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HomeMy WebLinkAboutR_5702_SX X x-- - - - X w a, !;; ..... 0 .... 0 a: >-w .., a: ~ LL.I .. ""' 2 a: I-LL.I ~ co 0 i.,j a: .. w a, I-a .. 0 X >-LL.I ....I ....I LL.I ""' <C ....: INDEX OF SHEETS SHEET NO. SHEET NO. 2 SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. 3-4 5 6-9 10 I 1-14 15-19 20 21-22 23 24-26 27 28-29 30 Tltle Sheet and Location Typlcal Cross Sections Standards Plan List Construction Survey Staking Plan Layouts Drainage Plan, Prof I le and Detar Is Ut I I I ty P I ans Stage Construction Plans Construction Area Signs Pavement Dellneotlon and Quantities Plans surrrnary of Quantities Signs, Detar Is and Quantities Plans Irrigation and Plantlng Plan and Detalls Slgnal and Lighting Plans NSP A88 SHEET NO. 31-45 Bridge Plans SHEET NO. 46-47 Log of Test Borings BR NO 55-0636 PM 5.50 KM 8.85 To Costa Mesa <E-- 74+00 -+-------ROUTE I- Li.i LI.I a: I-V> -SOUTH ----+ ::i::: u a:: cc 4 ST ATE OF CALIFORNIA DEPARTMENT 0~ TRANS?O~TATDON l?IROJIECT IN IFOR CONSTRUCTION COUNTV IN NEWPORT ~!EACH AT PlANS OIRANGIE AND NIEAR ISDRCc-3 STRIEIET 0'1rERCIROSSING AT ST ATIE IROUTIE 73 To be supplemented by Standard Plans doted July, 1995 NEWPORT BEACH T LI.I ::::> z LI.I > <( LI.I u ::::> a: a. Vl I 43+00 42+00 4 r +oo 40+oo --~---ST~ET·--+-----------~----------➔----i ___ _ RISTO T ~, STREET Vl LI.I Vl u 50+82.07 SOUTH ST I.LI ::::> a: +O .86 CY SANTA ANA The Contractor shal I possess the Class <or classes> of llcense as specified In the ''Notice to Contractors''. HEIGHTS a:: a. >-u FOR REDUCED PLANS ORIGINAL ? a. Vl NEWPORT 20 40 60 80 USERNAME => s13 To lrvlne ---i> BEACH DIST COUNTY ROUTE KILOMETER POST SHEET TOTA•. TOTAL PROJECT No SHEETS 12 Ora 73 R8.85 47 MODOC fffO/ B:JJ7m:J The State of Cal lfomla er lta offlcera or agenta ohal I not be reoponolbla fer tne aoouroay er oarpletaneoa of eleatraila coplea of tnla pla, en.et. T T WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CALIF. 92802 -./-,J ~ 03/20/97 Project Engineer Date Reg I stared CI v I I Eng I near Pub I Io Works DI rector R. C. E. 16791 CI ty of Newport Beach M1 Date CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 APRIL 14, 1997 PI ans Approve I Date CITY CONTRACT NO. 2931 (A) CITY DRAWING NO. R-5702-S City Cont~act No. 2931 CA) I 0:: a.. <( I I() A II C, w f-f-0 ...J a.. w ::. f- 0 0 I 0 0 I 0 0 X X >-aJ C w Vl -> w a: wr-I-en <, Cl') ..J a: V) '->-Cal w i-c <W JZ :::>O u-JVl <W uc a: w w C w Vl -> w a: w I-< C r-en ' ,,, :,.:: <C I- >-aJ C w =-' u w ::c u x-z X X 0 z w l-o w ., 0 a: 0. c:i: z 0:: 0 ..... ...I c:i: (..) ..... 0 LI.I I-c:i: I-V'l i I 0 JOIN EXIST TYPE A2-200 CURB ANO GUTTER JOIN EXIST PAVEMENT STRUCTURAL SECTION 135rrm AC <TYPE B> <TYPE B> <TYPE B> ~ 255rrm AB (CLASS 2> I]] I 50rrm AC 255rrm AB <CLASS 2> (fl 100 rrm AC 255 rrm AB <CLASS 2> [Q} 50rrm AC <TYPE Bl VARIES 6,900-10.500 SAWCUT AND JOIN - - - -VARIES ! l -----~, (SEE PLANS) 1-_0G r=--=r1=--=-=-=-=-=-=--~==-=~~====::!►======l1-__ = = ~~A_R~ !°= ----.----__] ------ TYPICAL SECTION N BRISTOL ST 43+27.903 TO 44+03.778 NO SCALE -q-1tf ~-~f Ass 2 AB) 335 rrm CLASS 4 AS R/W SAWCUT AND JOIN \ 3. 0¾ , JOIN EXIST VARIES 1.800 l __ vA_R-~1_._5_0_0 ___ 6~·~1~0~0 ____ : 0.800 TYPICAL SECTIONS BRISTOL ST 49+00.837 TO 49+40.000 NO SCALE VARIES 6.700-4.360 VARIES 3.267 SAWCUT AND I JOIN I COLD PLANE ASPHALT PAVEMENT AB\ AS/ NOTES• I. 2. DI ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora 73 R8.85 J .......... ,4~ 0310 REG I STER ED C lmEI NEER <Do APRIL 14, 1997 PLANS APPROVAL DATE Tne State of Cal lfcmla or lta officer-a or agenta aha I I not be reaponalble for the 0001rooy or oaq,leteneaa of eleotronto coplae of this pion -t. 2 47 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM CALIF. 92802 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENG I NEER. ABBREVIATIONS l -STATION LINE 18.646 IO, 800 8. 500 I _y ~)1 l_E§ __ SEE 1.50 TYPE Al-200 CURB ------ -~ -------L(-g~ ~ ~fAss 2 AB\ 335 rrm CLASS 4 AS/ TYPICAL SECTIONS BRISTOL STREET TYPE Al-200 CURB -----------L-- 122 rrm AC (229 rrm CLASS 335 rrm CLASS 2 AB) 4 AS -------l(g~ ::::; ~[Ass : STRUCTURAL APPROACH 335 rrm CLASS 4 SLAB SEE BRIDGE PLANS SAWCUT AND JOIN j<VAR 51+92.070 TO 52+71.373 NO SCALE 1.000 VARIES VARIES ~ ~ •1~24.331 TO 0.39914 2.366 TO 0.770•1 VARIES • • I t--3-'-'-0¾..;;.. __ ►_---1---.:li:: :<;.~~:.~~ -A~ -~0-1 ✓-r OG ---------------· A '-r-__,_ _____ _j -------------- --~~TYPE Al-200 CURB TYPICAL SECTIONS BRISTOL ST 52+7 I. 373 TO 53+30. 167 ( 122 rrm AC ) 229 rrm CLASS 2 AB 335 rrm CLASS 4 AS NO SCALE TYPICAL SECTIONS BRISTOL ST 49+40.000 TO 50+87.395 NO SCALE 0.654 JOIN EXIST 10.800 18.646 COLD PLANE ASPHALT PAVEMENT 102 rrm PCC SIDEWALK TYPE A2-200 CURB ANO GUTTER TYPICAL SECTION BIRCH ST 3+13.012 TO 3+15.630 4+14.860 TO 4+17.693 NO SCALE FOR REDUCED PLANS ORIGINAL ? 10 20 30 40 USER NAME = > s I 3 TYPICAL SECTION BIRCH ST 3+15.630 TO 3+24.630 4+05.860 TO 4+14.860 NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TYPICAL CROSS SECTIONS X-1 .... ..,,\... r-0, 0, -I oc a.. < I - A II Cl w I-I-0 ....I a.. w ~ I- 0 0 I 0 0 I 0 0, ::: (/) I") I ~ N N 0 r- 0 Ill I z 0:: I-0 u w z -, 0 C) a: == Q. Cl >->-I-I- u u GENERAL ROAD WORK MISCELLANEOUS Cl AIOA Abbreviations Cl AIOB Symbols Cl RSP A21JA Pavement Markers and Traffic Unes, Typical Detalls Cl A20B Pavement Markers and Traffic Lines, Typlcal Oetalls Cl RSP A2JX Pavement Markers and Traffic Unes, Typical Detalls Cl A200 Pavement Markers and Traffic Lines, Typlcal Detalls Cl A24A Pavement Markings-Arrows □ A24B Pavement Markings-Arrows □ A24C Pavement Markings-Symbols and Numerals □ A24D Pavement Markings-Words Cl A24E Pavement Markings-Words and Crosswalks □ A35A Portland Cement Concrete Paving Detalls □ A40 Rumble Strip Detalls Cl A62A Excavation and Backfll I-Mlscel laneous Detalls Cl A62B Limits of Payment for Excavation and Backflll Bridge-Surcharge Cl A62C Cl A620 □ A62E and Wal I Limits of Payment for Excavation and Backfll I-Bridge Excavation and Backfll I-Concrete Pipe Culverts Excavation and Backfll I-Cast-In-Place Reinforced Concrete Box and Arch Culverts □ A62F Excavation and Backfll I-Metal and Plastic Culverts □ RSP AlJA Object Markers Cl A73B Markers Cl A73C Dellneators, Channelizers and Barricades □ A74 Survey Monuments □ A75A Concrete Barrier Type 50 □ RSP Al5S Concrete Barrier Type 50E □ A750 Concrete Headlight Glore Screen □ RSP AllA Metal Beam Guard