Loading...
HomeMy WebLinkAbout355104 INDEX OF SHEETS Title and Location Map DEPARTMENT OF T R A N S P O R T A T I ON BEL NORTE SI SK IYOU woof Sheet No • 2 Standard Plans List SHASTA LASSEN j 3 utility it PROJECT PLANS FOR CONSTRUCTION ON D TRINITY • • , 4-3 i Ut 1 1 1 ty P 1 ans TENANA PLUMS 32-33 Pavement De I i nea*ion STATE HIGHWAY GLENN �TTE SIERRA 34-53 Electrical Plans NDA �;JI PLACER ' • 54 Revised Standard Plan LAKE (ISA EL BORADO LPII IN SAN BERNARDINO COUNTY IN UPLAND uPTBLB I IN tUOIUINE hop AND RANCHO CUCAMONGA AT VARIOUS (LOCATIONS SAN FRANCISCOB d �,� I SAN NAT 0 SANTA 4 RA FROM CENTRAL AVENUE TO HAVEN AVENUE SANTA CRUZ CLAB�ENI MERGED FRESNO INTO TULARE MONTEREY KING To be supplemented by Standard Plans dated January, 1988 i Ob, KERN SYI�EMI4DIMD I SANTA BARBARA OS ANGELE ENTUN BEGIN WORK AND CONSTRUCTION END WORK AND CONSTRUCTION LOCATION MAP �at-�o RIVERSIDE R PM 7.3 a ANGE PM O.6 SAN DIEGO IWERIAL I 2 3 4 5 6 7 8 9 10 II 1?. 13 14 15 16 17 No Scale W '- ' Vf !� m > �'•� Z BA ELI AVE -j+o ROUT 3Q a B SELi E AVE _ I Go v:O o w �? UPLAND Z , 'i% / z �!q O� O a Q / a 4 f W 14TH a ST 5e > > > > > o f CAB a 13TH T .1 a a a ROUTE 66 ROUTE•' 66 FOOTHILL BLVD To FoMono I _.. _._._._ �- W } To CloremoM Ln 0 0 I m r--J—,r—cam---i t-1 l— A n�cRE �� � a e 3Z ��. a I I ARROW Il�� H -'-I a IJLJ P��r �cl�, ��=�i I 1 AR��� HWY ! o w 0 RANCHO CUCAMONGA •-•-• z a CN I AT & SF — AT & SF RY - 8TH .4 --------- ----- w - -•- -•- - - ` :. > a W I > \\ N i MONTCLA I R "-'-'' \ \ U Q(LQEES9ppq� .\ O Ofr 6TH ST \ a a /f �j � ,A. HA I GH N m_ w ZG✓v Y 12137 > w z W W Project Engineer No. F"4 ROUTE 10 -1 z Z ONTAR ID ✓� ``` a = zix 3/31/93 Q = Y } Q V > Registered Civil Engineer Exp. L N la— J a. m Z `_j cr _ ,�.'.. CIVIL Z W = z = a > W L.—.—.—a —.—.—. h ,—.—._.— .—.—.—.—.—.—.—.—.—.—•---•—•— —•— — ✓TF OF CA4��� ,! z m N W _ March 23, 1992 Plans Approval Dote LEGEND AS B U I L T A S R U l _ a NO CORRECTIONS THIS SHEET r CORRECTIONS BY o O 9 " o NO = WORK LOCATION MSN, > I w O 8Y w 1N z DATE COMPLETED NG ix, x The Contractor shall po: ss the c C I ass or C I asses) of license l0��� Contract No. 08-355104 o ci as specified in the ice to Contractors' '. FOR REDUCED PLANS ORIGINAL SCALE 0 I 2 3 CU 082 1 2 EA 35510 i _ I I i I IS IN INCHES I � I FORM OC-OE-93-PF (REV. 3/88) — 1•. I GENERAL ROAD WORK SIGNS,SIGNALS d1 LIGHTING DIST. COUNTY ROUTE S T i07A1 POST ILES SEE TOTAL PROJECT N6 SHEETS • A-1081. Abbreviation ❑ 096 Pipe R ser with Debris Rack Cage OVERHEAD SIGNS - TRUSS 08 SBd 66 0.6/7.3 2 ■ A-IOB Symbols ❑ D97A CMP Coupling Bond Details No. I, Flanged End CSP ❑ 5400 Overhead Signs, Tubular. Two Post type Layout and 5q ■ A20-A Pavement Markers and Traffic Lines,Typical Details Channel Coupling Band Details - Downdrains, ❑ SI-12 Overhead Signs, Truss, Instructions end Examples ❑ S40R Overhead Signs, Tubular, Structural From Details ■ A20-B Sections Pavement Markers and Traffic Lines,Typical Details Standard Positive Joints ■ A20-C Pavement Markers and Traffic Lines,Typlcal Details ❑ S2-11 Overhead Signs, Truss, Single Post Type, Post No. I To accompany Plans dated 3-23-92 ■ A-24A Pavement Markings-Arrows ❑ D978-1 CMP Coupling Bond Details No. 2, Annular, Type II thru V11 ❑ A-24B Pavement Markings-Arrows and Symbols Reformed end, and Helical Coupling Bands - ❑ S3-I1 Overhead Signs, Truss, Two Post T ❑ 5405 Overhead Signs, Tubular, Structural From Details ❑ A'24C Pavement Markings Words Downdra(ns, Standard and Positive Joints YPe. Pos+ No. 2 ■ A-240 Pavement Markings-Words and Crosswalks ❑ D978-2 CMP Coupling Bond Details No. 3, Flanged End CSP ❑ S4-6 Overhead SitnsViiruss, Single Pact T ❑ S40T Overhead Signs, Tubular, Foundation Details ❑ ES-6N Signal and Lighting Standards Type 40-0-80 ❑ A35-A P.C.C. Paving Details g 9 Type. Structural ❑ ES-60 Signal and Lighting Standards Case I Arm Loading, ❑ A62-A Excavation and Backfill Miscellaneous- Charnel Coupling Bond Details - Downdra(ns, Frons Members Wind Velocity 80 MPH Arm Lengths 25 ,0 30' Standard and Positive Joints ❑ S5-6 Overhead Signs, Truss, Two Post T ❑ ES-6P Signal and Lighting Standards Case 2 Arm Loading, Limits of Payment ❑ D9TC-I CMP Coupl Ing Bond Detoiis No. 4, Universal Coupling From Members YPe. Structural ROADSIDE SIGNS C7 A62-B Excavation and Backfill Bridge Surcharge and Wall- Bonds Standard and Positive Joints Wind Velocity = 80 MPH Arm Lengths 20'to 30' Limits of Payment ❑ D97C-2 CMP Coupling Bond Details No. 5, Universal Coupling ❑ S6-8 Overhead Signs, Truss, Structural From Details ■ S41-3 Roadside Signs. Typlcol Installation Details No. 1 ❑ ES-60 Signal and Lighting Standards Case 3 Arm Loading, ❑ A62-C Excavation and Backfill Bridge-Limits of Payment Bands Standard and Positive Joints g ❑ S7-8 Overhead Signs, Truss, From Juncture Details ■ S42-1 5 Roadside Signs, Wood Posts, Typical In r n+t q: Wind Velocity = 80 MPH Arm lengths 20'to 45' ❑ A62-D Excovo+ion and BGckfiil Details Concrete ❑ D97D CMP Coupling Details No. 6 - Standard Joint ❑ 58B Overhead Signs, Steel Frame Removable Sign Panel Details No. 2 ❑ ES-6R