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Home My WebLink AboutR_5569_SI I X X ' i ' i I I i • ~ ' t ! ~ ! ' ' • ~ ! ~ INDEX OF SHEETS SHEET 110. X-1 THRU X-4 HC-1 THRU HC-4 L-1 THIil/ L·8 C·l THRU C-3 0·l THRU D·25 U·l THIil/ U-3 11·1 THRU 11-6 IH AHD 11-2 S11·1 TIIRU Sll-2] HP·l THRU HP·Zl CS-1 THIil/ cs-2 DESCRIPTION TITLE SHEET STANDARD PLANS LIST TYPICAL CROSS SECTIOHS HOIIIZOHTAL CONTROL PLAN PUJI AND PROFILE CONSTRUCTIOH DETAILS DRAINAGE Pl.>.NS UTILITY AND RDIOVAL/RELOCATION PLANS WATER AND 6AS MAIN PUJIS IIETAINlll'G WAU PLANS SOUND WALL PLANS PL.AHTING AIID IRRJ6ATION PLANS CONSTRUCTION AREA SIGN PLANS SC·l THRU SC•ZO TRAFFIC HAH!lLING PLANS POS·l THIil/ PDS-9 PAVEMENT DELINEATIOII ANO SJGN PLAHS E·l THRU E-24 TltAFFJC SIGNAL MODIFICATION PLANS ~ " 0 5 0 ID a: ,. ... 111 0 > ii: ---------< •· to ~ l..o"a e1:,4CJ.t < -:-----------._: I-~ \ "' ~- : I: < ~ -OLFEIJl ~ ACCESS ROAD ST A TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY • IN NEWPORT BEACH ON ROUTE 1 FROM i NEWPORT BOULEVARD TO HIGHLAND STREET] To be supplemented by Standard Plans dated July, 1984 END CONSTRUCTION STA. 1+40.00 END WORK STA. 17+00.00 P.M. 21.4 !!! $ /ff "' I BEGIN CONSTRUCTION STA. 86+80.00 DIST COUNTY ROUTE POST MILE TOTAL PROJEC 12 ORA 001 19.8/21.4 ............ " LOCATION MAP P.M. 19.8 BEGIN WORK STA. 91+00.00 • ,. § ,r ci ~~ ---~--,,x~-;;.:-----~1,1 o\t.cl'. ~ •_10~~ / BENJAMIN B. NOLAN Public Works Director City 01 Nawport Beach The Contractor shall possess either a Class A license ~-~-----~-..:::':a:::d~:'.'.:.. _ _j, i or the loUowir,g Class C licenses at the time this contract O 125 250 500 750 City Contract No. 2591 ~ l!l_L ___ ~··~•:w:•:•d~•~d~:~C:l•:·~•~C~-===~-~c~-~~=~·C~-~=-=-=·~C~-==-=-=·~•: 0:d~C~·===:_---------------------,--,-;;;;-;;;:-;;;;;c;,;;-a;-.;;,--_:·J~~-~-~-;'!~=~;~~~·~-,---------------------------,----_:_tSta~~~le~~C~ontr~~~;.~~11~Nfo;.r=====~0~2~3~7~64~~====j:~. FOR REOUCED PLA/,jS O ~ ORIGINAL SC,\LS: l"'-'".:..::'":.:Ccc"-'"=----=="'============--L-------------------------Lc::u~_•_:1::2~-::2::o::9~----J;E~A~=o;2=;::3,;7:.6;,1:,_~=~=-1: City Drawlra No. R•5569·S • 1 _l El A-10 0 A-20A 0 A-208 0 A35·A 0 A35-B 0 A62·A 0 A62-B 0 A62-C 0 A62-0 0 A62-E 0 A62-F ■ A7J ■ A74-A 0 A74-B 0 A75·A 0 A75-B 0 A77·A 0 A77-B 0 A77C·1 0 A77C·2 0 A77-0 0 A77-E 0 A77-F 0 A77G 0 A79-A 0 A79-8 0 A79-C 0 A79-0 0 ABO 0 A81 0 A83 0 C7·A 0 C7-B □ C7-.C 0 C7-D 0 C7-E 0 C7-F 0 CS·A o ca-e o ce-c 0 C9·A 0 C9-B ■ D72 ■ D73 ■ D74 0 075 D 077-A D 077-B ■ D78 ■ D80 ■ D81 D D83 D D84 D DBS 0 086-A D 086-8 □ 086-C □ 087·A ■ 087·8 □ D88 ■ D89 □ D90 □ D93 □ D94 □ D95 □ D96 0 097A a os1e-, □ D978-2 GENERAL ROAD WORK Symbols and Abbre111alions Pavtiment Markers and Traffic lines. Typical Details Pavement Markers and Trathc Lines. Typical Oela1ls P.C.C. Paving Details Approach Slab Excavation and BacklLH Miscellaneous-limits of Payment Excavation and Backfill Bridge_Surcharge and WalJ-l1m1ts of Payment E.Jrcavation and Backhll Bridge• limits of Payment Excavation and Backfill Oela1ls Concrete and Asbestos-Cement Pipe Culverts Excavation and Backfill Details Reinforced Concrete Box and Arch Culverts Excavation and Backfill Details Metal Culver1:s Type Ill Barricade. Dikes and Road Intersections Markers and Delineators Survey Monuments Coocrete Barrier Type 50 Concrete Barrier Type 50 Metal Beam Barrier Metal Beam Barner Metal Beam Guard Ra,Ung-Slandard Hardware Metal Beam Guard Railing Barrier and Guard Rail Anchors Cable Anchor Assembly (Break.away) Thrie Beam Barner Torie Beam Barner Guard Rail Flares Miscellaneous Guard Rail Details Guard Rail Connections to Bridge Rails, Retaining Walls and Abutments Guard Rail Connections to Bridge Sidewalks and Curbs Emergency Passageways Barrier Trans1hons Portable Scale Reinforced Concrete Crib Wall Types A., B. C and D- Cyonstruction Det.11\s Reir>lorced Cooctete Crib Wall Types A., B, C and □- Design Data Reinforced Concrete Cnb Wall Types t, II. Ill, IV, V. VI, VII. VIII and IX Reinforced Concrete Crib Wall Types X. Xl & XII Reinforced Conrete Crib Wall Header & Stretcher Details Reinforced Concrete Crib Wau Design Data • Types I thru XII Steel Crib Wall-Construction Details Steel Crib Wall-Design Data Steel Crib Wall-Design Data Timber Cnb Wall Types A, B, C and □-Construction Details Timber Crib Wall Types A., B, C and □·Design Data Drainage Inlets -OS. Ol. GOL Drainage lnlels -Gt. G2, G3. G4. GS, G6 Drainage Inlets· GT1. GT2. GT3. GT4. GO. GOO Pipe Inlets Grate Details Bicycle Proof Grate Details Gutter Depressions Single Box Culvert Double Box Culvert Box Culvert Miscellaneous Box Culvert WingwaU, Types ·A-·a· & ·c· Box Culvert W1ngwall, Types -o-& ·E· Box Culver1 Warped Wmgwalls Pipe Culvert Headwalls, Endwalls & Warped Wingwalls Arch Culvert Headwalls. Endwalls & Wa,ped Wingwalls Overside Drams Overside Drams and Underdrams Construction loads on Culverts Pipe Headwalls and Strut Deta1ts Pipe Culvert Headwalls, Endwalls & W1ngwalls Types •A" •s-& •c· Oramage Intel Riser Connections Flared End Sections Concrete Arcn Culverts P1oe Riser w1lh Oebns Rock Cage CMP Couollng Band Details No. 1, flanged End CSP Channel Coupling Band Deta1ls·Downdra1ns, Standard and Pos1t1ve Joints CMP Couohn,;J Band Deta1!s No. 2. Annular. Reformed End, and Helical Couplmg Bands- Downdrams. Standard and Positive Jom1s CMP Coupling Band Details No. 3, flanged End CSP Channel Cou plmg Band Dela1ls-Downdrams, Standard and Pos1t1ve Joints 0 D97C-1 0 D97C·2 0 0970 0 D97E-1 0 D97E·2 0 D97·F 0 098-A 0 098-8 D 098-C 0 0980-1 0 D980·2 ■ F·IO □ F-20 ■ NB-A ■ N8·8 D N8·C ■ T·IO ■ T-11 ■ T·12 ■ T·\3 ■ T-14 D so-1 D B0-3 0 80·5 0 80-13 a s1-11 D 82-3 D 82·5 0 82·8 0 82·9 0 83·1 0 83-2 0 83-3 0 83·4 0 83-5 0 B3·6 0 83-7 0 83·8 0 83·9 0 B3·11 0 B6·1 0 86·10 0 86·21 0 87·1 0 87·5 0 87·6 D 01-10 0 87-11 0 88·5 0 811-7 ■ 811·30 0 811•47 0 911·51 0811·52 a 011-53 0 811·54 iJ 813·1 0 813·2 a a14-1 0 814-2 0 814-3 CMP Coupling Band Details No. 4. Universal Coupling Bands Standard and Positive Jrnnts CMP Coupling Band Details No. 5, Universal Coupling Bands Slandard and Pos1!1ve Jomts CMP Coupling Details No. 6·Slandard Jomt CMP Coupling Details No. 7-Pos1t1ve Jomt CMP Coupling Oelatls No. 8·Pos1t1ve Joints and Oowndra1ns Reinforced Concrete Pipe or Non-Remlorced Concrete-Pipe Standard and Pos1l111e Joints Standard Inlet Struclure Shoulder Installation Details and Details of $lolled Orarn Connections 12· Thru 24-Slotted C.5.P. Oram Details AJ!ernauve Hmged Cover tor Type Ol & OS Inlets & Trash Rack tor Type OCP Inlet Edge Oram Details Edge Oram Details Cham Link Fence Barbed Wire and W11e Mesh Fence Curbs and Driveways Wheelcha11 Ramp Details No. 1 Wheelchair Ramp Details No. 2 TraHic Control System tor lane Closure on Freeways and Expressways, Miscellaneous Details Traffic Control System lor lane Closure on Mu!t1lane Conventional Highways, Miscellaneous Details Traffic Control Syslem for lane Closure on MuJ11tane Convenhonal Highways, M1sceUaneous Details Traffic Control System for Lane Closure on Two Lana Conventional Highways Details tor Ramp Closures, Miscellaneous Dela1is BRIDGE Bndge Details 811dge Details Bridge Details Bridge Details Closure Wall Deta,ls·Box Girder 16" Cashn-Or1lled·Hole Concrete Pile Pile Delads·Class 45 and Class 70 Pile Deta1ls·Class 45C and Class 70C Load Test Anchor Pi!e Details Aeta1nmg Wall-Type I H=4'-30' Retammg Wall-Type I H=32'-36' Reta1mng Wall-Type l A Retammg Wall• Type 2 Counterlon Retammg Wall-Type 3 Counter1or1 Retammg Wall -Type 4 Aetammg Wall· Type 5 Aeta1nmg Wall Oelails No. 1 Reta1mng Wall Details No. 2 Aetam1ng Wall Type 6 -6' Ma){. T·Beam Details Utility Openmgs • T·Beam Joint Seals Box Girder Details Deck Drains Deck Drams -Types 0·1 and D-2 Uhlity Openmg • Box GJfder Ut1hlles Details CasHn-Place Prestressed Girder Oe1a1ts Chain Lmk Aa1lmg Temporary Aa1img (Type K) Cable Ra1lmg Tubular Hand Railing Cham link Railing Type 7 Concrete Barner Type 25 Concrete Barrier Type 26 Slope Protection Deta,l No. 1 Slope Protection Detail No. 2 Structural Steel Plate Vehicular Undercross1ng Structural Steel Plate Arches Supply lme & Commumca11on & Spnnkler Control Conduit SIGNS, SIGNALS & LIGHTING OVERHEAD SIGNS· TRUSS 0 51·12 CJ 52-11 0 53·1 I Overhead Signs. Truss. Instructions and Examples Overhead Signs, Truss. Smg!e Post Type, Post Type 11 !hru VIII Overhead Signs, Truss. Two Post Type, Post Type 1-5 lhru VII-S 0 S4·6 0 55·6 0 S6·8 0 S7·8 0 S8B 0 S8-8A 0 SBC 0 SBD 0 S9-12 0 S10·9 0 S11-10 0 SJJ.10 Overhead Signs. Truss. S1ng!c Posl Type, Structural Frame Members Overhead S,gns, Truss. Two Post Type, Structural Frame Members Overhead Signs. Truss. Structural Frame Details Overhead Signs, Truss. Frame Juncture Details Overhead Signs. Steel Frame Removable Sign Panel Frames Overhead Formed Panel Details tor Mountmg on Removable Sign Panel Frames Overhead S,gns. Truss. Sign Panel Mounting Details lammated Panel, Type A Overhead Signs. Truss. Removal Sign Panel Frames 110-and 120~ Sign Panels Overhead Signs. Walkway Details No. 1 Overhead Signs, Walkway Details No. 2 Overhead Signs, Walkway Safety Railing Details Overhead Signs, Truss. Pile Foundation OVERHEAD SIGNS• LIGHTWEIGHT D 514A·5 □ 5148·4 □ 515·8 □ 516·7 □ S17·8 □ S18A·8 0 5188·7 0 520A·7 0 5208·9 0 521·4 □ S22·2 . □ 523·4 D 524-4 D S25·4 D S26·5 D S27·5 □ S28-5 □ 529·4 □ SJ0·6 □ SJ1·3 0 532·4 □ S33·4 D SJ4A·5 □ S39-6 0 540A·1 □ 5408·1 □ 540C·1 □ 5400·1 □ 540E-1 □ $40F·I D S40G·1 Overhead Signs. lightweight, Balanced-Single Steel Post Connection and Mounting Details Overhead Signs. L1gt)twe1ght, Balanced-Single Steel Post Details Overhead Signs, Lightweight. Type A. Connection Details Overhead Signs. Lightweight, Type 8. ConnecllOO Details Overhead Signs, Lightweight, Type C, Connection Details Overhead Signs, Lightweight. Sign Panel Mounting Details, laminated Panel. Type A Overhead Signs. lightweight, light Fixture Mounting Details Overhead Signs. Llghtwe1ghl, Post Details Overhead Signs. Lightweight, Founda11on Overhead Signs. Box Beam. Instructions and Examples Overhead Signs, Box Beam, Two Post Type Frame Members Overhead Signs. Box Beam. Two PoSt Type Frame Oeta1ls Overhead Signs. Box Beam. Two Post Type Cantilever frame Details Overhead Signs, Box Beam, Two Post Type Frame Juncture Oeta1(s Overhead Signs, Box Beam. Two Post Type Post Details Overhead Signs, Box Beam. Single Post Type Frame Members Overhead Signs. Box Beam. Single Post Cantilever Frame Details Overhead Signs, Box Beam, Single Post Cantilever Frame Junclu!e Details Overhead Signs, Box Beam. Single Post Cantilever Posf Details Overhead Signs, Bo,. Beam. Single Post Butterfly Frame Details Overhead Signs, Box Beam. Single Post Butterlly Frame Juncture Details Overhead Signs, Box Beam, Single Post Buttertly Post Delalls Overhead Signs, Box Beam. Sign Panel Mounting Details, Single Sheet Sign Panel OVERHEAD SIGNS· BOX BEAM CLOSED TRUSS ALTERNATIVE Overhead Signs. Box Beam & Closed Truss Alternative Foundation Overhead Signs, Box Beam, Closed Truss Alternative. fwo Post fype Frame Members Overhead Signs, Box Beam, Closed Truss Allemat111e, Smgle amt Two Post Type General Frame Details Overhead Signs, Box Beam. Closed Truss Al!ernat1ve. Ribbed Sheet Metal Details Ovefhead Signs. Box Beam, Closed Truss Alternative. Two Post fype Frame Details Overhead Signs. Box Beam, Closed Truss Alternative, Two Post Type Frame Juncture Details Overhead Signs. Box Beam. Closed Tr"Jss Alternative, Two Post Type Post Dela1!s o~erhead Signs. Box Beam. Closed Truss Alternative, Smgle Post Type Frame Members D S401-1 0 S40J-1 0 540K·1 0 540L-3 0 S40M-I 0 S40N 0 S40P 0 5400 0 540R 0 S405 0 S40T ■ 541-3 ■ S42-t5 ■ S43·A ■ 543-8 ■ 544•7 ■ ES-1A ■ ES·18 ■ ES-2A ■ ES·28 ■ ES·2C ■ ES-20 ■ ES·3A ■ ES-3B ■ ES-JC ■ ES·JD ■ ES·3E ■ ES-4A ■ ES-48 ■ ES-4C ■ ES·5A ■ ES·58 ■ ES·5C ■ ES·5D ■ ES-5E ■ ES·5F Overhead Signs, Box Beam, Closed Truss Alterna11ve, Smgle Post Canhlever Frame Details Overhead Signs. Box Beam, Closed Truss AltemalJVe, Single Posl Canlileve, Frame Juncture Details Overhead Signs. Box Beam, Closed Truss Alterna11ve, Single Post Cantilever Post Details Overhead Signs, Box Beam, Closed Truss Alternative, Smgle Post Buller11y Frame Details Overhead Signs, Box Beam, Closed Truss Altemat1ve, Single Post Butlertly Frame Juncture Details Overhead Signs, 80:1 Beam, Closed Truss Alternative, Single Post Butterlly Post Oela1ls OVERHEAD SIGNS· TUBULAR Overhead Signs, Tubular, Instructions and Examples Overhead Signs, TublJlar. Single Post Type Layout and Pipe'Selection Overhead Signs, Tubular, Two Post Type Layout and Pipe Selection Overhead Signs, Tubular, Structural Frame Details No. 1 Overhead Signs, Tubular, Slructural Frame Details No.2 Overhead Signs, Tubulilr, Foundation Details ROADSIDE SIGNS Roadside ·signs, Typical lnslallation Details No. 1 Roadsi~ Signs, Wood Posts. Typical lnstaUallon O~talls Na. 2 Roadside Signs. Laminated Wood Bo• Posts. Typical lnstallalion·Oeta1ls No. 3 Roadside Signs, Steel Post. Typical Installation Oetaits Roadside Signs. Typical lnstallahon Details No. 4 TRAFFIC SIGNAL and HIGHWAY LIGHTING DETAILS Traffic Signal and Highway lighting Details. Symbols and Abbrev,allons Traffic Signal and Highway lighting □~tails. Symbols and Abbrev1at1ons Traffic Signal and Highway lighting Details. Service Equipment Traffic Signal and Highway lighling Details, Service Equipment Traffic Slgnal and Highway lighting Details. Service fa1u1pment Traffic Slgnal and Highway lighting Details, Service Equipment Traffic Signal and Highway Lighting Details, Signal Heads and Mountmgs Traffic Signal and Htghway l~hllng Details, Signal Heads and Mountings TraHit: Signal and Highway Lighting Details, Signal Heads and Mountmgs TraHic Signal and Highway Lighting Details. Signal Heads and Mounimgs Traffic Signal and Highway Lighting Details. Signal Heads and Mountings Traffic Signal and Highway lighting Details, Controller Cabinet Details Traffic Signal and Highway lighting Details. Controller Cabinet Details Traffic Signal and Highway lighting Details. Controller Cabinet Details Traffic Signal and Highway Lighting Details, Detectors Trai1ic Signal and Highway lighlmg Details. Detecfors Traffic Signal and Highway Lighting Details. Oeteclors Traffic Signal and Highway Ltghling Details. Detectors Traffic Signal and Highway lighlmg Details, Detectors Traffic Signal and Highway Ughtmg Details, Detectors Aaz loisrAiCr\co,,ir.l AOUIE I -l'O,,ft,l<lU 1s--.!n..=..ft'. 112 IORAI 001 I 19.8/21.4 I 2115, TRAFFIC SIGNAL and LIGHTING STANDARDS ■ ES-6A 0 ES-6B 0 ES-6D 0 ES·60A 0 ES·6E 0 ES·6F 0 ES-6H ■ ES-6J ■ ES·6K ■ ES-6L ■ ES-6M 0 ES-6N 0 ES·60 0 ES·6P 0 ES-60 0 ES-6R ■ ES·6S ■ ES·6T 0 ES-6U ■ ES-6V 0 ES-7A ■ ES-7B ■ ES-7C ■ ES-70 0 ES-7E 0 ES-7F ■ ES-8 0 ES-9A ■ ES-9B ■ ES-10 ■ ES-11 0 ES-12 ■ ES-13 0 ES-15 TtaHic Signal and lighting Standards, Type I Standards and Pushbutton Posts Lighting Slandards, Types 15 and 21 Lighting Standards, Types 30 and 31 Lighting Standards, Type 32 lighting Standards Types 30 and 31, Base Plate Details 10 Degree Lighting Standards 10 Degree Lighting Slandards Details Traffic Signal and lighting Standards Case 1 Arm load• in0, Wind Velocity=70 MPH Arm Lenglhs 15' lo 30' Traffic Signal and Lighting Standards Case 2 Arm Load- ing, Wind Veloclty=70 MPH Arm Lengths 20' to 30' T ratlic Signal and lighting Standards Case 3 Arm Load· mg, Wind Veloc1ty=70 MPH Arm lengths 20' to 45' Traffic Signal and LIQhling SlandardsCase 4 Arm Loac:1- ino, Wind Veloc,tya:70 MPH Arm Lengths 25' lo 45' Traffic Signal and Ughhng Standards Type 40-0-80 TrafficSignalandLight1ngSlandardsCase 1 Armload- ino. Wind Veloc1ty--80 MPH Arm lengths 25' lo 30' T ratlic Signal and Lighting Standards Case 2 Arm Load- ing, Wind Veloc1ty=80 MPH Arm Lefllillhs 20' to 30' Traffic Signal and lighting Standards case 3 Arm Lo.acl- 1ng, Wind Veloc1ty=80 MPH Arm Lengths 2C1,to -45' T ratlic Signal and Lightmg Standards Case 4 Arm Load- ing, Wmd Velocity=80 MPH Arm lenQthS 25' to 45' Traffic Signal and Lighting Standards Oetaib Na. 1 TraHic Signal and Lighting Standards Oetads No. 2 Slip Base Insert for Type 10 & 15 Lighting Slandards left Tui'n SiQnal and Sign Standard Type 33 Traffic Signal and Highway Lighllng Oet.ads, Eleclnca., Details Slructure lnstallat)()nS Traffic Signal and Highway Lighting Details, Electlic.al Details Structure lnslaHat,ons Traffic Signal and Highway lighting Details, Electrical Details Structure lnstaUat1ons Trattlc Si\Jnal and Highway Ughling Oelails., Electrical Details Struclure lnslallallons Traffic Signal and Highway lightmg Details, Electrical Details Structure Installations TraHic Signal and Highway Lightmg Details. Electncal Details Structure Installations TrattiC Signal and Highway lighting Details, Pull Bo• Details Canhlever Flashing Beacon Details, Types 9, 9A. 98 Cantilever Flashing Beacon Details, Types 9, 9A. 98 Traffic Signal and Highway L1ghtmg Details. lsolux Diagrams TraHic Signal and Highway 1!1ghling Details., Foundation Installations Pedestnan Undercrossmg Fluorescent lighting Fixture • Traffic Signal and Highway lightmg Details, Wlnng Details and Fuse Ratings Pedestrian Overcrossing Fluorescenl Llghltng Fixture EXTINGUISHABLE MESSAGE SIGN 0 ES·27A 0 ES-278 0 ES-28 0 ES-29 0 ES·30 0 ES·Jl 0 ES-32 ■ ES·33 Extinguishable Message Sign. 10--Leners E){tmguishable Message Sign. 10--letters Exlingu1shable Message Sign and Flashmg Beacons SIGN LIGHTING DETAILS Merc1Jry Sign lighting EQuipment 36-Fluorescent Sign Lighting Equipment 12· Fluorescent Sign lighting EQuipment Sign llghtmg Equ1pmen1 Internally Illuminated Street Name Sign STANDARD PLANS LIST (July, 1984 Edition) The Standard Plan sheets Indicated by a marked box are applicable to this CONTRACT NO. STATE 023764 CITY 2591 1- X X ALT JiZ DST CO~TY ROUTE POST Mil.ES SHEET .50UAOWALL PER PLANS TOTAL PFUJECT NO 12 ORA l--+-o-----l*SCJEW4LK c,a,55\ w 5.'.~ 5HALL 8E Z¾ ~ UNt.ESS OTHERWt.5£ ► a, G'.j &-lar,v,V a-ti Pt'.41.IS ' ~ ~a_ 290% .,,:;ro z' ==="'-'=-=-=-=--=--=-="~ 0 w ¥! a: w ?ACIF/C Ca4ST HIGHV\?JY w a: " w, w z 0 Z, WI ... , frll ~ 01 "' a.: z' o, j:::: <, >-, "" 0, 0., ~' z: < :1 .... , Z' wl :,;1 .... , =• -· '.30-30 TO AG>".3:J.0-:3 ,o· I M=Z¥4,1I Q)UC".tQl..e4Tk?AI VARIES AT LEFT TURN LANES TYPE 83 CURB t CC:WT!Nt/0U5 OJ/e"lf'L.A'I' RE?'L.ACC:5 TY.PE .4/-t;:, Ct/RB I N.!'W AC Pl/MT SCCT/0~ SEE PLAN/ PROFIL.£ S,l./££T.5. SICEWALK CKV55 ..5lOPE S<-t'All'. BE Z.Y. U,VLE55 0Tl·-!Ex'W/5E S'IO.tl,V IN PLA/115 .fl/CIF/C CQ4ST HIGHWAY SDI. /0+8/.IS TD /Z-1-34.EO g g CCWST. CO,( 8' --~-:..::-..:::-.::::.J 54 RDVVA.. ~ Ej R""C PvMT. IS /i!L:OU/R.£0 Ii/I Tl'//,V AtEObU/ WIPT#.S GR€ATE,f? zo' PACIFIC COAST HIGHWAY STA. 3+44.07 TO 9+89.97 STA. IZ•.34.80 TO oirG9.31 _i...;--.....iJ- ..5ou,VDW4LL. !"'!;le fl...ANS .SOI. !lr8S./O 7V a:,+~.a:J PE PLANS STA. l/r8SJO TO ZLJ+.26 . .a:J STJ.I.Zf+58LJO 7ZJ 84ft:59.3! STA. 31¢4.07 TO Bl 72.95 E""Xr.STIM'.:i' St0£WALK CONSTRUCTION NOTES PROTECT lk PLACE. ro BE RELOCATEO Oil AOJUSTEO BY OnlERS. IIOOVE EXISTlkG AC BERN. IIOOVE EXISTIHG PCC CURB ANO GUTTER/CROSS GUTTER. IIOOVE EXISTING PCC SIOEWALK/ORIVEWAY. SAWCUT ANO ROOVE EXISTING AC PAVEMENT. ROOVE EXISTING WOOO FENCE ANO BRICK PILASTERS. REMOVE EXISTING WOOD/CHAIN LINK FENCE. IIOOVE MISCELLANEOUS POLES. ROOVE EX!STir.G NEDIAJI ISL.ANO. ROOVE BLOCK WALL ANO fOOTIHG. RELOCATE FIRE HYORANT PER CITY Of NEWPORT BEACH ST0.-500-L. RELOCATE WATER METER PER CITY Of NEWPORT BEACH STD.-502-L AHO STD.-503-L. ROOVE. RELOCATE. CONSTRUCT PCC ALLEY PAVEMENT PEIi CITY Of NEWPORT BEACH STtl.-140-l. CONSTRUCT PCC MEDIAN PAVING PER HIGHWAY PUNTIHG PLAII (4" THICK). CONSTRUCT PCC CURB TYPE BJ PER CT. sro. H8-A. CONSTRUCT PCC CURB TYPE AZ-6 PER CT. sro. NB-A. CONSTRUCT PCC CURB AND GUTTER TYPE A2-B PER CT. STtl. NS-A. CONSTRUCT PCC CURB TYPE Al-6 PER CT. STD. NB-A. CONSTRUCT PCC CURB TYPE Al-B PEIi CT. STD. NS-A. CONSTRUCT PCC SIDEWALK (T~4"). CONSTRUCT PCC ORIVEWAY APPROACH, CASE A PER CT. STO. NB·A . CONSTRUCT PCC DRIVEWAY APPROACH. CASE C PER CT. STD. N8-A. CONSTRUCT PCC DRIVEWAY APPROACH PER DETAIL 1 ON SHEET C-1. CONSTRUCT PCC WHEELCHAIR RAMP, CASE C PER CT. STD. NB·B. CONSTRUCT PCC WHEELCHAIR IIAHP. CASE B PER CT. STD. NS-B. CONSTRUCT PCC PARKING 8.1.Y PER OETAIL Z OH SHEET C-1. CONSTRUCT PCC ALLEY APPROACH PER CITY Of NEWPORT BEACH STD.-142-L ANO OHAIL ON SHEET C·Z . COMPLETE COLD PLANE PER DETAIL 3 ON SHEET C-I. {NOT USED) @ CONSTRUCT 0.55' AC/0.90' AB Cl.ASS Z/0.70' ASB CLASS 4 PAVEMENT . @ CONSTRUCT 0.67' AC/EXISTING AS PAVEMENT. VARIES Z' TO 5. 3.3' .....-:: 001 19.8/21.4 EIBTRf:o CIVIL ENGINEER _,_ PLANS APPROVAL DATE ROBERT BEIN,, WIWAM FROST l ASSOCIATES P .0.BOX 11731 14725 AL TOH PAR<.WAY IRVINE, CALIFORNIA 1271117141 472-3505 CONSTRUCT VARIABLE THICJCN(SS AC. OVERLAY (0.20' MIM). CONSTRUCT B" AC DIKE PER 0£TAIL 4 OIi SHEET C-1. COMSTIIUCT r AC DIKE PER OETAIL 4 OH SHEET c-1. CONSTRUCT AC 01/ERSIOE OAAIN PU CT. STD. 087-B. CONSTRUCT 0.35' AC/0.50' AB Cl.ASS 2 PAVEMENT. CONSTRUCT 4" THICKNESS AC TRANSITION PAVING. CONSTRUCT 4• THICKNESS AC SIDEWAU:/MEOIAN PAVING. CONSTRUCT SOUNOWALL PU SOUNOWALt PLAHS. CONSTRUCT MASONRY BLOCK RETAINING WALL PER SHEET R·I. CONSTRUCT MASONRY BLOCK SLOUGH WALL PEIi DETAIL 5 AHll B ON SHEETS C-1 AHO c-z. {NOT USED) CONSTRUCT DECORATIVE RAILING PEIi DETAIL l ON SHEET 11·2. CONSTRUCT CHAIN LINK FENCE END POST ASSEMBLY PER CT. STD. f·IO. @ CONSTRUCT PARKWAY CULVERT TYPE "C" PER CITY Of NE\ll'OIIT BEACH STD.~319·L {S=l', H=4", 9" CF). ADJUST MANHOLE TO GRAOE PER CITY OF NEWPORT BEACH STD.·111-L. AOJUST 1/ALVE COVER OR WATER HETER BOX TO GRADE PER CITY Of NE'WPOIIT BEACH ST0.-511-L. CONSTRUCT CffAIN LINK FENCE AND GATES (TYPE CL-6) PER CT. sro. F-10. CONSTRUCT PCC VALLEY GUTTER PER DETAIL ON SHEET L·B. CONSTRUCT FALSE CURB ASSOIBLY PER OETAIL 16 OH SH[(T C-3. CONSTRUCT PCC CROSS GUTTER PER CITY Of NEWPORT BEACH STD.-185-L A.II() AS MOOIFIEO PER PLAN. CONSTRUCT TVPE 7 GUARORAIL FLARE PER CT. STD. A79-A. CONSTRUCT SURVEY f'Olll!ElfT PER CITY OF NEWPORT BEACH STO.-ll6-L. RELOCATE STREET LIGHT PER CITY OF NEWPORT BEACH STD.-ZOl·L. STD.-204-l ANO STD.-205-L. 20· 20' I 3 rt + --=i * MEDIAN COVFA5lj,e4TI0A./ WIRIES AT L£FT TU~ LAN~. ScE PLAN AAIO F'la':JF/LE: S/le£75. ¼ £KIST./4'.fWtOEBU.5B4Yr'°ROMST.4 . ,-. 3//c;oJ-TO STA 33/3ot PACIFIC COAST HIGffWAY A/OTES: I. OIM6VSIOV5 OF THE 5TRl,CT?./R:,4L. .:SE""C77a1.t5 ARE SU&ECT 7?J 72X.&24tl.re5 5P£C/FIEZJ /A.I ?NE SlA-VOARO .5""'ECIACA1701./S. Z. 5CIA=RELEVATION AS SHOWN OR A5 t?IRECTCO £IV TH.E CtVGIA.IEER, FOR REDUCED PLANS STA. :bOt-00.00 7V 331-G0,00 TYPICAL CROSS SECTIONS 6 CONSTRUCT/ON NOTES NO SCALE X-/ :--•_ 0 _•_•_•_•_·_ 0 _•_·•_•_·_•_•_•_•_•_•_·_'_'_"_'_·_-_' __________________ ~-----------------·--··---·-----·-·-_____________ 0c"c'c"c'"c'c':...:'c0c'c'c'c'c'_'c"c'c"c0c"c'c'_....s===============-cu 12-209 EA 023761 -./IJ.Z:3.Z7 • R/W £% 0 >-w "' a, > 0 w w ~ ¥1 w ~ w ~ '\ V-0/TCH PER .t:i,e41~ PLAN ~ 0 w ' • ~· ~ " ~ o- ~~ ,. "' • >->-:a a, a, ~o 0 ~ w w Jz ~ a~ <.> JU, w ~ w r R/W <.>O <.> ii:" "' Ill w !:;. w z a a: d£.. z w w ..I ~ :! " :;; w 3 1'c "' ~ < " z " i'= < >-"' " 0. ~ z < "' 14 VARIES 7'1 £ CCM /0 SOUNOWALL PER Fl.AN STAc;Sh:;5.t;3flJ 70,, 71./.3 S"Q78/o.5.a:Jn:Jd?/a:?O? VAR/£5 2'T0.5.33' .. * MEDIAN CGVF..t'.7U.e4TIOA/S W4RY 4T .t.CFT TURN LANES .5cE fl.AN / PROFIL£ 54EE£rs ~/REMOVAL QC" cXIST rtr .PVMT. IS R~IRED IA/ .MCOIAN AREAS G~TcR Th'AA/ B' W/0£. EXIST. .Sl£€WALK AA/4? CV.RB / 6t/rn£R: OR NEW 5/DEWAL~ A.NO CURB I GV1TCR: fle"R IZA,</ PACIFIC COAST HIGHWAY 57?!. G<o+OO.CO TO 80+-CO.OO £ £ cov.sr #' ccM 7'fll/7 ~£!5 e:,'n,34'1 / .. 12' VA;;?/E5 45' 1V 49' 'H:-lcEOUCE ASei i?,I/CKA/e'55 ove.e ,5X'l5T1A/IS ~RtEO ?CC .,q,,Mr. AS A.P,OROPRIATE 7ZJ AVOIO ~WQL ~ EXl51?,VQ ,q_"C ?VA-fT. OE' A!5 OIRCCTcV LIV me 6VG/,VCE,-e'. VAR'!E5 8'TOIZ' I I I fF=--= ' EXIST. 5'£1::WAl.K AND CURB a/TT£/,? TO .eEMA!N REM:1W4L Or' EXIST. rte PVMT /S REQt/lR£0 /Al M=.0/AN A.et::45 6R£A Tcie THAN B' W.t'.F # FROM S1A, 5W+-50 1D 87+55 RWUCf; A-55 T,1/ICKNESS OVER &VST/111& tJURIEO ..-Z-C PVMT. AS APP,Et;l.Ai?/ATE 7lJ AV0IO REMOVAL a,=-EXIB77MS ,q'C /1/MT. PACIFIC COAST 5/?t 56-1-59.43 71:J HIGHWAY G5-I-OO.OO V-OITCH PER ORAIAIA6£ RAN £ Of< AS OIR&C.T~D BY' THE EN0IA/ECR. 11:;'i{*C/JNBT. PCC QPB 7YPE B-3 FROO gTA. 5G,+-59.4B TO STA c,z+KJ.CXJ. i K!W 3' l L!!X! SAN05 PRIV£" cavsr \f4RS /g'ro~' COi 50' -• I - 17 >- ~ " 1 o'm f--ie'.:--+------~"""'"""'~S"--4~'52-'LTO£,S9~-------t--,!c"'~-~-,~s~•-t---------+~v,~£~"~'c.,,'3z7~-~"'="'~"z' ______ T"i~AR-~-~;;-f;,~2"'7"' VARIES I.?' 77:J ZZ' 1d ;f >-z w ,. >-"' < 0. w " < z "' " ~ :::; < "' ~ " w >-< >-~ j ~ it, \ I \ \'/-01rcf.l ,q:;e 0,€4,~,q,,.i.v fOIIW OC-OE-e2-PF {IIEY. llfa) "..,., i----~----cxs: i PACIFIC COAST HIGHWAY 54-1-49.00 Sv1, 47Kl'.J.CO TV '----------------------~--------------- ¥ ,tt,:Z:>/AN QXl,..,-,t;,L41;"AT.ov.5 J,J,U?Y :3££ RMI I r'~&::.tc £,;--!t::£7'!3 r vA,.f'.tlus S:JOA/OWAL/.. PER fl.M/5 ,W. 33t8Z. t;.!!, 7Z> t14t4l4 ~VO. ¼ ~ C()Nt;;T PCC CURB 7YFE B-.3 Ff<.DM £TA 48 + GB.2.7 TO STA.·s+-1-4</.00 FOR REOUCEO PLANS ORIGINAL SCALE IS IN INCHES C::-DI.ST. V-DITCH VARIES 8/' :57' 70 ,OZ' t:X/!5T. e.P. £ CCM ALT~ DIST COLt,iTY ROUTE POST MIL£S SHEET TOTAL PROJECT NO 12 ORA 001 19.8/21.4 4 AEISTEED CIVIL ENGINEER PLANS APPROVAL DATE ROBERT BEIN, WILLIAM FROSf & ASSOCIATE P.O.BOK 197311 14725 ALTOH ,-A.PM.WA'( IRVINE, CAUFORl'CA 12711 17141 472-3505 CONSTRUCTION NOTES: 6 SAWCUT AHO REMJV( (IISTING AC PAVEMENT. CONSTRUCT PCC MEDIAN PAI/ING PER HIGHWAY Pt.ANTING PLAN (4" THICK). CONSTRUCT PCC CURI AHO GUTTER TYPE A2-8 PER CT. STD. "'8-A. CONSTRUCT PCC CUii& TYPE Al-6 PER CT. STD. NB-A. CONSTRUCT PCC SJDEWAU: (T:4"). COHPLETE COLO PLIJIE PEIi DETAIL 2 ON SHEET C-1. CONSTRUCT 0.55' AC/D.!k>' AB CLASS 2/D.7D' ASS CLASS 4 PAVEMENT. 4 CONSTRUCT 0.67' AC/EXISTING AB PAVEMENT. CONSTRUCT 1/AIIIASLE TIUCKHESS AC 01/ERLAV {0.20' MIN). 40 CONSTRUCT 4" THICKNESS AC TIIAHSITION PAl/1116. 4 COIISTRUCT 4" THICKNESS AC SIDEWALK/MEDIAN PAVING. 8 CONSTRUCT Iii" I 12" P.C.C HEADER PER SECTlllll 1-1 Ofrl SHEET HO. L-15 . 5o' ,e/W 48' IZ i --=-.::::i \tEM:lVAl. QC"" l=XIST. ffC ,PVMT. IS R£,:;JV/RcV Ml M£0t4N AR&AS ~CAlER TIIAtV g'W/{)£. PACIFIC COAST 5771, 80+00.00 TO HIGHWAY 8Z+8S.46 ,z:' .~1£51 .::"-¥!ST BIKE -:?<?AIL. ,r-.,.., ...: ......:.'.. I >!!!_ --;-F'="'cc•· ===-ii,i')i / )~)""42@' d .::rro. , 15.331 I I -'r::=-=~-""-"'~'!__ee,c,c;~=== --~ ~p~l_·r-.= :== , =~ :\ .21'.) ' zo I - .!f9o_rr0 _uL I ~ ' ~.J I , , AT WIRk'.V.5 @) ~..::'CATIQV:5 .~.e PLA/J ' ' R£MVvAL. D<"' £.X. .-=re ?VM"T \\ / 1 "' MEDIAN CD11F...Gv,e.:ar;oN VARl.e".:5 :S REQVIREO WITHIN/ AT L£~T TVRN L.ANC.5. MCWA,V K//OT,'15 GREATER SEE nAN ,4,t,V ,0:?o,C/L£ ~£..,..:,~ Th'A,V 8' PACIFIC C04ST HIGHWAY STA.33-1-60,00 TO 47NX).CXJ TYPICAL CROSS SECTIONS X-2 cu 12-209 EA 023761 ✓Al z. ' 0 ► w "' m > 0 w w a: ~ w >-w ~ a: 0 w. • ,.._ ~ ~-o-• • ~-" ' ► o ► wm m >-0 0 ~w w Jz ~ a~ (.) JV, w ~w X (.)O (.) "' u:-w a, w !:. z " a: z w w ..J >-:l u :IE w ~ 0 > "' a: ~ <( Cl z 0 ;:: < I-"' 0 ' .. "' z < "' I- "-0 I-z w ::E I-"' < .. w 0 < z "' 0 "-j ::; < '-' "-0 w I-< I-"' t VA.RIE:!i ,Xw .3" a' GRADIA6 • CONST 1?4,€'.ES 13'rozs· V_,R/£5-;Jr~ ' , I P.C.H. ON-RAMP .51A.IO+S8.25 7cJ Bt-82.25 VARl€S a3' 7l) <E/' PACIFIC COAST HIGHWAY Sul. 84+.31.40 TV BG+-75.00 70' COAST HIGHWAY 8/+50.00 zo' P.C.H ON-RAMP STA. /3+82.25 W /.5+0QCX) so' r,;q_ ;;zJ-/-05.co TO 8/1-.54.97 8' FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES PC.H ON-RAMP STA. 15+00.CX) TO l8+8Z.8Z VAR/£5 -..3.3'MAX I ~-'L'L/4<~_-a---- P.C.H OFF-RAMP DIST COUNTY ROUTE 12 ORA 001 ISTEo c1v1L ENGINEER PLANS APPROVAL DATE ALT l(:Z POST MILES TOTAL PAOJECT 19.8/21.4 BERT BEIN, WILLIAM FROST &. ASSOCIATE P.O.BOX 11739 14125 ALTOH PARKWAY IRVINE, CALIFORNA 92711 IHll 4U-3$05 CONSTRUCTION NOTES: REMOVE EXISTING PCC CURB ANO GUTTER/CROSS GUTTER. SAWCUT AHO REMOWE HISTING AC PAVD!ENT. TOTAL SHEETS 157 7 CONSTRUCT PCC MEDIAN PAVING PEil HIGHWAY PLANTING PLAN {4" THICK). CONSTRUCT PCC CURS ANO GUTTER TYPE AZ-8 PEA CT. STD. "8·A. CONSTRUCT PCC CURii TYPE Al-6 PER CT. STD. NS-A. CONSTRUCT PCC CURB TYPE Al-S PER CT. STD. NS-A. CONSTRUCT PCC SIDEIIAU (T:4•). COMPLETE COLD Pl.AH£ PER DETAIL 3 OH SHEET C-1. CONSTRUCT 0.55' AC/0.90' AB CLASS 2/0.70' ASB CLASS 4 PAIIEMEKT. 4 CONSTRUCT 0.67' AC/EUSTlltG AB PAI/EMEHT. CONSTRUCT I/ARIA.Ill[ THICKHESS AC OVERLAY (0.20' MIN). CONSTRUCT e· AC DIKE PER DETAIL 4 OH SHEET c-1. CONSTRUCT S-AC DIKE PER DETAIL 4 ON SHEET C-1. CONSTRUCT ,t• TIUCKHESS AC SIDEVALK/HEDIAN PAVING. CONSTRUCT SOIJHOIIALL PER SOUNDWALL PLAHS . TYPICAL CROSS SECTIONS NO SCALE X-3 cu 12-209 EA 023761 JA/.1!¼Z7 X 0 > w en ~ 0 w w ac "' w > r w ~ ac 0 Wm ~ ~e ~ o- ~ ~ m~ 0 ,,; '> > al en en ro 0 ~w w Jz "' a~ 0 J,n w ~w ,: 00 0 1L ac Ill w !5. w .; a: " z w w _, za:l 6.CO' r =' 0 :::i; w 0 ~ ac <( .. (.'I ~0/UI DC·OE·•Z-l'F (REY. 11,f) •_, no' SECTION A-A (,V. T.5) SEE 5HEET AA:). L-8 /9 i?I Z.C\?Y. SECTION C-C {,V. T.5.) 114R/£S 21 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 21 /7.a::J' I ScCTION 13-B c0rs; zz.ro' Z:I MAX. SLOPE SECTION D-D (N'.T.S.) ;z.oo' Z.007. ALT DIST COWTY POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 12 ORA 001 19.8/21.4 REJSTEEO CIVIL ENGINEER PLANS APPROVAL DATE ROBERT BEIN, WILLIAM FROST & ASSOCIATE P.0.BOX 19739 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92718 17141 472-3505 CONSTRUCTION NOTES: CONSTRUCT PCC CURB TYPE AZ-6 PER CT. ST1l.H8·A. 6 157 CONSTRUCT PCC CURB ANO GUTTER TYPE AZ-B PER CT. Sltl. NS-A. CONSTRUCT PCC CURB TYPE ,"1-6 PER CT. STD. 1118-A. COHSHlUCT PCC SIDEWALK (TLt•). CONSTRUCT 0.35' AC/0.50' AB CLASS 2 PAVEMENT. CONSTRUCT MASOflllY BLOCI: RETAINING WALL PER SHEET R·l. CONSTRUCT DECOllATIVE RAIUN6 PER DETAIL l ON SHE£T R-2. COHSTRIJCT PCC VALLEY 611TT£R PER DETAIL OH SHEU l-8. TYPICAL CROSS SECTIONS X-4 cu 12-209 EA 023761 .24Z 7 0 w > "' m > 0 w w a: ~ w ~ w < a: 0 ~g • <-~ o- ~ : ~C"J ' o> > wm m ~o 0 <w w Jz >'. :, " L) ~iii w <w I LJO L) a: u:-w ., w !=. z a a: z UJ w ..J ~ :I L) :::E !!I 0 ii: a: ~ < (!J z 0 ;:: < ,_ "' 0 "-"' z < "' ,_ ~ 0 ,_ z w ,. ,_ "' < "-w 0 < z "' 0 ~ j ::; < <.> ~ 0 w ,_ < ,_ "' it, \ \ IJS3"/0'S3~ W /37.93 'f a:wsr Pell. ------------- - C.Ui=a:13 l G.Lll"TeR 12.Y.\$1". R/W I 1 --------------------- I / I FORM OC-0£-112-PF (REV. 1/99) •-., N •ae.•o "W AIS3°/0'5 W 1.37.93" AJ53•,o' ~.3•w '42.87 &KIST, C.V,€'8 / 6VTT£R cXIST. ,o/W L .. '?>\0.11' "T-1~.7.e,' .. ~o ------------ t...~'2/;!7.ZO BENCH MARK 2.35 MILES NORTHWEST ALONG THE PACIFIC (:Q.'~T l'i!;f!WAY (U.S. 101 ~!Tl FROM THE NEWPORT AVENUE Cot/CRETE BRIDGE c:•ERCRO'~-"!. QF THE HIGHWAY TO ITS INTERSECTION WITH SROOKHURST STREET; 1'.~Uilf 0.10 OF A MILE NORTHWEST ALONG THE STREET TO A cm/CRETE BRIDGE O\"ERCROSSING OF A FLOOO CONTROL CHANNEL, 26.5 FEET NORTHWEST OF THE CENTER LINE OF THE STREET, AT THE SOUTHWEST CORIIER OF THE BRIDGE, 0.6 FOOT NORTH OF A 5 FOOT HIGH CHAIN LINK FENCE, SET Iii THE TOJ> OF ANO l FOOT NORTHWEST OF THE SOUTHEAST END OF A CONCRETE WINGWALL Of THE BRIOGE, ABOUT LEVEL WITH THE STREET. (1985 MSL ELEVATION B.401) FOR REDUCED PLANS G. l(O •= '""' I, ,o. ,07 ill U) c "' b-z .... ~· ,4 ~r a: 0 ,o. (9 Rl •3 04' ~ • EXIST/NG 5Ui<VEY Mo>JUMENTS ""' !'!."'f"ll,JG, C.C.M. 5rAT'/o,,J ";,~ZG,i5.l";l'Z.<J ";,~¾~.1q,;,~ ?~-z..ocA:,, ,,;,.~~i.,q.~ ?"!>~(.,"IS.~'4,(,, 4-B-1100,<;:,~ 4<t.~74-.11-".:>G, <l-'B,~"!>'12.n:OO 4-1'>~<1-7~. :z.~~ 4S4SO"!>,,Z~ Ns2•4 ':!11" r,,o.o tJ,5tirl·95-Z7 (,;,(,;,7+7s.<,,/ fQ/1+19.21 483+-02,17 (.P9Zl-:;,0.2!5 P!'tOPO')E,0 M .. i;>l,&N t;;Ufll.f!, 'e-W»9'f. P:C..1-1. 't;. C...C..M. • DFFG£:r1tJ(l:CC.M 0.00' (o.(r,7 NO~TH .. 85~H 0.05' SoUTn 0.0/ N "w ,, G) § '5Go4.\0' ~ , I DIST COUNTY ROUTE 12 ORA 001 RE ~ED CJVLL ENGINEER PLANS APPROVAL DATE POST MILES TOT AL PftOJECT 19.8/21.4 OBERT BEIN, WILLIAM FROST &. ASSOCIATE P.O.BOX 19739 14725 ALTON PAPIKWAY IRVlNE. CALIFORNIA !1271117141472-3505 " N t,'04"W t,J7-l-"'c!o6'04"W 1~1-6'.?1 a ~ ' • N'.?4" 'o+"W N5"4".$4~W \!#?t.o.G,11 ,,, - " ~ " ~ • ~ • GOAST IIIGIIWA'( l"FWP0':>1':-0 Mli<,t?l,11..N C.URe, ~I ~ " \ ~---------------------------------~-.c+--------~~---------------- C-URVE- ' t,. R L-T ")O"?,e, S-0" ·vs.oo• ~"l.<,,,<:J -Z.S.2& ' '"'°"+i!> 21 'Z.S.00' 'Y'\.l,,"'L' -i.s.~,;.• 0 0"01'~ 'Z.S.00' • ., 'Z.~.01' .. 9¥<:,e21 'Z.'S.00 "!>"l."l.t.o' 'Z.4.°'l"I ~ M"se'1..1 ,c:;..oo• ?.'!i.<;.G 14."l"I' • \edOdoo" '·°"' <,.-z.e,• i)Ol""Z.1'',-4,.~ lt,\.00 20),£, ' eb"¥1'~ -z.;.,oo· ~e,_,tg• 24A'\ ' oi:ti•-z.., +1. 1ec;..oo• 3o_,;.o;: 1,;..~1 ,o O"l" 'Z.1'4'L 171.00' -z.q.t.'!, \4.t."-' " 0"1"21'4'L ,en.oo' 'Z,"l.ff'I \~."le' '" 1e,1"c:e:Ac;: 1.00 21...1'!. 0 50 100 ISO !---c-! I I SCALE IN FEET 0 2..00· l"l"Ot'4,-"!-'' \e,c:;..oo• Ov"44'1."I" :000.00' ,, ,.,. ·oo• 26.CV' ,. 1r48·or 120000· M /l!J"JJr!I'-" 700.00· ze 1c;o•~•17• 207 734.G!' l- %.t."I' ~ .1.!r' 4"\.lS .... , 4"1. 7.'?. ""· 0 .... <,1.. (,,1.4,4-' ?><c,:'!.O' :3!!>27' ,M'l/6' ,U'1>.5!> c;.t;Z' -r "l.~l,o<, 'L4.e,e,• -z.+.e,e,.• 't+.se> 2+. Sl ' .• ,, 11."I~ 31.01 n.r..,· 25.00' 124.01'' //427' //. £),3' R,1v - E,;)(l'S>T. cu~e, 4 -ITTTE:-P. e.iu':!>'T. ~/W 6.•//~:::::,r R•~, L a1cJ5 ~• Ta e.3.oz• --- BASIS OF BEARING THE BEARINGS SHOWN HEREON ARE BASED 0/i THE CALIFORNIA STATE COORDINATE SYSTEM -ZONt: VI, 1975 DATUM PlJBLISHEO BY THE ORANGE COlJNTY SURVEYOR. HORIZONTAL CONTROL A._AN HC-1 _ _L _ _:o:':'G:':":':':':c:':':':..::":..:'":..:'":c:":':':__-'=='=='=========='--_l ___ . __ ~--cu 12-209 EA 023761 -y~_,,,.,_=:?42'57 ' --------------------------------------------------------------~-------------------------·-··--------·--------------------------------,-------------------------- II) It-~ 1 ~ X ~ ~ "C ~ ~I ;:r; S:i ~ N ~ l---j -.ft k q] \_~-"" ~ ,- 0 w >--Cl) m > 0 w w 0:: Cl) w > I-w <l'. 0:: 0 X w cr, cr, I-co co <l'. --o~ ~- :a :a ai -; cj (J) " >-->--@m m I-0 0 <l'. w w _Jz ~ :::J CJ () ()_ _J (/) w <l'. w I ()0 () CUKVl= .OATA TAE3L£;" ® L1 R. L T (f!!; ..6. R I /8°32'3&" 70000' 22&>_%' //4,27' 14 /BDW✓oo/1" 5.00' z 05°48'!5" /99G.OO' ZOZ.20' /0/./.9' 15 Q'.)~341" 985.00' 3 I /9° 18 'O 7" 35.0?' 7Z.88' ,55). 78' 16 08°0$'0I" 215.00' -a: LL w m x----w cc z -4 f,fj0 5Y'34" /l}00.00' ,27,g,74' /40.18' 17 06°0/'33" 20&>:3.00' 6 04".58'.381' Z600.0O' 217./7' /08.65"' 18 89°5/120// ss.oo' -uo~,,..,, ,, -·-__ .,..,, , ......... --1 /9 ;;uz5'31" zss.oo' --, -.,, ·---·--. 7 OC-05.?'M" 1000.00' 114..?9' 77.21' zo 18/002'55'' 5.CO' C, cc z LU w ...J I-...J -() :!!: w .... > 0 a: cc 6 0'7'?4'40 // 100000· IG4.ZC/ 82.3/' ZI /0°3229" 264.50' 9 03':!?4'54" 2,,:,2.00' /6.02' 7.8!' 22. 09':43'.52" L29.5.5<J /0 79°1-9'23" 50.00' G'3.2Z' 41.45' 28 /&)'!JO 'a?-,,-2.0u' I/ ll"48'o7" 900.00' /85.58' 9:3.0Z' 24 9:'JWW// 55LO' ---·-.,._,, D _,, ,,,, ,, -, , _, -_ , 2S 90VOCJO" 25.00' ·~ ~~ ·-, ·-, 13 01°//'/S"' 99/.00' 20-54' /0,.27' Z<o 08°22'25" ZIS,00' 0. <( (!) t :\I Qi ~ z ~ ~ 0 -' I-< ~ I-cc: "i 0 X Q.. c,:, z < cc: I- LL 0 I-z L.LI :!: I-cc < Q.. 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ACOESGP-.OAD EXISTING SURVEY MONUMENTS OfF->~T Tb <r CCM N88°.5G'/-':::: 49.97' @ PROPOSS-0 CVR,5 f GUTTER-_, N I0°2!45'1E 28.oo' ' 8 N I$ ' ~ '5 I I I 2.' z w ,\\J "' ~ ' ~ ~ 14 < N 79° .38' I"'?'_' W /b#.Z<;' II. 52' 0 50 100 150 ~ -c· :---, SCALE IN FEET .!lJ l!) ' ~ :I' -"J -..; • ~ Q <'. 2' I ' &, ~~ \OCJ I 10 I I I A/10°2/4-S"E f--+--'--Y_~z 8. oo ~ N7.9"38'!.5"W 122.10' ' B ~ r--. & \<:i ,V 79° 3.8 I 5 H w ' <::i ~ I'-- ~\WG '7":>t\-'ZA :::,_ 01-03 ic,~"Y3t1..4'b4b 033':>'b 7. 7"lh-Z PROPQ~_o CU,E'B I GUTTER- Bi'--'°5\1 UG.. £-CCM 6TA1/0N 6 i,:;,G£,0 -c;,'l, OZ-702-1-48.11 A-'1,0,<\'1,'1,. (,,7 9 (p 1lltl"'1-.:38 A'b71-71-. "'> I qq 719+-e,z_ ,21 N 78°M'YO"W 55492' N 78'2_9·_so"w , 385.68' e N lf) I 744,O!' 8.49' t·JOR1H 0.07' SOuTI-/ o.04' GOUTH --/""--...~·------· -· "-.,-· • ,---..., ' £(7!_£c~~~ oRANIA/fiS~✓-i ....___,,.,,,,--,.._._ .. _..., ,, ... __ HORIZONTAL CONTROL PLAN HC-2 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES ---------~-.-=..:..:=.:..:..:..:.:::_:.:..:..:..:.:=.:..:..:..::....:..:.:....:..:.:.::..:.=--''--'===::'.:==========::::::==--cu 12-209 EA 023761 J.AJ242S7 X " > w "' "' > " w w a: \\l w >-w < a: " X l='~ ~ <-3. c,- ~ ~ ' "> > w"' "' >-" " '.'jw w :,Z "' o\2 0 i JOO w <w z 0" 0 "' ii:' w a, x----w e. ;!; " a: z w w ..J >-"' 0 :E w 6 > "' a: ~ < Cl z 0 ;::: < ... "' 0 X "-"' z < "' ... "-0 ... z w ,. ... "' < "-w 0 < z "' 0 "- j ::; < '-' "- X 0 w ... < ... 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W A/69" m'At" W ,-® IGB.18' \ G44.4,? --"_,__.. - @- ~ I .dLT~ DIST I COUNTY I ROUTE 121 ORA I 001 I 19.8/21.4 I a 1i;1 REG ~D CIVIL ENGINEER ~~9.{)fESSIO,t.({ 0,,~A~N~S-A~P~P"R;~v~-A'!;L~\f:,,------11~~ ~ ) hp. 3/31/91 * -ROBERT BEIN, WIWAJ,1 FROST l ASSOCIATES .J). CML '° P.O BOX 1I7:H 14725 ALTON PA.PM.WAY 'IJ',r l~~'- IRVINE, CAUFORMA UHi 17141 472-3505 Of U,\.I NlilJ'l0'4/'W 4f6Z7 HIGHWAV Af/..9"104J'1i.v \ \I ~@\J IZ5.a:J - EXIST/NtS SURVEY MONUMcNTS 0. \.J.G. I ~\\,JG, e>ff('Ll-.lG. lt"IVI STATION \OCJ 1";>!>4ZA"=-.O'Zl3/.31 ~'D?G>l!h, !>'i>0'l.. 70l-r4?,1"1 l \ 0 I ":l!>~l'2..4'b4b ~~~-{,,./<iv 7!1-tVJ'I", ! \ I I ?:!>?>?~""I "7-th'ZI /J,9.,7-Z.71... ~ I q,q 1f9+-0Z. ,.?I Tb£ CCM 5.4-9' NORTH 0,07' trr'-' o.04-' GOVTH -~ ' ll " I N . ---L W Zli:.Z/3 i 1· ~ "" < ~, N89°Zt!9-5• W .!50.73' zrooo' f @ N 79•~r&w ,~.f¼,•- ;(J79•3'3/5"W ll.5Z \ - 0 50 ~----100 I 150 I SCALE IN FEET 1 ,t17.9• 'tS""W' 744.0I' ,V 79"'.:M'IS"' W td2,4-49' I HORIZONTAL CONTROL PLAN HC-2 I I FOR REDUCED PLANS O 1 2 I I ,---'-'-""_,_,_-,_,_._,_,-_._,_,_,_"_·_"_'_"_•_-_________________ ~----------------··--··---·---------------~· --'="='"='="='='~•~c~•='='~'='~'""-"'"~c="='='~-=•==='====='===~'• _ __1_ _____________________________ --'_c_u __ 1_2_-_2_0_9 ______ __cE:__Ac....0~2=-=3~7_6~1'--~=,,=~-' J.AI Z4,:;,=:,,- - >-aJ 0 LJJ Cl) > LJJ a: LJJ 0, f--CXl <I'. -o~ ::;! c:i --; <Ji '-->-fil aJ f--0 <I'. LJJ ...J z ::J (!J (.)_ ...J Cl) <I'. LJJ (.) 0 cc LU LU z CJ z LU I- (.) LU -, 0 cc a. z Q j:: c:c I-= ~ Cl) z c:c = I- LL Q 1-z w :E I-= cc CL. w Cl cc -z a: 0 LJJ Cl) > LJJ a: LJJ f--<I'. 0 0, CXl -~ ~ c:i >-aJ 0 LJJ y: (.) LJJ I (.) -LL m cc -cc w ...J ...J -:i ~ <( C, Cl LL !J s~ en dP FORM OC-OE-92-PF (REV. 1186) 8639443 \ }~ ~ ';1 ✓ ) ,, ·-" /8/./4 • • £Xl5TING SURVEY MOt-JUME;f,.JTS I&, N2 NORrHING eASTtNG {I,-CCM 6T,4.T/O/II OFrGET 77.J !. CCM 114 533398.5238 488299.4-18/ 7Eo-1-z0. 0011, cc~ f,47' GOUTH ® l -z. 3 4- - C, I e, "l \0 I\ 12 ·~ . , 15 CUR\16-DA"TA. A. \1.,1° \lP' le," 1e,· -z.s' 3e," Ofc:.0 t:;:,t;:! v~,'1 o,;,• 1,1 'o-z." - -' " -\ • J .., ..,. "\ 'Z. '2. 'l. •i;<;;' -" '--- 0Z0 ?,<::). '.bf!>" \41°01''::A'' l1° c:;;, o' 00111 '2.0°~<>'3,;;;' 178°8/'!5' • . ., ..... ,, LJ ./ L-J ~--__,,,, -~· I -.-.11 -~ --82°z2'57" 0 0 R \.... '?.00' \<\-.07 ' l~-O0' 4-\.2,l' ,30.00' 1:;,A-3' '10€, .00' 4-0. oo' • . -·-. ,;;.oo' e,.OI.P' ' , .......... .,_ '• I I \ c.,c,; G-. 00' (pl. Co4' 'o.001 l -z..'2>4' (J)0.00' t €,."1~' (oo.oo' -Z.\.S3' 7.00' 21.85' ~ ' ., ' --· ------/ ' ~ _... I &5.cX>' 60.32. T 30. 3-Z.' -Z. I .O"I ' lP-1'2..' Z.0.0'2.' _... ... - <;,.-z.. l' • ~-6'2.' $,>. °l '=-' ") .44' to.e,e,' 700-07' -~ ' I -• '--' -,_ ·-- 30.G:8' •.\ I " ;C·, ,.J ' ~, \ /~ $ . J N 79° 3c! '1:5" W /044.24' \ ' I hW?<?.5EO /lft="P#l,,V al,f"6 I t t, Jr . ) . . ' ,.-Z:. N 78'c9'3d'W 38S . .-,;;e' @ COIV,5T /\I 79°38'1.5" W /5 .S'Z ~ A/79°.38 '/..5 "VV 744.0!' £-CCM ' 0 ,, 'v. ' J oi✓/ n.n.cr \ s ,i~- {' n{ I~ v) -"\ g,.--~1/. '01/;_ SJ) \1., 11)~ ~c~v \\P 'Jq ~ ~ I J 01),, ~ 1)1 \\~;, '." ,, \ 0\ t\t; 1..;_, I ' " (¥ " -<! ' ~ 0 ~' ® ""'-.... ,--------~8 '"--7b S-;> 0 ( /.J 1400' N 1~• ~€>' ts' W ~?-,.I, 4,-I + I \ ,e,//.P EP \ \ I I \ N 7q•3t3'/5" W G64. 4q' PROP. CV,&,( GVTTC:R- EY/ST. ~W \ 1\ ' \j\ \ \ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ~ 0 50 100 150 w ..i I I -, ___ __,_ SCALE IN. FEET 1 2 3 7'o o )-0 -------- • + cl\ r-J ~ -0 0 0 0 - 42' -- • • DIST. COUNTY ROUTE 12 -ORA 001 RE CIVIL ENGINEER -PLANS APPROVAL DATE ALTZ POST MILES SHEET TOT AL TOTAL PROJECT NO SHEETS 19.8/21.4 9 157 . MCDONAL . 29464 ROBERT BEIN, WILLIAM FROST & ASSOCIATES P.O.BOX 19739 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92718 1714) 472-3505 p. 3/31/91 £ "!feC0l'rO ORAWIN<:,5'/ f ... ~ . .,,,/-· HORIZONTAL CONTROL PLAN HC--3 cu 12-209 EA 023761 J.,U. 24Z57 i I ' l I ' i ' 0 > w "' "' > 0 w w a: \'! w >-w <C a: 0 ~~ • <C -~ o- ~ ~ ~, d 0 ~ > o> w"' "' >-0 0 <Cw w Jz "' =>"' () gu5 w <Cw I () 0 () ~ a: Ill w !5. w ;; cc " z ~ w >-:! <J :Ii w > , 0 cc a: <( ~ C, FORM oc-01-12-,n (~EV. 11111 • - + €X15T//.J6 SURV€Y MO/.JUM€NTS NORTH/t-JS £EA NG ,,. 53339 .SZ 4-lJBZ99.4!BI CllR\/'E. O/:•.:TA '"~ I:,. I< I.. I \t,t" lV'' 1e," "='OO' \4.cn' 2 lf,"1:':,0'"!,e," \W.00' 4-\.~I' • o&•-s,r;.,1'!>" 130.00' \~.~~· 4 o,;.""!>1'0'1° ..,oe..oo' 40,00' - u "\1,"'Z.'Z.'....,; s.oo' e,.ov• • orz.,;:~-,11,,.;.i;;..oo· (s>l.(,14' ' \41°01''=>',0 &.00' \7.,S4-' \0 l1"'<>"!:>' OIi',~ u,0.00· 1e,."'1?' II <.o"o~·a,;; c..o.oo' z.1.c;;.3' ,2 rl8"!51'1s• 7.00' Zl.85' ,,, 8c2Z~T' "5."1 =·"" \ \ ill. 't N79•.!M'l.!!i~W 15 ,9. PROP. CVKB {' Gvrrc:,e C,Y/ST. ,f'W STATIO. OFF5Er T1J cn1 730.J.Zh. /, 7 SOtfTH T ,0.'!-2' 7..1.ooi' {1.12' Z.0.0-Z.' ~:z.,•· ~.e:2.' \t.,."I-=,' 'L4 .... ' 10.e,B' J!Xl.07' 30.G.3' E CCM I • $ • ' nz © N1"1•~·1<;;'',II ·z.:;,.74• - ,cp_' t• , I e_:,..-=~c__,' ' ,.J ~,,,. ;'4-.f' ==-""'"'e--~N~61'fLtf.OI' R· 600.£_)0 L-•='JJ}@ZJ.fi}~- f<~l~.CO' 1.-~ • -------- 0 00 I"'---- -- 100 I SCALE JN FEET I 150 I FOR REDUCED PLANS e -~ ,f. N a):! ~~ C _I'., C J -tic~ , ·~ij % ~" . " ~?_' ~ CXST. COUIITY ROUTE 12 ORA 001 AEGIS ~IVIL ENGINEER _ PLANS APPROVAL DATE POST MILES TOTAL PROJECT 19.8/21.4 ROBERT IIEIH, WILUAM FROST I ASSOCIATE P.o.eox 111:s• 14725 ALTON PARl(WAY IRVINE, C>.L.lfOANIA 12718 17141 "72-H0S 9 157 HORIZONTAL CONTROL PLAN HC-3 _____________ __t _ _::.c~•~•o~••~•~':...:'~c~•~":...:":...:'":...:'"~c~•~""----'=='=='=='========'----L----------------------------....l~c~u..___1_2_-2_0_9 ______ i_:E~A:_0:_2_3_7_6_1_-sc-~==__J J.,</. .WZ~7 /./• LI R L I Af!2 .L1 le A /0 4L!I:!> .347.CO' 10.X' S./6' S .54"~:«,· 40,o::,' • /2..fdZ0/0" z.oo' 424' 3-~• ll7,.M'5r '°'·a::;>' ¾"ZliS/'," !CO.CO' C,3.47' 52. 85' Z"•IC,'Zf" 310.W' ,;,-11-17• Zc:t:i'o:J' zr.w· 10.s,· J:JO'j/._ :.r z.co· BZ"l4'i!4" JC).(XJ' 14.35' 8.73' ,1.,r1z·1,~ .:,.:,.a,• X f-C?Zo/17" Z/6.a:,J' 1_g4' .9Z' 1:30:/4+5" z.a::r G 119"10'4/" Z.a:::J' 416' 3.4/' 4"zq Z9" Z..90.a:J' IZO"a:?' Z.a?' 4./9' .:5.4~ IZ/½'37" Z.CO 75"2G 2.a.?' 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X 0 w ... < ,_ ., di' FOAM OC-OE-12-l'F {ll(Y. 1/10 ·- 1:5.a?' 4¾' Z.5.46' 4.s~· ZZ.7.!1' 4,Z4' 7.40' 7'1.71' '2-151' 14 ZO, 2' 9q_50• 15.50' 50./ IO-Z3' T ZO.&,I' 9-81' /Z.75' 7.¾' ,av~· 75.91' 8.5z_' '27.43' 5,1-Z.' ~ I I I \ \ I I 0: I o· z \ -'i!:>. \ ·....:::i~. SEE SHEET HC-2 FOR P.CH, HORIZOA/lAL CONTROL --FOR REOUCEO PLANS ORIGINAL SCALE IS JN INCHES SCALE IN ,1s,!d"i7'4r f{. l9G.CXJ' l' 13/.00' r, &B.05' i FEET ' 60 I L.·I I. /Z NW9'l04J"W t..~ IZ t::. ""40-oi:;,•1,1.• R • !~4.00' L ,. 