Types A,B,C and 0- Examples Details Structure Installations Design Data O S22-2 Overhead Signs,Box Beam,Two Post Type Frame ■544.7 Roadside Signs.Typical Installation Details No.4 O ES-7E Traffic Signal and Highway Lighting Details,Electrical ❑C7-C Reinforced Concrete Crib Wall Types 1,II,III,IV,V.VI, ❑ BO-1 Bridge Details Members VII,VIII and IX g Details Structure Installations BO-3 Bridge Details O S23.4 Overhead Signs,Box Beam,Two Post Type Frame O ES-7F Traffic Signal and Highway Lighting Details,Electrical ❑C7-D Reinforced Concrete Crib Wall Types X Xi&XII ❑ BO-5 Bridge Details Details ❑C7-E Reinforced Conrete Crib Wall Header&Stretcher El BO-13 Bridge Details O 524.4 Overhead Signs,Box Beam,Two Post Type Details Structure Installations Details Frame Details ils O 81-11 Closure Wall Details-Box Girder ■ ES-8 Traffic Signal and Highway Lighting Details,Pull Box Details C7-F Reinforced Concrete Crib Wall Design Data- ❑ 82'3 t6"Cost-in-Drilled-Hole Concrete Pile ❑ 525.4 Overhead Signs,Box Beam,Two Post Type Frame TRAFFIC SIGNAL and HIGHWAY O ES-9A Cantilever Flashing Beacon Details,Types 9,9A,98 Types I thru XII ❑ 82.5 Pile Details-Class 45 and Cass 70 Juncture Details q Is Types 9,9A.98 ❑CS-A Steel Crib Wa1FConstruction Deails O 62.8 Pile Details-Class 45C and Class TOC LIGHTING DETAILS ❑ ES-913 Cantilever Flashing Beacon Detai O C8•B Steel Crib Wall-Design n Daa O 82.9 Load Test Anchor Pile Details O S26-5 Overhead Signs,Box Beam,Two Post Type Post O ES-10 Traffic Signal and Highway Lighting Details,Isolux ❑ B3-1 Retaining Wall-Type I H=4'•30' Details ■ ES-1A Traffic Signal and Highway Lighting Details, Diagrams O C8-C Steel Cribb Wall Type Data ❑ 83.2 RetainingWall-Type Symbols and Abbreviations ❑C9•A Timber Crib Wall Types A,B.C and D-Construction YPe I H=32'-36' ❑ S27-5 Overhead Signs,Box Beam,Single Post Type Frame ■ ES-1 1 Traffic Signal and Highway Lighting Details, Details ❑ 83.3 Retaining Wall-Type 1 A Members ■ ES-IB Traffic Signal and Highway Lighting Details, Foundation Installations - ❑ 83.4 Retaining Wall-Type,2 O S28-5 Overhead Sin Box Beam,Single Post Cantilever Symbols and Abbreviations O C9-8 Timber Crib Wall Types A.a C and D•Design Data ❑ B3-5 Counterfort RetainingWall-Type 3 Signs, g ❑ ES-12 Pedestrian Undercrossing Fluorescent Lighting YP Frame Details ■ ES-2A Traffic Signal and Highway Lighting Details, Fixture ❑ 83-6 Counterfort Retaining Wall-Type 4 O 529.4 Overhead Sin Box Beam,Single Post Cantilever Service Equipment ❑ B3-7 Retaining Wall-Type 5 Signs, g ■ ES-13 Traffic Signal and Highway Lighting Details,Wiring ❑ D72 Drainage Inlets-OS,OL,GOL Frame Juncture Details ❑ ES-28 Traffic Signal and Highway Lighting Details, Details and Fuse Ratings g ❑ B3-8 Retaining Wall Details Na 1 Service Equipment g ❑ D73 Drainage Inlets-G1,G2,G3,G4,G5,G6 O 63.9 Retaining Wali Details Na 2 0530-6 Overhead Signs,Box Beam,Single Post Cantilever O ES-15 Pedestrian Overcrossing Fluorescent Lighting ❑ D74 Drainage Inlets-GTI,GT2,GT3,GT4,GO.GDO O B3-11 Retaining Wall Type 6-6' .,x Post Details ■ES-2C Traffic Signal and Highway Lighting Details, Fixture O D75 Pipe Inlets ❑ 86.1 T-Beam Details ❑ 531-3 Overhead Signs,Box Beam,Single Post Butterfly Service Equipment O D77-A Grate Details ❑ B6-10 Utility Openings-T-Bean, Frame Details ■ ES-2D Traffic Signal and Highway Lighting Details, O D77.8 Bicycle Proof Grate Details ❑ 66-21 Joint Seals O S32.4 Overhead Sign%Box Beam,Single Post Butterfly Service Equipment EXTINGUISHABLE MESSAGE SIGN O D78 Gutter Depressions ❑ B7-1 Box Girder Details Frame Juncture Details ■ ES-3A Traffic Signal and Highway Lighting Details, O D8O Single Box Culvert O B7-5 Deck Drains Si nal Heads and Mountin s O ES-27A Extinguishable Message Sign,10"Letters O D81 Double Box Culvert ❑S33-4 Overhead Signs,Box Beam,Single Post Butterfly g g ❑ ES-278 Extinguishable O 87.6 Deck Drains-Types D-1 and D•2 Post Details ■ ES-38 Traffic Si nal and Hi hwa L htin Detail Message Sign,10"Letters O D83 Box Culvert Miscellaneous ❑ 87.10 Utility Opening-Box Girder 9 9 Y 9 % ❑ ES-28 Extinguishable Message Sign and Flashing Beacons O D84 Box Culvert Wingwall,Types"A""B"&"C" ❑67-11 Utilities Details ❑ S34A•5 Overhead Signs,Box Beam,Sign Panel Mounting Signal Heads and Mountings ❑ D85 Box Culvert Wingwall,Types"D"&"E" ❑ B8-5 Cast-in-Pace Prestressed Girder Details Details,Single Sheet Sign Panel ■ ES-3C Traffic Signal and Highway Lighting Details, ❑ D86-A Box Culvert Warped Wingwalls ❑ B71-7 Chain Link Railing Signal Heads and Mountings SIGN LIGHTING DETAILS O D86-B Pipe Culvert Headwalls,Endwalls&Warped r_1 R11 1.'4n Ta---Radion(T.—In ■ FS-3n Tmffin Rinnal and Rinhwav I inh,i—n_mail, Wingwalls ❑611-47 Cable Railing Signal Heads and Mountings+ O ES-29 Mercury Sign Lighting Equipment O D86-C Arch Culvert Headwalls,Endwails&Warped ❑ 611-51 Tubuiar Hand Railing ■ ES•3E Traffic Si nal and Hi hwa Li htin Detail ❑ ES-30 36"Fluorescent Sign Lighting Equipment OVERHEAD SIGNS-BOX BEAM 9 Highway Lighting s, ❑ ES-31 72"Fluorescent Sign Lighting Equipment Wiersides O 611-52 Chain Link Railing Type 7 Signal Heads and Mountings ❑ D87-A Overside Drams ❑ 81 1-53 Concrete Barrier Type 25 CLOSED TRUSS ALTERNATIVE ❑ ES-32 Sign Lighting EquipmentStr ❑ B11-54 Concrete Barrer T O ES-4A TraController Signal and Highway Lighting Detail% O ES-33 Internal Illuminated Street Name Sign Ign O D87-8 Overside Drains and Underdralns Type 26 ❑ S39.6 Overhead Signs,Box Beam&Closed Truss Controller Cabinet Details ' ❑ D88 Construction Loads on Culverts ❑ 613-1 Slope Protection Detail No.1 Alternative Foundation ■ES-4B Traffic Signal and Highway Lighting Details, O D89 Pipe Headwalls and Strut Details ❑ 613-2 Slope Protection Detail Na 2 ' O D90 Pipe Culvert Headwalls,Endwalls&Wingwalls Types ❑ B14.1 Structural Steel Plate Vehicular Undercrossing O S4OA-1' Overhead Signs,Box Beam,Closed Truss Controller Cabinet Details "A-"B"&-C- ❑B14.2 Structural Steel Pate Arches Alternative,Two Post Type Frame Members O ES-4C Traffic Signal and Highway Lighting Details, , O D93 Drainage Inlet Riser Connections ❑814-3 Supply Line&Communication&Sprinkler Control ❑S4OB•1 Overhead Signs,Box Beam,Closed Truss Controller Cabinet Details Conduit - Alternative, Single and Two Post Type General ■ ES-5A Traffic Signal and Highway Lighting