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Home My WebLink AboutR_5777_S1 ,------------------------------------,~- !, ~----------------------'-----------------------L----------------------'------------------,----,--'-----,----;---,p57olcsT1cM.:-'"Ll-----;-:-,,f:c:_,---,--,-T--:-JT"A::-,L A C N H -$ 0 01 ( 3 2 4 ) E -----+--R_ou_T_E -1------'T'-"-o'-"T Acs._L ---'--P=Rc"---"-.: :_ : ·c SHEET': " w u < z < > 10 1; w < 0 w _J >-n_ ..;_ ,_: ' . ~ <( I:, ,_: INDEX Sheet No. I 2 3-4 5-8 9-I 0 11 12-17 18 19-25 26 27-31 32-35 OF SHEETS Title and Location Mop Typical Cross Sections Standard Plans List Layouts Construction Detoi Is Drainage Detoi Is and Quantities Ut i Ii ty Plans Construction Area Signs Pavement Del ineotion Plans, Detoi Is and Quantities Summary of Quantities Electrical Plans Revised and New Standard Plans END CONSTRUCTION STA 100 + 40 PM 19.8 End Work Sta 68+00 .I} c·- 0' 0-, --(]) -- [I) 14+87 POT STATE OF CAI 1 !0RNIA 0E_PARTMENT OF TRAI\JSPORTAT l ON PROJECT FOR CONSTRUCTION HIGHWAY PLANS STATE IN ORANGE COUNTY IN NEWPORT BEACH FROM DOVER DRIVE TO BRANAGAN SEPARATION To be supplemented by Standard Plans doted July, 1992 BRANAGAN SEPARATION NEWPORT BEACH '--,. -:~':::::::: ISO I 60 ON -+-L 100+ 76.15 POT <ROUTE ll 0 o_ ,. (]) z 0 f-- The Contrncto, sh-i, : posse·: s the r I ass (or CI asses l of I i cense cis -:,c,(_•-=. 1 t i e,J i r1 11-1(' ' Noi : rp t, \ 1_ ,)n t 1octo1 s' '. NO SCALE 12 RI 8. 4/ I 9. 8 I 35 tIWJ Oi/fmna LOCATION MAP BEGIN CONSTRUCTION ST A 171 + 90 PM R18 .4 REDUCED PLAN USE SCALE BELOW t::' ~ '::1 3 INCH[S ON OfttGINAL PLAN NORTH ARM NEWPORT BAY BIKE BRIDGE 0 Begin Work STA 243+25 Project Engineer Registered Clvi I Engineer October I I , I 993 r Ions A ppr ova I Date R-5,77-5 Contract No, 12 -00008 4 " 1 --L---------------------~-----------------,n-R-R[_O_U_CE-□-P,-_ANS o USEfl"J1\M[ "> torn,, ____ _l_~u 1220s EA 000081 --------~O:_R_'_'I G_'_'l_:N~AL::_"_S'::.'CA:'..':L~E_'_I: s'--'...:"::__" _'_'_:.:_"C'::..'.H:'..'::E~S--'============='-----L_~ ___ DG_N __ F _ILE. = '> /u~x / 1 O'T11;/fJO/ c00008CJ0 I. dgn Cf> 0 e-u 0 ' U') 0 w e-e-0 _J (L uJ 2 0 0 ' 0 0 0 0 0 w >-(/1 m > 0 w w er (/1 w > I-w <( er 0 X w I-<( 0 '>->-om w m I-0 <( w 0 _,z w ::Jt'.l "' u-u _J (/1 w <( w I uo u a: w w x---z -w C) ....J z >-w a. I-<f. u w ~ .., 0 a: a. z ;;z CJ 0 -< Cl) -C: UJ 0 X a.. Q V'I ;;z < C: 0 -LL. ... 0 -z ;;z LIJ Lu :E -2: C: < c:t a.. ....., c:::, a: (.) < <C ;;z en C: 0 LL. --' 6 0.35' AC (TYPE Bl NORTHBOUND 25' 20' STA 'A' ROUTE I 'A' LI NE It 11' 133+50 TO STA 20' • A' 33' 168+60 SOUTHBOUND R/W 5' - I I' SHLD 5' OR VAR COLD PLANE AC PAVEMENT <0.25'MAXl 0.25' AC <TYPE Bl NORTHBOUND ROUTE I 'A' LI NE SOUTHBOUND R/W 5' OR VAR 2' EXIST A2-8 19'SHLD COLO PLANE AC PAVE::::: ,:i25'MAX<j 0.25' AC <TYPE Bl PAVEMENT REINFORCING FABRIC 4' WIDTH It 25' 33' 20' I 20' ISLAND LOCATIONS STA 'A' 112+93 TO STA 'A' 122+35 R/W 5' - I I' SHLD 5' OR VAR PAVEMENT REINFORCING FABRIC 4' WIDTH NORTHBOUND ROUTE I 'A' LI NE SOUTHBOUND R/W 5' OR VAR 2' EXIST A2-8 CURB 7'-19'SHLD COLD PLANE AC PAVEMENT (0.25'MAXl 0. 25' AC <TYPE Bl ~ 25'-VAR 20' I 33' 20' R/W 5' - I I' SHLD 5' OR VAR 2'l.,3'l. OR VAR : 3, (CROWN _J 2 , n 2%. 3% OR VAR _ 1 ----PAVEMENT REINFORCING FABRIC 4' WIDTH STA 'A' 100+76. 15 TO STA 'A' 112+93' STA 'A' 122+35 TO STA 'A' 133+50 COLD PLANE AC PAVEMENT (0.25'MAXl 0.25' AC (TYPE Bl ROUTE PO'.:lf MILE.S SHEE TOfAL TOT AL PROJECT NO. SHEETS Ora Rl8.4/ 19.8 2 I~ I~ REGISfERED CIVIL ENGINEER 00-00-93 10-11-93 PLANS APPROVAL DATE ROUTE I SOUTHBOUND COLD PLANE AC PAVEMENT <O. 25' MAXl AC <TYPE Bl 1· 8' OR 19' f············-··1 ••••• EX I ST I NG~ ~ I "COLD PLANE AC PAVE~~~T o. 5' AC 7 AC <TYPE Bl 0.5' AB <O. 50' MAX> •SEE LAYOUT SHEETS FOR LOCATION AND DIMENSIONS. £REMOVE AC FROM GUTTER EXIST A2· 8= ::,=,=3~c= ======~~ TCH GUTTER LIP DETAIL A LEGEND STRUCTURAL SECTION 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. SEE CONSTRUCTION DETAILS FOR PAVEMENT ELEVATIONS. DESIGN DESIGNATION <ROUTE ll 1993 ADT=61. 700 0=70% T=2. 7'l. V=40 MPH 35 N N ro 0 1-u 0 ' a:> D w I- l-o _J CL w ::, 0 0 SECTIONS STA 'A' 168+60 TO STA 'A' 171 +90 TYPICAL CROSS L-~--'~" ~ "' ,: : :: _-_ ,-:'.':--~-, --------===-~ a rr= r ~J--~..,.]-__ -__ .,.,,~-~-,,/;:,"""'--_-__ -__ -_-_-_-_-_-_~·~s~E=E-___ D_E_T_A=_I_L _____ S_H_E __ ~-~-~~~~\:~-R~'. ~~~:~=c-~:_-g~A:~-~::_A=7:~=~I N~=I-N-_::C:H:E:S~,-,,=-= _=_"=_= _= _= -__ -__ -=-= _=_=_=2::::~:--------J-DS-;,-":o:~_ ' :·~"-.cc• .. ' "" s, ". ---~-J rn ' ""' ,o_s_c_A_L_E_T""I _E_A_o_o_o_~-8=1===~==x=----_~-~ ' 0 0 ' 0 0 (.• ~ AIOA ~ AIOB IJ A20A ~ A20B G~l\!~rlAL ~OAD WOiU{ MISCELLANEOUS Abbreviations Symbols Pavement Markers and Traffic Lines, Typical Detoi Is Pavement Markers and Traffic Lines, Typical Detoi Is !J A20C Pavement Markers and Traffic Lines, Typical Detoi Is C RSP !,2()0 PCNemenl Markers and Traffic Unes, Typical De/alls rJ A24A Pavement Markings-Arrows □ A24B □ A24C !'.'.J A24D rJ A24E □ A35A rl A62A □ A62B □ A62C □ A62D □ A62E □ A62F □ A73A □ A73B □ A73C □ A74 □ A75A □ A75B □ A75C □ A77A □ A77B □ A77C □ A770 □ A77E □ A77F □ A77G □ A77H □ A771 □ A77J □ A77K □ A78A □ A78B □ A78C □ A780 □ A78E □ A78F □ ABO □ A81 □ A83 □ ASS □ A86 13 A87 □ □ □ □ D [l □ C7A C7B C7C C7D C7E C7F ClG Pavement Markings-Arrows Pavement Markings-Symbols and Numerals Pavement Markings-Words Pavement Markings-Words and Crosswalks Portland Cement Concrete Paving Detoi Is Excavation and Bockfi I I-Miscel loneous Detoi Is Limits of Payment for Excavation and Bockfi I I Bridge-Surcharge and We I I Limits of Payment for Excavation and Backfill-Bridge Excavation and Bockfi I I-Concrete Pipe Culverts Excavation and Bockfi I I-Cost-In-Place Reinforced Concrete Box and Arch Culverts Excavation and Backfi I I-Metal and Plastic Culverts Markers Markers Del ineators, Channelizers and Barricades Survey Monuments Concrete Barrier Type 50 Concrete Barrier Type SOE Head I ight Glare Screen Metal Beam Guard Roi I ing Metal Beam Guard Roi I Ing-Standard Hardware Metal Beam Guard Roi I ing-Posts and Blocks Guard Roi I Flores Guard Roi I Flores Metal Beam Guard Roi I ing-Misce\ loneous Detai Is Guard Roi I End Anchors <Breakaway> Guard Roi I End Anchors <Breakaway Hardware> Barrier and Guard Roi I End Anchors Guard Roi I Connections to Bridge Roi Is, Retaining Wal Is and Abutments Guard Roi I Connections to Bridge Sidewalks and Curbs Thrie Beam Barrier Thrie Beam Barrier-Standard Hardware and Miscellaneous Detai Is Thrie Beam Barrier-End Anchors Thrie Beam Barrier Connection to Concrete Barrier Type 50 Thrie Beam Barrier Connections to Bridge Roi 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 Pad and Approach Slob 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 I-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-V~rticol Wal Is-Types D,E and F Reinforced Concrete Crib Wal I-Types A,B,C,D,E and F Header and Stretcher Detoi Is Design Doto for Reinforced Concrete Crib Wal I Foundation Pressure-Battered Wal I Reinforced Concrete Crib Wal I Foundation Pressure- Vert i co I Wa I I □ CSA Steel Crib Wal I-Construction Detoi Is u CuB Steel Crib Wal I-Design Data I □ CBC Steel Crib Wal I-Design Doto I □ CJA Timber Crib Wal I-Types A,B,C and D Cl rr~i:; T i1"br'.r •~rib We I I -Types A, B, C and D Design Dato ,.:J D72 0 073 0 074A □ D74B □ D74C □ 075 I'll 077A □ D77B □ D77C □ D78 □ D79 □ D80 □ D8 I □ 082 □ 084 □ D85 □ D86A □ D86B □ D86C □ D87A □ D87B □ D87C □ 088 □ 088A □ 089 □ D90 □ D93A □ D93B □ 093C □ D94A □ 094B □ D95 □ D97A □ 097B □ D97C □ 097D □ D97E □ D97F □ D97G □ D97H □ D98A □ 098B □ D99A □ D99B □ D99C □ D99D □ □ □ □ □ □ □ □ HI H2 H3 H4 HS H6 H7 HS Ti T2 T3 Drainage Inlets Drainage Inlets Dr·a I nage In I ets Drainage Inlets DRAINAGE Drainage Inlets Detol Is Pipe Inlet Grate Deta I Is Bicycle Proof Grate Detal Is Alternative Hinged Cover for Type OL and OS Inlets and Trash Rack for Type OCP Inlet Gutter Depressions Precast Reinforced Concrete Pipe-Direct Design Method Cast-In-Place Reinforced Concrete Single Box Culvert Cast-In-Place Reinforced Concrete Double Box Culvert Cast-In-Place Reinforced Concrete Box Culvert Miscellaneous Deta i Is Box Culvert Wingwal Is-Types A,B,C Box Culvert Wlngwol ls-Types D and E Box Culvert Warped Wlngwol Is Pipe Culvert Heodwol Is, Endwol Is and Warped Wlngwol Is Arch Culvert Heodwol Is, Endwal Is and Warped Wingwol Is Overside Drains Overside Drains Underdrolns Construction Loads on Culverts Strut Detal Is for Structural Steel Plate Pipes, Arches, and Vehicular Undercrossings PI pe Headwo I Is Pipe Culvert Heodwal ls, Endwol Is and Wlngwol Is-Types A,B and C Pipe Riser Connections Drainage Inlet Riser Connections Pipe Riser with Debris Rock Cage Metal and Plastic Flared End Sections Concrete Flared End Sections Concrete Arch Culverts Corrugated Meta I PI pe Coup I Ing Deto I Is No. I -Annu I or Coup I i ng Bond Bar and Strop and Angle Connectors Corrugated Metal Pipe Coup\ ing Detoi Is No. 2-Hot Bond Coupler and Flange Detol Is Corrugated Metal Pipe Coup! ing Detal Is No. 3-Hel lcol and Universal Couplers Corrugated Metal Pipe Coup! ing Detoi Is No. 4-Hugger Coup! Ing Bonds Corrugated Metal Pipe Coup\ ing Detoi Is No. 5-Standard Joint Corrugated Metal Pipe Coup! Ing Detoi Is No. 6-Positive Joint Corrugated Metal Pipe Coup\ ing Detoi Is No. 7-Positive Joints and Downdroins Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe Standard and Positive Joints • Slotted Corrugated Steel Pipe Drain Detoi Is Slotted Corrugated Steel Pipe Drain Detol Is Structural Section Drainage System Detai Is Edge Drain Outlet and Vent Detol Is Edge Drain Cleonout and Vent Detoi Is Cross Drain Interceptor Detol Is Planting Planting Planting Planting Planting Planting Planting HIGHWAY PLANTING and Irrigation-Abbreviations and Irrigation-Symbols and Irrigation-Detol Is and Irrigation-Octal Is and Irrigation· Detol Is and lrrlqol l0n-Ootol Is and lrrlgat1on-Oetol Is Planting and Irrigation-Detol Is l.EMF:'ORt1RY FACILITIES Temoorory Crest, Cushion, Sand Fi I I ed T 0•nporory Crash Cush i en, ':-end Fi I I ed T~nporory Roi I lnq (Type k1 I Tl,,,. Fe,,,,··, I ·,;,-,-~-;-;,-· 1 ~ions <RSP> and New Standard Plans <NSPl which apply to this L ______________ T!-": __ <;i ,,,,,1,,-_,,_ -"'_"_'_ ,,ts applicable to this contract include, but ore not limited contract c:i-e include::; 0 < J,:,--r,:1,ji\~j;,~-t :1 °,t;~I_ f ')-. v-F~~ fh8 .. -~;t01s.=-r plans. to those indicated LJy (., 1,1,Jr ~c·_•,J _•,JJ _ --------~--~- DIST. COUNTY ROUTE POST MILES SHEE_T TOTAJ I f-----+---+------1--l'-"O-'-'TA"'-L-'P:_o:ROe,J,EcECe_!I _ _J.___~N<,!,__J.....35~HJ;.!,EETS I 2 Oro RI 8. 4/ 19. 