Ralllng □ A77B Metal Beam Guard Roll Ing-Standard Hardware □ A77C Metal Beam Guard Roll Ing-Posts and Blocks □ RSP Al7D Guard Rall Flares □ RSP AllE Guard Rall Flares □ RSP Allf Metal Beam Guard Rall/ng-Miscellaneous Detolls □ RSP AllG Guard Rall End Anc/rJrs fBreakowoyJ □ A77H Guard Roll 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 Rat I Connections to Bridge Sidewalks and Curbs □ A78A Thrle Beam Barrier □ A78B Thrle Beam Barrier-Standard Hardware and Mlscel loneous Oetol Is □ RSP AlBC T!Yle Beam Barrier-End Anctcrs □ A780 Thrle Beam Barrier Connection to Concrete Barrier Type 50 □ A78E Thrle Beam Barrier Connections to Bridge Rolls □ A78F Thrle Beam Barrier Connections to Bridge Curbs, Retaining Wal Is and Abutments □ ASO □ ASI □ A83 □ ASS □ A86 Cl A87 □ C7A □ C78 □ C7C □ C70 □ C7E □ C7F □ C7G □ CSA □ CSB □ csc □ C9A □ C98 Cl 072 Thrle Beam Barrier Emergency Passageway Crash Cushion, Sand FIi led Portable Scale Pad and Approach Slab Detol Is Chain Link Fence Barbed Wire and Wire Mesh Fences Curbs, Dikes and Driveways CRIB WALLS Reinforced Concrete Crib Wal I-Battered Wal I-Types A,B and C Reinforced Concrete Crib Wal I-Battered Wal I-Types D,E and F Reinforced Concrete Crib Wal I-Vertical Wal I-Types A,B and C Reinforced Concrete Crib Wal I-Vertical Wal I-Types D,E and F Reinforced Concrete Crib Wal I-Types A,B,C,D,E and F-Heoder and Stretcher Details Design Data for Reinforced Concrete Crib Wall Foundation Pressure-Battered Wal I Reinforced Concrete Crib Wal I Foundation Pressure- Vertlca I Wo 11 Steel Crib Wal I-Construction Detalls Steel Crib Wal I-Design Doto Steel Crib Wal I-Design Doto Timber Crib Wal I-Types A,B,C and D Timber Crib Wal I-Types A,B,C and 0-Deslgn Data DRAINAGE Drainage Inlets □ 073 □ 074A □ 0748 □ 074C □ 075 □ 077A □ 0778 □ D77C Cl 078 Cl 079 □ 080 □ DSI □ 082 □ 084 □ 085 □ 086A □ 0868 □ 086C □ D87A □ 0878 □ 087C □ 088 □ 088A □ 089 □ 090 □ 093A □ 0938 □ 093C □ 094A □ 0948 □ 095 □ 097A □ 0978 □ 097C □ 0970 □ 097E □ 097F □ 097G □ 097H □ 098A □ 0988 □ 099A □ 0998 □ 099C □ 099D Cl HI ll H2 □ H3 □ H4 □ HS □ H6 □ H7 □ HS □ Tl ll T2 ll T3 ll T4 Cl T7 t'J TIO □ TIOA Drainage Inlets Drainage Inlets Drainage Inlets Drainage Inlets Detolls Pipe Inlet Grate Deto I I s Blcycle Proof Grate Detalls Alternotlve Hinged Cover for Type OL and OS Inlets and Trash Rock for Type OCP Inlet Gutter Depressions Precast Reinforced Concrete Pipe-Direct Design Method Cast-In-Place Reinforced Concrete Slngle 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 Overstde Drains Underdralns Construction Loads on Culverts Strut Details for Structural Steel Plate Pipes, Arches, and Vehicular Undercrosslngs Pipe Headwal Is Pipe Culvert Heodwal 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 Coupltng Detalls No. Band Bar and Strap and Angle Connectors Corrugated Metal Pipe Coupllng Details No. and Flange Details Corrugated Metal Pipe Coupling Details No. Universal Couplers Corrugated Metal Pipe Coupling Details No. Bands Corrugated Metal Pipe Coupling Details No. Corrugated Metal Pipe Coupling Details No. Corrugated Metal Pipe Coupllng Details No. and Downdralns Reinforced Concrete Pipe or Non-Reinforced Standard and Positive Joints Slotted Corrugated Steel Pipe Drain Detalls Slotted Corrugated Steel Pipe Drain Detalls Structural Section Drainage System Detal Is Edge Drain Outlet and Vent Details Edge Drain Cleanout and Vent Detal Is Cross Drain Interceptor Details HIGHWAY PLANTING Pl anting and Irrigation-Abbreviations Pl anting and Irrigation-Symbols Pl anting and Irrigation-Detat Is Pl anting and Irrigation-Detal Is Pl anting and Irrigation-Detar ts Plant Ing and Irrigation-Detar Is Plant Ing and Irrigation-Detar ts Pl anting and Irrigation-Detat Is TEMPORARY FACILITIES Temporary Crash Cushion, Sand FIi led Temporary Crash Cushion, Sand FIi led Temporary Rall Ing <Type Kl Temporary Traffic Screen I-Annu I or Coup I Ing 2-Hat Band Coupler 3-He! teal and 4-Hugger Coup I Ing 5-Standard Joint 6-Positive Joint 7-Positive Joints Concrete Pipe 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 ll □ □ □ □ □ □ Cl ll ll ll □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Cl ll □ □ Cl Cl Cl □ □ □ □ □ ll □ □ □ □ □ □ Tl I Tl2 Tl3 Tl4 TIS Tl6 Tl7 BO-I B0-3 B0-5 B0-13 B2-3 B2-5 B2-6 B2-8 B2-9 B2-IO RSP' 82-11 B3-I B3-2 B3-3 B3-4 B3-5 B3-6 RSP BJ·7 B3-8 B3-9 B3-I 1 BG-I B6-IO BG-21 B7-I B7-5 B7-6 B7-IO B7-11 BS-5 Bl 1-7 Bl 1-47 Bl 1-51 Bl 1-52 Bl 1-53 Bl 1-54 Bl3-I Bl3-2 814-1 814-3 Bl4-4 Bl4-5 Tho Doutcorl ~+nnrlnrrl Plnnc ID~Pl nnrl Now ~+nnrlnrrl Plnns IN~Pl whlr.h nnnlv tn this r.nntrnnt nrA tnnl11dAd as lndlvldunl sheets of the orolect olans. USERNAME => s 13 DIST. COUNTY ROUTE 12 Ora 73 KI LOIETER POST TOTAL PROJECT R 8.85 Tm State af Cdlfortia or U6 d'fTCN6 or agetts slrJ/1 lid b& f'6SPO/)${/JI& for tts accuracy or complrhtm6 af electronic ccp/66 af ms p/Ofl 6hst!I. To accompany plans dated--AP~R~IL'-14~,19~1_1 __ _ Traffic Control System for Lane Closure on Multllane Conventlonal Highways Traffic Control System for Lane Closure on Multllane Conventional Highways Traffic Control System for Lane Closure on Two Lane Conventlonal Highways Traffic Control System for Romp 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 BRIDGE Bridge Detal Is Bridge Detal Is Bridge Detat Is Br! dge Detal Is 400 nm Cast-In-Ori I led-Hole Concrete PIie PIie Detalls-Class 400 and Class 625 PIie Detalls-Class 400C and Class 625C PIie Detalls-Class 900 and Class 900C Load Test PIie Details Cll Load Test PIie Details <2> UXJd Test Pile Details f3J Retaining Wal I Type I-H=l200 Through 9100 nm Retaining Wal I Type I-H=9700 Through 10 900 nm 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 Retaining Wal I Details No. I Retaining Wal I Details No. 2 Retaining Wal I Type 6-1829 nm Maximum T-Beam Detat Is Utility Openings, T-Beam Joint Seals <Maximum Movement Rating= 50 nml Box Girder Details Deck Drains Deck Drains-Type D-1 and D-2 Utt! tty Opening-Box Girder Ut I I I ty Deta I I s. Cast-In-Place Prestressed Girder Details Chain Link Rall Ing Coble Roi I Ing Tubular Hand Rall Ing Chain Link Rall Ing Type 7 Concrete Barrier Type 25 Concrete Barrier Type 26 Slope Protection Oetall No. I Slope Protection Detall No. 2 Structural Steel Plate Vehicular Undercrosstng Conmunlcatton and Sprlnkler Control Conduit <Conduit less than 103 nm Diameter> Water Supply Line <Bridge> (Pipe less than NPS 4l Water Supply Line <Detallsl (Pipe