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(---------------- i ' • I "" -' "' C -' "' ;: I d 3' ~ INDEX OF SHEETS Sheet No. I " • 2 3 4-8 9-20 21-27 • Title and Location Map Slandard Plans List Construction Area Signs Pavement Delineatron Plan Electrical Plans Utilily Plans END WORK AND CONSTRUCTION P.M. 16.3 STA. 151•00 -To Huntington Beach P.M. 16.25 The Contractor shall possess the Closs (or Classes) of license os specified in fhe ~Notice lo Conlroc!ors~ on page I of the Special Provisions. , LOCATION "5" P.M.16.05 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY IN NEWPORT BEACH FROM 0.2 MILE SOUTH OF CAMEO SHORES ROAD TO ROUTE 73 NEWPORT CORONA DEL MAR To be supplemented by Standard Plans dated January, 1988 BEACH LOCATION "4" P.M. 15.70 LOCATION" " P.M. 15.41 l> < [" NO SCALE FOR REDUCED PLANS LOCATION "2" P.M.15.10 / DIST COUNTY .ROUTE POST MILE TOTAL PROJEC FMAG-POOI (213) 07 Orn .. .. ,_ "'" -, "'"'~ ···,, 14.6/16.3 ~::>~----.---......... ' \ ' I 1tos .. om,, "'"'"':') ' -----·-____ , ___ .,.r•···· LOCATION MAP -·---------, - ------ LOCATI N "I" P.M. 14.84 To Laguna Beach - BEGIN WORK AND CONSTRUCTION P.M. 14.6 STA. 232•00 Deputy District Director of Transportation Registered Civil Engineer April I 8, 1988 Plans Approval Date Chief, Office of Office Engineer Registered Civil Engineer .,,o,eoo "''e'"' Contruct No. , 07-061814 , FORM DC-0£,as-•: ~"":._· ':.'.:"~"~·:'.:-,___ ____________ j_ ________________ ~----L__'.:O'.'.'.R'::,:o::••.::"~'C::A:::"~".::'":.::'"::c":::':::'_-'=='====='="====-----L---------------------L:-c'._':u'.._:'.07'..:3:':5'.'._1 _______ JEA ;)_6_18_!! _____ ~ ■ A-10A ■ A-10B D A20-A C A20-B 0 A20-C D A-24A D A-248 0 A-24C ■ A-24D 0 A35-A □ A62-A D A62-8 □ A52-C 0 A52-D □ A62-E □ A62-F □ A73 □ A74-A 0 A74-B 0 A75-A □ A75-B □ A75-C 0 A77C.1 0 A77C-2 □ A77-D □ A77-E □ A77-F □ A77-G □ A?S-A 0 A79-B □ A79-C D A79-D □ A79-E □ ABO □ A83 D C7-A1 □ C1-A2 D C7-M3 □ C7-A4 □ C1-A5 □ C7-B1 □ C7-B2 0 C.S-A □ CB-8 D C8-C □ C9-A □ C9-B D D72 □ D73 0 D74 D D75 D D77-A □ D77-8 □ D78 D D80 0 D81 □ D83 □ D84 D 085 □ D86-A □ D86-B D D86-C 0 D87-A 0 D87-8 D D87-C □ D88 □ D89 0 D90 0 093 0 D94 □ D95 GENERAL ROAD WORK Abbreviations Symbols Pavement Markers and Traffic Lines, Typical Details Pavement Markers and Traffic Lines, Typical Details Pavement Markers and Traffic Lines, Typical Details Pavement Markings -Arrows Pavement Markings -Arrows and Symbols Pavement Markings -Words Pavement Markings -Words and Crosswalks P.C.C. Paving Details Excavation and Backfill Miscellaneous -Limits of Payment I Excavation and Backfill Bridge Surcharge and Wall - Limits of Payment Excavation and Backfill Bridge -Limits of Payment Excavation and Backfill Details Concrete and Pipe Culverts Excavation and Backfill Details Reinforced Concrete Box and Arch Culverts Excavation and Backfill Details Metal Culverts Type Ill Barricade and Object Markers Markers and Delineators Survey Monuments Concrete Barrier Type 50 Concrete Barrier Type 50 Headlight Glare Screen Metal Beam Guard Railing -Standard Hardware Metal Beam Guard Railing Barrier and Guard Rail Anchors Cable Anchor Assembly (Breakaway) Thrie Beam Barrier Thrie Beam Barrier Guard Rail Flares Miscellaneous Guard Rail Details Guard Rail Connections to Bridge Rails, Retaining Walls and Abutments Guard Rail Connections to Bridge Sidewalks and Curbs Thrie Beam Connection to Type 50 Barrier Emergency Passageways Portable Scale Pad and Approach Slab Details Reinforced Concrete Crib Wall Battered Walls -Type A, B, & C Reinforced Concrete Crib Wall Battered Walls -Type D, E, & F Reinforced Concrete Crib Walt Vertical Walls -Type· A, B, & C Reinforced Concrete Crib Wall Vertical Walls -Type D, E, & F Reinforced Concrete Crib Wall Type A, B, C, D, E, & F Header and Stretcher Details Reinforced Concrete Crib Wall Foundation Pressure -Battered Wall Reinforced Concrete Crib Wall Foundation Pressure -Vertical Wall Steel Crib Wall -Construction Details Steel Crib Wall -Design Data Steel Crib Wall -Design Data Timber Crib Wall Types A, B, C and D - Construction Details Timber Crib Wall Types A, 8, C and D -Design Data Drainage Inlets -OS, OL, GOL Drainage Inlets -G1, G2, G3, G4, GS, G6 Drainage Inlets -GT1, GT2, GT3, GT4, GO, GOO Pipe Inlets Grate Details Bicycle Proof Grate Details Gutter Depressions Single Box Culvert Double Box Culvert Box Culvert Miscellaneous Details Box Culvert Wingwalls, Types A, B & C Box Culvert Wingwalls, Types D & E Box Culvert Warped Wingwalls Pipe Culvert Headwalls, Endwalls and Warped Wingwal!s Arch Culvert Headwalls, Endwalls and Warped Wingwalls Overside Drains Overside Drains Underdrains Construction Loads on Culverts Pipe Headwalls and Strut Details Pipe Culvert Headwalls, Endwalls & Wingwalls Types A, B & C Drainage Inlet Riser Connections Flared End Sections Concrete Arch Culverts I □ D96 0 D97A □ D978·1 □ D978-2 □ D97C-1 □ D97C-2 □ D97D 0 D97E-1 □ D97E-2 □ D97-F □ D98-A □ D98-B D D98-C □ D98D-1 □ D98D·2 □ D98D-3 □ D98D-4 □ F-10 □ F-20 □ N8-A □ N8-B □ N8-C □ T-10 • T-11 D T-12 ■ T-13 0 T-14 0 B0-1 D B0-3 0 80-5 D 80-13 D 82-3 D B2·5 0 82-8 □ B2-9 D 83-1 □ 83-2 0 83-3 □ B3-4 D 83-5 □ 83-6 □ B3-7 D 83-8 0 B3-9 D 83-11 D 86-1 D 86-10 0 86-21 D 87-1 D 87-5 D B7-6 D 87-10 0 87-11 □ 88-5 □ B11-7 D 811-30 0 B1147 D 811-51 □ 811-52 0 811-53 □ 811-54 □ 813-1 D 813-2 0 814-1 D 814-2 0 814-3 D 814-4 I Pipe Riser wito1 Debris Rack Cage CMP Coupling Band Details No. 1, Flanged End CSP Channel Coupling Band Details -Downdrains, Standard and Positive Joints CMP Coupling Band Details No. 2, Annular, Reformed End, and Helical Coupling Bands - Downdrains, Standard and Positive Joints CMP Coupling Band Details No. 3, Flanged End CSP Channel Coupling Band Details -Downdrains, Standard and Positive Joints CMP Coupling Band Details No. 4, Universal Coupling Bands Standard and Positive