Signgi and Lighting Standards Case 4 Arm Loading, Pipe Culvsrts ❑ D97E-I CMP Coupling Details No. 7 - Positive Joint ❑ S43-A Roadside Signs, Laminated Wood Box Posts Wind Velocity = 80 MPH Arm Lengths 25'to 45' ❑ 58-BA Overhead Formed Panel Details for Mounting on Typical Installation Details No. 3 ■ ES-6RA Signal and Lighting Standards Case 5 Arm Loading, A62-E Excavation and Backfill Details Reinforced Concrete ❑ 097E-2 CMP Coupling Details No. 8 - Positive Joints and Box and Arch Culverts Downdoo(nS Removable Sign Panel Frames ❑ S43-B Roadside Signs, Steel Post, Typical Installation Wind Velocity = 80 MPH Arm Lengths 501to 55' ❑ A62-F Excavation and Backfill Details Metal Culverts ❑ D97-F Reinforced Concrete Pipe or Non-Reinforced ❑ SBC Overhead Signs, Truss, Sign Panel Mounting Details Details ■ ES-68 Signal and Lighting Standards Details No. I ❑ A 73 Type III Barricade and Object Markers Concrete Pipe Standard and Positive Joints Laminated Panel, Type A ❑ S44-7 Roadside Signs, Typical installation Details No. 4 ■ ES-6T Signal and Lighting Standards Details No. 2 ■ A 74-A Markers and Dellneotors ❑ D98-A Standard Inlet Structure Shoulder Installation ❑ SBD Overhead Signs, Truss, Removable Sign Panel Frames ❑ ES-6U Slip Base Insert for Type 10 and 15 Lighting ❑ A 74-8 Survey Monuments and Details of Slotted Drain Connections 110" and 120" Sign Panels St-ndards ❑ A 75-A Concrete Barrier Type 50 ❑ D98-8 12" Thru 24" Slotted C.S.P. Drain Details ❑ S9-12 Overhead Signs, Walkway Details No. I ❑ ES-6V Lett Turn Signal and Sign Standard Type 33 ❑ A75-B Concrete Barrier Type 50 ❑ D98-C Alternative Hinged Cover for Type OL & US Inlets and ❑ SIO-9 Overhead 0 Overhead Signs, Walkway Details 2 Details SIGNAL AND LIGHTING DETAILS ❑ ES-7A Signal and Lighting Oetails, ❑ A77C- Headlight Glare SRaili Safety ■ ES-IA Signal and Lighting Details, Electrical Details Structure Installations ❑ A 77C-I Metol Beam Guard Railing-Standard Hardware Stash Rack for ions OCP Inlet ❑ S13-10 Overhead Signs, Truss, Pile Foundation Symbols and Abbreviations ❑ ES-?B❑ A 77C-2 Metol Bean Guard Railing ❑ D98D-I Structural Section Drainage System Details Signal and Lighting Details, ❑ A 77-D Barrier and Guard Rai! Anchors ❑ D98D-2 Edge Drain Outlet and Vent Details ■ ES-IB Signal and Lighting Details, Electrical Details Structure Installations ❑ A77-E Cable Anchor Assembly (Breakaway) ❑ D98D-3 Edge Drain Cleanout Symbols and Abbreviations ❑ ES-7C Signal and Lighting Details, ❑ A77-F Thrle Bean Barrier ❑ D98D-4 Cross Drain Interceptor Details OVERHEAD SIGNS - LIGHTWEIGHT N ES-2A Signal and Lighting Details, Electrical Details Structure Installations ❑ A77-G Thrle Bean Barrier ❑ F-10 Chain Link Fence ❑ 514A-5 Overhead Signs, Lightweight, Balanced-Single Steel Service Equipment ❑ ES-7D Signal and Lighting Details, ❑ A79-A Guard Rail Flares ❑ F-20 Barbed Wire and Wire Mesh Fence Post Connection and Mounting Details g ■ ES-28 Signal and Lighting Details, Electrical Details Struclure Installations ❑ A 79-B Miscellaneous Guard Rall Details ❑ NS-A Curbs, Dikes and Driveways ❑ S14B-4 Overhead Signs, Lightweight, Bolanced-Stn le Steel Service Equipment ❑ ES-7E Signal and Lighting Details, ❑ A 79-C Guard Rail Connections to Bridge Roils, Retaining ❑ IPhedchalr ROMPOMP D0411Afa/ 9 ■ ES-2C Signal and Lighting Details, Electrical Details Structure Installations Walls and Abutments ❑ �'WC YNleata'plr Ramo De1o1/Na2 Post Details ❑ T-10 Traffic Control System for Lane Closure on Freeways ❑ 515-8 Overhead Signs, Lightweight, Type A. Connection Service Equipment ❑ ES-7F Signal and Lighting Details, ❑ A 79-D Guard Roil Connections to Bridge Sidewalks ■ ES-2D Signal and Lighting Details, Electrical Details Structure Installations and Curbs and Expressways, Miscellaneous Details Detatis ■ T-1! Traffic Control System for Lane Closure on Multilane ❑ S16-7 Overhead Signs, Lightweight, Type B. Connection Service Equipment ■ E S-S Signal and Lighting Details. ❑ A 79-E Thrie Beam Connections to Type 50 Barrier ■ ES-2E Signal and Lighting Details, Pull Box Details ❑ A80 Emergency Passageways Conventional Highways, Miscellaneous Details Detotls ❑ A83 Portable Scale Pad and Approach Pod Details ■ RSP W2 Tioff/C L alyd Syslem for Lane Closure on riluHllane ❑ SI 7-8 Overhead Signs, Lightweight, Type C, Connection Service Equipment and Typical Wiring Diagram ❑ ES-9A Cantilever Flashing Beacon Details, Types 9,9A,9B ❑ C7-AI Reinforced Concrete Crib Wall C��1�/fNM*3-k7sYxl10fWlsD10011s Details ■ ES-3A Signal and Lighting Details, ❑ ES-9B Cantilever Flashing Beacon Derails, Types 9,9A,98 Battered Walls-Type ❑ T-13 Traffic Control System for Lane Closure on Two Lone ❑ SISA-8 Overhead Signs, Lightweight, Sign Panel Mounting ■ ES-3B Signal anddLighttinguDetails, ■ ES-10 Signoi and Lighting Details, tA,B, and C Isolux Diagrams ❑ C 7-A2 Reinforced Concrete Crib Wall Conventional Highways Details, Laminated Panel, Type A ■ E 5-11 Battered Walls Type D,E,and F ❑ T-14 Details for Ramp Closures, Miscellaneous Details Signal Heads and Mountings Signal and