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HomeMy WebLinkAboutR_5703_SC O> -0 (I) +- ::c u C w m z: 0 ... C, :!!: ... z: :::, ::c t;; ADAMS AV£. CITY OF COSTA UESA VICTORIA '°-t. "~ ~" ~ ! OCE-4 0-INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP BAXER Ii! ./ SYMBOL LEGEND -0- b:. POWER POLE MONUMENT -x-x-x-FENCE === BLOCKWALL 0 TREE ----S----SEWER LINE ----W----WATER LINE ---G---GAS LINE -E--POWER LINE ~ STREET LIGHT SIGN ABBREVIATIONS M.L.C.C.S.P. -MORTAR LINED CEMENT COATED STER PIPE S.F.M. -SEWER FORCE MAIN D.C.V. -DOUBLE CHECK VALVE R.P.P, -REVERSE PRESSURE PRINCIPAL VALVE N.B. -NEWPORT BEACH 1 e ~ CITY OF IRVINE EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE l-800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES! COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS 634-0251 B95-0221 611 644-3011 962-2411 542-6222, AFTER 6:00 PM 542-3975 720-4040 1-800-422-4133 SA~TA ANA H IGHTS INDEX OF SHEETS ~t..WPon ~ 'f ?- .)... <Si~ I-V 0 u :c Sheet No. I Title Sheet 2 Typical Cross Section 3-4 Standard Plans List 5 Layout 6-7 Construction Details 8-9 Drainage Pion Profile and Details 10 Drainage Quantities 0 'r -<It... I FOR~\ I I Utlllty Pion 12 Traffic Hondel Ing Pion 13 Signing and Striping Pion 14 Surrmory of Quantities 15 Street Lighting Pion 16 Slgnol Modification Pion 17 NSP A88 (C-~@3i] APPROVED: _...::::tzQ~wll_____:_____DATE: -< t 0 n 0 "' -+ Q lC a, (/1 Q --.I I ..it t/l ,g 0 C I -I :0, :::c: gl I -I, .,,I I m :0 -..I' t/l u.11 -I 0 r- I U1 0 I T+ 1~ 18 ,o t/l lo -I :0 .,, .,, -I '-< * Ii :, a, .b. U1 T + .z 0 r~ I + + 7+00 -- - - - - - -1-- - - - -STREET-I-- - - - - - - - - t - - - • t/l -I 0 r- .b. J_ ~ t/l -t :0 rr, rr, -I 0 0 ST NEWPORT BEACH 0 C :I> r- V) -I :0 rr, .,, -I J---..,,4 MAY 9,199 Project Engineer Date Registered Clvl I Engineer WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CALIF. 92802 DWG.NO, R-5703-S SHT OF 17 1-,!..· C O> "O -0 0 Cl. >, +-/ "' 0 0 <O 0 C ~ r<,/ CJ) 1/l A II w :::. < z ~ w 1/l ::, TCE R/W R/W TCE VARIES 9.800 TO I 1.400 VARIES 9,800 TO 16.477 VARIES 2.440 VARIES SEE NOTE I-~'--' JOIN EXIST VARIES '-'-.:..:.:..:..=~:;.O~¾--::_:fi-<5E:6; PLANS) 150 rrm PCC SIDEWALK TYPE A2-200 8.800 8.800 SAWCUT & JOIN I SAWCUT & JOIN (3,0¼:!:) -----------(3.0%i) -~-~---I ---~- CURB AND GUTTER PAVEMENT STRUCTURAL SECTION [fil 150 rrm AC CTYPE Bl 255 rrm AB <CLASS 2> TYPICAL SECTION BIRCH ST 4+48.037 TO 6+14.950 NO SCALE VARIES ---SEE NOTE I JOIN EXIST VARIES _,... -11'-~~ __ _ C~EE PLAfJSJ. -~ ....,.::z. O¾ ~ --~ --- TYPE A2-200 CURB AND GUTTER 150 rrm PCC SIDEWALK I. GENERAL NOTES SEE CONSTRUCTION DETAILS SHEET, AND OTHER PLANS AS NECESSARY FOR DETAILED INFORMATION PERTAINING TO THE WORK TO BE PERFORMED WITHIN THE TCE AND PERMANENT R/W AREA. APPROVED DATE PUBLIC WORKS DIRECTOR R.C.E. N0.16791 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CALIF. 92802 C-2931 TYPICAL CROSS SECTIONS BIRCH STREET f-0-AT_E ~BY------'-___ o_ES_CRI_Pn_oN ____ -'-AP_P'D_. l-ccDE=~G=NED_s_RL----t-,0R=AW_N _z_c~ CITY OF NEWPORT BEACH R-57O3-S REVISIONS OlECKED TAK DATE 4/1/97 PUBLIC WORKS DEPARTMENT SfEET 2 OF I 7 GENERAL ROAD WORK MISCELLANEOUS C AIOA Abbreviations C AIOB Symbols C RSP AZ()A Pavement Markers and Traffic Unes, Typical Details C A20B Pavement Markers and Traffic Lines, Typtcal Detalls C RSP A2.0C Pavement Markers and Traffic Unes, Typical Details C A20D Pavement Markers and Traffic Lines, Typlcal Detalls C A24A Pavement Markings-Arrows □ A24B Pavement Markings-Arrows □ A24C Pavement Markings-Symbols and Numerals □ A24D Pavement Markings-Words C A24E Pavement Markings-Words and Crosswalks □ A35A Portland Cement Concrete Paving Detalls □ A40 Rumble Strip Detalls □ A62A Excavation and Backfll I-Mlscel laneous Detalls □ A62B Limits of Payment for Excavation and Backfll I Bridge-Surcharge and Wa 11 Limits of Payment for Excavation and Backfl I I-Bridge Excavation and Backfll I-Concrete Pipe Culverts □ A62C C A62D □ A62E Excavation and Backfll I-Cast-In-Place Reinforced Concrete Box and Arch Culverts C A62F Excavation and Backfll I-Metal and Plasttc Culverts □ RSP /ilJA Object Markers c A73B Markers C A73C Dellneators, Channeltzers and Barricades □ A74 Survey Monuments □ A75A Concrete Barrier Type 50 □ RSP /i/58 Concrete Barrier Type 50E □ A750 Concrete Headl tght Glare Screen □ RSP mA Metal Beam Guard Railing □ A77B Metal Beam Guard Rall Ing-Standard Hardware □ A77C Metal Beam Guard Rall Ing-Posts and Blocks □ RSP-AllD Guard Rall Flares □ RSP All£ Guard Rall Flares □ □ □ □ □ RSP Allf Metal Beam Guard Railing-Mlscellaneous Details RSP AllG Guard Rall End Anctors <Breakaway) A77H Guard Rall End Anchors <Breakaway Hardware> A771 Barrier and Guard Rall End Anchors A77J Guard Rall Connections to Bridge Roi Is, Retaining Wal Is and Abutments □ A77K Guard Rall Connections to Bridge Sidewalks and Curbs □ A78A Thrle Beam Barrier □ A78B Thrle Beam Barrier-Standard Hardware and Mlscel laneous Detal Is □ RSP /ill!£ Thrle Beam Barrier-End Anctors □ A78D Thrle Beam Barrier Connection to Concrete Barrier Type 50 □ A78E Thrle Beam Barrier Connections to Bridge Ralls □ A78F Thrle Beam Barrier Connections to Bridge Curbs, Retaining Wal Is and Abutments □ A80 □ A81 □ A83 □ ASS □ A86 C A87 □ C7A □ C7B □ C7C □ C70 □ C7E □ C7F □ C7G □ CSA □ CSB □ csc □ C9A □ C9B C 072 Thrle Beam Barrier Emergency Passageway Crash Cushion, Sand Fl I led Portable Scale Pad and Approach Slab Detatls Chain Link Fence Barbed Wire and Wire Mesh Fences Curbs, Dikes and Driveways CRIB WALLS Battered Wal I- Battered Wal 1- Vert I ca I Wa I I - Vert I ca I wa I I - Types A,B and Types D,E and Types A,B and Types D,E and Reinforced Concrete Crib Wal I- Reinforced Concrete Crib Wal I- Reinforced Concrete Crib Wal I- Reinforced Concrete Crib Wal I- Reinforced Concrete Crib Wall- and Stretcher Details Types A,B,C,D,E and F-Header Design Data for Reinforced Concrete Crib Wal I Foundation Pressure-Battered Wal I Reinforced Concrete Crib Wal I Foundation Pressure- Vertlcal Wal I Steel Crib Wal I-Construction Detal Is Steel Crib Wal I-Design Data Steel Crib Wal I-Design Data Timber Crib Wal I-Types A,B,C and D Timber Crib Wal I-Types A,B,C and D-Deslgn Data DRAINAGE Drainage Inlets C F C F □ □ □ C □ □ □ C C C □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ C □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ 073 D74A D74B D74C 075 077A 077B D77C 078 079 D80 081 082 D84 D85 086A 086B 086C D87A 087B 087C D88 D88A D89 D90 D93A D93B D93C 094A 094B 095 097A 097B 097C 0970 097E 097F 097G 097H 098A 098B 099A 099B D99C 0990 HI H2 H3 H4 HS H6 H7 H8 Tl T2 T3 T4 T7 TIO TIOA Drainage Inlets Drainage Inlets