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Home My WebLink AboutT_5863_SINDEX OF SHEETS Sheet No. 1 T 1 t I e and Locot ion Mop 2 Typical C1oss Sections 3-4 Standard Plans List 5 ,, 6 7-8 9-14 15 Construction Detai IS Construction Area Signs Su1T1T1ary of Quantities Electrical Plans Revised Standard Pion END CONSTRUCTION STA 153+70 PM 16.2 End Work Sta 133+70 The Contractor .,hal I possess the Class (01 Classes) as specified ir, the ''Notice to Contractors''. '" > "" 0 0 "" u 0 > "" '" > "" u "" u "" "' .... ~ "" z "' "" u of I i cer,.c;e z > "' "" X "" "-0 0 0 "' z '" 0 ~ 0 '-' STATE OF CALIFORNIA OST MILE ,o_,_s_,1---c_oc_N_,_,-+_R_D_c_,E_-+_~•~O•=AL,...._?ROJECT 12 Ora 14.6/16.2 DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION STATE HIGHWAY IN ORANGE COUNTY IN CORONA DEL MAR FROM ROUTE 73 TO 0.2 MILE SOUTH CAMEO HIGHLANDS DRIVE- To be supplemented by Standard PI ans dated Ju I y. 1992 l '" '" > '" a. > "" > "" "" s a! V> AV EW AV z :, ~ " a. 0"' V> V> ~ "" "' ..., "' '" "" X ~ CORONA DEL MAR NO SCALE FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I ON OF REDUCED PLAN USE SCALE IIELOIY I ! SINCM£SONOIIIIIIW..PUN J LOCATION MAP BEGIN CONSTRUCTION STA 237+78 PM 14.6 Beg!n Work Sta 257+80 ROUTE: I To l oguno a ~ • li1llhrns ... 0$AHGELE r:&:rngln~O/{) ~/94 Reqlstered ClVl I Engineer M_oy 23, 1994 P 1 005 Approve I Dote USERNM-\E , > r i chord nr,N F 11 F =) /;1<=:-le irhnrnlf"li/, ,-1copq0,1. ,·1cJr1 , CU 1260 I [ EA 02890 I SHEET TOTAL NO. SHEETS 15 IMPERIAC ;; 0 w r "" m -> 0 w w rr "' -w > c w " rr 0 . w cO 0 4' ' 00 0 0 0 0 0 ,► r om w m cO -<W 0 JZ w C,0 y u-u J<n w "w I uo u rr w z w ,_ z w ->-0 ::, z w 0 EXIST z c u _J w 7 -0 :i: rr n. rr z 0 -~ ;" = . 0 ~ ~ z w = :"' (.) ~ 0 z ~ < c5 "' z = w = ~ ~ I-= !: = -< z :E = ::2 -~ = j ~ ~ 0 ~ , :;; t FORM QC-OE-'c'2•Pr. (REV. 3,88) EXIST CURB SIDEWALK~ =~ 1 sl EXIST CURB_y--~ I I It ROUTE I 3B' --------------------4-~----------------- MATCH EXISTING MATCH EXISTING 38' ------------------11 VAR1s•r ' r OG ~ EXIST AC PAVEMENT DETAIL A ~ 0, 08' AC (TYPE Bl / ~ EXIST CURB DETAIL A _/ STATION 234+31 TO 237+ 78 It ROUTE I 38'------------------------1--------------32' & VAR J MATCH EXISTING MATCH EXISTING L 0. 08' AC (TYPE 8) DETAIL A "\_ EXIST AC PAVEMENT DETAIL STATION 191+00 TO 234+31 It ROUTE I -SC C" " "',"'-' A_/ "\_ EXIST CURB ~ 38' & VAR ~---------+------38' ~I o~~ _____ J15.I _ MATCH Ex1sT1NG MATCH EXISTING 15.~-C EXIST SIDEWALK Ex, ST cuRB /--~~~ -lo. ;~:-··Ac <TYPE BJ \::__ Ex.,sT AC PAVEMENT 7-=\ EX, ST CURB ~ DETAIL A DETAIL A STATION 153+70 TO 191+ 00 I L FOR REDUCED PLANS 0 I ORIGINAL SCALE IS IN INCHES L_ .L .J L USF:RI\P~E. =) richcnj DC" :--• '-~ -~-> /us:.-/1 i cl10, d/PC,/c~2390b. dgn DI s rl COUNTY I ROUTE 12 I Oro I I 14. 6/ I 6. 2 I 2 I I 5 ([>f{,!,fe t/Q,11 ~@ 4/ 13/94 ,rJfllSQ REG15EREDCIVl~NEER DATE /7,~' "41 II,§ '4: ff HIL NGUYENi 5-23-94 1 ~[,o._C 467~,;; PLANS APPROVAL DATE :~ 6/30/95 >1-'- ¾-;-(' C1v1\.. r:::,<;,.%..,_ OF-C~\.\~ NOTES: I. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. 3. FOR OETA IL A, SEE SHEET C-l. TYPICAL CROSS SECTIONS NO SCALE X-1 028901 1-- • A!OA GENERAL ROAD WORK MISCELLANEOUS Abbreviations ■ AIOB Symbols ■ A20A Pavement Markers and Traffic Lines, Typical Detai Is ■ A20B Pavement Markers and Troff!c Lines. Typical Detai Is □ A20C Pavement Markers and Traffic Llnes. Typ!col Detai Is ■ RSP J20D Puve,rent !Jorkers ond Traffic Unes, Typlccl De/oils ■ A24A Pavement Markings-Arrows • A24B Pavement Markings-Arrows ■ A24C Pavement Markings-Symbols and Numerals ■ A240 ■ A24E D A35A D A62A D A62B □ A62C D A62D D A62E D A62F □ A73A D A73B D A73C D A74 D A75A D A758 D A75C □ A77A D A77B D A77C D A77D D A77E D A77F D A77G D A77H D A77 I D A77J □ A77K □ A78A □ A788 D A78C D A78D D A78E □ A78F 0 ABO □ AB I □ A83 □ ABS D A86 D A87 D C7A D C78 □ C7C □ C70 D C7E D C7F D C7G D CSA D CSB D CBC D C9A □ C9B Pavement Markings-Words Pavement Markings-Words and Crosswalks Portland Cement Concrete Paving Detol Is Excavation and Bockfi 11-Miscellaneous Detai Is Limits of Payment for Excavation and Backfi I I Bridge-Surcharge and Wa I I Limits of Payment for Excavation and Backfi I 1-Bridge Excavation and Backfi It-Concrete Pipe Culverts Excavation and Bockfi I I-Cost-ln-Ploce Reinforced Concrete Box and Arch Culverts Excavation and Backfi I I-Meta! and Plastic Culverts Markers Markers Del ineotors, Channel iZers and Barricades Survey Monuments Concrete Barrier Type 50 Concrete Barrier Type SOE Head I ight Glore Screen Metal Beam Guard Roi ring Metal Beam Guard Roi I ing-Standard Hardware Metal Beam Guard Roi I ing-Posts and Blocks Guard Roi! Flores Guard Rol I Flores Metal Beam Guard Roiling-Miscel loneous Detoi Is Guard Roi I End Anchors {Breakaway> Guard Rai I End Anchors <Breakaway Hardworel Barrier and Guard Roi I End Anchors Guard Roi I Connections to Brldge Rai Is, Retaining Wal ls and Abutments Guard Roi I Connections to Bridge Sidewalks and Curbs Thrie Beam Barrier Thrie Beam Barrier-Standard Hardware and Mlscel loneous Detai Is Thrie Beam Barrier-End Anchors Thrie Beam Barrier Connection to Concrete Barrier Type 50 Thrie Beam Barrier Connections to Bridge Ro! Is Thrie Beam Barrier Connections to Bridge Curbs, Retaining Wal Is and Abutments Thrie Beam Barrier Emergency Passageway Crash Cushion, Sand Fi I led Portable Scale Pod and Approach Slab Detai Is Chain Link Fence Barbed Wire and Wire Mesh Fences Curbs, Dikes and Driveways CRIB WALLS Reinforced Concrete Crib Wal I-Battered Wal Is-Types A,B and C Reinforced Concrete Crib Wal!-Battered Wal Is-Types D,E and F Reinforced Concrete Crib Wal I-Vertical Wal Is-Types A,B and C Reinforced Concrete Crib Wal I-Vertical Wal Is-Types D,E and F Reinforced Concrete Crib Wal I-Types A,B,C,D,E and F Header and Stretcher Detai Is Des!gn Doto for Reinforced Concrete Crib Wal I Foundation Pressure-Battered Wo! I Reinforced Concrete Crib Wal I Foundation Pressure- Vertical Wal I Steel Crib Wal I-Construction Detai Is Steel Crib Wal I-Design Doto Steel Crib Wal I-Design Data Timber Crib Wal I-Types A,B,C and D Timber Crib Wal I-Types A,B,C and D Design Data D D D72 D73 D D74A □ D748 D D74C □ D75 D D77A D D77B D D77C D D78 D D79 D D80 □ DBI D D82 D D84 D D85 D D86A D 086B D D86C D D87A D D87B D D87C D 088 □ D88A D D89 □ D90 D D93A 0 D93B D D93C D D94A D D94B D D95 □ 097A D D97B D 097C □ D97D D D97E □ D97F □ D97G 0 097H □ D98A D D98B □ D99A D D99B D D99C D 099D D HI D H2 D H3 D H4 D HS D HG D H7 D HB ■ Tl II T2 • T3 Drainage Inlets Drainage Inlets Drainage Inlets Drainage Inlets DRAINAGE Drainage Inlets Detai fs Pipe Inlet Grote Deto I Is Bicycle Proof Grote Detal Is Alternative Hinged Cover for Type OL and OS Inlets and Trash Rock for Type OCP Inlet Gutter Depressions Precost Reinforced Concrete Pipe-Direct Design Method Cast-In-Place Reinforced Concrete Single Box Culvert Cost-In-Place Reinforced Concrete Double Box Culvert Cost-In-Place Reinforced Concrete Box Culvert Mlscel laneous Detol ls Box Culvert Wingwol Is-Types A,B,C Box Culvert Wingwol Is-Types D and E Box Culvert Warped Wingwol Is Pipe Culvert Heodwaf !s, Endwal Is and Warped Wingwal Is Arch Culvert Heodwal !s, Endwal Is and Warped Wingwol Is Overslde Drains Overside Drains Underdralns Construction Loads on Culverts Strut Detoi Is for Structurer Steel Plate Pipes, Arches. and Vehicular Undercrossings Pipe Heodwal IS Pipe Culvert Headwal Is, Endwal Is and Wingwol Is-Types A,B and C Pipe Riser Connections Drainage Inlet Riser Connections Pipe Riser with Debris Rack Cage Metal and Plastic Flared End Sections Concrete Flared End Sections Concrete Arch Culverts Corrugated Meta r Pipe Coup I i ng Deto i rs No. I -Annu I or Coup J i ng Bond Sor and Strap and Angle Connectors Corrugated Metal Pipe Coup I ing Detar Is No. 2-Hot Bond Coupler and Flange Detoi Is Corrugated Meta I Pipe Coup I i ng Deta i Is No. 3-He I 1 ca I and Universal Couplers Corrugated Metal Pipe Coup I ing Detoi Is No. 4-Hugger Coup I ing Bonds Corrugated Metal Pipe Coup I ing Detai Is No. 5-Standard Jolnt Corrugated Metal Pipe Coup! ing Detoi Is No. 6-Positive Joint Corrugated Metal Pipe Coup I ing Detoi Is No. 7-Positive Joints and Downdralns Reinforced Concrete Pipe or Non-Reinforced Concrete P!pe Standard and Positive Joints Slotted Corrugated Steel Pipe Drain Detoi Is Slotted Corrugated Steel Pipe Drain Detol Is Structural Section Drainage System Detoi Is Edge Drain Outlet and Vent Detai Is Edge Drain Cleonout and vent Detoi Is Cross Drain Interceptor Detoi !s HIGHWAY PLANTING Planting and Irrigation-Abbreviations Planting and Irrigation-Symbols Planting and Irrigation-Detoi Is Planting and Irrigation-Detai Is Planting ond Irrigation-Detal Is Planting and Irrigation-Detoi ls Planting and Irrigation-Detoi Is Planting and Irrigation-Detai Is TEMPORARY FACILITIES Temporary Crash Cushion, Sand Fi I led Temporary Crash Cushion, Sand Fi I led Temporary Roi I Ing <Type Kl D D D • • D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DIST. l COUNTY I ROUTE I 12 I Oro I I I POST MILES TOTAL PROJECT 14.6/16.2 I 3 I 15 To accompany plans doted_5:....-2~3:....