8 3 35 □ J,1 To accompany plans dated _ _:.l~0~-~'~'--~9~3~--- fomporory Traffic Screen □ TIO Traffic Control System for Lone Closure on Freeways and Expressways □ TI OA Cl TI I Traffic Control System for Lane and Complete Closures on Freeways and Expressways Traffic Control System for Lane Closure on Multi lane Conventional Highways El Tl 2 Traffic Control System for Lane Closure on Multi lone Conventional Highways □ Tl3 Traffic Control System for Lane Closure on Two Lane Conventional Highways □ TI 4 Traffic Control System for Ramp Closures BRIDGE □ BO-\ Bridge Deta I Is Bridge Deto I Is Br I dge Deto i Is Bridge Deta I Is □ B0-3 □ B0-5 □ BO-13 □ B2-3 16'' Cost-In-Ori I led-Hole Concrete Pi le Pi le Detol Is-Class 45 and Closs 70 □ B2-5 □ B2-8 Pi le Detol Is-Closs 45C and Closs 70C Load Test Anchor Pi le Detol Is Retaining Wal I-Type I, H-4'-30' Retaining Wal I-Type I, H-32'-36' Retaining Wal I-Type IA □ B2-9 □ B3-1 □ B3-2 □ B3-3 □ B3-4 Retaining Wal I-Type 2 □ B3-5 Counterfort Retaining Wal\-Type 3 Counterfort Retaining Wal I-Type 4 Retaining Wal I-Type 5 □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ D □ □ □ □ □ □ □ C Cl □ □ B3-6 B3-7 B3-8 Retaining Wal I Detoi Is No. I RSP BJ-9 Retaining Wall Dela/ls No.2 B3-I I Retaining Wal I Type 6-6' -0'' Maximum B6-\ T-Beam Detal Is B6-\0 Uti llty Openings, T-Beam B6-21 B7-\ Joint Seals (Maximum Movement Roting Box Girder Detoi Is B7-5 Deck Drains B7-6 Deck Drains-Type D-1 and D-2 B7-IO Utl I ity Opening-Box Girder B7-\I Utility Details 2',) BB-5 Cast-In-Place Prestressed Girder Details BI I -7 Cho In L Ink Roi I i ng Bl 1-47 Coble Roi I Ing Bll-51 Tubular Hand Rolling Bl 1-52 Chain Link Roi I ing Type 7 Bl 1-53 Concrete Barrier Type 25 BI I -54 Concrete Borr i er Type 26 B\3-1 Slope Protection Detol I No. I Bl3-2 Slope Protection Detol I No. 2 Bl4-I B\4-3 Bl4-4 B\4-5 Structural Steel Plate Vehicular Undercrosslng Communication and Sprinkler Control Conduit <Conduit less than 4'' Diameter> Water Supply Line <Bridge> <Pipe less than 4" Diameter> Water Supply L lne CDetal Isl <Pipe less than 4'' Diameter> ROADSIDE SIGNS RSI Roadside Signs, Typical lnstal latlon Detol IS No. I RS2 Roadside Signs, Wood Posts, Typ I co I I nsto I I at I on Deto I I No. 2 RS3 Roadside Signs, Laminated Box Wood Posts, Typical lnstol ration Detol Is No. 3 RS4 Roadside Signs, Typical lnstal lotion Detai I No. 4 SHEET 1 OF 2 STANDARD PLANS LIST (July, 1992 ~ditionl Revised November 5, 1992 CONTRACT NO. 12-000084 □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ OVERHEAD SIGNS OVERHEAD SIGNS-TRUSS SI Overhead Signs-Truss, Instruct Ions and Ex amp I 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 VI 1-S S4 Overhead Signs-Truss, Single Post Type, Structural Frame Members S5 Overhead Signs-Truss, Two Post Type, Structural Frame Members S6 Overhead Signs-Truss, Structural Frame Detal Is S7 Overhead Signs-Truss, Frame Juncture Detai Is SBA Overhead Signs-Steel Frame Removable Sign Panel Frames SBB Overhead Signs-Removable Sign Panel Frames, Overhead Formed Panel Mounting Detai Is SBC Overhead Signs-Truss. Sign Panel Mounting Detal Is, Laminated Panel-Type A SBD Overhead Signs-Truss, Removable Sign Panel Frames I 10' and 120' Sign Ponels S9 Overhead Signs-Walkway Detai Is No. I SIO Overhead Signs-Walkway Detai Is No. 2 SI I Overhead Signs-Walkway Safety Ra! I ing Detai Is Sl3 Overhead Signs-Truss Pi le Foundation OVERHEAD SIGNS-LIGHTWEIGHT Sl4A Overhead Signs-Lightweight Balanced-Single Steel Post Connection and Mounting Detal Is Sl4B Overhead Signs-Lightweight Balanced-Single Steel Post Sl5 Sl6 Sl7 SIBA Detal Is • Overhead Signs-Lightweight, Type A, Connection Detai Is Overhead Signs-Lightweight, Type B, Connection Detai Is Overhead Signs-Lightweight, Type C, Connection Detal Is Overhead Signs-Lightweight, Sign Panel Mounting Detal Is, Laminated Panels-Type A SIBB Overhead Signs-Lightweight, Light Fixture Mounting Detal Is S20A Overhead Signs-Lightweight Post Detai Is S20B Overhead Signs-Lightweight Foundation OVERHEAD SIGNS-BOX BEAM CLOSED TRUSS ALTERNATIVE S39 S40A S40B S40C S40D Overhead Signs-Box Beam, Closed Truss Foundation Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Members Overhead Signs-Box Beam, Closed Truss, Single and Two Post Type General Frame Detai Is Overhead Signs-Box Beam, Closed Truss, Ribbed Sheet Metal Detal Is Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Detai Is S40E Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Juncture Details S40F Overhead Signs-Box Beam, Closed Truss, Two Post Type Post Detoi Is S40G S40H S401 S40J S40K S40L S40M Overhead Signs-Box Beam, Closed Truss, Single Post Type Frame Members Overhead Signs-Box Beam, Closed Truss, Single Post Cantilever Frame Deta i Is Overhead Signs-Box Beam, Closed Truss, Single Post Cantilever Frame Juncture Detal Is Overhead Signs-Box Beam, Closed Truss, Single Post Cantilever Post Deto i Is Overhead Signs-Box Beam, Closed Truss. Single Post Butterfly Frame Deto i Is Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Frame Juncture Detai Is Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Post Deto i Is OVERHEAD SIGNS-TUBULAR S40N Overhead Signs-Tubular, Instructions and Examples 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 Detal Is No. I S40S Overhead Signs-Tubular, Structural Frame Details No. 2 S40T Overhead Signs-Tubular Foundation Details C [:] □ I'] □ □ C Cl □ C □ □ □ □ ~ rn I.] □ C'l □ D £] □ □ □ □ □ □ □ □ □ □ □ □ □ □ CJ □ Cl Cl SIGNALS, LIGHTING AND ELECTRICAL 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 Electrical 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 Electrical 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-Signal Heads and Mountings ES-3E Signal, Lighting and Electrical Systems-Signal Heads and Mountings ES-4A Signal, Lighting and Electrical Systems-Controller Cabinet Detal Is ES-4B Signal, Lighting and Electrical Systems-Controller Cabinet Detol Is ES-4C Signal, Lighting and Electrical Systems-Controller Cabinet Detol Is ES-4D Irrigation Controller Enclosure Cabinet ES-4E Signal, Lighting and Electrical Systems-Telephone Demarcation Cob I net Deta I Is ES-4F Signal, Lighting and Electrical Systems-Telephone Demarcation Cob i net Deto i Is ES-5A Signal, Lighting and Electrical Systems-Detectors ES-5B 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 Signal, Lighting and Electrical Systems-Pedestrian Barricades ES-6A Signal and Lighting Standards-Type I Standards and Equipment Numbering ES-6AA Signal Standards-Push Button Post ES-6B Lighting Standards-Types 15, 21 and 22 ES-6C Lighting Standards-80' to 160' High Most Light Pole, Foundation Detai Is ES-6D Lighting Standards-Types 30 and 31, SI ip Bose ES-6DA Lighting Standards-Type 32 ES-6E Lighting Standards-Types 30 and 31, SI Ip Base Plate Detoi IS 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-Cose 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 Standards-Cose 5 Arm Loading, Wind Velocity= 70 MPH, Arm Lengths 50' to 55' ES-6N Signal and Lighting Standards-Type 40-0-80 ES-60 Signal and Lighting Standards-Cose I Arm Loading, Wind Velocity= 80 MPH, Arm Lengths 25' to 30' ES-6P Signal and Lighting Standards-Case 2 Arm Loading, Wind Velocity= BO 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-Cose 4 Arm Loading, Wind Velocity= BO MPH, Arm Lengths 25' to 45' ES-6RA Signal and Lighting Standards-Cose 5 Arm Loading, Wind Velocity= BO MPH, Arm Lengths 50' to 55' 13 C □ □ □ □ □ □ □ □ □ D □ □ a ll □ CJ ~ □ □ □ □ □ □ □ □ El a l'l CJ I DIST. I COUNTY I I 12 [ Oro I I I R 18. 4/ I 9. 8 I 4 I 35 To accompany plans dated_,_o_-_1_1_-_9_3 ____ _ ES-6S Signal and Lighting Standards-Detai Is No. I ES-6T Signal and Lighting Standards-Detai Is No. 2 ES-6TA Signal and Lighting Standards-Pole and Most Arm Alternatives ES-6U Lighting Standards-Types 10 and 15 SI ip Base Insert ES-6V Signal and Sign Standards-Type 33 Left Turn ES-7A Signal, Lighting and Electrical Systems-Electrical Detoi Is, Structure lnstol lotions ES-7B Signal, Lighting and Electrical Systems-Electrical Detai Is, Structure lnstol lotions ES-7C Signal, Lighting and Electrical Systems-Electrical Detoi Is, Structure lnstol lotions ES-7D Signal, Lighting and Electrical Systems-Electrical Detoi Is, Structure lnstol lotions ES-7E Signal, Lighting and Electrical Systems-Electrical Detai Is, Structure lnstol lotions ES-7F Signal, Lighting and Electrical Systems-Flush Soffit Luminoire Modification Detoi Is, Structure lnstol lotion ES-B Signal, Lighting and Electrical Systems-Pul I Box Detai Is ES-9A Signal, Lighting and Electrical Systems-Conti lever Flashing Beacon, Types 9, 9A, 9B ES-9B Signal, Lighting and Electrical Systems-Cantilever Flashing Beacon, Types 9, 9A, 9B ES-10 Signal, Lighting and Electrical Systems-lsolux Diagrams ES-I I Signal, Lighting and Electrical Systems-Foundation lnstal lat ions ES-12 Signal, Lighting and Electrical Systems-Pedestrian Undercrossing Fluorescent Lighting Fixture ES-13 Signal, Lighting and Electrical Systems-Splicing Detal Is ES-14 Signal, Lighting and Electrical Systems-Wiring Detai I 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, IO' ' Letters ES-27B Signal, Lighting and Electrical Systems-Extinguishable Message Sign, IO' ' Letters ES-28 Signal, Lighting and Electrical Systems-Extinguishable Message Sign and Flashing Beacons SIGN ILLUMINATION ES-29 Sign II lumination-Mercury Sign II lumination Equipment ES-30 Sign II lumination-36' Fluorescent Sign II lumination Equipment ES-32A Sign II lumination-Sign II luminatlon Equipment ES-32B Sign II luminatlon-Sign II lumlnatlon Control ES-33 Sign II luminatlon-Internally II lumlnated Street Name Sign NEW STANDARD PLANS NSP ABB Curb Ramp-Detai Is No. I NSP AB9 Curb Ramp-Detal Is No. 2 NSP T7 Construction Project Funding lndentlflcatlon Signs SHEET 2 OF 2 STANDARD PLANS LIST (July, 1992 Edition> Revised November 5, 1992 The Revised Standard Plans (RSPl and New Standard Plans (NSPl which apply to this contract ore Included as individual sheets of the project plans. The Standard Plan sheets applicable to this contract include, but are not limited to those indicated by a marked box. ____________________________________ _L_lc_o_N_rnACT NO. 12-oooos4 NOTE, 0 w >-1/l co > 0 w w c:r: 1/l w > >-w <( c:r: 0 X w >-<( 0 i '>->-0 CO w co >-0 <(W 0 ..JZ w ::JL'.> "' u-u ..J 1/l w <CW I uo u a: l,J l,J x---z w C) -' z >-l,J a. >-<( u l,J ...: .., 0 a: a. z :z: CJ 0 ,-u, cs: ,-:s w X a.. C V> :z: cs: c:: 0 ,- ..... I-0 ,-z :z: w LLI :::i ,-:e c:: cs: <C a.. LLI C a: 0 < ~ ~ ro ~ .... _, & ...: u ..... 0 ~ u.l ,-i '"" ,- V> I CURVE DATA FOR COMPLETE RIGHT OF WAY DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 491?' 5.91" 1471~18' L 916. 46' LEGEND STRUCTURAL SECTION CSEE SHEET X-I l COLD PLANE AC (0.50'MAXl CSEE SHEET X-I l DRAINAGE SYSTEM CSEE SHEET 0-1 l DRAINAGE UNIT CSEE SHEET 0-I l ROADSIDE SIGN ,,~.--.~-...... -%: ~_)>:> ' ----, ·-14·.-s1.2..1 P.o.1"":,1ao1.JTE.55i !00•76.1~ P.O.T. (ROUTE I) ',.(, ,,i ;:-- y:;,.\ ;~~:\,,\; ~-__ y MATCH AT PCC SLAB 1 11 1;· •:iq\i:'" MATCH ., <:::: REMOVE 267 LF ACJ;l1KE ,1:,,11, / ' ' ' :, ~~ ·7 , 'BEGIN REMOVE AC,,Olf(;/ , ',', ,.. , .