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Home My WebLink AboutR_5780_SX------- INDEX OF SHEETS Sheet No. 2-3 4-5 6-13 14-17 18-27 28-35 36 37-45 46-48 49-54 55-57 END STA Title and Location Map Typical Cross Sections Standard Plans List Layouts Construction Detai Is Drainage Plans, Profiles, Detai !sand Quantities Ut i Ii ti es Construction Area Signs Pavement Delineation Plans Summary of Quantities Inductive Loop Detector Revised Standard Plans CONSTRUCTION 46+85 KP PM R26 .1 R16 .2 To Hunt· ~9ton BB ear ~ h End Work Sta 43+63 and Quantities 40 w ~ 3R 0 a <,: u 0 > <,: The Contractor sho! ! possess the Class {or classes) of I icense as specified in the ''Notice to Contractors''. FORM DC-OE-93-Pf' (REV, 3/881 uJ 1-::i 0 er: STATE OF CALIFORNIA ACSTP-POO1(356 >E TRANSPORTATION DEPARTMENT OF PROJECT PLANS STATE FOR CONSTRUCTION HIGHWAY ON IN w le > <,: <,: w IN ORANGE COUNTY NEWPORT BEACH AND CORONA DEL FROM ROUTE 73/ 1 SEPARATION TO CAMEO SHORES ROAD To be supplemented by Standard Plans dated July, 1995 NEWPORT BEACH MAR N CONSTRUCTION w > w AVE <,: > <,: w w > a <,: "' 0 V) w ('J :::, V) u w > <,: > <,: <,: -,_ a w :c V) 2: "' 0 0 Q._ w > <,: >-Q._ 0 Q._ 6 9 I 8 5 ~ r--.u 71+20 J»--1=ft4-..8__ DIST COUNTY ROUTE KILOMETER POST TOTAL PROJECT SHEET TOTAL No SHEETS 1 2 Ora R23.8/26.1 fbHn:tng =o SAN ,a ~ >« LOCATION MAP ~--'\. '"" =r~l'-~l~~ :L:_ ~½------ ', ' ~ ' \----i """""'""'"" vemua•~°' >t<CELES The State of Col 1forn1a or its officers or agents shCII I not be responsible fo,.-the accuracy or completeness of elect,or,lc copies of this pion sheet. 57 <,: w 2: > UTE 7 :c w <,: le a <,: a 0 "' 2: w a _, 0 ('J _, w :c er: a _, w "' <,: :c CORONA DEL MAR NO SCALE FOR REDUCED PLANS ORIGINAL 0 SCALE rs IN MILLIMETERS AS BUILT PLANS CONTRACT NUMBER 12-030004 CORRECTIONS BY AU SOLEHJOU COMPLETION DATE 07-06-98 USERNAME = > tcop i rzo DGN FI LE = > c03000o01 . dgn P,o j ec+ Engineer Oate Registered Civi I Engineer August 4, 1997 PI ans Approvo I Oote Contract No. 12-030004 cu 12208 EA 030001 ~ 0 0 N ~ ITT ' ITT N ' 0 ,_ w V, CD 0 > w w V, a: w > c-w ., a: 0 ' w c-., 0 ',_ ,_ OCD w CD c-0 ., w 0 _, z w ::, " "' u-u _, V, w -,w I uo u a: w w QC ,_ -= <{ 0 I z N w <{ c-"' " w , "' 0 a: .. z z !=? C, .... < .... (/) "' 0 w Q. V> Q z ... "' .... u.. u.. 0 0 .... z w w ii! "' () ... Q. w u.. C u.. 0 ... z "' 0 u.. --' j NOTE: 1. di 'i_ RTE R/W 15.24 & VAR 11. 58 &VAR 50 mm RAC-G ETW I MED-IAN (VAR) 50 mm ACMG COLD PLANE AC VAR VAR 15.24 & VAR R/W 11. 58 & VAR ETW COLD PLANE AC DIST COUNTY ROUTE K[LOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 ---------~12/28 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE The Stote of Col ifornio o,. !ts off!ce,.s o,. ogents shol I not be responslble fo,. the occurocy o,. completeness of electronic copies of this pion sheet. 2 57 EXIST SW l PG [EXIST .[ .. PVMT ( 1 20 mm MAX·)· 2% ., ............................. ,. • 1 I [ PVMT ( 1 20 mm MAX I ~ 50 .. [ m·m···5·~.A.;;\cMs ·~t:. =::::~-:::::::::±:::::::2%=::====jrPG, I • t ••••••• •..... ; ► I t EXIST PCC SLAB ( 170 mm-230 mm) •• EXIST EXIST SW]. CURB NOT APPL! ED ~ R NORTHBOUND R/W 15.24 & VAR 11. S8 , -----'-"-'-'.,,_____,_r ~. ··• ~ 12.19 ~k STA 46+85 TO STA 49+50 50+48 55+88 'i. RTE I 48+14 49+87 50+76 56+49 COLD PLANE AC ET~ VAR , 11 VAR ETW 5l~G\tl Rt~AC=-G=··· =l+=·. ;=[_PV-MT_· (-12-0 _m;_/_Ax-J __ :4 ,V EXIST . SW1 [ 50 mm ACJG T 1 Z. 1 9 EXIST CURB SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS . NORTHBOUND DIMENSIONS OF THE STRUCTURAL SECTION ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. STA 48+30 TO STA 49+87 50+76 51+72 52+82 52+91 53+94 54+95 56+49 56+74 57+75 58+58 58+81 59+50 60+36 FOR REOUCEO PLANS ORIGINAL SCALE IS IN MILLIMETERS 49+36 50+32 51 +57 52+66 52+87 55+77 54+80 55+79 56+57 57+41 58+34 58+67 59+25 60+20 60+59 2C CURB REMAIN IN PLACE (FROM STA 46+85 TO STA 62+40) EXIST TYPE 83 CURB 2% SOUTHBOUND 15.24 & VAR 11 .58 RAC-G 50 mm ACMG t R/W EXIST SW] CURB (TYPE AZ-ZOO) COLD\+1-i'tl-fflfll--lMll<+/\_REMOVE CONG CURB NOT APPLIED ~ SL (170 mm-230 mm) CE 62+40 TO STA 69+36) SOUTHBOUND ABBREVIATION: RAC-G RUBBERIZED ASPHALT CONCRETE (TYPE G-ASPHALT RUBBER) ACMG ASPHALT CONCRETE (TYPE B,12.5 mm MAX GRADING) AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-030004 ALI SOLEHJOU 07-06-98 USERNAME = > tcap i r-zo DGN FI LE = > c03000b01 . dgn TYPICAL CROSS SECTIONS NO SCALE cu 12208 EA 030001 X-1 -,-----'.---------------------------,-----------------------,-----------------------~----------------------~-----------------------, R/W 0 ,_ w "' "' 0 > w EXIST swl PG w "" "' w > e-w -< "' 0 ' w e--< EXIST CURB] 0 ',_ >-O<D w "' e-0 -<W 0 ..,z w c,O ~ u-u --'"' w -<W I uo u R/W "' w w n: ,_ -z <r 0 I z N w <r '"" :,; '-' w , '<. 0 "' .. EXIST SW] lEXIST z 0 ;:: z -< >-CJ g; ' c.. "' V, z -< w a= R/W >-Q :es >-II. z 0 w i:! a= -< w c.. EXIST SW] w 0 C II. II. -< 0 z a= 0 ~ J --' --ii -< >-V, • it. RTE 1 15. 24 & VAR 11. 58 & VAR 50 mm RAC-G ETW I MEDIAN (VAR) ETW 50 mm ACMG COLD PLANE AC {120 mm MAX) 15.24 & VAR 11.58&VAR 50 mm RAC-G 50 mm ACMG R/W DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Na SHEETS 12 Ora R23.8/26.1 8-4-97 PLANS APPROVAL DATE The Stote of Col ifomio or its officers or agents sh<II I not be responsible for the accuracy or c°""leteness of electronic copies of thls pion sheet. 3 57 [PVMT 2% EXIST TYPE 8 3 CU RB --:-----..._ [ COLD PLANE AC -~-~~-~ i~ 20 mm►MAXJG OG] I I .. 1 , ____ 1~2~-1~9 _ _,_1_~~ STA 60+59 TO STA 62+00 NORTHBOUND 15.24&VAR 11. 58 50 mm ACMG CURB NORTHBOUND 15.24&YAR 11. 58 NORTHBOUND 't. RTE 1 ETW 12. 19 STA 62+70 TO STA 63+19 65+40 66+00 it. RTE 1 ETW STA 66+00 TO STA 68+00 68+90 69+36 FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 - EXIST PCC SLAB (170 mm-230 mm) REMAIN IN PLACE (FROM STA 46+85 TO STA 62+40) 2% SOUTHBOUND 15.24 & VAR 11. 58 l·····c···o···LD I PVMT PLANE AC (120mmMAX) PG lEXJST CURB R/W SOUTHBOUND (FROM STA 62+40 TO STA 69+36) 2% 15.24 & VAR 11. 58 l··c···o· LD LPVMT PLANE AC (120 mm MAX) PG [ 0.13 MIN AC DIKE (TYPE Bl OG] R/W OG (FROM STA 68+00 TO STA 68+90) N/8 STA 68+60 / 69+20 SIB STA 69+36 / 69+30 (170 mm-230 mm) AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-030004 ALI SOLEHJOU 07-06-98 TYPICAL CROSS SECTIONS SOUTHBOUND NO SCALE X-2 80 USERNAME = > tcap i rza 0GN F ! LE = > c03000b02 .dgn cu 12208 EA 030001 ~ 0 0 N ' rr ~ 00 ~o -~ I I GENERAL ROAD WORK MISCELLANEOUS AlOA Abbreviations A108 Symbols RSP /J2!JA Pavement Markers and Traffic Unes. Typical Detalls A208 Pavement Markers and Traffic Lines, Typical Detai Is RSP /J2fX Pavement Markers and Traffic Unes. Typlca/ Detal/s A20D Pavement Markers and Traffic Lines, Typical Detai Is A24A Pavement Markings-Arrows A248 Pavement Markings-Arrows A24C Pavement Markings-Symbols and Numerals A24D Pavement Markings-Words A24E Pavement Markings-Words and Crosswalks A35A Portland Cement Concrete Paving Detai Is A40 Rumble Strip Detai Is A62A Excavation and Backfi I I-Miscellaneous Oetai Is ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ □ □ □ □ A628 Limits of Payment for Excavation and Backfi I I Bridge- and Wal I Surcharge □ □ □ A62C A62D A62E Limits of Payment for Excavation and Backfi I I-Bridge Excavation and Bockfi I I-Concrete Pipe Culverts Excavation and Backfi I I-Cast-In-Place Reinforced Concrete and Arch Culverts □ A62F Excavation and Backfi I I-Metal and Plastic Culverts □ RSP li/JA Object Markers A73B Markers □ □ A73C Del ineators, Channelizers and Barricades □ A74 Survey Monuments □ A75A Concrete Barrier Type 50 □ RSP li/5B Concrete Barrier Type 50£ □ A75D Concrete Head I ight Glare Screen □ RSP AllA Metal Beam Guard Ra!llng □ A 778 Meta I Beam Guard Ra i I i ng-Standard Hardware □ A 77C Meta t Beam Guard Ra i I i ng-Posts and BI ocks □ RSP Al7D Guard Rall Flares □ RSP All£ Guard Rall Flares □ RSP A17F Metal Beam Guard Ra!Jlng-Mlscellaneous Detalls □ RSP AllG Guard Rall £nd Anchors (Breakaway) □ A77H Guard Roi I End Anchors (Breakaway Hardware) □ A77I Barrier and Guard Roi I End Anchors □ A77J Guard Roi I Connections to Bridge Roi Is, Retaining Wal Is and Abutments □ A77K Guard Roi I Connections to Bridge Sidewalks and Curbs □ A78A Thrie Beam Barrier Box □ A78B Thrie Beam Barrier-Standard Hardware and Miscellaneous Detai Is □ RSP Ii/BC Thrle Beam Barrier-£nd Anchors □ A780 Thrie Beam Barrier Connection to Concrete Barrier Type 50 □ A78E Thrie Beam Barrier Connections to Bridge Roi Is □ A78F Thrie Beam Barrier Connections to Bridge Curbs, Retaining Wal Is and Abutments □ ABO □ A81 □ A83 □ ABS □ A86 ■ A87 □ C7A □ C78 □ C7C □ C70 □ C7E □ C7F □ C7G □ CBA □ CBS □ CBC □ C9A □ C98 ■ 072 Thrie Beam Barrier Emergency Passageway Crash Cushion, Sand Fi I I ed Portable Scale Pad 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 I-Types A,B and C Reinforced Concrete Crib Wal I-Battered Wal I-Types D,E and F Reinforced Concrete Crib Wal I-Vertical Wal I-Types A,8 and C Reinforced Concrete Crib Wal I-Vertical Wal I-Types D,E and F Reinforced Concrete Crib Wal I-Types A,B,C,D,E and F-Header and Stretcher Detai Is Design Doto for Reinforced Concrete Crib Wal I Foundation Pressure-Battered Wal I Reinforced Concrete Crib Wal I Foundation Pressure- Vertical Wal I Steel Crib Wal/-Construction Detai Is Steel Crib Wal I-Design Dato 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 0-Design Doto DRAINAGE Drainage Inlets □ □ □ ■ □ □ □ □ ■ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ ■ □ □ 073 074A 0748 074C 075 077A 0778 077C 078 079 080 081 082 084 085 086A 0868 086C 087A 0878 087C 088 088A 089 090 093A 0938 093C 094A 0948 095 097A 0978 097C 0970 097E 097F 097G 097H 098A 0988 099A 0998 099C 0990 H1 H2 H3 H4 HS H6 H7 HB T1 T2 T3 T4 T7 T10 TlOA Drainage Inlets Drainage Inlets Drainage Inlets Drainage Inlets Detoi Is Pipe Inlet Grote Deto i Is Bicycle Proof Grote Detai Is Alternative Hinged Cover for Type OL and OS Inlets and Trash Rock for Type OCP Inlet Gutter Depressions Precast Reinforced Concrete Pipe- Cast-In-Ploce Reinforced Concrete Direct Single Double Design Method Box Culvert Cast-In-Place Cast-In-Place Detai Is Reinforced Concrete Box Culvert Reinforced Concrete Box Culvert Miscellaneous Box Culvert Wingwal Is-Types A,B and C Box Culvert Wingwal Is-Types D and E Box Culvert Warped Wingwal Is Pipe Culvert Headwol Is, Endwol Is and Warped Wingwal Is Arch Culvert Headwal Is, Endwal Is and Warped Wingwal Is Overside Drains Overside Drains Underdra ins Construction Loads on Culverts Strut Detoi Is for Structural Steel Plate Pipes, Arches, and Vehicular Undercrossings Pipe Headwal Is Pipe Culvert Headwal Is, Endwal Is and Wingwol ls-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 I Pipe Coup I i ng Deta i Is No. 1-Annu I or Coup I i ng Band Bar and Strap and Angle Connectors Corrugated Metal Pipe Coup I ing Oetai Is No. 2-Hat Bond Coupler and Flange Detai Is Corrugated Metal Pipe Coup I ing Detoi Is No. 3-Hel ica! and Universal Couplers Corrugated Metal Pipe Coup I ing Detai Is No. 4-Hugger Coup I ing Bonds Corrugated Metal Pipe Corrugated Metal Pipe Corrugated Metal Pipe and Downdrains Coup I ing Coup I ing Coup I ing Detai Is No. 5-Standard Joint Detai Is No. 6-Positive Joint Detoi Is No. 7-Positive Joints Reinforced Concrete Pipe or Non-Reinforced Standard and Positive Joints Slotted Corrugated Steel Pipe Drain Detoi Is Slotted Corrugated Steel Pipe Drain Detai Is Structural Section Drainage System Detai Is Edge Drain Outlet and Vent Detai Is Edge Drain Cleanout and Vent Detai Is Cross Drain Interceptor Oetai fs HIGHWAY PLANTING Planting and Irrigation-Abbreviations Planting and Irrigation-Symbols Planting and Irrigation-Detai Is Planting and Irrigation-Detai Is Planting and Irrigation-Detai Is Planting and Irrigation-Detai Is Planting and Irrigation-Detai Is Planting and Irrigation-Detoi Is TEMPORARY FACILITIES Temporary Crash Cushion, Sand Fi I led Temporary Crash Cushion, Sand Fi I led Temporary Roi I ing {Type K) Temporary Traffic Screen Concrete Pipe Construction Project Funding Identification Signs Traffic Control System for Lane Closure on Freeways and Expressways Traffic Control System for Lane and Complete Closures on Freeways and Expressways ■ □ □ ■ ■ ■ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ 0 I ST, COUNTY ROUTE 12 Oro KILOMETER POST TOTAL PROJECT R23.8/26.1 4 TOTAL SHEETS 57 TOO Stute of Co/lforn/o or Ifs off/C61's or ogrmts slv/1 not Ix! f/JSpor,8/bla for too occurocy or comp/efelllJSs of electrOlllc ccples of /tis pion sf1xlt. To accompany plans dated -~B~-~4~-~9~7 ____ _ T11 Troff i c Contra I System for Lane CI osure on Mu It i I one Conventional Highways T1 2 Troff i c Contra I System for Lane CI osure on Mu It i I one Conventional Highways T13 Traffic Control System for Lone Closure on Two Lone Conventional Highways Tl 4 Traffic Contra I System for Romp CI osures T15 Traffic Control System for Moving Lone Closure on Multi lane Highways T16 Traffic Control System for Moving Lone Closure on Multi lane Highways T17 Traffic Control System for Moving Lane Closure on Two Lane Highways Bridge Oetai Is Bridge Detai Is Bridge Detai Is Bridge Oeta i Is BRIDGE 80-1 B0-3 80-5 80-13 B2-3 B2-5 B2-6 400 mm Cast-In-Ori I led-Hole Concrete Pi le Pi le Detoi Is-Closs 400 and Class 625 Pi le Detai Is-Class 400C and Class 625C 82-8 Pi le Oetai Is-Closs 900 and Class 900C B2-9 Load Test Pi I e Oeto i Is ( 1 ) B2-10 Load Test Pi le Oetai Is (2) RSP B2-1I Load Test Pile Details 13) B3-1 B3-2 B3-3 B3-4 B3-5 B3-6 RSP B3·7 83-8 B3-9 83-11 86-1 B6-10 86-21 87-1 87-5 87-6 87-10 87-11 Retaining Wa I I Type 1 -H=l 200 Through 91 00 mm Retaining Wo I I Type 1 -H=9700 Through 1 O 900 mm Retaining Wal I-Type 1A Retaining Wal I-Type 2 Counterfort Retaining Wo I I -Type 3 Counterfort Retaining Wal I-Type 4 Retaining Wall-Type 5 Retaining Wa I I Deta i I s No. 1 Retaining Wa I I Deta i I s No. 2 Retaining Wa I I Type 6-1 829 mm Maxi mum T-8eam Deta i Is Uti I ity Openings, T-Beam Joint Seals (Maximum Movement Rating= 50 mm) Box Girder Detai Is Deck Ora ins Deck Drains-Type 0-1 and D-2 Uti I ity Opening-Box Girder Ut i I i ty Oeta i Is 88-5 Cast-In-Place Prestressed Girder Detai Is 811-7 Chain Link Roi I ing 811-47 Cable Roi I ing 811-51 Tubular Hand Roi I ing 811 -52 Choi n Link Ra i I i ng Type 7 811-53 Concrete Barrier Type 25 811-54 Concrete