Detail ❑ D94 Flared End Sections 9 9 Y 9 9 % O 1)95 Concrete Arch Culverts Frame Details Detectors e C D I ( T O D96 Pipe Riser with Debris Rock Cage ❑ S4OC-1 Overhead Signs,Box Beam,Closed Truss ■ ES-58 Traffic Signal and Highway Lighting Details, , ` J ,U L Alternative,Ribbed Sheet Metal Details sr�• - ` O D97A CMP Coupling Band Details No.1,Flanged End CSP SIGNS SIGNALS& LIGHTING Detectors Channel Coupling Band Details-Downdrains, t ❑ S4OD-1 Overhead Signs,Box Beam,Closed Truss ❑ ES-5C Traffic Signal and Highway Lighting Detail% NO CORRECTIONS THIS SHEET S-ea Standard and Positive Joints OVERHEAD SIGNS•TRUSS Alternative,Two Post Type Frame Details Detectors O D97B•1 CMP Coupling Band Details No.2,Annular, O S4OE-1 Overhead Signs,Box Beam,Closed Truss ■ ES-5D Traffic Signal and Highway Lighting Details, Reformed End,and Helical Coupling Bands- O St-12 Overhead Signs.Truss,Instructions and Examples Alternative,Two Post Type Frame Juncture Details Detectors Downdrains,Standard and Positive Joints O S2.11 Overhead Signs,Truss.Single Post Type,Post Type O S4OF-1 Overhead Signs,Box Beam,Closed Truss ❑ ES-5E Traffic Signal and Highway Lighting Details, O D97B•2 CMP Cou lin Band Details No,3,Flanged End CSP 11thru'%III Altemativ Two STANDARD PLANS LIST Coupling g e. Type Post Details Detectors ChannelCoupling Band Details-Downdrains,Standard O 53-11 Overhead Signs,Truss,Two Post Type,Post Type ❑ S40G-1 Overhead Signs,Box Beam,Closed Truss ■ ES-517 Traffic Signal and Highway Lighting Details and Positive Joints 1•S thru VII-S Alternative,Single Post Type Frame Members Detectors (July,1984 Edition) The Standard Plan sheets indicated by a marked box are applicable to this CONTRACT NO. 08-298804 r AS BUILT PLANS Contract No.09-29MII4 I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO.CALIFORNIA PURSUANT TO Date Completed S.gig AUTHORIZATIONBY THE DIRECTOR OF TRANSPORTATION ' sureRvraI o � Document No. t ,°� ;'�'� ►ICR° PRVIC$� SCALE 1 50' MICROFILM-STATE;Of.CAUFORNMC-'dEF*NTWNF'OFITRANIPOaTi1T10N.-.MICROFILM SCALE 1--50' 300 700 - '.,SCALE'. I^e 2O' '74: ...... ,..NI •'SrATa.OF?'CAL1POItAIA'-}OEWAR,TNENT�.OF>TAAIISPOMATION-MICROnLM '...`SCALE��t:'.±"20', ,•`�"'.... ";F O 200 500 600 •0.- r- 100 50-, ,-,- r 200 _ 300., 100 50 5O 50 50 50 50 60 SO 50 10 20 30 40 60 70 80 90 ,O 20 30 40 60 70 .80 90 10 20 30 40 80 70 80 90 t .�.- .: .,,:. 1 I. , � ,. :�r I .' ,. 1. 1 I : SCALE I"=10' W a 1O0 MICROFILM-STATE OF CALIFORNIA"-DEPARTMENT OF TRANSPORTATION-MICROFILM SCALE 1"=16 or 1"=100' SCALE 1"e 40' -MICROFILM-STATE'OF'CALIFORNIA DEPARTMENT OF TRANSPORTAT)ON-MICROFILM SCALE I"=40' 0 ID zo 30 40 50 so 7o eo so lO0 to zo' 30 40 150 0 100 200 . `300 400 500 600 1 - - - 20 40` '80 80 20 40 60 80 20 40 80 80 20 40 60 80 20 i0 80 80 20 40 80 .81 4 1 1 I I i DIST. COUNTY I ROUTE I TMT PHWECT NO SHEE?S 08 SBd 66 6.6 3 1 17 x REGISTERED CIVIL ENGINEER PROFESS/p,Vk F 0 I II August 10, 1987 D.c. weaver I q PLANS APPROVAL DATE No. 14441 JO N q * E p.X3189_ t I g d}r CML 'k. p ?F OF CAUf� qw rll LEGEND z^q w a q Limits of 0.041 Open Graded Asphalt q Concrete Surfacing •401 q r w ED o w p LU cc q D 121 Cr x I W a tl � II II 121 II II Um ED -92— +82 , Exist. Metal Beam =Z Y 1 U C7 U 13' Guard Railing Uo05 Lu U I 13+44 Turner Ave= q t 158+82 Foothill Blvd I {I (Route 66) I }J R/W R/W ^) + ------ - Existing Curb �1 Existing Curb 13-.2 J K Lu Lu X---- 3 ROUTE 66 FOOTHILL BLVD 1 162 p(]I tract NO.�'T ��AIv i T g 9 160 CO IU Y 156 ~ Y 12+96 DoCum@l1 '' t�� w Q t S• ro x s ng Curb ' J Existing Curb -- -----f-E i ti------------'-- o. LM R/W Ul L'gIZ { q�k 321 ql E Z Z Exist. Metal Beam \ (k I Cm W Guard Railing k c ®q j ASPHALT CATION ON TURNER CONCRETERAD AVEAVEOPEN TON) CL R x y 0. 321 ' Sto 10+50 to Sto 12+96 29 i w LLQ I St. 13+q2 to St. 16+40 11 F > I i TOTAL 40 I Ll I 17 LU -50 11— q l II QWj i w I I W O ~ II � � a AS BUILT o II d k i i er �.7lfi�/uy7 Z q 1 1 NO CORRECTIONS THIS SHEET q II II W q aA II r, LAYOUT LL SCALE: 1"=501 x CD y L-I FOR REDUCED PLANS 0 1 2 3 FORM DC-OE-92-PF(REV. 1188) ORIGINAL SCALE IS IN INCHES 1 I I I CU 08252 EA 298801 tL fl I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMBJT TAKEN UN ER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO,CAU FORMA PURSUANT TO 4F' } AUTHORIZATION BY THE DIRECTOR OF TRANSPORTATION SUPERVISOR�(, MIOROTI M Rv1c MICROFILM-STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATION-MICROFILM MICROFILM-STATEOF CALIFORNIA-DEPARTMENT OF TRANSPORTATION-MICROFILM SCALE �'=50 SCALE =50 SCALE I'=20' SCA!E I°=20' 0 100 200 300 400 Soo 600 700 0 50 100 50 200 50 300 50 56 50 50 SO 50 30 10 20 30 40 60 70 80 90 10 20 30 40 SO ]O PO 90 10 20 30 40 60 70 80 90 IL .,,, I .., ,. SCALE 1'_'C* ul I':'CO MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION-MICROFILM SCALE I=Idor I=100' SCALE 1"= 40' MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATKN)-MICROFILM SCALE I°=40' 0 'C 20 3C• AD 50 60 70 80 90 100 10 20 30 a0 150 O loo 200 300 aoo Sao, 600 ' 20 W 80 80 20 40 60 80 20 00 60 80 10 40 80 80 20 40 So 80 20 40 80 .80 DIST.. COUNTY TROIJTE I TOTASLMPRpJECT NOT SHEETS 08 S9d 1 66 6.6 QgQMSION REGISTERED CIVIL ENGIN A� August 10, 1987 � ,� 12137 PLANS APPROVAL DATE' a -33 1-89 Jy C w I Ill AjF Of CALF Z I 111 I Co 1 I I W I I � LU a PP ¢ o X R/W V Pole No. 2152730E R/W W m m Tele. Booth YVM FH '� PP s-0 ------------------------------------ AC •-�--- -PP �- - - T _ .0 _ .0 _ _ O WM �w w --�-_----- _- - - --y=- -- - ------ ---------------- ----- ZC)o Y _ _ - _ -- �_ �_ _ -�--- _ �1�- GTE a W s ~W-—6— —W UO U I ROUTE 66 I 1 � eM 156 157 158 1 159 16 161 162 wl (n x...- w W z 8J w M 1 I FOOTHILL BLVD 01 � T ck� G9 1 I a �n ----- -----------------------� - — -__ -----f-- __� 1 - -- ------------- ----------------------------- - �� �,�.��.�.� -tom\ WV ------- - ! R1 - - ' / R/W r1 Wall J II i I H MH I x QI Ix I Beginning of exist. drain culvert opening of 1. Location of utility facilities shown on these plans, ( (at a dist. of 34' from BCR.) was obtained either from owner's records and/or from LL- State surveys. ( I II U_ I 1 I MATCH LINE WQ 2. Elevations of high risk facilities was established from J I I� I N B B i Of information furnished by the owner to the State, by l II 3 X I o ff State surveys or by combination of both. gP SBUILT 3. Underground facilities other than high risk facilities are 1 I � a shown schematically and must be verified by the Contractor. (I' 11 I O _ro RY O I II I I I NO CORRECTIONS THIS SHEET S•$g U.W 1i I I I ; UTILITY PLAN X � I I W 4a + + I I II I I Scale: 1" = 20' - B MATCH LINE B U-1 FOR REDUCED PLANS FORM DC-OE-92-PF(RFV. 1/861 "" ORIGINAL SCALE 13 IN INCHES I I ? 