~l..,2.f, ♦ -J':.:.§_~--,.----==-ccc...::·1---!;. --=~~~-~--. -~-FOR REDULED PL•\NS 0 ,c-()rn,~ JL ('L-:)2 [' ~ th, \,r<Jill ORIGINAL SC.~L[ IS IN INCHES L,...!. -------------------·-- \' RIO • A" L !NE / ~ 105•00 (_R=2' R7 R7A N DETAIL NO SCALE ~~-i, R/W _-L~ . ..!---~ !. , .... ~·, <t.-,,,"" ,' Er-s, ___ ,' Ora I~ POST MILES TOTAL PROJECT RI 8. 4/ I 9. 8 REG I STEREO CIVIL ENG I NEER 00-00-93 10-11-93 PLANS APPROVAL DATE ·>s-·~JY ,., StE DETAIL ,, 0.25'MINOR CONCRETECISLAND PAVING> 0.25'EMBANKMENT ~-----------"---MINOR CONCRETE<CURB & GUTTER) SECTION A-A TYPE B-3 SHEE I TOl AL NO, SHEETS 5 35 LAYOUT SCALE 1"=50' L-1 USERNAME => normk DGN FILE=> /usr/normk/PO/c00008e01.dgn cu 12208 EA 000081 N N 00 0 "'1 a, a, f-u 0 ,; 0 w f- f-0 __J O,_ w :;;; 0 0 I 0 0 I 0 0 X x-- - X X 0 w )-VI m > 0 w w 0: VI w > I-w <( 0: 0 w I-<( 0 '-)-)-om w m I-0 <CW 0 ..JZ w :::>t'.l ,.,_ u-u ..J VI w <CW I uo u n: w w z w CJ -' z >-w c.. I-<( u w ....: .., 0 n: Q. z e C, ,- -< u, ,-er: w 0 a.. C V, ::z: -< er: 0 ,- LL. I-0 ,-z ::z: w LL.I ::E ,-:ii!: er: -< <C a.. LL.I Cl a: 0 -< <C ::z: u, ~ LL. ...J i -< u LL. 0 LL.I ,--< ,- V, it1 Q) C -' .r:. u -+-0 ::;; NOTE• FOR COMPLETE RIGHT OF WAY DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. i _, ,;;!;:, -~' ~"7'::.r:: __ -..,, ,.::,.s--- ,\°- -. ..__,~ c-• __ Its•:o:o -.,. :,2 d.5 r----~-:--'-;~ -~-,~~ '-----~~~:::~ ,.- !----1----,! __,_. --I __ ..J .. -! ____ - '1--,---- •I--.... --- FORM OC-OE-92-PF <REV. 3/68> MATCH FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES w 0 -W VJ:::) o::Z ww >> -<t 0:: NO. CD @ CT> CURVE. DATA R 6 1600 32" 49' 5. 91 • 2000 l20"2'49.68" 2000 25" 23'31.48" USERNAME •> normk T L 471. I 8' 916.46' 21 I. 04' 420.52' 450.57' 886. 35' ROUTE POST MILES ~H~ET TOTAL TOT AL PROJECT NO. SHEETS O,a RI 8. 4/ 19. 8 I ~ REG I STE RED CIVIL ENG I NEER 00-00-93 10-11-93 PLANS APPROVAL DATE REMOVE SIGN PANELS CR34-2/R I 9l 6 35 RELOCATE SIGN PANEL CR73-2l LAYOUT SCALE 1"=50' L-2 DGN FILE •> /usr/normk/PO/c00008e02.dgn cu 12208 EA 000081 OCJ 0 ' 1-u 0 ' OCJ 0 w 1-- l-o _J "- w :,; I- 0 0 I 0 0 I 0 0 X 0 w >-Vl (D > 0 w w a: Vl w > ,- w <t a: 0 X w ,- <t 9 '>->-om w Ill ,-0 <tW 0 JZ w :::it:J "' u-u _JV) w <t w I uo u 0: w w x-- - z w CJ ....J z >-w Cl. .... 4. u w ,_: .., 0 0: a.. z :z: (!J 0 .... < Cl) .... 0: w 0 a. Q Vl :z: < 0: 0 .... LL. I-0 .... z :z: w LLI ::I, .... :E 0: < <C a. LLI Cl IX: 0 < <C :z: Cl) a: 0 .... ...J I < u .... X 0 i LLI ..... < .... Vl NOTE• FOR COMPLETE RIGHT OF WAY DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. / =::·:--,-. ':-~.-:/ ---- ... __ .,./--.... I r I I I /- • ... _.......---i:.-::.i...,_ ~-- I j -- C -, ~\<Jlr~~~r,~ ::--=, .. " l-a.. ---....:..·--,.....,__;,~ • -----~-(•.,._ --.:::..:-----';,'.; .-, --------------------------0 - - - CURVE DATA NO. R 6 T L ® 2000 25'23'31.48" 450.57' 886.35' ® 2500 18'21'32.97' 404.00' 801. 07' co ,, •1 ----... ---::--•, .. ,,--, .;.._ _;; ROUTE I ~ Ir, POST MILES TOTAL PROJECT Rl8.4/ 19.8 REGISTERED CIVIL ENG I NEER 00-00-93 10-11-93 PLANS APPROVAL DATE SHEE TOTAL NO. SHEETS I '; ,( \ ~ .... ""::::::::: ,,, • J.,;P'1 1-._•I \ Q) C ....J LAYOUT , SCALE I' =50' L-3 ,,, N 00 0 ,,, CJ) CJ) ,'._ u ? a, 0 w ,->-0 _J 0.. w :. ,- 0 0 I 0 0 I 0 0 ~~ .~ -~-=='--=-=· __ ,a.=,, ·-----~·~-~--~-----------------,--------------------------------------------------,-----,--:-: = - - , - - : : - - - , - - - - - - - - - - - - - - - - - T " " " - - - - - - - - - - - - r - - - - - - - - - - - - L l ~ FOR REDUCED PLANS O 2 USE RN AME =) nor-mk c_ ____ F_o_e_-,_o_c-vl ,, 7 ''.'~''_'_:<_':A;_':'_'·:___:'':'.'."."~•'._' ____________________ L _____________________ __:O:'.'.R:.:.:I G:'..'..:I N:_A:_L:_.:S'::.C'.'.A'::.L.'::.C_'.l_:S__:1.'.:N'.._'.l~N'.:_r-::_,>'."l':_:f'.._, _'I'.:·::::· =-=:::::::::=:=::=:::::::=:::::::=::=:'_ ____ _l ___ ___'D[:G':_N~~F~l~L_':E__:=_'.>'_!_l_':lu::5s:r::r-!./_':n':o'.':r-:_rim2t:k'_.'.l'._l:P'._l0!_,/~c~O~Ol!:0~0~8'. ' . e ~ 0 ~ 3 . : . · . S l d l c ; J 9 1 ' : : n ' _ _ __ __j~C~U~l~2:.2~0'._':8~ ______ j__:E:_A~0~0~0'_{;0~8~1 _________ j l!..~ NOTE• 0 w >-ro 1/l > 0 w w 0: 1/l w > f-w <! 0: 0 X w f- <! 0 '>->-oro w ro f-0 0 <!W _JZ w ::,<.:l "' u-u _J 1/l w <!W I uo u 0: Lil Lil x---z w Cl _J z >-Lil c.. ,_ <{ u Lil ,_: "l 0 0: n. z .c 0 ::z: C, +-0 0 ,-:::;; ...: Cl) ,- @s w X 0.. Q V, ::z: ...: 0: 0 I ,- ..... I-0 ,-z ::z: w I.LI ::::i; ,-::E 0: \ ...: ~ 0.. I.LI C a: 0 ...: ~ ::z: Cl) 0: 0 ..... ...J i ...: u ..... X 0 I.LI ,-...: ,- V, ilP FORM DC-OE-92-PF <REV. 3/881 FOR COMPLETE RIGHT OF WAY DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. ---I! ~; -~ ~· \, ,Ji:~1~~ ;f~µ; } ... -. F, ,,,, ,f-l' ·<"\~.:~:· <1 r ¾ ·,, '! , , ! ';, \\\~~t~~--;, 1 \ l ' "'~ ''1 f-1 -.... 'cl,..., -r ,. ~ !1 1 ,,.b:...L,l..t,.~-'·------- !),S \ j , i ,\ 1 \ 't •is~,: 1 I \ !1 \1 '1 : l_r•---.,J- ; 'L •.1 +:i ,r?rf-=:F-1. Ii ' -il' _, , ; )!1 ,, f~\f )s ·:':' ' ::, / ~': ,' : ,, :!? ,,. ii; -;:,1 :1 : ,,' _..// f ,'1,1 / ,,, / ,':I' ,/,,':..--_,/ ,Q_-,•,r;'/ _i, I l,;' j°,' •_,e, ,'/ ,' '.,/ '.f 't,'~ ', i I I 1,2 !,' , ,'J ,1,:, a' •,/,l ~-' ,' '_.__.} ·, CURVE DATA R 998 I 7" 54' I 7. 4' I !;! I/! 11 ,:}"._-~ --,)) '--~.,\ , ! /~j i !! ~\ E ..J;"--~ -•• /--..... _ ,-t r'.-: >-vi i!i, i 1' I ;;-_,.,~/'·« :·' -:·._:;}:j~_;J:'~:::·~:i3::~-:::::::·:_ ·, "·',/ ,[~2· ·' :tiJ:::~~:~~-rt~N;;i~iftt?f;,;;§~~;;t~21~~~::~~ ·r :;: • A: . n 1 '•110::---:P~~-4---· •~ __. -------·,, .• , --,,,~-----" :,'(,/ -__ ;~ :::-.:- ,, ' ,,i-1i ~-} :,-..._. I ' :,,S .,,...,,.~ ........ '·;·· ---------.::::.:_, ___ fi.{w----- ' : • .'.' ";--c:--·--·------------ ', ' '; <).1 {t-,,,,j \. ~ ci;: ;~;~:2;Ll?- l ~=:1 , :inr...,....~ ~-:.__ ~ .:0.33 i 1:t1 ' . {' :': \.L•-, __ l FOR REDUCED PLANS O USERNAME = > normk T L 157. 22' 322. 0 I' ORIGINAL SCALE IS IN INCHES DGN FILE=> /usr/normk/PO/c00008e04.d9n ROUTE POST MILES TOTAL PROJECT Rl8.4/ 19.8 REGISTERED CIVIL ENG I NEER 00-00-93 I 0-I I -93 PLANS APPROVAL DATE SHEE. TOT AL NO. SHEETS 8 35 LAYOUT SCALE I" =50' L-4 cu 12208 EA 000081 " N 00 0 ,,., en en ' f--u 0 ' ro 0 w f--f--0 '\:.-!..: ...J (L w ::,0 f- 0 0 I 0 0 ' 0 0 I~ 'o i~ ,g ,o 1; I, .. :: '~ 1< I~ o-., ;no -;o " -;o Z"1 ►C re n "'"' nc ,. r,i "1r ,. -z "'"' z z n ::c ,., "' 0 oc C) (/\ z rn ::0 -,,z -> r;::: rn rn II II vV '::, C 0 U1' '3 '" ::, 0 ' ~ ' .,, 0 ' 0 0 0 0 0 C, ,0 0 0. ,0 ::, n C N N 0 CD fT1 l> 0 0 0 0 CD • ~ ' STATE OF CALIFORNIA ·____lll:PARTMENT OF TRANSPORTATION PROJECT ENGINEER CALCULATED/ DES I GNED BY DATE, REVISED BY ~ lilHrans SACRAMENTO DESIGN T.A. PYLE 0 0 z en -I ::IJ Vl C: \; 0 ;;:; -I -0 .'.:iz 0- 0 I .... C m -I )> -r-(/) LAST-REVIS I ON 00-00-00 ------.,,_ ,. I ~'i:{71 I I~ ·~t'II! !!)lJ)r -- \)\1'\ \\ \( 1 1i {111> t 'l~tJ1l111) \ "'1/l'y,•11111, f /:;11\'.\1'.!,!1!111 ~11 .,:nid11:11\' \1 \l'l\th\\\\ ~ :::\\1!)\~1\' (~ 11,:1~1' 1·t / ·1!;!1,N/·· .6,.f•-,,; ;~!,' !l"" •• ::.·'\,.: ~.-'!\ ''\•'1 '" r i!.P\.~\: :;i'.:.:}lii·. ,':'f-1. ; .'f}:' I/_;, i ;J L~ I tJ , '. 't ~. , .. :,. ! ,:/ ! ' l I ! I t~~ -,/ ,11, , .. M / './ ' '''"~'.""'m,~~:z,.,JJ ' ~-/ ' " /, .. '"1•; l/" 1>· i "}\ ' :rl . ; • , PT 142+41~.1~·/\,,~ / 'n ii Ji ,;;''' I: ,-' ii ' ·.// ·, 11 I, H / .... ' 11 /!\ ,,, ) ' I" /,ct,,_ '· /t\\\ 0 I;-~'\~ 1 ,,. ,, ', ' I ~~I ~·J '.::I $'FT ,fr,._, z /' I \: ·1·, , 1--• ii ~,,,..: I 'I ' -, rr,I 11'11]2~'. .. I'! /~I/, Y,;~:,?,, r-1 /-// ~s• ' -. i ~ f '···; L 1/ r, I ,:I i -~J ..&>~'"''.!!!'=',__ 'N"o \ __ - '7 I )J,,,/,-1 , I// J <9 .,t, ,i ~ ./ ;, ! 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DATE REVISED "·,:,,·,cfi/r,/ ITT"' E~ r· ' -•• ____ ..'.",-"••~•: [ / I ; / ( • ·' ""'""""~-, ') t' ' ,_ ' ' , / ,, ' "--tc~:..._:i, t, .,_, I .{ •J~-/ f Lt~_,] --f;iin:r---·-• I //.))--~-:;.~co~ _:./?-,:.-::.:-_ . ·\ss;:,. --\ :;· '1 r-· I I t . 1r ,~· {~ ... ~-.:; ---·(" ',· tr~·~.? .... ~t r--~ :~ \$(\ / J \,t/.~ IC , )",":::, ....... ~ :l --\ r I , •'!,l;;\~'· r{ ,, , _,,_ '\ I , ... ~' . rr" t-'. -:. \•:•t.,, 'l ! ~ • i ,,, i nf /71 ~ ,, ,, I/ I 'I, '' i r' i f:_ ,, ,\ ! / ' I f. ' I ,, I,!'(,!,...,_·:.·. ---I , / , ' t 1'.l,:-, .. ,:11_·/fk;"'''l'I'• (, ~ ✓ I ii/4:)Jli:f,.::' ~ '.{-1,; ;'icct,::-.• ,' I -i i. //',';}1/})1;,1-hl__ ·, '- l i ,, ~ ' I /, . 1'</'k':'i•\V' ! "' ,' ~\ ~{.(, \ J i--: 11!\i'~\\~\,\;~ ·,.~~-.... ,~ ,.I'-\::-.. ~ \~,('~ : \;1 ,\$J/l\\ :\~)-··:::.,;. ,'-..,).. /t \ J \th,',~'/'\\,~'-.\,v \,----/ -"}~.,-..J ! ' ;' ,;\,,;\'f ''!!-.~ ' $\ t1....--.•Y~i7 ,l/ 'i\ , /',\I;\\\ . ' ,:~"~; ~ ' ' ., 1 I I I '.:>', ,,;{•\:,;°"-'-I 11-:,,,. "1 1' I , \,~ ,,,,.:,·•1-;), __ , -~ f •-~ 1 . ......__ ............. _ I~ ,~._.~, ,':-r .... \;_' \\ Match Line CJ -, ,, r -)> 0 z "' I "' --< l> -['1 ,, I :0 ,, ['1 :0 "' CJ 0 (.,J n < l> < r C l> -< ['1 I g~I~ 1-:u -< -o,, CD -<o • l>v, .t,. r_, '~~ -o;:: "''-e, • "'"' CD :; (Ii '° I~~ -=l uJ ~o (.11/fTl--,' _,l> v,r ,--~- i X x-- - X X >-co 0 w V) > w 0:: w I-<t 0 '>-0 CO w ,-o <t w -' z :JO u- -' V) <t w uo a: w w z C) z w I-u w -, 0 a: Q. ~ ,_ < ,_ 0:: 0 a. VI :z: < a:: ,-. ..... 0 ,-. :z: LL.I ::I! ,_ a:: < a. LL.I Q ◄ :z 0:: 0 ..... _, w 0:: w I-<t 0 >-co 0 w "' u w I u w -' >-c.. < ....: z CJ -U'J LU Q 0 I-z LU :e <C a: 0 <C U'J i " / I .·,., •.1/ ,, -- FORM OC-OE-92-PF CREY. 3/88) u ,,~ .2 ----... -- .-/~:::._:z 'le_, r- co lP r<1 f ,,, _, t • !J) in / FOR REDUCED PLANS O ORIGINAL SCALE IS IN INCHES 1 -· ~~ (:~:~: TGo;:oo N 88" ASPH ~~-:--· ._.._~_ ... ~ --- USERNAME O > no,mk DGN FILE 0 > /us,/no,mk/PO/cOOOO8gO2.dgn 23• E COUNTY ROUTE Ora I~ Ir POST MILES SHE[ TOTAL TOTAL PROJECT NC. SHEETS R 1 8. 4/ 1 9. 8 1 0 35 REGIS fERED CIVIL ENG I NEER 00-00-93 10-11-93 PLANS APPROVAL DATE 'r.:--165•00 f' CONSTRUCTION DETAILS SCALE 1' •50' C-2 cu 12208 EA 00008' co 0 ,.., "' "' ' 1-u 0 ' a:, A " 0 w I-l-o -' a. w :a' I- 0 0 I 0 0 I 0 0 .~ 0 w >-£0 Vl > 0 w w a: Vl w > I-w <t a: 0 X w I-<t 0 '>->-0£0 £0 w I-0 <,:W ...JZ ::J<.'.l u--' Vl <tW uo 0: w w x---z Cl z w X X ... u w -, 0 0: Q. :z: 0 ..... < ..... 0::: 0 CL Vl :z: < 0: ..... ..... 0 ..... :z: LL.I :::i; ..... 0::: .... CL LL.I 0 .... :z: 0::: 0 ..... _, -a.. <!. ~ z (!J u, w Q 0 t-z w :ii!: < a: 0 < u, j t ------------1 TOP OF PLATE (f) 1/4" CHECKERED PLATE COVER AND FRAME 8.94' 2' -9" TOP OF PIPE ELEV 9. 3' @AC (TYPE Bl OG ,,,-====~===:t====~~=Ep~=-=-==---L 2' -3" INVERT=7. 14' , • t> t> 0 4 0 , , , , , t> t> t> I> 8. 63' ~ 6" RCP PIPE @MODI F I ED TYPE OS DI--~ MINOR CONCRETE (MINOR STRUCTUREl @ REMOVE 6 LF CONC CURB & GUTTER --_ .... --- 6' -3" SECTION A-A :,,: I') I') co u4 11) 12" ! TOP AND BOTTOM •6 PROTECTION BAR ---------------------'-....:C..--------------------,.-------------------=~ @9 LF CONCRETE CURB (TYPE A2-8l MINOR CONCRETE (MISCELLANEOUS CONSTRUCTIONl PLAN DRAINAGE SYSTEM N00 MODIFIED TYPE OS DRAINAGE INLET FOR REDUCED PLANS O FOfi'~ LJC-CE-9?