9~./XJ' t::. =4d06J't,r ~-----j R •ISO.DO' L ... ,os.a:::i' R. •/tl,<;,.00' L 2/IG.20' CQt..t,jTY ROUTE 12 ORA 0.01 RE ISTEEo c1v1L ENGINEER PLANS APPROVAL DATE POST MIL.ES TOT Al PROJECT 19.8/ 21.4 ROBERT BEIN, WJLLJAM FROST & ASSOCIATES P,O,BOX 111739 1•'725 ALTON PARKWAY IRVINE, CALIFOAMA 92718 1714) 472-3505 t::."' 78'11.'41• R = st.oo; L ,. 70.,8 t::. "16°11.:si• R =< 36,!iO L ,,_ 52.~ T,. 31.w' cu HORIZONTAL CONTROL 12-209 EA 023761 10 157 PLAN HC-4 J.AJ.Z4Z57 CURVE: t::¥1-'z;.::I 7Ai3Le:' Nf2 LI R L r Nr2 LI e A /0 4Z;5" _347ct7' I0.3Z' 5./fb' s 54°30,{6" 40.(X)' 8 121°201/0" 200' 424' 3.56' T 117°0437" &CO' C 3G 0 2/'56" !CO.CV' C,3.47' 32. 85' u z•4,:;,'2/" 3/0,00' D <o 0 I 1'17" Z00.00' Z /. GO' 10-S !' V /30°42:57" Z.o::J' E s2°/4'24" 10.CO' 14.35' 8.73' 44-0/Z.'11'' 33.o:J' X 0°29/17" Z/6.C:O' I 84' ,92' I 50 '44+::/' Z.C:U' //9° /0/4/1'' ZW' 416' s.4/' 4•29•z,r 2. 90 m ' f20°CVW' 2.Cl:?' 4. •o" I , 34&" IZ/035 57' z.cv' 75°zc:;,:;0 ZCO' Z.C,5' /.55' 4-z·zs '29" 10.oa' 3°3!'4ZN 253CV' (5.58' 7 79' 12 2 cJ5 '22" 36.00' I IG 004'5:J" 2.co' 4.05' 3.21' 39W'z.4" 3G.W' 144 °II ',pj" 2.QJ' 5.03' C:,,/9' !4"58'%" 5600' 5cr45'o5' 2.0:Y 2.0&' /./5' sq 0co'24" 50.CV' 1 ir:;,•so'-55" Z(X)' -s.c;A-' !Z.Z:9' I Z.Z'o5 'Z.Z." 4-Z..m, 0 s2•1q•z.s" 2 C;t. -':xJ , 42.59' 25.79' 5q O I I' I I" /5.00' p l/7'CC,23" 2'. Cl'7' 4.09' 3.27' 57•z_q'5o" -so.co' Q /0 43'08" 3/0.0::J' q30' 4.65' II 2 °30 '57" 2'.33.Q?' R /30°07'45" z.co' 4.54' 4.30' 0 w >-Cf) Cll > 0 w w er: (/) w > I-w <( er: 0 X \Ji w "' "' ' I-a:, a:, <( --o~ ~ ~ ~ ~ [ / . --; /// CD 0 c.ri C'_\ '-, >-0, ,/ >-~ @ C(J C(J ' / ~o 0 ~ /" _Jw w / =,Z :.:: I::('. / 0 ('.; 0 _J (/) w ~ / <(W I 00 0 / ~ ~ -a: LL • III w a: w x----z -c., a: z w w ..J I-..J -{.) :!!: w -. > 0 a: a: ll. <( (!) --1";,,-<1,0 C--,s,, <~ ~ <S<:,; ~ z 0 -I-<C I-cc 0 X ll.. Cf.) z er: cc I- LL 0 I-:z w :ii!: I-cc er: ll.. w C er: -z .CC 0 LL -....I er: c:.., LL X 0 w I-er: I-Cl) FORM OC-OE-92-PF (REV. 1/86) e-6J9443 L-T 3Bc:i:c: !Z Z0' 9-81' IS. O'.?' 750' 45G' z:546' 4. 5<J>' ZZ.73' I/. 57' 4 24' 5.58' 7.4o' 3.88' ---------·- 7G.7!' 245!' 14.&4' 7. 3G' 20.<fZ' /C},G,3' 895.:J' /5 -SO' B.sz· 50./8 27.43' /0.25' S./2' Ll= /7°/0'23'1 P= c¾7.oo' l = 110.00' i----~ T= 55.421 D MG9'!0' !''W ,26' SEE SH£ET HC-2 FOR P.CH. HORIZCJIJT4L CONTROL--==::=----- 0 20 -------SCALE FOR REDUCED PLANS 0 1 ORIGINAL SCALE IS IN INCHES LJ =38' 17'4/" f<, /9<o.00' l' !3100' T· &8.05' 40 I IN FEET 2 60 I 3 TT\ N69°/04/"W L = 141. IZ (lf ---- DIST. COUNTY ROUTE 12 ORA 0.01 !STEED CIVIL ENGINEER POST MILES TOTAL PROJECT 19.8/21.4 I ALTZ SHEET TOTAL NO. SHEETS 10 157 ffjj~'l,.OfESS/0 //] J. MCDONALD ~ ,._, en 2-1-BC, I°" 29464 "' PLANS APPROVAL DATE \-1, No. 1--------------""'\ e, . 3/31/91 )!· ----------------------------------- ROBERT BEIN, WILLIAM FROST & ASSOCIATES l'-"~ p CIVIL ~ /, P.O.BOX 19739 14725 ALTON PARKWAY '·J!t -<:Jlc..,__,_1/,/ IRVINE, CALIFORNIA 92718 (714l 472-3505 ···,.?!~~\_~/:/4 ' I ~I I ------- t:, = 40°00' 14" R ""!34.001 L = C/3.t:o' l::. = 40" OG' /4" R ~ ;50,00' L -,..;o:5.00' t::. "'40"oc/14" r-= \\. ~\ 0 t'>-,, ,S,l:S> Q _: -~ I'll \ \ R =!GG.00 L = //0. 20' , t:,. = 78' 1'2.' 41" J<. "" !5'l.OO' L "" 70,-,8 , l::. "" 7B '/'l 1 53" /< :=. 3b,50' L "' 52.SC: _, T = 31.W ''ffECO/f ~ ~~~N~~,,:,-) cu HORIZONTAL CONTROL PLAf\J HC-4 12-209 EA 023761 JAl.24267 X " ► w a, \'.! " w w ac "' w > >-w -< X ac " ~~ • -< -~ □- ~ ~ ~-~ '► ► al a, a, >-" " Sw w => z " 0£1 0 JO) w -<w :c 00 0 "' U::-w ID w ~ z a a: z w w ::l >-(J :! w ~ " ► "' a: ~ < Cl z 0 ;::: < ... "' 0 .. "' z < "' ... u. 0 ... z w :a ... "' < .. w C < z "' 0 u. j ::; < "' X u. 0 w ... < ... "' t CONSTRUCTION NOTES iiu:;R~go~~~E~L~:y A~~~:~~~T si,fm~-OF NEWPORT BEACH STO. •140-L · CONSTRUCT PCC M£0!AII PAVING PER HIGHWAY PLANTING PLAN (4" THICK), CONSTRUCT PCC CURB TYPE 83 PER CT. STD. N8-A. CONSTRUCT PCC CURB TYPE A2·6 PER CT. STD. NS·A. CONSTRUCT PCC CURB ANO GUTTER TYPE A2-8 PER CL STD. NB-A. CONSTRUCT PCC CURB TYPE Al-6 PER CT. STD. NS-A. ~g~t~:~g ~~~ ~~~!~~i~ 1i;:~i(11, CASE C PfR CT. STD. NB-A. CONSTRUCT PCC DRIVEWAY APPROACH PER DETAIL I OH SHEET C•l. CONSTRUCT PCC WHEHCHAIR RAMP, CASE B PER CT. STD. NB·B. CONSTRUCT PCC PARKING BAY PER DETAIL 2 ON SHEET C·l. CONSTRUCT PCC ALLEY APPROACH PER CITY OF NEWPORT BUCH STD.·142-L ANO DETAIL OH SHEET C-2. k . ~ ?! ~~ ~\ 1· "~ ~~ 'I~ l~;, ;~ ~ !~ G.53 if' CCM-c;54 I @S:J(JNOWALL /JO. XI ise-e 5HCEr NO. 5111-15 ,:;:----i:~.::::-y:., __ :..,_ .. ..8+~!:>.07 {!; COMST. = . ----------------~'"==-=~-------l------:--+------:=c,=F~ ..• ·:··:ti.&· ==:=.cc=- • ➔ ===·~••_: 1'-· ~,..·•_:~-ii_._'=~ 81allon z Eoc. Ydo. En1b. __ .,.,, __ .!?£%...::::._;_ __ l -----:--1 __________ ;...:,. ___ _ _, -----,----·• r _! ___ _ -+ _j \ , k ~ " ~ ·~ ~ ~' • &t ~ t ~t\ '~ ~. -T f'ELE:1"£ ALL /MPROV£MENT'::. 51 tu1•.'IJ BDW1!£N ..,.r,,p._',,o; ·.' PC.H. ANDO+Ot .. f:') (/: P£RN Sr. .:.i,~:_~ •• -:T 2.Q'R,',,r;.1U~ CA.:..TRA/\!s T'IF'E.'A" <'.·,?:, 5aWOKt4LL A/0--XlZ 5€£ 5HECT NO. B,ltl-J? 0+8 .o:J<./aW EX. C - ANO Sl.ci:s-WAL'..K 0,..:15.0Q EC,€-,/ONEt'./~F ;:COF.S • 1+1S.6tJv011.1E:<. aewv ~ & TOP ''X"{7.!x'J 77: Q z \\.j/,,t0:5'''°'~:f'c-/fP'-"--@ et: W= ,, - W ./ o+tJ5.?8 BCR LL 7.44-ri:: -6"Cr . -CCR 1- I-' C/) w <!) z < O::I 0 L f---4"1 "'_..;.j-,i 1c:· • --/ .........:..39_27,.. . ---:---;"r ,,. ¾: -I ,,,,,,,.. ... . l -, --L j_ -i-··· t--- ·i------T ·-,--- ' ·----.-·- -,-- ' _;_ j ' ' ___ ] ' ,=l ---~f. -T ~L ---=-}_o.o,M'·-1 : __ --i__ i : -1·· - - . -::j- . -! --... _.::_: ... -!. _. .. -:_;: ----; .. l---~ -: -_ --t-·-__ ·: -- 10 FOR REDUCED PLANS O ORIGINAL SCALE IS IN INCHES -~---~----_-; -·:· _ II ,;r;;J/A/ EXIST. WA4-.,,-v J-__ ALT I a<~ D!ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 12 ORA 001 19.8/21.4 11 157 RE STEED CIVIL ENGINEER PLANS APPROVAL DATE ROBERT SEJN, WILLIAM FROST & ASSOCIATES P.O.BOX 19739 14725 ALTON PARKWAY IRVINE. CALIFORNIA 92718 17141 472-3505 ' W,t__ . ()\ -----·-.."---'---::c--=-- r I I • --.• -l ·7 -::=:-:---:-1. .:::-i-:.=r-~:: .. • __ ·_ -•~;_---- ' .. _ ·---+~:·~::-~--~~--;-~:~:_:·l~~-Li~_-.;=---=1·· f --1 ' _.+_ -----•" . --)_: __ :_:_ -!-:-~ :-:.:..:. ~r~ -- "' /, T PLAN AND PROFILE SCALE: HORIZ. 1"•50', VERT. I.,=~ 15 cu 12-209 EA 023761 JN 23,:,;27 X ., I X X 0 ,. w "' a, > 0 w w a: ~ w w ~ a: 0 ~ ~ J .I 1--1 en, ~ ~ ~ ~ ~ ~ ' ~ ' w. ~ ~ o-; ~ ~ •" " '" ,,. ,. @a, a, ~o 0 :'iw w ~z " o'2 0 ~"' w ~w r 00 0 iL a: a, w !=. w ;; a: " UJ z :J w ~ :il 0 w Ir ~ 0 a: <I ~ CJ z 0 ;:: < ... = 0 ~ "' z < = ... u. 0 ... z w "' ... = < ~ w 0 < z = 0 u. j ::;; < '-' u. 0 w ... < StoUon ... "' t , .. Ydo. fxc. ---l-- ~· FORM oc-OE•IIO-PF (R~Y. 1180 ·- &88.oo -roP x·-,.;o1,V ex. ctG ANO S10E.WALK-G"CF 0+85.00 &CR O·f""N.O 17 /4 W• .38: X"" ,8~ Q 1 ...3-5' ,--,,.,.3.3.a:;; {!' ,?;VV. G1,, 'W:/8~X""3:a~.3.5' 'C!J o..-75.CD ECR 7.G7TC -G"O""" /9-1-0.:?.e? 8C I--en !;;;~"3;~/:'ci~~a<l,\,s~/-V.f:c~. ~~i~t- RCTAINIA./G ;«4Ll 5 All/0 Sn1/R MOOJFJC4TI01/S TO BE COMST.R'tlCT£0 av T"HE 'K'OOeWAV J,V,V" OW'NE-K' ffR SePARATE PL4N 8Y CT7-ICR5 /Al AOVAAK'C OF THIS COA/TRACT CONSTRUCTION NOTES TO BE. RELOCAT[O OR AOJUSHO BY OTHERS. CONSTRUCT PCC AUEV PAVEMENT PER CITY OF NEWPORT BEACH ST0.-140-l. CONSTRUCT PCC MEOIAN PAVING PER HIGHWAY PLANTING PLAN (4" THICK). CONSTRUCT PCC CURB TYPE 83 PER CT. STD. NB-A. CONSTRUCT PCC CURB TYPE A2-6 PER CT. STD. NB-A. CONSTRUCT PCC CURB ANO GUTTER HPE A2·S PER CT. STO. NS-A. CONSTRUCT PCC CURB TYPE Al-6 PER CT. STO. NS-A. CONSTRUCT PCC SIDEWALK (T•4") 4 CONSTRUCT PCC ORIVfWAY APPROACH, CASE A PER CT. STO. N8·A. CONSTRUCT PCC DRIVEWAY APPROACH, CASE C PER CT. STO. N8-A. CONSTRUCT PCC DRIVEWAY APPROACH PER DETAIL l ON SHEET C-1. COIJSTRUCT PCC WHEELCHAIR RAMP, CASE C PER CT. sro. NB·B. /T05...£}£,VO C/G H27.00 EAI.O .PJ/MT. T..e4AIS JO/A/EX. PVMT. SEE UV'<IL 13 0/J CONST. £)£ 'AIL .SH£e:rc-8 7,/B TC -,:;,-er /...aS.S<:; EA/£> C '6 ~ PVUT. r,e.q,.v-s_ 7.COTc -G"CF 0-,,.94..L'.l::Jf!'PWY W=/7; x~.3 ,.;;;;z,~ =-' . ~~ 97 iC CCM"" ff' .,;vr, p,a::>.a, ft" /-VT. O>'tZ?,Zl 50UNP W4U. NO.EI. -:eye-·· -I . -. c.eoi.wv :LINE:-:. ' 1· @A.'7-=ES: ---,,,_ L--·-: "-l-• 1 • -•• , ---~-1 -~---! I CONSTRUCT PCC WHEELCHAIR RAMP, CASE ll PER CT. STO. Nij-b. CO/ISTRUCT PCC PARKH!G BAY PER DETAIL 2 ON SHHT C-1. CONSTRUCT PCC ALLEY APPROACH P£R CITY Of NEWPORT BEACH STO.·J42·L AtjQ DETAIL ON SHHT C-2, I'.: COMPLETE COLO PLANE PER DETAIL 3 ON SHEET C-1. COtlSTRUCT 0.SS' AC/0.90' AB ClASS 2/0.70' ASB CLASS 4 PAVEMEHT. consTRUCT 0.67' AC/UISTrni. AB PAVti'IEHT. CO!ISTRUCT VARIABLE THICrnESS AC OVERlAY (0.20' MIN) CONSTRUCT S" AC OIKE PER OETAIL 4 ON SHEET C•l. COIISTRUCT 6" AC DIKE PER DETAIL 4 ON SHEET C•l. COIJSTRUCT 0.35' AC/0.50' AB CLASS 2 PAVEMENT. CONSTRUCT 4• THICKNESS AC TRANSITION PAVING. CONSTRUCT SOUNOWALL PER SOUNDWALL PLAHS. COflSTRUCT PARKWAY CULVERT TYPE "C" PER CITY OF N£11PORT BfACH STD.-319-L (S•!', H•4", 9" CF), (49} ADJUST MANHOLE TO GRADE PER CIT\' OF NfWPORT BEACH STD.·111-l. ® ADJUST VALVf cov£R OR WAHR HEHR BOX TO GRAOE P£R CITY OF NfWPORT BEACH ST0,·5ll-l. CO!ISTRUCT PCC CROSS GUTTER PER CITY OF NEWPORT BEACH STD.•185-L AHO AS r-lODIFJED PER PLAN. • CONSTRUCT SUR~EY r-lONUMENT PER CITY OF NEWPORT BEACH ST0,-116-L. --·-i:·--' ----•· -~• T----• ALT. I"< f DIST. COUNTY ROUTE 12 ORA 001 AEGt ERE CIVIL ENGINEER _,_ PLANS APPROVAL DATE POST MILES TOT Al PROJECT 19.8/21.4 ROBERT BEIN, WILLIAM FROST & ASSOCIATE P.O.BOX 19739 14725 ALTON PARKWAY 5,0UNO W4U NO, J!' PLAN AND PROFILE SHEET TOTAL NO SHEETS ,12 157 ~--;.:=:-2=._ _______ t----y-_·_:._~~-:. 1-. r· ::·~ t=-. -,-.-.. ~f-.. -1----+--+--~~--+--.-.+-,_-_-.~ .. --+--~~ SCALE= HORIZ. 1"· 50', VERT. t"= 5' .,, I ZO ZI ZZ Z FOR REDUCED PLANS ORIGINAL SCALE JS IN INCHES 0 z, Z5 z z Z9 cu 12-209 EA 023761 J!J Z3G27 X 1: l i. t: ·I I 0 >-w " ll 0 w w a: "' w ~ \i a: 0 w m ,-m <"' ~ 0 - ~·~ ~ " ,,_ >-:a" " >-0 0 :'jw w :,Z "' "\2 " JO, w <w :c (JO " I -· LI. a: Ill w 5. w .; a: " ~ z w >-0 w ~ ~ 0 a: ct ~ Cl ---- z 0 ;::: .. ... "' 0 .. "' z .. "' ... ... 0 ... z "' :,a ,_ "' .. .. "' = .. z "' 0 ... j :::; < "' ... 0 "' ... < ... "' if,' /'~;\¼ ~/ \ ,'z:1 / I 7\:~f CONSTRUCTION • '\ ,·< \ ' • -_;;,s-=c:,,:::,:c,.':CT;'::,,:',,:17,.C:;E.'-"=.:..-=..:=.:..:=----~~ \\ ,&84 +8/.81 CCM = TO BE RElOCATE!I OR ADJUSTED BY OTHERS CONSTRUCT PCC H£Dl,IJI PAVING PER HIGHWAY PLANTING PLAN (4" THICK). • CONSTRUCT PCC CURB AND GUTTER TYPE A2·8 PER CT. STD. H8·A. COHSTRUCT PCC CUIIB TYPE A1·6 PER CT. STD. HS-A. CONSTRUCT PCC SIDEWALK (1~4"). CONSTRUCT PCC DRIVEWAY APPROACH, CASE A PER CT. STD. NS-A. CONSTRUCT PCC WHEELCIIA1fl RAMP, CASE 8 PER CT. STD. N8·8. CONPLETE COLD Pl.A!IE PER DETAIL 3 ON SHEET C-1. , CONSTRUCT 0.55' AC/0.90' AB CLASS 2/0.70' ASB CLASS 4 PAVEMENT. CONSTRUCT 0.67' AC/EXISTING AB PAIIEMEh'T. • CONSTRUCT VARIABLE THICKNESS AC OVERLAY (0.20' MIN) • CONSTRUCT D.35' AC/0.50' AB PAIIEMEh'T. CONSTRUCT 4" THICKNESS AC SIOEWALK/MEDIAH PAVING. CONSTRUCT SOUNOWALL PER SOUNDWALl PLANS. CONSTRUCT CHAIN LINK FENCE END POST ASSEMBLY PER CT. STD. F·lO. ADJUST MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STD.·111-L. ADJUST VALVE COi/ER OR WATER METER BOX TO GRADE PER CITY OF NEWPORT BEACH STD.·Sll·L. CONSTRUCT CHAIN LINK FENCE ANO GATES (TYPE CL-6) PER CT. STD. F-10. CONSTRUCT SURVEY MONUMENT PER CITY OF NEWPORT BEACH sro.-116-L . =::~=~~-.-----+o.war -. . 1 __ .; ... • -----·----~::-:.-o6ai== ------t . -----'. ·-.. • ..... ,:.. .::.. _ ... -r --____ , __ ...,.._ .. .8,c:c +--·-• • __ -i·-·- , ___ _ · ------~::~_=·;;_. __ =-==i -_ ~~~.:~--=~f= ~ ~ /~ -~~~;--=J~=-~ :-~~r-=- 8URl£0 511H 42'.t: RT. f C.C.M. ALT. I a; :2. "-=fc'-~-~-~ -1-~~----=E~t--. ------·-.. l 4--·· t ··c1· A-•-t ,--}-·· --1·1-·---~~:-T" ~-''-· -=·I···,~(: . -~ ~~;= '~l~~;~~$)-~~j~~B~L~~;~+--+---i ~~~~~:~~!~!~iL_,··• -~ 8toti0fl ..35 37 3B .3 ~- Ydo. he. -· ' fORM DC•OE-80•PF (REV, 1180) •- FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES cu 12-209 EA 023761 \ I I I I I I • i r " I l ,. s r ; ' ['. ! i ' ' I J ' i " >-w ., ~ " w w " "' w 5 ,-. w -< " " ~m = -< --~ o- ~ ~-~ ,,. >-fil., ., ,-. " " :'jw w ::,Z "' o!2 0 ~"' w -<w I OQ 0 ··-. u. " m "' 5. w z a z w ,-. 0 w ~ 0 " .. z C ;:: < ,_ "' C .. "' z < "' ,_ ... C ,_ z "' :,; ,_ "' < .. "' .. < z "' C ... j :::; < '-' ... C "' ,_ < ,_ "' •· 6'5 69'?.J./7.71 ~ ,,---~ CONSTRUCTION NOTES" i ., I ,~ /0 (0 TO 8[ RHOCAHD OR .o.DJUSTEO BY OTHERS. CONSTRUCT Pel HEOIAII PAVING PER HIGHIIAY Pl.ANTIN, PLJ.11 (~• THICK/. CONSTRUCT PCC, Cl/RB TYPE BJ PER CT, STD, N6-A . CONSTRUCT pee· CURS TYPE A2-6 PER CT. sro. NB-A to/jSTRUCT PCC CURB ,\IIO SUITER TYPE AZ-8 PiR'CT. STD. NB•A •• CONSTRUCT PCC CURB TYPE Al-6 PER CT. STD. 118-A COIISTRUCT PCC SIOE'tlALK (T~4"J. CONSTRUCT PCC ORJVEI/AY AJIPROAO/, CASE A PER CT. STD. 118-A. £0/jSfRUCT PCC IIHHLCHA!R RAK?, CASE B PER CT. STO. NS-8. CWlIT[ COLO PLAN£ PER DETAIL l OH. SHEET C-1. CONSTRUCT a.55' AC/0.90' AB CLASS Z/0.70' ASS CLASS 4 p,(v£Noo. CONSTRUCT 0.67' AC/El!S"TIIIG AB PAV£NENT. CONSTRUCT VARIABLE THICKNESS AC OVERLAY (0.20' Mil,). COHSTRUCT ·• TIIICXNESS AC SfOEJo'AU(l)IEOlAN l'AVING. CONSTRUCT SOUNOWALl PER SOUNOWAll PLAkS. • COHSTRUCT PARKWAY CUlVERT TYPC71C" PER ctn. Of IIEWPQRT B£ACH STD.-319-l (S~1•, H=-1", g• CF). . ,',DJUST W,NHOLE TO GRADE J>U CITY Of NEllPORT B[ACH STO.-lll-L . .,DJIJ'lT v.~I.V( cu·;:R OR IIAT[R IIETER 80l TO 6IWIE PER CITY Of N£lll'ORT B£ACH s-rn.-sn-L CONSTRUCT CW.IN l!NK FENCE AND GATES {TYPE Cl-6) PER CT. STO. f-111. CONSTRUCT SU~VEV 1-llNtN:NT PU CITY OF NE\IPORT B£ACH STD.-JI6-L ------, Bl&llon 6 DIST. COUNTY ROUTE 12 ORA 001 "-1..T.2 19,8/21,4 ,0 11.1 .'.J zo. -00 JciZ 01-~ +w ~-w u "':c • I-. "' • <ti'! w ::E "'w "' . ----·---)--=---=~---_·_:--t---t -1------~--: t;·~7~~':: --'i ,---- ·-1 -~-g: ~=~ ~;: ~~ ~ . .:]: !Ir-----,_ .. ,,_, --~⇒=~ -------~-·-_: ~~= ~3~-~: -:i1°~t{:. ----·-. • -~~v.:.. ~--=--l~~ --:~~{=.:.::.- 10 ,;;L;;~-~--=-------1-c+--lrt---li~"'~•·. ___ ---! __ J;: __ ,-+-,-~-mi Is I I l -· j -' ----~----~c--1-----I • j ----\ :-a·J.;?~ -------fO l:··•.t_'., .. •-••·---__ -.·-.•.t.--.-_·_·••••.·~.-_~J:.: .•. -_·e_t.-__ :.f._:--.···c--···l( __ ·_·±,·.·_••.•---_:j.··_•-. 1 l,I :r-c'.-~--~-,----i-~------;1-, = c·;: ~C--.=-i-=,----_~_.-_-'_;_--~-l-~-:--..::1---±-::..-½¥_='-=--::.-;-=---1-=-=-~----------=--=--c:PlAN ~~;: p~~;~E L~4 ~, ~ -· :~--~-£--r=-!-~ -(--~-~-~-~-r--~:-~~-3~--+~==-:_: -~~ :--=---~~ _~-~ ~i=-=-=~-~ ~t_~~~~-~~~ -=-=-~~ ==~==-1=_--~~~~~ORiz:1~&>~.:_;,-ERT.~--i--;5;:_·_~z~--+---l l!P Ydo.e'C'°c•1-------------------------------------------------------------------------------------------------------------------------------------------j ~· FORM DC-OE-fl()~Pf {REV. 1/SSJ •- FOR REDUCED PLANS ORIGl~AL SCALE IS IN INCHES 0 , cu 12-209 EA 023761 X X k x---- X X >-Ill 0 UJ Cf) > LlJ er: LlJ Ol f-0:, <{ -o~ ~ a:i -; ui -..... >- CD Ill f-0 <{ LlJ _J z :::, CJ 0-_J r:I) <{ LlJ 00 a: w w z " z· w I- 0 w -, 0 a: a. z Q j::: cc I-CC Q Cl. Cl) z cc cc I- LL. Q 1-z L.U :ii: I- CC cc Cl,. L.U Cl cc -z cc Q LL -...I cc u LL Q L.U I-cc I-Cl) 0 LlJ Cf) > LlJ er: LlJ f-<{ 0 Ol 0:, -~ ~ ~ >-Ill 0 LlJ ::.:: 0 LlJ I 0 -LL ID a: -a: LLI ..J ..J -:E > a: <C (!) j ~ t -~-·.' ' '· '· ,. ' • ...... : '· ~ ~ l( ~ "' '.I ~ ~ \,5 <.J) ""' ~ ~ ~ ~ ~ [ ~ Cl C5 ~ ~ 8 ~ ~ "t ~ ~ i 0 ~ 6 I~ /0 10 Station Cu. Exe. Yds. Emb. / \ r<) IJJ01 zq...1 -oo JOz + :Ct0t (.)"" w f-. vi <(<t: ~1-w CJ) w Cl) ' ' ' ,, ' <fl • 11)' -~ . . . 12. (:i \i\ ~ 'I- ~ ~ 0· f..c i"t <>:, + /G.5¼ I'() ~ 0 z 1- LLJ lLJ :r: CI) lLJ lLJ CJ) .. I ' 46 FORM DC-OE-90-PF (REV. 1/86) ,.,~« ., .. • .. .. . .. . • ?f"·/:3.88 • .. . ~ . . .. . . """' .. . •11)· ' ... . . . . . . ' I ~ ~ % B .. ~-0 ~ .. .. . , .. , . .... tj . )-.: . ~ -~ w\ ~ ~-~ '1-N 'j. I.!' -;. . <\.) '" 'I-~ ~ ; I>;) . '-:: I" • ... \), .. ')-" -. . .. ' . .. . "" .. . "" ""·,. ,m, • .... , . ¾ ... ,-I'll' ' . . . . .. .. .. . ---, . .,, .. '-, _,_ .. . ' ' ... . . w, . ,_ "" MV ·• ·--=----'h • • .. .. .. ,, 47 zoo 1 vc . . ~~ f.7£''¼ G2 ~ -144 ¾ . -~ -~ :,/_ . • . \;i . I . ~ <::i ~ 8 8 "'. . \j <;:, 8 R IJ' ~ fc <:i ·<;-; ,.s;-)-.: "" ~ \) (!\ ~ lfi * ~ . . . ~-~ B'-' • 'j. 'j. cl\ 't-i fl\ ?, "' ~ " <:) 1\i ,,_.· !<)' "' ' II-" \I\ ' --.,, 's· ~ 'I-N fTOP Or ,,Y'LY C't/RB . -· . . . . \ --,.,,.-:<7.q % ' • . . • • • V . .. . " ... . .. ... ,-w .. , . ' ,;o'·vc ... , . pf, 776 G;" -'t44 % G; ::10.,!,4 ¼ ... . -" -.. §1 j,I .. ·. I\) I\, . . I 1 Co <::i ~ ') <::i --~ ~ ~ k ¥ ~ 'j. ~-~ It\ fl;_ ~ ~ 'I\ "' ... ... wv• • ... . FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ... . \\) II:) • I,,; + 0Z4 "/. 0 1 ,,_ ;,,,9.zz1 o.c. .. .. -~ t 'i:\ \\j I .. ~ ~ ~~~"}~ -~ '\. ~ '/ti 1l-SY'-}'-"" ~ <>;i "-': ' '¾ -q It\ • "l '5" II) ,0 '<i • .. . ' 2 3 J. MCDONAL PLANS APPROVAL DATE ROBERT BEIN, WILLIAM FROST & ASSOCIATES No. 29464 Exp. 3/31/91 P.O.BOX 19739 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92718 17141 472-3505 Rc:IA/1.JI/.JG WALL.0 'See 5Hfz'T w2 R-1 r 5HEET fl:? R"-Z cu ( et l?.VG. DRA[W u 6.7 5€€ OGtAll 'cl" 0/41 SHEET L -5 -1-Cl.t'O %, • • PLAN: AND PROFILE • :·SCALE:--HORIZ. 1"=50', VERT. J": 5' 12-209 EA 023761 l,C) .!.J . 0 z 1- LLJ lLJ :r: U) lLJ lLJ CJ) fO fO c/.N.' Z4Z57 ' X 0 > w "' m > 0 w w " "' w > .. w -< X " 0 \"o • -< ~ ~ o--. I~ ~ S' '> > al m m .. 0 0 :'iw w :, z " 0£1 0 JW w -<w :c 0 0 0 U::- " IQ w !5. w z a: " ~ z w .,j .. ::; " w ~ ~ 0 " ... < ... "' C> ,,_ "' 10 z < "' ... ~ ' C> 5 ... z w "' ... "' < 10 ,,_ w C> < 5 z "' --C> ~ j ::; < 10 "' • ~ C> w ... < Station ... "' di ~. Y<lo. E•c. -· FORM oc-oe-to-PF CR~V. 1/89) I \ I I I FOR REDUCED PLANS ORIGINAL SCALE JS IN INCHES I CONSTRUCTION NOTES CONSTRUCT PCC CURB TYPE Bl PER CT. STD. N8·A. CONSTRUCT PCC CURB AND GUTTER TYPE A2-8 PER CT. STD. NB-A. CONSTRUCT PCC CURB TYPE Al-6 PER CT. STD. HS-A. CONSTRUCT PCC SUlEWAtK {T:4•). • COMPLETE COLO PLANE "PER DETAIL 3 ON SHEET C·l. CONSTRUCT n.ss· AC/0.90' AB CLASS 2/0.70' ASB CLASS 4 PAVEMENT. CONSTRUCT ~.67' AC/EXISTING AB PAVEMENT. CONSTRUCT VARIABLE THICKNESS AC OVERLAY {0.20' KIN}. CONSTRUCT 4" THICKNESS AC TRANSITHlN PAVING. gg~~~:~g~ ~~~~~L~L~~: !~~~g~At~tf~~~-DETAIL 5 AflD B ON SHEETS C-1 ANO C-2. ~ ADJUST MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STD.-111-L. @ ADJUST VALVE COVER OR WATER METER BOX TO GRADE PER CITY OF NEWPORT BEACH ST0.-511-L. (_@ CONSTRUCT SURVEY MONl!MEtiT PER CITY OF NEWPORT BEACtl STD.-116-L. e€E H/GHL-tdtY Pl:.AAJT/AIG Pl.AA/ Mei:::YAN L41\/DSC,4PING ' I I '2 I D!ST. I COUNTY I ROUTE 121 ORA I 001 I 19_s,21.4 \ 1s ts1 RE STEED CIVIL ENGINEER 4'~ PLANS APPR:,~,L DATE f ~ -=ALO ,.: ROBERT BEIN;, WILLIAM FROST l ASSOCIATES "'/'; EJJ,. C1~L91i, ""'°" P.o.eox 19739 14725 ALTON PARKWAY 'I;(' O--:'. ,~r::.¢:" IRVJijS,0~lFORNIA 92718 !HO "72-3505 F C~I.: 10 /5 ___ ), . ft) /5 I cu 12-209 \eA 023761 JN..?4257 X . • X X 0 >-w m !!! 0 w w ac !!! w w ~ ac 0 ~~ " -~ o- itj-~ '~ m ·" '>->-elm m >-o 0 Sw w ::,Z "' of:! 0 ~"' w «w I 00 0 , ' ii:' "' ., w e. w .; a: C> w z :I w .... :i " w ► , ;. a: 0 "' I < ~ C, i .. ,;;-:-· ,.,. *' ,;;,- iJ~- 1'! :.~:. :z: = i= < ... = = "-., :z: < = ... ... = ... :z: w :,; ... = < "-w Q < z = = ... j :::; < ... ... = w ... < ... ., t CONSTRUCTION 1e.5 IQO /0.0 , .. Ydo. E,c. Emb. ,., --.. ==--:..:t=· -~_:cc!=. FORM PC-OE-90-PF (REV. 11811) 11 - NOTES 75 .1t.re __.............-\--DIST. COUNTY ROUTE POST MILES TOTAL PAOJECT SHEET TOTAL NO SHEETS 6,"AC. OIKE~ , tz' EX. A.C. 21-- PVMT ~-I 74-f-44.{X)-(,; CONST. RCH ~ 7-«i3.C.8 -£ INT. HO.dG HOSP. 4CCC$S ~p 725-IG,5.6.3-(i C.C.M. ------ / . ----. / ,e7?5§'!!ti>?4g~~~ ,! 8.<l .£E SHEET M?, U- fl4CIFIC COAST HIGHWAy' 12 ORA 001 19.8/21.4 RE STE ED CIVIL ENGINEER PLANS APPROVAL DATE ROBERT BEIN, WILLIAM FROST & ASSOCIATES .16 --,-1ij -====r -,,1 ,e. %-1J - - ,-_-:-J ___ ~ l=--T-~--1 --~ ---- - t------+=-! ~ -~ -=---± :-~--'--+ I -' 1 i-J - :157 ~ ~~~!8[iiJt='--_, -:~~~:~Sf 1 ::;;;~~~;~1_!~J:t+.:~:t:i.: ~~J~ith r;t}!j ~1t=~-thJ~=f :J _'.-~~: :;:~~ -:1=. -= -lf=,,,, --•.• a --~-~-t~'"-· J ___ J.. • • --- --- - ---=t--f--!1---,~:'=-t ·Jc:j~:::£=·2-1•~7~-=~fc:: ,--"I"_[-;'= .. -=-t· ,oe. ff"~~~~;,,i ~-! ~ -i!~i~ ;:·..c...·'.··'•-.-.1-.----.~.~~ .. ,-: ___ ·jk.-==-.~-.tr=.-.~.-.f.·----=.-_•-~ .. ---:~f----i _;. --f:f:::.t-:-i:=-J-~-4-=:=: '~-=J1==---=:-J~-=i== ,..;;;,;,,,Yl~~+j ____ j_-:.:=c-.; _. ;r. -_-_71 --cci==-== •. ==.~=-.. 'r---1 ~_:_·=---._.-.---=: lic=t'::=J'=:=t::''-: n:;,p-OFN"t.Y-d',S'LYMEOI.JNCUR/3 -,--~-; it,.--t=_ ~/.4NfUR.8,~ _-_ -===!::_-__ .r-~---1____ , __ , -+--------.cc=· ===i==-~· -l--~r "f-=-1,:::.:=r-:-.:: ;-=-, 1= -"~ • .1--=t='" -_ ~ ~--=:£-,-==--·~ ~7 ~ ~ ~. ----= =-----=t -=t _~ 1-=-t--L+~-'-t :::~~ ,_ =: -.• ""T.· ,,·· .••. -=-,~:.:.,. -.... ·.·.--"'.·--··--•------,.a.,,.,: -------~,-,_,~------•·-1--· ---•-"""' · -. --.~ ---~' -r_c:lc.. ______ ,==i-_=f__ - '. -__ j -1 -----~ \:.-1---1--->----, 1==1==1==1==~:==;:==!::::=i= i e~;~tMf r~N5tTt~::~ __ F,-, .. ~~=··:.=:1--; /1, ~i-t--=;···:· -~~-, _,. _____ .. _:1_~~--:·~-:--- ., '( -"L:-_-~-::;: -=:..~;~_:::--- /0 -·--, ----· ·1 -_-,---.. ------•-- t .5 ..... ------ -=--=~~~:j ··_···--+-----< ---• ···+. -.. •. ~-~-~~~~r-1--\-;r:_=f q,o-f-i~ J_-; -'.--J=.::;":_J~1-::::~ -'.= -~~-~~~~~~~~_;=~E~~§~-~ ='.--,p~_A_N ____ A/--N_D~:::P-1'0FIL;:L~6 -i -.·-+~----=r==·-_; ___ 1 __ -__ ::-=----i--.. _ ~------___ __. _____ .-------; __ ~a1J_ ---=------l-~=--~-+-+--1::...:SCAC1frH~z~~so·~ERi-t~~·-~-+----< 78 FOR REDUCEO PLANS ORIGINAL SCALE IS IN INCHES 0 8 --- ' 87 cu 12-209 EA ·023761 X 0 >-w "' ~ 0 w w a: ~ w w a' X a: 0 Wm ~ ~~ I~ o- ;:,; " a:j--. .c!i. ' 0 >->-w"' "' a' 0 0 Jw w => z "' o!2 0 JU, w « w :c 00 0 15 z 0 20 ;:: ~ "' 0 ... "' z 15 < "' ... "-0 ... /0 z w ,. ... "' < ... w C, 15 < z "' 0 "-j ::, < u X "-0 w s /0 "' It' Ydo. ~,. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ROUTE 001 RE STE ED CfVIL ENGINEER PLANS APPROVAL DATE POST MILES TOT AL PROJECT 19.8/21.4 •· ROBERT BEIN, WILLIAM FROST & ASSOCIATES P.0.BOX 18739 14725 ALTON PARKWAY IRVINE, CALIFQRP,IA 92718 17141 472-3505 CONSTRUCTION NOTES TO BE RELOCATED OR ADJUSTED BV OHIERS ~~:~i~~~i :gg ~~g~A~~A~~~E:E~y~:G~~~~ :~fgN\~~AN W THICJ:) •• CONSTRUCT PCC CURB TYPE Al-8 PER CT STD Na-/ • NB-A. CONSTRUCT PCC SIDEWALK (T=4") • • ' CONSTRUCT PCC 'f!EELCHAIR RAMP: CASE B PER CT. STD NS-II CONSTRUCT 0.55 AC/0.90' AB CLASS 2/0.70' ASB CLASs 4 p,i_\/EJilENT CONSTRUCT 6" AC DIKE PER DETAIL 4 ON SHEET C·l • CONSTRUCT AC 0\/ERSIOE DRAIN PER CT STD 087·8· CONSTRUCT 4" THICKNESS AC SIOEWALKiMEOJ.i.N PA\/l~G ADJUST IAANHOLE TO GRADE PER CITY OF • CO/lSTRUCT TYPE 7 GUARDRAIL FLARE PER N~~~o~~o~E1~~-!TD.-lll-L. cu 12-209 EA 023761 .N 7 □ > w "' "' 5 □ w w a; !:1 w w ~ a; □ ~~ • <-~ □• ,; .~ cq . .., E. w '>->-film "' s~ □ w :,Z "' o!2 0 JU, w <w r o □ 0 u:-~ m w !5. w ;!; a: " z UJ w .J .. :! 0 :; w ~ i'i 0 ~ <( ._ Cl L. z C, i= C ... = • f .. z " I= ... .. ... z "' "' ... = " .. "' .. ~ z = .. ... I ::; " .. ... • C, "' ... " ... .. • I I VALLEY GUTTER N. T.6. CONSTRUCTION NOTES RDIOVE EXISTING PCC WRS AAO GUTTER/CROSS GUTTER. Rl'.HOIIE EXISTING PCC SJD[IIALK/ORIVfllAY. SAWCUT AHO REMOVE EXISTING AC PAI/EHEHT. 4 REMOVE. . CONSTRt!CT PCC CURB TYP£ A2-6 PER CT. STD. NB•A. CONSTRUCT PCC CURB TYPE Al•6 PER CT. STD. NS-A. CONSTRUCT PCC S!DDiAU (T:4"). CONSTRUCT PCC WHEELCHAIR llAHP, CASE C PER CT. STD. NB-8. CONSTRUCT PCC WHEELCHAIR RAMP, CASE B PER CT. STD. N8•6, CONSTRUCT 0,67' AC/EXISTING A6 PAVEMENT. CONSTRUCT 0.35' AC/0,50' AB PAVEMENT, CONSTRUCT ·• THJCXNESS AC SID[I/ALX/H£DIAN PAVING, CONSTRUCT PCC I/ALLEY GiJTTER PER DETAIL ON SHEET L-8. / 4 CONSTRUCT PCC CROSS GUTTER PER CITY OF N[IIPORT BEACN STO.-i ® :;L~:~ 1 [il:~i:-.t~;.HT P[R cm OF NfWPO ~Cl! STO.•Z04·L AHO ST0,•205-L. / I I I; --- / 1/ I I I I I \ ,e., \ ASPH / 7.6 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 HIGHWAY A S p H COU\ITY ROUTE ORA 001 REG TERo c1v1L ENGINEER --B PLANS APPROVAL DATE POST Mtl.ES TOT AL PAOJECT 19.8/21.4 ROBERT BEIN. WILLIAM FROST & ASSOCIATES P.O.BOX 197311 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92716 17141 02-~~05 At.Te SHEET NO .18 TOTAL SHEETS 157 I l ',L--+----+so--4-----1 40 3D /0 ---.-------8.9-~-------___ x: ___ _ xf0.6 -------- -----+v+-'1--------------;IMPROVEMENT PLAN L-8 ' cu 12-209 EA 023761 • )( )( )(---- ' X )( ::?: ~--j >-m 0 UJ C/J > UJ cc UJ a, f-a, <C -o~ ~ ai --.; (f) '>-@m f-o <Cw ...J z =i c.!J 0-...J Cl) <C UJ OD cc w w z -c:J z w f-0 w -, 0 cc a.. z Cl -I-< I-a: Cl a. 0 z < a: I- u. Cl I-z w :::e I-= cc a. w Cl cc -z = = LL. :::; cc c:., LL. = "" .g::___ ~~ --"' D UJ Cl) > UJ cc UJ f-<C D a, a, -~ t:;! ! <!) >-m D UJ :.:: 0 UJ I 0 -LL cc cc -a: w ..J ..J -:!!: > cc <( CJ s~ Cf,I dP 't) ~~ ~ ~ ;T 'C C'i -, >-1 'C (j ~ '-'(_ ~ I I 39 e.oo' z.co' §~V.:-~_L...c..L_E;;;_N-:.:r.-. ~-__ G....;.U_T_li_E_R_ CONSTRUCTION NOTES 34 39 41 52 54 '1® / I \ i ~----------~--------------------- ' 8.1 \ \ AS ______ ------ ~ --~ ',, \-- \ pH FOR REDUCED PLANS 0 1 2 3 FORM DC-OE-92-PF (REV. 1186) """" ORIGINAL SCALE IS IN INCHES ________________________________ __._ ______________________________________ 1__.::.:.:.:..::.:.:.:.:.::=-::..::.:.:=...:.-=-.:.:.:.:.:.:.:.::.:.:.:::.=...._.'::::===========:__ ALT2 I / I - 30 20 --/0 -------=·· -"----:;,..-~-:1 --,,,,,.,,,- I IMPROVEMENT PLAN L - 8 cu 12-209 EA 023761 J.N 24257 X X 0 >-w <D !!! 0 w w ac !!! w r w < ac 0 w. • ~!:!! ;! o- ,; .~ "' ~ .. ' 0 >->-w <D <D ro 0 <w w Jz ~ a~ 0 J© w <w r 00 0 ;;:-., "' !5. w w z a: a w z -I w = r :I! 0 ii: w cl "' < .. C, z 0 >= ,c ... "' 0 .. ., z < "' ... ~ 0 ... z w :,a ... "' < .. w 0 < z "' 0 ~ j ::; < '-' ~ 0 w ... < ... ., ~ .,K;IAIEX. £ CXI.Sl?A/6 /Z' ALL~Y. .!WHCUT. RE#OYE I~ L.L l?J~TIVAlL CURB .SUrrEK ~1 \; '<! ~ ~ PACIFIC CCJ4ST Hl6HWAY DETAIL I )J. T.S. A A DETAIL 2. IJ. r. s. CONSTRUCTION NOTES: CONSTRUCT PCC CURB ANO GUTTER TYPE A2-8 PER CT. STO. NB-A. CONSTRUCT PCC SIDEWALK (T~4"J. CONSTRUCT PCC ORIVE\lAY APPROACII PER DETAIL l ON SHEET C-1. CONSTRUCT PCC PARKING BAY PER DETAIL 2 OH SHEET C-1. CONSTRUCT 0.55' AC/0.90' AB CLASS 2/0.70' ASB CLASS 4 PAVEMENT. COHSTRUCT 4" THICKNESS AC SICEIIALK/.IIEOIAN PAVING. CONSTRUCT ""SONRY BLOCK SLOUGH WALL PER DETAIL 5 AHD 8 ON SHEETS C-J AND C-2. @ COHSTRUCT DECORATIVE RAILING PER DETAIL 1 ON SHEET R-2. ~011111 OC-Ol-t2·P~ fllEV. I/If/ •-o = 0+7'9.00 £'WV W=/z; X 0:.3" 2/J, l"CF w. / I LON6ITUDIN4L CQ'.D PLANE e<>:o ~ TRANSVERSE COLD PLANE DETAIL 3 AC R4Vt::?~£1 IT DETAIL 4-AC DIKE 5€E 51-£ET~ !....-/ THfZU L-·7 • '· , .... 11.oo'ELEV. TOP a"" WALL DETAIL 5 OEJ:::: e,HEE.T" /...JO.L-S FOR AEOUCEO PLANS o 8' 7.4/TJV DETAIL Ai. T.5. ELEW<1TION DELETE DETAIL 7 N. T. 5. OST COLNTY 12 ORA 001 AEGIERE CIVIL ENGINEER PLANS APPROVAL DATE POST MILES TOT Al PROJECT 19.8/21.4 ROaERT 9EIN, WIWAM IFIW)ST • AUOCIA: ,.0.501( 117H 1472' ALTON PAffl(WA.'t .:5};4-¼:',WO;V St..cJ=VE R;;E"/4€.0 a-=-/0 64tfSE BEN?;~ I ~AID S,f.f()()TH Fae' SLIOIA.t9 F... /#SIDE tF TZJP I l!J:) -efLg. CONSTRUCT/ON DE TA/LS C-1 --------------------------"--------------·---------ORIGINAL SCALE IS IN INCHES CU 12-209 EA 023761 =:::::...:=c.."'..'.'.:..:::.:'.'.'.':"...__-'=='=='==========='..--1. .... _. ________________ ~ ______ .,__ __ -:,rr.,,,,,,,,..,-----' X X • X X 0 > w "' m 5 0 w w ac "' w 5 >-w < ac 0 w • • ~~ ~ o- :~ 5 '> > elm m >-0 0 <w w Jz "' =>" " :l U) w <w I "0 " ii:' "' IQ w e, w z a: 0 ~ z w ! >-" w ► ~ 0 a: ac < ~ Cl z 0 .= < I-,c 0 "-"' z < ,c I- ~ 0 I-z w lE I-,c < "-w 0 < z ,c 0 ~ j ::, < "' ~ 0 w I-,c I-"' • @ ~ o .. 69.60 REMO/#lL PLAN NOTES N.r.s TO BE RELOCATfO OR ADJUSTED BY OTHERS. ROOVE EXISTING AC BEl!f1. ROOVE EXISTING PCC Cl/RB AHO GUTTER/CROSS GUTTER. RDIOYE EXISTING PCC SIOEWALK/ORIVEWAY. S-'IICIIT MO ROOVE EXISTING AC PAVE/'IENT. ROOVE EIISTING MEDIAN ISLAND. •oovE ILOC~ IIALL ANO FOOTJNG . COflSTRUCT PCC ALLEY PAVEMENT PER CITY OF NEWPORT BEACH STD.-140-L COlrlSTRUCT PCC CURii IJIO GUTTER TYPE A2·B PER CT. STll. l«h\. COIITRUCT PCC CURS TYPE Al-8 PER CT. STD. N8·A. CONSTRUCT PCC SIDEWALK (T:4"). CONSTRUCT PCC DRIVEWAY APPROACH, CASE A PEIi CT. STD. 118-A. CONSTRUCT PCC WHEELCHAIR RAMP, CASE C PEIi CT. STD. N8·8. CONSTRUCT PCC PARKING BAY PER DETAIL 2 ON SHEET C-1. CONSTRUCT PCC ALLEY APPROACH PER CITY OF Nfl/PORT BEAOI STD.·142·L AHO DETAIL ON SHEET C-2. CONSTRUCT VARIABLE THICKNESS AC OVERLAY (0.20' MIN). CONSTRUcr MASONRY 8LOCK SLOUGH \/ALL PER DETAIL 5 AHO 8 ON SHEETS c-1 AHO C·Z .. CONSTRUCT DECORATIVE RAILING PER DETAIL l ON SHEET R-2. ADJUST VALVE COVER OR WATER METER IIOI TO i;RAD£ PER CITY Of IIEIIPOIIT BEACH STD.·511-L. • w I -----.----f~~-+-,'\"/W DETAIL /0 Al.rn. SE~ 5HE£r A/05. L·I fL-2 DELETE I 0+85.00 Ea DETAIL. 8 =EE 5i-lE£r }JO. L-2. CONSTRUCli'ON PLA N.T.5. Ex. PC.C JWL.fW4Y . . . ~f ~if 6"f"'1<?.9/J €musr. P.C.H. -,.fl § ALLCY /,4./T: ,..~ DETAIL ff Nr:s. SEE SHcf:T NO. L ·Z FOR REDUCED PLANS 0 ______________________ _L_ ________ _ .. _______ ..L __ o~•~•~•~••~•~,~•~c~•~o~e~•~•~•:•~••:c:":'~':__--==='==='==='=="===="--J_ __ il ;; ~~ RM ';, le ~9 •' \" ,. 10"/)IA. h'Ol£ FtJR PIPC !2"x!,!" INL£T A'TS l'IST INLET (6..lo6' T6) REPt.ACE GRArE W/8ICYCL£ PROOF 6K-4TE PER er. sra P71·D 5' ALT IIZ DIST COWTY OOUTE POST MILES 9'-EET TOT A.L TOT AL ffO.ECT NO ETS 12 ORA 001 19.8/21.4. 20 157 REGl~IVIL ENGINEER PLANS APPROVAL DATE ROBERT BEIN. WILLIAM FROST & ASSOCIATE P.0.BOX 187311 1"72li ALTON PARKWAY IRVINE, CALIFORNIA 12718 17141 H:l-3505 AlLEY' '\ ,</w' ;\ c' •' ,. t" L' 5' 5T.4. 019100 {All.EY 3()2 W ca,JST JI. DETAIL 9 ,i.r:5 5£€ SHEEZ-r' NO. L·Z cu 12-209 CONSTRUCT/ON DETAILS C-2 I-'------------------,--------------------~-----------------,-----------------,------------!'.:A!=Lc_T_!__I f!..£_Z __ _ X " ► w m !!! " w w <C "' w > ~ w -< <C " X :,,. • .,cz ~ " ~ :i~ ~ ' "► ► wm m 5@ " w :, z "' "S2 " JU, w -< w I "" " ;:;:- ' <C IQ w ~ X w z " a: z ;;J w ~ " :I: w > 3 a: <C < ~ CJ X ' \ z z ':$ ~ I~ "I .J I<! 111 • ~I ~ ~ '<l· I~ ~"" ~6302 "¾~ {7'30/?S '~ 7.S!:'>61</ ~ 7.43~ c:er:1fl= IZ ,a:s See SH I NO. L·Z CONSTRUCTION NOTES PROTECT llt PtACE. TO BE RELOCATED OR AOJllSTED BY OTiiERS. CONSTRUCT PCC MEDIAN PA\llt/G HR HIGII\IAY PLAIITIHG PLNI 14• THICK). 19 CONSTRl!CT Pee CURB TYPE A2-6 PER CT. STO. MB-A. CONSTRUCT Pee CURB ANO GUTTER TYPE A2-B PER CT. STD. NB-A. COfjSTRUCT PCC CURS TYPE Al·6 PER CT. STD. NS-A. CONSTRUCT PCC CURB TYPE Al·B PER CT. STO. NS-1. CONSTRUCT PCC SIDEWALK (T:4•). 4 CONSTRUCT PCC ORI\IEIIAY APPROACH, CASE A PER CT. STD. NIM .. COHSTRUCT PCC DRIVEWAY APPROACH, CASE C PER CT. STD. NB·"· CONSTRUCT PCC WHEELCHAIR R.l.'IP, CASE C PER CT. STD. NB-8. CONSTRUCT PCC WHHLCflAJR RAMP, CASE 8 PER CT. STO. NB·B. CONSTRUCT PCC PARKIHG BAY PER DETAIL 2 ON SHEET C·l. CONSTRUCT PCC AtLEY APPROACH PER CITY OF NEWPORT BEAOI 5TD.·U2·L ANO DETAIL ON SHEIT C-2. I CONSTRUCT 0.55' AC/0.90' AB CLASS 2/0. 70' ASB CLASS 4 PAVEMENT. CONSTRUCT B" AC DIKE PER DETA!t 4 ON SHEET C·l. CONSTRUCT 6" AC DIKE PER DETAIL 4 ON SHEET C-1. CONSTRUCT 0.35' AC/0.50' AS CLASS 2 PAVEMENT. 4 CONSTRUCT 4" THICKNESS AC TRANSITIO,'I PAVING. 49 AOJUST IYJltlOLE TO GRAVE PER CITY OF NEWPORT 8EAOI SlD.-111-L. ADJUST VALVE COVER OR WATER METER BOX TO GRAOE PER CITY Of NEWPOltT BEACH STO.-Sll-L. @ CONSTRUCT FALSE CUltB ASSOIILY PER DETAIL 16 OH SIIEET C-3. 0302 mr .A;YNEXIST. Sla5#'AlK EX rrr-cyey, H-06.XJ C '7 ~IN AC PIKE r£4 TIQ.1.1 7.QQ n::: -tl:,~CF ~•Ac DIX£ TR.MS ...t?JVD.PV,l,fT. O,,.IJ600ECR 7.z1n::....,;~c,c:- I--' !tJ 1•, \ii t ~ It) ~ i§ OC4TE SIGN DETAIL 14 Nrs BEE. 6HEET ND. L-·2 .,-.,"-•.. , . ;,~~ tj::::==-\=~=:::p~:=.;.-:::__;-:-:~~. L. ,_. ~__:c_®--®'---"--==q~=:fN-==t:=:=f#=::zj:±=~ DETAIL /8 ,ur:s SE.E. 5HE:ET }JO. L-2. . ~ ~ ~~ FOR REDUCED PLAN$ ORIGINAL SCALE IS IN INCHES OST COL.t,iTY POST MILES 9--tEET TOTAi.. TOTAL PA0JECT NO SHEETS 12 ORA 001 19.8/21.'I 21 157 RE ISTEO CIVIL ENGINEER PLANS APPROVAL DATE ~ ROSERT BEIN, WILLIAM FROST & ASSOCIATES PO BOX 1117311 14725 ALTON PARKWAY IRVINE, CALIFORNIA 112718 (7141472-3505 7)'!",: AZ-IJ CV~t!' (' Gt:/Tn.••~ « FAlSe t:"UKJ!I .455/FM&Y INST,. U.Art. ;..J ,p,e"x;q,;," SIPt;'W.iU.K ;>V,("'~ON #IN.:i4P COVe"A!' F".4L..56 Cd~.!1 M.ANflF.AC7VA'"t'P ~y AIJ$0Ct""'7"60 a:::>NC~o!'" ?,n:JPUCT5 1.-lc. ""'°' w~sr MC .A~TNVK ~VP. SANT.A ANA, CA 'lr7P4 TP-/,V.:,TAL.L..e"P-""'"A'"M.,,11N.V~.V,t'",!:,("'~ /N"T-CTI~. DETAIL /Co MTS. Sc~ Bl--/£ET JJO. L-(p f ~ =~~=~~==~ • co,ET CONSTRUCTION DETAILS C-3 cu 12-209 EA 023761 X a >-w a, ! a w 0: "' > w >- X w 0: ;l w >-C C <~ !t a;, ~ ~ d ' a>->-w<D a, >-a ~z a w "' uQ 0 JOO w <w :c 00 0 X < z "' 0 ~ • u ., . PA,, ! i ,t;; -;,,,5r. C.L. FE- ,16, MUNT. ,t't!JJP l 8t•llon ~ ho. , •. - w II I I I DIST. 12 ORA ROUTE 001 RE~ sCw-..i· STEocML ENG<NE PLANS APPROVAL DATE p BERT BEIN, WIWAM .o.eox 117 FROST l AB IRVINE, :II 14725 ALTOM SOCIA.TE CALIFOR,..A UHi CTl4~ARKWAY 411-3505 cu 12-209 EA 023761 .157 12 ' I L I CURVE OATA REFC.RENC£ d l X I "' ., tr STORMPRAIN ~T'J:J!;zt;. ,S;J!H.- r.•31'os" <JZ.78' 40°.Jtc/9' /7.t;,'J' !J"27';/4" SO.Of, ~-n'4r 29.73' (J'(¼'3J" 49..57' c-9"411!,4" 17~.84' 17")!}'/r,," 320.75 V I a >-w a, l1 a w w ~ "' w 5 ... w < • ~ a ~.; ~ □- ~ ~ ,,; d '>->-5l a, a, >-a a :'iw w :, z ~ "!2 " JO, w <w I 00 " z 0 ;:: < I-"' 0 ... "' z < "' I-... 0 I-z w "' I-"' < ... w Q < % "' C, ... j :::; < '-' X ... C, w I-< I-"' t auuon Exe. Ydo, Emb. FORM OC-OE-80•PF !REY. 1/H,) I R 9080Q 803.25' 25.()0' l82PO' /80.00' 45.(J()' 1027.00' 1or.1.oo· T ezzl,.'f~ ¼4-4-' 9z3· ,s.~· 14.90· Z7.(,4' 87./0' /(,/,(,/' FOR REDUCED PLANS ORIGINAL SCALE JS IN INCHES ' ' ' ' . ' ' I OST. COUNTY I 12 ORA I I cu 12-209 ROUTE 001 I 19.8/21.4 !_23 157 ·I- !EA 023761 ' ' ' - . , ' 0 ► w ., ~ 0 w w "' "' w 5 >-w -< "' 0 ~m • -< -~ o- ·I-: ~ w '► ► al., ., >-0 0 5w w ::,Z " "~ 0 JU, w -< w I <JO 0 U:- "' a, w .!5. w z a: a UJ z ;;j w >-• ::. u w fi: ~ 0 "' < ~ Cl z 0 ;::: < ... "' 0 <>-"' z < "' ... u. 0 ... z w "' ... "' < <>-w C, < z "' 0 u. I ::; < '-' u. 0 w ... < ... "' iii' NO. 4 \ #.5 !Z 9.5 7 45 z -a5 a1•UcB , .. h~. '1'40, ,~. CURV£ OATA REFERENCE d L SroRMORAIN 17"19'~• .3 0.75 32 <)/' l0'21.00 17.67' nsu -i,.'}8' 851.00 /0.~~· 45. ·851. 27 ,oRW DC-OE-DO-Pf (REV. 1180) •- 9.31' 14.!W "5.34' 58.?,;.' ,1 I I , I I .30 ~ I I '" "-a ~ " " . .,.:._::..-:. ="-=--~-P-12--- PLAN SCALE: /''.,,5d ,-0'"! REDUCED PLANS 0 ' , ~'.jil,;AL SCALI:: IS IN INCHES ALL!!' DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 12 ORA 001 19.8/21.4 .2"1 157 R ISTReo c1v1L ENGINEER PLANS APPROVAL DATE ___ :.:.a. . £Lev. ·1e~ :-:·.A·.a4~· : -__,5o=,fZ", • --· ~~----Lfc'/5' -- L~ .;c 7.?cS: LATD?AL@ DRAINAGE PLAN AND PROFILE D-3 cu 12-209 EA 023761 J. .Z4 67 ' 0 >-w "' a, > 0 w w a: ~ w w ~ ' a: 0 WG G ~~ ~ o- I~ .~ , '>->-al"' a, ~o 0 :'iw w => z " ol' L) JU) w ~w r 00 L) U:- "' Ill --w ES w z a: a w z .J ' w .J ~ :il 0 w > , ' 0 a: "' -,q; "-Cl .. z C, .= < .... "' 0 "-"' z < <C .... u.. 0 .... z "' :E .... "' < .-"-"' C, < z "' C, u.. j ::; < .., ' u.. 0 "' .... < 81011<>~ .... "' !tr '"· Ydo. he. •~- FORM oc-0£-110-PF {A£V. ,aol --I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES , ' ' ' ' DRAINAGE PLAN AND PROFILE D-4 I cu 12-209 IEA 023761 J.N.Z4Z!::>7 X 0 >-w "' "' > 0 w w "' "' w > ~ w "' X "' 0 i"= = "' " m o-, ;, ~~ ,: , ,; ~- '>->' al"' '"' 58 0 w => z " o!2 0 JV, w "'w ,: 00 0 z Q ... "' ... "' Q ~ ., z "' "' ... , ... Q ... z w :E ... "' "' ~ w C "' z "' C ... I ::, "' '-' X ... C, w ... "' ... ., ~-Ill DATA J,./! Re'Fl:Rf;Ala? .A L. If.?.?} f]..';16' ~.44' 34.'!>7' 34.?1' Fl17VRE 12' VCP .SEJVE/e PER SE:PA£4TE FLAN BY OTHERS 1-z.o 9,5 7.0 4.'3 z.o -as 8tallon '"· E>c. Ydo. ~-. r 90.(X)' 90CO' /00.~' 4<,a,' :;>:,:;;4' 41:.?_CO' G;;e! 4;.oo' /8. ff' 4~fX:l 18.01' 4r;,.co' 18 07' I -~ ~ . r- H': 3 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 1,1c _lil, ~ _\J . ' ~~~ :~ 1 ~ '" ' ' ' ' , 0 V-OITCH 5 1..-.1 I ALT::>- DIST. f COUNTY ROUTE f rJ?~T ~S~cr I SHtiJ~ sml4~ 12 I ORA 001 I 19.0121.4 I.2s 1s1 ~ - DRAINAGE PLAN AND PROFILE D-5 cu, 12-209 JeA 023761 ..,.NZ4267 X "' w x----w z X X a ia .. z "' ;i ·- /0.0 -· 6.0 Z.5 0 -Z.5 -7.5 SU!lon , .. Ydo. h~. = =· = -i----+ Emb. FORM DC-OE-110-PF (REV. 1/B&) JO I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' ' cu -12-209 1-- --1--- C--- !EA 023761 V.A./.242.57 • • X X ) .. '-x---- X X f,_ 1----+-----' w ~ >-----+--I ~ \j ~ ' >----+---I \fl N ,l-Z V) L -![__ -~ (l'-~ --+--'S!--1 ~ ~ ~ ~ <@ ---j - ~ &--";';,._ ~ ....... ~,__'--I ~ () ~ '-i ' >-OJ 0 w (f) > w a: w"' I-co <( -o~ ~ . (/) :::; --; '----o>-wa:i t-o <Cw ...J z ::, <.'.:) 0-...J (/) <CW 00 cc w w z C!l z w I- (.) w ..., 0 cc Cl. z 0 -I-c:c I-cc 0 CL. Cl) z c:c cc I- LL. 0 I-z w ::::IE I-cc c:c CL. w C c:c -z 0 w (f) > w a: >-co 0 w ::.:: 0 w I 0 -LL al a: -a: w ...J ...J -:E > a: <C (!) a: 0 LL. !J s~ Cl) ',) ~ ~ I\( ~ \J ~ /0,0 7.5 6,0 2,6 0 -2,6 -5.0 -7.5 Station I \ __ -, .. rtf . y1:· . r \ I •. -__ E:XJST, CQ,1/Ck'ETE !I _----__ 8ULKHEAD~~ •• __ .... ·-· --71 . - -- - .-. - -_-_ -. __ • _-.. ·-"" 8ULJ<H£AD OUTLET _ PEI< DET4!L 5HEE7 Nos. D-//~ 0-/& AND D-/8 . II II' •. -PP.OPOSED FINISHED • GuRFACE @ f Pff?E •. ij C0/4/ST. 8:38.Q7f..F. 9x5'RCB _ _,,:..~_.J<...____/-~-f """_:__,, ' &ii • . . '-.,_ 12 /3 \ ' \ \ ' NO. [I] [f'l [;37 @] @] @] -[z] ~ . ' . ·---✓------,-----. CURVE DATA 1<£F£R£AICE .c. L ' R T ! 1£ STDl<M DRA/IJ 'x,•1138"' 7-S.8&' /48,a,' 36.88' I, " " I " " " ,, ,, 1, " 11 ' II " II ,, " " " ,, /0.0 0 41'&7/,=J' 46,"14' C:,8.5:?' 42"4539' /(LJ, 79' 22.so' /J4'4307" //S:3.72' 1988.Q?' 59'1534' 40. 54' 45.DO ' 32"2315"' IZ. 72' 22.so' 4!0!53S' /620' 22.'30' zqo/~'le" 1-'3, 33' 3,:.?.CL.?, Z</,08' 8.BI' 81.91' c5.5<J' G.S.3' !347' 7,88' f7/ZOF'/L-E GcALES HOIZ.IZ..-I"= 60' . V£:R.T, -1''~5' P!<0POS£0 FIN!S!-IEO SUl<FACE @ f.. Pl PE-~ I . COAIST..<o.OOL.F. /81~RCP • CONST..J,f'0.00 L.F l8"R.C.P ----LATEIZ4L ®a. DIST. COUNTY ROUTE 12 ORA 001 REG TED CIVIL ENGINEER \j (j rj t!J ' tj ~ ' ' ~- ~ I ~ '-lj . ti.: I( >. \j -~~ I -~. \ ' I \j ~ ul( ~ tf) " "t:,i • -~ Cl'-~ ~ . ' ''f~ '----~ --~I •. ~ •N l -_~'Sf \) ~- ~: -~ (\j . ct . \) ~ ~ -lD -¥ () "l- ~ N ~ I'-~ . . q'.j ---t ~ \) \) -j.. ~ -COIJST 26G,OO f..F: /8" R.C,P. . CON3T 2600 L,F. /8'R.C.,C: LIA/£·@ 3 Z I POST MILES TOTAL PROJECT 19.8/21.4 C ~ _j ~ ~- '~ ..J ' l( ~ & ~ k: 115 ~ ti} >< \.'..., 'li ~ ~ ~ ~ (3 8 (.J ~ 8 (j -J. () \,J._j j 0 /,LT 2' SHEET TOTAL NO. SHEETS 27 157 /0.0 .5 6.0 2..S 0 dP Cu. tr======================:-------_______:__---'-------------==================~::==============1 rvY=ds.1§.Exct. =============================================================================================================3 DRAINAGE PLAN AND PROFILE ~-0-6 FORM DC-OE-90-PF (REV. 1/86) FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 cu 12-209 EA 023761 v.lJ.24257 \ . \ ' . X 17 H-* 12 0 9.<' > w <D 11 7 0 w w ~ 11 w ,, .. ~ w " ~ 0 ~-~ ~ m «-~ o--·" :; ~ -i'IO '> > Ii: <D <D s~ 0 w ~z " 0!2 0 JO, w «w z 00 0 < z = 0 ~ j ::, < '-' X ~ 0 w ,_ < s,.uon ,_ "' i!P , .. Ydo. E>~-·-· ~OIIW oe-Ol-tO-~~ UIIV. 1110 -- I I I I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' ' . ' ' ' ' I --,-- L_ -Le==-;- -, .ALT.~ ""'-1 COLNTV f>'.lUTE POST MILES ~1EWs TOTAL PROJECT 121 ORA 0.01 19.1/21.4 :ZS 157 cu 12-209 EA 023761 160 IZ.5 10.0 0 75 >-w "' "' > 6.0 D w w IC 11 w ?_5 w ~ IC 0 w~ 0 ~ !;;~ " o--".5 ~ ~ -50 ~ '>->-@a, "' ~fil 0 w => z "' u\2 u J"' w <w I 00 0 U:- IC m "' ~ "' z a a: z UJ "' ..J ,_ ..J u :I "' ~ > 0 a: IC ~ c( <, z C, ;:: < >-"' • C, 0.. "' z < "' >- ~ = >-z w "' >-"' < 0.. w .. "" z "' = ~ j :::J < '-' X ~ = w >-< >-"' it' 10RII 11c-01.-•o-,., (REV. 1111) -- I I I I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' ' T I I DIST. I COl.t,ffY I 12 / ORA I 001 "· :·11;:..:.:- ~ -- 'LT2 T~T ~T 1SH~I.J9.~ 19.8/21.4 I 29· ,157 :.:,-r--_ - ' I I I DRAINAGE PROFILES D-7(a} I cu 12-209 leA 023761 I ,' ,. [ ,' I i' I ' 0 >-w m \;, 0 w w "' "' w I > ~ w "' 0 lw0 • !;ie ~ o- :1 '.~ ~, !(I) .C!>' ,, o>-~ wm >-0 0 ,:lw w I=> z ~ o 12 0 JU, w <Cw I ; CJ 0 0 ii:' "' Ill w !=. w z cc " ;;J z w >-:I: 0 w •► ~ 0 cc "' < ~ CJ z 0 ;:: •• "" ' ... "' 0 0. "' z "" "' ,-., u. 0 ... z w "' ... "' "" 0. w Q II! •. , 7' "" 2 .a,; -~ -7-5 + _, I -·-+-_::::-·--~~-.. Li=---~:~:~:~-~-~-~···:.l--_-:: .. ::_~- -c+ ---"1=--" .,[ ••• :c7··--.• ·,+··'· ·-~r .· c.c·c·i=-. -----1 FORM DC•OE-QO-PF !REY. 11&0) I I I I JCAlEJ;; IIORIZ. t",,-~O' I VERT. I"" F' FOR REDUCED PLANS ORIGINAL SCALE JS IN INCHES ' ' ' ' I I I DIST -1 COUNTY I ROUTE l 1~1 ~T l9~Pl~Ws 121 ORA I 001 I 19_a,21.4 l_3o 1s1 • -··-----f -·.1 ,-.L -· - ----1--- ----•-' ... , . .. . . ----~-..__ ______ _ - _,.____a_ ,....!..L. c...Z_ -as ·f--- - - ·..._ -.. J--:-:: _ )DRAINAGE-PLAN AND PROFILE ~ ' D-8 -1-- I cu 12-209 IEA 023761 D > w "' a, > D w w ~ "' w > ~ w < ~ D • ~~ ~ <-o- ~ ::; ~ U) d ' o> > w a, a, ~o 0 <w w Jz ~ :, " (.) ~w w <w I (.)Q (.) ii:" ~ Ill w w ~ z a a: z ~ w ... = " :e w ~ it 0 ~ ~ < C, z 0 i'= < .... "' 0 ... ., z < "' .... ~ 0 .... z w "' .... "' < ... w 0 < z "' 0 ~ j :a < '-' ~ • 0 w .... < .... ., i!P =r. INLET TYr"tF6/ PE£' ~LT~,41'/S .sra /\0 P 7~ .SEE SHT.NO.P-2 CONTRACTOR TO YE.t'/,P"Y Ld INVt;RT6F30",ft;;l"1N Fl,t;'LP 4NP NOTIFY EMVNE.€R o.& .4HY Pl3C~PANCIES, s.,,wcur ,INP «~Ye .?.th.F ~06 .#.'CI" TYPE GI GRATE DETAIL AT EXIST. 3D" RCP SEE fl.AA/ $-IT A/0. D-2 J.C. MRAr- /,1,11'! ,.,I.ANS ,!;1,',ITALJ(..-7 I \ ' ' ' " " ' ~ '~ ' "' t~ "'~ ~~ ~ ~ " ~ ~ //L.aJn.taHr 1-1,ve -/ A @ a GRATE INLET DETAIL .:X:Al~: r 6 4' E£e ,qA,V S#r. NO. D-5 SECTION A-A TY,.,£ ~.I /NlCT C.IUTRANS .STO /YO. 0-T~ @)a EXIST. GRATE REMOVAL DETAIL ~ .PL4N SHT ;{/0. D-,!) wL.Er nm &j'SGo a:»J5TRUCT TYPE 61 INLET P'eK CAL7?eAMS .sra NO.£)-7.3----1 @a GRATED INLET RELOCATION AND CAPPING DETAIL SE£ PLAA1 5HI. I.JO. L-7 --Tyl""# SI I/VL.4!T -,tt' C,1UT~,,,1NS $TD. Na o-7:!I ~~ ,1HT.M,. P-!J ,j -- 'XI.ST. ~,;;-~,1L.# .1Nr ,va o-7' r~A",-,n::,,,-;,:: .1LPr~ ·~c] ~AK OUT CONC. TO .4,,.,PROX. LIMITS Sl>OWN, ,f't:'-GA.'r)UT Alf'OUNO ?"!PC WITH /:e MIX: MORT41f', FO.'f'M IN.SIP'-" OF JZ/NCT/01:{ STRUCT TO ~Vt°"" 4 .SMOOT# PINI,$,'/_ NOTE: .!JREAKOUT t:X/.!JT. CONC. TO ..,,-,-,tt::>X, l/M/TS .SI-IOWN WIT# H4NP TCXX.5. 70-ft:'H cur REINA::>RC'//1.t', STEdiZ .d!J /IICC/;:$.5,IRT-s,1wcvr 4,vo ~....-ove- e.Ot..F. 1.8''~1"" NOTE.· COIVT~JCT~ TO ~-"'1,-,>' /NV.€~ OF 14• ,n::'l"" IN FIEL.O ,iJNO NOTll"Y T#4! e,,,,,.,1,v~e~ F Ol:$C,,e'El""AhC/~8. OOT COU>ITY 12 ORA 001 REISTREO CIVIL ENGIN~ PLANS APPROVAL DATE POST MILES TOT Al PAOJECT 19.8/21.4 ALT'.Z SHEET N() 31 ROBERT BEIN,, WIWAW f'ROIIT I. AUOQATES P.O.BOX 11731 147Z$ M.TOH P'Al'«.WAT LAVINE, CAl.lFORNA 12711 17141 47Z-HO$ CONST. VdiVCT. STA"VCT. /110. e pe~ oe?'AIL S#T. NO. P-.!4 {bl.llT .SICJE J>IL£T j JOIN EXIST. MANHOLE DETAIL 6££ PLAN ,5,1/T. A/0. .07!] @ I TYPE GI GRATE DETAIL AT EXIST. 18" RCP -=ll" ?L.4'1/ ..5'-IT. ..VO. 0-3 @ I AND @ a CATCH BASIN AND J.S. DETAIL ~E PLAN :5f-lT ,t/0. 0-G JOIN EXIST. GRATE DETt.lL INL£T 7Y,,..41 OS ,..,.. C.,,L.T~.JIV8 STP. ,PU/IV KOP-1'.! . .14!&"~NTNO.P-3 JUNCTION STRUCTURE REMOVAL AND REPLACEMENT DETAIL .sc-c ,q/411 .st1r Alo. o-z TOTAL S>EETS 157 SC4L.t:.· /".4• SE£ .A'.AN 51/T. NO 0-b i----------------------------------------® k JUNCTION STRUCTURE REMOVAL DETAIL -SECTION .5€£ A.I T V. DRAINAGE DETAIL SHEET D-9 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 cu 12-209 EA 023761 J.AJ.Z4Z 7 X 0 > w "' "' 5 0 w w "' ¥! w ~ w « "' 0 X ~~ • o-~ ~ ~ ~ '° '> > elm "' ~o 0 :'jw w c,Z ~ o\2 0 JOO w « w I 00 0 U::-"' a, w !5. w ~ "' ~ z ;J w ~ <.) ::E w > cl "' "' < ~ (!J z 0 ;:: < ... "' 0 .. ~ z < °' ... ~ 0 ... z w "' ... °' < .. w C < z "' 0 ~ j ::, < '-' ~ ' 0 w ... < ... ~ di' STANDARD DROP INLET DETAIL DRAINAGE T SYSTEM NO1s@<r)@@ ----,i,..