Joints CMP Coupling Band Details No. 5, Universal Coupling Bands Standard and Positive Joints CMP Coupling Details No. 6 -Standard Joint CMP Coupling Details No. 7 -Positive Joint CMP Coupling Details No. 8 -Positive Joints and Down drains Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe Standard and Positive Joints Standard Inlet Structure Shoulder Installation Details and Details of Slotted Drain Connections 12" Thru 24" Slotted C.S.P. Drain Details Alternative Hinged Cover for Type OL & OS Inlets and Trash Rack for Type OCP Inlet Structural Section Drainage System Details Edge Drain Outlet and Vent Details Edge Drain Cleanout Cross Drain Interceptor Details Chain Link Fence Barbed Wire and Wire Mesh Fence Curbs, Dikes and Driveways Wheelchair Ramp Detail No. 1 Wheelchair Ramp Detail No. 2 Traffic Control System for Lane Closure on Freeways and Expressways, Miscellaneous Details Traffic Control System for Lane Closure on Multilane Conventional Highways, Miscellaneous Details Traffic Control System for Lane Closure On Multilane Conventional Highways, Miscellaneous Details Traffic Control System for Lane Closure on Two Lane Conventional Highways Details for Ramp Closures, Miscellaneous Details BRIDGE Bridge Details Bridge Details Bridge Details Bridge Details 16~ Cast-in-Drilled-Hole Concrete Pipe Pile Details -Class 45 and Class 70 Pile Details -Class 45C and Class 70C Load Test Anchor Pile Details Retaining Wall -Type 1 H=4'-30' Retaining Wall -Type 1 H=32'-36' Retaining Wall -Type 1A Retaining Wal! -Type 2 Counterfort Retaining Wall -Type 3 Counterfort Retaining Wall -Type 4 Retaining Wall -Type 5 Retaining Wa!I Details No. 1 Retaining Wall Details No. 2 Retaining Wall Type 6 -61 Max. T-Beam Details Utility Openings -T-Beam Joint Seals Box Girder Details Deck Drains Deck Drains -Types D-1 and D-2 Utility Opening -Box Girder Utilities Details Cast-in-Place Prestressed Girder Details Chain Link Railing Temporary Railing (Type K) Cable Railing Tubular Hand Railing Chain link Railing Type 7 Concrete Barrier Type 25 Concrete Barrier Type 26 Slope Protection Detail No. 1 Slope Protection Detail No. 2 Structural Steel Plate Vehicular Undercrossing Structural Steel Plate Arches Supply Line and Communication and Sprinkler Control Conduit Supply tine I SIGNS, SIGNALS & LIGHTING OVERHEAD SIGNS -TRUSS □ S40N □ S40P □ S1-i2 Overhead Signs, Truss, Instructions and Examples □ S2-11 Overhead Signs, Truss, Single Post Type, Post □ S40Q Type II thru VII □ S3-11 Overhead Signs, Truss, Two Post Type, Post □ S40R Type 1-S thru Vll-S □ S4-6 Overhead Signs, Truss, Single Post Type, Structural D S40S Frame Members '7 S5-6 Overhead Signs, Truss, Two Post Type, Structural D S40T -Fram Members □ S6-8 Overhead Signs, Truss, Structural Frame Details C S7-8 Overhead Signs, Truss, Frame Juncture Details D S88 Overhead Signs, Steel Frame Removable Sign Panel Frames " S41·3 -... S8-BA Overhead Formed Panel Details for Mounting on □ S42-15 Removable Sign Panel Frames -SSC Overhead Signs, Truss, Sign Panel Mounting Details C S43-A ~ Laminated Panel, Type A !J 88D Overhead Signs, Truss, Removal Sign Panel Frames • S43-B 110" and 120" Sign Panels -S9-12 Overhead Signs, Walkway Details No. 1 • S44-7 -C S10-9 Overhead Signs, Walkway Details No. 2 □ S11-10 Overhead Signs, Walkway Safety Railing Details C S13-10 Overhead Signs, Truss, Pile Foundation II ES-1A OVERHEAD SIGNS -LIGHTWEIGHT • ES-18 C S14 A-5 Overhead Signs, Lightweight, Balanced-Single Steel Post Connection and Mounting Details • ES-2A C S14B-4 Overhead Signs, Lightweight. Balanced-Single Steel Post Details □ ES-28 C S15-8 Overhead Signs, Lightweight, Type A, Connection Details '" ES-2C C S16-7 Overhead Signs, Lightweight, Type B, Connection Details ■ ES-2D □ S17-8 Overhead Signs, Lightweight, Type C, Connection Details □ ES-2E C S18A-8 Overhead Signs, Lightweight, Sign Panel Mounting Details, Laminated Panel, Type A • ES-3A -S18B-7 Overhead Signs, lightweight, Light Fixture Mounting ~ Details ■ ES-38 □ S20A-7 Overhead Signs, Lightweight, Post Details □ S20B-9 Overhead Signs, Lightweight, Foundation ■ ES-3C OVERHEAD SIGNS -BOX BEAM II ES-3D CLOSED TRUSS ALTERNATIVE ■ ES-3E □ S39-6 Overhead Signs, Box Beam, Closed Truss Alternative • ES-4A Foundation □ S40A-1 Overhead Signs, Box Beam, Closed Truss Alternative II ES-48 Two Post Type Frame Members □ S40B-1 Overhead Signs. Box Beam, Closed Truss Alternative, □ ES-4C Single and Two Post Type General Frame Details C S40C-1 Overhead Signs, Box Beam, Closed Truss Alternative, ■ ES-SA Ribbed Sheet Metal Details □ S40D-1 Overhead Signs, Box Beam, Closed Truss Alternative, II ES-58 Two Post Type Frame Details D S40E-1 Overhead Signs, Box Beam, Closed Truss Alternative, • ES-SC Two Post Type Frame Juncture Details □ S40F-1 Overhead Signs, Box Beam, Closed Truss Alternative, CJ ES-SD Two Post Type Post Details □ S40G-1 Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Type Frame Members II ES-SE C S40H-1 Overhead Signs, Box Beam, Closed Truss Alternative, 0 ES-SF Single Post Cantilever Frame Details □ S40!