-PF CREV 3/88> ORIGINAL SCALE IS IN INCHES 0 0 -<Nl z 0 -I-u :::, a:: t-(/1 -::;; z w w 0 wa: t-I-w u V, -I-(/1 t-:::, >-z w w>- 0:: :::, CD o::u V, :::, 0 u w 0:: u:::, w w z z :::, zo:: t:l t:l 0 <t u o>- <t <t u -' UV, z z ...J w 0::0:: --0:: w > <t <t 0 u 0 00 z (/1 ::;; z'.': 0:: 0:: -Cl Cl -~ w -::;; ::;; 0:: ::;;_ CY LF CY I a I. 4 I b 0.38 C d 6 e f TOTAL 0.38• 6 I. 4 I CNl -<t w 0:: ::1 <t W(/1 0:::::, Uo Zw Oz U<,: -' t--' w;;;!W UIU <ta..~ _JV)::;; 0..<t - SOYD 0.2 0.2 ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS Ora RIB. 4/ 19. 8 11 35 I~ REG I STER ED CIVIL ENG I NEER 00-00-93 10-11-93 PLANS APPROVAL DATE <Nl w t-w 0:: V, -' u :::,W ow w z 0 w I-a.. u z V, -REMARKS <t Cl a.. I-;;; -' z -' ;;j <t w <t w > Ia.. Uz 0 ::;; a. >-V, 0 Vl I-::E '= w <t -0:: TON LB LF MODIFIED TYPE OS DI 0.4 2 174 0. 4• 174 2 (Nl NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. @ AC CTYPE Bl OG USERNAME -> normk FOR ADDITIONAL QUANTITIES, SEE PLAN SHEET 0-1 3' -o· SECTION B-B •6 PROTECTION BAR DRAINAGE DETAILS AND QUANTITIES NO SCALE D-1 U'> N co 0 1-u 0 ' co 0 w I-l-o _J (l_ w 2 I- 0 0 ' 0 0 ' 0 0 OGN F ILE O > /usr/normk/ PO; c0000~_'__~1__:__2<Jr_, --~~C_U __ l _2_2_0_8 ______ ~_E_A_O_O_O_C __ 8_1 -------~ -----------------------------------,--------------------------------------------------- 0 w >-(0 l/l > 0 w w D:'. l/l w > I-w <( D:'. 0 X w I-<( 0 '>->-0 (0 w (0 1-0 <(W 0 _,z w :::> t'.) "" u-u _J l/l w <(W I uo u 0: w w x---z -w " _J z >-w Q. ,-. 4. u w ~ --, 0 0: n. z z CJ 0 ,-u, < ,- 0::: w 0 X a.. Q V') z < 0::: 0 ,- ...... t-0 ,-z z w LLJ ::::::i; ,-:e 0::: < <C a.. LLJ Cl a: 0 < <C z u, ~ ...... ...J i -,,,5 ~-1/ 14•8"h2-t,,P. 0. T. CROU~ 55) 2-5'DU ---~,:;:, ;:-· ;z_..'<,(,-_,., ·x...._✓::-<:' r ,100+76.15'P.O.f, (ROUTE I) ,>• ;, ,,;Nt,':.•:.SGS:C.E. / :t?f~J\.t '• ~8'RCPC.N.8. _ -==----._,. ,:-',. i' ~.-:<r/· ----,, _:__ r--,=~~-s--, ! , ~----.,,,_____ :,_;_,_./-:.,-: "r. 1.:1,,\\._ -t'~------'.J;5'Rc-a-c._f:e::-/_,-, c1, \' • / ') -/ 1t1: / : ~ :: ·~~~f~_ ''" -;~_ ·:.__ /:~\~~----V) 7f¼__ :_ __ )'-3c<-~~-,,-)\ ,,_,:· ;, ·)·•-i--- --F.M _-=-s--<: '~~~4:.-8"-:-S,q<~-~ ..... :::_---~ ', \ : ' I I '' I : 1:1,1_,· ~ .Heb._ --....._ .... 5 1SP•• ..... _.......__/'>--~-~=--------r----~----361,-!S~ :_.: OQ -c----_ -<'. .,.--.,,..., =-.,,..._ ---.. -_-"' ,._ c...-f-= ----=-::::_ -,_S , ••.-"< -:--~ ----5 ---===;;---2''r.-::-Hr ---c-~-·"·· ,_::---:C ~ -G ~,:z-~ ~~~ .... ;--:::-----R -~ --·_:---s-24'._5 ~~BA~ , ---s-~--.....;..-+-t· IN 28"CSG IS"VCP(ABAN)-D.O.C. 16' CSG-S. C. G. s-4" 2,4':'.5• ou-s. c. E. 3-4' &4-_5_'.__DI.J.=Sa C: E. CC. N. B. l <C. C. V. > CD. 0. C. l CP. B. > <S. C. G. > (S. C. E. > BUR CBL ABAN CSG THIS PLAN ACCURATE FOR UTILITIES ONLY. FOR REDUCED PLANS 0 2 USERNAME • > tomd ROUTE POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS R 18. 4/ 19. 8 ABBREVIATIONS CITY OF NEWPORT BEACH COMCAST CABLE VISION REGISTERED CIVIL ENG I NEER 00-00-93 I 0-I I -93 PLANS APPROVAL DATE . El. ~8"CIP UR CBL& I D~-f:'. , ' ·---/ COUNTY SANITATION DISTRICT OF ORANGE COUNTY PACIFIC BELL SOUTHERN CALIFORNIA GAS CO. SOUTHERN CALIFORNIA EDISON CO. BURIED CABLE ABANDONED CASING LEGEND MANHOLE Q) C: _, WATER OR SEWER VALVE UTILITY PLAN SCALE ·1" =50' 12 35 U-1 L ___ _.:_•~oR~M:..:_D~C~-~O~E--9~2~-~P~•__::•R~E~V~--~3~/·~•~>~ ___________________ _L ______________________ o.::.:.:R~l=G~l=N=A:L__:S:C:A:L:E:._:1:S:__:l~N:__:l~N=C=H~E=S=--'::::========='====='------_J ____ ~D~G~N_.'.:_F~l~L~E--==~>:__c_l~u'='-sr/tomd/P0/c0000Bk0l.dgn cu 12208 EA ooooe 1 N 0 0 N f") "' "' ' .... u 0 ,.'.. 0 w .... .... 0 -' a.. w :;c .... 0 0 I 0 0 I 0 0 x-- X X .... :;: <( ci ~ a: a. ~ ,--< ,- 0::: 0 a.. V, :z: -< 0::: ,- ..... 0 ,-:z: I.LI ::E ,- 0::: -< a.. I.LI Cl -< :z: 0::: 0 ..... ~ u ..... 0 I.LI ,--< ,- V, z CJ en w Q 0 I-z w :i!: < a: 0 < en i I --FO~.ol o_c_-OE-92-PF ' :-1,_l." CIP-·;,·· 4 'X6 'G"X7'VAU _ • . --·:-r-c,·-··"CN.B. LT ?.C.E. 8.vCP-C.N.8 -- -24' MLCCSP-D 3-4" PC-P. B •• , 2-4" PC-P • 0. C. 8 x22' xg· • • B. 8 . 4-4" DU-S C E 4 VAUL T-S. C E STL-S.C.G. • • • • • (REV 3/88) 6~7 G 7~~~C~D PLANS FOR UTILITIES ONL y CALE IS IN INCHES 0 THIS PLAN ACCURATE 6'CIP-C.N,B ~'~,x;,5'RCB-C N 6" ACP-• 'B. C. N. B. 8' VCP-C. N. B. 5-4'&4-5"DU-S C 24"VCP-: .E. D. 0. L. USERNAME DGN FILE:: ~omd usr/tomd/PO/ 0 C 0008k02.dgn 10-11-93 PLANS APPROVAL DATE 2D - 6" ACP-C. 8'VCP-C N 2"STL-S.C.G. ' • UITILITY PLAN SCAL:E I. =50' cu 12208 EA 00008 I Q) C -' U-2 N 0 0 N ' 1-u ? ,-.. A " 0 w I-l-o _J CL w 2 I- 50 ;;; 0 -' ::.o ~o ~ ' ~o Jo 0 w >-V, (l) 0 > w w a: V, w > f-w <t a: 0 X w f-<t 0 '>->-O<Il w (l) f-0 <,:W 0 -lZ w ::i<.:> "' u-u -' V, w <,:W I uo u a: w w x-- - z -w c., -' z >-w 0... f- :z -cc a: 0 ,_ LL. I-0 ,_ z :z: w LLI :::E ,_ :e a: -cc <C a.. LLI C a: 0 -cc <C :z: u, a: 0 LL. _, I -cc c..., LL. X 0 i LLI ,_ -cc ,_ V> t1 FORM DC-OE-92-PF CREV. 3/88) -----------~ ----; •;-c.c :--c C --5------- ---------- ~---~l~,-2=i:S.,:: 2.:~ ·,. , •• , , 8"SJ~.-C.G.----~----.--___ , __ __, __ _ ~ -~~?;::~-: 4:Sr>., ,,-4'X6'X7'VAULT-S.C.E. I TO BE ADJUSTED BY OTHERS ROUTE POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS RI 8. 4/ I 9. 8 I 4 35 -77:,~ ?a.. REGIS I ERED CIVIL iffc I NEER 00-00-93 I 0-I I -93 PLANS APPROVAL DATE TO BE ADJUSTED BY OTHERS Q) C 4-4"DU-S.C.E. 8"DIP-C.N.B. :,, .r:: 36' RCP-C. N. B. I I -4" DU-S. C. E. 4'X6'6"X7'-VAULT-S.C.E. 6'Xl2'X7'VAULT-S.C.E. BUR CBL-P.B. 2" STL-S. C. G. 24"MLCCSP-D.0.C. 24" RCSCP-C. N. B. 8" VCP-C. N. B. THIS PLAN ACCURATE FOR UTILITIES ONLY. FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES 0 .-""-----=. -b . _ ;~-4· ou-s. ha .. ~---. __ ,...._ __ _c,. , :::;; 8'~CJP-N,B. ! ·' ----~ I ' J..~-* 1#, ;:,-,::-_,,, 2'X4'X5'VAuufs.c.E.,'°§f\-, ..... ·.,-•-· '' ;,. :,,-.'---1:l," __ 0'1~::-:c:$-~l"', • -\ • ·,. -··:--. 18 FtC:~c,-tj. 15. :;-/' :. ' l I ' l>·L I ! I l I I + I I ''-.I ~~✓ ; -.:..~;;,£~\IA'I.IL.~C..~>: ; 1-4' &4-5' DU-S. C. E. ,, __ ,,~.J UTILITY PLAN SC·ALE I' =50' U -3 USERNAME => toma cu 12208 EA 000081 ,.., 0 0 N ,.., "' "' ' 1-u 0 ' r- 0 w I-l-o _J 0.. w :,; I- 0 0 I 0 0 I 0 0 DGN FILE => /us~/tomd/PO/c00008k03.dgn ________ .,_ ____________ _. " 0 w >-<1l Vl > 0 w w er: Vl w > I-w <t er: 0 X w I-<t 0 '>->-0(1) w <1l I-0 <t w 0 ...JZ w :::Jt:l "' u-u ...J Vl w <tW I uo u a: w w x-- - z w C) ....I z >-w a.. I I-<t u w ,_: -, 0 a: CL I z :z C, 0 I-u, <( I-0:: w 0 a.. C X V, :z <( 0:: 0 I- .... I-0 I-z :z w I.LI :::J: I-:ii: 0:: <( <C a.. . I.LI C a: 0 <( <C :z u, 0:: 0 .... i ...J <( u .... X 0 I.LI I-<( I-V, iS1 rof-lt--1 Of.-OE-92-PF <REV. 3/88> --------- DIST COUNTY ROUTE POST MILES $HEE lOTAL TOTAL PROJECT NO. SHEETS 12 Ora Rl8.4/ 19.8 15 35 REGISTERED CIVIL GI NEER 00-00-93 I 0-I I -93 PLANS APPROVAL DATE ~:---~ -_--_--:_-_-__ -------~----~--=-------~-------------~---o-_ -=---=: --_-_--_--~~~-------~r- -8' DIP:C-. N.%, _,)-·::--:-~~~~-~2=t-'-~~~~~~~~~*~~~-~¥1-_~-~-=-· ~~~~~ .c <J +-0 ::l: -1-4:&4-5"DU-S.C,E. _ , RCP-C •• N.Ei:_:----/,,g'X8'VAlJLT-S.t.E. -_-0',. '._ 18" RCP-C. ~~-B~i -->.-----~:-_ :_~:-~; :--?--:=,~-.:_,--4tg~-=-rg;?•.-_~_:_c. _E;-~ 0 - s· VCP-C. N. B. • -----• ---__ , _ _/-.-----------~~g,4,-5~,DU·S. C. E. --------·, 6' XS' VAULT -5. C. E, ----, --' 8, XI 4, X'3°':VAU[J:: s-:--c:-r-.----.__.,' I -4" 8,4-5" DU-5. C. E.-· 6' XS' ;AUL T-5. C. E. ---- i \33' (ABAN> -0. 0. C. 24:!,RCSCP-C. N. B. 8" sifu.ls. C. G. ,_,;, 12" STt-S. C. G. S"VCP-C.N.5. 2-4" &4-5" DU-5. C. E. 6'XIO'X9'VAULT-S.C.E. 12" STL-5. C. G. S"STL-5.C.G. BUR BL-P. B. ----!_--- ---~----- --., ?•' t~36'DIP-C.S.D.O.C. UTILITY PLAN THIS PLAN ACCURATE FOR UTILITIES ONLY. SCA:LE I" =50' U-4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 USERNAME •> tornd DGN FILE •> /usr/tornd/PO/c00008k04.dgn cu 12208 EA 000081 "' 0 0 N "' "' "' ' I-u 0 ,-._ ~ " D w I- I-0 __J (L w ~ I- 0 0 ' 0 0 ' 0 0 ' I f·-·-· 0 w >-l/l (0 > 0 w w a: l/l w > f-w <( a: 0 I X w f- <( 0 I '>->-om w (0 f-0 0 I <( w ..JZ w :::)t'.l "' u-u ..Jl/l w <(W I uo u TO BE ADJUST~~ BY OTHERS a: w w x-- - z w Cl _J z >-w fl. f-<( u w ,_: ..., 0 a: 11. z z CJ 0 ,- ◄ u, ,-er: w 0 X c.. C V, z ◄ er: 0 ,- LL. I-0 ,-z z LL.I w :::E ,-~ er: ◄ < c.. LL.I C a: 0 ◄ < z u, er: 0 LL. ...J i ◄ u LL. X 0 LL.I ,- ◄ ,- V, ~ THIS PLAN ACCURATE FOR UTILITIES ONLY. FOR REDUCED PLANS O 2 USERNAME =) tomd L_ ___ ~•o=R=M~O=C~·~O~E-~•~2~-P~F_:_<~RE~V~-__:3~/~·=•'.:__ _________________ .L_ ___________________ ~o~R~l~G~•~N~AL=--:S~C~A~L~E:.__:_•~s.....:..:'N.:__l~N~C~H~E~s_.,============------..L ___ ~D~G~N~F'....'._'IL~E:......:=~>_l~u~s~c tomd/PO/c00008k05.dgn ROUTE POST MI LES SHEE TOT AL TOTAL PROJECT NO. SHEETS 12 Ora RI 8. 4/ 19. 8 I 6 35 -17:,,w>a& ? ~ REGIS TCRED CIVIL i<lc I NEER 00-00-93 .J.Q:._l _1 _-9_3 _______ _ PLANS APPROVAL DATE \ J ---i----==. -:,; ~ ..... - •., UTILITY PLAN SCALE I' =50' cu 12208 EA 000081 aJ C _J U-5 ' >-u 0 ' r- 0 w >->-0 _J 0.. w ::, I- 0 0 I 0 0 I 0 0 0 w >-en 1/l > 0 w w 0:: 1/l w > I-w <( 0:: 0 X w I-<( 0 '>->-oen w en I-0 <(W 0 ...JZ w :JD ,c u-u ...J 1/l w <( w I uo u 0:: \ w w x---z w c., ...J z >-w a.. ... <( \ . u w ,__: -, 0 er ll. (l) C --' z ;z: CJ 0 ,--< en ,-a:: w 0 X a.. C V, ;z: -< a:: 0 ,- ...... .... 0 ,-z ;z: u..J w :::::i; ,-::E a:: -< <( . a.. u..J r:::, a: 0 -< <( ;z: en a:: 0 ...... _, j -< u ...... X 0 u..J ,--< ,- V, t FQPM GC-OE-92-PF lREV 3/88) DOVER DR I VE I . I ,,, ···-U THIS PLAN ACCURATE FOR UTILITIES ONLY. FOR REDUCED PLANS O 2 USERNAME ") tome OR I GI NAL SCALE IS IN 1 :..:N:.C:..:H:.ES:::_.::::============---____ _,_ ____ D_G_N_F_I_L_E_•_>_1u __ s_~_l_t_om_e_lP_O_l_c_o_o_o __ o_S_k_0_6_._d_9~n __ ROUTE Ora I ~ I~ POST MILES TOTAL PROJECT RI 8. 4/ I 9. 8 REGISTERED CIVIL ENGINEER 00-00-93 I 0-I I -93 PLANS APPROVAL DATE ";,HE[T TOTAL NO. SHEETS 17 35 UTILITY PLAN SCALE 1'=50' U-6 cu 12208 EA 000081 r-- 0 >-u 0 0 w >->-0 _J n. w ::, 0 0 ' 0 0 ' 0 0 X x--- X X 0 w >-co Vl > 0 w w o:'. Vl w > I-w <f o:'. 0 w I-<f 0 '>->-0 CO w co I-0 <f w 0 ..JZ w :i (.'.) >< u-u ..J Vl w <f w I uo u o:'. w w w z ....J -C) >-z a. w I-u <{ w .., t-0 a: a. z :z: (!J 0 ,_ u, -ct ,_ 0: w 0 a.. Q V> :z: -ct 0: 0 ,_ ...... I-0 ,_ z :z: w Lu ::::,; :E ,_ 0: -ct <C a.. Lu Cl a: 0 -ct <C :z: u, 0: 0 LL. _, I -ct u LL. 0 i Lu ,_ -< ,_ V> ~ SIGN 0 ® © @ -- 41 ,_ ::J 0 BRANAGAN SEPARATION 0:: "/ --,, , ... -,, --- ~'c =~:: Ace ,'!,,,_~:~.:.~:_'._, B • -- NEWPORT BEACH ~~~~/ff&~ci -------- . 0 ·> / -...J . " -, -ro . -1-• a: -,_ ' ~\'l -0 -_. ~ .c" () a· Q) ro +-L 0 Cl ~ Q) z a I- STATIONARY MOUNTED CONSTRUCTION AREA SIGNS SIGN PANEL NO. OF POST EACH CODE SIZE AND SIZE Cl8 48' X 48' I -4' X 6' 9 Cl3 60' X 24' 2 -4' X 4' 10 SPECIAL 120' X 54' 2 -4' X 6' • I SPECIAL 120' X 54' 2 -4' X 6' I <ro 4 -,._ - Ci;:, -: le !40 I SO HI GHWA y I 60 ~4::! ~ ------------;-:;: __ - ' ''> ~ ~-,'. ___ :-~-=-~--, ~- ::_:.,, __ -----~ ~,I 00·:1 SLE _. NOTE, EXACT SIGN LOCATIONS TO BE DETERMINED BY THE ENGINEER. THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGNS ONLY. ~------------ 6' CAPS ~-------~' O' ______ __, ROAD CONSTRUCTION BETWEEN DOVER DRIVE AND JCT RTE 55 USE ALTERNATE ROUTE TYPE©SIGN DETAIL JAMBOREE RD "' l() ROUTE POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS Ora RI 8. 