The URL can be used to link to this page

Home My WebLink About399704INDEX OF SHEETS Sheet No. I Title and Location Map 2 Typical Croc:. Section " 3-4 Standard Plans List " 5 Construction Details 6 Construction Area Signs " 7 Summary of Quantities STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY IN UPLAND AND RANCHO CUCAMONGA FROM 0.3 MILE EAST- OF MOUNTAIN AVENUE TO 0.1 MILE WEST OF VINEYARD AVENUE BEGIN CONSTRUCTION STA "D" 116+55 PM 2.0 Begin Work Co 0 STA "n" 109+05 0 UPLAND U-1 >1 i wI Q�yeFESS/°N i 16TH ST j w ST rn F Z ~O I J /0 a Plons Approvol Doig / U z a w W a a D (5/Z z w V) O N z O o Z� Fc ontract No. 08 -399704 7 w CO F V).s 1 FOOTHILL UX o !V) / ARROW ROUTE i i SPT ai i w > w > i i Q ! a I OF - F ! N I Zi / > a V)i ! Z� UJ I— Z z m! ! 0 ui U ` I i MONTCLAIR , The Contractor shall possess the Class (or classes) of license as specified in the ''Notice to Contractors''. To be supplemented by Standard Pions dated July, 1992 "A" 60+48 BK= "A'60+90 AHD "D" 215+20 BK= "A" 2+22 AHD 00THILL Co 0 0 UPLAND U-1 >1 wI Q�yeFESS/°N w ST > O w IH a ST rn F Z ~O I J O 0 Plons Approvol Doig t-- z z a w W a a D z w D v O N lel o Fc ontract No. 08 -399704 Iii o c BL 1 FOOTHILL UX ROUTE 66 ARROW ROUTE CO. I SPT CO. w > Q W w Q ROUTE 10 JDZ ------ ---- — m O 0 — o N J z Z U Z O w ONTARIO I NE �! LU v J �,o END CONSTRUCTION 1S T A ,� A„ 6 2-+-27f1�f v5.0 cEnd Work > / s -m DYE / a , 4 Z >RANCHO CUCAMONGA rFOOTHILL BL i i �- w � I_Q i>------------------------ X0 IMIT I W t, > � G NO SCALE FOR REDUCED PLANS o 0 a r w Z r I ) I ST COUNTY I ST MILE TOTAL PROJECT SiiE TT �S—° ETA 08 1 SBd 66 —1— 2.0/5.0 1 1 1 7 LOCATION MAP AST UPLAND UPLc G 'AMONGA GV RF OW 2 3 1 USERNAME _> tome Co 0 0 m o Q�yeFESS/°N AHMEO o m Project Engineer rc NO• 48097 A o Registered Civil Engineer ExD.6/3O/96 ° F Sr4 CIVIL N\p °F if� ~O I J CAL December 6, 1993 ° Plons Approvol Doig w z 0 c v° O lel �G Fc ontract No. 08 -399704 Iii o c 1 NOTE: I. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN STANDARD SPECIFICATIONS. 2. AT AC PLACEMENT LIMITS, FINISHED GRADE MUST MATCH EXISTING PAVEMENT. 3. SEE 'TYPICAL INTERSECTION AND WORK LIMIT' DETAIL' FOR WORK LIMITS AROUND INTERSECTIONS 4. ACTUAL LIMITS OF WORK SHALL BE DETERMINED BY THE ENGINEER. ABBREVIATIONS: RAC - RECYCLED ASPHALT CONCRETE WEST BOUND i I rVARIES 2 1 one " I I one VAR I ES - _.._...... ..... _._.........._................ EXISTING AC PAVEMENT EAST BOUND # I Ione 2 I one VAR I ES 0. 5' i I 0.25' RECLAIM AC 0.25' RAC STA " D" 1 16+55 TO STA " D" 125+64 STA "D" 130+94 TO STA " D" 154+57 STA " D" 1 59+ 1 7 TO STA " D" 163+93 STA " D" 170+78 TO STA " D" 176+24 STA " D" 180+39 TO STA " D" 183+54-, EHC-.� .- -bFccT- -t� WEST BOUND VARIES I 2 Ione tt 1 lone I i I i VARIES -_........ .........._......_................__-_ . LXISTING AC PAVEMENT DIST COUNTY ' ROUTE TOTAL PROJECT 1'N0. SHEET 08 1 SBd 66 2.0/5.0 'L 7 S, REG I STERED C I V I L ENGINEER opPpiEssioht! r� yc 12-6-93 _ s.g�MEO z ako. MM a PLANS APPROVAL DATE 6/30/96 � Exp. # s� CIVIL Q' CAL "\ EAST BOUND " I I one I " 2 1 one VAR I ES 0. 5' r I II- ----------------- — I I -6 u2-0-+— -9'0 -O--S-T-�:`--A"-_—. 7-+-7-.8- S -T -4-+-2-8---TCr---5_7j_A... "_A-"_ _ 2--4--±-7-,5.- S 4 + 7_.5._ C' T A ", „ /I 1 .� �-2--T-0--_.S_T A- --A- --6-2-+13- _ J I H —'H" '-t-t_'-�-L " A __6-2- +_13_ 0.50' RECLAIM AC 0. 