Drainage Inlets Drainage Inlets Detal Is Pipe Inlet Grate Detal Is Blcycle Proof Grate Detalls Alternatlve Hinged Cover for Type OL and OS Inlets and Trash Rack for Type OCP Inlet Gutter Depressions Precast Reinforced Concrete Pipe-Direct Design Method Cast-In-Place Reinforced Concrete Single Box Culvert Cast-In-Place Reinforced Concrete Double Box Culvert Cast-In-Place Reinforced Concrete Box Culvert Mlscel laneous Detal Is Box Culvert Wlngwal Is-Types A,B and C Box Culvert Wlngwal Is-Types D and E Box Culvert Warped Wlngwal Is Pipe Culvert Headwal Is, Endwal Is and Warped Wlngwal Is Arch Culvert Headwal Is, Endwal Is and Warped Wlngwal Is Overslde Drains Overslde Drains Underdralns Construction Loads on Culverts Strut Detalls for Structural Steel Plate Pipes, Arches, and Vehlcular Undercrosslngs Pipe Headwal Is Pipe Culvert Headwal Is, Endwal Is and Wlngwal Is-Types A,B and C Pipe Riser Connections Drainage Inlet Riser Connections Pipe Riser with Debris Rack Cage Metal and Plastic Flared End Sections Concrete Flared End Sections Concrete Arch Culverts Corrugated Metal Pipe Coup I Ing Details No. Bond Bar and Strap and Angle Connectors Corrugated Metal Pipe Coupl Ing Details No. and Flange Detalls Corrugated Metal Pipe Coupl Ing Detal Is No. Universal Couplers Corrugated Metal Pipe Coupl Ing Detal IS No. Bands I-Annu I or Coup I Ing 2-Hat Band Coupler 3-Hel teal and 4-Hugger Coup I Ing Corrugated Metal Pipe Coupling Details No. 5-Standard Joint Corrugated Metal Pipe Coupling Details No, 6-Positive Joint Corrugated Metal Pipe Coupling Details No. 7-Positive Joints and Downdralns Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe Standard and Positive Joints Slotted Corrugated Steel Pipe Drain Details Slotted Corrugated Steel Pipe Drain Details Structural Section Drainage System Detalls Edge Drain Outlet and Vent Detalls Edge Drain Cleanout and Vent Details Cross Drain Interceptor Details HIGHWAY PLANTING Plantlng and Irrigation-Abbreviations Plantlng and Irrigation-Symbols Plantlng and Irrigation-Detal Is Planting and Irrigation-Detal Is Plant Ing and Irrigation-Detal Is Plant Ing and Irrigation-Detal Is Plant Ing and Irrigation-Detal Is Pl anting and Irrigation-Detal Is TEMPORARY FACILITIES Temporary Crash Cushion, Sand FIi led Temporary Crash Cushion, Sand FIi led Temporary Rall Ing <Type Kl Temporary Traffic Screen Construction Project Funding Identification Signs Traffic Control System for Lane Closure on Freeways and Expressways Traffic Control System for Lane and Complete Closures on Freeways and Expressways C Tl I □ Tl2 □ Tl3 □ Tl4 □ TIS □ Tl6 □ Tl7 □ BO-I □ B0-3 □ B0-5 □ B0-13 D B2-3 □ B2-5 □ B2-6 D B2-8 □ B2-9 □ B2-I 0 □ RSP 82-11 □ B3-I D B3-2 □ B3-3 D B3-4 D B3-5 D B3-6 □ RSP BJ-7 D B3-8 □ B3-9 C B3-I I □ B6-I □ B6-I 0 □ B6-21 □ B7-I □ B7-5 □ B7-6 □ B7-I 0 □ B7-I I □ BS-5 □ Bl 1-7 □ Bl 1-47 □ Bl 1-51 D Bl 1-52 D Bl 1-53 □ Bl 1-54 □ Bl3-I □ B 13-2 □ Bl4-I □ Bl 4-3 □ Bl 4-4 □ Bl 4-5 The Revised Standard Plans <RSPl and New Standard Plans <NSPl which aoolv to this contract are Included as tndtvldual sheets of the proJect plans. USER NAME = > s 13 DIST, COUNTY ROUTE NIA NIA NIA KI LQIETER POST TOTAL PROJECT NIA 3 17 Th/J Sta/8 or Cq/fforrla or "s officers or ageds lilrlll Id be responsible for IIIIJ accurac/ or Cl)lffietBflBSS or elsctrcnlc OC(Jlss or tlis plan sh/Jet, NIA To accompany plans dated-------- Traffic Control System for Lane Closure on Multllane Conventlonal Highways Traffic Control System for Lane Closure on Multllane Conventlonal Highways Traffic Control System for Lane Closure on Two Lane Conventlonal Highways Traffic Control System for Ramp Closures Traffic Control System for Moving Lane Closure on Multllane Highways Traffic Control System for Moving Lane Closure on Multllane Highways Traffic Control System for Moving Lane Closure on Two Lane Highways Br I dge Deto I I s Bridge Detal Is Bridge Detal Is Bridge Detal Is BRIDGE 400 mm Cast-In-Ori I led-Hole Concrete PIie PIie Detalls-Class 400 and Class 625 PIie Detalls-Class 400C and Closs 625C PIie Detolls-Class 900 and Class 900C Load Test Pl le Detol ls <ll Load Test PIie Detolls <21 Llxu:I Test Pile De/alls (31 Retaining Wal I Type I-H=l200 Through 9100 mm Retaining Wal I Type I-H=9700 Through 10 900 mm Retaining Wal I-Type IA Retaining Wal I-Type 2 Counterfort Retaining Wal I-Type 3 Counterfort Retaining Wal I-Type 4 Retaining Wall-Type 5 Reta In Ing Wa I I Deto I I s No. I Retaining Wal I Detalls No. 2 Retaining Wal I Type 6-1829 mm Maximum T-Beom Detal Is Utlllty Openings, T-Beam Joint Seals <Moxlrrum Movement Rating= 50 mml Box Girder Detalls Deck Drains Deck Drains-Type D-1 and D-2 Utll tty Opening-Box Girder Ut I I I ty Deta I I s Cost-In-Place Prestressed Girder Details Chain Link Rall Ing Coble Roi I Ing Tubular Hand Roll Ing Chain Link Roll Ing Type 7 Concrete Barrier Type 25 Concrete Barrier Type 26 Slope Protection Detail No. I Slope Protection Detail No. 2 Structural Steel Plate Vehlculor Undercrosslng Comrrunlcatlon and Sprlnkler Control Conduit <Conduit less than 103 mm Diameter> Water Supply Line <Bridge> <Pipe less than NPS 41 Water Supply Line <Detallsl <Pipe less than NPS 41 SHEET 1 OF 2 STANDARD PLANS LIST <July, 1995 Edition> Revised August 28, 1996 Vl l'1 I a> N NO r- 0 ~ z a: t; 0 UJ z -, 0 t!) a: ;= a. c:, >->-I-E8 ""' u '9- Cl RSP RSI Cl RS2 D RS3 D RS4 D SI □ RSP S2 □ RSP S3 D S4 D S5 D SG D S7 D SSA D SSB D SSC D SSD D S9 D SIO D SI I D Sl3 ROADSIDE SIGNS Roadside Signs, Typical lnstallatlon Details No. I Roadside Signs, Wood Post, Typlcal lnstal latlon Detalls No. 2 Roadside Signs, Lanlnated Wood Box Post, Typlcal lnstal latlon Detal ls No. 3 Roadside Signs, Typlcal lnstal latlon Detalls No, 4 OVERHEAD SIGNS OVERHEAD SIGNS-TRUSS Overhead Signs-Truss, Instructions and Examples Overhead Signs-Truss, Single Post Type, Post Types II thru VII Overhead Signs-Truss. Two Post Type, Post Types 1-S thru VII-S Overhead Signs-Truss, Slngle Post Type, Structural Frame Members Overhead Signs-Truss, Two Post Type, Structural Frame Members Overhead Signs-Truss, Structural Frame Detalls Overhead Signs-Truss, Frame Juncture Detalls Overhead Signs-Steel Frame Removable Sign Panel Frames Overhead Signs-Removable Sign Panel Frames, Overhead Formed Panel Mounting Detalls Overhead Signs-Truss, Sign Panel Mounting Detalls, Laminated Panel-Type A Overhead Signs-Truss, Removable Sign Panel Frames 2.794 m and 3.048 m Sign Panels Overhead Signs-Walkway Detalls No. I Overhead Signs-Walkway Detalls No. 2 Overhead Signs-Walkway Safety Roi llng Detar Is Overhead Signs-Truss PIie Foundation OVERHEAD SIGNS-LIGHTWEIGHT D Sl4A Overhead