3 CU 08-252 EA 298801 AS BUILT PLANS -- 1 Contract No.G 290oWN 1 HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN S gg 7 UNDER MV DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO,CALIFORNIA PURSUANT TO Date Completed o AUTHORIZATION BY THE DIRECTOR OF TRANSFO RTATION V Document No. MICROFI M.5°PELM S cF RVIC' E wa SCALE 1-50 MICROFtttlTATE OF'CALIFORNIA DEPARTMENT.OF.T,RANlPORTATgN;=MICROFILM SCALE I-50 ,.,.� -SCALE 1=20 ,MICROfOR.M STATE;OFPCALh17RMA'=OEPAR'fMENT!4F?1RVLSPptTAT,10N=MfCROFILM 0 100 200 300 400' _ .500 600 700 ,0,,. - ... ...50 100 50 c- '..-. 200. 50 300 50 50 50 50 SO 50 50 10 20 30 40 60 10 80 `90 q 0 30 40 60 70 ,80 80 10 20 30 40 80 70 8o 90 _ ..« '1 SCALE =10' o• 1`0100' MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION-MICROFILM SCALE 1"-10' of 1"-100' SCALE'.''I'=40' `MICROFILM-STATE'OF CALIFORNIA-DEPARTMENT:'OF TRANSPORTATION-MICROFILM SCALE 1°=40' 0 50 100 10 0 300 6 0 10 20 30 40 60 70 SO 90 10 20 30 40 100 200 ' 400 500 •+ .20 40'"' 80 90 20 40 60 80 20 40 80 80 20 40 d0 80 ••20 40 80 20 40 80 .80 DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PRO.IECT NO. SHEETS S tp—I 08 SBd 1 66 1 6.6 5 17 + l 1 d en- I I 14? PSCC/OPLL Q0FESS10 x I 1 REGISTERED CIVIL ENGINEE �,p Fy , R.A.HGiaht August 10, 1987 12137 � IF PLANS APPROVAL DATE No. 3.31-89 A Imo) Q' 1A # M J}9CL �N OF I S S I i 1 1 I t I I 1 V I tlit UJI Z I I 1 Q I I S i V S l m l 1 I I } 1 1 11 I I d I i 1 o W I I SII LU 2 x I MATCH LINE B I 1 II It' I F �I II I 1 • MATCH LINE A 2 R/W wm ro R/W ----------- Begin striping to meet exist. 400'± ata 50:1 taper —� �i �� Begin striping to meet exist. — 400'± ata 50:1 taper ------- ----- --------------- -- ---------4----------------------- — --------------- Y ��PCC Curb ��PCC Curb J&5 W U o v Detail 12 N N _z_1,_ D@tail 12 Detail 39 _ 100' m ROUTE 66 106' — Detail 22 iV iv Ell, Detail 38 Y w � 100• W! 1 157 45. 10' E a 159 r 160 �— 40'14, ' �— 161 Detail 32 z_ x' z• W Detail 32 J I,!� FOOTHILL BLVD ii J a r— 40' �l 100' 10' 45' W Detail 12 a �— 4 N iV Detail 12 W Detail 38 100' Detail 39 106' — Detail 22 a zq X 4 -- 150' N 4 M PCC Curb ----------------------- PCC Curb Be in Ed eline to meet exist. — 250'± '\ 9 9 h\ Begin Edgeline to meet exist. — 380't II, 4' min. I N R/W �\\ I ' � R/W N / 158+82 FOOTHILL BLVD aE 13+44 TURNER AVENUE o, X QX �� 1❑ Apply thermoplastic "SIGNAL" pavement marking adjacent to W41 1 OI VrIV "A;iLAv" F/U VOIIICiIII 1111J1K11Iy 35'1 II VI11 'SIGNAL". WrApply thermoplastic Type IV Arrow as directed by the Engineer. y s Q ❑3 Apply Detail 21 from the limit line to 200'±. z 1 X I' I i�; Apply thermoplastic 4" solid white stripe. (I ( I� Z F4, I AS BUILT � ❑5 N Apply Special Detail (Sheet PD-2) to match new delineation with I 9T Q• 8. 3 a the existing delineation. II (� i NO CORRECTIONS THIS SHEET z c 6. New striping and/or pavement markers shall meet existing at the AC overlay limits. LLJ �. 1 a PAVEMENT DELINEATION 7. Conflicting striping and pavement markings shall be removed r PLA N X o as directed by the Engineer. 1 I Scale: 1" = 20' W ` I o I A 1 1v� 0 I ^J/✓ ai t +1 S PD— FOR REDUCED PLANS FORM DC-of-92-PF(REV. ,lee) - •-----� ----�_��-�� ORIGINAL SCALE IS IN INCHES I I ? a CU 08-252 EA 298801 AS BUILT PLANS Contract No.r9-29184 Date Completed19S'S _ d 1. CP I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEJJ Docum/� �•,� 1�� "'a• ! UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO,CALIFORNIA PURSUANT TO ent 1 V 1 AUTHORIZATION SYTHE DIRECTOR OF s,an,u TRANSPORTATION� - nr SUP= /,0' MYi.RVMiSSJFRR�V'1I F-- 0 ' MICROFILM'-STATE OF CALIFORNIA` DEPARTMENT OF:TRANSPORTATION-MIC FILM CAL 1T-50'... ' ,' R- .:SCALE 1"-20r�' _ ,..A ,ll-`�NtCROFPLN"'. °":'=SC/1}• 1: �.Yj,+ . SCALE 1 50 SCALE x:: O 200 400 600 -,.,0._, ., - - 100 :�._.,..... 200 300. 100 300 500 700 50 50 SO Sp SJ SO 60 SO SO SO 10 20 30 40 60 70 80 '90 q 20 30 40 ,60 70 .SO 90:' q 20 30 40 610 . .,. ,,.,.s. ., .'..1. :I.1 ,1. .7..I.I.. ,1 I , 1 _-.1, _. I. I. I.' MICROFILM-STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATION-MICROFILM ' ' '-MICROFILM-STATE'OF':ALIFORNIA-DEPARTMENT,OF TRANSPORTATION-MICROFILM • " SCALE i'=10' or i'=100' SCALE ra 10' or I=100' SCALE`: 1"='40`: � SCALE 1°e 40' 0 50 100 150 0 300 600 10 20 30 40 60 70 80 90 IO 1. 20 30 10 ,r 100 200 400 - 500 20 `10-' 80 SO Y 40 80 80 20 10 80 BO 20 40 80 SO .20 i0 ,80 SO 20 40 80 :SO I 1 DIST,I COUNTY I ROUTETOTALT 410 ECT NOT SI EETS ` 081 SBBd �66 1 6—.6 - 6 1 17 --4FESSIOh X REGISTERED CIVIL ENGINEEffl C August 10, 1987 12137 PLANS APPROVAL DATE « A Exp.X31_69 ' CIVIL F OF, CAVFO� SUMMARY OF TRAFFIC STRIPE, PAVEMENT MARKING AND PAVEMENT MARKER REMOVAL REFLECTIVE PAVEMENT MARKERS DESCRIPTION LOCATION FACTOR SQ.FT. Type O Type D ROUTE 66 (Foothill Blvd) - West Rdbd. 0 740' 4" Dashed White Stripe 0.25' 185 15 > U1 144W 4" Dbl. Yellow Stripe 1.59' 223 10 o w 360' 4` Solid White Stripe 1.00' 360 (¢, 590' 4' Solid Yellow Stripe 1.00' 590 48 Uj 0 590' 4' Dashed Yellow Stripe 0.25' 148 12 x W 33W 8" Solid White Stripe 1.34' 442 13 THERMOPLASTIC INSTALLATION AND QUANTITY SUMMARY a 110' 8' Dashed White Stripe 0.50' 55 9 4'BRK4'SOLID e'SOLID REFLECTIVE PAVEMENT MARKERS 3 so. TYPE.IV(R) Arrow 40 sq. ft. 120 DETAIL DESCRIPTION LOCATION QUANTITY PAVT MARK STRIPE STPoPE STRIPE 2 ea- I TYPE'IV (L) Arrow 40 sq. ft. 80 NO. EA' SF (36-121 LF lF LF TYPE G TYPE D TRAFFIC STRIPING o r M ROUiE 66 (Foothill Blvd) - East Rdbd. p ( ) - West Roadbed 600 12 W CO m 12 4' Dashed White Stria Route 66 Foothill Blvd. <a o 860' 4' Dashed White Stripe 0.25' 215 17 32 Two-Way Left Tum Route 66 (Foothill Blvd.) - West Roadbed 590 590 28 UJ x 160' 4" Dbl. Yellow Stripe 1.59' 254 12 0 a-i 380' 4" Solid White Stripe 1.00' 380 38 Channelizing Una Route 66 (Foothill Blvd.) - West Roadbed 250 12 <LUEdgeline Route 66 (Foothill Blvd.) - West Roadbed 250 00 590' 4' Solid Yellow Stripe 1.00' 590 48Special Detail - S' Stp. Route 66 (Foothill Blvd.) - West Roadbed 250 