50' RAC Jct -C -Tc -b TYPICAL CROSS SECTION NO SCALE y ^-1 FOR REDUCED FLANS 0 1 2 3 USERNAME •> tome — 0 0 M CNC U 0 O n n w r- 0 CL CL w C) O a p .) O WORK DRAINAGE "I"S SM FFT TOTAL DIST. COUNTY ROUTE TPROJECT OTAL PRONO. SHEETS GENERAL ROAD MISCELLANEOUS ❑ D72 Drainage Inlets 08 SBd 66 2.0/5.0 3 7— N Al OA Abbreviations ❑ D73 Drainage Inlets * AIOB Symbols ❑ D74A Drainage Inlets To accompany plans dated December 6, 1993 ❑ A20A Pavement Markers and Traffic Lines, Typical Details ❑ D74B Drainage Inlets ❑ T4 Temporary Traffic Screen ❑ A2CB Pavement Markers and Traffic Lines, Typical Details ❑ D?4C Drainage Inlets Details ❑ TIO Traffic Control System for Lane Closure on Freeways and ❑ A20C Pavement Markers and Traffic Lines, Typical Details ❑ D75 Pipe Inlet Expressways ❑ RSP A 0D Pavement Yorkers and Trofflc Llnes,Typ1col Defolls ❑ D77A Grate Details ❑ T I OA Traffic Control System for Lane and Complete Closures on ❑ A24A Pavement Morkings- Arrows ❑ D77B Bicycle Proof Grate Details Freeways and Expressways ❑ A246 Pavement Markings- Arrows ❑ D77C Alternative Hinged Cover for Type OL and OS Inlets and Trash ® TII Traffic Control System for Lane Closure on Multilane Rock for Type OCP Inlet Conve.,;ional Highways ❑ A24C Pavement Markings- Symbols and Numerals ❑ D78 Gutter Depressions ❑ T12 Traffic Control System for Lore Closure on Multilane l• A24 Pavement Markings- Words ❑ D79 Precast Reinforced Concrete Pipe- Direct Design Method Conventional Highways E3 A24E 24E Pavement Markings- Words and Crosswalks Cl D80 Cost-in-Place Reinforced Concrete Single Box Culvert ❑ T13 Traffic Control System for Lone Closure on Two Lane El A35A Pavement Cement Concrete Paving Details ❑ D81 Cost-in-Place Reinforced Concrete Double Box Culvert Conventional Highways U A62A Excavation and BockfiIi- Miscellaneous Details ❑ D82 Cost-in-Place Reinforced Concrete Box Culvert Miscellaneous ❑ T14 Traffic Control System for Ramp Closures El A628 Limits cf Payment for Excavation and Backfill Bridge- Surahorge Details and Wall ❑ D84 Box Culvert W i ngwa I I s- Types A,B,C BRIDGE ❑ A62C Limits of Payment for Excavation and Backfill- Bridge ❑ D85 Box Culvert Wingwoils- Types D and E ❑ BO-1 Bridge Details ❑ A62D Excavation and Backfill- Concrete Pipe Culverts ❑ D86A Box Culvert Warped Wingwcils ❑ 30-3 Bridge Details ❑ A62E Excavation and Backfill- Cost-In-Ploce Reinforced Concrete Box ❑ D86B Pipe Culvert Heodwolis, Endwalis and Warped Wingwoils ❑ BO-5 Bridge Details and Arch Culverts ❑ D86C Arch Culvert Heodwolis, EndwoIIs and Warped Wingwoils ❑ BO-13 Bridge Details ❑ A62F Excavation and Backfill- Metol and Plastic Culverts E3 82-3 I6" Cost-In-Drilled-Hole Concrete Pi le ❑ A73A Markers ❑ D87A Overside Drains ❑ 62-5 Pile DetoiIs- Class 45 and Class 70 ❑ A73B Morkers ❑ D87B Overside Drains ❑ D87C Underdroins ❑ B2-8 Pile Details- Class 45C and Class 70C ❑ A73C Delineators, Channelizers and Barricades ❑ B2-9 Load Test Anchor Pile Details ❑ A74 Survey Monuments ❑ D88 Construction Loods on Culverts ❑ D88A Strut Detoils for Structurol Steel Plate Pipes, Arches, and ❑ 133-1 Retaining Wall- Type I, H=4'-30' ❑ A75A Concrete Barrier Type 50 Vehicular Undercrossings ❑ 83-2 Retaining Wall- Type 1, H=32'-36' ❑ A756 Concrete Barrier Type 50E ❑ D89 Pipe Headwalls ❑ 133-3 Retaining Wall- Type IA ❑ A75C Headlight Glare Screen ❑ D90 Pipe Culvert Heodwolis, Endwalis and Wingwoils- Types A,B and C ❑ B3-4 Retaining Wall- Type 2 ❑ A77A Metal Beam Guard Roiling ❑ D93A Pipe Riser Connections ❑ 33-5 Counterfort Retaining Wail- Type 3 ❑ A77B Metol Beam Guard Roiling- Standard Hardware ❑ D93B Drainage Inlet Riser Connections ❑ B3-6 Counterfort Retaining Wall- Type 4 ❑ A77C Metal Beam Guard Roiling- Posts and Blocks ❑ D93C Pipe Riser with Debris Rock Cage ❑ 83-7 Retaining Wall- Type 5 ❑ A77D Guard Roil Flores ❑ D94A Metal and Plastic Flared End Sections ❑ B3-8 Retaining Wall Detoils No. i ❑ A77E Guard Roil Flores ❑ D94B Concrete Flared End Sections ❑ RSP B3.9 Refolning Wall Detolls No.2 ❑ A77F Metal Beam Guard