-9~4-'------- T4 Temporary Traffic Screen TIO Traffic Control System for Lone Closure on Freeways and Expressways TIOA Traffic Control System for Lone and Complete Closures on Freeways and Expressways Tl I Traffic Control System for Lone Closure on Multi lone Conventlonol Highways Tl2 Traffic Control System for Lone Closure on Multi lane Conventional Highways Tl3 Traffic Control System for Lone Closure on Two Lone Conventional Highways Tl4 Traffic Control System for Romp Closures BO-I B0-3 B0-5 80-!3 82-3 B2-5 B2-8 B2-9 B3-I B3-2 B3-3 B3-4 B3-5 B3-6 B3-7 Bridge Detoi Is Bridge Detoi Is Bridge Detal ls Bridge Detoi Is BRIDGE 16'' Cost-In-Ori I led-Hole Concrete Pl le Pl le Detal Is-Class 45 and Closs 70 Pl le Detoi Is-Class 45C and Closs 70C Load Test Anchor Pl te Detoi Is Retaining Wal I-Type I, H=4'-30' Retaining Wal I-Type I, H=32'-36' Retaining Wal I-Type IA Retaining Wal I-Type 2 Counterfort Retaining Wall-Type 3 Counterfort Retaining Wal I-Type 4 Retaining Wal I-Type 5 83-8 Retaining Wal I Detol ls No. I RSP B3·9 Retaining Wall Detalls No.2 83-1 J Retaining Wal I Type 6-6' -0'' Maximum 86-1 T-BeomDetolls 86-10 Uti I ity Openings, T-Beam 86-21 Joint Seals <Maximum Movement Roting= 2'' > 87-1 87-5 B7-6 87-10 87-I I B8-5 BI I - 7 Box Girder Detol Is Deck Drains Deck Drains-Type D-1 ond D-2 Uti I ity Opening-Box Girder Uti I ity Detal IS Cost-In-Place Prestressed Girder Detal Is Chain Link Roi I ing Bl 1-47 Coble Roi I ing BI I -5 I Tubu I or Hand Roi I i ng 811-52 Chain L lnk Roi I ing Type 7 Bl 1-53 Concrete Barrier Type 25 Bl 1-54 Concrete Sorrier Type 26 □ 813-I SI ope Protection Deto i I No. I Slope Protection Deto! I No. 2 □ 813-2 □ B14-1 □ 814-3 □ Bl4-4 D Bl 4-5 §§ RSI ~ RS2 □ RS3 D RS4 Structural Steel Plate Vehicular Undercrossing Corrmunicotion and Sprinkler Control Conduit (Conduit less than 4'' Diameter) Water Supp I y Line CBr 1 dgeJ CP i pe I ess than 4'' Diameter> Water Supply Line CDetoilsl (Pipe less than 4'' Diameter> ROADSIDE SIGNS Roadside Signs, Typical lnsto! lotion Detoi Is No. 1 Roods i de Signs, Wood Posts, Typ i co I I nsta I I at ion Deto i I No. 2 Roadside Signs, Laminated Box Wood Posts, Typical lnstal lotion Deto 1 Is No. 3 Roadside Signs, Typical lnstal lotion Detoi I No. 4 SHEET 1 OF 2 STANDARD PLANS LIST (July, 1992 Edition) Revised November 5, 1992 The Revised Standard Plans CRSPl and New Standard Plans (NSPl which apply to this contract ore included os individual sheets of the project plons. The Standard Plan sheets applicable to this contract include, but ore not limited to those indicated by a marked box. USERNAME => ,-ichord CONTRACT NO 12 028904 _ -----~D~G~N~F ~' ,~,~-~) =/u~r /r i chord/PC/c02899~c~I -~d~o~-~-------·--------------~__J rAL ~ 5 -1 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D •□ D D D D D D -------·-------------------------------------------------------- @ II' Eal'! t'I la IUJ S Hll!'<i $ OVERHEAD SIGNS-TRUSS SI Overhead Signs-Truss. I nstruc-t ! ons and Exomp! es S2 Overhead signs-Truss, Single Post Type, Post Type I I thru VI I S3 Overhead Signs-Truss. Two Post Type, Post Type 1-S thru YI !-S S4 Overhead Signs-Truss, Slngle Post Type, Structural Frame Members S5 Overhead Signs-Truss, Two Post Type, Structural Frame Members S6 Overhead Signs-Truss, Structural Frame Detol Is S7 Overhead Signs-Truss, Frame Juncture Detol Is SBA Overhead Signs-Steel Frame Removable Sign Panel Frames S8B Overhead Signs-Removable Sign Panel Frames, Overhead Formed Panel Mounting Detol Is SBC Overhead Signs-Truss, Sign Panel Mounting Detol Is, Laminated Pone! -Type A 580 Overhead S ! gns-Truss, Removab I e SI gn Pane I Frames I IO" and 120" Sign Panels S9 Overhead Signs-Walkway Detal ls No. I SIO Overhead Signs-Walkway Detai Is No. 2 SI I Overhead S 1 gns-Wa I kway Safety Ra! I ! ng Deta i J s Sl3 Overhead Signs-Truss Pl le Foundation OVERHEAD SIGNS-LIGHTWEIGHT Sl4A Overhead Signs-Lightweight Balanced-Single Steel Post Connection and Mounti8Q Detol Is S!48 Overhead Signs-Lightweight Bolonced-Slngle Steel Post Detai Is SIS Overhead Signs-Lightweight, Type A, Connection Deta! Is Sl6 Overhead Signs-Lightweight, Type B. Connection Detol Is Sl7 Overhead Signs-Lightweight, Type C, Connection Detal Is Sl8A Overhead Signs-Lightweight, Sign Panel Mounting Detal Is, Laminated Panels-Type A S188 Overhead Signs-Lightweight, Light Fixture Mounting Detai Is S20A Overhead Signs-Lightweight Post Detoi Is 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 □eta! Is S40C Overhead Signs-Box Beam, Closed Truss, Ribbed Sheet Meta! Detai IS S40□ Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Detoi Is S40E Overhead Signs-Box Beam, CI osed Truss. Two Post Type Fr·ame Junc·rure Data i Is S40F Overhead Signs-Box Beam, C!osed Truss. Two Post Type Post Detal IS S40G Overhead Signs-Box Beam, Closed Truss. Single Post Type Frame Members S40H Overhead Signs-Box Beam. Closed Truss, S!ngle Post Conti lever Frame Deta 1 Is S40 I Overhead Signs-Box Beam, CI osed Truss, Sing I e Post Cant ri ever Frame Juncture Detoi Is S40J Overhead Signs-Box Beam, Closed Truss. Single Post Conti lever Post Deto i Is S40K Overhead Signs-Box Beam. Closed Truss, Single Post Butterfly Frame Deto J Is