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HomeMy WebLinkAboutR_5781_SX x------------ X X INDEX OF SHEETS FROM 0.1 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION STATE HIGHWAY IN ORANGE COUNTY COSTA MESA ON MILE IN NORTH OF RED HILL A VENUE ON ROUTE 73 OVERCROSSING TO 0.3 MILE SOUTH OF ROUTE 55/ 73 SEPARATION ON ROUTE 55 To be supplemented by Standard Plans doted July, 1992 STRUCTURE PLANS cco "' w~cv \\__U \ i N55-S73 Connector (Bristol ST.) Br. No. 55-0905 ~ \ .. ----------------- \ \ •, \ \ \ i ~· -i;_o e,oo. ~,,o ~co --'·, ·-..... _ ';:,,.., The Contractor shall possess the class (or Classes) of llcense cs specified in the 'Notice to Contractors·. "' l)t.L C< \ w-P- END CONSTRUCTION STA "A"88+75 PM 4,6 N55-S73 C NNECTOR (BRISTOL ST. l BR.N0.55-0905 4 -z, ST CONNECTOR OC _ ...... .....-----THE __ _ H~NNEL ·' f: --------------· • 73 80 \ \ \ \ ~O SCALE FOR REDUCED PLANS 0 2 ORIGINAL SCALE JS IN INCHES 3 65% SUBMITTAL DIST COUNTY ROUTE POST MILE TOTAL PROJECT 5%t1 12 Oro 55, 73 4. 6, R6. 6 LOCATION MAP cu Pr'oJect fnQlneef" Ret;ilster&d CJvn Engineer Oofe Ploris Appr-ovO Dote CITY CF COSTA MESA 77 FAIR DRIVE COST A MESA, CA 92628 MOFF"A1T &. NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUllE 200 SANTA ANA.CA 92704 Contract No. X X x-- >-"' 0 w V, > ,., <r ,., ,_ ., 0 ' O>-w"' ,-0 ., w ...,z aQ ...J"' .,,., uo ,_ :c -<> iii . Q: ., > 0 z 2 ., ., 0 .. g ... t; 2 = ,c a: ... :!; ~ i! a: ,c ... :!I ,c z a: 0 w ~ > w <r ,., ,_ <{ 0 >-al 0 ,., "' (.) w :c (.) ,c > w ::I z ,c .. .. ;: (0 w z C, ,c ~ • ... t; • R/W I 'A'LINE i 24' 0', 12' & VAR OJ 10' [fil I ' 10' _,__ - EXIST SHLD 35' MIN 3' 15' MIN -1"-li----'-'"--"'-'-'-'-<1 AC DIKE R/W . I t--1~~=2¾ --------~." !::: REMOVE rAC DIKE 1L,¾-I 1 CSEE NOTE 3l EX I ST PVMT~---EX I ST SHL~-___ , • 0. 65' PCC 0, 25' AC 0.45'CTB 0,50'AB 0.50'AB VAR A~ "A" LINE 'A' 88+75,00 TO 91+66.03 -- -' ,('~ ', / ',,;t ;,-a EDGE DRAIN'/:'? CSEE NOTE 4l 103' MIN 10' 'D'LINE 12' t 5' 3' 15' MIN OJ [TI 15' MIN 3' "D'LINE R'.W 62' MIN 10' 12' t 0' ,23'& VAR _ _,_,1 8'-'-"'M-"1 Ne,__, I • I Ill AC DIKE CSEE NOTE 3l~i\ OG) [ 2, I OR _, JLA TT£R ----------- EDGE DRAIN CSEE NOTE 4l • II D II OJ OJ LINE 'D' 88+63. 34 TO 93+86, 14 'D' I 06+25. 70 TO I 09+65, 19 R/W 95' MIN 10' I . 18' MIN [fil 10' 3', 12' 8, VAR OJ SOUTHBOUND 24' 'F7'284+77.00 TO 288+63.34 _JOG ----- 8' 3' 'F7'LINE 75' t 40' ROUTE 73 NOTES 65% SUBMITTAL 9-12-9• DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 55, 73 4,6, R6. 6 REGISTERED CIVIL ENGINEER DA TE ,1J; ~fESS'ON.f'( , M,A, KRAt,IAN a'i ==-====~----11~1 kin 14030 1= PLANS APPROVAL DATE 1-'-==-'-'-'===-----1\... Exp §-30-97 If-- CJTY OF COSTA MESA r-.' ....,_ I 77 FAIR DRIVE v~J; CIVIL 4"" COST A MESA, CA 92628 t" OF f,A\,.\~'f:. MOFFA TT & NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 I, DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENG I NEER. 3. FOR LOCATION AND TYPE OF AC DIKE, SEE LAYOUT SHEETS. 4. FOR LOCATION OF EDGE DRAINS, SEE EDGE DRAIN PLANS. STRUCTURAL SECTION TYPES OJ 0,50'ACCTYPE Bl 0.25'ATPB 0,50'CL2 AB I, 00' CL4 AS [fil 0. 35' AC CTYPE Bl 0.40'CL2 AB 0.60'MIN CL4 AS TYPICAL CROSS SECTIONS X-1 NO SCALE '-'---L----------------------------,=-c==-=c----------------------------------· ------------. FOR REDUCED PLANS O 2 3 I ,.., , --'-· ■ AIOA ■ AIOB ■ A20A GENERAL ROAD WORK MISCELLANEOUS Abbrev fat 1 ens Symbols Pavement Morkers ond Traffic L1nes, Typtcol Oetol ts ■ A20B Pavement Markers and Traffic L1nes. Typical Oetot Is ■ A20C Pavement Markers and Traffic Lines, Typtcol Detotrs ■ RSP )2f)I) Pavlltl181'// llorksrs and Traffic Unes,Typlco/ Details □ A24A Pavement Markings-Arrows D A24B Pavement Morktngs-Arrows □ A24C Pavement Morktnos-Symbols and Numerals D A24D Pavement Morklngs-Words □ A24E Pavement Morktngs-Words and Crosswalks □ A35A Portland Cement Concrete Paving Detotls ■ A62A □ A62B ■ A62C □ A620 □ A62E □ A62F □ A73A □ A73B ■ A73C □ A74 □ A75A □ A75B □ A75C ■ A77A ■ A77B ■ A77C ■ A770 ■ A77E ■ A77F ■ A77G ■ A77H ■ A771 ■ A77J ■ A77K □ A78A □ A788 □ A78C □ A780 □ A78E □ A78F □ A80 ■ A81 □ A83 □ ABS Excavation and Backfl 11-Mtscel toneous Dei"ol Is Llmtts of Payment for Excavatton and Bockft I I Bridge-Surcharge and Wal I Llmtts of Payment for Excavation and Backfl I I-Bridge Excavation and Bockftl I-Concrete Plpe Culverts Excavation and Bockftl I-Cast-In-Place Retnforced Concrete Box and Arch Culverts Excavation and Bockfll I-Metal and Plasttc Culverts Markers Markers Dellneators, Chonnellzers and Barricades Survey Monuments Concrete Barrier Type 50 Concrete Barrier Type SOE Heodltght Glore Screen Metal Bean Guard Rat llng Metal Beem Guard Rat I tng-Standard Hardware Metal Bean Guard Roi lfng-Posts and Blocks Guard Ro 1 I FI ares Guard Ra 1 I FI ores Metal Beam Guard Rat I Ing-Mtscel loneous Detal ls Guard Rel I End Anchors (Breakaway) Guard Rol 1 End Anchors (Breakaway Hardware> Barrier and Guard Roll End Anchors Guard Roi I Connections to Bridge Rolls, Retaining Wal ls and Abutments Guard Roll Connections to Bridge Sidewalks and Curbs Thrle Beam Barrier Thrle Beam Barrier-Standard Hardware and Mlsceilaneous Detotls Thrle Beam Barrier-End Anchors Thrfe Bean Barrier Connectlon to Concrete Borrter Type 50 Thrte Bean Barrter Connectlons to Bridge Roi Is Thrte Beam Barrier Connectlons to Brfdge Curbs, Retaining Wal Is and Abutments Thrfe Beem Barrier Emergency Passcigeway Crash Cushion, Sand Ft I led Portable Scale Pad and Approach Slab Data! Is Chain Llnk Fence D A86 Barbed Wire and Wtre Mesh Fences ■ RSP N!1 CUrbs. Dikes and Dr/ve,vrr,,s □ C7A □ C78 □ C7C □ C70 □ C7E □ C7F □ C7G □ CSA □ C8B □ C8C □ C9A □ C98 CRIB WALLS Reinforced Concrete Crib Wal 1-Battered Wal Is-Types A,B and c Re I nforced Concrete Cr 1 b Wa I I -Battered Wa I Is-Types D, E and F Reinforced Concrete Crib Wal I-Vertlcol Wal Is-Types A,B and C Reinforced Concrete Crlb Wall-Vertical Wal Is-Types D,E and F Reinforced Concrete Crib Wal I-Types A,B,C.D,E and F Header and Stretcher Detat Is Design Doto for Reinforced Concrete Crib Wal I Foundation Pressure-Battered Wall Reinforced Concrete Crib Wal I Foundation Pressure- Vertlcol Wal I Stea I Cr t b Wat I -Construct I on DeTo I Is Steel Crib Wal I-Design Data Steel Crlb Wal I-Design Doto Timber Crib Wall-Types A,B,C and D Timber Crib Wal I-Types A,B,C and D Destgn Doto □ 072 □ 073 □ 074A □ 0748 □ 074G □ 075 □ D77A □ 077B □ D77C □ D78 □ D79 □ 080 □ 081 □ 082 □ 084 □ 085 □ 086A □ 0868 D 086C ■ 087A ■ 0878 □ 087G □ 088 □ 088A □ 089 □ 090 □ 093A □ 093B □ 093C ■ 094A □ 0948 □ 095 ■ 097A ■ 0978 ■ 097C ■ 097D □ 097E □ 097F ■ 097G □ 097H □ 098A D 098B ■ 099A ■ 099B ■ 099C ■ 099D ■ HI □ H2 ■ H3 ■ H4 ■ HS ■ H6 ■ H7 ■ RSI' HB ■ Tl ■ T2 ■ T3 Drainage lnleTs Drainage lnleTs Drainage Inlets Drainage Inlets DRAINAGE Drainage lnleTs Detotls Pipe Inlet Grote Detol ls BI eye I e Proof Grate Deta I Is Alternatlve Hinged Cover for Type OL and OS Inlets and Trash Rock for Type OCP Inlet Gutter Depressrons Precast Reinforced Concrete Pipe-Dtrect Design Method Cost-In-Place Reinforced Concrete Stngle Box Culvert Cast-In-Place Reinforced Concrete Double Box Culvert Cast-In-Place Reinforced Concrete Box Culvert Mlscel loneous Oetat IS Box Culvert Wlngwal Is-Types A,B,C Box Culvert Wtngwal Is-Types D and E Box Culvert Warped Wtngwal Is Pipe Culvert Heodwol Is, Endwal Is and Warped Wlngwal Is Arch Culvert Headwat ls, Endwal Is and Warped Wtngwol Is Overstde Drains Overslde Dratns unaerdrolns Construction Loads on Culverts Strut Detatls for Structural Steel Plate Plpes, Arches, and Vehlcular Undercrossfngs Pipe Headwal Is Ptpe Culvert Headwol Is, Endwal Is and Wlngwal Is-Types A,B and C Pipe Riser Connections Drainage Inlet Riser Connections Pipe Riser with Debris Rock Cage Metal and Plastic Flared End Sectlons Concrete Flared End Sections Concrete Arch Culverts Corrugated Metal Plpe Coupltng Detotls No. I-Annular Coupllng Bond Bar and Strop and Angle Connectors Corrugated Metal Ptpe Coupllng Dato! Is No. 2-Hat Band Coupler and Flange Detal Is Corrugated Metal Ptpe Couplfng Details No. 3-Helical and Universal Couplers Corrugated Metal Ptpe Coup I Ing Detat 1s No. 4-Hugger Coupltng Bonds Corrugated Metal Ptpe Corrugated Metal Pipe Corrugated Metal Pipe and Oowndratns Coup I tng Coup I tng Coup I Ing Oetafls No, 5-Standard Joint Detatls No, 6-Positive Joint Detalls No. 7-Poslttve Joints Reinforced Concrete Pipe or Non-Relnforced Standard and Positive Joints Slotted Corrugated Steel Ptpe Drain Detatls Slotted Corrugated Steel Pipe Drain Dato! Is Structural Section Drotnoge System Data! Is Edge Drain Outlet and Vent Detatls Edge Drain Cleonout and Vent Detotls Cross Drotn Interceptor Details HIGHWAY PLANTING Plonttng and Irrigation-Abbreviations Planttng and Irrigation-Symbols Plonttng and lrrlgotton-Detal rs Plonttng and lrrtgatton-Detal Is Plant Ing and lrrtgatlon-Detal ls Pl anting and lrrtoatton-Detal Is Pl anting and lrrlgatton-Detal Is Planting and lrrlgat/a,-Details TEMPORARY FACILITIES Temporary Crash Cushion, Sand FIiled Temporary Crash Cushlon, Sand FIi led Temporary Roi I Ing (Type K> Concre-te Ptpe The Revised Standard Plans <RSP> and New Standard Plans CNSP) which apply to thls contract ore lncluded as lndivTduol sheets of the project plans. The Standard Pion sheets applTcabla to this contract Include, but ore not l!mlted to those Indicated by a marked box. ■ ■ □ □ ■ □ □ ■ □ ■ ■ □ ■ □ □ □ □ □ □ □ □ □ □ □ □ □ □ ■ ■ □ □ □ □ ■ □ □ □ □ ■ □ □ □ □ □ □ ■ ■ ■ □ □ DIST. COUNTY ROUTE 12 Ora 55, 73 4. 6, R6. 6 To accompany plans doted ________ _ T4 Tempcrary Traffic Screen TIO Traffic Control System for Lane Closure on Freeways and Expressways TICA Trofftc ConTrol System for Lone and Complete Closures on Freeways and Expressways Tl I Traffic Control System for Lane Closure on Muttllone Conventlonol Highways 112 Trafftc Control System for Lane Closure on Multllone Conventfonal HTQhways Tl3 Traffic ConTrol System for Lane Closure on Two Lane Conventtonal Highways Tl4 Traffic Control System for Ramp Closures BO-I B0-3 B0-5 B0-13 82-3 82-5 82-8 B2-9 B3-I B3-2 B3-3 83-4 B3-5 83-6 83-7 83-8 RSPBJ-9 83-11 86-1 Brtdge Detar Is Bridge Oetal Is Brfdge Detot ls Bridge Oetal ls BRIDGE 16'' Cost-ln-Drf I led-Hole Concrete Pf le Ptle Detalls-Closs 45 and Closs 70 Ptle Detolls-Class 45C and Class 70C Load Test Anchor Pile Oetatls Retaining Wal I-Type I, H•4'-30' Retaining Wa I I-Type I, H•32' -36' Retaining Wo Ir-Type I A Retaining Wal 1-Type 2 Counterfort Retalntng Wal J-Type 3 Counterfort Retolnlng Wal I-Type 4 Retaining Wall-Type 5 Retaining Wal I De-ta! ls No. I Retaining Woll Details No.2 Retaining Wal I Type 6-6'-0'' Maximum T-Beam Detot Is 86-10 Utl I lty Openings, T-Beom B6-21 Joint Seals <Maximum Movemen-t Ra-ting= 2' ') B7-l Box Gtrder Detot Is 87--5 Deck Drains B7-6 Deck Drains-Type 0-1 and 0-2 B7-10 Utlllty Opening-Box Girder B7-II Utlllty Oetolls BS-5 Cast-Jn-Ploce Prestressed Girder Details Bl 1-7 Chain Link Roi I Ing Bl 1-47 Coble Ralllng Bl 1-51 Tubular Hand Rat I Ing 811-52 Chain L Ink Roi I Ing Type 7 BI I -53 Concrete Barr I er Type 25 811-54 Concrete Barrier Type 26 813-1 Slope Protectton Detot I No. I 813-2 SI ope Protect 1 on Deto i I No. 2 Bl4-I 814-3 814-4 Bl4-5 Structural Steel Plate Vehicular Undercrosslng Comnunlcatton and Sprlnkler Control Conduit (Conduit less than 4'' Diameter) Water Supply Line (Bridge) (Ptpe less than 4'' Diameter) Water Supply Line CDetal ts) (Pipe less than 4'' Diameter) ROADSIDE SIGNS RSI Rooclstde Signs, Typtcof 1nsta1 Iott on Detat 1s No. 1 RS2 Roadside Signs. Wood Posts, Typtcal lnstol lot Ion Detail No. 2 RS3 Roods Ide Signs. Laminated Box Wood Posts. Typlcol fnstal lat ton Dato! ls No. 3 RS4 Roadside Signs, Typlcol 