Ro i I i ng- Miscellaneous DetaiIs ❑ D95 Concrete Arch Culverts ❑ B3-II Retoining Wall Type 6-6'-0 '' Maximum ❑ A77G Guard Roil End Anchors (Breakawoy) ElD97A Corrugated Metal Pipe Coupling Details No. I- Annul or Coupling ❑ B6-1 T- Beam Details ❑ A77H Guard Rail End Anchors (8reokowoy Hardware) Bond Bar and Strop and Angie Connectors ❑ B6-10 Utility Openings, T- Beam ❑ A771 Barrier and Guard Roil End Anchors ❑ D973 Corrugated Metal Pipe Coupling Detoils No. 2- Hot Bond Coupler ❑ 136-21 Joint Seals (Maximum Movement Rating = 2'') ❑ A77J Guard Roil Connections to Bridge Roils, Retaining Walls and Flange Details ❑ 87-I Box Girder Details and Abutments ❑ a D97C Corrugated Metal Pipe Coupling Details No. 3- Helical and ❑ B7-5 Deck Drains ❑ A77K Guard Roil Connections to Bridge Sidewalks and Curbs Universal Couplers ❑ 478A Thrie Beam Barrier ❑ D97D Corrugated Metol Pipe Coupling Details No. 4- Hugger Coupling ❑ B7-6 Deck Drains- Type D-I and D-2 ❑ A78B Thrie Beam Barrier- Standard Hardware and Miscellaneous Details Bonds I ❑ 37-10 Utility Opening- Box Girder ❑ A78C Thrie Beam Barrier- End Anchors I U U9fE Corrugated Metol ripe uouplrng uetoIIS No. 5- STanooro JoinT . I, Utility De1Uils ❑ A78D Thrie Beam Barrier Connection to Concrete Barrier Type 50 ❑ D97F Corrugated Metal Pi.pe.Coupling Details No. 6- Positive Joint ❑ B8-5 Cost-In-Place Prestressed Girder Details ❑ A78E Thrie Beam Barrier Connections to Bridge Roils ❑ D97G Corrugated Metal Pipe Coupling Details No. 7- Positive Joints ❑ BI 1-7 Chain Link Roiling ❑ A78F Thr ie Beam Barrier Connections to Bridge Curbs, Retaining Wails and Downdroins C3 BI 1-47 Coble Railing and Abutments ❑ D97H Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe ❑ BI 1-51 Tubular Hand Railing _ ❑ A80 Thr ie Beam Barrier Emergency Passageway Standard and Positive Joints ❑ BI 1-52 Chain Link Roiling Type 7 L,3 ❑ A81 Crash Cushion, Sand Filled ❑ D98A Slotted Corrugated Steel Pipe Drain Details ❑ BI 1-53 Concrete Barrier Type 25 :o ❑ A83 Portable Scale Pod and Approach Slob Details ❑ D98B Slotted Corrugated Steel Pipe Drain Details ❑ BII-54 Concrete Sorrier Type 26 '-' ❑ A85 Chain Link Fence ❑ D99A Structurol Section Dro1noge System Detoils ❑ B13-1 Slope Protection Detail No. I ❑ A86 Barbed Wire and Wire Mesh Fences ❑ D99B Edge Drain Outlet and Vent Details ❑ B13-2 Slope Protection Detoil No. 2 ❑ A87 Curbs, Dikes and Driveways ❑ D99C Edge Drain Cleanout and Vent Details ❑ B14-1 Structural Steel Plate Vehicular Undercrossing ❑ D99D Cross Drain Interceptor Details ❑ B14-3 Corrmunicotion and Sprinkler Control Conduit (Conduit less CRIB WALLS than 4'' Diameter) ❑ C7A Reinforced Concrete Crib Wall- Battered Walls- Types A,B and C HIGHWAY PLANTING ❑ B14-4 Water Supply Line (Bridge) (Pipe less "hon 4'' Diameter) ❑ C7B Reinforced Concrete Crib Wall- Battered Walls- Types D,E and F ❑ HI Planting and Irrigation- Abbreviations ❑ B14-5 Water Supply Line (Details) (Pipe less than 4'' Diameter) ❑ C7C Reinforced Concrete Crib Wall- Vertical Walls- Types A,B and C ❑ H2 Planting and Irrigation- Symbols ❑ C7D Reinforced Concrete Crib Wall- Vertical Walls- Types D,E and F ❑ H3 Planting and Irrigation- Details ROADSIDE SIGN S ❑ C7E Reinforced Concrete Crib Wail- Types A,B,C,D,E and F Header ❑ H4 Planting and Irrigation- Detoils ❑ RSI Roadside Signs, Typical Installation Details No. I and Stretcher Details ❑ H5 Planting and Irrigation- Detoils ❑ RS2 Roods ide Signs, Wood Posts, Typical InstoIIation Detoil No. 2 ❑ C717 Design Data for Reinforced Concrete Crib Wail Foundotion ❑ H6 Planting and Irrigation- Details ❑ RS3 Roadside Signs, Lominoted Box Wood Posts. Typical Installation Pressure-Bottered Wall ❑ H7 Planting