S40L Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Frame Juncture Detai Is S40M Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Post □eta i Is OVERHEAD SIGNS-TUBULAR S40N Overhead Signs-Tubu I or, Instruct i ans and Exomp I es S40P Overhead Signs-Tubular, Single Post Type Layout. and Pipe Selection S400 Overhead Signs-Tubular, Two Post Type Layout and Pipe Sections S40R Overhead Signs-Tubular, Structural Frame □eta! Is No. I S40S Overhead Signs-Tubular, Structural Frame Detai Is No. 2 S40T Overhead Signs-Tubular Foundation Detal IS ■ ■ D D D D D D D D D D D D D D D D D ■ ■ D D ■ D D D D D D D D D D D D D D D D D D D D D SIGNALS, LIGHTING P!li>ID ELECT~iC:iU., SYSTEMS ES-IA Signal, Lighting and Electrical Systems-Symbols and Abbreviations ES-IB Signal, Lighting and Electrical Systems-Symbols and Abbreviations ES-2A Signal, Lighting and Electrical Systems-Service Equipment ES-2B Signal, Lighting and Electrlcol Systems-Service Equipment ES-2C Signal, Lighting and Electrical Systems-Service Equipment Notes ES-2D 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 Electrlcol Systems-Service Equipment and Typical Wiring Diagram, Type C ES-3A Signal, Lighting and Electrical Systems-Signal Heads and Mountings ES-3B Signal, Lighting and Electrical Systems-Signal Heads and Mountings ES-3C Signal, Lighting and Electrical Systems-Signal Heads and Mountings ES-3D Signal, Lighting and Electrical Systems-S!gnal Heads and Mountings ES-3E Slgnol, Lighting and Electrical Systems-Signal Heads and Mountings ES-4A Signal, Lighting and Electrical Systems-Control !er Cabinet Detal Is ES-4B Signal, Lighting and Electrical Systems-Controller Cabinet Detal Is ES-4C Slgnol, Lighting and Electrical Systems-Controller Cabinet Details ES-4D Irrigation Controller Enclosure Cabinet ES-4E Signal, Lighting and Electrlcol Systems-Telephone Demarcation Cabinet Detal Is ES-4F Signal, Lighting and Electrical Systems-Telephone Demarcation Cabinet Detal Is ES-5A Signal, Lighting and Electrical Systems-Detectors ES-5B ES-SC ES-SD ES-SE Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors ES-SF Signal, Lighting and Electrlcol Systems-Pedestrian Barricades ES-6A Signal and Lighting Standards-Type I Stondords and Equipment Numbering ES-6AA Signal Standards-Push Button Post ES-6B Llgntlng Standards-Types 15, 21 and 22 ES-6C Lighting Standards-80' to 160' High Most Light Pole, Foundation Detol ls ES-6D Lighting Standards-Types 30 and 31, SI ip Base ES-6DA Lighting Standards-Type 32 ES-6E Lighting Standards-Types 30 and 31, SI ip Base Plate Detol !s ES-6F Lighting Standards-10 Degree Type ES-6H Lighting Standards-10 Degree Type, Detoi Is ES-6J Signal and Lighting Standards-Case I Arm Loading, Wind Velocity= 70 MPH, Arm Lengths 15' to 30' ES-6K Signal and Lighting Standards-Cose 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 !5' to 45' ES-6M Slgnol and Lighting Standards-Case 4 Arm Loading, Wind Velocity= 70 MPH, Arm Lengths 25' to 45' ES-6MA Signal and Lighting Standards-Case 5 Arm Loading. Wind Veloc!ty = 70 MPH. Arm Lengths 50' to 55' ES-6N Signal and Lighting Standards-. Type 40-0-80 ES-60 Signal and Lighting Standards-Case l Arm Loading, Wind Velocity= 80 MPH, Arm Lengths 25' to 30' ES-6P Slgnal 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 Standards-Case 4 Arm Loading, Wind Velocity= 80 MPH, Arm Lengths 25' to 45' ES-6RA Signal and Lighting Standards-Cose 5 Arm Loading, Wind Velocity= 80 MPH, Arm Lengths 50' to 55' D D D D D D D D D D D D D D D D D ■ D D D D D D D D D D D D D DIST. COUNTY ROUTE POST MILES TOTAL PROJECT ' T01AL Stt£ETS 12 Ora 14.6/16.2 4 To accompany plans doted_s_-_2_3_-_94 __ _ ES-6S Signal and Lighting Standards-Details No. ES-6T Signal and Lighting Standards-Details No. 2 IS ES-6TA Signal and Lighting Standards-Pole and Most Arm Alterna ES-6U Lighting Standards-Types 10 and 15 Slip Base Insert ES-6V Signal ond Sign Standards-Type 33 Left Turn tives ES-7A Signal, Lighting and Electrical Systems-Electrical □eta l ls, Structure lnstol lotions ES-7B Signal, Lighting ond Electrical Systems-Electrical □eta i Is, Structure lnstal lotions ES-7C Signal, Lighting and Electrical Systems-Electrical □eta i Is. Structure lnsto! lotions ES-7D Signal, Lighting ond Electrical Systems-Electrical Deto i Is, Structure lnstal lotions ES-7E Signal, Lighting and Electrical Systems-Electrical □eta i Is, Structure lnstal lotions s ES-7F Signal, Lighting and Electrical Systems-Flush Soffit Luminaire Modification Detai Is, Structure lnstol lotion ES-8 Signal, Lighting and Electrical Systems-Pul I Box Detoi I ES-9A Signol, Lighting and Electrical Systems-Conti lever Flos hlng Beacon. Types 9. 