Barrier Type 26 813-1 Slope Protection Detoi I No. 1 B1 3-2 SI ope Protection Deto i I No. 2 814-1 Structural Steel Plate Vehicular Undercrossing 814-3 Communication and Sprinkler Control Conduit (Conduit less than 103 mm Diameter) B14-4 Water Supply Line (Bridge) (Pipe less than NPS 4) B14-5 Water Supply Line (Details) (Pipe less than NPS 4) AS BU1L T PLANS CONTRACT NUMBER CORRECT IONS BY COMPLETION DATE 12-030004 AL I SOLEHJOU 07-06-98 SHEET 1 OF 2 STANDARD PLANS LIST (July,1995 Edition) Revised August 28,1996 The Revised Standard Plans (RSP) and New Standard Plans (NSP) which apply ta this contract are included as individual sheets of the project plans. The Standard Plan sheets applicable to this contract include, but are not I imited to those indicated by a marked box. USERNAME => -tcopi1zo DGN FILE > c03000c01 .don CONTRACT NO. 12-030004 ',---'----------------------------------------------------------------------------------------------------------------~ ■ ■ 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 ROADSIDE SIGNS RSP RSI Roadside Signs. Typical lnstallatlon Detol/s No. I RS2 Roadside Signs, Wood Post, Typical Instol lotion Oetai Is No. 2 RS3 Roadside Signs, Laminated Wood Box Post, Typical Instal lotion Oeta i Is No. 3 RS4 Roadside Signs, Typical !nstal lotion Details No. 4 S1 Overhead RSP S2 Overhead RSP 53 overhead 54 Overhead Members OVERHEAD SIGNS OVERHEAD SIGNS-TRUSS Signs-Truss, Instructions and Examples Signs-Truss, Sing/a Post Type, Post Types If thru VII Signs-Truss, Two Po.st Type, Post Types 1-S thru V/1-S Signs-Truss, Single Post Type, Structural Frame S5 Overhead Signs-Truss, Two Post Type, Structural Frame Members S6 Overhead Signs-Truss, Structure I Frame Deta i Is S7 Overhead Signs-Truss, Frame Juncture Detai Is SSA Overhead Signs-Steel Frame Removable Sign Panel Frames S88 Overhead Signs-Removable Sign Panel Frames, Overhead Formed Panel Mounting Detai Is SBC Overhead Signs-Truss, Sign Panel Mounting Detai Is, Laminated Panel-Type A SBD Overhead Signs-Truss, Removable Sign Panel Frames 2.794 m and 3.048 m Sign Panels S9 Overhead Signs-Walkway Detoi Is No. 1 S10 Overhead Signs-Walkway Detai Is No. 2 S11 Overhead Signs-Walkway Safety Roi I ing Detai Is S13 Overhead Signs-Truss Pi le Foundation OVERHEAD SIGNS-LIGHTWEIGHT S14A Overhead Signs-Lightweight Balanced-Single Steel Post Connection and Mounting Detoi Is S148 Overhead Signs-Lightweight Balanced-Single Steel Post Detoi Is S15 Overhead Signs-Lightweight, Type A, Connection Detai Is S16 Overhead Signs-Lightweight, Type B, Connection Detai Is S17 Overhead Signs-Lightweight, Type C, Connection Detai Is S18A Overhead Signs-Lightweight, Sign Panel Mounting Detai Is, Laminated Panel-Type A S188 Overhead Signs-Lightweight, Light Fixture Mounting Detai Is S20A Overhead Signs-Lightweight Post Detoi Is SZOB 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 S408 Overhead Signs-Box Beam, Closed Truss, Single and Two Post Type Genera I Frame Deta i Is S40C Overhead Signs-Box Beam, Closed Truss, Ribbed Sheet Metal Detai Is S40D Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Detai Is S40E Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Juncture Deta i Is S40F Overhead Signs-Box Beam, Closed Truss, Two Post Type Post Detai Is S40G Overhead Signs-Box Beam, Closed Truss, Single Post Type Frame Members S40H Overhead Signs-Box Beam, Closed Truss, Single Post Conti lever Frame Deta i Is S40I Overhead Signs-Box Beam, Closed Truss, Single Post Conti lever Frame Juncture Detai Is S40J Overhead Signs-Box Beam, Closed Truss, Single Post Conti lever Post Deta i Is S40K Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Frame Deta i 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 Deta 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 Selection 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 S40R Overhead Signs-Tubular, Structural Frame Detoi Is No. 1 S40S Overhead Signs-Tubular, Structure! Frame Detai Is No. 2 S40T Overhead Signs-Tubular Foundation Detai Is SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS ES-1A ES-1B ES-2A ES-2B ES-2C ES-20 ES-2E ES-2F ES-3A ES-3B ES-3C ES-30 ES-3E ES-4A ES-4B ES-4C ES-4D ES-4E ES-4F ES-SA ES-SB ES-SC ES-5D ES-SE ES-SF ES-6A ES-6AA ES-6B ES-6C ES-60 ES-6DA ES-6E ES-6F ES-6H ES-6J ES-6K ES-6L ES-6M ES-6MA ES-6N ES-60 ES-6P ES-60 ES-6R ES-6RA Signal, Lighting and Electrical Systems-Symbols and Abbreviations Signal, Lighting and Electrical Systems-Symbols and Abbreviations Signal, Lighting and Electrical Systems-Service Equipment Signal, Lighting and Electrical Systems-Service Equipment Signal, Lighting and Electrical Systems-Service Equipment Notes Signal, Lighting and Electrical Systems-Service Equipment and Typical Wiring Diagram, Type A Signal, Lighting and Electrical Systems-Service Equipment and Typical Wiring Diagram, Type 8 Signal, Lighting and Electrical Systems-Service Equipment and Typical Wiring Diagram, Type C Signal, Lighting and Electrical Systems-Signal Heads and Mountings Signal, Lighting and Electrical Systems-Signal Heads and Mountings Signal, Lighting and Electrical Systems-Signal Heads and Mountings Signal, Lighting and Electrical Systems-Signal Heads and Mountings Signal, Lighting and Electrical Systems-Signal Heads and Mountings Signal, Lighting and Electrical Systems-Controller Cabinet Oetai Is Signal, Lighting and Electrical Systems-Controller Cabinet Detoi Is Signal, Lighting and Electrical Systems-Controller Cabinet Detoi Is Irrigation Controller Enclosure Cabinet Signal, Lighting and Electrical Systems-Telephone Demarcation Cabinet Detai Is Signal, Lighting and Electrical Systems-Telephone Demarcation Cabinet Detai Is Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Pedestrian Barricades Signal and Lighting Standards-Type 1 Standards and Equipment Numbering Signal Standards-Push Button Posts Lighting Standards-Types 15, 21 and 22 Lighting Standards-24.4 m to 48.8 m High Mast Light Pole, Foundation Detai Is Lighting Standards-Types 30 and 31 Lighting Standards-Type 32 Lighting Standards-Types 30 and 31, SI ip Base Detai Is Lighting Standards-10 Degree Type Lighting Standards-10 Degree Type, Detoi Is Signal and Lighting Standards-Case 1 Arm Loading, Wind Velocity= 113 km/h, Arm Lengths 4.5 m to 9.1 m Signal and Lighting Standards-Cose 2 Arm Loading, Wind Velocity= 113 km/h, Arm Lengths 6.1 m to 9.1 m Signal and Lighting Standards-Cose 3 Arm Loading, Wind Velocity= 113 km/h, Arm Lengths 4.5 m to 13.7 m Signal and Lighting Standards-Case 4 Arm Loading, Wind Velocity= 113 km/h, Arm Lengths 7.6 m to 13.7 m Signal and Lighting Standards-Cose 5 Arm Loading, Wind Velocity= 113 km/h, Arm Lengths 15.2 m to 16.8 m Signal and Lighting Standards-Type 40-0-129 Signal and Lighting Standards-Case 1 Arm Loading, Wind Velocity= 129 km/h, Arm Lengths 7.6 m to 9.1 m Signal and Lighting Standards-Case 2 Arm Loading, Wind Velocity= 129 km/h, Arm Lengths 6.1 m to 9.1 m Signal and Lighting Standards-Case 3 Arm Loading, Wind Velocity= 129 km/h, Arm Lengths 6.1 m to 13.7 m Signal and Lighting Standards-Case 4 Arm Loading, Wind Velocity= 129 km/h, Arm Lengths 7.6 m 13.7 m Signal and Lighting Standards-Cose 5 Arm Loading, Wind Velocity= 129 km/h, Arm Lengths 15.2 m to 16.8 m 01ST, COUNTY 12 Oca ROUTE KILOMETER POST TOTAL PROJECT R23.8/26.1 I s I s1 The StGle of Co//forn/o or Its officers or agcrls stcl! rot be ff!Sp(}(IS/b/e tor In/ accuracy or completeness or eloctron!c copies of tfis pion steel. To accompany plans dated -~B~--4~-~9~7c...._ ___ _ D ES-GS Si gno I and Lighting Standards-Deta i Is No. 1 D ES-GT Signal and Lighting Standards-Detai Is No. 2 D ES-6TA Signal and Lighting Standards-Pole and Most Arm Alternatives D ES-6U Lighting Standards-Types 10 and 15 SI ip Bose Insert D ES-6V Signal and Sign Standards-Type 33 Left Turn D ES-7A Signal, Lighting and Electrical Systems-Electrical Detoi Is, Structure Instal lotions □ ES-7B Signal, Lighting and Electrical Systems-Electrical Detai Is, Structure Instal lotions D ES-7C Signal, Lighting and Electrical Systems-Electrical Detai Is, Structure I nsta I I at ions □ ES-7D Signal, Lighting and Electrical Systems-Electrical Detai Is, Structure Instol lotions □ ES-7E Signal, Lighting and Electrical Systems-Electrical Oetai Is, Structure Instal lotions □ ES-7F Signal, Lighting and Electrical Systems-Flush Soffit Luminaire Modification Detoi Is, Structure Instal lotion □ ES-8 Signal, Lighting and Electrical Systems-Pul I Box Detai Is D ES-9A Signal, Lighting and Electrical Systems-Conti lever Flashing Beacon, Types 9, 9A and 98 □ ES-98 Signal, Lighting and Electrical Systems-Conti lever Flashing Beacon, Types 9, 9A and 98 □ ES-10 Signal, Lighting and Electrical Systems-Isolux Diagrams □ ES-11 Signal, Lighting and Electrical Systems-Foundation Instal lotions □ ES-12 Signal, Lighting and Electrical Systems-Pedestrian Undercrossing Fluorescent Lighting Fixture ■ ES-13 Signal, Lighting and Electrical Systems-Splicing Oetai Is D ES-14 Signal, Lighting and Electrical Systems-Wiring Detai Is 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, 250 mm Letters □ ES-27B Signal, Lighting and Electrical Systems-Extinguishable Message Sign, 250 mm Letters D ES-28 Signal, Lighting and Electrical Systems-Extinguishable Message Sign and Flashing Beacons D D D □ □ ES-29 ES-30 ES-32A ES-32B ES-33 D NSP A77GA □ NSP A88 □ NSP A90 D NSP TS SIGN ILLUMINATION Sign I! luminotion-Mercury Sign II lumination Equipment Sign II lumination-915 mm Fluorescent Sign JI luminotion Equipment Sign II lumination-Sign 11 fumination Equipment Sign II lumination-Sign II lumination Control Sign I I lumination-Internally I I luminated Street Name Sign NEW STANDARD PLANS Anchor Assembly (Breokawoy,Type Ml-Hardware end Post Detai Is Curb Ramp Detai Is Accessible Parking Temporary Terminal Section (Type K) AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-030004 All SOLEHJOU 07-06-98 SHEET 2 OF 2 STANDARD PLANS LIST (July,1995 Edition) Revised August 28,1996 The Revised Standard Plans (RSP) and New Standard Plans (NSP) which apply to this contract are included as individual sheets of the project plans. The Standard Pion sheets opp I icoble to this contract include, but are not I imited to those indicated by a marked box. USERNAME = > tcop i rzo DGN FI LE > c03000c02 .dnn CONTRACT NO. 12-030004 0 ,_ w ~ '" > 0 w w ~ "' w > >-w ., "' 0 ' w >-., 0 ',_ ,_ 0 CD w '" >-0 -,w 0 ~z w '"' ~ u-u ~~ w -<W I uo u "' w oc: w ,_ -z <,: I " N z w <,: ::, >-u w " ~ 0 "' a z 0 ;:: z .. .... 0: Cl 1c ' = II) z .. 0: w .... ~ C 0 .... II. z = 0 ,. .... 0: .. w "-= C () II. :: II. z 0 @i ~ -' j .. u ~ 0 = .... .. .... = • CURVE DATA Nol R I L I L I T <DI 487 .681 I 34°51' 45" I 297.589 I 153. 590 LEGEND 0 ADJUST FRAME AND COVER TO GRADE. ~ EXIST ITEMS TO REMA[N IN PLACE. <J} REMOVE CONC CURB & CURB I TYPE Az ,ee I TYPE ~ REMOVE CONC CURB & C T CURB ( TYPE 8-1 I @ COLD PLANE AC PVMT (0.12 m MAX) AND PLACE 0.05 m RAC-GOVER 0.05 m ACMG EXIST DRAINAGE INLET & GUTTER DEPRESSION EX[ST DRIVEWAY ABBREVIATIONS C & G CURB & GUTTER NOTES: 1-FOR COMPLETE RIGHT OF WAY ANO ACCURATE DATA, <.) "' SEE RIGHT OF WAY ACCESS MAPS AT DISTRICT OFFICE. 2-UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS . (j) 46+00 FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS CJJ [Tl C, 0 z J> J> < [Tl 0 ROUTE 1 20 47+oo_ ("") C & G :t> 2 :u z :t> --i 0 z :t> < [Tl AS BUil T PLANS CONTRACT NUMBER CORRECT IONS BY COMPLETION DATE USERNAME => tcopirzo OGN FILE => c03000e01.dgn 12-030004 Al I SOL EH JOU 07-06-98 0 I ST COUNTY 12 Oro ROUTE KILOMETER POST TOTAL PROJECT R23. 8/26. 1 12/2 ,=,=,=,=s=,=,=e=rn~c=,=,=,-,-,=,=c=,=,=,=,"R 8-4-97 PLANS APPROVAL DATE The Stote of Col ifornia or Its officers or agent,:; shol I not be responsible for the occuroc~ or completeness of electronlc copies of this pion sheet. LAYOUT SCALE 1 :500 L-1 cu 1 2208 EA 030001 0 w >-V, ro 0 > w w V, a: w > >-w -< a: 0 ' w >--< 0 '>->-Oro w ro >-0 -<W 0 -.,z w :, " "' u-u _, V, w -<W I uo u a: w w 0:: ,_ -z <( " I z N w <( >-::,; u w , " 0 a: a. z 0 ;:: z < .... C, "' 0 ' a.. U) = z w < "' .... Q is .... u.. z 0 ..... "' .... "' w < a.. (.) ..... C u.. u.. < z 0 @a !:':; j _J <( <( CROSS GUTTER 2 2 C & G R/W7 C & G 2 2 CROSS GUTTER FOR COMPLETE RIGHT OF WAY AND ACCURATE DATA, w > <( <( _J I <( 0 SEE RIGHT OF WAY ACCESS MAPS AT DISTRICT OFFICE. u w UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. 2 CROSS FROM 48+30 3 TO 49+36 GUTTER w > <( t,_ <( w _J z er w t,_ FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 2 CROSS GUTTER 0 20 60 w > <( t,_ <( w _J z er w t,_ RELOCATE UTILITY PULL BOXES CURB RAMP R/W C & G 2✓--" w > <( 0 0 0:: z w 0 _J 0 c::, C & G 2 CURB RAMP USE RN AME = > i"cap i rzo 3 FROM 49+87 TO 50+32 DGN F!LE => c03000e02.dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE The State of Col ifornlo or !ts officers or agents shol I not be responsjble for the occurocy or completeness of electronic copies of this pion sheet. CURB RAMP 2 w > <( 0 0 er z w 0 _J 0 c::, R/W__J C & G 2 0 00 + 0 V, -< >-v, w z I u >--< :as REMOVED CONCRETE C. G. AND PLACED AC TYPE (B) AS BUil T PLANS CONTRACT NUMBER CORRECT IONS BY COMPLETION DATE 12-030004 AL I SOLEHJOU 07-06-98 7 LAYOUT SCALE 1 :500 57 L-2 cu 12208 EA 030001 - V, '" ' "' 0 ' 0 w ,_ "' "" > 0 w w "' a: w > f-w "" a: 0 ' w f-"' 0 ',_ ow ,_ w "' f-0 <CW 0 _,2 w :,<:> "' u-u -'"' w <CW I uo u a: w w 0:: ,_ -z <( " :r: z N w <( f-"' u w , 0 " a: a. z z 0 ;:: C, ;:: ~ U) ' V, w z < C "' ,__ ~ u. 0 ,__ 0 z "-' "' w ,__ "' < 0 0.. "-' C u. u. < 0 z "' 0 ~ --' I <( w 0.. 0 0:: r- C & G 0 _J w :r: 0 00 + 0 ~ "" f-"' S 14°27' 26" E w z -' I u f-"" " R/W CROSS GUTTER FROM 50+76 TO 51+57 R/W 3 2 w 0.. 0 0:: r- 0 _J w :r: NOTES: 1-FOR COMPLETE RIGHT OF WAY AND ACCURATE DATA, SEE RIGHT OF WAY ACCESS MAPS AT DISTRICT OFFICE. C & G CROSS GUTTER 2-UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. 