Signs-Lightweight Balanced-Slngle Steel Post Connection and Mounting Detalls D Sl4B Overhead Signs-Lightweight Balanced-Slngle Steel Post Detal ls D Sl5 D SIG D Sl7 Cl SISA D SISB D S2OA D S2OB Overhead Signs-Lightweight, Type A, Connection Detalls Overhead Signs-Lightweight, Type B, Connection Detalls Overhead Signs-Lightweight, Type C, Connection Detalls Overhead Signs-Lightweight, Sign Panel Mounting Detalls, Laminated Panel-Type A Overhead Signs-Lightweight, Light Fixture Mounting Detar Is Overhead Signs-Lightweight Post Details Overhead Signs-Lightweight Foundation OVERHEAD SIGNS-BOX BEAM CLOSED TRUSS ALTERNATIVE D S39 Overhead Signs-Box Beam, Closed Truss Foundation D S4OA Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Members D S4OB Overhead Signs-Box Beam, Closed Truss, Slngle and Two Post Type General Frame Detalls D S4OC Overhead Signs-Box Beam, Closed Truss, Ribbed Sheet Metal Detal Is D S4OD Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Detal ls D S4OE Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Juncture Detalls D S4OF Overhead Signs-Box Beam, Closed Truss, Two Post Type Post Detar Is D S4OG Overhead Signs-Box Beam, Closed Truss, Slngle Post Type Frame Members D S4OH Overhead Signs-Box Beam, Closed Truss, Slngle Post Cantllever Frame Data I Is D S4O1 Overhead Signs-Box Beam, Closed Truss, Slngle Post Cantllever Frame Juncture Detalls D S4OJ Overhead Signs-Box Beam, Closed Truss, Slngle Post Cantllever Post Deta I I s □ S4OK Overhead Signs-Box Beam, Closed Truss, Slngle Post Butterfly Frame Deta I Is □ S4OL Overhead Signs-Box Beam, Closed Truss, Slngle Post Butterfly Frame Juncture Detalls □ S4OM Overhead Signs-Box Beam, Closed Truss, Slngle Post Butterfly Post Deta I I s D S4ON □ S4OP □ S4OO OVERHEAD SIGNS-TUBULAR Overhead Signs-Tubular, Instructions and Examples Overhead Signs-Tubular, Slngle Post Type Layout and Pipe Select Ion Overhead Signs-Tubular, Two Post Type Layout and Pipe Selectlon □ S4OR □ S4OS □ S4OT Overhead Signs-Tubular, Structural Frame Detolls No. I Overhead Signs-Tubular, Structural Frame Detol Is No. 2 Overhead Signs-Tubular Foundation Detalls SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS Cl ES-IA Slgnal, Lighting and Electrlcal Systems-Symbols and Abbreviations Cl ES-IB Slgnal, Lighting and Electrlcal Systems-Symbols and Abbreviations D ES-2A Slgnal, Lighting and Electrlcal Systems-Service Equipment Cl ES-2B Slgnal, Lighting and Electrlcal Systems-Service Equipment Cl ES-2C Slgnal, Lighting and Electrlcal Systems-Service Equipment Notes D ES-2D Slgnal, Lighting and Electrlcal Systems-Service Equipment and TypTcal Wiring Dlagran, Type A Cl ES-2E Slgnal, Lighting and Electrlcal Systems-Service Equipment and Typlcal Wiring Dlagran, Type B D ES-2F Slgnal, Lighting and Electrlcal Systems-Service Equipment and Typlcal Wiring Dlagran, Type C Cl ES-3A Slgnal, Lighting and Electrlcal Systems-Slgnal Heads and Mountings Cl ES-3B Slgnal, Lighting and Electrlcal Systems-Signal Heads and Mountings Cl ES-3C Slgnal, Lighting and Electrlcal Systems-Slgnal Heads and Mountings Cl ES-3D Slgnal, Lighting and Electrlcal Systems-Slgnal Heads and Mountings Cl ES-3E Slgnal, Lighting and Electrlcal Systems-Slgnal Heads and Mountings □ ES-4A Slgnal, Lighting and Electrlcal Systems-Controller Cabinet Detol Is □ ES-4B Slgnal, Lighting and Electrlcal Systems-Controller Cabinet Detol Is D ES-4C Slgnol, Lighting and Electrlcal Systems-Controller Cabinet Detal Is D ES-4D Irrigation Controller Enclosure Cabinet D ES-4E Slgnal, Lighting and Electrlcal Systems-Telephone Demarcation Cabinet Detol ls D ES-4F Slgnal, Lighting and Electrlcal Systems-Telephone Demarcation Cabinet Detol ls Cl ES-5A Cl ES-5B Cl ES-5C Cl ES-5D □ ES-5E Slgnal, Lighting and Electrlcal Systems-Detectors Slgnal, Lighting and Electrical Systems-Detectors Slgnal, Lighting and Electrical Systems-Detectors Slgnol, Lighting and Electrlcal Systems-Detectors Slgnal, Lighting and Electrlcal Systems-Detectors □ ES-5F Cl ES-6A Slgnal, Lighting and Electrlcal Systems-Pedestrian Barricades Slgnol and Lighting Standards-Type I Standards and Equipment Numbering CJ Cl □ ES-6AA ES-6B ES-6C Slgnal Standards-Push Button Lighting Standards-Types 15, Lighting Standards-24.4 m to Foundation Details Posts 21 and 22 48.8 m High Most Light Pole, □ ES-GD Lighting Standards- □ ES-GDA Lighting Standards- □ ES-6E Lighting Standards- □ ES-6F Lighting Standards- □ ES-6H Lighting Standards- Cl ES-6J Slgnal and Lighting Wind Veloclty = I 13 □ ES-6K Slgnol and Lighting Wind Veloclty = I 13 □ ES-6L Slgnal and Lighting Wind Veloclty = I 13 □ ES-6M Slgnal and Lighting Wind Veloclty = I 13 Cl ES-6MA Slgnal and Lighting Wind Veloclty = I 13 □ ES-6N Slgnol and Lighting □ ES-6O Slgnal and Lighting Wind Veloclty = 129 □ ES-6P Slgnal and Lighting Wind Veloclty = 129 D ES-6O Slgnal and Lighting Wind Veloclty = 129 □ ES-6R Slgnal and Lighting Wind Veloclty = 129 □ ES-6RA Slgnal and Lighting Wind Veloclty = 129 Types 30 and 31 Type 32 Types 30 and 31, SI Ip Base DetoTls 10 Degree Type 10 Degree Type, Detalls Standards-Case I Arm Loading, km/h, Arm Lengths 4.5 m to 9, Im Standards-Case 2 Arm Loading, km/h, Arm Lengths 6. Im to 9. Im Standards-Cose 3 Arm Loading, km/h, Arm Lengths 4.5 m to 13.7 m Standards-Case 4 Arm Loading, km/h, Arm Lengths 7.6 m to 13,7 m Standards-Cose 5 Arm Loading, km/h, Arm Lengths 15.2 m to 16.8 m Standards-Type 40-0-129 Standards-Case I Arm Loading, km/h, Arm Lengths 7.6 m to 9. I m Standards-Cose 2 Arm Loading, km/h, Arm Lengths 6. I m to 9, I m Standards-Cose 3 Arm Loading, km/h, Arm Lengths 6. Im to 13.7 m Standards-Cose 4 Arm Loading, km/h, Arm Lengths 7.6 m 13.7 m Standards-Case 5 Arm Loading, km/h, Arm Lengths 15.2 m to 16.8 m Cl ES-6S □ ES-6T □ ES-6TA □ ES-6U □ ES-6V Cl ES-7A Cl ES-7B Cl ES-7C Cl ES-7D □ ES-7E □ ES-7F Cl ES-8 □ ES-9A □ ES-9B Cl ES-1O □ ES-I I □ ES-12 Cl ES-13 Cl ES-14 □ ES-15 □ ES-27A □ ES-27B □ ES-28 Cl ES-29 □ ES-3O Cl ES-32A Cl ES-32B CJ ES-33 □ NSP A77GA Cl NSP ABB □ NSP A90 □ NSP TS The Revised Standard Plans CRSPl and New Standard Plans CNSPl which aoolv to this contract are Included as lndlvldual sheets of the orolect olans. USERNAME => s 13 DIST, COUNTY ROUTE N/A N/A N/A KI LOIETER POST TOTAL PROJECT N/A 4 17 Tm State of CaJTforria or ns officers or ag,,ds 8/tJII nd be respons/bl& for ,,., accuracy or ccnrifleM88 of electron/a CO()los of ms f)lan lih!Jlt. N/A To accompany plans dated-------- Slgnal and Lighting Standards-Detalls No. I Slgnal and Lighting Standards-Detalls No. 2 Slgnal and Lighting Standards-Pole and Mast Arm Alternatlves Lighting Standards-Types 10 and 15 Sllp Bose Insert