-1 Overhead Signs, Box Beam, Closed Truss Alternative, .. ES-6A Single Post Cantilever Frame Juncture Details □ S40J·1 Overhead Signs, Box Beam, Closed Truss Alternative, • ES-68 Single Post Cantilever Post Details □ ES-6D □ S40K-1 Overhead Signs, Box Beam, Closed Truss Alternative, □ ES-6DA Single Post Butteri!y Frame Details □ ES-6E □ S40L·3 Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Butterfly Frame Juncture Details □ ES-6F □ S40M-1 Overhead Signs, Box Beam, Closed Truss Alternative, □ ES-6H Single Post Butterfly Post Detai_ls OVERHEAD SIGNS -TUBULAR Overhead Signs, Tubular, Instructions and Examples Overhead Signs, Tubular, Single Post Type Layout and Plpe Selection Overhead Signs, Tubular, Two Post Type Layout and Pipe Selection Overhead Signs, Tubular, Structural Frame Details No. 1 Overhead Signs, Tubular, Structural Frame Details No. 2 Overhead Signs, Tubular, Foundation Details ROADSIDE SIGNS Roadside Signs, Typical Installation Details No. 1 Roadside Signs, Wood Posts, Typical Installation Details No. 2 Roadside Signs, Laminated Wood Box Posts, Typical Installation Details No. 3 Roadside Signs, Steel Post, Typical Installation Details Roadside Signs, Typical lnstal!ation Details No. 4 SIGNAL AND LIGHTING DETAILS Signal and Lighting Details, Symbols and Abbreviations Signal and Lighting Details, Symbols and Abbreviations Signal and Lighting Details, Service Equipment Signal and Lighting Details, Service Equipment Signal and Lighting Details, Service Equipment Signal and Lighting Details, Service Equipment Signal and Lighting Details, Service Equipment and Typical Wiring Diagram Signal and Lighting Details, Signal Heads and Mountings Signal and lighting Details, Signal Heads and Mountings Signal and Lighting Details, Signal Heads and Mounting Signal and Lighting Details, Signal Heads and Mountings Signal and Lighting Details, Signal Heads and Mountings Signal and Lighting Details, Controller Cabinet Details Signal and Lighting Details, Controller Cabinet Details Signal and Lighting Details, Controller Cabinet Details Signal and Lighting Details, Detectors Signal and lighting Details, Detectors Signal and lighting Details, Detectors Signal and lighting Details, Detectors Signal and Lighting Details, Detectors Signal and Lighting Details, Pedestrian Barricades Signal and Lighting Standards, Type 1 Standards and Pushbutt1;m Posts Lighting Standards, Types 15 and 21 Lighting Standards, Types 30 and 31 Lighting Standards, Type 32 Lighting Standards, Types 30 and 31, Base Plate Details 10 Degree Lighting Standards 10 Degree Lighting Standards Details I I DIST I CO\.XIITY I ROUTE I Ti-Pff ~~CT r 011 Oro I I 14.6/16.3 To accompany plans dated 4-18-88 □ ES-6J ■ ES-6K • RD-6L • ES-6M □ ES-6MA □ ES-6N □ ES-60 □ ES-6P □ ES-SQ □ ES-6R □ ES-SRA Ill ES-6S II ES-6T 0 ES-SU □ ES-6V □ ES-7A □ ES-78 □ ES-7C □ ES-7D □ ES-7E □ ES-7F • ES-8 ■ ES-9A • ES-98 • ES-10 • ES-11 □ ES-12 II ES-13 • ES-14 □ ES-15 □ ES-27A □ ES-278 □ ES-28 L' ES-29 C ES-30 □ ES-32A D ES-32B ■ ES-33 Signal and Lighting Standards Case 1 Arm Loading, Wind Velocity = 70 MPH Arm Lengths 15' to 30' Signal and Lighting Standards Case 2 Arm Loading, Wind Velocity = 70 MPH Arm Lengths 20' to 30' Signal and Lighting Standards Case 3 Arm Loading, Wind Velocity = 70 MPH Arm Lengths 20' to 45' Signal and Lighting Standards Case 4 Arm Loading, Wind Velocity = 70 MPH Arm Lengths 25' to 45' Signal and lighting Standards Case 5 Arm Loading, Wind Velocity = 70 MPH Arm Lengths 50' to 55' Signal and lighting Standards Type 40-0-80 Signal and Lighting Standards Case 1 Arm Loading, Wind Velocity = 80 MPH Arm Lengths 25' to 30' Signal and Lighting Standards Case 2 Arm Loading, Wind Velocity = 80 MPH Arm Lengths 20' to 30' Signal and Lighting Stand~rds Case 3 Arm Loading, Wind Velocity = 80 MPH Arm Lengths 20' to 45' Signal and Lighting Standards Case 4 Arm Loading, Wind Velocity = 80 MPH Arm Lengths 25' to 45' Signal and Lighting Standards Case 5 Arm Loading, Wind Velocity = 80 MPH Arm Lengths 50' to 55' Signal and Lighting Standards Details No. 1 Signal and Lighting Standards Details No. 2 Slip Base Insert for Type 10 and 15 lighting Standards Left Turn Signal and Sign Standard Type 33 Signal and Lighting Details, Electrical Details Structure Installations Signal and Lighting Details, Electrical Details Structure Installations Signal and Lighting Details, Electrical Details Structure Installations Signal and Lighting Details, Electrical Details Structure Installations Signal and Lighting Details, Electrical Details Structure Installations Signal and lighting Details, Electrical Details Structure Installations Signal and lighting Details, Pull Box Details Cantilever Flashing Beacon Details, Types 9, 9A, 98 Cantilever Flashing Beacon Details, Types 9, 9A, 9B Signal and Lighting Details, lsolux Diagrams Signal and Lighting Details, Foundation Installations Pedestrian Undercrossing Fluorescent lighting Fixture Signal and Lighting Details, Splicing Details Signal and Lighting Details, Wiring Details and Fuse Ratings Pedestrian Overcrossing Fluorescent Lighting Fixture EXTINGUISHABLE MESSAGE SIGN l Extinguishable Message Sign, 10" Letters Extinguishable Message Sign, 10n Letters Extinguishable Message Sign and Flashing Beacons SIGN LIGHTING DETAILS Mercury Sign Lighting Equipment 36" Fluorescent Sign Lighting Equipment Sign Lighting Equipment Signal and Lighting Details, Sign Lighting Control Internally Illuminated Street Name Sign REDUCED PLAN USE SCALE BELOW \ ~ 3 INCHES ON ORIGINAL PLAN J STANDARD PLAr~s LIST (January, 1983 Edition) The Standard Plan sheets indicated by a marked box are applicable to this CONTRACT f~O. 07-061814 ~ CODE CIB D ,_ w "' <D > Cl3 D w w " ¥! w w !;;; " D > w ,. !;;; .. .... D .. ., .... z ',_ ,_ :a <D <D >--o D Sw w :, z ~ o ll " J<f> w <3~ :c " .. -){--·-Ill a; 0 " i z .. "' "' >--.. u -; !!j 3 0 f ! VJ z C 0 i i== . <( z a:: C w I! a.. ... .. 0 5 0 I! LL. LL. "' <( C L a:: I!! I- C :E I" '! is ~. 1 I CONSTRUCTION AREA SIGNS POST POST POST SIZE NO. SIZE LENGTH EMBEDMENT 48" X 48" 12 4" X6" 16' 4.5' 60" X 24" 2 4n X4" 12' 3.5' NOTE, EXACT LOCATIONS TO BE DETEFIMIN£D BY THE ENGINEER NEV✓PORT BEACH ;:-1\CJ OF WORK -ST.A. 15!+00 ► CIB c::::p1;·:c·,; r~_,._1 :;.2:. '5' ; L oc:,_ -io_~ :~~" ./ p .-~.K ;5_.:,s CORONA DEL MAR - I FOR REOUCEO PLANS 0 ORIGINAL SCALE 1S IN INCHES I c'·:.::-:v J. ,.,)) ::; ..... ' ' I , I I '·' ::, . ~·' £,,- !> )i • CIB ,' t:: REDUCED PLAN USE SCALE BELOW I 2 I 1 3 3 INCHES ON ORIGINAL PLAN ::J : __ 8cw.:·~\i ".: ;:i • ._,, t, .81 I DIST I CO~Tv I ROUTE 0710,o I I lr~~~- 1 I•.s1I6.3 I a 11 REGISTERED CIVIL ENGINEER ~ti)~ f!,!,.