Lighting Details, ❑ S18B-7 Overhead Signs, Lightweight, Light Fixture Mounting ■ ES-3C Signal and Lighting Details, Foundation Installations ❑ C7-A3 Reinforced Concrete Crib Wall Details Signal Heads and Mountings ❑ ES-12 Pedestrian Undercrossing Fluorescent Lighting Fixture Vertical Walls Type A,B, and C ❑ 520 -7 Overhead Signs, Lightweight, Post Details ■ ES-3D Signal and Lighting Details, ■ ES-13 Signal and Lighting Details, Splicing Details ❑ CT-A4 Reinforced Concrete Crib Wall BRIDGE ❑ 5208-9 Overhead Signs, Lightweight, Foundation ❑ ES-14 Signal and Lighting Details, Vertical Walls-Type D,E,& F Signal Heads and Mountings 13 C7-A5 Reinforced Concrete Crib Wall 1380-1 Bridge Details ■ ES-3E Signal and Lighting Details, Wiring Details and Fuse Ratings Type A,B,C,D,E,& F ❑ BO-3 Bridge Details Signal Heads and Mountings 13 ES-15 Pedestrian Overcrossing Fluorescent Lighting Fixture ❑ 80-5 Bridge Details OVERHEAD SIGNS - BOX BEAM Header and Stretcher Details ❑ RA-I: Rrrn„o ne+.te. n, ..��,. ___. ❑ ES-4A Signal and I Inh+rng net, U u r-BI Reinforced Concrete Crib Wall ❑ 82-3 16" Cast-in-Dri I led-Hole Concrete Pile �'�-VJCV I r<ua� AL I tKNA I I VE Control ler Cobinet�Details V I Foundation Pressure-Battered Wall 1382-5 Pile Details - Class 45 and Class 70 13S39-6 Overhead Signs, Box Bean, Closed Truss Alternative, ■ ES-4B Signal and Lighting Details. EXTINGUISHABLE MESSAGE SIGN 13C7-B2 Reinforced Concrete Crib Wali 1382-8 itis Details - Class 45C and Class 70C Foundation Controller Cabinet Details ❑ ES-27A Extinguishable Message Sign, 10" Letters Foundation Pressure-Vertical Wall ❑ 82-9 Load Test Anchor Pile Details ❑ S40A-I Overhead Signs. Box Beam, Closed Truss Alternative, ■ ES-4C Signal and Lighting Details, ❑ ES-278 Extinguishable Message Sign, 10" Letters ❑ CS-A Steel Crib Wall-Construction Details ❑ B3-1 Retaining Wail Type 1 H=4'-30' Two Post Type From Members Controller Cabinet Details ❑ ES-28 Extinguishable Message Sign and Flashing Beacons ❑ CS-B Steel Crib Walt-Design Data ❑ B3-2 Retaining Wall - Type 1 H=32'-36' ❑ S4013-1 Overhead Signs, Box Bean, Closed Truss Alternative, ■ ES-5A Signal and Lighting Details, ❑ C8-C Steel crib Wall-Design Data ❑ 83-3 Retaining Wall - Type IA Single and Two Post Type General From Details Detectors ❑ C9-A Timber Crib Wall Types A,6,C, and D ❑ 63-4 Retaining Wall - nine 2 ❑ S40C-I Overhead Signs, Box Bean, Closed Truss Alternative, ❑ ES-58 Signal and Lighting Details, ❑ 83-5 Counterfort Retaining Wall - T 3 Detectors SIGN LIGHTING DETAILS Construction Details g YPe Ribbed Sheet Metol Details ❑ C9-B Timber Crib Wall 7 g ❑ 83-6 Retaining Retaining Wall - Type 4 Types A,B,C, and D-Desi r� Data ❑ B3-7 Retaining Wall - Type 5 ❑ S40D-I Overhead Signs, Box Bean, Closed Truss Alternative, ■ ES-5C Signal and Lighting Details, ❑ ES-29 Mercury Sign Lighting Equipment ❑ D72 Drainage Inlets-OS,OL,GOL ❑ B3-8 Retaining Wall Details No. I Two Post Type Frame Details Detectors n q tient ❑ D73 Drainage Inlets-GI,G2,G3,G4,G5,G6 ❑ ES-30 36" Fluorescent Sign Lighting Equipment ❑ B3-9 Retaining Wall Details No. 2 ❑ 540E-1 Overhead Signs, Box Bean, Closed Truss Alternative, ❑ ES-5D Signal and Lighting Details, ❑ ES-32A Sign Lighting Equipment ❑ DI 4 Drainage Inlets-G71,GT2,GT3,GT4,GO,GDO ❑ 83-11 Retaining Wall Type 6 - 6' Max. Two Pos Detectors ❑ ES-32B Signal and Lighting Details, Sign Lighting Control ❑ 075 Pipe Inlets ❑ B6-1 i-Beam Details Type Frame Juncture Details ❑ ES 33 Internally Illuminated Street Nene Sign ❑ D77-A Grate Details ❑ S40F-1 Overhead Signs, Box Bean, Closed Truss Alternative, ❑ ES-5E Signal and Lighting Details, ❑ D 77-B Bicycle Proof Grate Details ❑ 86-10 Utility Openings - i-Bean Two Post Type Post Details Detectors ❑ B6-21 Joint Seals ❑ ES-5F Signal and Lighting Details, NEW STANDARD PLANS ❑ DTS Gutter Depressions ❑ B7-1 Box Girder Details ❑ S40G-I Overhead Signs, Box Bean, Closed Truss Alternative, ❑ D80 Single Box Culvert ❑ B7-5 Deck Drains Single Post Type From Members Pedestrian Barricades ❑ NSP D79 Precast Relnforeed Concrete pips D/red Qgls/yn d/�hpd ❑ DOI Double Box Culvert ❑ B7-6 Deck Drains - Type D-I and D-2 ❑ S40H-I Overhead Signs, Box Bean, Closed Truss Alternative, ■ ES-6A Signal and Lighting Standards ❑ NSP FS/ Construction ProjedFunding ldentIfication Signs ❑ D83 Box Culvert Miscellaneous Details ❑ B7-10 Utility Opening - Box Girder Single Post Cantilever Frame Details Type I Standards and Pushbutton Posts ❑ NSP FS-2 Construdlan Profed Funding 1d&#1fl 1o,Signs ❑ D84 Box Cu I vert W I ngwa I I s, Types A,B,C ❑ RSP B7-/1 U11111y Details ❑ S401-1 Overhead Signs, Box Bean, Closed osed Truss Alternative, ❑ ES 6B Lighting ght i ng Standards, T ❑ NSP H-1 Hig/Way Plant! ❑ D85 Box Culvert Wingwalls, Types D & ETypes 15 and 21 ❑ NSP H 2 Highway P/oN �Id/Ams ❑ 88-5 Cast-In-Place Prestressed Girder Details Single Post Cantilever Frans Juncture Detatis ❑ ES-6D Lighting Standards, Types 30 and 31 ng Symbols ❑ D86-A Box Culvert Warped Wingwalls ❑ 811-7 Chain Link Railing ❑ ES-6DA Lighting Standards, Type 32 ❑ NSP H-3 Hlghway