40 590' 4" Dashed Yellow Stripe 0.25 148 12 12 4" Dashed White Stripe Route 66 (Foothill Blvd.) - East Roadbed 600 12 110' 8" Solid White Stripe 1.34' 147 4 32 Two - Way Left Tum Route 66 (Foothill Blvd.) - East Roadbed 590 590 2g 2 ea. TYPE IV (L)Arrow 40 aq. ft 80 38 Channelizing Line Route 66 (Foothill Blvd.) - East Roadbed 100 5 TOTAL 4017 58 142 Edgeline Route 66 (Foothill Blvd.) - East Roadbed 380 w x .. = N 21 4` Dbl. Yellow Stripe Turner Avenue - North Roadbed 400 aW 21 4' Dbl. Yellow Stripe Turner Avenue - South Roadbed 400 z J w m ' O PAVEMENT MARKINGS 0 U� cr 39 Limit Una Route 66 (Foothill Blvd.) - Both Roadbed 310 a I 22 Traffic Island Route 66 (Foothill Blvd.) - West Roadbed 780 40 "AHEAD" Route 66 (Foothill Blvd.) - FEBT 2 62 "SIGNAL" Route 66 (Foothill Blvd.) - FEBT 2 64 'AHEAD' Route 66 (Foothill Blvd.) - FWBT 2 62 "SIGNAL" Route 66 (Foothill Blvd.) - FWBT 2 64 22 Traffic Island Route 66 (Foothill Blvd.) - East Roadbed 780 39 Limit Una Tumor Avenue - Both Roadbeds 142 o `AHEAD" Turner Avenue - FNBT 1 31 cl I 4' ' $' I 4' I 4' I 4' I 4' I `SIGNAL' Tumor Avenue - FNBT 1 32 of 8' C EN "AHEAD" Turner Avenue - FWBT 1 31 x HI "SIGNAL' Tumor Avenue - FWBT 1 32 TYPE IV(R) Arrow Route 66 (Foothill Blvd)- FEBT 2 30 One-way uiear o U Reflective Marker TYPE EVIL) Arrow Route 66 (Foothill Blvd) -FEET I 15 z LLType G L TYPE IV(L) Arrow Route 66 (Foothill Blvd) - FWBT I 15 u Q TOTAL 2,450 2,380 2,610 600 81 96 SPECIAL DETAIL a E No Scale ; BUILT AS BUILT PLANS :T�:�. ��� Z +,^. .i.;;RELTIONS THIS SHEET 5-8a LL Contract No.G9•2q$Wy Date Completed 5.88 PAVEMENT. DELINEATION x o Document No. DETAILS AND OUANTITIES a , Scale: 1" = 20' y JyV' V' K PD— FOR REDUCED PLANS FORM DC-OE-92-PF(REV. 1/e6) ORIGINAL SCALE IS IN INCHES ! I I 3 CU 08-252 EA 298501 "a. 3 x I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN t y. UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMEN'O,CALIFORNIA PURSUANT TO 11 AUTHORIZATION BY THE DIRECTOR OF TRANSPORTATION SUPERVISOR ilY`, rss/�/� �'�n O � � •�•i/ MICROFILM SERYICES` a. SCALE 1"=50' MICROFILM-STATE Of QAUPORNIA'-OEPARTNENr�OF-:TRANSPORTATIM-.MICROFILM SCALE Imo"50• - '^ '„F - "SCAI:E I=20'`" `•� `MB YILTe"'STA, OALfMORRI)l _ T bF iRARSPbitTA'fl011=M1CR0F1YN'' SCALE""TI 20' � �., `yr�2 ... 0 200 400 600 0,-.... I00: `-..' -` - ' ., 200' 100 300 5001. 700 50 "50 S0 50 50 SO I SO 30 SO SO 10 20 30 40 60 7080 eJ b 20 30 40 SO 70 ,80 90 10 20 30 40 80 '70 80 -90 ,. MICROFILM-STATE OFCALIFORNIA-DEPARTMENTOFTRANSPORTATM-MICROFILM ' MICROFILM-STATE.OF CAUFORNIA�DEPARTMENT:OF TRANSPORTATION-MICROFILM SCALE i'=10 or i'=100 SCALE I=IO' or 1=100' SCALE" '1°x`40''. � SCALE -1'e 40' 0 50 100 1 0 0 `300 0 10 20 30 a0 80 70 1 . 80 90 10 20 30 40 - 100 200 400 - 500 - - - - '20 40"' 80 80 20 40 BO 80 20 40 80 80 20 aD 60 80 20 i0 BO 80 20 40 80 SO I I 1 ! I I I ` DIST..COUNTY ROUTE TOTAL PROJECT SNOT SHEETS A CRSP concreted rock slope protection N TO accompany plans doled AUgosl 10, 1987 08 sea 66 6.6 l0 17• AB aggregate base CSP corrugated steel pipe Ga g p p gage NB northbound ABBC asbestos bonded CSPA corrugated steel pipe arch GAL ,�T— QADFESS/Op,( g p p gallon No number CHIEF,OFF E OF PRO,.ECT ANNING AND DESIGN 4� bituminous coated CTB cement treated base GM REI IS7E D CIVIL ENGINEER 4Q X guide marker A.J.PHILLIPS T ABM air-blown mortar CTPB cement treated permeable base GR guard railing O No.13046 Abn abandon CTPM cement treated permeable material GSP pipe 3-18-86 E.P. 3.31.89 p galvanized steel I e Oblr obliterate PLANS APPROVAL DATES CIVIL Abut abutment Culv culvert OC overcrossing r9j OF CACFF�"�\P AC asphalt concrete CY cubic yard H OD outside diameter RSP rock slope protection Temp temporary AFES alternative flared end section H height OG original ground Rt right ahead D TG top of grate HD horizontal drain OGAC open graded asphalt concrete Rte route TP Adj adjust Dbl double Horiz horizontal OH overhead RW retaining wall TPB trea edne pole Alt alternate DD downd rP ain HP hinge point or horse power R/W right of way permeable AP alternative pipe Del delineators HW headwall base APC alternative pipe culvert Det detour or detail Hwy highway PAP perforated aluminum pipe S TPM treated AS aggregate subbase DI drainage inlet PB pull box SAE structure approach embankment permeable X Assv assembly Dia diameter PCC point of compound curve or Salv salvage material ATPS asphalt treated permeable base Dist distance Portland cement concrete Trans transition ATPM asphalt treated permeable material DMBB double metal beam barrier IB imported borrow SAPP structural aluminum plate pipe ID inside diameter PCP perforated concrete pipe SB southbound TS traffic signal Dwy driveway Ave avenue Dr drive Inv invert PCVC point of compound vertical curve SC sand cushion Typ typical B Irr irrigation ped pedestrian $_ station line Typ Sec typical section E Ped OC pedestrian overcrossing SCSP slotted corrugated steel pipe or BB beginning of bridge Ped UC pedestrian undercrossin U BC begin horizontal curve EA each p g sacked concrete slope protection Perm Mtl permeable material SD storm drain UC undercrossin BCR begin curb return Ease easement JP joint pole PG profile grade structural section drain UD underdrain g Beg begin EB end of bridge or eastbound JS junction structure ass Bit Ctd bituminous coated EC end horizontal curve it joint PI PL, P/L property line Sec section point of intersection subgrade drain UP underpass Bk back ECR end curb return � PL plate Sep separation VBkf backfill ED edge drain subgrade V design speed, _X Bldg building EDC edge drain cleanout L length PM post mile SG paving notch SG G shoulder valve Blvd boulevard EDO edge drain outlet LB pound POC . point on horizontal curve Sht sheet Var variable 11BM bench mark EDV edge drain vent LCB lean concrete base POT point on tangent SM selected material VC vertical curve (1)Br bridge Elev elevation LF linear foot POVC 0 BVC begin vertical curve Emb embankment Loc location PP power pole SPP slotted plastic pipe pipe I point on vertical curve Spec special VCP vitrified clay y BW barbed wire EP edge of pavement LOL layout line Eq equation Ln lane PPP perforated plastic pipe SOFT square foot Vert vertical o C ES edge of shoulder LS lump sum PPL preformed permeable liner SOYD square yard Via viaduct D CAA cable anchor