-'y ,,, /1 F.A. MAAS -,.-/8-88 I :1--12151) PLANS APPROVAL DATE ill e..3/31/89 • "'~1: aw. ':,,/I} ... r OF t!l.\.~QI';, 1 j, Ci3 BEGINNING OF WOF<K_ STA~ 232+00 CONSTRUCTION AREA SIGNS CS-1 I cu 07351 leA os1a11 f l l C w .,, > w "' "' ,-. <( C >-m C w " " 'l! " z (.:) V) w.J a i [iJ ROUTE l I NOTE 12" THERMOPLASTIC CROSSWALK AND LIMIT LINE REDUCED USE SCALE PLAN Q_ I BE"Low k-31NCH 2 3 ES ON ORIGJNAL PLAN -::::, i \., FOA AEOUCEO PLANS ORIGINAL SCALE IS IN INCHES V) w 0:: 0 :r: V) 0 w ::ii: <{ u. 0 . 0:: 0 V) 0 z <{ _J :r: (._') :r: ' 0 w ::ii: <{ u ◄ DIST COUNTY ROUTE 07 Oro REGISTERED ClVlL ENGINEER -,,. -/8-88 PLANS APPROVAL DATE • I i I POST Ml.ES OTAL PROJECT 14.6/16 . .fl SHEET TOTAL NO. SHEETS 4 Z7. [ CC·'·'. 'J. PAVEMENT DELINEATION PLAN PD-1 SCALE !" == 201 cu 07351 EA 0£181! X X >-., 0 w "' > w "' w,-. >--m .. , om vi z ' O>-wm ... 0 •w -'z a!:2 -'"' ..... uo cc w 0 w "' > w cc w ... < 0 >-., 0 w ~ u w ~ u x-~ X X 'i w ... u 'l 0 "' ~ z 0 ;::: ~ ~ 0 ~ ~ z ◄ :!" ~ 0 ~ ::; 2 ~ ~ ◄ ::, 0 ◄ " ~ :':' ::; ;:l ~ 0 w ~ ◄ :;; z (.:) l/) w 0 u ~ ~ < .0::: I- i • ~ORM DC-OE-P2-PF !REV. 7/86) ,,._..,_. ___ ;s/Y. ROUTE , .. _.,.,,·. __ -,._.,.,,·. __ \.. f~ IW:OUCED PLMS ORIOIHAL SCALE IS IN INCHES 0 • 0 0::: z 0 >-z <( u ' 3 9 '- 07 Oro 4-18-88 PLANS APPROVAL DATE ,,_..w '/ POST MILES TOTAL PR JECT 14.6/16.3 PAVEMENT DELINEATION PLAN PD-2 cu 07351 EA 06181! ) ) J ) ) ROUTE I REDUCED PLAN USE SCALE BELOW I 2 J I 3 l!I INCHES ON ORIGINAL PLAN :.:, ·.,,...,,.·. __ >- & 0 Q 07, Oro -. PAVEMENT DELINEA Tl.ON PLAN PD-3 07351 ', 0G1ai1 0 w ,-V, "' > 0 w w • V, w > ,-w < • 0 ' w,-,-~ <' 0~ vi z ' 0 ► ,-wm "' >-0 0 <w Jz w GQ ~ u JV, w <W I uo u • w ' w 0 z 0 G z z w • w ~ >---; u ;i. w , 0 • 0 z z C) 2 -< (./) ' -~ 0 w ~ ~ 0 < ~ -~ 0 u -z LL w "' :;; LL < ~ <I: w 0 0:: < I-z ~ ;; j ~ ~ ' 0 ~ < -~ • !'ORM OC-OE-P2-PF <REv. 7/86> ROUTE FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ) I l ' I - 0 l 2 REDUCED PLAN USE SCALE BELOW \ ~ 3 INCHES ON ORIGINAL PLAN 3 :::! DIST COUNTY ROUTE 07 Oro· REGISTERED CIVIL ~NGINEER PLANS APPROVAL DATE POST MILES TOT AL PROJECT 14,6/16,3 PAVEMENT DELINEATION PLAN PD-4 cu 07351 EA 061811 l ) I ) I l , r FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ' ' DIST COUNTY POST MLES SI-IEET TOTAL TOTAL PROJECT NO. SHEETS 07 Oco 14.6116.3 8 27 PLANS APPROVAL DATE PAVEMENT DELINEATION PLAN PD-5 CU07351 EA 0618n I I I POLE ANO EQUIPMENT SCHEDULE DIST I COUNTY I ROUTE I ro~if1 p~~Jlcr 1sH~1Pls1~ltLs 01/ Oro I I I 14.6/16.3 j9 I 21 STANDARD VEH SIG MTG ED SIGNAL PPB SF'ECIAL r "'' REQUIREMENTS J ri. "' M<a~t 3 C, 0 3 /. ,117 Typ_e S,g M.A. Lum M.A. Pole MTG % Arrow LUMlNAlRE llSNS ' « r 4V'-e,m > 70' ' rr rr :m:: A 26-4-70 40' ~AS 8 <---200 W -+Cameo Highlands 1~~~J:l u REGISTERED CIVIL ENGINEER I ~ ~?.OF~s,0.+: 12' SV-I-T ISP-1-T • s .. ( HANO HOLE BY SCEC.________ w <f) ~ ~ ,, ' u 0 TRAFFIC PHASE DIAGRAM " ~ 8 lA --- -TV-1 T SP-1-T 2 ➔ --e"' z ; M.T.ALMANYI[ ~ 0 <I 4-18-88 C lA -- -TV-1-T SP-1-T 2 <---- -07 55 0010 014.840 Cr r ..J PLANS APPROVAL DATE ~~20232:,; SCEC (NEWPORT BEACHJ I • E~p.9-30-89 ,.""" -D lA -- -TV-2-T SP-1-T 4 ➔ --120I240V ' C) 04 :i: :J 02P f H f ¾, CIVIL ~,,._ <>------<> E PPB POST -----4 ... --'/ .__DJ ?r OF C~\.\~ ~AS -c□meo :::.hPres CONDUIT SIZE AND ---: 0 02-4---0spl I 04P F 26-4-70 40' 12' 4 <---200 W (FNBIJ u.J r sv 1 T SP-1-T Cameo Sho-· -[FSBTJ CONDUCTORS AS PERR ACEV I :,: -----.06 ~ ~ G lA --6 ➔ -<I ~ TV-1-T SP 1-T -u 05 <)-----<> 08 H lA ---TV-1-T SP 1-T 6 <-----11/:!C, 2 "'6, 2 "'10 -'-06P I ---TV-2-T 8 ➔ -"'6,2 "'10,2 □LC~ : J ~ lA SP 1 T -11/IC, 2 w w , , J PPB POST -- -J,0 ~ 0 -8 ... -D FREE OPERATION SEQUENCE r w -18' © "' K 98 -------"' > © 0 w ./ \,-, w rr ~ "' u, w ~ ~ .;.: I •6 :/ \ ~ L....J /\''-·~ > r TO MORNING CANYON RO.\ . ~4P ./ APPROX. APPROX. w ., -3•.c ~"\/ '· i---11 ½ ·c, 2 rr 0 R/W ' l ½"C. 2 100' - ,__ 450' __, •10 ' -J•y / / 08P "12 & 12 P04 r-', □LC, 2 "'10 ): - R/W R/W w r ----04 -.\, 0 ., 02P 02P --0 l!SNS-1 , NI ~ ® ~~ in , DRAIN ~ ,i "' 02 01 --------i u 0~ □ 212L APPAOX.800'TO W41 "' 0 ROUTE I 0 0 '-Jf; o11o I ~ CROSSWALK ' V, .. 02 Or r 0 0 0 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 I \0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 WCD "' ~ J-R34~ ,, & tJ 2I2U 'o @ l---3• c-µ. --280' TO CROSS.WALK-4w 0 Jz w I ,, .. MT I I \ ne?ni,in 312 ~ in u 25 26 05 5JIU 30 JV, w ' • .. 4W I in l"' 227 ;= 111U lJ Uc'.l'L w uo " -28 01 29 \ " 6J2U c1- ;., ~ @]R34 © w c... 280'TO CROSSWALK ----~'-w ~ z O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O 0 O O 0 0 0 0 0 06 0 0 0 0 000 000 0 0 0 0 0 0 000 0 0 0 0 0 0 5 0 0 0 0 0 0 0 p O 0 0 0 0 00 0 z 6J2L □ -~ IISNS 0 w 200' POCKET I I y/ -----V, rr js, ~ ~ = 06 05 0 ~ "'2 = = ,= 06P ,_ z ,,.., = -~~ CI '-w ~ -06. • V, r ----06P 08 4' 08 04P L/;,>(i) E/P_,A E/P.)I' E/P,A ~ ,,,.12_ 12i.-V " "---1½·c.2 R/W v:6 w R/W DLC -R/W R/W w ,f' 08P \ rt ,, l½'C, 2 DLC z rr CONDUCTOR ANO CONDUIT SCHEDULE ~~ 5 w ci ~ '-z ~ -~~ C!NU;lOA JUI /1\ h\ & /,\ /5\ Is\ w u ,_, 0:: w ', ~ NOTES <THIS SHEETl c "' 1 01 3 3 -3 3 -u ., <f) DC w 02 3 3 ----u.J [iJ , -0 04 3 3 ---0:: RELOCATE EXISTING MODEL 170 CONTROLLER ASSEMBLY TO NEW FOUNDATION. 0 z 0 ~ J rr 0 05 3 ---3 -I w w " e:: <f) ., "' [zJ INSTALL 1201240V METERED SERVICE IN TYPE III-B SERVICE ENCLOSURE WITH "' 06 ---< 3 -70' " 08 ---3 3 -50 AMP CIRCUIT BREAKER FOR SIGNAL (METERE□l, 20 AMP CIRCUIT BREAKER FOR l!SNS <METERED>, "'>-30 AMP CIRCUIT BREAKER FOR INTERSECTION. LIGHTING (UNMETEREDl AND 30 AMP CtRCUIT BREAKER FOR OJ 02P 2 2 u.z -FLASHING· BEACON (METERED). eao 04P 2 2 -2 2 06P ---2 2 -0 3 ALL ELECTRICAL EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED. = -u.J [,] " 08P 1 ---2 :,: INSTALL I-12 PAIR "'19 SHIELDED INTERCONNECT CABLE IN I 1/2• CONDUIT. -<I < 02PPB 1 1 -----u ' (SEE INTERCONNECT SYSTEM PLAN). -' ~ z 04PPB 1 1 1 1 1 -0 0 RELOCATE SIGN PANEL -SEE REMOVAL ~ l'.) 