2 w > <( V1 0 0:: ROUTE 1 52+00 CURVE DATA No I R I L I L I @I 640.081 I 43°14•01" I 482.984 I CROSS GUTTER FROM 51+72 4 TO 52+66 68RB RAMP NOT APPL! ED R/W 2 V1 0:: C & G 53+00 T 253.643 w > <( CROSS GUTTER 2 w z "' (/) <( -, ~ ~ N 0 I ST COUNTY ROUTE KELOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE The State of Col ifornio or its officer-s or agents shcl I not be r-espons1ble for- the occurocy or completeness of elec:tronic cop;es of this pion sheet. w > <( w z C & G 8 57 A FROM 52+82 FROM 52+91 TO 53+ 77 ::s (/) <( -, REMOVED CONCRETE C. G. ANO PLACED AC TYPE (8) FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 so TO 52+87 SC USERNAME = > tcap i r-za 0GN FJLE => c03000e03.dgn AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-030004 Al I SOLEHJOU 07-06-98 cu 1 2208 LAYOUT SCALE 1 :500 L-3 EA 030001 A A II II OD WW ~~ ~~ 00 ~ -' ~~ 0 ► w V, <D > 0 w w " V, w > I-w <( " 0 ' w I-<( 0 '► ► 0 00 w 00 I-0 <( w 0 _, z w :J<, "' u-u _, V, w <( w I uo u " w w ,_ -z 0:: " <t z I w N <t I-"' u w ~ 0 "' " a. z :::: I--z < I--C, g; ' c.. II) "' z < w "' I--Q .... 0 I--IL z 0 '-" "" I--"' w < c.. '-" 0 0 IL IL < 0 z "' ~ ~ j <t 0:: :::, 0.. V> "' 0:: <t _J Nol R I ®I 640.081 I CURVE DATA 6. I L 43°14'01" I 482.984 I I T 253.643 6" fl C. STEEL PIPE REMOVED AND FIXED WITH CONCRETE ,__:C::_::&-___-G_/2 4 R/W R/W 4 FOR COMPLETE RIGHT OF WAY AND ACCURATE DATA, SEE RIGHT OF WAY ACCESS MAPS AT DISTRICT OFFICE. UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. ROUTE 0 R/W FROM 54+95 TO 55+79 3 FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 ao CROSS GUTTER 2"-_c,_C _<&"__'CG,_ R/W--~ ao FROM 56+49 TO 56+57 USE RN AME "'> tcop i rzo 0GN FILE ::c> c03000e04.dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Oco R23.8/26.1 9 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE Tha State of Col ifomio or its officer-,; or agents shol I not b,e responsible for the occuroc~ or campleteness of electron le copies of thls pion sheet. C & G FROM 56+74 3 TO 57+41 REMOVED CONCRETE C. G AND PLACED AC TYPE (B) AS BUil T PLANS CONTRACT NUMBER CORAECTJ ON$ BY COMPLETION DATE 12-030004 AL I SOLEHJOU 07-06-98 LAYOUT SCALE 1 : SOO L-4 cu 12208 EA 030001 57 ~ 0 0 N ~ '" ' cO 0 ' 0 > w ~ "' > 0 w w ~ ~ w > >-w « ~ 0 ' w >-« 0 '-> > 0"' w "' >-D «w 0 JZ w =>" ~ u-u J~ w «w I uo u ~ w w Q'. ,_ -z <t " :r: z N w <t >-" u w , "' 0 ~ ~ is z ;:: C, "" I-"" U) 0 a. w ~ z C "" "" I- ~ II.. 0 I-0 z = i:! w "" CJ "" a. = Q II.. II.. 0 "" z ~ ~ ..., j "" u ~ = NOTES: 1-I-;::: ~ 2- di Nol @I C & G 2 R/W R 640.081 !;: <r V) :::, V) V) -(.J Q; <r 2: CURVE DATA I 6 I L I I 43°14'01" I 482.984 I FROM 56+74 3 TO 57+41 R/W_J 2 CROSS GUTTER V) :::, V) V) -(.J Q; <r 2: FOR COMPLETE RIGHT OF WAY ANO ACCURATE DATA, SEE RIGHT OF WAY ACCESS MAPS AT DISTRICT OFFICE. T 253.643 0 FROM 57+75 TO 58+34 UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS, w > <t w > 0 :r: (.) Ct'. 0 ® m R/W 0 FROM 58+58 3 TO 58+67 :r: (.) CROSS GUTTER Q'. 0 ~OR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 2 C & G 2::,------, 2 CROSS FROM 58+81 3 TO 59+25 20 <t I- 1----w (/) z 0 Q_ w > <t <t @WITH 0.25 m AC TYPE B R/W FROM 59+50 3 TO 60+20 CROSS GUTTER 2 USER NAME = > tcop i rzo 0GN FI LE => c03000e05 ,dgn DIST COUNTY 12 Ora ROUTE KILOMETER POST TOTAL PROJECT R23.8/26.1 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE The Stott, of Col ifornio or its officers or agents shol I not be respons!ble for the occuroe~ or completeness of electr-ontc copies of this pion sheet. w > <t @ WITH 0. w > <t >-Q_ Q_ 0 Q_ AC TYPE R/W 3 FROM 60+36 TO 60+59 1 « r V, w z ..., I u e-« ,e AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE cu 12208 12-030004 AL I S0LEHJ0V 07-06-98 LAYOUT SCALE 1 : 500 EA 030001 57 L-5 --- ~ "' ' "' 0 ' CURVE DATA Nol R I 6 I L @I 1524 .003 I 1 °04' 13" I 28.464 0 w ► V, <D > 0 w w "' V, w > I-w ., "' 0 • w I-er ., a 0 C & G 2 '► 2 O<D ► w <D 1-0 0 «w 0 "' -'z w + :,o "' 0 u-u "' -' V, w ., w I « uo u I-V, s-A w "' 61+00 z N ~ -' "' v·- "' I ·+ "' '-' w I-"' w « R/W •--z er :, '-' <t er <D " I z :r: a w N CROSS GUTTER C & G <t _J 2 2 I-"' uJ u w N , <t 0 ,,,_ :r "' ~ z z 0 ;:: Cl < .... ~ U) • = w z < C "' .... ~ ll. .... z 0 = ::, w .... "' 0 < 0.. = C ll. ll. < 0 z ls "- --' J < '-' "-• 0 = NOTES, 1-FOR COMPLETE RIGHT OF WAY AND ACCURATE DATA, .... ii < SEE RIGHT OF WAY ACCESS MAPS AT DISTRICT OFFICE . .... = 2-UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT l!r OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. I I + w '-' w T 14.235 FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 ~ <[., ~"' ··<v'> 0 R/W CROSS GUTTER 2 ~ ~ ;;. ~£-~ 20 USE RN AME = > tcop i rzo DGN F [ LE = > c03000e06. dgn DI ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Oro R23.8/26.1 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE The State of Col ffornlo or lts officers or agents shol I not be responsible for the occurocy or completeness of electronlc copies of thie pion sheet. 64+00 NO CHANGE AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE cu 12208 12-030004 ALI SOLEHJOU 07-06-98 LAYOUT SCALE 1 ,soo EA 030001 11 57 0 N + s-"' « I- V, w z -' I '-' I-« " L-6 "' ITT ' "' 0 ' 0 ,_ w V, a, > 0 w w " V, w > ,_ w ., " 0 " w ,_ ., 0 ',_ ,_ om w a, ,-o 0 <(W -'z w ::, C> ~ u-u -' V, w <(W I uo u " w w Q'. •--z .,: C> :r z N w .,: ,_ 2 u w ~ "' 0 " ~ z z 0 C, ;::: ~ "' 0: 0 w c.. V, Q z < 0: ,__ ll. ~ 0 ,__ z w "" "' ,__ 0 0: < c.. ll. "' C ll. 0 < z 0: 0 ~ _, J < u ~ "' ,__ i§ < ,__ V, t 0 N + ~ "' <( ,_ V, w z -' I u ,_ ., ::, NOTES: 1- 2- CURVE DATA Nol R I L I L I ©I 1524.003 I 1 °03' 51" I 28.306 I ~ 0 0 a, "' ~ + a, C & G + "' 2 ~ "' "' 65+00 FOR COMPLETE RIGHT OF WAY AND ACCURATE DATA, SEE RIGHT OF WAY ACCESS MAPS AT OISTRICT OFFICE. UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. T 14 .153 0 Q'. z 0 >-z <{ u C, z z Q'. 0 :,; 2 ROUTE 1 S 57°41'05" E 66+00 FOR REDUCED PLANS ORIGINAL SCALE IS [N MILUMETERS 0 C & G R/W 67+00 R/W RECONTRUCT FROM 66+01 60 so USERNAME = > -tcap i ~za DGN FI LE = > c03000e07 _ dgn DI ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 8-4-97 PLANS APPROVAL DATE The State of Co/lfornio or its officer-s or-ogents shall not be responsible for the occu.--ocy or completeness of electronic copies of this pion sheet. AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE cu 12208 12-030004 ALI SOLEHJOU 07-06-98 LAYOUT SCALE 1 :SQQ EA 030001 0 a, + ~ "' ., ,_ V, w z -' I u ,_ ., ::, 12 57 L-7 "' '" ' "' 0 ' 0 ► w V, rn > 0 w w er V, w > >-w ., er 0 ' w >-., 0 0 "' + >-->-0 V, <>CW 0 JZ w w :, 0 ~ u-u JV> w <>CW r z J uo u I u >-« " er w w 0: ,_ -z <{ 0 I z N w <{ >-::e u w , 0 " "' <L z 8 z ,-C, ... ,- "' a': en = w z ... 0 "' ,- ~ IL 0 ,-0 z w "' ,-w "' ... CJ 0.. w 0 IL IL ... 0 z "' 0 ~ j ~ ... u ls NOTES: ' w ,-i§ ... ,-= l!r 1- 2- C & G 2 R/W ROUTE 1 s 57°41'05" E 68+00 A R/W X RECONSTRUCT AC DIKE TYPE 8 FROM 66+01TO 67+92 RECONSTRUCT AC DIKE TYPE 8 FROM 68+90 TO 69+36 w z FOR COMPLETE RIGHT OF WAY AND ACCURATE DATA, SEE RIGHT OF WAY ACCESS MAPS AT DISTRICT OFFICE. UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. « 0 >-, V, FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0: Cl V, Cl z <{ _J I (.!) I 0 uJ "' <{ u 0: Cl w 0: 0 I V, 0 uJ "' <{ u '° 0.05 M AC TYPE (Bl ao RECONSTRUCT AC DIKE TYPE (Bl STA 69+45/69+64 I < RECONSTRUCT AC DIKE TYPE (Bl USERNAME => tcapirza DGN Ff LE ,;,: > c03000e08. dgn DEST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOT AL PROJECT No SHEETS 0 z >-v, V, "'-+ x :2 w >-z 0 , 12 Ora R23. 8/26. 1 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE The S+ote of Col ifornlo or lts officers or-agents shol I not be r-esponslble for the occurocy or completeness of electronic copies of th!& pion sheet. AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-030004 All S0LEHJ0U 07-06-98 LAYOUT SCALE 1 : 500 cu 12208 EA 030001 13 0 z >-v, 0 NX + w >->-z 0 , 57 L-8 V, '" ' w w V, a: w > >-w -< a: 0 ' w >--< 0 ',_ ,_ O<D w m >-0 -< w 0 -' z w ::, '-' "' u-u -' V, w -< w I uo u a: w w 0:: ,_ -z <{ '-' I z N w <{ >-2 u w , "' 0 a: Q. 2 >--z < >--C, "' 0 ' 0.. "' V> z < w "' >--C u.. 0 >--II. z 0 "' i:! Si w 0.. "' (.) C II. < II. z 0 "' 0 u.. --' I --< >--V> t t I I I CURVE DATA NO R " ® 3.66 90°00'00" [ RTE 1 COLD PLANE AC [{O.12 m MAX) L 5.75 "' "' T 3.66 JOIN EXIST ECR PVMT 0.05 2% e- v, "' -u X a, w "' z"' -+ ON , "' m RAC-G 0.05 m ACMG SECTION A-A t RTE {26.43) FL {26.34) FL _t,__ 2 ---MATCH EXIST © CURB RAMP @,--\-----'\---CASE E 26.28 FL w > -< V, "' .,, \,! COLD PLANE {0.12 m MAX) PG EX I ST SW ----------+--- 100 mm PLASTIC PIPE {EDGE DRAIN) NOTE: UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. 3.06 EX I ST CURB--------.-+- {26.25) FL JOIN EXIST CURB RAMP AT IRIS AVE AND RTE 1 INTERSECTION {WEST CORNER, SIB) STA 52+66 FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 { IRIS EXIST PVMT AVE/MARIGOLD AVE)\ 0.05 m RAC-G JOIN EXIST FL 0.05 m ACMG A {25.56) FL {25.61 I FL-'"-2 "' "' A {25.64) FL NOT APPLIED 60 JOIN EXIST ECR ~---EXIST CURB USERNAME cc> tcop i rzo DGN FILE cc) cO3OOOgO1.dgn 0 I ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE The State of Col/fornra or lls officers or agents shall not be responsible Tor the occuracy or complelenes1, r,f electronic cop/es of this pion sfeet. AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-0:30004 ALI SOLEHJOU 07-06-98 14 CONSTRUCTION DETAILS NO SCALE 57 C-1 cu 1 2208 EA 030001 II II 0 ,_ w V, "' > 0 w w V, " w > >-w .. " 0 ' w >-.. 0 ',_ ,_ 0"' w "' >-0 .. w 0 _, z w :, " "' u-u _, V, w .. w I uo u " w w er: ,_ -~ -:,; u w ~ " 0 " Q. z 0 ;:: z ... >-(!J "' ' ~ V, CJ) z ... w "' >-Q ~ 0 >-LL z 0 w "" >-"' ... w 0.. w 0 C LL ... LL z 0 g; ~ ~ I ... '-' ~ 0 ~ ... >-V, t NO R ® 3.66 t RTE 1 COLD PLANE AC PVMT ~:=. =~~··==··==··=I o=.=1=2=m~M=A=X=l~=o=~%:=~:=5:=m=R=A=C=-::G::::::::E::o::.=o::5~m-=AC ___ M ___ G-=-=-=-===~IP_5:~\:\, SECTION A-A CURVE DATA 6 L 90°00 1 00" 5. 75 l T 3.66 JOIN EXIST ECR >- v, " u X a, w co z co + ON , "' t RTE (26.43) FL (26.34) FL 6 2 ---MATCH EXIST @ CURB RAMP iJA--.\----'1---CASE E 26.28 FL w > .. V, PG " I ., ~ EX I 5T SW ----------+--- 100 mm PLASTIC PIPE (EDGE DRAIN) 3.06 EXIST CURB~ (26.25) FL JOIN EXIST CURB RAMP AT IRIS AVE AND RTE 1 INTERSECTION (WEST CORNER, S/8) STA 52+66 NOTE: UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 I IRIS EXIST PVMT AVE/MARIGOLD AVE) \ 0.05 m RAC-G JOIN EXIST FL 0.05 m ACMG A (25.56) FL (25 .61 I FL~ 2 JOIN EXIST ECR (25.64) FL A ---EXIST CURB NOT APPL! ED 60 80 USERNAME "'> tcop i rza DGN FILE"'> c03000g01.dgn DIST COUNTY 12 Ora ROUTE KILOMETER POST TOTAL PROJECT R23.8/26.1 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE TOO State of Collforn/o or Its officers or agents shall not bB responsible for the occuroo; or completeness of e!Bcfronlc copies of thfs plan sket. AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-030004 All SOLEHJOU 07-06-98 CONSTRUCTION DETAILS NO SCALE 57 C-1 cu 12208 EA 030001 II II 00 w w ~ >-~ >-0 0 J J ~ ~ co "" ' ~ N ' N 0 0 >-w V, <D > 0 w w V, 0: w > >-w <>C 0: 0 ' w >-<>C 0 '>->-O<D w <D >-0 0 <>CW -' z w :, "' "' u-u -' V, w <>CW I uo u a: w w DC ,_ -z -:a, u w , "' 0 a: CL 8 >--z ""' >--c., "' 0 0.. ' V, "' z ""' w "' >-- ~ Q >--II. z 0 = "' >--"' ""' w 0.. = 0 C II. ""' II. z 0 "' 0 ~ J --' ""' '-' '-'-' 0 = >--i§ ""' >--V, t CURB TYPE A-150 No R @ 3.66 _!RT_E A (SEE SECTION A-A SHEET C-1) . ...l._ - - I 30.91 l A 30.96 rr u <D EXIST CURB-)!-.;.____ EXIST CURB CURVE DATA /', 90°01, 52" EXIST SW L JOIN EXIST AC OVERLAY AT MARIGOLD AVE & RTE 1 INTERSECTION STA 56+65 T 5.75 3.66 NEW PUSH BOTTOM POST 3.66 4. 57 -~--EXIST CURB (TYPE A2-200) TRAFFIC SIGNAL WATER METER RELOCATE BY OTHERS y "' "' PULL BOX "' "' "' mo rro =>N u, N >-<( V, -w XCL W>->- r"-~--c-::v-f'f-----+_. --JO IN EX I ST ECR (32.96) FL RESET PUSH MATCH EX I ST (32.92) FLA_ 2 CURB I TYPE 4 AZ-200 CL RTE 1 CURB RAMP AT GOLDENROD AVE ANO RTE 1 INTERSECTION (WEST CORNER. N/B) STA 49+96 RAMP E I PG ;: w > <( 0 0 rr z w a -' 0 C> "' FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 CURB (TYPE 4 A2 200) A-150 { RTE 1 VAR B EX I ST GUTTER 3 D l ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE Th9 Stole of Collfornla or !ts officers or 09,mts shall not be responsible for too accuracy or comp/8/811(,SS of eloctronlc copfes of this plan sheet. CURB ( TYPE A2 288) A-150 4 15 57 EXIST SW ....,: ~EXIST DRAINAGE INLET 0 it RTE 1 COLD PLANE AC [" " • "'"' B GUTTER DEPRESSION & DRAINAGE INLET (PROTECT IN PLACE) PVMT 0.05 m RAC-G 2% 0.05 m ACMG 3 EXIST GUTTER DEPRESSION CUR SECTION B-B NOTE: UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. 20 so USERNAME = > tcap i rza DGN Fl LE = > c03000g02. dgn ------ AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE EXIST 3 DRAINAGE INLET 12-030004 AL I SOLEHJOU 07-06-98 CONSTRUCTION DETAILS NO SCALE C-2 cu 12208 EA 030001 m '" ' m 0 ' N ► <D 0 w V, > w "' w I-., 0 '-► 0 <D w 1-0 ., w _;Z ::, " u-_, V, ., w uo "' w w 0 w V, > w "' w I-., 0 ► <D 0 w "' u w I u x--z ' " z w 1-u w ~ 0 "' a. < z ~ z CJ U) w Q II. 0 0 II. II. II. 0 ~j • NOTES 1. This file contains the most recent version of detai Is of this Standard Plan sheet. These detai Is are based upon the July 1995 edition of the Standard Plans Booklet. 2. For Cal trans project plans, o modified standard pion detai I is only to be used where the unmodified standard plan detai I absolutely wi I I not fit project conditions. The individual modified detoi I from the standard plan, not the entire Standard Plan sheet, are to be included in the Caltrans project plans. 101/. Mox at curb 8.33% Max Crosswalk 4) 1525 Retaining curb If necessary at edge of sidewalk or deta i Is See Note EE_ See Note 8 21/. Mox Plontlng areo 0 m or greater ~ Mox at curb Top of romp Rounded IT ____ _ 101/. Mox at curb Crosswalk CASE A See Note 9 ~ 1220 L Retaining curb If necessary at edge of sldewolk See Note B Front edge of sidewalk ~ See Nate 9 CASE B Top of romp Rounded 8.33% Mox 1220 Min _l 21. Mox ~ SECTION A-A 1220 Min Retaining curb lf necessary Plontlng area 8.33% Max 2'l. Max ~ SECTION B-B Depress entire sidewalk as required ~ !f necessary ~ Retaining curb cii::,-=-=-=-:;;~:.=.. :=,~~Y'?_=_=-=-=-=-j_1 T~ /h' "" See Note 9 CASE C Use when sldewolk Is less than 1800 mm wide See Note 9 ~ 1220 CASED l01/. Mox at curb Crosswalk CASE E 101/. Mox at curb Front edge of sidewalk See Note 8 C ~ " 0 !,! 