P/aiylng Galls ❑ D86-13 Pipe Culvert Wingwalls, Endwalls and Warped ❑ BI 1-30 Temporary Railing (Type K) ❑ S40J-I Overhead Signs, Box Bean, Closed Truss Alternative, ❑ RSP ES-6E LIgh/ Standards.Typs 13 NSP H-4 H/ghwoyP/antingDetolls Wtngwalis 13 1311-47 Cable Railing Single Post Cantilever Post Details yam' and 31 ❑ NSP H-5 HI Base Plate D�etolls ghway P/oNing llrrlgaNtn Detalfsi ❑ D86-C Arch Culvert WIngwalls, EndwoIIS and Warped ❑ BI 1-51 Tubular Hand Railing ❑ S40K-I Overhead Signs, Box Bean, Closed Truss Alternative, ❑ ES-6F 10 Degree Lighting Standards ❑ NSP H-6 H/ghwOYP/anting!lrrigatlonIon Detallsi Wingwalls ❑ BI 1-52 Chain Link Railing Type 7 Single Post Butterfly From Details ❑ ES-6H IO Degree Lighting Standards Details ❑ NSP H-7 Hlghway Planting!/rrlgatlon p s Det, ❑ D87-A Overside Drains ❑ 8II-53 Concrete Barrier Type 25 ❑ S40L-3 Overhead Signs, Box Bean, Closed Truss Alternative, 10 ES-6J Signal and Lighting Standards Case I Arm Loading, ❑ NSP H8 HlghwayPioding(A//sp9/loneous Detoiis) ❑ D87-8 Oversfde Drains ❑ BI 1-54 Concrete Barrier Type 26 Single Post Butterfly From Juncture Details Wind Velocity = 70 MPH Arm Lengths 15'to 30' ❑ NSP ES 4D /rrlgdlon CoMrd/er Enclosure CoGnet ❑ RSP•A91� Underdrolns ❑ B13-I Slope Protection Detail No.i ❑ S40M-I Overhead Signs, Box Beam, Closed Truss Alternative, ❑ ES-6K Signal and Lighting Standards Case 2 Arm Loading, ❑ NSP At3l CroshCusNon,Sand Filled A C ❑ D88 Construction Loads on Culverts ❑ 813-2 Slope Protection Detail No.2 J B U i L ❑ D89 Pipe Headwalls and Strut Details ❑ B14-1 Structural Steel Plate Vehicular Undercrossing Wind Velocity = 70 MPH Arm Lengths 20'to 30' e ❑ D90 Pipe Culvert Headwalls, Endwalls & Wingwallc ❑ 814-2 Structural Steel Plate Arches 11 ES-61. Signal and Lighting Standards Case 3 Arm Loading, AS BU T NO CORRECTIONS THIS SHEET � Types A,B, & C ❑ 1314-3 Supply Line and Communication and Sprinkler Wind Velocity = 70 MPH Arm Lengths 20'to 45' CORRECTIONS BY B� M• 5�. Control Conduit OVERHEAD SIGNS - TUBULAR tiroo ❑ D93 Drainage Inlet Riser Connections ❑ E S-6M Signal and Lighting Standards Case 4 Arm Loading, DATE ...��_�.� ❑ D95 Flared End Sections ❑ 814-4 Supply Line ❑ S40N Overhead Signs, Tubular, Instructions and Ex Wind Velocity = 70 MPH Arm Lengths 25'to 45' D iE COMPLETED 1,__4.`12_ ❑ D95 Concrete Arch Culverts ❑ S40P Overhead Signs, Tubular, Single Post Type Layout eS ❑ E S-6MA Signal and Lighting Standards Case 5 Arm Loading, and Pipe Selection Wind Velocity = 70 MPH Arm Lengths 50'to 55' Q Y A AI A A n w The Revised Standnrel Pinna roco% L-... .. -. " ""' '" NO. SHEETS 08 1 SBd 1 66 0.6/7.3 4 54 IomL LAID SURVEYOR P� LAND c)0� JG 3-23-92P` J01e: D R RTCNi DATE APPROVED p- Exp. 7-3I-94 A No. 6210 �qfF OF CAUF���\P UPLAND RANCHO -CUCAMONGA E-3 E-4 E-5 E-6 E-8 E-10 E-II E-12 E-13 E-14 > E-9 W E_7 > a a Z J z �'�• TO LOS ANGELES0 V01 O u 1-- ---- ------ ----T------ z-------I-+-�- ---I� ---- ----- lOja I 3 4 115 1� 6 I I 3 7 I I g I9 110 ---T -----1--- O -----rO -I-+------�---- I i s IlO d lO O R i I I TEI I 14 I 15 R/W i 16 ---/ I-------- it 12 113 I I I 1 20 I 21 I R/W 1 I 1 :—7 I�;'y R/W 1 \' -- ��� 1 R/W i IW 1I I I I I I I I W 1 1 W I I W I I W J J W I W I I W I I / i ,-------11 1J------ J------!J----- > > -- I I > o > I > I > I 4! / I W r%18 /rO R/W --1-'- --�- L-- ----- --<--- ----c- ---e----�J--- ---j --> U t 19 di o I 1 -L-?4-- tea-- �-- c�Q SRPcr w 0 Z v N M c N a = s SAA BENNARDINO RD. c z Wz p �. m c 2 Q o I-------- dui it � - �QC1� U .�. Q W W V C�� J �.� } O J •' ir z cc W z S H N Q > Z ED Ix E-15 E-16 E-17 E-18 E-19 W z 2 W Q Q � I z 22 123 124 RTE.S I I 25 Irl I R/W 25 112T j l 2B 1 I I J i I I i ------ ------ ----- ------L----a Jj------Ii--- LJ LLI Z z TO SAN BERNARDINO J m p W = J Z > ir fU— S Q W = Q 0_' _ RANCID® CUCAMONGA A S` B U I L T CORRECTIONS s P/ •T NO CORRECTIONVTHIS SHEET DATE _\--. BY M. Sal DATE COMPLETED %%Z. NOTES PLAN (�� 0 0 ALL UTILITY,R/W LOCATIONS AND DEPTHS ARE UTILITY 1—L Q 1� N O APPROXIMATE FOR DESIGN PURPOSES AND WERE 1 OBTAINED FROM A PAPER SEARCH. SCALE h=50' s 0 U-1 a O � O FOR REDUCED PLANS 0 I 2 3 12-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES I 1 I 1 I 1 I SOURCE 08-210 CHARGE_ 08-410 E. A. 355101 DIST COUNTY ROUTE I POST MILES SHEE TOTAL NO. SHEETS 08 `SBCI 66 0.6/7.3 20 54 /r���/JJJ^/ "" L • D LAND OWMIONAL LAND SURVEYOR �`'�� sG9L 3-23-92 JDWJNE D.ROBERTSON A DATE APPROVED o_ Exp. 3-31-94 No. 6210 Sf4TF OF CAl\���p TRAINI CHIC ou c-AIVJJN Dry LLI m _ EP 5 � W W $"w ,v-�a w a Pg �e � � P E A5 CAg�E w �aq o m E P / OD 8' S w R/W 1 00 F-0f- S-- U— U Z)0w i�/MI i5+00 I CL RTE. 66 20+ S___`l__ R/w 0 UJ U U 2 IV w M 5 --� Lu Ln S 5g' 25' .30• `S `n ', RSA66co tv rr NN / \2, ' 7R/W + '-T1_ ro Z 1'� i�'M'' S aQ. I d R/pl _"'�-_T SAN BERNAROlNO �( + w � �0 `OS ANOE�ES ''j'I' '' �E\Ew _� o \0+p0 � -T-- LdLLJ 'fr 100, o �v�' P vsEo 55 � PLOP, 0 o Z w � A Q � Q O� � N W F- Z C= o C> Z Z W a 0 1 � z C> 0 L� J Q U W CD y^ AS XITSV '4 S B �- 1 CORRECTINO CORRECTIONS THIS SHEET DATENOTE: BY . "� fUT L PLAN � ALL UTILITY"R/W LOCATIONS AND DEPTHS ARE DATE COMPLETED 1. APPROXIMATE FOR DESIGN PURPOSES AND WERE q' `� ic' n OBTAINED FROM A PAPER SEARCH. SCALE 1' =50' �61�RJ� U— 17 FOR REDUCED PLANS 0 1 2 3e . SN IRf F 08-210 rueo�c OR-41n r t5ainf DIST COUNTY ROUTE POST MILESSHEET TOTAL NO. SHEETS 08 S�!BBd !