less than NPS 4l SHEET 1 OF 2 ST AND ARD PLANS LIST <July, 1995 Edition> Revised August 28, 1996 r--m m -I Cl:'. a. <i: ~~ -c "'"' II II o c'-0• .u LL -I-~ ~ WLL ~~ (/) l')I <Tl N NO r- 0 ~ z 0::: t; 0 w z -, OD 0::: == C.. C >- >-1-1- u u CJ RSP RSI CJ RS2 □ RS3 □ RS4 □ SI □ RSP S2 □ RSP S3 □ S4 □ S5 □ S6 □ S7 □ SSA □ SSB □ SSC □ SSD □ S9 □ SIO □ SI I □ Sl3 □ S14A □ Sl4B □ Sl5 □ Sl6 □ Sl7 CJ SISA □ SISB □ S20A □ S20B ROADSIDE SIGNS Roadside Signs, Typical lnstollotlon Detolls No.I Roadside Signs, Wood Post, Typical lnstal lotion Details No. 2 Roadside Signs, Laminated Wood Box Post, Typical lnstallatton Detar Is No. 3 Roadside Signs, Typical lnstal lotion Details 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 J-S thru VII-S Overhead Signs-Truss, Single Post Type, Structural Frame Members Overhead Signs-Truss, Two Post Type, Structural Frame Members Overhead Signs-Truss, Structural Frame Details Overhead Signs-Truss, Frame Juncture Details Overhead Signs-Steer Frame Removable Sign Panel Frames Overhead Signs-Removable Sign Panel Frames, Overhead Formed Panel Mounting Details Overhead Signs-Truss, Sign Panel Mounting Details, Laminated Panel-Type A Overhead Signs-Truss, Removable Sign Panel Frames 2.794 m and 3.048 m Sign Panels Overhead Signs-Walkway Details No. I Overhead Signs-Walkway Details No, 2 Overhead Signs-Walkway Safety Rat ling Details Overhead Signs-Truss PIie Foundation OVERHEAD SIGNS-LIGHTWEIGHT Overhead Signs-Lightweight Balanced-Single Steel Post Connection and Mounting Detal Is Overhead Signs-Lightweight Balanced-Single Steel Post Detal rs Overhead Signs-Lightweight, Type A, Connection Details Overhead Signs-Lightweight, Type B, Connection Details Overhead Signs-Lightweight, Type C, Connection Details Overhead Signs-Lightweight, Sign Panel Mounting Details, Laminated Panel-Type A Overhead Signs-Lightweight, Light Fixture Mounting Details Overhead Signs-Lightweight Post Details Overhead Signs-Lightweight Foundation OVERHEAD SIGNS-BOX BEAM CLOSED TRUSS ALTERNATIVE □ S39 □ S40A Overhead Signs-Box Beam, Closed Truss Foundation Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Members □ S40B Overhead Signs-Box Beam, Closed Truss, Single and Two Post Type General Frame Details □ S40C Overhead Signs-Box Beam, Closed Truss, Ribbed Sheet Metal Detal Is □ S40D Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Detal Is □ S40E Overhead Signs-Box Bean, Closed Truss, Two Post Type Frame Juncture Details □ S40F Overhead Signs-Box Beam, Closed Truss, Two Post Type Post Detat Is □ S40G Overhead Signs-Box Beam, Closed Truss, Single Post Type Frame Members □ S40H Overhead Signs-Box Beam, Closed Truss, Single Post Cantilever Frame Deta I Is □ S401 Overhead Signs-Box Beam, Closed Truss, Single Post Cantilever Frame Juncture Details □ S40J Overhead Signs-Box Bean, Closed Truss, Single Post Cantilever Post Deta I Is □ S40K Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Frame Detat Is D S40L Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Frame Juncture Details □ S40M Overhead Signs-Box Beam, Closed Truss, Single Post Butterfly Post Deta I Is 0 S40N 0 S40P D S40Q OVERHEAD SIGNS-TUBULAR Overhead Signs-Tubular, Instructions and Examples Overhead Signs-Tubular, Single Post Type Layout and Pipe Selection Overhead Signs-Tubular, Two Post Type Layout and Pipe Selection D S40R D S40S D S40T Overhead Signs-Tubular, Structural Frame Details No. I Overhead Signs-Tubular, Structural Frame Details No. 2 Overhead Signs-Tubular Foundation Details SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS CJ ES-IA Signal, Lighting and Electrical Systems-Symbols and Abbreviations CJ ES-IB Signal, Lighting and Electrical Systems-Symbols and Abbreviations D ES-2A Signal, Lighting and Electrical Systems-Service Equipment CJ ES-2B Signal, Lighting and Electrical Systems-Service Equipment CJ ES-2C Signal, Lighting and Electrical Systems-Service Equipment Notes □ ES-2D Signal, Lighting and Electrical Systems-Service Equipment and Typical Wiring Diagram, Type A CJ ES-2E Signal, Lighting and Electrical Systems-Service Equipment and Typical Wiring Diagram, Type B D ES-2F Signal, Lighting and Electrical Systems-Service Equipment and Typical Wiring Diagram, Type C CJ ES-3A Signal, Lighting and Electrical Systems-Signal Heads and Mountings CJ ES-3B Signal, Lighting and Electrical Systems-Signal Heads and Mountings CJ ES-3C Signal, Lighting and Electrical Systems-Signal Heads and Mountings CJ ES-3D Signal, Lighting and Electrical Systems-Signal Heads and Mountings CJ ES-3E Signal, Lighting and Electrical Systems-Signal Heads and Mountings □ ES-4A Signal, Lighting and Electrical Systems-Controller Cabinet Detal Is □ ES-4B Signal, Lighting and Electrical Systems-Controller Cabinet Detol Is □ ES-4C Signal, Lighting and Electrical Systems-Controller Cabinet Detol ls □ ES-4D Irrigation Controller Enclosure Cabinet D ES-4E Signal, Lighting and Electrical Systems-Telephone Demarcation Cabinet Detal Is □ ES-4F Signal, Lighting and Electrical Systems-Telephone Demarcation CJ CJ CJ CJ □ □ CJ ES-5A ES-5B ES-SC ES-5D ES-5E ES-SF ES-6A Cob !net Detal Is Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrlcal Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Pedestrian Barricades Signal and Lighting Standards-Type I Standards and Equipment Numbering CJ ES-6AA Signal Standards-Push Button CJ ES-6B Lighting Standards-Types 15, □ ES-6C Lighting Standards-24.4 m to Posts 21 and 22 48.8 m High Mast Light Pole, Foundation Details □ ES-6D Lighting Standards-Types 30 and 31 □ ES-6DA □ ES-6E □ ES-6F □ ES-6H ES-6J CJ Lighting Standards-Type 32 Lighting Standards-Types 30 and 31, Slip Base Detal Is Lighting Standards-10 Degree Type Lighting Standards-10 Degree Type, Details Signal and Lighting Standards-Case I Arm Loading, Wind Velocity= I 13 km/h, Arm Lengths 4.5 m to 9. Im D ES-6K Signal and Lighting Standards-Case 2 Arm Loading, Wind Velocity= I 13 km/h, Arm Lengths 6. Im to 9. Im □ ES-6L Signal and Lighting Standards-Case 3 Arm Loading, Wind Velocity= I 13 km/h, Arm Lengths 4.5 m to 13.7 m D ES-6M Signal and Lighting Standards-Case 4 Arm Loading, Wind Velocity= I 13 km/h, Arm Lengths 7.6 m to 13,7 m CJ ES-6MA Signal and Lighting Standards-Case 5 Arm Loading, Wind Velocity= I 13 km/h, Arm Lengths 15.2 m to 16.8 m □ ES-6N Signal and Lighting Standards-Type 40-0-129 □ ES-60 Signal and Lighting Standards-Case I Arm Loading, Wind Velocity= 