-,.--see Sliffe.ner Detail hereon o, ~ ' '}" • ~ ,, 3(). 33 ,.. I• 3,6. 3'3 ,. 148-1,·. •. ,., 22 48 !il' 14!1· 20 !i-4"• -.7• "" .. 60·63 11.5· " •• 10,.5• 34 • D1 RISER C.S.P. 2 OIAMETEA GAUGE 3 ,.. lo 27• 16 ,o• " ... ,. • 42" ID ••• 1% ,,. lo • •• 10 NOT~: ,jE,!: /Je'T,,1/L SJ.17 0-1/ PO-e R/$eR INLeT BASIN I I ~ • I •1 I. I I - BOTTOM VIEW TOP PLATE '"'1:idin,,citio, 11111,n Ol'MMM "' lhow11 on plan.-.. ' ' ' I I \C.S.P. 0.D. :)\ -' ~nploca 3/4" Hole to I / match top plate_L..... w ~I ;1 /''''•·· , .. s: /// J.o9J1 ///✓-~ 1 ----1,.·s11■1 p1otlll OE TAIL-PLATE STIFFENER \ ',----~f----(\ BOTTOM VIEW CAGE RETAINER RING 1. Riser pipe shall extend to "elev . .._~ '-Sid. qalw. conn-trtion bond. /-c.S.P. 2. Elevation a, dl, d2, 12, are shown on plans ). Corrugated steel pipe shall conform to aasho m-36 4. Grate assembly shall be galvani:i;ed after fabrication S. For d, 54" and larger, weld 1 1/2" X 1 1/2 lC 1/4" angels to plate vith l" welds &t 6" o.c. 6. n= number of bars on grate assembly 7. Gage of pipe for diameter d2 shall be same as f:,r riser 8. Riser and stub shall be shop fabricated and gal.vanized after welding. XO-C-3?50ll:WC. 1(~-"'v-f-ir-- wre.- ,..-R.C.e Aa STEEL Cl.EAR IS i: 4.r4W2.9.dt'2.9WW.F. --No. 3 ROCK CONrtNVOll:J "-'I e • ·\1Zi-t~"'!!f.r. ,o o.c • ALTERNATE JUNCTION Scarf and weld HOLD -DOWN .3'' af FV.C. W££PHa.£ e'/o'O.C.-UPHILL / .StOE." OAILY N0.3 ROCK CO,VTJNUOU5 (p:f M,4X SLOf'E wz.q~ KJz.q w.w.F. -c-.32~ cQ1K. NOT/:: ,!/';,15' ~CP ,.-K'OFIL£ dAIO 7R4N:JITION PE/If .l"',('OF/t.e l"liK' .l"'l'r(J~ILE SNr. .VO. 0-3 eKASTa:::><,C-~.::;,:..,~ 4,(..0~.=-~ ~~"6T.~ ~S--~ . < (D I ~Ow4TIONSNOW7V4NP ✓0/N IYITN ?'OAC. T~AN5. -------- v--=~ ~'f!?}:,;,:Md&,,n, Y-PITCH JUNCTION -TRANSITION SC4L£: 1°=4' ~c flMI SNr. M?. P~ SECTION A-A -,-wr..,,..w;z.-,w.W.F. l"/P.Y.C WffPhOl.E ., IO'oc.UPllllLS"tl=ONLY s ~ NQ • ..3 An::'K CD#TIMJOU:J DIST. COLt,iTY ROUTE 12 ORA 001 AEGI~ CIVIL ENGINEER PLANS APPROVAL DATE POST MILES TOTAL PROJECT 19.8/21.4 -32 TOTAi. SHEETS 157 ROBERT BEIN, WLWAM FROSf I. ASSOCIATES P,0.80X 18731 14725 ALTON PARKWAY IRYINE, CAUFORNA 12711! 171-tl 47Z-:t505 PLAN SECTION 8-B .e"x~•..,.,:11,:,..~•~ ~M' ..-VA"Cl,r1r INTO ,-(,,4&4' ~X/67. l"'_.,A'l'l"'W...,Y C'//LVel'(T-~ 8NnJ. Na P-~ JINPP-, PLUG EXISTING PARKWAY CULVERT DETAIL O+Oo. 00 € /AJT. LAT.@ -frl-C0.00 '£ LAT.@ CCM./5T. TY.OC 61 IA/LET PER C4LTl<AAIS STD. A/0. 0-73, H•.3.5' UPHILL j~--~•~'-~o~•· ----, $(OE-I '-0" 5(;,0• C -!JZ~ COM;. DRAIN DETAIL 5CALE; /"<> ;?' .Se£' PUN 8,t/T. NO. O-Z tYx0,"x/G" 1'-0" IU4SONRY C/A//T5------_ d" . ~ " ,, ' "4 o::ur. @ca@ b SPLASH WALL DETAIL CONC.''v'' DITCH DETAIL .SC€ RAN Sl{T. M7. 0-3 @ CONG. "V"DITCH DETAIL S5E ,ct:.4,V 5-'ff." ,VO. 0-4 LATERAL @ DETAIL -UC SHT. 0-S FOR PLAIJ @a TERRACE CRANAGE DETAIL SHEET D-K) tOR REDUCED PLANS JRIGINAL SCALE IS lt'I INCHES CU 12-209 EA 023781 =::..._,=================!____j_~--~--------------'-------.=..:._------:;c.,,.,,,..,,..-' ,l,N.a,t 7 7 X ,. m Q w "' > w ac ~~ <-a- ~ .m ~ ~ ' a>-wm ~f;:l :, z "~ J<n <w ua "' w w z a z w ~ " w ~ Q "' ~ z 0 ;:: ~ "' 0 ~ ~ z C "' ... ~ 0 ... z w ,. ... "' < ~ w C Q w "' > w ac w ~ < Q ~ ~ ~ ,. m Q w " " w ~ " ii:" Ill ~ a: ~ ► a: < Cl 4 A7 cavr: SPuce w)i"w FJiVM f;X1tir. CAP B~M CoA/ST JOIN Exrsr. ve.er. .ef:'11JF'. *1~'1· e:AcH FAC& I JLL:::ROx.t,or,:ora,sr.nu,va a OOLKHEAD OUTLET DETAIL -145!, .. 'q \ ":::£6 Pt-AtJ. SHf. N.O. D-~ Nor£,a;JNTRACTOR SI/ALL SURVEY MONITOR £LXJ£0r"l"llE ,..-O,R LATERAL MOVEMENT TOWARO THE HAR/NA.NOTIFY ENGINaRIF MOVEMENT l;XC££PS J;'ANOF'ROVIOE TEMPOIUR'f'rlE.fJACK:1 U.Vrtl CXWCl?ET£L,a.J< IS CO,VSTRUCT£0. I V"ffi!<i, -t« rv,.jJ :'°2~c~c;.,c-:a;;:coa~aw2':"'"c,,7"i=~ AT a:;>,vr-e..tCT0-0/'T, I~ C(MJT/NUOU!> f7e:J?:,//l){,)5 eA'.:"'1U..- MAfE.12'lAL.. @ CONG. !?RAIN~! Dllt\l c;ep.,IL .S€&-Pl.AN SHT6° 0-"j~0-:3 ®§~~N 8RE.4A"CVT Df7A,<e_ .:SCE R4AI S-Vr.6'. .0--4 I P-5 f01l1' DC-0l-11-P, OltV. 1/ttl ,,_ ,,K_,, W~?,J<W~q WWF ri fi.:.0-C-32':iO~ OR P~ &;'.O,W.,Y M'IX .dl"COh'T~.dCTORS OPT/ON ,f"/5,e,f' r!'=R n.JIII .4/YP O.iT,,t/L .Sh'r. NO. 0-10 .SeCT/0/V A-A N'T.!I \ I ---+----f-+ t---+- 1 I \ I A .,_j RISeR INLeT (?A8/N PR,4/NAt;,e SY.5TEM NO:I @®@@@@ NTS. Jd.A.C.J!!S .,,,.~ .'¢~ L• ,:,~• L,•4,6' ----.o,;.;r M' ,I-./,~ ~/4<1N,(""=-~ ~,.,..,_. w/1-~,._.,,..,,,... ~~-"'""'""" ~-::;z-...._..~ @G47Ei? 0/V&e;'/OA/ OE72//L Nr~-62"" fiAAI S1/T NO 0-5 FOR REDUCED PLANS --C-N.-:0 CONC, /,e' At/"' St'.FAft?F/.<:4 .£n'NO. ,0.4 (?)@@®® CONCRETe cNCAScAfeNT Pe'T.4/l. ,Y. TS. /0' A.C/S.V~.d~ Or'E.-ff:AY ;~~~ ~~;;~:;n"O <J>n CO/YCRETe elVCASeMENT PeT.4/,L. N.T.~. ~ P.cAN 5#7: NO 0-3 ORIGINAL SCALE IS IN INCHES ~------------------'--------·-·-··-_________ __J_____:=~=:.:::..==--'==="'===='=="=='-- OISt. cou-.rv IOUTE 12 ORA 001 POST MILES TOTAL PROJECT 19.8/21.4 PLANS APPROVAL DATE AO&ERT BEIN, WIWAM FROST & ASSOCIATES I" .O,&a( 117:H 1-47:U AL TOH PARKWAY lR\IINE, CAllf'Ofl.NA 1:1:71117141 471-:HH J./7' i ~~HO CI/Tt:Y, WA(.:; ~l~.-.0 /,Vn7 INY~,t:7 6t!J6 ~ .1.MOW,V ,157 ,t't:,!!I -IN..-i!::>At"Pod ..-e GU.~ $Ta A:.4,V NO. 0&0 TYl"'ICAL. CUTOrr W.IILL Pt:TAIL N.TS. &\EE Pt.AN MT ,w. 0-/ cu 12-209 DRAINAG: DETAIL 9-EET D-1/ EA 0237111 ,.O.l.24257 X --x,-------l X ! • ' i B L. \ Siu Md )JKinf; ot ,teel n !.hown , on dr•inafie plM,txcept thli 5 ban . on Heh )ICM of sh.i"t Y11H bt not sm.1lier :thM '5, 4•u .. or tquNilent. A7 PLkN (Sh.ft not .i-.1 I B .J PLAN (Shaft not shown) 51>.-> n,,-c,4"u.,ol ,n shown ter tr_.._.,. sltl'I on dro.1110.qa ,t•.nce,t Mf Ins thin 4 5 W.-p fht,e b•s IMtf" bn that hM betn '" hr wit o9ffi"1 0-·... • .... • "".. .. .........,,. ~ N 1i r': ~ z 36' PfKo.1,t C.~n<=N::'•::..-:•:'f"=--1t==l=:::...t1 ;_ mo.nhola v, ., • '•· :' •/:?:··:,: ... fl\l.t fl'N'\d l•lvMzed stttl $1tps SECTION B·B MANHOLE FOR BOX SECTION STORM DRAIN If SECTION A-A I -~·~5~ff!tif14! __ 2-45 bM14'kw'C••fo.c Su Nokc4 W bars ri,rf,r"'C Wlih construction ot stwtt ft bend• ~•ills Shat-t 1s tor bliNl Stet.on 1w itf MANHOLE fOR ARCH SECTION STORM DRAIN • I .. , .. Tolol Oun 12 ORA 001 19.8/21.4 34 15 ROBERT BEIN, WIWAM fAOff I AUOCIATES P.0.BOX 1117311 H7H ALTON ,,,.._WA't IRVINE, CAUFORNA 12711 171.41 472-HH I. 2. NOTES Depth M: When depth M from street grade to top of pipe seat i1 less than 2'•10'l211 in paved streets or 3'~611 In unpaved streets, construct 2 ft. diameter shaft, using corlcrete rings; otherwise construct 3 ft. shoft os shown on thia pion. Optional construction: Dimension from outside top of arch 1torm droin to top of pipe seat shown 8 inches on this plan, may be increased at option of Contractor, except that in so doing M shall not be reduced to less than 21..:10 ~2• for paved streets or :f-6" for unpaved streets ond that reducer shall be uaed. 3 Unreinforced arch: When specified with unreinforced concrete arch storm drain I construct manhole os shown on this pion for arch section using two • e, bars. 4. Reinforcing steel shall be round, deformed bars placed 01 shown. 5. Unless otherwise shown, steps shall be placed 12" on centers. The lowest step shall be not more than 1611 above the ledge at side of manhole floor. 6. Rings, reducer, and pipe for access $haft shall be seated in i:2 cement mortar and neatly pointed or wipe:d inside shaft. A. B. Manhole frame ood cover per Standard Pion B7· 11 Step detatl per Standard Pion 072 and 075 detail 1U451 • D-12 ! , MANHOLE NO. 3 (M.H. 3) . , j l , 0 DRAINAGE DETAILS li•LL--------------------------------------------.,------------------------,-------------L-------....:....:c,;_,,....:....: ___ ;:__;:__....:....:....:...c..---------1" \ cu 12-209 &<f 023761 •-----I • , I l m ~ l ~ t ~ ~ I ~ I !oin1 HD U" 0-- A L_ 0-- TT Concrete rings ond reducer -------~ 35• Precost concrete pipe MH ----~ ;., ·~ PLAN (Shafi not shown) A _:_j AN 1tu1 r•Nlf•ree111ut •4 JI' 4"o.c. Station point lateral Street 9f'"0de 5~ .11 2• Pipe seat Round edges of inlets Elev. 's' SECTION A-A r T .--1 I I 0-- J " SECTION 8-B DETAIL N PLAN { Shaft not shown) ~ Station point AU 11,,1 reinforcement •4 • 4"o.c Coocr1le ~mgs Sprin9 lme Seti Nole 7 T 3'-6" M H Frame and Cover s,, ... QfOdti 5•ic 1• R1n9 seat 12 ORA 001 19.8/21.4 NOTES ROBERT BEIN,, WILLIAM FROST & ASSOCIAT£1 P.0.BOJt 197H 1UH ALTON PARl(WAY IRVINE, CALIFOflMA tu• 17141 472-:ISOS I. Height H (in Sec.A-A and Sec. B-B) shall be not less than 4'-8", but may be incrit4ned provided !hot the value ot M shall be not less than th1 minimum specified and that tht: rfducer shall be used. For H (1n Sec. C-C) see Not, 4. 2 Length L shalt be 4' unless oth.,•ise shown on droino91 pion. 3 Shaft shall be constructed as per Sec C-C and Deta1I N whan depth M from street ;rode to top of bo:. is lu1 than 2'-101/2• for pGYed streets or 3'-6" for ~d street,. 4. Depth P may M reduced to on absolute limit of 6" when lor;et voh1u o/ P wouki reduce H (in Sec C-C) to 3'-6'" or leu 5 T sholl be a• for 'f'0lues of H up to and 1nctudin1J 8'. T lholl W 10• for values of H over a'. 6 Unless othttw•~• shown, sleP1 1holl b•. placed 12• on ctnte,._ The lo•HI step 1holl be not mo,, than 16 obo"• the ledge ot 11de of manhole floor. 7 Body al manhole shall be pou,ed in one conlinuou1 operolion, ucept tt,ot the Conlloctor shall hove the option of placing at th• spring tine o conslruclion jomt w1!h o lon9ifljdinal keywoy. B Reinlo,crng sleel sholl be I ~2~ cleor from foce of concret1. 9. Floor of manhole shall be Sleet-lroweled to spring hne. JO Rimjls, ttducu. and pipe for occe,, shaft sholt be seated ,n 1:2 c1me111 mOl'tor 011d 11aat1y po,nled or wip1d ,ns,d1 sholl. A. Mo~ fromt and ccw. P41r St~ Pion 1!7· I I detoil •u~,•- 8. Step detail p..-Stonctord Pion D72 ond 01, MaJ. M!rL J----For paved streets 1( 81/2 • For unpcwed streets 1s• 15" r SECTION C-C D-13 MANHOLE No. (MH No. I) DRAINAGE DETAILS cu 12-209 EA 0237111 -I ~ . , l I >-+- J ~ ~~ j " ) w H- J e H.::_ j ~ l I T,e bors Cone,.,. Crodle y L SECTION ,_._M TA'"'" OF VA UES FOR T " ),''' ... PLAN l!i" <1114• , ... <11,z" ;,,J" o" 24 =,1,~' 2 7" ~1,z" 30" • " 6114" " b11z" '"" Mil'llfflUffl depth ol top and bottom 1lob1 1holt bl .~ + 2" 1 ~H--H-- /Undllturbed Eor11'1 SECTION z'•L·z"· ProJttted o... y.y.z•·· NOTES I VALUES for A, B, C, 0, E, F, G, L, Elev R, ond Elev S shown on Oromog1 P1on1 2 PIPE shall be cradled m conc:,,r, 1xt1nchng fonq,tud,nolly lo 1' beyond the hm1t1 of L H• 1/2 ouls101 drom1t1r of p,p1 plu1 3" os o minimum Cradle may bl om11t1d on 11d1 oppo11t1 lot■ rol 1nl1I when construcled ,n conn1ct1on with u,11,ng p1~ 1l0<m drain ' 6 1 • • A and B BARS shall be carried lo p01nt not leu lhon J distance from nnter hne. J• 7/'.: o t ~~ ,, RECTANGULAR OPENING ,n mom l1n1 pipe shot! be cut w1lhm lim1!1 of F. G, ond L normol to p1p1 1urfoce without d0mog1n9 S111I TRANSVERSE REINFORCEMENT an pipe shotl b1 cut 1n center of openmg and bent 10 un1f0<m d11tonc1 from lop and bol tom of 1unct1on 1truclur1 OPTIONAL CONSTRUCTION, When Junction Structur1 •1 11 spec1l1ed on Dro1na~ Pion, the Controc10< shall hove fhe ophon ol con1truchn9 Junc11on Slructure-2, 1n which COH co,urrucl1on dote will be furn,shed by the Engineer REINFORCING STEEL shall be 1Y2• cl1or from (ace of COl"ICrete unless otherwise shown STEEL SCHEDULE: A and B ban -f 5@ 3" 0 C F bars -•4 pi 6" O C T1~ bars -•3@ 18 O C MONOLITHIC ARCH, When Junction Slructure"'I ,s 1pec,f1ed with re1nlorced monot1th1c arch storm dram, value O shall refer ro the clear span of arch Reinlorc1ng steel shall b,e cul and bent into 1unc11on slruclure the some a,, for pipe Concrete cradle under reinforced monolilh1c arch 1s not requ,red 10 FLOOR of structure shall be steel-troweled fo spring line II. ELEVATION S oppf1es or center of mom line on prolongot1on of mverl of spur JUNCTION STRUCTURE NO I {J.S. I) I I T,e bars SECTION G·G TABLE OF VALUES 02 or B F ~ T ,,. 4" -__!__;'i" -4,,. 18" -4vr 21" 5" 24" 51/4" 27" 5,nH PLAN " ... 33" 6,, .... 36" 6111" 39" 1" .,, .. ' ,· 45" 1st•" .. 51" 81/l" 54" 9• 57" 91 .... ,, " . , .. ' 66" I • 69" 10'1#' II 78" 1111<1" ' " 90" -lfF''. ~-14 NOTES i FOR ~ Im . F ANO T F or T ., ... I. VALUES !or A, B, C, 01, Oz. E. L, Et1v A, Elev B, El1y R ond El1v S ore 1hown on Orama~ Plans 1....... N L , 2 EMBEOMENT P shall be 5" fa< PIPI dtometers 12" 10 96" ond a• fof pi~ d1ometen 102· to 144'" F,.OOR of structure shalt be srul· trowel1d ro spong line 6 1 • REINFORCING STEEL shall be iJ,r cleor from face of concrete \1<'1!~,: oth1rw1H sho"° A and B ban n11d not b1 lon9er !hon th1 outs1d1 d1ogonol width of lhe lolerot spur STEEL SCHEDULE: ELEVATION S oppl111 ot cenler of mo,n line on prolongot1on of ,n-,,ul of spur JUNCTION STRUCTURE sholl be poured in one cont1nuou1 e>pe,faf•on, e~cepl that the Contractor shoU hove !he option of plocm9 ol the spring line o con1truct1on Joint with o lon91tud1n<il keyway LATERALS -Where !olerol1 ent1r on bolh s1du of structure, they shalt be du19nated on the Orainoge Plan as righl or left, focmg 1n the direction of 1lot1on1n9 JUNCTION STRUCTURE NO .. 2 {JS .. 2) I ~-1,~ .... I <-l - I .::;-'!:-1 - 12 IORAI 001 19.8/21.4 .361157 ~ £w:.-v HOlONALD ROBERT BEIN, WIWAM FROST & ASSOCIATES P,o.aox 11H3t 14725 ALTON PARKWAY IRVINE, CALIFQRt,IA 11271117141 472-350~ ", ,(._ -----·-' l,:."p• ~ T ,, bors • F bore . n .............. - ..., F bors ~ -he bars I:~ "Wbors .. __ v: __ ,_~Ji.------~oondE bors -~--r M 1-woya to be IIM4 ..._ I -----H and G bars B 11 60" or IIION. SECTION G·G ~An91e A _. Slol1on P01nt • TABLE OF VALUES FORT PLAN T I " ·;,....... I " or e11.1st. construction I " ,..... I ->-FF==7;1 i ,, W bars T,e bars 2 ' ,,--□ bor F bor1 I- ID ' ~ -f-·· ~E ;;;t , • .,... Und11!1,1rbed 1orlh 'Concr1t1 SECTION N·M·P'-0 Pro11cted on P·P'-0 NOTES " .. .. " 42" .... .... " 1" >- ~ ~ ' ~ . .. ' .. n , .. " . VALUES fw A, 8, L, Lt, Eley R ond EIIY S Ort e~ on Dro11109e Plan. STATIONS 1,pec1fi1d on Oro1ooge Plan apply at 1nter11ct,on of c..,._ liM• ol mom ltne and lat1ral EMBEOMENT P shoH be ~" to, PIPI d1ometen 12• to 96" and s• for pipe diameter, 102" to 144• REINFORCING STEEL shall b1 I½• clear from foci of concrete unlu1 ofherwiH shown. W BARS ore of 11ze olld 1poc1n9 1pec1t1ad for wall steel on Oromo9e Pion, encl lhall be cut ,n center of opening and b1nt mto lop and bottom of Junction •lructu,e ,_ .. OMIT H BARS when 1otht of spur 11 1' or lau below soffil of mo,n line, and omit G bors when invert of 1pur 11 1' or leu obove (Joor of main line 5 • Tie bars -.,. 3 ti> le" o c JUNCTION STRUCTURE 1holl b<1 poured monolithic wtth mo1n tine storm drain or monhole 7 FLOOR of structure sho!I be stut·troweled JUNCTION STRUCTURE NO. 3 {J. S. 3) I DRAINAGE DETAILS D-14 ,_,.. '<0 tl N I I I cu ,2--209.. &I 023161 -"'=..::..:.:.----~-----------....L....-----------------'---------------------L.......---------------.......L...---':.::.......-..::..:..: __ =........::..::..:....... _____ ....... A X • l I ~ l " t " ~ X l ~ l 0 •~ltllltrf lt.C. /Iii,. ---., __ -1--1---- 11. C Ardt * ---------· r, (Arcll) .. - ----- .L \ .... ·;. r l T (P,~),,, T tAr,:lt) _i._ ~~ -·.; r. . ___..,_...... I I I 1--P ($,. Nol• SJ -, I -_J -I I I I £1•11. A I / /$Ti:° '. T • ---)':; ;::-~ 1.T+tf"or r ~~-~-':;;,~ S•• No,_, • Y/ HCTION A-A ~ A ~· ;,. ._ .. _ _. _ _, • If. C. Ard* / ~ .-i.+-- ' L ,,T -If An• ,_., ....... • INrH•II .. -d.,_, ,:,rc,./.,,,llltHfcM er 1l•IJM cr•H - ••t:li••= ~I t i • ---+--- j 1 l':1lt:;;::;;c,;""""'db;;:~;~~~~~Jtt~ir°"''"""" c~,,,ut;/!5!!'._ µHit/: 6•• .,. orc.h to t,lp• -U•• ~o,u f JI ol IHI or orcll . -·: :· ._. •:. SECTION B-8 Bo.,. to .,-,;It-u .. c_,,,_ JI of bo• -R.C.BOJt PLAN S(CTIQN C-C TRANSITION STRUCTtH: NO. I NOTES, I. Valuu of L, Elev: A, Elev. B, 11'1011 be ae shown on tht-drolnaqt, plans. 2. Reinforcing steel bor sizes, spacing, pattern and cover over the 1tul shall be os follows, Box to pipe and box to orch-lhol of box ae~1on. Arch to pipe -lhol of arch section. Arch to arch -that of arch sec11on having th9 thicku walls. Box lo box -!hot cf box. 11cl1on providing thtt 9reohr steel area for each type of bor The bar 1,nglhs shall vary uniformly throuc;ihout the transition. J The concrete thickness shoU be 01 follow•: Box to pipe and arch to pip1 -tho! of arch DI' box 11ct1on unless lhf/ ""all th,ckneu of !he prpe plus 4 mchu 1s greot,r, ,n ""h1ch case the concrete thickneu 1holl vory uniformly from that of the arch Of' box uction to that of the prpe wall plu1 4 inche1. Box to arch and arch to orch-thot of the adjoining box or arch section of each end o! th, transition and shall vary untfOf'mly bslween the two ends. Box to boll. -tho! of odioininQ boll. 11cllon of each end of !he tronsilion and shall \lory uniformly betw,en !he two ends 4 The interior surfoc, shall be smooth and \lory uniformly between th, two odJ01mm;, ~ctions ,. 6 e. At pipe Junctur,, ,mbedment P shall be 5 inchu for pipe sizes of 96 inches ~r lu1, and 8 inches for PIP' sizes over 96 inchu Lt1ed con11ruclion J1:11nh of the some d1m1n11on1 01 lhose crf; !~ be:; or arch itl::l·O!'I me·,· be carried thrre.igh the trons111on 11ructur1 ot the confroclor'1 oplion_ See 54(:·.,:i_-, 8-8 or D-D fhi: transition structlKe shall be constructed in occordonce wilh the general 1tructurc;I note-. Qpply1n9 lo boll. or arch CUl\lerls shown on lh1 Stondord Plona. _Dowels ore required when taming to uisling 5lruclures •4 @ 12• to iblend 2'-0 into ex1attng 1tructuru .. ·, · 12 ORA 001 19.B/21.4 57 1-------------~·,; ROBERT BEIN, WILLIAM FAOS'T &. ASSOCIATES "1 P,0,BOX 19731 147.H ALTON PARKWAY IIMNE, CALIFORt-lA 12~18 (7141472-3S0S i 1 '----'----~------!! ' lt.C. 406 __ [ ,, ~ ' l 1 KCTION 0-0 TRANSITION STRUCTURE NO. 2 D-15 TRANSITION STRUCTURES NO. I a NO. 2 DRAINAGE DETAILS cu 12-209 a 02J1&1 1 ' l I l • ~ l " l ~ ~ ) ~ l UH a::--. I -- 5 12· MAX. -==-I rr Pllt.' JOINT4-+--7 EXTEND£XIST VeRT._,-J--+~ RE/NI: 3'<rJNTO NEW CONCRETE. ffi 0£TA!l A€ IJOTTOM OF ~AM /Ul.ff ANCHOR BEAM --,'----l I ----4 I 11 e.XIST. 11:,·1 TIEROos@ . @ J2'1"C£NT£R1 II fOIST4,c8 R.C.8. ,,, 7 sa,vort® U/ST. J·/TtE ROD EXIST. 10•.,, 3~8" W/0£ SHEET PILES Rt::UOVE AS REQUIRED Lr/NISHEO GRAD£ • REMOVE Ct:JNCRETE TOP SLAB R.C. BOX II ~ /, II I I 111 I, I I llJl rSEE 8UU.IIEAP ......J ~ourt.cT-«WL SHEET O·II TO CLEAR HEW fJOX Joi NOTE: --EXIST l.3 TlliS ( ;i; 8ARS SHALL 8E CUANEO ANO £,(,(8£00£0 IN NEW TOP 5LAIJIF •x·~z•ol?MOl?E IF ·x· IS LlSS THAN 2' CUT ANOR£MOV£ ,GtJA/?S. SECTION B·B 0 l T tr I 0 ,. 10· I 0 s· ,,. Io· •• , .. 1.5' 8' Jd' I 5· 10· s,· I 5' 10· 60' I 75 II •• 66" I rs· //' 72" zo· tl' ----- T >--- ELEVATION SCAle: f'8"•1'-0" BULKHEAD OUTLET DETAILS ALSO SEC DETAIL SHEET 0-11 0£TAIL NA" EXl5TING ANCHOR BEAM SCALE: }.;"•/'-0" NO rt, / Nc,o, or c.11161 p,~ Wh1,-. o,p1• .r a,rr,r1nf d,01n1t,rs 1r1 Jo,n,1d w,t/1 o con~r1t, collar_ i •nd T ~II bl tho•• ol" N,1 lory,r p,p,1 0 • D, or O,t_ wh,chr.,,r ,. 9,-.0/11· CONCRIT[ COLLAR NO SCALE .J Otnd rw,nrorr,n9 on o,P#, ?4 • ond l1ss ,,,., #,a_t,r 11nd on olf p,p,,s .,,n.,,.., on9"1 ,I ,s l1ss lhon to• R~,nrorc~nunl Sholl~ ,oloc,d I~· cl,or rron, 01,1/5,c/11 d1(un,t11r of" p,p, 0 0 CONSTRUCTION NOT£§ SAW CUT TOP ANO SIDES OF COPING AND EXPOSED FACE OF SHEET PILES TO AT LEAST l" DEPTH. AIR HAftlER MAY BE USED (AFTER SAW CUTTING) TO REMOVE CONCRETE. EXPOSED HORIZONTAL BARS ON SHEET PILES (3/B• DIA. 12• 0.C.) SHALL BE CLEANED ANO EMBEDDED INTO NEW ADJACENT CONCRETE. REMOVE ALL LOOSE CONCRETE DOWN TO SOUND AGGREGATE EMBEDDED IN MORTAR MATRIX. APPLY EPOXY BONDING AGENT TO ALL CUT SURFACES PRIOR TO PLACING NEW CONCRETE. REMOVE SHEET PILES TO NEAREST JOINT ON BOTH SIDES Of BOX CULVERT. INSTALL TEMPORARY CABLES ~ REMOVAL Of SHEET PILES. LEAVE z•o• OF EXISTING 16 BARS IN COPING AT EACH ENO FOR SPLICING WITH NEW COPING BARS. CLEAN EXISTING 16 BARS PRIOR TO SPLICING NEW CONCRETE. EXISTING 1 1/4• DIAMETER TIE ROD TO REMAIN. RECONNECT TO NEW COPING. CONTRACTOR PROVIDE TEMPORARY 3 /4 • DIAMETER HIGH STRENGTH CABLE WITH TURNBUCKLE AS TEMPORARY SUPPORT DURING REINFORCED CONCRETE BOX CONSTRUCTION. LOCATE CABLE AS CLOSE AS POSSIBLE TO CUT LINES ON THE CONCRETE. DRILL HOLE THROUGH EXISTING SHEET PILE FOR CABLE. WRAP CABLE AROUND EXISTING ANCHOR BEAM. PROVIDE ADDITIONA~ TEMPORARY CABLE ON THIS SIDE Of BOX IF CUT END Of COPING 15 MORE THAN 2'-0 FROM EXISTING TIE ROD. .J"-G" 11.5 €2 t;. EA. FACE , .--EXIST. SJIC.C:T L ______ _j_~~7='=='!c!,~"_::·,:c-_-r_ J PILE t~~r 7Jt3£0£RMINED INFIELD ~ f'ILE .JOINT DETAIL rrB" SCALE: 7R·~1~0· ..... 12 ORA 001 ........ .... , ...... '" .. ..... 19,8/21.4· 38 157 •n,uun CMl •-.. IJII ~-,.... ll&TI Al'1"110Y(0 __ 1'cl='IL ________ _ ROBERT BE1N, WILLIAM FROST &. ASSOCIATES P.O,BOX 1111311 1-t125 ALTOH P'ARKWAY LAVtNI:, CALlFOR,..A·t:H18 11141 412-3505 D-16 DRAINAGE 8i BULKHEAD OUTLET DETAILS cu 12-209 &4 023761 , I l ----~-----------'~-----~,-----------· ·- JJr,ssur, Monho,~ Fr:Yn1 ( Co.-e-r Sl!'r Sid Pion Bl-II 0 , ~ '1 ?J , > ., > ~ . ; ~ '-Mon/'/ole or Slorm Oro,n Cono'u,I Monhol, Fro~ ond C,:,,,·1r (Se, .5/d Pion 87-IIJ ,,-Cemenl Mor/or ' Om,/ und,rr Nol,r Z 1,,..-Std Cone R,nqs M,n 9· Mo" ;,:,• All Jo,nls Sholl be F,J/rd w,l/'J c,unenl mor!or nl't:t!i'I oo,nled or ,,.,,ped on ,ns,de of" s.';;1/'/ l Col/or of Cefflenl mol'lor around co.-er /'ro,ne shall b, omtlled ,n paved Slreels 3 S',u:,s sho/1 ~ 4 bend -1, • round 90Jvan1zed steel ond anchored not 1,ss !hon 6" ,n ll'Je wa//5 of" slruclJ.Jres {lnf1,s alh1r.v15l' sl'iown Slt11ps shall b, ploc11d I.?' on c,nl#r:J Th, low,sf st,p shall tM not mo}, !hon 16"" obo.-e lh,r l,rd91 al s,d, of ,nonho/1 rloor 4 tcc,n/r,c monhok short reduc1r and r,n9s n>alJ Dl1 µrecast concreie 7or unrt!'1nforced . ·,cl,ons "h,r n,,n,,num /1110·,tr,e,55 shall be 6" 3-,nch r,n9:S st,e/ hoop ,? hoops 5/'Ja// b, rr,nrorced w,lh an, ~ • round 6 ,nch r,n9:, shall t,., ,·,,nro,·ci .. ~,J w,lh Yor,oble 1,n9lh .51c/Jon:J of" rv,nf"orc,d monhole snort w,th st,,/ st,ps VCJlTICAl SECTION O,"" ilcJNFORCEO CONCRETE CCCCl✓TRIC MANHOI.C SHAFT STANDARD MANHOLE SHAFT A .. J .'Vales Ir .H.,s l1n /hon 1·-6-w.z·-o· If "H" ,s belw,un /"-li"o Z'•j;" W•Z" 6" tr "H" 1s Z'-fi" or more W• )·-o· 1r "H" ,s mor1 /hon o: br1n9 walls v111rl,a;//'f la 4·,o• b aw sur/"oc, .:1nd la1>1r from 3 o· /. 2· o· os sliawn "4 HOOP BARS /f,'ec:.~1c·o.'i<_,· !J,;;·,' ;;e . .i ends or loo ends ,,r .:,o,. 1t3· e 'H" "' mo11 !hon 4· o· O_, 3·.1f'· ror lop sf hoop ,n sno/"/. each low,r /loop ,n Su ess,an ,ncreoses .1-f·,n d1on,e/t!:r lo a m or 4·. 0 •. ,n /he ,·erl,col the Shaf'I ~f~ver lo be snu9 no! t,qhl /",/ Se! ,n 9roul ~• Moch boll by CJ' long --+--1--,c,.---->-,.--'<·> f .. • Sl,r,J JJ,o/e ; I Manhoi,r Frame ond Co,,er (Sid Pio/I 8 l· II} ,----c·emenl Marlar I (),,n,/ under Nale ,? 7/~;{;,~ c;~c ::_J' Max 18" Eccenlr,c J)recosl Cone Cone Reduce,,. Var1oble /enql/l JJrecosl cone Sec hons V(JlTICA/.. 5CCTION QF PLAIN CONCJl(T£ _££C(NTRIC MANltOI.~ SHAFT -~'-'--"'-Ll~ f/ d4f e·----- 1{¥----- OF MANMOlC COVCR. Pla/1 ~- ' OCTAi/.. ¥z l[TT[R O~TAIL Macli,ne r,n,sh 15· ) , .7 C _/ ~~~-. !L'. 'c:_c_i I J -.r .. J " "' -'-'"--~•"' f::'.~ "-'t-1 f" SECTION B·B Monhol#f f'rome ano Cover shall bt! mod, of qroy co:sl ,ran conf'orrn,n9 lo ,_,.,,. :aJ,-:st :sp,c,/",col,ons ,nonohl/11c ,v,/1'1 mo.?/10/e dru,n condu,J 2 All porls of !he l"nonha/ff f'rornl! und c,aV"f'r liClpl moc./11ned s,.uf'oces Sl'loll be cooled H"llh o:spho!Jum po,nl SECTION ~·A PRESSURE MANHOLE SliAFT 3 ,lfonlio/1 f'romr and COV'lr .s/10/I b1 /#!:slid li,r occurucy ol" 1"-I ond Sholl be rnork1d ,n 51/:, O,/"or1 d,1,.,.1ry Tne co.,,r 5,'?o/1 r,1 th,r f'rotn#' snu9ly Ou/ not l,9hJJy ,.., - J "3.! .. 1116· 5'ee de/ad /'or hale:s " L FRAMC -PLAN W,;,19hl 195 Lbs 11. ~ "" ' ----, "'===r=·=== ' ' ' ' 12 ORA 001 19.8/21.4 .39 --- ROBERT BEIN, WILLIAM FROST &. ASSOCIATES P.o.eox 19739 14725 ALTON PAFl<WAV IRVINE, CALIFORNIA 112718 17141 472-3505 C 1~ ~~ ' COVER· TOP Wr19l'IJ Z6Z LIi,. COVER -{JQTTOM W,1,;hl ,!6Z LO!J 10" JO" 57 Moch,ne l,n,~h 4 5 6 Sl'CTION C-C P. 551./RE PLAT~ W1,q//l 4Z Lb-3 ,.. ({ 9 ,, W119lll:s or llome, COYlr d O-? pressure plole shrill nol V'Orfj /hon /1110 percent from //"Jose q1ven herion USt!: slondord 1nanholf! Sha/'/ unle:ss olhrrw1:Je snown on dr,:,,noqe pion more D-17 STANDARD AND PRESSURE MANHOLE SHAFTS DRAINAGE DETAILS cu 12-209 EA 023761 • 0 > w "' <O > 0 w w "' "' w > r w < "' 0 w~ ~ ~~ ~ o- ~ ~ :I (.6 -; ci >-> w<n <O ro 0 <w w ~z "' GQ u ~"' w <w ~ uo u ii:' "' a, w ~ w z a: a z w w .J .J ... :i! u w ► ~ 0 a: "' <( ~ CJ z 0 j: < >-= 0 .. "' z < = >- "-0 >-z w :,; >-= < .. w 0 < z = 0 "-j ::; < '-' "-0 w >-< >-"' it' io11al .~ .. •.,·:.',.,, __ !- @e TERRACE DRAIN DETAIL f✓.T.S. f'IOOVLOE v•·x z· NJTC>< ,,. NEA,O-...OLL ....0 OO•-"'" It) f!Cnlv( GAAT!Mi. ,• 1/ -+-~-'c"'>=Y,/ I - -1,·L SECTION A-A l-Lz· I•· .,__J PLAN VIEW A -., GAL~ IIAltS .U 3"oc WELOEO I TO G,I.L~-.-4 SIJ...0/IT DARS. /. SECTION B-8 {XP<:.e(l.lf4"l'OIITilll<OI' "-AC:f:D UIC>OII 10<.T @b DOWNDRAIN TO PIPE TRANSITION N. r:s. SECTION A-A --j •• f- a-••"' •<kn ,..,.,,.,, .. ••WT 10' I• -•! w...,. •• ,</$ESS4.e'Y ---, ~..11~£RG"l40c a/ST.'CQ~8, SIV'-- nu::£ ,,dSHECE"~RY' EY.a«'B @a BULKHEAD CONSTRUCTION DETAIL ,v. T. S. CONTRACTOR SHAll PROTECT DUSTING SflE..ET PILE dl/LKI-IE.40 WALLS DURING tJOX CUL VERT CONSTRUCT/ON OF CcFFEROAM SHALL NOT DISTURB £%/STING BULKIIEADPILES. CONTRACTOR SJIALL NOT LOWER Tl/£ EXISTING OR£/XiE LINE ALONG TJIE 5ULKHEAO EXCEF'T AS NEEDED AT TJIE BOX cut.VERT RESTORE THE DREOGE L /NE TO T#E Qf;'/G/NAL EL£YATION AFTER. CXJA,ffl...£TIONOF BOX CULVERT CQVSTRUCT/ON. FOR REOUCEO PLANS ORIGINAL SCALE 1$ IN INCHES A L 5'-0" TRA,t/SIT/ON SECTION A-A E:XISr: SICJEWAU{ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT Al PAOJECT NO SHEETS 12 ORA 001 19.8/21.4 40 157 REG STE D CIVIL ENGINEER - - PLANS APPROVAL DATE ROBERT BEIN, WILLIAM FROST & ASSOCIATE P.0.BOX 19739 14725 ALTON PARKWAY IRV1NE, CALIFORNIA 92718 (71'(1 472-3505 ~---+--'\----\,-----";-- • : • • : • . . ~ •. ' . • • -.•. ' . . _.: ,: /8"R.C.P. z ... .,. ~ C4J~U.'r' $.PAC.Cl> JWe4? S/Pe SIK.WJV H'lrfl PAPI=,'?. G>tt~T COAJC. v-o,rcH SECTION B-B @w V-DITCH JUNCTION -TRANSITION ,ti. T.5. ~--~] ---1$- ------------ @ CATCHSASIN RELOCATION AND CAPPING DETAL .x:: ,.q...t,,vd<,lr ,-va 0·5 cu 12-209 DRAINAGE DETAIL SHEET 0-18 EA 023761 J.'1 7 ' I l • ,g I ~ l <ri ~ l :; ) ~ JOI!• HD tJ ~ D bars Station D bort A L. Coner,,, rinc;i1 cind reducer 36" Preco1f concret• pipe M.H --~ 5"x 2" P1pt! seol ------_ Sprmg lme _ See Note 9 \ ____ t a, I ' I ~ D z ~ ir ~ PLAN {Shaft not shown) r2'·d'___... --Street grade j J✓--Manhole fro me and cover 2 . 0 HI-_-_-_-~--_-_-_-_-_-_ "J'1 ~ ; ~ SECTION A-A'-A" ,,,,--E bors Tie ban \0 bors --Intel •◄oatian applies ot lhis point C ------_J ''-'--•4 \_ Station poml DETAIL N (Shaft not shown) -Optional outside face of concrete / Street grade !·+•')- Station point ~}- ,,-Manhole frame and cover ~ Concrete rings _.-:,,,--s•,. ,~ A1nc;ii seat Spring lme See Note 9 Ebar,-.. L r- N C 1 F ~-'/4,:~d 1dc;iie. le, :'i"rod,us SECTION C-C ( See Note 10) ~3"radiu1 . 0 bars _,. I ~! C ~ : fl,.-"8" U1 -F -T SECTION B-B E ban D bor1 0 L " Su Not• 4 ..l.LTZ. 12 ORA 001 19.8/21.4 41 57 >MCOOWD NOTES Values for Elev 'A', Elev. 'B',H.L.M or P and X are shown on U,e dro1noqe pion ROBERT BEIN, WILLIAM FROST & ASSOCIATES P.0.BOX 19739 14725 ALTON PARKWAY tRVINE, CALIFORNIA. 9271a (7141472-~505 2 3 4. 5 Center of manhole shaft shall be located ovu center lint of storm dram wht1n diameter O, is 48" or less, 1n which case place E bar symmetrically around shaft at 45° with center tine. Lenglh L shall be 5' -6" unless shown otherwise on drainage plan. Th1ckneu of 'F' shall vary when n•cessory ta provide lev•l pip• uot, but shall nol be lelt than .tabular values tor 'F' shown on this plan Reinforcing steel i.hoU be I ~2 ~ clear from face of concrete unlns shown oth•rwise. Sizes and lengths are shown ,n table below 6. Unle,s athetWIH lhawn-, steps shall be placed 12~ on c1ntlf"1. The law111 1tep shall be not "'°'"• !hon 16· above the l1d9e at side d manhole' floor. 7 Rings, reducer. ond pipe for access snaft shall be seated 1n I 2 cement mortar and neally painted or wiped 1ns1d1 the shaft 9 Bady of manhole shall be poured in one continuous aperotian, except that the controclor shall hove the option of plOc1ng at t~e spring line a canstrucl1an Jami with a long1tud1nol keywoy 10 Section C • C' When depth of manhole from street grade streets or 3'-5• fOf unpaved streets, conilruct monolithic 48" or less, center of shoft sholl b• located os per note ta tap of box is lesa shaft as· per section. 2. A. Monhale frame and cover per Stondord Pion B7· 11 detail 'u 45'. 8 Step detail pe, Stondo,a Pion D72 and D7!5 TABLE OF VALUES FOR F STEEL D• F D bars I• than 2'-1012 for pav.d Wh•n diomet., D is TABLE E barg 36' 611?" Diorn o, No.Ren'cl Size Lenntl-. tJo.Ren'd. Size Lennfh 39 7 36 • •4 3•.,a• 4 •4 2•-9n 42 7 " 39• 6 . 4'-2" 4 " 2'-11•, 45• 7 . . ~ .,. O· ·-· !5:4" 9" . -a . 60" 91·-· I ••• 101••· 42' 6 -•• 5 4'-6 1---1-" 3'-2" 4•.:.1()---·-__ -!~--'-§ -. 4 " ,_, 40" .._........_§_ _ ~ . !5' -1" 4 . '.'\'-7" ~-6 . .1~~•:,• .__ . . 41-9" --~i;_ _.i_ ~. " !'1'-9 • . !'§'-1" 57 • " 6 -I • . !'§'-h 60 • --.i--------=,- l-----_§ __ !'1'-11· ---" • -4 <--" 1--6!t • . ~-=-8" • . 6'-3" 69 I 72• 11· L. 66" • . ·r-o • . & -.t::-••• a'-•· • " 7·4 • . 70° 11--· 72" • . 7 -1· • . 6 --· 04" 12 " 70" • . e -3• • • 6'-•• ·9(),.. 13 •• 96" 14" L 84" • . 8-10 10 . •·-. an < •6 g• ... ,n • 6-o 95• I • . 10·-1· 10 . s'-e" 0 ban shall b• J>1oud 3"o.c. E bon shall b• 10ac1d 4"o.c. Ti• bor1 sholl bl • 3 spaced 11•0.c. or 1111. When L 9r•olu thon ~'-6"is sp,c/fied on drornoge pion, canlinu• D ban ot 6" o.c. L•n9th1 1hown in tabl• ore rar lanc;iiul ban. Wh1r1 1hort•r bars or• r1q11ir•d, bend or cut to m••t_ field r•qlfirem.,,t,. D-19 MANHOLE No. 2 (MH No. 2) DRAINAGE DETAILS cu 12-209 DI 023761 D bar1 w C bara Strut ' I l l l Ti• ban ! i ~ ~ . ~ I ! ~ ) 'ORN 11D ti ,f f----___ i ◄~~ F I o, -i F j • • ~ t or""' : .. ..-.:·:·: I :~ • PLAN {Sha ft not shown) --~ A and B bora M ~ / I <, / I Minimum z' -1011.1:" with payed ,trufl Minimum 3' -6" with unpav1d • tr11h ( Su Not• 5) --+--+--36'' Precost concrete pipe manhole SECTION NMP·O Proiected on P·P·O 5" • 2" pip• ,,at Optional outside face of concrete tt4 H ba,. 3'-a" lon9 PLAN (Rings and cover not shown) Street Grode \ ;-· Concrete rin91, end monhoil from• ond cover I -5H .. 1" rin1 1101 H bor Sprin9 line See Note 12 0 bara - 6" N ----id- DETAIL 'M' (See Nott 5) F bar I ~---1----~-1 ~ For owed 1tr11t1 11" 8112" For un owed streets rs" 15" 0 ban C hart TABLE OF o, F 12· ... ,.. 4114 . 18" 4111 . 21" 5• ,.. 5114• 27" 5112 . 30" ... 33" 6114 . 36" 6112" 39• 7" 42" 7112 " ••• 7314 .. 48" e" 51• 811z " 54" 9" 57" 91/4 . 60" 91n 63" 10"• 66" 10114 . 69" 10314 . 72" 11" 78" 113/4 . ••• 12111" 90" 13114" 96" 14" 108" 16" 114" 16 112• 120" 17" 126" 17 • 132~ 17 112" 138• 17 l/2M 144• 1e· Embedmenl See Nole 7 LONGITUDINAL SECTION VALUES FOR F AND T • T 12" •• 15" 4114 . 18" 411t . 21" •• 24" 5114 . 21· 5112 . 30" 6" 33• 6114 . 36" 6112 " 39" T" .,. 711t . 45" 7314 " ••• •• 51" 8112 . ••• 9" 57" 9114 .. 60" ~1/2 . 63" 10" 66" 10114 " 69" 10314 " 72• 11· 90" 13L'-4" 96" 14' 102" 15 1/2:" 108" 16" 114~ 16 L/2 120· 17" 126" 11· 132" !71rz" 138" 17112" 144" 18" . . 12 OR 001 19.8/21.4 42 157 o.-.1f ...,,.ov,;o,_~""-lu"'---------- NOTES ROBERT BEIN, W!l.UAM FROST 6 AS80CiATE8 P.o.aox 11731 14721 ALTON PAMWAY IRVINE. CAlJFORl,IA 12711 tuo 472-HOS I -VALUES lor A; 8, c, D1, Dz, E, L, Mor P and x. Elev.'R', El111.'s". Elav.'A' and Elaw.'B' •• shown on dro1na;a pion. Z -LATERALS If loterol1 enter on both 1id11 of manhole, access thafl 1holl ba locot1d on side rec11v1ng th1 ,moller lat1rol. Lotuol1 1holl be d11i9nat1d on drainage pion 01 ri9ht or left, toeing in the direction of stationing. 3-CENTER OF MANHOLE SHAFT tholl be located nu cenler lint of main storm drain wht!n Dt 11 48" or Ina, in which CaH place 4E ban SJfflmttricallJ around shaft at 45• with cente, lin• 4 • LENGTH L 1how11 011 draino;t plan. 5 -DETAIL 'M': When d1pth of monhol• lrom 1trett ;rode to top of box.is 1,11 than 2'-10 111" for payed 1tre1h or 3'-6" for unpaved 1tn1tt, con■truct monOlithic shaft 01 pu Detail M. When diameter D1 i■ 48" or 1111, center of. ■hott shall be located as par Note 3. 6-REINFORCING STEEL 1,holl bl round, deformed, 1troi9ht bars, !11t" cleor from tact of concrete unlen 1hown otherw111. Tie bar■ 1holl be • J and ■paced 18" on center, or closer Steel 1chedule detailed below. 7 -EMBEDMENT shall be 5• for Dz" 95• or less and a• for Dz over 96•. B -UNLESS olherwist shown, tti!PS shall be placed li'an centers The lowest 1t1p 1holl be not more than 16" obo,,1 th1 ledge at side of manhole floor. 9 -RINGS, REDUCER. ANO PIPE for access shaft shall be sealed in l:2 cement marlar and neatly .pointtd or wiped-inside shaft 10 -ST AT I ON S of manholes shown on uro1noge plan apply ot intersection of centar lines of main line and 1pur. II -FLOOR of manhole shall be ,t111 troweled to 1prina line. 12 -BODY of manhole, includin1 1pur, shall b1 pourtd in 'ORI continuous operation, excapt !hot th• Contractor tholl hove the opt1oft of placing at-the 1pring lint o con1tructlon joint with long(fudinol ke:,wo:,. 13 -ELEV AT ION "S" oppli•• at center of moin line 011 prolongation of Inyart of spur. A MANHOLE lrome and cover per Standard PIOtl B7-r / deloil 'u45' B. STEP delait pet Slandord Pion D72 and D75 STEEL SCHfPULE Diam B or 02 A 8B-bors CS F-bars D-bon 12" lo 39" ... @ 3• .. 4(. •• -.4@ 3• 42" to 84" #6 (3 3" • s ra 6" ♦5 (nl, 3" 0 0· to 144" •>7@ 3" •6@ 6" # 6 G) 3" D-20 MANHOLE No. 4 (MH No, 4) DRAINAGE DETAILS cu 12-209 EA 023761 t---- IIHES: I. FOR MINIIIJ/ IJ.LIIIAIII.E llASS If R.C.P. SEE STD. PLAN !61·0 1. IJ.L ST/Jll!/111 PLAN RffEREIUS REFER TO 11£ JII.Y 1984 [DITIIIN If "DEPARU[l{J If JIIANSJ'ORTAFION" "STA/lJARD PLANS" 3. SGII Sl\l!L 8( H/4" 4. IJ.L DRAIJl\G[ G/J;f[S Sl\l!L 8( BICYllE PRllif TYPE 14·1/X FRAllS, GRATES I COYERS R.C.P. ROCK SI.OPE PROTECTION 0 ~ 3 ~ ..._, t::i t::i ..._, ~ R.C.P. ISIJ.YAGEDI C.S.P. 1.0/9" IHICJH4 GA.I L[GEIIJ /Jll ABBll[YIATIONS 111D • IIIOIFl[D S • ST/Jll!/111 JJll{J TYP£ PVC· Pll.YYIII.YC/lllllD! PIP[ I· IIIH Ill • 1£ADIIJ.L RAD • RADIIJ. TO CONST \ REM • REIIIY[ SCSI' • S/.OTT[D CORRUG.\TEO STEEL PIPE SGO • ST!llll!/111 GIJTT[R OCPRESSIIIN OS,ll.,GO · ORA/1\GE IIUTS GJ·G6 [I • [Ill 1/J.L OST I COU,,TV l 12 j ORA j fOJTE l T~T ~ JSJ;!fT= 001 I 19.st21.4 j 43 11s1 s! g,;,&i "'"'='e'e'e'e c' f--+--ic3 =_ ~ §! ~ ~ = [g 5_ ~ = I:::: ~ .p. ...... ... ,-= ~ ~ ...., I= -"" V, ._, u') ~ ~ ~-8 ...., • ,-~ .• ~~!:cs ;::;t:3.....,.,., ~-===a::~ ;= d @,.,, ~...... ,. ts big ~ §;~.:::~~~a.; . a.;~ ~ ._, ~ ~ ~ ~ b 8 ~ DESCRIPTION STATION ~ ~ ~ d i i 1,e < "' ,:;, i ~~~"'I:: :'.l 0 j 0 ~ 1a • " "' " s1 ~ ~ ::.. -; " w 8 o ~ ~ ::i 5i :ii~::'!:~ d .:ii 00 ~ ~ ~ 0 --~ ;:::,:; ~ ~ ....-~ -~ ~ oo ~ __ ~ Sl ~ ....,. ~ j i ;::: = ~ [; 1 ~ 1 "' I .+...,....+JIT+)~+J~:jr:tjtijJlqII(ll:1£!:1£!+IC:\Jq::rr::j::rr::t=j:r.r+ICµI+J:qJI:\Jc:j:rr::j:r.r+Jill!+=+:cr:+=:!J:q::rr:j:::=µI+ICµE+rr::j::Il4:0:.:j::Il4=:pq:u;:j:::=J=+=J=r.i::j::a;:p:i+rr::j,_,..,...=.,=====-,--,,,.------+.,,===~=,,.---------.l-,;~'.,..j_;~_.j._:~'.._j 5 I-I 1n, t~ • lt II II II If IF IF It It It I If II 11 It I 11 I tA ti 2 I o 15.31 /5' R.C.B. E.W. P[R CIJ.!RINS STD, Ill. D·B4 STOIIM DRAIN STA. 13+/0 O·I I o \i he 3'°B 1 278.0 384,91 4.5 41.0 1044 L.f. 14'X5' REIN. COit. BOX PfR SID. Ill. 0·80 STOIIM ORAIN STA l'+TO TO STA 14+14 b .... .)\J 370 Lr. £MITH TRAP. OWffl PER TYP. sm. SHT. t«l. D-1 !/'ltM rn 1wo C a RIP RAP S/.OPI PROTECTION PIR SHT Ill. D·I STORII DRAIN STA. IOtOO TO STA. 13+/0 D·1 d e 10.5 1,800 4.0 41.D 10.0 L.F. R.C.B. !RANS. STRUCT. PfR D[TAIL SHT. Ill. 0·15 ,,. J<ti< rn ,,. J<t1' 0·1 e f 585 149,184 4.3 41.0 496 L.F. Jl'X5' REIN. CDIC. BOX P[R SID. Ill. D·BO STORII DRAIN STA. 14114 TO STA. JOt96 0·3 f Cl 7.7 I .7f..~ !.8 AJ r Ill I , 11 r M Ill. n-l'i ~1ruiu n1111u cu VltQfi lfl :-.1• _'\ltllfi 0-3 g h 17JB43435 1 '1 "I H'xs•11r11~1urAl1M11J\~mu1n-Hn S10RllDRAINSTA.3!+06TOSTA.33+58.II n-.'I h ; 6.7 30 I r ffi:iI SHT. tll. D-10 STORM q, ~WI!! II rn H n+00 11 0-3 i o>->-J ,6 84 ~m0fJIII nftf.l.! SJ.D.._,!11 ll-11.1 STORM DRAIN SRA. 33+58,21 0-3 J wCO CD k 135 171l PARAPfTWtl p[Rr&qimr,\m Ill 0-11J STORM DRAIN STA. 13+70.00 0-1 k ~ 0 0 '"=+:J=t==t:::J::'.:'.'.::+=+=l=+++++=1==!=+=1==r:=+=1=+==+=1=+=r:=+=+=+==+==+==l=+==l=+=l=+=r:=+=!=+=P!!:J:::;::t==l=+==l=+=l=+=~~~~i~i";;~;::====+~~iw.iijj;:j~~~ig;::jj:~W:::===1:$1A=+1:1 :3~ ~ J-I 208 3 11•111 "' STORUORAINSTA.10+74.14TOSTA.13+70.00 0-1,2 I (3 g u I M.H. Ill 3 PfR DETAI ~T !fl ll-lt srnm STA. 'S 3?+00 M, 37+00 00, 4)+00 IVl 0-2 1 :tffl ~ n ,.Ii SfllNT PER omn . ,~T m 0-ll "" JRt7t M rn m ~It()() 0-3 n uo u , " 2.2 lfU I 4 ltUT TYP[ OL/SGO PER CAI..TRANS STD. 00. 0-72 l=T' -m 1n+1t M n-? 2 a b 96 ' 4 14" R.C.P. STDRII DRAIN SIA. Otl.5-0 TO STA. 0•96.31 b ~'"=--I~-=+ i'=f==⇒2==l===ii~==fiii=f=f⇒2l=l==l==⇒2==~==t==l==t=j~=l==f=⇒2~l==f=⇒2==l===t==l=~=t==t==t==t=j~=l==l==l==t==t==t=j~=⇒==l==i==t==t==t==t~=~=⇒MR[;INi. tcrni:~~-iCll.;L;AR;P;[RiD;ET;Al~L iSH~T.;'ll;·~o~-l~ 6 ~~~===⇒2]''j'Rll~'"a"wl~']11~1 i1~,n~T!"'~~~~~~~~~======j~==t==fj'S I-d 8 ~ I 36" R.C.P. "" rn lton_17 Tn m ltll7 ;A r1 -e 2.06 457 IIDHOI f Nl J PER 1i1 1All SHT flJ D-19 ~TREH STA. 30+~0 51 e a: ~ f , IS JU!.CTION STRUCTURE t-ll. 3 PER DETAIL SHT. NJ. 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"t-+"'""394+''+++--t----t-+--t--1-+.,,-+-t-t--t-t--t---t--+-+-,--t--+-+---t--t---li-+-t-+-t--t-t--t--t--t-+----t-+'1".T+.-!f--t:c"~°'-""!.-,:....GR!IT 11.J n ! l'JI t,r 0-73 ....51R.E[T <:.T& All+M "" h i 1111 S 6 l!R" 11 r ~ ~ 11ij,1u rn n•UT rn rn nfRR A• i I-+-'-,t---'l----t--t--l-t--t-t--t--t-+--1---t--1----t---t--t~1-+-t--cl--t--t--11---t--t--t-~-t--t-t----t-;;;98--t---1-+--t-t--t-t-+--1-+--t--t--t-t--t-'\_1+--1"'11s'-·~sc~sP~-------------t-s10R11"""nRA"'1"-N-"s1"'A.-'o"-',,...,4"'°7"'TO"s"'11~. "'o,~98"'.1l,L1----1--+-l--'J-1 k a~ .2 IR" m:~ STORM ORAJN STA, hOl.67 TO STA. 1•99.51 k 58 .1 18" SCSP STORM ORAIN S!A. 1•01.46 TO STA. 1•59.99 I I .15 "'1 1 111 SHT ~. 0-14 .\fRrH ,1+1n nt 1 n 16 RELAY [XIS!. 14" R.C.P. PfR PROF IL[ SHT. Ill. D·/ STR[[l STA. 3Tt39.91 n ' g h ' J .66 .66 .66 " .66 .66 .Bl 139 I 139 I 139 I I 139 I 139 I I 3,508 2pn ll1574p3 18.7(88 3,/34 I 13 6.7 170 96 94 9/T 135.6 I I 98 98 104 • " 16 844 FOR REDUCED Pl ANS 0/n<.ilNAL SCA( E IS ltl INCIHC:i 108 ' ' I 1.7 1.7 1.7 1.7 4.81 1.7 I 7 .1 . 1 .I ' .1 .1 .1 3 TYPE GI GIIAT[ IIUT TYPIC!l PER CAI.TRANS STD. Ill. D-73 r..I r, lt,J rT 1w1n1 ~•w 11 rnrna:. un 1,11 u-1.1 ,. . 1wr GI rnATr 11iJ n n~1n1 /fl IH.l "" IYPF f:I r :1-,!fl 11rlr.A1 rrli r.AI m1c11 PER 01 TRAN.~ sro 1-ll o-73 TYPE GI GRATE 11111 T li'P/CAI PER r!1 TRANS SID Kl u 7.1 18" SCSP TYP[ GI GRATE 1[£7 JYPICIJ. PfR CIJ.IRANS SID. Ill. D-73 ,.. TYP[ GI GRAT[ IIUT TYPICAi. PER CAI.TRANS STD. Ill. D-73 SlfET TOTIJ. a:.TQRJ.1 DRAIN STA /+~n M TO STA 3+77 .06 \IWH Ht~/\ M STORM DRAIN STA. Jt80.IIO 10 STA. 1t7/.05 SJR[[l S7A. 18•50.D0 STORi.ORAIN SIA. l•TT.05 10 STA. Ot80.00 ,rnR~ noAnl cTJ /Q,i~n M ~111~u n~'lli...S.IA n+1n A7 rn SIA ntn n~ <;[ORJ.1 ORAIN STA 30+10 u <:lll~U f\Dll!.l SH n,i11 H Tn n1 I+ 11: 11,i~I\ M nrmu l'\01111 rr, 1,i11 11 Tll )t1 o STORM ORAIH SIA. 31•50.IIO STORII DRAIN SIA. O+ID.4/ TO STA. Dtl8.51 STORII DRAIN SIA. 30•50.00 0·1 4 DRAINAGE QUANTITIES D-21 .. ·--···-~·····~1_u 12-209 _____ Je_A 02.J;~---· -. J,V.24257 h C d e f g h ' ' k . I -----·------·--------······-· . ---i---------· I ! J. l[r£111 IJll ABB![YIATIOH; OIST I COl.lllTY I ACUTE I T~T~~~ llll[S: llll -lllllflED Afi -Afllli[ 12 ORA I 001 I 19.8/21.4 I 44 157 i I. roo ilNIIIII Alllll/Jll[ a.ASS If R.C.P. S([ SJD. PLAN !61-0 5 -51/Jll!llll .!JIN! IYI'[ SCSI' -SI.0TT[O COORIX.IJ[D [Q)~ ffei D lNl ffei@~ @ llD ffei lNl u D u D ~ ~ STEEL PIP[ 1. All STIJll!llll PLAN R[f[R[IUS R[f[R JO TIC Jill 1984 EDITION PYC -PIIJYll[l\lllillOE PIP[ Sill -STN\ON\11 Gllll[R OEPRESSl\jj ~ "Wk~ If "O[P!RTIENT If TRANSPOOJATl\jj' 'STIJll!llll PLANS' / -IITH 0S,ILGO -0RAN!r£ lttiTS ~ ,, ........ ~IO~ II -ICIDIAll AEGI ~ CIVIL ENGINEE~ 3. Sill S/l'J.l B[ H/4' Gl-f,6 ", ~1' i 4. All 0RAIN!r£ GIIAT[S SWJ.l B[ BICYQ.[ PRO!f ff\'[ 14-11X Rl.!l -R!OI/J. lfi CON;! l [l -[Ill lALL zg J.Mt'.DC»W.D • i ,_,_.. ,~~~ fR1.1£S, I riio1rciioo PLANS APPROVAL DATE \• 1k I GIIAT[S I I R.C.P. R.C.P. c. s. P. AOBE.AT SEIN, WIWAM FROST • A880CIATES \ ~ ~ • -~ -.I',-: aw.. ... [',/ ~ COY[RS PO BOX 1•13• 14725 ALTON PA.ff(WAY ~~( ~" lS"1.VAG£01 ~ 0 ~ ~ l~IHE, CAUFOA,.A un, 17141 472-UH -?' c~y' !ii " d ., ei ~ c ~ al al ::'l 1.079' THIClH4 sl.l d 0 "' -= ~ "' ;, !ii I, ~ ;; ~ "' "' :li ~ =~ [;j [;j -i el ~ ill I'--, "' -"' --~ ~ ! g al !ii i,; "' I ~ I ~~ ;;a -;;a "' d -<;:! ; ~d I ~ z .., "' I "' !ii 8 !!l DESCRIPTION STATION "' ~ ~ bl "' ~ "' !!: ii ii -g:;; !;; ~ l'l j ::a el ,, sj :i i §i "' i,; "' !;l ~ "" ..3 ..3 g ~ ! "' "' "' i i § el !;l :g :::c ,_ ;;, r,, ;,, " "' '° ~ "' D al ~~ ~t ;;, ;,, ~ = "' "' ;,, ;;.; ;;.; I .., a; d Si Si d ,i -"' -~ ;;: = "' = = "' "' "' "' .., "' ,; > "' ~ ~ i ro I 5 " • ' • ' ,~ " " ' " " " ' " " ' " ll " " " " " " " ll " " " D .., w ~ 5 a ) 5.5 1~• R I' P I! ',,. '" '" ' 01 D-1 s a u, .., ' 1.97 ; ; 174 I 5.0 '" n I I =:t~• ~Tl -~l,tM IV1 b > IIS "'" •1 .., ~ .15 IIIIJ-11111,1 ~IHllrllJ!lf Ill 3 PIM "' Rtll1 ~G ~ D ' ' WQ Q ' )7 6 ,.. 'r, STOOM DRAIN STA. OtM 58 JO STA OtJO m D-1 ~-a ' a <-~ 0" b rrul!IIPINIUIIII ,111 "1. ll-1/'i SJORJI DRAIN STA. 0t30.00 b ; ~ ' 6 6 14" C.S.P. SIORJI DRAIN STA. 0>30.00 TO STA. Ot35.00 ' d 5,0 RISfR 1ur nn ut IAII SHI i,zJ n-111 SIORJI DRAIN STA. Ot35.00 d • .1 JUll:II0N STRUCTURE Ill. 3 rm D[T!ll SHI. Ill. D-14 SIORJI DRAIN SIA. OtM.58 • a> > w ro "' ' a " 5 14' R ' = 3~~: TO "' m D-1 7 a ~D D b <.., w rn I !R 11fl.l!! \HI I.fl 0-16 ' i Jz QQ ~ ' " RIS R I • I rm 11r All SHT tll ll-1ll STORM RAIN SU n..n C u J<n w a I) 6 14• SJORJI RAIN qA Rtl9 rn \11 Ot~' q d <w ~ uo 0 e .15 "' ' 111 \Hl Ill 0-14 STORJI DRAIN STA 0tM 58 e " a , .15 m 3 1>111 1)/ lll 'JJI r.11 1)-1~ STORJI DRAIN ST!. Qt0/.58 D-3 8 a b 16 Ill" r e p nnou 11D1H1 nt111 tg Tn M b C .66 139 I I,/ !Yl'I' GI f:11111 IU 11 rt~ r.Al •1 11-1.\ ,111111 n1 4?t,nM ' ii:' a "" .1 ,.. ' n, " rn Jt.t7 " d ~ m • .66 139 I LI rrpr r.1 r.11m I'-! 11 ICAI :crn1110-rJ sm • STA 41tnn M e w !!. .. w 51 a: 9 a I' ~ 3 I'll( IJtl&II :itll Ill U-14 STOOi! 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Sill W<l ll Hi(' Gl-r.6 ' . t All DRAll!\G[ lllATES W.l ll BICYllE PIIIXf TlPE 14-11X R!JJ -R!JIIAl TO CONST \ El -E/lJ WALL J J.MCOOWQ \ '-'-•" ~~~ I fRAl{S, PR!kM&\ R.C.P. PLANS APPROVAL DATE ti No. 3 31 91 • - i "-" i lllATES I R.C.P. ISALYAGEOI C.S.P. ROBERT BEIN, WILLIAM FROST a. ASSOCIATES &p. ~ • I ~ COVERS PO BOX 18738 14725 ALTON PARKWAY .J'q._,E L ~~'r-0 i ~ ~ 5 IRVINE, CALIFORNIII 82718 C714I 472-350!1 or C>.l\\ .. "' ~ ,11 ~~ ~ ~ ~ ~ :;:, 1.079' THICK 14 GA.I "' = .. 