0 • L 0 ~ C " C " ~ 101/. Mox ot curb See Note 8 CASE F See Note Front edge of sldewolk See Note 9 Front edge sldewolk See Note 8 '"'-o:~ ----s-- 101/. Mox/ at curb 1220 J "'Ix ~o .; ~ " ~ ~See Note 9 CASE G See Note 4 at contractor's option 1220 Min Removal and replacement I Limit of pay I unless otherwise shown ~Rounded 1_1 on project plans ~ r.,. - ------------ C i=J -DETAIL H Existing curb and sidewalk Approximately GROOVING DETAIL DIST COUNTY ROUTE KILOMETER POST TOT AL PROJECT 12 Oro R23.8/26.1 12-2 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE T/18 State of Col!fom!o or Its officers or agents shn/1 not be responsible for the ac:curacy or completeness of eleclronlc copies of this pion sheet. Dated __,J~u~ly'---'3~.__,_,,19~9~5_ 71., Slale af Co/lfocnlo oc II$ afllws oc "J"'> 0"11/ro/teresr=>lbl, for It,, ocw,o,;;y or comf}Je/eness <Jf e/<drMIC c,,rJ,s af rlls rJot, stw. If distance from curb to bock of sidewalk rs too short to accommodate romp and 1220 mm platform as ln Cose A, the sldewolk may be depressed longltudlnolly as In Cose B or C or may be widened as !n Cose 0. 2. If sldewolk ls less than 1800 mm w!de. the full width width of the sidewalk shall be depressed as shown In Cose C. 3. When romp ls located In center of curb return, crosswalk configuration must be slmllor to that shown far-Cose E to accommodate wheelcho!r-s, 4. For Coses F and G, the longltud!nol portion of the sldewalk may need to be depressed as shown In Cose 8. 5. If located on o curve the sides of the romp need not be parallel, but the minimum width of the romp shall be 1220 mm. 6. Transitions from romps to walks, gutter-s, or streets shall be flush and free of abrupt changes. 7, Sldewalk and romp thickness, "T", shall be 90 mm Min, 8. The romp shall hove o 300 mm wide bor-der with 6 mm grooves approximately 20 mm on center-. See grooving deto!I, 9. Cur-bs r-omps that hove a romp slope fatter-than 6.67% shall hove a detectable worn!ng surface thot extends the full width and depth of the r-omp. The detectoble wor-nlng surface shall consist of raised tr-uncoted domes (see detalls on Standard Pion NSP A89) . 10. When detectable warning surface ls not r-equlred on o cur-b romp. the concrete finish of the r-omp and !ts flared sides shol I have o tr-onsverse br-oamed surface textur-e r-ougher than the sur-round!ng sidewalk. 11. Romp s!de slope varies unlformly fr-om o maximum of 101/. at curb to confor-m with longltudlnol s!dewolk slope adjacent to top of romp, except ln Cose C. 12. Ut!Uty pull boxes. manholes, vaults and all other utll!ty facllftles within the boundaries of the curb romp wfll be r-elocated by the owner-prior-ta, or in conjunction with, curb romp construction. 13, Maximum slopes of adjoining gutters, the rood surface lmmedlately adjacent to the curb romp and continous passage to the cur-b r-omp shall not exceed 5 per-cent within 1220 mm of the top or bottom of the cur-b r-omp. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN SECT! ON C-C Al IIUILT PLANS CURB RAMP DETAILS NO. 1 NO SCALE FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS -,..,. :-- USERNAME => tcapir-za DGN FILE=> c03000 03.dgn ===~';°::..., CQPL£TIOIO.,.Tt ~ cu 12208 EA 030001 57 ~ 0 0 N ' ~ ~ ~ 4 ' " n A A " " 0 0 w w ~ I- ~ I-0 0 _, J ~ ~ w w I-L 4 0 "' '" ' C-3 N ' N 0 I w >-.,: 0 >-m 0 w "' > w "' 0 w "' > w "' w >-.,: 0 '>-om >-w m ,-o .,cw 0 .JZ W ::,<:> "' u-u --'"' w .,CW I uo u "' w w x-- z ' "' z w >-u w , 0 "' ~ z CJ Cl) w Q II. 0 0 II. II. II. 0 NOTES 1. This file contains the most recent version of detai Is of this Standard Plan sheet. These detai Is ore based upon the July 1995 edition of the Standard Plans Booklet. 2. For Coltrans project plans, a modified standard plan detai I absolutely wi I I standard plan detai I is only to be used where the unmodified not fit project conditions. The individual modified detai I or detoi Is from the standard plan, not the entire Standard Plan sheet, are to be included in the Caltrons project plans. 10% Max at curb Cr-osswalk See Note 2% Max 101/. Mox at curb Plant!ng ar-ea 0 m or greater ~ Mox ot curb Crosswalk CASE A See Note 9 ~ 1220 L Reto!nlng curb If necessary at edge of sldewalk See Note 8 Front edge of sldewolk ~ See Note 9 CASE B Top of romp Rounded 1220 Min 7----------'' -1 2% Mox ~ 8.33% Mox SECTION A-A Top of romp Rounded tT ____ _ 1220 M!n Retolnlng curb If necessary 8.33% Mox 2% Mox ~ SECT [ON 8-8 Depress entire sidewalk os required ---------ci----~% Mox-:T 5 Retolnlng curb lf necessary I =-t //M. Plontlng oreo 4) 1525 ~ Mos ..,1) See CASE C Retaining curb If necessary ot edge of sldewolk See Note 8 Note 9 Plontlng area See Note 8 1220 Front edge of sldewolk Use when sldewolk Is less than 1800 mm wide 10% Mox at curb See Note 9 ~ 1220 C "' lo "' nx ~! :]~ ~ CASE ID% Mox at curb Crosswalk D CASE E ~l Front edge of sidewalk See Note 8 C ~ "' 0 Bi 0 • L 0 ~ C " C " ~ See Note 9 CASE F See Note 4 Front edge sfdewolk See Note 8 ",. o:~ ----'j->- 10% Mox/ ot curb 1220 ~ "'Ix no "'~ "i ~See Note 9 CASE G See Note 4 ot contractor's option 1220 Min Removal ond replacement I Limit of pay ~ unless otherwise shown ~ounded _J_ on project plans ----:,_ r • ------------- ~ i-"J -DETAIL H Ex!stlng curb and s!dewolk Approximately GROOVING DETAIL DIST COUNTY ROUTE K!LOMETER POST TOTAL PROJECT 12 Oro R23.8/26.1 1 2-2 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE The Stole of Collfornla or !ts ofrlcers or a,;mnts sho/1 not be responsible for tho accvrocy or completenc,ss of slectronfc copies of this pion sheet. Doted -'J~u~ly'---'3~,_1~9~9~5- Tffl Slate d Cal/forrla or II; ,,mo,,, or (}(J<rl• sl'la/1 rot re r-esfX)l»lb/o forl"1ocwracyorromp/e/enesodoltdror/cc,,p/osd'1ioplons/"61. If distance from curb to bock of sidewalk ls too short to accommodate romp and 1220 mm platform as !n Cose A, the sldewolk may be depressed longltudlnolly as In Cose 8 or C or may be widened as In Cose O. 2. If sldewolk rs less than 1800 mm wide, the full 'N!dth width of the sidewalk shall be depressed as shown In Cose C. 3. When romp Is located In center of curb return, cross'Nolk configuration must be s!m!lor to that shown for Cose E to accommodate wheelcholrs. 4. For Coses F and G, the longitudinal portion of the sldewolk moy need to be depressed as shown ln Case 8. 5. If located on o curve the sides of the romp need not be parallel, but the minimum width of the romp shall be 1220 mm. 6. Trans!tlons from romps to walks. gutters, or streets shall be flush and free of abrupt changes. 7. Sldewolk and romp thickness, "T", shall be SO mm Min. 8. The romp shall have o 300 mm wide border with 6 mm grooves opproxfmotely 20 mm on center. See grooving deto!I. 9. Curbs ramps that hove o romp slope fatter than 6.67% shall hove o detectable warning surface that extends the full width and depth of the ramp. The detectable 'Narnlng surface shall consist of ro!sed truncated domes (see detolls on Standard Plan NSP A89). 10. When detectable warning surface rs not required on a curb romp. the concrete finish of the romp and !ts flared s!des shal I have a transverse broomed surface texture rougher thon the surrounding sidewalk. 11. Romp side slope varies unlformly from a maximum of 10% at curb to conform 'Nlth long!tudlnol s!dewolk slope adjacent to top of ramp, except !n Case C. 12. Utlllty pull boxes. manholes, vaults and all other utlllty focllltfes within the boundaries of the curb romp wlll be relocated by the owner prior to, or In conjunction with, curb ramp construction. 13. Maximum slopes of odjoln!ng gutters, the rood surface tmmedlotely adjacent to the curb romp and continous passage to the curb romp shall not exceed 5 percent wlthtn 1220 mm of the top or bottom of the curb ramp. All DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN SECTION J c-c U BUILT PLANS CURB RAMP DETAILS NO. 1 NO SCALE FOR REDUCED PLANS ORIGINAL SCALE !S IN MILLIMETERS 0 ,0 USERNAME = > Tcap i rza OGN FILE => c03000 03.d n ~= ;:;-::_ ctllU\"IONCIATt ~ cu 12208 EA 030001 S7 C-3 A A II II 00 WW >->->->-00 ~~ ~~ "' "' ' N ' N 0 0 w >-V, ro > 0 w w QC V, w > .... w « QC 0 ' w .... « 0 '>->-oro w ro ,-o «w 0 _JZ w :J" " u-u _JV, w «w I uo u a: w w ,_ -z Q'. " "'" z w :c N .... "'" u "' w , 0 a: ~ '<'. z z 0 ;:: C, <C .... "" 1/) 0 c.. w V, z Q <C "" .... .... u. 0 0 .... z '-" '"' w .... "" (.) <C c.. '-" u. 0 u. 0 ~ z "" 0 .... ' --' j <C '-' .... 0 '-" .... ;§ <C .... V, di NOTES I. This flle contains the most recent version of details of this Standard Plan sheet. These details ore based upon the July 1995 edition of the Standard Plans Booklet. 2. For Caltrans project plans. a modified standard plan detail is only to be used where the unmodified standard plan detail absolutely will not fit project cond!tions. The lndlvldual modified detail or details from the standard pion, not the entire Standard Plan sheet, are to be Included in the Coltrans project plans. Ci-osswolk See Note I 100 mm drain See Note 2 915 mm Mln Crosswalk See Note I 100 mm drain See Note 2 AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-030004 ALI SOLEHJOU 07-06-98 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Oro R23. 8/26. 1 REGISTERED CIVIL ENGINEER -4-7 PLANS APPROVAL DATE The State of Collfornla or Its offlcers or agents shall not be reswnslble for the accuracy or completeness of e/ectron!c; copies of this pion sroet. Dated ~J~u-ly~3-•~1~99=5~ rr,, Stele of Cul/forn/u or /Is officers or m11, ,i.,,1fY;li:,oresf'Jfl5/l,/e for/t,,oceorocyor-or,;s, ofe/ectroo/cruplesoftltls p/MS"='· p <> <> <> 17 57 Detectable warning surface PCC sldewalk ~ Mc, See Grooving Detall _;,,,,@ <> <> 42 @ @ @ @ <> <> <> GO mm~<><> See Note I " i 0 > • • 0 L u " Curb PCC sldewolk DETAIL 1 A Crosswalk (f-- 100 mm drain See Note 2 cir- I PCC sidewalk DETAIL 2A See Note I Curb CASE 1 PCC sldewalk DETAIL See Notes 4 and Crosswalk er-- B at curb PCC romp ~ See Notes 4 and 5 CASE 3 rAC romp __ --=7•~-~'~'"~·c!";o~,=---iL---:::::: ..... a' ; C Grooving ~:: :--------+-100 mm drain Flatter than ...,.6.61Y. -------SeeNote2 SECTION A-A Detectable warning [ AC ~am_pr-~--',u_r,f_o,c_e~- ----a I Grooving ~---------·-+-100 mm dro!n ----------~ See Note 2 SECTION B-B See Note I 100 mm drain See Note 2 ~ 0 > ct-• • 0 L u CASE 2 Detectable warning surface 1220 Mln 8.331/. Max 21/. Max Curb See Grooving 00 f Deta!I 3~ ti sldewolk I DETAIL 2B See Notes 4 and 5 FOR REOUCEO PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 --;_------~•:-i:..::ael~PC:C:::9:~J'.'.:~~G~~o~!ng Approxlmately 20 m.'.:L £: 6 I I ~ 'Jl~'.t":.:,-:t"" Min thickness SECTION C-C GROOVING DETAIL so 80 USERNAME = > tcop i rzo DGN FI LE = > c03000 04. d n Curb apart @ @ @ <> <> 60 RAISED TRUNCATED DOME PATTERN RAISED TRUNCATED DOME DETECTABLE WARNING SURFACE See Note 5 NOTES I, AC ramp side slopes shal I not exceed 10% . 2, 100 mm dra!n shol I be 3.5 mm minimum thickness steel pipe. Pipe shol I conform to radius of curb and be beveled to conform to side slope, 3. Utfllty pul I boxes, manholes, vaults, and al I other utlllty foclllt!es within the boundaries of the curb ramp wll I be relocated by the owner pr!or to, or ln conjunction wlth, curb romp construction. 4. Curb ramps that have a ramp slope flatter than 6.67 percent shol I have a detectable warning surface. The detectable warning surface for Case 3 romps shal I extend the ful I width and depth of the ramp. 5. Detectable warning surfaces, at the option of the Contractor, shal I be constructed by cost-!n-ploce or stamped method, or consist of a prefobrlcated surface. The prefabricated surface shal I conform to the requirements In the special provisions. 6. When detectable warning surface ls not required on Cose 3 ramps, the concrete finish for Case 3 ramps and !ts flared sides shol I have a transverse broomed surface texture rougher than the surround!ng sldewalk. 7, Maximum slopes of adjoining gutters, the rood surface Immediately adjacent to the curb romp and continuous passage to the curb ramp shal I not exceed 5 percent within 1220 mm of the top or bottom of the curb ramp. 8. Transitions from ramps to walks, gutters, or streets, shal I be flush and free of abrupt changes. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN CURB RAMP DETAILS NO. 2 NO SCALE C-4 cu 12208 EA 030001 -----,. --~· ----..-., __ 11 II oo w w ~ ~ ~ ~ 00 ~ ~ ~~ u, "" ' ~ N ' N 0 0 w ,. V, co > 0 w w V, 0: w > f--w « 0: 0 w f--« 0 ',. ,. O<D w <D f--0 «w 0 ~z w ::, " "' u-u ~ V, w «w I uo u 0: w w z " z z w w >-:::, f--"' u z w , 0 z 0: « ~ f-- z 0 ;:: < f---"' 0 CJ) 0.. = 0 z < "' ...I f---.... ::::, 0 f---<( z £r w ,. Q f---"' < > 0.. w :c C < z "' 0 ,= j --' <,: VJ :::, VJ VJ u er <,: z LEGEND: 0 DRAINAGE SYSTEM 0 DRAINAGE UNIT w > <( VJ :::, VJ (/) 58+00 w > <( 0 I u c,: 0 w > <( a EXIST FOR REDUCED PLANS ORIGINAL SCALE IS !N MILLIMETERS CURB\_ ' : C b 450 mm w > <,: <,: f-- f---w (/) z 0 (L w > <( <( a ' ' ~------~------------------- ~----------''-----------,--------- 8.0 m ---- 600 mm RCP SECT ION A-A NO SCALE THIS PLAN ACCURATE FOR DRAINAGE ONLY 0 20 UEl5RRJ!IUl!ilE'=?>tcop i rzo D0~NF lfllEE"'? ):;03000 i 01 . dgn DI ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Na SHEETS 12 Ora R23. 8/26 .1 ________ _c12/28 REGISTERED CIVIL ENG I NEER -4-7 PLANS APPROVAL DATE The State or Ca/lfarnla or Ifs officers or agents shall not t,e responsible for the accuracy or completeness of e/ectronfc copies of this pion sheet. C w > <( >-(L (L 0 (L w > <( >- (L (L 0 (L 600 e AS BUil T PLANS 0 «> + 0 «> <t f--VJ w z __J I u f--<t ::e 12-030004 b CONTRACT NUMBER CORRECT! ONS BY COMPLETION DATE ALI SOLEHJOU 07-06-98 DRAINAGE PLAN SCALE 1 : 500 cu 1 2208 EA 030001 18 57 D-1 ~ "' ' ro ' N □ >-w V, a, > □ w w V, 0: w > e-w 4 0: 0 w e- SC 0 0 -' ,. '>->-oa, w al e-o SC W 0 -' z w ::, " " u-u -' V, w .,cw I uo u 0: z w w w >-z :::, " CJ z z w e-z u <( w f-, 0 0: a. z 0 ;:: ... II) .... g; 0 "-V, ..I z ... ::, °' .... c( w.. 0 a: .... C z '-" > "" .... °' ::c ... "-'-" C ~ z g; w.. --' I ... u w.. 0 '-" .... ... .... V, it 0 "' + 0 "' .., f-V, w z -' Cl: u f-.., "' er a __, w N <( :r er a __, w N <( :r EXIST 760 mm EXIST INLET mm RCP s 57°41'27" 61+00 g EXIST 600 mm CSP 3 m x 2.7 m TH[S PLAN ACCURATE FOR DRAINAGE ONLY FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 60 EXIST 450 mm CMP S 56°37'14" E 63+00 USERNAME = > tcop i rza DGN F!LE => c03000i02.dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOT AL PROJECT No SHEETS 12 Oro R23.8/26.1 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE Th3 State of Callfornlo or Its officers or m;;ents shall not be respanslble for the accuracy or completeness of electronic copies of this plan sheet. 