1nsto11otlon Oetol I No. 4 SHEET 1 OF 2 STANDARD PLANS LIST (July, 1992 Edition> Revised June 13, 1994 I CONTRACT NO. I 2-0461 I 4 □ SI □ S2 □ S3 □ S4 □ S5 □ S6 □ S7 □ SSA □ S8B □ SSC □ S8D □ S9 □ SIO □ SI I □ Sl3 OVERHEAD SIGNS OVERHEAD SIGNS-TRUSS Overhead SI gns-Truss. I nstr-uct 1 ans and Exomp I es Overhead s1Qns-Truss. Sing le Post Type, Post Type I I thru VI I Overhead Signs-Truss, Two Post Type, Post Type 1-S thru VI 1-S Overhead Signs-Truss, Single Post Type, Structural Frame Members Overhead Signs-Truss, Two Post Type, Structural Frame Members Overhead S1gns-Truss, Structural FrCD'Tle Detot IS overhead Signs-Truss, Frame Juncture Detatrs Overhead Signs-Steel Frame Removable Sign Panel Frames Overhead Signs-Removable STgn Panel Frames, Overhead Formed Panel Mounting Detatls Overhead Signs-Truss, STgn Panel Mounttng Detotls, Lanlnoted Panel -Type A Overhead Signs-Truss~ Removable Slgn Panel Frames 110· and 120· Sign Panels Overhead Slgns-Walkway Details No. I Overhead Overhead Overhead Signs- Slgns- Stgns- Walkway Detatls No. 2 Walkway Safety Rof llng Truss Pl le Foundation Detof Is OVERHEAD SIGNS-LIGHTWEIGHT □ Sl4A Overhead Signs-Lightweight Balanced-Sfngle Steel Post Connection and Mounting DetoTls □ Sl48 Overhead Signs-Lightweight Balanced-Single Steel Post Detatls □ SIS Overhead Signs-Ltghtweight, Type A, Connectlon Details □ SIG Overhead Signs-Llghtwelght, Type B, Connectlon Details □ Sl7 Overhead Signs-LTghtwelght, Type C, Connection Details □ S18A Overhead Signs-Ltghtwelght, Stgn Panel Mounttng DetaTls, Laminated Panels-Type A D SIBB Overhead Signs-Lightweight, Ltght Fixture Mounting Detal Is D S20A Overhead Signs-Ltghtwelght Post Details D S208 Overhead Signs-Lightweight Foundation OVERHEAD SIGNS-BOX BEAM CLOSED TRUSS ALTERNATIVE □ S39 Overhead Signs-Box Beam, Closed Truss Foundation ■ S40A Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Members □ S40B Overhead Signs-Box Beam, Closed Truss, Single and Two Post Type General Frame Detal Is ■ S40C Overhead Signs-Box Beam, Closed Truss, Ribbed Sheet Metal Detofls D S40D Overhead Signs-Box Beem, Closed Truss, Two Post Type Frame Detol ls □ S40E Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Juncture Detol Is □ S40F overhead Stgns-Box Bean, Closed Truss, Two Post Type Post DeTalls □ S40G Overhead Stgns-Box Beam, Closed Truss, Stngle Post Type Frame Members D S40H Overhead Signs-Box Beam, Closed Truss, Single Post Cantilever Frame Detat Is □ S401 □ S40J □ S40K □ S40L □ S40M □ S40N □ S40P □ S40Q □ S40R □ S40S □ S40T Overhead Signs-Box Beam, Closed Truss, Single Post Canttlever Frame Juncture Details Overhead Signs-Box Beam, Closed Truss, Single Post Cantrlever Post Detoi Is Overhead Signs-Box Beam, Closed Truss, Stngle Post Butterfly Frame Oetol ls Overhead Signs-Box Beam, Closed Tr~ss, Single Post Butterfly Frame Juncture Detol ls Overhead Signs-Box Beam, Closed Truss, Slngle Post Butterfly Post Deto I Is OVERHEAD SIGNS-TUBULAR Overhead Signs-Tubular, Instructions and Examples Overhead Signs-Tubular, Slngle Post Type Layout and Pipe Select ton Overhead Signs-Tubular, Two Post Type Layout and Pipe Sections Overhead Signs-Tubular, Structural Frame Oetat Is No. I Overhead Signs-Tubular, Structural Frame Detal Is No. 2 Overhead Stgns-Tubular Foundation Detal Is ■ ■ □ □ □ □ ■ □ □ □ □ □ □ □ □ □ ■ □ □ □ □ □ □ □ □ □ □ □ □ ■ □ ■ □ □ □ □ □ □ □ □ □ □ □ □ □ SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS ES-IA Signal, LlghTlng and EleCTrlcal SySTems-Symbols and Abbreviations ES-1B Slgnal, Lighting and Electrlcol Systems-Symbols and Abbrevlottons ES-2A Signal, Lighting and Electrtcal Systems-Servlce Equipment ES-28 Signal, Lighting and Electrlcol Systems-Service Equipment ES-2C Signal, Lighting and Electrfcal Systems-Servfce Equipment Notes ES-2D Signal, Lfghtfng and Electrical Systems-Service Equipment and Typical Wiring Diagram, Type A ES-2E Signal, Llghting and ElectrtCal Systems-Service Equipment and Typtcol Wiring Diagram. Type B ES-2F Signal, Lighting and Electrical Systems-Service Equipment and Typlcol Wtrlng Ota.gram, Type C ES-3A Signal, Lighting and Electrical Systems-Signal Heads and Mountings ES-3B Signal, Lighting and Electrlcal Systems-Slgnol Heads and Mountings ES-3C Signal, Lighting and Electr1cal Systems-Signal Heads and Mountings ES-3D Slgnol, Lighting and Electrlcol Systems-Slgnol Heads and Mountings ES-3E Slgnal, Lighting and Electrtcal Systems-Slgnol Heads and Mountings ES-4A Stgnol, Lfghttng and Electrical Systems-Controller Cabinet Detot Is ES-4B Signal, Lighting and Electrtcal Systems-Controller Cabinet Detat Is ES-4C Stgnal, Lighting and Electrical Systems-Controller Cabinet Detol ls ES-4D ES-4E ES-4F ES-5A ES-5B ES-SC ES-5D ES-5E ES-SF ES-6A ES-6AA ES-6B ES-6C ES-6D 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 Irrigation Controller Enclosure Cabinet Signal, Llghttng and ElectrTcol Systems-Telephone Demorcatlon Cabinet Oetal Is Stgnol, Lighting and Electrtcol Systems-Telephone Demarcotlon Cabinet Detai Is Signal, LlghTlng and ElecTrlcal SysTems-DetecTors Stgnol, Ltghttng and Electrtcar Systems-Detectors Slgnor, Llghtlng and Electrtcal Systems-Detectors Signal, Lighting and Etectrtcol Systems-Detectors Stgnot, Llghttng and Electrlcor Systems-Detectors Stgnal, Lightlng and Electrtcal Systems-Pedestrian Barricades Slgnal and Lighting Standards-Type I Standards and Equtpment Numbering Slgnal Standards-Push Button Post Lighting Standards-Types 15, 21 and 22 Lighting Standards-801 to 160' High Most Light Pole, Foundation Detatls LlghTlng Standards-Types 30 and 31, Sllp Base LlghTlng STandords-Type 32 Lighting Standards-Types 30 and 31, Slip Base Plate Details Lighting Standards-10 Degree Type Ltghttng Standards-10 Degree Type, Detal Is Stgnol and Lighting Standards-Case I Arm Loading, Wtnd Velocity= 70 MPH, Arm Lengths 15' to 30' Stgnol and Llghttng Standards-Case 2 Arm Loading, Wlnd VeloclTy = 70 MPH. Arm LengThs 20' TO 30' Signet and Lighting Standards-Cose 3 Arm Loading, Wtnd Velocity a 70 MPH, Arm Lengths 15' to 45' Signor and Lighting Standards-Case 4 Arm Loading, Wind VelOCITy = 70 MPH, Arm Lengths 25' TO 45' Stgnol and Lighting Standards-Cose 5 Arm Loading, Wind VeloclTy = 70 MPH, Arm Lengths 50' TO 55' Signal and Lighting Standards-Type 40-0-80 Signal and Lighting Standards-Cose I Arm Loading, Wlnd Velocity= 80 MPH, Arm Lengths 25' to 30' Slgnal and Lighting Standards-Cose 2 Arm Loading, Wind VeloclTy • 80 MPH. Arm LengThS 20' TO 30' Signal and Llghttng Standards-Cose 3 Arm Loadtng, Wind VeloclTy • 80 MPH, Arm LengThS 20' TO 45' Signal and LlghTlng STandords-Case 4 Arm Loading. Wind VelOCITy = 80 MPH. Arm LengThs 25' TO 45' Signal and Lighting Standards-Cose 5 Arm Loading, Wind VeloclTy • 80 MPH, Arm LengThs 50' TO 55' The Revised Standard Ptons CRSP) ond New Standard Plans (NSP> which apply to This contract are Included as lndlvTduat sheets of the pr-oJect plans. The Standor-d Plan sheets applicable To thTs contract Include, but or-e not llmtted To those TndfcoTed by a mor-ked box. □ □ □ □ □ ■ ■ ■ ■ ■ ■ ■ □ □ ■ ■ □ ■ ■ □ □ □ □ ■ □ ■ ■ □ □ □ □ □ □ □ □ □ ES-6S ES-6T ES-6TA ES-6U ES-6V ES-7A ES-7B ES-7C DIST. COUNTY ROUTE 12 Ora 55. 73 4. 6, R6. 6 To accomPony plans doted ________ _ Signor and Lighting Standards-Oetotls No. I Signal and Llghttng Standards-Details No. 2 Signal and Llghttng Standards-Pole and Most Arm AlternoTlves Llghting Standards-Types 10 and 15 SI Ip Base Insert Signal and Sign Standards-Type 33 Left Turn STgnal, Lighting and Electrtcol Systems-Electrlcal Detar Is, Structure lnstaf lctfons S1gnal, Lighting ond Electrical Systems-E!ectrtcal Oetoi ls, Structure lnstol lat tons Signal, Ltghtlng and Electrlcol Systems-Electrtcal Detol Is, Structure lnstol lot Ions ES-7D Signal, Lighting and Electrtcol Systems-Electrical Detat Is, Structure lnstal lotions ES-7E Signal, Lighting and Electrlcal Systems-Electrlcal Detol Is, STructure lnstol lat Ions ES-7F Signal, LlghTlng and ElecTrlcol SysTems-Flush SofflT LumTnalre Modlftcatlon Detal Is, Structure lnstal latfon ES-8 Signal, Lighting and Electrical Systems-Pu! I Box Detat is ES-9A Signal, LTghttng and Electrlcol Systems-Cantilever Flashing Beacon. Types 9, 9A, 98 ES-9B Stgna1. Lighting and Eleotrtcol Systems-Conti lever Flashing Beacon, Types 9, 9A, 9B ES-10 Signal, Lighting and Electrtcal Systems-lsolux Diagrams ES-I I Signor, Ltghttng and Electrical Systems-Foundation Jnstol lot tons ES-12 Signal, Lighting and Electrical Systems-Pedestrian Undercrossing Fluorescent Llghttng Fixture ES-13 Signal, LlghTlng and ElecTrlcal SysTems-Spllclng DeTalls ES-14 Slgnal, Lighting and Electrtcal Systems-Wtring Detat I and Fuse Ratings ES-15 Signal, Lighting and Electrlcol Systems-Pedestrian Overcrosstng Fluorescent Ltghtlng Fixture ES-27A Signal, Lighting and Electrical Systems-Exttngulshable Message Stgn, 10'' Letters ES-278 STgnol, Llghtlng and Electrical Systems-ExtTngulshable Message Stgn, 10'' Letters ES-28 Slgnal, Ltghttng and Electrlcol Systems-Exttngutshoble Message Sign and Flashing Beacons ES-29 ES-30 ES-32A ES-32B ES-33 SIGN ILLUMINATION Sign II lumlnotlon-Mercury Sign Il lumrnatlon Equipment Sign II lumlnotlon-36" Fluorescent Sign II lunlnatton Equtpment Sign Illumlnatlon-Slgn II lumtnotlon Equipment Sign II luminotton-Sign II lumtnotlon Control Sign II lumlnatton-Internally Il lumtnated Street Name Sign NEW STANDARD PLANS NSP A40 Rumble Strip DeTal IS NSP A75D Concrete Headlight Glore Screen USP AB6 eu, b Ro111~ Bolol Is lie. I }cANCELED NSP A09 eu,b Ro111p Deloll,!!i Mo. 2 NSP T7 Constructton Project Funding lndenttflcatlon Signs NSP TIS Traffic Control System for Movtno Lone Closure on Multi lone Hlghwoys NSP Tl6 Trafftc Control System for Movtno Lone Closure on Multllane Highways NSP Tl7 Traffic Control System for Movfng Lane Closure on Two Lone Highways SHEET 2 OF 2 STANDARD PLANS LIST (July. 1992 EdlTlon) Revtsed June 13, 1994 !CONTRACT NO. 12-0461 I 4 X c:, w >-II) m > c:, "' "' a: II) "' > ... "' .. a: c:, X "' ... "' c:, ' c:,,->-wm " '""o .. "' c:, --'z "' i]g "' u .JU> "' "'"' :c "" u C > Ill ... ::, x---,: z C) ;;; C a: ..I "' ::! > 0 > •c• L \NE ROUTE 73 90 275 280 285 290 95 'F7' 95 z D II) ;;; "' Ill 0 z " C L-1 ,. 0 ;:: C .. a: X 0 ... ... z C a: .. ... 0 .. ,. ... .. .. a: C ... ... .. :!i z a: 0 ... i ::i C .. ... X 0 .. C .. co • FOR REDUCED PLANS O ~,.~ .. ~~ ,. .. ,.~ _..,,,. ....... ...D,,..,.,,, -,.,-,, C" •<'.' "' ,,,,-.,,,.,-I ;. -=•----~ BRISTOL ~ '-V • <:,' ,:,0 ' LINE '£'. "' 0 ., "' ,0 N w ,0 z .., Ill :. s 0 a: "' 0 "' C> N 0 "' ... w z 0 ..J 0 -;:,, "" < l,y<' 2 ' 3 ' "' ... N . -". <,., ~ L-2 310 •A' LINE 315 320 110 I 15 120 65% SUBMITTAL 9-12-94 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 55, 73 REGISTERED Cl\lfL ENGINEER PLA.NS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA ~ESA,CA 92628 MOFFATT &. NICHOL, ENGINEERS 4, 6, R6, 6 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 9270~ 325 KEY MAP AND LINE INDEX NO SCALE K-1 r11 I???? X >-., " "' \I) > "' a: X "' ,-. ., 0 ' O>- "'II) ,-. 0 ., "' -'z i3Q _,.,, .,.., <.)0 ,-. :,: x---" iii -0: "' > 0 z " iii "' 0 z 0 ;::: <C .. a: X 0 ... ,,. z .. a: .. ... 0 .. z ... ,. .. a: .. ... ... 0 :!!i z a: 0 ... :ii <C .. ... X 0 ,u .. <C .. .. i:-n~u 0 "" V, > "' a: "' ,-. ., 0 >-II) " "' ~ " "' :,: " C > Ill :, z C ..I = > II) Ill z C, C I • NOTE• FOR COMPLETE RIGHT OF WAY ACCESS DATA, SEE RIGHT OF AT DISTRICT OFFICE. ABBREVIATIONS C&G CURB & GUTTER R/W J < •.. R/W l\r"-nl'"-~?-PI' ,..._.-V "·"""' ,. -=•- AND ACCURATE WAY RECORD MAPS LEGEND ~ STRUCTURAL SECT I ON TYPE ~ ··,, •••• -·· _.,._"< -··· CURVE ALIGNMENT DATA NUMBER PLACE AC CMISC AREA) 0. 17' AC CTYPE B> / R 3,000' FOR REDUCED PLANS <"',<>lf'cl"IAl C:f'A.I I'" PC: 11,1 l~l('!