0 i -r ! ~ ;;; =!! ':5 ~ = izl ~ ~ "" ~ ~ i <;, [;j [;j ~ [;j ~ ta .. ~ -"'~ !,! ~ ~ ~ "' ~ i i ~ id aa aa = aa <;, d i DESCRIPTION "' I I~ "' ~ "' "' "' Se .., a" ~ "' .. ~ "' STATION ~ ~ -... .. = "' "' I ~ "' ~ g~ "' .,; .,; .,; ~ e' " s<i i ,,:; ~ -u "' ! '"'' '-~ ~ .. i~ u u ., ~ "' ~ ~ b:l ~ "' "' ,_ ~ ..; t:: ~ 0 al ::a~~ ~~ = ;,, -~ "" "' "' "' "' ;,, .., " Si ii; ali ali w Si "" "' a; --= = "" "' "' "' :::; ► "' -I i i i "' 5 ' '' '" ., . I 1,:, " " " " II ,, II " I ' " II " " II ' " " " 0 w " ,., ,., ' w ac "' w 11 h 40 • Otllfi,Y-t 5 ~ ,I "' ~TOOM MJ !H STA l,'1 IU ,r., II n w < I .I 139 I I' " TlPE GI lllATE P£R fJUl\J/oS STD, Ill. 073 STREfT STA 53+50.00 I ac 0 w J 1.64 111rn nu rrv1111111-11 /tl, ll-lb Slll'll DRAIN STA, 10+1S,j/ J ~-~ k R[lllYE EXIST. JUll:T. STROCT. PER DETAIL Ill SHT, Ill. D-9 STREET STA. 53+38,(l k < " o-I .54 JIJltTION STRUCTUllf m "J 1JfT111 :,nl U'I 0-14 STIJlll "' IN STA. 10+14.37 I ~ ~ ' R[lllY[ EXIST. CATDI BASIN PER IIJAIL 1111 SHT,lll. 0-9 <TIJlll DRAIN STA ~74.83 I "' n 48 '' 18' C S.P. 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Ill. 0-9 Slll'll DRAIN STA 0+10.00 <.> ' w ~ ► 0 ~ a: ~ < 15 0 1.07 I 54 139 I 1.19 IIUT TlPE GO nR fJJ_JRANS Ill. 1171/Slll Sf111 T STA. 73+42 83 11-1 15 0 ! C, 16 a 38 s 1.5 l!l." 0 r P Slll'll DRAIN STA. 0+1.75 TO STA. 0+38.05 0-8 16 a b 1.8 174 I 4.41 Ill[! T OS PIR fJJ_ STD. Ill. 071/Slll I ,3,5• STREET SIA. ~77.S0 a C lnllJ nl<.'.l U U 1,111/ Ill " 1.11 ll-~ 'lint DRAIN qA. 10tl7.85 C z 0 ;::: 17 a REIN. C(K, Cll.LJR PER DETAIL SHT tll. IJ·lb "' '+ " '"' 17 a i < h 56 s 1.5 36' Rll' em, MH, a+ " Tn 7S b ,_ "' C 1.6 1 I .88 170 I 3.84 Ill.ET TlPE ll P£R fJJ_TR/JiS STD. Ill. 071/Slll L,[Q' SJRE'T STA. 7+57 1 C 0 • ~ ' ID s l.S 30' Rll' SJIJlll DRAIN TA O+ i;n Tn <:JJ ~10 01 a ~ z e REIN. Cfll:. Cll.LJR PER DETAIL SHT. Ill. 0-16 Slll'll DRAIN STA. o+ID.01 e < ' s 6 rn 14' CSP <TIJlll~N STA "'I0.01 TO STA O+IS.51 f "' ,_ u 1.S4 1.54 ,,. '"" 'J-11 I{) ll-Q STIJlll IN STA 0+18 SO 9 ~ h ' " "' oro STIJlll DRAIN STA 101-0I 75 TO STA. 13+74 88 0 "' h ,_ i 1.73 1.88 170 I 1.31 IIJ rT IY!'t IJ ~11 r1I Iw1r,i,,: ,;rn Ill I I~ n• STREET STA 63•68.00 I z ' 158 s " 18' Rll' STORII DRAIN STA. 13+81.88 TO STA. 15•38 76 J w :a ' 1.51 457 M.H. IIJlllER I PfR ~ TAil SHT Ill. 0-13 STORM ORAIH STA. 15+41.60 k ,_ "' I 158 s 16.5 ,.. STORII DRAIN STA. IS•43.43 TO STA. 16199.69 I < ' 3 ' 457 M H. I t-,.ft 1:tl.1.11 SHT If), ll:1:1 STORM DRAIN STA. 17•01.54 ~ ' w 141 s 15.6 18' Rll' STORM DRAIN STA. 17tOU7 TO STA. 18•45.50 n 0 n 0 1.87 457 M.H. I ~, OCTAIL SHT. Ill. 0-13 STORM DRAIN STA. 18+48.JJ 0 p 154 s 10.1 18" Rll' STORM DRAIN STA. 18+50.17 TO STA. 10;QJ09 p < ~(El TOTAL z 1.J 11.0 1,950 5 3 1.54 138 778 374 10 56 2641 40 48 6 "' 0 ~ j :::; < u ~ 0 w ,__ "" ,_ ~ d1 DRAINAGE QUANTITIES D-23 I FOR REOUCED PLANS 0 ' ' ' le, fORM Dc➔o~-92-Pf ouv. 11!0) --ORIGl'IAl SCALIC IS IN INCHES ' . ' ' ' cu 12-209 023761 JN. 24Z57 l[f,[1111/11 /Jlllll£VIATIWS DIST. COUNTY I ROUTE I T(~Af ~,CT ISHr,i)ETl~l#s IIITES: llll -llll If I ED 12 ORA I 001 I 19.8/21.4 I 46 I 157 I. fill MINl\111 /UOI/JII.I CUSS (f R.c.r. SlE STD. PLAN A61-D S -SII/IJARD JOINT flP[ SCSI' -~OIIED CIJIRIG\l£0 1. All Sl//11/JIII PlAN REfERElfES REFER TO 11£ JULY 1984 EDITl!ll [Q)[Riffi\~~ffi\@~ @ [lJJffi\~u ~ u ~ ~~ P -POSITIVE JOINT flP[ STEEL PIP£ @r, ,Q "~ ! (f '11£1/Jlll[NT (f TRANSl'llll!TION' 'STAIDARO PL.INS' I -11TH SGJ -ST I/IJARD GUTTER OCPIUS I Ill ~ ''"'"''« i DS,ILGIJ -DIIAIIWI: lltilS II -1£1i11/J.L RE ~D CIV1L ENGINEER 3. SGJ Slw.l 11[ 1-1/4' t, ◄• IJ.l IIIIAIIWI: lll.ll[S SH!ll BE BICYQ.E PROO' flP[ 14-11X 1W1 -IWIIIJ. TO CWST t GI-G6 El -Elll l!ll ,_ ; ~~ ~ fll!l[S, RDCII SW'[ PLANS APPROVAL DATE • No. ~ PROTECll!ll R.C.P. 3/31/91 II-I- \ 1--..-i lll!IES t R.C.P. ISAf.VAf,[DI C.S.P. ROBERT SEIN, WIWAM FROST & ASSOCIATES~Ezp. ~ ta ~ COVERS PO BOX 19738 14725 ALTON PARKWAY '1',._,. ~~~,"t-~ I= z 0 ,a; " 0 IRVINE, CALIFORNIA 92718 17141 472-3505 OF 0\.\ ~ ~ ~ ~ ~ ~ 1l 1.079' THICK-14 GA.I s! in " gg § bi QC ~ s! 0 ~ i ~ w ;o 0 ! " " d = ~ ~ > ~ V ] 5 i "' ~ bi el QC i • ' ~ "' i to "' § ~ "' a ~ s! ,s !ii i lci .. -"" "' "' "' ;; "' s! " ~ ,_ i DESCRIPTION STATION ~ ' .. I "' 0: -~ z "" ~ oC: §! ~ -i !!a ~ °' ,,; :::; "' e' si ~ ::;. " :,, la ,s ~ ~"' ., WJ .; ~ el "' § § [il~ ,..; ~ § ~ "' cc ~ t:: ~ r~ ! ?e ~ .. .. .. 0 '-;_ " ~~ "' ,,; "; «u iii a<: .. :ii! ~~ = " -"' "' = ~il' ~ ~ ~ w -d Si Si " ---~ N -~ = = = " "' "' "' "' < :::; "' ,_ 1! i ~ i m ' '"' " " " " r;y II " If " " " " " ~ " " " II " " II " II ' ' " 0 w " .. w QC i I/ q I" 174 I 4.9f Ill.El llPE OS PER CIJ.TIIANS sm. Ill. D-71 l•3.5' STREEl ST!. 13'69.82 O-• 17 q "' w r s 6 1B' R.C.P. """ > r ~TORI.I ll\ rn CH 21tn IH r w < 5 .91 136 1£ADIALL PER CIJ. 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DBQ =!:t!t , m ro ..:1 .J,!'14 -b => z " C 4S I'"" '" I " iVI n-1~ '16+4..: .c;,,d D-5 C "~ " J"' w d 266 s S , "" oro STA 16t51.54 TO STA.19tl5.95 d <w I ·, ua " ' 3., 457 ~ • 11" J DJ:R ~TA• '-I-IH• •· 0-13 == ' ""'" "' 19•1 e I f I JtD DIVER -• '" All ~ T. n-11 lh+::\li111 f 20 0 1.1 J.S. 111.3 P£R D£llll S!fl.111, D-14 STOOII IIIIAIN ST!.=• ,:,o 0-5 10 0 b 168 s 5 48' R.C.P. STO!III DRAIN ST!. D+0/.50 TO ST!. 1+74. 18 b ii:' C 5.60 1.58 170 I 8.43 Ill.El TYPE 11 PER CIJ.TIIANS ST0.111.D/1 l•l41/SGO STR£E1 Sll.10t6J,OO PCH Ill RAif C « m d 84 , 4 48' R.C.P. STORll DRAIN ST!.1+77.1B TO ST!. 1+61.00 0 w s ' 264 s 6 .~fi• D P t:.lORU ~ 7t66 -~0 TO STA ~m. 76 x-··· w e ~ a: r 438 s '·' ~n• n p STORU O AIN -~+u Al TO STA YtP 1s; ' ~ z w 9 3.70 ,68 139 I 7.39 ,,. CAI T 111 071/SGO I ,7' l TA t84 68 0 w ::l h n s '2.44 lll' o SIORll TA Qt75-~3 TO STA 10+46 77 h r :il I 1.69 .68 139 I 4.16 ,,. "' STD. Ill. D/1/SGO L07' spnq STA 8+84.68 I " w ' " s " SJOAU STA. 10+40 QA TO STA !0+61 QA ' cl > « a: k 3.50 s . "' II.Irr ~Ill nrp11 ~I.IT 1¥1 ij-10 STORU lnt66.10 k ~ < I s 6 5" STORM llll!N STA. 10tf;I 04 TO STA. 10+66.10 I CJ I R IN. CCK riv I ID PFR llFT111 Ill D-16 <Tll!III RAIN STA 10+61 04 I 0 4.74 COtolETE ENCASEMENT PER OFT AU ml SHT. NO. n-11 STOOi/ DRAIN STA. 9+75.43 TO STA. 10•46.77 0 0 1.l .68 139 I 4.4! '" n • rn ~H ru "' 0-· I :7' 0 p 8 1.59 1~• n ,. o STO!III DIIAIN STA. Otl.4710 ST!. 0+9.47 p 11 0 .7B J.S. Ill.' PfR ()[JIii lHT.111. n-14 5111!111 DIIAIN SU. 0+00.00 D-5 11 0 b 14 s 1B' R.C.P, STll!III DRAIN SR 0+3.00 TO ST!. Otl6.67 b C 1.69 54 174 I 5.30 111.El llPE OS P£R "' TIIANS ST0.111.D/1/SGO STREET STA. Bl+o1. I I C z 0 "' < 11 0 1.03 < 174 I 5.15 11uT IYl'I. as 1'1-1/ I'll TIWIS srn.lfl.oTvsro STREET STA. 84+39.15 D-5 11 0 >-"' b 8 s '·' • R.C.P. STO!III DRAIN STA. 0+4.,i 10 ,ii. u,(1.00 b 0 , ~ C " J.S. Ill.I P£R D£Tlll S!fl.111, D-14 STO!III DIIAIN STA. D+4.50 C ~ z < "' >-13 0 REIN. CDII:. Clll!II PER DETAIL SITT.Ill. D-16 STOOi/ DIIAIN SU. o+oo.oo D-5 13 0 ... b 41 s '·' 18' R.C.P. Slll!III DRAIN STl.0+00,00 TO STA. 0+40.16 b 0 >-C 77 1.68 lrD I 1.4S Ill.ET llPE ll PER CALTRANS STD.111.D/1 /SGO l•/' STREET STA. 76+81.17 C z a 3 41 COlrRETE ElfASH(Hl PER DETAIL SITT. Ill. D-11 STO!III DRAIN STA. O>OD.DO TO STA, 0+17.0! d w ,. >-"' < 14 0 s 11 RELAY EXIST. 1B' R.C.P. PER PROFILE lHl 0-5 STORM DRAIN STA. 0•60,00 TO STA. Otl6.J6 0-5 " 0 ~ w b JOIN EXIST. IIUT TYPE OS PER DETAIL Slll.111.Jl:1' STREET STA. 86+10 b 0 C .JO J.S. 111.J PER DETAIL SHT.111. 0-14 STORM DRAIN STA. 0+16.36 C < z 70595 83,924 "' 118.2 cm 2210 7 1 3.50 .15 392 B 510 164 518 33.D6 11 6 SlfET TOTALS 0 ... j ::; < "' ... 0 w >-.. >-~ i!r DRAINAGE QUANTITIES D-24 I FOR REDUCED PLANS 0 ' ' ' I I cu 12-209 leA 023761 FORM DC·OE·i2-P~ (REY. 1/all ·-ORIGINA.L SCA.LE 1$ IN INCHES ' ' ' ' JIJ 24257 I ALT'. 2 X l[!Illl llll ABBREVIATIONS IXST, I COUNTY I ROUTE I 18?~ ~~T 1SHJ,ET1c,NWs llll[S: 11111 -llllllfl[D 12 I ORA I 001 I 19.8/21.4 47 I 157 I. fill ilNIIIII /J.LOWAIIL[ U.ASS If R.C.P. SEE SID. Pl!Jl A61-0 S -Sll/lll/lll JI I NT l1PE SCSP -SLOTTED Clill!!k;AJ[D 1. Ill 511/ll/JID Pl!Jl R[f[R£/US RffER TO l,~ ."'.' "" 'Ollllli [Q)~~~[/\!]~@~ @ []JJ ~ [/\!] Li ~ Li ~ ~ ~ P -POSITIVE JJINT l1P[ STEEL PIPE ~<:-<iM:2 ~ SCO -511/ll/JID GIJffiR OEPR£5Sllli If 'OEPAAll{Nf If TRIJlil'llllATION" "511/ll/JID Plll!i" / -11TH OS,ILCO -ORAINAII IIUTS ~9,0fUSIO,t-4,- Ill -flADllll AEGTEDCIVIL ENGINEER flt~"' '4' J. Sill SWJ.l BE 1-1/4" GI-G6 ◄• Ill ORAINAII GRATES SWJ.L II[ BICYa.E PROO" l1PE 14-11X RAO -RAOlll TO Cfl!il t El -[Ill Will '-!-•• '"~ii "~:.;7•0 \ I fll!l[S, ROO: SI.OPE PLANS APPROVAL DATE ~• ~ 3131191 ,.. -! ! GRATES I R.C.P. PROT[Clllli R.C.P. C.S.P. ROBERT 8EIN, WILLIAM FROST & ASSOCIATES J',1: ~ :'t-'--' i 15/J.VAGEOI ~ COVERS PO BOX 19739 14725 ALTON PARKWAY 4?< t:,'/;,'I:!-"-0 i t;; "" ~ IAVLNE. CALIFORNIA 92718 {7141 472-3505 OF C~\.\~ ~ s! g "a ~ ~ ~ ~ ~ 1,079" THICK-14 GA.I ~ 0 "' "' = "' ,' a, a, ~ ~ = i ! ~ iF ~ ; "" ~ " i ,'! ,'! .,j ,'! ~ ~ ~ 1il "' '---" I I "' "' --°' -" ~ "' ~ DESCRIPTION "' "' l1l i ~ci ! "' ~ °' a' "" "' I Sia "' ~ ~ ~ STATION ~ ~ -i i ~ ~ ,.. sj ~ "' ,ii; < :::I~ _, d ~ ea ~ "' § § "~ ~i ~ ...; ...; ~ ea ~ ~ ! 1"l "' ~ ~ ~ " ~ ~~ "' ,_ "' ;,, ;,, ~ ;,, ~ ~ ~ w a; Si Si "' = "' ;,, a; --~ ~ ~ --~ ~ = -~ "' "' "' -< ~ "' ;; iii iii ~ > "' m > '" ' :w, " " " " II II " II II II " " LI, " " II ,., " " fl ti ti " w 15 I 4 11>.I H TYPr r.! l'fR rll 1111U<: rn, Ill 111~ r~, 1~+11' ,~ 15 w QC a I . '"' a "' w b s ' Ii~• II r P flt~ "" Tl\ " D > ~ w C )' " "' ' "' Ill II-IA 1 rw11u cT1 n+1n ln C QC " ~; ~ " -:g 16 a 1 .. , .. rn ,., .... '" ffi =I\DIIU CTI fuM M 0-6 16 a ~ ii h 11\IJI\VI !VIC IU 11 1wr (V PIii [If ill <;I.II NI. nn,rn n+M M D -; C 16 s 1.4 Ill" II r P no, 1u n, n,/\/1 1\/\ rn llt?A All C d '"''""' Ir :a CTI 'i!ltRI IA " '> > e 1.69 -~ 170 I 1.19 11.1 rr IYl'f ti i,i.11 f.AI 1111u,;: cm Ill. I =JU' ,..., <;RtRI IA e olm "' f 166 s 1.67 Ill" " " n Mll'1 n, 11+~7 111 Tn ?t$111 77 I >-" " 9 1.50 1.88 I J.J8 llt,HT'IPrfl rT< 1 ltOA 1i <w w "" '" Ill I =Ill' ' Jz "' h = I fl~! IO' 1·;;11-1 l,!l~UI rT lltM nn 0 6" " JU, w i CTI 'ihtfil\ I <w I "" 0 J 4.87 ' ClllllETE fll'.ASEl{tlf PER OHAIL Iii SIil. Ill. 0-11 STORU GRAIN STA. Ot00.00 TO STA. Ot14,40 J 17 a JJ.1J ' I r .,. nprn n 0-IO • CTI fi?t0' M JO CT.I fi7tO ln 0-4 1, a b 43.63 ;·m I'! I f rtll,r 0V"III H'U PIii flF 11! lf 0-ln l:7tU ln Tn "'" b ~ ii:' 18 a ' "' h/i", IF+ ·v· DITDI l'fl( Ut Ill :,m "-II, U-11) STl![q '-Tl AR+\r.:t Tl\ qA 54+110t 0-J 18 a "' w 5. b ss 55 lf SPLASH WALL PER OETAIL SIil. Ill. 0-10 ' ~Jt\(\f Tf\ Cl SMl\t b w ·---z • a a: 19 a .OJ '"":::) 1·111v1~1s P>11 mu11 79 :ilif.0-10 e1 i H+O-. n-• 19 a z j w b .OJ Pl m: ?Q II-Ill • Hl + ~fi+IQ II· b ...J >-:ii 0 w JO a oumrn JO 0 cl > ~ a: JI a 45. IB ,,,, • "" > ., . ll Ill 11-1 : r \ ~.lfM "'1 Tn CH ,l/tM M G-1,J JI a ~ <( h 4.68 1=?' 1M nri 1.r 1-m•· •v• n11r:H "'~ 11, :II :,n1 U7 [l-1 A:+llfl M T/1 n+M 11/1 b CJ h 31.68 '="' '"" r •v• " ' "'" m . 31 :itil Ill 0-JJ f f <'Tl A/tM n'1 Jn A<;t ~n 1\/1 C ' 11.00 '=Ii' 10n "'1 1 .1 "V"11111.H ll Ill 11-11 ~ 1'+'""" Tll Cll A7tM M d e 4.09 hll-A' i:..n fV1 1.r IW.I' ·v· m l[Jj PU{ [Jrl ·" .'V-1I U' ll-1 I " n+nn "'1 T/1 A7ti:..ll M e J1 a J.7 ,rnrn 1•ri ' " " Ill 11-11 ~7 t'7 ln.1 J1 a z JJ a J.O 8 457 ""'~' ffi , Ill ~ I !lUIIU CTI ntM M o-, .,., a 0 b 111 s r.B b ;::: u:• II r_p n,,..., UJ n+n<:. ,~ T/1 ltl~ n7 < C "'" CO I lR '" I'll Ill 0-16 I no11U CTI ltl/:. n7 C .... = 0 X J4 s 6.5 "" e, J4 ... h 1 Ill" II r P lntA AJ Tl\ ~H 1n+rv:: r;n 0-5 b "' z C s 4 6,75 1~• " {' p =1 no, 111 CTI in+ni: ,n rn n1 In+no a C < d 7.04 ll!l"RIVR UH[ 111.1 n, 1n+n.11 JIA d = " 111 Ill .~NI m 1)-1() .... JS a 0.1 I I~ ~ I '-;!-JI tll D-14 STORM GRAIN STA. Ot00.00 0-5 JS a u. h 4 C 5 1B" RCP b 0 .... C 1.06 139 ' J.5 I/UT l1PE GI PER CllTRANS 510. Ill. 0-/J STORM WJ ~T J 0+04 33 C z " a ' s 1 l8"RCP STORM DRAIN STA. 0•1.08 TO STA. Otl0.00 0-4 J6 a w ,. b JO ~ """""'"111 llt lll .V1\ /,N] STORM GRAIN STA. O•I0.08 h .... = C 1.69 40 IF QQ\ilj IIHAIN rtH D[fA)l SHT tll 0-18 NIA C < a .6J rn t,ll n-lll NIA d ... w e 10.00 160 Ir ffRRACf GRAIN PfR OFTAII SH! Ill. 0-18 NIA e 0 1) a 19.14 J/0 lf TERRACE DRAIN PER OETAIL SHT. Ill. 0-10 SlE SHIT Ill. 0-J 0-J J7 a b 40 40 tr SPIA;)/1 w11 : Iii TAIi SHT Ml n-11! SE[ Slf[T Ill. 0-J h C ~ " " I 4.38 rv 11.1rr p n, FT lVll~ rn,~r:n 0-1" ±7~+1<.~ 0-S ~ " z ,, 0 172 139 I ,;, . EX. WLET11 C1JNST. INLET TYPE GI PER SHT. 0-9 STREET .'HA ±/9-1-111 fN PrllT Br VO.I -7 39 0 = 0 u. :a j 40 a a s 4.5 18 R.C.P. STORM ORAJN STA. 0+2.55 TO STA. 0+10.55 0-5 40 a :TAn-1-14 ,;~ C 0 d 5.4 ,, 24" RISER INLET PER DETA!L SHT. NO. 0 JO STORM OOAIN STA. 0+15.55 ' w e 6 125 L.F. CONG. "Y" DITCH PER DET. ON SHT. l -7 STREET STA.!4 t00.00 TO STA. /5+25.00 L·7 e .... < 13B2 7.98 2,JOJ 2 4 7.04 5.4 329.17 336 112 4.87 4 4 "" SHEET TOTALS .... "' ii;' DRAINAGE QUANTITIES D-25 I FOR REDUCED PLANS 0 ' ' ' I I cu IEA . FOIIM DC-OE-I!-~~ !REY. 11a1) --ORIGINAL SCALE IS IH INCHES I ' ' ' 12-209 023761 -·---------·------ JAi 24257 C, >-w <D ~ ,c, w w ac ~ w w !i' ac C, X "' 10) ! ~-" "' 'e.1 C, ~. ·--:, ·-.. ·~ i~ ,,_ >- f: film <D S@ C, w => z ,: 0£2 " JO) w <w :i: ()C, " s z = Q ... j :::; < .. ... x. Q ' ~ < ... It' FORM DO-Ol-82-PF (REV. 1110 •- !~ .a C 11.1 __) 10.~ ··-;__,o4,L-, 5 ~ACIFIC "'t CONSTRUCTION NOTES: PROT!Cl JM P~Cl. 10 ti: lflOCAHD OIi .O.OJIJSTEll 8Y OTHt:IIS, AOIOV[ UUTllf',. lC 81Rlt. IIDl>Y!' UlSlll!I; PCC !;UR~ .....0 QITIEll/\:aOSS WTTEII, lDfJVE ElllTJNG PCt "OE\1.1.LI/DIIIVEWAl. S..O.wruT -"'D IWIO'I[ UJUJ,.,. AC PAV!IIE~J. lUIO'IE U\SIIHG IIOOll ftll([ MD Pl~ PIUSTElS, lUll~ f_ll5llHG IIOOD/(1\1,JH UHi FENCL ~ CIAII Wil fUICt: r-CJ ,OST 1.$$£)91.Y PO. ·tl', ~-F-lQ. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES kDl'.WE MISCEUJJIEOU5 POI.ES. UlllVE EllmH(; IIEO!NI J$l.AAO. UIIOVE RLOC, 111.1.l .,.._D fOOHNG. ,f, AS?.H. 11rb I Gui fa RElotl.lE Fllll HYDP.NIT PER CITY Of WE!IPORT IEACH ffi.-,OO•L. REUICATt WATER MEHR PU CITY Of N(Wf'ORT 9UC!t sro.-~Z·l AHO 5TD.·SOJ·L. RE"7,L RflOCAlf. CONS!lUCT C11A!• llfU fOCE All!> MlfS (TYfl CL-~t·Pt11 CT. STD. f-10. ' ~==<=- \;: ·41 ._J ,:: ~ lli <J) ALT. I et 2. DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 12 ORA 001 19.8/21.4 .48 157 • RE !STE ED CIVIL ENGINEE PLANS APPROVAL DATE ROBERT BEIN, WILLIAM FROST &. ASSOCIATES P.0.BOX 19739 1"725 ALTON PARKWAY IRVJNE, CALIFORNIA 92718 tno ◄72-3505_,. IJOrES• l. EXISTING UNDERLYING P.C.C, PAVEMEHT 112• TD JS" COVER) SHALL BE REJ',()VEQ WITHIN MEDIAN AREAS THAT ARE 8' OR GREATER I• W!OTH. 2. ROKlVALS AND RELOCATIONS FOR STORM DRAIN' AND Tv.FFIC Sl'1W., SIGNING, I SHIP!t;;; AAE SHDIIN ON lltE CONSTRUCTION PLANS. . r, •• ·C .-, ~ \.::: 3. UACT Ll"!lS FOIi ROKlVALS AllO RCUICATJONS AR£ $HOll!j ON THE LAYOUT PLANS ~ CONSTTIUCTION DETAILS. 9.5 ~ -o----...c-• . ' . ' . UTILITY AND REMOVAL 0/ RELOCA PLAN u-1 111 = 50' cu 12-209 EA 023761 J,v. Z¼ZJ ! I I • X X • x---- X X • >-Ill Cl UJ en > UJ 0: UJ . I-a, ~ !!?. C .-.. .. a:i cri. '>-~Ill ~Cl ...1W :::,Z () C!l ...Jen ~UJ ()Cl a: w w ~ CJ z w I-0 w ... 0 a: C. :z 0 i= == a: 0 a. er.I :z er: I= LL. 0 1-:z I.LI == Ii: cc CL I.LI C • < -:z cc = LL. ::i < c.:i LL. = I.LI I-< Cl UJ en > UJ 0: . UJ ~ Cl a, a:, -~- :;l . c!i >-Cll Cl w :,.:: 0 UJ :r: () -IJ. m a: -a: UJ _. _. -:ii: Ee <I: (!J t; • l1i • FORM DC-OE-92-PF (REV.· 1/86) ,.,,.., • 1. I 2. EXISTING UNDERLYING P.C.C. PAVEMENT (12" TO 15" COVER) SHALL BE REHOVED IIITHIN MEDIAN AREAS THAT ,_RE 8' OR GRE'-TER IN IIIDTH. REHOVALS NIO RELOCATIONS FOR STORM DRAIN AHO TRAFFIC· SIGNAL, SIGNING, I STRlPIIKi AAE SHO\ill ON THE CONSTRUCTION PLAHS .. • EXACT ll"ITS FOR REHOYALS Alm RELOCATIONS ,_RE SHOWN ON lJIE : LAYOUT PLAHS ,'.HD CONSTIWCTION DETAILS. • ' ~"'::r1sr s1. . _ _,,--~-----=--"'""'--• ~ . ---- ' • -- --id'S 0 -; I /" I • I I I I I 1-..' •• I I I I I I \ \ I I I DIST. COUNTY ROUTE 12 ORA 001 _EISTEED CIVIL ENGINEER Z-1-89 PLANS APPROVAL DATE_'. POST MILES TOT AL PROJECT -ALr.2:: SHEET TOTAL. NO.-SHEETS • • J • MCDONAL . 29464· :3/31/91 ROBERT BEIN, WILLIAM FROST & ASSOCIATE p •• -. · • P.O.BOX 19739 .14725 ALTON PARKWAY· IRVINE, CALIFORNIA 92718 (7141 472-3505 -\ -~ - I \ A"' •I I z I Q I . . ' I ~ -...J ~ ~~,:13 '},;®~M-1 ~ -~ a () r ~~s;:!;'c.+.:= z4•sr: 1:,.,. -~ -. ~ -,.,._ - I / I ...,_--=-- ~ . lo4- "-~~ . -~ J ~ . ' 6.7 I I • ~~~~ - CONSTRUCTION .... NOTES:~ ----- -1 ·-=,_-PROTECT IN PLACE. ., . • 2 TO BE RELOCATED DR ADJUSTED BY OTHERS. OVE EXISTING AC BERM. OVE EXISTI Gt/TT£;;? 10.4 ,/' ~~=--~ I - -~--• 7-\ • =-~.;;;;t,~ 5 r--;::""'" • ~ ,......:.---rt; / ..... , rt-~" • ~~~~~~~ \.' \ </., "",' ~ ~ .2 \">-:s . \ tJ/C < ( 14 EXIST OLc,!/NO~s TYP.) n .L\ -.,.., ___ "f ~ ' \ ' ~ ~-' ' ~/,,~ ~'-', ) '\,~ ~ Rf:.MO//E ING UEG£n r,.:,,v ·As "SSA.RY AC< ION (rYP/CAL.. 6.7 • I§'~ /J~t-- 1\ro"vj•J ,. r' ~v I~ \~~'( / ' ,,-,-W,11T ' 'I) ••• li'.(}h;:iWi~•A's ;;;fi;U;J ·t?;'\fjt/>,;;::;/;:i/(;Iifrffli•'/i. f ;p; ,•;,,;.,.-:;iZ,;; '.: :: -·.;~r;t t::h'iifi;i&1/li;i!:i10ii,i;!:;:;y,/;d,ii(/C1~i!iLi1;:.:g::,1:'i:it'i):;;,&.;~;;:1!~ .~tX;i•fi,J;:r]r,;, ,,,!;,•ii;•~:;;J: ... '. . .. . ····· -uC::-,r;t;;i:_,i),ii;.;)/i)H 4;9-5 4.5 10 -• • ':::ii,<'?tJ::E:·•----,,, 11:f!}''i{~i~!:;;~:,,:; l;i,21,: .. ,,. ' .. '• .. ,,.,.,.,,, .. , .... ---=--~ - _II f-h~ll-- ..L ~-t ·•·v·· "' 9. I~ :.,-I0.6 S.i ---__ OIG.6 / 'I- _: ... ': · . .'~'.;_ e~=, .. ~-"' X 8 0 8,2 G 9.5 WALL 6.4 if ,,,_VJ N '!;,.Y' ...:./fl r:JJ' 'fl) ~~ . . UTILITY AND FOR REDUCED PLANS 0 1 2 3 . . ORIGINAL SCALE IS IN INCHES -4.6 57 .REMOVAL / RELOCATION PLAN U-2 -SCALE= ~' ". -cu t 12-209 EA (023761: l .. .. . • J.AJ Z4257 .·, · 1 -,-··--•----· .. ,-:- X X x---- X X. • >-Ill Cl UJ UJ > w a:: ~-~-Cl~ ai cli '>-@ CD !;j: Cl .J U.J ::::,z 0 (.)_ .J UJ ~w (.) Cl a: w w 3l': CJ z w I- 0 w -, 0 a: a. :z Cl ~ t: Cl a. en :z Cl: a: .... u.. Cl .... :z w == .... a: cc 0.. w Cl cc -:z a: . Cl u.. -....I cc C.:I· u.. Cl w .... cc .... Cl UJ S!2 > w a:: w !;i: Cl 0, co -~ ::,L C!i >-CD Cl w ~ (.) w :r: (.) -IL m a: -a: w ..I ..I -== ~ <I: (!J "'t • ... " •.'- II) ~ ~ ~ () ~ \J ~ FORM DC-OE-92-PF (REV. 1/88) """" ' {:-)(. 1-!1 ,, CCWJ:;U/T 14'/Z. '.%°4 046U?S • ca-we,i?Te? TO Z40J/ #t/t..Tlr!.e C/~CLIIT. l<'erZACe ff/77-1 /4p.Q:;W- • 40 ?.KC'. ~IT ;,(fl' Z #8 /,(JS//CAlct) ca,t/WC~ ,e /-'#-8 .84Se ca-1/aA:::i'DR Aat4Cel<tr -ra h'cW sot1NPft/AL.t.. (see SlfT, Alo. S/11-13) • •• M=W MEDIAN Cl/RB 8,4 • • New Cvrh ¢ Gvtter :::.{\ :: : ·;' "} ' :::,::::(~;:: ,.,., :', / '-- (~-----""""' . . --,: _ .,_,,,. .--,.-....). I •. / 20 -,. • ' ,. ~ -cfi2<- --------f.-:V-'( / ~ -:: . _,.,,,.. -~ er __ , -\.., iS • ' -c-2~:\\ -=::-:1----? ~' '-).CONC --.--S.{) FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 LEO I I I Ii I I ·,t ' ,. i " .. t j ,! "' ~ -l • .Hl lrn II \ I , I ' ,. IC) J ' ' -IC) 11 I \\ I ' . I I I I I I \ :~ \ I ~ 1\ I~ I ' I . u.l >. I T liJ __ ') $_') I I I I ' . , ' " ;: 'i,\ I "\ \i -"' 0 0 • ~Acre DIST. COUNTY ROUTE' POST MILES SHEET TOTAL. TOTAL PROJECT NO.: SHEETS .. t: .12 ORA." 001 19.8/21.4· 50 .157 r-1"~ REISTEED CIVIL ENGINEER • ;;, MCDONAL ,, 2-/-89 :;;/ ' • • • • • PLANS APPROVAL DAT_E No •. 29464 , ROBERT BEIN, WILLIAM FROST & ASSOCIATE p.· 3131191 P .O.BOX 19739 14725 ALTON PARKWAY · IRVINE, CALIFORNIA 92718 1714) 472-3505 ~~ :=:=~2::~c;;,O~N~S~T~RU~C~l'~_'J~O~N~--~N~O~l'~E~S~· ·=···-~·_-::_ .... _ • -· PROTECT IN PLACE. , 0 00 TO BE RELOCATED OR ADJUSTED BY OTHERS. REMOVE EXISTUlG AC-BERM. ~ REMOVE EXISTING PCC CURB AND GUTTER/CROSS GUTTER. 5 REMOVE EXISTING PCC SIDEWALK/DRIVEWAY. SAWCUT AND REMOVE EXISTING AC PAVEMENT, • 7 REMOVE EXISTING WOOO FENCE AND BRICK PILASTERS. REMOVE EXISTING WOOD/CHAIN LINK FENCE. 9 REMOVE MISCELLANEOUS POLES. REMOVE EXISTING MEDIAN ISLAND. 1 REMOVE BLOCK WALL ANO FOOTIHG. RELOCATE FIRE HYDRANT PER CITY OF NEWPORT BEACH STD.-500-L. 3 RELOCATE WATER METER PER CITY OF NEWPORT BEACH STO.-S02-l ANO ST0.-503-L. • I REMOVE. RELOCATE. CONSTRUCT a!AIN LrnK FENCE ANO GATES (TYPE CL-6) PER CT. STD. F-10. RELOCATE STREET LIGIIT PER CITY OF NEWPORT BEACH ST0.-201-L, STD,-204-L AND STD,-205-L. : IJ0T£5• 1. EXISTING UNDERLYING P.C.C. PAVE!1ENT (12" TO 15" COVER) SHALL BE . 2. I I 3. REMOVED lllTHIN MEDIAN AREAS TIIAT ARE 8' OR GREATER IN IIIDTff _ ' REl'OVALS ANO RELOCATIONS FOR STORM DRAIN AND TRAFFIC SIGNAL,'. SIGNING, I STRIPING.ARE SIIO\IN ON THE CONSTRUCTION PLANS. , EXACT LIHITS FOil REMOVALS ANll RELOCATIONS ARE SHOWN ON THE . LAYOUT PLAHS AND CONSTRUCTION DETAILS. I I : ~ ds ~----• C'-<Z ,s<ls· .:'.. G -'<ls -;,r-,. o,.,_ -?c,e, "1:1 ..-,§>...,.,s -i:-<S-.....,.< . --o~ • <>...,.S' ~c;;.~s ~-,::;, ~ UTILITY AND ·REMOVAL./ REL-OCATION PLAN U-3 SCALE 111 = 50' •• r. . .. ·-· • .. cu,. 12_-209 EA'023761 ' J.Al. c4ZS 7 I I '· -~ f.: -r ~ 0 ::: : f· .•. I I I d , .. ' ,. I \ ' -: .- '. I :-I C . I I --::_ I ~ 't ~ \ • ~ \ I I.I'\ CS\ ~ \o I ~ V\ ~ • ~ ...... DIST. COUNTY ROUTE X 0 >-w (I) co > 0 w w a: en w > ~ w X a: 0 w I-' a, a,. <t: ex, ex, o;:--~- ~ ~ C!i '>->-@co co 5@ 0 w . ::,Z :,.:: oc.!l 0 ....J rn w <t: w I OCl 0 -LL . er: ·m x----· w w z -. C, a: z· UJ w -I I--I -(.J :iE w ..., ft 0 a: a. <C CJ z Cl j::: cc I-cc X Cl Cl. Cl) z cc cc I- u.. Cl I-z w == I-cc ,q; Cl. U.l Ci • < -z cc Cl u.. j -..... cc c.:, X u.. Cl w ~ I-< I-. Cl) dP . Station 1/J // 12 /3 /4 15 /t; l'7 /6 /9 ZIJ 21 22 Z3 24 Exe. Yds . Emb. ' 1 FORM DC-OE-90-PF (REV. 1/86) eeJ9444 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I • I • 2 I . 3 I cu 12-209 ALT. I eJ. 2. POST MILES TOT AL PROJECT EA !023761. SHEET TOTAL NO. SHEETS JN. Z3G27 •. .. , .. ---•.' ' i I. :, ~~ ' . -~ ./ r--'". . ·; ' . • I _, :, .I i ,, • .. I t' ' ' ' ,. ., -•, 'i(' _J· • ! ' . ·; -- - ~'~· r ,~..: •, ·, ~: l .. ., _:. §: ;; :~: -~~ ~ -~ : i ~ I ~\ -~. ~ .. ' X ' X a: x----ltl ~ C, z· w X X b w -, 0 a: a. :z Q j::: er:: I-CC Q ICI.. Cl) z: er:: cc I- LL. I:) ..,, z: w ::E I- CC er:: CL. w Q er:: -z: cc: Cl LL. -_, er:: c.:i LL. Cl >-co 0 UJ ~ u UJ J: u -u. m a: -ffi -I -I -:ii: ~ ct (!J ALT. I ef. 7.. ' w I-CC I-en Station Cu. f--f--~--------,------------------~-----------------------~--------,----------------~--------,-----'--------------~-----------------------~--------,------------c---~-----------,---1 Yds. Exe. Emb. FORM DC-OE-90-PF (REV. 1186) ,.,_ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' 1 I ' 2 I . 3 I cu· 12,;,209, . ' EA,023761 JN. Z36Z1 ' , ' . ' C C - '=-'" '----- •. ' X X . x--·-- . .. , X I( . . Cl >-UJ r/J [I) > Cl UJ w 0: r/J UJ 5 ~ UJ 0: Cl UJ 0) ., 0) ~~ C0 -Cl -- I~ ~ (!} ....... >->-film co ~Cl Cl _JUJ UJ ::::> z ~ oe> () _J r/J UJ <C UJ :r: ()Cl () -a: u. w m w a: z -CJ a: z· LLI w ..I I-..I -0 ~-w ..... 0 a: C. z 0 ~ ... cc 0 CL. Cl:! z < cc I- LL 0 ..,:. z w :E I-CC < c.. LU Cl • ,:c -z a: 0 LL -...I < c.) LI.. 0 LU I-< ... Cl:! ri <C C, J ~ dP Yds .. Exe. Emb. FORM OO-OE-90-PF (REV. 1/86) ,.,_ FOR REDUCED PLANS o ORIGINAL SCALE IS IN INCHES I ' / 1 I ' 2 I ' 3 I ALT. I 8'-'l DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO: SHEETS 12 ORA 001 19.8/21.4: 53 .157 ~\\OfESSto,i,11 ,{f G. ~ . -~ 2ff J. MCDONALD :,i. RE~ CIVIL ENGINEER 4.1 -· ~ .:::--:-:-:::-:=:-::Z~-(:<:-_-~8~2=;::-------1\"" No. 29464 = "PLANS APPROVAL DATE _.. 1-;..;;;;.;;... ____________ ---\\ Exp. 3/31/91 * - ROBERT BEIN, WILLIAM FROST & ASSOCIATE J'/.: • CIVIL /4'l- l P .0.90X 19739 14725 ALTON PARKWAY '4;-,........__--:-;,;,Vo-'f'- < or c~1.W :.lf!VINE, CALIFORNIA 92718 (714} 472.:.3505 .. ·t----1 ~ cu '12-209 EA, 023761 JN ~3627 --l / l • ·I l " . . ' / ·, .- I .• '. t / .• :: \ .J •, • .[ 1· ·i ' I ·"._; ~: _. _,.,_ . --------- • I : :ti ; )', ... ,, ,, . ;:;. __ --, ··------~----- .1, X X X X ' iii 0 w r:n [i cc • 0 w (/) 5 w cc w !;;: 0 >-co 0 w :,,: 0 w J: 0 -u. m a: -ffi ::i i , CONSTRUCTIOr,j: NOTES 1 _ ··-... ~~~~~s-f 1/2" WATER sERIITV oF NEWPORT BEACH DWG. NO. STD-503-L GAS MAIN : @-·· -INSTALL 3" POLY~THELENE GAS-LINE-_::-_:::__ ·, \ 1 ,, § _ --CONSTRUCT-CONDENSATE-+RAP-PER-DETAIL-NO. _ 11 SHT.''w-6 1 _ ' -~ ioNSTRUCT 4" PERFORATED PVC AS SHOWN ON DETAIL NO. 12. SHT. 6' 12.5 I ' .. I I\ l ~ --,v.o ' 5.1 4. 10._6 ' 7. _,__ -, 0 9.u 10. 2,.t;, 8.6 8.3 0 7£, I . to Station GENERAL NOTES ffi ( 1. • , • GAS "MArN .SHALL HAVE A MiNIMUM OF 42" OF COVER AND SHALL HAVE #10 SOLi □ • '-....:, . ~SOFT"_DRAWN C_OPPER \/IRE ilRAPPEO AROUND PIPE ,FOR FUTURE MAGNETIC LO_CATING , 0 . 3. 4 STATIONING OF GAS MAIN._IS .. BASED. ON THE _CONST.. CENTER...LINE_OF ... ~ACIFIC COAST HIGHWAY o ALL ELEVATIONS SHOWN ON THESE PLANS ARE IN FEET ABOVE USC & GS MEAN .. SE~_JE_VEL (MSL) . _ _ ., i... __ ALL BURIED STEEL Bi IRON ,GAS PI.P_ING· SHALL BE ENCASED WITH LOOSE WRAPPED 8 MIL. POLYETH'CLENE. • ALL ME-TALLIC RISERS SHALL BE WRAPPED WITH "APPROVED PIPE WRAP TAPE • - "' .,5 I '/' ,,,,,, '.,,, I' II F 'I 3.2 l It I ( ' 729 ________ zn -= 8.54 HWY e \ DIST. COUNTY ROUTE ORA 001 1 ALT. I ~i. POST MILES TOTAL PROJECT 19.8/ 21.4\ SHEET TOTAL NO. SHEETS .54 157 Cu. J--t-----,------------------------,------------------------,----------------~-----------------------'-----------------------....:....----------------------....:....---------------...J exc. Yds.t;;::;:t-------------------------------------------------------------------------------------------------------------------------------------------------------1 Emb. FORM DC-OE-90-PF (REV. 1/86) FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' 1 I ' 2 I . 3 I CU• 12-209' . I E"A 023761j • J.N 23~27 it -·· I ! ' ! ' /_ I C I ··- - X X x---- X \ X • >-(IJ Cl w (f) Gj a: W· I-en <t ~ Cl ~ ' <i. a:i~ en -">-film ~@ :::i z (.) ('.J _J (f) <tw (.)Cl a: w w z C, z w I-CJ w ..., 0 a: a. z: 0 s a: 0 CL. Cl) z: < a: ... LI. C) ... z: w :Ea t: < CL. w Cl < -z: a: C) LI. -...I < c.:I ·u. 0 w ... < ... ,Cl) Cl .W Cl) > w a: w ~ Cl 0, co -~ ~ >-(IJ Cl w :,,: (.) w :i:: (.) _, LI. m a: -a: w ..J ..J -:l!: > ~- C, j ~ t ~ ~ l:: ~ ~ ~ ~ "' ' > 4-J "' ~ ~- ;: J { ~ ~ " i "' 0 ~ .-"' ~ ~ .!. ~ $ ; 2 2 ~ ~ V' , ~ ,i ~ Q I (/) !3 -~ /~ ~ ~ ~ \ . . f I i -~· ' FORM DC-OE-92-PF (REV. 1/86) '"''" ___,..... ' . .,_, ---· ; //0 147 & ~ ~ ~ IX) '\, i-\l' Qi i:! ~ Ci) \I) ~ ~ ;3i ~~ 1-u~ ~~ ~~ ~ STA. 1•22 • I , .. • 107 ---........ ·, ~ ~ ~ ~ <;:,; '\. 1-~ ~ ~ ~ ~ ' "' " ' ½ I): ' " .. ME'tJIAN co ,,.. ... ----··· ' -·------..... ,, ~ ---'f-~-->--- OETA IL NO I 0 ~ \ I N.7.S. Cl> / -· . ~ -,,. __ _ , DETAIL NO. z N.T.S. '4. ~ '\.. ~ ~ L'i ~ -~ li¼i @. ll DETAIL NO. 3 N. r.s. • 128 ~ ' l\i, tt: '1- ~ Ii) "l -~. -'---;1111111~ 141 • I I <IOIA/ G}(/Sr.- U0Tl:R MAIN DETAIL NO. 4 , ' I @ 119 10 . , J "> --( 133 ,,-• , ' \ SCALE= I" = 5 1 ---7 .:_ ___ ..Jig DETAIL 5' IZ4 DET.4/L NO. .,v. :r.G. .OETAIL NO. /4 I I 1-----\!I g5. /OZ x.L-~l,:;•;;::•:;I~~~ • "' /21----1' ' _l OETAIL FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES a NtJ. 1 I g ( \ ' 2 @ @ @ @ @) @ @ @ @ 101 102 @ @ @) @) @ @) @ • • @) @) 8 ''-·· 3 4" D.l.P. (CLASS 52) 8" RT 90° BEND WITH TRUST BLOCK PER CITY 01' NEWPORT. BEACH STD.-510-L. • 4" MJ x RT 90~ BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEAQ-I STD.-510:L. 8" MJ x FLG 22-1/2° BEND WITH THRUST BLOCK PER CITY OF NEWPORTBEACI-1 STD.-510-L, 12" BLIND FLANGE. 12" FLG x HUB C.I. ADAPTER. '12" D.I. SPINDLE, 18" LONG. 12" MJ x RT BUITERFLY VALVE WITH ONE SET OF RETAINER GLANDS. 8" MJ x MJ BUTTERFLY VALVE WITH RETAINER GLANDS 12" x 8" MJ TEE WITH RETAINER GLANDS· 8" D.I.P (CLASS 52) 5' 1/J. --·-.'SF CONSTRUCTION NOTES • 8" ACP (CLASS 150) 12" ACP (CLASS 150) 6" ACP (CLASS 150) DI 4" -AG?-(CLASS 150) 12" DIP (CLASS 52) ' ' 8" RT BUTTERFLY VALVE PER CITY OF NEWPORT BEACH DWG. NOS, SfD-511-L AND STD-507-L . - 12" RT BUTTERFLY VALVE PER CITY OF l';EWPORT BEACH DWG. NOS. SfD-506-1., STD-508-1., AND STD-511-1.,., 6" FLO X RT BUTERFLY VALVE PER CITY OF NEWPORT BEACH DWG. NOS. STD-511-L AND STD-507-L 4" FLG X RT BUTTERFLY VALVE PER CITY OF NEWPORT BEACH DWG. NOS. SfD-511-L AND SfD-507-L. 2" AIR AND VACUUM VALVE PER CITY OF NEWPORT BEACH DWG. NOS. STD-511-L AND STD-515-L. 6" RT BUTTERFLY VALVE PER CITY OF NEWPORT BEACH DWG . NOS. STD-511-1., STD-506:1., AND STD-508-L 12" RT 45' ELBOW WITH THRUST BLOCK PER CITY OF NEWPORT BEACH DWG. NO. STD-510-L 4" RT 45• ELBOW WITH THRUST BLOCK PER CITY OF NEWPORT BEACH DWG. NO. STD-510-L 12" 900 ELBOW Wl1H MJ ENDS AND RETAINER GIANDS AND lHRUST BLOCK PER CITY OF NEWPORT BEACH DWG. NO. STD- 510-L. 8" X 12" RT REDUCER (CONCENTRIC) WITH THRUST BLOCK PER DETAIL NO. 8 SIIT. W-5. • 12" MJ 45' ELBOW WITH.RETAINER GLANDS AND ANCHOR BLOCK PER CITY OF NEWPORT BEACH DWG. NO. SID-510-L AND STD- 506-L 12" MJ 22-1/2' ELBOW WITH RETAINER GLANDS AND ANCHOR BLOCK PER CITY OF NEWPORT BEACH DWG. NO. STD-510-L AND SID-506-L AND AS SHOWN IN DETAIL NO. 6 SI-IT. W-5. 12" X 6" RT X FLO TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH DWG. NO. STD -510-L 12" X 4" RT X FLG TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH DWG. NO. STD-510-L 8' x 4' REDUCER (CONCENTRIC) WITH TIIRUST BLOCK PER • • DETAIL NO. 8 ON SHEET NO. W-5. -...: . I /j ( ,-,-/ -..,_, @ e e @) 8 (§. ~ ~ ' AL.:r. I ~ '2... DIST. COUNTY ·ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 001 19.8/21.4 55· 157 • / REG TE D CIVIL ENGINEER <ii ,/ R-1-89 = ~===="-- • PLANS APPROVAL DATE "' No. 29464 ROBERT BEIN, WILLIAM_ FROST & ASSOCIATES P.O.BOX 19739 • '14725 ALTON PARKWAY IRVINE. CALIFORNIA 92718 (714) 472-3505 3' MECH. RT OFFSET WITH THRUST BLOCK PER DETAIL NO. 9 SHT. W-6. -t· 12" X 12" RT TEE WITH THRUST BLOCK PER CITY OF NEWPORT • BEACH DWG. NO. STD-510-L • 12" X 6" RT REDUCER (CONCENTRIC) WITH THRUST BLOCK PER DETAIL NO. 8 ON SHT. W-5. 4' RT OFFSET WITH THRUST BLOCK PER CITY, OF NEWPORT BEACH STD-510-L FOR 45' ELBOW. ' I 1/2" WATER SERVICE PER CITY OF NEWPORT BEACH DWG. NO. SfD-503-L. 2" WATER SERVICE PER CITY OF NEWPORT BEACH DWG. NO. STD-503-L. 12" RT X FE ADAPTER 12" X 8" FE X FE CdNCENTRIC REDUCER WITH THRUST BLOCK PER DETAIL NO. 8 ON SHT. NO. W-5. 8" FE X RT ADAR'.l°ER 8" RT 45' ELBOW WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L 8" FLEXIBLE COUPLING 4" FLEXIBLE COUPLING 12" FLEXIBLE COUPLING REMOVE INTERFERING PORTiONS OF EXISTING WATER MAIN AS REQUIRED FOR CONSTRUCTION. SAWCUT, REMOVE AND REPLACE EXISTING CONCRETE IN KIND AS REQUIRED FOR CONSTRUCTION. DISCONNECT EXISTING WATER SERVICE LATERAL AND RECONNECT EXISTING WATER SERVICE. RELOCATE WET BARREL FIRE HYDRANT PER MOD. CITY OF NEWPORT BEACH DWG. NO. STD-500-L 8" FLEXIBLE COUPLING. REMOVE EXISTING METER AND METER BOX AND BACKFILL WITH NATIVE SOIL PLUG REMAINING OPENINGS IN EXISTING LATERAL AND ABANDON IN PLACE. REMOVE EXISTING 4" ACP AS REQUIRED FOR NEW CONNECTION. PLUG REMAINING 4" ACP TO BE ABANDONED AND MAKE CONNECTION TO EXISTING 4" ACP. SALVAGE AND INSTALL4" WATER METER AND DOXPER CITY OF NEWPORT BEACH DWG. NO. STD-514-L CONSTRUCT STEEL CASING AS SHOWN IN DETAIL NO. 10 SHT. W-6. 12' AC RB X DIP TRANSITION COUPLING. 8" AC RB FLEXIBbE COUPLING. 12"· X 8" RT X RT TEE WITH THRUSf BLOCK PER CITY OF NEWPORT BEACH STD-510-L 12" X 8" FE X. RT TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L 12" RT X FE BUTTERFLY VALVE PER CITY OF NEWPORT BEACH STD-506-1., STD-508-L AND STD-511-L • 8" FE X RT BUTTERFLY VALVE WITI1 THRUST BLOCK PER CITY 01' NEWPORT BEACH STD-507-L AND STD-51.I-L 12" X: 12" FE X FE BUTTERFLY VALVE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH SfD-507-L AND STD-511-L 12" X 12' FE X FE TEE WITH nmusr BLOCK PER CITY OF NEWPORT BEACH STD-507-L AND S'ID-510-L. INSTALL 3" POLYETHYLENE GAS LINR CONSIBUCT CONDENSATE TRAP PER DETAIL NO. 11 SHT. W-6. CONSTRUCT 4' PERFORATED PVC AS SHOWN ON DETAIL NO. 12 SHT. 6. ... / p. 3/31/91 • .. ' • I ✓- \ ' / , I ' ) ./ GENERAL NOTES·- 1 2 3 4 • GAS MAIN SHALL HAVE A MINIMUM OF 42" OF COVER STATIONING OF GAS MAIN IS BASED ON THE CONST. CENTERLINE OF PACIFIC COAST HIGHWAY ALL ELEVATIONS SHOWN ON THESE PLANS ARE IN FEET ABOVE use & GS MEAN SEA LEVEL (MSL) ALL BURIED STEE.L & IRON GAS PIPING SHALL BE ENCASED WITH LOOSE WRAPPED 8 MIL. POLYETHELENE. ALL METALLIC RISERS SHALL BE WRAPPED WITH APPROVED PIP'E WRAP TAPE WATER AND GAS MAIN PLANS W-5 CU; 12-209 EA:'023761 J.N z3e,z7 ;_, ' ~.-'. . ' ' • •. ' . '. l ·-'.· .-, ' •. ! . ,: ,, ' . . ' ' . ' .1.:. :,,. ,. ,:·· ' ,., , ___ -~·--: 'I ( I . . ,, j l . i_ --. • . ; • l ... , ... ,., --:-----:-----~----------'---------:-:-7-------=---~----------,-----____:_---:----:----------';-------:----:----~-------~----------:--,--------~:_AL:~:r.~. ~, ::_~~2.~----=-------' • X X • ·x---- , )( \ )( • >-CD Cl UJ Cf) > UJ a: UJ I-~ <(-...; Cl ~ < -~ I~ Ill ' wl . '>-@CD !;;: Cl ....1W ::iZ 00:, ....I Cf) <( UJ OCl a: w w z C, z w I-(.) w -, 0 a: a. z Cl - == I-= Cl 1:1. Cl') z c( = I- Li. Q 1-z w :i: I-= ct 1:1. w Cl Cl UJ Cf) > UJ a: UJ ~ Ol: co . ._ ~· ,;:E c!i >-CD Cl- UJ :,,,: 0 w ::i::: 0 -IL m· a: -a: w -' -' -:ii: ii: '<C CJ. "' " i: :; 5 ;J , ... " .. ' ~~ ~ .2 :z I". -... .., ,l ci • • ' -DEL.-'· , -¥8 "/="EL.T Si:PARATOR SI£B-JVL7:R4II_Cl2/7E.f:A7"11t1t1KS, !ZERTICAL /3€.VD AM ... . ,.. ., ' .. CZ,~Ruci cO p5,e:·· - 85:4CR"'"OW& A/~ -.s'Z:P-. G".k'CG"P.T.A-SAZa.rEJ. ~-- ~--- C!R/Tt!F,R.lll. OEJ;tl/L Ala .. 9 __ A--. Yklim=~-jJ_ aa,11 7BC JE'E'OWOOO &OCK'.S --J A . • l .AZL :,g,Tl:EL CASINGc_P.!Ec' <LOtN.rs Sll.4Ll SE. .. W€t.D~O ..FOll CIRZ-VMJ-t::-kevc,;e. 2 --C:A.s·11;;c;;;··F,-vo_:__:sG4e,_,:7?t:7.C07Y-'P€&~0- 07? -;2Jpp,r'z::,~p no --c~ . '<" ,--• ~,..,'-.. _ , r:rc . ..-..;Cb'.?-AW__, __ __ . _3--~ Z4'' 0,0. Gn:!e~ P_/r'E' .. -----·---·----------··-a£7PL-AIO:-IO-- __ ALLS~.- FORM DC-OE-92-PF (REV, 1186) .. _, -----·-----·· -- 1 • r =g ~?TN...:...:..·----- .50PY.Z:~G~ .:. _ . -·· .• ....... ------- •. ' • _ TRANS/770,V J:Y~CG"' (7YP. G}:I, Sl£>F OP7FG7' • COA/CR.f'"TE /141:"T~R' eox; -- .BR<?l?KE N0~ . .32'_ .... _ .o ·=· 1-. •• I -/-.-_-. -.~.'\ , . ·.·/ __ _ . = - • • . • . l . ' . . ) , , . ~",;-,- ' . , .. •' ·---. __ -_-·n.r:s . G.4B L7i7&.C::'lli(lP€,f/SA'TlOXT1K'_,2J'"'""P,...------ F-OR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 ., 2' • ' 3 , ' PACTFlC c04"ST HIGHWAY ' 1 .- . • DIST. COUNTY. -., 12 ORA 00-1-~ 19. 8/-21.4 :55 157 REG TEA CIVIL ENGINEER ·• i3 , •. MCDONALD °"' Z-~89 ,, :i! 2 ~ PLANS APPROVAL DATE , '· No. ' 9464 : 1--------------·--..;·----,\-le : 3/31/91 ROBERT BEIN, WILLIAM FROST & ASSOCIATES P·'-". e=.:.::..:,_ P.O.BOX 19739 14725 ALTON PARKWAY- IRVINE, CALIFORNIA 92718 (7141 472-3505 -R/W IZ' S!Oi:W.4LK l,3;;:rt:.B.O,d --z;:_t;?_VE:.S.. • • • ~ . • • h ,• -. . . .: .,,f·: '• 0 - = 8.M(L r'OLYeTR'f'lE/VE. .Sllc€T ON-:!JIOcW.4LK.4/vt7 C{IR/3 .5{18/JR.dOc-_ _ ____ !r,4~•' l"F-?FOl;:'AT!:l?&L.i:IiIIIYZ:l:AIE 6AS /?/17c::. -77 -77" I" CRU5ll~P ROCA' 6.4(.;KFILL SECTION G "'.'"G r'cRFOR.4_Tc:Q GAS. PIP~_QE7L1/LS __ _____ __,N.~-T.:!:T." OErAI'-A/a. 12 A/.T.S Z4" . ,......,,,~_.,,,("'"'",,.-,..-..,.---·~,...----~-- & ( "~ECOA1.0 ORAIV/A/t:;"6 ,.,, L . ____,,_-._..,___,.,....--.~.,,,,,,.,;,..,,,,; WATER AND GAS, MAIN PLAN.$ W-6 , . cu: 12-209 ' . . . EA·i 023761. . . . . ' . ' J.N. 23~27 l I I ' ( I :, l ;.c ·-s'-----,. ) I_:; 1 X X > a, 0 w "' > w a: 0 w ~ a: w ~ 0 ' I I if PACIFIC COAST HIGHWAY [. COJ\/57. P.C.H. -----------------~-----------~ ----~------------------ X "' w ----w z a z w ... " w ~ 0 "' ~ fOII,. DC-01-10-,-,-(lll!V. 11■■1 •-I I FOR REDUCED PLANS 0 ORIGINAL SCALE IS JN INCHES I I CURVE DATA NO REFERENCE 6 A L T '"Go.J.Gt!,.TJ -e: c:oi.J-e,T P.C.11, /'2.+44-_C:Otf:f"tLA~ C F'LA1-I 'SCALE ' ' ' ' ' ' ' I WALL "H" 14"5,o/OI' ;?4.~' I= !,,© IIJ-re.Rcep,-OR DRN>J ~ t't'INL. c.::,r,r,..__ --ZO.J.. \'Z._C.O 't° WAU-"e,., \-I,.-;.:,_ I oor. I COLNTY 121 ORA ROUTE 001 Refs-iEAED CIVIL ENGINEER 19.8/21 .. 4 I 57 1157 ~9,0fESSiO,t4< i~-'t, ~tt7g.:_;;✓·~ P~LAN-s~,-P~PR~o-v~,L~D~A~r~,-----11~l ""-If/a€ J:11 ROBERT BEIN, WJWAM FROSf 6 ASSOCIATES ~>l;:.LU±L ,- P.O.BOX 1117311 1'4725 ALTON PAJ«WAV "'r,,,..c CML ~~,,.,. IRVIHE, CALIFORNIA 8271117141472-3505 Ofet,t\~ CONSTRUCTION NOTES @ CONSTRUCT PCC CUR8 IJIO GUTTER TYPE AZ-8 PER CT. STD. HS-A. @ CONSTRUCT PCC SIDEWALK (Ts.I"}. @ @ @ CONSTRUCT MASONRY BLOCK IIETAINfltG WALL PER SHEET l\•1. CONSTIIUCT DECORATIVE RAILJIIIG PER DETAIL 1 ON SHEET R-2, CONSTRUCT PARKWAY CULVERT TYPE •c• PER CITY OF NEVPORT IEAOI STD.-ll9-L (S=l', H=4", g• Cf). ,--- t-- I cu 12-209 leA 023761 X ,. a, a w ~ w "' "' w w z " z w >-" w cl "' ~ u:-a, '=-a: w ..J ..J ~ >-a: < (!l SOUP tiKOVT6"0 CN// T ,<(;";d/1• ~UK~ UNIT.5~ --~ Alum or Calv: Slee/ Wire eonl,nu~ ~r..-iou Boci:/JII ~Ge/:Ki,• CONTINI.IOUS f¥'RV/0US QACKF/L~------ ,-:o· ·ctJan) •e•BAR:S '-oPrtONAL CUT. 46 '4e/tr INMND8£AUUNl1: CONT. r11li!'Otlt.N ~ILA3TER3 EXCEPT A5 NOT£0. COll~TED Sl/8-1b40£ -CCWl'!4Cr£0 Sl/{3Gli'A[}c TYPICAL. §eCT/ON -WALL I $CAL,/;: /N~.?' (See Woll "'II" Sec/ion fvr Drainage Ddot!.s) I I - L A SU.P✓OINT' OcT.,JI{. (TY/!') I 3•p sra ST££L PIP€ RA/UNG TOP{ 8:JTT. r,,~·sa:10 .3T£~L &U' $7.ANCNOJN 47 '!1' a.c.-----1111 n•pt.4.~T~&. ,'Ila,,/. V4"..t"Ttc..4':,,,tTli"P.C.- ~ -:E..eVATION SeCT/ON A·A § ST.4NCHO/N 51.CcVC ,"Vlr'Meo or /064. If!, tJ6"NT WCL~O ,f 6ROUNO ,SMOOTH A?R .Sl/0/N(i ,-/T //Y~/oe o,,..-TOP t: l:JOTTO,#fl RA/LS. TYP/CAl. .Y.IP ✓0/NT" 0/:TAIL.. N.T.S. @OETAIL f I ' I r l ~ ~ ~ ' ~ ~ (JN<!= ~ ~ (W.dCL .STAT/ON/NG) ~~~· ' 11· ~ ~ ~ [" t'ON6T. r.'C.H. ~ ~ ~ w - -i I ---- TYPICAL.. RET.4/IV/Ntii WALL L.4YOI./T N.7:$. llWGIT(/0/NAJ. 8.AR:S IN FOOTING TRANSVERS! t!,oiTOJ.I fJ/IR,.J INF"OOTING. l"OOTIN(i ST5P OeTAILB N.75. FOR REOUCEO PLANS ORIGINAL SCALE IS IN INCHES """ ...... H-1 H-2 H-• ""'' iuARK [-1 [·2 SCJl£0(IL.£ WALL. "H'' 81.0CKS DIMENSIONS 1(£/NFORCING BARS H I ,, T D ·a· •b• ·c• \.rmo'-.l,•401: 9!(.t'T0/0!6'! B'-0" iu· 2'-0" #8@/G" ,f4 el l(.i" ~4@Jt:," ,rm,•-~--8' TO 9' I ,:;'-10· ,,. ,~u· ra;~~· ,4(j) ,i,,;· "'4€2...t." IJ"'rlN'--. 4' TO 7~•1 .5' a," ,,. /!.(i" Pc:;;e Ki" ;,,~ JG" '4€!.,IG" SCJIEOI.IL.£ WAL.L. WI· BLOCKS OIMENSIONS H !a-W-.4'"801: 8'<,•109<;; ~tr/lllT. ... E,_~N EXTliAI() ALL ~4 HO/t/Z. 64~ N7l) PIL ... STEK. B T 0 10'-0'' ..,-z!t;," s!..o" Jr 2!...(;·• ;_,TIES€!_~• Q l?CINFOllCING tJAll _, -a· ·b. ·c· t17g1t;" ,,,.~ ,ti" ~.,e,t;• '1@, ,t;• ;4@,t;" ,-,,_ @It:;," "d74B (i;.,4 u,.#4 "' '4 a·rta 4-'4 G-'4 GJNCllETE/CIVUT f"lll {200oP.SJ.) I If ,,. WAlL ' PII.A5TE:R 1-•••-+1-0'0'0,"-~Lf'4,,,9·{}()fll'ElSS4ll"ac. {CENTEH@IN 8"WAu.J 6K£AS£ 8•£Afb ANP /NS£RT JNTO ,Y,-[P, 9" P.V.C . .Sl.££V£ WITIIEJVOCAP. e,,,x~P..;;;:4:,;,N;,,;:S;:;IO;::W:,.J,~'O;::IN~T~AbT:..P11alL~Ac:;,:S4eT.,!;;EgR_-{ I (SE£ Pl.AN FOR LOCATION) c:l'" e:P. z-'4 I-#4 , #4 ,,~. £.F. z_,4 1-"4 _DIST. COLtHY ROUTE 12 ORA 001 REdSTERED CIVIL ENGJNEA PlANS APPROVAL DATE POST MILES TOTAL PAOJECT 19.8/21.4 ROBERT BEIN. WILLIAM FROST & ASSOCIATES P.0.BOX 19739 14725 ALTON PARKWAY IRVLNE, CALIFORNIA 92718 17141 472-3505 CONSTRUCTION NOTES TOTAL S>ffTS 157 i} CONSTIIIJCT ,,.,._SONIIV ILOCl RETAINIM6 WALL PER SHEET R-1. @ CONSTAUCT D£CORATIVE RAILJNli PER DETAIL l ON SHEET l·Z. VEE ...KJl,VT IN NEAD JOWr~ J.IORIZONTAI. BA'!S t,:;•x 1,:;.•,. 8. i,1.ocx. 1"1£AST£R SOUO Gl?OUTEO. =CO"'N=T=R'=O='L...,.,JO;;;,;!.;;,,,'Na,,T_,A"'T""P""1='L=A='S=T"'E;,,;R--1II (SE£ Pl.AN FOR LOCATION) IV& OF rOOT/NG a"'T/ONAL CUT~_, 0£SION CRITERIA ALLOWABLE BEARING PRES.SURE• 1500 F.'.SJ'. COEFF. FRICTION •030 (FS•lS} PASSIVE• 200 PSF {WITH FRICTION} !JACi'r/LL S/OE LATERAL EARTH PRESSURE,. 3t; f!Sl:(wALl JI} LATERAL EARTH PRESSURE= 4:J P.S.l:(WAll.J) VERTICAL SURCHARGE = 2~0· NOTe'.· TYPICAL RETAINING WALL FOOTJNG PLAN N. T. 5: .!J~~ .:JN~e"T NO . .!JW-f'!j ,",OA" w,,u,; ✓tJ//l'TS p,!!7,d/L.4!> .A/YP /t#'x,t,:;.~ P/L.A~,1!" t:)ET,d/,t,.~. RETAINING WALL DETAILS R-2 cu 12-209 EA 023761 .,U 7 >-.. 0 w ~ w "' "' )(----tl:l ;,; " z w ,_ " "l 0 "' ~ 0 w "' 5 w "' w ~ PACIFIC COAST HIGHWAY If.CONST P.C.H.\ ~------EXIST. CURB 8 GUTTER SOUND WALL NO. X 1---+·---- - ·---.... I---+ --· --- H--+----t .. ,,; :._____; f----+--4? - ,,_ ,_ ,_ ,- f---t· ,_ he. Yd•. Emb. ,011w DC-OE-8D-I'' (IIE"t. 1/lll •- I NOTE: REMOVE INTERFERING PORTIONS OF EXISTING IRRIGATION SYSTEM ANO REPLACE TO MATCH EXISTING Q)---£XIST PARKING METER (TYP) SEE SHEET sw-ro FOR WALL DETAILS AND CONTROL/EXP. JOINT DETAILS. I ----------- ' I ! PACIFIC I \ COAST SOUND WALL NO. I FOR REOUCED PLANS ORIGINAL SCALE IS IN INCHES ' ' I I HIGHWAY CONSTRUCTION NOTES Q) PROTECT IN PLACL @ COHSTAUCT PCC SIDEWALK (T~~•J. . i ' ' I DIST. I CO~TY l ROUTE 12 I ORA I 001 O.....,,,J~/ AEGl~AED CIVIL ENGi 19.s121.4 I 59 151 ~¥,ilfESS/O~ ,{,,"'/,/J-,w ~ ~I 'll.,J~ ~ ill -"'~"t/.,,"".__"--_-_-\ I~ P _LA_N_S_A_PP_R_O_V_Al-□-A-T-E-----II:~_///,,~ : ,._ ROBERT BEIN. WILLIAM FROST & ASSOCIATES ">_ E:i<p.~ '\- P.O BOX 19739 1-4725 ALTON PARKWAY -fl"( \'!;;'+-~' IRV;NE. CALIFORNIA 92718 17141 472-3505 OF Ct...\.\ ' I cu 12-209 9 fl.4/4/SCAtC /"•2tl' r"Rd//Lf SCALE #.?R/Z. , l"'=i!tJ' VERT, l"=-.t!' /,/_ff() ~ vf- SOUND WALL PLAN SW I EA 023761 - - .L__ - L- -- - \· ' I· ' ' \· \1 I I' .I ~I ·1 ', < Cl R; " : ' ; 1 . . . " < I-- I-- 0 • > 0 a " z > > • " 0 0 C " " ~ g: •• ; ~ z • z " • • -o ' f-- f-. ,~" I-- I--() c:: -"' .:, 0 "' I-;;;- > 0 "' "' .... O> - > STAT.le OF CALIFORNIA DEPARTr.lENT OF TRANSPORTATION PROJECT ENGINEER C-f; [it/f:rans Bv,,..,,.,/: CJ,-,/?,/ -r-,,-Fr o.o.,. GARY MILLER (RBF) ~•µ._J_J.i .. ~:-1-•• ..l--,~rl-,,-!,,~.-c,,~,,-,-',7~;;,h~~,~".+,. i"T"li;GS~.~~c-+--,~ • 1 1 • 1 , 1 1 1 1 ! 1 1, 1 , :1 1 1 1 . 1 ·,·1 .. l 1· . ·11T •• ,. ' ' i ' I . I •• i. • ! • • . I .•• ""'. . , i ; .. , i J i · I !+CV.a) 8€61,J WAL i , I 1-1-• • • ,.1.t'+.30.30 ,;r P.CII. a:w.sr. 1 = I , ! ·1 r·· ! I ,, I ·:·· I .. 1· ·1 . . ~. \1 I I-.. \ .I .. i--. • ' I I .i.. ~ I ·· ·1••• •-• ... -1 .. l \ . 1 ij ~ 1. ; • • l 1 1 ! ~, I . : I \;-' .•••• 1 ••• ··r. '. ··-...... . I . . . . . . . . . I I ! I i • ! ' ·j\1·;~1·!· i·i--,1·: • I \j i • ' ' •• i ·1· ,. I i • .. I • • i I I . I I ' .. I I' ....... 1.. .•. i ..... _, ., :,. 'I >,)\ i i I I I r,1--.; " f»r I i'-r .. I .... I ., . I • i'"i)\ • ~1~ .,,. . .,. ""' ' . ~~t I I l; ~ I I 1' ;.o~.I I. :3~~ I . . ..,~~ ,rn~ ~~~ \/ ~ ~ '·· l i '-'~ ij I I I '-'~ ~ ' '. • ~1· . I I • II i1 i1 1/ 3+-00._qo Foor/w· srep I l 1-. Ir /1 11 11 11 ~~ ~ill ~~ ~~ .I i .1 i I . i. 1 ii ii I' t. ' t I ··••!• ··j·· 1 •• : ' ·! .i ~I)\ )\ .-:---. 'i c--. 'i ~ ~Qi~ 11 ~· ll • • I -~ .. I. ~ ~!~ 11 • ~ i\i I ~ -I~ i lti~~ .).,. --··:· (J, ~1,. I\' \; "' I I t;,,~ I! '3~~ 'T • ~ 1-t\~1~ I, ;;li • , , • r--u·~ Ii , ~ ~ j •• , • , ! . , I . . . . . I I, ' i ., ,I . i i I · I j ••• ~ \I .· ....... i I I 1 ' ' I· \· I ' I ' ' ' ~ I ,, ' i ,,. . i ~ 0 [ ~ ' ~ ~ OJ ~ ' ·1·. ~ ~- .j .. ~ ~ k " t..: ~ ' 0 ~ ~ ~ ' ~ )I •• I " ~ ,. , .. -i, I l 11 I " I ' . ~. I ' II I I ! I I I -!---~l ~rJ-• • •• ·-· t • ••• . .:S+at • .33 ENO WALL j i -'/¢>,'-30.03£ /'?CH. CONST. ' I. ; i I ! 1. .. , I .. , •-•-. ••·• I I ·1· ··I·· ' ' ' ! -!-·• .... i i I i ' I ... ,). ! ··:· ··I I T -1 .... ! .. i I I (JJ 0 C: 2 0 ~ r r. (JJ "tJ ' ~r I J:> NZ ' '[ ·t .i -i .:i ·1- " ' .i. i I . , .. . ~ . i I" i --j .. ' I. I; I l .I .. ,.. I. 11 i . . I . . !. ,. ·' , .. I • I ' ' • ' ' I I •·i ···; ·'"' I ... I, , ! ·I' .,,1:. • L .. ) : I: i i I . I • • .. I ' • " '1 • ·.1 • I , 11 .'..,._ 'i ... '. I. .I .i ... i i, 'T "~ :,, ~~ ~ .• , " .. "•·1:~ ~ .. .. ~ '' ~ ~ ~ ' • -~ . I. . I .. i1' ;ll 'I~ ,,' fl; ~,, " r-m I l> "' zm o"' ""' 0 :r zm ..,,,, ,, ... Ou, c~ "' "' X-,, ~o z,, "' IE -l> Or Zr ~ l> oz zO ... "" 08 "' ... g;z r<.> ~ ~ ;;! ;= "' lg '2 0 ~ r r 2 0 ~ j); (") 'ii 0 (") ~ (JJ -I :c G) :c ~ -< CALCULATED/ I n • I DATE DESIGNED BY ~ i!ln I REVISED BY CHECKED BY +,t-·~/.#_i,,.-/fl DATE REVISED ~ ~4' !+00,00BEG/N WALL -(2+.30 . .30 (l CONST . P.C.H, /+00, 67 If PILASTER II t 11 i.l II 11 t I I I I I I ---=...,;J !+20 _67 COLTON ;; 't_ PILASTER =--;----~ CURB DRAIN _j /+40.67 .