129 km/h, Arm Lengths 7.6 m to 9. Im D ES-6P Signal and Lighting Standards-Case 2 Arm Loading, Wind Velocity= 129 km/h, Arm Lengths 6. Im to 9. Im D ES-60 Signal and Lighting Standards-Case 3 Arm Loading, Wind Velocity= 129 km/h, Arm Lengths 6. Im to 13.7 m D ES-6R Signal and Lighting Standards-Case 4 Arm Loading, Wind Velocity= 129 km/h, Arm Lengths 7.6 m 13.7 m □ ES-6RA Signal and Lighting Standards-Case 5 Arm Loading, Wind Velocity= 129 km/h, Arm Lengths 15,2 m to 16.8 m CJ ES-6S □ ES-6T □ ES-6TA 0 ES-6U 0 ES-6V CJ ES-7A CJ ES-7B ll ES-7C ll ES-7D □ ES-7E D ES-7F CJ ES-8 □ ES-9A □ ES-9B CJ ES-10 D ES-I I D ES-12 ll ES-13 ll ES-14 D ES-15 □ ES-27A □ ES-27B D ES-28 ll ES-29 D ES-30 ll ES-32A ll ES-32B CJ ES-33 0 NSP A77GA ll NSP A88 D NSP A90 D NSP T5 Tho Rovl~orl ,+nnrlnrrl Pinn~ rR,Pl nnrl NA~ ,+nnrlnrrl Plnns CN,Pl which nnnlv tn this contract are Included as Individual sheets of the orolect clans. USERNAME => s 13 DIST. COUNTY 12 Ora ROUTE 73 K ILCIMETER POST TOTAL PROJECT R 8.85 Tie Stale <f CalTforria or ".s rfflcer.s or agor/.s sla/1 m be respcns/ble for tie accurQC/ or COll'()letene.s.s rf fi«Jroric CC(ie.s rf tN11 ~an slrJtJI. To accompany plans dated--AP_R_IL.;._14~,19_7_7 __ _ Signal and Lighting Standards-Details No. I Signal and Lighting Standards-Detat Is No. 2 Signal and Lighting Standards-Pole and Mast Arm Alternatives Lighting Standards-Types 10 and 15 Slip Base Insert Signal and Sign Standards-Type 33 Left Turn Signal, Lighting and Electrlcal Systems-Electrical Details, Structure lnstal lotions Signal, Lighting and Electrical Systems-Electrical Details, Structure lnstal lotions Signal, Lighting and Electrical Systems-Electrical Details, Structure lnstal lotions Signal, Lighting and Electrical Systems-Electrlcal Details, Structure lnstol lotions Signal, Lighting and Electrical Systems-Electrical Details, Structure lnstal lotions Signal, Lighting and Electrical Systems-Flush Sofflt Lumlnalre Modification Details, Structure lnstol lotion Signal, Lighting and Electrical Systems-Pul I Box Details Signal, Lighting and Electrical Systems-Conti lever Flashing Beacon, Types 9, 9A and 9B Signal, Lighting and Electrical Systems-Conti lever Flashing Beacon, Types 9, 9A and 9B Signal, Lighting and Electrical Systems-lsolux Diagrams Signal, Lighting and Electrical Systems-Foundation lnstal lotions Signal, Lighting and Electrical Systems-Pedestrian Undercrosslng Fluorescent Lighting Fixture Signal, Lighting and Electrical Systems-Splicing Details Signal, Lighting and Electrical Systems-Wiring Details and Fuse Ratings Signal, Lighting and Electrical Systems-Pedestrian Overcrosslng Fluorescent Lighting Fixture Signal, Lighting and Electrical Systems-Extinguishable Message Sign, 250 mm Letters Signal, Lighting and Electrical Systems-Extinguishable Message Sign, 250 mm Letters Signal, Lighting and Electrical Systems-Extinguishable Message Sign and Flashing Beacons SIGN ILLUMINATION Sign II lumlnatlon-Mercury Sign II lumlnatlon Equipment Sign II lumlnatlon-915 mm Fluorescent Sign Illumination Equipment Sign II lumlnatlon-Sign II lumlnatlon Equipment Sign II lumlnatlon-Sign II lumlnatlon Control Sign II lumlnatlon-Internally II lumlnoted Street Name Sign NEW STANDARD PLANS Anchor Assembly CBreakaway,Type Ml-Hardware and Post Details Curb Ramp Details Accessible Parking Temporary Terminal Section CType Kl SHEET 2 OF 2 STANDARD PLANS LIST (July, 1995 Edition> Revised August 28, 1996 I rnr..1TDAt"T r..,n ?Q~ I l A\ ,-. en ~ ,l: I a..N <I: - ~w: -0 'i ";;': oo' WW 1-1-' 1-1-00 ...J...J a..a..1 ~~1' <t-o 1- l I t·" X X X X X 0 w >-VI al - 0 > w w VI a: -w > I-w <( a: 0 w r-I-a> <( I oo I.LI I Vl ca (.'.) I') --, ,>->-Oal al w 1--0 0 <(W ....1Z w ::,e> ,.,: u-u ...JV> w <(W ::c u uo a: 111 111 z C) z 111 l-o 111 ., 0 a: Q, ~ I-< I-~ c.. V, z ~ I- LL. 0 I-z ~ I-0::: < c.. ..... C < z c::: 0 LL. _, < c., LL. 0 ..... I-< I-V, 3v, • -N ..., 0 a,r-N It') • I 0 0::: z ..... d c., z ..... -, C) o;;:: C::: C c.. >->-I- I---c., c., I ~ SUR'1EV CONTROL FOR CONSTRUCTION STAKING IN ORANGE COUNTY IN NEWPORT BEACH AT AND NEAR BIRCH STREET 0'1ERCROSSING AT STATE ROUTE 73 CALTRANS BRASS CAP IN WELL MON. PER CALTRANS ~ FB 78-269/0032 -QUAIL NOT TO SCALE 45+00 NORTH- OF NEWPORT BEACH L MON. PER CALTRANS 78-269/0010 AND 78-269/0046. BRISTOL· - ST 74+00 -+- 76+00 ROUTE :I: u 0: cc 73 50+00 0 T BRISTOL T BIRCH STREET 0 10 . . 20 . NO. DESC. ~FD. CITY OF NEWPORT BEACH ~BRASS CAP IN WELL, DOWN 13' PER CALTRANS FB 86-265/0040 AND FB 78-269/57. ~ET WILLDAN ASSOC, ~;CONSTRUCTION CONTROL' SPIKE AND WASHER. @FD. 2' BRASS CAP DOWN 13', NO REF. ~ET WILLDAN ASSOC. ~;CONSTRUCTION CONTROL' SPIKE AND WASHER. ~D. CALTRANS BRASS CAP ~N WELL DOWN 13' PER CALTRANS FB 78-269/0059, ~D. SPIKE & CALTRANS ~RASS DISK FLUSH PER CALTRANS FB 78-269/0010. ~D.NAIL & CALTRANS ~AG FLUSH PER CALTRANS FB 78-269/0009. COORD. METERS N666875.3450 E849409.6540 N667026.5590 E849541.6170 N667178.0230 E849669.5640 N666619.9730 E849710.5060 N666580.4600 E849753.2410 N666965.0708 E849486,7164 N666670. 1539 E849830.2728 ~D. SPIKE & CALTRANS 85 ~RASS DISK DOWN 8' IN WELL N667096• I I PER CALTRANS FB 78-269/0012. E849334'0181 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Oro 73 R8.85 PRIFESS!IJW. J""" ~YOO 3 ~"' 0')7 DATE APPROVED The State of Col lforr11o or Its offtcera or ooenta 8h01 I not be resp,onelble for the ooetrooy or canp I eteneea of e I ectr coptes of ff'lta pJcn sheet. 5 47 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CALIF. 92802 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 BENCH MARK 3N-50-70 ELEV.=15.033m 49.321 ft OCS VERTICAL CONTROL 7-1-95, PG. 38. AT THE SOUTHEAST PART OF THE INTERSECTION OF BRISTOL STREET AND SANTA ANA AVENUE, I 19 FT. SOUTHEAST FROM THE PROLONGATION OF THE SOUTHEAST CURB OF SANTA ANA AVENUE TO THE SOUTHWEST, 7.5 FT. SOUTHWEST OF THE FACE OF THE CURB, 5.7 FT. SOUTHWEST OF A FIRE HYDRANT, 0.5 FT. SOUTHEAST OF THE PROLONGATION OF THE SOUTHEAST EDGE OF A CONCRETE BLOCK WALL, SET AT THE TOP OF A CONCRETE POST, LEVEL WITH THE WALK. LLI :::, z LLI > ~ CITY OF NEWPORT BEACH ~ WELL MON. PER CALTRANS ::J FB 78-269/0009, ~ V) V) LLI 0: a. >-u 30 . V> 41+00 40+00 39+00 77+00 50+82.07 SOUTH B !STOL ST = 3+04.86 CYPRESS ST - I USERNAME • > $$$$$$USERS$$$$$ 79+00 -----1------ LLI u ::::, 0: D. V> C L,J I-l-o ...I a. L,J ::e I- !0 -o - I 0 o:o ,_ I ~o 0 CURVE DATA NO. R L T K I. 500 90" 00' 56' 2.357 1.500 I (D l • C >-[D w V) C > w w V) 0:: w > I-w <( a: C K r--r--I-en en <( ' ' Cl"> I") ...J :.: 0:: ,<( VI I- '>->-CaJ w [D i-c C <(W ...JZ w ::,<.:> :,.:: u-u ...JVl w <(W :c uc u a: II.I II.I K-z -C) UNLESS OTHERWISE SHOWN z II.I I-(,) II.I ., 0 0:: 0. 