64+00 AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-030004 AL [ SOLEHJOU 07-06-98 DRAINAGE PLAN SCALE 1 : 500 cu 12208 EA 030001 - 19 57 0 N + ... "' .., f-V, w z -' Cl: u f-.., "' D-2 m "" ' ro ' N 33 0 ,_ w V, <Il 0 > w w QC V, 31 w > .... w ., QC 0 w 30 .... ., 0 29 ',_ ,_ 0 <Il w <Il >-O «w 0 -' z w ::, " " u-u 27 -' V, w «w I uo u "' 25 w w z z " w z >-w ::, .... c.:, u z w ., z 0 "' <{ ~ f-- z 0 ;:: < f/) .... "' 0 () "-V, 32 z ..J < "' ::, .... "-< 0 .... a: z Q ..... ,. > .... 30 "' :c < "-..... C < z "' 0 "- --' j c03000i03.dgn D l ST COUNTY ROUTE KILOMETER f>OST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 ~~-------~12/28 REGISTERED C!VIL ENGINEER 8-4-97 PLANS APPROVAL DATE The State of Col !fornio or its officers or agents shal I not be responsible for the accuracy or completer>ess of electronic copies of this pion sheet. cu 12208 EA 030001 20 57 ~ 0 0 N 0 w ,_ V, m > 0 w w "' V, w > >-w <( "' 0 w >-<( 0 ',_ ,_ om w m >-0 <CW 0 --'z w :J" "' u-u --""' w <CW I uo u "' w w z " z z w w >-::::, >-0 u z w , 0 z "' <( ~ f- z 0 ;:: < en f-"' (.) 0 0.. V> z ...J < "' ::, 0-- ~ er: 0 IC 0--z C = "' > 0--"' :c: < 0.. = 0 :"; z "' 0 ~ --' J t 32 31 30 29 '" E,c Eab FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 60 USERNAME = > tcap i rzo DGN F [ LE = > c03000 i 04, dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE The State of Cal ifomlo or !ts officers or agent,; ,;h<ll I not be responsible for the cccur-ocy or c~leteness of electronic copies of this pion sheet. cu 12208 EA 030001 21 57 0 ,_ w V, "' > 0 w w V, a: ; w '" w « a: 0 w '" « 0 0 ..., " ',_ ,_ O<D w "' e.o « w 0 JZ w ="' ~ u-u ..., V, w « w I uo u a: w z w :: w >-" => z (.'.) w z '" u z w <( , 0 f-a: Q. z 8 .... < .... "' U) 1c V, 0 z < ... "' .... :::, "-<( 0 a: .... z Q ..., > "" .... :c "' < 0.. ..., "' < z "' 0 "-_, i < u "-0 ..., .... < .... V, t #4 @ 304. 8 ''C'' BARS -2 ABOVE & 2 BELOW OPENING z " '" "A" BARS ROUND PER NOTE 1 ''C'' BARS - 2 ABOVE & 2 BELOW OPENING MIN OF 4 -#4 TIES ABOVE & 4 -#4 TIES BELOW OPENING & ON SIDES. MAX SPACING 450 mm # 4@ 304.8 PLAN OF CORNER CONNECTION MIN PER NOTE 1 MIN ''c" BARS -2 ABOVE & 2 BELOW OPENING A MIN OF 4 -#4 TIES ABOVE & 4 -#4 TIES BELOW OPENING & ON SIDES. MAX SPACING 450 mm # 4@ 304.8 A BARS PLAN OF SIDE CONNECTION NOTES 1. ROUND EDGE OF OUTLET TO 76.2 mm RADIUS. 2. REINFORCEMENT SHALL BE 38.1 mm CLEAR FROM THE FACE OF CONCRETE . 3. IN CONNECTING TO ON EXISTING STRUCTURE BREAK OUT PORTIONS OF THE EXISTING STRUCTURE 152.4 mm OUTSIDE ITS INTERSECTION WITH THE NEW CONNECTION.BENO ENOS OF #4 BARS OVER CONNECTION OPENING AS REQUIRED. 4. UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN MILLITMETERS. MONOLITHIC CONNECTION FOR PIPES 300 mm TO 1800 mm INCLUSIVE "A" BARS I T D T b b '" SECTION A-A D T A B & C mm mm 300 101.6 375 114 .3 ": 450 127 N ~ -525 139.7 "' 600 1 52 .4 V # #5 675 165. 1 750 177.8 825 177. 8 900 190. 5 975 203.2 1050 203.2 1125 203.2 V 1200 203.2 N 1275 203.2 ~ - 1350 203.2 "' ~ 1425 254 # #6 1500 254 1575 254 1650 279.4 1725 279.4 1800 279.4 AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-030004 ALI SOLEHJOU 07-06-98 FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 ,0 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS ~,;, 12 Ora R23.8/26.1 22 57 A & B BARS PLAN F BARS TIE BARS C, UNDISTURBED EARTH T TIE BARS e-F BARS ~EB-~ T b b . . ..A e- SECTION M-M TIE BARS F BARS e- _j liz7 I <D I 7 e- ELEV. REGISTERED CIVIL ENGlNEER 8-4-97 PLANS APPROVAL DATE The State of Col 1for-nlo or-Its offlcer-s or-,:,gents sh<ll I n,:,t be r-esponsible for- the occ1Jr-,:,c:; ,:,r-completeness of electr-onlc copies cf this pion sheet. B= 457 mm F= 213 mm G= 213 mm L= 686 mm { A= 90 0 C= 609 mm D= 609 mm E= 609 mm ELEV. R= 29.80 ELEV. S= 29.74 R 90 457 mm 609 mm 609 mm 609 mm TABLE OF B mm 300 375 450 525 600 675 750 825 900 975 F= 213 mm G= 213 mm L= 686 mm ELEV. R= 29.40 ELEV. S= 29.35 VALUES FOR T T mm 1 01 .6 1 03 114 .3 127 128.4 139. 7 1 52.4 1 53. 8 165. 1 177.8 NOTES SECTION Z-Z' -Z" PROJECT Y-Y-Z" MIN DEPTH OF TOP & BOTTOM SLABS SHALL BE 0/12 + 50.8 mm 1. VALUES FOR A, 8, C, D, E, F, G, L, ELEV RAND ELEV S SHOWN ON DRAINAGE PLANS. 2. PIPE SHALL BE CRADLED IN CONCRETE EXTENDING LONGITUDINALLY TO 25.4 mm BEYOND THE LIMITS OF L . H=1/2 OUTSIDE DIAMETER OF PIPE PLUS 76.2 mm AS A MINIMUM CRADLE MAY BE OMITTED ON SIDE OPPOSITE LATERAL INLET WHEN CONSTRUCTED IN CONNECTION WITH EXISTING PIPE STORM DRAIN. 3. A & B BARS SHALL BE CARRIED TO POINT NOT LESS THAN J DISTANCE FROM C J=7/12 D + 152.4 mm. 4. RECTANGULAR OPENING IN MAIN LINE PIPE SHALL BE CUT WITHIN LIMITS OFF, G, AND L NORMAL TO PIPE SURFACE WITHOUT DAMAGING STEEL. 5. TRANSVERSE REINFORCEMENT IN PIPE SHALL BE CUT IN CENTER OF OPENING AND BENT TO UNIFORM DISTANCE FROM TOP ANO BOTTOM OF JUNCTION STRUCTURE. 6. OPTIONAL CONSTRUCTION : WHEN JUNCTION STRUCTURE TYPE 1 IS SPECIFIED ON DRAINAGE PLAN , THE CONTRACTOR SHALL HAVE THE OPTION OF CONSTRUCTING JUNCTION STRUCTURE #2, IN WHICH CASE CONSTRUCTION DATA WILL BE FURNISHED BY THE ENGINEER. 7. REINFORCING STEEL SHALL BE 38.10 mm CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. 8. STEEL SCHEDULE: A AND B F TIE BARS -~5@ 76.2 mm OC BARS -#4@ 152.4 mm OC BARS -#3@ 450 mm OC 9. MONOLITHIC ARCH : WHEN JUNCTION STRUCTURE TYPE 1 rs SPECIFIED WITH REINFORCED MONOLITHIC ARCH STORM DRAIN, VALUED SHALL REFER TO THE CLEAR SPAN OF ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO JUNCTION STRUCTURE THE SAME AS FOR PIPE. CONCRETE CRADLE UNDER REINFORCED MONOLITHIC ARCH IS NOT REQUIRED. 10. FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO SPRING LINE. 11. ELEVATIONS APPLIES AT CENTER OF MAIN LINE ON PROLONGATION OF INVERT OF SPUR. JUNCTION STRUCTURE NO 1 (J S 1 ) DRAINAGE DETAILS NO SCALE 60 80 USERNAME = > tcap i IZO DGN FILE => c03000i05.dgn cu 12312 EA 030001 -···•---- D-5 ~ '" ' "" N ' 0 0 w >-V> co > 0 W w a: V> w > f-w ., a: 0 w f-., 0 '>-0 co >- W "" f-0 «w o ~z w :, " "' u-u ~V> w <CW I uo u a: w w z = w " >-z :::, w <.:) ... z u w z , 0 « a: f- Q. z 0 ;:: < f--~ (/) V, C) z < ..J "' f--::::, ~ 0 ci:: f--cc z '-" C i:!! "' > < 0.. ::c '-" 0 < z "' 0 ~ -' i < '-' ~ 0 '-" f--< f--V, it "' 0 j B I B~ PLAN A ( 450 l.!11v • J / / / / ALL STEEL REINFORCEMENT #4@ 101 .6 mm o.c. STATION POINT STATION POINT LATERAL ELEV. '5'=30.30 f- ~ f- 1 ~ -j -", --4 ' -r---~'--,-; ___ .:::,,._,, ---" / ~ DETAIL N STATION POINT C -J. ALL STEEL REINFORCEMENT #4@ 101.6 mm (SHAFT NOT SHOWN) o.c. DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS NOTES 12 Ora R23.8/26.1 REGISTERED CIVIL ENGJNEER 8-4-97 PLANS APPROVAL DATE The Stote of Col !fornlo or !ts officers or agents shol I not be responsible for the occurocy or completeness of elect.-onic copies of this pion sheet. 1. HEIGHT H (SEC. A-A AND SEC. B-B) SHALL BE NOT LESS THAN 1460 mm, BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL BE NOT LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SEC. C-C) SEE NOTE 4. 2. LENGTH L SHALL BE 1200 mm UNLESS OTHERWISE SHOWN ON DRAINAGE PLAN. 3. SHAFT SHALL BE CONSTRUCTED AS PER SEC. C-C AND DETAIL N WHEN DEPTH M FROM STREET GRADE TO TOP OF BOX IS LESS THAN 870 mm FOR PAVED STREETS OR 1060 mm FOR UNPAVED STREETS. 23 4. DEPTH P MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm WHEN LARGER VALUES OF P WOULD REDUCE H (IN SEC. C-C) TO 1060 mm OR LESS. 5. T SHALL BE 200 mm FOR VALUES OF H UP TO AND INCLUDING 2440 mm. T SHALL BE 254 mm FOR HOVER 2440 mm. 6. UNLESS OTHERWISE SHOWN, STEPS SHALL BE PLACED 300 mm ON CENTERS. THE LOWEST STEP SHALL BE NOT MORE THAN 400 mm ABOVE THE EDGE AT SIDE OF MANHOLE FLOOR. 57 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY. (SHAFT NOT SHOWN] STATION POINT--+--+---8. REINFORCING STEEL SHALL BE 38 mm CLEAR FROM FACE OF CONCRETE 600 CONC RINGS AND REDUCER 36" PRECAST CONC PIPE MH 1067 SECTION A-A w f--0 z w w V> STREET GRADE MANHOLE FRAME AND COVER ELEV. '8'=30.16 I i----127x50.8 PIPE SEAT ROUND EDGES OF INLETS SPRING LINE SEE NOTE 7 ELEV. , s I SPRING LINE SEE NOTE MANHOLE NO 1 (MH NO. 11 N ~ 0 N 101 .6 600 ----->j 460 9. FLOOR OF MANHOLE SHALL BE STEEL-TROWELED TO SPRING LINE. 10. RINGS, REDUCER,AND PIPE FOR ACCESS SHAFT SHALL BE SEATED IN 1 :2 CEMENT MORTAR AND NEATLY PAINTED OR WIPED INSIDE THE SHAFT. A. MANHOLE FRAME AND COVER PER STANDARD PLAN B7-11 DETAIL U45. 8. STEP DETAIL PER STANDARD PLAN 072 AND D75. T T '=+=' 76.2 mm.RAD. 11. UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN MILLIMETERS. ELEV. 'A'=30.22 1 z. 7 SECTION B-B N ~ 0 N MANHOLE FRAME AND COVER STREET GRADE CONC RINGS 00 127 mm x 25.4 mm RING SEAT 0 MAX MIN "' I n_ ~Fc-'OccR~P~A~VE~D°=-'Sc-TccR-=E-=E~TS=~~2~8~0-~2~1~0_ FOR UNPAVED STREETS 400 380 N ~ 0 N I D BARS TIE BARS D BARS 600 PLAN f' ,j 27 ,j ,j E n ro II ~ 457 / I D 4S ~~-'-'--------- SECTION D-D _!J (SHAFT NOT SHOWN) MODIFIED MANHOLE NO. 1 c......, ____ .,_] -, __.j Tr 1067-----1 TI-- SECTION C-C AS BUil T PLANS CONTRACT NUMBER 12-030004 CORRECT IONS BY ALI SOLEHJOU FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS C COMPLETION DATE 01 06-98 2C SC 8C DRAINAGE DETAILS NO SCALE USERNAME => tcap i rza OGN FILE => c03000i06,dgn cu 12312 EA 030001 300 D-6 II II 00 w w ~~ ~~ 00 ~~ cc WW ~L 4-0~ ' N □ w >-"' "" > □ w w "' Cl'. w > I-w « Cl'. □ w I-« □ '>->-□CD "' w 1-□ « w -' z :, " u- -'"' « w u □ "' w w z " z w ... u w ., 0 "' Q. z 8 ,_ .. ,_ @i c.. V, z .. "' ,_ ~ 0 ,_ z ""' ::E ,_ "' .. c.. ""' C ~ z "' 0 ~ ~ .. '-' ~ 0 ""' ,_ .. ,_ V, □ w ~ u w I u z uJ >-::, co z z <( f- (/) () ...I ::J er: a: Q > :c j ii e SEE OETA~L BELOW7 0 MANHOLE FRAME AND COVER {SEE STD PLAN B7-11) SEE DETAIL BELOW ~ 0 co co 0 I- co "' w -' "" « "' CEMENT MORTAR A OMIT UNDER NOTE 2 1rSTO CONC RINGS M!N 228.6 mm .• t> MAX457.2mm #2 TIE BARS 4 REC'D #2 COILS - 7 REO'O 152. MANHOLE FRAME & COVER (STD PLAN 87-11) li CEMENT MORTAR ' .•" }-OMIT UNDER NOTE 2 IE--5 ""· ~ STD CONC RINGS .t-<--~~~~; 15 •4 MIN 228.6 mm MAX 457 .2 mm -\-------#4 WIRE HOOPS :;s -'------~-!s',IL--"'~1"0'-1'-'."6:_ __ ~ NOTES 1, ALL JOINTS SHALL BE FILLED WITH CEMENT MORTAR NEATLY POINTED OR W!PED ON INSIDE OF SHAFT. ECCENTR[C PRECAST CONC CONE REDUCER VARIABLE LENGTH SECTIONS OF REINFORCED MANHOLE SHAFT WITH STEEL STEPS VERTICAL SECTION OF REINFORCED CONCRETE ECCENTRIC MANHOLE SHAFT PLAN PRESSURE MANHOLE---FRAME & COVER SEE STD PLAN 87-11 :,e q--203. 2 -' ~ j 1 < ~ w 0 I V :,e ~ z '" 0 "' w ~ 0 z 609.6 2. COLLAR OF CEMENT MORTAR AROUND COVER FRAME SHALL BE OMITTED IN PAVED STREETS. 3. STEPS SHALL BE 4 BENO, 19 mm ROUND, GALVANIZED STELL ANO ANCHORED NOT LESS THAN 152.4 mm IN THE WALLS OF STRUCTURES. UNLESS OTHERWISE SHOWN, STEPS SHALL BE PLACED 304.8 mm ON CENTERS. THE LOWEST STEP SHALL BE NOT MORE THAN 406.4 mm ABOVE THE LEDGE AT SIDE OF MANHOLE FLOOR. co 4. ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PRECAST CONCRETE. FOR UNREINFORCED SECTIONS, THE MINIMUM TH[CKNESS SHALL BE 152.4 mm. 5. 3-INCH RINGS SHALL BE REINFORCED WITH ONE 6.3 mm ROUND STEEL HOOP. 6-INCH RINGS SHALL BE REINFORCED WITH 2 HOOPS. 6. UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN IN THIS PLAN ARE IN MILLIMETERS. 1--177.8 VERTICAL SECTION VARIABLE LENGTH PRECAST CONC SECT[ONS STANDARD MANHOLE SHAFT OF PLAIN CONCRETE ECCENTRIC MANHOLE SHAFT 687.3 COVER-BOTTOM 118.8 Kg -~~: ~ L~R~~ND SURF ACE 19 mm HOLE NOTES PRESSURE PLATE 19 Kg DRILL 12.7 mm HOLES DRILL 11.1 mm HOLES 1. IF "H" IS LESS THAN 457.2 mm, W=609.6 mm . IF "H" IS BETWEEN 457.2 mm AND 762 mm, W=762 mm. IF "H" IS 914.4 mm OR MORE, W=914.4 mm. IF "H" [S MORE THAN 1219.2 mm, BR!NG WALLS VERTICALLY TO 1219.2 mm BELOW SURFACE AND TAPER FROM 914.4 mm TO 609.6 mm AS SHOWN. 2. THIS STRUCTURE SHALL BE USED WITH STANDARD PRESSURE MANHOLE FRAME AND COVER PER DETAIL HEREON. IT MAY BE USED FOR HYDROSTATIC HEADS UP TO 7.62 M ABOVE THE STEEL PLATE. DRILL 19 mm HOLES 11 7 .4 SECT ION B-B DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Oro R23.8/26.1 REGISTERED CIV[L ENG!NEER 8-4-97 PLANS APPROVAL DATE The State of Col ifornio or its officers or agents shcl I not be r-esponslble for- 24 687.3 the occurocy or completeness of electr-onlc copies of this pion sheet. COVER -TOP 118. 8 Kg FRAME-PLAN 88.4 Kg FINISH WROUGHT 2 REO'D 8 mm STEEL MACHINE FINISH 1. 2. '. 4. NOTES MANHOLE FRAME AND COVER SHALL BE MADE OF GRAY CAST IRON CONFORMING TO THE LATEST SPECIFICATIONS. ALL PARTS OF THE MANHOLE FRAME ANO COVER EXCEPT MACHINED SURFACES SHALL BE COATED WITH ASPHALTUM PAINT. MANHOLE FRAME ANO COVER SHALL BE TESTED FOR ACCURACY OF FIT ANO SHALL BE MARKED IN SETS BEFORE DELIVERY. THE COVER SHALL FIT THE FRAME SNUGLY BUT NOT TIGHTLY. COVERS SHALL BEAR THE LETTER "S" FOR SEWER STRUCTURES IN PLACE OF THE LETTER "O". 5. WEIGHTS OF FRAME, COVER ANO PRESSURE PLATE SHALL NOT VARY MORE THAN TWO PERCENT FROM THOSE GIVEN HEREON. 6. USE STANDARD MANHOLE SHAFT UNLESS OTHERWISE SHOWN ON DRAINAGE PLAN. o 9.5 ~ ~ " srn "'" ". ft r'Jru?§( .• , ~rm ~ ~ [gf~zz.So IR0:~,~1 ,~-~ ~~ 1.---8 (? (l~~ ~ "' N LETTER DETAIL N DETAIL z PLATE DETAIL Y COVER TO BE SNUG NOT TIGHT FIT SEE DETAIL "Y"---"',-+...t SEE DETAIL "Z""--- 735 690 689 6@. 44.4 57 BARS 35.7 38.1 SECTION A-A mm x 101.6 mm ELECTRICALLY BUTT WELD ENDS OR LAP ENOS OF BAR 457.2 JOINT WHEN MANHOLE POURED MONOLITHIC OR STORM DRAIN CONDUIT. #4 HOOP BARS WHERE "H" IS MORE THAN 1219.2 mm, 0=958.8 mm FOR TOPMOST HOOP IN SHAFT, EACH LOWER HOOP IN SUCCESSION INCREASES 88.9 mm IN DIAMETER TO A MAXIMUM OF 1219.2 mm IN THE VERTICAL PORTION OF THE SHAFT . FINISH SECTION C-C PRESSURE MANHOLE SHAFT STANDARD MANHOLE SHAFTS FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS C 20 80 MANHOLE FRAME & COVER DETAILS u 25.4 DRAINAGE DETAILS NO SCALE D-7 USE RN AME = > i"cap i rza OGN FILE =>c03000i07.dgn cu 12208 EA 030001 -, __ ....,__ >-00 0 w V, > w er w e-., 0 0 --' :,; 0 w V, > w er w e-" 0 '>-0 00 >-W 00 e-o «w o _,2 w :,o ~ u-u --'"' w «W I uo u er w w z 0 z w e- z w >-::::, (.'.) z u z w « 6 I-- " ~ z 0 ;:: < 1--~ V, z < a, 1-- ~ 0 1--z '-" ::,; 1--a, < 0.. '-" 0 ' < z ~ ~ ~ ::c I It I I , . . o. .. SECTION 8-B D L T 300 300 1 01 .6 4SO 300 127 600 300 1 S2. 4 900 4SO 203.2 1200 450 254 1350 450 254 1500 533 279.4 1650 533 279.4 1800 600 304.8 I I s-7_ I L/2 TypJ1; ,' l ·• • L 1-., t,... .--,':-: ~·. ': NEW OR EXISTING PIPE NOTES NEW OR -I ' / / 0 .,.! I / 90 ----~\.) 