06PPB 1 --1 1 -PLAN. ~ -08PPB ---1 1 < ~ (/) PPB COMMON 1 1 1 1 1 1 ~ w SIGNAL COMMON •10 1 1 -l -0 0 SIG CON□ CABLE 3 PROJECT NOTES --1 --1 -~ u SIG CON□ CABLE 28 2 2 -2 2 -~ IISNS ~ INTERNALLY ILLUMINATED STREET NAME SIGN WITH T.YPE IV P.E.C. PLAN :;; -Ilium. St. Name Sign 2 SCC-3 == SIGNAL CONDUCTOR CABLE THWN 3 CONDUCTOR "'14 AWG, 600V. REDUCED LL --? 2 < •12 TOTAL USE SCALE BELOW ~ LL 2 --2 2 - ' ~ 3 0 ' <I LUMINAIRE 2 -2 2 0 I 2 ::.1 0:: •10 FLASHING BEACON 2 2 ----SCC-12 : SIGNAL CONDUCTOR CABLE THWN 1l CONDUCTOR "14 & 1 CONDUCTOR "12 AWG, 600V. I:-?, INCH~ ON ORIGINAL PLAN f-TOTAL 4 2 -2 2 -SCC-28 : SIGNAL CONDUCTOR CABLE THWN 27 CONDUCTOR "'14 & l CONDUCTOR "'10 AWG. 600V. < z •s SIGNAL SERVICE 2 -----~ TOTAL 2 -----:; j 01 DETECTORS -----1 WARNING Ci. 02 DETECTORS 2 2 ---BEFORE STARTING WORK ON EXISTING SERIES LIGHTING u ~ 04 DETECTORS ---2 2 -CIRCUITS. CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT LOCATION 'I' 0 05 DETECTORS 1 CLEARANCE FROM SERVING COMPANY. DISCONNECT CIRCUITS DLC 1 1 ---~ 06 DETECTORS 2 -AND PLACE 'MEN AT WORK • SIGN NEAR OPEN SWITCHES SIGNAL AND LIGHTING < -08 DETECTORS 2 ---BEFORE DOING ANY WORK ON CIRCUITS . = TOT·AL 5 3 1 2 4 1 • CONDUIT SIZE 3' 3' 3" 2' o'. 2' NOTE : THIS PLAN ACCURATE FOR ELECTRICAL ONLY SCALE: 1 INCH = 20 FEET El I I FOR REDUCED PLANS 0 ' ' I lcu !EA_ FORM DC·OE· p; -·' , -'%) ORIGINAL SCALE IS IN INCHES ' I ' 07351 061811 ... . . . -;. ,,-,,·. __ , .. ,,.,.~ ,._ .. ,._ --- GJ 0 z .:J 3 -i•f) 0 i.J.J !'.':l I POLE ANO EQUIPMENT SCHEDULE ST """"' YEH SIG MTG SPECIAi. ,0. .., IIEWJAENENTS ,.,. Pole ··-LU•ll!•IIIIIJAE IISNS A 2◄-4-70 JS' 12' SV-2-TB SP+T 8 ➔ 200 w l.lornlng Cyn 8 IA TV-1-T SP-1-T 2 ➔ C 15 12' SV-1-T SP-1-T 2 ~ 200 W D .IA TV-2-T SP-1-T ◄ ➔ E PPB POST 4 H F 24-◄-70 JS' 12' SP-1-T ' ➔ 200 W Morning Cyn G IA TV-1-T SP-1-T • ➔ H 15 12' SV-1-T SP-1-T • ~ 200 W IA TV-2-.T SP-1-T 8 ➔ J PP9 ,OST ' H TO POPPY AVE. R/W R/W ill ~ cg EXIST!r,,lj SERIES LIGHTING SERVlCE TO REMAIN "' ROUTE '" 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 mu 6J2U CROSSWALK ------------- 000 000 0 0 O 6J2l _t ________ _ I Yt'C, 2 DLC R/W NOTES <THIS StEET> RELOCATE EXISTING MODEL 170 CONTROLLER ASSEMBLY TO NEW FOUNDATION. INSTALL 120/240V METERED SERVICE IN TYPE JII-8 SERVICE ENCLOSURE WITH 0 0 0 0 0 0 50 AMP CIRCUIT BREAKER FOR SIGNAL O.IETEREDI, 20 AMP CIRCUIT BREAKER FOR !ISNS (METERED), 30 AMP CIRCUIT BREAKER FOR INTERSECTION LIGHTING (UNMETEAED>. All ELECTRICAL EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED. INSTALL 1-12 PAIR •19 SHIELDED INTERCONNECT CABLE IN 1 ½' CONDUIT. <SEE INTERCONNECT SYSTEM PLAN). 7' 18' 18' 7' ,. ci " ' a:: ' ~ ~ z D ~ ( >-z ~ u " "' "> "' RIW 02 MT _j Ol 3• c--I I 215 01 TRAFFIC PHASE DIAGRAM 02P <>----<> f 02---0BPI -----+os <>----<> 06P FREE OPERATION SEQUENCE EXIST. EDISON \/AULT CONDUIT SIZE ANO CONDUCTORS AS PER SCEC 9 QOO 000 04 l l f I 04p & 08 07 55 0010 015.100 SCEC {NEWPORT BEACH> 120/240\1 APPROX. 100' -280' TO CROSSWALK 5J1U 8 DIST COUNTY • ROUTE 07 Ora REGISTERED c1vlLENGIN 4·18·88 PLANS APPROVAL DATE RiW 2I2L 0 0 0 0 0 0 2I2U 214 + 76.33 PCH 06411+.-a 00 000 000 000 000 000 0 0 0 0 0 0 0 0 0 11h·c. 2 DLc l WARNING REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL PLAN BEFORE -STARTING WORK ON EXISTING SERIES LfGHTING CIRCUITS. CONTRACTOR ·MUST OBTAIN DAk Y S ~.::-~ CIRCUIT CLEARANCE FROM SERVING COMPANY. DISCOtJN;:__, CIRCUITS AND PLACE 'MEN AT WORK ' Sii.;N NEAR OPEN SWITCHES BEFORE DOING ANY WORK ON CIRCUITS . R/W 3 ::..J NOTE : THIS PLAN ACCURATE FOR ELECTRICAL ONLY CONDUCTOR ANO CONDUIT SCHEDULE .. C~ltl(ll'UI ' 01 ., 0◄ z 05 0 e= 06 4 08 :, ">-02P 0..1 "-Z 04P 2 2 2 e;o 06P 2 2 08P 2 2 02PPB 04PPB 06PPB 08PPB PPB COMMON 1 SIGNAL COMMON •10 1 SIG COND CABLE 3 . SIG CONO CABLE 28 2 2 2 mum. St. Nome Slgn 2 2 2 •12 TOTAL 2 2 2 LUMINAIRE 2 2 2 2 •10 TOTAL 2 2 2 2 •6 SIGNAL SERVICE 2 2 TOTAL 2 2 01 DETECTORS 02 DETECTORS 2 2 ., DETECTORS 2 2 DLC 05 DETECTORS . 1 06 DETECTORS 2 08 □:;TECTORS TOTAL 4 3 2 ◄ 1 CONO'.JIT I E 3' 3' 2· 3• 3• 2· LOCATION ·2· SIGNAL AND LIGHTING SCALE: 1 INCH = 20 FEET ,.,. 14.6/16,3 10 27. TO CAMEO HIGHLANDS OR. 000 0 0 0 R/W E2 07351 06181i It ,-...... ----------------------,-------------------------,--;c,o;;;,;-;;,:arn;;;,-;;,:a,;;o--;,;;-,-;A;:;Ns,-------:,:----:----,=------=--.--------------------------,----------,------- ' •. r-OE-?2-PF IR£V, l/B6J ORIGINAL SCALE IS IN INCHES cu EA " w >-"' <D > " w w " "' w > r w ~ " " ' w r " " ,t_ .,; ~ w ' ">->-wen <D r" "w " --'z w ::J" " "~ u JV, w <w I u" u " "' "' l z 5 z "' " 0 ' z w "' ~ " w "' z a " z w "' " u r w u <D "' ~ " 0 ..J " • z 0 " < ' I-= z 0 ~ t:) ~ z ,_, < ~ Cf) ~ w 0 0 I-z ~ u ~ = ,_, < LL ~ ~ LL 0 <I er: < t-z = :c j ::; < u ~ X 0 ~ < I-~ • l t I I I I ' ' ' ' ' w 5f-++-HH-+-++++-+-+-H-+-+-+++-+-+-+-H-+-++-++-+-+-HH 0 w ..., ,...., ....., ...., .... IN ,N ' ' ' ' ri f-H-+-+++-H-++++-H-++++-H-++++-H-+-++-+-H----t-1 " ' (fl ' ' ' ' ' ' ' ' ' I-f 5 " M MM ' ' ' NN, ' ~ f 0 'c MM MM, ' N' ,N u f 0 z <! 15 1-u :::, 0 z 0 ~ I u f •· "" -~ :;, !a 0, 0, ·~ "'00 "' <D " " """ "'"' " " IN'f'"ORMAT/0# O#LY 0 MARGUERITE L AVE. -- ' -' ,_ ' -' --' ' --'1~ --' ' --'N :1! Mo w"' z Jw zO <DJ o>: 55 ::, :,: "0 0 u ~~ " " <D" u__, 0, 0, 0, 0, 0, 0, 0, 0, <D" Uu N'< "'00 0, z " " ""' 0, 8 8~ "'"' "' R/W -- ' ' ' ' ' '' ' ' -' ' -N ' ' ' ,I~ N' N ' -' I ('1 ("') NN NN NN' N ' -' ...., '<t('\J C 5' J J t'.j ' -"' "' "' "' "' J I :C "' " " g; g; "" " " .:; " -00 0 I-I u, r ir:1 t I-I-I-I-ro 0 uu uu u,-Er w I-WI-WW WW w I-0 "' z !!: I-I->->->-I[ " J WW WWW ., " 00 000 z ~ z i' z 0 D u e " .;; , ;;; N .. ~ :€ :E ~ J " "" N ~ "' u .. • J • D - _J L_ 1-,ill CONDUIT SIZE ANO -p-◄ CONDUCTORS AS PER SCEC -t ' /t 127 07 55 001 015.410 SCEC (NEWPORT BEACHl 1201240V ,, ' <c I ,, ' "-50· i <c ~ J 1.(z'[, 2 •s, 2 •10 " "' 11/z'C, I OLC 2 I .