17.0 --• •-------•-·T. ----•-------z: ----s--------•T--•--T•------------~--------4--0 ,<( --1---VI ct 1--I") I a: en N 16.0 0 N 0 X 0.... r--V) U") z: 0 I ~ z 0:: 1--I-0 ..,_ u 0 w z 17.0 1----, z: 0 t!) LL.I 0:: 3: :::e a. C 1--a: >- >-ct I-I-0.... LL.I u u C 15.0 .----------------- 1 6. o ::: .-=~T=-=t.:=J::=::· ::::~ ==---·· ----i ' --· -·' ==== ::::: ~ _J==I==:== ==-LJ._J ______ -----~~=t ---------·· ---___ ,. --- ct --!' --------- ------------· ----·· --z: a: 0 ..,_ -I • ct u ..,_ X 0 LL.I 1--ct 1--V) ---·--::= -=:J= --=--=-:: ------·I--··-------· -------·-· --:-----i----------•i--= -- . l ":·:: ::;: 1-::-..:.:: '!----1- --· -I--i:8 :=: = ------·!---=:=:: :::::=i·--·-···-·-; __ _ ---------------------------.----------i·--- Q M FOR_~ED~CEO PLANS Q~!QINAL 10 20 30 STATE ROUTE 73 40 USERNAME => s 13 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora 73 RB.BS 6 47 -./..-....,.d~ 03/01 REGISTERED ClmEINEER APRIL 14, 1997 PLANS APPROVAL DATE The State of tal lfomlo er lta offloara er agent& ahe>I I not be reapona11,1e-fer the oocu-ocy or CC111>leteneaa of electrcnto copfee of this plo, ahoet, WILLDAN ASSOCIATES BBB S. WEST STREET ANAHEIM CALIF. 92802 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 ----~----l---i----i---1--1-----,-----,-,------t-l---- AB R VIA ION 1 [] 2 1 REMOVE CURB AND GUTTER [[] TYPE A I -200 CURB llJ 4 102 nm PCC SIDEWALK @] CURB RAMP CASE B PER CALTRANS NSP ABB SHT 30 [fil TYPE A2-200 CURB [fil CURB RAMP CASE E PER CALTRANS NSP ABB SHT 30 [TI MANHOLE SEE BRIDGE PLANS FOR LOCATION APWA -AMERICAN PUBLIC WORKS ASSOCIATION OCEMA -ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY l -STATION LINE LEGEND• m ~ ~ ~ BIRCH ST OC 55-636 SEE BRIDGE PLANS PAVEMENT STRUCTURAL SECTION SEE TYPICAL CROSS SECTIONS SHT. X-1 OCEMA IMPROVEMENTS BY OTHERS CITY OF NEWPORT BEACH IMPROVEMENTS ----!-----!--·--·--t==--= ::.:= !=;-::::: -,-. . ---!-- .... en en I 0:: a. <t I A II C, w I-l-o ...J a. w ::. I- X >-al 0 w V) > w 0:: X wr--I-Ol <( ' Ol"l J 0::: 1/) '>-om w J-0 <(W ...JZ :::) C> u-...JVl <(W uo 0:: IJJ IJJ x-z C> z IJJ I-u IJJ "") 0 0:: Q. z: 0 ~ I-ci: I-l"l 25 Ol N 0.. X V> 0 z: ci: a:: z I-I-LL. u 0 LL.I I---:, z: 0 I.LI a: :::e a.. I-a:: >-ci: I-0.. I.LI u Q X 0 w V) > w 0:: w I-<( 0 r-- Ol ' l"l :.::: ,<( I- >-al 0 w "' u w :i: u 1/) I N 0 r-- LO I a: 0 z c., ;;:: Cl >-I- u 18.0 17.0 17.0 16.0 17.0 16.0 Station cu 11 Exe Ent, NO. CD + CURVE DATA R 6. L T 0.300 176" 21 '49' 0.923 9.451 10 20 30 40 USERNAME => s 13 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora 73 RB.85 J.-.-.,4~ 03/0 REGISTERED CIVILEINEER APRIL 14, 1997 PLANS APPROVAL DATE The State of Callfornlo or lta officers or agenta ehal I not ~ reaponalble for the occu-ocy or caipleteneaa of erectronrc ooplea of thla pla, ehHt. 7 47 ,J.o- r-m m I a:: "-< I A II D w I-I-0 ...J "- w ::E I- 0 0 I 0 0 I 0 0 X C w >-VI CD C > w w VI 0:: -w > I-w ct 0:: C X t-t-I-O'I O'I ct ' ' C r<'J r<) ...J :.: a: <( 1/) I- ' >->-Cal w CD i--c ctW C JZ w :::>c.:> "' u-u JVI w ctW :c uc u 0: Ill Ill x-z -c.:> z Ill I-u Ill ., 0 0: 0.. z -0 <( -..... I--1/) <C I-r<) I 0: O'I N 0 N 0 X a.. t-V) IO z 0 I <C 0: z a: I-I-0 ~ u LtJ z I-.., z 0 C) !:lit a: == Q. 0 I-0: >->-<C I-I-a.. '-',I u u C <C z ~ ..... ..... i <C c..., ..... X 0 '-',I I-<C I-V) Q 17. 0 16.0 15.0 Station Cu =-==-= t=--=r:. -----! -➔-- , __ __J_ ~::::-::! ---·t=i:::-..:::::t ==-~:L-= ;:_, ·---=== ~=::.!::= :: ! I I I I I I I .... _,,,•·; .. ... ,, /, ,, STOL ST 4 N40° 39' I I' E 6 I "'.,·'1 \ I I 11 -·-··--· .. A (., I CLEANOUT COVER SHALL BE CONSTRUCTED PER APPLICABLE PORTIONS OF CITY OF NEWPORT BEACH STD-511-L FINISHED GRADE CONCRETE COLLAR 200mm RUBBER MECHANICAL BANDED SEAL COUPLING; STAINLESS STEEL BANDS; FERNCO OR CITY APPROVED EQUIVALENT INSTALL ABS STOPPER IN RUBBER COUPLING USE MISSION CLAY PRODUCTS STOPPER OR APPROVED EQUAL MATCH EXIST PAVING MATERIAL DI ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora 73 R8.85 -.../.-.......,..1~ 03/01 REGISTERED ClmEINEER APRIL 14, 1997 PLANS APPROVAL DATE The State of Ca I lforn I a or I ta off! cere or ogente aha I I not be raaponalble for the oocxrooy or-OCX11)1e'teneaa of electronro copies of thle pion~. 8 47 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM CALIF. 92802 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 51mm(2') COMBINATION AIR RELEASE, AIR AND VACUUM VALVE VAL-MAT IC VM-202-C OR APPROVED EQUAL MINIMUM 51mm DIP I-LtJ z Vl>O ...J LtJ n ::C <( a: t-200mm YELLOMINE 6 SEWER PIPE w/ CERT A-,i..,,-,_ __ __,, U>LtJ r<) a: ::c 1- N -LtJ ::C 0 ID Ill ...J C) • <(--IO IO LtJ <( a: r<)-...Jt-+ NLtJLtJ-0 .a:oio co <( '<I' a: LtJ • t-+-LtJCO 1/) r<) ct 1/) - PLAN I •500 r<) + '<I' ::c C) m-, a: Q. -, LtJ '<I' • LtJ O'I ;!::t- i/) • O'I f5 ;:--~ LOK JOINTS . == co LtJ t-LtJ...,...JZ 1/)1/) uo n ::C~ !;;...J~ U ■ <5<tW '<1'0:COOZ::C O'I--N-1- r<l ID ::E ...J ::C • Et-a:-t!> r<i t-E u w <t -'<l'r<lO::::>t-t-a: +ooa: w -,Nt-0:ON co 1/) LtJ r--<t '<1' O Z 3: W IO 1-+ZOWW, 1/) '<I' LtJ u 1/l l/l '<I' IONS ARE IN METERS UNLESS OTHERWISE SHOWN =:-:: r----•--:: --------- • --~~~-,~ ~ 200nm(O n > SEWER TERr.1mAL CLEAtJOUT NOTES: NO SCALE I. BACKFILL MATERIAL SHALL BE COMPACTED TO 95½ OF OPTIMUM WITH 19mm (3/4 'l AGGREGATED BASE ROCK MATERIAL. AIR RELEASE VALVE DETAIL NO SCALE 2. SEWER CLEANOUT COVER SHALL BE MARKED 'SEWER' ON THE TRIANGULAR LID 11 Exe F.'Errb~----------------------------------------------------------------------------------------------------------1 FOR REDUCED PLANS ORI I AL 0 10 20 30 40 USERNAME => s 13 I'-"' "' -I ct: IL <( I "' II •. 0 w I-I-0 ...J IL X 0 w >-VI co 0 > w w Vl a: w > I-w ct a: 0 X w r-r-I-Ol Ol ct ' ' 01") I") ....I :,,:: c:: < V) I- '->->-oco w co t-0 0 ctW JZ w ::,Cl ~ u-u JVl w ctW :i: uo u a: LI.I LI.I X-z Cl z LI.I I-0 LI.I ., 0 a: Q. ~ < -.... < V) .... I") I a: Ol N 0 N 0 0... r-X V) IO z ci I ~ z c:: .... I-ci LL. u 0 w z .... "") z 0 (.!) LI.I c:: == ::::::!: a. 0 .... a: >->-< I-I-0... LI.I u u C < z a: 0 LL. -I E < u LL. X 0 ~ LLI .... < .... V) Q 17.0 16.0 .B 43+00 2 r 1 ... ~/ ' I -I --~~~ i r1 --t-1 i,ic ·•-t/ ·rj [:J ~ • d ~1 ::-:i~ 1:-==r ~) ·-1-J! ·--l I \ ..... t,:1{ ---~-l ! . --------------------···-·· -----·---------------·----- ------~=::.:::: ___ ! II U UOI-IJ coo~~vi7~ 11 <X>O Z....JW 11 :::~~:'.;ci1-....1 I .Nc:t<tl-:::CI") l")<t ,= VlOl 0 COWCO IO + oc::oc::w • '<TZ::J-::JWO '<TWUVlUVl- PLAN I• 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE ::::::f::~t:~: g ~::i=:::~t::--q_--• • ---, ______ --· • -f ·--:= I :==r==:r~=J=-:;J;;J ~~ ~~ ;; • ~-----~i: --- ____ J---r--·+----t-----·-··--- ~if=: =~~:==:i ·----. ______ ,_ : . :-:::.