---- £ P /LASTER ! +60. 67 it PILASTER 'I b· I ;Ji'<> "'., ;-,o ,, iii STREET I +80. 67 11 :;"f"---i t PILASTER 1; I ' I 2+00.67 1 I ~n-i t p I LASTER I I ~ ""' """';// ""' o;s -,, r n "' "' .---- "" n g "' ... ~ :r + ;;: 2.00' ~ TYP. ~ 2+20. 67 I le PILASTER ! : ~ 2•40. 67 11 I !l1 ! Ii. PILASTER I I ~ I • 2+60,67 ,.. t_ PI LASTER " ': : I "· ;i; n ~ "' -< 2+80.67 ~ j I t PILASTER I I I : I ""' I" ' I .3+00. 67 , t PILASTER I -< 0 .,, ' 0 ill "' i;J "' 0 "' "' 0 .,, .,, is ti )2,00' ~ -; ~ ~ TYP. I :-0-~--gt .3+20.67 2 i PILASTER 1~ ·-----~- ~: r,·----··· 1---'~ 1 ⇒ ~ LUGONIA STREET I :" .o~ ---.3+4o. 67 I _,,,. t PILASTER I s2.oo' , ~ I TYP. T P, 3+60, 67 I' !iji' If: PILASTER I: ~ / ...,~ -< 0 ,, ' • 0 "' .3+80. 67 ~ It_ P /LASTER '~·10, 0 ;::CR I [ 1 • 111 I i I ~ ~ I 4+20, 67 I 11 Ill Ii. p I LASTER I l I I 4•40. 67 I I I 111 't PILASTER I I 4+6o. 67 I I ct PILASTER I I -: I °' ' I 4+80,67 J j 't_ PILASTER j: : ... •.: t ·.1~~ ~ J.~-1 -~ ·,.;. 5+00. 67 (l P fLASTER 5+01 . .3.3 END WALL/ ~ 0 ! ~ ~ ,_ ., 0 .,, ~ :;; ,n IC .,, "' .,, ~ "' = /6+.30.03 it_ CONST. "~S+li--j P.C.H. =:J " 'l! ts ~ ;i: "' ~ " "' ! r "' _ WALNUT STREET :; • -... 0 ,i ~ j:i m i; z gi :z, z J'l a: : ~ ii !!! "ll " -~ ~ ~ : ~ e; • -< ;: :: E ~ = ~ ' ~ ..... .., -; ~ > :z, m -" 0 ::; d !I: ; ! .. • ► ► -~ . -: ~ s ~ ~ ~ ~ ~ ~ ~ 2 ~~ ~ ~~E,j>~ .$" f. ~ "f ', 0 ~ ~ ~ , '.4 ,._ ij)lli\<:i_.· r I ::: I ~ ~ B! • " ~ Ii --co s~ QI je:tll ~ ~~: ~ ei;; "" 1t a, z~i 0 om -•-. UI 1110 ...., ~~' 1-- I-- I-- 1-- I ·I X "' w ·--w z a i5 ~ f.l 0 "' ~ 1-- t::J a:: I-- Cf) u.J (.9 2: <:( a:: 0 II 1---1-U--• -----------•-------·---- I \ I ---Ii CONST. P.C.H. C.C.M. 13 . L_j__j_ ____________________________________ _ U•-~'O,'°c(· ---------------------------------------------Emb. FOlll,I ue-01-,0-~, (llfY. 1/ltl --I i PACIFIC COAST SOUND WALL NO. FOR REDUCED PLfNS 0RH'l1N.<,L SCALE IS IN INCHES HIGHWAY 40' (TYP.J DRIVE m ' ' l I DIST. COUNTY I NOTE : REMOVE INTERFERING PORTIONS OF EXISTING IRRIGATION SYSTEM AND REPLACE TO MATCH EXISTING. 12 ORA f 001 I 19.a121.4 f s1 f 1s7 ' I R~STERED CIVIL ENGINEER ~---EXIST. BACK OF WALK EXIST. PARKING LOT CURB-- • • - I -····--~ -----------------•---------____ ,__, ____ , ______ -- i . ___ , --• -.-J_·· -·•· ----. ---- ' • ' ' /J /.;. I I cu 12-209 CONSTRUCTION NOTES CD PROTECT IN PLACE. SOUNDWALL PLAN SW-3 [eA 023761 -ll -II -7 C----- C----- C----- C----- ~ C----- <C 1----ttl z X a z w ~ ~ 0 <C ~ i---;-----____ )_ --- FO!IM oc-oE-ta-PF !REV. 1111) ..... I I I NOTE' DIST I CQl..t,jTY I 121 ORA I ROUTE 001 I T~ ~~CT 1~~~1~Ws I 19.a/21.4 1 s2 11sr \ PACIFIC COAST HIGHWAY REMOVE INTERFERING PORTIONS OF EXISTING IRRIGATION SYSTEM AND REPLACE TO MATCH EXISTING. R ==i,lf!za~ST~;~R-~Eo:''"''.cc,c:v,:?~':',"',:9.',~,.~tc-----//2-.<" // y¥,O~SSI0,t.f{ rho/ ,Ji-.., "-4 fJlV~\~ =~,1g~,r,; ~ PlANS APPROVAL DATE • No.==~-• ROBERT BEIN, WILLIAM FROST & ASSOCIATES -1). Ezp. ~ I~,_./, f-.-------Ii CONST. P.CH ,.-4: C.C M i P.O.BOX 18739 \.4725 ALTON PARKWAY ~/'~ Of \_\~w IRVIN.E, CALIFORNIA. 92718 !7\.41 472-3505 Cfi I u I 17 N 54°38'04" E IS 19 2,C ---~~--~-~-,,---~~---~~------~ ~ ~~--,~~4c.r-,-,~,--~~~-~~=-~~-~~~r-~~------~~~-~~3----7~•-.----------------+-- , z ' z ' ..:.. z z z 'z OJ z z ~ ~ z z z --1---;/l;e•>S ' --·-;o=+--o,,i...---~---,,o+-+---,,o+------,:;._cl---,oj-j---03"\-+--i,-l---=t-t--·· ~ c --.; ~._a+----f --+--6+,o-·o:""' ·---ii,,._+-----·---i' ~._rr---i ~._c;+ 671 j ~ u-------------6-,+T,------ ll... ll... n.. 668 ll... a... 0... 5591l... w w w w w ~ 8 u 2 w w w w '.::] w w '.'.:j w ..J --J .....1 ..J ..J O '"., ...J ..J J ..J (!)G G(!) G (!) ~<.!) ~ sa -~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ !;; ~ ~ ~ ~2?~. .... .... .... -; lli " "' .. , 2 8 ~ ~ ~ 8 ~ 5 ~ 8 ! ~ ~ 5 : ~ ~ ~~~ :Cl-~ ~ g 6"P.V.C. ~ ~ g ~ 10 o o 'T' a:, co i\l "'l co Ot,.. ottl + + + + it + + ~ :.. :.. i :.. :.. ,::; it .t NIO 1-:r: ':!: ~ Ill .~ ~ ~ ----'===-=l=== ----= II 11 -------~: :==::t: t-----~,:: ~·'s::J. = .. ===:JI= ~===:==l====:J ===1~::.:=:j:=~t-===~:==1====l==t=:f:=1=:=== t j,:•!· __ ._·t';. "',:~_-..,·_,,,:,. --=======-..::::::-:::::---._ t; <:: ~ ~-,;J:-1,-:, • • "§; -~ ~ ~---Lu = ---..________ ' =~~~.--;:~ __ ,:......_~-r-·w='"~-"'---1,·~.........---p<ea!a..";~--~~~---~~.......------d \ 8 I F 7 /4 ,'" ~ 48' 40' BO' I I 40' I \\ a: L:;;r CURB a GUTTER A (TYP.J (TYP.! i -111 (TYPJ ► ~--EXIST. BACK OF WALK ~'{,s,: '~T;~~fESHORE cr;:c;:,NB DRIVE ~---EXIST. PARKING LOT CURB CONSTRUCTION NOTES EXXIISSTT •. WPAEOTEERSTAVALL(RVEELOCATE) -REMOVE INTERFERING SHRUBS AND CONSTRUCT MOW STRIP ALONG WALL 1RRIGAT!ON SYSTEM AND .REPLACE TO ADJACENT TO TURF AREAS PER DETAIL ¥tT~Rif~SJt8i!N AREA ADJACENT EXIST BACKFLOW SOUND WALL NO. ill ON SHEET No. sw-20 (APPROX. 270 L.F.l 21 T ' © PROTECT IN PL.-.CE. PREVENTER SEE SHEET SW20FOR WALL DETAILS (RELOCATE) AND CONTROL/EXP. JOINT DETAILS. ~------~E"'XIST PARKING METER(f\ (i"YP.) \V I -· -1 -· PROF/i' ~ SC-4i'r h't-'&L: : /"'=~O' VERT. ' /"..-2' -IJ -IJ -d _,., -, -8 -7 ---~----------·---i -->------, SOUNDWALL PLAN SW-4 /5 i FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES /? ' I ' ' ' I . cu 12-209 IEA 023761 -1- I- I- r-- t-- t-- r-- I- t-- - - I- I- I- - iL' al s a: w :I :E > a: <( C, 1--~ ~ (/) l-o ~ (/) 0 Q: Q I---< -I,!-- //- <-----1 ---· - SUllon Eio. Ydo. E<nb. I NOTE: REMOVE INTERFERING PORTIONS OF EXISTING IRRIGATION SYSTEM ANO REPLACE TO MATCH EXISTING '-' I PACIFIC • T,c.1,0 j:;,',& .J'tJ,t/.Q,!J#,,/LL . _----------\ .... : ---... T(J,' A,. ,V,/ftJN'h MILL \ ----- II I COAST HIGHWAY ,---------If. CONST. P.C.H. .--If C.C.M. 24 SOUND WALL NO. Til SEE SHEET SWOOFOR WALL DETAILS AND CONTROL/EXP..X,INTS FOR OFFSET PLANS. ----CtWJT-%1.t.aJJ!r. I_, FOR REDUCED PLANS OAtOINAL SCALE IS JN INCHES --J . /r',ILL : T/',PE t=tt ; : OOT I COUNTY 12 [ ORA ROUTE 001 REGi,f-EREo c1v1L ENGINEER 19.8/21.4, [ 63 [ 157 ~9-Qf~SSI0,t.f( ~},;---:;f' ~i PLANS APPROVAL DATE ii ,.. I-- ROBERT BEIN, WILLIA'-! FROST & ASSOCIATES J' Eq,. ~ PO BOX 19739 1'1725 ALTON PARKWAY ~,'l" \rfo.'f:-"t- lRVINE, CALIFORNIA 92716 !7141 ·H2-3505 Of Cl,.\,.\ 40' 48' {TYP.) L-(TYP.) CONSTRUCT MOW STRIP ALONG WALL. PEDESTAL ADJACENT TO TURF AREAS PER DETAIL ON SHEET No. SW-20 {APPROX. 155 L.F.) CONSTRUCTION NOTES CD PROTECT IN PLACE. /$.~ ! ----: vs/i!.,_.-·----~-~ ---I 1 I SOUND I cu 12-209 /IPtP'ILE St:4LE' HO&Z.: /":,,eO' VERT. .-/•,,, 2' WALL -I,! -II -10 -1 PLAN SW-5 leA 023761 - - >-- - >-- f- X ;x fo 0 w "' > w a: . a: )(----ttl z a z w >-" !!j 0 a: ~ 0 w !!/ w a: w ~ U::-"' ~ a: w ..J ..J i Ir < C) - REMOVE INTERFERING SHRUBS ANO IRRIGATION SYSTEM AND REPLACE TO MATCH EXISTING 1-+-+--"----l " 15 =-------:--~- ·- 1----+--11-· --· ·: _ ---t -- ' ,X 1----4 ---~------- X E,c. Ydo. Emb. fORM DC·OE·IQ-Pf (REV. 1,_ll •- ' I NOTE , REMOVE INTERFERING PORTIONS OF EXISTING IRRIGATION SYSTEM AND REPLACE TO MATCH EXISTING. PACIFIC COAST HIGHWAY V -I/ is) . .., L...........fXJST. CURB 8 GUTTER ~RIW ~--EXIST. BACK OF WALK '----CONSTRUCT MOW STRIP ALONG WALL ADJACENT TO TURF AREAS PEA DETAIL ON SHEET No. SW-20 (APPROX. 160 L.f) SEASHORE SOUND WALL ', --·- /C I ., ,;,,•,,_ -~•.'"' .. I -~4-~~oV~ 0 INTERF£R1N·~ • • • PORTIONS OF EXISTING I . BASK£ TBALL COURTS AS NECESSARY DRIVE I W> 7 I I NO. ]J[ SEE SHEET SWf'OFOR WALL DETAILS ANO CONTROL/EXP.JOINT IN OFFSET WALLS. • I I f'OR REDUCED PLANS ORIGINAL SCALE IS IN INCHES /8 I CURVE DATA 00 FEFEFEN::E 6 R L A Ll)'Ollt ll,ie 886.00' 8 l11yout l lne 882.00' C l&yout line 886.00' 0 LIYOllt line 882.00' £ layout line 686.00' L1.yout line 3•10'08" 880.00' 6 Layout line ro4•04• 884.00' H Layout line 880.00' PACIFIC ----. --r--___ , __ _ 0 ' ' ' --;---- ' ' /0 I 56.50' "8.67' 55.33' 12.61' 24.00' 48.67' 47 .JJ' 56.00' ' T 28.26' 24.34' 21.67' 36.36' 12.00' 24.3"' 23.67' 28.01' SOUND I HIGHWAY WALL NO.'Jl: i OST. COWTY I ROUTE r6&f ~ IS:15.~I_TQ:Ws 19,a121.4 I 64 11s1 12 ORA I 001 REGistERED CIVIL ENG --__ !, . •· RSMOVE ENO PORTION (/5 LONG} OF MASONRY, WALL (APPROX. HT." 1.5 J CONSTRUCTION NOTES G) PROTECT IN PLACE. @ .1'3:"t'ME SC4.tP ~z. ,·/"•.40~ VL'Rr. , ·/.r 2' - ·- - -7---~ .• -. -----·---' ---L.- 1 ___ _,'. .:___ ~-----+ ·---·-·----------SOUNDWAL.L PLAN SW-6 1--- II I? 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PAVEMENT (PROTECT IN Pl..Aa:) ,; >->-"' " z z w "" g:? ::l Ir r<'l ti; :J2f-' r<'l <( r<'l <(~ ·"' :8 w O> w -,t...J I"'"? -:t;z J~ J m 0::: Q O+ 8 • ':1 • ~ z + .. Zt<l =<(=<( =fd-1£,:!w.~ f--w ~ f--U) 0 ~ _J I '2 I -Jf-----➔e3 N 53• 10' 53,"~W~-----__,.L 654 -t£ Cf. CONST. PC.H. "<0 655 <t._ C.C.M PR<YOSEO SIDEWALK PROPOSED C 8 G/ PARKING BAY SOUND WALL NO. XI ·--. ' /C,.OQ _ __:__ _: .~:: .·\ ,, .. '. ' . : . -{;OQ--.: .. ~. : .. - ;wt¥ ,Y,l-'.?JAf'>'-11'.,/1~-- \ SEE SHEETS SW-18 AMJ SW-20 FOR WALL/FOOTING DETAJLS ANO JOINT DETAILS . : ... L....------'---'------'---'--------------------------~ -. // I FOR AEOUCEO PLANS ORIGINAL SCALE IS IN INCHES I PACIFIC COAST 1D 669 SOUND WALL NO. XII . -wAtL nn-r· HIGHWAY fi_ -_ -l f--w w 0:: f--U) 0: <( 0 w u I +---670 DIST. I COLl'HY I 12 I ORA I 001 I 19_s,21.4 I 14 I 1s1 n..,' ,J~ • REGJ~REO Cl\llL ENGINE ~~':!, ~====~=-----Ilg /Ht( )tll ~ 4' ••'"''"~ ,;. PLANS APPROVAL DATE ii No. ,._ 'J- ROBERT BEIN, WILLIAM FROST&. ASSOCIATES -.I'. £,cp.~ PO BOX. 19739 14725 ALTON PARKWAY ~,'.t \'IJ'+--V-'"t- IRYINE, CALIFORNIA 9271B 17141 "72-3505 OF 0,\.\ , rJPtJ//Lr ,SC.,,fU, At1£/Z. '/".r,,f(Y VERT : ✓"" 4' ..---vw-'.,'_Q_._:_--_·_·_ .;--_----~--·-·-·-1---· -~: ~~ ~~--~-=~: "·~-~~-~---'. ~ -$ f--- I -$ ~ -/~-~ L --/J -f--- _,, f--- --!/-~ -H '-- -~ '-- -, '-- -? ~ -,; ~ ----; -'-- • SOUND WALL PLAN SW-16 I cu 12-209 IEA 023761 >--- -~ - I I X . I i 0 ,. w "' "' 5 0 w w a: ¥1 w w "' X a: 0 ~~ "' a~ ~ 1: ,,. ,. filo, "' ~@ 0 w :,Z "' g~ " w <w r 00 " iL' a: al )(----w ~ w z a: a z w w .J .J ... :i " w 3 ► a: a: ~ < CJ --, -. . ----~ --------~ ----------·- ---• --------~ --! -: z 0 ;:: .... < .. I-.. "' X 0 .... .. ' "' 'I-z ' . . . . . --···-·------~--------~----. . ---r·---------_ ·-•------_ _j_ _ ---- 1;;' I-.. ~ 0 I-• z "' w • "' " ~,~!)tj < • ~, • ~ " < ~ ~~ 0 .. j :::i < <.> X .. 0 w I-< I- : Station "' t FORM DC-OE-•0-PF !REY. 11eeJ •-I I 1--w w ~ U) 2 n: w Ii. 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WALL IJAR:S 20· EXP. JOINTS WALL TYPES 'A· 11: r:: •O: "F'{ --1;- ,;/:s WALL. SIICET TYPC SW 8 DI SW 10 5W II oz 5W8~1/ 03 SWB~l2 04 5W 12 WALL D SCHEDULE 0/MCN.S/ON3 REINFORCING Hh-lZA EJ a bod I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' I 8'' AND 1r WALL B"WALL ONLY ' I ' I I I ' I .-4 & 48'" HJRIZ. 64. l'7JC£ /tV ~ i3cAA1 OAIIT- @iYPICA\.. 51:CTIOtJ-WALL 'D" 4Z (TYP£S Of,02¢03ASS1/0WN} SCALE: r=2' -I ALT liZ D.ST. I COLIHV I ROUTE 12 I ORA I 001 19.s121.4, I 1s I 1s1· REGIST~EO CIVIL ENGIN ,,onssio~ ~~~'1; ==~--llglk~±/~ 1-'P~l~A~NS::..:;A~PP~R~O~V~A=l~D~A~rE;:_ _____ \\*I ~_a/µ-,t r... AO!l!.RT BEIN, WILLIAM FROST I. ASSOC1JIITE P.O.BOX 111731il 14725 ALTON PARKWAY V'/4,1:; CML *''t t OF t,,\.\\~ lRVINE, CALIFORNIA 12718 17141 472-31105 LIDO 54Nll5 SIDE 50LID ~ CMU el~.&••1<-" o• Of f'-0-OTHt:RS I Le-&ocKs ATToP OFJ!ll.L WAHS /'ILA.lTERS TY~ AT AU WAlLS £XCt:Pr TY/>£ ~E~ ' I ,_ I T'i'f'lC.A\.. 'c.OllNO I/JAi-\... 1,11,.'(0Ui R\.G. CONSTRUCTION NOTES ; i PROf[Cf IN Pt.A<;E.UCEPT A' NOTED fDlt WAU.. n-n DI R[>1(JVE EIUTl/lli PCC SIDEWIJ..l/Dol!VEWAT. CONSTRUCT f>(C Sl0aMLI IT•4"J. CC.STRUCT SOIM:f,jALL PU -LL Pl.AJIS. G) REFE~ TO EAllTtt'WClltK $?E.CIFICATIONS FOR l RIOT 0\/EREXCAVATION ANO COMPACTED fill. UNllCR All WAI.L FOOT!NGS. SOUND cu 12-209 WALL DETAILS SW-18 EA 023761 X ! i \ ) i i ,(-••- X > " 0 ~ w a: a: w w ;; " z w ... 0 w ~ 0 a: .. 0 w "' > w a: w ~ ii:' Ill ~ a: w ..J ..J :ii ► a: < CJ I NOTES: ©A,vv .o4Rl-n-147"Mtl:5Te£cur m n4CtLITATE ~:5St1Gc ,::::,,,- t/TILITl£5 TI-IROU6JI rn£ WAlL MU.ST ec-R&"r'ZAC@ .BY nfC 54MC tS4R 7YPe ANO BtZC /Al TH£ aa::.c AD.,,iAC!;NT TO TH£ aq;;;vb\/6,, l'/ITH A #flN/MU',f LAP OF .?4 IAIO"IC,5. @lia'..E'S r"OR UTIL/T/l;S VP Tl) .. r PIAMETCR m t:3e" c<'oRED OUT THROUSH THE M4S'.WRY 30U!./OW4LL. I I T I I . I V I I I I I T T I I I lar' MIN. LAP ! ! l I \ . I ' r I I I I I I I I I I I I I I I .,,,.,. MIN. LAP I, ! ! !! I I '-..._atR'K;0::IY COLVERT OR 5i..£EVC J""'QE" 1./TILITY or 4"'/7/AME'TCR OR 6'R54ICR. BLOCK OUT DETAIL N.T..5. c7 ' :TtJii ----1-..., ' ---1 I I '8f' i ! ! ,! ' ' ' ' I I ' L -------, I I ' ' ---------I I ' ' I I ' ' ' --------h I I ' I ' ' ' I ' ' I I ' ' ' I I ' ' ' I I ! ' . I Ii Ill '.<I "· ~ '"· :ii~ ~ -, C mrn - - Mi--+-----1-~--..#)(•#if'mK.G4l.l(.!17l..L!SAR-"'-'E'LD Tb [ Fl!AME ' ' LI==t:==.i:::i __ /,.,x4'r(G A::E"541-1N ~{TYPICAL) ' ' ' . I I ' ' ' ' ' ' I I 17 ' ' I ' ' I IA A ' ' ' ' L --· ----:fl I I ' ' r --------~-I I ' ' ' ' ' I I ' ' ' ' ' ' I : ! ' ' • ,! . ' ~ I., Q ,, ' - - ' ' I ' • I I I ' ' I ' I I ' ! ' I ' I ' ' ' I ' j ' LI---L------I ' I ! r I ' c.-J ELEVATION SECTION C-C --'\,- [I --PRo;/nt 3-3~;,(([,' h'VY. OUTY CUTT 1,///.kiES ----ttEl.O T:? 5TL. C ~ .J4M8S I srz... L G4T£ I P£4M.S PER LE:4F I ' I ' i ,---.3"x.3.,x%fHk. G4LV. 5TL. L G4TC ~ (TYPICAL) I i,• ,,,.,---, I~! ooooooj . ,P/6:JVIOc LATCH AND-----------~ LOCKSET AS ?YRE.CT£D I-BY THE 5'\.GI..V€c"R 5ECT!ON A-A SOU/0DWALL 1lIII . 13..,;<%'nlK. 6<1.l.V. STl.. 54.I< -WeLD TO C Fl?AME:. . SECTION B-B GATE DETAIL I DIST.I co~rv I ROUTE I 16'f',ij_1 ~fur ISHJPl~Ws 121 ORA I 001 I 19.8121.4 177 I 157 REGl¢eRED CIVIL ENGINER ~3/f~1~10,t~ ~ j7 ft ,/ , 't,i "PL~A~N~S~A~P~P~Ro"v~,~,~o~,~,~E------i:~ur--, I"' \ /.•/£. .. -ROBERT BEIN, WILLIAM FROST & ASSOCIATES\./';.'&#,.~~/. P.O BOX 111739 14725 ALTON PARKWAY ~~£ tli-~1// IRVINE, CALIFORNIA 92716 (7141472-3505 ,__Of C"-\.~..-~ SOUND WALL DETAILS SW-19 X 0 > w "' a, 5 0 w w a: "' w 5 ~ w < a: 0 X ii:' a: a:, w s ){----w ;; " a: z w w .J ~ :! " ::E w ~ ► 0 a: a: ~ < (!) X X ALr. I DIST. COU>ITY ROUTE POST MILES SHEET TOTAL .d4L&l4 aws s101; TOTAL PROJECT NO SHEETS 12 ORA 001 19,8/21.4 78 157- Set.SWORE OR/Ve S/Oc f N.U1 PRAM£ AMO rconm T5.W. ;:ER fl.AN----! See PET.2VL. (j) T/115 .511££.T FOR ?Mle.l ~r ANCAt:1o:'A:;.£' ANO /4!.?Nr27,~t'""/,i/G AT '8-'cRY ;::o&T-, WAL/.. LAYOUT LINE (TW AS<? rl'.M/) ----------~ ~,€51/T P.MICL (S£E ~EL J:E"T,4/LS roe MtK..L /at& .4VP &U .. ,&",e,tMM4)~ -! '> Ai.rl;RN,41]; ~ tW APJAC6VT -J L ,-<,lfC/F/C CLAY RCt? NORMAN l'lA51-/eO BRICK9 OR B,;JL.t.4L (5,?Jf,'K;?¼, .. x //%')--- P.C.#. .S/OE l----c'a'e·,"'%--~t-Mc;:fffo (AV/T.5 rt:!----;5(£}AG.., V.&e>:"" CCNTe:REO E,l'i6T. QJ1/C. ?AVGW&"N/ if',©n-cr )l_ ~£;?~/~.; SEC .5.PCCS Z".<4"' k'CV---~ '4@ .. 3!1:f h"a&Z. /A./ ,XlA./0 ~M l/A//T.5 Z"-o"' ~ G/~K LJY OTJ.IEl<B Slucco Fini.sh ~ {Bolh race:) \ 12A 4: It;, *Block 114€ 24"JJoriz. in 8ond8M. Vni/: 8"x8";c¼"Plain8Jod: (sol,d Groul) PLANS APPROVAL DATE ROBERT BEIN, WILLIAM FROST & ASSOCIATE P.O.BOX 19739 14725 ALTON PARKWAY IAVINE, CALIFORNIA 92718 17141 •472-3505 V5 Jo1, T PLAN-COVTROL JO/AIT WALL "E .. TYP/CAL SECT/0,t/-WAL.l-i5:H SCALD/"-2' TYPICAL SECTION-WALL "F" TYPICAL SECT/DAI-WALL "G" !EE 5'-,f:;£T M:l 5W-l8 FOR CONn?0L AA/O EXmMSIOV .JZJ/A./T OE7:4/L5 " ~ . $ ~ ~ ,, ' • ~ "' I I I I I I I I • , ~ __LL / I I I I I I I I I I I I I I I I I I I I I, I _, V V ELEVATION SC4L€: l"~Z' ~#..:/lo" PILASTcR PLAN .5CALE, r-o .. so' I I I 6C4lC: l"""'Z' 5Ee SHEET AO. SW-!8 RJR PILA5TCR 4W Jt!INT t?ET4ILS .5CALE:/".:Z' MORTAR JOJNT- 114 VcRT. EACH .5-'Pe or 1'"1:)Sr MK'hO-E"-...._ 5 Z- ~ M,'ISCWRY M:L! WAllS DETAIL Q) 1 3x2'•t;,"E4CH S10£0l'"STU8 PANEL STRVCTURE STl/.8 AIK'hf?R~ MJ!E: ~K .-VUY N'/SJ/ 'lZJ ~V/~ G,e;J(/r /l:Jc.t:eT (,'?:¥? Aa.7U$rni=IVT CF STV8)FIZL Pcx:Ker W;fiRcur. SvtntlT £ET,}/IL5 FOR R&"~W ~Re awsr,~tk'.T..a-tl. P.Cfi SID€ S0/SIK¥?€ OR/VE ~~~,.-<SXM"'1ll PER PLANS Yz' R'AOIUS A.OTES: I. RAl/51/G.e4CE FaR' MOW.STRIP /'"A80Ve' £,.(J577NO rvRF e. f"t©VI0E .54WCUTS ,4/ 10' cmre:RS ~-CQ-VC.RETE 6HALL ,5,E fl.ACED 0# C0,4,1PAC7EO ALL OR /f/ATIJ/£ G£40E 0'P.JV.WT A T/M Al "' "l CAPPING 81</CK OET.LJIL CONCRETE MOWSTRIP Oc7AIL SCALE: I"" f'-0" SllJP LL HORIZ . JO/A.IT CAVLKING 7YPJCAL (e,OTH ~C€6) PLAN·&rPMISION JOINT IVALL "£" 8d PARTIAL PLAAJ-WALL c' ,V. r.s. 'ffllYl&'.JTmM~ ,,.,, =, eorra,, r P.lfVVI~ K~O ~TRlCTk1;1/ .J0/,1/7,:'5 /N WALL ,<=WntA:., AT -4'0' C&vlc.'5. REN.t"OE't"ING CQ.1/T/Alllt?U.5 TJ-IROU<iH JOINT. Se£ TYPICAL teer~ ~ Re!AIF. Vc:Rr/C4L RBA/F. L WAtL A-VP R:XJTIA.G RE/A.IF. &<UIE AS rYr"/C4L ~C T/GW AVP AS /,VP/C,4 ,Z:,O ra.e W.4LL JO/,VT5 R:AN-FOOTING AT L#ILL OFFSET WALL "E" SCAL.£=#1''.,l'-O" SOUND WALL DETAILS SW-20 FOR AEOUCEO PLANS o 2 , __ _:_'_:_'"_:_":_':_:•_-,_:_•:_-_:_":_-':_:':_'_":_'_:_,_"_'_"_·_-______________ ~---------~~----·-----------_1_ _ __::o:::•-;:••:::'":::':_'_'.''.:c':'.':'.''_:'~'='"'.:''.'.'."c::":::':::'_-'====cc===e===ce___J _______________________ _i_:c,::u:_1::_2::_·_::2::_0::_9:_ ____ _eE::A:___::0_::2_::3_::7_::~;:~,"e=a.~z~-"_J X ' )(---- • ' -¥, .. P.4N€l EMl!£0MEIJT AT rJME G="" IN.STAllATION~ ft/MIii/. EXP. JT_ . / / / / 6tlL ANGL.£ ,------ :5£E: WAL PuW5 PO£ U~N6rH OIME.N510N'5 4.oo· '[_ Posr I I 3 i I Sc£ se:TION A~ 1--+-----l I 0 w > "' <D 5 0 w w a: "' w 5 >-w < a: 0 ~'i-i3.t- ' ·,:T .;;. '> > al <D <D >-0 0 ::I w w ::,Z "' o'2 0 ~"' w <w :c 00 0 ii:" "' m w w ~ ;; " a: z "' w .J >-.J 0 :ii w ~ ~ 0 "' .. < Cl z S!.._ !.: ll. I-. "'"-o, ... . ~'I" < "' ,-. vi "' "' Q ,-. ~1 ;. ~(ti "' 0 u, j :::; < '-' u, 0 ... I-< I-"' dP Yz-TleAAJ5PAREJJT PAA/EL. -%' F.H. CHICAGO ,50LTS I ' ' I / / / / / / TYPICAL, N-l!AI£' R:>Sr 0 LOW MOOULUS Stl,C(;WC .tE:4P ® €OPM OASKE:T @ U~TIIANE TAP[' {2 SJOE AOH£:JIV£) a " 5.cxf I I I TYPICAL POST T}p/C'AL WALL5 0./.?5" M//t/. LW'EAK .!JI.IARP C1::.leNC..6 .OIS" F01n• DC-OE-lt-l'F CA~Y. 11111 •- / / ., / , E WALL ~-y ~ // r,w,ci/ C. ~ r~ \;> / ' / / , TYP!CAl caeve.e msr /t) Cl?A.117...V.WUS Jl&l?TICAt.. P,41.IB"L.. RC7-4'1N£'R (MJTChl!"P AT tkJT7ZM Few' S!FP IN RCTVkW WALLS.) 77,l,CK,Ve,:55 410 FASTeNl:Rs A5 R@VIK'EP 5V Oe"5/4:9AI. ' ,\\ \\J ~ "' ~ h ~ ;< 5. 7 uAlV .s7l?VCTV$J.L STl/8 >t4,..0" DIST. COUSTY ROUTE POST MILES TOTAL PROJECT 12 ORA 001 19.8/21.4• 1 c Lr i<-<-~ ') \.," ' (,_ ''y'- REGISTERED CIVIL ENGINEER PLANS APPROV-'l DATE R08ERT BEIN, WILLIAM fAOff a. ASSOCIATEI P .O.BOIC 11731 1"7U Al.TOH PAJ«WAY J'r.,,,.( CML i*~,._ "j_ IRVINE, CALIFORNIA 1211111w <112-ssos °' c~\.~ !JEE-11/AU-~Afl5l_ 5U f#' ,s-r£P ~nwa ~ m~ Ar If/AU sreP 4 1 ,< 8'" ½"T,1?AAJSPAJ<E/JT PAN£l, SILL (CUT m su,r {Ai F'IELD) " 2.50H \,, "' «; . z .O:I,? R / Sl;CTION A I.a?" z.50" 0.05" Cl./25" '?. ' ~€ ;-i ~ " :,, ~ • \...-v• .O/!'J "-'Kl ..3.a::r" r,,.co" TYPICAL SILL TYPICAL WAlL5 0.15",Wl,V. 8'e54K ~ a'W-t/8?5 .015"' FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ~4~.J'~ ~RiS-r ELEVATJ(}N_ ~7.livS AS ~V. 11.t-LJU!!! R:Jar-REllR.N ,ikis(lf51EP} rl ' ~ ' e "l ~~--+~r'-----,,,r'-----; a ~ ::,:c ANCIKJI?. JIJ-t...- -IV4tt. PLAN El.E'VArtON ~AK£NT PAA!&L WALLS ~ REFER 70 NALL f;L£VATJON ANO PeT'AIL eH££75(JVALL ~) rZl€" tb"" STEP AT RellJR,V WALLS ANO 0"/lleR t?,Gl;q/L.S RELATcO ~ n½VSPAR5tlr PANEL F£4M£ ANC~ /,I,/ THE tl-P190t'k'Y WALLS. = SE;cno!J F3 1. TIIE MANUFACllJRER OP TIIB TRANSPARENT WAJ.L PANELS SHAll. CERTIFYTI-IAT1ltE MAXIMUM DEFLECTION AT1HE CENraR OPTIIB 8 FOOT LONG UNSUPPORllID TOP EDGE OF TifE PANELS SHAlL NOT EXCEED 4.S JNO-IES UNDER A 40 PSF WINO LOAD. 2 PRIOR.TO INSTAUATION OPTIJETRANSPARENrWALL PANELS, TifE CONTRACTOR SHAU.OONDUCT A FIElD TEST ON AN 8 FOOT X 4 FOOT PANEL TI-IAT SIMULATES A 40 PSF WIND LOAD. 1HE PANEL SHALL HA VE SIMPLE SUPPORTS IN A HORIZONTAL PLANE ON BOTII 4 FOOT EDGES AND ONE 8 FOOT EDGE.. A UNIFORM DEAD LOAD MAY BE USED 10 SIMutATE 1HE WIND LOAD. nm MAXIMUM DEFI..ECllON ATIBE CENTER OF1HE UNSUPPORTED 8 FOOT LONG EDGE SHAU. NOT EXCEED 4 1/2 INCHES. SOUND WALL DETAILS SW-21 cu 12-209 EA 023761 J:Al. 2¾27 0 w ► m ~ 0 w w ac ~ w ~ w < 'x ac 0 WG ~ ~-<-o- ; ~ '► ► fem m ~" 0 :'jw w ~z "' o\:1 0 ~"' w <w I 00 0 655 f'>-,--..., u:- ac a:, w s ix----w ;!; " a: z UJ w .J ~ .J " :i! w ~ ,. 0 a: ac .. < CJ ®7 rl . l .... L,, .... ,o~ 653 FORM OC-OE·f2-~~ IIIEV 11881 -- I I I t ,-t {; t. I ~·· ' ·-~ ; -~ ~ ~ ,,_ ~-" ~--,,,.,. ' ~ IH' ., --"""' • '" ' 654 l FOR REDUCED PLANS ORIGINA.l SCALE IS IN INCHES ----------------------------------·--•• --· I I I l l I I l I I I I /' / ,/'-:---I ;;/ -~~ 659 I' '. ' I'-. Cl} ' z. a: w. ~ i I ~ - \~ .. -' ~ ..!, -f .:,.I rr•r-I 1~1 %J _, /_.j Ht;M 11 J ~ \ f \ f YT •1• • I ,T,.11.\1 ol • AGA An OOJI: IJHG HEX HYB ND OLE >ll Tll PIT 'l'OB WR' RAP IKD RAJ. RAP lJfD SPR TRA FOR PLANT LIST AGAPAHTIJl)S Al'R.ICAHUS OOlCAMTJltlS UNGOIS-cATI HEMERoc:M.LrS HYBRID 'YELLOW' KERIUX 01..EAHDEll 'PETlTE PIHi:' PARTHEHOCISSUS TlUCUSPI!lA.TA PIT'I'OSPORUM TOSIRA 'WHEELERI' RAPHIOLEPIS INDICA 'BALLER.IHA' RAPHIOLEPIS IHDICA 'SPRIMGTIKI!:' TRAONCIJU>US l'ORTUNEI 0 DELOSPEIIXA Al.2A 0 GAZJUIIA LEUCOu:AKA 'WHITE' DIST. COU\ITY l ROUTE I rcWAf ~~CT \Sl;'s.ETl~Ws 12 ORA I 001 I 19.8/21.4 _sol 1s1 JI II ,J_ ....... -, ·-· ~~ ....... s ====-=---11~1 11 PLANS APPROVAL DATE i( ,_ ~RO££,;;c;;RT;;.;BE;;,;,IN;;;,WM~F,;ROS,;;;,;T;;8;,-,ASS=o"c"1A"T,..,.e> ...... lt~ ~ !RVINE. CA 92718 WN..UAM E YOCOM 8 ASSOCIATES o, c•••f'\\• IRVINE, CA 92715 , I I -. ... -17-N Ii ..,: :c . en 1:1 en -I I ' 1.-, .:::-:':-"" 660 < ' w 661 z :::; :c u ~ < :::E ---- ~ SEE SHEET Bl'-IOf'OR COMPLETE PI.AMT LEGEND AND HOTZS. cu 12-209 PLANTING PLAN1 HP-11 leA 023761 - X 0 > w "' \'.i 0 w w "' \'.i w ~ w < "' 0 ~; ! □- ► ~ 3i ' o> > w"' "' ~□ 0 <w w Jz ~ i3 \2 " JO) w <w ~ uo " U:-"' ., w w ~ z " "' z ILi w .J ~ = " ::. w ~ 0 > "' "' .. < C, z 0 ;:: < .... "' 0 X .. ., z < "' .... u. 0 .... z "' "' .... "' < .. "' = < z "' 0 u. j ::; < '-' u. • 0 "' .... < .... ., ~ 661 566 AC.A Al"JI. DOX UMG HEH HYB NER OU PAR TRI . PIT TOB 11H --RA» lJID LIL RAP IND SPll nu roR PLANT LIST J.taP.urnmS AFRICANDS OOXJ.HTHUS UNGUIS-0.Tl HEKEROCALLIS HYBRID 'YELLOW' NEJUUll QUANDER 'PETITE PINIC' PARfflDIOCISSUS TRICUSPrDATA PI1."!0&PORUN TOBIRA 'WHEELERI' R.U'HIOL!!PIS lNOICA I BA!.U:R.INA 1 RAPHIOLEPIS INDICA 'SPRINGTIME' TRACHYCARPUS FORTUNE! DELOSP!:RKI. ALBA <a.%.llll lZUCOLIUlQ. 1W1IITI:' sn SHEJ:'Z' HP-10 roa COKPLETJ: PUHT l.EGEM'D AMO NOTES. 662 ._: Cl) i-;. :::, z ...I < ~ 663 I ' ' l FORW OC-01-11-PF (REV. 1/ltl •_, --=:..:.:...:.:..:.'-'-'...:::.:..C'-".:."-------------'---·--·------........ , __ .. -....... ,_, --- 2 S69 :'OR REDUCED PtA,~.$ n,,:GINAL SCALE ~s IN INCHES 664 I ) 18 • 14 665 OST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 12 ORA 001 19.8/21.4· PLANS APPROVAL DATE ROBERT BEJN,WM, FROST 6 ASSOCIATES IRVJNE, CA 92718 WILLIAM E. YOCOM 8 ASSOCIATES IRVINE CA 92715 81 157 F srAMPCO Catie i+= Cl) ' a: < 0 w (,) 570 I )~-----------~---~( :t '';/ '-.::::::============-==::::::::,, 19 20 671 \\ PllANTING PLAN HP-2 cu 12-209 EA 023761 0 w >-"' "' > 0 w w a: "' w > r w ~ a: 0 X w. ! r 0 t3 ;= i ~ '>->-fil a, "' 5@ 0 w ::,Z "' () 12 () w JV, r <w ()Q () u::-,r a, w ~ w x----;!; a: C, w z ;;j w r :I: () w ii:: 0 ,r < ~ CJ i ' ' w w ~21 ----, ~1° 'w 1li Ii ',_ --/ .. , / --Cov· / / I f I I I ---. I PLANT LIST ---:~ :::==================------··'-::·'cc -- 2Z 614 675 6?9 J .J { i ~ ~ ~ .. ·-- / -~ PLANS FOR REDUCE JS IN INCHES ORIGINAL SCALE 24 0 S T,4MPQ7 C2:1VC. PAVCMe""NT --------- / / 'I! : i ) : • / / / <: / DIST. COUNTY ROUTE POST~b TOTAL n-a.N 12 ORA ' --'!lltF 19.8/21.4 "'1ectN AIICMl'RC14 PLANS APP FROST 8 ASSOCIAT ROVAL DATE E RoaERT BEIN.WME CA 92718 IRVIN • a ASSOCIATES WK.LIAM fiRY~~M CA 9271!5 PLANTING P,LAN SCALI!! ,-:20 cu 12-209 EA 023761 HP-3 C, > w el "' > C, w w a: ~ w r w " a: 0 w • • ro ~ .,:-o- " ~ ~ '► al"' > "' re, 0 :l w w => z ~ (.) 12 (.) JU) w "w J: (.) 0 (.) ii:' a: Ill w ~ x----w z " a: z w w .J .J r ~ u w ~ > 0 a: a: ~ <( CJ z 0 ;: < ... a, 0 X ~ "' z < a, ... ... 0 ... z w "' ... a, < ~ w C, ::5 z a, 0 ... I :::; < .., ... , C, w ... < ... "' ih' ~ ., d... :c ..: :c Ill l w w ~ w PAVt.!MCAIT w z ::J :c (J I-,c :I l G,O.L. OOXANTH,O. UHGUIS-CATI VINES TO sz---.1' Pf.ANTED ALONG ALL WALLB FACING PACIFIC COAST HIGHWAY. CENTER VIHB (!H WALL BETWEEN PILASTERS, Ii: I \ t ~ " " ,,_ " t ~\ \\\ ,,_ ~ t +z-1-~ \ ' f'IT" Toe, i,,,tt ,o I-.'\ • -~ ,,.;· 'hs ' ~ ,.,, \::: ~ 5'1<. ,<;<:VJ. t. I l " \ "' < l i ' , f • ' • V .T) \. IP'll!A rYP 1i_./ 691 ""-r ,_,., ' ~ ;,, {~ f) " '} \ ~I -~ "~"' ... 11--1;~ ~ ~ s,rce; Cf' 'M LL l 1'! < l\ I 1:-~. r. w'\ ~ 'F 5•i,,../ 692 PLANT LIST N3A N'R AGAPANTI-IJS -"RIC.AH.IS OOX UNi OOXMTHJS UIG.IIS-CATI HEJi HYB tflEROCIUIS HYBRID 'YEIJ.CM' IER Qf . NER I IM ct£N«R 'f'ET ITE pl N< I PAR TRI PARTHENOCISSUS TRIWSf'IOA.TA i;J,l ;~ ~ PITTOSfffill4 TCBJRA 'lffELERt• RAPHICI.EPIS UiHCA •SffilN'.iTlfoE' TRA FCR TRAO!Yc.ARf'US FCRJ1J£ I @ ll'LOSPW'A ll1lA t t© { GAIN4IA L8m.£ANA 'Nil TE• l. I;! ~ ~ ~ 1:/ I ii ' ' < $, \ii ~ ~ l l l l t. t. ~ ! :t ~ ~ I!; ' ;, ' ' ~ ~ ;,. ;,., \:i!, ' .41-1 /•1--,,_' ~ ., -- rrr~i; w~ ,..,,,,,.,. , 'f'F- " -4 r-----------------42 , ~:-ccf, ;'\ x; :-,,~ :-x· % .·.·~ ')1. \' ') .. \'.' ') .. \' 14'. I \..,,."' I l1ASL.4J L 693 (F\ HEe:F-a.a 7A4fPCO ClWC . R4t£.,W£,VT "13' FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 i ;, c\ • "' ,?\ •.• 'l, \.' '/ ,.,, _./ ®7 --MP-ro f'<?R. CDHf'UllfliJ rt,,t,.HT Lt:6et!D ,.,...ti - l l l ] ~ ~ t ~ < it it ,;l ~ l'l l'l l'l, "' / t. t. l ' £ ! !!) ~ ~ r ' \l', " ~ < .. ~. " .. , 41--1~ -U) 11 1-....-Wtf / -~·--=.~TYP. 4, t. gl < ~. DIST. COLIIITV ROUTE 12 ORA 001 PLANS APPROVAL DATE ROBERT BEIN.WM, FROST 6 ASSOCIA IRVINE , CA 92718 WILLIAM E. YOCOM 6 ASSOCIATES R IN A 9 71 ' .. 'i' ill £ !!) < ,t_ i1l ' , '- ~ 2 '1:, i, 'ii:, i, "f~-f"' ~ . 17 l 'U.""" fll"-pj Wtt ,,,.,~ J?;itJ"r T'rP." 44 ,,.-I -4 I I I ' >i ~\ Y. <\--:r; ?\--(! ,\, )<,; liX' .• , .. >✓-~: \' ~1 \' ·1. '\ 'f. \' ~) i . .,. .• \,' ":!"•: :,1. ' '--5'"-L5:,,_ +-694 695 11,, ';; G,'I, rlraef'-0\-$ cu 12-209 '-s'r<. 696 11,-,; """- Nl"j'-C!-e< ,,,_, /~I PLANTING PLAN< SCALE 1 :20' -· -~ EA 023761 I I CJ w z :I :c ~ < :I HP-4 X I -.·1 . I C >-w "' .. 5 C w w a; ~ w w ~ a: C ]X Wm m !;i:~ ~ c- ► ~ ~ '>->-:a .. .. >-c C :5w w ::,Z "' "!:! " JU, w <w :,: oc " ii:' a: m w ~ x----w ;!; a: CJ z w w ..J ..J >-:i1 0 w ~ > 0 a: a; ._ < r.:, z ~ < ... = 0 X .._ ., z < = ... ... 0 ... z w ::E ... = < .._ w 0 < z = 0 ... j ::; < ., ... X 0 w ... < ... ., • • { ~ 'I" ~. I 0. :c ..: :c (I) w w (I)_ - :I ~, 0 I-< 2 f. q; ~ ~ ~ ' " ~ ~· ... , 697 -i,,-,~ / ~ -' JZ.-1~ ~-,'i=f--== i -GAL 51 t ? ~ flr7Z'f> WH- =G',Lc--: -='- ']_)---, 698 52 ~ " .. ' 699 84VCMeYT l!lff SK&ft HP-10 FOR OJIU>LZTI: PLANT Ll!:GlrnD AKO WOTU. 5T.4MPCD a?NC. F ?AVEA4£NT ~ 704 .2tl::::::5 €AL.-- 53 " ' ' ~ ' 49 700 ll-~f'I~ oi,J ~"'°" q" W't-1.- 705 -J2'=-~ 54 I ftiaii: a-le.~---lo/'F--ir=r= / I 1 GAL, OOXANTllA UHGUIB-CATI VINES TO BB_/ PUNTED Al.ONG ALL WALLS FACING PACIFIC COAST HIGHWAY CBHTJ!:R-Vl:ilB OH WALL BB'l"IIBBII PILASTERS • I FOl'I REDUCED PLAN8 OFUQINAL ICALI II IN INCHIS • I !>ST. COlMY """" 12 ORA 001 19.8/21.4 ~. 1111uN;.... ~ucNrHCT~ PLANS APf>RQVAL DATE ROBERT 8EIN,WM. FROST 8 ASSOCIA IRVINE, CA 92718 WJLUAM E. YOCOM 8 ASSOCIATES IRVINE CA 92715 cu 12-209 PLANT LIST ~JIJll~, OOiEROCIUIS HYBRID •Yfll(lil' tER llll C1..E.NftR 'PET I TE P Ir«' PARTlEflXISSUS lRIWSPIMTA PITTOSPCRM TCBIRA 'WEB.ERi" fWlH!Cl.fPIS IN11CA "St'RINiT IE" TRAOIYCARPUS FCRTIJE I IE.JISl'E-AUlA GAZMIA LBm..fANA 'w-llTE' ·PLANTING PLAN· SCALE 1"':20'; EA 023761 X X 0 >-w " ~ 0 w w a: "' w > !;, w a: 0 Wm ! ~~ o- ~ ~ '>->-iil" " ~@ 0 w ::,Z "' ~ii 0 w <w :i: 00 0 u:-a: a, w e:.. w li a: CJ z w w ..J ... ..J 0 :i w ~ > 0 a: a: .. -,: C, z 0 I= .. ,_ = if .. z .. "' ,_ ... 0 ,_ z w i! "' .. ... :!: .. z = 0 ... I ::, .. ... ... 0 I!:! C ,_ • PLANTING IZGB!ID BOTANICAL NAHE/COHKOH NAK!t AGAPANTHUS AYRICAHUS LILlt' OF THE NILE 1!:Rlt'THRINA CORALLOIDES NAUD CORAL TRE!t SIZE 2-t• BOX 3P BOX QUANTITY . ?"O " ' ESCALLON'IA RtJBRA , GAL .. 10-JoQ.Mf-JC/', i-11/-l?s<r,,l-lA- N.C.N'. FICUS RUBIGINOSA RUSTYUAY FIG JACARANDA KIMOSU'OLIA JACARANDA LONICERA JAPONICA 1HALLIANA' HALL'S HONEYSUCl(Lg PARTHEHOCISSUS TRICUSPIDATA BOSTON IV'( PITl'OSPORUN TOBIRA TOBIRA Pl'M'OSPORUM T. 'WHEELER'S Dll'AR.l'' WHEELER'S DWARF TOBIRA TRACHELOSPERKUK JASKlilOIDES STAR JASMINE 15 GAL ,s GAL nm , GAL HAL HAL ,,_ 5 GAL ISa<'L.-- .. 12• OC " .. / ,. "I'~ , , H~lti"f -f-W-!'<TTJel-l 1N.L ~UE=- @ tn:2-11,s ff'!'-!'<Cl'-F ~YR'O -"1Uictt lee<:> IIS/ ACF-E=-v,o:,D ceu,Jio;e F!Et'el'-- """' lb'S/l'Cl<E ~lilt\Gi'OW Ul'-EA e;oo II;:;/ ;'Cl'-e. /16Pt:IJ,"j1Jl'AI-6f'Sl-11 ew [l>'>/ l'Cf'-E 'f1'-~ND!Sf. ".2-50 ll>S/A::!'-E= 'X>ll.. "SlJL-flt!Sl'-- ,,.- :z_e>o I!:,;/ Ac~ <?-10-lo <Zl-'IMPFC;AL.-fESl97UZ:Ef- f"Ollll oc-01-11-l'f" IIIIY. 11,u -- ~ 5U RIOI'- PACIFIC 1>-\/e:t,1UE Qt-lJS, I ... L.-e '24-11 O,C/1'(f') COAST FOR REDUCED PLANI OAIIIIINAL ICAll II IN INCHal ! HIGHWAY • OIST. COUNTY """"' POST TOTAL 12 ORA 001 ffhi;#e::: u:.c, . Pt.ANS APPROVAL DATE ROBERT BEIN,WM.FROST 8 ASSOCIATES IRVINE. CA 92718 WILLIAM E. YOCOM 8 ASSOCIATES IRVIN A 271 <P-JA'.::.'>iY+li:J,>, ylli'\'.'.15,1 I-LA 16-&'<I- PLANTING PLAN SCALE 1•:20' HP-6, cu 12-209 EA 023761 I :. I I -;;/ a :/ w >-~ ~ "' a w if w "' SlJfMPEO CVNc: r ~ w ~ w ~ "' a Wm m ~!g ~ a- ,: ~ f· "' ii '>->-filo, "' >-a a :5w w iJ ~. c:,Z "' ol:1 0 JU, w <w :,: 00 0 --IL ., GI fl~~I1 w !=. x----.. ;!; " a: Sit;!; Cf'\'i"'LL z w .. .J -~-,_ :! u ::E ~ .. a,-/reP.. 13&'!\v~!ffl Pl~ ~ > 0 a: qi ~ 3~ "F W°<-l-"' ~ c( Cl • ? E,AJ... NS!'-OL-e. -1:,~ z -lt<D ':>~I--0 ;:: C ... "' 0 PLANT LIST X 0. ., I z C "' 16A"" ~~~I~, ... oox ll'll ... IE.II HYB tEJiEROCALl. IS HYBRID I YEU.CW' 0 IER a.£ N:RILM a..£N«R 'PETITE PIH<' ... PAA TRI PAAM:tO::ISSUS TRIOJSPIOATA z PIT TOO~ PI TTOSPCR.14 TOO I RA •w-m£R I ' w RtiP INJ SPR RAPHICl.£PJS llfJICA 'SPRUf3TIM:' I OE ... TRA FCI< TRACHY~ FCRTltE I "' {D I C IIlllSPERMA Al.BA 0. I w © GAZAA IA l.BXQ£A/4A 'Wi I TE' 0 ! ' ::5 I z "' 0 ... j ::; < .., ... 0 w ... < ... ., • fOIIII OC:•01-•t•PF (IIIY. 1111) •- ~ "t' ~I l Cl.) ,--'--! ! X I ! 56. 101 ~G,,,,L .:.._ SM HY"· ( \ \ (tl GAL. DOXANTHA UNGUJS-CATI VINES TO BE PUNTED ALONG ALL WALLS FACING PACIFIC C:...•l<>T HIGHWAl. CENTER VINE OH WALL BEnfEEH PUJ,.. TERS 57 708 .., Ill z :i ::C· u I-< ~ FOR REDUCED PLANI ORJQINAL ICALI II IN INCHES ST-4MPE:O co~. ~VCA4e"NT 8<~NB{OA.1 • ' 58 709 'f4V&'M6VT F .:J01AJ0 TYP. 61 10' - 712 F ,. 710 59 Pl.ANS APPROVAL DATE ROBERT IN,WM. FROST 8 IRVINE. CA 92718 WK.LIAM E. YOCOM 8 ASSOCIATES IRVINE CA 92715 f:XPAN5/0N Jb1,rr; TYPA:'.:aL 711 I I j .., Ill z :i :i:. I u ~· :IE I SI!■ 811Kft IIP-10 POii. C0NP£ZTS PLAJn' l.BGBHD AND """"· I (. I ~1 STJ1MP£0 C0,1/C. F 'j:/V.51,f&VT "' -'f'F1"'1>-' z'rYP. 62 12' 63 713 714 G'--L- ~---=- .PLAKTING PLAN SCALE 1•:20"t cu 12-209 EA 023761 -Ii ,~ Ii :,.: Ill z :i ::c I~ HP-i J./.1. z. 2 X X )(---- X X > m 0 w "' 5 w ac w. ~~ o- " ~ '> > film m ~ >-o 0 :'iw w ::,Z "' o\2 0 --JO, w <w :c 00 0 ii:'. "' "' w s w ;!; " a: z "' w ..J ... ..J 0 :ii w ~ > 0 "' a: .. <( CJ ~ "" ... "' C .. "' z "" "' ... u. C ... z w "' ... "' "" .. l!l ,c z 0: C u. i :::; ,c u u. C w ... .. It; • • NOTE: 1 - 1 GAL. PAllTBSlfOCI8SU8 TRICUSPIDA.TA nD TO s• Pu.nm ~ WALL mm:um KAal ntACIIYCARPUS 1'0RTUDI PAC:IK PACIFIC COAST HIGHWAY. ~ ~ ' " ,;o. i;.;.,1.,. t-151'-oc.= I . £ /RI < ,_ "' . 717 ~ " 0 < " ~ " ' I ~ llJ ~, ; < ~ "', SlJlMPcO awe. /?" f3'VEMENr 'v/f3 " "' < re :''_1:.'_'1:•.~~~. ' 7e,, • t;, G"L .. Hl!!f-,:::,LB I~· IG'>-1. ... prr~ 'WH' I 1 - 1 GAL. OODJrTHA IJlfGUl:8-0.TI VDm TO U / 1-----------:.!~=tu::,:::.n =IIQ ~ OC::~~•-= __ ...,,,.. __ ,,..,. __ • _________________ ~=~~-r:!•iG'l:::::=~e·~=L,µ~1,-,;;J;~;!"'!~i::-::::::_ _________ _/ f ~~-SHD'l' !lP-1 POR COMPLaft Pl.UT LaCDD .um r'Sf',o\.-p. 722 \_l=XPANVION JtJiM7;,YP. • I I I.'! I l I J. ') ------------1-------------+-------- 723 724 725 ,01111 oc-01:-••-•• UH1'. 11 ■ 11 •-I I FOR REDUCED PLANS Ol'UQINAl ICAlE IS IN INCHES 2 . ' I @f-------11 I- I o,· .... . d. I :z: .,: I :z: IIJ Ill 74 I Ill Ill -1 lE I Ill z I :::; :Z:· 0 I 1-· <( lE iJ I - 1 I . ' I I . i COST. COU<TY I ROUTE 12 ORA I 001 - 111 -v I I T~~-l~l.!Q.T~ I 19,a121.4 la1 I 1s1 I I I J '-./ '-- -lfl1. oox llti IEJ4 HYB IER Q£ PAR TRI PIT TCII Wi RAP Ill) SPR TRA HR <D © cu 12-209 =-,,,=-. - --Pt' w ""r=--- PLANT LIST J6N'Nf1llJS lrRlf.NtJS OOXNmus ltG.115--0TI lflEROCJUIS HYBRID 'ffi.1.CW' NERILN Cl..fNO:R 'PETITE PIN(' PARnao:ISSUS TRIOJSPl~TA PITTosmlll TCBIRA 'w-Efl.ERI" RloflHla..£PIS lflllf.A. 'Sf'RINiTlliE' TRAO-IYCARPUS fCll:TlJEI llaJlSff-1U1A BAZMIA l.flJll.£MA 'WillE' ' Pl.ANTING PLAN SCALE 1'":20": HP-81 IEA 023761 ..T.N.Z4257 - X C >-w ., ~ C w w a: "' w > a' w X a: C w >--" C 11 '>->-a3., ., >--C C :'iw w :::,Z " g~ u w <w :,: UC u ~ t4p. e, z C ;:: < ... "' X C 0. "' z < "' ... u. C ... z w "' ... "' < 0. w C < z "' C u. j ::; < '-' X u. C w ... < ... "' ii;' ,oAW oe-oE-eo-P, (REY. 1/&e) 12 • ? G"L 723 "-"' 0!-1 ft::r'I ~c;e Of W;:,,t. ~~~ ' ' ' PACIFIC COAST 73 74 72< 125 ---------------------'-<--..:"' ~ • ~- FOR REDUCED PLANS i)RIGJNAL SCALE IS IN INCHES I I ,- 1/) w > 0 w u u <( z 0 <( al a: ..J I-<( z al w ' HIGHWAY 77 '"" 726 • • .. : 9 •• . , . • : . .1. I I ' ~ I ' ' • ' I ' 1, I I ' I L_A_ I • -4--V u. -7 ""4- P,..P I D Slff'.. ROUTE POST MILES SHEET TOTAL PROJECT NO. 001 19.8/21.4 88 REGISTERED LANDSCAPE,ARCHITEC PLANS APPROVAL DATE ROBERT BEIN, WILLIAM FROST & ASSOCIATES P.O.BOX 197311 Ho7:l5 ALTON PARl(WAY IRVINE, CALIFORNIA 11271D 17141 472-3505 I ,~ I! ,~ I 72S lz I} ,~ PLANTING PLAN scale: l": 20' cu 12-209 EA 023761 HP-9 I I . 0) d. :i: .,: :i: Ill 75 w 0 ~ I >-w "' m 5 726 0 w :I w a: I ¥1 w w w a' z a: 0 ~g ~-:::i I -<-~ :i: o-() i ~ I-1r ,c :I '► >-@a, ., <IJ >-o 0 '.5w w :,Z " 012 0 Ow ~"' w <w I IDI> 00 0 -' 0 i':io ~ • I "" 0) w ~ w ;!; IC 0 z w w ..J ..J I ,_ :i 0 w ~ ► 0 IC "' .. c( Cl I I '>"!-!Ci~ I 1'19'-cue: z z ·_,. ... ·1·1· . ,· ·,· r - C ;::: w < z .... "' :::i X a: :i: ., z () < I-"' .... c( ... :I C .... z w "' .... "' < ~ w C ,o,u, oc-o•-••-.,,. 111,v. "'" •- NOTE 727 t:.XPAIJSIOIJ X>lfJ1j TYP. 76 1 - l GAL. PAR'nlEIIOCI88tl8 TRlCUSPIDlTA YIJIS TO BS Pl.Aln'l:D Al.OHa WALL BEHDID BACH TRACIIYCAIU'O■ FOR'lfflllll l'ACIJta PJ\CirIC COAST Blamll\Y. 1 -I GAL. DOVJft'BA URGUIB-cATI VIMII TO Bil PUJ'l'I'ZD Al.OltG lfALJ, BEHIND EACH TRACHYCARPUS FORTUMIII FACIHCJ THB OCEAH. f l l l %: t ;\, "' ' ~ ' B ~ ~ ~ ' ' ' =-I .. L. tp' TYP. 77 728 l f ,I t ~· ~ ~ ~ E:b-I~- 1e'7YP P,T 1", 'Mi' r1r~ •WH' 1:& I /T4'-~fl< r"' 4'1<. \\ I +' \ I ' " . . ! ~ >s X X '« . ,. ., . ;:; 'I \ I . \ I ,IA I '-._5• - 7,0 \__&'M<"'tw 731 .JlJ/11/~ TY?. 11 -I fML. wr. . , I • ~ 1 ... . ,. • ' . ·I• J • 1, 1 • ;;> . . ·l·J· • T ·1 • l • 1 • .,. .,,, ·J.'.l" ,!-·.'\: I "--- \Sl?tMP@ cave 732 t'F\ PAV&W.5\/T Vf:5' - FOR REOUCED 'LANI ORIGINAL ICALf IS IN INCHIEI z w z :::i :i: Z'I< () I-71; I I .,. ., . ·1•1' .,. 0 T~1 ~ECt 19.8/21.4 lill! OOX UHG Hat H'l'B BOTANICAL KNt; PLANS APPROVAL DATE BEIN.WM. FROST 8 ASS IRVINE, CA 92718 WILLIAM £. YOCOM 8 ASSOCIATES IRVINE CA 9271!5 PLANT LEGEND CCHQi NAME AGAPANTHUS AFRICAtlJS LILY OF THE NILE DOXAHlHA UNQUl&-CATI HEMEJIIXAUIS H'l'BRID 'l'ELUlii'' CAT CL.AW IJAYLILY MER DLE NERlUN Dl.£ANOER •PETITE PDllt' DUNIDER PAI TRI PNiJHFNOCiliflll TIUaJa'IDATA B06TIJN IVY PIT Tai lltt PllTO&PDflJN TC.IM '»IEELERI• lltEEWiS - RAP IMO SPA flAfHlOLfPIS IMDICA '6PRINlilTIIE 1 INOINI HAWIHORNE i.lli 1 .... 111• o.c.J 1W. GAL 5 SAL 1 GAL 5GAL 1 BAL 0 GAL TOTAL PD 18715 120 000 815 132 22 1,1131i ••• TRA FIii TRAOtYCAaPUS FORTUNEI WINDNIU. PAUi 11 BFlll TIIJNI. 341 0 DELDSPEAMA ALBA GAZANU-LBJCOLEAHA i..ilTE \rftITE lRAIUNG ICE PLANT <t V' HOTE: lHE ABOVE 0.UANTITIES ARE FOR CONTRACTORS REFERENCE ONLY. lHE CtWTRACTOR SiALL J;,_~.E5POOSIBLE FOR FINAL PLANT COCIHT. ~ ff:lr-',,,r FY-iJ~~~ ~.f.P'"'· i ~ K / v iii ' ~ K, i:;4 • I? ~ tiJ!!,.f<. 01 fl= . \ '·(; :'\ .\ V "') / 4'" <!. l ll ii! ~ ' ' ' ~ ~ ~- K ~. ' ,,7' ;j,'t?fA,,TYP /. :\'-I(, ,f\ l \~ i\. t' ~ 0i ") .• \ . ·;:r 733 1'2--"Tl',A R>F- • 1'3 -I G;-\L. ~ti l"f-1 +IYll• ·"· \ \ '\ / l5 SOIL PREPARATION ALL PLANTINS AREAS SHALL BE TILLED TD A NlNIMUM DEPTH OF I INQIEB Pll!D11 TO PLANTINS AND THE FOLLDWlNS SOIL AMENDMENTS SHALL IE ADDED•: ' PER 1 POD SR EI ·, A. a CU. YDS. NifRDGEN STABILIZED ORGANIC AMENDMENT, AS APPIIOYED IY LANDSCAPE ARCHITECT. I. 1!4 LU. 1-20-li!D CONNERClAL FERTlLIZER. c. 100 ua. AIIRICULTUIIAL IIYPBUN. ~ D.!.laflJ.L!ll FOIi TIIEU AIIID INIIUII INALL IE Ail FDLLDWI 1,E11 CU. YT. Of NIX!: A. 1/2 CU. YO. ICIIUIIED IITE TOP IDIL. I. 1/2 CU. YD. NlTIIDLIZED IKAYINU. C. 1 LB. 8-20-1!0 COIINEIICIAL FEIITILllEII. D. I! LBS. IRON SULFATE . E. 10 LBS. OR&ANIC IYPIUN. • TENTATIVE SOIL AMENDMENT IIECDNNENDATIOIII. TIIESE NAY BE MODIFIED AFTEFI A SOIL TEST KA& BEEN MADE FDA PUNT SUITABILITY. SOIL ANALYSIS Will BE DllTA.lNEO BY TKE !:ONTRACTOA AT TKE CONCLU- SION Of FIOUIIH SAADINS AND PRIOR TO FINE SRADINS OPERATIONS. SPECIFICATIONS NAY BE MODIFIED AT THAT TINE, AND.BIO AMOUNT NEOOTIATEO ACCOIIOlNSLY, PLANTING NOTES 1. CONTRACTDJI BKALL sru:e ~OCATIONS Of PROPOSED TREES ANO OBT~IN APPIIOVAl FRON THE OWNER PRIOR TO INSTALLATION. 2, ALL PLANT MATERIAL SMALL BE SUBJECT TO INSPECTION ANO APPROVAL IY THE OWNER PRibR TO INSTALLATION. 3. SEE SPECIFICATIONS FOR FURTHER INFORMATION. ~-- -=f,"r IJJD'-~~ \___l GAL. OOXl\tfTHA UHGUIS-CATl VINES TO BE PLANTED ALONG ALL WALLS FACING PACIFIC COAST HIGHWAY. C£HT£R VINE 011 WALL BETWEEN PILASTERS• PLANTING Pl.AN. SCALE 1•:20•. HP-ta cu 12-209 EA 023761 J.A./. Z'?7 ' 1---+--l - ---- X > ., a w ~ w ac w ~ill ~~ ~ ~ '> in., !;ca Jw => z () s:! J"' <( w u a "' w w z a z w ~ <.) w cl "' ~ z 0 ;:: < I-"' ~ ., z < "' I- ~ 0 1-ffi ii!! "' < ~ ~ < z "' 0 ~ ::; < '-' ~ 0 w I-< I-., a w "' > w ac w ~ <( a = ~ ,i ~ > ., a w ~ () w ~ () .:: Ill !5. a: UI .J .J :! > a: <C CJ I t' I I I ---,----,--.---------.-"---- i ~ I en , ... ! z' < ' ffi -~-1£ - . en > i ' z a: ~ DST.\ COUNTY I ROUTE 12 \ ORA \ 001 19.8/21.4 \ .90 \ 157- r,;:\t, \LI I~ (I) Ill (I) ..., IRRIGATION PLAN SCALI!' 19?.20" HP-111 cu 12-209 EA 023761 --'-------' X )(---- X X > <D Cl w \[! w ~ ~g: i3 ~ " ~ '► @,n ~ Cl <w Jz 13!:! JO, <w OCl "' w w ;; " z w ~ 0 w ~ 0 "' .. z C >= < ... "' C ~ ., z < "' ... ... C ... z w "' ... "' < ~ w C, < z "' C ... ::; < " ... C w ... < ... ., Cl w "' 5 w ~ w ~ < Cl ~ ;! ~ > <D Cl w ~ 0 w ;c 0 -u. ., !=. a: w .J :! :Ii > a: < Cl j ii;' <( w z I! ~ ·~· F0,-11 OC::•Ol!·tl•~, (IIEV, 11111 •- ~ J ij I, ~ " I \\ ' ~ ' ' ' \7' ' < ' ~1/ ' \'-._ : I, 10 I I C ·--661 662 •,...___ •' / / , / ------- 663 '• I I .... C/J ' ' ~ I I ' z ,.\ . \ ~' ..J \Y )! < 2 • 4 I ;• 7664 il1I I ,.,11 ,, I "' • • ?~ .... ~ en a: i?i ~ 665 '~- . ff' -~ .. ,,. DIST. COU\ITY ROUTE 12 ORA 001 PLANS APPROVAL DATE ROBERT BEIN,WM. FROST 8 ASSOC IA IRVINE. CA 92718 WILLIAM E. YOCOM 8 ASSOCIATES IRVINE CA 9271!5 15 -r-;:fi · i 1f -T !1il I "' 11 I I 11· '1 .. ~ ',>; ,: ~ .. ~-----=~-=--~-~/'I ~=========!:=;;=;:;;-~ ~@] w Q "::::::::==============~1/ . '"Mr, ',, , . ' ., rtJt/Jf or CON/Jl!Cro./ ~~1,VQ Har:.e.----' ,,,r nits t..aArtOJJ 7D "'.JUFf"li r,.JAfE!! 7V l,<4'6-'/TOJ IA/ ?HIS ~-/'7'!0tf1,r,;e I" .AJH~IIO<C !JKULH ~ FOR REDUCED PLANS o L~ ex/517~ cc,,.JTA;;(,1£f2 .Arn-Its la:A1lr:Jf../ 1/1 rf:>55/e,t.,e. IF NOr .PO½'~ : ,P,..-OV/,Z J(4~ ~~,o COIJT~ , ORIGINAL SCALE IS IN INCHES cu-12-209 EA 023761 . ---... ----···--·----------· ---.. =~=~~"':....--======'==========='--· ---------___________ J..:..:__ ____ ___L:::..:.._:..::..::_c_c_ __ ___, .. X X C >-w "' " > C w w a: ~ w w ~ a: C w • • ~e ~ c- " ~ 3i " '>->-film " ~c C :'iw w ~z "' () 12 () JV, w <w :z: <JC () iL" a: Ill w ~ w z ~ a: z Ill w .J ~ .J () :ii! w ~ >-0 a: a: ~ c( Cl z 0 ;::: < I-"' 0 .. .. z < "' I- ~ 0 I-z w "' I-"' < .. w Q < z "' 0 ~ j :::, < '-' ~ 0 w I-< I-.. iii' '--~~ -~ 0~ 673 i--= CD ~ C\I <.p 23 DIST. COUNTY ROUTE 12 ORA 001 19.8/21.4 -, ... r. i--= 11 i, ' ' ' C/Ji-i.• ~~ PLANS APPROVAL DATE \ ROBERT BEIN,WM. FROST Bi ASSOCIATE " ;];' • IRVINE, CA 92718 • """ Cl) WILLIAM E. YOCOM 8 ASSOCIATES ~ , --~= \~~-----------------< ./• r ------------------ ========== 24 26 27 25 t, • \ I I ~111111, 674 67 5 -~ 675 577 q1 678 1· 0111 .~ 111l11· I I· H -,4 ,t•1il ?76 ·-~i1ll M, iii w i1l1.· ~· \ g · ;:::;::::=::::::::::::::::::=============::::-4: fi" 7~========================:~1'7t::::===========================lt,-!:::_==============I~ 1'1'4-:.r, IIIIJ"_ • -------------------- 082. l'W FOR REDUCED PLANS 0 ' ,.,, .... , -~_::::i-~----· ----·---------------- ---~- ,.o.c.-l'OIIIT or OJICNl:cnc.1. CXlllTRACTCII SAAl.l. llllll A SUPPLY UH f"ACft ,Z• Joa:TDI 1'0 THE ,Z• 1ACXrL0111 .tinJa. l'llU,l. LOCAtt~ or THE IIAOJ't.OII l'llEVZll"JDI SHALL 11!: M'PIIOYU> .T TSE LMIJSCU'I: JJIClll'n:CT, n1E STSTZII ~IPZS4'; G.J'.N. !Wt. l"7P.S,l, IWI, oom-JIO?..U:R :If" LIXATJOll.pt,'Xl/!! ~ (Wu. NOlllfl') CONTROLU&-- W..~AI. PBIXP·!!R DE"l'AU. '0', POWPI SUl'?LT TO TH~P0%'1'Z.== ~ ~~~ rzi..u. BCal-1.IP. ,!'DIAL 1.0CA1'IOlf TOR: AP?!IO\IID ST ~-~SCAPE ARCHlff/CT, IRRIGATION PLAN Seatt!--1":2~ _ HP-13' FORM DC•Of-11-PF ll'lfV. 11111 • ------------------------------'------------··-------------------~----'---o,_,_o_,._,_,_s_c_,,--''-'"-'--"--'"--c:__"c:'.c'_--========'====='--___J __ _ cu 12-209 EA 023761 - X > " 0 w ~ w a: w~ ~~ o- ~ '> al" ' I 5@ :,Z o\2 JU) ~w 00 <C w 'I(----w z a z w ... " w 6 <C ~ z 0 ;::: < .... "' 0 X ... "' z < "' .... ~ 0 .... z w :E .... "' < ... w C, < z "' C, ~ :, < "' ~ X 0 w .... < .... "' 0 w ~ w a: w ~ 0 ~ ~ ~ > "' 0 w "' 0 w J: 0 ;:;:-a, e. a: w -' -' :ii ► a: < Cl I di' -... l :c ~ "' Ill Ill -w w z ::; ~ :I \ \ P.O.C.• l'OI111' Cir «-!:CT.lat. CON:J'ill.C'l'CII ~----I $IWJ. -.I. -•LT UIIS ,.._ ~ ~~ a,,onm ..vta. rDIAl. 1.00.nca or THE MCU1.0lf ~ Ru.L • ~ H TIE u.>a::»I: .IIIClll~CT. 'JmE OSfflil ltEQlllitts"1etil.P.II. IIU. ·""••••I• MDI. SHEET TOTAL t«>. SHEET 19.8/21.41 93 1ST WILLIAM E. YOCOM 8 ASSOCIATES . R IN CA 92715 i ___ \.L____ ______________ i~==t~-~,~~·=ifin~~-,,,,,.,~-~n:.+, ________ I N00ll'Zml :nlliIDI: VAX.Ill, 7ll0CII' DCLOSIIR!:. RI: DCTllt. ' ', / ~ S1W.L COO!IDIIIAtt nm uo v . .1..c. l'0IID: SIJPPl,! 1'0 'nlJ:I POnrT MIi JIUJi:: THZ rlMl-JIIXS-oJI. Jl'IJIAL l.OCA':lOI TO me AffJ.'.JYlll ff -UIJID5C,l,PS AJIOQ?SCT. I 38 3 ,, ir---111I ~ / 1' I ~~II ,,,-----.------r1'1,.; 11 / / 111 I I _j . l)1i 687 688 1111 689 690 / ; ' '\·":) 1hJ?;1 >105?\ . ~ ~ _, 6 S 686 111 " ":fl '/!iii /61 ~==========l========.==========jr=============================~t===================={~. ,Ci _:I_ ! ,,,,, t( .. I 4 ----- I I \~· 691 I\\ \~. ,,_,., 10 ;,,.,; q,; 111 //4/f \\. I' %15'-U, '( 692 1F;® 14• 111' l 1' <' I I, ------ -----I 7 693 ; • I ------;.; __r--- FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 , . 694 I --;;:,- I I I • +- 695 --------.--------------- cu 12-209 IRRIGATION PLAN ------~ SCALE 1•:2CY EA 023761 X X X ~ -I IL :z: i-: .. :z: • w w 14 -0 <:I ► w "' Ill "' 5 0 w z "' a: :::; ¥/ "' "' !.: :z: a: 0 u Wm m I-~~ ~ c( o-:E ; ~ "" '► ► al"' m ... 0 0 '.'jw w ::,Z "' o!:! 0 ~"' w """' :,: 00 0 .,, ii:" a: m "' !:. "' z a a: z LIi "' ..J ... i " "' ~ ► 0 .. a: .. c( Cl z 0 ;:: 46 .. I ------------I 53 I DST. COU<TY ROUTE 12 ORA 001 POST Ml.ES TOTAL PROJeCT 19.8/21.4 , A O IA IRVINE. CA 92718 WILLIAM E. YOCOM 8 ASSOCIATES IRVINE CA 92715 I SUPERIOR AVENUE -------1----(SEE SHT. HP-16): I I I ~11 ~\~ f,=7===-===t====:..