9A, 9B ES-9B Signal, Lighting and Electrical Systems-Conti lever Flas Beacon, Types 9, 9A, 9B ES-10 Signal, Lighting and Electrical Systems-lsolux Diagrams ES-I I Signal, Lighting and Electrlcal Systems-Foundation lnstal lat Ions ES-12 Signal, Lighting and Electrical Systems-Pedestrian Undercrossing Fluorescent Lighting Fixture hing ES-13 Signol, Lighting and Electrical Systems-Spl Icing Detoi ES-14 Signal, Lighting and Electrical Systems-Wiring □eta! I Is and Fuse Ratings ES-15 Signal, Lighting ond Electrical Systems-Pedestrian Overcrossing Fluorescent Lighting Fixture ES-27A Signal, Lighting and Electrical Systems-Extinguishable Message S 1 gn, IO'' Letters ES-27B Signal, Lighting and Electrical Systems-Extinguishable Message Sign, IO', Letters ES-28 Signal, Lighting and Electrical Systems-Extlngulshoble Message Sign and Flashing Beacons SIGN ILLUMINATION ES-29 Sign II luminotion-Mercury Sign II luminotion Equipment ES-30 Sign II luminatlon-36" Fluorescent Sign II lumination Equ i pment ES-32A Sign II luminotion-Sign II lumination Equipment ES-32B Sign II luminotion-Sign II rumination Control ES-33 Sign II !uminot!on-Internally II luminoted Street Name S NEW STANDARD PLANS NSP A88 Curb Ramp-□eta i 1 s No. I NSP A89 Curb Romp-Oetai Is No. 2 NSP T7 Construction Project Funding lndentificotian Signs SHEET 2 OF 2 STANDARD PLANS LI (July, 1992 Editionl Revtsed November 5, 1992 ign ST lJ'::i::RNA~IE ='> ,in10,d CONTRACT NO. 12-028904 ~ m 0 - ~ m m - ► ~ ~ -~ A a w ~ ~ 0 ~ Q w " ~ The Revised Stondoi-d Plans (RSPl and New Standard Plans <NSPl which apply to this cont.act ore included as individual sheets of the project plans. ____ T_h_e_Stondard Pion sheets applicable to this contract i~?~~e. but ore not limited to those indicated by a marked box. _________ pG:~_.Ci'' c) ius,../,iCIYJrd. PO/cO?890c2.dq -------------··--··•--"-- 0 w ► "' a, > 0 w w oc "' w > r w 4 oc 0 w 0 rO 4' ' 00 0 0 0 0 0 ,► r 0 a, w a, rO 4W 0 ~z w ~o ~ u-u ~"' w 4W I uo u z " w w >-w :::, , __ z "' -z 0 z w _J e I u w "-" 0 oc " z 0 ~ i;c 0 ~ 0 '< w 2' 0 ~ 0 z ~ <C z ~ i" z = w = ~ I-z -~ <C z :ii = 2 ~ = j ~ ~ 0 ~ ;' 0 • •-';°<M CJC-OC. 92-PF 5' END CONSTRUCT I ON Sta 153+70 0. 08' AC (TYPE 8} DIST COUNTY ROUTE 12 Ora POST M•LES S'-iEET TOTAL TOTAL PROJECT NO. SHEETS 14.6/16.2 5 15 ~ i/QJr)~-1/13 REGISERED CI VI LEGEER 5-23-94 PLANS APPROVAL DATE BEGIN CONSTRUCTION Sta 237+78 EX I ST CURB & GUTTER~--C COLD PLANE AC PAVEMENT <O. 08' MAX) COLD PLANE AC PAVEMENT (0, 08' MAXl <REV. 3/88) COLD PLANE AC PAVEMENT <O. 08' MAX) DETAIL A PAVING FOR CURB AND GUTTER LOCATIONS r u ::, "' r "' z 0 u C, z w ~ 10' M!N z I-------'-'' 2e_'-2M~A,,,X~-------, C, w a, SECTION C-C O.OS'AC <TYPE Bl -~ EXIST AC PAVEMENT EXIST AC PAVEMENT DETAIL B PAVING FOR TYPICAL INTERSECTION AND PRIVATE DRIVEWAY APPROACHES MANHOLE FRAME & COVER i SECTION B-B C LEGEND ~ LIM!TSOF AC OVERLAY COLD PLANED AREA O.OB'AC <TYPE BJ 0. 08' AC (TYPE Bl 0.08'AC <TYPE Bl SECTION A-A -~ EXIST AC PAVEMENT FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES EXISTy- AC PAVEMENT COLD PLANE MANHOLE OR VALVE ACCESS -----------------·t EX I ST AC PAVEMENT --COLD PLANE AC PAVEMENT (0.0S'MAXl AC PAVEMENT (0.08'MAXl DETAIL C PAVING FOR MANHOLE OR_VALVE ACCESS LOCATIONS NOTES, I.BEFORE PAVING MANHOLE OR VALVE ACCESS LOCATIONS, MARK AND VERIFY THAT THE COYER IS LOOSE. 2.COLD PLANE AROUND MANHOLE COYER BEFORE PAVING. CONSTRUCTION DETAILS NO SCALE C-1 USERNAME = > r i chord DGN FILE O > /usr-;r-i chor-d/PO/c02890g. dgn cu 12001 EA 02890< ~ ' " 0 < i--- oa ao -I 0 -I zn ► O re n on no ► rs nr ► -z co z z n I n 0 ro I--I [ c-- oC 0~ zn ~ ,. 7 ,---~: [Tlr' ,o C 0 0 CT ~ (1) 0 0 CT ru -·c I~ '" 0 ~ ~ 0 ? 0 ,D 0 1---n C N '" 0 !--·--- "' ,,. 0 N "' w 0 I STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER CALCULATED/ 00 DATE REVISED BY .. _. f-'-D~E~S_I Gc_N~E~D~B~Y+-+O_I_O+--------!----!----!----!--e---1---e-_J ·~ MAINTENANCE z 0 -< rn "" V, >< ~ ®~ -,. n n~ 0 ~ w ;;; "' "' z V, 0 -" ~c, '" ,. ,. "'z V, 0 "'z r -"' n V, 0 X xr 0 ~n N ,-V> z ,,. ,. ,. "' U1 ~ ~ N -< "' oo :0 zz C ,. V> z n ;o -< ~ ~ 0 0 - 15 "' 0 0 N N ~ z C ,n ' ' z ,. ,. " )> ~ 0 ,o "' "' X X v, :0 0 ~ J:>, ~ ~ "" "' )> V> ;o ,. -;:: -z C, -~ ~ 0 U1 z z -"' V, C) 0 -N z "' "' U1 ~ ~ I "' IN INI~ "' z C, z "' "' ;o 0 0 z en -I :x, C: 0 -I 0 i5 z V, n :I> ,. r :x, "' m :I> 0 en en C) ' z --en 1,.AST REVISION 03-21-941 TIME. PLOTTED=> 31-MAY-199'1 1<1:'16 PHIL NGUYl:.N CHECKED BY ®-11-® AVOCADO AVE ACACIA VE ~ :0 8 ..., ,,, I 8£GO IA AV£~ - CARNATION AV ~ :,,.. ,;; HELiOTRo PE AVE;;; / IRIS AV£ ,,. u, ----, ~ I ,. JASMIN( AV£ f" LARKSPU, AV];_ V> ,. l> I ""!fl'-A "' ,., ,., "' •~l ... n, 1::1 < AVE ,., ~ [ ,. 5 HAZEL DR MoRtv, f--__ OMt, I QI Al'_ AVE PQilNSLJJiA AVE ;oe PUA VE -"' n R o ~POINT D ?l @-11-® I :0 0 C ..., ,,, I 00 I 010 I DATE REVISED " s V> z ' ON ,w " ' "'" ~ J:>, ► r ~ n ,,. ,m\\,fi. I 0,. .