��J 6(6/ 0.6/7.3 21 54 �/ Fes`✓_' LAND ZWMlCNAL LAND SURVEYOR P� c�O� SGP 3-23-92 Q .-OMME D.RNERTSON DATE APPROVED Exp 3-31-94 No. 6210 U' �f9jF OF CAL����\P t` 8' WATER Lu w w x V) / w w N TELE.3'DEEP , P*874-U-78551 3 __ c _ A J`jl __ 1 ] G-A\\ ELECTROLIER & UG CABLE J\ J J (L J 1\ r / Px85-7-UL-1309 qyC 8'SEWER -c \ \s�\�1 P#84-N-UL-1135 Lu a T\ OSx `\ cn 00 9/h �- TELE.5'DEEP o -S P86-7-MC-0293 ILL 3'GAS 3.5'DEEP o+ P#869-U-783011 F- P#81-7-US-1388 w R/wP«877-U-786621 -0 N i Lu w TELE.3.5'DEEP \_`T r '30.00 RTE,66 - Px90-6-US-0002 t SAN BERNARDINO RD. 9-_T_ `y bpi S 89' 59' 30' E 35+00 TO SAN BERNARDINO 3'GAS 3.5'DEEP P#86-6-UL-0552 a w Dr a N_ Z F- 3'GAS w P*881-U-789141 O LL /� �^ [� S B L T n '?V`%'A/'60- A S B U I L T CORRECTIONS DATE ,.,.�, �- NOTE: NO CORRECTIONS THIS SHEET ALL UTILITY.R/W LOCATIONS AND DEPTHS ARE BY M' a Y\A A VV��p6 UTILITY PLAN ]_`� APPROXIMATE FOR DESIGN PURPOSES AND WERE1l. Z�. 9 •OBTAINED FROM A PAPER SEARCH. DATE COMPLETED SCALEI'=50' o U-18 O FOR REDUCED PLANS 0 I 2 3 -.-.---- _- _ ._ ... ...--.-- SOURCE Da-zo CHARGE 0e-4wE. A. 355101 DIST COUNTY I ROUTE I POST MILES SHEET TOTAL NO. SHEETS 08 1 SBd 6j6 0.6/7.3 22 54 � !!'��)�Yf P� LAND D SUR 3-23-92 04 JONNNE O.ROBERTSON DATE APPROVED o_ Exp. 3-31-94 No. 6210 qrF OF CAUF���\p oW RAINJ rHO C!J DAIV1ON rr� co W � V) _ W w a co w o — F w W N p�864S 3 3•C S \r } p, -91 •S-° p"8 4 3 w o m 8r�'v,�5'>80// FFp \ r�'v, Z S 89` �� ,662196 ,8662op Orli r �0 W 1p aS9' ca�o � s 4N�F<FIA-30, `c 7a lq.F`°FFp \\ xw r6gS/S 3. Z ,o� RAW FR cu 0 co�U1— T 'G --G w vzi - za Ox00 oo --T—__�_--T— G— _--_- w w W Or �\ �i�� \ -T---- --4-G— v) m —_-- --G----_- 00 i RTE.66 r �� 1 N 56' 10' E 45+00 n TO SAN 13ERNARDINO W _ V) z W Ln yc �•c o 0 0 0, 04S *4rF (r, R L W Lp¢ 3 69' w 3 0 82s N, e2 Q OC Z 0 J Q E. AS lel T B U I L T CORRECTIONS B w NO CORRECTIONTHIS SHEET 4 1-- CA-[ ._.— N NOTE: BY u G V0c' ALPPROXIMATEL UTILITY,RFOR DESIGN NPURPOS SS AND EPTHS AND WERE ARE DATE COMPLETED1. L4. z UTILITY PLAN OBTAINED FROM A PAPER SEARCH. SCALE P=50' ' U-19 DIST COUNTY I ROUTE POST MILES SHEET TOTAL NO. SHEETS 08 ��DDSBd 66!'�gp0�.,6/7.3 23 54 /L• 3/ l� "C� LANG IONAL LAND SURVEYOR �o�PL sG 9 3-23-92 4 JOMlME D.ROBERTSON DATE APPROVED az Exp. 3-3I-94 * No. 6210 >} JJ9T ���p F OF CAUL O W Ix W a 0 WATER CTV 1.5'DEEP °o P#0874-E-764515 W TELE.3.5'DEEP OVH ELEC.& TELE P#870-U-783415 a V 3'GAS 3.5'DEEP � P#877-U-786620 3'GAS 3.5' ELECTROLIER IW V P#879-U-787888 P#83-7-MC-4010 w N R/W ---(� - --�-- — -- -- --- ---W— _G �9 -G -G - -G - -G - -G- 60+00 Lu -�� /�pi RTE.66 S 89' 41' E � H `��' -� '�- + 60+48.60 ��- 65+00 TO SAN BERNARDINO � TELE.3.5'DEEP M M cj5 P#869-U-782982 -- M s / 10'WATER 3'DEEP Ia �5 PN�6� L8WAR 3DEEP-US-0005 H 4' 0 WATER ■ i a w o= a cn x f- o L� S L AS B I 3 ,c\ ' . L? U P L T CORRECTIONS BY NO CORREC-IONS THIS SHEET GATE UTILITY PLAN O NOTES ALL UTILITY.R/W LOCATIONS AND DEPTHS ARE OATS COMPLETED L ^ O APPROXIMATE FOR DESIGN PURPOSES AND WERE O OBTAINED FROM A PAPER SEARCH. ' SCALE 1'=50' o U-20 . 0 FOR REDUCED PLANS 0 1 2 3 1 -- --- ^ DIST COUNTY ROUTE POST MILES HEET TOTAL NO. SHEETS 08 SBd 66 0.6/7.3 24 54 OWMIDNAL L YOR P� LAND 3-23-92 4 pWMEO.RORERT�uP� DATE APPRDYED a z E%P• 3-31-94 No. 6210 qrF OF CAUFO�� w r In w Ld c 10 c ul cAJ\1J0INJGA V) _ w > � w a � o L 8'SEWER 6'DEEP o N P#867-E-761665 I- uj Lu OVH ELEC. 3/4'GAS 2.5'DEEP I*GAS 3.5'DEEP m — P#869-U-782995 P#81-7-US-0337 0r 0c m W o N I TELE. f- w o UG ELEC. CTV 10'WATER 4'DEEP U z w TELE.3.5'DEEP = P#88-6-US-1389 �c� Y P#89-6-UT-0761 P#873-E-764053 P#88-6-UL-1193 Z P#870-U-783415 A t c\I J N w 1 A I P#83-7-U1-4191 0 N I.- <w = t- 3'GAS 3.5'DEEP I m w Z STORM GRAIN I I _ I I zv N 1 v a W ® R/W <' R/W V) rn w —1— y--S— N +Ln I W-T -T W-T W-T W-T W-T W-T --T-�— z --G - -G - -� - -G - -G - -G - -G -G - -G - - G�-- �W - ��-- ��- —T�-- -�W - 10=w z ' fE RTE.66 S 89' 42' E W - TO LOS ANGELES _ z w m S 89. 41E 75 00 1 I— 1 7 +0 + 80+00 TO SAN BERNARDINO U w f/ cID -W W i IN --W---W---W W W �'— w—�— w O a R/ FTA Ld lr%-WATCD 7 SlnCCD /* 10'WAIEH 6'UEEP/ - V V-- GA 3.5'CEEP v w I s i 2'GAS 2.5'DEEP P#90-N-UL-0128 TELE. 2.5'DEEP ' cn a m P#869-U-782941 I P#84-6-UT-0304 P#89-6-UK-0657 r I'GAS 3.5'DEEP i I P#880-U-788659 ELECTROLIER & CABLE 3'GAS 3.5' iii C> ? ~ 6'WATER 3'DEEP P#879-U-787888 O P#86-NUS-0079 LL o W N LV Z Z Q O Z LLJz W Q3 a 1 Q ac O L� J AS B LT U p �. /^� J ' L CORRECTIONS a ��; O NO CORRECTIONSI THIS SHEET ', I) NOTES BY_M• SU 4 6k.,mq/- PLAN A' f, c APPROXIMATER/W LOCATIONS AND FOR ESIGN PURPOS SE ANSA WERE DATE COMPLETED 2ARE4•q 2• UTILITY f L Q 1 v OBTAINED FROM A PAPER SEARCH. SCALE I'=50' U-21 FOR REDUCED PLANS 0 I 2 3 FnPM nC-09-92-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES I 1I ISI 1 11 I SOURCE o8-210 CHARGE OB-410 E. A. 355101 DIST COUNTY ROUTE POST MILES HEET