4/ 19. 8 I 8 35 {~ 1£-!k: REGIS' I RED CIVIL ENG I NEER 10-11-93 PLANS ,,PPROVAL DATE 6' CAPS I 10' ROAD CONSTRUCTION BETWEEN JCT RTE 55 AND DOVER DRIVE USE ALTERNATE ROUTE TYPE@SIGN DETAIL BALBOA LANE/SUPERIOR AVE "' l() SPECIAL MESSAGE SIGN ·} : ;1/; ' - --------_---.... ~~ CONSTRUCTION AREA SIGNS NO SCALE CS-1 FOR REDUCED PLANS O 2 USERNAME • > tome FORM OC-OE-92-PF <REV. 3/•:.::•_:_• ______________ __[_ ________________ o_:_R_:_'-=.G_:_I N_:_A..=_L_:S:.::C.:.::AL::.:E:__:_' S~l_:_N_:l_:_N_:_CH_:E:.::S--'===============::_ ___ J__ __ _':'.D:'.cGN'.'_'.:F_'._I =-'LE=-.::_•:__> :_/':'.:us:'_' tome/PO/ c00008m0 I , dgn cu 12208 EA 000081 "' - r--0 ,.,., 0, 0, -' I-u 0 .. ' a:, - A " 0 w I-I-0 ..J a. w ::, - I- 0 0 ' 0 0 I 0 0 I , __ I 0 w >-ID l/l > 0 w w a: l/l w > f-w <t a: 0 X w f-<t 0 '->->-0 ID w ID ,-o <tW 0 .JZ w ::Jt'.l "" u-u _J l/l w <tW I uo u a: w w x-- - z w C) ....I z >-w a. I-4 u w ,_: -, 0 a: a. z z CJ 0 ..... < Cl) ..... 0:: w 0 a. C Vl z < 0:: 0 ..... ...... I-0 ..... z z w LLI ::::E ..... :E 0:: < <( a. LLI c:, a: 0 < <( z Cl) 0:: 0 ...... -' j < u ...... X 0 LLI ..... < ..... Vl ~ FORM DC OE '32-PF <REV 3/881 ·------ . ·-------·-----------·-----,-----------------------------,-----------------------------.-----------------------------, f.5 /1 ,.:'.S ,, l! ',t\ 1,1 --,4.at: ii°·P-.-o:r-rf p41TE 5S·i } .:.:',/'(,,z: POST MILES TOTAL PROJECT LEGEND Oro Rl8.4/ I ~ REG I STEREO CIVIL ENG I NEER 00-00-93 10-11-93 PLANS APPROVAL DATE [Efil REMOVE PAVEMENT DELINEATION DETAIL, PAVEMENT MARKERS ONLY. @ DETAIL No. ~ THERMOPLASTIC ARROW, TYPE A SPECIAL DETAIL No.,SEE PAVEMENT DELINEATION DETAIL SHEETS --CHANGE OF DETAIL •=> DIRECT I ON OF TRAFFIC 42 EA~ IO'C-C SPACING CHANNELIZER (SURFACE MOUNTED> CLEFT IN PLACE> :.s -I I --: __________ 100•1~_.,15 P.o.:r~-,mou:i;_s_.J.L"·,.•:'.·/,'/ lb, :i,~--;-.,,..._,J.-/'./• -" ___ / -,. .. ,. ,\. "-;. .ti, ·• ~ :. • :: ~ '· ::~ ',: •••• '' C •• ~~········~·~~:~;:;:~;::~,i.[t'.~~;~\;\-:~;~:=1--':'j~-f't' -~.:...~, :~~::~t1-=1~~~~~::2~~~~~t~~~~~=:~:__'.:~~-~~---=-~~,_-_-=-='.-.l/--=~~~;-::~=~:-::~t~-co:~l-0~5"~~:--• 3 I t00+00.00 -----< .' ,,.; ~\:~::itiS~::~~'.: ,,, I If II 10, ~ .,.,.·· .-... ,.:- ,,,/:. ... ~ :;,: THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. R/W, ABBREVIATIONS FOR THERMOPLASTIC PAVEMENT MARKINGS R RIGHT L LEFT N LANE 0 ONLY T TURN S SIGNAL A AHEAD Ql C _, PAVEMENT DELINEATION PLAN SCALE I' =50' 35 PD-1 '"" 0 V) "' "' ' t-u 0 ~ 0 w t-t-o _J 0.. w ::, t- 0 0 I 0 0 I 0 0 FOR REDUCED PLANS O 2 3 USERNAME "> tome ____________________ O~R~IG::..:_:IN~A~L:.._:S=C=A~L~E:.__:l~S:..._:l~N:..._:l~N~C~H~E~S__':=::::':=::::':==:=='===='-----..l..---~D~G~N'.....'..F~l~L~E'-•~>_l~u::'..::'.:sr~/~t~o~m~e~/~P~Q~/~c~O~Q~Q~0~8~n~O~l~.~d~9~n-_ ___ L.:C~U:_~l2:..=2~0~8:_ ______ _JL...=E~A_:0~0~0~0~8:....:.I ________ _J X x-- - I I ----, 0 w >-co Vl > 0 w w 0:: Vl w > f-w <! 0:: 0 w f- <! 0 '>-oco >-w co >-0 .,:w 0 ...JZ w :Jt'.l "" u-u __J!/l w .,:w I uo u a: w w z w (.) __J z >-w 0.. I- <f. u w ,_: , 0 a: D. z :z (!J 0 __J ,_ -,C( en ,_ 0::: w 0 a. C Vl :z ,C( 0::: 0 ,_ ..... I-0 ,_ z :z w LL.I :::::i; ,_ :i: 0::: ,C( <( a. LL.I C a: 0 ,C( <( :z en 0::: 0 ..... -' i ,C( u ..... 0 LL.I ,_ ,C( ,_ Vl t \ , .. " ; \,. ... \,.~·-: " ,. J <fl "' 125•00 l 3 ,-_,r,. _, I -L ..... ,.. .. --l MATCH 1' 115•00 z C '3,' CITTIJ) ,•:,,r>,. --t ~ --~-• -,..,. w 0 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. FOR REDUCED PLANS O FORM OC-OE-92-PF <REV. :-_l/:_:B:_'B:_:> ____________________ _J_ ______________________ O::R'..:..'..l::G_:.1:_:N_::A_::L_::S_::C_::A_::L_::E~l_:S:__:1_:.N:__:1::_N:_:C:_:H~E:_:S'._'::==:::::=::::=:::'::=:::':=='==:'.__ ____ _J 38 R/W ROUTE Ora I~ POST MILES TOTAL PRO,JECT RI 8. 4/ I 9. 8 REG1S1ERED CIVIL ENGINEER 00-00-93 10-11-93 PLANS >PPROVAL DATE SHEET ~OT AL NC. SHEET$ 20 35 (l) C 120•00 ·, C ,'.,"- I USERNAME •> tome DGN FILE •> /usr'tome/P0/c00008n02.dgn ---------------- PAVEMENT DELINEATION PLAN (l) C SCALE I" =50' PD-2 cu 12208 EA 000081 I'-0 .,., "' "' ,'.. u • 0 ' 00 0 w >->-0 _J Q, w ::e >- 0 0 I 0 0 I 0 0 .. 0 w >-CD 1/l 0 > w w 1/l a: w > f--w <( a: 0 X w f-- <( 0 /··-, . -::-_:•' . --_, - '>->-0 CD w CD I f--0 <(W 0 ...JZ w ::,t'.l "'-u-u ...Jl/l w <( w I uo u a: w w x-- - z w 0 .J z >-w a. ... -d. I u w ....: .., 0 a: l D. z :z: C, 0 ,_ -ct "' ,_ a: w 0 X c... Q Vl :z: -ct a: 0 ,_ LL. I-0 ,_ z :z: LL.I w :::::i; ,_ :I!: a: -ct c:( c... LL.I 0 a: 0 -ct c:( :z: "' a: 0 LL. -' I -ct u LL. X 0 LL.I ,_ -ct ,_ Vl t FORM DC-OE-92 PF IR[V 3/881 ):. '~~,;,~~~~~f~··yt'· ' !-.,.,.,_' s.· ------------------------ 145 «JO ROUTE I cc~'.~~-'7 ~~:t~:_cj> •·. C ••• •,~ .. '•i~ ~0:~l~f [i~2~~; (~{ ; • .. , .·: ___ ., ' l _,,,,,. r--. ROUTE POST MILES TOTAL PROJECT Rl8.4/ 19.8 REGISTERED CIVIL ENG I NEER 00-00-93 I 0-I I -93 PLANS APPROVAL DATE 150+00 SHEET TOT AL NO. SHEETS 21 35 <'1~c,~:;:~,~;~t.':?::-:~'--,:-""C.~S~·~,;.;.j• ... ·.,.-~·.,-.,-.. -J~~,'-'--,'·-~--j~~:~~;~~~~-=-~•~~~~~-•=-~~:~::-..... :.;:.-~=~',,,"':<:J.~t:1~:tt-~:;-:-••~•~:-~~~;.j:£j.{_l~/~-~•:.•]}~:i:_ •• _;~C'--•;--•~~:(j,l~f~:~;~~•--"•-;•,~--·~•.;_~--':",;~!=:~:(:'~~~~;~;:~:'~•~~~~i~~l~--:':-:.~~!~-f-~•••i· .... '"'.:.'~'i-.:;;-:~:·_•_~~~-;_·:,~~'5::~~=t~:=•~~:;:·,:i;_~~~-::;::_~,-'~~~:_:~~~~•:-~~==:s~~~~~~!;:·~~~~~~~j~~~:~;~L~L=..,..~•=~~•·•~::-,,~·~~-~~;~~:t:f~ft_~~~~~-:~~~•~'=::=:._~••,~·-~.:=~=:::~~=:_~~-=~,=•:;•~~!j_ r-, _.,.·::.,; Q.. -·-•t:f ::; \ <1-c.,. ., -,;---•-,-.,, \·:c··-·s. •• •• • ··_-l. J____ t;5JI< QJ ---~-: • -,_ 0;,," • .-:I ---l ,., ·-··---. ------~-~ •.,.J R/\'j /f ~--~,:~~c~~ '·0 '•· ., ,.-.-:~.•-~,-..=. ccc:"..::.C.cc.c.. <. :) -~ · --· -----. -_____ ,_',.·-.:·· -·· -----·· / .. •. :.:. ·o.-!:-'--·-. <=• , ~ ~ •• • ·-•• --S.o • _, --· -· •••• ---ffi5+QQ :::..~a,~' 'A" LINE i60«JO l/l l/l l> l> --------::..-::::-:..-.:.:::::--:::.:::.::::::_;;:-_..:::--=-____ ::..-... 't -----_::....,r,..:;;., --_-,.-•) --------<]: '' .,...,...,.,.. .. -'<•-..,,.;r"'""'t"..,:-~ r-::-~-; _1..-.!---:,'•.--~ ---R✓W----------;;,-----,(:,.-----<J.£ '-..., --...,., ':1,4 ------,--..----)--· -___ -:~._-,r:_t,}~;_;::.:: __ ::.::.;{----.--: ,,. IV c-L> ____ ~ ..... ----<' -,::_ rl7---~-:~. ' ' ·,,_,...<,_, ' • , • "-' ' -__ -::\:,·:_,-· ··-----;,·,···.1,:,'-' ___ ',-------~=--,. '.:~, ~~~:Jt\~~-=--~~F~f ~3:i-T Li ~; -~,s;;~ ' It ::· 1 Hr. J~h--·,,;~~\ THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. FOR REDUCED PLANS O USERNAME '> tome PAVEMENT DELINEATION PLAN SCALE 1'=50'· --··---______________________ o~R::_l_:G::_1::_N::_A_:L_..=S_:C::_A:.::L:.::E_:l:.::S_:l::_N_:l...:_N::_C:.:H.::E:.:S::_':::=:==::::::=::::':==:==:::::=-__ ____ __J ____ D':'.G~N_:_F_-_l.'.::L.'.::E_:_::__::_i:::u.::s:'..r:'../.'.i..:o'.'.'.m.'.:e'..'./_'_P_'O'..'/_'c'..'0'..'0'..'0'..'0':'.8':'.n'.'.0':'..:'.3.:..·~d-,,9-_:n ____ _LC:_U:_...:.l::_2:_:2:_0:_:8 __ EA 000081 PD-3 ,... 0 ,..., "' "' ' f-u 0 00 Cl w f-f-0 .J Cl. w ::, f-- 0 0 I 0 0 I 0 0 X x--- X X >-OJ 0 w Vl > w 0:: w ,- <! 0 '>-O!D w t-0 <!W _iZ :JO u- -' Vl <!W uo a: Lil Lil z C) z Lil I-u Lil -, 0 a: Q. z C) .... -< .... a:: C) a.. V, z -< a:: .... .... C) .... z L4J :::if .... a:: -< a.. L4J C -< z a:: C) .... _, -< CJ .... C) L4J .... -< .... V, 0 w Vl > w 0:: w ,- <! 0 >-(D 0 w "' u w :c u w _j >-a.. <t. ...: z C, u, w Q 0 t-z w :::2 c( a: 0 c( u, I ~ \ I \_ ,, ---- I -_:; I Q) 1_:_~;::~=1:J=J~::::::'.'.::~~~~,'---~,_-=-~:_=_~r=-r..o.1 C _j I \ \ FOAM DC-OE-92-PF <REV. 3/88> ---------------------- : DOVER DRIVE J ' ' ' • s.5 J' ,,'' ·~ THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. FOR REDUCED PLANS O ORIGINAL SCALE IS IN INCHES USERNAME => tome DGN FILE=> /usr/tome/P0/c00008n04.dgn POST MILES SHE'.:: TOTAL TOTAL PROJECT NO. SHEETS Rl8.4/ 19.8 22 35 REGIS 1 ERED CIVIL ENG I NEER 00-00-93 10-11-93 PLANo APPROVAL DATE PAVEMENT DELINEATION PLAN SCALE 1"=50' PD-4 cu 12208 EA 000081 "' 0 "" "' "' ' ,- u 0 ' a:, 0 w ,-,- 0 _J CL w ::e ,- 0 0 ' 0 0 ' 0 0 X x--- X • X 0 w >-ca l/1 > 0 w w a: l/1 w > f-w <{ a: 0 w f-<{ 0 '>->-oca w ca f-0 <{W 0 --'z w ::Jt:l "' u-u --' l/1 w <{ w I uo u a: LIi LIi z -w C) ....J z >-LIi a.. I-<( u LIi ,_: , 0 a: Q. z :z CJ 0 ,_ < u, ,_ ~ w a. Q V'I :z < ex: 0 ,_ ..... I-0 ,_ z :z w ...... 2 ,_ :E ex: < <( a. ...... 0 a: 0 < <( :z u, ex: 0 ..... ...J i < u ..... 0 ...... ,-< ,-V'I ii1 I 12 LF PAVEMENT MARKING <2-COATl (12" WHITE STRIPE) 10' DETAILL0,_ STATION 102•50 245 LF 8' THERMOPLASTIC TRAFFIC STRIPE (8' WHITE STRIPEl I 15 LF PAINT TRAFFIC STRIPE C2-COATl C8' WHITE STRIPEl PAINT PAVEMENT MARKING C2-COATl ··-"'"'°'•csl-50·=tf"----~-~. THERMOPLASTIC TRAFFIC STRIPE 210 LF PAINT PAVEMENT MARKINGC2-COATl (12' WHITE STRIPE) MATCH DETAIL~ STATION 103•00 ROUTE POST Ml LES SHE[ TOTAL TOTAL PROJECT NO. SHEETS Rl8.4/ 19.8 23 35 REGISTERED CIVIL ENGINEER 00-00-93 I 0-I I -93 PLANS APPROVAL DATE 20' ~ !4" TRAFFIC STR<PEl .--------"-20_' --------i~-----2_0_' _____ _ i PAINT PAVEMENT MARKING (2-COATl C4' TRAFFIC STRIPE) ·,-~tr __ ClJR_B ___ _ DETAIL& *I' BETWEEN ADJACENT PARKING STALLS DETAILffi STATION 116•50 THERMOPL 0 AST'fC l?AVEMENT MARK I NG C I '2: l'/'HJit ,STRIPE l RlW s.; .. :: ., .,_~~I __ _____ _ _ ______ _ _ _ _______ CURB ____________________________ _ THERMOPLASTIC PAVEMENT MARKING C 12'·0 \Vf-ffTCSTR I PEl ' DETAIL_& *I' BETWEEN ADJACENT PARKING STALLS zw -::) I-z 1/lW ::)> I-<t '----"----i--'....,__-THER~OPLASTIC PAVEMENT MARKING ,j '(12' WHITE STRIPEl '-------\ r - I .. -____ , DETAIL~ ST AT I ON I 2 I + 4 5 PAVEMENT DELINEATION DETAILS NO SCALE PD-5 00 0 ' f-u 0 ' 00 A " 0 w f-f-0 ...J 0.. w ::; f- 0 0 ' 0 0 I 0 0 FOR REDUCED PLANS O USERNAME = > tome FORM DC·OE-92-PF (REV. '''.:.'""..'"'.'..' ________________ L_ _________________ _:O::__:R_:_:I G~l_:_:N:_:A~L~S::_:C:_:A:.:::L~E ~l:___:S~I N~l_:_:N:.:::C~HE'.:__:S:___:=::::::=::':::========----_J ___ _'.'.D:::_GN'..'...._'._F__'.1.'.:Lc:.E_=:.:>:....'...'lu::'..:s:'..r.'.../.'...to:::m::::e:'../.'...P.'.:'.0~/c:::0:'..:0.'.:'.0.'.:'.0:::8n__-:0::..:5:.:.-.'.:'.d~gn_:__ __ ___L_:C_:U__..:.I -=-2-=-2-=-0-=-8 _____ ____]__:E:..:_A:__:0_:0_:0_:0:;:_8_:_l _______ __j 0 w )-1/l co > 0 w w O'. 1/l w > f-w <( O'. 0 X w f-<( 0 ')-)-oco w co >-0 0 <( w __,2 w :JO "' u-u _JI/I w <(W I uo u a: w w x---z -w C> -' z >-w Cl. f-<( u w ..: .., 0 0: a. z z (!J 0 ,_ -< Cl) ,_ c:: w 0 X c.. C .,, z -< c:: 0 ,_ LL. I-0 ,_ z z w ....... :::i; ,_ :E c:: -< <C c.. ....... c:::, a: 0 -< <( z Cl) c:: 0 ..... -' i -< u LL. X 0 ....... ,_ -< ,_ .,, t FORM DC-OE-92-PF <REV. 3/88) I . 24' ·I· 24' • I ==t= ,,-:.:.-:..: -~----=-=-==-=~ ---=-~-=:=: ~::=.