and Irrigation- Detoils Details No. 3 ❑ C7G Reinforced Concrete Crib Wall Foundation Pressure- ❑ H8 Planting and Irrigation- Detoils ❑ RS4 Roadside Signs, Typical Instal lot ion Detoil No. 4 Vertical Wali ❑ C8A Steel Crib Wall- Construction Details TEMPORARY FACILITIES SHEET 1 OF 2 ❑ C8B Steel Crib Wall- Design Data ❑ TI Temporary Crash Cushion, Sand Filled STANDARD PLANS LIST ❑ C8C Steel Crib Wail- Design Data ■ T2 Temporary Crash Cushion, Sand Filled ❑ C9A Timber Crib Wall- Types A,B,C ono D ■ T3 Temporary Roiling (Type K) (Juiy,1992 Edition) ❑ C913 Timber Crib Wall- Types A,B,C and D Design Data I I Revised November 5,1992 he Revised Stondord Plans (RSP) and New Standard Plans (NSP) which apply to this contract ore included ,�, ., c+,,., 4--i Pl— chco+� r, r�r,1fnnhlu +r, +hie � +r + 1hiris hi it nra not Ilmi+ori to thn— ineiirntarl by as individual sheets of the project plans. Ll,ERNAME _> n mnrkaei hnv. 11-1 „ 1 _. tome ,..-... , I__ — , 11 -I,. _,., ., ._ CONTRACT NO. C8-399704 OVERHEAD SiGNS OVERHEAD SIGNS -TRUSS ❑ SI Overhead Signs- Truss, instructions and Excmples ❑ S2 Overhead signs- Truss. Single Post Type, Post Type II thru VII ❑ S3 Ove-heod Signs- Truss, Two Post Type, Post Type 1-S thru VII -S ❑ S4 Overhead Signs- Truss: Single Post Type, Structural Frame Signs- Members Two Post Type Layout and Pipe Sections ❑ S5 Overhead Signs- Truss, Two Post Type, Structural Frame Members ❑ S6 Overhead Signs- Truss, Structural Frame Details ❑ S7 Overhead Signs- Truss, Frame Juncture Details ❑ S8A Overhead Signs- Steel Frame Removable Sign Panel Frames ❑ S86 Overhead Signs- Removable Sign Panel Frames, Overhead Formed Panel Mounting Detoiis ❑ S8C Overhead Signs- Truss, Sign Panel Mounting Details, Laminated Panel- Type A ❑ S8D Overhead Signs- Truss, Removable Sign Panel Frames i10" and 120" Sign Panels ❑ S9 Overhead Signs- Walkway Details No. I ❑ SIO Overhead Signs- Walkway Details No. 2 ❑ SII Over.lead Signs- WolKwoy Safety Roiling Details ❑ S13 Overhead Signs- Truss Pile Foundation OVERHEAD SIGNS -LIGHTWEIGHT ❑ S14A Overhead Signs- Lightweight Balanced -Single Steel Pust Connection and Mounting Details ❑ S14B Overhead Signs- Lightweight Bolonced-Single Steel Post Details ❑ S15 Overhead Signs- Lightweight, Type A, Connection Details ❑ S16 Overhead Signs- Lightweight, Type B, Connection Details ❑ S17 Overhead Signs- Lightweight, Type C, Connection Details ❑ S18A Overhead Signs- Lightweight, Sign Panel Mounting Details, Laminated Panels- Type A ❑ SI8B Overhead Signs- Lightweight, Light Fixture Mounting Details ❑ S20A Overhead Signs- Lightweight Post Details ❑ S20B Overhead Signs- Lightweight Foundation OVERHEAD SIGNS -BOX BEAM CLOSED TRUSS ALTERNATIVE S39 Overhead Signs- Box Beam, Closed Truss Foundation S40A Overhead Signs- Box Beam, Closed Truss, Two Post Type Frame Members S40B Overhead Signs- Box Beam, Closed Truss, Single and Two Post Type General Frame Details S40C Overhead Signs- Box Beam, Closed Truss, Ribbed Sheet Metol Details can_n nvorhpnri Sinn- Rnx Ream. Closed Truss, Two Post TYDe Frame Details S40E Overhead Signs- Box Beam, Closed Truss, Two Post Type Frame Juncture Details S40F Overhead Signs- Box Beam, Closed Truss, Two Post Type Post Details S40G Overhead Signs- Box Beam, Closed Truss, Single Post Type Frame Members S40H Overhead Signs- Box Beam, Closed Truss, Single Post Cantilever Frame Details S401 Overhead Signs- Box Beam, Closed Truss, Single Post Cantilever Frame Juncture Details S40J Overhead Signs- Box Beam, Closed Truss, Single Post Cantilever Post Details S40K Overhead Signs- Box Beam, Closed Truss, Single Post Butterfly Frame Details S40L Overhead Signs- Box Beam, Closed Truss, Single Post