=: ::-==t=--=· . --==---- -:~:-1 ,. __ ----,1 ·-•------·--·; :-:-:=t==== - :::::::[:::::J=.::::J:::::! :=.::: J::::::: -l=f%f=-J-___ ~~ :=::: ----• • ----·--H-=:==:=:-1---1--+--+· --- CURVE DATA SHOWN --· -------t :==I 8=!.:===I=-== ---·f--1----• t·--·-·----t ------· --r--· ----·· --·I r·-r----1--"== :.-::::=1- :::::' :~=t l==f=I== ~: =-~-=-t::=:; ___ -------; 1-----+-----·······----·- -·-l·--1---~j:::.:: ----l 15.0 ~~f.._J ___ _ -l--· 16.0 15.0 . .. •--' ~:.:.t~;t~;~ -~_1il_;"_;"Oif _;" _;tt;~ -,~~~ -f~~ii~ii~~tl--;~-ii:i:i:i:i:i:~l-~i~ i:::=:;=:, =/"f:_ =;:_ =/t=:= ;;;;\~~t~~~; t~ --t--,---. -·! I _____ t:::::-"4::::=t-,-. • --&---1-----·----; ----·------- r------· -------· :::::_(· :: -===:j:::-:q_: :==~:t== L::l:::': 1 :::_+ = Station cu M Exe Ent, FOR ~EDYCER ~LANS Q~!Q!NAL 0 10 20 30 40 USERNAME => s 13 -----·-·------·-------···· DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora 73 RB.BS REG~='t~ NEER 0:3/0 APRIL I 4, 1997 PLANS APPROVAL DATE The State of Cal lfomla or lta officers er aoenta a1ia11 not be reaponalble fer the CICCU'"OCY or carol•t-aa of electranlc ccplee of thle plan eheet. 9 47 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM CALIF. 92802 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 --=~ -=:1==1--1--·-7--:=..,=-==1~~!~~1~~ ---1-='.-l---·-------!·---f--·-· f·-i-----1 i..--t:-.::.::- ,----1---==::: r:=:-=-r--·-. 17.0 15.0 ,.... en en I a:: a.. <t I A II 0 w f-f--0 ....J a.. w ::E f-- 0 0 I 0 0 I 0 0 X X x- X l( 0 >-w al Vl 0 > w w Vl 0: w > I-w <( 0: 0 wr-r-I-0) a, <(' ' Ol"l ,.,, ..J :,,: a: <( V) I- ..... >->-om w al t-0 0 <(W ...JZ w :::, Cl "' u-u ...JVl w <(W :c uo u n: Ill Ill z -C) z Ill I-0 Ill -, 0 n: 0.. ~ nm 305 nm PLAN I 1500 ---200rrm-< 8'-)·SEWER---------·-------------·-·-·--· IN 450nm < I 8' l CSG ------------·····--·----··-····- --------·-------------·-·---·------.Vl. __ _ ____ JJ, _____ _ --~:::~~ .. ~~~~~~ ........................................................... .. nm (18'lX 4.656 m RCP ................ ___ ,_..,.....,_ ·(,JL ~-~~ t<t-{:!;:'s;:::.=:,::.."S:;,.....,......,..,_-;A.'_.. .. .,.... .............. ~ ......... -:; ................................................. -:...._..,..,._......_ ........ :;.~:::-: L> ..... ------------- _2. ---------h ----------P-~~ _ _:__ _____ .a===-\V --! -~,_iift~,~~~ii:t~¥i1E~7l#ff~~~:~~~!:~::~~~-~":; ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN <X) r- I-V) DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora 73 R8.85 -.../---.,4~ 03/01 REGISTERED ClmEINEER APRIL 14, 1997 PLANS APPROVAL DATE The State of Callfomra or Ito offloera or agent, aha I I not be reopcnalble for the occ:urocy or OCJr1)1eteneaa of electronto eapreo of thle plcn aMet • 10 47 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM CALIF. 92802 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 THIS PLAN ACCURATE FOR DRAINAGE ONLY LEGEND• ~ OCEMA IMPROVEMENTS BY OTHERS 0 DRAINAGE SYSTEM NUMBER @) DRAINAGE UNIT £6 DRAINAGE INLET ABBREVIATIONS• l STATION LINE APWA w/ AMERICAN PUBLIC WORKS ASSOCIATION WITH r----r-:-:i .... ; .... --i1f )fie ~~a:U! i'.~~i;t~ !:;I~!l"i~:ili~11:1~;ffi;;~~;i .,!1t1·;1 C~ ·•· -~~:~1~1~: .1-,::::,~=c:l-.1,!,.11-f..... ----•------------!------------;;,.;::+. ---I =====}.:,~ L· -·-----·,===:i~;:J.:;~:-~~=~~,::= ::'.j=:t:jj;;j.:·:;~t···-· --··---· ••••• ·-·-· -------· ·----· ---·· i··. r ------~-----· -··-•-::-: ·:===l= :1'=::$=!=:1=4==1= :,:_ ::.::: t. ·_: ". --------;-· ,..---.-----!-+ ,,il;.<:=.:::: 1:::..::.c:.==!t~t~t§~§.~ -'f'-'~=i"--'--"N :;.:; ------· t-t---t---1:El==: • •• ~:~f ~~l~=; -1:>-+--+--+--+--+-+---''i--<,;;!:-· ~c:::+::::::+::::+-..:.+=-...:..+----rn➔~~-l+ ~-~+ ~-~+ ~~§;~;~~~f: ~~ a?i~~ ~~~~ ~~¥~~~~~=a~~~~\f:~~f~\f:~\:~~:~=::tti':f::~~~~:Jf~i£~~~~-.:.;::;:;.;;i:;:::= =_:-_ .....,_:-_ _,,_:-_ _,-+----;-+---;-+---; .... ---+-.... ~:1~~~~;: z 0 ~ ..... V) c:c ..... ,.,, I a:: a, N 0 N 0 a.. r-Vl 0 I/') z I c:c a:: z a: ..... I-0 LL. u 0 w z ..... -, z 0 C) LL.I a: 3: :::!l ll. □ ..... a:: >->-c:c I-I-a.. LL.I u u C c:c z 0:: e:::ts DE =m;:==~lffH!Rsli:c ·-·--· ---+·---•---·· ----.. -.. . ,n=~r:=:-::!:::::::-ir:::::i= ~~~~~@@=t~~~1~§~_@¥.:=::§:t~= ::-::±:-::::-i:=t . ·-Hl:S-==- ;~~;; -A~~!~~~::: ::.i:;~J~~r,J; r~~]~1~;:;~;~_:;.;~~::1:;;;: ~:;·:] ~r;:_;~i~~1~::l:f;:;;1~~~l~;~:~ :~:-;:L____ __ __ _ ________ ---= __ -_; ~:::= =-:~i::~~~~.~~~~~i.~~~===~==r= :!~~,!-~-il~-:~:+· -- 0 LL. ....I I c:c u LL. 0 LL.I I ..... c:c ..... Station Vl Q cu II Exe EJTb FOR REDUCED PLANS ORIGINAL 0 10 20 30 40 USERNAME = > s I 3 r--"' "' I a: a.. ... I A II Cl w I-l-o ...J a.. w ::; I- 0 0 I 0 0 I 0 0 X 0 >-w Vl al - 0 > w w Vl C: w > I-w <( C: 0 X wr-r-I-a, a, <( ' ' 01') ,,., .J :,,: 0::: <( V) I- '>->-Cal w al 1-0 0 <(W .JZ Lil :JC) :,,:: u-u .JVl w <(W ::c uo u 0: Ill Ill X-z -Cl z Ill ... u Ill , 0 C: Q. z: ~ 0 <( -~ --V) c:i: -,,., I cc: a, N 0 N 0 X a.. r-V) 1/) z: 0 I o! z 0::: -I-0 :::s u w z --, z: 0 (!) La.I 0::: == :::e a.. Cl -cc: >- >-~ I-I- La.I u u C c:i: z: cc: 0 La.. _, I c:i: u La.. l( 0 La.I I-c:i: -V) 0 SANl'A 6'' ( I -·, sour 2', ·--0 SOUTHERN CALIFORNIA GAS CO. ' (80 rrrnl MAIN IN 6' ( 150 rrrn> CSC 24' (600rrrnl RECLAIMED WATER MAIN(IN 36' STEEL CASING ACROSS BIRCH> TO BE CONSTRUCTED BY OTHERS PLAN I• 500 LEGEND• ~ ORANGE COUNTY IMPROVEMENTS ~ NEWPORT BEACH IMPROVEMENT ABBREVIATIONS• OCWD -ORANGE COUNTY WATER DISTRICT MESA CONSOLI ATED WATER DISTRICT 42' ( I 050 rrrn> CC TRANSMISSION MAIN V'I V'l 1- W LLI a: I.LI a..a: ►I-­UV> ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITIES ONLY l'OR 8EDUCED PLANS Q8!QINAL 0 10 20 30 40 USERNAME => s 13 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora 73 R8.85 -./..-.....,4'~ 03/01 REG I STER ED C lmEI NEER (Da APRIL 14, 1997 PLANS APPROVAL DATE The State of Callfornla or It• officer-a or aoenta ahal I not be r-eapc,nelble for the occu-ocy or car()leteneas of electronfc copies of this pier, eheet, 11 47 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM CALIF. 