1: / I EX I ST! NG '.I , CJ' PIPE ' ' , A e-; 1:1·•,a 1, ,___ #4@300 mm s----3-#4 1. WHERE PIPES OF DIFFERENT A CONCRETE COLLAR, LAND LARGER PIPE. QaD ORD DIAMETERS ARE JOINED WITH T SHALL BE THOSE OF THE WHICHEVER IS GREATER. 2, FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 3. OMIT REINFORCING ON PIPES 600 mm AND LESS IN DIAMETER AND ON ALL PIPES WHERE ANGLE A IS LESS THAN 10 4. JOIN PIPES AT INVERTS. 5. REINFORCEMENT SHALL BE PLACED 38.10 mm CLEAR FROM OUTSIDE DIAMETER OF PIPE, 6. UNLESS OTHERWISE DENOTED, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN MILLIMETERS CONCRETE COLLAR \~I::: CONCRETE {MISC CONSTRUCTION) \ \ 112 CONCRETE ENCASEMENT FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 ' 20 ' '° ' oo ao ' ' I USERNAME "° > +cap i 120 OGN FILE -> c03000i08.dgn DISTI COUNTY I 12 I Oro I 1 I R23. 8/26. 1 I 25 [ 57 12/28/95 -=""--"ac-,-,~s=,~rn-,~□~c71,=1e~,7,7G-1'~E=ER ---~~~<: 1<:' ( T. NGUYEN~ 8-4-97 ~t~C47660 1! PLANS APPROVAL DATE °' xp. 12_31_95 "''-- The Stote of Coliforn,o or itsoff,ce..-s ~ CIVIL * or agents shal I not be r-espons1t,le for S''4~ ,,, the occurocy or canpl eteness of e lectronlc < OF CAl 1~ copies of this pion ,;heet. DRAINAGE DETAILS NO SCALE D-8 cu 12312 I EA 030001 - m 0 0 N ' ~ ~ 'c -- " D w ~ ~ 0 ~ ~ w ~ -~ ~ "'" 2 '" a ' o-" -§ ' N - I I LEGEND S : STANDARD JOINT W : WATER TIGHTNESS JOINT 0 w >-V, a, -* REINFORCED > 0 0 z 0 w CONCRETE PIPE 0 w a: -V, w (RCP) >--w >-< -> >-w u :c w < a: --a: 0 0 -z u ~ z z w z -0 0 -w >-w 0 a: u V, -' < " --V, 0 0 w w a: w >->-< :c >->->-:, >-u V, w--' z >-V, 0 V, -w u w :, :, " z <W u « _, >-z a: a: a: 0 « -" :, >-u -' :, V, :, u a: u w a: WO >-z z V, z-' ~ a: z ~ >-z a: :c '->-w w 0 V, 0 <w w Q. z -0 om >-C> C> u u 0 -' w w > < 0 w "' < < a: u -' >--' 0 E :, E , >->-□ z z a: a: w V, 0 u E E :c « w 0 --0 0 0 u u :c w E E w C> z V, 0 0 -' z w « < z_ z V>o z 0 0 Q. ~ 0 CL -~ a: a: ---z < z -w => '-' -:, " o-V "' u-u 0 0 " -:, " < " « O> CL CL :c -' V, w -« w :c uo u M3 M3 KG EA M M M 1 a 1. 78 1. 39 77 °' w b 7.30 17 .0 s w z z w C 1. 39 -1. 79 77 '-' >-z ::J w Cl d 5.37 12.50 s >-z u w z , 0 <! °' f--<L 1 .43 .59 77 2 Q b 2.36 5.50 5 C .38 z ::': -3 < a 3.00 197 1 1. 35 -= 0 (/) CL b 93 .0 w = z (.) < = --..J C 2.30 197 1 1. 73 1 .22 ~ :::, 0 -<i: d 102.50 w z ~ a: "' -Q e 2.30 197 1 1. 73 1. 22 = """ > CL ~ :c f 9.87 1 06. 50 w co ' g 1. 83 226 1 .95 < -z h 6.44 1 5 .0 w = 0 :cc I i ~ 6.44 15.0 w -w -' a: DESCRIPTION LOCATION z w -> 0 ~ u 0 :, >-:, :c " C> --X w < :c " M M 0.93 TYPE-OL INLET, GUTTER DEPRESSION 31 M LT 58+55.50 ([_ RTE .65 450 mm RCP / CONCRETE ENCASEMENT TYPE-OL INLET, 1 .04 18. 5 M LT 58+44 ([_ RTE GUTTER DEPRESION .85 600 mm RCP I CONCRETE ENCASEMENT TYPE-OL INLET, 11.5 M LT 58+38 ([_ RTE 0.85 GUTTER DEPRESSION .45 450 mm RCP / CONCRETE ENCASEMEN JUNCTION 11 .0 M LT 58+44 'i_ RTE STRUCTURE NO. 1 MANHOLE NO. 1 3. 5 M LT 58+4 5 {[_ RTE 1 2.30 600 mm RCP MANHOLE NO . 1 4 M LT 59+36.50 ([_ RTE 2.30 600 mm RCP MANHOLE NO. 1 4 M LT 60+38.50 'i_ RTE 600 mm RCP I 2.30 CONCRETE ENCASEMENT PRESSURE MANHOLE 4 M LT 61+50 ([_ RTE 1 .30 450 mm RCP .30 450 mm RCP 20 <O 60 BO IUSERNAME =-) tcop i n::o ' ' ' ' DGN FILE =>c03000i09.dgn 0 0 0 z 0 >-z :c V, " w z >-f-< V, --' >-z Q. V, :, w w w C> C> C> < < < z z z ---< < < a: a: a: 0 0 0 1 0-1 1 a D-1 b 1 0-1 C 0-1 d 1 D-1 2 Q D-1 b 1 0-1 C 0-1 3 a D-1 b 1 0-1 C 0-1 d 1 0-1 e 0-1 f 0-2 g 0-2 h i SUBTOTAL 01srl COUNTY I ROUTE 12 I Oro I 1 I R23.8/26.1 I 26 I 57 ---------~12/28/95 fil'-ottssio,. REGISTERED C!VJL ENGINEER ~<;,~(: 8-4-97 (;;0/ T. NGUYEt~ ~~C47660 I~ PLANS APPROVAL DATE «-• "' '-====="-'=-=------" ~ ,cp\ 2/31 /95 * ~ The state of Col ifornlo or !ts officers -,.. or agents shall not be responsible for J''4,-f CIVIL ,,,_ the oc:curocy or completeness of electron;c OF CAL\fc,# copies of this pion sheet. DRAINAGE QUANTITIES D-9 I cu ,2222 I EA 030001 ----··-·· - ~ ' [ ~~ -~ -- ll II ~~ ~~ WW ,, <-oe -~ ~ e ' ~ ~ " ' 3N I I I I DI STI COUNTY I ROUTE I \lHitEi~iJ~?V 1sHNEoETI lHrtrls ~,;, 12 1 Ora I 1 I R23.8/26.1 I 21 I 57 12/28/95 ES REGISTERED CIVIL ENGINEER --~£~0' s,0~~ •' ' LEGEND ::, {. .".) T.NGUYEN 'i 8-4-97 :;;:~47660 I~ 5 : STANDARD JOINT PLANS APPROVAL DATE "-o. "' w : WATER TIGHTNESS JOINT The State of C<:11 lfo.-nfo or !ts officers -+:, xp12/31 /95 * '- or-ogents sh<JI I not l)e n,spcms1ble for-.s'4,< CIVIL ,.,,, the c:,ccur-ocy or completeness of electron,c OF CAL 1f01' copies of this pion sheet. 0 w ► "' en -* REINFORCED > 0 0 z 0 0 0 w CONCRETE PI PE 0 w "' -"' w e--w e-.. -> e-w u I 0 w .. "' ---z "' 0 0 -z u ~ I 0 z z w z -0 0 -w -e-z 0 "' V> ..., I e-w -u "' :,; °' -V> 0 e-V> :,; 0 w w ::, w e-e-.. I w w u e-e-e-e-e-::, V> w-V> ..., z ..., °' DESCRIPTION LOCATION z e-e-0 "' -w u w ::, :,; z .. w u .. z w .. "' -..., ► z °' °' °' 0 .. -:,; -> ..., ► z ::, e-u..., :,; "' ::, u u w °' WO e-0 Q_ V> ::, z °' z "' z..., ~ °' z ~ ~ u e-QC I '-► w w 0 "' 0 z «w w Q_ z -0 0 w w w om ► "' "' u u 0 ---'W W> .,: 0 :,; "' "' "' w en .. .. °' u ---'e--..., 0 E:,; 7 e-e-::, .. .. .. z z °' °' WV, Ou E E I I :,; z z z e-0 0 E E E «w 0 --0 0 u u I w w "' "' ----z "' 0 0 ...,z w .. .. z_ z v>o z 0 0 Q_ Q_ --X .. .. .. :, '-' ~ "' "' ---z .. z o-"' 0 -w w .. "' °' °' -:,; :> ~ "' u-u 0 0 "-:> :> .. :> .. "" Q_ Q_ I I :> 0 0 0 ---'"' w -«w I uo u M3 M3 KG EA M M M M M 4 a 1. 78 1. 39 77 0.92 TYPE-OL INLET, GUTTER DEPRESSION 34 M LT 59+47.30 i RTE 1 D-1 4 a "' b 6.87 16.0 s .45 450 mm RCP / D-1 b w CONCRETE ENCASEMENT w TYPE-OL INLET, z z C 1. 39 77 0.98 21 M LT 59+36.SO i RTE 1 D-1 ~ -1. 78 C '-' w GUTTER DEPRESION z >-600 mm RCP w :::, d 7.08 16.50 s .72 I e-(.'.> CONCRETE ENCASEMEN-D-1 d u z w , z 0 <( "' Q. f--5 1 .43 .59 77 0.96 TYPE-OL INLET, 11 .5 M LT 59+28 i RTE 1 0 GUTTER DEPRESSION D-1 s 0 b 8.0 s .73 450 mm RCP D-1 b C .38 JUNCTION STRUCTURE NO. 1 11.0 M LT 59+36. 50 i RTE D-1 C = 0 e---6 TYPE-OL INLET, 11 .5 M LT 60+24 i RTE « a 1 .43 .59 77 0. 87 1 D-1 6 a e---GUTTER DEPRESSION ~ 0 (/) 450 mm RCP / ~ b 6.01 14 .o b ~ s .70 CONCRETE ENCASEMENT D-1 = (.) « ~ -JUN CT ION M LT 60+38.50 i RTE e---..J C .38 11 1 D-1 C ~ ::, STRUCTURE NO. 1 0 "' e---er: 0 0 = a: N ~ "' TYPE-OL INLET, 1 8 M LT 60+38. 50 (i_ RTE 1 ' e---0 7 a 1. 78 1 .39 77 1.22 D-1 7 a °' ~ GUTTER DEPRESSION Q_'" « > "" -~ ' .. ~ :c b 14.0 s .60 450 mm RCP b -~ = D-1 -- ' AA II 11 « 00 -WW = SUBTOTAL 8 .96 25. 31 385 0 0 38.0 30.5 SUBTOTAL e-e-= e-e-0 00 ~ i GRANO GRAND ~..., ~ 23. 77 66.46 1433 4 3.46 90.50 345.0 Q_ Q_ « TOTAL TOTAL ~ * WW ~ SEE SUMMARY OF QUANTITIES SHEET e-:> 0 4-FOR ADDITIONAL QUANT I TY 0 e-~ ' e---S'"ui" « e---DRAINAGE QUANTITIES s "' ~ a ' • C "' "-D-10 e ' jN - I FOR REDUCED PLANS ORIGINAL 0 20 40 so 80 I USERNAME == > tcop i rzo I EA SCALE IS IN MILLIMETERS ' ' ' ' ' ' DGN FILE > c03000i 10.dgn cu 12222 030001 0 ,. OJ w V, > 0 w w V, "' w > .... w ., "' 0 X w .... ., 0 '-,. ,. OOJ w OJ >-0 «w 0 _JZ w :, " ~ u-u _J"' w ., w I uo u "' w w X--z Ct: " <( z I w N .... <( u :::, w , 0 "' "' .. z :::: z .... CJ < .... "' (/) 0 a_ X V> IIJ z < Q "' .... ,.,_ u. 0 .... 0 z ...., :::E .... IIJ "' ..,, (.) a_ ...., Q u. u. ..,, 0 z @5 ,.,_ --' j ..,, u ,.,_ X 0 ...., .... ..,, .... V> t NOTES: LOCATION OF UTILITY FACILITIES SHOWN ON THESE PLANS, WAS OBTAINED EITHER FROM OWNER'S RECORDS AND/ OR FROM STATE SURVEY'S. UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. ABBREVIATIONS STL STEEL SCE SCG MLCCSP CNB SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS COMPANY MORTAR LINE AND CEMENT COATED STANDARD PIPE CITY OF NEWPORT BEACH LBWD LAGUNA BEACH WATER DISTRICT HP HIGH PRESSURE 750 mm GUNITED w--- 46+00 w > <( w ' R/W R/W •-..... _ ... ;_:" / w <( 400 mm STL HP SCG > R/W -z 0 <.O w a:, THIS PLAN ACCURATE FOR UTILITIES ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 <( z 0 >--<( z 0:: <( u USERNAME => tcap i rza DGN FILE => c03000k01.dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 8-4-97 PLANS APPROVAL DATE The State of Col ifornio or its officers o.-ogents sh<lll not be responsible to.- the occu.-ocy or completeness of electron;c copies cf this plan sheet. AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMP LET ION DATE 12-030004 AL I SOLEHJOU 07-06-98 28 UTILITIES SCALE 1 :500 57 U-1 cu 1 2208 EA 030001 ~ "' ' N ' 0 0 >-w V, "' > 0 w w V, n: w > >--w <( n: 0 ' w >--<( 0 '->->-OCD w "' >--O «w 0 JZ w :, " " u-u JV, w <( w I uo u n: w w Ct'. , __ --z <( " :,: z N w <( >--:::, u w , "" 0 n: ~ :z ~ z ,_ -< CJ ,_ "' 1c CJ) V, :z w -< "' Q ,_ ~ u. ,_ :z 0 w i:!' "' w -< a.. (.) w C u. u. -< 0 z "' 0 ~ j -' -< '-' ~ ' 0 w ,_ i§ -< ,_ V, dP NOTE: UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE [N METERS. w R/W ;;: I ~I o>--·' ·' 750 mm GUNITED STL LBWD w > <( u. <( w _J z Ct'. w I "- I I R/W 686 mm STL LBWD w > <( D 0 Ct'. z w D _J 0 "' DIST COUNTY 12 Oro ROUTE KILOMETER POST TOTAL PROJECT R23.8/26.1 REGISTERED CIVIL ENGINEER 8--4--97 PLANS APPROVAL DATE The State of Col iforn1o or !ts off1ce,.s or ogent,; ,;hal I not be respon,;1ble for the occu..-acy or completeness of electrontc copies of this pion sheet. R/W ,, ,, w--------W---L_l1 t~~~~-'--'-'.-'--'-'.=4=tfi:':'':::":-::y::-:==-==fr:::===:;---:------:------:------:----"--":---:------:------:------:------:---~=:___;=~/1)=:~-=-:-~---:------:---~/--:.r---=····:-':·-=···--==--:: ... -'=-.... ==':.=C,-··-=·-·":·=:'7W-'l+c .. -b-:_':-... :=="··==-.... ==--== .. -=-= .... --= __ ::-:_--= .... -=.-=-'===-... -==5)=s ... Wii-~ll-~-···~-c, .. L.==·--:.-.. ;.-_;.-_;_ .. ;=;·--:.-.. :--... ;.-_:.-.. :--.. _~.,__-;·:-·_;_-._.;.-_:.-_:.-.... ~.-c-J/t--;.-.;.-... ~-=.-.-=.-.. =--.. =.-__ =1.-----j; ---W----------'IL ------5--j 4-'°-'H' -2tr'---£-_jl/ ./ I ,. <( ,, .4_8_-1:Q.Q ---G-_, uJ -z_ -f_) --_J -,: '-' \-4 ~1----: ----G--------G----39±90_ ------G--~+Q_t---~---G-: 1~~~~==-==~~~-=~r---=---=---=-;c=ji7tM-··1 r-=--=--=--=--=-=-=-=-====:::;=====--=-=-=-=,2--~=.~~~---=~---=-==-==-==-==-==--=c-==-=-=-:=f=:~S ..... 7.......~~===-~; "' R/W w > <( <( _J :,: <( D 400 mm STL HP R/W SCG w > <( u. <( u.J -' z Ct'. u.J u. R/W 450 mm CNS w > <( D 0 CIP Ct'. z w D _J 0 "' AS BUILT PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-0:30004 ALI SOLEHJOU 07-06-98 R/W <( ::,; UTILITIES SCALE 1 :500 57 THIS PLAN ACCURATE FOR UTILITIES ONLY. U-2 FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 60 so USERNAME =c) +cap i rzo DGN FI LE = > c03000k02. dgn ----. __ --------------·----- cu 12208 EA "' "' ' N ' 0 0 ,_ w V, a, > 0 w w V, " w > f-w "' " 0 ' w f-"' 0 ',_ ,_ om w a, f-0 «w 0 __,2 w :,o ~ u-u --' V, w «w I uo u " w w a:: ,_ -z <( " I z N w <( f-::,; u w ~ "" 0 " Q. z ~ I-z "" .... (!J "' 0 ' 0.. 1/) V, z w "" "' .... Q ~ .... u. z 0 w ~ "' w "" 0.. w 0 C u. u. "" z 0 g;; ~ I ---' "" '-' ~ ' 0 w .... "" .... V, t NOTE: UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. w > <( w Q_ 0 0:: 0 a) + R/W r-0 \ R/W ---' w I 0 u, <( I- V) w z ---' I u I-<( ::,; w > <( R/W w Q_ 0 a:: r- 0 ---' w I 6 WD I w i > <( V) a:: lw R/W => '1\~ 400 mm STL HP a:: SCG THIS PLAN ACCURATE FOR UTILITIES ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 so w > <( w z ::,; V1 <( R/W -, R/W USERNAME = > tcop i rzo DGN FI LE = > c03000k03, dgn DI ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS ~ ~ N ~ "' + ~ "' u <D 12 Ora R23,8/26.1 8-4-97 PLANS APPROVAL DATE The State of Ca//forn/o or It:, officer:, or a9enf5 5hall not be respollS/b/e for the accuracy or completene5s of electronic copies of this plan sheet. R/W \ w \,~ > <( w z ::,; V) <( -, AS BUil T PLANS CONTRACT NUMBER CORRECT IONS BY COMPLETION DATE 12-030004 AL I SOLEHJOU 07-06-98 30 57 UTILITIES SCALE 1 :S00 U-3 cu 12208 EA 030001 "' '" ' N ' 0 0 w ,. V, al > 0 w w DC V, w > e-w ., DC 0 ' w e-., 0 ',. OID ,. w al e-o «w 0 ~z w =>" "' u-u ~v, w «w I uo u DC w w ,_ -z " z w 0:: e-<( u I w N , <( 0 DC ::,; a. "' R/W z 0 ;:: z ~ C, "' 0 ' c.. "' Cl) z w -< "' Q .... "-0 II. .... z 0 w ~ "' w -< c.. (.) w C II. II. -< 0 z "' 0 ~ j ~ - '&. <( 0:: '-" ::, y a.. _.. V1 'ti "' 0:: ?,, <( _J '2. R/W R/W ~ ----~-55+00 ~ -cK~,y~·~::j~·-· ----·T········I.······ R/W 400 mm STL HP SCG THIS PLAN ACCURATE FOR UTILITIES ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 20 ,o 686 mm STL 250 mm CIP CNS 80 '-" '&. ~ ?o _.. '2. LBWD ~ " - .. ••' , •• - USER NAME = > +cop i rzo DIST COUNTY ROUTE K!LOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 1,; .. 12 Ora R23.8/26.1 12/2 0ec"o"1"s""'r-cc"ec"o""°'c"1cc,-cc",-,E"'","'c-cci,ccc='rn 8-4-97 ~ '-" PLANS APPROVAL DATE Tm Stof0 of Collfom/a or Ifs officers or G!J6nfs shall not be resrxmslble for the accuracy or comp/efen,;,1,s of elecfron/c copies of this pion sheet. ~ R/W AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-030004 All SOLEHJOU 07-06-98 31 UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. UTILITIES SCALE 1 : 500 U-4 57 0GN FI LE = > c03000k04. dgn cu 1 2208 EA 030001 ~ 0 0 N rr a. ., ' ' 0 0 >-w V, <D 0 > w w V, a: w > >-w « a: 0 ' w >-« 0 '>->-0 <D w <D >-0 « w 0 -' z w ::,O " u-u -' V, w «w I uo u 0: w w ,_ -z '-' z 0:: w <( >-I u N w <( , ::; 0 a: .. "' z 0 I-z < I-Cl "' 0 a.. U) V> z w < l!c C '-'-0 IL I-z 0 ..... ,. I-"' w < a.. 0 ..... C IL IL < 0 z "' 0 '-'- ~ I 11P NOTE: UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. 0 N + r-- U) " ,_ V) w :z: -.._J w ::,. ., V) ::, V) V) u ct: 1 9.5 m LT +42.5 TOP EL= 206.3 1.37 m COVER LBWD w > <( 0 I u 0:: 0 9 m LT R/W TOP EL 1. 52 m LBWD +23 = 203. 1 COVER w > <( <( 200 mm ACP I-CNB I-w V) z R/W DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE Tte State of Col/fornlo or !ts officers or 09e:nf1> shall not /.le responsible for tte accuracy or complefene,os of electronic cop/es of this pion sheet. w ::,. <( 9mLT+23 t TOP EL = 203.1 a_ 1 .52 m COVER LBWO 0 Q_ 9.5 m LT +27 0.61 rn TO TOP 1 . 52 m TO BOT SCE 32 57 _6_Q_0_0_. __ -- - -1f-1 -- -- -G----• -• -- = ~~~~~~~~-~-~·~-~·~J~~._·~~=·--=·=--=·~~=•~:c-~=-=····=;lt-·=-=•=~~--~~·~~--½~~~===·~-fG=-1~·=-£-·~-~·~~·-··=·~~~~t~~~~~i~~d~,~=====~:==:===:==='=t-·=···_·l·~~~~~:~~--~/~w~:-~~~~-~~~ w ,~I ::,. ., V) ::, V) V) -u ct: ., :z: w > <( 0 I 400 mm STL HP u 0:: SCG R/W 0 4 m LT +37.5 1 .07 m COVER THIS PLAN ACCURATE FOR UTILITIES ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 so <( I-I-w V) z 0 Q_ 80 4 m LT +42 TOP EL = 204.6 1. 