Slgnal and Sign Standards-Type 33 Left Turn Slgnal, Lighting and Electrlcal Systems-Electrlcal Detalls, Structure lnstal lotlons Signal, Lighting and Electrlcol Systems-Electrlcal Detalls, Structure lnstal lotlons Signal, Lighting and Electrlcal Systems-Electrlcal Details, Structure lnstal latlons Slgnal, Lighting and Electrlcal Systems-Electrlcal Details, Structure lnstol lotions Signal, Lighting and Electrlcal Systems-Electrlcal Details, Structure lnstal rations Signal, Lighting and Electrlcol Systems-Flush Sofflt Lumlnalre Modification Detar Is, Structure lnstal ration Signal, Lighting and Electrlcal Systems-Pull Box Detalls Signal, Lighting and Electrlcal Systems-Conti lever Flashlng Beacon, Types 9, 9A and 9B Signal, Lighting and Electrlcal Systems-Cantllever Flashing Beacon, Types 9, 9A and 9B Slgnol, Lighting and Electrlcal Systems-lsolux Diagrams Slgnol, Lighting and Electrlcal Systems-Foundation lnstal latlons Slgnol, Lighting and Electrlcal Systems-Pedestrian Undercrosslng Fluorescent Lighting Fixture Slgnol, Lighting and Electrlcal Systems-Spllclng Detolls Slgnol, Lighting and Electrlcal Systems-Wiring Detalls and Fuse Ratings Slgnal, Lighting and Electrlcal Systems-Pedestrian Overcrosslng Fluorescent Lighting Fixture Slgnol, Lighting and Electrlcal Systems-Extinguishable Message Sign, 250 nm Letters Slgnal, Lighting and Electrlcal Systems-Extinguishable Message Sign, 250 nm Letters Slgnal, Lighting and Electrlcol Systems-Extinguishable Message Sign and Flashing Beacons SIGN ILLUMINATION Sign II lumlnotlon-Mercury Sign II lumlnatlon Equipment Sign II lumlnotlon-915 nm Fluorescent Sign Illumlnotlon Equipment Sign II lumlnotlon-Sign II lumlnatlon Equipment Sign II lumlnatlon-Sign II lumlnatlon Control Sign II lumlnotlon-Internally Illumlnoted Street Nome Sign NEW STANDARD PLANS Anchor Assembly <Breakaway.Type Ml-Hardware and Post Details Curb Romp Detolls Accesslble Parking Temporary Terminal Section <Type Kl SHEET 2 OF 2 STANDARD PLANS LIST <July, 1995 Edition> Revised August 28, 1996 l,..n.1..1-rn&l"'"T" "'" ,.._-,0'2 I C: C> u -1-<D <D .c: (/) / It) 0 0 00 0 C: ..., ,,,,, (/) V) A II w ::!: <! z 0:: w V, :::, in 16.0 15.0 16.0 15,0 0 16.0 15.0 Station + '() IS m + I() + + + + " + + II h+l"ll"I I 1500 ALL DIMENSIONS ARE SHOWN IN METERS EXCEPT AS NOTED + 'O +• 0 NO. CD ® @) @ DATE BY R 10.668 10.668 180.000 180.000 16.0 15.0 16.0 15.0 16.0 15.0 CURVE DATA b,. L T 87"43'26' 16.334 10,252 89"59'06' 16.755 10.665 3• 48' 55' 11. 986 5.995 3• 48' 55• 11. 986 5.995 CONSTRUCTION NOTES• 4 CURB RAMP PER DETAIL SHT 17 I REMOVE CURB AND GUTTER A2-200 CURB AND GUTTER 3 150MM PCC SIDEWALK 5 PCC DWY GUTTER w/DROP INLET MATCH EXIST SEE CONSTRUCTION DETAILS SHEET 6 LEGEND• ~ PAVEMENT STRUCTURAL SECTION SEE TYPICAL CROSS SECTIONS SHEET 2 TEMPORARY CONTRUCTION EASEMENT <TCE> WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CALIF. 92802 LAYOUT PUBLIC WORKS DIRECTOR R.c.E.N0.16791 BIRCH STREET WIDENING DATE DESCRIPTION APP'D. DESIGNED SRL DRAWN zc CITY OF NEWPORT BEACH R-57O3-5 f-----'--_.__ ____ REV-IS-IO-NS _____ L.,_--+c=HE=cK=ED~T-AK---+.,o=ATE~4-/-l/_9_7---! PUBLIC WORKS DEPARTMENT SHEET 5 OF I 7 "' "' "' "' "' "' "' "' "' "' u <!>W "'a. "'V, <!>Z <1><.'.l <!>D a:"' W<I> V,"' :::, "' "'"' "'"' "'"' "'"' "'"' "'"' A II w :::. ... z a: w V, :::, I <v.'v. ADJACENT SIDEWALK J SHALL BE6' CONC. ~---EXISTING JOINT MAT' L CTYP) I I-C, <.:>-__JZ:,:: 0-c:::z::.:: I-Z__J Z-<C O<.:>:,:: uww (DC, w -_JI-(/) CD <C <( __J 1-Vl __J Vll-::J ::JZLL ....,_ ClOLL <(""")Q I. 219 PAVEMENT STRUCTURAL CROSS SECTIONS SEE TYPICAL SECTION SHT 2 J 2.440 ~ W 2.440 TOP OF CURB LINE A PLAN CURB OPENING FLOW LINE OF GUTTER PPROACH BOTTOM(W 2.440 MIN 7.315M MAX 9. I 44M BOTTOM OF 1CURB ELEVATION I. 220 DEPRESSED---,---SIDEWALK ROUNDED 1 -:10:t. MAX· --:-_ SECTION A-A TYPE m mm I. 220 COMMERCIAL DRIVEWAY APPROACH NO SCALE I. 219 TOP OF CURB BW y 150 mm THICK PCC SLOPED 'X'AREAS AND SLOPED DRIVEWAYS SHALL HAVE A COARSE BROOM FINISH. * MATCH EXIST. DECORATIVE CONCRETE FOR DRIVEWAY AT STA. 5+24.224 PAID FOR AS MINOR CONCRETE (MISCELLANEOUS CONCRETE) LOCATIONS ON BIRCH STREET WEST SIDE EAST SIDE ELEV STA 4+ 79.217 STA 5+24.224 * STA 5+28.067 STA 5+62.033 A (15.742±) (15.434±) (15.246±) (15.341±) B (15.700±) (15.418±) (15.252±) (15.325±) C (15.656±) (15.410±) (15.266±) (15.310±) D 15.515 15.044 14.900 15.013 E 15.473 15.028 14.906 14.997 F 15.429 15.020 14.920 14.982 G 15.512 15.029 14.875 15.000 H 15.449 15.004 14.882 14.973 I 15.383 15.000 14.905 14.950 J 15.595 15.103 14.938 15.066 K 15.396 14.911 14.753 14.876 L 15.327 14.882 14.760 14.851 M 15.254 14.874 14.787 14.826 N 15.424 15.060 14.979 15.006 4.533 7.806 6.914 6.569 0.0 TCE MATCH EX I ST I NG* SEE OUTLET DETAIL HEREON ::.:: __J <( :,:: w Cl PLAN CURB OPENING ELEVATION I. 220 I. 220 DEPRESSED SIDEWALK <t ROUNDED BW y ('_ VARIES rrrn I 5 O rrrn PAVEMENT STRUCTURAL THICK PCC CROSS SECTION SEE 100 rrrn AC <TYPE B>* TYPICAL SECTION SHT 2 ...;-.;;5~0-rrrn-~AriBs--c(~C~L7A~SrS~2-) ~ SECTION A-A TYPE II COMMERCIAL DRIVEWAY APPROACH NO SCALE SLOPED SIDEWALKS AND SLOPED DRIVEWAYS SHALL HAVE A COARSE BROOM FINISH. LOCATIONS ON BIRCH STREET WEST SIDE ELEV ST A 4+60.591 A (15.530±) B (15.438:t) C (15.455±) D 15.691 E 15.654 F 15.616 G 15.713 H 15.629 I 15.568 J 15.798 K 15.531 L 15.629 y 2.160 NO. 4 BAR 400 rrrn LONG R=4.572 I OOrrrn ( 4' > C IP CTYP I CAL> EXISTING PCC GUTTER rrrn rrrn DROP INLET PER DETAIL HEREON BACK OF WALK OF CURB LL u PLAN o:::;: r---- FINISHED PARKWAY GRADE TCE I. 500 100 mm (4") Cl PIPE SLOPE=21 rrrn/m (MIN.) VAR - DATE BY NOTES: 900 mm , PCC SECTION A-A NO SCALE "1" If) (\J SEE INLET DETAILS HEREON OUTLET DETAIL NO SCALE 900 mm ALHAMBRA A2422 350 mm x 600 mm < 14' x24') FRAME AND GRATE OR EQUAL I DROP INLET NO SCALE PCC DRIVEWAY GUTTER W / DROP INLET 150 mm I. ALL EXPOSED METAL SHALL BE GALVANIZED AFTER FABRICATION. ALL EXPOSED CAST IRON FIXTURES SHALL HAVE A BITUMINOUS COATING. 2.CONCRETE SHALL BE 560-C-3250 APPROVED DATE PUBLIC WORKS DIRECTOR R.C.E. N0.16791 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CALIF. 92802 CONSTRUCTION DETAILS BIRCH STREET WIDENING C-2931 OESCRIPTKlN APP'D. DESIGNED SRL DRAWN zc CITY OF NEWPORT BEACH R-57O3-5 I. 219 ALL DIMENSIONS SHOWN IN METERS EXCEPT AS NOTED f--~-~---R-EV-IS~-NS----~~-----tcac=HECK=ED-T_A_K-+o~AT=E -4/-1/_9_7-< PUBLIC WORKS DEPARTMENT SHEET 6 OF I 7 w :::;; <t z 0:: w Vl ::::, l F1\·-, ·F··-----·--i-- W w .. a::. ........ ····-··-·· I- V> ....J 0 I- V> 0:: CD :::c l-o:: 0 z o·' w z:i::: OU 1-1-l/l <(Z C..::!:0 ::::. w :JOO:: 1-W Vl :I: _J _J_J E<t-'° 3: <( • 1- 1") ~ W UC 1-0 U_.W ::>mw a: Vl 1-a: VlW • Zl-1- 0ZVl U<t-_.X a:c..w ,\ ; \ ' ' .' \ 6+00 co_:. ______ --------------·····-··--·----····-·······--·-····------- + u,1---------------------··-·-······-··-·····--·.