assemblyLt left PRC point of reverse curve . SS slope stake ETW edge of traveled way V1/ PRF CAP corrugated aluminum pipe EVC end vertical curve pavement reinforcing fabric SSPA structural steel plate arch CAPA corrugated aluminum pipe arch EW endwall M PRVC point of reverse vertical,curve SSPP structural steel plate pipe WB westbound CAS construction area sign Exc excavation Max maximum PSP perforated steel pipe SSPPA structural steel plate-pipe arch WH weep hole C—C center to center Exist existing MB metal beam PVC polyvinyl chloride St street WM wire mesh Pvmt pavement STA, Sta station WSP welded steel X CF cubic foot Exp expressway MBB metal beam barrier Chnl channel Exp it expansion joint MBGR metal beam guard railing Std standard pipe p � g g R Str structure WV water valve CIDH cast-in-drilled-hole Med medianR raflillc Clirf• cilrfariny WW wing_ wall r Cir- ca5L iron pipe r MH manhole RCA reinforced concrete arch SW sidewalk or sound wall CIPCP cast-in-place concrete pipe F & C frame and cover MI mile(s) RCB reinforced concrete box Swr sewer X (L center line Fdn foundation Mkr marker RCP reinforced concrete pipe Xing crossing CL chain link FES flared end section MFBM thousand foot board measure RCPA reinforced concrete pipe arch T X Sac cross section Cl class FF filter fabric Min minimum R& D remove and dispose T semi-tangent Clr clear, clearance F & G frame and grate Misc. miscellaneous iron and steel Rd road TAB tablet REVISED STANDARD PLAN Co county FG finished grade I& S Reinf reinforced or reinforcingTBB thrie beam barrier RSP A-10A and RSP A-10B supersede COI column Misc miscellaneous Standard Plan A-10 dated July 1, 1984, FH fire hydrant Rel relocate Tbr timber on page 1 of the Standard Plans book Conc concrete FL flow line Mod modified or modify Ret retaining TC top of curb dated July 1984. X Cond conduit Fr Rd frontage road Mon monument RM road-mixed TCB traffic control box Conn connector Ft foot or feet MP metal plate RP reference point STATE OF CALIFORNIA Const construct(ion) Ftg footing MPGR metal plate guard railingRR railroad S B U 1 L T DEPARTMENT OF TRANSPORTATION Coord coordinateMR movement ratingeY .IF ,12"I' 1771 . Cr creek FWY freeway Mtl material R&S remove and salvage ABBREVIATIONS NO CORRECTIONS THIS SHEET S-8S RSP A-10A FOR REDUCEO %ANS 0 1 2 3 rnraoen+FPFY.R� ORIGINAL SCALE IS IN INCHES 1 I I 1 AS BUILT PLAINS Contract No G9.29_ Date Completed/ _5_ ____ i I t1EREDY CERTIFY THAT THIS IS A TRUE AND ACCURATC COPY OF THL ADOVL 00CLIVIT.A I l.1an(' Document Na--..v.. __�_. I •, UMDERY DRIECTIONANOCONTROL ON TH150AT61N 5ACRn,.!ENTO CALIFOIL`11A FUI,1U11111 AVTIIpRIZATION BY TN^_DIRECTOROF�T"RANSPORTATION .. ',Fc;;RiMFNT OF 'R.. ,,r, p,,r,,•}r IIH SL+:I.F I :r SCALE I" 2U I.RQROFILAA STAT OF CALIFORNIA-OEPARr;,1ENT OF TRGNSPQRiAAION-t,:ICROFILIA SCAT,L =20 o^v v 50 °.0 5D 200 54 .0 E0 30 .0 -1 10 00 JO -1 0 20 30 .0 GQ -.?0 EO SO 0 :0 SO •:0 f0 ]Q a0 ::•tld •� '.:i'.'.';le F•e,,. v SCALE I •IO MICROFILI•. SIATe.yi LALIFCPI1 ILR,,L-,,­.Ell' 01 IA 4�^ •15: IAC 0 IOD 2" 300 10 90 f,A 80 20 •:0 G0 RQ Z0 A 40 b0 20 •td r YQ <°Q AO FC •:0 f0 d0 DIST. COUNTY RWTE POST MILES SHEET TOTAL TOTAL PROJ TOPOGRAPHIC SYMBOLS To accompany plans doled August ECT NO. SHEETS 1987 08 SBd 66 6.6 II 17 Existing f=eatures CONSTRUCTION CHIEF, OF PROJECT ANNING AND DESIGN p REGISTERED CIVIL ENGINEER �Q`'• Fy Building ..J.PHI � z A ank AND CADASTRAL SYMBOLS � Fy,.13046 31.89 Spot Elevations PLANS APPROVAL DATE # Ezp.CIVIL Jj CIVIL -J Foundation or Ruin 123.4 (Taken at Decimal ''F Of cAuco��\a ---- Point) Surfaced Street, Channel �ot, or LOL Cent2rline Highway or Road Station LineI Structure (Bridge) CurbStream or River 9 260 1 Layout Line • � � �� _ = Gravel or Dirt Road �1���/ Body of Water Right of Way Line (Face of Wall - LOL Wall Drive or Walk ----- -- Flow • Trail ---- Depression C F Concrete Barrier Railroad Slope Lines �` °°'• Top of Cut Toe of Fill Marsh or Tidal Area AC Dike Bridge ..... OG Dike and Overside Drain Flood Channel -- _ _ nor Wash fOG Original Ground Line AC Overside Drain Downdrain — u Culvert and Headwalls Spring - Curb without Gutter —X X— ___x x- Fence and Gate Timber or Brush Area Curb with Gutter State or County C 3 C� - --F3- -� Chain Link Fence - Guard Railing Tree City Limits T T T T T T T T Guard Railing Ea Q o a National or State Forest or Park Boundary Lines -- D Chain Link Fence f f f Power Poles O p Orchard Township, Range, Grant O o p o p g X Other Fence ♦ • ♦ Other Poles Section or Fraction Subdivision > Culvert (36" or less I Vineyard in diameter) Pipe Inlet O FI Roadside Signs .l 77 Drainage Inlet 0 Hedge 3+21 Flared End Section Wall E Section Corner T Overhead Transmission Line Culvert (greater than 36" - - - -l-I- - - - -' (Tower Base to Scale) in diameter) Headwall Endwall --- ----� Ditch Flow Line HORIZONTAL AND VERTICAL CONTROL MONUMENTS UNDERGROUND UTILITIES e Horizontal Control Monument W W W Water REVISED STANDARD PLAN (2nd Order or Better) G - Gas RSP A-10A and RSP A-10B supersede Standard Plan A-10 dated July 1, 1984, ® Horizontal Control Monument and Bench Mark S--- -----S--- -- --S Sewer on page 1 of the Standard Plans book (2nd Order or Better) dated July 1984. E— -— -E - —-E Electric Horizontal Control Monument T—-------T—------- T Telephone (Third Order) GS----------GS----------GS Gasoline STATE OF CALIFORNIA AHorizontal Control Monument and Bench Mark0-- ---0-----0-----0 Oil DEPARTMENT OF TRANSPORTATION X (Third Order) TV-- ----TV------TV------TV Television AS BUILT SYMBOLS Bench Mark NO Gly1DjRECTIONS THIS SHEET S-$8 • RSP A-106 FOR REDUCED PLANS 0 1 2 $ qw PcoL.nwrm II.m ORIGINAL SCALE IS IN INCHES I I I I [AS BUILT PLANS tract No C9-_29'S%Oe Completed 5.$$-- IHCnE6Y CERTIFY THAT THIS ISA TnVE ANDACCURATE COPY OF TIIE ADOVL I1OCU'AD0 La,Fa: Document Na_,_ UNDEn 1Y DIRECTION AND CONT FIOL ON THIS DATE IN>ACPA•.'CNTO CALIFOIu iA lh luUFJi!I .TUTIIOn12ATIONUY THE DIREr.TOn Or TPANSPOnTATION 4/1 O! r;' ... 1 SCALE 20 MICROFILM.STATE OF CALIFORNIA-DEP-QThtENT Of TR]SOORIATIC!!-: I.IICROFIL, .. - ;.L r:IE I .,, v ;, I0C zee� l" ti y 10 9O :!G ,0 2 0 30 •10 60 10 V GG J :0 71, I I ( I SIS I I (D 3G .IO ,. ,.... _ e.. .._..•....•, ..r,,'.r." .-..,.I.. . x S{:.LF i': •1% lflf ROflLt. .,:AT. _. •.ALIf^PRI:. P•IR'MEN' J t..