=~ □-=--~ :_..::-- 3• □u REMOVE PAVEMENT MARKER PAVEMENT MARKER <TYPE HJ 6 SOFT PAINT PAVEMENT MARKING <2-COATJ (4" WHITE STRIPE> PAVEMENT • ..:.:_ ------=-=-~-----------c:r------- MARKER <TYPE H:Jo----~-~--"- DETAILLn_ STATION 121+73 TO 122+47 25' 55 SOFT PAINT PAVEMENT MARKING (2-COATJ (4" WHITE STRIPE> DETAIL&_ STATION 168+85 TO 172+00 FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES USERNAME •> tome POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS RI 8. 4/ I 9. 8 24 35 REG I STEREO CIVIL ENG I NEER 00-00-93 I 0-I I -93 PLANS APPROVAL DATE 62 SOFT PAINT PAVEMENT MARKING <2-COAT> C4" WHITE STRIPE> DETAIL.ffi STATION 166+70 TO 171•80 PAVEMENT DELINEATION DETAILS NO SCALE· PD-6 DGN FILE•> /usr/tome/PO/c00008n06.dgn cu 12208 EA 000081 ' >-u 0 ' 00 A " 0 w >->---0 _j n_ w 2 >- 0 0 I 0 0 I 0 0 .--------- I I I I i ------o I srl COUNTY I I POST MILES ISHEE.I TOTAL ' PAVEMENT DELINEATION ROUTE TOTAL PROJECT NO. SHEETS ,-·-i-----t'.) u t'.) -0:: -<N> PAVE.ME.NT 121 Oro I I I R 16. 4/ 19. 0 1 25 1 35 0 w 0 PAINT TRAFFIC STRIPE z -z w-Nw a: ';/ -I-w -I-w -I-w MARKER {~ ~ STATION "" Vl CL u"" zu __Jz "" ~ <2-COAT> 0:: <( --0:: 0:: ::J <( w ::J 0:: w <:) '?~of£SS10,,,4< LENGTH <( _JO:: I-<( Zo <( > REG I STEREO CIVIL ENG I NEER ::;; CL I-Vl ::;; WQ__J ::;; -WHITE YELLOW ~::;; I I-00-00-93 .., .. " <'._ X SHEET LOCATION DETAIL OVl <( N::;,CL Zu OR ,__ ::;; __J I--wz Iw I-REFLECTIVE O w I ~ T. A. PYLE il z,-o::u CL Z _Ju-Uu z z--' I 0-I I -93 NO. NO. DASHED SOLID SOLID DOUBLE Lu<( w-0 w WW LL ~ No. 46453 ~ OR MARKING TYPE EA w <( I-<( w ,-::;;o I LL ::;; ::;; z LL I->::;; a: PLANS APPROVAL DATE ZWu I-LL 0:: w Zo:: LL W LL ow -IC Exo, 6-30-95 >t 4' 4' 8' 4' ->, <( W> <l::iw Vl 0:: ::;;> TYPE TYPE <C<CN • 0:: I <C Ivi__J w ::J w <( s,.4,. CIVIL ,~ CLCL-co I-I-CL U--0:: ~ 0:: CL H D G A (OF CALI~ LF LF LF LF SOFT LF SOFT EA EA EA EA EA EA EA - PD-I STATION 100+20 TO 104+70 38 450 450 19 19 PD-1/2 STATION 100+23 TO I 15+97 13 1574 165 33 132 PD-I STATION 100+29 TO 104+54 22 425 425 42 36 PD-2 STATION 0 I 12•40 TO I 12•95 29 55 110 6 w PD-1/2 STATION 100+32 TO I 15+97 13 1565 165 33 132 >-VJ (I) -PD-2 STATION I 12+95 TO I 15+83 26 288 25 14 <NJ NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. > 0 w PD-I STATION 100•35 TO 104+85 38 450 450 19 19 w 0:: VJ PD-2 STATION 116• 78 TO 120•97 26 419 35 18 -w > >-PD-I STATION 100•40 TO 102•60 27B 220 275 w < 0:: 0 PD-I STATION 104•55 TO 106+80 26 225 10 X w 304 >-PD-I STATION <( 102•50 21 30 0 PD-2 STATION 121+75 TO 122•35 26 60 5 PD-I STATION 102+35 TO 102•55 5 PD-1/2 STATION 104+85 TO I I I +50 37B 665 665 46 46 '>->-PD-1/2 STATION 106+80 TO I 12•40 32 I 145 62 62 0(1) 560 w (I) >-0 PD-2 STATION I 16•50 8 50 100 <( w 0 _JZ w PD-2 STATION I 16•50 21 50 50 ::,<:J "' u-u PD-2 STATION 121•45 21 50 50 _J VJ w <>:W I PD-2 STATION I I I •50 TO I 15•97 13 447 47 10 37 uo u PD-2 STATION I 13•37 TO I 15•97 38 260 260 11 11 PD-2 STATION I 15•83 TO I 15•97 28 14 28 PD-2 STATION I 16•80 TO I 17•65 38 85 85 4 4 Ir PD-2 STATION I 16•80 TO I 17•85 38 105 105 5 5 "' PD-2 STATION I 16•80 TO 121 •07 13 427 135 27 108 "' x-- - z ~ PD-2 STATION I 19+32 TO 121 •07 38 175 175 8 8 --C) PD-2 STATION 120+97 TO 121 •07 28 10 20 z ~ "' PD-2 STATION 121•78 TO 122•68 38 90 90 4 4 >-:i PD-2 STATION 121•78 TO 128•21 13 643 70 14 56 u "' .., 0 ,.;: PD-2/4 STATION 121•78 TO 171 •80 13 5002 1042 210 832 Ir PD-2/4 STATION 122+35 TO 166•70 32 4435 8870 463 463 [l_ PD-2/3 STATION 137•15 TO 150•10 27B 1295 1295 PD-3 STATION 150•10 TO 151•15 8 105 105 PD-3/4 STATION 152+10 TO 171•80 27B 1970 1970 PD-4 STATION 168+25 TO 171•80 13 355 80 16 64 PD-4 STATION 171 +20 TO I 71 •80 38 60 120 6 6 z PD-5 STATION 102+50 /1\ 301 I 18 245 11 11 ::z: CJ 0 PD-5 STATION 103•00 /2\ 228 --.... -< en PD-5 SINGLE PARKING STALL /3\ 13 26 .... 0::: w PD-5 DOUBLE PARKING STALL /4\ 24 80 0 X a.. Q PD-5 STATION I 16•50 /5\ VI ::z: -< PD-5 STATION 121•45 /6\ 0::: .... 0 PD-6 STATION 121•73 TO 122•47 ffi 74 13 6 5 10 ,,--, LL, I-/8\ "' 0 PD-6 STATION 166•70 TO I 7 I +80 510 1035 62 44 44 ;, .... z PD-6 STATION 168•85 TO 172+00 /9\ 315 55 315 187 28 0 ::z: L.LJ w ,,--, ::I!: 35,40 4 72 0) .... :!!: 0) 0::: LANE I 24 - -< <C ' a.. >- L.LJ LEFT I 19 u 0 a: 0 AHEAD 7 217 ' 0 a) . SIGNAL - <C 7 224 A ,ct " -en RIGHT I 26 ::z: 0 0::: TURN 2 48 w 0 >- LL, ONLY 6 132 >- -i 0 _J ...J 12' WHITE LINE 1399 1130 a.. -< 322 u w LL, TYPE IV (l) ARROW 29 435 ~ X 0 TYPE IV (R) ARROW 8 120 >- L.LJ PAVEMENT DELINEATION -.... TYPE VI ARROW 4 168 -< 0 .... 0 VI QUANTITIES I 2962 0 ~ SUBTOTAL 205 3540 I 18 I I, 776 551 3188 2615 42 5 57 61 I 504 1361 0 PD-7 I TOTAL 15,639 551 3188 2615 42 5 2962 I 172 1361 0 0 I FOR REDUCED PLANS 0 I 2 3 I USER NAME = > tome I cu 12200 I EA 000081 FORM DC-OE-92-PF <REV. 3/88) ORIGINAL SCALE IS IN INCHES I I I I DGN FI LE •> /usr/tome/PO/c00008n07.dgn -------·---------,- I I I i DI sTI COUNTY I ROUTE I POST MILES ISHEEI TOTAL TOTAL PROJECT NO. SHEETS ' ----i-----I 2 I Ora I I I R 18. 4/ 19. 8 I 26 I 35 I~ t~ -~~ofESS lo~., REG I STEREO CIVIL ENG I NEER ,? ( 00-00-93 '-<Jct-<"-i, I 0-I I -93 ! :; T.A.PYLE ;l PLANS APPROVAL DATE ~ No. 46453 ~ {l Exp, 6-30-95 * s-1';,J-. CIVIL ,,,_ (' OF CAL\f~ ROADWAY ITEMS - w<ll <N> -<N> >-::::, -a: w 0 z -w u CI) w 0::wO -CI) Uz->-a:: ::::, >-z <! >-zcn w a: 0 w 0 _, u w >-W<! >-a:: u _J::::, "" -' :;e LL w u >-a:: w u wa:: -<!W a:: <! -' w >-V) >->-z a:: u >-I.'.) u <{ > CD 0 I>l.'.l -z wz wz 0 O<fl<ll a.<i:z z z 0 ::c oz > 0 zw_ ~~x u z_z u <Ila.--0 w a. uo 0 w LOCATION -<:ex -::.o >-U u N~ -0 <! <! ' u w a:: z >->-_J w <! _J w <! ~ro :::;; -u a::a:: za:: -' >->-V) <! <{ a.> :a a.>:::;; -1.'.>WO wou w a:: I.'.) >-u -w w > >->-3::> <! -<! -<w ,.,, 01.'.l > ZOLL :::;; LL -> w -W w O<! 0 a. l[) 0 a. 0 Io_ CI) a. zz CI) 0 -zz wza:: 0 CI) w _J >-w <( w <! u _J N Bu"' a.>-a:::::;;w <! -a:: :::;; >-->-CI) :::;; CI) a. -0 a: 0 ox OU <fl>-::::, <! V, _J > ::::, <! CI) w <!W<! w ::::, >->-a:: :r ua::;5 w a::w U<C _; U<! _; <! -<fl<! u o._ 0:: LL a:: a:: >-::::, a. w <fl -a. a:: a. -a:: -.... <( CY SOYD SOYD TON CY CY CY LF TON SQYD CY TON EA 0 L-1 STATION 100•50 TO 108•35 6631 I 119 16 5 267 L-2 STATION 108+35 TO 122•65 12985 2275 0. 5 0.5 '>-L-2 STATION 122•65 TO 137•57 10283 1786 0.5 0.5 OCD >-5 w CD L-2 STATION 132•79 TO 136+42 .... 0 STATION 6140 2073 <(W 0 L-2/4 129•50 TO 168•60 -1Z w ::JI.'.> "' L-3 STATION 139+80 TO 165+15 18 u-u -' V) w L-3 STATION 137•57 TO 152+09 3794 666 <( w I uo u L-3 STATION 152+09 TO 166+70 4920 859 L-4 STATION 166•70 TO 171•40 4556 772 L-2/4 STATION 133+50 TO 168+60 5474 4146 1776 L-1/4 STATION 100•50 TO 171•90 7. 3 6373 a: TOTAL 5474 43169 6140 13696 22 267 7. 3 6373 I 1776 23 w w x-- - z --w a _J z >-w a. .... ..i u w ,_: ., 0 ROADSIDE SIGNS a: a. RELOCATE ROADSIDE SIGN REMOVE SIGN PANEL SIGN SHEET LOCATION SIGN CODE <ONE POST> <MAST-ARM PANEL CN> REMARKS NO HANGER METHOD> z EA EA EA z C, L-1 STATION 104•55 R7/R7A/N I KEEP RIGHT 0 --L-1 STATION 105•25 RIO I ONE WAY ,--< CJ) ONE WAY ,-L-1 STATION 106+25 RIO I 0::: w 0 L-1 STATION 106•75 R7/R7A/N I KEEP RIGHT c.. C V> STATION R73-2 I ON LEFT TURN ONLY z L-2 I 15•80 -< 0::: 0 L-2 STATION I 16•90 R73-3 I NO U TURN ,- "' Lo.. t-L-2 STATION I 16+90 R73-2 I ON LEFT TURN ONLY "' 0 z L-2 STATION I 16•90 R34-2 I NO LEFT OR U TURN (X) ,-0 z w L-2 STATION 120•90 R34-2/Rl9 2 NO LEFT OR U TURN "' LL.I ::::i; "' ,-::i L-2 STATION 120+90 R73-2 I ON LEFT TURN ONLY "' 0::: --< ' c.. <( L-2 STATION 121+85 R73-2 I ON LEFT TURN ONLY ,_ LL.I u C a: L-2 STATION 121+85 R34-2 I NO LEFT OR U TURN 0 ' (.) Rl9 I OR U TURN (X) ' L-2 STATION 121•85 NO LEFT - <( TOTAL 4 5 5 A -< " -CJ) 0 z CNl NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. 0::: w ,_ 0 ,_ Lo.. 0 -i -' ...J Q_ -< c.., w Lo.. ~ 0 ,_ LL.I 0 ,- -< ,-0 V> SUMMMARY OF QUANTITIES ' 0 li1 0 Q-1 ' 0 0 I FOR REDUCED PLANS 0 I 2 3 I USERNAME 0 > tome I cu I EA FORM OC-OE-92-PF IREV. 3/88) ORIGINAL SCALE IS IN INCHES I I I I DGN FILE -> /usr/tome/P0/c00008o01.dgn 12208 000081 r 0 w >-Vl ro > 0 w w 0:: Vl w > ,_ w <( 0:: 0 w ,_ <( 0 ' >->-om w ro f-0 <( w 0 __JZ w ::)t'.l ,t_ u-u __J Vl w <! Lu I uo u 0:: w w I x--z I--<[ (.'.) > z a: w 0 I ,_ u ---; w --, 0 a: 0:: Q_ = 0 >-z ;"':': CJ = 0 en Cl.. en w = <( C e: LL. 0 0 >-... .'-5 z ~ w = <( == Cl.. u..J ct = a: 0 <( ct = en = ~ _J <( J c_;, LL. 0 u..J >-;"':': en I I i @ I PROJECT NOTES CTSOl DJ -~ LTG BALLAST LOCATED IN pb. 0 -~ TYPE 17 Std AND APPURTANANCES COMPLETE. iisns TO BE REUSED ON SHEET E-3. Ci] -~ VEHICULAR SIGNAL HEADS AND TV-2-T MOUNTING. 0 -FOR MODIFICATIONS SEE SHEET E-3. @] -~ peu. ~ ~ TYPE IA Std AND APPURTANANCES COMPLETE. [iJ ~ PEDESTRIAN SIGNAL HEADS AND SP-2-T MOUNTING. ill -~ PEDESTRIAN SIGNAL HEAD AND SP-1-T MOUNTING. 5 TYPE I -pee 2-EX FLUORESCENT LTG FIXTURES R/1'1 r1 R/W ROUTE I RC -··'r-- 1 AB ~ MAGNETOMETERS ff J OI OLA~ 02P <>---<> 02- 02--r--06 f <>---<> 05 . ~ l ~ 08PI IQLIP & Q 04 -06 06P EX TRAFFIC PHASE DIAGRAM STEADY DEMAND SEQUENCE - L ___ cc_P~ -~~~--;:_~'.~--!~r 88> . _:., LEGEND EX EXISTING CKT CIRCUIT LTG LIGHTING SI SIGN ILLUMINATION TSO THIS SHEET ONLY NWR NO WORK REQUIRED SCE SOUTHERN CALIFORNIA EDISON COMPANY LL LIMIT LINE w SYSTEM No 12-55-001-0-019.510 s SCE VAULT =5273, ( I 20/240Vl 3: ' a: EX LOAD• 4-200W mer LUMINAIRES 2-195W FLUORESCENT LTG FIXTURES- 2-I OOW i i sns NEW LOAD• SEE SHEET E-3. AFTER MODIFICATION TYPE I A 3 4 8 I 15•00 TYPE 111 R FASD Q) > <( LLl Cl I I --; l DIST COUNTY ROUTE 12 Ora POST MILES SHE[T TOTAL TOTAL PROJECT NO. SHEETS RI 8. 4/ I 9. 8 27 35 REGISTERED CIVIL ENGINEER 10-11-93 PLANS APPROVAL DATE MODEL 170 CONTROLLER RSFA IN TYPE 332 CABINET • ' -, ____ ---- AB R/W N I --------w 1--w -------------------------w I Vl I ' I I ~ LOOPS ·,.[i;:"' __ .. -----◄ ~J--_ ::t-±=::,....r'.::::==-=-:-:... ___________ _ 6 FA RC EXl½'C,ldle Eg die, -t-·--· -• ------ LOOPS TO REMAIN IN PLACE __ _ ' V , RC • r CUT CONDUIT SEE SHEET E-3 ,- i::oR ADDITIONAL WORK NOTE• THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS O USERNAME •> tomd ORIGINAL SCALE IS IN INCHES DGN FILE ·> /us,/tomd/PO/c00008u0l.dgn R/W , I u I-<[ :::!: (SJ (SJ CX) (SJ CT' sci" SIGNAL AND LIGHl"f ING (REMOVE) <LOCATION I) ROUTE I AT RIVERSIDE Ave SCALE• I' = 20' E-1 cu 12208 EA 000081 0 N ,..., "' "' 1-u 0 ,-... D w ,_ l-o ...J ll. w :a 0 0 I 0 0 I 0 0 0 w >-l/l (0 > 0 w w Q'. l/l w > f-w <l'. Q'. 0 w f-<l'. 0 ' >->-0 (0 w (0 f-0 <l'. w 0 _J z w ::J CJ "' u-u _J l/l w <l'. w I uo u 0: w w I z I- CJ <( > z a:: w 0 I f-u ....; w --, 0 a.: 0: Q_ :z: 0 >-z <I: C, >-cc 0 Cl) 0... V1 w :z: <I: C cc >- LL 0 0 >-I-:z: w.J z ~ w cc <I: :!: 0... w.J c:( = a: 0 <I: c:( :z: Cl) cc 0 LL -' <I: J '---' ~ w.J >-;:: V1 I @ PROJECT NOTES CTSO> -§g LIGHTING BALLAST LOCATED IN pb. -~ TYPE 17 Std AND APPURTANANCES COMPLETE. i isns TO BE REUSED ON SHEET E-4. ~ VEHICULAR SIGNAL HEADS. -~ TYPE IA AND APPURTANANCES COMPLETE. -FOR MODIFICATIONS SEE SHEET E-4. --~-:-- ...-------- - - ----------- 1-w R/W w --------- I ROUTE l/l 9 w ------I 20 •00 _________________ __ w ------l/l w z ....I I u I-<( :::;; R/W 01 _J ---06 02P <>---<> 02----06 ....... ! I 05 __J '~ ~ 08PI ! 