TOTAL NO. SHEETS 08 SBd �✓ 66 0.6/7.3 25 54 IONAL LASURVEYP� LAND AO P G 3-23-92 JOHNNIE D.ROBERTSON DATE APPROVED a A EXP. 3-31-94 No. 6210 �rglF OF CAL�F���\P O W � [n m - C 0 GJCAJVJ0N - W > � wQ cl� 0 W a 0 >- ca ow m m 6'WATER TELE. I o z Ow 2"GAS 3.5'DEEP I 8'SEWER G'DEEP Ptt81-7-US-0905 P�89-6-UL-1137 > D 0 Y N � 10"WATER 3'DEEP a J w P81-7-US-0337 P#85-N-MC-0856 A a N aw M Lu CO)0 U W ITA H A 3'GAS 3.5'DEEP = V) w w I A / A oV) vl I N Z R/W i ' I c;, I R/W £ ~ 1 w o vl -- =S - - - �=5 -- 1-- 1-- 1-- 1-- 1-- 1-- =4 T--, -- - 10'w W W W W W W-� =- z _- �W S 8g' 4 E- - - - - - - - f-G - -G - -G - -G -G - -G - -G - -G <; TO LOS ANGELES � RTE.66 z LV uj U 0 85+00 II 90+00 TO SAN BERNARDINO 95+00 0YL JW--�M 10 WM —I M M —I-M M M M --M M M F 3 �M- o ® I R/W Vf 1 N 6°WATER 2.5'DEEP TELE. 2.5'DEEP 8'SEWER 6'DEEP ' STORM DRAIN ELECTROLIER & CABLE 2'DEEP IO'WATER 2.5'DEEP I a P�88-NUT-0662 P�89-6-UK-0657 ,� P81-7-DD-0438 Ptt85-7-UL-0181 P#84-N-UL-0590 w P 881-E-767239 OILL ~ I N 1 ' x z Z I- o e x a o W LL clZ LY z IC'SEWER 5'DEEP P#83-N-UT-3849 0 Z z ui cl- ¢ 3 1 � 4 Z O J A S D D AS s L U U ' [ T CORRECTIONS BY ''A O NO CORRECTIONS THIS SHEET DATE ....��..��.• N ALL UTILITY.R/W LOCATIONS AND DEPTHS ARE DATE COMPLETED �I z- --4'9 L_ UTILITY PLAN APPROXIMATE FOR DESIGN PURPOSES AND WERE > OBTAINED FROM A PAPER SEARCH. SCALE I =50' < U-22 FORREDUCED PLANS 0 1 2 3 SOURCE 08-210 CHARGE 08-410 E. A. 3s5101 __ no I C I n1 A I C l n 1 C IC 1 n1 I n1 r u r c I � I i 1 I I DIST COUNTY ROUTE POST MILES SHEET TOTAL NO. SHEETS 08 S/n/B,,d�, 66 0.6/7.3 26 54 /r,,,//// """ D LAND 10W.LAUD SURVEYOR 3-23-92 OeW DROURTSON �G DATE APPROVED ° EXP. 3-31-94 No. 6210 �lgTF OF CAUE���\p O W CD N W W 0� In - W W� o r�r��J iJ cr�1\1J0 N Gjr� r Q C) C]O] m W I- W o a10'WATER 3'DEEP TELE. 5'DEEP z W P#85-N-MC-0856 D(D Y fV 8'SEWER 6'DEEP P#90-6-US-1696 L) N A z a w T 1 8 'SEWER 6'DEEP a P#866E-760963 3'GAS 3.5'DEEP F- c�o UUJI w w N 3'GAS 3.5'DEEP w H ( N Zo Ld ~ D W V1 1 11: Nt° R/w /w_ —W — �, —s— - -- —s—�-- —s—==L-- � -- —s-=-=I-- —s-==-L-- -- - -- ��-- ---- s=- -- s=- -- S=- -- s== -- s=- =W s =-- z -G G - -G -- -G - -G - -G - -G - -G -G - -G - -G - -G - -G - -G - -G - -G -- Ln i N 89' 59' 30' E z W N TO LOS ANGELES RTE.66 , W C I 100+00 I 105+00 110+00 W 1 TO SAN BERNARDINO_ 7cc — 1 - 0 —' M M M M M M M M - W---W---W W W W W — (L q. ' f R/W R/w _y Lu 11 I 1 I!1•GFWFR F'(1FFP I I a a i ci \ P#83-N-UT-3849 i I 10-WATER 2.5'DEEP N I N I P#85-N-UL-0995 = 10'WATER 2.5'DEEP �R ir P#84-N-UL-0590 3 V O p ~ I I 0 Z Z LL I o � cc � I a C W ' 0 N W Z Z o ELECTROLIER & CABLE 2'DEEP z Z P#85-7-UL-0181 W ¢ 3 or z 0 J Q V ASBU � L3' AS BUr r 0 tm NO CORRECTIONS THIS SHEET CORRECTIONS BY T cn /A S c� paTE<`Y•t-tA- - NOTE: 0 DATE ALL UTILITY,R/W LOCATIONS AND DEPTHS ARE COMPLETED It- L4, U T I L I Y PLAN APPROXIMATE FOR DESIGN PURPOSES AWERE z' OBTAINED FROM A PAPER SEARCH. SCALE I =50' U-23 z,00. ORRIGRINALCSCCALEAIIS IN INCHES I I 1. I.. -._--1 3 -I 1 SOURCE 0e-210 CHARGE 08-oro E. A. 355101 i DIST COUNTY ROUTE POST MILES SHFET TOTAL NO. SHEETS 08 S�Bdd 66 0.6/7.3 27 54 /�//" '�� D 'k' LAND OWMIONAL LAND SURVEYOR 3-23-92 p D.R T .4 DATE DATE APPROVED °` EXP• 3-31-94 z No. 6210 �9TF OF CA�����P > V) co _ W > w RAN BH O CU CAMON GA W Q � o W I— a M N F I5'SEWER ELEC. 5'DEEP \r z P# DP-1113 24"WATER P#UM-3414 0 co m VI W F—p W a W o LU 10'WATER CTV 4'DEEP J Z W 0 Y P#UT-4153 TELE. (0 TELE. 5'DEEP _j(n W P#90-6-US-1696 3'GAS 3.5'DEEP 1 #U�—LO 10'WATER 8'SEWER 6'DEEP v p c0 P#UT-788226 P#E-760496 TELE.5'DEEP TELE.5'DEEP F- P#UL-0292 w t P#UL-1060 W P#US-0303T I c=n w Q ' R/W V) Q) R/W R/W w — — W W vy W W W - 1-- 1--- - -G - -G--- -G -- -G - -G� G - ��-- _ �-- _ - - --�-- - -- G -- - -- G w W TO LOS ANGELES N 89' 59' 30' E CL RTE.66 m 132+22 9 ri ~ �, 122+71.55 1 15+00 120+00 1— I TO SAN BERNARDINO W � 110+00 , I 0 W W W W W W W W W W W W --T M 0 R/W N I 16 WATER 3'DEEP I \P#U-b9b4 C 4'GAS 11 I TELE.6'DEEP w 10'WATER _Ogg EP 1-1/4'GAS 3.5'DEEP ► Y + 0 F- P#85-N-UL-0995 P#U-787048 a IX P#U-787491 4i (� oLL 15'SEWER zo Z P#UT-0373 0 ¢ c m LL i— C) W W a z Z ¢ o � Z Z W 4 q 1 \ ¢_ im Z O J U AS B I 0 W Q `+ U ' L T CORFEf.T10N5 BY. THIS NO CORRECTIONS S SHEET Q 1 / - NOTE: BYA S��h�\In1G�roo { o ° � UTILITY PLAN ALL UTILITY. LOCATIONS AND DEPTHS ARE DATE COMPLETED L• L¢. Z. APPROXIMATE FOR DESIGN PURPOSES AND WERE � w OBTAINED FROM A PAPER SEARCH. SCALE 1' =50' U-24 FOR REDUCED PLANS 01 2 3 SOURCE 08-210 CHARGE 08-410 E. A. asslol FORM DC-OE-92-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES 1 I 1 I 1 I 1 i DIST COUNTY ROUTE POST MILES SHEET TOTAL NO. SHEETS 08 SBd 66 0.6/7.3 28 54 • -J/ LAND 104AL LAD SURVEYOR �, c �D�P fG P 3-23-92 JORNNE D.RORERTSON DATE APPROVED ` z Exp. 3-31-94 No.. 6210 J?gTF OF CAL\E���\P O w >- (n CD — C w w � w w F- Q C w o co ELECTROLIER & CABLE a w o P#UL-1253E j Z Y TELE. TELE. P#UL-1235 U- U N P#UL-1225 P#US-0085T _j Ln w y 10'WATER 4'DEEP aw x F U W 8'SEWER s P#DP-1244 a W 3'GAS TELE. Y4"GAS 8'SEWER < H P#E-760496 P#U-7641G u u m w P MC-0200 P#U-781218 P UT-1033 w W v) W , — w A N w R/W 1.1 F lb R/W w H —1-- 1-- 1-- 1-- - Z - _ -- - -- -- 1-- -- 1-- 1-- 1-- 1- 1-- 1-- 1-- -- -- w W _ TO LOS ANGELES I N 89' 56' E RTE.66 0 F U w - I I i I I I I T 1 .1 n 1O Ld 135+00 0 140 00 O 145+00 3 TO SAN BERNARDINO © — --T -T --T --T --1 --T --T --T --T --T --T --TM 1 --T --T --T - a / R/W r � TELE.G'0«P a a P#U-787048 w cn \6�WATER 3'DEEP a \,I0'WATER 2 V1 Z 16'WATER 3'DEEP -Y4'GAS SERVICE 6'WATER 3'DEEP I'WATER 2.5'DEEP ~ zo �` P#U-6964 P#U-4787 P#UT-1582 P#U-787315 oLL a ~ W 0 W Z Z o � Z Z LY 3 0 Q Z 0 J Q U AS BI T a A Grp{ 0 A S B U i a T CORRECTIONS BY cQn NO CORP•ECTIONS THIS SHEET ^'TE .