-Yt41> Ai...O..M .. is IDCT 0 IOD 2CO 300 •.d0 c L as •� na - .I. 'I fie ra 60 ` I +y'a DIST. COUNTY ROUTE POST MILES SHEET TOTAL. QpOFESS/Ory'l/ TOTAL PROF T NO. SHEETS To accompany plans dated August 10, 1987 QUO fyc 08 SBd ss a.s 12 17 v C.D.BARTELL Ey, * E"..12/31/86 » CHIEF.DIVISION OF TRAFFIC ENGINEERING x J}9l CIVIL a, REGISTERED CIVIL ENGINEER NO.10906' i CENTERLINES LANELINES F OF CPUEOR (2 LANE HIGHWAYS) (MULTILANE HIGHWAYS) DATE APPROVED 2-27-86 NO PASSING ZONES - ONE DIRECTION I DETAIL 1 17- Wo n�.�©�I DETAIL 8 17'—.L7' I. "� -►�. 7'-•I.--17'—•1. 7'.4-17 .1.-7-44 DETAIL 15 DETAIL 2 ., 4a ~© iT © �'-© 81/9 T 8'/i® Ir -.► DETAIL 9 a8' x ­0avi •L0• n=a�8199 DETAIL 16 0 v all 24' 24' DETAIL 3 � ~ a8' © © 0 D © 4-1. 8=.1 4:1.4'{._8' .la 24' DETAIL 10 0 000 0 000 O 48 DETAIL I7 0000003000000 DETAIL 4 8�- . 8' -1. 1s—.;r 'a 8• , 8' -0I 4• ae' m 000 000 0 8'-•10 8'--1- -16'- -41 .♦ �I 4-I. © 0 0 © 0 0 0 © 4-4-12' 3s• DETAIL 11 DETAIL 18 DETAIL 5 ~ 2' -I. 36' I 12=•I '. 00 ♦'G.-12' .I - -36'- -x ©�---18' � 12' r�� 18' _.I W DETAIL 6 ' Olt DETAIL 12 DETAIL as48 19 ~©1IN 8 ©- 18' 13 12 18' .y 1 24' f1• 24' a' D -•► �► m 1i q OIV 48' W F 16'—+fes-12' ale 18': D DETAIL 7 48' DETAIL 13 DETAIL 20 © 000 O Of Q ♦, 0 0 0 0 0 0 © 0 0 0 0 0 48 --oj 4' © 0000 O 18 + •I- 1a 4'If 0.63•-0.80--101 0000 MARKER W LEGEND DETAILS '�4NO PASSING ZONES -TWO DIRECTION F MARKERS o DETAIL 14 �- z NOQ O TYPE A White Non-reflective ❑ t4, DETAIL 21 J ygo TYPE AY Yellow Nan-reflective Reflective Face �� � y 6-12 .4 io ++� �- amo I�-121 I p aNz ® TYPE C Red-clear Reflective TYPE A&TYPE AY ® 0000 ® 0000 ® 0000 ® a.Q �O 44•0 2a© Q Qa= �► �4'�' ® TYPE DTwo-way Yellow Reflective 4.00" 4.�" n Q �oLL =0.125 ( DETAIL 14 DETAIL 22 � TYPE GOne-way Clear Reflective o�-o.7s• �I o:ao•-o.7s• QaM ® TYPE H One-way Yellow Reflective t .r p' 0 ©T p 120 Naz -► -♦ w Ir ..► -► 1) a a N c LINES b " J -' ~ -► 24' X+Ir24' > o&Wm * 144' 1/2 MI. 144' 1/2 MI. 144 300'- 4" ♦� 0 0 0 0 0 [3 0 0 0 0 0 0 ¢~oma 0 White DETAIL 13 DETAIL 13 DETAIL 13 DETAIL 13 DETAIL 23 El 0 0 0 0 0 0 0 0 0 0 0 ©T_ 4" Yellow TYPE C&TYPE D TYPE G&TYPE H -.6. 4111111 Direction of Travel NOTES: 1.Minimum Projected Area of PAVEMENT MARKERS AND TRAFFIC LINES No Reflective Face=1.00 Square Inch STATE OF CALIFORNIA TYPICAL DETAILS Scale Reflective Marker Need Not Be Rectangular DEPARTMENT OF TRANSPORTATION RSP A20-A Fol DCOE-92•FF -... AS BUILT PLANS ' Contract No 4 F_..__. G9-2K9J �. Date Completed�!_�.�_ I wEREDY DIRTIFY TIAT CONTROL A L 01 AND 1OA11 IN 1A COPY OF THE ABO�L1101 1.IIU`.1G\1 I:•I r. UND[Rl,1Y OIFi[CTION AND CQVTItDL ON T111:UATE IN$1CRA:'ENTO ClUF01L+:v1 AUFt:U•><:I I !L1 AuDiOnIZA11ON BY THE DIRECTOROF TRANSPORTATION Document No.__-_ 1 �.�_ u.. ..._......� IAICROFILLI-STATE OF CALIFORNIA-DEPARTMENT OF TRr.SPORT.T0IR ',1ICFOFILII, '>Cf.4.E I�: J Sf A4E I..,26 Stn;.t ^.',2C� 5D leo DO �O :0 34 •110 ut IU 810 mu 0 20 30 n0 GO ?J NO S3 O .O 3L ) I.WTOPRI:.-iLP.ir?PME/i' I. -,:,, � _-GT•r, :v..,: IGo e sc::LE IOJ 20 goo D zo no -1 o ea as •10 oD Rn -,1. 11 ao eD ?D nD -I o rR •:n sa eo nD DIST. COUNTY ROUTE POST tAILES SHEET TOTAL To accompany plans dated August 10, 1987 TOTAL PR ESCT No. SHEETS 08 SBd 66 6.6 1 13 1 17 LEFT-•EDGELINES MEDIAN ISLANDS 0 CHIEF;DIVISION OF TRAFFIC ENGINEERING REGISTERED CIVIL ENGINEER NO.,0996 v C.D.BARTFLL t� I �Di _lied Highways) .�. � A s+ DATE APPROVED 227-86 * E,12/31/86 DETAIL 24 DETAIL 2B 2' in sl4jF°�A"`��! ' Edge of traveled wmay TWO-WAY LEFT TURN LANES ; -t DETAIL 31 DETAIL-25 V•. Edge of traveled way f+--12'-61 6 12' -t- 36' -►I 10'-12'+ QETAiI,�QSA '� �3•. DETAIL 29 2' minimum . In 24'--1.-24' Edge of traveled way � DETAIL 32 241—y+-24' 24'—.}.-24' -24'—pie 24'--0I 1- i ®12" Edge of traveled way 24' 24' 1$'—+I•-12'--�r� 36' -r-12 - --36' p12'-��18'� 10'-12'1 3, �a d 3" DETAIL 30 2' minimum ... � �- �'� s- ���,. •• 3i.,• DETAIL33 D Edge of traveled way O r< '... .. i.� 48' +I �-� 24' 24—98'-24'--�{�►--24' 24' Old 24' 0 ii M Goo a, T EDGELINES 10'-,2'+ ,,Edge of travel way -40- 1. 96, .4 DETAIL 27A T y AS BUILT PLANS INTERSECTION TREATMENTSContracNo.D5a0pETAIL27I Edge oftraveled"way Date Completed -r• !6L_ Document No.— ! DETAIL 35 ' 24' 24'— t*--24' 3'1 e msnxm Rsa Pwv 8�/p ���ova�oa �/�sg «I ® ® •® a I IQQQ a noon09. o9s,. _ JOE r 13� -9 1 +�8 7'�I�Slh048'/s'1. 3.. LEGEND -►2 �_241x -24'- =24'--.1 , . MARKERS<<. DETAIL 35A s O TYPE A White Nongeflective ® TYPE D Two-way Yellow Reflective ~ s l.•-17'=+1 3- ® TYPE AY 1je11oNt Noilt•;gfiective 0 TYPE G One-way Clear Reflective E erg r ® TYPE CRed-clw Reflective ® TYPE H One-way Yellow Reflective STATE OF CALIFORNIA s tip- A S B UIyL T � DEPARTMENT OF TRANSPORTATION LINES No CORRECTIONS THIS sHgEr REVISED STANDARD PLAN 4"white --4— Direction of Travel RSP A20-A,RSP A20-8,AND RSP A20-C SUPERSEDE PAVEMENT IRKERAND TRAFFIC LINES STANDARD PLANS A20-A ANDA NDA DATED JULY 1,1984 / 4"Yellow No Scale JU PAGES 2 AND 3 OF THE STANDARD PLANS BOOK DATEtO _ 1 1 JULY,1984- I TYPICAL DETAILS RSP A20—B I IIEREDY CERTIFY TI1T TI'IIS IS n TRUC AND ACCUFA TE COPY 06 TI+E ADOA•L 11OW.-U41 I-LF: •` UNDEFI IJY D nECTION ANO CQNTROL ON TII13 DATE IN SACT W111O 61L 1OIL"%•i'Uf U1S+J 1 AU7„OR12ATION13Y THE D�.n*'E_CTOROF 714\NSFORTATIONI i ". •-'... .__IMi 1101 $C+:t b. I �J SCALE I• 70 lAICROFILfA-STAFF OF CALIiORNIA-OEP.I4ifAENi OF;RAASPORFAi10R-IAICPOi,L1A SCA:L �=2E} 1,0V :4 ICC 30 2C0 74 .1 20 3i .IO uU 'i 90 0 20 3i •'+0 '1 i0 90 SI •0 '0 30 d0 FO -1 i _.... ..m.. !., ::.fie a .'�i.••. AA;.I .,.: . ,f..' SCC-LE C. 40 .` Iv IDG 26 - i00Iso L � .. ?0 40 60 80 TO eU 10 61 :0 40 (•U b0 TO 4U XlY C0 ;p :] t0 d4 ' DIST. COUNTY ROUTE POST MILES SHEET TOTAL AU USI 1 O 198 TOTAL PROJECT NO. SHEETS To accompany plans dated a os Sad ss 6.6 14 17 QgOFESS/Opq/ DETAIL 36-Exit Ramp Neutral Area (Gore) Treatment CHIEF.DIVISION OF TRAFFIC ENGINEERING DETAIL 38-Channelizing Line REGISTERED CIVIL ENGINEER NO.10366 v C.D.BARTELL N., 10995 p DATE APPROVED 2-27-86 E�.12/31/8a 1' Edge Of Traveled Way(Mainline) 8"White Line 24 2" s, CIVIL v Of-CAVEO�P v a a o 1:27ALB 1 01 RECESS DETAIL FOR 28"white Line I• 24' " ! REFLECTIVE PAVEMENT MARKER _-�24' 0�' Through Traffic —► 9/16"-5is•• 2" --------------- etail 25A �2• ,•� O �� SECTION X-X REFLECTIVE PAVEMENT DETAIL 39-Crosswalk And Limit Line MARKER IN RECESS O X X Edge Of Traveled Way(Ramp) 12"White Line . �� 1�2����a vz..