~ ~ ' I-- I-- I-- " - 0 ;'" ~~ "' " ' " "" ?"' 2;= N ~~ 1--" '" cr-i 6~ ~ • r::; -~6 V> n" ,► ,er I I DI STj COUNTY I ROUTE I TO~~CT P~b~iir 1s~~elsWlth ,2 I Ora I I I 14.6/16.2 I 7 I 15 ~rnfoa:!v1~ 4/13/94 ~ll-\l@0i14 DATE;$;. i &' ~ . ' " INDUCTIVE LOOP DETECTOR 5-23-94 § .J:!...!J .. NGUYEN % ~ C 46773 'A PLANS APPROVAL DATE So. • Exp. 6/30/95 * ,_ NO OF STA TO STA LOOP DETECTORS ¾.,-( CiVI\... ,Jf-%-.,,,_ or c~1:i" 155+50 TO 156+00 3 !63+90 TO 166+00 2 181+50 TO 184+00 13 197+50 TO 199+00 2 D 213+50 TO 216+00 2 w ~ 227+50 TO 290+50 8 V, m - TOTAL > 30 D w w oc V, -w > ~ w 4 oc D ' w ~o 0 4' ' Do 0 0 0 0 0 ROADWAY QUANTITIES ,> > DCD w m ~D 4W D ~z w coo y u-u ~ V, w COLD PLANE 4W I uD u ASPHALT ASPHALT IC ASPHALT CONCRETE CONCRETE EMULSION PAVEMENT (TYPE Bl (PAINT BINDER> (0.08'MAXIMUMl oc w w z STA TO STA LOCATION ,_ z w -->-0 ::, TON TON SOYD z w 0 z ~ DAHLIA AVE 603 153+70 TO 156+93 70 o. 6 u _J w 156+93 TO 160+72 FERN LEAF AVE , -53 0.4 380 0 :,: GOLDENROD AVE oc Q_ 160+72 TO 164+32 42 0. 3 350 ~ 164+32 TO !68+10 HELIOTROPE AVE 50 0. 4 414 I 68+ !O TO 171+59 IRIS AYE 48 0.4 358 171 +59 TO 175+36 JASMINE AVE 49 0.4 386 I 75+36 TO 179+00 LARKSPUR AVE 53 0.4 --7 179+00 TO 182+75 MARGUERITE AVE 49 0. 4 370 = 182+75 TO 185+94 MAR I GOLD AVE 44 0.3 322 0 -185+94 TO 188+94 NARCISSUS AVE 43 0. 3 320 -:c 188+94 TO 191+94 ORCHID AVE 43 334 = 0.3 ' 0 ~ 191 +94 TO 195+17 POINSETTIA AVE 43 0.3 328 ~ = w POPPY AVE = 195+17 TO 198+2! ,s 0. 3 328 = -(.) ~ 198+21 TO 199+7! HAZEL DR 18 0. I 172 0 z -< 199+71 TO 204+40 SEAWARD RD 67 0. 5 609 c:s i" z 204;.40 TO 215+15 MORNING CYN RD 132 I. 0 978 = w 203 I. 5 1289 = 215+15 TO 228+23 CAMEO HIGHLAND DR "" I-228+23 TO 237+78 NEWPORT BEACH = 150 100 z CITY LIMITS I, I SUB TOTAL J 196 9.0 8008 = < TOTAL I! 96 9.0 8008 -= :E = c' -~ 3 i ~ 0 ' = SUMMARY OF QUANTITIES -~ tor-;;; gl! ! • Q-1 " 0 ~! ~ I FOR REDUCED PLANS 0 I ' ' I I EA F00Y DC-OE-32-PF ,REV. 3/881 ORIGINAL SCALE IS " INCHES I I I I I I I cu 12601 028901 -----------·- I I o I sTI couNTY I ROUTE I rn~~'t_T p1t6~[~ r !5~~:TlsWllh , 2 I Ora I I I 14.6/16.2 I 8 I 15 rul'i ,/GJ)'} ~ 4/ 13/94_,,..._,... iot£5SI0,y REG1sERED c1v1LNEER DATE~~' 'I :§ 4,, ' ' " /gl:>HIL NGUYEN~ 5-23-94 :,.tlN~. C 46773 ,;; PLANS APPROVAL DATE -tt Exp. 6/30/95 * - ¾,,.t' CJV\L <;JI.,%.,,_ or c~0\ D w ' "" rn -> D w w " "' -w > c w 4 " D ' w co 0 4' ' Do 0 0 0 PAVEMENT DELINEATION QUANTITIES 0 0 . '' ' PAINT TRAFFIC THERMOPLASTIC om w en THERMOPLASTIC PAVEMENT MARKING PAVEMENT MARKER cD STRIPE <2-COATl TRAFFIC STRIPE 4W D ~z w ~o ~ DETAIL u-u ~"' w NO 28 278 ARROWS WORDS DIAGONAL LIMIT LINE REFLECTIVE 4W I 9 38 NON-REFLECTIVE UD u - 4" 4" 4" 8" TYPE LEFT TYPE TYPE DOUBLE SOLID SIGNAL AHEAD WAIT HERE ONLY TURN LANE KEEP CLEAR 12" WHITE 12" WHITE BROKEN SOLID WHITE IV A G " STA TO STA LOCATION { I 7-7) YELLOW WHITE w w z ,_ z ul LF LF EA EA ~ ->-LF LF SOFT SOFT SOFT SOFT SOFT SOFT SOFT SOFT SOFT SOFT SOFT SOFT SOFT 0 ::, z w <.:) z !53+70 TO 156+93 DAHLIA AVE I, 200 310 293 125 15 64 62 57 78 52 43 135 17 c u __J 156+93 TO 160+72 FERN LEAF AVE 640 380 125 30 52 24 6 140 88 16 w 38 22 19 ' -0 :,: 160+72 TO 164+32 GOLDENROD AVE 620 140 160 15 76 I 04 22 19 24 6 205 75 13 " a.. " 164+32 TO 168+!0 HELIOTROPE AVE 720 200 15 145 94 17 160 168+10 TO 171+59 IRIS AVE 660 500 70 15 64 62 22 85 16 ._. 171 +59 TO 175+36 JASM!NE AVE 660 520 195 45 66 120 75 14 175+36 TO 179+00 LARKSPUR AVE 740 340 200 30 64 62 22 155 80 14 179+00 TO 182+75 MARGUERITE AVE 600 310 45 44 25 365 45 8 182+75 TO 185+94 z MAR I GOLD AVE 460 I I 0 210 30 44 48 54 330 55 9 0 185+94 TO 188+94 NARCISSUS AVE 520 480 190 30 64 62 22 60 11 --~ 188+94 TO 191 +94 ORCHID AVE 500 520 200 30 44 60 II " 0 191 +94 TO 195+17 PO i NSETT I A AVE 500 500 180 30 64 62 44 I 150 63 11 ~ ~ w 195+17 TO !98+2! POPPY AVE 500 180 180 30 44 150 63 11 ec 0 198+21 TO 199+71 HAZEL DR 260 100 15 64 62 44 150 13 3 ro 0 z ~ 199+7 I TO 204+40 SEAWARD RD 840 150 15 64 62 44 140 23 N -<i:: -z 204+40 TO 215+\5 MORNING CYN RD I, 680 I, 460 1530 240 30 128 124 44 150 210 ~ 36 ~ ~ z ITT 2,400 I, 900 2000 480 45 128 124 44 360 51 ITT = II.I 215+15 TO 228+23 CAMEO HIGHLAND DR 555 -~ ~ 228+23 TO 237+78 NEWPORT BEA.CH I, 800 I, 600 1800 120 15 64 62 22 190 225 39 ;_ CITY LIMITS . 4 z SUB TOTAL 15,300 9, 140 5623 3395 480 768 744 171 234 594 38 48 12 48 54 77 2848 1926 320 ~ - TOTAL 3395 320 ~ = ~ 30,063 6 ! ! 6 1926 -z :ii: = 0 c' w -c ~ ~ = I 0 u NOTE; NEW PAVEMENT DELINEATION IS TO REPLACE ~ ~ ~ 0 OBLITERATED PAVEMENT DELINEATION AT w ~ THE SAME LOCATION. ~ ' -= SUMMARY OF QUANTITIES c ,_ ~ --;;, "' ' 1• ~ Q-2 0 ' i N - I FOR REDUCED PLANS C ' ' ' ' USERflAME =>, icl--iord I cu i EA C')RM DC:-OE-97.-PCC <RE'>'. 