-AA- NOTE: BY M• 1.vy�r\q ✓,.\ aro \' ALL UTILITY.R/W LOCATIONS AND DEPTHS ARE UTILITY PLA N APPROXIMATE FOR DESIGN PURPOSES AND WERE DATE COMPLETED ��Z4.�(�. OBTAINED FROM A PAPER SEARCH. SCALE 1"=50' U-25 FOR REDUCED PLANS 0 1 2 3 FnPu nr-nc_g7-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES I 1 I 1 I i I SOURCE 08-210 r1-w6prP7 08-410 r o 355101 I DIST COUNTY ROUTE I POST MILES SHEET TOTAL NJ. SHEETS 08 /�///SSBBd� 66 4� G. 6/7. 3 29 54 -• `�(�� P" - - — LAND x IDNAL LAND SURVEYOR ,y `rG 9 3-23-92 JONNME D.RDBERTSDN DATE APPROVED a- Exp, 3-31-94 No. 6210 �fgTF OF CAUF���\p JR .AJN crI � c crA1\j10INJ Dry } N ca ow w 0� _ w > F-- w Q � o x w a 0 N TELE. I ' GAS SERVICE 4' GAS w G' WAw o m Lu 0 co P#U-8287 OVH ELEC. losEwER p#CDT3R30 P#UL- 1225 F-w C] P"E-762771 J Z w w v� 3/4" GAS 2. 5' DEEP 1 ' w C) - w In 10'WATER 4' DEEP 8' SEWER I I 4' SEWER 3 H Q UJ = N P#U-5252 RISER P#DP- 1244 1 L4'I 0 o v OVH ELEC. TELE. 3° GAS P#E-761967 N 1 P#U* GAS DEEP ~ P#US-0802 P#U-7055G w 2' GAS 2. 5' DEEP z N u I P#U-786962 Ow [7 LLJ H R/W R/WF v, ) R/W w — wPA �. -1-- —1-- - 1-- 1-- -- -- -- -- -- -- -- - x— z ---5 -- --S =_ --S --- --S -- --S -- - _S - Do- - - - _ - -- --S-=A _ -- z89' 56' E CL RTE. 66 (n ^' "� N 89• 56' E w CC W E TO LOS ANGELES —TN b. � O � 1 w 150+00 155+00 160+00 O I 1 TO SAN BERNARDINO It - --T --T --T --T --T --T --T --T --T -- -- I —M- - -M— lick M M M R/W 1 R/W w i li Q TELE. 2. 5' DEEP a 4'WATER 10" WATER N PUU-4052 (^ 1 � 2'WATER 3' DEEP 4' DEEP I=- 1 ¢ P#US-0282 P#UC-0056 = P#UL-4020 z z O o w w cc Q W X W a Z cr- O o Z z WJ L CC Q 3 w m o M M1 0f _Q O1 Z � d O Li 1 U o AS BUILT AS B � � x NO CORRECTIO S THIS SHEET CORRECTIONS G✓OG NOTE: BY M. Sc� n G\�4Y� A V^OU OATS ._�,.. _�...-- p !Ll C) co ALL UTILITY.R/W LOCATIONS AND DEPTHS ARE DATE COMPLETED = UTILITY PLAN APPROXIMATE FOR DESIGN PURPOSES AND WERE `• L OBTAINED FROM A PAPER SEARCH. p I N SCALE I ' =50' U_26 o g FOR REDUCED PLANS 0 I 2 3 08-210 E. A. 355101 FORM DC-OE-92-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES � I 1 1 I 1 I SOURCE CHARGE os-4a a � e nc I_ i DIST COUNTY I ROUTE I POST MILESSHEET10TgL NO. SHEETS 08 SBd 66 0.6/7.3 30 54 P,%W IONX LAND SURVEYOR LAND v S OSP `PG 3-23-92 9� DATE APPROVED JQW"E .ROBERTSON 1 Exp. 3-31-94 No. 6210 �f9TF OF CAUF��ap w to W x w F Q Rr-\N -P-)HJ 8'SEWER r 6'WATER P#E-763866 P#CD-3130 � cfl w 3'WATER 3'DEEP Y Y4"GAS 2.5'DEEPUGTELE. 8"WATER O ~ I"GAS 2.5'DEEP .ELEC. 3'DEEP P#UT-0374 W w Y4°GAS 2.5'DEEP #TELE. P#U-784096 P#US-0904 P#CD-0342 c=) =LLJ P#U-782666 N#UL-1225 P#U-789134 P UK-0991 w 2"GAS 2.5'DEEP OVH ELEC. RISER TELE. 3'DEEP N P#U-786962 P#US-0943 00 Z R/W s- w w TO LOS ANGEL-Es -- N 8 E - -_ -- - 1—�---- - M on fL RTE.66 -- ® 165+0p _v S 88. 30' 2• E -- 9- S—�— _ 170400 M M 1 M °i M 175+00 TO SAN BERNARDINO 7 a \tA o I 10°WATER 4'DEEP � I- P# w UC-0056 (� Ir P#UL-4020 OVH ELEC. Q Z VI s OVH ELEC. o: W 2"WATER 3'DEEP ow W P#US-0282 Z /sR v IZ 6+CY y� i J J 3 AS � U9 � T :SSB IL a'F'71ONS BY- niue� NO CORRECTIONS THIS SHEETI1•. _ NOTES -- aY l�. S � ,v+�`� ALL UTILITY,R/W LOCATIONS AND DEPT KS ARE a q' n� ro0 '--- $ O 1 APPROXIMATE FOR DESIGN PURPOSES AND WERE UTILITY PLAN OBTAINED FROM A PAPER SEARCH. DATE COMPLETED,\• Z4 12. w O SCALE 1• =50' 1 U-27 O FOR REDUCED PLANS 0 I 2 3 0 :-O -92-PF (REV. 3/88) OR I G I NAL SCALE IS IN INCHES I 1 I 1 I I I SOURCF 08-210 I.A.— -- I - ---- DIST COUNTY I ROUTE I POST MILES SHEt, TOTAL ' NO. SHEETS 08 SBd 66 00.6/7.3 31 44 • Y P;� LAND tpymlGNk LAND SIIRVEYDR y�p�P� 3-23-92 0 U.ROBERTSON o DATE APPROVED a 3-31-94 z Exp. No. 6210 �p 9lF OF CA��F�� 0 w Y N ED — > I w a � o w I 8'WATER P#CD-0342 12'SEWER P#E-2771 UG.ELEC. 3'DEEP } P#UK-0991 o ca >- w ED 4"& 8'SEWER TELE. 6'GAS Ho J z 0 P#UT-0374 '4'STORM DRAIN P#US-0062 A w L'GAS 3.5'DEEP U P#CD-0342 P#UT-1293 I x cj I o TELE. 3'DEEP TELE. 8'DEEP m a P#US-0943 P#U-9050 Z N TELE. 3.5'DEEP y TELE. Z w P#UL-0790 ►,rn 1 = TELE. I P#U-1413 UG ELEC.2.5'DEEP 0 P#US-0806 ~ II. 8'SEWER P#UL-0863 w tn z R/W - -- - — -- - -- -- --S -- --S - — --S -S Ln w W --S -- --S -- --S— r DIST COUNTY ROUTE POST MILES HE TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 66 0.6/7.3 1 32 1 54 V ssl REGISTERED CIVIL ENGINEER � a .E. WASSER s 3-23-92 No 37378 ra PLANS APPROVAL DATE Exp 6/30/92 sr9l CIVIL @ LTAR OF C rn START FOOTHILL BLVD (ROUTE 66) EP TE LIMIT LINE (THERMOPLASTIC) END r tn m W W! � 20 V) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w 180' bi 