±va• PLAN tONE-WAY TRAFFIC DETAIL 36A-Entrance Ramp Neutral Area (Gore) Treatment (TYPE 1) --► Edge Of Traveled Way(Mainline) DETAIL 39A-Crosswalk I � 12"Yellow Line �2•--.1.-1-4- 2' -p See Details 27A,6 """ """ REFLECTIVE PAVEMENT 6' f SECTION X-X MARKER IN RECESS N See Detail 8 - - 0 8"White Line (Type A Markers Optional) T-4 vz••±va•. O Edge Of Traveled Way(Ramp) �O Z4 PLAN a r TWO-WAY TRAFFIC � A S B U I LT PLANS (TYPE 21 REFLECTIVE PAVEMENT MARKER See Detail 25A 2L� FOR RECESSED INSTALLATION Contract No f =LK ,,}} 1 leted j� --- ® 0.40 MI,.��,Q'IU.,YS-�, 0.44 MInIF,.U.U.,tS-­, Dale Comp REFLECTIVE FACE O,A'T� 0,11- -e AA oDocument a' �_ NOTE:EEE TYPICAL DETAILS FOR s Y s q u MARKER PATTERN.DETAIL i, e;16 a ai ILII RlOUIRES A TYPE Z RECESS. DETAIL 37-Lane Drop at Exit Ramps TYPE C♦TYPE D TYPE D♦TYPE H 90, X300, LEGEND I Repeat at 1/2 mile intervals wA A DIlCDC ' —► �-30' 30' 30' 30' 6''{� ' { See Detail 36 O^SIl TYPE A White Non-reflective TYPE D Two-way Yellow Reflective 6'-f•3'Tl 2'-3'1-6'• I I0 24'�oil 01 o Q TYPE AY Yellow Non-reflective [I TYPE G One-way Clear Reflective E::] 8 1= U 9 E::] ® E:1 ® 0 ® ® TYPE C Red-clear Reflective ® TYPE H One-way Yellow Reflective A S B U 1 L T i— v T v a , 8"White Line -.0— Direction of Travel 6Y _,. LINES No Scale NO CORRECTIONS THIS SHEET S'$S DETAIL 37A Repeat at 1/2 mile intervals 300' 4"White 0 REVISED STANDARD PLAN ---NIP- —30' 30' —30' 30' 6'13,x, 24'- 4"Yellow RSP A20-A,RSP A20-B,AND RSP A20-C SUPERSEDE P I I STANDARD PLANS A20-A AND A20-B DATED JULY 1,1984, 4 I :_6'-r3'-r12'*I3'�6' �Q'r ` ON N4PATEESS2 AND 3 OF THE STANDARD PLANS BOOK DATED 88 8111 88 88 ® 88 88 ® 88 88 ® 88 88 ® 88 98888888�81 PAVEMENT MARKERS AND TRAFFIC LINES STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TYPICAL DETAILS RSP A20—C • I11MEDY CERTIFY TIfAT TIIIS ISA TRUC AND ACCURATE COPY OF TIAL ADOVL 11000-.'OJI I I .r. UNDEn 11Y DIRECTION AND CONT ROL ON TI'll UAT III SACRII1110 CIL'1011.11 1 '1 AUTI,OR12ATIONUY TRE DR+ECTOROF TnANeFonTATcON i -, r.>RTMEni OF 'R M1.I,P.r II[: .Cr,IE I 1.r St,TILE I 70 l.IiCROFILfA-STffE OF CALIFORNIA-OEP.IRTI.IFNi OF tgtlfSPOR,A,10N-IAICROPILiA SCne.L I-20 ccc r,;A; v _0 pec 5D Zee 3e,^ S0 rU e0 10 od -1 ]10 a0 3tr 0 20 30 •,0 CO ?0 50 'r -0 .b !O ..,,a v0 7 0 d0 0J i i.•j A 'FGF Rt: tilt .P A.TAf-r,• 01 - ^. N .•i to FO'alt .. w.•. v A'A I.^,0 0 IOD 2.,G 300 20 .10 CTT 60 !Q •:O -10 aJ •:0 40 c I I 5/15"hex.head bolt with flat washers,fiber Y 01ST COUNTY ROUTE OST MILE Sheet No.Total wosher, nut and jam nut. 1 TO ACCOMPANY PLANS DATED August 10, 1987 Off SBd 66 3.6 15 17 I x I x /8 brace. Required for unbalanced QRoffssToryq� y signs greater than 36"width. Wood block - I"x4"x0'-6" for 24"-36" width signs 1 18' or more ,moo 3"'0" /// I I/2'x4"x0'-6" for 37"-54" width signs in depth. '.Q 35/" 2'4�4" 35/Q'/ No blocks on signs less than 18" in depth. 4 �/ J.E.Roberta ? I Bend See Note 2. CI ief•Office of Structure eS ign No. 11428 A yy Bend � /: _ Registered Civil Engineer * E,p.12-31-88 4�! MarCIVIL gyp. --- _ "/ I_— M !L1 Date APProved AJF Of CklXf O SECTION B-B SECTION C-C SECTION D- D POST SPACING TABLE SIGN PANEL SIGN PANEL POST j LENGTH OVERHANG SPACING r , 13/12=8" c to c � �in angle only�'4"X %"Slot Max.width rectangular sign=54" 'Ae ..B 11 „C" Max. diamond 4'-8",51-011a 5'-6" 7",9" a 1?-" 3'-6" 6'-0"a e-611 12"a 1`51' 4'-0" ------- t ------ Attach sign to post �•0 holes -- -- - ----- °' with bolts of top 7'-O"a 7'-6" 15"a 18" 4'-6" 3 Ir4"hex.head bdtwith flat ° " " E t__i centerond bottom } f 81-0 181 5-O washers,fiber wosher, ° s____-;o ----s, „ tock washer and nut. S �_ L _� ;_�---- 8'-6 20'1 5'-211 I — 9'_On 2211 51_411 Nail block to post at 1 01 9'-611 23" 5'-8" --------- - - - ' a-----1 o F-- o mid-depth of sign ii i.I Sign panel !' - 10. -0.. 2411 6'-0" 101-611 2411 6'_611 I I'-011,I I'-6"a 12'-0" 241',27'1 a 30" 7'-0" UNBALANCED BALANCED END VIEW BALANCED Post Embedment 12'-611 301' V-6" PostE" 13'-0" 30" 8'-0'" (n Size " 13'-6"a 14'-6" 30"8t 36" 8'-6" SINGLE POST INSTALLATION 2-11 " J 4"x4"Post I'-I'/z" �/I7/s" 1'-1"/2" 2'/e" 4 x 4 3.5' 14'-011& 151-01' 30"a 36" 9'-0" (n 4 z6 Post -2 ye 1-0 2/e't-0/z 4"x 6" 4.5' 15'-65ll a 16'-01' 36"a 39'1 9'-6" '7T-- I 6"x 6" 5.0' 16 -6 3911 101-011 N Edi M O 6"x 8" 6.0' 17'-0"a 17'-6" 39"& 42" 10'-611 � PLAN 18'-O"a 18'-6" 4211 a 45" Il.-O., (A 3/8"0 hole for 5/16" hex, hd. bolt with flat washers,fiber washer 19'-0" 4511 II'-6" Strip 101'16 nut and jam nut 19'-611& 20'-0" 45"a 4811 12'-011 "A" Length of sign panel _ —f i " 3/8"x 13/4" slot for 20'-611& 21'-0° 4811& 51" 12'-6" "B"."C" Post spacing "611 —��/16 /a" hex. hd. bolt with 21'- 6" 51" 13'-011 ELEVATION flat woshers,fiber washers, OveThong Overhang lock washer and' nut 22 011& 22 6" 51"8 54" 131-0. Detail"A' 23'-0" 54" 14'-0° BACK BRACE DETAILS 23'-6'a 24'-0" 5411a 5711 14'-6" i 1/2" he;,hd bolt with flat L (See Note 2) NOTES: a= _ T-� Approx.'l3ponel - t woshers,nut and jam nut. I height r-- 1 . Place long dimension of post cross section normal to sign axis. m - Brace each post. 2""x 6"for brece 2. Balanced single post installations of unframed single sheet aluminum panel ` Hex.head bolt signs shall hove blocks if 18"or more in depth and'a combination of blocks 1� length 8'or less. 4 x 6`for brace ( .N 9 p 21/, holes for •I _, __ J {:y `�lenoth over 8' Iona. \ � and back braces if 18" or more in.depth and 34" or more in width. Sign 6"x 8'post Post It Panel bolts — punei5 ie55 iilurl io' in uepiil ung JY ur liule iii wiuiii Siluii iluvc uu n 2"holes for Post`. braces only. -[:I 6"x6"post---,, ;---Some as above bolts 3. For post size see sign layout, format or quantity sheets. tO �v Flat wosher 4. Balanced single post installations of Laminated Panel and Framed single Flat wosher,nut sheet panel signs require bock braces when 3411 or more in width. I. o ^� Fiber was her and jam nut 5• Breakaway feature for single post installation shall be the some as the wI Li 6"X 6" breokowoy feature shown for the two post installation. EJ BREAKAWAY FEATURE STATE OF CALIFORNIA Some as above bolt A_S B U I L T Note: Boit hole out is dependent on type Drill 21/2" holes in 6"x 8" DEPARTMENT OF TRANSPORTATION of panel. Drill holes In post to match post and 2"holes in 6"x 611 oast. ELEVATION panel furnished. END VIEW Orient hole axis parallel to axis REVISED STANDARD PLAN eYs-a$ of sign. RSP S42-15 SUPERSEDES STANDARD PLAN S42-15 DATED JULY 1, 1984,No CORRECTIONS THIS SHEET (See note below). DETAIL - A ON PAGE 191 OF THE STANDARD PLANS BOOK DATED JULY, 1984. TWO POST INSTALLATION Note: Use brace only when specified � ROADSIDE SIGN on sign format sheet 5/ J/ ie` biometer for single sheet aluminum panel signs. WOOD POSTS 3/e " Diameter for laminated panel signs or dll!!