92802 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 LINE SANTA ANA HEIGHTS ATER CO 12' (300 rrrnl PVC UTILITY PLAN U-1 r-"' "' I a::: n. <( I A II Cl w I-l-o ....J n. w ::E I- 0 0 I 0 0 I 0 0 X C w >-VI ID C > w w a: VI -w > I-w < a: C X wr-r-t-en en < ' ' QI') I') ..J :,,: a: <t 1/) I- '->->-CID w ID 1-c C <W ....JZ w :J (.!) :.: o-u ...I VI w <W :c uc u 0:: Ill Ill x-z -0 z Ill I-0 Ill -, 0 0:: Q. z ~ 0 <t --I--1/) c:c I-I') I 0:: en N 0 N 0 a.. r-X V, 0 I{) z I ~ z a: I-I-0 ..... u 0 w z I- .., z 0 (.!) !:ii a: ~ a. C I-0:: >->-c:c I-I-a.. LI.I u u C c:c z 0:: 0 ..... _J I c:c u ..... X 0 LI.I I-c:c I-V, Q PLAN I •500 STATE ROUTE 73 ...)LL.I U::::> ::::>z a:: LL.I a. > V, -< ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITIES ONLY FOR REDUCED PLANS ORIGINAL 0 10 20 30 40 .. ,1' i"',. . .,-.-.--r~vv-,·,....-vv--.-., ,, [ MESA CONSO IDAT WAT R DI tRI T 42' < I 050 mn> cc TRANSMISSION MAJ.N.~,-~~,~~.-M, BR I STOL STREET .----~~-----•~"M---- ___ -----.,.,1--·'·--~ --=-~_G __ ----~---E----------------------------- -------.W-------·---~-- USERNAME => s 13 ,: .,_;=! CLA WATER MAINCIN 36" STEEL CASING ACROSS BIRCH) DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Oro 73 R8.85 J--.,4'~ OJ/01 REG I STER ED C lmEI NEER <Do APRIL 14, 1997 PLANS APPROVAL DATE The State of Cal lfomla er It• offloer1 or agent, llhal I not be reaPo11alble for the occu-acy or COl"()let-..1 of electronic coplea of thla pion 8heet, 12 47 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM CALIF. 92802 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH.CA 92658 UTILITY PLAN U-2 ,..._ O'I O'I I 0:: c.. <t I A II C, w f-l-o ...I c.. w ::E f- 0 0 I 0 0 I 0 0 X C w >-Vl Cl - C > w w a: Vl -w > I-w <( a: C X w r-r-I-O'> O'> <( ' ' Cr<l r<) ....I :,.:: a: <t (/) I- '>->-cm w Cl 1--c <( w C ...JZ w :J (!) ~ u-u ...J Vl w <( w :i:: uc u a: Lil Lil X-z -C, z Lil I-0 Lil , 0 a: Q. ~ <t -.... I--(/) -cc I-r<) I a:: O'> N 0 N 0 c.. r-X V> in ~ 0 I z a: I-I-0 ..... u 0 w z I-~ z 0 <.:> I.LI a: :ii: :::;; D.. 0 I-a:: >->-~ I- I- I.LI u u c::::, -cc z a:: 0 ..... -' a cS ..... X 0 ~ I.LI I--cc I-V> G RCP LiJ t- <( t-i/) 24' 1600 nm> RCP PLAN I• 500 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN L ATER MAIN - - - - EDI SON COMPANY 12 KV LOW RISK DISTRIBUTION LINE SOUTHERN CALIFORNIA GAS CO 3' <80nml MAIN THIS PLAN ACCURATE FOR UTILITIES ONLY FOR REDUCED PLANS ORIGINAL 0 10 20 30 40 USERNAME => s 13 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Oro 73 R8.85 -../--,4~ 03/01 REGISTERED ClmEINEER <Do APRIL I 4, 1997 PLANS APPROVAL DATE The State of COi lfornla er Its officers or agents ohal I not l>e resl)M81ble fer the ocoracy er CQl1)1et-,,a of erectrcntc CoPlea of thla pla, eheet, 13 47 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM CALIF. 92802 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 UTILITY PLAN U-3 ..... en en -I ct'. "-<( I - A II Cl t,l..- w I-I-0 ....I "- w ~ I- 0 0 I 0 0 I 0 0 X 0 w >-Vl al 0 > w w a: Vl w > I-w <( a: 0 X wr-r-I-0) 0) <( ' ' 01"1 I') ...J ~ a: <( Vl I- '>->-Oal w al t-0 <(W 0 .JZ w :::) C> :,.:: u-u .J Vl w <(W :I: uo u a: w w x-z -C) z w I-0 w ., 0 a: 0. :z: 0 <( I-Vl ci: I-I') I 0:: 0) N 0 N 0 0... r-X Vl IO :z: 0 I ci: 0:: z a: I-I-0 ~ u LIJ z I--:, :z: 0 t!) ..... a: ~ ::ii a. 0 I-~ >- >- I-I-..... u u c::, ci: :z: c::: 0 ..... -' tl ci: ~ u ..... X 0 i ..... I-ci: I-Vl Q 1-w w a:: t-u, ::c u a:: co ·---------· ... -· -· -· .. ·-·----·-· --;> --w-----------.,_Y/____ --w._~ ~~~l]:WT!f ~r1~mt1f=-~=c~ ~ ~.,,·--, .... ,,,.,_..._,,c\:'I .r•-·~ ------·,. ~7-(0~=:~~::~~~~'.:C}·~:==--~ :::::::;,:<'._T 1 ,1 t r--li SOUTHERN 'cALL ORNIA _GAS co , :,. , --'TL 1-·-.i:. 2' I ('50 nm> PEM / '--· r,-f-.::.r\ ';trl1 <1;1:~f. ! __ ,.// ~~"-,'8.~~IIDd,;~-G-,_, _ ,Q!Tl .r.f;:-~ A IN I ,,, V 1-+· I ,/ ·----24·;~r·-(600~)-1~CP-(·---··----,_ • ~;~ ~r rt:J,.::::~zt1) f~ l :tr:.· - 1 L~. 1·:T ---· 1 ,./ •• ~: •••••• -{80 ) MA IN 1 -=:-=-.:-=.~~ • ----·----.----.·-.~_--:-, 1 __ • 1 _L-,t [·.=.'.~ __ ;_.,. __ -_....,_,_·. Jt:,,,_:=--~~--~---j ___ :.~_=·:.=--=====~;;===;;~.~: -·--------,> ,., c. ·, 1-,. i--:--=-r / c-·---3,!!..-rlf"l t • ,_ --__ ---·--.... , \_ ··-·--/ \ '-' --7' !--} I I ,/s.., 1-t_ -i__l Ll ! I \ \ ~-. ,, 1--, I I ,. '< l., ·~1 '7 -1 I I I I I I I I I I,,--------u. 11 ·NUJUJ UJ..UJ JU -··-..... _, ____________ _ PLAN I• 500 --------------- ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN THIS PLAN ACCURATE FOR UTILITIES ONLY FOR REDUCED PLANS ORIGINAL 0 10 20 30 40 USERNAME => s 13 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora 73 R8.85 J-.-.,4~ 03/01 REGISTERED C IVILEI NEER CDa APRIL 14, 1997 PLANS APPROVAL DATE The State of Col lfornlo or Its officers er ogenta ahol I not be r-eaponalble for the 0001.rooy or ocrrc>leteneaa of eleotronto ooplea of thla pion &heet. 14 47 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM CALIF. 92802 CITY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH,CA 92658 UTILITY PLAN U-4 ,-.. m m I ll'. Cl. <( I A II Cl w I-l-o _J Cl. w ::E I- 0 0 b·· 0 I 0 0 - X X >-OJ 0 UJ {/) > w n:: wr--/-cr> <( '-o"' /-u '>-0 OJ w 1-0 <t:W _JZ :::>t'.l u- _J {/) <tW uo n:: w w x--= (.'.) z w X X 1-u w .., 0 n:: a.. = 0 f-<( f-c:: 0 Q_ V) = <C 0:: f- l.J._ 0 f-= LL.I ::.; f-c:: <C Q_ LL.I c:::, <C = c:: 0 l.J._ --' <( '--' l.J._ 0 LL.I f-<C f-V) 0 w {/) > w n:: w /-<( 0 r--0) '-"' <-'.) _J >- OJ 0 UJ ,,: u w I u j -ti t11 ABBREVIATIONS 0 ACACIA ST CONSTRUCT BRIDGE WIDENING. CONSTRUCT EAST AND WESTBOUND BRISTOL STREET WIDENINGS. CONSTRUCT EASTBOUND BRISTOL STREET WIDENING, INCLUDING GORE AREA. CONSTRUCTION TO OCCUR USING DAILY LANE CLOSURES. w > a:: 0 0 a:: <( I u a:: 0 COLD PLANE BRIDGE APPROACH SLABS. CONSTRUCTION CONSTRUCTION TO OCCUR USING NIGHTLY LANE CLOSURES. IRVINE AVENUE BIRCH ORANGE COUNTY CYPRESS STREET LEGEND ~ -STAGE I CONSTRUCTION ~ -STAGE I I CONSTRUCTION -STAGE I I CONSTRUCTION (DAILY OR NIGHTLY LANE CLOSURE) f-w w a:: f- (/) r0 r- f-w w a:: f- (/) ALL DIMENSIONS ARE IN METERS, NEWPORT BEACH KILOMETER POST SHEET TOTAL UNLESS OT H ERW I S Jr" NOT ED .,_0_1 _5 T-+-----+-R_o_u_T_E ---+_T_OT_A_L_P_R_O_J_EC_T--+_No---+_s_HE_E_T_,s [Ni,,. 12 R8.85 APRIL 141 1997 PLANS APPROVAL DATE The State of Col lfornlo or Its offTcers or agents shol I not be responslble for the accuracy or comp I eteness of e I ectron I c copies of this pion sheet. 