175' (SEE DETAIL -2) J II .c 38 (THERMOPLASTIC) F EXISTING STRIPING TO REMAIN 29 v a 4' WHITE STRIPE (THERMOPLASTIC) f- m w 12'cn 22 29 �i 3 - - - - - - - - - - - - - - - - - - CROSSHATCHING 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �► - - - - - - - SEE NOTE s 27A (THERMOPLASTIC) ►w-p m 31' i J Z W I ' :30 Y i EP00, caro v EP—/ : :� EP or �3' CLASS DELINEAI ORTYPE G) c°'v END (AMBER REFLECTORS) AS SHOWN. N N START a END START :'�' 1� START W �; N END Z (a N _ DELINEATION QUANTITIES w a CENTRAL AVE. N DETAIL THERMOPLASTIC PAINT PAVEMENT I— � END/MATCH EXISTING OR PAVEMENT TRAFFIC PAVEMENT Tf,AFFIC MARKERS (REFLECTIVE) DESCRIPTION Q N ARROW S(LF)E 2A COAT) (RKING 2TCOAT) MARKING (EA) 7 • M a W 10'x— EP 445' TYPE EA. SOFT 4' 8' 12' SOFT LF TYPE G TYPE D 12 0' 1600 40 4' WHITE TRAFFIC STRIPE 3 22 175 20 DOUBLE YELLOW STRIPE 1 15' l2 77A ']7LI IA- Wu1TC cLI^1 11x11 CT11I /( LIJ "1 ..1111E JItV VLVLI\ Jtl\11 L Z - 2 - - - - F- - - - - - - - - - - 32 - - - - - - - - - - - - - - - - - - - - - - - 29 360 10 DBL/DBL YELLOW STRIPE 32 900 70 2-WAY LEFT TURN STRIPE x 20' 2-WAY LEFT TURN LANE 38 175 12 8` SOLID WHITE STRIPE zo 4' WHITE 175 4' SOLID WHITE STRIPE •c g 12' �-► 32 12' WHITE 600 12' CROSSWALK/LIMIT LINE cc _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - 12' WHITE 180 12' CROSSHATCHING ed V l ' �► I2 TYPE M: 9 378 RIGHT/LEFT ARROW t2' TYPE II B 2 118 STRAIGHT-RIGHT/LEFT ARROW ~ LL EP TOTALS 11 496 450 175 600 180 3035 52 100 cp U. Q M END/MATCH EXISTING FOR QUANTITY INFORMATION ONLY � N H C NOTES( A S B U I L T �~ . THE CROSSHATCHING IN THE BAYTAPER IS AT A 45 DEGREE LEGEND No coaeernonls itis sHeer s ANGLE. THE STRIPES ARE 12' WIDE AND 20' APART. sym•"-5a3�nh;_ � DIRECTION OF TRAFFIC FLOW p C MC L,.7&?LUED,'• L_ A. 1 2 W 2. MATCH EXISTING STRIPING 800' FROM EAST LIMITLINE OF CENTRAL AVE. LEFT TURN ARROW TYPE III (THERMOPLASTIC) v 3. ALL CROSSWALKS AT CENTRAL AVE. SHALL BE REDONE WITH THERMOPLASTIC. RIGHT TURN ARROW TYPE T17 (THERMOPLASTIC) PAVEMENT D E LINEA\TIO N o ALL ARROWS SHALL BE REDONE WITH THERMOPLASTIC AS SHOWN ON PLAN. STRAIGHT-RIGHT/LEFT ARROW TYPE IT B (THERMOPLASTIC) ROUTE 66 AND CENTRAL A V E (EXCEPT DIRECTION OF TRAFFIC FLOW ARROWS f ). INTERSECTION s XX DETAIL NUMBER DELINEATOR (CLASS I. TYPE G) NO SCALE PD-1 FOR REDUCED PLANS 0 I 2 3 DIST COUNTY ROUTE TOT04L PROJECT HNO.TSHEETS 08 1 SBd 66 0.6/7.3 33 54 Qt#ES90 REGISTERED CIVIL ENGINEER ! 3-23-92 a .E. WASSER PLANS APPROVAL DATE N0 37378 b Exp 6/30/92 CIV IL FOOTHILL BLVD (ROUTE 66) OFCAU�°Q�\p L= 180' 0 w m - o w 40=1 DIRECTION OF TRAFFIC w ir Q w w B a ----------------------------------------------------------------- -----------------------------------------------------------------� D 0 0 8' WHITE 5' ag STRIPE Ui38 22' 15' w C' 2-WAY LEFT O m 31: o 29 20' TURN LANE 32 4' WHITE w m m STRIPE awBo ' J Z w Qw = D' U o v 22 DIRECTION OF TRAFFIC ■y w W III y U) NOTESs Wa I. LENGTH OF AB = 1/3 L LENGTH OF BC = 1/3 L LENGTH OF CD = 1/3 L I— B'C' IS A TANGENT A'B' AND C'D ARE PARABOLIC CURVES w END 22 0BEGIN BAY TAPER 2. MATCH BAY TAPER STRIPING TO CENTERLINE STRIPING. a W BEGIN BAY TAPER STRIPING DETAIL END BAY TAPER SEE NOTE 2 END BAY TAPER STRIPING DETAIL BEGIN TWO-WAY LEFT TURN LANE CONSTRUCTION AREA SIGNS z MINIMUM PANEL SIZE POST SIZE TYPE SIZE DESCRIPTION CITY. DESCRIPTION s o CI4 36' X 18' END ROAD WORK 37 4' X 4' X 12' C2T i 4 C236 C23 30' X 30' ROAD WORK AHEAD 37 4' X 4' X 14' 0 0 L✓r. I I I JC14 - - .�C23 RTE 66 a C23J 0 0 0 �C 1 4 0_ 1000' C a H CONSTRUCTION AREA SIGN TYPICAL CIT i T i0 �P i A .7 B U i T C C23 C 14 C23 C 1 4 C23 AS B U I LT < NOTEs I INTERSECTIONS SHALL BE SIGNED AS SHOWN EXCEPT CENTRAL AVE. NO CORRECTIONS THIS SHEET IW WHERE THE NORTH LEG SIGNING SHALL BE OMITTED. CORRECTIONS gY gy M. S °t��1 m�A�oct DATE...—..L1.I% `I?. DATE COMPLETED i 2 4.q 2 2 THE EXACT LOCATION OF THE CONSTRUCTION AREA SIGNS TO = BE DETERMINED BY THE ENGINEER. < 0 CENTRAL SIGNALIZED HAVEN PAVEMENT DELINEATION PLAN v AVE STREETS AVE A N D a CONSTRUCTION AREA SIGNS W s NO SCALE IH PD-2 FOR REDUCED PLANS 0 1 2 3 ETj TAL DIST COUNTY ROUTE TOT�LTPROJECT F5NO. SHE TS 08 SBd 66 00.-6/7.3 53 1 54 REGISTERED C I V I L INEER yQ� Fycy 3-23-92 R.A. HAIGH0. T 9 12137 PLANS APPROVAL DATE * Exp 3-31-93 �j CIVI!. v\� 0 W r N m W W m V) W > I- W a � o W r Q 0 0r } am m LU r aW o J Z LJ LJ -. U- I I V) W C)W = UD U 120/240V 3 WIRE SERVICE Exist. 332 Cabinet W `., I I I for 170 Controller -' W - Z Z NEUTRAL LUG I I I z W v LANDING LUG— —► 1 1 LANDING LUG a I \ Make Hole in V � TEST BYPASS BLOCK SN TEST BYPASS BLOCK ! CABINET FOR CONDUIT \ Conduit Fitting with .� ME I ER SOCKS i GasKeted Cover Plate 4 E50A. "'j METER SOCKET ��/I.-� Size of Conduit as // Shown on Plans 240V, 2P MAIN CKT BKR z 0 15A, 240V, 2P IP CONDUIT INSTALLATION DETAIL z STREET LIGHTING d TRAFFIC SIGNAL 0 z 0 w IU6 a IL o Q i TYPE III-CF SERVICE CABINET WIRING DIAGRAM AS BUILT /LTNO CORRECTIONS THIS SHEET AS B 1- o BY_i�S"t'1T\0.,Vy\af,.4 CORRECTIONS.B c DATE O DATE COMPLETED it 24•`I 2' t- N SPECIAL DETAILS NO SCALE E-20 FOR REDUCED PLANS 0 1 2 3