52 m COVER CNB R/W AS BUil T PLANS CONTRACT NUMBER CORRECT IONS BY COMPLETION DATE USER NAME =) tcap i rzo DGN FILE => c03000k05.dgn 12-030004 ALI SOLEHJOU 07-06-98 > <,: >- Q_ Q_ 0 Q_ cu 1 2208 UTILITIES SCALE 1 : 500 U-5 EA 030001 ~ '" ' "' N ' '" 0 0 ► w V, <D > 0 w w V, a: w > f-w "" a: 0 ' w f-"" 0 '->->-O<D w <D f-0 <CW 0 _JZ w ::, " " u-u _JV, w <CW I uo u " w w ,_ -z " z w f-a:: u "" w I , N 0 "" " ::; Q. "' z 8 z ,_ -< CJ ,_ "' 0 (/) 0.. V> w z -< "' C ,_ ..... 0 LI. ,_ 0 z ... j:!! w "' -< 0.. (.) ... 0 LI. LI. -< 0 z "' 0 ~ j ....I -< '-' ..... 0 ... ,_ ;§ -< ,_ V> ifl NOTE: UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. 4 ITT TOP 0 "' + 2.29 0 "' "" ,_ l/) w z _J :r: u ,_ "" ::; LT +75 EL = 194. 9 ITT COVER a::: CNB ' ....I' wl N <{ :r a 4 ITT LT +77. 5 0.92 m COVER TV ;; u "' R/W 7 m LT +55 TOP EL= 190.1 1 .34 m COVER LBW□ "' u w R/W 200 mm ACP CNS 450 mm MLCCSP LSWD 200 mm ACP CNS THIS PLAN ACCURATE FOR UTILITIES ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 so 686 mm ST LBW□ RIW 400 mm STL HP R/W SCG AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE USERNAME = > tcop i rzo DGN FILE cc:) c03000k06.dgn 12-030004 AL I SOLEHJOU 07-06-98 DI ST COUNTY ROUTE 12 Ora KILOMETER POST SHEET TOT AL TOTAL PROJECT No SHEETS R23.8/26.1 33 57 REGISTERED CIV[L ENGINEER 8-4-97 PLANS APPROVAL DATE Tm Stole of Col/forn!a or Its officers or a9e:nts sholl not be respons!b/e for the o,;;curoc:y or completeness of electronic copies or /his pion '"""· I u ,_ "" ::; UTILITIES SCALE 1 :500 U-6 cu 12208 EA 030001 m "' ' "' N ' "' 0 >-al 0 w V, > w "' ' w >-.. 0 '>-0 al w >-0 «w -'z ::, C> u- -' V, «w uo 0: w w ,_ -z " z w >-u w , 0 0: Q. z !::: ,__ ... ,__ ' ~ V, z ... "' ,__ "-0 ,__ :z ... =-,__ "' ... 0.. ... C, ... z "' 0 "- ~ ... '-' "-0 ... ,__ ... ,__ V, 0 w V, > w "' w >-.. 0 >-al 0 w ~ u w I u er <( :r: N <( ::s "' z C, u, w C u. 0 w Q u. u. 0 i t 0 N + "' "' <( 1--Vl w z _j :r: u 1-- <( ::s DI ST COUNTY ROUTE 12 Oca KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS R23.8/26.1 34 57 NOTE: UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. _________ _c12/28 ENGINEER REGISTERED CIVIL ----w--- R/W R/W --------- 400 mm STL HP SCG 0 00 0 er z 0 >-z <( u -4-7 PLANS APPROVAL DATE The State of Callfornla or Its of'flcers or a,;;ents s/xJ/1 no/ be responsible for ft,;, accuracy or completeness of e/ect.on/c copies of this plan , __ 200 mm ACP ~ 686 mm STL LBWD R/W CN8\ ... 2 ~~ 200 mm ACP ~ 0 <O + r-- c-o !_ 1 j -----------,: ~-~ .. ~ ~ <( I. ==---"'-== ,-I Vl "' . ~ ss-oo ; ~~c ~~-i ~~~:;~~~~; :~~;;:~==~~-~=~-~:=·-~=;=_,-=~=~=·.··~=~==~-~~~---=-===-=~=-~-::_=· =•:--:~:··:=~-~:=:_· __ :~:E~:-~-~-r;~-t·==· =7___=··-~=~+oo-=E-=.~=-="=~T=-:_···_-~---=_ •• -~_-~_--------_~_-_-~_-··_·:_~_·_-=---_·_~_-._-._.--:_E._~_-·_c_c_r_···_-·~_----_···_···_···_···_-----:_.E_ •• _, i '""~ "" ,] CNB fE .... "' g ~ THIS PLAN ACCURATE FOR UTILITIES ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 60 80 I G I 450 mm MLCCSP LBWD AS BUil T PLANS CONTRACT NUMBER CORRECT IONS BY COMPLETION DATE USERNAME = > +cop i rzo DGN FI LE = > c03000k07. dgn 12-030004 AL I SOLEHJOU 07-06-98 cu 1 2208 UTILITIES SCALE 1 :500 EA 030001 U-7 ITT 0 0 N ' ~ ~ ~ ~ '" ' "' N ' '" 0 0 w ► V, al > 0 w w "' ~ w > >-w " "' 0 ' w >-" 0 ---► ► om w al >-O "w 0 _, z w ::, " ~ u-u _, V, w "w I uo u <.'.l z "' <{ w "" w ,_ -z ;; I z w >-f-u w , 0 "' '- z z 8 .... C, -< f-"' u, ~ ' V, w z Q -< "' .... .... LI. 0 0 f-z w ;:! w "' 0 -< 0.. w C LI. LI. 0 -< z "' 0 ~ j __, -< u ' ~ l!! i§ ~ V, t CONSTRUCTION AREA SIGNS STATIONARY MOUNTED SIGNS PANEL SIZE SIGN NO. OF POSTS AND SIZES (METERS) 0 C18 1 . 2 X 1 .2 2-102 mm x 152 mm i.,J I-::, 0 0::: QUANT !TY (EA) 2 5TH AV[ __, 0 (:) NEWPORT BEACH i )0:: :a :-1 ,t.u :N ..f=i ;MORNJNqt' .. :p ® C13 1. 5 X 0.6 2-102 mm X 152 mm 2 CORONA DEL MAR NOTE: 1. LOCATION OF CONSTRUCTION AREA SIGNS SHOWN ARE APPROXIMATE. EXACT SIGN LOCATIONS WILL BE DETERMINED BY THE ENGINEER. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 so ,:P· ... i;;.;~'c~;t/3\ ·-._ l~, ~/ a a: iz§ ; 1----: z :o ;o.. \'tc\c·~\\ USE RN AME = > tcap i rzo DGN FILE => c03000m01.dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 8-4-97 PLANS APPROVAL DATE The St<Jte of Col ifo..-nfo o,. Its officers or agents shol I not t:,e responsible for the occtJrocy or completeness of electr-onio copies of this pion sheet. AS BUil T PLANS CONTRACT NUMBER 12-030004 CORRECT IONS BY AL! SOLEHJOU COMPLETION DATE 07-06-98 ROUTE 0 36 CONSTRUCTION AREA SIGNS NO SCALE 57 CS-1 cu 12208 EA 030001 "' "' ' <D 0 ' N 0 ► w V, a, > 0 w w V, "' w > .... w "' "' 0 " w .... "' 0 '-► ► oa, w a, >-□ <CW 0 ~z w '"' "' u-u ~ V, w <CW I uo u 0: w w <.:) ,_ -z z " <( z 3: w .... :,: u w .... , 0 "' ~ z: z 0 ;:: Cl ... .... (/) a:: 0 w " a. V, z: Q ... a:: .... .... 0 0 .... IL z: IL = ~ <C a:: ... a: a. = I-C :: z: is !:!; J ~ ... u " ~ = .... ii ... .... V, It NOTES: 1. ALL THE PAVEMENT DELINEATIONS ARE THERMOPLASTIC UNLESS OTHERWISE NOTED. 2. UNLESS DENOTED OTHERWISE, ALL OIMENS[ONS FOR MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE IN METERS. 3. ALL LANES 3.6 METERS WIDE UNLESS OTHERWISE NOTED. 4. ALL LEFT OR RIGHT TURN LANES 3.3 METERS WIDE UNLESS OTHERWISE NOTED. 5. EXACT LOCATON OF PVMT MARKING WILL BE DETERMINED BY THE ENGINEER. LEGENDS: e PAVEMENT DELINEATION DETAIL NUMBER. ;. TYPE IV ARROW. 2.4 m X 6 m PARKING STALLS. +-CHANGE OF PAVEMENT DELINEATION DETAILS. ----15.2 METERS OF SOLID 100 MILLIMETERS WHITE THERMOPLASTIC FOR LANE LINES AT APPROACH ANO DEPARTURE OF INTERSECTING STREETS. 44+07.567 45+00 46+00-- <( z 0 <.:) w £I] AS BUil T PLANS CONTRACT NUMBER CORRECT IONS BY COMPLETION DATE 12-030004 AL I SOLEHJOU 07-06-98 300 mm WHITE J- J- THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS C SC USERNAME => tcap i rza DGN FILE "'> c03000n01 .dgn TYPE V1 @ 100 m 0 I ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 8-4-97 PLANS APPROVAL DATE The Stcte of CoJlfornlo er its offlcers or agents shal I not be responslble for the occurocy or completeness of electronic copies of this plcn sheet. 300 mm WHITE@ 9 m SPACING 37 57 PAVEMENT DELINEATION PLAN PD-1 SCALE: 1 : 500 cu 12208 EA 030001 A A II II ~ "' ' 0 n ' 0 ~ w V, CD > 0 w w "' V, w > >-w "' "' 0 " w >-"' 0 ,~ ► 0 CD w CD H) <>eW 0 Jz w '"' " u-u J"' w <CW I uo u "' w C) w •--z z <! " ;,: z w > "' <{ ~ N w >-I 0 w f-, a, <{ a, ~ a, + + ~ ~ 0 a: Q. 4 8 >-"' 0 <, + r z <, z c., ~ ,_ Cl) « ,_ "' w 0 " 0.. V, Q n z « "' 0 ,_ + 0 a, n ~ + '-'-u.. 0 ,_ u.. z ... <( ::,; 4 w a, >-> ~ "' <{ 4 >-<{ "' ,_ a: "' « I-0.. ... C, ....J I <{ Cl « z "' 0 ~ j ~ « '-' '-'-" 0 ... ,_ ~ « ,_ V, It ~ "' a, + a, ~ 4 >-"' w > <{ LL <{ w ....J 0 z 0 "' + w "' LL ~ 4 >-"' w ~ 300 mm YELLOW @ 6 m SPACING~ 1 "' LL <{ w ....J z "' w LL ~ 26 38 w > <( Cl 0 0:: z w Cl ....J 0 <.O D[ST COUNTY ROUTE 12 Ora 8-4-97 PLANS APPROVAL DATE KILOMETER POST TOTAL PROJECT R23.8/26.1 The $tote of Col !fornlo or Its officers or agents shell I not b<, r-esponslble for the occurocy or completeness of electron!c copies of this pl,:,n sheet. 300 mm WHITE@ 3.6 m SPACING 26 Cl 0 0:: 4 300 mm WHITE z >-w "' Cl ....J 0 <.O 57 0 AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 USER NAME = > tcop i r-zo DGN FI LE = > c03000n02. dgn 12-030004 AL I SOLEHJOU 07-06-98 PAVEMENT DELINEATION PLAN SCALE: 1 : 500 PD-2 cu 12208 EA 030001 A A II II 0 w >-co V, > 0 w w "' V, w > ,_ w .,: "' 0 w ,_ .,: 0 '>->-0 co w co ,-o .,:w 0 _;Z w :J '-' ~ u-u _, V, w .,:w I uo u w > <( w Q_ 0 er "' "' "' ,_ -z '-" " z z <( "' "" ,_ :r: u "' , >-0 "' .. :@~ .... ro 0 G -~ ..J w I + :r: " 27 ~ 0 I ' I I + V, , ••• , ····"···'· t~' -'·· ..... ,---.. ! .. • © .r ' C _,_ ,_ ·,-sJ+Qo[, j .c r-.. . ...... ,_ 0 ' ' ~···,·-' ... , ... ,, + 0 z 0 ,a ~ ;:: z < ,_ (!1 "" ' a" !/) V, z < w "" ,_ Q V, V, m ro + N 25 0 + V, (0 -.,: V, 25 ,_ 10 .,: V, ,_ V, ..... 0 ,_ 0 z = LI. ~ "" LI. < Cl. c( = C a: ~ < z "" 0 ~ i ~ <( w z ro -::s n (/) n + <( n -, V, n 0 ITT + n ITT .,: 01ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23. 8/26. 1 8-4-97 PLANS APPROVAL OATE The Stote of Cal 1forn1a or lts officers or ogents Shal I not be responsit,le for the occurocy or completeness of electronic coples of this pion sheet. ITT n n V, "" 1 0 -+ + n ~ 39 57 ~p \ I I I ·~ , :_.J: 'j ,_ I \ ?\ ~ I I I ' I I ~.~ /., 7 ' .. .... :1 ~ JW\1r------t----+f---c---'------'"/--+--J-----c"I---I @ 0) V, 38 V, 0 N 7 .,: .,: + ,_ ,_ ~ en V, V, I \ ..... ,,,, ..... , ........... ) ..... ·r \_____j n 0 n w N ro -> ~ + ro <( + :;; V, w :;; (§) + .,: -Q_ .,: ,_ V, 0 ,_ V, .,: er V, ,_ .... V, 0 -..J w :r ' r ·-1 ,. r· 5.2.:i;-.0-0 \, .... = ' , .. ,., ' ' 1 I \ ..... ........... , .. = I ~ v, N --0) 10 WO, w "'"' ~ + + > ~~sq_" i 4; ;!:VJ ,_ v,'-, .,: V, "' ,_ V, .... ' -•• { ... -,.' .... ' ..... , . .' ······ r t .,, 0 ' , •.. ' 5~±,00. .. ,. • ' - ' ~-:- \ I I " ~ "' -+ n V, .,: ,_ V, AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-030004 AL I SOLEHJOU 07-06-98 ·- ' 10 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. ~OR REOUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 GO " USERNAME => tcapirza 0GN FILE => c03000n03.dgn .r ' 0 /, + V, ..... ' r ,---- I .r ' .r © ' , C _, r ··r·· , ......... •••••••· 5 +0'I :r~ ' .c ro V, 0 \ I I I + 0 ~ ~'' ' ' ::e + + n n w V, ITT > .,: .,: <( 29 1 0 ,_ ,_ en en w z -::s (/) <( -, PAVEMENT DELINEATION SCALE: 1 : 500 cu 12208 EA 030001 PLAN PD-3 0 ' N l· l· X X ' ' X X STATE Of CALIFORNIA -DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER CALCULATED/ DATE REVISED BY ~DEccS,_.I.,,_G:.::NEc,D'...-"-B Y'-+--+---+-----+---+--+--t-----t--+--+----i liit lit/'l,ans TRAFFIC DESIGN T.H.WANG CHECKED BY ., no .. r mo m -a ac 0 -m zo n -r r> rZ -· ~o "" m-,o --z > r 01 ~I ti ~I ~1 oc 0~ zm " ,z l•-J,, rZ mm 11 II V V 0 ➔ on ~o au 0 -• o, 0 N 'i; 0 u "' 0 0 C N N 0 "' rn ,, 0 ~ 0 0 0 -a I ;;; ,, r ,, z ,, n n C " ,, -a rn " 0 " ,, ,, < rn z rn z -a 0 rn r z rn ,, -a 0 z 0 z r -< "Cl J:, < m ii: m z u, .... n ,, :;; 0 .. m r u, -g z m J:, -I 0 z "Cl r "Cl J:, 0 Z I .i:,. MARGUER !TE AVE O O O 0 0 O "' " z ,, " -a r rn " "" 0 ,,. -I -In :,:,, 0 0 ""' 0 z ~ ~ m ~ OJ ~ = I --1-<rnr- rn " .. Ii I~ I~ ; I LAST AEVISION DATE PLOTTED => 11-APR-2005 12-01-95 TIME PLOTTED=> 13:28 l-4'>'-ts ~s1.,.s,, .· , -"u"' ~ -11,-1:_ ~A ~ \:'., ® MARIGOLD AVE Match Line Sta 57+20 MARGUER !TE AVE ~ 0 0 3 3 " =o ~sr A 5 ;;1 + 8,3 ., ~ m 3 u, ,, ,, n z C, .STA I --~+.2.J ~ ~ 0 0 ~ " I -a rn STA57+04.6 DATE REVISED '-ts_,,U,? sr 41,-1: -4 54-;. 64 ~ 0 'l ' !: " i i i, • ~ ~ . ....... -~- " r ~"' •' >A " ' ""' "~ 0 < ~ 0 > ;;: " " m 0 ;; " 0 " 0 0 0 < 0 z 2 z 0 iJ1~ N ' N "' 0 NI~ 018 > C 0 ~ " 0 ~ " ,, o-N er ~ ,o . '~ "'"' , or No> (!) ;ii,;i ~ ~~ " u, liiib -J ~; 0 ,_ w V, ro > 0 w w QC V, w > f-w <C QC 0 ' w f-<C 0 ',_ ,_ oro w ro f-0 <CW 0 _,2 w :J'-' "' u-u -' V, w <CW I uo u w > <{ V, QC w w (.'.) ,_ -z z '-' ., z ;;: w f-:,: u w r-~ 0 :::, 7 ~ V, V, w ~ -+ u ~ ro "' m + ~ :2 " 0 m f- V, " f- I V, QC Q. z 8 z .... -< .... CJ "' " ~ (/) V, z w -< "' .... Q ~ 0 .... 0 z ..... u. "' .... u. "' -< <C 0.. ..... C a: I- -< z "' 0 ~ j __, -< '-' ~ ' 0 ..... .... ;§ -< .... V, It " f- V, w 300 WHITE > mm @, 3.6 m SPACING « 0 300 mm WHITE @, 1 m SPACING ~ 29 1 0 ...... _'J_'._::_: ---- -----;ciS+p9 w ~ 0 + w m 0 '" ~ m 1 0 m n > + + « ro « ro V, f- V, 0 V, « f-V, « I « f-f-u V, V, "' 0 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 ao w > « « f-f-w V, z 0 "- DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL-PROJECT No SHEETS 12 Oro R23.8/26.1 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE The State of Cal !fomla or-its officers or-agents shtl! I not t>e r-esponslble for- the 0<:cur-ccy or-completeness of electronic copies of this plan sheet. 41 57 w 300 mm WHITE@ 3.6 m SPACING > « « f-n ~ f-w ~ n "' m f-z + + 0 '" 29 m 0 "-V, m « « f-f- V, V, « f-V, (0 ~O+.OO. N w N + :> 0 w <,: « >- f-a_ V, a_ 0 a_ w :> <,: n 38 © C AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMP LET ION DATE USERNAME => +cap i rza DGN Fr LE = > cD3000n05. dgn 12-030004 ALI SOLEHJOU 07-06-98 PAVEMENT DELINEATION SCALE: 1 :500 cu 12208 EA 030001 PLAN PD-5 A A II II m '" ' ~ 0 ' N 0 ,. rn w V, > 0 w w QC V, w > >-w « ,go-QC 0 ' w >-« 0 ',. ,. Orn w rn >-0 «w 0 -' z w ::, " "' 25 u-u -" V, w « w I uo u QC w (.'.) ,go-w ,_ -z z " <t ,:;; z '"' 'i w :l >-I u I-w ~ a ~ ~ z 0 ;:: z < ,- "' C, 0 0.. V, "' z < w g; u.. Q 0 ,-0 z ..., "' II. ,- "' II. < 0.. ci: ..., C a: I- ;'.:'; z "' 0 ~ j --' < '-' u.. ' 0 ..., ,-i < ,- V, It "' THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 so 60 so AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE USER NAME = > tcap i rza AU SOLEHJOU 07-06-98 0GN FI LE = > c03000n06. dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 42 57 REGISTERED CIVIL ENGINEER 8-4-97 PLANS APPROVAL DATE The State of Califor-nlo or-lts officer-s or-agents shal I not be r-esponsible for the accuracy or-completeness of electr-onic copies of th!s pion sheet. PAVEMENT DELINEATION SCALE: 1: 500 cu 12208 EA 030001 PLAN PD-6 A A II II m "' ' .,. 0 ' N 0 w ,_ V, <D > 0 w w "' V, w > >-w ., "' 0 0 ' w >-., 0 " ',_ ,_ O<D w <D >-0 0 «w --'z w :,O ,,_ u-u --' V, w «w I uo u "' w w ,_ -z " ('.) z z w <( >-'"' 0 w , I 0 f--"' Q. z z 8 CJ .... < (/) .... 0: 0 w c.. ' V, C z < 0: .... 0 ~ IL. .... z IL. '-" "' ci:: .... 0: a: < c.. I-'-" C < z 0: 0 .... -' j < u .... 0 '-" .... i§ ~ V, It & < E < 0 fl ..., ~ § 300 mm WHITE@ 3.6 m SPACING " @ 27B 27B AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-030004 AL I SOLEHJOU 07-06-98 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 60 ao USERNAME => tcop i rzo DGN FI LE => c03000n07. dgn 10 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 12/28 "R0E_O_l _S_,-,-R-E0o~,-, -,-, -,-,"N-o~, N-,0,=R 8-4-97 PLANS APPROVAL DATE The State of Cal tforn!a or Its officers or agents sher I I not be responsible for the accuracy or completeness of electronic copies of this pion sheet. G 43 57 PAVEMENT DELINEATION PLAN PD-7 SCALE: 1 : 500 cu 12208 EA 030001 -,-~~----------------~--------------~--------------~-----------------------------~ 0 >-w V, "' > 0 w w V, O'. w > >--w <! O'. 0 ' w >--<! 