-10:-C: 0 I CURVE DATA A 5·09•51• T 135. 29' 2 I 3 I L 270,40' / /y>:,-:: 'D' 88•63.34 POT• ,.....,,.,,,,__;'} ...-\~--... ; / I',-- ::::{::: ••••• ... .--.. <:~·:·:·· '·,.,. ,· ---,.¥- ;:. ,;~-:: -... 65% SUBMITTAL 9-12-4 01ST COUNTY ROUTE POST M!LES SHEET TOT AL TOTAL PROJECT NO. SHEETS f:IJ 12 Oro 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF COSTA MESA 77 FAIR DRIVE COSTA MESA, CA 92628 MOF'FATT & NICHOL, ENGINEERS 4. 6, R6. 6 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 LAYOUT SCALE• I• •50' L-1 I???? 1)4~ 1 ! 1 C, w >-'!l Ill > C, w "' 0: V) w > I- "' .., 0: C, X "' I-.., C, ' C>>->-WIil Ill I-C, .., "' C, -'z w {39 " u -' V, "' <tW :i; UC> u < > Ill ,-. :) cc z x---" iii < 0: .J w ::! > 0 > z ~ fl,I "' Ill 0 z C, < .. 0 ;:: ,c .. a: X 0 a. ... z ,c a: .. ... 0 .. .. ... "' .. a: ,c a. ... 0 ::! z a: 0 ... i :::; "" u ... X 0 ... ~ .. ... • NOTE• FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. CURVE DATA R " T L CD 3.000' 5"09'51' 135.29' 270.40' ® 850' 77• 37' 16' 683. 68' 1. 151. 53' ® 3. 750' 6'018'22' 206.58' 412. 73' R/1'1 •; -~ ····•'!""'-'""";,, ~----:~::-: ~~-~ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 MATCH LINE 2 3 ~~--~$ ·-· \ \ "\., r:::.;,":' : ::;;;g;:¼sj 32; c W • '.NG f:'.Ck •.. ;, .. • tlMI I I AL 9-12-94 SHEET TOTAL NO. SHEETS DIST COUNTY ROUTE POST MILES TOTAL PROJECT /' t--1_2.J..__o_r_a_.1__5_5_,_7_3__J_4_._6..c,_R_6_._6__JL.____JL.__ _ _j cu REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA MESA,CA 92628 ···, ·;c·;-- ~"-·" • 12222 LAYOUT SCALE• L-2 EA 04611 I ,.. "' 0 w !/J > w 0: • w ,_ .. 0 ' o,-wa:, ,--0 <w 55 u_ JV, <tW uo ... :,: x---Q "' 0: "' > 0 z 0 iii w 0 z 0 ;: ,c ... a: • 0 ... ... z ,c a: ... ... 0 ... z ... • ... a: ,c ... ... 0 ::5 z a: 0 !!: ... ,c .. ... • 0 ... .... ,c ... ... "'"' ·-"'•·"- 0 w !/J > w 0: w ,_ .. 0 ,.. "' 0 w " u w :,: u cC > w ::i z cC ..I ..I > (0 w z C, cC i • NOTE• FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. "' ' _, I-' t;J , .•••... ··· .. •·"'· ·! v; ........... :·:.ti-~sij~~-~-;_;_:}it·:t ________ .~ .. ~-~-~--~ ~ i :::tt .::~?)_:·-·-· ·~------------·-:' f ,, -<~.'.~ .. .... _ .············_~ DC-OE-92-?F !REV. 3/89) -:::: :'.,~r-t:\r· ;;.,:;·.:~.;.:: -:.::::::: i:,:) .• -~b CURVE DATA R A T CD 3,750' 6"18'22" 206. 58' ® 9. 925' 6' 15'56" 543. 21' @ 10,000· 7"18'44' 638. 98' -----~·:::······ ----=~:-,;=·-''----·;.~--:-:;-""· / FOR REDUC~O PLANS ORIGINAL SCALE IS IN INCHES 0 L 412. 73' I, 085. 34' I, 276. 22' 2 3 0~7o .:,uaMI I I AL - I -4 DIST COUNTY ROUTE POST MILES SHEET TOTAL 12 Ora 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA MESA,CA 92628 TOTAL PROJECT NO. SHEETS 4. 6, R6. 6 MOFFATT .&,, NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 9270~ ·a..,,. •••••-• ••••••••••••••~;•:•••••••••i'.•--•,A¥."K.-.... •••·•••~~. ••••"•~:•:,~"•' • -'.».;:: ···=····.-r: LAYOUT SCALE• I' •50' L-3 cu 12222 EA 0461 I I X u "' "' "' "' • R='3000' 65% SUBMITTAL 9-12-94 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 55, 73 4.6, R6.6 u R=850' ~ REGISTERED CIVIL ENGINEER //... ~llf~P,Y,1{ g PLANS APPROVAL DATE '"'" Ma~~=~- + 1-=======-----11• ~ • °' ,q-CITY OF COST A MESA ~ '~==c.~1\1 Q 4\ 77 FAIR DRIVE ~ ;N ~ t--t--+---+-----.,e----+-----.------+---+------t----+----~~~ .. 1 T---1 --1 ---1 ~~ff-T-----!~1----1 --1 ---1 ------T---,---j----+-----;---t---i,..'.c,:o::_sT'..'.A'....'.'."'.:•s~•:•,:c•~92~••'.'.•'...._ _____ _:::::!'§'~'~~'::·'-::__---l C w ,. V, Ill > C w w "' !!! w > I-w .. "' C X w I-.. C ' C>-,. WIO Ill ,_c <w C --'z w aQ " u --'"' w <lW :,: UC u C . > w I-::, )(---I z " C ;;; "' ..I w ::! > 0 > z " II) iii w w C z C, C .. S! ... C ... a: X 0 ... ... .. .. a: ... ... 0 ... .. ... .. ... a: C ... ... .. ' .. z a: 0 !!: i ..., .. ... ... 0 ... ... C ... ... • ~ +15¾ .,. ~w C: :g +10¾ l-~'-'-+----+------,,_--~----1-------+---+------t----+----+---~---+----t--• t-z _ _,_ __ ., RJ ... JE.S ····- -+5¾ O¾ -5¾ 1_1 -27. 100' vc LT ETW ' LJ -5¾ "' "' 7 IOQ' N N VC LT ES • • -10¾ g g • -15¾ \ ........... ./.QO,·····V€ 7 0 "' • RT ES I\ ROTAT ON LT ET~ & ES J) MOFF'ATT &. NICHOL, ENGIIIIEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA.CA 9270~ +I I¾ "' ' a. !"" w :x: Vl w w .. I/.) w z --' :x: u .... .. ::,; -I I¾ + 10¾ O¾ -5¾ -10¾ -15¾ 1---1----t---i----+---'----t---1----1---1----t---+----+--"~ UPER LEY ~TION DIA G .. =A=M=--t---'----t--~1----t----;· (,//r:,_ ---+---+-----+---+---+---+------+----<,- "D" LI NE : [: r : I I : J I _;; . I .,,<"'i l----t---+---t----'----+----+---+----t----+----+-----+---+-----t---+---t----+---+----t---+---1-----+---+-----1+-------;; .... ----: . ,/ ~ WESf CONNECt/'OR OC 70 65 0 "D"LINE 4 PROFILE SCALE• I• =50' H I• •5' V 70 65 55 50 45 P-1 "'-l-+---------------------------------------------------------------------------------------------------------------1 FOR REDUCED Pi.ANS o 2 nc,,-,,~,~t <::f'~, i:-,,:: ••• ,.,,..,..,,.._. I 3 ' 12222 ()AF\111 X X x--- X X " w >-!!l a, > " w w 0: !!l w > >-w <( 0: " w >-<( " ' C>->-w a, a, '""c <w " --'z w i:39 "' " ..JIil w <( w :c "" " ,c > Ill >-::, :c z " ,c iii 0: ... w ... > 0 > z " fO iii Ill w C z C, ,c z ~ C ... .. 0 ... .. z C .. ... ... 0 ... z ... .. ... .. C ... ... "" . C iii .. 0 !!: I :;: ... ... 0 ... .., C ... .. • 85% SUBMITTAL 9-12-94 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 55,73 4.6, R6.6 tj R=3750' LT f;: ES. ~ REGISTERED CIVIL ENGINEER ~~~ J.d ~ f/Sj'J M.A. KRAMAN 1 f----j-----t----1-----t---f----t-----t----,l------,-----j----;----+----'L----s,"'\f' ---+----r---+----f---+---+----1-----l,,ot----+-----+----+----< tff M.A. KRAMAN \ ~ [ ~ "'"""====c-==,------"" Mo 44030 _ J' +: g , a, 1-•~L~AN_s~•·-·-•~o~vA~L~O""A"T"-E-----1v• F'YP §-30-97 /* :s a.. ~ CITY OF COST A MESA -!>., CIVIL /4't--o 77 FAIR DRIVE -1~ ::i-9.."' 1--'--="'-:l---+---l---~.,,Q+---+-------+:ll,----+---l---+---+-------+---+---1--~~f---+-«'°>t----i~--+---l---4----'-----l-----+--~l-l---r--j--j~CO:::S::T_:A:_M:E::S:A:• C::A:._:9:26::2:8~-----_:::';!•~~F=C:@><~'":::::_"_--J +15¾ +10¾ +5¾ O¾ -5¾ -10¾ -15¾ ' .. >-w :,: .,, w w V> w z ..J :,: " ,_ .. ,. + I I¾ - I I¾ 0 t N MOFFA TT & NICHOL, ENGINEERS 6 "' RT ES • i ✓AXIS OF RO AT ION ' '-..___ LT ETW & ES "' .,:!··· ., + (D 3720 SOUTH SUSAN STREET• SUITE 200 o SANT A AND, CA 92704 ~·" co . z -3¾"\J !OO(VC ,, IOO'~C 'f--LT ETW i""-u E g + 0 0 + -2¾ O¾ -5¾ -10¾ -15¾ 1-----t--+---+---+--1---+---+----+---1----+----+---::---+' --1--_____,.$UPERELEV ATION DIAG AM "D"'L I NE <-- S>~·t-----+----,-~tB<--+-----+----+----+ .. -~1-->-----+---+------'···-·,----+---+---;----+----+---'-----,----l----+---+-----'---+---l----l----l ... r,,') 1fl :or--o 0~ W U) [:5 0 C; ~ O 1"'i • d G\~~ 70 o ~ ~ ~ ~to -iJ 70 1--'-"'--l----1----'_>lcn'"·· c-----t---+---1-~+-•••• t----;----t-~nt--t---+-----ir---J. ...... tn 0 1------+---+-----+"',t----tr----+-----------'----+-""i-,n-----+------+---+----1l----+----l-----+---+-"-"--l • • 0-0 --~.· C CO --a,a, .. LO -C) 0 + 0 65 ~ ___ 9 __ ;\ • ,,,----~ROFILE ;GRADE • I~ ~•~--..;''---,~ea'---,_;-, -----'_,--'::C'-··l•"'-..J.---+----+---t---+----+---1---+---+-'6"'5-t r--'-6~0-t---+--~-.~+~~--~-.--~-~-----~t-i~---~-~-~-:~-;=+;--~--·--=--=-:-~+f---.:--~-'-;'•+~~~, -~' • .,;,;.------r~;~T.i=~ • $ ~ ~ i • ~'-i----+----+---+---1----+---+-------+---+--=6-=0--1 ,__55_+----+--~m,..i..~~-----·-··: T Esl NS -S73 C( NNECTOR \ I ·/ c2, I 8¾ r}~::::~:..2-:§::::~::~.:;::;.:::;c~::-~::;::;s __ ;P.;L::_;_I_N;.E;:::·~'=~-:::~c:::::::::..a..:--r: .:::_:._:_,:_: __ ]_;:-:.-'-\J(~.-~ .. c::;;',,.50~. OG '··7··T'--t-----t'-------if---t---+---+5"'5~ : (BRISTOL ST. )j \ ! ,,,,' I I +--5-0-t-------f-----f----+----+--,su '~~u~%i'~\;fi2~--\· V, i ' ,:--,---,----i---,---,---,-----+---+---+---+----+----+----+----t----+---+---+---+-'5'-'0-t \ l 5 ! / 45 \l tii : I 45 l---t----t----<-----+----+----+----+----1----+----->, 1 • a::: I , ··/---i-------,---~----,----t---~----j-----t---+----lr----+---t------t---+---'1---+---i----+...cc"-J mj f 'I ,_.,j / I i ./ l--'-40=-1----1----+----+----+------+-----l---l---l----+\1--+--':-1---1-f·---f---j----+----;----;-----,-----1---;---'-----+---+--+---+----l---'---l---l----+---+-4'"0"--l I i I PROFILE I i ,: t--'3~5'--t---t---+---t---t---+--+--+----ll----+-1,\--l-, _ _:_i --+,---///;..! --+---+---t--"_D_".,..\L_I_N'-'E'--,,----+---t---+---+----lc---+--+--+---+---'---....J..-----'---.L..:3,_,5'--1 ---~_;-y ___ ....J Statlcsn I ' 7 FOR REDUCED PLANS O 1 2 3 \ Ill PROFILE SCALE• I• =50' H I' •5' V P-2 FORM OC-OE•'ill-PF (REV. 3/88} ORIGINAL SCALE IS IN INCHES I~-~•-~'~--~'~-~' lcu 12222 04611 I X 0 w >-!Q "' > 0 w w a: "' w > .. w ""' a: 0 X w .. ""' 0 ' O ► >-wm "' .. 0 ""'w 0 -'z w =>c, " 0-0 JV, w .. w :,: 00 " ,c > w .. ~ x---:,: z !2 ,c "' 15 ... > ::! 0 > -~ --·-· r-S, , 1 ~--- z !2 ., "' w "' 0 z C, ,c z 2 ... ,c ... a: X 0 ... ... z ,c a: ... ... 0 ... z Ill ,. ... a: ,c ... Ill .. i a: 0 !!: i ,c .. ... X 0 Ill .. ,c .. -• FORM DC-0£-92-PF /REV. 3/881 "F7• 283+80.00 .... ~ .......... _ ............. . J -- 285 -- -- ROUTE 73 NB55 TO 8B73 CONNECTOR AT ROUTE 73 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 'F7' LINE 3 IH>% 5U8MITTAL 9-12-94 OIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 55,73 4, 6, R6, 6 REGISTERED CIVIL ENGINEER DATE PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COST A MESA, CA 92628 MOFFATT • NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 'D' 88•63. 34 POT• 175'LT "F7" 288•63.34 ~'1> ~O• LEGEND U40. 77 , 41. 27 'D" LINE 41.51 (41. I l XX.XX FINISHED ELEVATION (XX.XX) EXISTING ELEVATION POT - -- -- PAVEMENT ELEVATIONS CONSTRUCTION DETAILS SCALE• r • •20' C-1 cu 12222 EA 04611 I X h!.:"is;·\:.-1; -);:•-,. C "' >-~ "' 0 "' "' a: V, "' > I-"' .. a: 0 X UJ I-.. 0 ' C>->-"'"' "' >-o <w 0 -'z UJ ag "' u ..J Vl UJ <UJ :,: uo u cC > w I-::, x---:z: z ~ cC a: ... .. ::! > 0 > z Q (I) "' w .. Q z C, cC "' .. ;:: .. ... .. X .. ... ... z .. a: ... ... .. ... z ... ,. ... a: .. ... ... .. ~ z a: .. ... i :::; ~ u ... X .. ... ... ... ... • FORM OC-0£-92-PF IA£.V. 3/8Sl ;. ·='"- • D' I 09•65. 19 EC• 24'R 'A' 91•65, 3 POC ..... ·•--... ········~--- -- ROUTE 55 -., . ... _ .:'"••····· ...... -:-· ------........ RIW ' IS ........ ~ /··· 1, 90 v 235 NB55 TO S173 CONNECTOR AT ROUTE 55 FOR REDUCED PLANS O 2 3 ORIGINAL SCALE IS IN INCHES -~ ........... .. , ....... _ 'A' 88•75.0d • ····-·······--------·· NEWPORT tH>✓o ~UISMITT AL -I -4 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE ClTY OF COST A MESA 77 FAIR DRIVE COSTA MESA,CA 92628 MOFFATT & NICHOL, ENGINEERS 4, 6, R6. 6 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 ...... -........... . BLVD ·-,l/ ;._· ••••• ---·--·----------~-----··-···········------ -- -- 'F5' LINE PAVEMENT ELEVATIONS CONSTRUCTION DETAILS SCALE• I' •20' C-2 cu 12222 EA 046111 >-"' 0 w 'il > w a: • w I-<( 0 ' O>-wm ,_o "'w -'z aQ -' V) <(W uo ,_ ,: x---<> iii a: ,w > 0 z <> iii w 0 z 0 ;:: ,c .. a: X 0 ... ... z ,c a: .. ... 0 .. z ... .. .. a: ,c ... ... "' ~ a: a: 0 ... ::i ~ ... X ... 0 ... .. ,c .. ... "'™ 0 w Vl > w a: w I-<( 0 >-"' 0 w "' u w ,: u ,c > Ill :, z ,c ..I = > fl) Ill z Cl ,c i • OC-OE-92-PF tREV. 3/881 :)(!' RCP ... -----------· R/W THIS PLAN ACCURATE FOR CONTOUR GRADING ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS lN INCHES 0 2 ' / .... / V'6/o VUUIWII I l"I ■- DIST COUNTY ROUTE POST MILES SHEET TOT AL TOT AL PROJECT NO. SHEETS 12 Oro 55, 73 4. 6, R6. 6 REGISTERED C1VIL ENGINEER DATE PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA MESA.CA 92628 MOFFATT & NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92T04 t j-' •••...... l ••. -.-... -.. -.. -.. -... -.. -.-.. '+::_----.. .-.:· i,: ......... ,.