=..:===r==~;==:;:::=;;;======'====-=:....::,;==;;;=:==±=:::;:====:::;1Ll1 -< Ill ,\\ 5\~ -----!Ill-----+----------'1j\\l. I ~ - < :z: r ... "' ,,:r--SI !fil 52 --;p 0 ... .. z ,c w I I\. "' m,, 1D 111 54 706 w 1-~1:I ~ ~· ii'\ I :z: 1111 • .~ 1\I \; -=---,,,.. z ~ :::; 702 I 70:i 0 411! ... :z: ,ZF; 'h z u I w I- '111 :e ... c( "' :E < ... w C t ., ' . ' 1., I ' • '5 z 1r 104 ~~II 705 1F; /8 :111 1,:, :,, 11. ' . ' r "' ,., ----------0 !: i I ~ < u ~ I 0 w 1".J@ ... < N. ' ... .. di' ----,,_ ~'@ -----:----------,./L ~~ ~, ~.-.---7----,, r ~ IRRIGATION Pl.AN. SCALE 1"':20", ,011M DQ-01-•t-f'f' (IIIV. t1•II •- FOR REDUCED PLANS 0 2 ORIGINAL acALI ,. IN INCHES ' cu 12-209 EA 023761 HP-15 .r.,v. 24Z~7 X :---- X ► m 0 w ~ w a: i"!l -=-o- ; '► film >-o :'iw :,Z 012 ~"' .:w 00 a: w w ;!; "' z w ... u w ~ 0 a: .. ... = !ii i! = i 0 w "' ~ a: -w ... 2i ~ -. ~ ► "' 0 w " 0 w :r 0 -u. m ~ a: w ... ~ > a: <( Cl ' \ ' ' I ' ' \/i.c;J~IJY ~.'tr" 1/r-t--~.,,t ----- ' ----- l":'C. / I "!AF' 1•,i;o'-t 5t't f.}ort. @ ftlOVV ·eo,J~ ;., 'LoomoN. KM ue. /'/UTOM4nc N4ll MOU,c./T COl,/rflolLE/l,. /-10fJNTeo /,c./Slo~ V4ND4L f"!2tX>F b/ct.05'/r!e. CON~croP!. ~a ~PtN"lTl!' TIii! no •✓• A,C. ~,SC ~/'1"f.7 F~ J"'(/ll. e,a .,,,r ~ ll(:;,HT ro Pits Ci:JC4TIC/N A,¢ MA.CS me Ftl,./J;l HC>ql:.-up. /9,VAt,. UJe,qrroN or n-,e CO#T~Oll~ lb t::e A,Pr,eov¢ I!>/ nit:' OWJ.1€/l!S frP~e:f~TATtVe. '""""· / 11 • • te PACIFIC ,f't:7/!-/T or 0:::WNO::,T/0,(,/. CONJ"lf!'ACTO~ ~ /.oum: l"Z" l:QVe Jll' fl..UTe,/! M'4tll MNII~ l/F av tvr~~ AVE., /;"?OVI.A.'! -211 MeTf:I( "'9#0 ;'V/..1 ,,., t,c.!f"';'"t)"' LtNl! JD T>IE- lfJ't." ~LOW J°~e,,..IT/a,../ aev1c,e. ,P/JJ,,,.,l lOCATloN o,.o J'He ,e.,9~w ~v~ ~,.,LL .ot:: .,,,,rr~~ ~ n/~ ~,',./6E'!,, ,ft.JTl/0/C/Zi!O Jee,.P,.<e::,,,5'JTAnV.e. 7,1/~ tJY'OTl:M ;et=QUl,Rc5 '5 6,P.H. /14X. AT ~ ,"'!~./. MIN. --\I " ,, . ' .. COAST FOR REDUCED P,LANS Ol'IIQINAL ICALI: II IN INCHt:I e ~ ~- '\ I /1, JO r 0 /JOTt.: CO/.ffPACrOf!. ~ EJ./tf.Jr<e nt(7PeP- :::X:TTlf16t AVD 0/'EP-ATION OF e,~ HOPU ,Z,Z"l';Q ru"'-.//2€-f'E6<.}lA7TN6 V4f.J./E5. HIGHWAY 2 CIST. COl.NTY ROUT£ 12 ORA 001 19.8/21.4 PLANS APPROVAL DATE ROBERT BEIN.WM.FROST 8 ASSOCIATES IRVINE. CA 92718 WILLIAM E. YOCOM 6 ASSOCIATES 7 ------........_ ........_ -........................ _J IRRRIGATION PLAN! cu 12-209 EA 023761 . ..I - • :,. a, 0 w ~ w cc ~ ~ <-0" " ~ ,,. lil a, ~@ ::,Z gi <w 00 cc w w i!! 0 i5 ~ 0 il: z ~ < ... "' le .. z .. "' ... ... Q ... z w :,e ... "' < "-w Q C z "' Q 0 w ~ w cc w ~ 0 ! ~ :,. a, 0 w "' 0 w :r 0 ;;:- Ill ~ ffi ;;l ::i; re <( CJ ... j :::; C "' ... Q w ... < ... .. dP ---------- • •• o.c.-klmT C9' ~-~ I I I _I fl -.ii. -.. -.T Ula ..... .,:;_~ 1---~ -=uu:. ..-na. rt11111. ux:a.~ w Ta ~ ,_,,_ ~ • ~ n Ta~ ..::nncr. -■r-nQQUDU,fJa.•.a. IIU. ,,,,, •.•• J. JQll. 56 707 fl/ I CQll7WJ1UII. 'C' l.OCATICl/f.fr¢-l"l. AIJ'J'CIUTIC ~--➔ Oll!.L JIOOUJ C0llTJW1.LEII. M0CJlfrm ll'.&ltl! VAa>At. l'llQOf' EIIC1.0SU!lr:. siz oiv.:IL ' '• ~ lllAU COOIIDDU.ff TKE 120 ¥.A,C. KMD ICll'PLT TO fflll POllff A11D M1.Q: Tl!£ tll'Al. IICQ;-ol'. !'lllAL LOCATICII' TO II!: ~ t,1' THE u.KDSCAPI: JJICIIIttct. 706 -, IU z ::J :c I:! <( :IE I I 57 FOR REDUCED PLAN& ORIGINAL ICALI' IS IN INCHES 0 2 58 709 710 61 62 712 • 3 59 CIST. COi.MY A0UTE 12 ORA 001 Pl.ANS APPROVAL DATE POST MILES TOTAL f'R)JECT 19.8/21 .. 4 • \ROBERT BEIN,WM. FROST 8 ASSOCIATES IRVINE, CA 92718 WK.LIAM E. YOCOM 8 ASSOCIATES IRVIN A 7 711 IRRIGATION Pl.AN SCALE 1•:20•. cu 12-209 EA 023761 HP-17 i X i i I ! I X i ,-- X 0 ► w m ~ 0 w w a: ~ w w ~ a: 0 I!! ii m ~";: ~ i ~ '► ► film m ~@ 0 w :,Z "' 012 0 ~"' w Ml :,: 0 - ii:' "' OI w ~ w ;!; " a: z w w ..J .. ..J 0 :ii w ~ ► 0 a: "' .. <( Cl z C, ;:: ,c ... 0: le ., z ,c 0: ... u., C, ... z w "5 ... 0: < .. w C, ~ z 0: C, u., I :::; < <> u., C, w ... < ... ., dr ,. ,.,. I~ .. " ft•'¥-, ... •• ,,,.-~ , l't'I. /j~ --- . •" .. , '" , 1 •• .. , •I t415<>,, 14 ,. ,_ .,, ,., . , •• •• ' .. ~ fr' "(~ ft'.!;/ 'bl '(' 13' f2I "'' .~ ,'!-' J -., 1f;) , • §) • §) . :;) --. -- •. o.c.-l'OlJII' m' ~-~ ~ -.. .-,u LIia ... 'IO ;:"I! t------, MOnDII mnai:. .Jal, 1,00,T?Oa m' ,. ~J'B'ID!B_.._.anr:.-an TS lMO.:US aac-J:DCT. ,_ 1,- UQC!lJIU~G.•••• .ui. elC' •• I.J. JIIJI. •• • .,. -11(, ,. ·~ ~-'tf.~ ..... r~'w• _!!!I._.. "' ..... ·'Jt, ~...,.. -,,. l'/4'-., r-I ,'f.' ,., , "' , '"' rf14 ' , i I 1 I __________________________ I_J ~ liiii'Yl'Z. L \f!1/ , .. , ·- , .. , 1~•-• .,.., Jr'' ., T J l ~ •• •• "' •• .., ~ ,..r,J.., ""'' < f r:-t' •• ',t"(' ,ft', ',-:-, , .. ,.. r -' . ,., ' ~ I] i1!i1 721 /F,i\.,,,; :r I II <J 11• I I \l!:J:/ I-'11· < I I 5 I /'· r @'!4 It' ....,.,.. \U I 723 72 75 724 74 J:; -----+---------~ en 725 --,-:;: l_i w z ,~ I ~ ; ----1e:1~~-_I I ) . , "' .,_,,_ :v -~ .,g) -~ ~ ~• L00.710111• f"Ml!JC All'7CW.TIC ,.,,. IIIQJll'?)o;MT'ROLlDI IDI ,;,i~u. r era r• aa om.It. • '• CIJli1JIACTOR aliU.1. CCIO!ll)IJQTI: 711S 120 Y.JI..C. PlllCEll SOPPU' TO nns l'Qttl' UD IWClC TIii J'IQL nocs;-Q?. FtllAI. LOCJI.TIOII TO .. APPROYED n ~ UlilDSCAPI: MCB'IffCT• ' I : _I __ _ FOR REDUCED PLJI.Na ORIOIHAL SCALE II IN IHCHEI • ' ' I ' ' ' ' ' I I (SEE SHT. HP-19~ 1 cu 12-209 fOIIII oc-01-••-"' 011¥. 111•1 ·-I .4LT.' t! ,-- -~ ..J w I z ::; :r CJ J I-<( :E . ,!. Jl/4/-. ~ H~~ -t ,- IRRIGATION PLAN SCAL!' .1•;io• J HP-18 leA 023761 X X X > .. " w ~ w a: w ~ « " '> film ~" :'jw =,Z o!2 JU, «w 00 z s = C lJ; z < ~ u. C ... z w :a ... = < ... w C, " w ~ w a: w ~ « " > .. " w "' 0 w :c 0 --1'- Q • " ---------• '14~.-- ===d~,..,. .... ---~~_Jf l ~ ---~ . ---~ FOIi .. 1JC-OE-IO-IOF IIIEY. 11111 PACIFIC FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHE9 ' 77 ---- w, -'I • '!M' ' " -,_ --=--~-·;. --t-i' --..---- I I r , • : I ~ L-'---1~-~ -Zt® ,, , \ \ ,., ,,,, ~ FOUTE POST MILES SHEET TOTAL TOTAL PAOJECT NO SHEETS 001 19.8/21.4 98 157 PLANS APPROVAL DATE ROBERT BEIN, WILLIAM FROST & ASSOCIATES P.0.BOX 19739 14725 ALTON PARl(WAY IRVINE. CALIFORNIA 92718 17141 472-3505 Is Ii Ji I --1 I I <' .. '<' ~· IRRIGATION PLAN •cal•: 1": 20• HP-19 cu 12-209 EA 023761 1. • I .. I :i: ~I 75 ii ( C >-w m ~ 726 C w a: ;1 ~ w w ~ a: C w ! jl r .. ~ <., c- " ~ 3 '>-ll I >-~1f( film m ~@ C w ::,Z " 012 0 JU) w <w :,: SI> 00 0 ia 8 iL' a: Ill w !5. w ;!, " a: z w w -' .. :! u :I: w ~ ► 0 "' a: .. < CJ z z ~ w ... •• . .. • •• "" z ... ::J PW <C ~ ~ - ~ 1;0 • :c z u C I-<C ,c ... ll . C, . 4lf! '/)10 z ,;,., w ,. ... <C C ... i:!l ' . q ------~ ,. ~ z <C C, ~ ./ !: j ~ /1(11 "" "" ... .• C, w ... < ... ., • POIIIII oc-o•-••-PP Ull'I'. 11•tJ ·- 76 --.- 727 m,:' l11 ~ !· ~ 11 :lli 1' 728 I . z 1,%•.~~ ---------CJ 7 i I l .. ., ... . .. . , ,. P.o.c.-1'0Jft c, ~=ai. ~ aM.J.-.1. -.LTUQ:fflCII/Jt • KnV "° na: M • u.a:n.o. Sll'f'ICZ. ~ J.OC&Tltll C, TB ~PDYDrDai.u.•......-mn Tm lAIE-=»1: IJICllncr. -n-UgllIJIU~!il.l'.N. la:l. l~l'.1.%. lllll. C01ff11CLLD. '/'' 1.-IXM'lC.. ft/"1~ Mm:.cATIC ~----1-no.u. !IOUfl) cc.noLLD - W • 4 PP~-.m IEt.l.11. ' '• ~ PlU. OXlll)JMff ~ uo Y..A.c. l'Olttlt aJnI.T lQ 1'UI JIQ1ft _... NU:I'. ~ FJIQL ---l'DQl. l,DC:1'Tlta fl) -AnJIIIJVID n ~ LUIDICUS .l.aCIIIffCT • FOR REDUCED PLAN& o OflllQINAL SCALa II IN INCHl!:9 • "' ~I :Iii ,,,1 f11/1 .,, 733 'OJ .,, /JI.' 'O 11 ~ ' O&ST. counv ROUTE 12 ORA 001 WILLI POST Mil.ES TOTAL PROJECT 19.8/21.4 HI KY IRRIGATION Pl.AN SCALE -1•:20• cu 12-209 EA 023761 HP-20 J.,V. ~257 • > "' □ "' ~ "' a: ~-< -□-,. 3: □ > w<>l -□ <"' sa ~in ""' L>" :z: 0 ;:: < ,_ "' 0 ~ "' z < "' ,_ u. 0 ,_ z w :a ,_ "' "' ~ w 0 □ "' ~ "' a: "' ~ < □ ! ~ > "' □ "' "' L> "' I L> G l'f.45TIC VALVE BOX. ~~.fl-- ITT'l----fl---,MTE VALVE f'YCMlll/'ILM GATE VALVE N/J?: IN'ST4Lt.. /1"Cl"f &.'-ff~ ~.r.7 ~ . #)~~ Cf/lCK (aJPLEfl J,'IJLV~ rnalt'OP1W11M1nw....o .6iw I /!'VIII ... ,,,_ II U/-.) ------trlNCPETE Slll,5/L/Zf,R i,_.~------lll/LV NIPPLE ~--C,IILVELLS ,,,,.--611LV NIPPLE MlV. ELLS PVC. TEE. l'VC. MIi/NL/NE H QUICK COUPLER l'l/'//511 61'4/Jt. LllT~/WL LIN~ /1,t//N LINC. CLJVTPOL IJll'C. ---· • _ II 11 0 CLUIN 131/CNlL TRENCHING 11ons, I ;?LL PLASTIC IJ'P/1'/C TO SC. S/11/KeD ll Tl'eN{IIC.fl 2. 8UN1JLI:. I T;Jpt Ml'IN6 /IT 10' llTel'Y,llLS. 3. Tie A LtJOSC. /?O' LLl;P Ill Ml'IN6 ;?T C,/;?NGe if LVl'l:.CTll?N 6/'eATel' TIIJJN :v•. tNTIC I/LL La:JP.5 llrTCP ALL Cl?NNeCTll?N!i l/,4Vt !Jel:.N MADe. 4 5U ll'PIMTll?N :,OeC/N CATIONS .FOi"'-B.«J<,FILL JV-D t'OMP.4CTION ~C(?Ul/"'-,CMCNTS D E F //4NDIIL t"l'rXJI" bJCLo5Ul"-e • l:t-----,f,J/)11 Ml/JNT tlJNTJ'O!llP lNIT fi!----+-----<W··Orl' S/.IITCJI -'½'>ls-m+"-",,,;a""'iNIS/1 GP/Jll n:111. CLJVD//IT .Fa" CGWTl'a'. ll/PeS. 1ilI£.. all wiring h I,, ,mblk,/ ~ po,-hm/ 4:1:lW. puv1i:lt1 -..roiat ,-thc.t ,n,1 A,..,ttJ b!,if h-. CONTROLLER !!l!L ,,;; ""~-; ,_ n,t,/1,d J,,J.u t'!!!1! s/J h, f»i"ll!d w,H,· nw/,J ahJb: '1 ~ Mr -so ~pc. l'INIS/1 61'/Jll MLV !'!Pc. fJIJ/LlY In, $J" Y',:'_._-"4'1½ J00/1J/:'$hmr,. mom/ suwn. ,,r-BIIC/,/'LOi/ PHVtNTtP .----L-IISSCMBLY ' ' ' ' ' ' ' ' ' ' ' ' -=-'-...:,: ! UNION wfLVIWZtlJ tlLS PVC MJ/INTO---' . JYSTCtl BACKFLOW PREVENTER FIii/Sii &,R,QD£ ~. ··~~~ CWE {/lfJIC flXJT ¼" CPl./51/Ef) PO(K PVC MJJ!il LINC. Pll/5TIC J'ALYe MX <U11fi_ltxC/"9 <t>Kr. ,r.o,,t-?tY"-,/ ,S/,:,/,1/M ,un"J;,.-a,-, AUTOMATIC CONTROL VALVE A B C I'/" CXIST/f{G BllX,. a-J/tllDcF--!%%1 F'VC Sch. M rlst/6- SHRUB SPRAY ON RISER fl.i?/..ICP 81113/J!.tl' F/MJS.LI &"A/Jt. 4'mn. ~ • t> • ,,o,.~J '/1.lY/t PVC Sch &OH/PPL.£ ~----PVC Sch 4? TU IN LA,'l:l"AL BUBBLER Fll{/SI/ ~ FYJP/IP'-----i SPMY JIC,tJD PVC 5'h8/J l'ISCI" PVC tLI "1.-----y'=ss/,-._.,q .. C Sll'HT C.LL PVC. Sch &J NIPPIL ~--PVC lrt-tLL ,NUTtl'WL TURF POP-UP FOR REDUCED PLANS 0 -··-________________ ..L_ :o:":'":':":•:':':c:•:':':..::":..::'":..::'":c:":':':_-'===='=="=="====='--...1. LEGEND SYMBQl. MAUfCI1L UOQFI NOJ DESCRIPIION RAINBIRO PA-85-100-LA SHRUB SPRAY 20 RAINBIRO PA-8S-10T-LA 20 RAlNBIAO PA-8S-10H-LA 20 RAINBIAO PA-8S-120 20 RAINBIAD PA-8S-12T 20 RAINBIRD PA-8S-12H 20 RAINBIRO PA-8S-12F 20 RAINBIRD PA-BS-1~ 20 RAINBIRO PA-8S-15T 20 RAINBIRD PA-8S-15H 20 RAINBIAO PA-8S-15F 20 RAINBlRD PA-8S-15EST 20 RAINBIAD PA-8S-15SST 20 AA1NBIAD 1404 FUU CIRCLE BUBBLER 20 RAINBlRO 1806-100-LA· SHRUB POP-UP 20 RAINBIAD 1806-tOT-LA 20 AAINBIRD 1806-lOH·LA 20 RA1NBIRO 1806-120 20 RAINBIRD 1806-12T 20 AAINBIRD 1806-12H 20 RAINBtRD 1806-150 20 AAINBIRD 1806-151 20 RAINBIRD 1806-lSH 20 RAlNBIRD 1806-lSEST 20 RAINBIRD 1806-1SSST 20 RAINBIRD PA-8S-50-B STREAM BUBBLER 20 AAINBIAD PA-8S-SH-B 1 20 RAINBIAD PA-8S-5CST-B 20 RAINBIAD 1806-50-8 POP-UP BUBBLER 20 RAINBIAD 1806-SH-B l 20 ·" .43 .65 .SJ .70 1.05 2.10 ,75 1.0 1.50 3.0 .5 1.0 1.0 .33 .43 .65 .53 .7 1.05 .75 1,0 1,5 .5 1.0 .5 1.0 .5 ,5 1.0 8 8 8 10' 10' 10' 10' " " " 1Z 4'x14' 4'x2 8 8 8 10 10 10 12 12 12 4'x14' 4'x28' 5 5 5 5 5 ~ RAINMASTEA AME SERIES STATION CONTROLLER. WALL MOUNT IN CA-11-VANDAL PROOF ENCLOSURE BY PACIFIC IRRIGATION. (714) 837-4460 ~ FEBCO ., RAINBIRD ... NIBCO • AAlNBIRD APPROVED APPROVED APPROVED -• -APPROVED Ei EXISTING 0 @.l _,,. ® re= I .2" 825Y REDUCED PRESSURE BACKR.OW PREVENTION DEVICE. EFA-CP SERIES ELECTRIC REMOTE CONTROL VALVE. SIZE NOTED ON Pl.AN. T -113 UNE SIZE GATE VALVE . #33 QUICK COUPLING VALVE WITH YELLOW VINYL COVER. LATERAL UNE CLASS 200 PVC PIPE. SIZE AS NOTED. 12" MIN. COVER. MAINLINE; 1 1/2" AND SMALLER SCH. 40 PVC PIPE. 2" & LARGER CL 315 PVC PIPE. 24" MIN. COVER. 4• MIN. SCH. 40 PVC SLEEVE. INSTALL 24" BELOW FINISHED GRADE. EXTEND 12" PAST EDGE OF PAVING. 2" MIN. SCH. 40 PVC ELECTRIC CONDUIT. OOMESTIC WATER METER BY OTHERS. DEEP WATERING SLEEVE. 4" PERF. PVC PIPE FILLED WITH CRUSHED RCX::K. EXTEND 48'. f'(H?/!J F.ll'!f"!{!tt} COtJrrollet<. J,../All Mow-IT. 7~ ~ ~l!fJC \mUUH ey(!A~ NOTE,: 7JIIS fl'f2/q,1Tf0H Lec-,e('lo, Pt::&4/l'5, _,,,;1,0 ;-lores ,A/'t"lt ro r'/LL-TIie ,O,e,,1/Nlf/c,'5 /;./ T//IS /"ACl'-//6c e)(Ccr'T 51/eer 11r-1c,,. A 8 C A l C l D E F G H DIST COUNTV ROUTE PLANS APPROVAL OATE POST MILES TOT AL PROJECT RoaERT BEIN.WM. FROST 6 ASSOCIATES IRVINE. CA 92718 WM.LIAM E. YOCOM a ASSOCIATES NOTES ,u ..... ,..e -MCJCCINTl'IC:l. __ ,,,_aWJ._ l<STJUEOH!iEP.IAATESU:~W .. ,,_.._.a.;SH.fll.l,•Jl 1'--....0FTWICET><E DW.IE"l"EIIOl'TME-TOIIE '1U£'1Et1011,. HllC,\TBICHT>iECflA-c:o,,m,o_Wf1Ea..£EV£8&1W.1..0I' -SIZEfOflll-£_..,_QF_UCIUIP- Ai.lU.TEIW.l.l-lE-lMOOIPA_.....,__PVtaQCU.l•- ,.,.O!IHM.I.IIE ftlTHJ.EDPIIIORTOPA,..__ --~CCN<:Wl1'0-aD¥111(c»I-IOO ~Ol'll,IJi.l.SI-NUIIKAU.IIEPEMaTTm.llUT ~Ol'UftlDllfZU ... TM-,U-#G AEJEClUll'ff91WJ.•-..O-T>aM""iATT>aMl:ITUEQII -,...._l.CCATIOHOf'THEAI/TOlolA"IIClcaml0UM-._.-.-, THlc~IIPMB9ffATME. 13lYA.e.~-~AT-1.CCAl101181vt.L. Pl'l<JWEE>IIYOTHEM. 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EHSO<S EXJST TAAT WIGHT NOT HAVE 8EOI o::>l'fSUREO tlIBE ENGt<EERNl SI.II.H08STl'IXnlNSCflDFfERENCES9-0..Ul0EllflOUQl(f TOl"HEAT!ENfalOFTHEOWOEl<SN./l"'""""PIIEPRE5ElifA"l1VE. tlIBE EV~Nf THISNOTIFICATIOH IS NOT PEIIFO!Wi:0. T>IE IIIRIOATIOH cafllW:TO<ISMALI..<SSI.-MEFU..I.IIUPOHSIBUTYFORJ«i--.IUSPIIQQ.EIIEOOROEfffNOTOTI-£RWIS£0ETAUIIOII-IIWJ.. 8E HSTAU.El>ASl'E<t......_.,ACTl..OIEll"!IAEC'.CMM!K14TICl\ll.....0 !;PEWICAT'°""' AEFEII TOSl'£cn::.t,TICI\II, FOR AOOrTl:llw.OE"T"'-EII ~- Ar!¥ ("'11-0RAtl VAi.YU) ltlml AS SHOWN ti THE OETAIUI 1M. FOIi T'rl'ICM.N!ITAU.ATlON<:H.Y-.._.YOOfllEI\EOOll'IWCH.1,U.1£',C& PIUCflTOl<STJ.UliTIOHT>ll:,;:01,"TflAC"TO!'ISH>U VEIIIFY wnMTIE CH-SITECAAOES IFTMEIIESSN. EI.EVATICNOO"FEREHCEOF;i.1•011YOM 11El'Mi91TME ftG>EST MEAD NIIOTMEl.OWEST IIEADctl AS'YST&I. TIE .....,. S>K• 11£ N!IT"--1.(g l'EIITHE OETAI. COIIJUCl'OflTO_.,.,U~IHl---CN'IHI .,_....,ATTl-£111Ti"'"lllTO-"IIIIIINff-lNElntl ~ 1Hla;NJll.l,Cf0fl--,U.--fD1.-.ic 1..-nYIKJ""""'""l>MWlolli..__,.M __ _, __ N!ITJUAU.~MCl ... ~ .. -ON'IHl-- l'El'ITHl!OPECACAn::t,1_ ...:JIITO~OJF--~-corrcr-.. UiNlllCH'I" ~ -OOOPOl<,O,Tli ,u. -- EXTPal!ECA11E8'WJ.•o:a,cau,NDCNATNIMC1--£x,JTNJt111./JJU. ~--THl!l.OCAl1011HCJ CCffDfflONOIIAU.lflUTIES--~--TONff ITT<- TMECOHllUiCTOAS!w..t.AT,U lMUl'flOTEC"ltm __ _ .,,r,TtEFTNK,~O\.A(:E,U-alSJQ.U!PAATI!IATMIIUl'Va '-""'Tl.1Hl!l'40f'l<tSACC£P'1'81N--ll"l'TIIE-- THIS:M,TE!,IC)ESIGNISBUEDct!TltEflEGU.ATEDOPEA,l,Tffl- NKJ nlE W>:IWl.M R.OW 00,lMCl S>Oi!NCHTHI! fll'IGATIOHllflA>rN:;SAT UGH POM"OF CON'£cn::t<. THE COHTIVCIOll SK>l.l.mcw>f;.,,-OICEEP UP ·10-IIAT!i A oa.l'l.£TE ·...s.auu· RE<X)fm SIT OF ""'"'1"S -SIWJ. 8E CORRECTED tlAl.Y AIC) SftOWEVSIYQWCEm::,,,TltEOll ....... _ BO<lRl"TltETf.llEOF TME F ..... INSP'oCTION. THI': CCffTAACTOII S1w..t. TIW<SFE!I ,U f<FOAW.TION FAOW THE ·...s.B<A..T' SET TOA REPIIOOU:D.E 0ZAI.GSEJIIA PA00..11'-.!:0 FA01'll<£~ AACIITECT. Al.I....,._ S,W..,. tENOT -= TltE<:XlHflVCTOI\SH.ou.~EO'T>El'l'IE"ISela.EMMCJFIIEEO/l'DCUI. KlUFWENT ..... TE~IN.SA'<OF\IJBBIS>II-ICIOa,"T,11.TO-"flOM. NJ.PIIESSIJIEU"<ESSl<'UBETESTUII.HOElll<IUK)ITATil;P'RESllREOI' \25 PSI FOIi FOUR HOURS .,,r, SIWJ. BE f'A0YBi W,.TEII naKT. ,u lfl>IGAllOH ..,_ SHAl.1.8£GllAIWITEEDIIVl"HE -ASTO .._.TEFLl<.N;()-.PJ'OIIAl'ERIOOOFONE'!V,Al'a.UJWN;,TM[ IIAT(OFF ..... M;<;.EPTH/aOFTHE-....:::R<. CON11UiC:TCASSHA1.1.--.YTWOOUO<-CCUUK-MCl!«-IB.1.ITQ --NJ. .... Tlil'IIIUMCJ~IIK>i.l.~10--...U:ITATtcio ~N;()IDC,II.OOOES. IRRIGATION DETAILS HP-21: cu 12-209 EA 023761 ' i X X >-<D Q w ~ a: FHIISJI &l"l10l:. l'YJPIIP'------l SPl'IIY IIOJO IJl1I Sl.'XINLL.T PVCCLL ra-,-tr'~L--.. C. .Sll'UT ELL f"II C. Sd, &CJ llll"PU ' -fl'C. Tct:-CLL ,N LATCl'AL >----S/fW(lt:/1 IIC4J OYNSt?t. -~8.41. Oll:Ar.,,- .,,u sb~--~ t• r'/J5T-LIXJ<" t:.:rr M.£1' r-----lJIP-p,e ~---. .WM:; .LlllT tlw ;i'.J;!:J ___ ,.., i 5lfflY /.H l'lH/SI/VJa ~I I ~~ ~1--=-T=-:::--=-==c:-,:--:-,::::--:-=::==--------t----...... ------::-----::-----------------t-:=-r=-::::-:-'.-::--::--:------:-=---------------1 A SHRUB SPRAY ON RISER 8 SHRUB SPRAY POP UP C SHRUB ROTOR ON RISER i ~ l--"""'--~--~--------'-------i-'=---'~----------------l,_;;:C....L-------------------1 U:: Ill !=. a: w ::l :i! ~ < Cl Alll'Al l'Jff lf!!:fAIAllEOl'l:JLY l"IPE r~r·•,.,.._J 1------1+" /PS /HSEllT Ell "--,..,._,,, 7MJ l'E{)t/tPEO '----,P.'I(. $T/IE£T FL.J. D 12'' SHRUB POP-UP G .----//4N/J,4L tl'"iXI'" t:,.icLOOU/Cc LA·M4X M/'6. DY-:· °"'"' ~ /<.C. ?t'>7 51/t:JLA "1t''U7 Cl::JMMea:, M&l/1/¼<!w " t+----IJJLL MJ/!NT aJNTl'l?Llll' I.HIT li\----+----tW·trl' 5t/lTCJI '.oioM~.;t;..cat-e,-=~--+U{/SI/ Gl'AU'. '--.__aw,NTC = ~• a4. CtN:!1/IT Fa" ctWT= 1,///'t'S. J:lll&:_ aH uirjng hi,,, ir..hlld..., Pf!F Jo,:,,,/ .:ttt J"'Wli{.-.--rdol fU:{h:f ad A.cit.I~ h- CONTROLLER l'OIIM IIC·011·11·Pf l ... 11'1'. 1/11) E H P.Y.C. 5dz O ElL PVC. 5d, /JJ NIPPlE (k~os"f.w'#dJ l'VC 5Tl'ffT ELL P.Y.C. STl'llT ELL PVC UTO'AL POP-UP LAWN ROTOR rl/11511 Cl'/JlY iJIJlllY lnr#.J' Y':S1n,,n,,r~IAA;t1~,nn- /T,cn,I su-nn. r~/Jt'KrLOJJs::ft~i~TCI' r--------· -: ' ' ' ' l I ~--'---r.oF: : t.lNJ{,¥1 BACKFLOW PREVENTER F I L A ,------/i!UMMN6MJO{TYP.) ,---,:,,'ACK 8/J'JO (~) CURB {TVP.) +--- PLAN VIEW PLAN 4' 711/CK 5W1. C (fa 5PeC5.) ~----a..,rpAcreo su/!>6RAOE SeCTIOAI A-A STAMPED CONC. MEDIAN TIit/Sii Cl'JJll l'VC mt// LI/IE. CONTROL VALVE "sl(;Jp. TIT[ ,J.:tntaf -,..._ NC ma 1¥14PT,,,. tt-,rrllrrrl) /'V( x.! "7NIPPU !'Vt ELL FOR REDUCED PLANS OFUOINAL SCALI II IN INCHES 0 12 PLANS ROBERT WILLIA IRRIGATION LEGEND SYJUIOL MANUFACTURER MODEL KO. DESCR!PTIOK ... '"' RAD • RA<N ,., PA-85-lOQ-LA SHRUB SPRAY ·" 20 • • PA-85-lOT-LA ·" 20 • V PA-15-lOH-LA ·" 20 • • PA-85-12Q ·" 20 10 • PA-85-l2T ·" ,. 10 <, PA-15-12H 1_.05 20 10 • PA-15-l2f' 2.10 20 10 ! PA-85-lSQ ·" 20 12 PA-85-15T 1.00 20 12 • PA-85-lSH 1.50 20 12 • PA-85-15!' 3.00 ,. 12 • PA-85-16Q-SLA ·" 20 .. ❖ PA-85-16H-SLA 1.U 20 .. • PA-B5-16P-SLA 2.66 ,. .. • PA-85-220-5S _., 20 .. • PA-85-22H-SS l.ll .. .. • PA-85-22f'-S5 --l.66 ,. " • 1806-1.0Q-lA-SAM SHRUB POP-OP ·" .. • • 1806-lOT-U.-SAK ·" .. • V 1806-lOH-LA-SAX ·" .. • • 1806-120-SAN ·" .. 10 • 1806-l2T-SAM ·" .. 10 ·• 1806-UH-SAM 1.05 .. 10 • 1806-lSQ-SAM ·" .. 12 4 1806-UT-SAX 1.00 .. " • 1806-lSH-SAM 1.50 .. 12 • 1806-160-SLA-SAII ·" .. .. t 1B06-16H-SLA-SAM 1.33 .. .. 1806-220-SS-SAM ·" 20 " • -L... 1806-22H-SS-SAX --1330 .. " i I XP-3005-Q-07 SHRUB ROTOR 1.U " ,. • XP-3 005-35-2 144-07 J_ 2.22 " ,. • XP-300S-H-07 2.85 " " • XP-300S-F-07 5. 70 " ,. i XP-JOOHP--Q-07 POP-UP ROTOR 1.43 " " i XP-JOOHP-J5-21U-07 _l_ 2.22 " " XP-300P-H-07 2.85 " ,. XP-JOOP-Q-07 TURF ROTOR 1.43 " ,. XP-JOOP-35-214,t-O? J_ 2.22 " ,. • XP-JOOP-H-07 2.85 " ,. • XP-JOOP-Jl'-07 s. 70 " " <f) COMSTAJI FU> MODEL MO. of6BPS8Pof-20-DFG "' RAIMIIASTD Rim SERIES ELECTRIC CONTROLLER. WALL NOUN"l" IN ~ VANDAL PROOF ENCLOSURE. "'"°' l:ZSY REDUCED PRESSURE BACIQ'.t.otf PREVZNTIO.-DSVICK. .. GRISWOLD 2230 SERIZS ELECTRIC REMOTE CONTROL VALVI!: .. NrnCO T-113 LINS SUI GU VALVE • • RAIN BIRD fJJ QUICJC COUPLilfG VALVE lf/YILLOII' VIIITL COVD. --APPROVED LATERAL LINS CL. :too PVC PIPE. S:U:11 A.s lfO'l'BD. . --APPROVED KAIHLIHll 1-1/::t• Ii SMALLER SCH. 40 PVC PIPE. ,. • LARGER CL. l15 PVC PIPI: • ----APPROVED ,t• NIH. '""· ,tO PVC SLEEVIC. INSTALL H • BELOW FINISHED GRADII:. EXTEND 12• PAST !DGB or PAVING. ---APPROVED 2• NIK. '"'· ,tO PVC ELECTRIC COKOOIT. ----APPROVJ:D PVC SCH. ,t O BIIOWlfLIHll. su.a AS NOTED. Ii !XISTIKG OOKZSTIC WATER JIIBTXR BY OTHERS. Nore: !iltX /l'l'l~,91/0;./ LcGcf/m ,;;,It:> Pt:rA//.,5 4ffli !2f:!li TO .5tleCT fir-/&. • RAINBIAD PA-8S-15EST ,,w,,, ,..,,,, 20 .5 4'x14" ,,, □ RAINBIRD PA-8S-15SST 20 1.0 4'><2. " . RA!NBIRD 1402 FUU. CIRCLE BUBBLER 20 .5 a • RAINBlRD 1806-lSEST-SAM et/FU":) l'f:Jl'·llP 20 .5 4'x14' ,:; • RAtNBIRD 1806-15SST-SAM 20 1.0 4'x28' ,. .. RAINBJRD 1804-100-LA-SAM TURF POP-UP 20 .33 8 ~ .o AAINBIRD 1804-10T-LA-SAM 20 .43 8 -RAJNBIAD 1804-1 OH-LA-SAM 20 .65 ··• ~ RAlNBIAD 1804-120-SAM 20 .53 : 10 Q AAINBIAD 1804-12T-SAM 20 .7 10 0 AAINBIRD 1804-12H-SAM 20 1.05 10 0 _RA!NBIAD 1804-12F·SAM 20 2.1 10 ,h AAINBIRD 1804-150-SAM 20 .75 12 .. AAJNBIAD' 1804-15T-SAM 20 1.0 12 6 RAINBIAD 1804-lSH-SAM 20 1.5 12 0 RAINBlRD 1804-15F-SAM 20 3.0 •. 12 cu 12-209 19.8/21.4 Ot'l'AIL A -L... -'- C J_ ' _l_ ' J_ , • • ' J • L L L L K -- I RRIGATION DETAILS, HP-22 EA 023761 C > w "' ., > C w w "" ~ w w !;; "' C Wm ~ ~ ~ C" ~ ~ '> > al., ., >-c C :Sw w ::,Z " u!.1 u J"' w <w ~ UC u .:-.. ID w e. IC----w z 5 a: z w w .J >-.J CJ :ii w ~ i;: 0 .. ~ ,( " z ~ C ,_ = 0 ... ., z < = ,_ ... 0 ,_ z w :E ,_ = C ... w .. C z = 0 ~ I ~ C .. ... 0 w ,_ < ,_ ., • [tlJ-----/1----GATE 114lV£ tl{Ar{[H J GATE VALVE .l!Vftl'lt'. &h 4:J f'/l'Z. r!ll!SII Cl'lllr lJIDV/tW ~it,UJlll' .;, !;;%_~ M LATERAL LINE ON GRADE p ,----Gf'W)E oN PLANTED SIPE! 2 1X"f" RE.:WCCD HEADEJ<:, 8<:>'<F<D Gl','CE ON TVft.F :SIDS REDWOOD HEADER K N ... •·· QUICK (/XIPLU 1///LJ/C (mta,frDotJW_,nlffnW...'"-"""; /lwlti:op-c,,,lr•llr/-.) ~----lVNt'PETE STA.8/LIZCP f'----',4------""S<HJPPLE ~-_,"'1l ELLS ~_..,-NIPPU ~EL/..5 PVC. TE£ QUICK COUPLING VALVE « ~E\N...lj@ WIND. filE=.l""k iW~_\/1ra,.~ ~~~c~ ~"'"" t\',L,;. .... -g~~~~~ . II-<.---f'I..IICE; Ne:.XT To TR.EE c,,'\L.1-, "'--~'--''··. +-F1Nlstt ~VE= :: ~8'\CICFIL.L. Ml,< ... SE:=:!= srcc's, PIT .Sli-'\LL-~ WICE THE: Di,,\• t'lE:TeR.. ~ TWICS: THe. DS"TH ~ F#T 5'\L.L. 7i\11reP ~~~ILL. t'IIX. TREE STAKING /l.aJrl'-lil.llJlJLCI' F/MSII 6:"llll' FULL CIRCLE BUBBLER L TRENCHING t'IM/SII $1'/IIZ UfTt:l'lll llllt: -M/IN l/Nt:-=Vt:-Ca<al/T CtlYTl'OL 1.1/t'C . HClTt:S: l All l't./lST/C fll'IH6 TP N SHIJKt:D ll ll't:Htl/CS. 2. LJIJNJ::U I Tllfl J.//IWG /IT IIJ' NJY'Y,QLS. S. Tit: ll LaJSt: l!IY t.aF ,I'/ Jl/l'IN6 ll CIIAN6C 17 Dll"CCT/a'I =er 711/JN %1". lHTZ I/LL l.aJP.:5 VTCI' All Ct:l'/NCCTK?N!i IIP/C lJlll( If.Ila:.. ,f. 5U l'f'IMTK:W ::r'CC!rl· omcws 117' NV</3/LL A'D t'OMPACTl<W l"Ctl(.11/'llteNTS. ~1'1LL .l2X C>"U- 0 SHRUB PI...ANTt-«3 FIM/$1/ ~ POP.UP'-----, SPl'AY //CAD PV.CCLL ,'1/.C S77'U.T CLL POP UP LAWN SPRAY -'OR REOUCEO PLANS Of'tlQINAL SCALE 11 ,;, INCHEI 0 ROUTE PLANS APPAOV AL OA TE POST Ml.ES TOTAi.. PROJECT 19.8/21.4, IN,WM.FROST 6 ASSOCIATES IRVJNE, CA 92.718 Wit.LIAM E. YOCOM 8 ASSOCIATES IRVINE CA 92715 GENERAL NOTES AU.~ LINE PFNJ AND C0NmCt. WIRES~ PAVINl3 SHAU. 8E NSTAU.B>N8EPAAATESI..EEVES. MAI-I UE8t.EEVESIZESUAU8EA .._..,. OFTWICE 1lE DIAMETER OF THE PIPE TO IIE Sl.EEVEDORAS MlK:AlED ON TI-E DRAWINGS. corna. WIRE SLEEVE8 8HAU. BE CF 9..fflCEHT 111.zE fOR 1lE ~NJ.13ER OfWl£S tHlEA PAWG. All LATEAAL UE PIPIHQ lH>ER PAVNJ SHAU. BE PVC &CHEDLU • P1P1! At«> SHAU. BE NSTAl.l.ED PRIORTOPAVING. • PFE SIZES !IWJ. CJ:N'CRI 10 TI-nSe SH)WNON DRAWIOS. N> SU!SflnJTIONS OF SUAI..JJ:R Pl'E SIZES SHAU. BE f>EfNTIB), l!IUT SUIST1fUTIOte OF U,AOER SIZES"W.Y BE M'f'ROYED, AU. IWWJB>lffJ REJECTEO PF£ SH,lril llE REt.KlYEO FROM THE SITE AT THE S.W lM Of' "'"""' • Aw. LOCATION OF THE N.fltll-'ATIC 00N1l0..l.e:t&W.LIIE N'fRJ'.'ED 8'I" TIE OWIER8 AEPRESENTATIYE. 120 II.AC. B..ECTFICN.. POWER 90U'ICE ATCONTACUER LOCATION SHAU.• PRCMDED 8'I" llrnERS. 1lE Fll-».T10NCONmACTOR SHAU. ~ THE R-lolil ~lll\lFACl,I THE B..E£TRCM.8CUlee lO TI-E COfTflCl1ER. H.l SPflt«l.EA HE-'DS IIHlU.. BE l'Efl'EI t • &ff TO FN9H OfWlE lN..U8 OTHEfMll!IESPEClfED. • THE IARIGAIIOH CONTRN::TOA 81-W..1. R.U8H IHJ AD.Al9T AU.~ i.EAOSANOV/ILVESfOROPTM.Mawew3EWl1HW-...OilERSPRo\Y ONTOWM.J(S, STREETS. WAl.1.8, ETC. THtSOESIGN IS OIAORAMMATIC. AU.PIPNO, VALVES, ETC., SH:IWHWIU.. PAVED AREAS IS FOR OSIGN Q.AAIFlCAIIOH CH..Y AND SHMJ. BE K9TAI..LEO IN PI..ANTINO AAEAS WHEREVER POSSIII..E. 1lE CONTRACTOR SHAU. LOCATE _All VALVES IN SHRUB AREAS. IT IS THE RESPC»ISa..lTY OF THE IRl'IIOATION CONmACTOR TO fAl,ILINIIZE I-IMSELF WITH ALL GRADE DIFFERENCES, l.OC,,\T10N OF WAI.LS, RET.v.«3 WAU.S, STRLICTI.!Rl:S ANO IJTUTIES. THE IARIOATIOH CONlllACTOA SHAU. REPAIR OR REl'lACEAU.IIE"'3 CW,lAOEOBY HISWORK. HE !IWJ. COOAOINATE HS WOii( WIIH OTHER eotmw::TORS fOR THE LOCATION lffJ INST1J..L.AT10N OF PIPE SlEEVES ANDLATBW..S DA:lUOHWAl.1.8, tHlEA , ROADWAYS At«> PA\IINQ,, ETC. OOOOlWUA.UYNSTAU. THE~SYSTEMM SHCJM,IOHTHE DRAWNlS 'WHEN IT B OEMOUS N THE FIELD lW.Tt.HODffl,I OBSUU)TD-IS. ORMlE tFFERENCESOR CJFfffe«:ES N THE NfEA OIMEffSIONSEXIST~TlollOHJNOT>M.\1:l!EENCONSIDBEDNTHE ~ fitXHC8SJRJCTDfSOR lllFfEflEM;E9 flCUJl BEBR:UJHf TO THE ATTe«IONOF THE DMEm1 AUTHOIIZED REPRESEHTATNE. IN THE EVENT Tl-IS NOTIACATIOH IS NOT PERfOFNED, THE RmlATIJH COHTIW:lOR awJ. ASSUME Rll RESl'ONSEIUTY FOR Nf1 REV8IONI ~-•• AU.-.tQ.Bl EOtFMENl NOT OllERWISE OETAI..EOOR SPECFED l!fWJ. BE t-lSlAl.1.EO AS PER WHJFACtulERS RECOMI.ENO,O,ttHI N.:J SPECIFICATIONS. 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Fl4IAIT Sn?IA'MS, LEG'EAIO_,AND AP~. /A/ST;U.L J04,C5"£D ~J,,EMEA/T A14RA1:R,S" ~A' CAlTNAA..d" ,O,E'"7;14JL. AND • 6€A/&04l. .M::>7255'. Pl.ACE OR IAIS774ll.. CQUS"li"a,CT/0{./ nacFF/C C~ -5'A5i4.C5"7 .8.4f'.RKAD6S~CCWc"S'. FLAG ~~ OR ~/Alts" AH~ ..s-ts.c/1 AS A-t:)leD-hWAQ..il.W' ~ ACC€.SS A.S ,t;VNGCTEL;I .8Y &1.6".MSiFR •. :. ~(-) O.C.'T.0 . . q. ~) s R \_ . "-~ i'(.'!! K)~~ tll '- MAINTAIN PEJJ£S7RIAN A0:-65'S. Se£ CS-I RAN SHCCT. /11411..mJ/AJ 577'?EET ~ • DORIAE 80ll.VOWALL ct,tUSTRtcT/0,1/1 TA.JO LAl<JES SI-IALL BE. HAINTl11NED lfT ALL TIKES. SOLJNDlJALL SHALL BE COIJSIRUCT6D Pie/OR TO OR [)LJ!e/NG STAGE I AS DIRECTED Bi TliE EIJGINEER- TRAFFIC HANDLING PLAN STAGE CONSTRUCTION STAGE I SCALE r l~a!!O' SC-6 i cu 12-209 EA 023761 /2 J > ,, m 5 0 ~ w ,, ~ 5 ~ :; ~ 0 w ... , ~ti £1, !iii, ~I o> ,~m ;;; ,~c Q <w w "z " 39 u ""' w <w r ua u z "· g w, " w; u Z' al 0 z • wl • c' ::; J u ~ w ~ 0 c ~ " ~ w ~ ' .. , X! "'' o, !:!::: j J; .. u, ~, 0, ~I t;;I it' ,,,,. ... 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PLACE OR INSTALL COV.STRt.X:TIOA/ T~FFIC CO,VTROl. SIGNS, 8ARR/CAOE5, C0/.1€'5, FLAG TREE, OR FlAS,L//,VG ARROW 5/G,V, 4S NOTED. -·------------..:..:..::..:..-·~--.-:.:....:..:..:.-~--.:.::.:.:.:.:.: -..:..:..:.:.:·· . ' PACIFIC COAST HIGHWAY • l1i'I tjermon \.Y kimmel and Associo1es, Inc. TRAFFIC HANDLING PLAN STAGE CONSTRUCTlON STAGE 11 SC-10 cu 12-209 EA 023761 ' ::_.,./ -, "' w w z 5 z w I-u w 0 "' ~ z 0 ~ .... "' 0 ~ ~ z < "' .... ~ 0 .... z w :a .... "' < ~ w 0 J z 0 "' " u c "' :, --' --' " I-"' w m --' 'ic oorcs 17'1/S SHccT, [§] El !ill ---------- @] /Q(J,f()T ~~.J (a:5ctUO, JQCJO ~. /IOS71:x£. l'iW.<:Sl50 ~IVT ~el'?S ~19 CJ'vCT/'r'NICJ,::,· ,0€7l'Q/(_ t'OlaO ~ tVO"lcS. ~ R~ ~ /tOS7lv«. a::l<.JS~OV Tx:kJFF/C a:::l'()~ SJtS,OS, ~~, a:::KJE-S, R((l0 ~E', O'? Rt"Q.SWA'OO ~ 6',GV, fQS IOCJ7cCJ. (§] MAIA/llllAI STRCET ACCESS AS DIRECTED OY EMSINEE"I?. T C3o(=C-c) (n-P✓CA<-) Sl'AGE .IJ: -,c,,;16\11E#T MO M€DIAA.t CO,VSTRt.KT/01,/ -TYPICAL D€TAIL 3C 6 PACIFIC I I ~~ " .. . = 0 COAST 13 " IW!:85 am -;;;- "' ? ~ /i ~ Ii~ 4- ' j fl) .. ""65 ~W1~%Z) ' ., e HIGHWAY Set::JSHOl'i'c ii< ' ~ "' ~ i 1 !~ ,, y; ,, ~ ~$:~) ~ 8 ' 8 ' !)! ~ :::i i5 I,: " ~ POST MILES ,or~~JECT +""'-4""""!..>.1 12; ORA 001 19.8/21.4 157 -~~'!4. _i;/fJ-i//.,;i,'-.. , ; i ·i,J1ll14-P1t1<.Nt,,\\ -----------1 ;; .... /9417 )' ,_·~, __ ,_. ___________ ..... •. £,i, 9·.30:§9, • ,.;) 852 -8616 .. ... /H\ Herman \.Y kimmel and Associates, Inc. I.No-as e<o·i"' tU~0 38'0"0 I t. £ ,so,,, Qcr.,o ·• cu 12-209 6 Oc.m/(.Zo"J TRAFFIC HANDLING PLAN STAGE CONSTRUCTION STAGE II SCALE1 ,"!:~' SC-II EA 023761 ' • 0 " ~ 0 { 0 ' ~ • 0 ~ • z '=' -"' -'? :;; z "' - z i-,::e ,-1~ "' -~ - "' z ~ = j ;;: u ~ a ~ -"' -~ ~ ZS 4A (U,ff ---~--.:~ -~"~""---...: ___ ..:_ ---------............... ,VOTE'S Tll/5 51/ccT: 0 EXISTJ.VG TD REMA/,</ (I]FOR GEAIERAL NOTES ANO 01:TAll..5 SE€ SHEET CS-I, C5-C,'5C·l1 !SC-2. @SAAIOBLAST COI./FLICTING l:XISTIA.IG STRIPING, l.EGE,V_C!_, OR ARROW EXC€PT AS NOTED ro REMA/A/. REMOV£ RAISl:O PAVeMEAIT MARKERS (UIIERE NEC€SSARY. @] RELOCATE SIGAJ 0/../TO NEW POST, STREET l.lG/.17; OR SIG/.IAL I AS ,VOTED. [!! llvSTAl.l NEW SIG,V A/./0 PO.ST.~/NSlAl.l SIGU DAI STR€ET UGffT. ~ REMOVE SIG/J A.VO POST, AS NOTED. ~ PAIIJT STR!PIAIG, l.EGEND, A/./0 ARROWS. /I/STALL RAISED PAVCMC..VT MARKERS PER CALTRANS DETAIL AA/0 GE.VERA/.. NOTES. GJ Pl.ACE OR INSTALL CONSTRUCT/ON TRAFFIC CONTROl. .SitSAIS, BARRICADES, CON€S, FLAG TREE, OR Fl.ASJIING ARROW S/G,V1 AS NOTE"D. '4 4 B5 • ® ----------------·------------ R/7 7 t,1 =•• acr.a PACIFIC COAST 7 c.zT(eoot:-c) (TYPICAL) HIGHWAY r"UTURE /11ED/AN 12 ORA 001 19,8/21,4, ,116 157 ,-----._ / 1/,,' • --,, '"-#t(;,.,.,.· ' l:!.il!1-p,G4• \ ~ ··~ . .l~'!l£L 1.~~§Qm fH\ Merman \ \9 kimmel and Associates, Inc. /J.-JO·•• O"l-101 TRAFFIC HANDLING PLAN STAGE CONSTRUC11CJ-J STAGE 11 SC-12 ,U 12-209 ,, 023761 ~ z 0 " ~ . • . u z a ~ • z • . :a ~ J u • . 3 ~ " " • ~ m J " z 0 >= "" ... "' 0 0.. ~ z "" "' ... ~ 0 ... z " ... "' "" 0.. w 0 "" z X = ::a I "" u :s w ... "" ... ~ ~ @ \;Re8~' T'l'PE: P (L,.) JOl"-l E.'><;ISTl'-,lG b OcTAIL 29 (/4000" R.40'~) 6 D€T4/L 9 E. Rt8(Rr) -----·· PACIFIC COAST 6 ~RI [~}e· t'LJhrr~ ~, ,fi,-, 12 ORA 001 19.8/21.4 157 lii'I fierman ·, \..Y kimmel and Associates, Inc. 11•Jt:1-H 9'1•101 -:,_ tCJOrcs THIS S/ft!ET: ~ ~ e.X'l:577/0G 70 ~(7if<]AV . '¼. [Z] 0 R:>'9 ~tOCt<;X)( t!XJ?cS i<J0Q OEllQICS ,SEE SHEETS cs-1, Ct,-2, SC -I, ,Q,(/0 sc-e. =sr=-17= cK/:5T/"-G s~. <Bxi<!Q.,.~-~-'-· __ CJ!G=,qr ~ tC,tJ.7cO 70 ~-~ ~0 ~r,,cJUT rr.rr.,nt'fC/'PS ~=-=- r;«cx::,o7c ,560 OCVO IOE.iJ R::J57; .Sll'R!:er ~ OP .sG(JQ(, IJ:S J!XP'&:J. ~ t!~ .s<s() tQGO JCt:2Sr. ~ tA.Jsml.l. &G..U au S77tt=t:r .C/6'.fT. ~ ~ .-Q(J() /COST, ..Q5' .-O::l7cO. A<J,ffJT Sl'l'?il<:rl0:5, ~tOO, ,Q(J() ~. li'USl?vct:. IW,<5€0 ~T ~ ~ 00:::?7'tK)OS ,CJ€77Q/C. ,-Q,t'.'.J() 6"~ tOOlc-S .. [z} ~ 09 .tr..lSJ'l'Q("J:. CO.VSTRUCT/0.V TRAFFIC a::::KJi'i'RX. S505, ~~~~2'-s~~~~.aY~ICJeE/?. (m (Yj<)/,Un:::yf(.) ,«'CcS5 AT All. fiMES A.:J DIRECTED BY EAIGIA/EER. , IWO/"-Vr}, 71/~ t<.J·I 8~ 12-209 TRAFFIC HMOLING PLAN ST.l>.GE CONSTRUCTION STAGE JJ: SCALE '1"•50° SC-13 • C, 023761 .§i ·e ' - z 0 " ~ ¥ ~ ~ z 6 ~ z < ~ J ~ J u • ~ " ~ 0 " w • m J " z Q .:: < ~ = Q .. "' z < = ~ ~ Q ~ z w ,. ~ = < .. w Q < z = Q ~ j :::, ----"' ,.~iR<"6'°> ' -'r,-PE P(1..~) \~J•f" ~ ' ~ ::-■r-.:.::..=-_ ,1 - ~--- / ~ ~ k' ~ ! E 1'14l i!. 5:'.XX.O fil'X.L ------------- i ,P1 '~---~,:·-·;~.;~., -'<:.. .. ·,.' . • I I /1 ~1-°'-~~ I ~ R,_ 6 Ot'=T4IL e9 (OV,=R 0:T.<VL 32) ,..1,.T.Z .. ,,,, .•<-,,,.t\. 12 ORA 001 19.8/21.4, 118 157 i1u Hermon \ \ \Y kimmel and Associates, Inc. u-30-se m.101 ~Tc.5 77YIS SHc£T: EJ(/.:571/0<S TO ~/d'.J. ID'9 ~ tCJ::Jll5'S iQ(X) oe?O;t:;S ..5e:: Sft(!!";!!ERS CS·/. C5·2 sc-1. 4 sc-e. ~~,Gt:5€X/&1l(}(S~AK,G., Cd5SCJO~ O"?~ .. eree:::1r t<l5 tCXJTc0 70 lffi'W"tU. ~ ~ Ff0(,6'Y}5(JT ~ ~l'it= ~~- ~n::: ..56() Q070 .uerJ A::l:57,' ~ ~ 09..sG<,KIC., ,<J.:j ~- ~< tCJSt:.J ~ ,<J(J,C) ,co:':iT. ~ ...::,G<J iQt'.J::J A::157; m ,c..t)7i5Q. ~ A'),f(JT ~ =, rwo =· /==. l"""'50 l"IQ(,<,/Y,IS<Jr ~ ~I? OQQl'f/QIUS CJ€m/C. .«JO ~ t<.KJ7l£'S . [f] ~ 09 ~ CONSTRUCTIOA.I TRAFFIC CO<lll'i=tX. .sG<J~, ~IOQ05:::5 CQ((E.:5 RJ'OS~., Q'9 ,qj'QS"f/tClS /Q"fJ"JOCLJ:SltStV, fJ:5 tOORE:O • (T,K}1tVm/h .Sll'iEcT ,<;tJ3S:SS i<l5 ol'R9:::7a0 6Y cO:S/tC..l:5?="9. ffil MA/NTAIM ACCESS AT All TIM€S1 AS DIRECTED BY ENGINC€R. l t PACIFIC COAST HIGHWAY \ \ ~R?.q 7...::..J(ur,cov,zr) e TRAFFIC HMOLING PLAN STAGE CONSTRUCTION STAGE JI·A SC-14 11 12-209 c , 023761 ------------'======'===='-_l__ _______________ __L_:::_:::.=_:_ ___ _L:..:_=_:_:__:'.___ __ __: 0 > ! w n w > 0 w w " ~ ~ > w < " 0 w ~!::' ~ ~ o> > wW w >-o 0 <w w Wz ~ (5g u w~ w <w I uo u z 0 "' ~ ~I ~ u " B' • z < w, 0 >-w u • w ci >-" ~ g1---f-----,L'.._/-. g ~ ~ . --.,. .,. ~ ______ .....,.__,. __ .... ~ E tVOTcS TNIS s11ecr, @'.I €,X ISTT,US 70 ,;l=(Y,K>,I(). • Ft/TUNE h!ED/AN 0 R:ll? 6€/U9TK7l'.. tVOlES ,Q1'.,IQ ~lir:J/c.s ~ .::Jh&E.T.S cs-1, cs-e, sc.;, ,4,uo sc-e. ~ 19€(00QTE -5)G() 000 iQW .A:J5.7; -571'Fl!:ET 6t5r"?; O? S.G<J();:., ;<;15 ,<.JOlE;O. ftV.S?nC.C l!BO ~ ,<}!JQ ~ ~ INSTALL SIGN CW STRCET l/GJ./T. ~ SG'() ,ouo R'.JS'?; fQS .-o:::r&J. /QW,C}T S??WR-tUS-, c.a:;G(}L) ,<J(JQ ~. liOS?JOCC. /W,(9:::.Q ~T ~s /CS'9 ~~5"_ LJEmt<.. ,-Q,<J,() G6V5-<rt<k'.. ,</OTES • (z] ~ O"'? ~ CONSTRUCTION TRAFFIC 0::,,t'.)ll"R:?(_ SG<J.:5., 6'~K~S., ctJ.<.J:=s, Ft:/0<5 r~~ O'? ,C~,1Ll:S ~ -5/G/U-, fJS tUOT€:_O . (YKJ/tLJmttU STT'r€€T ~ t95 .CVl'r€Cn50 .ey 6<X5/tU':.E?. ~ MA/NT,4/N PEDESTRIAN ACCCSS, • -------------·---------- Kc JOll-l E:,<le>TING ~R~ PACIFIC COAST _-:----~-___.... .... ~-:--~.... -- " ,. 4-I I t,.EV,JPQRT e.oJLEVARO @Jto?(ro ~ COSTA MESA -+ HIGHWAY {1oe;·.,.41:") ..... I..T. z POST MILES SHEET TOTAL ..!.Q.!.~~ NO StEETS 12 ORA 001 19.8/21.4, 119 157 (7141852 -8616 r1u t-terman \-Y kimmel and cu 12-209 Associates, Inc. ll-31>-n ~•o TRAFFIC HANDLING PLAN STAGE CONSTRUCTION STAGE lI SCALE:("•~• SC-15 " 023761 0 w > "" co > 0 w w ~ "' :-' > w < ~ 0 ~~ ~~ 0 1 o> > wCO co ro 0 <w w "Z ~ ~" u :l U) w <w I uo u ti z 0 ~ " u 0 ". ZI • w, < ::; r' J u • W' 01 r . , • ~-w • "' " ' I i ~I ~I .. , "" ;1 .... , J;:;1 .... , ZI ii ~1 "" z "' 0 ~ j :::, "" u ~ 0 w .... "" .... "' d.l Q S W9 STA. /0.,91.69 o" '> BCR < . ' ·~ ·~ 8 ,..;> ? ,:11 ----···----~~--- ,e;--------'°:: .... ; ·;:·.c· cc· 0"':'"':-"':--'::o.::: •" •• " •~•--••.,-f" "••~ 1:-: • -• ~ -• • ~H R:)ll')/'it: ~,q,(.} •• • ---------------------.,,.. ~ ~ " t lo:: ~ 6 /)£T,'J/(. i::"'3 t,JE\VPOfc!T 130l.JLEVARO ~ OAL13C:>A PE)Jlt..J~LA .,. (11<\"',.=") ICX)TcS TNIS SI-leer: @ €,( l::JTltOG 7V f'R9?7,Q/I() . R:Y? ~ tCJ::Jre5 t<J(J(J O:=l?vt(..:, ~ ~ C-5-1., CS-Z SC-I -, SC-Z. ~T CO<Jq'-C.nJOS 8".<5771VS ...:577'rYA't1'..-G, (B:xiCJO., O? ~' EXQ90T IQ5: ..o:::::vaJ "10 ~ltt'..J. ~ ~ ;q<;l(/£(Y,1€j{JT /7.KV'rWE/9..5 ~ =· t?S(OC't:Jle:. St.50 CKJ'10 ((..1SZ) /G:'.J:57, STl"w!ET 6Gi"T, O? S<S-C...Xl(. , ~ l()CV5Q. ~ ,oazJ .s,tS-0 nCJO .,q:).S"T . IR=~ ...5GV ,<KJ() A:::lY"; ,-QS tG0'8'.J. /CKJltOT Sl?i'IAIUG, uSS:=tGO, /'WOO ~s. IIUSllQ((. ~,() ~r ~l'?S A5'? Q<XTl'tK}(.l.5" ,C£n:JI( IQ{JO G!90S"tX7C ((JQTE-:S • [z] ~ O"? ttO::mQ«.. a::::itv5Tt<i'GCTIO() ~r,c COU77'K"X -SG<)5, 6"Q"'f;rlt"JIQ-055, ~<~ 77'R5:', 09 FCIQS'YltUS ~ -3-tS<) 'I ,<l5 ~. (Y"itQltVTt'OltV .ST~€T ,-<:t5" D//'R::C760 & ciC,\:Sf~. ~ ("Jq/tVrnttU P€QSSTl'?/,<Jtt} i9C:'6SS . PACIFIC COAST •'!«II "'•'" A, HIGHWAY ~WPORT i30ULE:VAR.0 @) C05TA MESA -+ ,oe;·-~- smGeJD: QW5T. OISI C:Ol.t>IT\ AOuTE POST MILES SHEET TOTAL ,------,~---+------1-~10"''-''~l PAOJECT NO SHEETS 12 ORA 001 ' 19.8/21.4 120 157 ,7141852·8616 A;\tierman \.Y kimmel and Associates, Inc. ,;u 12-209 TRAFFIC HANDLING PLAN STAGE CONSTRUCTION STAGE lI·A SC-16 i[A 023761 a. 3' , z 0 ;:: < >-"' 0 ~ ~ z < "' >- ~ 0 >-z w :,; >-"' < ~ w 0 < z "' 0 ~ :::; -< >-~· z 0 "' " u 0 "' < :i ,. ,_ "' w "l I j t E)(l:5T/t'CJG 5'G<.>C, 6) Balboa Peninsula San Diego LEFT LANES Long Beach RIGHT LANE IONLYI DETAIL ·:4·· t Balboa Peninsula Son Diego Long Beach ... DeTA/l "B" t Balboa Peninsula Son Die8o NEXT RI HT DETAIL "C .. ( ( smsc O'.><J57: Son Diego --+ lc,e·"•l DETAIL "0" i l \ C, Rl&#T n.,,,,,.>,U OVLY T4ll. e9 0(011 @~c-c Rt':6 ~q."(.Ull,Tci 0 llr "~ UKlY 0Kl1 7 K-1'<'4/L 7 >= @Jm"• 80(){.€(A(Jt9/) DIS! COUNn ROUTE 12 ORA 001 REGISTERED CML ENGINEER POST MILES TOTAL PROJECT 19.8/21.4 ICJOTE'S THIS SNecr, elf/.ST,K)(S TO l?€J?JIQI/U. Rl-'9GE~ ,uons:s fJI.JO Ot:lil:Jll.S ~ .:sH£ETs cs-1,cs-2,sc-1 (.sc-z Sf(J~T ~IC77.<.G'QJ:STTV6 ..57MA'/'US, CBSBUO., O'? ~ E}ll:EPT /JS tOCJlcD 10 l'W:PilQ/fCJ. t9€ftlOVE l'TfJISS:J .,,qt:X/E{TJ€tUT /Tl/¥?/11S'?::J ~~Y. ;9,B:...a:)Q"R::: ~ 000 ;(E(.) RJSr, S/'l'tB=T Gt:SYT, 0'9 ,3,tS(..tQ(, /Q:l JU07&:). //f.JS1FJ«.. ttl5:2? ~ ,.Q{J() 19:::0T-~ 111.STAlL SIGIJ O,V STREET l/GHT. ~ l560 IJi<JO t<:t:XST, t<J,3 t!X)l'5Q. AQ//UT S?M9'..0S , G.9Si500, ,Q(,JQ ~ • /t0!:37/Q(I'.. ~-0 JW(,67'Jt:l() r ~/'rl.S AS-? C'fK77WVS LJETKJK.. .<l<JO G'~ ICKJ7c.S • [z] ~ O"? ,K)S7XK.(_ CONSrRi.K'rlON TRAFr"/C COU17"rt'.JC::: .sG.<J.:5 .. ~A'.J'O.O.SS, CO()E~, R/QG 719!:E., O"r r{f:)S/(11()(5 ,<J/'il9C)(£.J..S/G<), /Q5 l<..077:-0. 6 0€TAIL 3'a. ..._ \j " "' ~a.¥.//7e II) \eV~t,j ~•c·C II) 12(•~) • e, a.i,i,.-isi, 0.bb(t..,) G6(0liTA.ll.•lin £ £.MO OET""l. "31 6€:0.1.., CE.T.-..,1_ '°e \ ' ~ }-IOSP17'Al. RD- TRAFFlC HANDLING PLAN STAGE CONSTRUCTION STAGE n: SC-17 cu 12-209 [A 023761 ~I z 0 CSJ"'6€Ill " "' "' =r. w " w ,s z 6 " z ~ w ::; ... -' " ~ w 3 ... " <r " w m -' ~ ~;:;{~:~t:? I~ t(JctlJPO/?T '--\, z 0 ;:: "' ,-. "' 0 ~ ~ z "' "' ,-. ~ 0 ,-. z w ::e ,-. "' "' ~ w 0 "' z "' 0 ~ j ::, "' u ~ 0 w ,-. "' ,-. ~ f \ E)W4t r-- 1 I I I I I I ~~ [f]q."a.w1n: i?l= 0=6 [D::k:m.-l. !E)Z5c-c ~i 'i"I €~/= """0 0 ~2"6 -5.19. 5S 80()(.€C#Jt'?L) \ \ ocl, ,, cooo· 6c!,f V\l <V54A ln ' : :c :;; ! :,;;c ·,· ' ' sec TRAFFIC .Sl6NAL Pl.AN E-15 E DIST COlNh ROUTE POST MILES SHEET TOTAL fOT.6.t. PFIOJECJ NO St,EETS 12 ORA 001 19.8/21.4 122 157 \1'14)852-8616 {1:j\f-terman \.Y kimmel and Associates, Inc. 11-Jo·• ~lcS TNIS SflccT: ~ ==i= 70 -,KJ. 0 FO/il ~ .c.t:mss t<l<JO CJEml(:S ~ .Stf€.€TS CS-✓,cs~,sc-1,AA/D.sc-z, [ill =T a:J,(1R:,C7}',!)S €,,= ~71?'9',<,G_,_ ~l .Q'.!'.~.L ·-~/QT fQ:S tC.XJn50 7tJ ~-~ /"Tf"J,'35() ~,,e"j(_JT rr,rvrr7"1fE?'9:S """"'= =---~ ~<sX'IW'~ -sG(} OCJiO ,ost..l FO:ST, S'7'/95!:T t::.G'i'T, 09 .SJtSOQ(, .<:23 tt,t:)7B:). 0 r=m«. ,cer; = = = 11'1 ~ SAS(] ,<JOJ ~ ,Q.::, i<l::VoO. ' ' ~ <W',OT 5771¥~ ~,. "<JO """°"'3. /,US71Q(L ,-= ~T ~19S A=l'r' Q(}(T/'rl\KVS 0€?fJIC fliCJO ~ ~ • [z) ~ 0'9 I~ C(),VST"RUCrtO/,,/ TRAFFIC CO<,VIR?C ~1 ~..ck::S) o:xJS:3, RJQS ~ 09 RJ(},51(/IVG ~ ~, .-OS~- ~ .. e,,,34-{-) RLC(R.t) /~'" ' W7'4(<,)~' r:=1=A•~~) -, ~ • ED~L.37 E. El,IO OE.TA.IL 3'1 &Git.I =TNL-:01! H05f>J1'AL RD• TRAFFlC HANDLING PLAN STAGE CONSTRUCTION -# STAGE lt·A SC-18 1.IJ 12•209 i I 4 023761 ,._T. -•· ·•· .... ,. ...,, • '· . •4 ' ..... :. ·.:-,o~t_~-~ r· 12 (ORA"; ,(101 19.8/21.4" ·.1123 .. 157 #1,k,:r ,l},Jt-.-..-;:,,..._._ ,• -"'t ,, ..• , ... , '·,,' .. , . ---, 1. 1'a"wf' • fl)llll-t\-~_"!_ .-. .:.,<•Q.--· . .... ~17._ .. : .. . t ... ~30-89 , • -'· "'· .... ,., -. •" ~~ _rmon .. 1mmel and Associates • Inc. 1z-• .. e,7-IOI I PANEL I!~ POST LENGTH ·RELOCUE" R:iAOSOE ~ POST LENGTH !RELOCATE 11:"JAO~~ ..,., ""'°"" ~~ ~~ ~ isoGI< ·~ ROA~S/Of. S.G.I i,:_r":im ~ NO· COOE z -~ PANEL z SIZE c:,~ ~ ONE rwo "°""KS ~ COOE '"' 0~ ~ (METAL ONE TWO SI~ S,ljN ....... , 0j 4"a4u 4••6· ..... .. , ... POST POST -~ , .. 1-u: <'•4· 4••6· &-"aft' (INCl-£S1 u. • POST) l~I .. (KIE~ POST) POST POST (IA) l(.lj .. , (EA) l[Ji) 1,-IE~ \tA) IE~ (~ NOTES: I R285 12X1e· 8 I TO S:l.. ocro ,a·,ueu 12"-,,.,e" B 45 12"x1a" 14. 5 ANt<N ~r ? RZ85 I TO S. L. R285 8 I I. 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S.L. ocro ltJ-><18 9.5 EK1St 5<isf: SL, --cx,St: s.L. 25 RUIS 12·· ... n3· 8 £•,aSf. ~ RIO(U) 31:,··,,.,2 5 I O,V S.L. .,.,.: I •ti1, PANB. ~ COOE SIZE aw• " < !WCI-ES! u, - 2b RB! 24-•,..,2· e '" 24-"x 3b 5 21,./ Nr'e ,V-/8""-/8" 2 R1 24-"x:36' 5 2b.2 RIO{Rt-) 3b'x/2' " NA: ,V-l8"xl8" 2 21 U/1A(Rf: 3'," 9,5 1RZBS l?'x!B" 8 .SHEE p RBI 24-"X/2" 1a5 ea OCTO /8")(.t8" 9.5 R28S l2''xl8 8 30 Rl8{Rt) 36"><.30 8 R96 1a·x1e• 5 31 3b"MZ" RIO(lt) 3.5 R1 Z4-"x3b 5 S2 ~IO{Rf,) 36'-.:.12 " TYPEN-1 1~x1e" 2 R1 N-"x3b' 5 33 RIO(Rrc) 3':,H>'-12" 3 TYPE Al·/ l8"'x/t;J" z 34 R/1 30"xW 5 R2BS 12x,a--e R1 24-")(.:3b' 5 35 "x/'::>H /9/70 "°'"""' ,.,,.,~ Z4"•?0 3b A7 z4•11-x; 5 ,.,,,.,,, z;,,.•.,,-xr 5 RBI 2'4"'K/2" .. 37 R?85 12·x1a" 8 w,4-48" 9,5 ""' 12"x1d· R28S e W74-48" II "" RBI 24"'x1i' 10 RBl8 B"><:5" 9.5 R28.S 1r><1e· 8 R7 24-"x36' 5 «> R/CJ(R"f.) 36'x1i" 3 ,,,,.,,. z4·,,"3C:f "61 ZJtl",,IZ."' 9.5 41 l"i'ZBS ,lf? ... ,,,e"' e 4Z fi/O(i:.r) %"',,/Z. 5 31./ fi/0(6':: 3t,",vz.• 3.5 t::?~~\~:T: .. ft RfL0CATE' <J)!'OSOE .~' ' • Rl-,AOSIOl ~ -.GN METAo.. 1-fcl,l<.JV~ ' ":;GN ,o,.z-T~wo ~llAL 1,no)l.or.os,rt: I ~;t ft\lSI ?UST 1 ~~I I St: !f.AJ ,~,01 lf"'I ([AJ i 12.~ I 11.5 I 8,5 I I €XJ5-t. 5-3 RE' '10VE ,e. 15.0' I 13.5' I EXJSt: I as I 8,5 I I &.I.st: es 8.5 , I CXl~t": I €XJ"s-f: I I I &J3t.' 8.S I I ci-.<•~T" 8.5 I I REM~KS 01</ S.L. EXJST. S.L. €)(./St SIGNAl ~i QI./ SIGA/Al POl.€ av S,L. cx1sr. S.L. 01</ S.L. c,,.fst: SL. a,; S.L. €>OST. S.l. ON S.L. 01,J S,L. 0.1/ S-t... EvS-t: S.L. O,V 5.l.. C ,<,5,f . :s. r_. 0V ~G.--V<l:. l"tl(e 19,8/21.4, 131 1ST 1JdAwr l,Jllll-01,tj,1,, 94:7 <>·30·89 -< ,li\ r1 ermon \.Y kimmel and Associates, Inc ti.•3lrll6 87-10\ NOTES: I. "c'" DIM. = VERTICAL Ct.EARAAIC€ BETWEEN BOTTOM Or" SIG,V TO EXISTl/tJG GRADE. 2. ':SPA,V'" = POST SPACING. SIGN QUANTITIES 3TAGE ill PDS-7 12-209 023761 ' -ai .~ POST LENGTH "1£lXU££w''"'"' 15, ~IGN PANEL z ,--.. -----l<ClADSn sa~ " Ll'OE 5,lE a~ • '-i· • .:i· 4"•6" 6"•ft' ~ lo-.E fWO 0 • POSn "'°SI POST ) (!NCHESl :u;;:, ~ !fl,j 1EA1 !EA) (EA) R1 2'4.it&:;" 5 4-3 RIO(Rt-3b""-IZ" 3 8. !)" 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GB 150•.,,_z4-• 8 8 2 l------------ 65 W4-I 3b" st i s.s I -------------I------'-----+-- ~ SHE€; -~-· -iPOS ·b r-· -t----- --·-·--r----+--. ·---! . .,. .. ~....,,, ~ MTill IOl,.DSICE REM.l!fiKS SIGN Sl:3N h . .BI ! IEAI - 4 I b(J5f:. QV S.l. Exist 5.l. Cxlsr. ON S.t.... Exi~t. S.L. ON SL ON 5.L. 1i7Lo;;1r~E R'16{C) 18.,c/8" " CJI../ SIG.V d(;>ACKET 01/ SIGN ~ACKET 0.V S/t3,V BRACKET 0V SIG,V 8RACKE O,V SIGN 8RACKl:T OA/ SIGN BRAC~ Ol:TAIL "o• DETAIL "'8 .. DETAIL "'A'' MOOl~Y SIG.A.I M9~{)!.f :;,,_,, - 5 $1-1. cT , 4 SH~cT ~ 7 SHt'~7 E/0 to<c 19,0(Jw. Z'AW3Cl '3 11 fl.22S6 ~w,e e l'i',0/'tt %-.,,,~ ' 75 ~ %"",,,z 7 ~~t1rt-)36'x~ TV~,¥ 1'$"'1<1'8 Z. 61 816Ai e, 4l!'"48' 8 82 'iSIGA/ 14'.A"J(.4f{ 8 s.s S.5 8.5 85 14c5 lf.S 14.5 ,0.5 11.0 15.0 8.5 /4.O' 14.o· 1().6' 8.5' ' . • I 9 NO SA5M i..-) Ck[iA/GE I I I I I I I I I I I I 5 I 4 4 4- REMARKS cw-36AIAL. RX.es Q.t..' S/Ci.1.t4l A:::lle5 0V SIGN4L. rt:\:'.cS a,v'S/G,(/A:'.: ;=tX.c5 ,v 5/ISVAL. A:XB ON~lRX.£ CAI.SAS-I.IQ(~ • ONSG'~ ,cxe OA/ 6.L. ON S.L. ..,.,tt. • -• "• ~ • .?''!:.!:.~"> ·12 : QRA __ J_t,1 __ 1_9..:..8_/:_2_1:.:..4.:.__...:1.=3=2--'1:.::5"--J7 NOTES: ,J,d,if,W~~~----/ -----.. -,. r'R\ 1-ierman 1Jt""1/. Jlltll-U,U:,- .. ,_ 194-17 t., ~-.V·M I...Y kimmel and Associates , Inc. I. ·c~ 0/M. :: VERTICAL C(.EARANCE BETWEEAI ,BOTTOM OF SIGN TO EXIST/NG GRADE. 2 ":SPAN~ :: POST SPACIA.IG. ~-5.L. .,. STR£er L.lGHr SIGN QUANTITIES STAGE ill PDS-8 12-209 023761 X )(---- X X > "' cl 00 > w a: a: w w z a z w ... u w cl a: ~ > "' Q w "' L) ~ L) ii:' ID e. a: w .J .J :ii ► a: <( Cl MARKCO ACCe9.; A6LC .::,.oo'(Typ1cAL) ,,, /!,LtJc :STR'IPC (TYPICAL CUR8 DETAIL A // -T'(PICAL 1-1, / "" 'AND/CAP STALL 10Alil DC-OE-92·Pf (REV. 1188) __ , PACIFIC COAST FOR REDUCED PLANS ORIGIN-'L $CAL E IS IN INCHES HIGHWAY DOST COl..t.lTY T~~S ECT 12 ORA 001 l9.8/21.4 ----------------------------------------------------- ------------------ PLANS APPAOvA~ DATE ROBERT 8E1N. WILLIA P.O.BOX 19739 147:/RO'Sf & ASSOCIATES IRVINE, CALIFORNIA ALTON PAAAWAY 92718 1714) 472-3505 • PAVEMENT DELINEATIONiSIGN PLAN PDS-9 cu 12-209 EA 023761 i 2 " 0 w • w , z u 6 5 z , w < ~ u j w ~ 0 " e ~ • ~ J i • "CONlJl/Cll:)R SCHEOUt.E' AtUG CIRCUIT ,, ;z .. .. •• -3 3 •• 3 b •ZP 2 2 2 2 NP 2 2 4 .6P 2 2 1'(JP z 2 2 z 2 4 91-Z. A".S (8P8 I I I I 1¥4 ff'Sf 8PB I I ,t6 PP.Bt!tJPB I 2 pl8 pp.i,(BPB I I z PPd ( BPB C&nmo,, I 2 /lLtlH. Sl ,W,.,: 56V I 2 SPAR,!'5 3 3 3 3 3 b TOTAL 20 26 3Z 14 2Z bl 2 2 2 - I I I I 2 TOTAL 3 3 3 / 3 3 1• I I .. 3 ,. I I I - 2 It I b 701XK... I 5 ,,, I 4 ,ZPa,i-#19 /nk.rconnacfC..ibk * (XJVD{J/T 5/ZE f"' AIEW , - 2,::., I I -;?;. ■ RE.MOVlii. li.>C.l~TllsJG coi.ioucTOR~ I: IJ,,15TA.Ll.. NE""' THROUGHOUl" ('!>El: 1-,10TI: 'i!>) Af TWle,.TEO, ~HIELOEO • FOR FUTURE use. BPS• BJCVCLE PU~H BUTTON. ♦ RJ""""E ~-5€€ ~"tPGE;: m. A'l"l'EllTIOH Utiliti•• •hown off t.b• plan ara ~•ad on availabl• r•c:orda. It "hall ba th• contracto:r;a •ol• r••pon.ibility to v•rity all exi■ting utiliti•• by c:ontacting utility ag•nci••• and to ax•rc:i■• artr... c•r• to •void d_...,ging n:i■ting utiliti•• during excavation. (C1LL f'Oll !1nlDQJWum> SDVYCJI 1-aoo-u:z-,u.JJ 2 3 2 , ,. 