104P Q Q ---02 04 EX TRAFFIC PHASE DIAGRAM STEADY DEMAND SEQUENCE - , :;}· ~ LOOPS I I ,_, ;,: ;,: Q) ' ' a:: a:: > <( z I- l/) ::::> ' I- ~L◊OPS ,:f1,.. \..;'t:=1 --------- 2 3 TYPE 11 A 3 5 FA 2 NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS O USERNAME • > tomd 0 I ST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 O,a RI 8. 4/ I 9. 8 28 35 REGISTERED CIVIL ENGINEER 10-11-93 PLANS APPROVAL DATE ~LOOPS 4 . ____ .. ,___ R/W SIGNAL AND LIGHTING <REMOVE> <LOCATION 2) ROUTE AT TUSTIN Ave SCALE• I' = 20' E-2 FORM DC-OE-92-PF tREv. _..::3/~·~•.:.• _________________ _j ___________________ ~o":R_:..:.:I G::__:l~N:_::A~L~S:::_CA:L::_:E~l~S'.___'_l_::N___:_I N:C~H.::E:..:S~============------...L-----=D'-'=G:'..'N'....'....F.'_1 L'::_E:_•:___:>'__:_l'::'u.:.sr'..../'....t.'..'.o:'.'.m':'.d:'.'./..'.P..':O"_/c:'.c:::'.0~0~00':'_8':cu:'.:0:'..'2".-'d'-',;,"--'-n cu 12208 EA 000081 f-u 0 ' I'- 0 w f-f-0 _J 0.. w 2 0 0 ' 0 0 I 0 0 -----T I I ~--1-,.===============================================---------L ___________ __j__ ___________ --1,.l --r---.--~----~-~~~ , oisTI COUNTY I ROUTE I POST MILES ISHEETI TOTAL ! CONDUIT AND CONDUCTOR SCHEDULE (TSO) CONDUIT NOTES <TSO) PROJECT NOTES (TSO) 'I TOTAL PROJECT NO. ISHEETS ---AWG SIZE ~ POLE CONDUIT SIZE AND RUN No IT] _ INSTALL iisns FROM SHEET E-I. 12 [ Oro [ I [ Rl8.4/ 19.8 [ 291 35 OR A OR 3" 3" 3' 3" 3· 3• 2-3'2-3'2-3" A1.-l'C, 1-3•14 CABLE SEE ES-33 FOR MOUNTING DETAILS. CABLE TYPE sE c1Rcu1T 1i' "i 1 && 1 I:,-1-~ Al_ -i½·c. 2 DLC IT] -SEE Es-2c AND Es-2E FOR FOUNDAT10N Xo Bo-n&o-w ~iQITTS!o,.,4 ~LI::,~ ~LI.:,.~~ I\ DETAILS AND TYPICAL SERVICE WIRING REGISTEREDCIVILENGINEER <:, ( / / / / / / l/21/21/2 L!...J}. -2·c. 1-3•14 CABLE DIAGRAM. § ~ •14 CABLE C 0 N 3 D u C T 0 R s 12 / 1/2 l/2 / / / 1/21,.....--21/2 5 DLC PROV I DE FOLLOW I NG CKT BREAKERS= 10_ 1 1 _93 / !i K. D. BANDOW ~I) c f----+----Di?-----+<'1/2'--'>j.<V;'----'~l"'-IA-2 ..::/:..._j.</::__.,1,~/...JLl~~,i..1<:./2__,zcJ.l<::l/2 c...<aJ2 /\ _ 2, C, 4P-I OOA (MA I NJ ~'------'-'---"-"--------II~ No. 12708 "' 0 'F / ./ ./Vzl/2zl/22 1/2 1/221/22 ~ 2•10 <TEST SWITCH> c12ov> ~P_L_A_Ns_A_PP_R_o_v_AL_o_AT_E _____ I\I°" E,0_3_31 _97 ,.,___ N f----+--------+<'~~-+"'---,!L-----'sl""'--'sl-c:__.f,JL:.....<..1L-....t,;.""--feJ 2 • 8 CS I J C I 20V J IP -30A C LTG l C UNME TERED ){ I 20V l D l--+---------'~G~---!L/'-------,.-:::..../,,JL/c......,.-/:::....,,1,<::l/i::.......,_1µ1e::__./i.1,11 ,;c_1..,..,-,::.....J1µ1e::__A.1,11 ;,:1/i'.......'J1 2•6 (CONTROLLER)( 12ov> IP-15A CPEUHMETEREDH I 20Vl ¾,,, c1v11.. fl,.,,,,-. C u t---+==-=='='H'---c,s----j-L/'---7/"'/"-::¥/'-?i"'/"--:;:,jL/'--;,f'l./ie::__:l,II -i"l/i'.:-;!1,HJ"-/,--?!11"1/i:....,!,11 2• IO (L TG) ( 120V) I P-50A (SIGNAL CONTROLLERHMETERED)( 120V) or c~1..1\\l PPB POST -(B) //I,// //I/ I/ 1/ 2 •12 (I ISNSl(l 20Vl IP-15A (I ISNSHMETEREDJ(l20Vl -=- 6 f----+-P_P..::B--'--PO'---'S'-T_-.,_ ao:,_____,..:;V~j.<1_/::__.,j.,V<:._-,IL/_j.</::__.,1-,c:__./...JLl/:..._,i..1/:::....-JLI/_.J IP-I 5A (SI GNl(METEREDl( 120V) ~ f-+---------/"----l<C.../--f</"---l<C.../---1</~-+"'-/..J.L/-----+"'-./--1<"/'---I Lf'1 -2/i • c. < CONDUCTORS BY OTHERS> [I] -~ • 5 pb. POLE - A C 1----1---1 TOTAL CABLES-3 CONDUCTOR/ 12 CONDUCTOR V2 1/'4 4.,.....-;\ 1/2 2/3 3,..,..-,f 8/4 8A, 8/4 I NS TALL •6 PB. a> @J -INSTALL PPB POST 2' BEHIND NOSE OF RAISED MEDIAN. >-(D 0 w VI > w (l'. w f--<t 0 '>- 0 w VI > w (l'. Lu f--<t 0 0 (D >-w (D >--0 <tW 0 ..JZ W :::J('.) ,,: u-u __JVI w <tW I uo u Cl'. w w x-z 0 z w f--u w -, 0 Cl'. 0. :z C) I-;': = C) o_ V) :z 4 e: 1-:z Lu 2 I-= 4 o_ Lu = :z = 2 ~ 4 I f--<t > er: 0 :r: ...; a: z CJ u, w Q 0 1-z w :!: er: a: 0 er: u, •8 SIGN ( 120V> 2 2 •10 LIGHTING CI 20V> 2 2 2 2 2 CONTROLLER (120V) I ISNS CI 20Vl 2 2 2 2 • 10 TEST SWITCHCl20V> 2 2 TYPE A DLC 01 ~3 04 l)5 06 4 4 4 IH 08 2 12•19 CABLE SIC TOTAL CONDUCTORS/ CABLES 11 17 20 11 15 R/W --l---·r1ft 6' SW ,T1 2 2 2 2 2 2 4 7 4 4 4 2 2 2 2 15 30 33 37 > s:: ~ -LEADING LOOP FOR THIS LANE SHALL BE 4'X6'. s:: : I '. <I: ~ [1j -CON DU I T TO ENTER VAULT PER SCE REOU I REMENTS. ~ I I ! ~ ------------.. ---- - - -' I I SYSTEM No 12-55-00I-0-019. 520 fsPI '. 1 , l/l I ,-J SCE VAULT •5275, C 120/240Vl ""---i , 5 I 1 LOAD• AFTER MODIFICATION I-SIGNAL CONTROLLER-3500W -~ ! 1 > 1 : 4-200W HPS LUMINAIRES ---N i 'a: : ~TYPE Ill-BF ,, I 2-1 oow I I SNS ' I => ' ---~~---~ :---' 2-195W FLUORESCENT LTG FIXTURES ·~ ! ! ! ~: V PEC(TYPE VJ '' : --f _ _J ~7 ~ ,1~,i:~ -:j i =:-_:J-1' ------. --- • ---·-·· . 'Rel D:!,f\_____i:c I ~-r-1 ~---------------------{ i I ,T_J ! ; ___ -~--. _sTA,MB ~~~~1?J--fl;._~ff~)h~~-~~&;0-+-'·---~R/W l~~--~~:=- 1 ------------ - --· ~ ---- - - ---,,; -1 LY-~ ~tJ0'8P--1--, ; 04~ ~ 1,-----1 ___ . _= _ _ _ --6-~= .,,;,, IJ' SW __ _ r _ ) __ EX l½"C, ~ CONDUCTORS/ I@' /2 1 ' ;/02/ 3 5 04 01 ~4/ LJ.~:LJ1_21 :.~ _ ____ ~~t_:,_. ___ IO' 111/z"C, 3 DLG ~· 1• ,, 1 INSTALL: 2•8 (Sll(l20Vl -&Q i ~ □ 1 I SIC tJ ________ __ ________ 2•10 (TEST SWITCHlCl20Vl , ,-02 02P: 1 L 213L II' 213U "'{ _ 4 ROUTE 1 _--(PART ciF SIGNAL_• c;GHT'"G ,om,~N " :;: 0~ :4~ :~~~ -_ ~~ ~ =::<-=-~=~c.-,_oLC-=• g~;;~ _ i 20' 11' 11' 115~00 ____ A Cg:) 6 1 -----__ T· --··---------~ -· ,_ --w ::;:~I-~·· • '--= =~;.-;:-~:i· CABLE' ' 'u [] :E '~~-~~5 08 : :: ~t (~I l-l-l~~U~t'----2:0~:------_:~~"~ ~-~-~~~ ~ ----_j -------· -----::;_-____ --.lJ 0·---"""", l ~ :; ' ,,,:4l1 '5(.-< 2 I f ~ 10' 11' 14' 12'SW ---------~ ~~2::'-:'c--t-\:1:::z:'.'7-xi __ ~~--+-_-:._-:._-_-_~:.:-==="::,-"<::-·~141· -+-_::-_©_c _________ -___ -__ ----6-+, s_w ___ -__ -_ -__ -__ -__ -----___ -_-_-__ -___ -___ -_-_-_ -_-__ -_-__ --J __ EQUIPMENT AND POLE SCHEDULE CTSOl STANDARD :i~~~~~~:~ CALL SIGNAL HEADS SHALL BE 12' l LOCt------.--,---t=--,--C:~.:.=~-----------~-----__j SMA LMA FAT B VEHICLE PEDESTRIAN TYPE FT POLE 0 EX IA PPB POST EX EX Ir\ PER \:J 26-4-80 40' 12' DLAN 4½ PER ® 17-2-80 20' 12' PLAN 4½ PPB POST 0 PER F 29-5-80 50' 12' DLAN 4½ TV-2-T 01 02 SV-2-TC 06 08 05 SV-3-TA 08 02 SV-1-T 02 MASTARM SIGNAL PPB MAT MAS MAS MAT 2-MAS 01 06 SP-1-T SP-2-T SP-2-T 05 02 SP-I -T EX -04P 04P 04P 06P -08P -06P --08P -08P R/W REMARKS 200W HPS 200W HPS 200W HPS 02P <>----<> 02~06 <>----<> 06P 01 __Jr 05 04~ 08PI l l l 04P 08 NEW TRAFFIC PHASE DIAGRAM ------l ·------,i ' ' ' I R/W ,--' ' f-- u 0 ' r-- 0 w f- f--0 --' a. w :ii f-- STEADY DEMAND SEQUENCE -~ IJC) EX EX TV-1-T 08 SP-1-T 02P SIGNAL AND LIGHTING (LOCATION I l - ~ 0 +--- o0 , '--'.'..J 19-2-80 25' 12' -2 6 SV-1-T 4 MAS 04 SP-1-T 02P 200W HPS ROUTE I AT RIVERSIDE Ave i;;tJ 'JI INSTALL STATE-FURNISHED MODEL 170 CONTROLLER ASSEMBLY WITH TYPE 332 CABINET. E-3 g _ ~ _l=v:::::=:=::::::S:::E::::E=:=E::::S::-4:::::B==::F:::::O::::R:=:F::::O=:U::::N:::D::::A:::::T:::::I O:::N:::::::::D::::E:::T::::A::::::l::::L:::S:::::. ====r================::::1__:_:N::::O_:_T::_E~: _T.:_:H_:_1:_:S::.._:_P_::L:.:::A::_:N~A.::_C.::_CU::R~A::._T:_:E~F_::0:R:._..::E_:::L::_E::CT.:_:R~I C:_:A::L~W'..:O:'.:R~K~O'.:NL'.=_Y~-:__-,-----,~--=---------------.-----_:S:::C:A:L:E.:_: _:_I,• _=:__:2~0:._' ___ __::__:~~g~' I FOR REDUCED PLANS o 1 2 3 I USERNAME = > tomd I I ---~ --··-___________________ __:O:__R__:'.::.G__:IN__:A:::L__::_SC:::A:::L:::.E_:_IS:.__:1__:N___:_:'N.:.::C:__H:::.E.::.S~l'=='==''=='===''=='==------L--DGN FILE =) /usr/tomd/PO/c00008u03. d()'1 ---·· cu 12208 EA 000~ __________ _, X x- -----·---------------------------------------------------------------~--------------------------------------------------------------------------------------- 1 I l AWG SIZE OR p H A CABLE TYPE ~ No 14 CABLES C 0 N CONDUIT AND CONDUCTOR SCHEDULE (TSO> POLE OR CIRCUIT POLE -A) Cl CONDUIT SIZE AND RUN No 3" 3" 3• 3" 3• 3" 3• 3" 2-3" &&&&&&&&& >---+--<ID 3 ~ 1----1-'P--'-P-"B-'P'---'0'--=S:__:_T_-_(,,_B"--)~i""/'--J."'-_/..J<:C/_1£/::___J."'-/--,1.c:__ /-JLl/::___J.le::cl /--.11/zcl :_____J u 1-----1--'.-P-'---P"'-B-'-P-"O-=-ST'-----___,, UD~))---1-<::___/,1.</"'-..JL/___,IL__ /-'""1/:__,j-<! V::.._,i..V,::__-,1-lc. v, ___,ILII/ :_____J CT f--t-'-P-'-P..::;B_;P_:O:..::S-'-T_-_(.,_Gl"----11""/'-::;,!-<"-: /¥/---,,r"'l/'-----:;,!-<"-:/¥/---,,r"'/'-----:;,f<"-:/¥1/-,.! u C T 0 R s ///////// 12 0 1-+--------+',,,,,-~,!<"'-/,lL/=---,.1-<=_,.,.,,~,1<~ _,,,.,,1.c:__ _,.,.,,?!-",,,,,-~,!<! _,.,.,,~,,1.::::_ /?! R l-----l---------1..c._-+,:::__-IL::___-JL'.:-l..c._-+,:::__-IL::___¥-IIL---l s r--+--,ITOTAL CABLES-3 CONDUCTOR/12 CONDUCTOR L.----'z ~ ~ 3__.,,...., 1/i~ 3/2i½ ¼ 0 w >-V1 m - > 0 w w (l'. V1 -w > f--w <>: (l'. 0 w f--<>: 0 '->-0 m >-w m f--0 <>:W 0 _J z w ::J (.'.) ,c_ u-u _J V1 w <>:W I uo u 0: w w I z t--<t Q > z 0:: w 0 I f-u -; w -, 0 a: 0: IL :z: 0 z -,_ <CC CJ ,_ = -0 "' CL u, w :z: <CC Q i='= Le. 0 C> ,_ I-:z: wJ z ::a, ,_ w = <CC ::iE CL wJ <C = a: 0 <CC <C -:z: "' = 0 Le. -_J <CC J c.J Le. C> wJ ,_ <CC ,_ u, i • I 2 I I SNS C I 20V l 2 2 2 2 2 2 •IO LIGHT I NG < 120V l 2 2 2 2 2 2 •6 CONTROLLER CI 20Vl 2 2 2 TYPE A DLC l!)I I I 7 LDC 0 ® © ® ® 0 (0 - 11'12 103 104 ll5 06 07 l!)8 -· "" I w -----t-w w I-------VJ w 9 w ~- VJ w ---z --' TYPE SMA 24-4-80 35' PPB POST IA PPB POST 26-4-80 40' EX IA PPB POST 2 7 7 7 3 4 4 ~ + \ -7 l½'C, I SIC , + 20' ROUTE I 11' CALL SIGNAL HEADS SHALL BE 12'> A B LMA FT FT VEHICLE PEDESTRIAN POLE MASTARM SIGNAL PPB PER 12' PLM 4½ 02 MAS 02 -SV-1-T MAS 02 SP-2-T 08P BCR 4 ----08P ----EX EX TV-2-T SP-2-T 02P -04P -04P PER 4½ SV-2-TC 06 MAT 12' PLAN MAS 01 SP-1-T ----06 04P EX EX TV-2-T 08 06 EX EX SP-I -T -08P -08P CONDUIT NOTES CTSOl A -1·c. 1-3•14 CABLE LLh -2·c. 2•6 <CONTROLLER><12ov> 2•12 (I ISNSl(120Vl i1 2• IO <LTG> TYPE I I I -BF PEC<TYPE Vl REMARKS 200W HPS 200W HPS 0 3:: ' 0:: l4ISDl \ Q) > < z -' I- l/l '::::l I- ,, I i PROJECT NOTES CTSOl [!] -INSTALL I isns FROM SHEET E-2. SEE ES-33 FOR MOUNTING DETAILS. [I) -INSTALL PPB POST 2' BEHIND NOSE OF RAISED MED I AN. -CONDUIT TO ENTER VAULT PER SCE REQUIREMENTS. - REGIST! RED CIVIL ENGINEER ~1<Qf[III0114t ff '% I 0-I I -93 I !i K. D. BANDOW 1)) ~'---'-'--='-----------II= No. 12708 "" c_P_L_A_N_S _A.:.._P __ PR.:..:O:...cV.:...A=.L -=D.:..:A.:..:T E:__ ____ .\i\{< E,p. 3 _ 3 I _ 97 " ,__ -SEE ES-2C AND ES-2E FOR FOUNDATION DETAILS 3:: ' 0:: STA 121•66 02P <J----<> AND TYPICAL SERVICE WIRING DIAGRAM. PROVIDE FOLLOWING CKT BREAKERS: 4P-IOOA <MAIN> IP-30A (LTG><UNMETERED>(l20Vl IP-50A (SIGNAL CONTROLLER><METEREDHl20Vl IP-15A <PEU> <METERED>< 120Vl IP-15A (II SNS> <METERED> ( 120Vl [[] -INSTALL TYPE IA Std ON EX FOUNDATION. --6'SW -r ;.. -_ .... ------------ ~ i ~ 01 02--==.06 08PI I 04P _} : Q Q ·------<0----<> 06P 08 NEW TRAFFIC PHASE DIAGRAM STEADY DEMAND SEQUENCE - ¾,, C1v11.-ti~-!,,,,_ OF c~1.