\ ® Ip 5 10' FROM BCR ~ '>-. ~4P ®m GJ ..1... 'sl R/W : " --253i -' I / ,u --'" -.~ -- TRAFFIC PHASE DIAGRAM 02P -~b WWW WW Wr 0 ro ro E .t OD t;~ <> D oo □ 00 00 z '--'• ~ >-"-"-ro ro uu z >->-D "-"-ro z uu e " 8 u "' 00 "-. 00 U ::, I' N• "'"' ro "' " "-" " ;;; vi U) 2 _, V, " "' "'"' "' 0 3 INCHES ON ORIGINAL Pl.AN ONLY-----! N " "' u _, • • . 0 R/W TO MARGUERITE AVE. 11/:iC,2 □LC ~ :§5 0000000 0 0 5J1U " in 67 -00 00 0 0 0 0 00 0 00 0 00 0 0 0 0 0 0 0 00 0 00 0 6 STREET NAME R/W R/W NOTES <TH1S SHEETl ~ RELOCATE EXISTING MODEL 170 CONTROLLER ASSEMBLY TO NEW FOUNDATION. INSTALL 120/240V METERED SERVICE IN TYPE lll-B SERVICE ENCLOSURE WITH 50 AMP CIRCUIT BREAKER FOR SIGNAL (METERED), 20 AMP CIRCUIT BREAKER FOR IISNS (METERED), 30 AMP CIRCUIT BREAKER FOR INTERSECTION LIGHTING (UNMETEREOl • INSTALL TYPE H RISER ON PP • 2142295E. ALL ELECTRICAL EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED. INSTALL 1-12 PAIR SHIELDED INTERCONNECT CABLE IN 1½ • CONDUIT. (SEE INTERCONNECT SYSTEM PLAN). RELOCATE SIGN PANEL ~ SEE REMOVAL PLAN. LOCATION '5' SIGNAL AND LIGHTING THIS PLAN ACCURATE FOR ELECTRICAL ONLY SCALE: I INCH= 20 FEET FOR REDUCEO PLANS 0 ORIGINAL SCALE !S IN INCHES cu 07351 EA 061811 SHEET TOTAL NO, SHEETS 13 27 E5 TO SAN M!GUE L DR. ~ ~ REUSE P.B. ,,,4 ' c,i 'i',, . . .; EXIST. TYPE "G" CABINET ~ > TO REMAIN. t,,. <l'. " ::::::-~-=:::!2:::::=-=-=-Mh:-=--=--=-=-:d----e==-:c w z :J " ~ ,---------1::, l .,,,_ TO AVOCADO AVE. LEGEND EXISTING SIGNAL CONTROLLER NEW I~" INTERCONNECT CONDUIT, 2n CONDUIT IF ACROSS PAVEMENT EXISTING INTERCONNECT CONDUIT t: REDUCED PLAN USE SCALE BELOW I 2 I J 3 3 INCHES ON ORIGINAL PLAN ::, INTERCONNECT NOTES \; <'.' LOCATION "5" P.M.-16.04 REUSE CONDUIT ABANDON ALL EXISTING INTERCONNECT CONDUIT AND REMOVE AND DISPOSE OF EXISTING INTERCONNECT CABLE UNLESS OTHERWISE NOTED. 2. NEW INTERCONNECT CONDUIT SHALL BE l¼i:" (2" IF ACROSS PAVEMENT) WITH NEW 12 PAIR NO. 19 CABLE. W EXISTING INTERCONNECT CONDUIT AND 12 PAIR NO. 19 CABLE TO BE REUSED. 4. [fil 6. 7. NEW INTERCONNECT CABLE SHALL BE INSTALLED FROM CONTROLLER TO CONTROLLER. WITHOUT SPLICES. EXISTING MASTER CONTROL EQUIPMENT AND ENCLOSURE TO REMAIN. EXISTING PULL BOXES THAT ARE NOT USED, SHALL BE ABANDONED. EXISTING nGft CABINET SHALL BE BE REMOVED AND DISPOSED OF. FOR REOUCED PLANS ORIGINAL SCALE IS JN INCHES 0 ,.,_..,_. __ _ "4" P.M. 15.70 ROUTE POST MILES 81-tEET TOTAL TOT AL PROJECT NO SHEETS 14.6/16.3 14 27 4-18-88 PLANS APPROVAL DA.TE INTERCONNECTION SYSTEM SCALE , In .. 100' E-6 cu 07351 EA 06181! > D a w < &l r " z ., < J " D ~ j • 5 7 J ) ) ~ I I I I 275, rj ~=rJ L~ IT] 2. 0 13] ~ ~ [!] ---------,------------------------------------------,--~-----------------------------------· ·-- ROUTE 26 R/W NOTES <THIS SHEET) EXISTING 170 CONTROLLER ASSEMBLY TO BE REUSED. REMOVE AND DISPOSE OF ALL EXISTING SIGNAL EQUIPMENT, FOUNDATIONS AND PULL BOXES UNLESS OTHERWISE NOTED. EXISTING CONDUIT 1 INTERCONNECT AND LOOP DETECTORS SHALL BE ABANDONED. REMOVE PRESSURE DETECTOR, CONTACT UNIT AND FRAME COMPLETE. THE HOLE LEFT BY REMOVING THE FRAME SHALL BE FILLED WITH CLASS "C CONCRETE EXCEPT THE TOP 4 INOES OF THE ROADWAY SURFACE SHALL BE RECONSTRUCTED WITH MATERIAL TO MATCH EXISTING SURF ACE. REMOVE AND DISPOSE OF EXISTING SIGNAL SERVICE WITH TYPE •G• CABINET. REMOVE AND SALVAGE EXISTING MARBELITE ST AND ARD AND BALLAST COMPLETE (2 EACH). HAUL TO CITY OF NEWPORT BEACH YARD AT 949 WEST 16th STREET 1 RESTORE SERIES CIRCUIT IN ADJACENT PULL BOX. EXISTING.ELECTROLIER TO REMAIN, EXISTING CITY SERIES LIGHTING CIRCUIT TO REMAIN. TO SCEC VAULT~ CONDUIT AND , CONDUCTORS TO REMAIN. --- UNUSED METER TO BE REMOVED BY SCEC. TYPE R34 --ic> SIGN PANE 27 L_J ~~ 0 t:_ REDUCED PLAN USE SCALE BELOW I ? 3 3 INCHES ON OR!GINAL PLAN ~ ci 0:: en w -0~ :i:: (I) 0 w ::e <( u ci C (I) C z <( ...I :i:: (!) :i: 0 w ::e <( u ()-_!o-,o+---J ss I "~" [7 29 I] NOTE• THS PLAN ACCURATE FOR SIGNAL AND LIGHTING ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 • ' 30 APPROX. 100' DIST ROUTE POST MILES SHEET TOTAL TOTAL PflOJECT NO SHEETS 07 !4.6/16.3 16 27 4-18-88 PLANS APPROVAL DATE E/P R/W APPROX. 450' LOCATION •I• SIGNAL AND LIGHTING (REMOVAL> E-8 cu 07351 EA 061811 X X -~ I w z :::; :c ~t 0 u f->-w " " a, > " 0 w u w "' is ~ w w ~ cc 0 w " ~ ~ 0 ~ '>->-al"' a, >-o 0 « w w Jz "' 5!:2 u J"' w « w :c uo u w -~-l!L- ROUTE I ti "' ~ 0 a. ROUTE ff !I! g " LOCATION "2" P.M. 15.10 ,~n~ a. N 0 <( a. X LOCATION "3" P.M. 15.41 FOR REDUCED PLANS 0 a: 0 "' 0 z <( J :c "' :c 0 !!I " u <i 0 "' w ~ "' 0 !!I " u LOCATION "I" P.M. 14.84 !]ST COUNTY ROUTE 07 Ora 4-18-88 PLANS APPROVAL DATE REDUCED PLAN USE SCALE BELOW 2 I I 3 INCHES ON ORIGINAL PLAN POST MILES SHEET TOTAL TOTAL PROJECT NO SHeETS !4.6/16,3 15 27 INTERCONNECTION SYSTEM SCALE : I" ~ JOO' E-7 FOAM OC-OE-9~-PF (Ac'"'.:·_'''.'."'.''"_'_:·.:-:___ ______________ ___l ___________________ ~ ____ _j _ _':0"R'"'""''"~·":'-''~c~•~":.c:'''-'"'"-'''.'."c"'"~'"''--'===='=="=="===='-_J-________________________ Lc~u_,o.,_7,c3"5:>I ______ _Jl'tEc,A'__(0'.'S"''"~''-' ______ _J X 0 > w '!l <D > 0 w w ac ~ w ~ w ~ ac 0 X w ~ ~ ~ 0 "' ~ u '> > cl <D <D ~o 0 ~w w -'z "' a~ () .., 00 w ~w I () 0 0 "' w x---w QC .; w " "' z 0 w w ~ a, () w <[ 3 .., "' ~ X [O 2. X R/W TO POPPY AVE. ROUTE 2J3 R/W APPROX. 100' NOTES !THIS SHEET) EXISTING 170 CONTROLLER ASSEMBLY TO BE REUSED. REMOVE ANO DISPOSE OF ALL EXISTING SIGNAL EQUIPMENT 1 FOUNDATIONS AND PULL BOXES UNLESS OTHERWISE NOTED. EXISTING CONDUIT1 INTERCONNECT AND LOOP DETECTORS SHALL BE ABANDONED. REMOVE PRESSURE DETECTOR, CONT ACT UNIT AND FRAME COMPLETE. THE HOLE LEFT BY REMOVING THE: FRAME SHALL R/W BE FILLED WITH CLASS •c• CONCRETE EXCEPT THE TOP 4 INCHES OF THE ROADWAY SURFACE SHALL BE RECONSTRUCTED WITH MATERIAL TO MATCH EXISTING SURF ACE. REMOVE AND DISPOSE OF EXISTING SIGNAL SERVICE WITH TYPE "G" CABINET. REMOVE AND SALVAGE EXISTING MARBELITE STANDARD AND BALLAST COMPLETE {2 EACHJ, HAUL TO CITY OF NEWPORT BEACH YARD AT 949 WEST 161h STREET. RESTORE SERIES CIRCUIT JN ADJACENT PULL BOX. EXISTING CITY SERIES LIGHTING CIRCUIT TO REMAIN. °---------'.' I 7 214 L _ _J , I , 2 EXISTING BALLAST ' @}) * ~ I n / ' n A -------r-~- ~ -J 215 0 <( 0 0:: R/W NOTE• THIS PLAN ACCURATE FOR SIGNAL AND LIGHTING ONLY. FOR REDUCED PLANS ORIGINAL $CALE IS IN INCHES 0 216 APPROX. 