3 I IZ z I z-;£ Pl/ASE DIAtSRAM -----_J ,VOT VSEO • Pl 9'2 9'5 A/OT I r ' ' VSEO I -----I '"" ¢6 ¢7 ■ ~ TO <D~ .... IH. ~ A::,,,,; ,::,te.'fCL..>~T 1 5/V 9' ,S4 I " "8 ..... ~ ,, ~ w tt) ----+-~ 9•:.:,.;. •• ,_ " ,, :;;: ''10· " ' lJa}QIL "(5" , . r R w , ----------------- ' Coil 5'of' /. NllW OLC EXJ!!Jt: tHC,M~l'a// Nitw ,3·0LC 'i) . 8 ,--rflf,-~a~~~-:.:i,:!!/, I. TRAFFIC SIGNAL ANO NIGNWAY l/G#TIAG CV,v.s'~IOAI SNAl.l a,,.vFac;,M TO sure C¥" C'At//'Qldf.//4 STA/./OA.QO SPECIF/CATIOAIS ANO STA,VOA.QO A!.AM5 {D.4TCO JVLY 1d4)AAIO TIIE .5'.A=C'/At. p..Q:1V/SIO,<l,S. . CD .--. • -- ·1 ' ; "\ ;-::, I ?. C'O,VOt/CTOR .5r#EOCltE IS FURA//SNEO AS A.tV /MSTAtlAT/OA/ <3010Et/A/E O...V{Y. /T SNA(t ,6€ T,t.tE CONTRACTORS RESpO,VS/8/l/TY TO P..OOVIOE THE CORRECT Ct::Ml'.CVCTOR:5' ~IRCO FOR THE /,VTENOCO OPERATION. ,:l t/NLESS S/./OtvA/ OTIIERfU/SE 7 /A/DUCT/VE .COOPS SN4Lt. BE 6'x 6' CVIT# /0' SPAC/A./G /A/ TNE 0/RECTION a-'"" TRAVEL . NECESS4RY STR/PI..VG SNAt.L BE lOCATCO PRIOR 70 ,C:0$/T/ONING DETECTORS.( SEC SIIEET .Jf:.±..) 4. .tVECUC'OA/OUIT SNAt.t. BE 2"VA/LESS SHOWN OTHERW/SE. :5. A/CW P{,llt.f30XES SHALl BE #~ UNLESS SHOWN OTNERWISE. 6 PEOcSTRIAA/ /A/0/C,dT/ONS .WAU ,8€ TY.PC C~(SEE SPS::/At. ~V/S/0.AI.S). 7. CQA./TRACTOR SHALL EXE;::x:ISE EXTREME CARE TO AV(JIO &M.46/AIG €XISTIAIG t/Tlt. lTIES. 8 UNGQOU,VOED SIGNAt. l/GNT CVNlk'.,t'."'TORS SHAU #OT BE SJ='t.lCEO. 'l /./E(f/ COAIOl/lT RUNS&~ AtVO _& SNAll BE /,,VSTAt.t.EO 86" BEt.Q(,(J GRADE AA/0 NE tu CO...Va!CTORS IA./STAt.l.EO PRIOR TO ~BANDON/NG eX/STING RUNS. /0. EX/STIA/G CAlTRAllS MOOEt. 170 CO,VTR0t.LERAS.5EMBLYC'Q,;?"PlETE IN ~C.. ;:?-,Z" CAB/A/ET. RElOCATE TO SOOTHEAST CORN€R AS .!W~N. IA/STAll AOOIT/0,VAL E(iXIIPME,VT //AID MODIFY EX15T/,VG CABIAIET tll/RhVG AS RE<?(IIRED TO PROVIDE FOR TNE NEW DETECT/OAI f' PNASING S/IOtvA/ tYE..WON'. REMOVE FOUf.10,4 T/0/J. flC(I/Sc,Q ~l"i'QT,Q{/IQl. ~l,UG ,OY Ct<K.n"'iKttJS • II. IA/STAlt. /20/.?40 V TYPE Lff·Br' SIGNAl f' t:.IGNT/NG SERVICE WITN /-40A IP CIRCCl/r BREAKER FOR METCRED S/GNAt.S1 /-30A ?P CIRCV/T BREAKER FOR UNMETERED t/c::3NT/NG, AA/0 l-/5,4 /P CIRCVIT 8REAK€R FOR METERED /llUMIAIATEO .SIGA/S. COCATE SERVICE CABINET A M/A/IMVM OF 6' FROM CONTROUER CABltVET. I I ~ 7 l ~ L-<..;.J ! i I ~ ,.. OETA/l. '.i1" 0 l•A. to' =,IGI.IA.L POL& © CO~TRUCT TEHIP, AC,. ~:~~i WlUTlii, @ IN~T-"-U., T'tPe M•I .:5.1,Gl,I (~T- R'I~ -.:: ('-"0> Fl"1~ (U) (EC>) Z!, 3H'b(S.VVIC!l) sr,Son Co. 5;z,v,t-cz: A?inf'") ex1$f lk~C lmst•II A.cw 3·DLC f' J,,,trvconnacr C!~Ja,v';Z~ E:us·t,nq 5W w POL£ .~:·•t ·_·., '\~ J g~..:.., :A -~-~,~,~-~,-,,-,,,-.----~~=------1 '(:""--;;;;t·1~ 1-~---"--'-"-----.....\ ~ ' t-~~ /. (714) 8~2-8616 ,ii\ fjermon \.Y kimmel and Associates, Inc. ,z-30-88 g SCHEOUL£ AX£a,w, 5'G"4L H.P SCIO. VA-'? S,G-MWNn\6 ..-CW PU:W,81,JTTON A::t'.£ LDC1JJ701/ TYPE 74·· StGA.I • ""· TYAC Ne/61-iT M< M4 WATTS VCH. MO A<O ,._ A>E OO<Oa A " (00</BlE' F'ACE) IA 10· TV·/ SP-l·T 6 .v;, tf"Ki ring 2 IA 10' TV•2-T SP-l·T 8 b S(E N/E ,:,, tirJq 3 lT·Z·f a,. s;, .,, =n 4 IS,., Z50 • SV·l·T,, MA SP-1-r,,, e s;, 7' Ordnc,a • @ IA ,o· TY·ll SP.I-( 2 e %, 5/IV 7' ., 6 IA 10' rv-1 SP..t-r 2 S/w ' IA 10' TV·/ SP-1-r 4 2 '!'w S/w 8 IA fRl 10' lT·2·T:. 4 "'lw • Z45 ,O' 35' ,s· 250 SV·J·T MA, 'SP.I-I 4-N/w ex !!>lit?<; Ora119tZ ,a IA /0' TV·/ SP-/-T b 4-. N/E .V/w c; 1':$tin9 • PiLO PU~H QUTTOJJ WITI-I e,cvCLe -e.1,;.1-,1 ■ ""-LL EQUIPMENT ~Xl:!.Tl'-IG U._.LES~ NOTE.0 111.J) N&.""' ♦ •,-' 01:!.T,O..NC&. • ZO' 111) R'li.LOC.-..T-.O TRAFFIC SIGNAL MODIFICATION PLAN STAGE I SCALE r-ad E·I cu 12-209 £A 023781 12_ H 11ll ,,.., . .,,.,,,- 3 c: /2 11 s~-Cs I Pr.:::.1a.::-led 3C. 12. 55 ·,::s I t.er-oli-, I le/•-0 J,.{,"1X. ( S,9r, -------------------------- !5 .' 0" M1r1,n;~1rr; t? • 0' l/!,r.,rr. :.un ":a', zc·· 6516s Jn le rnu ,: 1 :.-J Jlil1rr..r-,aled .s.1q,..., u. Roadwaq""] Fr'r:,Sn ELEVATION 23-5 -70 -50 2E-5-7C-55 21/4 '¢ Holes for 2',j , co'x r;,• €5-b anchor bolls et Anchoraqe- Defo1ls PLAN BASE PL.'\ TE I I 0 0 0 '· ORIGINAL SCALE IH IHCHt:$ FOR Rt:OUCEO PLAHS I Pole plate ,, " • ~ (i <5 Q) ,, .,._ f-. C () ci ., \) () ~' I) ' a ' ' "' " "' ,, 'I, "' l:i " ' " \) ~ ~ .. -~ . LUMINAIRE ARM DATA M N /vf,n. Prc,J(U fed o. o. lef'q/f, R,-se Al Pole Th,'c. ~r1e 55 r,,·. o· C'.LJ r ± 3 114" e'-o~ C '-1S/! 3 1/2" ,o·-o· 3'. 3"! 3 71'8 • 0. I/ 9 Co" 12'.o· CJ._ 3 --1-3 3/8" .. ,s·-o· 4 ,_ 9''± 4 1/4" * lnd,coles use 15-'0' pr-o/'~cf~d lenqtA t.tnl~ss sho//Vn clr;erw,Se. I ~~ 12-209 • -023761 :;:::;;;,AL l1T,fT!C :,, ."::,,; ;;i I r, .:ot? I cm.I col.MY I FOUTE T~T ~b, 3-,E.c TOTAL NO. SHEETS 12 I ORA I 001 19.8/21.4 135 157 - REGISTfRED aw.. ENGINE:R • I V ,,~~ ~ ~ § R.J. ?!lffSKJ \_ ==-==,,...,=-----li~l w.. 17729 I" Pt.ANS APPROVAL DATE '-'======----4\• i.,_6-J0-89 ltj,... SIGNAL ARM CONNECTION DETAILS 11/z ",. ,~o" ,.)AT A c Pro1"e. c ~e; d Le,'! •n ;e, -C. BRIOGE HO. M:r,. (, O. Al Pc,e IZ II Nole I For cfcla,/, no/ .s/2own SN.> .S'lona'ord Plans. and E/eclnCo/ Delatls C. When prop~c/ plans show a lesser nurn6er of .s,qnDls or s,qns the pro.1ecl pion .sholl pre vc11/. See Pro1 eel ,P/an.s. 3. M,'nimum 1../~!d of .sheef melo! 5/eel ,s 4e ks,·~ E-2 TYPE 28-S-70-50 c3. 28-5-70-55 TRAFFIC SIGNAL AND. LIGHTING DETAILS • ... ,er l~V,IM W-¼, I I I I I IZ. l.: • ~~ ~ ! CJ 0 j 5 ~ ~ 2 ~ 0 w • w ' ' u a () z ' ; ~ 0 0 w ? " " e " • w • ' " z 0 ;::: .. ~ ~ 0 ~ ~ z .. ~ ~ ~ 0 ~ z w "' ~ ~ <t ~ w 0 <t z ~ 0 "" j ~ <t u ~ 0 w ~ <t ~ ~ t ------·-----·--~-- •coNDl/Cll:),q SC/.IEOl/LE PIIASE D/At5RAM A(UG C/RCU/T II,\ ;. i "' I q-& {) -----., 3 b 3 3 9 _) A/OT AKJT ., 3 3 .. " vsco us= ,..,_ (~TES) .. 3 " .. 3• 3• '3t-• •• ---•• - O,P 2 2 2 fa~P (~"') 2 2 •14 ,.,, - ""p _?_ 2 2 ·----.!.~-~~~ ~p~------I I ,._!_ ,.-,. ,::,P8 f BPB {NaEO,, -I I "'6 PPLJ(OPB -- 9>8ff4(BP6 I I I ppt, ( fJPtJ C=i.:::vi I I I ,f{LlMST~.56'1 I _j I -SPARES 3 3 3 ------· roTAL 20 26 32 ll#VN41Jn: 2 2 2 •,o -~{St5Ncnt1M:W L I I TOTAL 3 3 3 ., - tOOP ., 3 3 ~4 (Ator~ 0) ---=,r .5 -1• I// c~,i: ... .. I I I 2fi'lb 7<mQL I ~ <, ,,.,,,-.. €<IP C.oe,<e • I I I l2P.cui-#I<( lnlirrconn'1Cf Cao'<: ..>l" -·' I COVlXJIT 5/Z~ ,· 2fi ?Y,J° ■ A.LL COI-JOJIT I; COi,.,iQUCTO-E>(ISTHJG e FOR. FUTU~II!. U~&. 8P6 eu;"VCL'E PUSH SUTTClt.t J/t' TWIST&.01 SHIELOEO ♦ FC.JT<'.ll"tf;:; .:t= -!:.ee: "TA,6E UJ.. A'l"l'EllTIOH -3 3 3 ,r; ,1 3 " " b -._:: ~ ' -4 2 2 ,.,, 2 2 4 ~ ~ ■ NOTE !_...}_ J... --I -: ~ J.. I I 2 2 . -:-_.~ _?__ :} ~ ...2. 14 2' bl --=-..:_ I I 2 I I ' I I I .....::. 2. --2 1// 12-2 -I I 4 "' ,,. -I ,,; ,, H 4 A/EtvCOA./OU/T SNA/./. BC z··vA/.::'.ESS SNOWN OTNC.J;>WISE. ¢2 ¢3 • fl -----' (1)6 ¢7 " b 7 ca,vr,QACTOP SNAit EKE.QC/SE EXTREME CA,QC TO AVOID Ll4MAG/A/G EXISTING t/T/t lTIES. 8 l/NG,QOVA/OED S/GNA/. t/G#T ro..-voucrOR.5' .J,',/,4Lf ,(/OT BE SR/C€0. ,S4 l ■t ' ' ' I "8 ------.- 9. OISCOA.IA/ECT EXIST/tVG ¢4-VE,·WC.::'.E S/GA/At. ANO OETECTOR ,l:"/E.::'.O C.::W.OUCTORS Ml cavrRc:tLER CAB/A/Er ANO TEMPO.QAPl!Y RECONNECT ,AS s/7. ,01.'SCOVtUECT EXl5TltUG ~4 AE:0€STRl4,t._) cou.o::..ic70t9-S 4tUO TC/YIPORIJl?IC..Y !'rl=cat)..ua::'T ,45 ae. ffl=G-'.<5=0 C,A59r<:TT/O,(j,Q{_ ~~tU::S BY OQ(_T/"f'IO(f..}S. 10. CXISTING CAl.TRANS MOOE.::'. 170 COVTROt.lER ASSEMBLY COMPLETE IN MOOE.::'. 33'2 CABINET. IL E><ISTl,VG TYPE Dr-BF 120/240 SIG/,/Al ~£/GHTING SCRVICE WITH /-4-0A IP CIRCUIT BREAKER FO.Q Mt:TERED SIGA/At.S, /-30A 2P CIRCUIT BREAKE'R FOR UA/METt:REO l'.IG#TING, ANO l·/5AIP C/RCt//T BREAK€.Q FOR M€Tt:R€D /UI./MhVATC:O SIGA.IS. •. I-.. ~ ,, w e: Ct) I . 5 4 ~- 7 Ob ' -:-l ' .d. • .. :·10 r,-, .. ' ,'-;--J I· ::: 1n-, ... ' ;·tJ '" y [ ' I I ~ w 0 •r¥.>~ ~GNS g] EXISTIIJG 'SlG>JS TO REMA.UJ 0 -'!,~----- ~ l.o--lE. --1--1J:-t±===-:-::::::::::::::::-&;= --=-=-=-=-=-=-=--:-=-=--~ 0~ ,1-,1 ~· I C£1}0,t(._ ~-· 5fi€C7EI ,,. " 8 IA ~ 245 IA 10· 30· 10· 35• lT-2-T SV--1-T MA TV-/ TV·/ TV·/ l.T·2-r SV-/+T MAS TV-I s~1-r SP-1-T SP.l•T SP-/-T SP./-T SP·/•T Pr.'' Mllf'.> • ul ~, •'I-IO,£~' .~H I f:)!Al : '.I_' P-"!t.1':, .12 ORA 001 19.8/21.4 136'' 157 b e 6 a 2 2 iit\1-terman \5" kimmel and _:_../ Associates , Jnc. 1l·3o--e& . '='-- e: ll Exi!lt. 1'/Z C, f' ,~ P;;J.1r rwi~frrd, Sh,qk:/Qd lnt'Vc:onn=I'" Cab'c to Con,.rolltEr C<M6mr.zt <! P/"OSPCC,. Slra:cf". { llffYOf, I 1 OS5 ' g: -ro ,;;;,_ ) 1YPE :;.,-S/61,/ (OOUBLE" FACE") ,V/£ s;, ""' S/E -SI~ Sw s, S/w 4• 2 . N/w S/w 4* NIW 4~ N/W b ... N/, N/w ::;;:~'o~~i=.ll:~1o~X!STIPJG U~LESS ~OT~O. (A) AeLCC.-...TEO ~~~ TRAFFIC SIGNAL MODIFICATION PLAN STAGE lI Sc.I.LE ('• 2d E-3 c.u 12-209 !EA 023761 IZ... I i ·-+- I 0 ; w I ~ "' > 0 w '" oc ~ w > ~ w oc 0 w~ !-~ i.J~ o- " D J ~ ~ ~ o> > w<n "' ~o 0 <w w sz ~ <) 12 0 JU, w <w r 00 0 2 oc ~ w w • z u i3, ii z· WI , ~, < j '-'' J ~) ~ o, '" r ~1 a ~ ' ·coNDUClZl,q SCN£0ULc AIUG CIRCUIT ';' ~ ~ ., 3 b b ., 3 3 • n {#OT€ 9) • • -• ,s 3 3 3 b •• -3 3 •• --3 b ,2,, 2 , 2 ,..,, ,,,.,,,.,, -2 -4 '"14 ,.,, -2 , 1'dP , , 2 4 IIZ ff'S ( BPS I I I I fll4 PPS t BP4 f~) -I I jll,6. P.0Sl0P5 I 2 ~ pp_,(SPt, I I I , PP~ ( 8P8 Cammon I I I 2 ~tM.sr~S&I I I 2 SPAR-,; 3 3 3 b TOTAL 20 2b 20 55 ,_,., , 2 -.. ,., ~(Slt&N~ I I I 2 ""''" • • I , <11 --I I '""" ., 3 • 114 {NOT€~) -2 = •s I I CAa/.E .. -3 3 .. I I I 2 ff/b = I 5 4 '" ,-,o =. CVPC4CL<= I I z !?Pa,i-#l9 ln/lzrconm:cf Cab/.:* I I COV/XJ/T 5/ZE 2· 21i Z' 2-'5' ■ ALL COIJOUIT ~ COJ.JOUCTO'RS E.XJSTOJG -REMOVE. A.LL OTHl:Q UNUSE.O E.')(;!STJI.JG CONOUCTO~ NOT :!>HOWN BPS -BICYCUl PU~!-1 euTTOI.J .. TWIST60, 'l:>HIELoe.o A'l"l'ZN'rrOH tJtiliti.. ahown on th• plan ar. baa.ct on availabl■ rac:orda. rt ahall b■ th• eontractors sol■ raaponaibility to v■rity all existing utiliti•• by contacting utility &gNleli■•• and to e:.ii:arci■■ axtr_. car■ to avoid dzmaging u:iatinq utiliti-■ during excavation. • (C1LL ro11. um>ncmoum> au:n:c:1 1•aoo•n2•,1JJ) A/OTES T#IS SIIEET: /. a PNASE D/At5RAM __ .... _ • _J -.VOT l/SEO ,1 1'2 /dS t r .VOT ' -' USED l ___ .. _ I -~ ~ ,n ■ J,,IOTE. 9 ' . h 8 t/NG.Rot/NOED S/S.NAI. i/GNT CV.-VOllCTORS SHAU HOT BE SPUCEO. t P4 I _,, 0/SC0,V.V£'CT CXJSTl,VG ¢ 4 VifHIClE SIGAIAL A/.10 OcTECTOR F/ELO Co,Vf)(.ICTORS FROvl P7 IN COA/TROt.l.ER CA/31,VET ANO RECOv'NECT TO ¢4. 015COU{J.:~CT EXl5T/..uG (IJ4 PeO.SSr,A?hQ() CO.UDVCTORS F/90,'J? 1'38 t<lt..lO l'?ECDVllleC7 n::l <ZJ4. /9S"G-'/-Se0 OC\591Q770U.Ql.. ~/!(.XS ,eiy ~ • 10. EXISTl,VG CAI..TRAJ.IS MOOE(. /70 CONTRO(.(£,Q ASSEMBLY COV!Pi.ETE IN MODEi. .913Z CAB/NET. II. IA/STAU. AOOITIONA(. OETECTOR SEAi.SOR (!Al/TS ,4,VD CVP ~AY,:15VT. MOO'rY e.r1.:snAG OQ&M=T ~/l';VNG 4S ~I~. EX/STIAIG TYPE ..llf·BF /20/Z40V SIGA/Al AA/0 l/6'.NTING S.!RV/CC WIT# 1-4-0A IPC/RCI/IT BREAKER FOR MCTl:REO .S/G.-VAlS, /•30A 2P C/RC(IIT 8Rl:'AK€R ~OR UNMCTCRED l/GHTl,VG, ANO l·l54 I? C/RCOIT BRCAKER FOR A?ETEREO /f.L.VM/NATEO .5/G--VS. It'. /~TALL ~E/4-CY Ve"h'tO:c ~-£tf1Pr,0.V -0:=TCCn:Y? ~I'? ,0€T,Q/(.. IN ~/,4l., A'9CX)ISIOVS . .. I ----•---- 11/GHWAY I 1./0Tc S ~ , IA 10' 2 IA <O' 3 ,?8·.5·70 ao· 4 IA ,o· @ IA /0' " IA 10' 0 ' ZB-5•1.f? ao· I 8 IA 10' I, @) ,,,,, 4'-7" ,.,,,, I l<O " 4'-7• Po,," 17 , .. , .. " 0 l"l::m-lOLI!! ~-•~"TI:>~ PO.a .-u-.••e 12; ORA 001 PCS'. MitfS 1:;t-tEET rOTAL -1---'UT~l -~' +-r.c) ':»•HT~ -,,, I 19.8/21.4 113 ·157 (714) 8',2-8616 ,ii'\Herman '9 kimmel and • cu 12-209 Associates , Inc. ,i-.50-ts ,c=- <~~) €xisr-. 1'/i C, .-,z P,aJf' rwl:st.u, ~ /ntcrconrxx:f C.O. f'O Co-,f11:ll/cr Ca~Mf e Pro.:IPC-CI" Street. ( ~,=prQ/f . I 1 o.::i5 • ~ 1'c Ii[ ) STAGE m E-4 • EA 023761 ,z.. .. -----------------------~~---------- 0 > ., "' " > 0 ., ., a: ~ ., ~ ., < a: 0 ~~ ~~ ~ ~ ~ c,. :, "' ' o> > ., " a, ~o 0 '.'jw ., :,Z " g~ 0 ., <w ~ 00 0 a: 2 ., 0 ., ~ ,I; • " u z fi '" ~ i " YI J 0 , a: j .. ~ a w D , i z ~ C ... = • le .. z C = ... ~ 0 ... z w '"' ... = C 0. w 0 C z = 0 ~ j :::; C '-' ~ • 0 w ... C ... .. 11P COAIOUCTOR SCNEOUlE Alt/G. CIRCU/T •• (AlrURE .,) • " '" " " • H • " " Z (A/TC/RE·~) " " • b 06 • " . " • b HP , , , , bP , , •= , , 2 4 !d?PP!J~BPB I ,bPPe~BPt, 2 -'ePPS~SPB I z PPB~BPB C. I 2 1//Vnt .51' A/JnM 519, 2 PNASE O/A(.;RAM (l="UTURC.) • ------ NOT usco NOT t/SEO l SP.res " " " b ,<.1°5:f. /}Z~C, -PrclacJ' ;n P/,a,Ca and cham;a. n-afi?C az.ar,/19 Pu//box W$ '1'0 Concr,;,k .. //g;/"o./1 /? ~,r # /9 n.u/snuT,_ Sluizlofzo' lntarconnrzct C.;,f>k ro CQ,?1"ro✓/4rr c~Mr ~ ora49a sl. ~ i!i'X✓St". C'anQUcfor:J, (~. ,,,~"l=>'l:::>if) ~:~-,,~~5;;~~"1~~ TOTAL zo 2'~ iq 41 roTAL ~b (FUTVRE -'') LOOP .. ... OH p 2 {FUTf/Re tJ~) .,, CA15LE <'6 ?"lb = 5 """' "'"°°"""" • ,z,,.,;,. lm,.rco,,nactc.blc ■ REMOVE ex1S.T-CONDUCTORS I{ INSTA.LL NEW TI-IROUGHOUT (SEE lslOTE 't!:I) 6P6•61C'VCLE PUSH BUTTOI.J * TWl~TEO, s,-11eLOe:o e FUTURI;. U',;,E. ♦ P•(.fT\::Jf'IU;!: ~ -'!:,EE !"a,T""'=ii= m. IOOTES n-llS ~r.- COIi 5' of' 1-waw OLC • • COAST ,rz·c. 3-DLc /. ~IC ~ l'Oi<.iQ l',IG"/ya'.J,QY CASHT7tf}(S a::,,osmt:K'nao ~ ~ 70 sml?= 0::-QQc'.:l~ltO ~ ~/F.,t:')'Q770<JS ,<),<JC) S~RJ'l()-3(.0qTc!"O ✓Gt'..Y '84),c;l,(JQ 7M!' ~ ~,o,,us. a:>aOOC70'9 ~Cl(.)('.i€ ,<S ~~0 IO:S ,<Jl(J/i<JSm«.,<)TtO() ~.OC.C~ QU'..Y. IT,S/Y<J(( ~ TM£ COC)J'7';Kl(""l0'9:S /9€~/l'JIUTY n::J ~~ me ~ Ct:::l<JC)(,C'~ ~~.o RY? T~ ,KJ~IU'.:k50 ~A:::);(.). ~-l..KX'e-ss ~ ~~, .KKXJCT/<.IE i:::~ .:5)<1.-oa'.. ~ 6'.116' a..vm ,o' SAQC"I/Ll:3 1,,v me J:Yl9cCT7CK,J O"" ~ . ~ 5)']'Q',q,,()6 SM<XC 65 COOJ?cO ~ 70 A?&'/it?,(,¥/QS .Q€/&7Q"RS. (SE€ 5'/ffT .!li21J 4. NE{JI ~r ~ ~ e" c..KXc53 ~ o~. ,e 6. AS:Je6'~ ,K,IC}-QQT/O<JS Sl'itO<..< ~ TY/0€ t"'(~ ~JQ(. ~S). REPLACE ALI. EXIST/I.JG NON-SYMBOL TYPE PEDE'STRIAJ./ POSH Bl.lTTON SIGAIS a,//TN NEW SYM80L TYPE. 7. ~ ..:S,V,-Q(( ~,<:5'1:!" C~ ~ 10 ,<X,t:),O ~ACIG' '9rl-S71/0<S OT/CJT/~S. B. ~0 SG-(.K2( CIGVT ~ -$¥,Q(C::. ,<,ar ,O::" ~K&J. I,.. (J ~ ~ ~ 9. A/Etu COl./0(.I/T Rt/I.IS£ ( £ SNA(.{. BE /N,5TALLEO 3t,,;· 8€LOW G.QAOE ANO A/EU/ C0/.10(.ICT'ORS INSTALl.EO PRIOR TO ABAAIDONING EXISTII./G ,Q(.IN,5. 10. EXISTII./G CAI.TRAA.IS MOOEt. 170 COA/TROt.tER A.SSEM8LY COMPLCTE /,V MOOl:l .3.::16 CABI.VET. Rl:lOCATE TO $0(.ITHEAST CORA/CR AS SHOtuN. 11./STALI. AODITIOAIAL E4}('.IIPMENr Al.ID MODI.FY EXIST/A/G CABINET tu/,Q/,(.JG AS REC+JUI.QEO TO PROVIDE ,F'OR TNE A/EW OETECTION ~ PNAS/A/G SNOWN lle'REON. REVISED OPERAT/01./AL PROGRAMMING BY CAt.TRANS. II. /1./STALI. /20/24-0 V TYPE .or-BF SIGAIAL F' L/GNT/A/G SERVICE tUITH /·40A-/P CIRC'(.1/T EREAK€R FOR IV7E'TERCO SIGNALS, /-BOA 2P CIRC'(/IT 8R€AK€'R FOR UNME'TE.QEO t.lGIITJA./G, AAID /-/SA IP CIRC(//r BRE"AKER FOR METE,t;,EO /ll.t.llWINATEO SIGNS. COCATE SERVICE CABII./ET AMIA/IMt/M orb' FROM CO,VTROt..l.ER CA.SIA/ET. ·• CD I I " -' --!J. C-~ '--< -(_-; ~-r ,-, ' ' ~~~ 1'," "-V <t ,. " ,....,s;i_ S£ASI-I0RE '· I I ~ EX•":JT". ~\C:f',I(~ "R:> ~N ~ IN~T,l>.U.._ !!>~(":,') R C:0,,,PL~T6 S POI.£ LOC~ (Re.MOVE AJU>JOA.nouy @ IYz• c, 3·OLC ( In /rt:rCOnmzcr Cld>lc Q P0"-1ii.,M .... &T .... ~M:S "t~>-.o Vli:H. 1-1-.....0~, LUMINA,>~, If <LUJM SIG.lo.I A,T PO\.E ,._O<::, \.'!J-- Z"C1 Zif' 6(S,9f>•t) fn$l'all Ra.locatad Controlla.r f C~binaf (Sa,,. AIOTE 10) l. POi.€ DATA A,t, TYP€ NEl<:ST, ,. 30' 2 ,, ,o· 0 3 ze-s-10 30' ~ AOure POST Ml.ES TOT AL PROJECT 12 ORA 001 19.8/21.4 11,y tidl-x,,.,_ ---- REGISTERED (WIL ENGINE EA J '/Jt/ IUt, (( "-- Pt ANS APPRo,.,,1-0.1.Te .... 1'1411 ~~~~-~~~~-------\ • l.., "9·~ ' L.H'IIIIT L.INE ,1,<1 11·,2-at.16 ~Hermon \..Y kimmel and Associates , Inc. 1t.•AO-#f, -.... COIi S of' /·Mz<N Ot.C ~,, Sfvbovr RY F~lurc ~ ln~t.V/ 1tz• C, f' /2 P,;vi-I 19 nu1.i,Aro'1 Shitrk.bo' ln~clCil.bb 1"o Cc::wtro//ar CUNMI'~ Ba/bad Blvd./Supar.1or AV<Z, I~ ~.~•e.,,..,,~) ~ Ed./.!K¥1 Co, H4n<:t./Jol~ # !5!53b94-3 • POI.€ SCNE0(/1.£" MA N/€ s;, A:;ll.£ t.OCATIO. A 0 ex ":Jr,nq 6.~Nnq 7' 2.5' TYPE j,( -'!GAi (OOUBI..€ F'AC~) Pr~pa.cf OR. 4 IA ,o· -'Vw s;, 7' ,.. 0 5 IA , ,o· 5/w 7' ... b ,. ,o· SP-1-r,, , • 5/w 7' ,.. ' 7 ?8-5·7Q, 30' SP•J·T ,. /7' ,.. e ,. 10' b b Nt, N/w , tinq ■ .._,._L ~QUIPME>JT G.XJ~Tl>JG UIJ"-E',;,',;, IJQTEQ, (1-,1) >JEW • ..,.. 011!.T...,NCE. = 20· f~ ';!,~~F~~o .a, ~!i>CONO t,OO•TelJOIJ NOT Re.QUIRfi;.O e Pe.Q PU~H 6UTTOW WITH BICYCLE ~i.J,,I 1" PeO P<b-1 euTTOt.J w,,.H e,PECl'°'L 'lc:IIC.YC.:.Ui: ~TION ~ 0 POTHOI...E ~T°" PROOR TO OOER>"'<!,, ~ A'l'TENT!OM Otiliti■■ ■hown on tha plan a:c-■ baa■d on available :C-■c:Ql."da. It ■hall t,., th■ cont:c-acto:c-■ sole r■-pon.ibility to verity all ■:d■ting utiliti■■ by contacting utility aganci■■, and to ■-rci■■ extr■-car■ to avoid daa&qing u:i■tinq utiliti■• during excavation. (CJ.LL J'Oll ~um, HJtV:ICI: 1-aoa-u2-u.ui TRAFFIC SIGNAL MODIFICATION PLAN STAGE I SCALI! t•W' E-5 cu 12-209 EA 023761 ), , j ·~ 0 > w "' ~ 0 w w "' ~ w a w < "' 0 ~* r-~ "- ':l' p. :, "' "' c> w"' > "' •o 0 :lw w :, z "' 0 ,2 0 ~"' w <w ~ 00 0 "' 2 w 0 x---· w ~ ;; ~ " u z 6 w a l 0 w ~ :; 0 " "' j ~ a ffil G ; i z ~ < ... "' f, .,, Z' -: ~i 1-i z w :E ... "' < ... w 0 I <' z: "'' 0, "'' j ~, ""' <->I ~· 0 w ... < ... ., it' ·ccwoucTOR SCIIEOUlE AltlG CIRCUIT ., s;,:4 (#OT€ 9) 3 3 > b z z z 2 2 ZZ24- !112PPS~BPB I 168PPBt!BPB I I 2 PPB-f BPB Ca I I 2 ;F/O LOOP OEr CABLE ?tflf::, TOTAL t..c,,mtru~lra rorAL ~4 (A/OTE q) ¢8 /,?~rconnact '4-bla Condr.llf Siza. 2 2 Z 3 I• 3 z 3 2 I I 3 5 4 IZ. / z I 2 Z ■ ,._LL COl<JOUIT ( CONOIJCTOl.!5 EXl6T/l>JG 6PB• 81C'1'CLE PUSM 8UTT0t,J ~ TWl:STec, &HII0LOEO e FUTU~6. U61L ♦ Rm:.lffE c.-. -~ ~"17'6E; m IOOTE.S nf/S ..5Ylt!:€T: Pl/AS€ 0/AGRAM _) pf r ¢5 • ____ __,. NOT NOT -U.SEO US€0 ¢2 ¢3 ;4- 1 I -----l • ¢6 ¢7 •s Ex,!Jf. /f/2-C (12 P,l!Ur,Y-19·rw,Staq, SIJ1<rlcErd ln~CTG.6,& __ ro Contn:J/lar C"'Whar di C!ranqrz. SI: {~. I,~• IETb'oi} • Ex,3t-. t~"c, ( /nt,z.r,:;onn«;t Qz.bA:i COAST /. 779<JFF/C s~ lvtVO H--G'IY.V.-QY OSNT7,<JG a:::>,OS17~,t:--T,O"() 3S-'"IX.I:::: m~ '70 smTc QC C)Q(/,"Q"M)/,-0 ~/9,Q &G=CIF~77'0<JS fJ.00 S~l'<'t<KJS(O'QJ.!"'O ✓Gl:'.:Y 184),-Q..UO 1,3/c ~/QC ~..0.-0.S. Z: ~ St":J"£{)(..l('.'.c" l.'S ~S/lt:Q lvS .,Ql(J/ICJST,Q«,,QT/00 &¥.CX-<~ OU::.Y. IT:SrJ<}(.(. ~ ~ COC}l1'iKlC"JO-"i'S /9,:S;<Ja<IS/6/UTY TO R'9QCII~ m~ ~ CO<J:,'.X,cn:::>·'P.S ~~o ;:::n,<;> Tl',€ IIU?l=IUOeO ~l'ijoQT,O,t'.J. ~-CM.K.€-SS ~,0 ~IS.£., ,fU,OOCT/UE C:~ ,:SW,<)((_~ 6'•6' ol'.U'?,1/ ,01 S~/,VG /t(} 7M€ nr~au Q'= m:t9C/8'.'... ~S.49Y ,S'Tl9',,q,'.-{)6' SNrO<L cl':" COOQ?oO ~ 10 AJS'lnt?tU/tUS oe&:70'9.S. (SEE Sf.lEET SC-(I) 4. NEtu coacx.YT ~ ~ e" GKXE~ .51-,t){(J(.) o~~. 5-AIBJJ tG'.'.XCCaYC:S -.Yrl<XL. d€ ....-7 ao::c"S:S ~ Oli'Vci?a:JIS~. 6. .-Q&)€Sl'JW~ AU,C'YOQ77005 Sfil:J«. -05" TY/0€ t'' ~C ~AQC ~~- '7. ~ 5-¥/Q(( &'~~ exlrre-/"IJe ~ 70 ,«.(JO 0-Qo/..-QS",1(/G CA'IS77'°6 (.)VC..r T/eS. 8, ~Q S5-0Q( C /(SIVT ~ &<{IQ((. IU::l7" de ~KaJ. q 0/SCOA/AIECT EXl-5TING ¢4-VEN/ClE AAIO DETECTOR FIELD COA/Ot.lCTORS IA/ COA//ROlt.ER CAB/A/ET f' TEMPOfl/:Jl'IIC..Y REC(.l-1.INECT AS ~7. REVISED OPERATIONAL PROGRAMMIAIG BY CAlTRAAIS. 1!).e,' I-' lu q. ~ Q) r.' ' ' ~ t-J fl) : •r ~.., ', ' :'--J SEASI./ORE OR. fO. fl EXIST/J,/G CAlTRA/.IS MOOE{. 170 COAITROUER ASSEMBLY COMPlETE /Al MODEL .336 CAB/I.JET. 1'7tXJIFY cXlt!>71iU6 eC.y(.)IPfJ?eft..)T /J(t)CJ Cf:Jfj/,<J€T ((}/19'/IUG FOR a,/,; <215 QPcR,9TIO'U .<l,UQ .Q€"rc.,CTIO(J. (fi'e</ISEO QQ519fQTIOUIO<.. ~lt{)G ,OY" Q<;)(_77'n'vi1.JS) -5:5::= /UOT"=9- EX!STI.VG IZO/Z40 V TYPE IZl·BF SIGAIAL f' l.lGJIT/,</G SERVICE tv/TII 1-4-0A IP CIRCt//T BREAKER FOR METERED SIGNALS, l·30A 2P CIRCt/lT BREAKER FOR I.IA/METERED l.lGNT/NG, Al.JO l·/5A /P CIRCVIT BREAKER FOR METERED/Ut/M/1./ATEO SIG,</.S. 1/LJS??X.'-re-MtOO"rKV9Y ~Q,t<l,V , ti<J R:X£ , 01 -, 05 rt<JCYOQTtO't.J5 ,Q{J.0 .St6VS A!:l'i" ..::::::e:rr.w: 'iQ" (-!'Yfo=T c-1) .-QUO ll5 ~C¢.)(t) av TN/.:3 P<./0((._J . ~ IN-bT"""--l.. ~ON(!>) ~ Ex.J~T--~IGU(~}-TO.REMJ,,JN. ~e,<,.~r<,Y4Ga,,,,u..Ull!N':,C"::, w.-n-, ..__..-~ua,,.,,";>&-, €xi~t" t'/i'C, 3-0LC f' tnkrconnrzct Cdb/4' EXJ3t. Z"C, ( Cll"6{Si<;na.l) I.JOT€ /0 ROurt 12 ORA 001 POST MILES TOTAL PROJECT 19.8/21.4 1#1/ ',},Jt._..,-,.,,_.__ - . ---- AEG1S TE RED C,V•L ENGINEER ,ij\1-jermon \Y kimmel and Associates, Inc . S( 1.,00PE> (1-a..i::.cou .. ...o) Z-C-2 2-C-/ j1 .----,---,.;_- Q E"xi~t; /'/:iC,_f' l2Palr #/9 TWtS"flzd, Shia.txzd lntrvconmzcT Cabla: to Controller C•b1na:r I:!' B&/bad. ,tJ/vd/5<-,i«r✓Or A..,,,z. (~µ::::,,"OX 3-.-950' E"'=>~) • POl.E SCNEO(ll.E POU: D~TA M, TYPE NE/6T, S/GA/At. NPSQO 14 MA PEO TYP~ jf• :JIG.Al (OOVBI..£ FACE) ,, 30' 250 sv+r SP·I-T ' ,A 10· rv-?•r SP-1-T , 2'6·5·10 30 ,~-z=,o sv-1-r MA s~1-r 4 ,A ,o TV· I SP-1-T s IA ,o TV·/ b ,, ,o· TV-I SP-1-T ' 28·5·70 30' /5' 250 5V·l·T MA5 SP·l·T e ,A 10· Tll-1 • "LL EQUIPMENT e;,mC,T\MG, U/oJLE~l::> >.JOTeo: (R)AEl.CC ..... TEO •• ,. •• Ol~T .... NCE. : 20' A'l"l'Elff:row z z b s;,,, Sfw Pro3pz,cf • PEO PU~H BUTTOI-, WITH 81CYCLE ~l(i,J,,/ .... l""l!!O Rb-\ IOOT"Tc:>N, ..,,,,,T ... ~\A.l.. e,C:.YCL..E. l'Qi;~"Tl'l"ICTIC0--1 ~IGN Utiliti•• ■hown on th• plan a.IC"• ba-..d on availllbla IC"•colC"d•• It ■hall b-. th■ cont1C"■cto1C"a ■ol■ r .. ponaibility to V■IC"it"y all ■xi■tinq utilities by contacting utility ag•nci■■, :and to a:uorci.. -.xtlC"._ calC"e to ::~!!.u~an-:-'"ging-existing utiliti■• durinq (C1LL ni• mron.GAOmro •mrna 1-100-,u-nu1 TRAFFIC SIGNAL MODIFICATION PLA~ STAGE l! E·b I EA 023781 , " > w "' "' > " w w a: "' w > >-w " a: 0 we w ~& "- '1 p. ..l ::, "' ,,. '> > al"' "' >-" 0 "w w Jz "' =>"' u 1:3iii w "w I U 0 u a: 2 w 0 ;----w ~ z ~ a u z ii w >-I u w 3 3 J a: i ~ >-a w m a z z 0 ;:: < .... "' 0 • 0.. "' z < "' .... .... 0 .... z w :,; .... "' < 0.. w C < z "' 0 .... I ::, < '-' .... ' 0 w .... < .... "' it;, ·coA/Ol/CTOR SCIIEOlllE AIUG ,..,,_ 11'10 LOOP o,r CABLE' 21flb 3'd:>~= l?Pa.,f/lP CIRCUIT ¢?PPB~BPB 9:lbPPBf'BPB ¢6PPB~BPB PPB~BPBO Sporas TOTAL l{.1,nihaira ,Slqna/(,S;q,1C°"""°"" rDTAL ., .. .4 ~5 "" ¢8 70T,<JL C<IPC,Qt3u= lnTl'lrconmzct Whla~ Conctuif Sir.a 3 2 2 2 2 I I I " zo z I 3 - -- -- I I I I 212 I - I I I 3 Z3 z I 3 - 3 - I - I 5 I z ,, • A.LL COt.JOUIT ( COt.lOl.lCTOR-5 EXISTING. ape. SICVCI..E. PUSH erJTTOo.l .sf TW1$Tlll.0 ~H!El.OE.O tOOlcS l'HIS S'Hc€T: -" -3 -" 3 b 3 3 3 b -2 2 2 z 4- -I I 2 I z I z -2 " b ,~ 47 2 - I z 3 2 I I -3 -z -I 3 3 -I 4 II " -z z· 2-3' • I ·-· Pl/ASE 0/AGRAM ----~ _J .vor -USED ,1 ¢2 ¢3 r NOT t . -: -----t/SEO ~ ;s ¢6 ¢7 NOTE. "' COAST -- b-C·3 (I • N b-C-2 ~-·--*f.':';"1/oi'-ff.:\.--111 Lill LIMIT LIIJE. .• 6·C·/ C: Q 5-A/EllJ r=t'.:K("CO..Y65' ~ 8E .,..? l'..KA:'.'.£~ ~ OJJ'Vo?a::Jl.s~. 6, ,<l:=0,55'lJ"iV,.q,lj /tVCVQQT/OOS .sr.t'J«:. ~ ?Y/Ct.':" t"' (~€ ~AQl. ~~- • I ;4 I •s .,, 7. ax>~ S'fl<X:( &""~ E~/?7€ ~ TO ,<X,00 .o,Qo/,-QS'/,CIG c/(/,577/06 ()T/C..I ??es. 8. ~0 SGOQ{' C/01/T ~ &¥.-QC(. tC,tl7" e,E ~~- q DISCO/../.<IECT EXISTIA/G ¢4 VEH/ClE AYO DETECTOR FIElD COMOUCTO,QS FRQ1.-? ¢7 /,,V COAITROUER CAB/A/ET 1,RECOAIAIECT A5 (J4. REVISEOOPERATIOA/Al PROGRAMM/A/G BY CAlT.QAAI.S. Ja EXISTl,VG CAtTRAA.IS MOOEl 170 CO,VT.QOl.lER ASSEM.SLY COMPlETE /,V MOOEl 336 CABIA/€T. kV-ST.«(. C/J?€19GeAJCY <1€1l"ICCE ~-,ErYI/OT/O/f.J 8X.Vl"'¥7e.-UT RN,0 l"?0,0/,''Y E'Xl5Tll()G C'9eJltV€.7 llJIRIAAS-,-Q5 19EQGVl'rt:?O . fit=(/JS£0 orCl?,<;:JTJQV,q(._ l""~l'Pl'v/2?/1'7/,t,\:S aY c« n'?/'vlUS. _\,- II EX/STl,VG 120/240 V TYPE JZl"-BF S/GA/Al. ~ i/GHTIA/G SERVICE WITH l-40A IP CIRCUIT BREAKER FOR METCREO SIGAIAL.S1 /-30A 2P CIRCUIT BREAKER FOR t/NMETER€D llGHT/A.IG1 AA/.0 /-ISA IP CIRCUIT BREAKER FOR METERED IUOMINATED SIGNS_ le /,U.STt<K.C €~,()Cy Gl6'VA:Xc' ,,,q,c;e-&rJtoT/C)tl} .O:5TcCT09 195? t:::em/L /,<) -SA="C/,Q(. ~I-S/Q,(.)5. .... l.. ' r3.e.' .~.~ ..... -cl ~ <b r.' ' ' ~- ,,L-..J I ' . I ½ ,r-~ I " ' I ,,__., ,. ' i \ \ \ I ,l"LJ SEASIIORc OR. FOR REDUCED PLANS •JH/GINAL :C.LAlE IS IN tNC1-·l!c$ ' ' J........___j__ --______L___ - [i] l!l u I DIST I COUNTY I ROUTE 121 ORA I 001 I 19,e121.4 11401 ,r,;1 REGISTERED CIVIL ENGINEER E:.-.1$TING. ~IGt-.1(5)70 RSMA.11..l JIJ.TA.LL ~IC.lo.I($) ~ N -- " W.Jz-c-3 rn z-c-e ~ - --• ~ IT -Ll"'E c• f-Dl'll--hl't----in_J e-c-, - • l1J 2 5·P·/ . : i f------- • POt.E SCIIEOllt.E POlE DATA SIGN,,U NP.SCJO //At'r SIG.Ahlf. M'Q:1/,VT/AIG PED Pf/.S/1.BVTT(JA, A:XEt.OCAT/ON rYPC ~~ -'!GA/ (OOll~ FAC"E) M:l TYPE Nc'/GTfi MA IY.A tl/ATZS //EN MA .-9f"O l,o,vASE ,,.q;)(,£" t;ic,/40 A i:I I 15 30' -,o' Z50 SV·l·T l ,A 10' -- -rv-z-r • Z/3·5·70 ao· ♦50•,,., 15' zoo SV·I-T 4 IA ,o· -- - TV·/ s IA ,o· --TV·/ b ,, ,o· ---TV·/ 7 ia·s-10 50' •ss· ,,. zoo SV-f.T e " 10' - - -TV·/ ATTENTION Otiliti■■ ■hown on th■ plan ar• ba■■d on available r■cord■• It ■lut.11 b■ th• cont,:actor■ ■ol• r■■pon■ibility to v■rit"y all u:i■ting utiliti■■ by contacting utility ag■ncis■, and to ■x■rci■• ■xtr■a■ car■ to avoid d,nu.ginq ■xi■ting u.tiliti■a during ■xcavation. (Cl.LL ,oa mmlUlQlt0mm ••llVIc. 1-aoo-◄:u-UJJJ -SP-l·T b NIE -SP·l·T e/o S/e I .vie -Mf';r.,) ,,..,,,, SP-1-T 8 5/€ -SP-l·T l I a • s;w I sit -SP-1-T 2 S/w --2 5/(U ~:'.:;~ SP-/•T -- - -b / o"" NIE I N/w e PE.0 PU~H BLITTON WITH BIC'{CU; ~lGM -,. PEc:> ~ i=>uTTCN ,,.,,,.TM -a::,Ai... etc:."fo...i;... ft.~"1"f'IIIC.TI~ ~N TRAFFIC SIGNAL MODIFICATION PLAN STAGE il E-1 I I cu 12·209 ! j EA 023761 • • CON.OUCn:w SC/leO(/~e ~ Clt9CO/r 1" A A "' /5\ 1,1 "' • 3 b , 3 3 3 " ., 3 -3 3 -3 • b •• -3 3 3 3 3 3 b •b --3 --3 " b 07 3 -3 3 -3 3 b .a --3 3 -3 3 b OlP 2 -z 2 -2 2 4 ObP --2 --2 2 4 #14 •1P 2 -2 ----2 .,pPB I -I I -I I 2 fJbPPB - -I ---I 2 Iii 1PPBtBP8 I -I ----I PPB ,( BPB Common I -I I -I I 2 s~ra~ • • 3 " 3 3 3 b I ll<Jm1i?af'<zd .:::Jk;}n::, e e z: e e Pu//ropa -------- ,or,,u. '" 9 % Z<1 9 "-°' = b? wm,~~ 2 -2 2 -2 2 -,o $ASCAO(_ ~ .s,G.()~ I I I I I I I 2 rorAL 3 I 3 3 I 3 3 2 ., "' --2 ., 4 4 4 --4-.. I I ¼ - aer. •• ,,, ---2 07 ,,, - t2Pa1rflJ9 lnn:t.rconnacf(abld ---/ ---/ a::xx::ur $a; z· 2· .3:ti 5 z;:.. 3" 3" 2-1· ■ 11,JST,._LL 1-JE.W CO!JOUCTQR'5 THROUGHOUT E")tCEPT ,(!:::) E>I..IST. TO REM.a.JJ.l ePB 81C'r'CLE P\.15H BUTTO~ :llt-TWl~TW, !!>HJE.LOE.0 e l"'<..n't.,I~~-~ "!,T~Jil. NOTES TNIS S/.leeT L TRAFFIC SIG/.IAL ANO NIGlltVAY l/G,YJ7M:; CO,VSTRlK'Tl('.)(I SNAU COVFORM TO STATE OF CAllFORNIA .STAA/OARD SPECJFICATIOI.IS ,,#10 STAAIOARO Pl.AN:S(OATEO ✓Ul.Y~) AA/0 TNE .:JPECIAL PROVl510.VS. 2. CONOVCTOR SCNEOVl.E IS Fl/RNISNEO AS AN IN$TAllATIO,V Gl/lDel/,VC ONl.Y. IT SIIAlL BE Tl-IE CO.VTRACTORS RESPO,l,./,:Jl811./TY TO PROV/OE THE CORRECT CONCXJCTORS ReQl.llREO FOR THE /A/T€.VOEO OPERATION • 3. (/A/l.ESS SNtxu,V OTNERWISC I IA/Ol/CTNE l.OOP:S .S#AU. BE" b'Kb' WITH /0' .SPACING IA/ THEOIRECTION OF • TRAVEL. tVECCSSARY STRIPING SNAll .Bl: l.OCATEO PRIOR TO LOCAr!,VG 0CTECTOR5.{SEE SHEET~) 4. Ntt,1,/ CO.VCX/IT .SNAll SE 2# l/AllESS SHOWA/ OTNERWI.SC. 5. NE(il Ptll.lSO'K1;5 -SRAl.L Be ;Y5 l/A/l~ -SHOWA/ OTHE.li'WISS 6. PEOeSTRIAJ../ IA.IOICAT/0,V:3 S#Al.L BE TYPE ""c-(SEE SPECIAL PROVISION.S). 7. CO,VTRACTOR SNAll. EXERCISE EXTREME CARE TO AVOID OA'MAGIAIG CXISTING t.lT/l/T/€.S. l/AIGROW./OEO SIGNAL LIG!IT CONOllCTORS SNAll. NOi BE SPl.lCEO. II. A'.'...40: 75t?~Y /4 AX.€ a.I/TN ¢e /,U,O/C<)770U l6'/4.IG c:::::vc...av640 av...wA.--G m A:XC £..a::A770.V @. RcLQCATe CV? ~'1XJVC .a.,KVA./G Ci:'.>f.l~T/Q.U 4!S .Q.l~CTEO 4Y evGINee-<?. PHASE' OIAG.9A/Y1 -!J -----A/OT -llOT USED (!SEO • "'' '/JZ "'" l&4 • 1 I i-.. r -' : -----I "'" "" 07 ""' M.A. ... RA:~~t-11~ Rl;MO,/li .FOJ>JOA.Tl DeTA/1. ",q'' ... o ., Y<U.OW 00 •• -.,..i.T .q•.,. 1-....,.•U"TI!!. (<-'c•c.) ~=--•-----..:.(~-==~-= ,-"---- TYPe 28·S·"?q /~--(~ =, 4 IA ,. $PECtAL r-33 0 =-s 7 IA 17·1'--70 IA IA ,., H€.GHT ,O' ,o· ,o· 10' l9·b·• ld•t;; ZO' /0' ,O' /0' SV·t-T S ·I SV·t-r MAS ?~0 2-SV•l·T MAS SP.I-T SP.1-r SP-t-r ■ ,._LL EQUrPME.t.JT EXl~Tl!sJG, U!sJLESS NOTE.D:(R) REU:X:A..TE.0 ♦ SECOND M•O·TEN0"-1 "-IOT REQUlREO 0 Pcrn-10L.~ F<-'.X)....,c::,,..T,c,.,i PAIOR "lb QROER\N,G POLE a,· ?.5' /8' Z5' ,O' 25' 11' 2'5' Exi f,nq 7 N/w 8.albo-. - b 7 N/, S/w b .v;, Co,asf /lw<t As awn e P!!.O PU~>-1 BUTTON WITH BICYCLE SIGN ~t· ~ ~ I I ' E,,.,~r lnf"~rcon=cl" To Conf"rollar C•bma.r i!J RtVar AV<l.. <>ST co,,.,, ROUTE POST MILES TOTAL PROJeCT TOTAL SHEETS DETAIL ,.ll #, 12 ORA 001 19.8/21.4 157 -rlriv V,tt.....~,..,._.. ~1 @ ""' REGISTERED CIVIL ENGINEER © -PLANS APPROVAL DATE © ~ {71418~2-8616 ., l @) ""-""' ~trman immel and @) ....... Inc. ,z-?4-,. IS'7•IOI (£.)(.\~TU.JG) -C, PU'/~( FV/'lH'lz ~~t) /1150/, CJ, f Plllfropa. (FUtur,z, nflVcon11tZ.Cf) :- --0 EXl~TIIJG S1Gt0)10 REM.._.N IT) IJ.IST..._LL ~IG..S . ......,"" ll"t.Uiti-abovn OQ ~ pl-an, N.aecl on availabla reco~. It a.ball ba U. contracton, 901• --,,-U.ility to "Nrity' all axiatini;i utiliti-by contac::tincJ utility aqenciea, and to asen::1-/ ertr-can, to avoid daaa4incJ' edlltin9 ·utiliti-durinq exc.wation. CCI.LL roa ..,,...,. amrn:cs 1.-•••-na-uso PLAN SCALE J",m' E-8 cu 12-209 EA 023761 """ I Q w > "' a, > Q w w ac "' w > ' ~ w < ac Q ~~ o-~ ~ ~ ,,c o> w., > a, ~Q Q <w w Jz ~ ~" u ~in w <w I UO u 2 ~ ~. u w, 0 • W, z a· }: z ~ w :; ~ J u ~ w 0: ~-~ ... a "' m J ,: ~I .... <I .... "'' "' .. "' z < "" ... ~ "' .... z w :a, .... "'' <r .. w, "'' ~: z "'' "'' !:!::i j ~· < '-' ~ "' w ... < ... "' t ■ COIV.OUC/2:W SCHelX/~E PHASE' DIAGl9A/l"J /JeTAll. ,qtLJG C/RCU/T Ii' I,. '&-I.,> ~ 4) 4 ~ ., • • b • • 3 3 q •2 • -3 3 -3 3 b 0 -----!JOT -A/OT USED OSEO ., "" 3 3 3 3 3 3 b ■ •s --3 - -3 3 b <ill <ilZ 0.3 04 07 3 -3 3 -3 3 b •a --3 3 -3 3 b •2P 2 -2 2 -2 2 4 • l I ~ r -' : ooP --2 --2 2 4 .-----I ";4 .7P 2 -2 ----2 "2PPB I -I I -I I 2 <t,5 </lb </l7 " ■RE.C.,..LL TO ¢)2.f;\tlbM1t.J..GREEt-.l f0'<.0K:YC.U~1"5 "bPPB - -I ---I 2 11!1 7PP8/f8PB I -I ----I PPB f 8Pl!J Ccmmo11 I -I I -I I 2 Sp;J.ras • • • • 3 3 3 b /lk:.lmi.?.,/?LJQ' -!%,-,:s e -e e -" e - Pt.,//ropa ------- 2 -2 2 - I I I I I I 2 TOTAL 3 / 3 .3 / 3 3 2 0/ -------2 coo,o 4 4-4-4 05 2 --b----b --1z-e34 J2P.s,rlh9 /ntarconnacf'(abld-- - - / - - - / cao:xYT S/z:€ Z" z· 31i 3 Z" 3,. .3" 2-:f ■ i>,,U. CONOULT {COt-iOUC.TOA:S E.XIST11JG. 8P8 BIC'>'CLE PUSI-I eurTON * TWl5TEO, 51-11El.OE.0 • ~..-.:IRE ~-"::E.e. ~T.l>CE :!!I.. A/OTES T!l/5 S/.leeT ' ' I. TRAFFIC SIG.VAL ANO NIG/.l/,1/AY t/GVl7A,,G CO..VSTRGA:::'TIOV SI/AU CQVFORM TO STAT€ O,&: CA(.IFORN/A $TANOARO SPECIFJCAT/01,/S .,4,(10 STA.VOARO PlANS(OATED ✓ULYB4-) AA/0 TIIE SFE"C/Al PROV/5/0,VS. 6-c-,: -1 L..:.:'.-..-- 6-c-2~-~ 1 2, CON(}(ICTOR SCIIEOl/t.€ /,5 FVRA/151/EO AS AN /AISTAlt.ATION G/.IIOel.lNE ONlY. IT S/1,lll BE TIIE CO.VTRACTORS RE5POV,:J/8/(JTY TO PROVIDE THE CORRECT COAIOUCTORS REQl,/IREO FORT/IE /A/TCNOEO OPERATION. .3. VNt.ESS S#OU//,/ OTNE'RW/SE, //./OUCTIVE LOOPS S#At.L Be 6'1(6' (UITN /0' SPAC/NG /N TNEOIRECT/ON OF TRAVEL-NECESSARY STRIPhVG SN'Al.l 8€ t.OCATEO PRIOR TO LOCATING 0ETECTOR5.(SEE SHEET .Kf;i) 4. Nl:IP CONOUIT S#At.t. Bl: 2# VA/t.ESS SHOWA/ OTI/ERW/SE. • ,__ J r \; I t:TA/l ;,( "-~E ~4•.,1•w .. ,~ (t,;;C-c) 5. NEW PllU.80'1(£5 SNA(.(. Be #"5 UA/l~ SHOWA/ OTI/ERWISE. &.13t. z·c, f 111/arconnacr c-,_bla b. PEDESTRIAN INOICATIOAl5 S#A(.(. BE TYPE-c"(see SPEC/A(. PROV/510..V,5, 1. CONTRACTOR SI/AU. E><ERCISE EXTREME CARE TO AVOID .OAMAG/NG EX/ST//./G VT/UT/ES. l/A/GROU.VOEO S/GNAl LIG/IT CO#DUCTORS SNAt.t.. NOT BE SPllCEO. 'I. EX/STIA/G CAt.TRAN.S MOOEL /70 COA/TROU.ERA5SE.MBlY COMPLCTE /A/ MODEL 332 CABINET. RECAll TO ¢2 ( ¢6 8Y CAt..TRANS. /0. E'><ISTING IZ0/?40 V TYPE .lff-BF SIGA/AI. ~ llG.1//''IAIG SERVICE tu/TH l-50,4 IP CIRCUIT BREAK-=R FOR METERE'O SIGAIAI..S, /-?OA CP CIRCC//T BREAKER FOR VNM€TCR€0 l/G.IITIA/G, ~ /-/SA IP CIRC(.llr BRCAKE'.Q r'OR M€7.!'R€0 ILt.l/MIA/ATEO SIG/.IS • ■ POlc SCHe0lJL£ ,oo<c o,,,m s'""'" ,Y.,.:;, soa /,l(J,9 ,5/(S,,u,,:;c_ t'>?OOVTkU0 .-CCO A':.IS'>' ,&/TltlU ,LJo TYPE r/€,GNT "'"' ,,,. uvm,s V€N ;n;q -"CO = =E= , ?8·5·70 30' 50' ,o· 2>0 ::,V·,c-T ?-MAS SP-1-r --sv-1-r ,Z IA ,o· ---l"V·I-T --2 s1, ----------~ = 30' 35· ;5· 250 SV·l·T MAS SP-1-r 2 S/w r-•-····-----· --i------···--. ------- 7/e . A/tu /6/<V ~ IA 10' ---TV-2-T -SP-1-T 's]i«i,ii. -----... -· G) ,,,=i,;· ,,. --sv-,-r ----~ 1-r-3~--- --------:iY.:I =-s ?8"·6" ,o· 12' '"' sv-1-r MAS SP-1-T 7 N/w 7 IA /0' ---TV·;?·T -SP-1-r b / 7 . N/E / SJw @ 11·~-10 30' ,,,-12' zso i'-51/·I-T MA5 -b N/E 0 !A 10· ---TV·3·T -SP-1-T -- ,a IA 10' ---lT·i?-T ---- /OOtL Lr:x,<JT/C,O TYPE-;.,·· StGlv A a (OCOBlE FAC€) Ex/ t,/J9 <:,·-·St,,parror - ,o-s, lfw9 I - Balboa.--+ I - I Coasl Hwy I - t - ■ A.LL EOUIPME.>JT EX15Tlt-.!G U!-JLE55 NOTE.O:(R) RELOCA.TE.D e PE.D PU5>-1 BUTTO>J WITH BICYCLE $1GN ' I NOTE 9 --, L pp# 14-54-74-0·€ €xN5"/". Edi=n Co. S,zrv/Ca. Pbinr 6vst: 1!/z"C) i:ltlD(li(/l1f1r'lq) f Clfl/4(11/um S19n) El(l.'J/-lnt-,zrconnac/" ro Con/"rollar Cabmar ~ R,Var Ava. DeTAIL 0 -- .,j@"""" \ @ GR<EN (E-,.:.iSTHJG) DIST CUUNh ROUTE 12 ORA 001 ,ii\ Herman \Y kimmel and POST MILES TOT AL PROJECT 19.8/21.4 TOTAL SHEETS 157 ---~;: _-::.:::'"3 - .lffEIITIO■ Utiliti•• shown en tba pl&11 are ba...t on availa.bla recorda. It llh.l.11 ba tha contraeton .ala reapo~ibility to var1ty all ax1stinq ut111ti.. by conUetinq utility aganc:1••, and to .utarci.. axtr-c:are to avoid d,aaag1nq arlsting util1ti.. during axcavat1on. (cu.I. roa 1JJ1DUG10011D ■nn:o 1-•oe-o1:u:. .. un1 PLAN cu 12-209 EA 023761 ., i ~- ~ _J £ , > ~ w w ~ "' ~ > ~ ., 0 ~j~f ;;! § = o> > wm m ~o 0 <w w Jz "' a~ u JV, <w i' uo u i 2 ~ ~, u w i5 w' z ~ a z ./. w ~ I-_J u j w 0 ~ I-~ " w ., _J , z, 91 1-1 <, ,-, "'' o; .. "' z < "' ,_ ~. 0 ,-, z w :,;, ,_ "'' < .. w 0 < % "' o, ~ j ::::i: < "" ~' . cl w ,_ < ,_ "' ~ ■ CON.OUCTGW SCHE,0(,1~£' ACVG Cll?CUIT 0 £ A A A I\ ., 3 3 ,,,., ' ' 3 ., • " 3 -' • 05 3., , "" • • 3 •• --3 --• ., 3 , 3 -' • 08 --• -3 • 02P 2 z 2 -2 2 ObP --2 --2 ~/4 •7P 2 e 2 --- QICPPB ,r &oa I I I -I I \lib PPB --I - 1J 7 PPB~ BPB I I I --- PPB ( BPB Common I I I -I I s~ras 3 3 3 -3 3 / l,f:Jm1n&,;,:;c/ ~ " ,. z -z z TOTAL 19 ec 30 b /9 24 t,::Jrninair,z 2 ,. 2 -2 2 #10 ~~6..s.<J,..,..,,..,,,.. I I I I I I rorAL 3 • 3 I • 3 0/ ------ <OOP ., q 4 4 --.. I I ½, . --- acr. .. --- Cll-&:.e' ., - -b ---•a --7 7 ,,~,., 70n<IL 5 s ;; 7 7 o/'a:,_, C<,PC,<;!O'...S I z z: tlPa1r/h9 /nt"ttrconmzct(dib'it -I -=r s;a: z· ,· .31' 2' 3" 3" ■ '°"U. CONDUIT (C0'-!0UCTOR5 E)(;.IST11JG. UIJLESS tJOTE.O: (IJ) NEW {1>,) A.6 .... IJOOIJ 8P8 • 81C"l'CL.E PUSt-1 BUTTON _, TWl5TE01 SHIE..I..DE.O A A ' ""' 3 b 3 ';'.' 3 b • b 3 b 2 4 2 4 -2 I 2 I 2 -I I 2 3 b z - 25 5b 2 - I 2 3 2 -2 q -"' -'7 -b 7 7 7 ,... '3 11,,. 3" 2·3' PHASE'" Dli<JGRA/11 _)_) 0/ { !l>,S ■ RECA.L.L -----A/OT A/OT USED t/S€0 0Z 0.3 04 ■ l i.. ----- 06 07 \6b F'OR 61C'fCLE5 Exjsl", nFc ~ 12 Avf ,19 Tw1S~d. Sllta/du7' In~~ to a·.ntro//4r c~/2.rr I!' A-~c.,. 5~ (~. -:,,""!><?' f!-loE) 0B .OCTA/I. 07 A/OTES THIS S/.IEET l fRAFFIC SIGA/Al ANO N/6¥/.VAY' u,:;.vT/A,1S CONSTRt.cTIOV SNAU CQVFORM TO STATE OF CAllr-'01.11,//A STAtVOARO SPECIF/CATIOJ../5 APO .STAA/OARO Pl.AJ.IS(OATED VULY'84-) AA/0 TNE .SP€C/A(. .PROV/510,V.S . / ~~~-=-------~=rro..v 2. CQI./OUCTOR SCNEOUl.€ IS FVRJ./ISNEO AS AA/ 11./STAl.lATION ---...J Gl./l0€L/Nl: ONLY. IT SNAI. L BE THE COio/TRAC TORS RE5PO.VS/tJIUTY TO PROVIDE THE CORRECT CONCN.JCTORS ?'\l~-------' REQI.IIREO FOR TH€ /AITl!:,VDEO OPERATION. 3. VNlESS SNOU/,V OTHERWISE, /A/Ot/CTNE lOOPS .S,VAll BE 6'"~; WITH 10' SPACING /N TNEOIRECTION OF TRAV€l. tVECES.SARY ,STRIPING SNAll BE t.OCATl:O PR/OR TO lOCATING Oe"Tt:CTORS.(SEE SHEET~) 4. A/EW CO.VOl.llT SNAll ,BE 2• VA/lESS SHOW/,/ OTNERWI.SC. 5. NEW PVllBO'xES .sNAll Be #5 t/1,/l.~ SHOWA/ OTNE.Qa/1$€. 6. PEOE5TR/A,V /,VOJCATIOA/5 SNAl.l. BE TYP€ _C_ (SlfE SPEC/Al PROVIS--0/415, 7. CONTRACTOR SNAll EXERCISE E>( TREMC CARE TO AVOID DAMAGING 6XIST/NG t.lT/l.lTIES. l/AIGROUI.IOEO SIGNAL llGIIT CCJ.1/0t.lCTORS SN.Alt. NOT ~x13t. z-c, ( 4-·DLC,,-_::,,-,---""-, ~pt.,src,z e-ex,5t . .Ol.C UJ/i'h 3-IU~ CX,_C ae sPuc.o. ■ POl.e sCNcO()!.c V. €XISTI.VG CAlTR,A,V5 MOOE'L 170 CONTROU.ER ASSE"M&.Y !-------~--..------------..-------.-----------~ COMPl.CTE /A/ MOOE[. .33Z CAB/MET. /A/STALL AOO/T/0,VA(. S'5UQ<:'. /2'.QSOQl,,OW SAS'.-u<U. frKJUOT/,{)G ..ceo ~,5uTn:::K) ,'O(X£LOCl<moc; TYPE~ .. SIG.V i:t;K/IPME'J./T r /1400/FY CXl~TIAIG CABINET WIRING AS '--="-="-'--,XX€ 0om RE(i'l/lRl:0 TO PROVIDE )="OR NEW OETECTIOA/ ouo 1:;;;,+-~==-1-:::::::::.:.+~""'=:__+""'~'...f'°"C:::~":.::j",.;;v.s;:w,;-+,;""'.;,,+~-:::::"::,..f~=:::::+::::=.::=e:::;4-~A:__+-,-:":...-1-~'°"":::::=B='='-F,="~c='=)~ E~,C,CY <:/C,Y,CC::C P/'n:=-E"7PT/O,V ~1'9QT/OIV 55• /.«.' ~ Y· -r _::;;; t,:, SP.l•T ,:.,;, t-i/>n ❖·-·Su.~,.,or - "-b TYPE M€,GNT ' ?8·5·70 30' ~ "A=i"rt!:OV. nl5M:::Xi:0Z/9cr,qa.. .etY OQ.O°-""Ot/S. E"'"F-"-::_+-=.,---+-=-+-~'-+=::_+''~'-~'-~'c--1""'--t=_;_'-l--cc-l---c-:--+--=-=t-~"-''-t--"~-=-'r---j ,a CXISTING /20/?40 V TYPC or-BF SIG/.IAL ~ UGl{TING rv-1-r z IA /0' 2 s1, SERVICE WITH /50A IP C/RCt//T BR€AKER FOR 35· 15· 250 5Y-l·T METERC:D SIGNALS, /-20A 2PCIRCl/lTBREAKlfR FOR l/NMCT€R€0 l/G#TltVG 1 ~ /·/SA IP CIRCVIT BREAKER 3 = 30' 4 IA 10' FOR METE"REO /llUMIA/ATEDSIGAIS. 0 T·3?1.,i "'' 5P·!-r 2 5/w ("~f HM/ SP-1-r 7 e" ,o/a, 6/w 7,-..,; N/W ,(,tAU II. 1,u.srna ~y ~t!"NtCc'.'.e ~-C(t7,,0T/OIV o 40',. 15,,,1 DeTt:"Cn::l? ~I? ,0ern1c. ,,u ~1,9(.. A'91::X/ISt0,US. 1-'i!,jF"'-'.J.4-_:c:__f-.::c.M+-=!f-CC::"'1-=-:-'-"'1""""4"-'-"'"l--'r."@f--'r--+-"'--+-':.::._-+:_-====-J&J ~ e~-4-10 30' SP.f.7",,, 7 ,. N/w 12' .?.5' +---Bal~-,;, 7 ,A ,o SP-l·T @ f1·i'•70 30' q ,A ,o· TV·3-r SP-1-T M ,o· LT-2-& ■ ,._l.l EQUIPME.1,JT EX15Tll,JG U1,,JLESS i<JOTE.O:(R) REL.OC.A..TE.0 f>Jl O,IEW 4-"f'" 015TA.>.ICE. ~ 'Z5' (SECOIJO M>O·TEl>JO>J JJOT REQUIREOl b 1 ,,,, 5/w b N/E Co.as; Hwq • Pll!O PUSI--I 8UTTO\.J WITH 1:ucYCl.E SIGN 0 ~ F'O:.JNC)<>o.TION ~ "TO O~INe POI...J:!.~ I (}fl /l( [;, .l'U Pt AW\ ,J'<H,oNA, -.,,,~,~,:,It< ,ra.H~:, OP~ TAIL '.i( NOTE 9 --- pp# 14-54-74-0-E €"1~t: ~ Ed/50,1 Co. Svvlca Fbinr Ex1!5f:. 1?z"C7, ett10(li(l/1f1hq) f21"14{l'lum.S19n) , Ex,~t lnhrrconnacf To Conl'ro//,zr Cabmar I!' RtVar Av<Z.. ~TAIL "" -0 ""' 0 0~ .,j@ mu,,, @ ....... (E:~~G,) -- DOST ROUTE. 12 ORA 001 REGISTERED CIVIL ENG!NEER ,1j\ ljerman \.Y kimmel and • - li - POST MILES TOTAL PROJECT 19.8/21.4 ~57 ,Pl?e.re, ;, - " 5.p-J ll Ex,3.,.. Z"'c; -Rtzmo-1,z: Ex1~t: Con,dclcfl:J/'s f' lt?Sl'all /-1/,zw lnl'dconn,zc/-Cai,¢1,z: trt.Uitt-~ 0111 Ula pl-an, ba...s -avaUUl• r.acardlli. It ab.all ~ the caatraeton ~l• -.ponaillUity to Tfl'itr all exi■tinq utiliti-bf CJOatact:Uli9 lrt.ility -.i-.nc.1 .. , and to -.nii.ae ~ oara to =-~inc) eKlltt.f utiliti-~ (CU.,. IO& n:rnCI' 1 .. H·•-CH~4U.11 STAGE m E-10 cu 12-209 EA 023761 12 :.------ lL uJ m -' ., 3 "3 3 3 3 2 co 3 ::l 3 z 4---- - -~ 0/ ■ 05 06 /JOT USED l 07 I ■ RECALL ¢b FOR BICYCLES l \ \ b1 ' , . -I -I 3 3 -+----+ -z z. 3 z - ' I ~ t-~- i " ,. f_ s -e-11 7 I 7 7 Z6 t"i~', ,.: , ('1) NEW (A) A6A'-!D0'-l BPS a BICYCLE. PUSH BUTTOf-J * TWISTE.O, SHIE.LOE.O itlO 7:,::·s TJ.//;.; S/.IE ET . t --- - --m- 0 <X) ' " -D 'CD '<I- C\., OJ ( '' " .,.. :0 -D rt) v ' I TRAFl·iC SIGl✓A(_ 4NO h'/Gh'WAY L/G,s,1 TING co.vs.·;qucTION SI//!!.{. CO/..//OP!',1 ro STATE OF C4!./J::"0Riv/,4 5·:,.;1v'OARD 5.PECI FICA TIO/.J5 A•VO S TAAi DARO PLAN5 ( OA7E.? ✓VL 1· '64-) A.VO ,r,~1c~ 5PEC/A(. P,QOV/5/0NS. -0 Z COA'OUCTQ.R SCL/EOUlE /5 FUPN/5/./EO AS Al✓ l1/5T,,U.t.AT!ON GU/DEt.,'.Vc OAIL Y. 17 SI/All BE TIIE COi-J,TPACTOR5 RE5°0.t'5IS1!./T1, .7 0 .PROVIDE THE CO,RRECT CONDUCTORS PF(,)U, QED FO/:? ,r/1[ /;1/TEA'DEQ OPERAT!O:V . . :: ,'/Vc·'-S5 5h'OW,V orHERU//SE, /1VDUC.T/\/c' LOOP5 S#At.t. s.:=· ,; • c.o' (_j_// li·/ . 0 SPAC ll✓G /;\.I T/-(E 0/REC TI01V OF .·,;;.1,-1vE<'.. './!'.Cc55APr' STPIP/1VG SI/At.t. BE t.OCATEO P--.c Q.'.;-' ro LOCA T/VG 0ETECTO.Q5.(5EE SIIEE7 POS-4-) A-'EW COA"OUIF '5//At.!. BE z· VN!.t:S5 Sh'OWN OTIIERWISE. 6. VEt..U l-'Ut.c80YE5 SJ/All. BE #5 U/./t.ESS 5/-!0WN OT/-!EPWISE- b. ,~"'E,.'."'SrQ14/./ 11.'DiCATIOA/5 S#At.!. BE TYPE"c"(SEE 51-y, c.· i /! {. P.QO '1 1/ S/ 0.,{/5. CO -:;;,.4crop Sl/,1(.(. EXERC.-SE EX TREMi: CAPE TO A,10/D ,J/J,,\/,,JC_,/A/G EX/S~<,{/G U✓-''/L/l/ES. L/Gl/T CONDUCTORS S#A!.L NOT I t ---- EXIST. 5IGN(S) TO RE:MA.lN l1'15T,:,..LL SI GN(S) t I t ru (\J (fl b b /IJOT USED 08 - -- • I -P-Z 0 0 0 ® . L. RC I .,L_. L .._ -~ A8[ 5 LOOPS 5 -:5. !/t/(;_QCU/../~JEO S/G,VAL /3{: 5°!.!CEQ. II POLc SCNcOUL€ 9. EXISTING CAL TR.ANS MODEL 170 COA/TROLlER ASSE'MBL Y COMPLETE /N MODEL .332:' CABINET. INSTALL ADDITIONAL EWIP/'Y?El✓T ~ MOO/FY EXIST/NC, CABINET WIRING AS REQUIRED TO PROVIDE FOR NEW DETECTION t</r(.10 E/??&?GE,UCY </c'l1/K<'.'.c PRe-E/l'JPTr'Q,V 0~~770N 10. 51/0a.!N HEl'R=OV. REtr.t)(i'E <212 ~C.<76'.'... -8Y C.QCT~IVS. EXISTI/JG 120/240 V TYPE OT-BF SIGNAL !;' C.IGIIT/NG SERVICE WIT/-! 150A IP C/RCU/T 8REAKER FOR METERED SIGNALS, l-20A 2P CIRCUIT .BREAKER ,CQR UNMETERED C./Gh'TING, ~-/-/5A IP CIRCUIT BREAKER FOR METERED ILLUMINATED SIGNS. II. /IJ-5T.<JC.C. 61?El"ftSE,()CY <1/El'Y"tC'l'.'.E F¥9c-E(Yl,r:::,Tr'Olt./ o ,c:E'TECTO'? /<C>cR ,0€Tl"JIC. ltU .SPEClf9(__ P/'?O</ISIQ,US. ' /D<J(E ,0/}T/.J ,5/CSr1),<)c' /l /"..) . '5C JD t,7<:JP, ,'S/c~'/ .. ../Nl /rk]()/U T?/C) c2i i . [{,.(j/.) ,T /'5 ~ i /L.:o TY/:JE /-IE/C7~.Y7 /l'/-<} >,½' //{"_ // /l'?r<) /,Jt:-,r __ ; ' ~·: 11 ?fl 5 j ,S\ 2 . MA5 (NI ryo 30' ,c; --' /:5 I 250 f,J/1'::J (~) SP-1-T , I'--I ., ':) 5V-I-T MAS . . . ' . ,, I,.; ' TV·/-T I ' ' ' --' --' - ! ' . ' . I j) --.C(~"~-' '-< ' -~·" I -" SV·/·T SP-I-T ·- ' -· -: --· .• --- __ ---=::.,_ . ' ' ' ' : ' 4 : IA 10· ---rv,z-r -5P-/-T ' I •-· R'7-' T-33 • co I /0' i 51/-2-T, --M4~J -.. .,__,, (v): ' IN): ' . -0: z::o-4-10 3(Y -·~ IC ,::-,cc c,. .-SP-1-T "--K..,)(Ai); I VfN) . . --·" IR), /'J1A5 (R). (N) (Ql _ IR) --. , -·, T SP-1-T 7 .. - - -L . . ' I .. ,,::.;; -.. -~ . " -----, ~--5· -M£/5 -. ----. . - 'CJ , 3 -SP-!·T ,, ' ---, ' ' . (~(\ //"', I /4 -1 ~z T -- '--_,.1 ( ,v) ,u L.,-- -'/,1,·) a ,:-_.__LL E~OGIPM!::..1'-JT E':,.,)Sllt-.JG u•....:LE:SS "-JOTE.:):-~R-~': R:::.'--ocA-t::..:::J (i'J) NEW ' :-._,c /: ~):GA. ,qc.·) ,-Cf_), )I~ ,4:_),,-,.--1~::J/ ,,) .-/' C --•/"'-, __,.._. 'f' I' r-,. , . ' ' '-,_ ' , '.,,,,,__ ' . - ,<t'tl''i5! -<a{:); ~--(·;r::.-r.;,.,,....J ~ .9 ( :J{)r../ 3L ::::-· :,4( E) --Ex, s rin9 -. • . - -' -·· -------.. 5 ) c -. . ~ -- 5_ ,'{, , • /J.,'(_/ ~ ,.= ::__, . . , ----I ~--_, ~ • ,(_/,(ij I I o,,W ' ' _:=, ' ' - ~ I. -+------- N/w 5' /1/V/TJ ;( J,/ALK. 7 -r.vJ -----. -------, --I i.{/ 12' 2. 5' -<----Q,..., (N)._ . , __ ; '" ... ~Or ........ __ (?3.L ' ' -•· --------• 1 ' ' -C C:x1st1n9 () -"" v . ' -;, -0 ' --·• -- s-. ~ . --~ :./ --' -,_, _- --~ ----- --- --/0. FR•.Ht NOSE - 8 fl, 0 ' OJ I \ \ ', -'NOTE 9 ' ' \ D~ ti" l,:)_~4--r/1()-f I ,':-) f-. ;~/-~C:n•j,-:i 'Scf"1~/c~ \n,,n'" ~--£-v ·5-t-/I~·.-~ 7 H/c_J// -~"!,_,,-I"'<)-) ~-" ·•,/c.-'--,' \''y·•· -f :::._._, .t::r /Y ./ ·,1 '7'.? ,_:~ C,, -, ( r c \:--:--fi.~;;--·-· --"'. /£\__ ( Co/7dt.x;lors E3y T6! Co.) ·1 \..,. £x15f Tr1:I Pole .1 -_/ -~----• • "I-,..-,. 1...-'' . 66\ /,-•-· y • ../ , ''RECORO ORAJI//A./SS ':_ ,.~ #J A,.,.,. - ORA 001 19.8/21.4 143 157 ,--------------------------------- --------------------- I \ --------\ ------------------ ---;?~-- -------- -- ATTENTION i-11 I I ✓f- !,)i/ ( 1 ,-." 17 iU:-f,;, ---- - -. - l '14-17 9·30·Br Utilities shown on the plan are tJa•;eJ lJ 'f ava.1 lablc records. I-<:. shall br_; -~•-•: 1_,; contr-,1ctors sole responsibilit~,, tc Vf.~:-.-. t \ t !t r:-x~sting utilities t:i-~ cont:actir.rJ i..:tJ ~. ~ -; ·1 c.qenc.1es, anC: da::cag1ng exca.vat.:on. to ex1.stiri.g ... t.i..l1ties (Cl\LL FOR UNDERGROUND SERVICE l-800--422-4113, STAGE ill E-10 & "F. 015TP-.NCE = 25' (5ECOI-J0 M•D-TENOf-J f-JOT REQUIRED) C PCl'THOLE =o.JN'.Y'T.C-N PR10R. TO OROERN<S POLE"=> •• ,-· ., ,.,_,-•,'!">"-"I,~.,_',,._., ,• C• c:.-,,,._C~;Jl;<-',---lil<--•---------------------,----=-..;....;..;.;.;..;....;;.;;.....;;.,;;;_.;.;;.;;.;;.;;;.;.;;;;;;..