Butterfly Frame Juncture Details S40M Overhead Signs- Box Beam, Clzsed Truss, Single Post Buttorfly Post Details SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS ❑ ES -IA Signal, Lighting and Electrical Systems- Symbols and Abbreviations ❑ ES -IB Signal, Lighting and Electrical Systems- Symbols and Abbre•, i at i ons ❑ FS -2A Signal, Lighting and Electrical Systems- Service Equipment ❑ ES -2B Signal, lighting and Electrical Systems- Service Equipment ❑ ES -2C Signal, Lighting and Electrical Systems- Service Equipment Notes ❑ ES -21D Signal, Lighting and Electrical Systems- Service Equipment and Typical Wiring Diagram, Type A ❑ ES -2E Signal, Lighting and Electrical Systems- Service Equipment and Typical Wiring Diagram, Type B ❑ ES -2F Signal, Lighting and Electrical Systems- Service Equipment and Typical Wiring Diagram, Type C ❑ ES -3A Signal, Lighting and Electrical Systems- Signal Heads nr'J Mountings ❑ ES -3B Signal, Lighting and Electrical Systems- Signal Heads and Mountings ❑ ES -3C Signal, Lighting and Electrical Systems- Signal Heads and Mountings ❑ ES -31D Signal, Lighting and Electrical Systems- Signal Heads and Mountings ❑ ES -3E Signal, Lighting and Electrical Systems- Signal Heads and Mountings ❑ ES -4A Signal, Lighting and Electrical Systems- Controller Cabinet Details ❑ ES -48 Signal, Lighting and Electrical Systems- Controller Cabinet Details ❑ ES -4C Signal, Lightinn and Electrical Systems- Controller Cabinet Details ❑ ES -4D Irrigation Controller Enclosure Cabinet ❑ ES -4E Signal, Lighting and Electrical Systems- Telephone Demarcation Cabinet Details ❑ ES -4F Signal, Lighting and Electrical Systems- Telephone Demarcation Cabinet Details ❑ ES -5A Signal, Lighthig and Electrical Systems- Detectors ❑ ES -58 Signal, Lighting and Electrical Systems- Detectors ❑ ES -5C Signal, Lighting and Electrical Systems- Detectors ❑ ES -5D Signal, Lighting and Electrical Systems- Detectors ❑ ES -5E Signal, Lighting and Electrical Systems- Detectors ❑ "ES -5F Signol, Lighting and Electrical Systems- Pedestrian Barricades ❑ ES -6A Signal and Lighting Stcndords- Type I Standards and Equipment Numbering ❑ ES-6AA Signal Standards- Push Button Post ❑ ES -68 Lighting Standards- Types 15, 21 and 22 ❑ ES -6C Lighting Standards- 80' to 160' High Most Lignt role, Foundation Details ❑ ES -6D Lighting Standards- Types 30 and 31, Slip Base ❑ ES -60A Lighting Standards- Type 32 ❑ ES -6E Lighting Standards- Types 30 and 31, Slip Bose Plate Details ❑ ES -61F Lighting Standards- 10 Degree Type ❑ ES -6H Lighting Standards- 10 Degree Type, Details ❑ ES -6J Signal and Lighting Standards- Cuse I Arm Loading, Wind Velocity = 70 MPH, Arm Lengths 15' to 30' ❑ ES -6K Signal and Lighting Standards- Case 2 Arm Loading, Wind Velocity = 70 MPH, Arm Lengths 20' to 30' ❑ ES -6L Signal and Lighting Standards- Case 3 Arm Loading, Wind Velocity = 70 MPH, Arm Lengths 15' to 45' ❑ ES -6M Signal and Lighting Standards- Case 4 Arm Loading, Wind Velocity = 70 MPH, Arm Lengths 25' to 45' ❑ ES-6MA Signal and Lighting Standords- Case 5 Arm Loading, Wind Velocity = 70 MPH, Arm Lengths 50' to 55' ❑ ES -6N Signal and Lighting Standards- Type 40-0-80 ❑ ES -60 Ignal and Lighting Standards- Case I Arm Loading, Wind Velocity = 80 MPH, Arm Lengths 25' to 30' ❑ ES -6P Signal and Lighting Standards- Case 2 Arm Loading, Wind Velocity = 80 MPH, Arm Lengths 20' to 30' ❑ ES -60 Signal and Lighting Standards- Case 3 Arm Loading, Wind Velocity = 80 MPH, Arm Lengths 20' to 45' ❑ ES -6R Signal and Lighting Standords- Case 4 Arm Loading, Wind Velocity = 80 MPH, Arm Lengths 25' to 45' ❑ ES-6RA Signal and Lighting Standards- Case 5 Arm Loading, Wind Velocity = 80 MPH, Arm Lengths 50' to 55' isea Standard Plans (RSP) and New Stondard Plans (NSP) which apply to this conT'oaT are Incwoeo as .. .. .