100' DIST POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 0 r:: 07 4-18-88 PLANS APPROVAL DATE REDUCED PLAN USE SCALE BELOW I 2 3 \NCH~S ON ORIGINAL PLAN R/W R/W 14.6/16.3 17 3 ::.1 LOCATION "2" SIGNAL AND LIGHTING (REMOVAU 27 SCALE• !" ., 20' E-9 ____ Jl_c_u_o7351 ' ! :_".:~_::2.'":..:.: .:.~ _________ ____j TO MARGUERITE AVE. ___ R_/W ________________ _ -------0------------ ROUTE 196 97 R/W NOTES <THIS SHEET) [O EXISTING 170 CONTROLLER ASSEMBLY TO BE REUSED. 2. REMOVE AND DISPOSE OF ALL EXISTING SIGNAL EQUIPMENT, FOUNDATIONS AND PULL BOXES UNLESS OTHERWISE NOTED. EXISTING CONDUIT, INTERCONNECT AND LOOP DETECTORS SHALL BE ABANDONED. REMOVE PRESSURE DETECTOR, CONTACT UNIT AND FRAME COMPLETE. THE HOLE LEFT BY REMOVING THE FRAME SHALL BE FILLED WITH CLASS •c• CONCRETE EXCEPT THE TOP 4 INCHES OF THE ROADWAY SURF ACE SHALL BE RECONSTRUCTED WITH MATERIAL TO MATCH EXISTING SURFACE. REMOVE AND DISPOSE OF EXISTING TYPE •E• SIGNAL SERVICE ON P.P. #1411062E. EXISTING CITY SERIES LIGHTING CIRCUIT TO REMAIN. 7 I i/ I DIST i COUNTY ROUTE i POST MILES SHE':~, -::i; A:.. TOTAL PROJECT , NO , .:,i-,EETS 07 i Ora 14.6/16.3 I ia 2? 4-18-88 PLANS APPROVAL DATE I 1 I I I L _------"-'-.!!_R/W _j i l _ ~R/W - TO MORNING CANYON RD.\ 98 5 -- □ r RS I J C =, 3 >-8: 0 a. RL STREET NAME SIGN < <:l+-7 A 5 ~ t I I~ I~ R/W r--7 99 a t:: 7 I 11 1 ~ REDUCED PLAN USE SCALE BELOW I 2 I : 3 3 INCHES ON ORIGINAL PLAN~ -t- t I It NOTE• THIS PLAN ACCURATE FOR SIGNAL AND LIGHTING ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS JN INCHES -------CJ-------------- 200 R/W APPROX. 350' LOCATION •3• SIGNAL AND LIGHTING (REMOVAU SCALE• 1• = 20' E-10 cu 07351 EA 061811 0 r w '" "' > 0 w w ac '" w > >-w <: ac 0 X w i >-<: 0 "' u ci >-r w"' "' ~o 0 Jw w => z "' uQ (J Jc,) w <: w ~ (J 0 (J "' w x----w 11; "' " w z "' w u >-u w <D w .; ~ 0 _j "' .. z ~ C ... z .. X 2 (.!) "' z en C .. UJ ... Cl ... .. ,-. u z "' IJ... ::E ... IJ... .. f <{ "' 0:: = I-.. z .. .. !!, I ~ "' '-' ... X .. "' ... C ... "' dP FORM r,c-o~--. ,,._ .... ·. __ ~ I@ 2 . @J @] ill ill • '88) TO GOLDENROD AVE. -¾------- ROUTE 101 NOTES !THIS SHEET) EXISTING 170 CONTROLLER ASSEMBLY TO BE REUSED . MASTER CONTROLLER EQUIPMENT ASSEMBLY TO REMAIN. REMOVE AND DISPOSE OF ALL EXISTING SIGNAL EQUIPMENT, fOUNDA TIONS AND PULL BOXES UNLESS OTHERWISE NOTED. EXISTING CONDUIT, INTERCONNECT SHALL BE ABANDONED . EXISTING LOOP DETECTORS TO BE REUSED. REMOVE AND DISPOSE OF TYPE nEn SIGNAL SERVICE ON P.P. #7J6159H. REMOVE AND SALVAGE EXISTING MARBELJTE STANDARD AND BALLAST COMPLETE. HAUL TO CITY OF NEWPORT BEACH YARD AT 949 WEST 16th STREET. RESTORE SERIES CIRCUIT IN ADJACENT PULL BOX. EXISTING CITY SERIES LIGHTING CIRCUIT TO REMAIN . -------------------- TO POPPY AVE. CITY rr-APPROX. 80' BREAK 4 ,;' , SCEC {NEWPORT BEACH! 07-55-0010-0! 5.410 !20/240V. NOTE• THIS PLAN ACCURATE FOR SIGNAL AND LIGHTING ONLY. FOR REDUCED PLANS ORIGINAL SCALE JS !N INCHES 0 DIST COUNTY 07 Oro 4-18-88 ROUTE POST MIL.ES TOTAL PROJECT 14.6/16.3 PLANS APPROVAL DATE REDUCED PLAN USE SCALE BELOW 1 ~ 3 INCHES ON ORIGINAL PLAN J LOCATION ·4• SIGNAL AND LIGHTING !REMOVAU SCALE• I• "' 20' E-11 cu 07351 0 " r, > " r ~ < 0 ~ ~ ~ " 0 u ' ) u ' ) ) ) J l II] 2. DIST COUNTY ROUTE 07 Oro 4-18-88 PLANS APPROVAL DATE G}- R/W ( TO MAC ARTHUR BL VD. --=-"--_____ -----------'t R/~ L_Jvw~-~------------6 --------__ -_-_-_-_--: __ -"f~T_,:_MARGUERITE AVE_. _____ :.,R:._IW,,_ __ ----------=::===~s.'j::=~~~~16~s~~0~,~-~::-~-::7i!~-----==-=~~\~~=~===-------------- ROUTE i I 163 -w--~-~ ~ ------R-/W ______________ ------------------~ R/W ---- NOTES (THIS SHEET) EXISTING 170 CONTROLLER ASSEMBLY TO BE REUSED. REMOVE AND DISPOSE OF ALL EXISTING SIGNAL EQUIPMENT, FOUNDATIONS AND PULL BOXES UNLESS OTHERWISE NOTED. EXISTING CONDUIT, INTERCONNECT AND LOOP DETECTORS SHALL BE ABANDONED. REMOVE PRESSURE DETECTOR, CONT ACT UNIT AND FRAME COMPLETE. THE HOLE LEFT BY REMOVING THE FRAME SHALL BE FILLED WITH CLASS •c• CONCRETE EXCEPT THE TOP 4 INCHES OF THE ROADWAY SURFACE SHALL BE RECONSTRUCTED WITH MATERIAL TO MATCH EXISTING SURF ACE. REMOVE AND DISPOSE OF EXISTING TYPE "E" SIGNAL SERVICE ON P .P. #2I42295E. REMOVE AND SALVAGE EXISTING MARBELITE STANDARD AND BALLAST COMPLETE. (4 EACH). HAUL TO CITY OF NEWPORT BEACH YARD AT 949 WEST 16th STREET. RESTORE SERIES CIRCUIT IN ADJACENT PULL BOX. < :}+ ~ -> 16 R/W POST MILES SI-IE:i'S I TGTAL TOTAL PROJECT NO I SHEETS 14.6/16.3 20 r 27 l"'"--'""'""-'"I! • ,, (§] EXISTING CITY SERIES LIGHTING CIRCUIT TO REMAIN. OE·92-PF {RfV. 1156) NOTE• THIS PLAN ACCURATE FOR SIGNAL AND LIGHTING ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN !NCHES 0 LOCATION "5• SIGNAL AND LIGHTING (REMOVAL) SCALE• I~ ,. 20' E-12 cu 07351 EA 061811 • • •---- • • >-a, 0 ~ w a: w l--.'i ci?o l!!o :5w :,Z gi ~~ I .. l--u Ill 0 IE 0 ~ w a: w l--< 0 >-.. 0 w " " w I " "' w " u w "' z 0 l-- en z C 0 r <t a: w 0.. 0 u u.. u.. <t l!i ~ CURVE "' st f- l ' - I ~1 I R/W f-- R/W f--w z :J I u 1--" :, TELEPHONE EDISON CO. TOP OF A.C. PAVEMENT 4_2:i' ( TOP OF t PIPE B ED/SON CO. I u " w "'1w 1--1 ~ "' " 0"' ~ 0 w "-z 0 "->-0 l-- >-z => 1--0 u u 10' 25' 25' -,f-i-a"--t-=----t+-10' TELEVISION "'"' ./ / FOR REOUCED PLANS ORIGINAL SCALE IS IN INCHES !