~ .. / N ' C) 1-w w :c "' CONTOUR GRADING SCALE• I' =50' G-1 cu 12222 EA 04611 I X )(--- X X >-al 0 w v> > w "' w >-.. 0 ' O>-Wal >-0 .. w -'z aQ _, v> .. w <.JO ... :c <> iii IC w > 0 z <> iii w 0 z 0 ;:: ,c ... a: 0 ... ... z ,c a: ... ... 0 ... z w ,. ... a: ,c ... w "' ,c z a: 0 !!: ~ "" <> ... 0 w ..,, '"' ... ... 0 w v> > w "' w >-.. 0 >-al 0 w "' <.J w :c <.J cC > Ill ::, z cC _, :::! > "' Ill z Cl cC i • w z .J ,,-· '~~= l"ORM OC-0£-92-PF !REV. 3/88) ------------ -....... ·:.:;. - ) '-.'. • .. :-..✓~; RI'« FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 MATCH LINE ~ '\ '• ,. __ ~ --. /' -~ -- .-,,~-- l j / /· /. ,' / . / / : : ,' / / : .• / 2 SEE SHEET G-3 3 ! J / X 0~7o l:,UDMI I I AL 9-12-94 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS Oro 55, 73 4. 6, R6.6 REGISTERED CIVIL ENGINEER / cu 12222 EA 04611 I ,.. "' 0 "' <I) > w a: X w I-"' 0 ' O>-Wal I-0 "'w -'z :::,o U-J<I) "'w UC ,_ ,: x---<> iii " . .., > 0 z " iii .., C z 0 ;:: -c ... a: X 0 ... ... z -c a: ... ... 0 ... z ... ,. ... a: -c .. ... .. -c z a: 0 ... ~ .. ... • 0 ... ... -c ... ... FOAM _,.,_·.c. 0 "' <I) > uJ a: w I-"' 0 ,.. "' 0 w " u w ,: u C > Ill :, z C ..I ::! > tO Ill z Cl C i • "' ' "' ,-. ti' ............. __:. ,,,, ~ .::::.:·~------.. :;,s.,,; --•··t OC-OE-92-PF IAEV. 3/SSI ,, ·-•-- VJ !,i Q:: ~J:!0:; Rouiitss- O:>✓o ~UISMI I DIST COUNTY ROUTE 12 Oro 55, 73 IAL POST MILES TOTAL PROJECT 4, 6, R6, 6 REGISTERED CIVIL ENG!NEER DATE PLANS APPROVAL DATE CITY OF COST A MESA 71 FAIR DRIVE COST A MESA, CA 92628 MOFFATT & NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 9270~ - r -4 SHEET TOTAL NO. SHEETS "'--: ~> '>-,.{. •'• ·f;;_ '' ,. ;,-r-, :',;-., ':'.'f½--·-~·.·i·-...,_ ., ., •.,-.f-·.--~--·=:'.~·[•-·· ·t:r······':_,1 -• -:-._' ~--., -::~\~.\~~1: ~:~: :.'.)}tf.:;,~:0-:-~:~-~~-&~\ ''-•·-··-<:·:.=~----), -·· • ----,;a·. ~~-':~:~~~~";·-~ ........ _.\ '' --·,: ·;;; -~-' ' ' ., .. ~ ,-... ··-:.-;..;:;::-~·-;::: "'"•-~--~ , ,,. ~:«·::-::·.·.:-~,.;:,,,..:.::. ..;:~,~::'.~.'_.:..~,:,'·.·.;,, •. • .. • .. ·_ .. ~:=.;:,,.·:;~;;:;;J::;:·:::::~~::.";·•~:::-::: ••o., • '~ ,•... ,o •.'.••.•••'•'•~'• .• :.••.'.•.,_•:.::,:,-,'-_, '>, • ••••-•••-••~••,••= ••·• ••• •• •• .: ;:::., •• -••• ,.» •• ·• .:-.-.. ---.:~:::::::~~'.:::~~-... • , • ., ,?<, t. .. .,,~,,_...., .< ~\ .. .::.~;:~~" '·-... _ ·--,..,.,.... .. _,,, ""::,,.. ..~,...... •✓··~.{:: ~ ----····· • ._.-,,--•;.:;.•.---•···•··•· ,. • •••• -· ····· ••• ~"ij,~,,,,=:, ,, " ,~,~~:c~~z~~,g:€-'~~~~~ ,, \ :,~: .................. ~,.;:.. ~::~:'."";:... -{',Ct_\ :C""'•'"'i'.'\t .:( 4 --., _,,,,~ .);.-:v ;,., .. };'::-?.4"--f'.{.tfj, 7-. ~1-,'''fj;}, ~-.J.-:}:;_';~:i._·~., .. J,.,-,; ..,.\,, .~:~ )'-,. \.. ..... ··-·~ ..• ~ ~~~~-..... "" -'S..;~,JY:--•.--:,,;r,,Si'--<:.A,.~ h' ).-\ r~ -, , ......... ".._,.,-·•"?,· '"""""-"-'.:: ::-:.::. ..,., • .-.- •-·· 2::::.-Am ----.............. y ___ _ LINE • 0,':t•,'\ ',,., ----------•••••._~ •••••••••~ ••••••~~--,,.._•~:~::",.:.-.,~;•••~ • ·" f' :D?"FCe THIS PLAN ACCURATE FOR CONTOUR GRADING ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 3 cu ······.._ CONTOUR GRADING G-3 SCALE• 1 • •50' 12222 EA 046111 X 0 w >-~ "' 0 w w a: VI w > I-w "" a: 0 X w I-"" 0 ' o>->-wa, "' >-o """' 0 -'z w aQ " u -'"' w """' :,: UC u ,c > Ill ,... ::, :,: z x---* ,c a: _, ... ::! i5 > z g (0 "' Ill w 0 z C, ,c z ~ .. ... a: X 0 ... ... z .. a: ... ... 0 ... z w ,. ... a: .. ... w .. .. ;;; a: 0 !!: j .. <> X ... 0 w ... .. ... ... • FORM OC-OE-92-PF fREV, 3/88) LEGEND +00 0 0 D D 9' 9' TYPE 5 EDGE DRAIN TCI R/W R/W ;, .... ,:~- STATION IVJ VENT, IOJ OUTLET, OR CCL) CLEANOUT TYPE OF VENT, OUTLET, OR CLEANOUT LENGTH OF VENT, OUTLET, OR CLEANOUT TYPE OF EDGE DRAIN PER STD PLAN D99A TERMINAL CROSS DRAIN INTERCEPTOR +04 0 D 21' 0 D 20' THIS PLAN ACCURATE FOR DRAINAGE ONLY. FOR REDUCED PLANS ORIGINAL SCALE 1S IN INCHES 0 2 3 •00 CL 12' •00 CL 12' 65% SUBMITTAL 9-12-94 DIST COUNTY ROUTE POST MILES SHEET TOTAL 12 Or-a 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA MESA,CA 92628 TOT AL PROJECT NO. SHEETS 4. 6, R6. 6 l,tOFF ATT & NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 •00 CL cu DRAINAGE EDGE DRAIN SCALE• I' =50' N ' 0 1--w w :,: Vl / w ':s.::·· ~ AND PLAN D-1 12222 EA 04611 I X X x--- X X ,. m 0 w "' > w a: w I-< 0 ' O>-wm 1-0 <w Jz :::,'-' U-JV, <W uo I-:,: Q "' ll: w > 0 z Q "' ... 0 z 0 ;:: ... ... a: 0 ... .. z .. a: ... ... 0 ... z ... • ... a: ... ... ... "' ; a: 0 :!:i "' .. ... 0 ... ~-... .. 0 w "' > w a: w I-< 0 ,. m 0 w " u w :,: u C > w :, z C ..I :! > a:, w z C, C i • '" z ..J :,: u 1-::i ';\''c~1t:, \\,!,•;' ·----·~wt FORM DC-OE-92-PF tRE.V. 3/SBl _. ···,...oo-··· • 'c't" •00 CL fl R/W ,.,,.- 0070 l:»UDMI I 01ST COUNTY ROUTE MATCH LINE SEE SHEET D-3 IAL POST MILES TOT AL PROJECT 9-12-94 SHEET TOTAL NO. SHEETS ---i,/.:.~ih~•.·_;_.1;:"':7:/7~:BP:P:P::;T7in7\n~-k--7 ~ 7_r~--'i'~'~'f'·"1-s:T:,-1r11lr,\-,,--:-,0\,\_/_/_/7,-TT\!'.::-.. -.. :\-,'\\ry~\\\ \,., •• / i--'-2~_o_r_c_~_s_s_._7_3_~_4_._G_._R_G_._G_~--~--~ ' ~ ',f Jj<" ' 1'._ ,q/ f "?· REGISTERED CIVIL ENGINEER DATE 7\ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ' +!,JO V • • ... t: ··• ' 2 3 cu PLANS APPROVAL DATE C!TY OF COSTA MESA 77 FAIR DRIVE COSTA MESA,CA 92628 / DRAINAGE EDGE DRAIN SCALE• I' •50' AND PLAN D-2 12222 EA 046111 X " w ,.. V, "' ;;: " w w 0: V, w ;;: I-w "" 0: " X w I-"" " ' O>->-wm "' I-0 ""w 0 ~z w aQ "' 0 ~v, w ... w :,: 00 0 ,c > Ill ,_ ::, :,: z x---<> ;;; ,c 0: .J "' :::! > 0 > z ~ fO "' Ill Q z C, ,c "' !i! ... ,c ... a: X 0 ... .. z ,c a: ... ... 0 ... "' w .. ... a: ,c ... w .. :!! z a: 0 !!: I ~ .. • ... 0 w ... ,c ... .. • , .... DC-OE-92-PF !REV. 3/88) +50 CL 12' +50 CL +75 0 A 30' THIS PLAN ACCURATE FOR DRAINAGE ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN INCHES 3 __ ,,.. ---····. DIST COUNTY ROUTE POST MILES TOT AL PROJECT - I -q SHEET TOTAL NO. SHEETS 12 Ora 55, 73 4, 6, R6. 6 REGISTERED CIVIL ENGINEER DATE PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA MESA,CA 92628 l,IOFFATT &. NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 9270~ DRAINAGE EDGE DRAIN SCALE• I' =50' AND PLAN D-3 cu 12222 EA 04611 I • ,. ID 0 w Ill > w 0: • w I-<[ 0 ' O>-WID ,_ 0 <w -'z a2 -'"' <[ w uo -... ,: •---0 ;;; 0: . .., > 0 z Q "' "" 0 z e ... ,c ... .. 0 ... ... z ,c a: ... ... 0 ... z ... • ... .. ,c ... ... .. . ,c z .. 0 ... ;ii .. ... • 0 ... '"' ,c ... ... 55 0 w 50 ,a > w 0: w ,_ < 45 0 40 >-ID 0 w "' u w ,: lll + +---+---+--+----l-----+---1---1---+---+--+----<t>ol .. ······'!N?l--+----+---l---!----+---+--+----J.---1---1---+---+----I 0 + en 0 __ _(_ ___ _)_ __ _) __ ,,,,) ...... 0,,--1-- -' Uiil/o QUUml I I I'll. 01s1 COUNTY ROUTE I ro~~~T p~~l5cT SHJcP s1Hil~'s 12 Oco 55, 73 I 4,6, R6,6 DATE b(~;l ~u, ,o,u,"1 9 M,A, KRAMAN ~ REGISTERED CIVIL ENGINEER "' N ... "' ,_ -' ------------11= ..., 44030 _ r ,___P_L_AN_S_A_P_P_Ro_v_A~L~D~A_TE~-----11• E'~ §-30•97 /• I.- CITY OF COST A MESA ,f,6. CIVIL i)i!.> "' N • + en 60 77 FAIR DRIVE -1;; R-"" COST A MESA, CA 92628 C OF CA\.\~ UOFFATT & NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 u ~RAIN,. GE S[YSTE I NO W. -=.-t----t----t----t---t----t----t---t---,·,--i; ~·, C,At"Er···f•·=·ro-, ··o +· ---l----l---~---~---'----+---+---+---l---"---+---ll---+----+---'l---+-----1----11---! C > w ::I z C ..I :! > II) w z C, C i • • • • =5✓ y - ,-PI PE. I' I' 1tj1 I . ' I P-l. -I I I I lil'/'1vu ; I I "' oo 9 • \ • ~1 IT ~l53~c~¥Es~~L <1--~ - ( -· i FLOW LI NEH i =1t ;, 1 L ~~~h~~:~~ETHOD Sl-------: l ~1 N ---~~ .. -,'"5i,J ' • t .U / ' . . . . ' -• . .... c?r ........ _ ......... L .................. l ..... ..J .......................... _ ...... 8 1 _______ ,... ________ :------------.. -... _;..--.. ----:~ ... ,·-,_------_-_-·+---1----1-----'-----+---+---1---+---+-----+---+---11---+---+ \_ FE', PI PE 6uTLET "---~2~~ 1 ELOP' PROTECT I ON 1---+-----+---+---+---+-....,tt•.--+----1----+---+-----+---+---+---+--~:··sECTiON ··· A-~1r--+----l---+--+----l----+---+----l--+---+----+--+---+---l---l ' l >----<---+-----+---1----l----+---+--.jnn,o•~K S10PE ··· »ROT CTIOil.----l---1---+--f----'----+--+---l----'-----'----+--+---l---'---...L----'--..1_ _ _L _ ____cL_-f Sfotton , . •= , ... ·~ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' : ' ' DRAINAGE PROFILES DETAILS AND D-4 lcu 12222 0461 11 X 0 0 iii z 0 0 -Cl ... 0: 0 z z 0: UJ :,: Cl a. .... Cl ::, ::, z « w w 0 UJ UJ 03' .... ::, 0: z UJ .... .... UJQ « 0 >-!i! V, V, ,-cc, w -..; -' -m > >->-« u V, "-Z .... 0 UJ V, V, <OUJ z < z u 0 >-<t UJ 0: ::,a. « w --_J-zu V) UJ UJ w o:-er: uo: u er: w,-. --> I-'-' "' 0:0. >-<(<( <( a, WU O"- UJ « <( < 0 z ~ <( ,-.w -,_ 0: 0 z z U-J UJ WU "-v,v, V, - -UJ UVl UJV, UJ <( < -UJ " <-0.. a. -0 a.< ,-0: 0: N>--J:::S V, V, NZ _ _, < 0 0 -Vl -a.-0: 0: -w a.u C LF EA SOYD CY SQYD EA ' I 0 I I. 8 O>->-b 54 D UJal m ,-0 C C I <("' -'z w d 2.4 12 QQ "' " JV) UJ <("' :,: TOTAL 54 I I. 8 2.4 12 I uo " ,c > w x--- ... ::, EDGE :,: z Q ,c V) a: ... "' ... SHEET > LOCATION STATION 0 ;;: NO z 0 (1,1 in w D-1 • F7' LINE 285+04 CTC I l "' C z 285+04 C, 285+04 TO 288+63 ,c 287+00 , o· LINE 88+63 TO 93+00 89+00 91 +00 a, .. ;:: 0-2 , o· LINE 93+00 TO 102+90 c ... 93+25 .. X .. 93+25 ... ... 95+00 a, c 97+00 .. ... 99+00 ... IOI +00 .. ... 102+90 .. ... '"' ... • o· LINE 105+50 TO 106+75 .. c 105+50 ... ... .. ' D-3 , o· LINE 106+75 TO 109+65 :! 107+50 a, a: X .. 'A' LINE 88+75 TO 91 +65 ... i :;; 88+75 c ... 91 +50 ... .. I! c TOTAL ... ... • DRAINAGE QUANTITIES 'r -.... DESCRIPTION STATION w 0: -' UJ z > -0 u "-0 ::, ::, .... ::, :,: -"' X -< w ::, :,: FT FT ENTRANCE TAPER-TYPE I 23.67'LT 'D' 109+25 12' CSP DOWNORA IN 22.00'LT 'D' 109+25 STEEL FLARED END SECTION 70. 75' LT , o· 109+25 RSP CFAC I NG, METHOD Bl 72.50'LT , o· 109+25 DRAIN QUANTITIES 3' PLASTIC PIPE OUTLET VENT CLEANOUT EDGE DRAIN TYPE TYPE TYPE LF D 4 D I 359 437 I I 990 F D I I I I C 125 C 290 I 290 A I 2,495 FOR REDUCED PLANS O ORl(;!NAL ~CALF. I';: IN 111/CHFS I EDGE DRAIN OUTLET LF 21 20 12 12 12 12 16 12 12 12 12 14 14 12 30 12 235 2 I 3 I 65% SUBMITTAL 9 12 94 -- DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 55,73 4. 6, RS, 6 REGISTERED CIVIL ENGINEER ~~ON,t/ DATE~ ~ i~=·A-KRAMAN \ PLANS APPROVAL DATE ... No. 44a3o r ii E~ §-3p-g7 II-- 0 CITY OF COST A MESA ¾ CIVIL ~ .... 0 77 FA1R DRIVE ~ OF rJ,.\,\~~ COSTA MESA,CA 92628 MOFFA TT & NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANT A ANA, CA 92704 0 0 z z ::, ::, w w z .... .... « V, V, -' >->-a. V, Vl wo w w <OZ "' "' <( <( « Z>-z z -w --<UJ < < o::i: 0: 0: c,v, Cl Cl 0-3 I 0 b C d - DRAINAGE QUANTITIES AND EDGE DRAIN QUANTITIES NO SCALE D-5 I cu 12222 ()4F, I I I X C w >-V, "' > C w w a: \Q w > ... w ., a: C • w ... ., C ' C>->-Wal "' >-C "'w C -'z w aQ "' '-' JV, w ..:w :c UC '-' ,c > Ill ... :, :c z x---2 ,c "' a: ..I "' ::! > 0 > z <> a:, in Ill "' 0 z " ,c z 0 ~ ,c .. a: X 0 ... ... z ,c a: ... ... 0 ... z ... "' ... a: ,c ... ... "' ,c z a: 0 ... i :::; .. <> ... X 0 ... ... < .. ... • FORM oc-oE-92-PF IREY. 3/1!181 CCCTV CMCS MCWD MWD OCFCD OCWD PACBELL SCE SCG SAHWD R/W ABBREVIATIONS COPLEY/COLONY CABLE COSTA MESA CITY SANITARY MESA CONSOLIDATED WATER DISTRICT METROPOLITAN WATER DISTRICT ORANGE COUNTY FLOOD CONTROL DISTRICT ORANGE COUNTY WATER DISTRICT PACIFIC BELL SOUTHERN CALIFORNIA EDISON SOUTHEN CALIFORNIA GAS SANTA ANA HEIGHTS WATER DISTRICT . ____ ... •v-••-~••/••·•• ,,, _., ............. _.,_ .... ___ .,...,. ....... ,., ... v:•::•:••::••~•-:•:-~=• ••••·••••-•,., -,, -· -·-.l··c· ···L rNE"•" ... ,-,•··-:·-:-.+:::-·::-:-·::::-·::::·::-::::: •• ······9J)······· Viil/o QUU'IWII I I ML 9-12-94 DIST COUNTY ROUTE POST MILES SHEET TOT AL TOT AL PROJECT NO. SHEETS 12 Oro 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL OATE CITY OF COST A MESA 77 FAIR omvE COSTA MESA.CA 92628 4. 