0 '>->-O<D w "' e-o <!W 0 ~z w ::,c, ~ u-u ~ V, w <!W I uo u "! "' O'. w <.:l "' + "' w z ,_ -z <( " "' 27B 26 "' <! >-z "' w 2.4 m >--I u w 0 "' + , f-0 O'. CL ~ "' a ----\:._9;-------.... "' • C "' . z z 0 C, ;::: <C u, .... "' w 0 ' 0.. Q V, z .J 2 m @) N "' + "' "' <! >-"' <C "' (.) .... ~ II. .... II. z ~ <( "' a: <C 0.. I-'-" C ~ z "' 0 .... --' j <C u .... ' 0 '-" .... <C .... V, t 300 mm WHITE@ 3.6 m SPACING 10 10 ;; + "' "' ,, >-"' 0:: 0 0 z <( _J I "' I 0 uJ :::, <( u (/) uJ 0:: 0 I (/) 0 Lu :::, <( u 300 mm WHITE@ 3.6 m SPACING 10 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 8-4-97 PLANS APPROVAL DATE The St<Jte of Col lfornla or its officer-s or agents shol I not be responslble for the accuracy or completeness of electronlc copjes of this pion sheet. 44 57 ~-----~------~------ --- 10 AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMP LE TI ON DATE 12-030004 ALI SOLEHJOU 07-06-98 PAVEMENT DELINEATION THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. SCALE: 1 : 500 PLAN PD-8 FOR REDUCED PLANS ORIGINAL SCALE JS IN MILLIMETERS 0 20 '° 80 USER NAME = > tcop i rza DGN F ! LE = > c03000n08. dgn cu 12208 EA 030001 II II "' "' ' ~ 0 ' N I I I DISTI COUNTY I 12 I Ora I 1 I R23.8/26.1 I 45 I 57 12/28/95 oH->s, R~E~,~,~S~oE~R~E~D~C-i'-,-,~,N~G~l~N~c='rn ~~?, 0.'v,;r( •' e :;;"' u ······-~ 8-4-97 I ~t~r,040319 I ~ll PLANS APPROVAL DATE xpJ2=..3.l.::..9. 'J.- The State of CollfO!"nlo or lts officer-s {I. CIVIL * or agents shCII I not be respons1t,le for J'_,.4 ,;,.'-,.. the occurocy or complet,mess of electr-onlc ~ OF" CAl-l~cf' copies of this pion sheet. -=- 0 w >-V, m -> 0 w w a: V, -w THERMOPLASTIC PAVEMENT > >-THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKER w -< MARKING a: 0 ' w (Ml (EA) (M2) >-@ 8 @ €) 8 NON REF LE CTI VE REFLECTIVE -< 0 w z -" ..., '->-" 0 >-om >-0 w ..., w w w -w m ..., >-..., >->->-:,s e-0 ..., -w ----«w 0 w I >-I I I ..., -'z w >-" " " " V, V, '"' ~ w w w -' u 0 0 ..., 0 >-z 0 -' 0 u---m 0 0 ---"" --' V, w ---""w I ..., ..., => -' ..., ..., I ..., ..., >-..., uo u z 0 0 0 0 0 0 " 0 V, 0 0 0 V, V, 0 V, V, V, ..., V, V, z STATION --> "" " >-E E E E E E « 0 " I V, > V, -E z E z E >-u E E E E E E " "' E 0 E -E w w w w w w 0 w 0 w " ~ w "' 0 0 0 0 0 0 0.. 0.. 0.. 0.. a: 0.. a: 0.. 0 « 0 a: 0 I -0 0 0 0 0 0 >->->->-a: >-a: >-0 -0 « 0 V, 0 ----N N >->->->-« >-« >-n 0 " 0.. -a: w l<A 36 6 4 12 0.57 w PD-1 46+60 -47+40 31 ,_ -z le) ~ -" z NB 31 89 36 6 • 4 5 z "" w "' l<A 4? 224 -o 102 18 29 1" 16 8 4.59 91 6 >-I PD-2 4 7+40 -50+80 u ?Q6 w NB " 106 48 96 18 24 17 4 15 3.57 , f-0 ,--1' C 4.23 a: PD-3 SB 290 91 57 96 26 25 7 11 ll. 50+80 -54+20 NB 183 280 106 73 90 26 28 14 10 7 14 3.90 PD-4 54+20 -57+20 SB 7A 1 53 147 48 131 % 12 25 14 11 26 1 8 3.09 i>IA 151 91 120 78 14 32 12 10 23 3.12 SB '°" ' --,--90 34 24 6 10 21 11 3.60 z PD-5 57+20 -60+60 ~ NB 392 122 77 84 34 29 6 8 20 1 3 2.79 .... < SB 'AA 30 44 132 29 --3 1 .08 .... z 60+60 -64+20 ct: PD-6 0 C, 24 1.11 ' a.. NB 140 30 88 132 35 3 V, -z < 1/) SB 286 so cc 1 86 29 23 3 14 ct: 64+20 -67+80 .... w PD-7 Is Q NB 287 30 56 186 30 23 3 14 AS BUILT PLANS .... PD-8 B 8? 15 5S 60 19 11 3 9 z (.) 67+80 -69+35 CONTRACT NUMBER 12-030004 ~ ...., 0 ~ -NB as 15 60 10 11 6 CORRECTIONS BY ALI SOLEHJOU 0 N ct: LI. ' < SUBTOTAL 1 ---1 82 -00 O?o 00 182 31 .65 COMPLETION DATE 07-06-98 ~ a.. LI. 531 2091 1088 909 220 1 560 12 80 Qm ...., -< N Q ci: TOTAL ' .. ---4-B&--1-1-f",--+SW---'1-84----~ ' a: --I-4375 1070 1873 1216 457 A A < II II z 00 w w ct: >-~ 0 ~ >-~ I 00 ~ -' _, QQ < '-' w w ~ ~~ PAVEMENT DELINEATION "" -' 0 0~ ...., ~ .... < QUANTITIES z~ .... s"' V, a , " "' di PD-9 <O a I SN ,_ I FOR REDUCED PLANS ORIGINAL 0 20 " 80 80 USERNAME => tcopirza I EA 030001 SCALE IS IN MILLIMETERS ' I ' ' ' I DGN FILE > c03000n09.dgn cu 12208 -----------:.,,.":':_ ------.---~--- I I I DI srl COUNTY I ROUTE I %11~Ei~iJ~~v 1sHN~ETls~OETE\Ls ~•k 1 2 I Ora I 1 I R23.8/26.1 I 47 I 57 ROADWAY QUANTITIES 12/28/95 otEss, REGISTERED CIVIL ENG I NEER ~I' -0N4 ' '%" .~' '• $ MAZHAR "2. z ,_ --0 0 8-4-97 ~ 1 048436 I ~ll * 0 X u. -w z <( aJ z z z PLANS APPROVAL DATE ·~· ,_ z w :,; -' -6-30-96 1--w <( :,; w 0 -,_ u -{( xp. ___ * z w w ,_ u w u Q.:,; <( ,_ w -z "' w w aJ The State of Col iforn!o or its officers ,..r,,.,, Cl VIL ,e,'-,,. 0 0 -,_ ::, ..., w E 0 ..., "' "' u w w "' or ogent6 shol I not be respooslble for ,_ ..., z WW E Q. > >-:,;"' w 0 u " ,_ -V, 0 <( ,_ 0 >oc: E ,_ "' w "' <( 0 ,_' 0 z <( 0 -:,; u. -> -w -w the occun:icy or completeness of electronic I: 0. CAll,'ff w ,_ ::, I "' w I >->-OU V, w 0 "' u ,_ 0 Q. N ' -~ -X z ,_ "' w z "' 0 0 u 0 Q. cop!es of this plan sheet. WO STATION u 0 <( Q. u V, V, -u > Q. :,; > <( -, z V, V, ,_ V, :,;z 0 z ..., .x -aJ -aJ :,; >-iJiz w 0 <( w ::, 0 0 WO 0 ..., --z -z <( UN<( <( V, > <( <( <( w u ..., u ,_ "' 0 Q. Q. 0 :,; 0 0 u 0 "' Q. <( aJ Q. Q. w Q. <( :,; "' Q. aJ Q. oc:u -:,; u <( «_:,; -u. "' u. "' <( <( --,_ u -u -0 EA EA m3 m m3 m2 TONNE TONNE TONNE m2 m m 0 L-3 50+80 TO 51+57 SB 6.08 12. 56 w >-V, <D -> 51+72 TO 52+66 SB 7.05 14. 57 0 w w "' 52+66 TO 52+69 SB 1. 32 4.0 1. 81 V, -w > ,_ w <( 52+77 TO 52+82 SB 0.53 1.01 "' 0 ' w >-52+82 TO 52+87 SB 0.38 0.78 <( 0 53+94 TO 54+20 SB 6.45 13. 33 '>-51+20 SB 1 1. 95 4.03 O<D >-w <D >-0 53+61 SB 1 <( w 0 _, z w :, " " u-u _, V, w -<W I uo u L-4 54+20 TO 57+20 54+51 NB 1 8,608 981 930 3 .01 600 54+55 NB 1 er w w 54+60 NB 1 2.60 2.60 z ,_ --~ " 0:: z 54+78 NB 1 w "" >-:c N 54+86 NB 1 8.00 9. 1 u "" w , :::, 0 55+52 TO 55+62 NB 6 er a. " 55+89 NB 1 55+92 NB 54+20 TO 54+80 SB 4.50 9.30 z 54+95 TO 55+79 SB 6.30 13.02 0 ;:: z <C CJ 56+49 TO 56+57 SB 4.20 12.24 >--"' -0 II) ' 0.. w 56+57 to 56+61 SB 0.53 = 1 .01 z Q <C "' 56+70 TO 56+74 SB 0.53 >--1 .01 ... ~ 0 56+74 TO 57+20 SB 3.45 7 .13 >--AS BUILT PLANS z w m w CONTRACT NUMBER 12-030004 "' 0 54+55 SB 1 0 >--0 "' -CORRECT IONS BY ALI SOLEHJOU N <C ... ' 0.. 54+68 SB 1 COMPLETION DATE 07-06-98 ~ w ... ~o C 0 ~~ ' .. ' 55+04 SB -~ -- A A <C SB 1 II II z 55+51 00 "' WW 0 ~ ~ .... 55+68 SB 1 ~ >- J 00 --' _, ~ <C ~~ u 55+77 SB 1 w w ~ ~2 ' /4 -SUBTOTAL 19 53.87 4.0 103.50 8,608 981 930 3.01 600 0~ w >--i SUMMARY OF QUANTITIES ;::: '"' s"' = " ' dP Q-2 ,~ <Q e ' jN ~ I FOR REDUCED PLANS ORIGINAL 0 20 '° 60 ao l USERNAME :::) tcopirzo SCALE IS IN MILLIMETERS ' ' ' . ' ' DGN F [LE -> c03000o02.dgn cu 12208 EA 030001 ----~--------------------------~~----------------------~----------------------~-----------------------~----------------------7 0 ,, w V, m > 0 w w V, "' w > >-w 4 "' 0 w~ ~ >-'" '" 4' ' 0'" '" _J Q_ _J I ,,, ,, om w m >-0 4W 0 ,,,,z w :,O "' u-u -' V, w -,w I uo u "' w w :,; z <t " I z w Q_ >->-u 0:: w z ~ w a "' :,: ~ 8 z .... C, ... .... II) "' ~ w V, C z ... "' .... ..J "-0 cc .... () z "' "" .... a: "' ... I-a. "' 0 C w ..J ... w z "' 0 "- ---' j ... u "-0 "' .... ... .... V, e NOTES: (THIS SHEET): 1. ABANDON EXISTING LOOPS, UNLESS OTHERWISE NOTED. SPLICE NEW LOOP WIRES TO EXISTING DLC. EX[STING TRAFF[C SIGNAL SYSTEM TO REMAIN. --- ------------ II\ -- ------ ':l.c~~x' -_ 1 pl'O1sc• - Ss-~'Lr C _,__ l -----\ "'10 c1<O --10 .z ' ~ c~ I \ I I ----- i C) 'i .-' y' '.L \ pR01EC1 l- 3,6 II\ 3.6 (I\ 1.'l II\ \ 3.7 m 4.3 m AS BUil T PLANS CONTRACT NUMBER CORRECTlONS BY COMPLETION DATE 12-030004 ALI S0LEHJ0U 07-06-98 4.0 m 3.7 m 7.9 m NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN M[LL!METERS 0 20 so 60 USER NAME "> +cap i r-za DGN FILE => c03000u01 .dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 REGISTERED ELECTRICAL ENGINEER 8-4-97 PLANS APPROVAL DATE The Stote of Col ifo,.nio o.-lts officers or agents shal I not be responsible for the c:,ccurocy o.-completeness of electronic copies of this pl<:,n sheet. INDUCTIVE LOOP DETECTOR SCALE 1 = 200 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN cu 12390 EA 030001 49 57 "' u UJ "' u UJ u UJ E-1 0 0 ' 0 0 ' 0 0 I I o I sTI couNTY I ROUTE I %\'l~Ei~iJ~~Y l5HN~ETI sW,Zlh ~ri• 12 I Oro I 1 I R23.8/26.1 I 50 I 57 12/28/95 on:ss, REGISTERED ELECTRICAL ENGINEER ':'~~I'-o,,4< •' ' :;;"' H. PHAM 1-':'.. 8-4-97 ~-~o. E1'3724 I~ PLANS APPROVAL DATE "' G/3Q/gg "'I-- The Sfote of Col 1fornlo or Its offlcere {( xp. __ ~/ * or <Jgents sh<JI I not be responsible fer J''4.,,.~, ... the accuracy or completeness of electronic O OF CALI~ copies of this pion sheet. > <( 0 0 0 0::: >-w z a, ~ w 0 > 0 w w "' ...J ~ w 0 > >-(.'.) w ., "' 0 WITT ITT >-'" m ---., ' ' q] ~ II Om '" 6 " -__J Q_ q t}~ :-~-> PROT~CT TO __J I L_ ,>->-TO EX I ST. LIGHTING CIRCUIT. EXIST. SIGNAL INTERCONNECT SYSTEM. ,r oa, j 'r'x'l '" ; •. o,,_ TO w "' TO EXIST. SIGNAL INTERCONNECT SYSTEM-~-' •0 ,u;:_ --\'Z\ EXIST. LIGHTING CIRCUIT. >-0 , _, / ,, _, -___,.' -,w 0 -'z w ~ TO SIGNAL @] ffiJ ~ ~ :,o "' 54.8 m u-u STANDARD 10 -' V, w 5.8 m rn TO CROSSWALK-<tW I 5.8 rn 212L uo u \ I \ --------~ -------~ --\ I 3 .0 m --212U 3.4 m I I , "' •7 ,_, "' 2 1. 8 m \-, ) ~ ~ Q D [J □ 5J1U 3. 4 rn w w <( [OJ [OJ [] [t = I 3.0 m 1 I 1 U _;j 1 .8 m ,- " Q_ I v z 6J2U [] ~ w 3.4 m 3.4 m >->--u -- ---~ ----,------w 0:: 6J2L n ~ z 54.8 m TO CROSSWALK I 0 Cl\-ROUTE 1 5.8 m "' w a. I 5. 8 m ~- ................ ::; z z 0 ;:: C, '7,6. "" NOTES (TH IS SHEET): >---"' fl) a" w Cb V, 1. ABANDON EXIST. LOOPS, UNLESS OTHERWISE NOTED. z Q % "" "' >--~ ~ ..J rn SPLICE NEW LOOP WIRES TO EXISTING DLC. >--ci: -b AS BUil T PLANS z -CTI EXISTING TRAFFIC SIGNAL/LIGHTING C !RCU IT TO REMAIN. cl CONTRACT NUMBER 12-030004 ~ w a: 0 ~ ALI SOLEHJOU 0 I-CORRECTIONS BY N "' GJ §iii 4 # 14, §g 27 C. c:c "" CJ mm COMPLETION DATE 07-06-98 0.. ~ N w ~n Q w ' ., []] RELOCATE EXISTING 02 (PED) AND 08 (BIKE) PPB. POST -n ' ..J --w A A "" TO 0.3 m NORTHERLY, OR AS DIRECTED BY THE ENGi NEER. II II z DD [ill w w "' INSTALL 27 mm C WITH REUSED 4 # 14. >->-0 >->-'-'-00 -' ~ ~ ~ "" CT] REPLACE EXIST. pb, ADJUST NEW PB TO GRADE. a. a. u w w ~ ~= ~-D~ w INDUCTIVE LOOP DETECTOR ~ >--"" z O >--SCALE 1 = 200 e o V, a ' NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. 0 O lt ALL DIMENSIONS ARE IN z O E-2 -' METERS UNLESS OTHERWISE SHOWN Oo "o I FOR REDUCED PLANS ORIGINAL 0 ,0 '° so ao I USERNAME = > tcop i rzo I EA 030001 SCALE IS IN MILLIMETERS ' I ' ' ' ' ' DGN FI LE -> c03000u02. dgn cu 12390 0 w ,. V, a, 0 > w w V, "' w > f-w "" "' 0 Wm m ,-. m m ""' ' om m _j o_ _j :r: ,,. ,_ oro w a, f-0 «w 0 --'z w :,o "' u-u --'"' w «w I uo u 5.8 m "' w w z 3.4 m 0 2 z <( w :r: 1. 8 m ,-. o_ u >-w 3.0 m , C: 0 z "' w Q. 3.4 m :r: 85.3 m TO CROSSWALK 5. 8 m z z 8 C, ,-.. <C ,-.. "' "' 0 0.. w "' z C <C "' ,-.. ..,_ -I 0 <( ,-.. z 0 ""' :::E ,-.. a: "' <C I-0.. ""' 0 0 NOTES (THIS SHEET): w -I <C w z 1. ABANDON ALL EXISTING LOOPS. "' 0 ~ I I ~ <C u ..,_ 0 ""' ,-.. <C ,-.. "' [I) SPLICE NEW LOOP WIRES TO EXISTING DLC. [Ij EXISTING TRAFFIC SIGNAL SYSTEM TO REMAIN. It :::,. <'{ >--Q Q 0 Q :::,. <'{ >-- Q Q 0 Q Q c:, ...J ,.,_, N <'{ :r:: NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN M[LLIMETERS 0 20 so USERNAME = > tcop i rza 0GN F ! LE =) c03000u04. dgn 3 0 I ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS Q a ...J ,.,_, N <'{ :r:: 12 Ora R23.8/26.1 REGISTERED ELECTRICAL 8-4-97 PLANS APPROVAL DATE The St<:1te <:1f C<:11 lf<:1ml<:1 or ft,. <:1fficers <Jr <Jgents 5h<ll I not be resp<:1n&1ble f<Jr the <:1ccur<:1cy or completene5s of electronic copies <Jf thl& pl<:1n sheet. 0 / 85.3 m TO 9.0 m CROSSWALK J 2 I 2L 3.4 m l2I2U 3.0 m 1. 8 m 3.4 m 5 .8 m ROUTE AS BUil T PLANS CONTRACT NUMBER CORRECT IONS BY COMP LET! ON DATE 12-030004 ALI SOLEHJOU 07-06-98 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN INDUCTIVE LOOP DETECTOR SCALE 1 ~ 200 cu 12390 EA 030001 52 57 E-4 II II 0 0 ' 0 0 ' 0 0 I D w >-V, "" > D w w nc V, w > r w "" nc D Wm m Hn rn ""' ' D rn '" _J o__ _J I ,,_ >-D CO w "' r-0 «w D -'z w =>" ~ u-u -' V, w -<W I uo u nc 2 w w <( z " I z o__ w r >--u 0:: w , z 0 nc w a. I ~ z .... (!J ... .... "' "" 0 w Q. "' Q z <C "" .... ..J ~ 0 cl: .... () z '-" i:! a: "" <C I-Q. '-" () 0 w ..J ... w z "" 0 ~ -' j ... '-' ~ 0 '-" .... .§ <C .... "' • 5.8 m 3.4 m 4.9 m rc:L 5.8 m 3.4 m ~::: 111U [Q}~,--cii-.:-.cc~_J--if-,-:-]-· -5 )' 3.4 m NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 0 0:: z 0 >--z <( u Cl z z 0::: 0 :::e 60 DI ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora R23.8/26.1 REGISTERED ELECTRICAL ENGINEER 8-4-97 PLANS APPROVAL DATE The State of Col lfomlo or its officen; or agents sh<JI I not tie r-espons/ble for the accuracy or completeness of electronic copies of this pl<1n sheet. 53 57 AS BUil T PLANS CONTRACT NUMBER CORRECTIONS BY COMPLETION DATE 12-030004 ALI SOLEHJOU 07-06-98 =~~ ROUTE 85.3 m 5. 8 m .~ ~.... c TO CROSS-WALKi .. -.-.-ZIZL ,._l 5.8 m 2 ' 3.4 m 2I2U .. J 5J1 U NOTES (THIS SHEET): 1. ABANDON ALL EXISTING LOOPS . 3.0 m 1 . 8 rn 3.4 m 5. 8 m @ SPLICE NEW LOOP WIRES TO EXISTING DLC. Cl] EXISTING TRAFFIC SIGNAL SYSTEM TO REMAIN. USERNAME => tcop i rzo DGN FILE => c03000u05.dgn INDUCTIVE LOOP DETECTOR SCALE 1 = 200 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN cu 12390 EA 030001 3. 4 m 4.9 m 3.4 m 5.8 m E-5 ~ 0 0 N A A II II 0 0 ' 0 0 ' 0 0 0 ► w V, a, > 0 w w V, a: w > >-w <( a: 0 Wm m >-m m <(, ' om '" _J Q_ _J I '► ► om w a, ,-o <(W 0 ...,z w =>" ~ u-u --'"' w <(W I uo u a: w w "' z « " I z w Q_ >-~ u ct: w z , w 0 a: :c <L z z 0 CJ >-""' >-"' "' ~ w V, Q z ""' "' >-.... ...I 0 < >-0 z ""' ::,; >-a: "' ""' I-a.. ""' 0 C w ...I ""' w z "' 0 .... ..., j ""' u .... 0 ""' >--§ ""' >-V, It NOTES (THIS SHEET): 3.4 m 3.0 m 3 .6 m 1. 8 m 3.6 m 3.6 m 3 .o m 1. ABANDON ALL EXISTING LOOPS. ROUTE 1 I1U W SPLICE NEW LOOP WIRES TO EXISTING DLC. Cl] EXISTING TRAFFIC SIGNAL SYSTEM TO REMAIN. c,up.' ... __ --.. ------. ___ ··-... _. _-- - 3 \ C C J~ 0 0:: (/) w 0:: 0 I (/) 0 w 2 <! u 0:: 0 0 z <! _J I (.'.) I 0 w 2 <! u m'-;1 :_ I ~,=:,.J~=:·J -<,,,-,p=""'J p, 5J1U ROUTE NOT: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. 0 20 so 80 USERNAME = > +cop i rza 3.6 rn 3.6 m 3.6 m 3.6 m 3.6 m 2. 7 m DI ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOT AL PROJECT No SHEETS 12 Ora R23.8/26.1 REGISTERED ELECTRJCAL 8-4-97 PLANS APPROVAL DATE The Stote of Col !fornfo or lts officers or agents sh<ll I not be responslble for the accuracy or completeness of electronic copies of this pion sheet. 85.3 rn TO CROSSWALK 2l2L 1 1 2I2U 54 57 AS BUil T PLANS CONTRACT NUMBER CORRECT! ONS BY COMPLETION DATE 12-030004 ALI SOLEHJOU 07-06-98 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN INDUCTIVE LOOP DETECTOR SCALE 1 200 E-6 FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS DGN FI LE =) c03000u06. dgn cu 12390 EA 030001 0 0 ' 0 0 ' 0 0