- I._. - -----x .--t.- 1.- .....4 I:...:.*..A 4- I-_ ;n1; ntori hV n vidual sheets of the project plans. -I hn- DIST. I COUNTY ROUTE POST MILES SIZ1E T TOT TOTAL PROJECT � N�. SREI 08 SBd 66 2.0/5.0 4 ; 7 To accompany plans acted 12-6-93 ❑ ES -6S Signol and Lighting Standards- Details No. I ❑ ES -6T Signol and Lighting Standards- Detoiis No. 2 ❑ ES-6TA Signal and Lighting Standards- Pole arid Most Arm Alternatives ❑ ES -61J Lighting Standards- Types 10 and 15 Slip Base Insert ❑ ES -6V Signal and Sign Standards- Type 33 Left Turn ❑ ES -7A Signal, _fighting and Eiectricol Systems- Electrical De+cils, Structure Installations ❑ ES -76 Signal, Lighting and Electrical Systems- Electrical Details, Structure Instollations ❑ ES -7C Signal, Lighting and Electrical Systems- Electrical Details, Structure Instollations ❑ ES -7D Signal, Lighting and Electrical Systems- Elec:ricai Details. Structure instaiiation3 ❑ ES -7E Signal, Lighting oral Electrical Systems- Electrical Details, Structure Installations ❑ ES -71F Signal, Lighting and Electrical Systems- Flush Soffit Luminaire Modificotion Details, Structure Installation ❑ ES -8 Signal, Lighting cnd Electrical Systems- Pull Box Details ❑ ES -9A Signal. Lighting and Electrical Systems- Cantilever Floshing Beacon, Types 9, 9A, 9B ❑ ES -913 Signal, Lighting and Electrical Systems- Cantilever Flashing Beacon, Types 9, 9A, 9B ❑ ES -10 Signal, Lighting and Electrical Systems- Isolux Diagrams ❑ ES -11 Signal, Lighting and Electrical Systems- Foundation Installations ❑ ES -12 Signal, Lighting and Electrical Systems- Pedestrian Undercrossing Fluorescent Lighting Fixture ❑ ES -13 Signal, Lighting and Electrical Systems- Splicing De+oils ❑ ES -14 Signal, Lighting and Electrical Systems- Wiring Detail and Fuse Ratings ❑ ES -15 Signal, Lighting and Electrical Systems- Pedestrian Overcrossing Fluorescent Lighting Fixture ❑ ES -27A Signal, Lighting and Electrical Systems- Extinguishable Message Sign, 10'' Letters ❑ ES -276 Signal, Lighting and Electrical Systems- Extinguishable Message Sign, 10" Letters ❑ ES -28 Signal, Lighting and Electrical Systems- Extinguishable Message Sign and Flashing Beacons SIGN ILLUMINATION ❑ ES -29 Sign Illumination- Mercury Sign Illumination Equipment _n inn Tllllminntinn- 36" Fluorescent Sian Illumination Equipment ❑ ES -32A Sign Iiiuminotion- Sign Illumination Equipment ❑ ES -32B Sign Illumination- Sian Illumination Control ❑ ES -33 Sign Illumination- Internally Illuminated Street Name Sign NEW STANDARD PLANS ❑ NSP A88 Curb Romp- Details No. I ❑ NSP A89 Curb Romp- Detoiis No. 2 ❑ NSP T7 Construction Project Funding Indentification Signs USERNAME _> tome DGN FILE -> Aust" w 1,= of � T➢ SHEET 2 OF 2 STANDARD PLANS LIST (July,1992 Edition) Revised November 5, 1992 CONTRACT NO. 08-399704 r:� OVERHEAD SIGNS -TUBULAR ❑ S40N Overhead Signs- Tubular, instructions and Examples ❑ S40P Overhead Signs- Tubular, Single Post Type Layout and Pipe Selection ❑ 5400 Overhead Signs- Tubular, Two Post Type Layout and Pipe Sections ❑ S40R Overhead Signs- Tubular. Structural Frame Details No. I ❑ S40S Overhead Signs- Tubular, Structural Frame Details No. 2 U S40i Overhead Signs- Tubular Foundation Details SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS ❑ ES -IA Signal, Lighting and Electrical Systems- Symbols and Abbreviations ❑ ES -IB Signal, Lighting and Electrical Systems- Symbols and Abbre•, i at i ons ❑ FS -2A Signal, Lighting and Electrical Systems- Service Equipment ❑ ES -2B Signal, lighting and Electrical Systems- Service Equipment ❑ ES -2C