6, R6. 6 >.40FI=' ATT &. NICHOL. ENGINEERS 3720 SOUTH SUSAN STREET• SUITE 200 SANTA ANA,CA 9270~ ..I N ' ::, ... w w :c V, •~c w ===-=.c====cc.c=-------·--------·--------..... -;,:, .. -... -.. ----------... -... :{ ······--··===== ·····-· ~ ROUTE 73 "F7" LI NE ,., ~ --+------:28::.0::-------,J-'""--"-'C...CC-'....;c+--'"""'=--+------+------2~8 ... 5------+------1------+------+--..ii:...·;;;;··:::.,;;,'··"'····"2"'9'"0------+---.;_--1------I ~ R/W •. -=··~- THIS PLAN ACCURATE FOR UTILITIES ONLY. FOR REDUCED PL.ANS ORIGINAL SCALE IS IN INCHES 0 2 3 u ... UL_ •••• ___ ..c.==c...,======,...:==-~·-====l :I ii: I.fl ····SO-·-· ···~----····~- ······<i ···+l~· ",, ....... UTILITY PLAN SCALE• I• •50' U-1 cu 12222 EA 046111 Q w >-"' ., > 0 w '" 0: t/) '" > .... '" « 0: Q • '" .... « Q ' C>->-wa, ., .... Q □ «'" -'z w "o "' 0-0 -'"' '" «'" :c o □ " ,c > Ill .. :, x---:c z <> ;;; ,c a: ... ·w ... > 0 > z !l (I) II) Ill "' 0 z C, ,c z 0 ;:: ,c ,_ .. X 0 ... ... z ,c .. ,_ ... 0 ,_ z ... .. ,_ .. ,c ... ... 0 ,c z .. 0 ... I :::; ,c u • ... 0 ... .., ,c ,_ ... • 295 MATCH LINE BUR I ED·''frLEPHONE 36'RECLAIMED WATER 3/,'GAS R/W ABANDONDED 22'W TE BURIED TELEPHONE / / :.-·~-·.-.. ~:··· ... + _; _.:-~j,_.;_;,, . .S....--~e'(; . -~b~.::;•iµr.;~ .. £ff, ---~-~i,~-~-:i_,_·:.~---· ;;;\=· .. ~f ••• ·-• i.r . ······~-' _,.,,,,,.,.y;· .. :::,~.''! . nffs PLAN ACCURATE FOR UTILITIES ONL y. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 SEE SHEET U-3 P. '-.. : ~ \ () \ \ ¾ '-GAS 'scb>' . . \ \ \ \ ' ' ·······~ .) . ....... -:· \ 0070 ~UtlMI I I AL DIST COUNTY ROUTE POST MILES SHEET TOT Al TOTAL PROJECT NO. SHEETS 12 Ora 55, 73 4, 6, R6. 6 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA MESA,CA 92628 t.40FF A TT & NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE SANTA ANA,CA 92704 200 ........... ~ .. :;.. S'WATER Mcwbi \, \----~··•Ii '. cu "f-f{·,··-··· i---,~lt,,.. ' ) ,,: ABANDONDED 22'WATER SAHWD ABANDONDED 16'WATER MCWD 12222 UTILITY PLAN U-2 SCALE• 1 • •50' EA 04611 I X X x--- X X >-ID 0 "' !1! > "' a: "' .. ., 0 ' O>-W ID .. 0 <"' Jz i)Q JV) ., "' uo .. :r C) ;;; a: -w > 0 z Q II> w C .. 0 ;:: ... ... a: 0 ... ... .. ... .. ... ... 0 ... .. w ,. ... .. ... ... w "' ::!i .. a: 0 .... ~ ... ... 0 w ... ... ... ... 0 "' Vl > w a: w .. ., 0 >-ID 0 "' ,, " w :r " C > w ::, z C _, ::! > ID w z C, C i • ,__ w. w :r U) "' ' w· U) ...... ,-. ..... --+ FORM OC-0£-92-PF' IREV. 3/88) --- / ·-. ,..__; {.....,_ '·' ,., ' . THIS PLAN ACCURATE FOR UTILITIES ONLY. FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES a:,7o l:,UtsMII IAL -12-4 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Ora 55, 73 4. 6, R6. 6 REGISTERED CIVIL ENGINEER DATE PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA MESA,CA 92628 MOFFA TT & NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 UTILITY SCALE• I' •50' PLAN U-3 cu 12222 EA 04611 l X X x--- X • 0 w ,.. VI "' > 0 w w a: !!! w > ,... w < a: " w ,... < 0 ' O>-,.. W<D "' ,...0 «w " -'z w nQ " u -' VI w <(W :,: UC u ,c > Ill ... :::, :,: z <> iii ,c "' ... w :! > 0 > z <> fl) iii w Ill 0 z C, NOTES• I, EACH TEMPORARY RAILING (TYPE Kl SECTION SHALL HAVE ONE YELLOW OR ONE WHITE REFLECTIVE MARKER MOUNTED ON IT AT 20 FEET SPACING. YELLOW REFLECTORS SHALL BE USED WHEN THE RAILING IS ON THE LEFT SIDE OF TRAFFIC, WHITE REFLECTORS WHEN ON THE RIGHT SIDE. FOR REFECTOR TYPE AND MOUNTING DETAIL, SEE CONSTRUCTION DETAILS. 2. ALL TEMPORARY RAILING (TYPE K) SHALL HAVE SCUPPERS WHEN PLACED ON THE LOW SIDE OF ROADWAY SUPERELEVATION TO ACCOMMODATE DRAINAGE PATTERNS, FOR SCUPPER DETAIL, SEE CONSTRUCTION DETAILS. 3. WHEN TEMPORARY RAILING (TYPE K) IS LESS THAN TWO FEET FROM EXCAVATION, THE TEMPORARY RAILING <TYPE Kl SHALL BE ANCHORED, FOR LOCATION OF TEMPORARY RAILING (TYPE Kl WITH MOUNTING, AND MOUNTING DETAIL, SEE CONSTRUCTION DETAILS. 4. TEMPORARY TRAFFIC SCREEN SHALL BE INSTALLED ON TOP OF ALL TEMPORARY RAILING !TYPE K) EXCEPT AT ENTRANCE RAMP NEUTRAL AREA. FOR LOCATION OF TEMPORARY TRAFFIC SCREEN, SEE CONSTRUCTION DETAILS. 5, ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKERS SHALL BE REMOVED. 280 w C. w- Rou:r,,e 73 0 + .,., ., N LEGEND 0 .t,. TEMPORARY RAILING (TYPE K) TEMPORARY CRASH CUSHION MODULE (ARRAY TG) TEMPORARY CRASH CUSHION MODULE (ARRAY TJ) TEMPORARY PAVEMENT DELINEATION DETAIL (PAINT> ANGLE POINT CONSTRUCTION AREA 'F7" LINE 285 65% SUBMITTAL DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 55, 73 4. 6, R6, 6 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COST A MESA, CA 92628 l,IOFFATT &. NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 ;, N ' u <I) / ,_ "' w :,: <I) 11' w ii·'. w <I) w :z -' :,: u ,_ < :::, ,c •··· ···-a:u:·· ···· .i:~g-·_·· -----------------------------------------·----·---¥••··--df-----H·-···_<_.<_;···-••••••••• •• .-:.··-·•-.r••--;-_ITN·r·····i. ···-··-··· .. --... ':;;--- z 0 ;:: ,c ... a: 0 ... ... z R/W ,c a: ... ... 0 ... z w .. ... WITH a: ,c ... w .. :5 z a: 0 !!: i ,c .. ... 0 ... ,c ... ... • "''""' ..,,.._,..,.,_...,. __ ,., .. v "-""""" u -w >"-C. ,..__ <a: lrl- 1-V) TEMPORARY LANEL!NES 'F7"LINE ETW (1_ 10' 12' 5' 46' SHLD SHLD EXISTING LANELINES SECTION A-A 'C'LINE <TYPE K), Hk::--t' TEMPORARY RAIL I NG ················---•-··•·-··-··· WI TH TEMPORARY TRAFF IC SCREEN I. ,o· .I ,2, .I ,2, .I 5, I SHLD SHLD EXISTING LANELINES SECTION B-B THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS O n~!r.11,JAI <::r/11 i:-IC: 11'1 11•.Jr .. .-c: I 2 I 3 I cu .,,; .. --....... _ ... ___________ "_ ' STAGE CONSTRUCTION TRAFFIC HANDLING PLAN SCALE• I' •50' SC-1 12222 04f\ I I I X 0 w >-V) "' ;;: 0 w w a: V) w ;;: ... w <( 0: 0 X w ... <( 0 .... O>->-W«> "' '""o 0 <.., Jz uJ i3g "' " JV) w <( uJ :c uo " -c > Ill ... ::I :c z x---" iii ,c .0: ..I "' ::! > 0 > z g fl) "' Ill w 0 z C, ,c z 5! ... "" ... a: X 0 ... ... z "" a: ... ... 0 ... z ... ,. ... a: "" ... ... 0 :! z a: 0 !!: i .., "" .. ... X 0 ~· "" ... ... • "B"LINE t 12' EXISTING LANELINES SECTION A-A 295 ORANGE COUNTY ll/'11 R/W I , MATCH LINE SEE V X l .•J ' " _/. ''i BR I STOL_( \-·:::.:~..:S.1::-. -~ \ ....... J!: 300 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR ~DUCED PLANS O 2 3 ORIGINAL SCALE IS !N INCHES l _ __l _ __l_....L_J._..L_J SHEET SC-3 REMOVt ~AVEMENt ,___ __ MARKER\ \ . ~ \ \ . \ 1 • A" 96+00~ j ····-.. \ ! .......... --.... \ \ ···l : .... \ ~ ~ ! ... ---··············\,\ ' ··········--··-'. ' • .............. .1 r· !· ·-· •• \ ····t·· . 65% SUBMITTAL DIST COUNTY ROUTE POST MILES SHEET TOT AL TOT AL PROJECT NO. SHEETS 12 Oro 55,73 4.6, R6.6 REGISTERED CIVIL ENGINEER t 1.1~ " \ J.; PLANS APPROVAL DATE \ CITY OF COST A MESA 77 FAIR DRIVE COST A MESA, CA 92628 MOFFATT &. NICHOL. ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 J:-:-0 _____ .;,.'"" '·-----·········.,,_,,= \ \. :SH : :~: TC\. . .... ~·.1 \ ~:• ••-3;;_,;;.•h •••• ••••• •+:•• •• H •• =• :_;. , • .:,:: .. ,~ lt~ .,; ! qi \"' ~ ;. lU-C· ~- • i \ cu SCALE• 12222 EA 1 • =50' PLAN SC-2 046111 0 w >-V) ., > 0 "' "' "' 'i! "' > ... "' .. "' 0 X "' ... .. 0 ' O► >-"'m m ... 0 0 .. "' -'z "' {3Q " u , ....... , ;r7. -'"' w <CW :,: uo u I-. "' ,., :,: C V) "' > "' Ill V) .. ::, ......... ,r :ic---:r z Q C .., VI z a: ... "' ... -' > 0 ;: :r '-' z ... Q ti) ~ VI Ill "' 0 z 0 C z ~ .. .. a: X 0 ... ... z .. a: .. ... 0 .. z w ,. .. a: .. ... w "' ; a: 0 !!: i ... ~ X ... 0 ... .. .,. .. ... • FORM OC-OE-92-PP' IREV. 3.186) --·--·----- :7;7;:r· ~,.~- -.__,-....... 'A"LINE !i. TEMPORARY LANELINES ····.-?.,;:~.::.? ,.f·· .. ···~··· . ... -' 12' 0 "' + Q) r .. -;-··1 ·"'!Rl<NS'i .uo.N J:---_-_-_ -_----:.,c------·····-~ ..... ,:• ~ -.. ·"-·····-______ f·:,;·~--·A. "A' LINE •••• .·.,··--· ... REMOVE PAVEMEITT'\1ARKER ... ,..-.-·• ... 230 ............ :-.. . . . ;,.~/•':.: ····z . l. ,:f;···=·· ...... _ ..... ...... ,.::. --··· j; I' 5 ' I ~::_· ___ I ___ s_· __ lfr_· ___ 1W~~R*r RA I LI NG J~ WITH TEMPORARY TRAFFIC SCREEN ES ETW 5' SHLD ET\'/ 12' 12' 10' SHLD EXISTING LANELINES SECTION A-A ES THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY. FOR REDUCED PLANS O ' 3 ORIGINAL SCALE IS IN INCHES ···-···=··-·- __ ,,,v ---•••• • DIST COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Oro 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA MESA.CA 92628 MOFF' A TT &. NICHOL. ENGINEERS 4. 6, R6. 6 3720 SOUTH SUSAN STREET. SUITE 200 SANTA ANA,CA 92704 .... ··-·--·- cu ·.:· ....•.. ¥•-·-::: •• :,:·~··· • .-··· ii . i :• ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN SC-3 SCALE• I' •50' 12222 EA 04611 I X CODE TYPE PANEL SIZE 0 era 72' X72' 0 era <a•x4a• Cl7 24'X24' © Cl3 60"X24' 0 0 C23 72' X72" w ,_ !!! " > 0 w w 0: © era 48"X48" "' w > 1--w < 0: 0 X w 1--< 0 ' O>-,_ WOJ " 1--0 ""w 0 --'z w a2 "' u --'"' w -0:W r uo u < > w 1--::, x---:,: z " in < NEWPORT 0: .... TO w .... > NEWPOR 0 > -z BEACH J " u, in w w >-0 z V> C, J < :J :JC :J >-:Jo :JN 7 "' 0 ;:: < ,_ "' 0 X ~ ,,, z < "' ,_ ~ 0 ,_ z w "" ,_ "' < ~ w C < z "' 0 ~ i ::::; ... ~ X 0 w ,_ -< ,_ "' 1h' FQRl,I OC-OE-92-PF (REV. J/88) SIGN MESSAGE No. OF POST AND SIZE ROAD CONSTRUCT ION AHEAD 2-6' X6' ROAD CONSTRUCTION AHEAD I -6" X6' 25 MPH END CONSTRUCTION 2-4' X6' ROAD WORK AHEAD 2-6"X6' ROAD CONSTRUCTION AHEAD I -6' X6' EACH 3 2 4 2 2 NOTES, I. THIS PLAN ACCURATE FOR SIGNING ONLY. ORANGE COUNTY SANTA ANA AVE 7n II 2. THE EXACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER. FOR REDUCED PLANS 0 2 ' ORIGINAL SCALE IS lN INCHES 65% SUBMITTAL 9-7-94 DIST COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Oro 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DA TE CITY OF COST A MESA 77 FAIR DRIVE COSTA MESA, CA 92628 MOFFATT &. NICHOL, ENGINEERS 4. 6, R6. 6 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 TO SANTA -ANA CONSTRUCTION AREA SIGNS NO SCALE CS-1 cu FA 04fill! ,. ' >-m 0 "' "' > "' a: ... 0 ,,. Oa> "' ,-o <"' ..JZ ::,o CJ-..,., ..... <JO a: "' -.. ic---~ • • i .. ... u "' a ii: § ... < ... ~ ~ ~ ... l5 ... :z !!i -~ ... "" < :z ~ -' .:1 l5 ... ... ;:::! .,, 0 "' "' > "' a: "' ... < 0 ► m 0 .... "" CJ .... :c CJ I • INTERSTATE SHIELD ;,. . ... a::t PMS• 293-BLUE PMS• 293-BLUE 32' SEE DETAIL A 132' 48' SEE DETAIL B Your Measure M ---··········· Dollars at Work 34' _/'·. ·{·· ··1r:~· . ..-:1.:•~-;:-:._ ,. . ' ,·.-. . .. .. •• :_:~~ig:_:~t~(~ r:;:. 8' 6'R ;., ... "' PMS• 021-0RANGE PROJECT FUNDED BY DETAIL A (SEE NOTE 3) ORANGE COUNTY TRANSPORTATION AUTHORITY MEASURE II FUNDS 3• HELVETICA PMS• 561-GREEN BLACK LETTERS PMS• 158-0RANGE . ~ "" - "" -----"-"'!!="". :0 ~ BLUE SEE NOTE 3 io PMS• 021 -ORANGE BLACK DETAIL B (SEE NOTE 4l FOR REDYCED PLANS no1r.u.,,., er,.,=-,..,, 0 , .,rue:--.,, 1 • ' 3 ' DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS ftEGISTERED CIVIL ENGINEER PLANS APPROVAL DATE COLOR CODE CPMS•PANTONEl PMS• 293-BLUE PMS• 032-RED PMS• 021 -ORANGE PMS• 561-GREEN } PMS• 158-0RANGE MEASURE M NOTES• I. INTERSTATE SHIELD (STATE FURNISHED) 2.EXCEPT AS OTHERWISE SHOWN, THE LEGEND OF THE SIGN SHALL BE BLACK ON A WHITE BACKGROUND !NON-REFLECTIVE). 3,THE BORDER OF THE SIGN AND DETAIL A SHALL BE BLUE !NON-REFLECTIVE) . 4.THE DIAMOND CALTRANS LOGO SHALL BE ORANGE CNON-REFLECTIVEl, WITH BLACK LETTERS. CONSTRUCTION AREA SIGNS IDENTIFICATION SIGN DETAILS NO SCALE USERNAME • > S.SH$SUSER1fHHIS "'-·· ------------~---~~-----------r"I I ,,,,,,,,,.., C C C C C C • C w >-'1! "' > C w w a: V1 w > >-w <t a: C • w >-.. C ' C>->-wai "' >-C <w C -'z w ~h2 "' u _, V1 w .. w :c UC u < > w ... ::, :c z )(---Q < "' a: ... ... ::! > 0 > z Q II) "' w "' C z C, < • NOTES• LEGEND I, ALL LANES TO BE 12 FEET WIDE UNLESS OTHERWISE NOTED. (T) THERMOPLASTIC 2. EXACT LOCATION OF MARKINGS TO BE DETERMINED BY THE ENGINEER . (2) PAINT 12-COAT> 3, SEE STAGE CONSTRUCTION PLANS FOR PAVEMENT DELINEATION REMOVAL, IF TYPE F DELINEATOR IG TYPE G DELINEATOR -CHANGE OF PAVEMENT DELINEATION DETAIL t:,. ANGLE POINT V-.J/o VV.UIWII I I ftl. DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA MESA,CA 92628 MOFF' A TT &. NICHOL, ENGINEERS 4, 6, R6. 