-------------------····------C 0, uw aiz ......... . L -::i ....J + ::i 0 / tn g <t ~ ~ C RAI ING ---------PACIFIC BELL ·l-9.:£~&-·-· CABINET 8 la· <200ITTTI> VCP SEWER REMOVE AND RECONSTRUCT 6.0m OF 8' 1200mml VCP SEW R JOIN FL AND FIRST PIPE JOINT UPSTREAM OF EXISTING SSMH -JOIN FL OS-DEPTH VARIES-APPROXIMATELY 1.14 m SEWER DETAIL SCALE• 1,200 I i l{) I ~ ::::::::::!-••······-----·.····•-··············-~·'<:I" ... APN i OIN AT BACKFLOW ---------- HER i 1· ' L ____ _J r--.;.-;. :-.... -----------------------X ·1-::===:r=============:::;:::::= ··········~: .. LI.J.. ••••••••••••••••••••••••• ··-·········· -0-1-z ~ --_ 2_1~~3fl:.~~1 i TEPs 31:10. 3/n WI!) r-· ' 1TH RAILING NSTALLED ON EACH SIDE TO MATCH EXIST. RAILING ON EXIST. STEPS CONSTRUCT MASONRY CONCRETE BLOCKWALL ------·-·t·.. ·.-----·----_::_-·t .. ~j- 6 8 SEE DRAINAGE SHEETS t~;~~-/TO JOIN f _:;:c__ u I-< ······-·············~- 5 BACK OF WALK AND PARKING CURB I 0.91441 ; L i / i ! ...J 8 ---,-,--- ! i • CONSTRUCT I ON NOTES•- 2 WARN!, NG I i I ADJUST TO GRADE , SIGN RELOCATE APN 427-231-25 PROTECT IN PLACE TO BE RELOCATED BY OWNER 8' VCP SEWER [[I GRADE FROM 0.3m BACK OF SIDEWAL TO JOIN EXISTING OR AS SHOWN (§] RECONSTRUCT SIDEWALK ON PRIVATE J'.IYPE 6B STD PLAN B3-I I ( TQ MATCH EXISTING ( <. PROPERTY TO MATCH EXISTING [TI REMOVE INTERFERING PORTIONS ([) SAWCUT J 3 EX I ST I NG \\ BLOCKWALL BLOCKWALL DETAIL SCALE• I• 100 MANHOLE DETAIL SCALE• ~etr/c ALL DIMENSIONS ARE SHOWN IN METERS EXCEPT AS NOTED DATE PUBLIC WORKS DIRECTOR R.C.E. N0, 16791 ffiJ RECONSTRUCT CURB AND GUTTER LEGEND• ~ WIDENING CONSTRUCTION ----TEMPORARY CONTRUCTION EASEMENT GRADING JOIN LINE D CONCRETE SIDEWALK TO MATCH EXISTING WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 C-2931 CONSTRUCTION DETAILS BIRCH STREET WIDENING DATE BY DESCRIPTION APP'O. DESIGNED SRL DRAWN zc CITY OF NEWPORT BEACH 1-=::...1....:.:_....L __ _::.:RE::..:v .... lslONS------------'--t,cHFittEciiiKED~T;:-;A~KIIDiiiATE~4;7."1;-;;9;:;71 PUBLIC WORKS DEPARTMENT R-5703-S SIEET 7 OF 17 C CJ) u c CJ -0. L u ✓ LO 0 0 a, 0 C ~ ..,.,, u,V> A II w ::E < z 0:: w If) ::, LEGEND• 0 DRAINAGE SYSTEM NUMBER @ DRAINAGE UNIT ~ DRAINAGE INLET CD CURVE NUMBER FOR RADII PI PE I I ' I i i ,· f i I : j I"-REMOVE it\' \ I pOO mm f24'l~ m RCP 44+23. 280 ~ORTH BR I STOL·-;;· =4+29.790 [11RrHiST! ..,/ --•••••••.... _· __ -: ••• ·----•••• J.1. ••••••••.••• , ~~~:~ :2~:s-y:~~: '.:: : . :· 8N40'39'11'E4+00! 2 a:: co :c l-a:: 0 z -REMOVE 200rrm <8' l x2m CI P w •• 200mm 18') x2m CIP MA .CH AND JOIN EXI _,,,, :.· J1 1' 600rrm 124' l x91 •·• RCP .. I )-l.l>~.!.!... EMO mm 124' l x RC .~: ••• '-ABANDON-i3 75···nm•···rr5•· -·," -I 6 RCP i 8 • • • ----5 + / - - -150~(6;-)--- 1 MATCH AND JOIN EXIS CONC COLL 450nm( 18') X ABANDON INLET I• 500 6+00········· 2 4 ABANDON 375nmCl5'lx6m RCP REMOVE INTERFERRING PORTIONS ALL DIMENSIONS ARE SHOWN IN METERS EXCEPT AS NOTED TRENCH SHEETING OR SHORING IF USED SPRING LINE TRENCH SHEETING OR SHORING IF USED ~1-111m::~-150 MM \ 0.4 O.D. UNDISTURBED SOIL, TYPICAL I. TRENCH WIDTH SHALL BE O.D. + 300 MM MINIMUM, OR O.D. + 500 MM MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. 2, BACKFILL SHALL BE PER CITY OF NEWPORT BEACH STANDARD SPECIFICATIONS SECTION 306-1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90 PERCENT MINIMUM. 3. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONSTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH ANO/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. 4, BEDDING SHALL BE PER CITY OF NEWPORT BEACH STANDARD SPECIFICATION 306-1.2.1, EXCEPT THAT: <Al CLASS IOO-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTORS OPTION AND SOLE EXPENSE. (Bl HAUNCH BEDDING SHALL BE HAND TAMPED TO 90¼ RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, ANO ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEWUPON THE REMAl'IDER OF BEDDING <ABOVE SPRINGLINEl MAY BE COMPACTED CONCURRENTLY WITH THE BACKFILL. 5, TRENCH RESURFACING SHALL BE PER TRENCH RESURFACING OET AIL HERON. PIPE BEDDING DETAIL NO SCALE I. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER CITY OF NEWPORT BEACH STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT: !Al ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 100 MM THICK <BlAPPLY TACK COAT ANO FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN 300 MM OF THE CONTACT JOINT TRENCH RESURFACING DETAIL NO SCALE THIS PLAN ACCURATE FOR DRAINAGE ONLY NO. BC R CD 5+68.294 6.858 DATE BY DATE CURVE DATA b,. 90"00'00' PUBLIC WORKS DIRECTOR R.C.E.N0.16791 L T EC 10. 773 6.858 5+61.436 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CALIF. 92802 DRAINAGE PLAN BIRCH STREET WIDENING C-2931 DESCRIPTION APP'D. DESIGNEO SRL ORAWN zc CITY OF NEWPORT BEACH R-57O3-S f---'---'------------1...-.--l=~--+c~----l REVISIONS CHECXEO TAK OATE 4/1/97 PUBLIC WORKS DEPARTMENT SHEET 8 OF I 7 C OI u ,-.. CTI I 0 L 0. L u / 1/l 0 0 ro 0 C ~ r,:,/ rJJl/l A II w ::; <I z 0:: w 1/l ::::l 15.0 14. 0 7 15.0 -. 14.0 m =\t ~ ----..... ·~ K r-- --,., c-- = + - '" ~ -~ I-'- ~He ,,, > JO -- - . =1=0 ':N'.I l=C; Cl m =· -G-= In - 1/'l -4 ~ E l.[L.L ~ • >-A~ ~-=' I -I l "' M" ,._ ~ 1.1" -"'~ m Jl:I i:re a: -l"F-,, ..,,, - = ~ .. -ala I =-+-}· -_, --= ~ -· . _,.._ _._ --I -~ aE rbJ~ ---=--= z 'F--.. J--- ,__.R -MC i[:: ?O D- = 112 = = -- N !:!_ /- ::i:: = - -H ·~ i lb: ,::. t. -,.~ nn, - t--- U-~ e.-h--1 ----~ l±f __, ~- ~ :e -+ •---2n ±I E -~ . = ---~-c ~, I= -- -- <al ~~ ~ 1-c -16.0 tf- 0 --· --N=• ,= -}; 15.0 -X~ ~~ a re a) -. ~ -~ -en !,Mn [=l a) = 15.0 N V) -0 i(! ~ e:-~ " ~-< ~Er· n; \ 'lrr fl=- ~ 1/'l ,:.. ::>CO-at;r 14.0 ,_ j_ ::,;,,,'-■ -~ - ~ I ·- I m I I I I I I l I I -0 I V 14.0 ~ ,, <) (tl'\RSA. 'i = = ,~etric ~ No. "AI,~EI Ex-::-J'//31 /97 J> ~ WILLDAN ASSOCIATES CIVIL ~ 888 S. WEST STREET ~l"t OF CAL\~' ANAHEIM, CALIF. 92802 -C-2931 m---l: APPROVED DRAINAGE PROFILES 5 = PUBLIC WORKS DIRECTOR R,C.E. N0.16791 BIRCH STREET DATE DATE BY DESCRIPTION APP'D. DESICNED SRL IDRAWN zc CITY OF NEWPORT BEACH T R 5703-S REVISIONS CHECKED TAK IDATE 4/1/97 PUBLIC WORKS DEPARTMENT lslEET 9 OF 17 C O> TI i, + u C 0 L TI / "' 0 0 "' 0 C ~ ,...,,,,. UJ UJ A II w :::;; <! z 0:: w <ll ::::, DRAINAGE QUANTITIES 00 RCP 0 z :::;; LL.I I-V> >-VI LL.I (!) <( z <( a: 0 LL.I -I.LIO:: ...J 0.(!) 0.(!) I-LL.I I-::> VILLI -z -z 0:: ...J LL.II-:JI.LI ui= ui= ~ ~ 1-t;:i ~ ~ [!i !:: 5g 8:n =-~ ~VI ,q-CO ~ ~ 5 3 ~ ~ LL.I Z ZO:: Z <X>X u:>X N - Z -U .c U 0. ::, g:;; 5~ -LL.I -LL.I --z z z a. :::;; ~ ~ a:a: ;j<t ~5 ~5 ~ ~ ~ 8 8 8 ~ ~ 1-< 00 uz 1-I-~ z z z ~ -z ::i:: I-LL.I ...J z LL 0 1-::i:: (!) ::: ZZ ~~ O~ O<t o o i;'i <( iilj <( .c X <( :::;;25 ::::;-2-~2! ~ ~ a: ~ <( ~ ~ ~ ~ ~ ~ t--M-P...