( framed single sheet aluminum panel signs TYPICAL INSTALLATION DETAILS NO. 2 FRSP S 42-15 AS BUILT PLANS Contract No (A-2`UO0( I 111EREDY CERTIFY TWIT 7HIS IS A TRUE AND ACCURATE COPY or THE ABOVE.ROCU`MI I:.n Er: Date Completed 5_ _____ UNOERMY DIRECTION ANDCO.NTROL ONTII"sDATE INSACRAMEMO CAL11010:11 PUn-At"II AUTHORIZATION BY THE DIRECTORor TRANSPORTATIONf Document No f�.... „FAeiNrf:'Of '4".. _ •, 11 P0[11 11 ;LRI.f " 50 SCALE 1"`.20 MICROFILM-STATE OF CALIFORNIA-DEPpRTfAf DEPARTMENT OF 1RA1:5PPRIAf10y-"AILROFILIA SEAn.l. -20C- °C'0 1Lfd v 50 IOC 50 200 30i 'l 20 30 •10 t0 TP 90 90 •0 20 30 a0 ea Y0 eO •10 -'0 30 1" c0 !0 bD 1 ._.... ...�.— ` CA IFOF�IFL r_"a TA1Er.' Ot v:�.nC4.>.., to✓.For..�tA ....r... .._. ..,1 -� --I^•, .:v:.1 ...:. .. 1;.^, SCr.LE � "4 M�TROF1Lr: 5"A T.`;r .. ;a 300 110 O 100 200 ?10 0 :o •m er nr I 1 !0 .0 60 e0 Y0 A "0 80 0 1O )0 0 •IJ 0111 1 I I I I I I I vl I i rl I I I I I DIST. COUNTY ROUTE POST MILES SHEET TOTAL To accompany plans dated August 10, 1987 TOTAL PROJECT NO. I SHEETS 08 SBd 7'-3„ 66 6.6 16 17 IE 8'-0" >•I I� 9'-0" ►•I � _I 1 - G L-�`s�� QpOFESS/ON CMEF,DIVfS1pN OF TRA IC�F7OIN�tlNG '� x REGISTERED CIVIL ENGINEER 7 95 NO. 06 c C.O.BARTEL ORUOTy6,1 L?, A DATE APPROVED J 6,19$6 N, 10995 1 s�9r CIVIL 1 i i � C c ! _ \ ✓ I� t0 I rn n 1',0" I to x I 4 I . I o t { tl I iD o N 1 I 12 INCH GF IDI I c A=33 SQ. FT. A=27 SQ.FT. 12 INCH GRID TYPE V ARROW m —►I12"��— TYPE VII (L) ARROW WRONG WAY ARROW ' A-36 SQ. FT. (FOR TYPE VII(R)ARROW USE MIRROR IMAGE) _ y 'S" TYPE VIII ARROW 1 �" AS BUILT � PLANS -- - z 12 INCH GRID Contract No.l/J D_z�� Oil A=70 SQ.FT. Date Completed 5--19 RAILROAD CROSSING S fMBOL Document No._. � N 4 0 L U 12 INCH GRID I 4p ► 20D i0011— 6'-0" A=42 SQ.FT. x TYPE VII ARROW 1 I O I .I• n73i i'L%N�L unv�nnnv7r 'o ro (FOR LEFT LANE USE MIRROR IMAGE) BAS� BUILT 1 _ _ { NO CORRECTIONS THIS SHEEF S-a 8 12 INCH GRIDI 6 INCH GRID 72 INCH GRID 6-INCH GRID I 12 INCH GRID — 39'-0 ' 1112"1 43.5" —• 44 I12"Imo— STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION x A=11 SQ. FT. A=14 SQ. FT. A=4 SQ; FT. A=7 SQ.FT. A=15 SQ.FT. DIAMOND SYMBOL TYPE 1 (10) ARROW HANDICAPPED PARKING SYMBOL BIKE SYMBOL TYPE IV (L) ARROW PAVEMENT MARKINGS, MINOR VARIATIONS IN DIMENSIONS (FOR TYPE a(R)ARROW,USE MIRROR IMAGE) ARROWS AND SYMBOLS MAY BE ACCEPTED BY THE ENGINEER.A NSP A-Z4B iryl+ "It-CED PLANSO i 2 + .FORM DC-OE-02-PF(REV. 10/86) r+RR.11+A1 SCALE IS IN LACHES 1 1 1 I HCREUV CERTIFY TINT TIRS ISA TRUL AND ACCURATC COPY OF T,IL AUOvL I,OCU%-UA •„ UNDERl.IV OIRCCTIONANDCO.VTl10LONTI,11-'L INSAC11"XITO LAW 0"',',',PUII:U•V::1. AUTHORI2ATION DY NIC DIRECTOROF 7FU\NSM I:TATION 4/1 i i AwiMEt:'Or ff SOILS I'-PQ AIICROFILlA-STATE OF CALIFORNIA-DEPARTMENT OF T4AASPORid1�CN-'fILPOfILIf 4L A3., '=2.n. I X.CT to 246 zY... )' I .1 i0 '0 r T d3 .t p 20 SO %C CO f4 e0 55 0 :0 it •:J ._.._. ._. ..e.. �:,•:t r.-'.1 ,;,•I;• a". 5;.:.LE A'ItiROF I.! f.F• } .�. ,i i7 1t.f...RfRA AIS':' O .AiFtw• A.:cO...fA _ , ' 156 6 IDD 2JD 300 ;, .... _._. 21D .O -1 O O 0 fb .+0 u0 80 ••0 UD h0 1 -,0 .10 n0 AT�^ I DIST. COUNTY ROUTE POST MILES SHEET TOTAL August 17 1987 TOTAL PROJECT NO. SHEETS To accompany plans dated 9 + I OS SBd66 1 6.6 17 17. � QgOfESS/OryA/ CHIEF, (VISION OF TRAFFIC ENGINEERING 40 F d I REGISTERED CIVIL ENGINEER NO.10695 ,`Q yc _ _ _ _ _ _ _ ( � t ... � — 0995ELL p APPROVED_ J UOfy 6, 1.y On 198 6 _ I 11 J' CIVIL 1 _l- - , I " I ' 10, _. 4" 4" 4" 4" A=43 SQ. FT. A=42 SQ. FT. A=24 SQ. FT. A=23 SQ, FT. A=19 SQ. FT. I I x 11 A 8„ 8„ y G j A=20 SQ. FT. 4 A=22 SQ. FT. 4 " I 1 I k I. x p MIN I —x-------- �.. - - ! g _ " _ 4 .4. 4„ 4„ 4" A=35 SQ. FT. A=31 SQ. FT. A=24 SQ. FT. A=26 SQ. FT. A=21 SQ. FT. II I A 4" I 4" ®- 2" 2•• IV A=5 SQ. FT. A=6 SQ. FT. . . . . . . . . . . . . . . . - - -- - -- - I 9 I • I � I lil ! I ' _I L I , I , Ht -�- 00 I I tl 'ffi . _4'" I 8" � 1. 8" 8„ I I-4 8,f I 1=F`1' g , -- -- - 2„ 4' 4„ 4„ 4,, p "i A=10 SQ. FT. A=32 SQ. FT. A=19 SQ.FT. A=26 SQ. FT. A=18 SQ. FT. I. 4„ < m Z NOPE: A=22 SQ.FT. (7) IFA MESSAGE CONSISTS OF MORE THAN ONE WORD,IT SHOULD (3) MINOR VARIATIONS IN DIMENSIONS MAY BE ACCEPTED BY THE ENGINEER. WORD MARKINGS STATE OF CALIFORNIA � READ"UP`,I.E.,THE FIRST WORD SHOULD BE NEAREST THE DRIVER. ITEM SO.FT. ITEM SO.FT. ITEM SO.FT. ITEM SO. FT. DEPARTMENT OF TRANSPORTATION (4) ALL LETTERS SHOULD BE IN CONFORMANCE WITH THE"STANDARD XING 21 BUS 20 BIKE 5 PED 18 x (2) THE SPACE BETWEEN WORDS SHOULD BE AT LEAST FOUR TIMES 'ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS"PRINTED AHEAD 31 SCHOOL 35' SLOW 23 COMPACT 10 PAVEMENT MARKINGS THE HEIGHT OF THE CHARACTERS FOR LOW SPEED ROADS,BUT BY U.S.DEPARTMENT OF TRANSPORTATION. / t ONLY 22 SIGNAL 32 STOP 22 RUNAWAY 43 NOT MORE THAN TEN TIMES THE HEIGHT OF THE CHARACTERS. THE SPACE MAY BE REDUCED APPROPRIATELY WHERE THERE IS (5) PORTIONS OF A LETTER,NUMBER OR SYMBOL MAY BE SEPARATED BY LANE 6 TURN 24 LEFT 19 VEHICLES 42 WORDS LIMITED SPACE BECAUSE OF LOCAL CONDITIONS. CONNECTING SEGMENTS NOT TO EXCEED 2" IN WIDTH. RIGHT 26 HERE 26 WAIT 19 YIELD 24 NSP A-24C I ,' MIA-1. 0 1 2 3 . 10185) :I+I(,P+A( S(,ALf IS IN II:LHES I I I I I r FDocument ILT PLANS o 071-29gOy leted 5_$$ ° I RICREGY CERTIFY TFIAT TII6S A WILL AND ACCURATE COPY OF TtL ADOVLI+OCUU I._(•: UNDER:.IYDIRELTION AND CONT110LON TRISDAI L IN SACRAMENTO C\Lf01-A fq UL INa_ — AUTIIORIZATON DY TInE DIRECTOR Of TRANS/PORTATION ILI 4/1 .. ,.-.:RIM:N;OF '4•'. t_ _. mE;;I.F 0 ',,:ALE lO MICROfILFA-SPATE Of CALIFOPlRA-OEPAPTfAf NT OF:RAN50pR1A1'01-.1+CPOFILU SC;}y-. y Zr; 200 •10 T 10 Y SLS 0 20 30 •%0 GP TO H0 i5 0 .`0 Ji •:J o, fr. ,s. ate, ?iE, `i° Sip i t l i I I I I i i 1 I 1 I 1 � I I I i l 300 00 ..f.. ..... :..•t _ ':.I'•. ::{:..•I SC::LE I �,j 5.'ROf If: PT. '. t.. f.4!_ i'ri' ,7e A RAf. e0 _LI . , 10 .IO 60 69 1 M •i0 00 iU " I D 1..0 i0 I 10 ,U ,