3/881 ORIGINAL SCALE 1$ '" INCHES I ' ' ____ J I DGN F!LE = > /us, 1, i ct1a, d/P8/c02890o2.dg 12601 028901 ----_____ ,,,, ------- l· l· I I I I I STATE Of CALIFORNIA , I • ~ MAINTENANCE DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER CALCULATED/ DESIGNED BY DATE, REV I SEO BY I ,, V oa co -a 0 ·< zn >O ,-c n cc no > rs n:; -Z "" z a iii " [" f: oc 0~ z~ ~ oz -,. ~~ V V •. , C -· "0 7 ~ vO 7' -• 0 0 7 0 ; •, ~ ~ 0 0 N w ~ 0 C ,g n C N m 0 ~ \ I I I ii ~'1 VI n l> r m N 0 m ' ... '1 I ~o')>ll .-\ z 0 ~ m VI ~ I -VI " r l> z l> n n C :0 l> ~ m ~ 0 :0 m r m n ~ :0 -n l> r "' 0 :0 A 0 z r ;< z ~'1 C c:: 0 -I -< m r 0 0 ,, C m -I m 0 -I 0 ::0 PHIL NGUYEN CHECKED BY DATE REV I SEO I '· \ ,ft ·,, \ \ \ \ I \ \ \ ;;, . \ \ \ 11'\11'\4\ IA'_\~ ~.r-t'· \ \ \ \ 26' \ 12' \ I 2' \ ~~l \ \ \ \ , I ' \ ' I \ \ 1 \ ;;, , I N .\_,_ ...... ~· ~ \ I I \ l \ \ \) I •• I .l--·· ·--· ,. ·-··. / 26' 12' 13' ~ + . .\. ........ ---- 14' 12' i \ \ \ \ \ ',:;-~: \ \\ \ ' ' . \\ 1"', '-,.,"' \., \.·· \ ··, \ \ • '\ ·-•. I i, • --------•-+-----··""_/ ' / /,/ ( // // /// ')~~ / // / ~ / 12' 16' / / -i<:,'> / -0<::' / / /// Q,. / "' / / e:,'c' / /' ' / . / / / // I / / /I I • ,:,'/ I 1 1 L/f // / Ill // './ I // I I / l / ~QI ~'1~'t\'1'.l I 11 ::0 !? -, "' i ~. ~ I 1; /, / r .// 1 i D? I r I -~ ::; '?/ ,' I ~/~ 6'X$•~ 816'X6• £c, tc2 £c3 I I /",/ _,,-/ / ...... -- .. --···•;;:/ TIME PLOTTrn => 31-MAY-1994 12:39 _,/ "'.),qf'. '0<;,'<',_'6 ..• / r::i'<o ' 0 " W1 -C r N > "' -< z ' 0 ON .~ 0 0 C " ' 7 z "'" 0 ::; 2A 0~ < > ii ~1-1~ " A 0 •" ,o rC "' " ' " -"' o-?' er f'll'l N oo " "' <.D 16Fii .n --"' "• Lo ui l~j; _ui• 0 w r m v; > 0 w w " v; w > c w 4 " 0 w c 4 0 ' ► > om w m cO 4W 0 JZ w C, ~" ~ "'---·· u-u '-} ""( J<" w 4W I ! uo u '" ~ " "' : ::------------::1 _) w w z z 0 .. • " w -\ z >-' w :, \ c <.:) u z -~ w , ...I "' 0 " :,: Q <l. z 0 ~ ;< = 0 ~ ~ w = ec 0 ~ z 0 c· < z ~ z i" = I.I! = Ee I-= z -= < z ::E = 2 ~ i = ~ :-'5 ~ ~ ;< ~ • •0~,, v:;-oc_ -'l2 -D~ '"~V 3/83) > <t 0 0 0: z w 0 ...I 0 "' i\ \ DIST COUNTY ROUTE 12 Ora 5-23-94 POST MILES SHEET TOTAL TOfAL f-'HuJECT NO. SHEETS 14.6/16.2 10 15 PLANS APPROVAL '-- 1~ ROUTE /0I ____________________ L -........... ,.-f ---·-----',~-----+--/ ',' NOTES: TH IS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. INDUCTIVE LOOP DETECTOR SCALE I" 20' E-2 FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES USERNAME => richo..-d DGN r-~::: = > /us,--/1ich0rd,?C•/cC,2fj'}Qc.,:2. ClQ ::u 12601 028901 m ~ ~ V m m > 4 ':' 0 w c c 0 J Q w " ~ V "' ; ' • ~ §1 ' V 0 I I I o I srl couNTY I ROUTE I ro~~'tr P~0~~ir l5~b:ris'H0EV,Ls 12 I Ora I I I 14.6/16.2 I II I 15 ~REt~l?ff&ffl <1/1 3/94 1lSSJ DATE~~~\) ON4( & ~ ' g HIL NGUYE~ri 5-23-94 ~I No, C 46773 ;:; PLANS APPROVAL " Exp.6/30/95 ·~ ¾,it Cry\\, <:::,'f..%..,_ OF C~\'I~ 0 w r "' ro -> 0 w w <r ~ "' -w -q; > ~ w <C ),.. <r 0 Q_ ' w Is ~ a:: <C Q_ C 0 .J ~ ,► r 1 O<D , w ro , ~o <Cw 0 ~x~ ,/: ___ / ~ ' ! JZ w , ~'-' ~ u-u ~,J------,: 7. .,, / J"' w <Cw I t I uo u H ! ' x! --------·--··-·-· ----------~l ···---·-------~ ! ! <r ' w "' ". 20' -------w 6 { 9 z z --t-;6-~I-' 20 + + + -~ ,_ -,...-1 w 197 198 ! ;·, 199 "' 200 ' 0 >------------·-, z ~ :~ w :::, ~ "' u z ·---------··---~--..... , .... ~--~-------------------~ w ' _J 0 -ROUTE I <r ~ ::c Q_ ___ ,,_ -··-·,,\ --,_ / ;............. ........ , j ........ ! ! a:: ! C i ' .J z ~ 0 --q; ~ ::c ;" -q; = , 0 ),.. ~ ~ w Q_ z = Q_ go 0 0 ~ 6 z Q_ -< "' ~ -cc z " i" m w m = = -~ I-' = s z ~ --< ~ = " -::& z = 5' 0 -w ~ ~ j ~ ;5 0 J ~ Q 0 w :"' " , = NOTES, THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. -~ ~ ~ INDUCTIVE LOOP DETECTOR "I , • E-3 el" SCALE I" a 20' -' ! ~ j 0 ! I roR REDUCED PLANS 0 ' ' ' I USERNAME • > babe ! cu I EA 028901 H,RM clC-GE-92-P<' <REV. 3/88) ORIGINAL SCALE ,s " I NC HES I I ' I DGN FILE -> /usr/bobe/P I 7 /c02890u3. dgn 12601 I 0 w r V, ro -> 0 w w V, oc -w > >-w 4 oc 0 w ~ 4 0 ,r r o ro w ro >-0 4W 0 JZ w ::,o " u-u JV> w 4W I uo u oc w w z z -Lu 0 z >-w :::, >-<.O u z w , ...J 0 -oc I ' 0.. = 0 --"" = 0 ~ ~ w "' i= u ~ z 0 -<C = ~ z i" = w = tc I-= z -= <C -:!! = = c' --" j = ~ ~ 0 ~ "" ~ • I e--"'--a,__ ____ 212"---------=-=-=\::::~ f---"'--ae-----------~ ---- ---'-------------1 . I I j C er z 0 >-z <C u <.O z z er s ' f \ I NOTES: TH!S PLAN ACCURATE FOR ELECTRICAL WORK ONLY. F0RM L•C·>'JiC-92-P" <RSV. 3/881 _L FOR REDUCED PLANS o 1 2 3 I USERNAME = > bobe ~----------~-'--'"------------------__________________ __:o:c~,~G~l~N:'~'-s~c~•~c~E__:':s_,, N'."_~' N:':"~E~S~-'= '===='==='===='__: ____ L __ ____c,D~~":J. .. ~-i LE = > /usr-/booe/P I 7 /c0289Cu"1. dgn o I srl COUNTY I ROUTE I TO~~rT P~iJSf~r 1s~~PlsWltrLs 12j Oro j I j 14.6/16.2 j 12 j 15 6:hi!u? i/a,m ~ 4/!3/94 'i'~~ON. REGISTERED CIVILEGEER DATE£.~''" 6'&; ~ f HIL NGUYE % 5-23-94 ~1No C 46773 J";; PLANS APPROVAL {I: E~p.6/30/95 >l-"-- INDUCTIVE I cu !2601 ¾;-.