-1--K-G---1-M-11-M--t---M-t-M-1t-E-A-+--E-A--t--M--t-E-A--t--M--t--M----t-E-A--t--M--1 a 3.355 77 P.986 b 2 P.78E S C d 2 DESCRIPTION OL-A INLET/SO mm LO 600 mm C24"l RCP/CONCRETE COLLAR REMOVE INLET REMOVE 600 mm <24') RCP 2 a 1.770 77 0.891 OL-A INLET/50 mm LO b 1.470 77 C 1.791 77 d 4.580 77 e 2.440 77 f 1.517 77 g 2 h 16 5 15 k 7 2 m 9 n 35 0 p q r s t 9 u 6 V 18 ). 446 S 0.441 0.845 ::,, 748 ::>. 464 S ::>. 561 S o. 681 p.972 OL-A INLET/SO mm LO P.93C OL-A INLET/SO mm LO P.848 JS NO I , . 161 INLET PER APWA STD 307-2 CASE A W/50mm LD 1.041 OL-A INLET/SO mm LO 150 mm C6'l CIP CMA TCH EXISTl/CONC COLLAR 450 mm <18'l RCP 450 mm <18'> RCP 450 mm <18'> RCP 450 mm Cl8'l RCP 200 mm(8'lCIP <MATCH EXISTl/CONC COLLAR 600 mm <24'> RCP/CONCRETE COLLAR 450 mm <18'> RCP ABANDON INLET REMOVE INLET REMOVE INLET ABANDON MANHOLE REMOVE INLET ABANDON 375 mm CIS"l RCP ABANDON 375 mm (15') RCP ABANDON 375 mm (15') RCP STATION 7.985 RT STA 44+49. 158 $N BRISTOL ST 8. 0 ± RT STA 44+48± i N BR I STOL ST 13.664 RT STA 5+18.352 i BIRCH ST 17. 174 RT STA 5+32.534 i BIRCH ST 12.898 RT STA 5+37.518 i BIRCH ST 2.800 LT STA 5+36.378 i BIRCH ST 10.454 LT STA 5+35. 199 i BIRCH ST 9.800 LT STA 5+69.294 i BIRCH ST 9. 8 ± RT STA 5+20± i BIRCH ST 14.3± RT STA 5+32± i BIRCH ST 9. 8 ± RT STA 5+37± i BIRCH ST 7.5± RT STA 5+25± i BIRCH ST 9.8± LT STA 5+35± i BIRCH ST 00 ~ :::;; LL.I z I-< VI ...I >-a. VI LL.IO LL.I (!) z (!) <( <( z I-z -LL.I -<( LL.I <( a: ::i:: a: C VI O 8 I 1- z ::::> LL.I (!) <( z <( a: 0 a b C d 8 2 O b C d e f g h k m n 0 p q r s t u V ,. 2. 3. Notes• For mlnlrrum al lowoble class of RCP See Standard Pion A62D. LEGEND AND ABBREVIATIONS S -Standard Joint Type P -Positive Joint Type Al I positive Joints shol I be water OL-A-Drolnoge Inlet Type tight. I -With The precise determination of the LO-Local Depression fol I owing Items wt 11 be mode by the engineer In the field• station skew, t -Station Line length, fl elevation and depth of APWA-Amerlcon Pub! le Works structure 'H". Associations - w 2 REMOVE 200 mm (8'> CIP w {'"~~ t,rSA&.J~~~ x 7 REMOVE 150mm <6'l CIP x ' (-1 _,._L_ I" i------t--y----t------t---+------t----t---t--t------,,----t---+-----t--9----t---+------t---+--R-EM-◊-V-E-6-0-◊-mm-(-24-.-)-RC-P-------t-------------------,--j-----,-y-----t r\ r ~i«,~~ .E ~WILL DAN ASSOCIATES l----'------+---+---l--+--+---+---+--+--+--1---+---+---+---+--+-------------------'------------------+--..__---'---I ! V . ~,... 888 s. WEST STREET ~~nr 116.923 462 2 2 11 68 3 2 33 I 20 SHEET TOTAL .....,,,,=L-llVL etric ~~ ANAHEIM, CALIF. 92802 C-2931 APPROVED DATE PUBLIC WORKS DIRECTOR R.C.E. N0.16791 DRAINAGE QUANTITIES BIRCH STREET DESCRIPTION APP'D. OESIGIEO SRL DRAWN zc CITY OF NEWPORT BEACH I R-57O3-S i--~-~----RE-Vls-10-Ns-----~--+=cHE=ci~ED-T_A_K ..,D~AT=E -4/-1/_9_7__, DATE BY PUBLIC WORKS DEPARTMENT lsttm I O OF I 7 C CJ> 1J >, -f- -f-::, / in 0 0 ro 0 C ~ I")/ (l)Vl "' II w ::a: < z er: w V) ::::, THIS PLAN ACCURATE FOR UTILITIES ONLY 0 0 0 1-.!Xl >-::> OIOZal c.o c.o <( ::> + .a.a: ,q-~ 1- 1--0 I/I 0:. II(.)-1.!) C ,q-1/1 z l"lUO> a, VI :,,: • a. --OCN -1-w- PLAN I• 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN APPROVED DATE PUBLIC WORKS DIRECTOR R.C.E. N0, 16791 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CALIF. 92802 C-2931 UTILITY PLAN BIRCH STREET WIDENING ~D_AT_E__,_B_Y __.__ ___ o_Es_cR_PT_IDN _____ J...A_PP_'D,-+=0E=SIG=NED~s_R_L+,DRA~WN_z_c----l CITY OF NEWPORT BEACH R-57O3-S REVISIONS Cl£CKED TAK DATE 4/1/97 PUBLIC WORKS DEPARTMENT SHEET 1 1 or I 7 C Ql u <J) 0 0 I!) V V 0 / I!) 0 0 al 0 C r--/ .0 -LIT A " w :::; <( z 0:: w Vl :::, SCALE 1•500 VAR..., 8 -3. 6 ,._. ,r+OD SEE STAGE I OF BIRCH STREET OVERCROSSING PROJECT PLANS TO BE PERFORMED IN STAGE 2 OF BIRCH STREET OVERCROSSING PROJECT PLANS f-w w 0:: I- V) I _J 0 f-I V) 0:: co z 0 • ci I') ~ t t •:··· <P I') I'), I') rvi:,{,.,;:,.,; , .. • 2 N '0 I • <;. ~-;,:: ;ci': ~ ,;, • ;: i' • -"'!---'---~~- ,. ,:t t t· '· r ro , f'° I') I'),,.,::.: I ,.,-i ,.,-i ,,; 10:> • . . ··'.;;:'.1ff I <P • ++,- 0::: w LL LL ~ CD 0 l() '<I' . C30· • -. --"-+-- \ I \ '<I' N •• ·'' -~:~. i::_.-:,.:.~-~ • • <{' • Km! • • 0::: 1---' 0 ()) '<I' _... C20 CRT> -- 0 0 N 0 0 N BIRCH I. 2. 3. 4. 5. 6. 7. 8. 9. 45.0 BUFFER 76.0 TRANSITION ' - - .... ·-··-.. 1 L t_ • 6+00-·-• 2 i: :1 :-·-, .. .. , '. • • 4 • •• • -,~r;" I,_•.,': • ( ·-~. . --l,, STREET GENERAL NOTES Traffic control devices shal I conform to the CALTRANS MANUAL of TRAFFIC CONTROL, CALTRANS STANDARD PLANS AND SPECIFICATIONS, dated July 1995, this plan and the speclal provisions. .-• Traffic del lneatars shal I Include a minimum of 2 reflectorlzed 76.2 rrrn bands placed a maximum of 50.8 rrrn from the top with a maximum of 152.4 rrrn between bands. Traffic del lneators shal I be spaced 14.0 m O.C., unless otherwise Indicated. Contractor shal I maintain access to driveways at al I times during construction, and as directed by the Engineer . Contractor shal I lnstal I al I signs, del lneators, barricades and necessary equipment prior to corrrnenclng construction. Al I construction signs Intended to be used during hours of darkness shal I be reflectorlzed or I I lumlnated. Where appl lcable, contractor shal I post temporary 'No Parking" signs with dates and times of parking restrictions. The signs shal I be posted a minimum of 48 hours prior to start of construction. Al I confl lctlng signs shal I be covered during construction. Construction signs shal I be black letters on orange background (reflectorlzed or I I lumlnatedl. Signs shal I be 1.2 m x 1.2 m minimum size. 10. Contractor shol I maintain pedestrian access at al I times. I I. Contractor may perform Birch Street widening construction and traffic hand I Ing per this pion concurrently with Stage I of the Birch Street overcrosslng project. etric 6 ALL DIMENSIONS ARE IN METERS DATE BY DESCRIPTION REV~IONS 8 210.0 QUAIL STREET < ,l: I' ,. -~ . .,.· . . -:~·-·. ~ k . ·-···: I 7+0 •• ·:'O .\'I ,.,j •• i ' ' I,: I QUAIL STREET l-o:: 0 N u ~ t Cl3 LEGEND _., DIRECTION OF TRAVEL O PORTABLE DELINEATORS WITH DOUBLE BASE ~A CONSTRUCTION THIS STAGE ++ TYPE I I BARR I CADE m FLASHING ARROW BOARD @ SIGNALIZED INTERSECTION 4 SIGN AND POST WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 UNLESS OTHERWISE NOTED. APPROVED OA7E PUBLIC WORKS DRECTOR R.C.E. N0.16791 TRAFFIC HANDLING PLAN BIRCH STREET WIDENING DWG. NO. PUBLIC WORKS DEPARTMENT SHEET 12 OF 17 C 01 u .; I 0 I a. 0 I I{) '<T '<T 0 / I{) 0 0 a) 0 C ,-.../ .CJ -L 0- A " w ::; <t z er: w V) ;:J I. 2. General Notes Traffic signing and striping shat I conform to CAL TRANS STANDARD PLANS AND SPECIFICATIONS, dated July 1995, CALTRANS TRAFFIC MANUAL, latest edition, this Plan, and the Special Provisions. tnstal I two-way blue reflect Ive marker at every fire hydrant. 