Signal, Lighting and Electrical Systems- Service Equipment Notes ❑ ES -21D Signal, Lighting and Electrical Systems- Service Equipment and Typical Wiring Diagram, Type A ❑ ES -2E Signal, Lighting and Electrical Systems- Service Equipment and Typical Wiring Diagram, Type B ❑ ES -2F Signal, Lighting and Electrical Systems- Service Equipment and Typical Wiring Diagram, Type C ❑ ES -3A Signal, Lighting and Electrical Systems- Signal Heads nr'J Mountings ❑ ES -3B Signal, Lighting and Electrical Systems- Signal Heads and Mountings ❑ ES -3C Signal, Lighting and Electrical Systems- Signal Heads and Mountings ❑ ES -31D Signal, Lighting and Electrical Systems- Signal Heads and Mountings ❑ ES -3E Signal, Lighting and Electrical Systems- Signal Heads and Mountings ❑ ES -4A Signal, Lighting and Electrical Systems- Controller Cabinet Details ❑ ES -48 Signal, Lighting and Electrical Systems- Controller Cabinet Details ❑ ES -4C Signal, Lightinn and Electrical Systems- Controller Cabinet Details ❑ ES -4D Irrigation Controller Enclosure Cabinet ❑ ES -4E Signal, Lighting and Electrical Systems- Telephone Demarcation Cabinet Details ❑ ES -4F Signal, Lighting and Electrical Systems- Telephone Demarcation Cabinet Details ❑ ES -5A Signal, Lighthig and Electrical Systems- Detectors ❑ ES -58 Signal, Lighting and Electrical Systems- Detectors ❑ ES -5C Signal, Lighting and Electrical Systems- Detectors ❑ ES -5D Signal, Lighting and Electrical Systems- Detectors ❑ ES -5E Signal, Lighting and Electrical Systems- Detectors ❑ "ES -5F Signol, Lighting and Electrical Systems- Pedestrian Barricades ❑ ES -6A Signal and Lighting Stcndords- Type I Standards and Equipment Numbering ❑ ES-6AA Signal Standards- Push Button Post ❑ ES -68 Lighting Standards- Types 15, 21 and 22 ❑ ES -6C Lighting Standards- 80' to 160' High Most Lignt role, Foundation Details ❑ ES -6D Lighting Standards- Types 30 and 31, Slip Base ❑ ES -60A Lighting Standards- Type 32 ❑ ES -6E Lighting Standards- Types 30 and 31, Slip Bose Plate Details ❑ ES -61F Lighting Standards- 10 Degree Type ❑ ES -6H Lighting Standards- 10 Degree Type, Details ❑ ES -6J Signal and Lighting Standards- Cuse I Arm Loading, Wind Velocity = 70 MPH, Arm Lengths 15' to 30' ❑ ES -6K Signal and Lighting Standards- Case 2 Arm Loading, Wind Velocity = 70 MPH, Arm Lengths 20' to 30' ❑ ES -6L Signal and Lighting Standards- Case 3 Arm Loading, Wind Velocity = 70 MPH, Arm Lengths 15' to 45' ❑ ES -6M Signal and Lighting Standards- Case 4 Arm Loading, Wind Velocity = 70 MPH, Arm Lengths 25' to 45' ❑ ES-6MA Signal and Lighting Standords- Case 5 Arm Loading, Wind Velocity = 70 MPH, Arm Lengths 50' to 55' ❑ ES -6N Signal and Lighting Standards- Type 40-0-80 ❑ ES -60 Ignal and Lighting Standards- Case I Arm Loading, Wind Velocity = 80 MPH, Arm Lengths 25' to 30' ❑ ES -6P Signal and Lighting Standards- Case 2 Arm Loading, Wind Velocity = 80 MPH, Arm Lengths 20' to 30' ❑ ES -60 Signal and Lighting Standards- Case 3 Arm Loading, Wind Velocity = 80 MPH, Arm Lengths 20' to 45' ❑ ES -6R Signal and Lighting Standords- Case 4 Arm Loading, Wind Velocity = 80 MPH, Arm Lengths 25' to 45' ❑ ES-6RA Signal and Lighting Standards- Case 5 Arm Loading, Wind Velocity = 80 MPH, Arm Lengths 50' to 55' isea Standard Plans (RSP) and New Stondard Plans (NSP) which apply to this conT'oaT are Incwoeo as .. .. .- I._. - -----x .--t.- 1.- .....4 I:...:.