\I ~ R/W SIGNAL AND LIGHTING <LOCATION 2l ROUTE I AT TUSTIN Ave @ 0 INSTALL STATE-FURNISHED MODEL 170 CONTROLLER ASSEMBLY WITH TYPE 332 CABINET. SEE ES-4B FOR FOUNDATION DETAILS. NOTE• THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: I' , 20' E-4 I - 0 ,n 0 N ' e-u 9 ,__ 0 w C-e-0 __J (L w "' e- FORM DC-OE-92-PF REV. 3 88) I FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I I 2 I 3 I I USERNAME • > tome' I I EA 00008 I OGN F I LE • > , us,-, tomd_l_P_O_/ c __ 0_0_0_0 __ 8u_0_4_._d~gn ___ _,__C_U_l _22 __ 0_8 _____ _,_ _______ ~-----~ ') ~ 0 w >-<fl (0 > 0 w w a: <J) w > I-w <! a: 0 w ,- <! 0 u _J -, '>-0 (0 r w I-0 <!W _J z :J CJ u- _J <fl <! w uO Cl'. w w /(-~ <.J z w 1-u w -, 0 Cl'. ll. :z C) >-« >-= C) CL V) :z « = >- LL C) >-z '--'--' ,?"': = « 0... '--'--' = « :z = C) LL -' « '----' LL C) '--'--' >-« >-V) (0 0 w "' u w I u I I-<( > a:: 0 I ....; a: z CJ CJ) w C 0 t-z w :l: < a: 0 ~ CJ) J I @ CONDUIT NOTES <TSO> & -EX 2I/z'C, 17u14 CSIGNALSlCl20Vl 2u12 CSllC120V) 2u12 Ciisns) (120V) 1u10 <SIGNAL COMMON) 2u8 (CONTROLLER) CI 20Vl 2u8 CL TG) CI 20Vl 6 die & -EX 2/z'C, 23u14 CSIGNALS)Cl20Vl 2u12 CSll(l20Vl 2u12 (i isnsl (120V) 1u10 <SIGNAL COMMON> 2u8 CCONTROLLERl(l20Vl 2u8 CL TG> C 120V) 8 die PLAN NOTES <TSO> [I] -~ EX LOOPS. CNOT SHOWN FOR CLAR I TYl INSTALL NEW LOOPS AS SHOWN. [f] -FOR INFORMATION ONLY. peuCTYPE ll ,---_/ / -- ~.. ,:~ t_.<;-,: ·,,,,~:/~~-~~-~F~-----~~~~~--=::..---------==--,·-::-: .. -. .... -/·· -------1----, CBSC ___ f .-· ROUiE_ 170•00 ---- ---·· ---1-------J ITJ 2 I ' , ----------~ ------------::~-- l'/2' C, 3 d I e I ' I :{ ! I ' r-7 l >-,nM' I : ' J: l --! ! I L C) u.J a= 0 :z: V) >-"" CI) L C) a= ~ 0 C) NOTE I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Rl8.4/ 19.8 31 35 REGISTERED CIVIL ENG I NEER 10-11-93 PLANS APPROVAL DATE TO NAY I GAHON -~JGHfS ~~----:_~~-••• OUT 40' TO SIGNAL CONTROLLER -~---- ----• •• TO SPR I NKHFl CONTROLLER -------_./--__ .,.------------ . ~~ :,' • --~-:--------------_ [soj SYSTEM No 12-55-00I-0-018. 430 TYPE I I I S SCE VAULT Cl20/240Vl R/W SIGNAL AND LIGHTING <LOCATION 3) ROUTE AT DOVER Dr-BAYSHORE Dr SCALE: I' 20' E-5 0 U7 0 N ,.-, (j) (j) ' 1-u 0 ' r--- 0 w I-l-o _J ll. w ::, I- 0 0 ' 0 0 ' 0 0 FOR REDUCED PLANS o USERNAME = > tomd ___________________ :_::O_:_R_:_l_::G_:_l_:_NA_:_L::__:S:.:C_:_A:_::L_::E__:__1-=.s__:__:,N__:__l_:_N:_:C_:_H:_E_::S_':=::::':::==:==:==::::==::::=:'._----...l..eD'.'cG~Nc_1:_F__1l-"LC.SE'----"=..!.>'__!__lll_U~Sr_,.-1____/:i:_to<21mC!_ldll_/1____Pt_:_OlJ_/c_:C<:c:Oll_OlJ_OlJ_Oll_81:)'Ull_OlJ_5:,_.,_:d~n.!..._ ______ L.:C:.::U~l_:2:..:2:__:0:__:8'.'..._ _____ ___l_:E:__:A::__:0:__:0:..:0~0_'.'.8_'_1 ________ __J T-------- CHANNELIZING LINE DETAIL 38 c= 8" White Line t [I [I 2"J-[I t ~ 24' --~t--------24' --~ Through Traffic --C- DETIL 38A t c= 8" White Line DETAIL 38B t [l[I oC 8" Wh;t, Un: • ~ 2 .. [I 2"__r [I ~24'----~ 24'----< DETAIL 38C fl88888fl88888fl ,·£24,_J._24, .. j BIKE LANE LINE DETAIL 39 ~ 6" White Line f BIKE LANE Intersection Line DETAIL 39A ~ 200' I c:::::J ~ CJD --0-l--8' -1 4' 1-- 6" White Line LANE LINE EXTENSIONS THROUGH INTERSECTIONS DETAIL LIO 12"---J j--6'--j D D DETAIL LIOA --I 4 ' 1-- 00~0000 Type A Non-Reflective t Intersection LEGEND MARKERS 0 TYPE A White Non-reflective [a TYPE G One-way Clear Reflective -a:J-Direction of Travel 4.00" + 0.125" MARKER DETAILS 0.63"-0~ ~..i. 0.12"+ 0.05":.IT 1~~·1__J_ I \ 0.40"-0. 75;-;-:J • Reflective Face NOTES TYPE A I. 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 marker& Detail 14 requires a Type 2 recess. To A:compon; Plans Dated _I_O_-1_1_-9_3 __ RECESS DETAIL FOR REFLECTIVE PAVEMENT MARKER -----, DIST COUNTY ROUTE 12 Ora _L2["~~ REGIS TEREDCI\IILENGIER November 5, I 992 PLANS APPROVAL DATE REFLECTIVE PAVEMENT ~ MARKER AT DOWNSTREAM END OF RECESS cl-------l B -t>-~2'_.ll,_.j-L_53/i6" ~ 1/a" Min Min PLAN ONE-WAY TRAFFIC (TYPE I l -7'16"-%" REFLECTIVE PAVEMENT MARKER AT ONE END OF RECESS l-----------------~ _j_ l-2' -l-\' -1--2' --1 L53/i6,, ± 1/a" --c>-Min Min Min PLAN TWO-WAY TRAFFIC <TYPE 2l REFLECTIVE PAVEMENT MARKER FOR RECESSED INSTALLATION 4 7"+0 125" 1_1·· -• ·1 L 0.40" Min 0.44" Max j_c L2.0" Min 2.5" Max 1'22221 Reflective Face 4 7"+0 125" 1_1·· -• ·1 L 0.40" Min 0.44" Max j_~ L2.0" Min 2.5'' Max TYPE C & TYPE D TYPE G & TYPE H See Note 3 ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION POST MILES TOTAL PROJECT R\8.4/ 35 PAVEMENT MARKERS TYPICAL AND TRAFFIC DETAILS LINES NO SCALE RSP A20D DATED NOVEMBER 5,1992 SUPERSEDES STANDARD PLAN A20D DATED JULY I, 1992, PAGE 6 OF THE STANDARD PLANS BOOK DATED JULY 1992. REVISED STANDARD PLAN RSP A20D cu 12208 EA 000081 (/) -f C "'CJ r- l> z :JJ (/) .,, )> I\) 0 C " Planting area O'or greater 12.5% Max at curb See Note 8.33% Max Crosswalk 12.5% Max at curb Crosswalk CASE A ~j 8.33% ~I Max C ;-.:1~ ~ N::::;, ;:,. CASE B Use grooves on sloping portion of ramp when located in center of curb return / Retaining curb if / necessary at edge i of sidewalk See Note 9 Front edge of sidewalk See Note 10 if located in center of curb return 4' Min Depress entire sidewalk as required Retaining curb ,-~ _____________________________ -6; nec:;:ory ~ 21/.MoxT J SECTION C-C I[') C 0 £ +- U) U) Q) __J See Note 9 C ~ ;:,. L L Q) Planting o+-0 -Q) area OL Q\ !j 8.33% Mox CASE C Retaining curb if necessary at edge of sidewalk See Note 9 See Note 10 if located in center of curb return Planting area To occompartf plans dated _ __cl..:O_---'l_l_--'-9..::.3 ___ _ ~ C ~ \See Note 9 ;:,. \ 4' i:;lx ,,.., 0 co::;; Front edge of sidewalk Use when sidewalk is less than 5' wide ;-.:1~ N::;; ,,-, X ,,.., 0 ;-.:1 co:. --0 CASE D 12.5% Mox at curb Crosswalk CASE E 12.5% Mox at curb Front edge of sidewalk See Note 9 See Note 10 .:,,'. 0 ~ U) U) 0 L u CASE F See Note 5 C Front edge ~ sidewalk ~I ;:,. See Note 9"' o, 1 -) 0 Q) X ~ L 0 J Q\ E +-C 0 a:: See Note 4 1 Remov~ and re~ocement at contractor's option unless otherwise shown on project plans LIP DETAIL See Note 7 4' ;-.:l __J ,,-, X ,,.., 0 co:. CASE G See Note 5 4' Min : 1 . um;t of poy 1 DETAIL H Existing curb and sidewalk Approximately 3/4" except oppr.oximotely I½" on sloping portion of romp\ i-w· LI I> + I> I> p I> p I> I> p p p GROOVING DETAIL Ju I y I, I 992 PLANS APPROVAL DA TE NOTES 35 I. If distance from curb to bock of sidewalk is too short to accommodate romp and 4' platform as in Cose A, the sidewalk may be depressed longitudinally as in Cose B or C or may be widened as in Case D. 2. If sidewalk is less than 5' wide, the full width of the sidewalk shall be depressed as shown in Cose C. 3. When romp is located in center of curb return, crosswalk configuration must be similar to that shown on the pion to accommodate wheelchairs. 4. If planting area width is equal to or greater than romp length (Ll, romp side slope (Xl distance = 3' (see Cose Gl. 5. For Coses F and G, the longitudinal portion of the sidewalk may need to be depressed as shown in Cose B. 6. If located on a curve the sides of the romp need not be parallel, but the minimum width of the romp shall be 4'. 7. The bottom of the romp shall have a '/2" lip at 45°. 8. Sidewalk and ramp thickness, "T", shall be 3½". 9. The ramp shall have a 12" wide border with 1/4'' grooves approximately ¾" on center. See grooving detail. The surface of ramp shall have a transverse broomed surface texture rougher than the surrounding sidewalk except when located in center of curb return. 10. When ramp is located in center of curb return, it shall be grooved in a herringbone pattern with 1/4'' grooves approximately I½" on center. See grooving detail. Grooves shall be aligned parallel to crosswalk lines or parallel to the prolongation of curbs when there are no crosswalk lines. 11. Ramp side slope varies uniformly from a maximum of up to 12.5% at curb ta conform with longitudinal sidewalk slope adjacent to top of the romp, except in Cases C and G. 12. Utility pull boxes, manholes, vaults and oil other utility facilities within the boundaries of the curb ramp will be relocated by others prior to, or in conjunction with, curb ramp construction. ST A TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP DETAILS NO. NO SCALE 1 NEW STANDARD PLAN NSP A88 (/) -I C "'CJ r- )> z z (/) .,, )> 0) 0) PCC sidewalk PCC ramp AC ramp at 8.33% Max Crosswalk i See Note I CASE .. 3 Curb Crosswalk See Grooving Detail PCC sidewalk CASE I See Grooving Detail Curb See Note I 4" drain See Note 2 _e'k' See Note I Crosswalk l- AC ramp at 8.33% Max 8.33% Max PCC 31/z" Min thickness SECTION B-8 GROOVING DETAIL Crosswalk (f- ------:J>.---, -AC ramp Curb Detail PCC sidewalk CASE 2 at 8.33% Max 4" drain See Note 2 To accomparrt plans dafed __ l_O_-_l_l_-_9_3 __ _ ' ' NOTES Ju I y I, 1992 PLANS APPROVAL QA TE I. AC ramp side slopes shall be a maximum of 3:1. 2. 4" drain shall be 0.139" minimum thickness steel pipe. Pipe shall conform to radius of curb and be beveled to conform to side slope. 3. Concrete finish for Case 3 shall have a transverse broomed surface texture rougher than the surrounding sidewalk. 4. Utility pull boxes, manholes, vaults, and all other utility facilities within the boundaries of the curb romp will be relocated by others prior to, or in conjunction with, curb ramp construction. , __________ _ ---------------I SECTION A-A STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP DETAILS N0.2 NO SCALE 35 NEW STANDARD PLAN NSP A89 (I) -I C .,, r- l> 'Z z Cl) "'tJ l> 0) co 'l DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS NOTES: To occomporr plons doted I 0-I I -93 12 Ora Rl8.4/ 19.8 35 35 I. ROUTE SHIELD <ST A TE FURNISHED). 2. THE SIGN MESSAGES SHOWN FOR FUND TYPES ARE EXAMPLES ONLY. SEE THE SPECIAL PROVISIONS 4. THE BORDER OF THE SIGNS AND DETAILS 'A' AND 'C' SHALL BE BLUE <NON-REFLECTIVE). REGIS TEREDcmLENCIE FOR THE APPLICABLE FUND TYPE MESSAGES TO BE USED. 5. THE DIAMOND IN DETAILS 'B' AND 'D' SHALL BE ORANGE <NON-REFLECTIVE). Ju I y I, 1992 3. EXCEPT AS OTHERWISE SHOWN, THE LEGEND OF THE ~GN SHALL BE BLACK ON A W~TE BACKGROUND <NON-REFLECTIVE). 21'' T 31'' See ½" 7'4,, Detai I A r r 12'' aaam~mml!llmanma L ATWORK 26" See Detai I B See Note I PROJECT FUNDED BY YFEDERAL HIGHWAY TRUST FUND ~1~-----STATE HIGHWAY FUNDS CLARA COUNTY TRANSPORTATION FUNDS 6', I. 90" 8' ue <See No>e 4> • Detail A <See Note 4> TYPE I Detail B <See Note 5l 3''R 26" 3', 4" E 3', 2" E 2 ½'' 2' 'E 2 112· • 2" E 1 '12 • • 32'' See Detai I C rl 48" PLANS APPROVAL DA TE fl See Detal I D 34'' rt~ G"R r-~~~~~ =f 6" I @[J/]!J 'ii'&JIS @@llll@!J[f; I I 8'' L 84" See_/ Note I See Note 2 I. ~ 7r W (Q) lRi [}( P~OJlECT flUNiOEID FEDERAL HIGHWAY TRUST FUND STATE HIGHWAY FUNDS IBV SANTA CLARA COUNTY TRANSPORTATION FUNDS Blue <See Note 4) 132'' TYPE 2 t" ~a I I c> £BI ue 34" 6', 6" E 6', 3" E 4', 3' 'E 4', 3" E 9', .I l_ Yf@M[! utiJJJ l!JJ@ffllmlf!$ _r3• • 11/,, ♦ ,3', ,. r ~A~T C iiiOiiifi ~.,f-- (ltalicl I, 48,, .I Detail C <See Note 4) Detail D <See Note 5) ST A TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION PROJECT FUNDING IDENTIFICATION SIGNS NO SCALE NEW STANDARD PLAN NSP T7 cu 12208 EA 000081 "' -I C . .,, r- )> z z "' .,, -I ......