6 3720 SOUTH SUSAN STREET. SUITE 200 SANTA ANA,CA 9270~ DETAIL 36A IT> N ' C Q. w --+-------,>-R=O=-.:U~T..:..:E=-~7=--=3c+-------+---"='----,f-------+-------+-•-F_7_"_L_l_N_E_,f-------+-------+------+--J..~··~····;·'~··...,,,.... _____ "_-, _______ ,_ _____ --l~ 280 285 I> •••••• 290 :c R/W ····'.:<>·· ---------------------,,--,,-----------------------==;::::=:======================::::··::::· j·,'::::::===---.: :'-· -_-- ····~•-'··Hi THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. FOR REDUCED PLANS O 2 3 ORIGINAL SCALE IS IN INCHES u >-~ ..... ~ .................. _ PAVEMENT DELINEATION PLAN SCALE• I' •50' PD-1 cu 12222 EA 046111 X X x--- X X >-"' a uJ V) > uJ 0: uJ ... ., a ' O>-uJ"' ,-a <.., -'z i3g _, V) <W ua ... :,: !2 "' "" ... > 0 z <> ;;; w Q z 0 ;:: .. ... a: 0 ... ... z .. a: ... ... 0 ... z ... ,. ... a: .. ... ... .. :5 z a: 0 ... ::i "" .. ... 0 ... ... .. ... ... a uJ !!! > uJ 0: uJ ... ., a >-"' a uJ "' u w :,: u ,c > Ill = z ,c ... ::! > fl) Ill z C, ,c i • DETAIL 36A w :~~~If_~\~~==~ .J :,: u I-~ FORM DC--OE-92-PF IREV. 3/881 R/W : / / / DETAIL 278 278 (:il FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 MATCH LINE DETAIL 25A (2l 2 3 SEE SHEET PD-3 \\ ········--~-·~l --··.·········.···· ... -------: 1 \ ~l. \ \ (v': ' i \ ,. 0070 ;:,uaMI I I AL 9-12-94 DIST COUNTY ROUTE cu 12 Ceo 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF COST A MESA 77 FA1R DRIVE COSTA MESA,CA 92628 12222 POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 4. 6, R6. 6 ,:·:.)};(: '----~\ ,'t,( /W \-----~! '~{ 1: "~ ... ,"f·y {"·-'"',- j. rl:: PD-2 EA 046111 ' 0 w >-V, "' > 0 w w a: V, w > I-w <( a: 0 ' "' I-<( 0 ' O>->-w"' "' I-0 0 "'w -'z w "<> "' "' 0-0 ' -'"' w Cl <tW :,: a. 00 0 ,._ ,., ,., :r "' ,c w) > w , ...... w "' >-::I :,: z )(---<> ,c w iii 2: a: .. .... .. .., > 0 > :r u z ,._ !2 fl) i VI w "' 0 z C, ,c ······=··· ··--+ "' .. ;:: C ... a: X .. ... .. z C a: ... ... 0 ... "' IU .. ... a: .. ... IU .. :!i z a: 0 ... i :::; .., .. ' ... 0 IU .., C ... ... • F'ORM cc-OE-92-PF O'l:EV. 3/88) r, ·-, RO TE 55 .... .2.15... ... "F5' LINE THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. FOR REDUCED PLANS ORIGINAL SCALE 1S IN INCHES 0 2 3 ··-···230.. 001/o ~Ul:iMI I I AL - I - 4 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 55,73 4,6, RS, 6 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA MESA.CA 92628 t.tOFFATT &. NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 PAVEMENT DELINEATION PLAN SCALE• I' •50' PD-3 cu 12222 EA 046111 U.1/o OUDMI I 1.M.L. --9 12 94 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Oco 55, 73 4.6, R6.6 DATE // ~ESS'O,t,tl REGISTERED CIVIL ENGINEER X w "t, §~~•A1KBAMAN % PLANS APPROVAL DATE ... No. 44030 r .. £)Cf),~ ....... CITY OF COST A MESA ~ CIVIL ~..,_ 77 FAIR DRIVE ~ IJF CA\.\~"f;. COSTA MESA,CA 92628 MOFFATT &. NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 " w ► V) "' > " w w a: V) w > I-w ., a: " X w I-< " ' THERMOPLASTIC PAINT TRAFFIC STRIPE C► ► PAVEMENT MARKER DELINEATOR W<!l "' TRAFFIC STRIPE (2-COATl I-" " DETAIL 8 36,36A 25A 278 13 I 36,36A 25A 13 .,w -'z w SHEET LOCATION NO CLASS I aQ "' 4' 8' 4' 4' NON-" NO REFLECTIVE .., V) w <BROKEN SOLID SOLID SOLID REFLECTIVE .,:w I "" " LENGTH 17-7) WHITE YELLOW WHITE TYPE D TYPE G TYPE H TYPE AY TYPE F TYPE G LF LF LF LF LF EA EA EA EA EA EA I PD-I "F7" 281+15 TO 288+63 748 748 I C 'F7• 282+00 TO 293+00 • I, 100 24 92 > • D· 88+63 TO 93•00 437 437 2 Ill -,_ ::, • D" 88+63 TO 91 •30 267 267 x---I z • D· 91 +30 TO 93+00 170 170 8 * C • F7" 291+30 TO 293+00 170 170 a: .. "' ::! > 0 > PD-2 'F7• 293•00 TO 294•70 170 170 z 'F7' 293+00 TO 296+40 • 340 8 28 11 II) "' Ill • D' 93+00 TO 93+85 85 85 4 "' 0 z 93+85 TO 106+25 I, 240 I, 240 52 14 C, • D· C • D' 93+00 TO 106+75 I, 375 I, 375 2 • D' 106+25 TO 106•75 50 50 3 • A' 94+50 TO 95+05 55 55 3 • A' 94•50 TO 96•00 150 3 12 z PD-3 •A• 91+65 TO 94•50 285 285 12 0 • D' 106•75 TO 109•65 290 ;:: 290 290 12 I -c • A' 88+ 75 TO 91 +65 290 290 2 .. 24 a: • A' 83• 15 TO 94+50 1. 135 96 0 X ... 'F5' 224+55 TO 228+00 345 7 28 .. z -c a: SUBTOTAL .. 267 935 I, 240 3,480 66 42 52 256 8 14 ... TOTAL I, 202 4,720 160 256 22 0 .. z • REPLACEMENT PERMANENT PAVEMENT DELI NEAT ION FROM STAGE CONSTRUCTION REMOVAL. ... ,. .. a: -c ... ... 0 . ~ a: 0 ... i ::; ;J X ... 0 ... PAVEMENT DELINEATION QUANTITIES .. .., .. ... • PD-4 FOR REDUCED PLANS 0 I 2 3 lcu I EA FORM llC•OE-92-PF IREV. 3/.!IB) ORIGINAL SCALE IS IN INCHES ' ' ' ' ' ' 12222 04611 I ti5% 5UBMITT AL 0 9 ]?,9 --4 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 55, 73 4, 6, R6,6 STRUCTURAL SECTION EARTHWORK X ASPHALT ROADWAY ROADWAY OVEREXCAVATE ~"'""' ASPHALT REGISTERED CIVIL ENGINEER DATE ~ 'I CLASS 4 CLASS 2 TREATED EXCAVATION EMBANKMENT AND RECOMPACT ~ ~ AGGREGATE AGGREGATE PERMEABLE CONCRETE (Nl EMBANKMENT /g~=A KB:AMAM I LOCATION SUBASE BASE BASE (TYPE Bl CY CY CY ~ No. •ltlQ30 }' CY CY CY TON ROUTE 73 PLANS APPROVAL DATE • .r;,,~ ~;~-gt/1 ~ .... * '-ROUTE 73 • F7' 283•80.00 TO 288•63.34 556 108 627 CITY OF COSTA MESA • F7' 283•80.00 TO 288•63.34 242 139 34 359 11 FAIR DRIVE '!' OF Ct,,\.\~~ COSTA MESA,CA 92628 • o• LI NE • D' LINE 'D' 88+63.34 TO 93+24.68 1,075 211 I, 043 MOFFA TT &. NICHOL. ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 • D' 88+63,34 TO 93+24.68 453 243 88 470 'D" 93•24.68 TO I 03•00. 63 3,61 I 796 1,951 SANTA ANA,CA 92704 • D" 93+24.68 TO 103+00.63 759 434 108 814 'D" 105•53.63 TO 106•25.80 231 102 144 • D" 105•53.63 TO 106•25.80 56 32 8 60 "D" 106+25.80 TO I 09•65. 19 867 92 842 0 • D" 106•25,80 TO I 09+65. I 9 371 198 74 383 w A' LINE >-"' "' > A" LINE 'A' 88•75.00 TO 91 •65. 03 315 146 344 " w "A" 88•75.00 TO 91•65.03 129 75 16 139 w a: "' w > .... TOTAL 6,655 I, 455 4,951 w .. AC (MISC AREAS) 18 " 0 w AC DIKE 127 .... <t " TOTAL 2,010 I, 121 328 2,270 STAGE CONSTRUCTION ' ASPHALT CONCRETE DIKE O>->-"'"' "' TEMPORARY TRAFFIC TEMPORARY RAILING TEMPORARY CRASH .... 0 " AC REMOVE STRIPE fT APE) (TYPE Kl CUSHION MODULE TEMPORARY REMOVE REMOVE ""w PLACE AC DIKE SHEET LOCATION DETAIL NO ARRAY TYPE TRAFFIC TRAFF IC PAVEMENT -'z w {TYPE Bl AC DI KE WITH WITHOUT aQ "' NO SCUPPER SCREEN STRIPE MARKER 0 LOCATION TYPE A TYPE C TYPE D (N) 11 278 SCUPPER TG TJ -'"' w <tW :,: LF LF LF TON LF LF LF LF LF EA EA LF LF EA oo 0 ROUTE 73 SC-I • F7" 281•15 TO 293•00 I, 185 I, 185 I, 185 125 • F7" 285•55.00 TO 288•63.34 308 12 'F7" 283•70 TO 293•00 930 730 C • c· 83+70 TO 85•70 200 x-- > • D· LINE • c· 85•70 TO 89•30 360 12 360 Ill 'D" 88•63.34 TO 93+26.00 463 18 ... :I 93+28.00 TO 102•99.34 971 84 340 35 "' z "D' SC-2 • F7" 293•00 TO 296•40 340 320 10 12 330 340 -() C iii "D' 105+41. 76 TO I 09+65. 19 423 7 • B" 96+40 TO 97•60 120 7 " ..I . s· 97+00 TO 97+60 60 7 w ::! > 0 > A" LINE , a· 97+25 TO 98+25 100 7 z "A" 88+75.00 TO 91•65.03 290 5 • B" 97•25 TO 98+45 120 7 ~ 0 "A' 95•05. 28 TO 95•81.25 76 I 76 "A" 94•55 TO 96+00 145 145 145 16 "' Ill C z C, TOTAL 771 789 971 127 76 SC-3 'A" 85+15 TO 94+55 940 755 12 755 100 C PLACE ASPHALT CONCRETE (MISCELLANEOUS AREA> SUBTOTAL I, 525 2,610 760 2,360 36 28 2,320 I, 525 276 TOTAL 4, 135 3, 120 PLACE AC AC 64 2,320 I, 525 276 z LOCATION (Ml SC AREA) <TYPE 8) C> SOYD (Nl ;:: -c • D" 93•24.68 TO 94•69.68 120 14 I-.. ·o· 105•94.00 TO 106•25.80 30 3 C> ... DRAINAGE QUANTITIES 2 I ... z CONCRETE CURB -c .. I-TOTAL 152 18 .._ MINOR CONCRETE REMOVE CONCRETE C> LOCATION (CURB I!, GUTTER) (CURB & GUTTER) I-CY CY z METAL BEAM GUARD RAILING ... CURB (TYPE 84) .. I-'F7' 293•24.80 TO 294•24.80 6 a: GUARD RAIL -c CABLE ANCHOR TO 94•69.68 ... TERMINAL • o· 93•24.68 8 ... ASSEMBLY RETURN CONNECTION .. FLARE MBGR CAA SECTION ANCHOR • F7" 283•80.00 TO 284•75.61 6 CBREAKAWAYl SECT ION TO LOCATION TYPE (WOOD POST) POST BRIDGE RAIL X ~ TYPE A TYPE B TYPE A TYPE C CNl TOTAL 14 6 z LF EA EA EA EA EA EA EA .. C> • D" 98•45 TO 99•20 8 75. 0 I I I .._ j :::. • D' 105•44 TO 105•94 3 100.0 I I I I I -c ... • D" 105+44 TO 106•06.5 I 62. 5 I I I .._ C> • D' 109+59 TO I J 0+34 8 75. 0 I I I QUANTITIES ~ SUMMARY OF -c SUBTOTAL I-... TOTAL 312.5 I 3 2 I 3 I I Q-1 • FOR REDUCED PLANS 0 ' 2 3 I cu I EA J:"DRM DC-OE--92-PJ:" (R[V. 3/881 ORIGINAL SCALE IS IN INCHES ' ' ' ' ' 12222 046111 ----- ' LEGEND 0 ROADSIDE SIGN ON CONCRETE BARRIER {METAL RAIL MOUNTED SIGN) 0 SIGN NUMBER ... EXISTING SIGN TO REMAIN ROADSIDE SIGN CONE POSTl 0 w >-V, <D > 0 w w "' V, w > I-w .. "' 0 ' w >-.. 0 ' □>->-W<D <D ""o "w 0 -'z w aQ "' u R/W _, V, w <w I uo u < > LU >-::::, x---I z " in < "' ..J w ..J > 0 > z " "' in w LU " z C, < z 0 ;:: .. ,_. "' 0 ' 0.. .,, R/W z .. "' ,_. -0 ,_. z ... :E ,_. "' .. 0.. ... C .. z "' 0 !!. i ~ .. <> ' -0 ... ,_. -< ,_. .,, t ---. ---------~ .•,;::-: __ .-,t '.>:.':C~ .. -.• _,.,,c,.v::,v::v\. • .. , ... ,.---~,__, ... ,_ ..... , ,v"·, ,/'-,~",.,-..~-., .... ,-.A ,_h/,-' _, V ,_,✓ _,...._ ................ , .. •••• ';):"!··· 65% SUBMITTAL 9-7-94 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA MESA.CA 9262B MOFFA TT & NICHOL, ENGINEERS 4. 6, R6. 6 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 / / I N ' VI I-"' "' I VI "' "' VI ====:::..:__:_:=========-=:::=::===--======--=-:.·==--··c· ....... .'../ .....•.. li'· .... ... ................. -. ...... _ NOTES• I. THIS PLAN ACCURATE FOR SIGNING ONLY, 2. EXACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER. FOR REDUCED PLANS o 2 r,c,r,~,A' .-':'-f:!'-l C" IC: .!!,!_)~!!:,_UC"<:: I ---cu ........ ., ...... "·····~ SIGN PLAN (ROADSIDE SIGNS) SCALE• I' =50' S-1 12222 EA ___ 0461 I I ' ' x--- ' ' >-<D 0 w V, > w "' w ... ., D ' 0 >-W<D ... 0 "w ---'z [3Q ---' Vl «w uo ... I " in <C w > 0 z " in w 0 z 0 ;:: < ..... "' 0 ~ "' z < "' ..... ~ 0 ..... z w "' ..... "' < ~ w Q < z "' 0 ~ :;;; < 0 ~ 0 :!! -< ..... "' D w Vl > w "' w ... ., 0 >-<D 0 w "' u w I u < > w ::, z < -' -' > "' w z Cl < j t PLAN SIGN NO SHEET .NO S-2 0 S-2 0 S-2 0 I ...•• V') ::c<: ;;;b,:r .. ··.·::::: .. ::: .. w r V, w w V, F"CFO,! DC-OE-97.-PF (REV. J/83) ,--=··---- COSTA MESA ROADSIDE SIGN QUANTITIES CODE PANEL POST DATA SIZE SIZE LENGTH H W72A(40) 48' X60' METAL 9. 5' 9. 5' POLE W59 36' 4' X4' 12' 8.5 W59 36" 4' X4' 12' 8.5 295 ORANGE COUNTY W72AC40) 0 0 E - 3.5 3.5 R/W . C 7' 7' 7' / / • i i ' ' ROUTE • / 73 •, -. ":.·•··· ,\..\·"···· ·····•/····---. • Cl', . ..... 95 .. c .. 'F7" LINE 300 THIS PLAN ACCURATE FOR SIGNING ONLY. FOR NOTES AND LEGEND SEE SHEET S-1. FOR REDUCED PLANS o ,.Q~l[.INA1 <:;l"'.L?il J:" I<:; 1,\1 INC"!-IJ:"<:; I ' --'- "' "' i i )0. )0 \w ]-· ',::> \0 \\ 'a: ··. ":. ":_. .... 65% SUBMITTAL 9-7-94 DIST COUNTY ROUTE POST MILES SHEET TOTAL 12 oca 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DA TE CITY OF COSTA MESA 77 FAIR DRIVE COSTA MESA,CA 92628 TOT AL PROJECT NO. SHEETS 4. 6, R6. 6 MOFFATT &. NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 '-\ ;:;:~:.::.,(;;.. \ r \ '\ .. ·----, Cil ·········! ·····~·-··· SIGN PLAN (ROADSIDE SIGNS> SCALE, I' =50' S-2 0 w >-V, "" > 0 w w 0: V, w > I-w <( 0: 0 ' w I-<( 0 ' O>->-WCIJ "' I-0 0 «w -'z w :::,o "' u_ u .., V, w <(W I uo u <( > w ,-:::, I z x---a <( vi " ..I w ..I > 0 > z a "' vi w w 0 z (lJ <( "' 0 ;:: .. -"' 0 ' ~ "' "' .. "' -~ 0 -z: w "' -"' -c ~ w 0 -c % "' 0 ~ j :;:; -c <.> ~ ' 0 "' --< -"' i}1 18' 54' eNorth B G24 [I] ----l------------------ 1 IB I I I North e I I I 73 I GBS [}JG) B South :-e B North I oo· I I Long Beach I I I I I I Corona Del 100' I I T y I L _____ __]___ ___________ ~_ ----------- 1 I 3/4 MILE I I I I Exit Only : L ____________ L ___________ _ Fair Dr I 2r I 20· ! 