4.9 BIRCH r0 r- w t-=> 0 et:: CONSTRUCTION NOTES r.7 INST ALL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT L'..J MARKERS). PAINT, ARROW OR PAVEMENT LEGEND AS SHOWN. 0 PAINT 300 mm WHITE CROSSWALK. [TI INSTALL SIGN($) AND POST<Sl. 0 REMOVE CONFLICTING STRIPING (INCLUDING RAISED PAVEMENT MARKERS), BY WET SANDBLASTING FOR THE LIMITS SHOWN. I. 7 m ; O!Y ~ O~Y O~Y I RGI (MODIFIED) l DETAIL II A" NTS 41--------------------------j N BRISTOL STREET TYPE IV IV VI I N BRISTOL STREET etric c..'.l z CL er: f-l/l ~ l/l X w z 0 --, SCALE I: 500 4 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED. APPROVED PUBLIC WORKS DllECTOR R.C.E. NO. 16191 SIGNING & STRIPING PLAN BIRCH STREET WIDENING DWG. NO. SHEET 13 OF 17 C CJ) u >, t-/ 111 0 0 0:, 0 C ~ ,..,,, (I) (I) A II w ::;; <( z a:: w V, :::J LOCATION AND DESCRIPTION SHEET 5 BIRCH STREET AT N. BRISTOL STREET TOTAL MM SEE DRAINAGE OUANITIES SHEET 10 FOR ADDITIONAL QUANTITIES, UJ I-UJ 0: w u-V) za> <i:- Ow alN Ua.. WV! I->-I-V) .JI-<( <( c:i:-<.:> .J :c WU ll. a:- V) <.:> <( <.:> <( TONNE M3 487 270 487 270 SUMMARY OF QUANTITIES -wo: t-W I-wt-V) o:t-"'w u:::> I-Ua.. z z<.:> UJ >-0 00 -a: .J !z <( -uz z 3: I--o"' wc:i: 00 <( > >[D a.. o"' 00: 0 -!= o:U 1:5:::> -X 0: v w a:~ 0 M M m3 M 721 327 I 23 721 327 I 23 I- 0 z <( z 0: <( 0 I->-UJ V) :c 0 <( V) UJ 0: 3: 0: <.:> w -z u. 0 I-w UJ I-I-I-<( <( V) u u :::> 0 0 -, .J .J 0 UJ w <( 0: 0: EA EA EA 8 2 2 8 2 2 ,~etrlo MINOR CONCRETE (MISCELLANEOUS CONCRETE> [D 0: :::> u M3 24 "' a.. .J ::. <( <( 0: 3: w 0 [D -0: V) :::> u M3 M3 115 6 APPROVED Pl.llLIC WORKS DIRECTOR R.C.E.N0.16791 DATE >-<( 3: w > -0: 0 M3 39 154 I WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CALIF. 92802 C-2931 SUMMARY OF QUANTITIES BIRCH STREET DESCRIPTION APP'D. DESIGNED SRL /DRAWN zc CITY OF NEWPORT BEACH 1--~---'-----RE-VIS-IO-NS-----~-+.c=ttE=cK=rn~T-A-K +./D"'ATC,-E -4-/1-/9-7---1 PUBLIC WORKS DEPARTMENT DATE BY / R-5703-S /SHEET I 4 OF I 7 C O> u "" 0 ::J 0 U) "" sr 0 / U) 0 0 ro 0 C r---/ .0 -L IT A II w 2 c,: z a:: w V1 ::, GENERAL NOTES I. Highway lighting construction shall conform to the CAL TRANS ST AND ARD PLANS and SPECIFICATIONS doted July 1995, this pion, and the SPECIAL PROVISIONS. 2. Al I street I lghtlng pul I boxes not being reused shol I be removed and become the property of the contractor. 3. Contractor shol I notify the City Electrlclan at 644-301 I at least 48 hours In advance of any electrlcol work and prior to any required Inspection. SCALE I: 500 CONSTRUCTION NOTES ri7 RELOCATE ELECTROLIER ON NEW FOUNDATION PER CNB STD-200-L. L'..J INSTALL NEW PULL BOX AND FUSES PER CNB STD-205-L. r?l I NS TALL I¼' PVC CONDUIT WI TH 2-#8 INSULATED CONDUCTORS L..=..J AND l-#8 BARE CONDUCTOR. ~ INSTALL PULL BOX IN EXISTING CONDUIT RUN. [@ SPLICE NEW TO EXISTING CONDUCTORS ~ INSTALL CONDUIT INTO EXISTING PULL BOX. ~ ABANDON, IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. N BRISTOL ST LEGEND r0 r-- , I 8 4+00 0 NEW LOCATION OF RELOCATED TYPE I ELECTROLIER -~•~ EXISTING TYPE I ELECTROLIER TO REMAIN UNLESS OTHERWISE INDICATED 0 NEW No. 3½ PULL BOX EXISTING No. 3½ PULL BOX TO REMAIN UNLESS OTHERWISE INDICATED NEW 11/4' PVC CONDUIT. SEE CONSTRUCT I ON NOTE IT) EXISTING I¼" PVC CONDUIT TO REMAIN UNLESS OTHERWISE INDICATED 00 ., 2 N ·., ''' ., t ',' j N BRISTOL ST ,., , . .r• -~ { •. ~."' ... _==-~-~c::::::::==~~~ffi=~~~s?~~--~:-:-~ .. ,¥'f"'.:=,-~_~~~~~~~~~~i!--•_=-_,,_ ~ .. =-~-... ;::.·_:;,.;:r::.:-{~'.}l~':~-:,__·;:: .. ;,;ti-~-'..,-:o:_~_ ::s ~:::., ·_:_::__ ·_:_ ~---~--- . ::.. -·-..... ·-. . . . • ~• • • • • • I ... 1 6+00 2 DATE 4 I :-... ~i ., '' ,. • • ·•~• ~ l -. }_"!. , ·.--i .. r···· t .•. ! PUBLIC WORKS DuiECTOR R.c.E. N0.16791 TO EXISTING SERVICE AT DOVE ST./CAMPUS DR. WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 STREET LIGHTING PLAN BIRCH STREET WIDENING DESCRIPTION APP'D. DESIGNED s I DRAWN s I CITY OF NEWPORT BEACH -~--'-----RE_VIS_ION-S----~'---+c=HE=cK=EO-C-T-+c-,DA=TE-----j PUBLIC WORKS DEPARTMENT DATE BY DWG. NO. 2/28/97 SHEET 15 OF 17 C CJ> u ,..; 0 ::J 0 l!) 'S!' 'S!' 0 / Ii) 0 0 rt} 0 C r--/ .Q -L CT A ii w ::;, <t z n:: w V) :::) GENERAL NOTES I, Traffic signal and highway lighting construction shall conform to the CAL TRANS STANDARD PLANS and SPECIFICATIONS dated July 1995, this plan, and the SPECIAL PROVISIONS. 2, Locotlon of 011 underground utllltles are 0pproxlmote. The contr0ctor shall exercise extreme care by locatlng an substr-uctures prior to construction, H0nd dig found0tlons until clear of obstructions, Coordinate pole Installations with the Utlllty or Substructure Owners. Contact Underg~ound Service Alert at (800> 422-4133, 48 hours prior to 0anstructlon, 3. Obtain approval for exact equlpment locotlon prior to final placement and perform prellmlnory strlplng layout prior to posltlonlng loops, Except as otherwise noted Inductive loops shall be 1,8 m x 1.8 m, with 3,0 m spaclno ln the direction of travel. Place limit llne loops .6 m Into the crosswalk or past llmlt llne, If no crosswalk. 4. It shall be the Contractor's responslblllty to provide the correct conductors requlred for the Intended operation. 5. New conduit shall be min, Size 53 rlgld metallc unless otherwise noted. 6. All conduit not shown to be reused shall be abandoned and conductors removed. 7. All pull boxes not shown to be reused shall be removed and become the property of the contractor. 8. All vehicle Indications shall be 300 mm, and pull boxes •5, unless otherwise shown. N BRISTOL I! : s TR,E ~ T ' EX. TYPE Ill-BF : ~ SERVICE ENCLOSURE r r-.,,/ • _J -i--+,-~'--EX. SIZE 41 C., INSTALL I . I 2°61SIG), 2°I01LUM> AND 2°I21ISNS) STANDARD LUMINAIRE NO. A B C TYPE HPSV I9A-4-1291N) 9.l(N) 3I0WINl 26A-3-1291N 12.2(N) 310W IA 24A-4-1291N I0,7<N> 3I0W IA IA a ALL EQUIPMENT RELOCATED UNLESS (N) NEW IE) EXISTING Ji,. -MID TENON NOT REQUIRED. POLE VEH. SIG. MTG. MAST ARM MAS,MAS(Nl MAS MAS.MAS OTHERWISE NOTED: ~ SCHEDULE a PED. SIGNAL POLE MTG, 0 SV-2-TB SP-I-CS 6 SV-1-TINl SP-I-CS 6 TV-I-T SP-I-CS 8 SV-1-T(N) SP-I-CS B TV-1-T TP-1-CSIN) 2 TV-2-T SP-I-CS 2 PHASE DIAGRAM """' NOT -NOT USED ◄-► USED 0Z• • PPB QUAD, ARROW w E s s w E GllO.P LT LT RT LT RT RT NOT USED I.S.N.S. Bristol St Birch St Bristol St N N POLE LOCATION !SEE DETAIL 'A') E B C SEE PLAN 0.75 4.2 0.75 3.9 0,75 3.3 0.75 3.9 0.75 REMARKS A ~ -1"'-- - - - -, : .. ;. .. :..;:: ....;. --I. -:--...... _J DETAIL 'A' BIRCH BRIDGE DECK 4+00 5JIU 5JIL 212U 2I2L EX. SIZE 41 C., INSTALL 4 DL I I I I I I I I/ .. ,J.J , , , I II I/ EX. SIZE 41 C,. INST ALL 2 DLC CONDUCTOR SCHEDULE Cl AWG CIRCUIT 28CSC •12 I.S.N.S. SIG.COMMON •10 LUMINAIRE SIZE 41 C,. TOTAL 2 2 5 2 DLC 6 6 6 8 6 6 3 3 TOTAL 16 6 6 10 3 3 CONDUIT SIZE -78 78 53 78 78 53 N=NEW E=EXIST. N N N N N N Cl ALL CONDUCTORS ARE NEW \ ' RC POt..E COMPLl~TE EXCEPT§] YEH HEADS, 1$NS, PED HEiAD, PiAND 'SIGt:!,S TO LOC A. -I LOOPSl6l AB N LOOPSIIO AB - - -- 5 -~--' ------__ _,,..._-- ---I \ ,.