~,:;;,.,.;.:;.:,;;.;;;;,;,;;:..;;::.:;;~~;;.;;::;;:;.~:;;.:;;;.:.. ____ ..,._...:;,...;...;;._.;_.;.,_;,.~~ .. --~---------====-------"""1-------------------------------------------•--------, -~;-209 r--~;;;-6-1-•----=""·"•a•--·~"··-- 0 w > "' ~ 0 w w "' "' w > >-w < "' 0 w" ~~ w<n > "' >-o 0 <w w Jz ~ a~ " JV, w <w I uo " z 0 "' "' ~ w 0 w z 0 i3 " z w :; >--' -' 0 a< w 0 >-"' "' ~ w "' -' " z 0 i= "" .... = 0 !I 1=1 ~I .... , ii ~I 01 ·I .. , -I ~i 0 ~ j :::J "" '-' ~ 0 w .... "" .... ~ it' •c~TOR s~e-ao£e- tl<LJ0 Clt9CU/T 6, "" ,3 .,, 3 .,,p e ~ e! PP.8 ef .oc'«!I I AO~ <f ~ ca-n. I ,.,,.,.,..,.. ,3 ,,.., "7T,O< '3 Wl1'7IR4Vhz e ::S,9"76/ql,5," I ~,., ~ fias,¼r e """""-5 •e 3 ax,.o •e - ¢8 (n .. mJRE) oe-r CIQ8£~ 2'/6 ,VT""' 3 A:ILLRO""€ UJ/rva:»mz.cl Ca.Y,;t ~ - Cc:::nt't://1' 5'.i::tz ",,. 1/e 8.P.p. • a.-C.YCLE. P0:5# J:JUTTD'J :,,-= roruRC: £ 6 " q. e e 6 e6 - e "' 4 3 I e 6 I "' ■ Si=e c-r., A:l.<i' rUl'V~ -5/GN.,CL COVOUIT. CO,VTR,QCR:!R N,Q,5 Q-0770.V OF l,V:5770LL4TKJ</ 0V ,4A/Y ST,46,C CQVSTRVC770tV. tOOlcS THIS SWccT•· PHASc 0/AG'IPA/>1 I.JOT USEO 11>1 A/OT <IS€0 11>5 +-1---- ,... _____ ..,. -,',KJT ,',KJT = UScO i1li! Ii!-" !i!>4 ,vor _) ----::-1./6€0 ~RE "6 ¢-r ¢8 EX~TIA.1$ 1fz•c, ~ 70 a::lt.lT~ C<J6,'~ ~ ~~4l-E ~~.5.1/ec':TM (~-e",690 ff 1't:> ~) R A/OTC 9- ,<,1?7Zc,O - -~c.~.-o (LTG) 4 J#.t>1-(/.5.U.~-/ FulcK"c' (Oal.) \z e"Cy zift:, .sts,uQL ScRV/CE ~ :;-,c--:: ef SC-1'7 ) ... ... /. J7'iKl,""'".F/C S..t:S(J(ll, A<J0 H,<5"/klHQY C./0Yl7MS COJUSTl?(JCT,OU SNl'QCL. ~ 7V -sJlQTi= QC" C»:'l~tO 5~ ~IROQTIQU:t A-(JQ S~ ~ {,O;<ITEO ~y ~) ,w(./.0 77tE. ~~ ~G/.cr~. e_ Q:X).DOC'JZ'.l'? ..:50-Y~ IS ~~0 1<23 AV IIUS7'i'Q«t017QU ~,£,le Cl(X.Y. /T SIY.«l'.. .-t:Je 71£ COt0779rQC'lOl?S ~l.e-'£/TY TO R'itJ{/,1,0€ TIE ~ CO<J.OOC'lD'?.S ~qiQ'l'n50 R:)l'f' ln'€ ltVnQO,OcO ~,'tt'Q?'i0.-0 • '3, lK)Cc,S'S ~ O~lse', 1/C/OOCT/r/€ C~ ..SN..00:: ,5E 6 ✓ ><6' CL-VTH ..t::,' ~Clt(JG /I(} T/1€ I I I D'/9l9::'Tt00 OC" 7J?rXl€C. ~SSi<1"9Y -smyA1C,\:S ~ de Cco:J?EO ~ 7V~A::X.l//416 OET™S(SEc ,5i/€€T SC-/5 <!!{ ..SC-17). 4. /0(.(. a::xKX.}IT ,5rVtO('C 8c C:" Ott'.KcS$ ~ 0Tr16'?1L}/SE. ?. fXL_ A::JCC::d'OX'€S StV...XC 8= ~ aa:::c..s::s-..s½O(t),V 0'?'£l'?t:V/SE. IS' ·-9..,, ,p~ •· ~~ 6. tOEOCST/9/tOrV /iODICIJT/OiOS SN.-<X.C ~ TYA= ~ ~ ~I...X. ~,<S/O()S) . 1£] : /AJST.4Ll SIGN(~ 7. CO()li'9'0C70"'? SNrXL €X'S"K'/SE EXT/tc/7,IE ~ JO ~,0 ~/US £,Y.-(S"'",?(A:S OJ'l'UT/<SS. B. ,tJ,as'ntX,K/0€0 SG.()/9(. C/6/IT a::::K.JQ~S SM.<XC.. ,<...t?T 8:" 5)-Q"....a:;Q. 9. M/ST.4LL C.<JLT,t;'.4,U:5 4-t?L.'.€~ /70 a:;H/T/T'OLLER ,4SS<:51?~Y /A./ A-10.0CL 3.3E' C4.a,,'.-UcT, ~TECTO'f' -:2'.,{J~ &V/,'3,. CO,VFLICT /MO,V/TaR~ ~R ~.PPL/ES,. MO.OEM, /~TaR.S, OT#~ M/:SC. ,«/%/L./4RY ~P.4'15VT ri:W CJLT/M4TC OA=t'?AT/QU SNaLIA.I (.S-VEET E-1.3), ,,()/JO ~,GIT7QU.,(JL 60=TtZIARE. .,o /~7itJLL /8:'.YNO V. TYP€ .llT-.aF ..5/6,;IJ,4{. 4 UC:;#77NG ,.jcRWCc CU/T,i./ T#E PaLaL.IAC.16 C/~L.I/T ~,4Kar;:5.: /-40,4 -/P ( METE.R£,O S/6.-V-<1LS), /-30,,() -CP (C,f,f/METEREO ~/G,<IT/A..l,S) 7 ..<7,V,O /-/54-/P ( /J'!CT6R€0 /liL/M. S/G{./5) • tLJC,4Te' SERV/Cc C4.l!YA/CT ,GI M/A///J'!UA-? OC-6' .r".-'?'OM CO</T..ROLLE.R C)(J,o/A./£T. II. /A.J,57;fJLL. .4.0VA;UC€ FU.541/,UG ee;qca,u 0,U ~ /,4 ~, a::,,._,p~ ,:V/77./ cau~ .4S:SCM.8LY,, tV4-I $'GA./~ .4,(/,0 /,VC4,,V.Oe6CctUT .C/6/1/T/A./G .r"/XTl,/R€ A=R oo.crR4,U Sr.. . PL.4 - FOR REDUCED PLANS OfHGINAL SCALE IS IN INClil:S E RI-C PO.:::€ .Q,9T,4 <lo TYAC H,=wr I 14 ,O' e 14 /0' " ~-4-·70 =· _..,_,_ ..... CKST COLNTY ROUTE 12 ORA 001 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE (714} 862 -8616 11i\lierman \Y kimmel and POST MllES TOTA!. PROJECT 19.8/21.4. -_-;;_.---\ IJOTE II ----•-----' E a>9(,b) ATl'EHTIOlf Otilities . shown on th• plan an based on •v•lila.ble record.■• It ■ha.11 be th• contrac::tor■ aol• nasponaibility to verity •11 existing utilities by contactitig utility •genei•s, uM1 to in:erci■ e ~ care to •void daJlaging in:i■ting utiliti.. during in:c:a.v•tion. {Cl.LL roa mmJWDOmm ■ones 1-■oo-u2-,1:u1 = PO~E .SCHcOOlc ""'"""' fY.-9SCIQ.W9 SG"..U-0.::::. fl"KXMJT/IU(S ~ ..o.::.-15'YnLP /C-K-~c.o::,wTou ,no ,.,., C,,,o,r5 V51/ ;nq -= ~ =.-= 4 0 TV-I --e ,Uadh 4o-= ,,_ -TV-I -.5P-/-T e; e• ........... HlJ.sou;,,; ,,, "" ,,,,n 46' 15' e50 .:5V·e-;-.a ;:;-,;; "jr'-/·T e tVorT"/2 15' c.s· E-11 cu 12-209 EA 023761 iZ, i >----- 0 w > ·~ a, > 0 w w ~ ~ w > w < ~ 0 w,-. ~-(1}, o~' i o> ~"' ~ ~o 0 <w w "z < 0 ·• u~ u ""' w <w I uo u z 0 ~ m w "' w u z 5 " z ~ w ~ J J u 3' w 0 Ii' ~ ~ w a, J "' z " ;::: < ,_ ~ " .. "' z < ~ ,_ ~ 0 ,_ z w ,. ,_ ~ < .. w " < % ~ " ~ j :::; ? I MIG Clt9CU/T b. &, .. , " 6 •a 3 6 • ,,p e q. 11>ePP.e ({ .:,P..O I " ~~~~Canm. I " ya,ras 3 " 11<1 . n,,r"< '3 26 C:.unvn.81ra " - ~/0 $/9'7at'1S'9"7~ I e ~a Fkis/2,v-e e """"-5 q. oe 5 " ax,o •a -I ¢8 (R..11VR€) " OcT CA&E 2,-16 n:m,<. 3 6 """""""' /nt'rvcan.mzct' Cd6/<2. * -I Conoturt 5'.!:12 (eXl,';T/.UG-) iek ee: ______ .,.. AJOT -if.£0 '/JI 0,: A/OT if.,€0 ----';.> FUTUA.E ,,,,, .... ,/JOT U!£0 "'" ,uor CISCO "'"' i ,/JOT UScO ,,, .. ..) ¢8 :,,----•--- I I '-0RIO(l.f.) CD M..et!..516.U COJJSr ----s-----• tOOlcS THIS SYlceT-' /. ~FIC SA:S<J<le. ,«.JO l,',<5'/V~V:IY (/0Y77tU5 COtVST/90CTIOU SHtCXL ~ m sn:JTe" O' CXICtrQ"?,U/,.Q 3~ ~CI.AQ<;ITi'QO~ ,Q,1'.JO S~ A;:,Qf..CT (Orm=O Ja:Y '89) ,o,u.o mE~t-0:::'. /9"it:J(/"S.-t::J-U-'.5. ~ ~ .:5'0YC(XX'.c IS FO"iK/~0 t'Q3 AO IIUS710(.(,Q170,U G(,Y..QcC/,OC 00:.Y. IT St'f.-0:'..C. -<Je 77,€ CQ,O~ ~l&UTY TO A"it)(l/,0€ T~ ~T COV.OOC?D'?S ~QO'~.O FOi? 77VE ttVnutJ,CJcO O"=l€~T..OA'J . ----• '3. Dt.lCC6'S ~ 07?¥6"Pc'.VISe, ltOOOCTl<./C (~ .SN,<J(( ~ 6 1,,6' ta'Tr/ 10" S/'l<JCltOG /,0 T/IC .cv,•;:ia:r,ou CF m:,,«1a. tOEO=SS,.q,<;>y S,rn=Y,-G1t'..,\:S ~ ~ COC..Ole"O ~70/'9:::lS'770,U//U6 ,OE7i'X.7l:Y'?S(S€€51/€ET SC-/6 t;' .X-18). 4. .1./BLJ a:7,0()(JIT S'/2'.<XC 8E ,!?" ()IU(cS$ -.WG¥a{J 0Tf(&9(LJISE . ?. ,ljBL} J'Ctl::'.'.Ca"OX-€S SN.-<1.'.'."C d:=" ~ Ot'.KC,S:S' St'KXLJ,U ~~/SC • 6. tOcOcSTlW(v((.) /t00,C/QT/Ot05 Sfit<XC cE TY/='E t" ~ ~/,«. A"tl'.Xl..<SI0(.15). 7. C0017'iKCl0'9 Sfi/9<£. €KG"iC"IS€ CXTl'r€~ ~ ;c:> ~,O .Q.,Qt,>JtQG.,'tt,G cY,<.7,K..6 O?TUT/CS. B. ~D€0 Sl(5,(}/:J(. C/6/-/T COU:'.)O(TO'?S SH.<XL. ,<,,t;)T ff'"" ...s>G::.IO=O. 9. €X/ST/,uG CQCT,t:;,'4A./S "'1t:XJCL. /70 Ca{,ITROL.L.6"'? .4SSEM..eL. Y COMPL.CT€ /,U MO-<'.'A=L 332 C-4!3/,<,ET. ,a 6t'/,!S7?.-tl'c$ la::J/i?40 V. TYPt= ..??f-~ S/6A./At. t;' L/G,<,7/A.IG ..x='RV/CC tV/T/,/ T/,/E FaLa.::J/,<JG C/,«'C//T ~.4K~: /--;t0,4 -/P { A?CTc.REO S/G,V4LS), I-304-CP (UA.JMETCREO .t:./GNT7,UG), 4,UO /-/S,4-/P ( /YlETE.1?€0 /LLUM. S/G,U). /I. 6Y/.:ST//41G ·.#OV,,tJA/CC: .FL,05(.1/,<16 .86::)CQU, TYPE /-,4 ~E • CO,VT~L ,4~Y, a/4/ -'/G,U, AA.ID /~JV..0.:-SQSVT L/G#T/,UG FIX7VRC ~R C4C.TR,4A./.5 STD . .PL.4,,(/ ES-3C. c,:'~ . .,, • ~ o· "'9~ ~..s' ,&. ~ = €Xl5T. -51(5,U {-=J 70 /9€("7,<J/,U 0 " l,U5T.Qll SIGAJl::,J -= rUo ry,oe-,..,,e;-cs,yr /J'"X1 fr?A /A /0' 4 ■ ,QLL_ 6QU/PhJE,UT €-Xe>T/,UG eX~T/A.JG eC. a-.acc 'f e.-/o(~) -· _6 __ _ QI::;! CO\.Jt'ITl ROUTE 12 ! ORA 001 AEGISTEAEO CIVIL ENGl"-EEA tlt\1-terman \!} kimmel and Associates, . ,. -·-,. "-,. A'I'l'EHTIOH E:,th!,t'i/19 eC,e'.o ,IJOTE/1 Otiliti•• ahovn on the plan are ba•..S on available rec:ot'da. It a.ball boa th• c:0ntract0:rs •ol• re•ponaibility to wu-ity all .:11:iati.ng utilitiH by contacting utility ag•nc:i••• and to e.x•=i•• e.xtr-c:are to avoid daallging exbti.ng utiliti.. during excavation. (C1LL J'OII. tlllDmumomrD SD:nCII 1-H0-4:U-4U2) ■ ,00~£' .SCNcOOl..c • ~ .A:ON .e,orro,v CO/TN 0/C"Y"CU: $6<..I -~ TRAFFIC SIGNAL r.t8P~ICATION PLAN ~~GE lI-A Q SCALE ,··~ 20' E -12 ________________________ _j_ _____________________ l___ __ _::_ _ _::_ __ ::.":_:"::,"_:_--'=====cc====o===!'---__L _____________________ _l_'.:c:'.u'._'1~2.::-2':'0".'9"._ ____ J.:,E~•_:0:'.:2::3~7~6~1'.__ ___ '_z._J I ~ > " ~ s 0 w w "' "' w s w ~ "' 0 :" fii (3~ ~ ~ w ~ w ~ z i3 ~ z w ., ::, ... -' u ~ w 3 ... ~ "' ~ w <D d " CO,</LX/CTOR SCX'cLJO,e AYASc .OIAG/r'A/YJ ,'l(l)G' C/t9CU/T 6 ft:,. £ I ,G\ ¢e 3 ,, 3 6 ¢6 3 3 -" ______ ...,. [IJ/9(,/ .S-,S,<J AJOT -A.IOT ,<KJT U6c0 = UScO ... ~ •a 3 3 -" ONLY ¢cP --e e {Ill ""' "'" ., .. !1'.\ e PP.a ({ ,50,d' --I e PP~4'~Cc;mn,. - - I e ///u-n. St: M:i!,r,,,z SiJn -I -e ~ 3 3 3 6 A.IOT A.IDT A. C/5€0 -use.o • (115 .,,. 07 ¢8 ~,, ■ ~ <Zlb o=or,; ~"'I"':> =-><WCo. S€R1.HCe l"O,WT ,k•c.~-a ,vr,,c IZ: 13 /0 "" ,t.u,n,n.,w)-a c e e ----...,0 ~'9"81•~c~ I I I ,, ,4:n,..v,cq. ;::Yas,'i<U" --e e = 3 3 5 q. •-= --3 3 .6 -z. -z. <00<> .,, - - -3 OcT c,-.&c 2.,,./6 ,VT,9L -z. 3 El ""=~= c,r,oc~ e. " z Cc:v,ot.,it .5tm e· e'., ey; ,,.,; tCJOTcS rN1s swar, /. ~.FIC s~ AU'.) h'-<Yt'ifCWY c'.A:9Yl7,<,\S a::>.OSTl'i\'.'.A:::7iOU S,i4'0(.C. ~ m 6'110Te" CY C}<X/rc:::>'9/(,//,,Q -5'T~ ~/Rt::Xmt::::XJ-5 AU() s~ R,QUS {CWTEO ✓lK.Y m) .<W.O 77',€ ~uQ:::: 19'ic:)V.cr...ou.:s. ?. a::J,0.QGIC'7V'9 5DYC.()lk'.c IS F~O ~ AV IIUS7JO(L,<J170,U 60'.a.£!,Oe CKXY. /T S,,Y,<X(. .c€ 17£ C0,077»QC7CV9.S ~l-0/(ITY TO ..-9"rt::)(/,1()€ T~ ~ CO<l,OlK'n::¥'?.S ~~l'"R::.Q f'Ol'i' n,/45" lt!JT€/(.),QEQ ~"'wQT.O/() • ::5. avcc-s.s ~ Oli'Y6WOIS€, /i<.JOOCT/(/€ ('~ .SIYtOCC::: BE 6✓•6' <t:..V??Y 10' s,,-,::,,QCa.J(S /,0 Th'C ,0'~170U a,:.-Tl'?IQ;1/e(. ,()ECcSS,..:X,y ~A?f:)(S" ~ a!' (0:::-,0lcO ~ 1V /'9:::lSITA::K///(/6 ..c:::k:~S(&:€ S4'€ET POS-5 ). 4. 4C.t.. COQ{)()/T StY.-<X"C <Jc e" O(.,l(c.S$ ~ 0~ISE. 7. .4t..L A:::Kc:'.'.8OX-€S SNi<:k'.'.C 65" ~ OCk'."C-5:5' StStJa:I,{) ~/'?CU/SE . 6. tOcOCSTlWt<JtU /,OOK:fJT/0,0.S Sh',-O(C 8=" TY~ 'c" ~ SQg:'/i<X. A"R'.:X/,<Sl(X}S). 7. C0i0179'QC10'9 S/1/vCt:. EXci"rt:"'ISE €XT/f€(7)E OJ,'R': 70 ~,a ~,.u:s c]""'~ CJ77UT/eS'. B. OIC..-t5"~0 Sl(5,<J;:J(. C/GHT a::x,oO::"Ta'?S Stf.QtL.. ,<,.t:)T d: ..5>G::Kl=O. 9. /A.IST.<UL. C,,:JC,TRAAJS MOOEL /70 COA/TRO.CLER 4SSC:AV:JLY COMPLETE /N M00€L 33e Ga,B/A..-t='T. I .0. /...U~ /.a?/C40 V. TYPC J?r-~ S/G,V.4L ~ i'./G/./T/A.IG ScS<?V/C-€ t:.CI/Tll TNE FOliOCU/,VG C/~U/T ~4K€RS: /-c;,o,.q-/P (/J?cTC-Rc:O S/GAJ,.<JL.S), /-30,a-cP(UVMETERE.O L/G,4-'n'A./G), 4NO /-/5,4·/P(MCTERE,O /LLUM. S/GN). //. /AJ.Sr.4LC. ,4,0V,4.A../CE FL.45/.//A/G ~ .. TY.Pe /-,<1 ,..ct:JLe', CO.NTRC'L ~L.Y,. Cl./4/ S/QN, ,.O,,V.O //4.C4N.OCSCENr L.IGN'i'?',<,,G F/x77../Re "959 C4LTR.-<7NS sr.o. R.4A./ e.:s-.sc. te. I.AJ5T,<)CL ,e~ci()C'y' ~..¥K'CE ,A"n:5-Cm,c:,71ov ,0crec:n:)1"1 r=t59 CteTrV<:... /I(_) ~/«_ ~/S--OU-5. ----• ...~ f ONLY DMLY 0 "' CXIST. 616,V(~) 70 ~,U 0 -" /NST,•U.L SIGAJf"-5) NOTE COOR01NATE CURING VARIOU5 5TA13E. CON- STROCTION CJcrAIL "4" 0 I • I, -- ~ Ake OQm ,Uo n"A,' l'-IEl<S,+'"T ,m MR "-"'"" v= 14 /0. TV•/ =· :-x,· 15 €!50 sv-,.r- SV-2-TO 30• acf /5' * 250 5V·l·T a 30' q.5• /5" e50 V-2'-T.0 ,tr, MOUNT @ 90° TD :5/6A./AL MAST,QRM • ~0 JOt:/5.V ,e,:./TTQIJ U.NTN ,O,'CYCLJ= 5GV -- ,.,,,, 12: ORA i1f\ Herman \!:I kimmel and Associates, .. ·'"'"""""" .-.&..T.2. Inc. n-OD·JI en-101 Dtiliti .. ahavn on tha plan u. bu«! on av•ilabla record.. It -.hall be tti. contnctora aole r.apc,!Ulibility to vuity all •>dating 11tiliti.. by c:ontacti.nq utility ag•nci••• &lid to a:11:ar,;:1-~ c:ara to avoid daaaging u:iating: util.iti-durJ.nq u:ci,,vation. (cu.t. roll :msrn llrl snvrcs 1-ao11-n2-nu1 SP·/-T e =s MAS "' MAS e.-s' .,_ _______ , 0 .A:::>r~ ~nt?,-V ~ TO ~ ~€ TRAFFIC SIGNAL PLAN SCALE 1 "": 20' E-13 cu 12-209 EA 023761 ---------------------------~-------------------------~--------------------------·~------------------------,--------------------- 0 > "" !!l "' > 0 "' "' " "' "' > r "' -< " 0 "'" r.!(} c§t " JO Q ~ ~ ' o> > "'"' "' ro 0 -<"' "' Jz "' =>" " ~u.i "' """' r "0 " z 0 " "' "' "' u "' z Q i3 " z -< "' ::, r J u !< "' cl r " " ~ "' "' J r z 0 ;::: < >-= 0 c.. "' z < = >- ~ 0 >-z "' :,a >-= < c.. "' 0 -< >-"' it' CO,</.OOCl'l:)1;1 SCNe"OOt.c• AYASc DIAGRAM ~WG CIRCUIT /i, Iii' '5 6 &. C:O,,r/~ Grn. kn::1::U I ' ' ' ' NOT NOT NOT _) .4 3 3 3 USED f/SED 3 3 USED -.6 -3 3 Sa,,,s 3 3 3 $,, 70T,4L 7 ,o ,a ~1n,a;r<2 2 3 3 #5 IVT,4L 2 3 3 I S/i:Jn4/ ,::c.;vn,.,,c:v? #,0 ' ' ' n:JT,QL ' ' ' ... .. .. 2 •o --- 3 3 3 3 ,0 ,'O " - 3 - ' ' ' ' 2 2 -c "' 0z 05 NOT -NOT USED -1./5€0 ~5 06 07 J.TTDffIOII Utiliti•• ahovn on th■ plan ar■ ba■..t on av,lilabl■ r..:ord■. It shall b■ th■ contractor■ sol■ r■apo,■~illty to verity •11 ■dating ut1Uti■■ by c;:ontau;tlnq utility aq■ncl••• &nd. to iax■rei■• ■rtr... car■ to avoid daaaginq existing utiliti■■ during ■><cav■tion. (Cl.LL l'Oa UIID.-.OUIID •nnca 1-1ao-4:u-o1u11 04 .var I/SEO 08 a:,op AJOTE II Der CA&E e-#10 TOT,<JL --c ,?A,,1;-',,q:, /..?lE'""cO?--=-'<'.abk i'< -. C O/?O'u/t' 5~ e· e· e· ■ .<;a_ =<.!Q.l✓T (,' COVDUC rQR:':::, €Xl577,vG '.f,-n.t/l.'5T€0, 5,1/IEL06Q M:JTES Tl/IS SIIEET: 2 4 . ' e· e'·3' Q A/caJPO.t:;JT • ~ I LAJOTE II I T,Q4FF/C S/GNAt.. ANO /1/G/.IWAY {/GNTING COMST,Qt.A::TIO,V ,$1,/,4if. cov~ TO STATE OF CAL/,r"O..<ZV/A STA..VDARD SP€"C/FICATIOA/S AA/0 ST,4NOARO RAA/S {DATED J(.ILY 184) ANO TM' SPEC/At ~VISIONS, C. CONDUCTOR SC/.l'ECX/LE IS Ft./RA/15/./EO AS AA//A/STAtLATIOA/ GI//OEt/A/E ONLY. IT S#Att, BE TNE CONTRACTO,QS RESPOA/S/BIL/TY' 7V PROVIDE THE CORRECT COA/OUCTOR:s REt.;X/IR€0 FOR THE /,VTEAIOEO OPEPATIOA/. 3. UNLESS S,1/0t,(/A./ or11e.Qtu/SF, INOVCTIVE tOOPS S'N,4U. /:JE 6X 6' W/TN /0' ,S.PAC/A/G /A/ T#E 0/RECTIOA/ OF TRAVCt.. 4. tVEI.//COA/Ot//T .5'N.4it. BC 2"t/A/iESS SNOWA/ 0/NERWISE. 5. NCWPVtLBOXES SN.4Lt.. BE #5 t/A/iESS Sh"OWA/ OT#E.QW/SE. 6. PEOESTR/AA/ /A/0/C,4.T/OA/S SIIAU BE TYPE 'C" (SEE SPEC/At ~/S/0.-VS). 7. CONTR,,:t::"TOR Sh"AU. EXEJ:;t:YSE EXTREME CARE TO AVOIO OAMAGIAIG EXI.STIAIG UT/i///ES. 8. U,VGJ;t?UNOEO S/G,UAl L/Gh'T CONDUCTORS S/./Aii ,<!OT BE SPUCED. 5.P· 9 EX/5TIA.JG C4t..T/?4,U5 MODEL 170 COVT~LCR .455E/J.-'?8LY Cc:»1PLETE /A./ ,170.G>c'"L 336 C48/A/ET. ,t:J. EX/5T/.tVG 18::J/8';%0 V TY,-Ct:'" Z1£ S/GAJ,4i. 9 L./G,'./T7AJG SERV/CE a.//T,1/ /-40,,Q /P C/RCO/T ~e<?KEP A:'.).C? /YJCTEREO SIGA.l-4L5 ~ /-40,4 CP C/,«"°U/T ~4K,S,<;;> r"OR 01.JMETC~O L/6N77AJG. 15f:J II. ~ STREET UGNT/,VG, -4.AJO L/6h/T/,,VG CIRCUIT-, SEE h"IGA/C.U..4Y L/G#n'AJG PL,4,U ( 5NEET" €-J7 ) . !(1p5 ~/J '. ... ' .· ' \\'\,):*~~¾'" . '\.\ •. ~~ \ ~. ';(;~ .. ·•.· \\"!; •• , C ,, .. CD 0€T4/L ':,J" \ /Jc.TAIL ':4" J'/;/af I CtJf/JTA'tlCTIOU 80ULt!=VARO ,OOL€ ,OtQT,JQ S<9.U4' ,Vo TY= ,,.,,,..,, ,,,. ' n ee,'-'=,-/5· z /6 ,,,, ,s· ~ n ce'-o&" ,s· • '"' "' - EX/5r. //,z"c,. 'Z-OL.C ~ /.1Jn=RCQVA/£CT CA~C (PROTECT IN P£ACE) ROUTE 12 ORA 001 R!:GISTEAEO CIVIL ENGINEER PLANS APPROVAL DATE (714) 8~2-8616 POST MILES TOTAL PROJECT 19.8/21.4 SHEET TOTAL NO SHEETS 147 157 Ai\ Herman \.Y kimrnel and Associates I Inc. ,z-30-8" .... EXJ:sr /f'e•c. t; 1e~ #19 nu/6~ ..W✓CLOEO /,Vn?'"~..VCCT ~ 70 a:;:)VT~C.A? OUY.uer @ #06,D/ TAL ...a::::w.O e-•c. (/nsl'a/1 l!c' :36" ..o:z/4::lw Gr~) (S.R. 55) •.A:)lc SCNcOOLE N.R500.W39 ,.,,, = ,z' ax, -- ,z' zoo --· S/&UIJC ~77..vG ,0::0 ,OOSl'/,80//<.-"l A'.Xc LOQQT«µJ >Eh' ,,,, SV·C·TO MAT .:5V·i?-7ZJ MA5 SV·/·T ms TV·/ - ,QO"Q -~= """'""""° A B - - -Ev T✓ng - --Ev r✓n'"' -- -Ex, ~,';-179 -~ -Ex ~T"/1"79 TRAFFIC SIGNAL MODIFICATION PLAN STAGE I SCALE 1"~ 20' E-14 FOR REOUCEO PLANS \2 FOR'-' oc-oE-Q2·PF <R~Y. ":":'_:·~·-~·-----------------l __________________________ _J _ _:u~N~•G=•~•~•=• ~•~'~'='='~"::.::"::_::'"~C~•~e='--'~"-======="===='--L __________________________ _LC:::'.U:_1:2::_:•2=0.::.::9 ______ J..:E~A:_0.:_::2~3~7_8:_:_1 _____ _J X Q >-w "' a, > Q w w a: 11 w ~ w < a: Q w~ g: ~ I() ~ ~ ~ " ~fci >-"' ~Q Q <w w Jz ~ a~ u JC,, w <w ~ 00 u z Q a: "' ~ w u w ~ 0 " ·~ z " w ::; ~ J u ~ w c3 ~ a: a: ~ w a, J ~ z 0 ;:: < ... "' 0 X ll;I z < "' ... ~ 0 ... z w ii ~I < z "' 0 X ~ j ::, < '-' ~ 0 w ... < ... ~ ~ CO,<.IOOC12:7R SCHc.Ot.Jt.c· A¥ASc DIAGRAM "'"'G (.../RCUI T ,::.0, ,;,' Li', /4\ 5\ CO?r/nuaf5 Urn 4-= ; ; , I I NOT NOT NOT .J .4 3 3 3 3 3 •6 -3 3 3 3 U5€0 useo USED -!)!> Sa.res 3 3 3 3 3 0/ </Ii? </I-'> 04 5.~· >Afi1P lvOT -,VOT MOT otJ ~ \ =,, 707,,!}L 7 ,0 10 C.u,n/na;,.-,:;z e 3 3 "'s TOTAL 2 3 ., - S/qll4/ Co.-n=on I I ; •,0 TOT,<JL ; ; ,. -04 e •6 = O,T OJ&E c#/6 TOTIOL -2 -,?.,;)wr'.-q, /nro,--,:::-0?/70'.:r G:;&iz -f,-... Co/7du/r5& c_•'" c· . .. --·-< ■ -."~ ,.., .. A.,J)(./,T tf{ (.a,<.!Ot.)CTfRC> €X/.c,7/A.J(~ if,.· TUl.'STEO, 5<.'l~O MJTES Tl/IS SIIEET: /0 ,o 3 - ., -. -- I ; 2 2 -· e c q ; .'::'" 9~ USED -USED 05 06 07 ATTENTION Utiliti•• •hown on th• plan ar• b11:1ed on ava.ilabl• ,;econ:ls. It shall be the contractors sol• responsibility to verity all existing utiliths by . contacting utility aqenciss, and to axerc1se extr■•• care to avoid dam<lging axisting utiliti•• during excavation. (C>.LL J'Oa OllllBaaaotlllll 81!:aVICJI l.-lOO-t:t2-U.ll) Q .:-.--~----- Q Nt:(IJPO,t.J r <--·--f/· I -AIOTc /I USED 08 CX/'3T /:1/C"c 2-0LC~311'"B (LTG-) I T.QAFFIC SIGNAl. ANO #/G,t/WAY t.lGh'Tllv'G COA.JST.Q6CTIOA/ .WAU CCW...ZWM' TO STATE OF CAL/,CORA.//,4 STA A/OARD SPECIFICATIONS AA/0 STANDARD RAAIS {DATED ✓t/l. Y 184) 4AIO T#C. SPEC/Al P,Q?V/SIONS. 2 CONOUCTO.Q SCN'EOt/tE IS ,·"""llR..VISh'ED AS AA//NSTAUATIOA/ Gt/lOEL/A/E ONLY. /,T S/./ALL ~ TNE CONTl?.4CTO,QS RESPOA./518/l/TY-TO PROVIDE T#E CORRECT CONDUCTORS RE9(/IR€0 ,CQR ThlE /A/TENDED OPERATION. .3. t/Mt.ESS S/10/UA./ OTI-IERtlllSE, INDUCTIVE LOOPS SHAU BE 6'.-,61 WIT# 10' SPAC/,VG IA.I TI./E OIRECTIOAI or TRAVCZ. NECESSARY STRIPING SN'AU BE LOCATED AC?IOR TO POSIT/OAIIA/G DETECTOR5 (SCE Sl-lEET .SC-17 4 SC-I§). 4. A./E{I/COIVOt//T S/1,,dli BE Z''t/lVLESS SNOWA./ 0/"/-IERW/SE. 5 A/EtuPVtt.BOXES SN4t.t.. BE #5 b'MtESS Sh'OW..V OTI-/E,t;>WISE_ 6. PEOESTR/AA/ /A/0/CATIOIVS SJ/AU. 8E TYPE 'C" {SEE SPEC/Al. ~VIS/0,VS). 7. COAITRA:TOR .ShlAU EXE.-Q:'."'ISE EXTREME CAR€ TO AVOIO OAM'4GIAIG EXISTING VTlt.lTIES. 8. U,VGRC>VNOEO S/G,<Ml t.lGNT CONDUCTORS S/.l.4lt. A/OT BE SPUCED. 9 E.X/5T/A.JG C4LTR4A.J5 MOOEL /70 CGVT.RO.:'.'.'.O::::ER -4SSEM8LY COYIPLETE /,V MO.DEL 3~6 C.-461//4/ET. ,0. EX/5T/,VG 18::J/8,l.O V TY..cl:=" Pf S/GtU,4L. $ L/GN'T7A./,S SERV/CE c,ll/T,1/ /-.:;tO,,Q /P C/"2CU/T ~6-0KER ~ /YJETEREO SIGA.J4L5, /-.:;zQ,4 CP C/-'<'CU/T 8-<?E.-4K5-<? ,.c-a,,,:> UNMETE,-G='l:="".Q L/GN77A/G. II. ~ STR€ET UGNT/,VG • 4A/0 L/G,4-"T/,VG CIRCLIIT, 5EE h-'/Gh'al,4Y L/Gh'Tl!VG PL,4,{/ (SNEET E.-/1). \ .,5,r,l&,4'.u::i V,,:W/e:!, R:W~~r.,r.r-A (,51:SS" ..S(>l7 ~ ,sc-,a) \ \ ' I OeTAIL ''A" FOR REOUCEO PL.O.NS <.)fllGIN.0.L :,(;.O.LE JS IN IIICHE:S 80ULcVARO EXIST. 1Je•c. ,!/ #'8(U?::,) M:JTIE II ( 5.l"r. 55) ROUTE POST MILES s-!EET TOTAL TOTAL PROJECT NO SHEETS 12 ORA 001 19.8/21.4 148 157 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE {714) 852-8616 iii"\Hermon 1.5' kimmel and Associates , Inc. ,z-30-n ... EX/5T. /f"cNc. #f 1eP'F'i' #19 7?L//5T€0.. .:W/£LOEO l,V?c~,vEC"T ~ 7V a:::l-UT~£.-<? C4a/AJ.!:T @ #Q5.0/T.4L~O •POt.c SCN€00L£ AX€ oom .:5,G,U,<J{. #.'9SO()tt<W $/G,t),<Jc_ ~17/VG ,Q5Q ,oos,y ,st.JTTO,t. ..oc:t:c t..cxxmo,u ' ,Vo TY,OC: MOG,'i-"T ,,,., />"W l(L,1-<Ym "53/ ~ c-~i-t· 2 ;~·~·· /5: --.· 1c_·_L.a::::ia SP·C·Ta ? 1'5 ~ -5¥-,E'-Tl'j --+-·· --_ ___ .J. •····-· ~ 17 c'l'f-0'' 15· i 1c· i c00 I sv-1-r 'v ,4 ,o· --I -TV·/ f----~·---· ...... ! i ,,,, MN M.Q5 M.Q5 - A=O 1=,os,-'=€Q<W, A 8 ---Ev r~ng ---Ex, r~n.-; ---Ex1 ~hn9 ---Ex. '5hng- TRAFFIC SIGNAL MODIFICATION PLAN STAGE IT E·-15 cu 12-209 EA 0237~1 0 > w "' m > 0 w w ~ \;l w >-w ~ ~ 0 w~ " >-.'!) JO ~~ ti! ~ & "' 0 >-> wm m >-o 0 ~w w Jz ~ aQ 0 J"' w ~w I oa u z 0 ~ "' ~ w u w z 0 ~ " Z' <( w• ::; 1-i J U• ,. w 31 >-~. ~ ~ w m J I z 0 ;:: < ... "' 0 ~ ~ z <, "'' ,_, ... ol ,-.; ZI w, :,;' ... "' < ~ w 0 cz:! z: "'' 01 .... _, j ~, <' ul ... 0 w ... < ... ~ i!P CO,VLJ()Cl?JR SCNcOOlc· RtllG CIRCUIT 6 4'' & Q::n1'✓noa'5 Grn. ,4----=., / ; ; .,. 3 3 3 .6 -3 3 Sa,,,s 3 3 3 ~,, 7DT.4L 7 ,o ,o ... C.un:iin.s,.;,,z e 3 " #5 TVT1<U. e 3 , #,o 61qm!/C:?,,n;n~ ; ; ; TOTAL ; ; ; .,, --e 06 ---a,op I D=T I OJ&E C #-/6 ?VT.QC. --2 ,z-,q,,,,r,,-q, /nn1/,::'0'>neo'Gi0k. -is----- C o/70U/r .5-a? e· c· e~ ■ 4(.L =t/DU/T <!,' COVaJCTORS EXl5T✓A..IG f<" lWl~TCO, .S-V/6'..l.)50 /J '.5 ; ; 3 3 3 3 3 3 ,o ,0 3 3 - ; ; ; ; 2 2 -e I i ' 2 q -; e• E'-3' AYASc DIAG/rAM NOT NOT NOT __) USED t/SED USED - '" '{);? ""' MOT -,VOT USED -USED "s ,;,6 "7 ATTENTION Utilities shown on the plan 11.r• based on av11;ilable records. It shall be the cont.r11.ctors $01J' responsibility to verity 11.ll existing utilJ.ties by contacting utility agencies, .._nd to exercise extra.a care to avoid da.J11aging existing >itilities during excavation. (CALL roa UJIDllllGROUJID SBllVICII 1-aoo-42:z-•UU) "4 ;VOT USEO "8 NOTE// loTE 11 AJOTE II r,i l'I' CcJ O O ~C.COP:5- EXIST lf'e "c. C·OLC ~3#e (LT&) ., CD MJTES Tl/IS SIIEET: • DET,4/ L ';4 " I 2 .3 4. 5 . 6. ~ 8. 9. ;t?, II T.Q4FFIC S/GA/At.. ANO /IIGI./WAY UGI-IT/NG C0MS'T,4"'6CT/OA/ ..WAU COVA:JQM TO STATE OF CAL/,,r'OR,,f.//A $TAA/04RO SPEC/F/CAT/0/4/S AA/0 ST-4NOARO PLAA/S (DATED JULY 184) ,4A/O T/2¥ SPECIAL PA?l:?V/SIONS. COA/OVCTOR SCVEa/tE /S FV,.Q..V/S#EO AS AA//NS7AttAT/OA/ Gt//OEL/A/E ONLY. /T SHALL BE TNE Ct:JAITR4CTO,QS RESPONS/Bk/TY TO PROV/OE T//E CORRECT C'O..VOUCTORS RE(pt//RED ?OR VIE IA/TENOEO OPERATION. !/A/LESS S,1/t:Jt.l/A/ t:JTJ.IERI.I.IISE~ INOVCTIVE LOOPS S#4Lt.. BE 6~x 6' WIT# 10' SPAC/,VG /Al T//E 0/RECTIOA/ O,c"" TRAVEL. NECcSSARY STR/PIA/G SHALL BE LOCATED ,.gq/OR TO POSITIOA./1,VG DETECTORS (SEE 5,t./EETPD5-6). A/Ell/ COA/Ot//T .S/-/Ait.. BE 2" t/NLESS SI-IOWA/ OTHERWISE. NEW POtiBOXES S'#At.t.. BE #5 L/,{/LESS Sh'O.WA./ OTI-/ERWIS€. PEDESTR/AA/ IA/0/CAT/OAIS SI/At.t.. BE TYPE 'C" (SEE SPEC/At.. ~VIS/OMS), CONTRACTOR S'NAU EXEJ:K"/SE €XTREME CARE TO AV0/0 OAMAGIA/6 EXISTING t/Tlt.l/"IE5. U..VGH¼?UNOEO SIGA/Al LIG/IT CVNOVCTORS Sh'Att.. ..VOT 8E SPl/Ce"O. EX15ThUG C4t..TR4AJS fi'10.0Ei.. 170 CQ.vTA"Oc.'.t..ER ,455€/J,18i_Y COY,'PLETE /,V MO.OEL 336 C-Q.61/...VET. EX/5TIA./G 18::J/890 V TY~ Zff .S/G✓v-4L. 9 L/G#T7,UG SERJ//CE C,/_//T/2' /-.:;zo.4 /P C/,-<;?C't..// T .e.-?e<?KER ~ ff7€TEREO S/GA.J4i..5,. /-<;104 CP C/,«"CI/T ~4K.e.? ,C~ CINMET.ERl=.O L/6/./77,VG. ~ STREET UGNT/..VG, 4A/O ,UGNThVG C/RCU/T, SEE ///Gh'W...OY L/6,N'T/,VG PLAA./ ( SNEET §_·.'1 ) . • ·---------·-------~ f{)A REDUCED Pt AN'.; ,}fll(;lf<AL :jCAlE IS IN INC1i£:.S CJcTA/L ''A" €XJ5T/AIG OST COUNTY ROUTE , ~ = EX/.ST/,V,S 12 ORA 001 I REGISTERED CIVIL ENGINEER POST MILES TOTAL PROJECT 19.8/21.4 SHEET TOTAL NO SHEETS 149 157 / PLANS .I.PPROVAL DATE (714) 852-8616 Ao Herman \JI kimmel and NOTE 9 NOTE/O E:1(/ST. E0/50,<.,I Ca. 5:=RV✓C€ .A'.:J/,UT - ---- BOULeVARO ,,ooLE ,o,;JT,<J S,G,f..J,(J(. ,Vo ry,o,: fr~IGH7 """ ; n ea•-{:,., ,,. 2 ;6 ;a' ;5' 3 n et!'-0" ;s' 0 14 ,o· - I ~ ■ .4L(. €QU/P/1'7€A.JT -X/5T/A.JG (S.19. 55) E}(/6T. /f"C,..C. 9 /ePR #19 nL;/STEO, .Y,,/£L.ae'"O /,V~,VECT CQ~ TO Q:'.)U"T~£R CQ,B/,vtET @ M:::l:SP/ T,<JL .-it:l<;.'.O EX/ST/NG e~c. 4 /NTERCONNECT C.4~LE •POl.c SCN€00l£ H.RSQO.WJ9 ;no = "' ax, -- /2' 2= -- S/G-t<Jl'J~ O?OOU77rlJG ,Q50 ,OOSl'/(JC///Utf. ,Q(XE C.CXXIT✓OO -,,,, sv-c-re, M4T 5Y·C·Ja M45 SY-1-T M,C5 TY-/ - ACO t,q..,,,Q.$€ ~--= A 8 ---ex; l'"/✓?g ~ --Ex, r/nc ---€<, 15>7ng ---Ex ~h/7y TRAFFIC SIGNAL MODIFICATION PLAN STAGE ill SCALE 1••= 20· E-lb cu 12-209 EA 023761 .1 D > w " ~ Q w w a: "' w > ~ w < a: D ~i ~ ~~ t ~ z 0 ► > w" a, ~D D <w w Jz ~ il !.1 u JV, w <w r UD u 2 0 "' a: "' w u w a ~ " :,;; z 3 w ~ 0 3 w 0 Ir a: w ~ <D c! I ~). ..___ ____________ ----~·~'------- • ATTENTION Utilith• •hovn on th• plan ar• ba■•d on. availabl• recor,;i■• It ■hall be the contractor■ ■ol• re11pon■ibility to v■rity all existing utilitia■ by contacting utility ag■nci■■, and to exercise ■rtre11e care to avoid damaging exi .. ing utiliti•• during excavation. {Cll.L ~R u.DXR.GROOlfD H!RVIc:I 1-100-422-4133} ' S./9. 55 INSP<LL PlA'-LRD"'E ~ .ztr 5=5e"VIC.C: WITH ?.C. C l/AI/T PM 8TRCcT k:>'Hlll\A'J" C/RCt/lT i5 ~ \ \ ~:4 ,nu,no,icroP1,.NS {L)/1?1/UG DI/Q<S/9/J/l'J fi!ZJ/ZQO </. f1'JLJC.T//O(£ 6e"i'</.c€, 7YA:: .,.,.H C/l<;C"C.VT~,,,,,.,,..~ a tLJ/t9/IVG .l)I/Q<S/910/l'J ........ t~.; -,~. "~ • •,..: ~,,tt ,.., 19.8/21.4 '1so ·-1-s1 .-J,J(f/,~.,. -P,&M<ik-~ c,"~'7'7" ~,o~o~ac~_ ~. ,-, ~;::~:. ~~,-----1 ;: ; -\-=,41'1 1-~~-~-------•; E,~0::,-~ • l7'14) 852 ·8616 Iii\ ljerman \.Y kimmel and Associates I inc. ,z.30-se =~· t£G€IUC n1'=E 15 • ze'-6" .S~ tLJllN IZ' /7JQ::JT Q ,<W'7 /QUO ax)IZJ,QTT H,GN-A'IIS5'50'Si= l = ax,,~ = GG<>'il,: .:sH,<E;~o n::, ~ /t()Sli'Q(t:£0. --'1&1'.J ~'a:l<JC)aT,<KXJ 1'//f/GXXe lO(JE~ __ ev::571l()tS I" COiUCX.JIT jQ(JQ 1 8 ~ 70 ~/IV ltV A::fvC£ . c:t IVa. ? RK<:'..O:::::W-. c., €)(,(S7ltV(S '°°· ? t=txa,::w·· .<KJO ~..s =":Jr. ti TY/Ce JZl" 5eRV/CC eAl'C£a.SV~ • ZCJ0 a:.¥J7T ;V,GN-~ SOClt'...V>? CIIQ~ (EllYJ/0 70 e,c. l'rl=(CXl<17€0. "' zr:x, <?.YJTT ff,G\'·l'!'lle"~ .soo<'.K'? '-""'0'9 lD',. {,:)(7'JP70~~- ZC0 IZ¥JTT Nt:SNH~ ~ ~ 0 liQ'?7P 70 /n=(1?r0,tt'J /({) ~ • ii Ell75lltV<S c-ts'V77,US .sa::.vn::iV. --EX".<577/US itk,. 8 na:J6 511.<.l Cf:JdCE. --{V€(L} <Cb.8 fJ(LJ<S = 7D cJ€ (ttJ57iQ(££0. INTERCHANGE LIGHTING PLAN NEWPORT BOULEVARD CONNECTIONS TO PACIFIC COAST HIGHWAY SCALE' 1•,,~• E-17 cu 12-209 EA 023761 z a " ~ w • w ~ z a a z ~ w ~ e u J w • 0 e " " ~ w m J 'i' z 0 ;::: < .... = 0 .. "' z < = .... ~ 0 .... z w "' .... = < .. w 0 < z = 0 ~ j ::; < u ~ o, w, .... , «: ..... "'' t -=====================:-::-:================:L-~ - ATrENTION Utilities shown on the plan era based on availabl• records. It shall be the contractors sol• responsibility to verity all existing utUltbs by contacting utility agencies, and to exercise e,r;treme care to =~~!eau'!i~:'-ging existing utilitiea during (CALL J'Oll Ulmllll.llROIIBD SZRVICII 1-aoo-u2-4ll3) ' . PACIFIC COAST HIGHWAY • GENERAL NOTES, A. THE '-TREE'l' LIGHT SYSTEM SHALL COKPL; N'ITS THE I.ATEST AMEi/OED EUITIO:~ OF THE NATIONAL ELECTRICAL CODE, ALL STATE ANO UlCAL CODl'!S, AND CITY OF NEWPORT STAlfDARD SPECIFICATIONS ANO DRAWINGS. B. ALL STATIONING IS BASED ON CENTER Ln0 OF ROAD. C. CONDUIT LOCATION TO BE PER STD lOl-L. "· x. ,. o. .. CONDUIT SHALL BE 1-1/4" NOMINAL DIAMETER PVC. CONDUCTORS SHALL BE NO. Ii AWG TYPE TW COPPER \IIIRE UNLESS OTHERWISE SHOWN. CONOOCTORS PROM PULLBOX AT BASE Of' STAlfllARD TO 'fH£ LUHINAIRE SHALL BE HO. 6 AWG TYPE TW COPPKll PKll STD 204-L AND 205-L._ CONNECT A NO. 6 AWG COPPER WIRB FROM EACH LUHINAIRE TO A GROUND ROD IN THE PULLBOX AT THE BASE OF EACH STANDARD PER STD 205-L. SPLICES SHALL BE MADE IN pULLBOl'.ES BY MEANS OF END-TO-END CRIKP TYPE COKNEC'l'ORS PER STD 204-L. PULLBOXES SHALL BE NO. 3-1/2 PER STD 205-L UNLESS SHOWN OTHERWISE. I. INSTALL P. PAIR OF IN-Lltra FUSES lll THE BASE OP POL::: PER STD 205-L. J. CONDOI'1' ENDS SHALL BE SEALED PER STD 204-L. K. ALL CONDUIT, WIRING, CRINPS, l'ITTiffGS, PULLBOXES, UJHlllAIJUtS, POLES, JCTC., USED Off THIS PROJ"!:CT SHALL Bl!! U.L • LISTED .um APPROVED FOR APPLICATIOII USED. L, EXISTING STREET t.l'.GH'l'ING CIRCUITS '1'0 BE MODIFIED OR RELOCATED SllALL BE MAINTA.IffED IK NORMAL OPERATION EACH MIGHT. THE COST FOR TEMPORARY lfIRIIIG, U" REQUIRED, SHALL BE INCUIOEO IN THE COST FOR STREET LlGHT'IIIG CONSTRUCTION. M. STREET LIGHT SERVIC'.ls SllALL IIB TYPE 8 240V PgJI. STD 204-L. 12 ORA 001 /!41852 ·8616 ~ Herman \.Y kimmel and ,.._;:r_ I ... z. 19.8/21.4 1151 157 ;i,~:- pl/flt~ Pt~'f< ..._ 194;l7 t.~ 9·30·89 Associates, Inc. 12-w-u eb-1" t.£5€()1) Y 7Y,<:I£ .U-z-,a'-6 "..:Vt'Q,OOf9"tK> CLYTJY /C' /'W:3T ,o-wJ ('Q(JQ 150 ca<JTT fl,Gi'J"-J9"';15j.50"il€ ..5::lQ.Q77 (l,'JP0/9 -. .-;::xc_ o:.JT-OFF li.J/Yl/tUf:Jl/9€ 70 6c ttUS7(0(££0 • --=.,A,' (XJ/UOQ/T ,<).<JO =7095 /05 5f{Q(O/(J ltlJSTIJ«.£0. CJ ,<.b . .3~ A:'.K("o::))(" • ~.f E..XIOT//06 a::J'?:7/~. b 0 .......V--t:0 l'Q'l?/0-~Her<? . --~ ~c ~OGYTCOVDX:TIY? ~ ~~?'O<Ja_d;:'='9<1.JJSe. ◊ €.o=:JtU Co. =""!KE l'ffO /<OtUT, o ~c .c,::>X. HIGHWAY LIGHTING PLAN cu 12-209 EA 023761 (O(,WtOG CJlt()(S/91()/Y) R.ITU/?€ CY OT"-'~ A'ITENTIOH lJtilitias shown on the plan are based on available record11. It shall be the contractors aole responsibility to verity all axisting utilities by contacting utility agencie.111, and to exercise e:rt.re.111e ear• to avoid diUl.llging u:.bting utilities during excavation. I 4-(7) 60:J(/,05:I 3.3l{,a85 /.38(4r.H) PACIFIC e ., 60:::) e.sa 1.16 ::5, 6 ~ /0.4 4. '3"? (OLL :roa OllDBR.QROtml SZKVICB 1-a00-u2-4133J 4 6 ~ q.~ -3,<:,0 (o)~ Ft..Jn.JRE. i ~ -1 "' • a "' ('l 2 f ~ ;I! " t ~<I & I .._ I I ~ "' I._ ~· : I,.. ~ 0' "-~ ~ ~ ~ ~ • ~ . ~ 8 6 ~ ~ ~ ~ ~ "' J '(/) :B. g r ~-- 4 7 8 -----------, <:i ' ,~j® l.~. J :1 ®!: - ~ 4 7 0 0 0 ~ -✓-;;;r---;;;r-== ;;r -__ , ---- 4 7 4 7 4 7 (L)/filtOG £)/t()(S/9/(J(Y) • g ~ @ ]i ' ~ l~ ~ .J (t) l 4 7 COAST HIGHWAY ~ 2 ~ iii ~ t ~ • a :§. ~ " 'f ' i ! I I • r i I t j'" ~I I :i,.., ~ ~. '~ ~r l " (J' (/) (t) I - "" - i;l ' ~ "' ~ I 1 Ii ~ ~ ·~ SE.!: S'6A.1Al PlAA.J t see SIG-A/AL PLA,V e ,, 12 ORA 001 19.8/21,4 '152 157 lft\J-terman I...Y kimmel and Associates, Inc. 11-Jo-se -·- COtOS7190Cr/OtO tOO'l'cS: (TNIS SM!ET) ~~:;:sl:~';E=:=c===l8 0 KW G5'(19'nQ( tO:JllS5 iQ(JQ Cffie005 -SIEe ~ =-€-/B. , @ =s=r =.zr ~CA9YT!mOWT) ~ 4A'.K<'..='A'?'I Cl7Y.s7l). =f·l.fe,:>5-<. (':>5' r'?fi 4 e,' l<l"il"? )4W AS ~RW HEREON. ~ @ li057JQ«. ,<Jo. 3 ~ AX<80;r. ::i @ 1,usr;x.<. 1 "1-• couocvr. ~ @) /'°'5lfv(L .se%'-OC O<JOtU=T (CITY .!)TD. C:OS-<). ,,.--=:==1'====::J~ © A:fX1=: .=,cc =r ,9rme R/<V ,;wo <: ffJCe = SJ?5\!c:T. I; Cl a) (z) "'-'S77XL 3,..6 fXLJ<5 CASN77,0G COOOOCn:>'i\5. @ /,UST,<KL C' O::XXX.VT. @) 1-<= 5,..4 <>DS' O<SN77.ct5 COOOO::n::>'i'S. @ l"1:57i"K"-AX<~. @ t~Tt<K..C. 6 614 ,Q{fJG LAS't'T/",<}G COUOOC70'9S • c:,.,,or/;,,Q cd,o:nCo. .:5z:.-vlc<Z r=o t"br:,r HIGHWAY LIGHTING PLAN E-19 • cu 12-209 E< 023761 . .r • E w ~ w • z ~ a 0 z > w • " J u i w a " • • • ~ J 'i' f.0119//CJG Clt<JGl'?t<Jl'n t'GVIWIVG .Oll:J6t9t<Jl'n --=--- 4 7 ATI'ENTION Utilities shown on th■ pllUI ar■ baaed on available records. It shall be the contractors sol• reaponAibility to Varity all existing utilities by contac:ting utility agenciaa, and to ■xercia■ ■rtr.,.. car■ to avoid damaging n:iating utiliti•• during excavation. (CALL roa innz:a.aaomrl) azan:a 1-1oo~u:z-tlll) 4 7 PACIFIC ------• © © ? , • ' ~ " " ©0 <!lflJ COAST HIGHWAY • L7 ·----- © ., @ ~ ~ ~ ~ ~ ' ' ~ # M @fE) © C/l9a7IT "'°'°° .5t:Weooce-0;/ == c;,=yr ~e F,eld ·~ t:n;QTT,<](Sc <-O<m6€ C,fl<ZYT a=<> I ,t:, 1-,.:,0 '°·" 4-,,., C ,e: 1eoo 18.65 '7.78 ~ . el: • • ~ 1 4 7 i 1 RW ®. IM --~ ., -~ © 12 ORA 001 19,8/21.4 _ 154 157 . Ht,/J, .. ; ' I ': t,)//1 ,.,,., TJ~"K!'~ •. \ __________ 1 ., 1941_r~ • I f---'-----------' , .. 9-30-89 ' \ / f1ll rl er man _ __...,, \JI kimmel and Associates, Inc. 12~.w-88 COtOST/?OCrlO(() tCJO'TcS: (Tl'f/SSl-l!cT) 8'1-101 0 RY> Ge~ '°°1aS {Q,(JQ <6'.5€<005 -=: -Sh€€T e-,a. ® =r 7YR: Z7: STl'il=£T G<SNT (1'50 (.(},<JTT} ,f RXC<:JQ;r Rn' C/TY sm,uo,<YY,Q cO/-L '/ c!05-L (?>'?° ('7fi <' 8' J<>"iY'7) • @ t((J5mcc "1o. ?>'e RXc=x. @) /,UST,Q(C.. I¼,.'"' COOQGVT. ® .KJ5T=. == c=,ver (cir-,, sro. =· L). @ A'.«>J:C S,S,W,OS-c=',U€T ,OT 71,€ fi/<.O "1<JQ F,«:£ =-=r. ® 1.u,mcc 316 ""2'..15 <'5'177'°5 cnuo::x:-n::;v-;,s • @ t<JST,xc e·=r. @) IILJSIO<C 3""? ,<>c{)<5 <.GNTAVG =· @ /,LJ57i'XL ~= . @ ti<..KSTt<K.C... 6-..:, ,<;l(£JG LJGNT/,UG COUOVC'70'9..S • @ C0IJSTRUCT smeer lt6HT'r"OC/IVD.4T/OJ(J Pel? OeTA/l ,1.,'0. I CW .SHEET ltlo. C-24. 4 7 HIGHWAY LIGHTING PLAN SCALE•,·. so' E•20 cu 12-209 EA 023761 f.0119/,()(S LJ//(}(S/9,<)tr) =re-ro ~ ~ • : : ~ r~ C • ~~ i -----~--. ' CtRCOIT ,.!I 6'~1'9/CV? t 4 1 a~~ -si::wcoacc ~ 70T,<><. C/t'it:t'..Yr % C<>'>"" ~ ~ r M ,:100 16.0'J7 7.e> • 7 ~ ' I I ... ~ ~. ' .. I I I I / I I PAC/RC COAST HIGHWAY 4 7 4 7 Cll9<X.¥r cooo ~ ~,4£; ~ 8 ,wo C 7 /050 3 7 1050 7.oe <?:-~" /1.4~ ,,_,,., 10.14 4.~~ A'M'EMTIOK Utiliti•• she>m on th■ plan •r• baaed on a.vailabl■ record■• It shall b• th• contractor• ■ol■ ,;-■■pon■ibility to v■riry all ■xi■ting utiliti■■ by contacting utility aganc:iaa, and to axarci•• ertra11.a cara to avoid d11JUging ext.ting utilitie• during excavation. (cu.L :roa tJm>BRQJIDIJDl s.aavra 1-a00-n2-tU3J 4 7 12 ORA 001 19.8/21.4 153 157 ----------------1 !I,/, .. ,.. t,Jfl u-,-. r;uci:.,"' • 194-1?. ! -~ 9-3::::>-69 / 11i\ lierman ·, _ ____.,.,. \!J kimmel and Associates, Inc. ll·JD·es '7-101 CO(C)SlJ90Cm:W IVO~S: (THIS SH~T) 0 ® RY9 ~~ tCKJns:s ..000 6SS5CJ05 ..::JcE ~T C·/8 . CQU5Tl'iOCT T>'RC 0: Sml!'ET <'.,CWT (1.50 a:J<JTT) ,t, A'.X<'."OX- A:r> c,ry ST,<J,tJCJ,Q/90 eo,-<: ., =-c ('3.5:,,:w~ a~). @ /,{)571Q((. Mo. * AC>((.a:::,,i-. @) /,VSm<z I'<;<• 0:XXX.VT. @) f,<J577<K(. ="'Cl,00 O<Jef,<J(:T (CIT>' s~ =-c). @ ,A::l«:c 6<'7%',<'.c °"'Y~T fOT 71,€ f'?/a'.! ,<l<.JQ F,<]Cc = S17'il=ET. (z) f<J5T,<K.C 3 "6 fO/f.J<S <:/GNTIOS == • @ ltUSm« e• a:xxxJIT. (§ It.=(. 5"'7 ,oa:;rs OSNTIIUG cocxx.x:n:v;,s. @ PU57iQ<.C. A:XO'R'.)A= . @ IAJSliQU... ~ ~a:JG G-G"(T,KJG C0~0'95 • @ SQ('.'.(/f.t5c €X,c:5TYtUG C.0/71/,<J/Ol/9c M,O ~ CLYYJ~TE. 1./Se £XIST/,UG STR£€T t.lGHT FOtlAJOAT/01). ~ '-@ C0NSTRCKT STReeT t/G#T rOL/,VD,<JT/0/(J Pc:R l _ _....-\_, :t. ~ _-1--l SEC S/GAIAL PLAAI E-ea OeTAIL. W. 2 a(.15"€6T,<.10 €·2<1. ,_ ________ ...;._,""""------.. (L)/J9ACJ<S C/~19/0tr) HIGHWAY LIGHTING PLAN SC.lLE'l~aso' E-21 • cu 12-209 EA 023761 • 0 w > "' "' 5 0 w w ~ "' w 5 w ~ ~ 0 ~ ' ~ I? l( a> > w'° "' "O 0 ~w w Jz • ilsi u JV, w ~w r (J 0 (J z 0 "' ~ • "' u "' 5 ;; " z ~ "' ~ :, " J u • '!l a, " «· "' "' 0-i "' d r i '0"" DC Of 0, ~• L'<f• Q Q 4 7 g ,_ _,, t- ~ i, .... " :i: ~ ~ 4 7 4 7 ({)//WtQ<S ,O/IQ<S/9t<J/YJ Gl'il:rJIT "'I-1U0r:qocn• C/tfla:¥T(00060o/'~€ ,__, C=>'l ~ == / 6 900 ~ s; ~ 215 1.14 ATTENTION Utilities shown on th• plan are based on available records. It 11b11ll be the contractors sol• re11ponsibility to verity all existing utiliti-■ by conucting utility agencies, and to exercise •rtr... c:are to avoid dalllaging ex).ating utilities dlU'ing excavation. {CALL roa UEnmtOOnl SBJNICI: 1-100-,22-,Ul) 1 Exierinq ta:>/e«J . ~n,_.;/~(Ji:p,t-,nq ~ice. /'Y,bdi-fy 1"b r>rov1d<2 ~-1'/a,;w / ~ V. Ci'3' LJj;/21'-hg C/h::uiT". PAC/RC 1 = A'.t<;() ~ 061117/UG AC,;,,u c·/7 COAST HIGHWAY C'O(QS~ tCJOTc-3 : (rN/5 SNccT) 0 @ RY'? ~ t<JCJlc.S J'Q(,IC) «~ -!Sl:=E.Sh'ei=T C·IB. COUS-n<rt:Cr 7Y.-'9=: :zr ..S'l'J?icE:T UGHT (150 a:..>QTr) .; R.KC<SOX' l<::::£1'9 CITY ..,5nQ-C..IOQ,-ro a:1?-(. 'F a::J5-L (~'(YJN-,;f B'~). @) /,U57fQ<Y.. t(,b. 31-'i: RX.UJOX' . @) /ILJ57i'Q(_(_ 1«,' CO(J(X)IT. 1/l, II) ~- Oj @) l..u::iT/0((. 5€19(/~ ~T (CITY ..5~.0 a:)6 -(...) t:u/T/2/ RE. C. LW/T. @ A::"1<'.c -55-WA:"€ c='IU=T ,<JT lHe. R/,V ,<),UO F,<>:::c TO<LJ,<)/90 ST/'RSET. G) rtUSTIJ<L. ~ _..6 t::JCLJ<'3 CA:Sl{TltVG CQt'.)..C)(.X:n:J/9-5 .. @ /,(JCJT-"CC. e• COCXX,VT. @) tAJSmc.<-. .3 ""'4 i'XLX3 Cl<SNT//UG COUO()Cn::}'9S. @ fiUSm<L AXOo;o<>c . @ co,USTRUCT STRUT l/G/IT R:JU!U04T/0,U PER 06T;OIL /4JQ Z Otll S/1£ET A.IO £·Z4. I OA AEO.JC[O Pt .O.N5 I I.Jl~I (Uu!',ih ROUTE POST M!LES +-~---+------+--'~O~T. ~~ 12' ORA 001 19,8/21,4 -~~:22.:_·\.,, +' _ •• -)J,1J.r', . i/µ,11,-.. v,~t,, .. \·~- ~~==~~=-----1 "" (..., 19,4.17 l" l-'".;;';;_"-"''-':;P.:_P;_;P0"-";,:•'"''_;;0_;;'_;;";_ ____ _,. • \ l,p ___ •' • \i'l4J 852-6616 >-. l.•,ll ~ . ,,. ,1t\l-terman \.Y kimmel and Associates, Inc. ll-3°-ee SE£ /,VT&<?C#,Qlf./$€ VG#T.7,UG PU:JIJ £-/7 HIGHWAI' LIGHTING PLAN SCALE'l~~so' E•22 cu 12-209 EA 023761 Q > w m ~ Q w w "' "' w > ~ w < "' Q w ~ < Q 0 ~ a> > wm m ~Q Q <w w Jz ~ a~ " J"' w <w I 00 " z 0 >= < >-"' • 0 .. "' z < r=1 ~i .... 1 Z, w, "' >-"' < .. w Q < z "' 0 ~ j ::; -< >-"' if;' COAJOUCTCJR SCl/et)(.Jle 4<'-'G C/l"fCU/T ii' -£ I/~ IA 5\ ~ ¢/ 3 3 ---' ¢Z -3 ---6 -- --- - ---- - - ¢5 ,---; ' ' ¢6 --' 3 ' ,, ¢7 -3 3 3 "' "' ¢8 ---3 3 6 •z,o ,_ z ---4 #/<;% I----1--- ¢6P --e " " " ¢8P I---z e 4 i r/Je A90 if~ -z ---e ' ------ 1¢6~4~ --' e z e ¢8~4~ ---' ' 3 ~4~~ -I I I I e //lumst-~Sgn -I I I I " =· 3 , 3 " " " TO?'AL ~ ,a ,. Z4 Z,4 55 LLJ.-nN7,!Vr<2--z z z e #10 s✓,:;n.v 4 S9"1 ~ I I I ' I z iTOT-4"::_ ' 3 3 ' ' e ,<¾'.4.5€ CVAGR4M _) ------1 ,(JOT ,UOT ~ 1 ' ' 05€0 05€0 ! ¢1 "'" I ¢5 flJ4 \I ! j \.. r ~ ' ..., ______ , t ' flJ5 /lJ6 I ¢7 "'" < "TR<J,C"t::IC 5161{)/Ql. /Y7/Ql/f.JT6Vt'v/UCE 6-05e/Y1Etl..JT lfO/QG ctUTIWJt<.X:c ( t'W/(//9Tc .STl'i+:€T) 11 'I-Q) -f- 'f' (\J d. OJ od s ' 6. (() "" --1-- " I '"/ i / r / ~ Id <:)E]l'JIL e, -0~.,;.;'9,0/,;o,), 7YPE"'-r/ _..,_.r-@'>':'!'4 ,d V ' I 0 0e.o 11: 0) DIST COUNTY ROUTE 12 ORA 001 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE .ti\t-iermon \..!9 kimmel and POST MILES SHEET TOT AL TOT AL PROJECT NO SHEETS 19.11,/21.4 156 157 -'5/1 Associates, Inc.·-a7 -101 e c, nrarconnccr c~oia. 1'l;:) 6 19 55 -9,:3,TI,::, C aOinar 800 'g:,~oE) ~ e-C-4 e'-C-3ill e-c-c i > CJcT,,q/L ",q" "" ---- <Jc -4 - --- lXC --- ¢5 ' I I - E:#/6 ¢,& --- -e -- --- - --, " e 4 - - I " -~TEii/i l=-:;z=:-::::::::;,,::;===;;z::==1-~P.='~~s;;~"F-::;:;~~~~+----"-_:_l.';==,::i=~_.._ ___ --t't/ -0R7-:>·5 5-P-/ g 0 0 0 ~ - ¢7 --e z c 2 ¢8 i-----" 6·C·/ 70:,;:JL 5 e 5 7 ,5 3"'.:."C ~ &'PC~ --I ; I z Ccv7o'on"Si& ,:-e>e" e_;,,; ,-,--e.-,,· ~---,----____ , ___ _ [ZIR1o(u·) ------------ AJOTeS Tl/IS SllceT: I ~IC Slc'.5,{)4L ,QA.KJ .tl/G'la.l4Y t'.'.IGIITIA...G Q::)US7~770<.J ~ ca..u~ Jo ..smre Q<="0,£'./~/,4 S?,<;;1.-V.QQl't',O ~RCQT/QUS 4VO Si'ZXI~ ,.q:.Q{j5 (.Q.Q.7c".O ....U::Y 8,q.).d-V.0 77,/E .s-<=ccML P,«JV/510--US. Z'. Q:.W.alC?D'? .XNC.ah:'.e-/S ~/SNE.0 ;(JS 4U /.NS?;:JL,LATAC:vV &v~,'.'.I~ OULY. IT S,1/,<JL.L .a.:.-E" TN€ CO{/TR..OC~ A't=~S/~/0::::/TY 70 .,C:X:OV/.OC z;>;.lc'" ~r COA.JCl:'..JCTQ"-?S ~~o ro,<? THE IA./TE,UQeO ~Ri<OT/OU. 3. GK....16:='SS ,S<,.O(L},U OTh'€~15e".., /AJ,O(,CT/VE La:::)0:5 $/,4Lt.. .de 6'x<.:,' W/TH /0' ,S,.qcc/J\/G /N THE .0/~C.770-U OF Tl'9QV€L . tUS:::'E.SSCRY ST,9'Al"A/G S/./,,tJLi. 8E cco::JTCO ,.-cx>A:::)-9 TO t<=l:::.lS/T/OV/A..,G .c~recro<?S ( 5a= S'RcET PDS-4). 4. ,qt:,.(_ CO{JCXJ/T .s<(OLL .a5" e~au::::ess SROCLJAJ OTNE~ISe;_ 5 6 ,QL.L ~L.aDXE5 S/./-4Li.. dE #5 C/Nt..i::'55 SN'Otl.JA...J OTA!Et<:?a)ISE. ~.c:::i::=-o S/$,U,4L L/G,t./T ccx..a.x::-n:Y?S 5<14t..L. ,{,OT~ SA'.:/CeO. .sr~,0 CO,UC,%'T€ ,_ TO X-co,(/~Jf 8. /A.IST,<JCC. C..Qt..T,'f',4,{15 ~.;'. l?O a::JAJT/i'OLLci<? ,<?5561-?,aL Y /AJ ff70.0EL. CCIA./FLIC T MO<./IT~, • /QOUJ<'E.R SUAOL/65,. M0.c;l€M ~ /SOC.,4To,<;?S ~ mR TNE ~R,OT/0,U SNO:ZkU , 4AJO 0,9:=teq T/Q.U,QL 5:::J,C'TtlJ~ . 33e C4.cV,VE7:, OETECTD"r 5=..VSCY? ('./,V/T.6 .. OT,1/8'<? M/SC. ..<7U...Y/L/4RY ~/..OMCAJT 9. INST,QLL la:>/c."40 V. TYt<=t<:: ..7Jf-eJ.F SG,V,QL ¢ C./G/l'TIA.JG 5=RVICE al/TN TNE ?'OLLoa.JIA.JG C/RCU/T ,6,<?c4KERS: /-40,,,o-/P(MET6'eE,O SIGA./..QL.S)~ /-30.4-CP(UNMCTE,<?E.O C./G,4/T/NG)~ ,<J,VO /-/5.,(}-//0(/Ylc5TCR€0 /L.i.CJM. S/GA.IS). LtX'4TE SERVICC Gaa/.VCT ,4 M/N/4-?c:J-1-7 0,::-6' Fri't?M COAJT~C.c:.'.:E,"f' COd/AJc=T. 10. IA.15TIOL.C... ~5Tl?//JtU .a,<JnW/€19 "'[ F.-40) 81Gtl15 19519 Ct'YC.Tl?t<J,U.S :sro. Rl'vtU CS-6/Q II. /tUST,qLC. 3hC ~ /0(.),((.-"i'Q~ ¢ a-5 ..-=::v<:l:'.:60X'CS (cLJITH SC€ U-05) /Q:S? 5CE 19c.Q0l/'?€/Y),E,UT-5 (COU.OC.X:T0/95 ,SY -5CC) _ 1e. B) EX/ST/f()G -'S'T~T CIGHT -;' AB770VE FOOtUOt:JTIOtU. 13. /,<JSTIOt:L TYPE Ir LOOI° cLJll?E. /,U -5TIQ/l?/G€.Q C0<.JCl'r\:5TE' A<lUC(r)Elf.J T • A C(XJl?QttUt<JT6 S'G1U<K CO<J5Tr?OCTIO,U «JITH UfJl?IOOS 6Tt?SE. CO<JSTl?(¥::T/OtU . fT?t<)1tUT1WtU 5TQI"-> S/6,U CO{.)TJ"i>O(_ OU Ho,<)(3 i<:K.lO a,,Q(.6:::::KI CCX/£5 Etf.JTl'ft<Jt!.JCE l.kUT/(_ 8/G.UfJC.. 7c..FIIU -QIU . ~ltU T C/90'S'5(L}IOUfS OU 51GtUf:Jt... T(J.r9fU -0V. 15. /IV5T,<K_C. E~ttJCY <A5'{/CLe /0/?e-anor,o,v ICeTECT0/9 ~-"? ~Tt'O/C. llf../ ~.<1<'... ~fS/Q,V."5 . FOR REDUCED PLANS 0/ - ----,~ s.c.e. ,oa C)(LJY_ liOY. 1-:1:c. e-rxc .--------------------------------------------------, AX.€ SC#cCXJLe J: R/O(C.r) P<XE 04r;q S/61.J<U. .41.P.S V LL/IYJ. SGA.AL ~17,US Af:O A'./.s(.I d/T7D(J ;::a::E ..ca:::4T/ON T~.CFIC t.u,C-:-T::C:::C::7-:-C:::c::J /H/J M4 a.J,477.5 VE# M,4 ,QSO ~ ,Q:Z£ <;rJ40 4 a _j SIG1U<U... ■ c4,,;.. 35· 15' C:50 SV-1-T 1">'16 IC:.' e.s· Coasr-H<L><t .,, (17/JttUT€tUl:Jt.JC€ l-':>28-"'----l-'---f-~-f--+-''-'---l---t--+---+-~=t-c-~=>-t--c--t-,-_5-.--il---------1 6<J:51!;~,t:JT fl'J TV-e .Sf:>+T c. ■ 3 Tq,= ?3 a::)' e> 5 • SV·l· T t>;!Q5 ~ ■ 4 i:4-4-70 ;30' 35' 1~• C50 :5V-J-T e'-t>M:5 5P·l-'T 5• C.5' 5 tn 10' 711-C 5' <.:>' ■ 6 /<?,-,;..70 30' 30' /5' C50 SV-1·7 r>l<>5 .sF'·l-7 -::>' C.5 7 1--'c":_-+-"°=---+---~+--l---+-""c'c·c"~i--+"'°=-c-, __ T-+""''-''--i""'CC::-"'""""'i-cs_-,...+=ec-=s-·-+--------~ ■ @ T<1p,;z. ?':> co· /o· r>N5 a 5' F..-o ,< ..,,,u:. • g Ea-4-7' 3C>' so· ,s' i?.50 5Y·~·'T8 i;"-l'N5 6/"'-t-T e, .r. .. Joo·h ,~• ,o ,o- ATTENTION Utilities sho"n on the plan are based on available records. It shall ba the contractors sole responsibility to verity all existing utilities by contacting utility agencies, and to exercise. extreme care to avoid damaging existing utilities during excavation. (CALL i'OII. tJJIDEII.GII.OUND SERVIc• 1-soo-u2-~ll3) -5F'·l·T 6 ,e· TRAFFIC SIGNAL PLAN SCALE 1", 20· E -23 -------------~-ORIGINAL SCALE IS IN_,_,_c_,_e_s _ __,=============--..L ____ _ cu 12-209 EA 023761 X X .- " 0 r w "' ~ 0 w w "' "' w > ... w ~ "' 0 I w ... -~ Q I ! ' ! :, ' or r w"' "' ... 0 0 i ~w w Jz "' i B£2 '-' JU, w i ~w r uo '-' .j "' ii:' w Ill ---w s z a a: z w w ..J ... ..J " :! w 0 ► "' a: ~ <( CJ z 0 ;:: < .... "' 0 0. ~ z < "' .... ~ 0 .... z "' ::E .... "' < 0. "' C < z "' C ~ j :::; < u ~ C "' .... < .... ~ it I t L19ht Pole _,:,e-+-_,:c,-__ --- ' ~2-11co)z_:__ 2' 1t/ __ I ;4e,;· r-, Top f Bo!f. A . r L ~, ~,-- I r-· rop f Boll I ~ ' / I rr--~-·· I <.__-I i f Fooling -5,dewolk 'L~~--; 1-~----'---+ ' NOTES 21,_ SE.CT/ON ;i, 1'·0 @-[,(=vol<': !o 12" below bolt om or Fe>0fing Pump ground waler lo pronde drtj sub-base. Compocl exposed sub·bose wdh hond hammer lo 90%,compcclion . (V----Ptoce ¼'~r.9ravelbose . @-E.iiponded Fbf!Jslgrene boardwilh mosomlc cover lo pro_lecf ex1sl1n9 l8"p1pc. ©-Asphalt sofurofcd rclf lo prevr:nl concrclc bond lo e,tislinqpipe. DETAIL NO. l -80/I Circle ,'"'r,Ar,cl,or8ol/s (Se,: llelalf IIJ1S S11«:dond CNB. Sid 201-L) r/ Anchor &!Is {See Oeloil /Im .Jh~I ol?d CNB Sid 201-t.) : I I ' l ';_5.'4@.(,/ ~! ToptBo/1. 114@12·rop(&II b---7~ PLAN r1·• r-o· i I LJ"Clr. SECTION "A-A" w-1·-o·· Monohlhc Concrclt: -No Jomfs S<!e lli9hwolj L,ghling Pion Sheef.., £.20 NOT£5: SECTION I '4@-(." 17 ~ ~ i!Jif DETAIL NO. 2 Sec /.1,qbwoy Lighfing Plan Sheds £-Pl{!. C-2C ([J-c.coccte lo bollom o/ concrefe /oolmg. fr dry f"ol/ow s,;,I prep nole 0 below 0--Com,rx,clexpo5cd ~b-bo:u, u/hond hammer lo 901, compachon / Looi/ C,rcle rh1nchor !Jolls (SeeOt:/o,I 1/2,s St,,:,:,/ andCAI.B. Sid. 201-L.) I ,5.i;t@c·~~ Top t Boll. l "4'2l?"Topf&fl.~~ PLAN fz'"•l"-0" (j)-II" qroundwoler p,-esen/ m foo/mqe,rcovohon e,:auofe l2""1ulow boHomof roolinq_ploccond a:Jmpocl 12" ·qrove/ bose I I • B • ANCJIOR BOLT DETAIL r•r-o· ( Sec C.N.B. S/d No. 201-L) . I SECTION ·a-a· ½·-r-o· A:fonol,/hic Omcrdc-,'1/o Joinh .,• _,_o_,_._,,0-_o_,_-_,_,-_,_,_,_,_,_•_·_'_"_'_'_·_-_· _________________ j __ ORIGINAL SCALE JS IN !NCHES I I I J FOR REDUCED PLANS O 1 2 I ----· . --·'==='=='==========c'.__ ... ------ I DIST I COUNTY I 12 I ORA I 001 I 19.a,21.4 11s11 1s1 =~-,\{k..¢,.,,~~a'-"/ll~c,.&,,,..~,~L~,.~/L_ ____ ll ,il)f[SSto+.,, AEGl~REO CIVIL ENGINEeR /:j ~ ~'4_ _.3""1/L._ {J fl._'-~ PLANSAPPROVALOATE :~~-{II•' J"' 1-==-'--'-"'-"'-'---------'<''-up. ,z./ ,,.i..-.. - ROBERT BEIN, WILLIAM FROST & ASSOCIATES \ ~-;, ~ :-t I/ P.0.BOX 19739 14725 ALTON PARKWAY ~( i\l.l't-~1// IRVINE. CALIFORNIA 92710 1714l 472-3SOS -...;,, ~PF (~\._/ I STREET LIGHT FOUNDATION DETAILS E-24 I cu 12-209 I EA 023761 . -·· -·-----