2·1 G83 18' G85 [I] 20' 18' 36' eNorth B I e 0 North I \..'..:) 'I, 110' I Baker St 3/', I I r:;:;;;) I I e South 13/4 I I -----------~ G23 [i]@ 18' 36' e North B I½ [iJ CD 18' Y,,,eoo; TO .:--I BLVD NE~R i:::::: BEACH J t- J '° □□DDDD□EJCJCJCJ :Jr~:~n :J >- ::::J ~ nn~r7nnn11nl II gll ~[ [}]® r--~'--7---l-·--7----------T-l--T----------------------==-=------+--- I I • I 6) I I I I North South I I I I 55 I I Boker St I I B e B3 I 120• I I I I I I I 73 405 I I I I I I I I I I I Riverside I I 1/4 MILE I I Long Beach Corona Del Mar I I I I I I I I / / I r--~~-1--~~-1-m---:~---r-;1-[I] ~ 2 ~--1~t-[fil-~~----i--- 2 - 1 • __ _._1--;-, OVERHEAD SIGN QUANTITITES SIGN STATION INSTALL SIGN INSTALL SIGN NO. & OVERLAY ISOFTJ PANEL ON EXIST DIRECTION STRUCTURE (SOFT) 0 FNBT ON 54 DEL MAR AVE O.C. 0 FNBT AT 81 STA 181+85 CRTE 55) 0 FNBT AT 54 22 ND ST. o.c. 0 FNBT AT 175 STA 91+66 (CONN'A') 0 FNBT AT 210 STA 228+00 (RTE 55) FOR REDUCED PLANS o / 21' FORM DC-OE-92-PI" (REV. J/88! ORIGINAl SCA!_!:_~ INC:!,JF<;: i Mar --I---I I I I I _ ___ J ir I ORANGE COUNTY i i _, i I1 u i SANTA ANA AVE ! RED [iJ II PROJECT NOTES INSTALL SIGN OVERLAY AS SHOWN INTERSTATE ROUTE SHIELD SHALL BE 30'X25", STATE ROUTE SHIELD SHALL BE 28'X25", LETTERING SHALL BE 10.7' UC, 8' LC AND 10' CAPITALS. INSTALL SIGN OVERLAY AS SHOWN INTERSTATE ROUTE SHIELD SHALL BE 45'X38'. STATE ROUTE SHIELD SHALL BE 45"X36'. LETTERING SHALL BE 16' UC, 12' LC AND 12' CAPITALS. [}J INSTALL SIGN PANEL ON EXIST. STRUCTURE. 65¾ SUBMITTAL 9-7-94 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS cu 12 Oro 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE C!TY OF COST A MESA 77 FAIR DRIVE COSTA MESA.CA 92628 4.6, R6.6 MOFFATT & NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 LEGEND 0 SIGN NUMBER [I] EXISTING SIGN UC UPPER CASE LC LOWER CASE ROUTE 55 1222.? ___ ,_ PANEL TO REMAIN TO SANTA -ANA SIGN PLAN (OVERHEAD) NO SCALE S-3 046111 115~ SUBMITTAL --9 7 94 DIST COUNTY ROUTE POST ML.~ SHEET TOTAL TOTAL PRO .. E:'.:T NO. SHEETS PLANT LIST AND PLANTING SPECIFICATIONS 12 ora 55,73 4. 6, R6.6 ~r REGISTERED LANDSCAPE. ARCHITECT \.~Pl" NOTE:UNDERLINED PORTIONS OF BOTANICAL NAME INDICATE ABBREVIATIONS USED ON PLANTING PLANS ~" ~"' ~ ,. ;1 -'r»4 CAPOUYA ";!. PLANS APPROVAL DATE ~ ~ 231◄ !:! LYNN CAPOUYA, INC. '°' ~'IQ,,,12/26/94 ·-.;, ~" 3822 CAMPUS OR I VE, SUITE 120 ~-O; ""~ NEWPORT B£ACH, CA. 92660 HOLE IRON SOIL COMMERCIAL PLANTING LIMITS PLANT PLANT SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY SIZE BASIN SULFATE AMEND FERTILIZER MULCH STAKING :;:::~ARKS GROUP NO EACH TYPE Ci) MINIMUM DISTANCE FROM ON Ci) Ci) Ci) TRVD PVMT FENCE WALL PAVED EARTH CENTER DIA DEPTH PLANTING PLT ESTB WAY DITCH DITCH 0 I • BOUGAINVILLEA ---I GAL 0 0 I ------1/2LB 1/,LB I. 5 CF -------8 6 6 6 0 SHRUB "' SPP. 'SAN DI EGO RED' ,.. V> "' > 0 "' SHRUB-= ~ST OR SINGLE "' 0: A V> "' 0 ---0 0 I ------1/,LB 1/,LB -----ROW S~~Ll BE 25' FROM > I-2 MYOPORUM LAETUM 'PAC IF I CUM' I GAL I, 5 CF 25 20 20 20 22 15 EDGE c~ ?AVEMENT "' .. 0: 0 "" I- 0 ---.. 3 0 NERI UM OLEANDER 'MRS. ROEO I NG' ---I GAL 0 I ---1/,LB 1/,LB I. 5 CF -----10 8 8 8 10 10 SHRUB 0 -- 0 EUCALYPTUS RED IRON BARK 5 GAL 0 0 I ------1/,LB 1/,LB I. 5 CF ---30 --15 15 15 17 0 TREE .... 4 SIDEROXYLON O>-,.. "'"' "' B I-0 0 0 .... --'z "' 5 5 GAL 0 0 I ------½LB 1/,LB I. 5 CF ---40 --20 10 12 0 TREE G!:2 " PLATANUS RACEMOSA CALIFORNIA SYCAMORE 20 u -..., V> "' """' :r uo u ()j K 6 CHORISIA SPECIOSA 'MAJESTIC BEAUTY' FLOSS SILK TREE 24" BOX 36' 48' I ---4 CF 2 LB I LB 4 CF © 30 --20 20 10 12 0 TREE --.. I-C, :r s! z .,, 0 0: I-"' ;, 0 z z ;: Q Ill .,, "' 1111 0 -S! w ... er ,c ::::> ... ... I-0 u ... -w -,c I-... -... ::c ... u 0 ... er -< ... • w ... a: a. ,c < ... ... u a Vl APPLICABLE WHEN CIRCLED• ABBREYIA TIONS . C, ,c z (D-□UANT!TIES SHOWN ARE ''PER PLANT'' UNLESS 8 • 8 • BALLED ANO BURLAPPED TAB ' TABLET(SJ 5i < SHOWN AS SOYD OR SOFT APPLICATION RATES. CF ' CUBIC FOOT/FEET NO 1 NUMBER a: ...J (g)-SUFFICIENT TO RECEIVE ROOT BALL . SF ' ST ATE FURN I SHED DIA ' DIAMETER 0 FT ' FOOT/FEET AMEND 1 AMENDMENT !!: i 3 -DOES NOT APPLY TO MULCH AREAS. GAL ' GALLON PLT ESTB ' PLANT ESTABLISHMENT ... 8)-AS SHOWN ON PLANS. ,c LB ' POUND TRVD ' TRAVELED .. 5 -UNLESS OTHERWISE SHOWN ON PLANS. SOFT ' SQUARE FOOT /FEET PVMT 1 PAVEMENT ... @-SEE DETAIL. SOYD ' SQUARE YARD CSl oz ' OUNCE PLANT LIST 0 ... 7 -SEE SPEC I AL PROVISIONS . ... ,c ... -• HP-1 FOR REDUCED PLANS 0 ' 2 , I cu I EA FORM DC-OE-92-1"1' !REV. :S.18t!U ORIGINAL SCALE IS IN INCHES ' ' ' ' ' ' ' 12222 n~h I I I C w >-V> ., > C w w er V> w > t-w < er C ' w t-< 0 ' C>->-WO, <D >-c <w C -'z w i3g " u -' V> w <W :,: UC u I-Ill ~ ' " z in 0 0: ... "' > 0 z z ;: " Ill in "' ii= " .. 0 uJ .: a:: ,c :::, .. a: I- ' 0 u .. .. uJ z ,c I-a: .. :r: ... u 0 a:: .. .. <t Ill • uJ .. a: Cl. ,c <( .. ... u .. VI Cl ,c z iii <t a: ...J 0 !l i ~ ... ' 0 Ill .. "" .. -• FORM OC-OE-92-PF' fREV. R/W--. 80 R/W / 3/88) ----__:_-----~ . • -- FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' . .'-···· ', 0 2 ----- . ... -•·' 1 1 I I ' - '' I I I I I ' ' ' . V.11~ OUDIIII I I IU. DIST COUNTY ROUTE POST MILES TOT AL PROJECT 12 Ora 55,73 4.6, R6.6 ARCHITECT PLANS APPROVAL DATE LYNN CAPOUYA. INC, 3822 CAMPUS DRIVE, SUITE 120 NEWPORT BEACH, CA. 92660 9-7-94 SHEET TOTAL NO, SHEETS --------,-r.v., '' ' ' -r 'V "'-,A ...l • 1 I YI J I f I I I J I lll TI I I~ "I 1 11I1J11111111111fl1111111111 jlj,.11 11 1 . •, II.I 1Li.l ) ' "' I l I I l I 11 l·1 f 1 • a. .· :,: t-"' "' :,: "' "' :ll PLANTING PLAN SCALE• 1 • •50' HP-2 cu 12222 EA 046! 11 X 0 "' >-VI a, > 0 "' "' 0: VI "' > ... "' <t 0: 0 X "' ... <t 0 ' O>->-"'a, a, >-o <t"' 0 -"z "' aQ "' u JV) "' <t"' :,: uo u ... C, :,: X " z .;;; 0 0: I-"' > 0 z z ;: g Ill Ul "' ~ a -! w 0:: ,c :::, .. a: f- ' 0 u .. -w -f-,c a: .. :c ... u 0 0:: .. -<t ... • w .. = a.. .. <t ... u ... V) Cl ,c z ii <t a: ...J 0 !!: i ,c .. ... X 0 ... ,c .. -• LEGEND z INDICATES PLANT MATERIAL TO BE REMOVED 39 MYO PAC .... z ...I .. ---....---. ..,. :,:f-----"-"--u ... ~ 4 ____ .::::...---- COSTA MESA 10 EUC SID 6 PLA RAC 4 EUC SID ROUTE 73 295 R/W R/W ---------" I I X X X X " ..•. -\, .. --- _\ ~ .. ,-,-,,----i ------.------------+----~~ .. 68 MYO PAC 3 CHO SPE 10 BOU SPP 6 PLA RAC --- FOR REDUCED PLANS _".:'"::..:...,__;_~~- 100 300 0 2 ' , ' "' ' I \ :_ -:-=---=----=-= -\ i I --------, r-------\ I ' \_:.\ \ ' ' ' I I '· ' ' ' • \ \ \ \\ \ \ \ • I \ \ • ' \ \ ' I \ I \ I \ \ --\ OI I NI \ 85~ SUBMITTAL 01ST COUNTY ROUTE 12 0.-o PLANS APPROVAL DATE LYNN CAPOUYA. INC, 3B22 CAMPUS DRIVE, NEWPORT BEACH. CA. POST MILES TOTAL PROJECT 4.6, R6.6 ARCHITECT SUITE 120 92660 ,____ -------\ \ .,·,. _, \ \ JR __ s--:-s. __ -;--_s-: ·---- \ ~-----,a. -,_·· -=-:-~-,-..-:.:";-··-. ------. ---~ PLANTING SCALE• I ' •50' r" I???? SHEET TOTAL NO. SHEETS L PLAN HP-3 0 "' >-!!! CD > 0 "' "' a: VI "' > .... "' <( a: 0 X "' .... <( 0 ' 0>->-"'CD CD >-o "'"' 0 -'z "' i3g " u ...JVI "' "'"' :c uo u >-C, :c X " z ;;; 0 0: ... "' > 0 z z ;: " Ill ;;; "' ~ 0 '"' !! LLJ ... c:: C :::, Ii. I- X 0 u • -LLJ -C I--= ... :c ... u 0 c:: Iii < ... i! LLJ -= a.. C < .. ... u .. VI Cl ; z < -= ...I .. "~ i u X a .. :! -• """' OC-0t-q2-F'f" !~EV. RIW-..._ -ao . . . . ROUTE 73, . . , ·cE R/W/ 3/8111 , __ ,.,,·, __ ----~ ----.. It ---er.., '. ORA -73 ,._ tc:;T ---,,c,p-,-----------------⇒,.--- FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 z'G~- -- 2 3 _,___._-_,..____,_,..__,_....~ II~ SUBMITTAL DIST COUNTY ROUTE POST MILES TOT A PROJECT 12 ora 55,73 ~.6, R6.6 ARCHITECT PLANS APPROVAL DATE LYNN CAPOUYA. INC: 3822 CAt.FUS DRIVE. SUITE 120 NEWPORT BEACH. CA. 92660 , ~ C.J -- CQNC.gO --._ ---~-. ~~...,-...-.._r'-..,_ . ·· --iKIAYA@:..._~0;tc;f';;V . n, °".';;"~'Te..~,,;., -r&MM'Y'~tii:-rg_~Ji~PfJU1£Jf;.t~iA_~w~1;. __ ;a ---;~:...:.-7 ;,-..; i /~,e:;af~ -' -~ . ' ' I , . •, ~ , ~ . /'-I.LI :,:: . "' CCNC .-1, "' "' "' :::~ a C "' 'F7' LINE . O'RT z _, :,:: u ... i ;ii' ii. . ,::)~IC ~ . 90-~ . ~ 0 ... 0 ·- IRRIGATION PLAN SCALE• I ' •50' HP-4 cti 12222 EA 046111 X 0 UJ >-VI a, > 0 UJ UJ 0: VI UJ > .... UJ .. 0: 0 X UJ .... .. C ' c>->-~a, a, .,o C _, UJ :,Z UJ u!a "' " -' VI UJ .. "' :c UC " I-C, X :c " z in 0 ll: "' I-> 0 z ~ ; II "' Iii C .... LUNC ASPH X R/'11 COSTA MESA R/ ------ __j, ----~ . •L ____ u·_. - ROUTE 73 2 5 ,___..,--- --- ---- •• --7!. ,-...... ,-...: ,-, ASW ---- ORA -73 CONC ASPH FOR RED nAtt'W•.1.&1 °;;~ PLANS I I'" 1,;; IN !Nr'"Hl'"S ,. -=••-- 3 0 I OlRT ' __ _L_ 2 ~s--P-Y- co1-1c 3 I' i ( ,( 'I G () 0 0 oO ---- ------ .4SPH DIRT 7 PLANS APPROVAL DATE LYNN CAPOUY 3822 CAMPU A. I NC. NEWPORT BE:C~RlVE. SUITE 120 • CA. 92660 -7-4 SH,tET TOT AL O. SHEETS IRRIGATION SCALE• 1 • •50' PLAN HP-5 cu 12222 EA 0461 I I ao~ SUBMIT r AL I -7-9◄ DIST COUNTY ROUTE To;i~T P~~l5cT SHEET TOTAL NO, SHEETS • 12 ar-a 55,73 4. 6, R6.6 SPRINKLER SCHEDULE \w-(' -PLUS/MINUS 5¾ z z '~a RISER '" REGISTERED LANDSCAPE ARCHITECT _. v,M.~CAP,: z --!:! ,_ .. iYNNCAPOOY~ "' -"' "' ~ ► a: !!, OISCHARGI ... u .. z .. "' z ... ~ "' ;: "' u oo .. a: MATERIAL z ... ;: "' .. z .. ... "' ~ N _, ... "' .. _, .. r.~31,4 ~ z ' "' "'a: ~ "' 0 :: DESCRIPTION .. Z"' ~ "' z "' .. "' a: "' u "' "' 0 :, a: ~ ""· .. -a: "' _, o-> u _, ... "' u _, "' ~ '= , "' REMARKS PLANS APPROVAL DATE _, ... :, !! "' uz -a: .. z "' zo 0 ,_ "' ... -ti Exp.I 2/26/9◄ It-i..- 0 ► .. .,, :, _, -..... "' "' :, .. a: 0 -z -"' "'"' a: ~~ LYNN CAPOUYA. INC. .. "' .. "'"' 0 a: _, ... "'> ~ ... ... "' ... .. "' z .. "' ~!. ~"" ::, .. a: "' "' ::, "' X "' N "' ... "', 0 "' ~ ~ i's , .. "' > "' ;;; -► "' ,!' ... 3822 CAW'US OR I VE, SUITE 120 ► ► .. .. a: .. .. .. ... N _, .. .. a: 0 ► .. _, N ., ... ;;; a: 0 (' OF c~>J~ "' ... 00. "' "' a: " .. 0 oo _, "' ,,, _ "' z ,!' .... .... 0 OU .. ... ~ ;;; .. a: NEWPORT BEACH. CA. 92660 ::, z .. "' .. /;. B-1 SHRUB SPRAY a 30 .3 --5 --PL --½ ---- ----X 11 y --½ 6 111 ----GPM IS SCREENS (Z)@ • 0 "' . >-V) "' > 0 "' "' a: ~ "' > ... "' "' a: 0 "' ... "' 0 .... O>->-.., "' "' ,_ 0 0 ...... -'z "' ABBREVIATIONS aQ "' x, DENOTES REQUIREMENT u _, V) "' F 1 FULL C I RCLE L • LENGTH OF COVERAGE "'"' "' LIN■ uo u APPLICABLE WHEN CIRCLED• p 1 PART CIRCLE FT 1 FEET/FOOT LAT■RAL SIZING CHART F/P I FULL/PART CIRCLE IN 1 INCH<ES> CJ)-ARC STOP SHALL BE FI TTEO WI TH 0 • QUARTER C I RCLE GPM 1 GALLONS PER MINUTE PIPE SIZE GPM A NUT ANO BOLT. T 1 THIRD CIRCLE GPH 1 GALLONS PER HOUR r.· ---H 1 HALF C 1 RCLE ADJ 1 ADJUSTABLE 0-10 2 -VINYL-COATED CAST I RON HOUSING. TT 1 TWO THIRD CIRCLE PL 1 PLASTIC 3 -SWING JOINTS REQUIRED ADJACENT TO TO 1 THREE QUARTER CIRCLE BIB 1 BRASS/BRONZE I' 11-17 ... SHOULDERS. CURBS. SIDEWALKS ANO DIKES. CST I CENTER STRIP B/PL • BRASS/PLASTIC w.· 18-27 "' C, 4 -UNLESS OTHERWISE SHOWN ON PLANS. SST I SIDE STRIP 8/B/PL• BRASS/BRONZE/PLASTIC 11/2. 28-36 "' z S -SEE SPECIAL PROVISIONS. EST I ENO STRIP NPT 1 NATIONAL PIPE THREAD in 0 PS I I POUNDS PER SQUARE INCH IPS 1 IRON PIPE SIZE 2· 37-57 a: "' "" w 1 WIDTH OF COVERAGE FG • FINISHED GRADE •- > 0 z z ;: "' Ill IRRIGATION L■GIND in w ill: YALY■ CODI C 1111111• l!IIH!IIIID III■ Dlll2111!IIIII IIIIIHHI 1!1111!111111 l'.IIII 111112B11!IIIII REMOTE CONTROL VALVE ~ 181 WATER METER BY OTHERS <WM> B □ FILTER ASSEMBLY UNIT !FAUl z --!ZI-BACKFLOW PREVENTER ASSEMBLY <BPAl L 1S, GATE VALVE <GVl BCV SIZE = -c:>-BOOSTER PUMP <BP> 0 --0--QUICK COUPLING VALVE (QCVl IRRIGATION CONTROLLER <> -<>-TRUCK LOADING STANSPIPE <TLSl PRESSURE REDUCING VALVE !PRY> ~ CONTROLLER STATION ,., EHi -0: -m-FERTILIZER INJECTOR SYSTEM !FIS> X l! PRESSURE RELIEF VALVE !PRELVl VALVE IN PARALLEL ( IF APPLICABLE 1> ! LLJ c:: (~} © MASTER IRRIGATION CONTROLLER !MIC) <) --0--FLOW CONTROL VALVE <FCV> 1,~:~NTITY OF TYPE B SPRINKLERS C ::J .. a: I-0 0 AUXILIARY IRRIGATION CONTROLLER !Al Cl e o COMBINATION AIR RELEASE VALVE ASSEMBLY <CARVl 0 u .. C) 0 -LLJ IRRIGATION CONTROLLER ti Cl/ p --CHECK VALVE <CV> ( 2'/z' -A-2b-40-60 ) -I-IRRIGATION CONTROLLER <IC) !BATTERY> C GARDEN VALVE !GARV> a: -;o ,0--.. :c i?.1 ~ IRRIGATION CONTROLLER!Sl IN CONTROLLER 0--·--< .. u ENCLOSURE CABINET ( ICC> 0--··--! NOZZLE LINE W/TURNING UNION <NU 0 .. c:: ~~~ ~ CONTROLLER AND NEUTRAL CONDUCTORS <CNC> Cr---() IRRIGATION SYSTEM -<( Zrr-:A;) IRRIGATION SYSTEM TO BE REMOVED !II ----5 ····-· --s--SPRINKLER CONTROL CONDUIT .. LLJ IRRIGATION CROSSOVER/EXTEND IRRIGATION CROSSOVER o----""'--t.