{ CJV\\.. r;;9.-*..,_ OF C~\.\"i 218 • LOOP DETECTOR SCALE I" = 20' E-4 I EA 028901 I ' 0 .. g STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER CALCULATED/ DATE REVISED BY DESIGNED BY 4t llrllhr,w MA INT EN AN CE PH I L NGUYEN rc~H~Ec~K-E=o ~B~Y-+----+-+-----t---+--t---+--1---+---1~-, DATE REVISED , " < ' ' . n 0 " " n 0 C n mn no > no rir· > .. z mm z 0 N oc 0~ zn ~ ~z -• ,--$';: nn V V -· C 0 m 3 7 0 -, 0 3 Q -" ~ n 0 N ~ ~ 0 C ~ 0 ~ 0 I n I C " I "' 0 - "' I ,,. ii V, n ,,. r "' - " "2 m ' (JI z 0 -; "' V, -; I V, " r ,,. z ,,. n n C CD ,,. -; "' ~ 0 CD "" r "' n -; ,, n ,,. r =e 0 CD A 0 z r -< z C C: 0 -I < m r 0 0 ,, C m -I m 0 -I 0 ;i:, I ~A'il RE~!~ MARGUERITE AV 104-13-94 TIME PLOTTED=> 31-MAY-1994 13•17 ____ _l_ I I I I 1/ / / I I ,/ / ,I )/ I ,/ /2, I / // i !/ / l ! / l1 .::0 / t flo I I !le::! I 11 -1 / / /! f7J I "~ I 1 / 1 "7'J! iJ -i / /1 i ''-...J. ! I , I. 1--::::..c :Y,._ I / ·~~.L 1/ /I ' / 12,.r,2,/ / ~!10-1 I'--/ . ' ' I • / ! • ! I I I I I -, I / ;(f. I /. / ,<\."./ .. "' . .;;I fi;e• • 1 / I 1~1 // .. I I ········-··· I • ··-"··--./.,.,. 1/ I I • I /I/ I J ·······7\,_. ___ _ I / I ,I ! /2/ j ·····{-. ~ / , ... / t'0Jj//11 I I i /' /2 I 11 v/'; 1 I ' 'l1 / I 0 • . c:: I I ;;: I t,z, I 12, · • I . I / V / . ;~·; 1/ , I ' . I I I / I ~ C, • I I I I I I 1 I ! I I I"'""'"" ; '\ AV V, ' " ~ ' "' h ·o " 0 ,, ,o "" IC~ ' " -a< "' o-• en N nn no " V, ,z uJ lol'l .n -" m, "o U1 1~i::1 ;:c ·1 -1 I ' ·! i, I I l· !;L_ STATE OF CALIFORNIA -DEPARTMENT OF TRANSPORTATION PROJECT ENGIINEE_R ;;~_~';~~~~E~: REVISED BY ;; ' 0 n ~ " " n < f--------l " 0 " " 0 0 C 0 00 00 ► rs or ► -z 00 z z 0 I 0 0 ,-o c f-- f-N c ,- oc 00 zrc, ~ "z -0 ,,;;:: oo ,+ C 0 O 3 7~ ' + ~ ' ~ ~ 0 0 N ro w 0 C ~ g ' [21 ~ I rrl II STAT£ OF CALIFORNIA -DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER CALCULATED/ DATE REVISED B DESIGNED BY y -llzlttrJrN, MAINTENANCE z 0 ---< '" Y.' ---< I V, ,, r ,. z ,. n n C :0 ,. ---< '" ~ 0 :0 '" r '" n ---< :0 n ,. r 15 :0 ~ 0 z r ~ V, n J> r '" - N 0 m I ffl z C C: 0 -I < m r 0 0 "ti C m -I m 0 -I 0 :ll1 LAST ~EVISION 04-04-941 \\ CAMEO SHORES RD TIME PLOTTED~> 31-MAY-1994 13: 17 f-'-'===-=+----l--+-----+---1------1----1---1---1------I-__J PHIL NGUYEN CHECKED BY 0, I -: ! 1'1 1 1~ 1 tt~ T ---< I 0 ' I , lz , : ~ \ I N\\· '"j I I I I i I 1¥ ~1 • I I ~ ~ I~ I IL l 12· 9' 1~ I I '--- 1~ I '--- I I I i l _ _l i I "' 0 I I C --! ,,, -I 6' I V, I I 2' ! 21' \ i 'i J --~~~ -~--+---!~,- ~,., N. 00 I I J .---+----_,-J/ \ ~: lfF+--11 1fl---r g 11 "' 0 C --! I ,,, -I i I \ --16' \ I I \ I I 9•\ 12' 112· ~9• I ✓ I I I-I I I ' I I I ' 9•112•~9•1 ' ~I I~ i 111 ,J'i I I I 1~r I _--ffil DATE REVISED c.:·:· ... J CAMEO HIGHLAND DR Bi l{1 ► N ow " ' ~ "' < ~ 0~ "' a- 1-- 1-- 1-- 0 N '" ' '" N " -,z ..t:,. ?~ " "• IQ -"• '" "• "C !!! I !: CHANNELIZING LINE DETAIL 38 c= 8" White Line t [J [I 2"J-lJ t 1----24'----+----24'----< Through Traffic ~ DETIL 38A { c= B" White lin_e DETAIL 388 [J 2"_y [J 1----24'-------i----24'--->l DETAIL 38C 1188888118888811 4,E 24'__L24'_J BIKE LANE LINE DETAIL 39 ~ 6" White line f BIKE LANE Intersection Line DETAIL 39A t i ~200' Intersection = ~=□ -1--8' --1 4' 1-- G" White line LANE LINE EXTENSIONS THROUGH INTERSECTIONS DETAIL 40 12"4 t-6'-j D D . DETAIL 40A --1 4' 1---- 00~0000 Type A Non-Reflective LEGEND MARKERS 0 TYPE A White Non-reflective [I TYPE G One-way Clear Reflective ~ Direction of Travel 4.00" + 0.125" MARKER DETAILS 0.63"·0~ -ce=::s.1. 0.12"+0.05"::JI -~1__1_ 0.40"·0.75;;-J' 1B Reflective Face NOTES TYPE A J. Minimum projected area of reflective face ::: 1.00 square inch TYPE G 2. Reflective markers need not be rectangular 3. See typical traffic line details for marker patterns to be used with recessed pavement markers. Detail 14 requi1es o Type 2 recess. D!ST COUNTY ROUTE To /Jccompaf'¥ Plans Dated 5-23-94 12 Ora REGISTEREDC1Vll.£NGIE RECESS DETAIL FOR REFLECTIVE PAVEMENT MARKER PLAN ONE-WAY TRAFFIC iTYPE I l ~--i- November 5, 1992 PLANS APPROVAL DATE SECTION A-A REFLECTIVE PAVEMENT -MARKER AT ONE END OF RECESS l-------------~ _J_ l-2' __j___ I'_.).._ 2' --I L5¾," ± 1/," ~ Min Min Min PLAN TWO-WAY TRAFFIC ITYPE 21 REFLECTIVE PAVEMENT MARKER FOR RECESSED INSTALLATION L i4-r+o.125"I L 0.40"Min 0.44" Max LC L2.0" Min 2.5" Max EZ2Z2I Reflective Face 4 7"+0 125" LI. -• I L 0.40" Min 0.44" Max L~ • L 2.0" Min 2.5" Mox TYPE C & TYPE D TYPE G & TYPE H See Note 3 ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION POST MILES TOTAL PROJECT 14.6/16.2 15 PAVEMENT MARKERS TYPICAL AND TRAFFIC DETAILS LINES NO SCALE RSP A20D DATED NOVEMBER 5,1992 SUPERSEDES STANDARD 0 LAN A20D DATED JULY I, 1992. PAGE 6 OF THE STANDARD PLANS BOOK DATED JULY 1992. REVISED STANDARD PLAN RSP A20D (/) -I C ,, r-,. z :i, (/) ,, ,. N 0 C