~) w 1i1, > ii: o, I l 24' I 25' 25' 3" GAS 8" WATER PROBE 3" GAS 2.7~' FROM TOP OF A.C. PVMT. 33., WATER TO TOP OF PIPE __ ·-·--_L ___ _ EDISON CO. ~w 2.ss' FROM TOP OF A.C. PVMT. TO TOP OF PIPE . (HIGH VOLT AGEJ ~B"WATER TOP OF A.C. PAVEMENT 3.7:i' TOP OF J PIPE A R/W l DIST COUNTY ROUTE 07 Ora REGISTERED CIVIL ENGINEER 4-18-88 PLANS APPROVAL DATE f-- ! f-- CURVE REDUCED PLAN USE SCALE BELOW 3 INCHES ON ORIGINAL PLAN _j UTILITY PLAN SCALE, l".,40' cu 07-351 U-1 R/W 15" ~:~::TER\ 30" WAT \ ER ' 8" SEWER \ 12-4" TELEPHONE \ ~-\ CURVE ~ ' -- --<Ir~-+---~ r' ~ --------- "' -0 - «I t--1 ~ ' CURVE R/W 9-4" TELEPHONE ;/ EDISON CO,_,,/ 12" HIGH PRESSURE GAS EDISON CO. MH c R/W PACIFIC PACIFIC 30" WATER\ --- COAST TOP OF A.C. p AVEMENT 3 75' ( TOP OF j PIPE · l23/4p GAS C TELEVISION 12-4" TELEPHONE ----- COAST HIGHWAY ~ R/W S ~ ___ ,l,_j ~EPHO:~ ~ ---='-"'---_ ------18n WATER :;I-,---! i/__i =--_--- ___::::::-· -_---,- CT R/W i ;-01-tl-,, IIIIIY. 1,a,1 •- / MH , \_GAS R/W ::c I ~ ~ FOR REDUCED PLANS ORIGINAL SCALE 1$ IN INCHES CJ z ~ 0 z >-<Co a: z 0 c( 0 ::. (J a: , 18' 18' 7' -~~~~~~-,. au SEWER -;;,-II-Lili 1 -~ WATER TELEVISION MH ? 81 11/ 7 i I G" SO. CAL. GAS L ~P~RO~B~E~6ii:" fG~A~S;;-;c;c-c-c---3. 78' FROM TOP TO TOP OF PIPE~F A.C. PVMT. TOP OF A.C. PAVEMENT 3.72' TOP OF · t PIPE ( GAS D \ I u i OIST CO~TY ROUTE 07 Ora 4-18-88 PLANS APPROVAL DATE UTILITY PLAN SCALE: 1"~40' U-2 cu 07-351 EA 061811 ) ) ; J ) r > ( ./ 185. 6 MTD P.T.BT. IS'S.N. 30" C.5.CJL.8.C.W.O.JNPT.B. WTR. APPROX. LOC. --------------------------------- -----\'30 !:;!I ------\t-+-----~-----~------+----:;!- '.IC ' u ' ~ ---G-----E------------G---------------~ --__ _L__ ------------5----------------- 12 MTD P.T.8T. ?'E.W. <fl ~ <fl u a:: <1 z 12314" S. CO. GAS 16.G'N.S. 6 MTD P.T.BT. ?'E.W. FOR REDUCED PLANS ORIGINAL SCALE 1$ IN INCHES 0 3" S. CO. GAS 15'5.N. ' DIST COLtHY ACUTE 07 Oro REGISTERED CML ENGINEER 4-18-88 PLANS APPROVAL DATE 30" CONC. STL. CYUL.8.C.W.O.l NPT.8. WTR. 27'W.E. 14 DU. P.T,8T. 34'N.t. TOP OF A.C. PAVEMENT 2 03' TOP OF J GAS PIPE 2" GAS =@ F UTILl-,.Y PLAN SCALE• I" = 40' cu 07351 EA 061811 U-4 • 0 ► ~ " 0 w ~ a: w ~ w < a: 0 • I!! < 0 '► ► lil., " 5@ 0 w §i "' " w ~~ X " a: •-·--i "' w "' u w ... "" ~ z 0 i ~ en z C 0 I-• <{ 0:: w 0.. 0 (.) LL LL <{ 0:: I- • • TELEPHONE PROBE 4• GAS I a4'FROM TOP OF P.C.C. PvMT. ro TOP OF 4• GAS PIPE. TOP OF A.C. PAVEMENT 3.92' ( ]23/4" I GAS r ) E 10' 'I I! I &! f/ r 4" GAS 8" SEWER i 10' /0/Q' 10' 8" WATER- .J w N 1 PROBE 4" GAS 35, FROM TOP OF SIDEWALK ~-0 TOP OF 4• GAS PIPE. FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES C.ST COLIIITY ROUTE 07 Oro Al!""* REGISTERED CIVIL ENGINEER 4-18-88 PLANS APPROVAL DATE l REDUCED PLAN USE SCALE BELOW I 2 I I 3 INCHES ON ORIGINAL PLAN rs" SEWER / r30" WATER 3 ::.i UTILITY PLAN SCALE: l",.40' cu 07-351 EA 06i8!1 Z1 U-3 I • • •---- • • □ ► ~ ., Q w ~ ~ w w !;: ~ □ ~ < Q ' o ► ► ~., <D Q sfil w :,I " ~ u w ~:!I I u I "' w "' u w "' .. z " 0 'I ,_ 0 If U) C 2 0 t- <C a:: w IL 0 u LL. LL. <C a:: t- I • l'OUG oc-o•-~~ w z :0 I u ,_ <l :, 3-4" SOAPSTONES. CAL. EDISON APPROX. LOC. \ 30" CMP STM. DR. \""'""' DR.CHG S. CAL. EDISON 8'-4"5.N. 6" C.I. NPT.B. WTR. 14'5.N. CB I 30" C.C. NPT.B. W:fR. 27'W.E. 10" V.C.P. NPT.8 MUN. SWR. 6'W.E. 2" 5. CO. GAS 6'5.N. ------- ----- 175 ===-=::1-::-=------=---=---=----=-=-=--=c=::I===---_-_-_-.::-:==----------=-=-- 36" RCP STM. DR. r 6" C.I. NPT.8. WTR. 6'N.S. 1zn V.C.P. NPT.B. MUN. SWR. APPROX. LDC. ----=-----~f--- MH 12 DU. P.T.BT. 8'E.W. 8" C.L NPT.8. WTR. 14.S'N.S. 8" C.I. NPT.8. WTR. 20'E.W . J<cc--+- G REDUCED PLAN USE SCALE BELOW 2 ' 3 INCH~$ ON ORIGINAL PLAN 3 ::.1 H DIST C0"4TY ROUTE 07 Ora 4-18-88 PLANS APPROVAL DATE 2-24'' CMP CHC STM. DR. 24" CMP 6" S. CO. GAS 17'N.S. 10" CJ. NPT .8. WTR. 20'N.S. I 18" WTR. NPT.8. 20'W. CURB I 4 MTD P.T.8T. APPROX. LOC. 2-30" CMP APPROX. LOC. J TOP OF A.C. PAVEMENT TOP OF A.C. PAVEMENT TOP OF A.C. PAVEMENT sfoo' TOP OF A.C. PAVEMENT '"" FOR AEOUCEO PLANS ORIGINAL SCALE IS IN INCHES ( t;;. I TOP OF 2;. PIPE , 5• GAS W,3.&i 12:514" GAS ~ I Por-1 I , _HOLE· 1s~-- j 'l' FACE OF CURB/ 2)57• TOP OFj PIPE s• .GAS @ TOP OF! PIPE ( 123/4" GAS=:@ 3:92• TOP OF f PIPE s• GAS @ UTILITY PLAN SCALE• I" = 40' U-5 cu 07351 I) z: 2 ::( :i:: ,J L J J J... ::( :i:: 33~ M.W.D. NPT.B. WTR. APPROX. LOC. 2" S. CO. GAS 6'5.N. 6" C.I. NPT.8. WTR. I4'N.S. l REDUCED PLAN USE SCALE BELOW ~ 3 INCHES ON ORIGINAL PLAN J 164~------------~ --------- <[ 8" C.I. NPT.8. WTR. 20.S'E.W. TOP OF A,C, PAVEMENT TOP OF A.C. PAVEMENT 2,75' TOP OF t PIPE ( 12'1•" GAS @ K FOR RIEOUCEO PLANS ORIGINAL SCALE IS IN INCHES TOP OF L 0 3" 1.P. S. CAL. T. 94'N.N. DIST CO\JIITY 07 Oro REGISTERED CML ENGINEER 4-18-88 PLANS APPROVAL DATE ------------w------------- 2" S. CO. GAS 5"2_'E.W. 8" C.!. NPT.B. WTR. 20'E.W. UTILITY PLAN SCALE• I" = 40' U-6 cu 07351 EA 061811 CO\.IIITY 07 O,a ~~~~ REGISTERED CIVIL ENG tNEER 4-18-88 , 6" A.C. NPT.B. WTR. APPROX. LOC. PLANSAF'PRO AL DATE 18" ~'9 ~•·:s ~-:CYr.;L~._l'N~P'..ITJBL\'~L!>E!:B!~_b,!,C:. \ V.C.P. SWR. ORA. CO. g_5' E.W. • • WTR, APPROX. LOC • 10" C.I NPT.B. WTR. 14.5' E.W. 2" DU . P.T.8T. 19.5' sit_ 2" DU. P.T.8T. 44' E'k 0 4» S. CO. GAS 6' W.E. ;:; w ~ 0 w !I! a: w ~ .. a: 1\ 0--MH ---s--- • w ~ 6" A.C. NPT.8. WTR. 15' W.W. 0 ' o> > w"' "' >-o ~w 0 ::,Z w " :31:1 (.) <"' w (.) 1l X (.) -------------~ _ G W ~ 20· , I -~-=--~----r-:: - " ---....-------:~:::::c:====~-+--:=T-__________ £ __ -------~ 5 B" V.C.P. NPT • .8. MUN. SWR. IO'W.E. 2" D U. P.T.8T. 6' N.S. 1(----I "' w " .. u w 30" G.S.P. NPT.8. WTR. 15' S.N. 21" V.C.P. SWR. 6" C .I. NPT.8. WTR. 14' N.S. 30" C .C. NPT.8. WTR . 27' W.E. .. "" u z 'I 0 ~ .. 8" C .I. NPT.8. WTR. 20.5' E.W. 6" C . I. NPT.B. WTR. 14' W.E. SO. CAL. E DISON APPROX LOC. 2" S. CO. GAS APPROX. LOC. TOP QF p C t SIDEWALK TOP OF4.67' 4 • t PIPE TOP OF 0.G. TOP 4.!io' ( ~Fj PIPE 4 GAS N RE.OUCE.0 f'\.Al'I 1 ~ us£ sc.c.LE eELD'-N 0 I 2 3 6" C.I. NPT 8 .. WTR. 40' E.W. UTILITY PLAN SCALE• I" --40' U-7 POii• OC·C&·&li ORIGINAL S:0 PLANS -. ALE IS IN INCHES 0 FOR REDU 1111) cu 07351