-, o-"'-o CHAIN LINK GATE !CL GATE> a: a.. C <( ~ m SPRINKLER W/SPRINKLER PROTECTOR .. CONDUIT Ill u -a (/') -·-----GALVANIZED STEEL PIPE <GSP> !SUPPLY LI NE> !MA I Nl □ IC) QUICK COUPLING VALVE W/SPRINKLER PROTECTOR • Cl GALVANIZED STEEL PIPE <GSPl <SUPPLY LINE> !LATERAL) ~ CONNECT TO EXISTING SYSTEM z _ .. _ ---:! <( PLASTIC PIPE !PR 200) !SUPPLY LINE> !MAINl --CAP -'"' ...J 0 PLASTIC PIPE !PR 200) !SUPPLY LINE> !LATERAL> !!, i NOTE• ~ ~k••--•••-.. -._,-·-PLASTIC PIPE !IRRIGATION LINEl .. i5 REMOTE CONTROL VALVE !RCVl / 0 ALL QUICK COUPLERS TO BE 3/4" .. CJ REMOTE CONTROL VALVE <MASTER> !RCVMl SPRINKLER SCHEDULE 0 ® 5 2 0 MANUAL CONTROL VALVE !MCVl THESE PLANS ARE DIAGRAMATIC. ITEMS ARE TO BE INSTALLED IN PLANTING AREAS ONLY AND IRRIGATION LEGEND = o;J ~ VALVE ASSEMBLY UNIT !YAU> • al -ID--WYE STRAINER <WS> HP-6 FOR REDUCED PLANS ~ : ! ! I cu I EA FORM OC-OE-92-PI' !REV. J/881 ORIGINAL SCALE !S IN INCHES . ' 12222 0461 I I X 0 w >-V> co ;; 5 0 w w cr V> w ;; ,_ 6 w < cr 0 X w ,_ < 0 ' O>->-W<Il co >-o ""w 0 --'z w a2 " u --'"' w <W ,: uo u < > UI I-::, x---,: z " '" < er .., w .., > 0 > z " "' '" w UI 0 z (!J < z 0 ;:: < ,_ "" 0 X ~ "' z < "" ,_ ~ 0 ,_ z w "" ,_ "" < ~ w 0 < % "" 0 ~ i ::; ~ ~ X 0 w t: ,_ "' dP FOR~ DC-OE-92-PF IAEV. J/88) PROJECT NOTES REMOVE SOFFITT COVER AND INSTALL SOFFIT LUMINAIRE. ABANDON EXISTING FOUNDATION AND INSTALL NEW FOUNDATION AND TYPE 31 LUMINAIRE. CONDUIT RISER TO BE EMBEDDED INSIDE OF COLUMN AND PLUGGED FLUSH 18' BELOW FINISH GRADE. SPLICE CONDUCTORS <2•61 TO EXISTING SIGN LIGHTING CONDUCTORS. ALL PULLBOXES ON STRUCTURES SHALL BE TYPE 9A. NEW CONDUIT SHALL BE 11/,' UNLESS OTHERWISE NOTED ON PLANS. R/W ROUTE 73 280 R/W LEGEND ABBREVIATIONS [IJ EXISTING SCE VAULT SCE SOUTHERN CAL I FORNI A ED I SON ,,;~,'.:>::,:., ..... .«~,,,.,,,.,,.,,,, •• ...... ~--'\..-..c----"".,..,.... 0:11/o ;)UtjMI I I AL 9-7-94 DIST COUNTY ROUTE POST MILES SHEET TOTAL 12 Ora 55, 73 REGISTERED CIVIL ENGINEER PLANS DATE Cl TY OF COST A MESA 77 FAIR DRIVE COSTA MESA.CA 92628 TOTAL PROJ~CT NO. SHEETS 4. 6, RS. 6 MOFFA TT & NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANT A ANA, CA 92704 ., ... ---·-----···•""'-··· •••• ................ c:.:.: ..... -.. -.. ==------:: .. ::: .... c-... ::: .. :::: .... ::: .... , .. : =.:::: ... ::! .. !:::: .... :::: .... ·==== :::: .... :::: .... :::: .... -: .. = .. ---------:~~,:~~- <', w w V> 285 1 I I "F7' LINE \ I .><-...... ,n . ..\ I ~11~ I d11-n I ... I ===,·==~ .. = .... = / --=== ====·===-:.: ..... <~+.. y --·-·-"·,::c-·~ .. -=·=="" :_ .. __ ._j_:_,_,,. • •••• 9 ,.• j ;,, ,;0,,c nl•:e iT IN£ ,'""'" ()--=, w z ------------···/·· ----------+~ ..... _;;; 1.. Ti •• •• T ---~-~-~---------=ic>---------------l,;,_ __ :::+tt====·==:1l~-~~~~=~==~,=====~~-==-=::.. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 3 ORIGiNAL SCALE JS IN INCHES cu LIGHTING AND SIGN ILLUMINATION SCALE• I' =50' E-1 12222 EA 04611 I C, w >-V, CD > C, w w "' V, w > I-w « "' C, X w I-« C, ' O>->-W CD CD I-C, « w C, --'z w GS! "' u --'"' w « w ,: UO u < > w I-::, ,: z x---" in < "' ..I w ..I > 0 > z " "' in w w 0 z Cl < z 0 ;::: ... ,_ a: 0 X ~ = z ... oc ,_ ~ 0 ,_ z = "' ,_ a: ... ~ = Q ... z a: 0 ~ j :::i -< <> ~ X 0 "' ,_ ..; ,_ "' lt1 ORANGE COUNTY COSTA MESA ·········--·...,:::::::::..···· R/W EXISTING SCE SERVICE POINT ID • P-I 1593 EXISTING 480V UNMETERED SERVICE IN TYPE I I l~BF SERVICE EQUIPMENT ENCLOSURE AND THE FOLLOWING CIRCUl!~BREAKERS• 1-2P-480V-IOOA MAIN 3-IP-480V-30A FOR LIGHTING AND SIGN ILLUMINATION CUNMETERE INSTALL l-2P-480V-30A CIRCUIT BREAKER FOR LIGHTING AND SIGN ILLUMINATION CUNMETERED). •-,4 -----------------· ,-,, ···,?:c.::.·.::.·:::.-----:!f'61 ::,--------, .. -............ -9:c'C' . -.,,·. ····--··"''.'.'. -! '.):,,-,, ....... ::····. _.,,,,. 8 r.:.,J.G..:·::. :j:::. ·.:.::: .... ::··;:::·:::::· •• • • D' 95+80 __ .,,,. :c ! 'D' 94 +!0 LD-0647 \ r;;:Y;,,,,......,.,.....- VJ I LD-0645. _--. ~ I ---v, ~L a--------"' L--'.L--±:=:=:: ~ -----T:~-:::::;-"fS:;-----~=: :::c ••••••••••••• \ • ·~··~~···_:_··· __ ·~····_·· _______ _ u •1-·v• - ~ (:C\C I ~ : • ------------------- 1 'D" I 02•65 LD-0653 "D' I 00+95 LD-0651 I I I ROUTE 73 300 MATCH LINE ·o· 10G+oo'-.✓- LD-0657 ,:J: SEE SHEET E-3 'F7" LINE 295'r' I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. roR REDUCED PLANS O 2 ORIGINAL SCALE IS JN INCHES 65% SUBMITTAL 9-7-94 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA ~ESA.CA 92628 MOFFA TT & NICHOL, ENGINEERS 4. 6, R6. 6 DATE 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 =1 --Ci, {~~- LIGHTING AND SIGN ILLUMINATION SCALE• I' •50' E-2 12222 EA _04611.1 >-"' 0 '" "' > '" "' X '" !-... 0 ' O>-'""' >-o ... .., .Jz aQ .J"' ... '" uo !-I x---" ;; a: '" > 0 z " ;; '" 0 :z 0 j:: < -"' 0 X ~ = :z < "' -~ 0 -"' ... "' -"' < ~ ... C X 0 '" "' > '" "' '" !-... 0 >-"' 0 '" ,,: u '" :r u < > w ::, z < ..J ..J > u; w z CJ < "' ' "' FORM DC-OE-92-?F (REV. !I/SBJ COSTA MESA ORANGE COUNTY COSTA MESA THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS 0 2 ORIGINAL SCALE IS IN INCHES 65% SUBMITTAL DIST COUNTY ROUTE 12 Oro 55, 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DA TE CITY OF COST A MESA 71 F AlR DRIVE COSTA MESA.CA 92628 POST MILES TOT AL PROJi::CT 4. 6, R6. 6 MOFFA TT & NICHOL, ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANT A ANA, CA 92704 9-7-94 SHEET TOTAL NO. SHEETS LIGHTING AND SIGN ILLUMINATION SCALE• I" =50' E-3 cu 122_2.?. .. EA . 046111 X ,.. "' " w U) > w 0: X w t- <t " ' O>-"'"' t-" «.., Jz i]Q JU) <tW uo x--J i j&) w > 0 z !,l "' w " .. 0 ;: ,c ... a: X 0 a. ... z ,c a: ... ... 0 ... z w ,. ... a: ,c a. w .. i a: 0 !!: ... ""' u ... X _,,. w ,.. ,c ... ... 0 w U) > w 0: w t-<t " ,.. "' " w " u w :i: u C > Ill ::, z C -' -' > tO Ill z Cl C i • LEGEND CD ® 11/2' CONDUIT FOR LIGHTING EXPANSION JOINT -PROVIDE CONDUIT EXPANSION FITTING. SEE ES-7C DETAIL "X". CONDUIT PASSING THROUGH GIRDERS SHALL CLEAR PRESTRESSING DUCTS BY 2 INCHES MINIMUM. FtlRU oe-c£-92-PI' rREV, 3/&Bl 'D' 103+84 5 i-v, "' ID 'D" I 04+65 LD-0655 N55-S73 CONNECTOR (BRISTOL ST> BRIDGE NO. 55-0905 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS O 2 3 nRlr.JNAI <;t.AI F 1<; IN lNl":HF'c; I ···---·-----------END OF ----APPROACH • •• ·•· •-SLAB 'D' 104+75 N55-S73 65% SUBMITTAL 9-I 2-94 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 55,73 4. 6, R6. 6 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE OTY OF COSTA MESA 77 FAIR DRIVE COSTA MESA,CA 92628 "40FF A TT &. "IICHOL, E"IGlJ\IEERS 3720 SOUTH SUSAN STREET, SUITE 200 SAIIITA ANA,CA 9270~ BRIDGE LIGHTING PLAN CONNECTOR (BRISTOL ST.) E-4 SCALE• I' •20' cu 12222 EA 046111 ' □ w >-V, co > □ w w a: V, w > >--w <( a: □ ' w >--<( □ ' □>->-wee co ""□ «w a -'z w "" "' u_ u LB-0450 _, V, w <(W I u □ u < > Ill >-:::, x---1 ~ z < I ffi .., > .., 0 > z " "' in w Ill □ z (!I < z 0 ;:: .. .... "' 0 ' ~ ... z .. "' .... ~ 0 .... z w '"' .... "' .. ~ w "' ... z "' 0 ~ j :::i l ~ ' 0 w .... .. .... ... t FOfll,I OC-OE-92-PF {REV. J,'!llll SIGN •l • A" LINE LB-0452 ------LB-0454 LB-0456 LB-0458 WIRING DIAGRAM LEGEND o 70 WATT HPS SOFFIT LAMP TO BE INSTALLED 0 31 0 WATT HPS LAMP TO BE INSTALLED 0 EXISTING 310 WATT HPS LAMP SPLICE CONDUCTOR AWG CONDUCTOR TO BE INSTALLED AWG CONDUCTOR TO REMAIN -----EX I ST I NG AWG CONDUCTOR TO BE REMOVED ROUT€ 55 SIGN •2 LB-0639 LC-0446 LC-0448 LB-0472 SIGN •9 I PH. ,3W LB-0651 LD-0453 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. ~OR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 LB-0482 LB-0476 LC-0454 LC-0476 LB-0647 LB-0645 --✓ Q ---···· 9-l-94 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS cu 12 Ora 55, 73 4. 6, R6. 6 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY OF COST A MESA 77 FAIR DRIVE COSTA MESA.CA 92628 MOFF' A TT &. NICHOL. ENGINEERS 3720 SOUTH SUSAN STREET, SUITE 200 SANTA ANA,CA 92704 LE-0650 LIGHTING AND SIGN ILLUMINATION (WIRING DIAGRAM> NO SCALE E-5 12222 EA 0461 I I Oafum {lev 10.0----. 10, s Cf) ® I \ Indicates Poinf Of Mm1n1mum _,, •• Verflcal C!earonce Pomf ''8r1.,fol Street Connector D l./nclercro.,J1ng,r Point "Bridge No 55 ·0&05 Ancl 'rear Completed 793 '-o• Meo" 104 PIVC /04~ SO. 00 e ev 65.7 Re: -o. 7066 % Per , t1on 5a5'vc PR.Of/LE GRADE NO scale Conn 0 105 CQ .... ,,.."ii' _,.. II r-'-, ( H T°lf ..... .J /I 11 ,, I' * I Abut e -e.1 9o /06 PILE DATA CLASS 70 CONCRETE PILES ALTERNATIVE Z SHALL NOT BE USED LOCATION DESIGN LOAD SPECIFIED PROBABLE /SERVICE LOAOl PILE TIP ELEV. PILE TIP ELEV. ABUT 1 70 TONS ABUT 1 WJNGWALLS 70 TONS ABUT2 70TONS ABUT 2 WINGWALLS 70 TONS 1e1-01 Profile rade Varte, 8%/.lax -□ connecfor O Concr~fe Barrier TIJpe 25 (Tljp) ---Ca.3f·Jn·Place ELEVATION Presfre,sed Concrete Box Gire/er 1 = eo 0 104 CURVE DA1A R= /350 1 ~ . .:! = 77°37 116 11 <u \ 1-sa,.oa' ~ L -11$1. 531 \ \ 'g ~/rucfure Approa ;.\ -;:; T!!PS N (J~ lj;p a'_ \ Metal Beam Gi.ard Rail ,ee RciWIJ Plans (TIJP) TYPICAL 5ECTION ex13f ar1c/9e No 55·0536 e=:s-standarcl Plan ~h~af No \.::;f-Oetoi/ No Crajh Cushion See Rdw!I P!Onj I' • 10' DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 55,73 REGISTERED CIVIL ENGINEER PLANS APPROVAL OATE MOFFATT & NICHOL, ENGINEERS SANTA ANA, CALIFORNIA CITY OF COSTA MESA SPONSOR I NG AGENCY GENERAL NOTES LOAD FACTOR DESIGN DESIGN: BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS) DEAD LOAD: INCLUDES 35 PSF FOR Fl/TURE WEARING SURFACE LIVE LOAD: HS20-44 AND ALTERNATIVE ANO PERMIT DESIGN LOAD SEISMIC LOADING: PEAK ROCK ACCELERATION ""' 0.45g DEPTH OF ALLUVIUM GREATER THAN 150 FT. REINFORCED CONCRETE: Fy • 60,000 PSI F'c ""' 3,250 PSI N-9 TRANSVERSE DECK SLABS (WORKING STRESS DESIGN) Fs • 20,000 PSI Fe• 1,200 PSI N"' 10 PRESTRESSED CONCRETE: SEE PRESTRESSING NOTES ON VIIICULAR lRAFFIC "TYPICAL SECTION AND GIRDER LAYOUT" SHEET 1. __ N-alignment No traffic al th• sit•. , 2. __ TrafllcwlD be detoured away lrom ttt. silL 3. __ Traffic wlD be carried on th• structur•. Stage construction wiH/wlU not be required. J. f 4.~ TrafflcwlUpaaund•rthulnJclu~on Brt5TO/ S jName of St. or Hwy.) A. No falHwolk allowed 0Yt1r traffic. B, :I:: Fa!Mwolk openlng(s) r.qulrad: N """' I•""· _ Two.way Temporary V•rtlcal Clearanc. ft Width of Traff,rn~ C. __ T•mparary ltalfie lane rllductlon n•edlld for footing excavation. l'EDESTlUAN TRAFFIC .1,_ f FalHworil.openlng{s)requiredon BrlSrr;;/ S (NameofSL} l.Jx:allon H1ighl Width /Ql•Q'I • S'·O~ RAILROAD lllAfFIC Fa.lalwork openlng(s) required av• _____ (Name of RR) V•rtlcal Ctearaoc. Horizo11tal CIArWidlh .., a.(C.:£D LOAD fACTOR LIVE LOAOING• HS20·◄"1 AND ALTERNATIVE PREPARED FOR THE ( DESICN DESIGN ANO PERMIT DESICN LOAD .;,'-~ .. ~--q-,----'-•• -,.,-" --l-n----l--,~-,u,----1-=,.,00=-,-+=n------"'"'-r=, __ ~==----t STATE OF CALIFORNIA I G 55-0905 N55/S73 CONNECTOR (BRISTOL STREET) ~ 11 c,.oH 11,\Tt ~ou:.:,:.:.,:.:,r-,-.s+,-, -------+c--~,~-,-------+,,.-"-,.-"'-'""-t-;:n,--------+a:-!l..::_;-..W:="'="-----1 DEPARTK:NT OF TRANSPORT A TI ON ORIGINAL SCALE IN INCHES FOR REOLICEO PLANS o ' cu 12222 EA 046111 POST MILE R4.7 GENERAL 1PLAN VI / A