*..A 4- I-_ ;n1; ntori hV n vidual sheets of the project plans. -I hn- DIST. I COUNTY ROUTE POST MILES SIZ1E T TOT TOTAL PROJECT � N�. SREI 08 SBd 66 2.0/5.0 4 ; 7 To accompany plans acted 12-6-93 ❑ ES -6S Signol and Lighting Standards- Details No. I ❑ ES -6T Signol and Lighting Standards- Detoiis No. 2 ❑ ES-6TA Signal and Lighting Standards- Pole arid Most Arm Alternatives ❑ ES -61J Lighting Standards- Types 10 and 15 Slip Base Insert ❑ ES -6V Signal and Sign Standards- Type 33 Left Turn ❑ ES -7A Signal, _fighting and Eiectricol Systems- Electrical De+cils, Structure Installations ❑ ES -76 Signal, Lighting and Electrical Systems- Electrical Details, Structure Instollations ❑ ES -7C Signal, Lighting and Electrical Systems- Electrical Details, Structure Instollations ❑ ES -7D Signal, Lighting and Electrical Systems- Elec:ricai Details. Structure instaiiation3 ❑ ES -7E Signal, Lighting oral Electrical Systems- Electrical Details, Structure Installations ❑ ES -71F Signal, Lighting and Electrical Systems- Flush Soffit Luminaire Modificotion Details, Structure Installation ❑ ES -8 Signal, Lighting cnd Electrical Systems- Pull Box Details ❑ ES -9A Signal. Lighting and Electrical Systems- Cantilever Floshing Beacon, Types 9, 9A, 9B ❑ ES -913 Signal, Lighting and Electrical Systems- Cantilever Flashing Beacon, Types 9, 9A, 9B ❑ ES -10 Signal, Lighting and Electrical Systems- Isolux Diagrams ❑ ES -11 Signal, Lighting and Electrical Systems- Foundation Installations ❑ ES -12 Signal, Lighting and Electrical Systems- Pedestrian Undercrossing Fluorescent Lighting Fixture ❑ ES -13 Signal, Lighting and Electrical Systems- Splicing De+oils ❑ ES -14 Signal, Lighting and Electrical Systems- Wiring Detail and Fuse Ratings ❑ ES -15 Signal, Lighting and Electrical Systems- Pedestrian Overcrossing Fluorescent Lighting Fixture ❑ ES -27A Signal, Lighting and Electrical Systems- Extinguishable Message Sign, 10'' Letters ❑ ES -276 Signal, Lighting and Electrical Systems- Extinguishable Message Sign, 10" Letters ❑ ES -28 Signal, Lighting and Electrical Systems- Extinguishable Message Sign and Flashing Beacons SIGN ILLUMINATION ❑ ES -29 Sign Illumination- Mercury Sign Illumination Equipment _n inn Tllllminntinn- 36" Fluorescent Sian Illumination Equipment ❑ ES -32A Sign Iiiuminotion- Sign Illumination Equipment ❑ ES -32B Sign Illumination- Sian Illumination Control ❑ ES -33 Sign Illumination- Internally Illuminated Street Name Sign NEW STANDARD PLANS ❑ NSP A88 Curb Romp- Details No. I ❑ NSP A89 Curb Romp- Detoiis No. 2 ❑ NSP T7 Construction Project Funding Indentification Signs USERNAME _> tome DGN FILE -> Aust" w 1,= of � T➢ SHEET 2 OF 2 STANDARD PLANS LIST (July,1992 Edition) Revised November 5, 1992 CONTRACT NO. 08-399704 r:� NOTE, THERMOPLASTIC PAVEMENT MARKING DESCRIPTION EACH SO FT PER EACH (N) TOTAL (SO FT) "SIGNAL" 4 3i 124 'AHEAD" 1 4 I 32 128 TOTAL I 252 ROADWAY QUANTITIES RECLAIM RECYCLED ASPHALT POST MILE STA110N ASPHALT ASPHALT EMULSON CONCRETE CONCRETE (PAINT BINDER) FROM TO FROM TO (CY) (TON) (TON) (N) 2.000 2. 1 72 " D" 1 1 6+55 I 'D" 125+64 93 178 0.47 2. 272 2. 7 1 9 " D" 1 30+94 "D" 154+57 241 462 1 . 21 2.806 2.897 " D" 1 59+ 1 7 "D" 163+93 50 94 0.25 3.027 3. 132 " D" 1 70+78 -D' 176+24 57 108 0.29 3.210 3.269 "D'180+39 " D' 183+54 33 62 0.16 0:32 20.5_.- _. --_ --3-9-2------' ...- . 0.52 _3*0-7 ^ A" _ 7+7g I-03_ _ __ - _-'_27�-- __ _-.i g7 - _ .. p 09_ 0. 26' _ _ 9 .5.4 -4:142- 4 : 380-I ' A=—(-4 t =A= 24 A-6 +-1 4-9-95-5 . " 6 L + 8 - A.�-62-x-i-3 -6-- __.0.-0 2 _ TOTAL J 5-tl y7n3e— (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY I)E«: TF -D FOR REDUCED 0LANS G I 2 3 USERNAME o tome ORIGINAL SCALE IS IN INCHES I I _1 _ I__ I I I i ncN P11 c .e IIST COUNTY ROUTE 08 1 SBd i 66 REGISTERED CIVIL ENC INEER 12-6-93 PLANS APPROVAL DATE 'OST MILES SHEE TO L TAL PROJECT NO. Sr'EET 2.0/5.0 7 7 ,,OFESS to �0 4 W `moi c S. MIMED x v m 46097 z d Ex0.6/30/96 r,6 CIVIL C � CAL 1� G i.7�gG { L CL L'� \ SUMMARY OF QUANTITIES n Q-1 m O