-..... , _✓ BJBL • BJBL. I L-L--------'-'--------'-: L......J EX. SIZE 41C., INST ALL I DLC :1 EX. SIZE 41 C., ~1' : 8J6U • 8J6L & 7PR •22 SIC • r TO CONTROLLER AT JAMBOREE ROAD (APPROX. I 000 m> SIZE 41 C,. I DLC 8J7U • 8J7L "" 0--' I-<t ;;,: 01/J •l/l Ll'lo Qn:: u ------- 170 CONTROLLER ASSEMBLY D AUXILIARY EQUIPMENT Loe®. CONSTRUCTION NOTES ,..., ,..; OJ INST ALL TYPE 332 CABINET AND REUSE EXISTING TYPE 170 CONTROLLER ASSEMBLY AND AUXILIARY EQUIPMENT. [I] INST ALL SIGN ON MAST ARM. SCALE: 1:200 DATE BY SIZE 41 C .. 4 DLC STREET DESCRIPrnN 70.0 TO CROSSWALK sroo L.!... ___ _ 1$1 -EXISTING SIGNAL INTERCONNECT --JUNCTION ENCLOSURE DATE PUBLIC WORKS Dll£CTOR R.C,E. ND.16791 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 TRAFFIC SIGNAL PLAN BIRCH STREET DWG. NO. APP'D. DESIG1'£0 BB DRAWN BB CITY OF NEWPORT BEACH 1--~--'-----R-Ev-,s~_N_S ______ ,..__+c=H~EC~KE~D-C-T--1~DA~TE~--'---1 PUBLIC WORKS DEPARTMENT 2/28/97 SHEET 16 Of 17 I Le, I X X x- X X >-CD 0 LL.I 1/) > LL.I a:: r-t-O'\ ct, 01'"> ...J a:: Vl ,>-OCD w t-0 <ti.LI ...JZ ::>O u-_JI/) < LL.I uo 0: w w z C) z w t-u w .., 0 0: 0. :z ~ 0 <( -'-" I--c:c I-I'") ~ O'\ N a.. V') 0 :z c:c z c:: I-1--LI.. (.) 0 w I-""') :z 0 I.LI a:: :::E a.. I-~ >-t- I.LI (.) C c:c :z ~ LI.. 0 w 1/) > LL.I a:: LL.I t-< 0 r-O'\ ' I'") ~ <( t- >-CD 0 LL.I :,.: u LL.I :c u Vl I N 0 r-I{') I a:: 0 z (!) 3:: 0 >-t- (.) ...I I c:c c.., LI.. 0 I.LI I-c:c I-V') Q 2% Max Plantlng area 0.0 m or greater 8.33% Max 10% Max at curb See Note 1.22 m Min 10% Max at curb E Crosswalk ~ C 0 .c +- (/) (/) Q) ...J Crosswalk CASE A See Note 9 ~ {'Retaining curb If 1.22 m !· • I necessary at edge of sldewalk ---1-See Note 8 X!X 1"'10 ~;::;; Front edge of sldewalk See Note 9 CASE B Min _j_ Plantlng ~ area SECTION B-B Depress entire sidewalk as required ~ Retaining curb _..!!__necessary dt==-~-=--=-~=:j-=---_-_-_LIT~ /~ 2½ Maxy= r_J SECTION C-C 4) 1.53 m Retaining curb If necessary at edge of sldewalk X 0 :::. 8.33½ Max 000000 000000 000000 000000 000000 000000 000000 000000 000000 600 mm Min j• CASE C 000000 000000 000000 000000 000000 000000 000000 000000 000000 Note 9 Use when sldewalk Is less than 1.8 m wide ~ I. 1.22 m ·1 C Si E E !j E See Note 8 ~ Plantlng area C Sj E N ~ 0 Q) L 0 0, :-: N j. 1.22 m CASE F See Note 4 ~ See Note 8 Front edge of sidewalk Front edge of C + ~ !c: xi~ ~ N:::;, LL 0(1) Eb Q) CL o°' 1.22 m CASED m sldewalk See Note 8 9 .>t:. 0 )I: (/) (/) 0 L (.) "' '% ------1- 10½ Max at curb Crosswalk CASE E Approximately 20 mm -J i-6 " I> " " • . I> I> " • I> I> GROOVING DETAIL FOR REDUCED PLANS ORIGINAL C::.rAI ~ IC: 1 .. 1 Ull I IU~'l"r-"ir- 0 I C 0 a: CASE G See Note 4 1.22 m See Note 9 ~ ~(Q) © (Q) ~:~ RAISED TRUNCATED DOME PATTERN 11--1 ~5 ~ ~T @ RAISED TRUNCATED DOME DETECT ABLE WARNING SURF ACE See Note 9 Removal and replacement 1• :1 at contractor's option j• 1.22 m Min unless otherwise s~own ~ _J on project plans I Limit of pay -----,:1 DETAIL H Existing curb and sldewalk 10 20 30 40 USERNAME => s 13 ' 9. Front edge of sldewalk NOTES DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS ...../--.,4~ 03/01 REG I STEREO C IVllEINEER CDa APRIL 14, 1997 PLANS APPROVAL DATE The State of ca I lfor"n I a 01" I to affl aero or-c,oente attal I not be r-eaponaJble for ttle 0001.racy or OQT1)1eteneu of eleotronfo ooptea of thla plcn aheet. 17 17 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM CALIF. 92802 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 I. If distance from curb to back of sidewalk Is too short to accommodate ramp and 1.22 m platform as In Case A, the sldewalk may be depressed longltudlnally as In Case B or C or may be widened as In Case D. 2. If sldewalk Is less than 1.8 m wide, the ful I width of the sidewalk shal I be depressed as shown In Case C . 3. When ramp Is located In center of curb return, crosswalk configuration must be slmllar to that shown for Case E to accommodate wheelchalrs. 4. For Cases F and G, the longltudlnal portion of the sidewalk may need to be depressed as shown In Case B. 5. If located on a curve the sides of the ramp need not be para! lel, but the minimum width of the ramp shal I be 1.22 m. 6. Transitions from rarnps to walks, gutters, or streets shal I be flush and free of abrupt changes. 7. Sldewalk and ramp thickness, "T", shall be 90 mm minimum. 8. The ramp shal I have a 300 mm wide border with 6 mm grooves approximately 20 mm on center. See grooving detail. Curb ramps that have a ramp slope flatter than 6.67% shall have a detectable warning surface that extends the full width of the ramp and 600 mm minimum length, slmllar to that shown on Case D. Detectable warning surfaces, at the option of the Contractor, shal I be constructed by cast-In-place or stamped method, or consist of a prefabricated surface. The prefabricated surface shal I conform to the requirements In the speclal provisions. I 0. When detectable warning surface Is not required on a curb ramp, the concrete finish of the ramp and Its flared sides shal I have a transverse broomed surface texture rougher than the surrounding sidewalk, 11. Ramp side slope varies uniformly from a maximum of 10½ at curb to conform with longitudinal sidewalk slope adjacent to top of the ramp, except In Case C. 12. Utlllty pul I boxes, manholes, vaults and al I other utlllty facllltles within the boundaries of the curb ramp wll I be relocated by the owner prior to, or In conjunction with, curb ramp construction. 13. Maximum slopes of adjoining gutters, the road surface lmmedlately adjacent to the curb ramp and continuous passage to the curb ramp shall not exceed 5 percent within 1.22 m of the top or bottom of the curb ramp. 14. Design detalls approved by the Division of the State Architect on March 18, 1996. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP DETAILS NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN NSP ABB DA TED MAY 29, 1996 SUPPLEMENTS THE STANDARD PLANS BOOK DATED JULY 1995. NEW STANDARD PLAN NSP A88 r-m m I >-<t ::E I <O a ,.., II Cl w l- b ...J a. w ::E -I- 0 0 I 0 0 I 0 0