15 47 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 CAMPUS DRIVE f-w w a:: f-(/) STREET PLAZA DRIVE _J <( ::J a STAGE WESTERLY PLACE CONSTRUCTION INDEX NO SCALE SC-1 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 60 80 USERNAME = > rb 7 DGN FILE=> q:\Jn08005\04450101.dgn cu 12222 EA 04450 I I'-"' "' I n:: <( ::, I sr N A II C, w I-l-o -' (L w ::, I- 0 0 I 0 0 I 0 0 X X >-(!l 0 w (/) > w D:'. wr--- f--O"l <! '-o"' f--u ">-Dal w f--0 <,:W ...JZ ::,('.) u-...J (/) <,:W uo a:: w w x--:: ('.) z w X X f--u w -, 0 D:'. ll. :z 0 I-< I-0::: 0 a... V, :z < 0::: I- LL. 0 I-:z: w ::::;;; I-0::: < a... w c:, < :z 0::: 0 LL. --' < CJ LL. 0 w I-< I-V, SIDEWALK CLOSED USE OTHER SIDE DETAIL II BIi NO SCALE <SEE SHEET CS-I) 0 w (/) -> w D:'. w f--<! 0 r--- 0) '-"' '-.'.) _j >-(!l 0 w :,,:'. u w :r: u J .§ ~ l-----· 6 .... DETAIL 'B' ·""'!· .. "·--J. c·.1 •• j _,.. -~-~1 .-;;,~ l_·:; ~;·/-~ l. 1-w w 0: 1-(/) _J 0 I-V) a: a) (/) -~-•. <.O <.O <.O <.O '" • I<') I<') r<J·I"').: 8 '.;_., -~·-,t"-·, ,.!'-.?-; .:_: (~: ,): ·~ p.:>_;.-: :N ',, --- ·/::,;r.{--~ - ,. ALL DIMENSIONS ARE IN METERS, UNLESS OTHERW I SE NOTED.,__D_I s_T+----+--R_ou_T_E____,f---\~~'r--'1~~E-i_~~i--'Jr.~i_v-+-s-HN--'EOE_T+-s_THO_ETE_\_.Ls 16 47 STAGE I LEGEND rl ·c 1---'2=----'w...<-'-"---=----+--"'--R 8. 8 5 ... DIRECTION s TEMPORARY cf:E3 TEMPORARY • • TEMPORARY OF TRAVEL PAVEMENT DELINEATION DETAIL CRASH CUSHION CONCRETE RAILING (TYPE Kl REGISTERED CIVIL ENGINEER CDa ~ A APRIL 14, 1997 I==-"-==-", PLANS APPROVAL DATE The State of Col lfornra or Its offlcers or agents shal I not be responstble for the occur-ocy or comp I eteness of electron t c copies of tnls pion sheet. Ill~ BRIDGE WIDENING CONSTRUCTION WI LLD AN AS SOCIA TES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 ++ TYPE I I BARRICADE ABBREVIATIONS: REMOVE EXISTING PAVEMENT MARKERS, TRAFFIC STRIPES, AND LEGENDS. RELOCATE OVERHEAD SIGN PANEL. INSTALL CONSTRUCTION AREA SIGN(Sl AS SHOWN. TEMPORARY RAILING <TYPE Kl. TEMPORARY CRASH CUSHION (ARRAY AS INDICATED). ~ COVER ROADSIDE SIGN. •,: '· \ N BRISTOL STREET w z ·<.O NOTES: I. A MINIMUM CLEARANCE OF .3 METERS SHALL BE PROVIDED BETWEEN THE WORK AREA AND THE TEMPORARY RAILING (TYPE Kl. 2. PLAN VIEW DIMENSIONS REFER TO THE BOTTOM FACE OF THE TEMPORARY RAILING <TYPE Kl. A MINIMUM CLEARANCE OF .3 METERS SHALL BE PROVIDED BETWEEN THE EDGE OF TRAVEL WAY AND TEMPORARY RAILING (TYPE Kl, UNLESS OTHERWISE NOTED. 3. FOR CONSTRUCTION AREA SIGNS AND OVERHEAD SIGN PANEL CALLOUTS, SEE SHEET CS-I FOR QUANTITIES AND SIZES. ' ('~ .. :.---.. ., ,. ' ., ·.;/' ~. -. J:~. .. ;.,.:.: ·' •• ••• ,,_ .h • .,;. •• ,1,.1. ,••••. " .. . . .:-.... ·--' •• :: . :. t~-:: -·".;·£-:.:L __ ._.__ __ ,-;-:.. :-r-STRE-E-f.., .. :.,-. .-? -...- .. 6 8 ...... '{!' . w 1- :) 0 a: '. STAGE CONSTRUCTION N ~RISTOL S1REET TRAFFIC HANDLING PLAN STAGE I SCALE• I: 500 SC-2 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 60 80 USERNAME => rb7 DGN FILE=> q:\Jn08005\0445010Z,dgn cu 12222 EA 044501 ,.._ O'I "' I 0::: <! :::;; I 0 N A " D uJ f-f--0 _J 0.. uJ ::a; -t- 0 0 I 0 0 I 0 0 X X >-ro 0 w V) > w 0:: wr--I-Q) <( '-o"" I-u '->-o ro w 1-0 <CW _JZ :::J{'.) u- _JV) <CW uo 0:: I.LI I.LI 0 w V) > w 0:: w I- <( 0 r--Q) '-,.,-, c.:J _J >-ro 0 w ,,: u w :r: u ABBREVIATIONS: OJ REMOVE EXISTING PAVEMENT MARKERS, TRAFFIC STRIPES AND LEGENDS. 0 PORTABLE DELINEATOR. (SPACING AS INDICATED) [}] INSTALL CONSTRUCTION AREA SIGNCS) AS SHOWN. STAGE I I LEGEND .. DIRECTION OF TRAVEL 0 PORTABLE DELINEATORS WITH DOUBLE BASE BoQxj ROADWAY CONSTRUCTION ~ COLD PLANE CONSTRUCTION (NIGHTLY LANE CLOSURE> -I+ TYPE 11 BARRICADE m FLASHING ARROW BOARD 8 TEMPORARY PAVEMENT DELINEATION DETAIL CAMPUS DRIVE x--~ X X () z I.LI 77 I-0 u <1> I.LI + -, c.o ,____,__~ ___, rCI /\ C20_<RT> J ~ 210. 0 21 0. 0 21 0. 0 I: ::z I. 0 1--<( 1--0::: 0 (l... .--.... --· , .. V, ;z: <( . . ~ r~ "; p 0::: 1-- l..J._ 0 1-- . ~ C20 CL TL-:· .f' :,.- ::z w ::a: 1--0::: <( (l... w Cl <( ;z: 0::: 0 u... _J j <( u l..J._ 0 w 1--;g <( 1--V, IRVINE AVENUE ~ CNO • ,., ... •'• ... 76 -·•·-~ 1--· . ~ --• --- ROUTE ALL DIMENSIONS ARE IN METERS, N _ BR.! STOL. STREET 8 .... -.. -, .. ,. 73 75 • • • • • CX) ,..-~~_n-Q ,• .-,:_I ' . ~ . ~. i ~; ~--L.. -: . -~~·:.:..-( .... _._. ;,: • • t, •:.:-1. '"7!◊-'!/ • 'C.O 1 1 ·I. '<...): : a:· ··-,. Q) ... ,." -:U. .~ --... • i " -t ,_.,__.i'J,•-••.••:•:•'. ,•, .• -, -.•-::-.-._ •,.~ -~• !,;;;tltt") I")' ~rt').! ·, ''N:~~11;i;·r,-1+ 70.0 TRANSITION 14: I <'-------....:....C------------------~< I-I-~ ~ THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY 0 20 40 GO 80 USERNAME = > rb 7 UNLESS OTHERWISE NOTED.DIST ROUTE %\9.~Ei~'6.fE1~T SHNEoET sTHOETNs •. 12 R8.85 17 47 ~ ' fiC REG I STEREO CIVIL ENG I NEER <Do ll LJ APRIL 14, 1997 PLANS APPROVAL DATE The State of Col lfornlo or Its officers or agents shal I not be responslble for the accuracy OI'" comp J eteness of e I ectron I c copies of this plan sheet. 100 rrm WHITE LINE (L=15.0) WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 TYPE I ARROWS(3) ·-·-· ......... -✓• ••••✓ ·,:. 8 25 ·-. ---·-. -·· ........ -. ··-. -.. -·· .. . ---........... . : ··.:··::.·::.:..,_3-_'6· .. ·--·.a._ .l f .. _,l_ 74 ._ ....... _ ............ . -\•·····•..-.,._,. ......... __ ........ , ... ._., ........ ,._._ .. _ . ·-·-,. . -.... ,.. - ~ STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE I I SCALE• I' 500 s C - 3 w z _J FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS DGN FILE=> q:\Jn08005\04450103.dgn cu 12222 EA 04450 I r--"' "' ' a:: <( ::;; ' sr N A " 0 w t-l-o _J 0.. w ::;; I- 0 0 I 0 0 I 0 0 >-m 0 w VJ > w a: X wr-I-0) <( ' o"' I-u '->-om w 1---0 <(W ...J z :::><:l o- ...J VJ <(W oo a: w w x--z <.:> z w I-u w -, 0 a: ll. = 0 I-<t I-0:: 0 a_ X V> = <t 0:: I- '-'-0 I-= LLl ::::. I- 0:: <t a_ LLl c:, <t = 0:: 0 '-'- -' <t CJ '-'-X 0 LLl I-<t I-V> 0 w VJ > w a: w I-<( 0 r- 0) ' ,., (.'.) ....J >-a) 0 w :,,'. 0 w I 0 J I t w z _J I u I- <( ~ w -Z-- _J w CL a:: I-- If) ALL DIMENSIONS ARE IN METERS, PLANS APPROVAL DA TE The State of Col lfornto or Its officers or OQents shol 1 no+ be responslble for the accuracy or comp I eteness of e I ectr-on Jc copies of this plan sheet. WILL DAN AS SOCIA TES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 ,., + (J) U)~ OV> +-Nx ~ ~'---------------~w __________________________ ~3~2~4~-~0~T~R~A~N~S~l~T~l~O~N~1_4~•~1------------------------------------~ .. ), + + N N '. . , ·-:" '<I' . : -~· -••.-. 5G,;. • ,__ ______ <(·' :1. <!.i---=;.:..;---.:..:.;==.:.._..;....:...=.-'--'-'----',-:--~ ·;T---~-.... .c.,;; ~::~: £t,- • 1---:. 'r. <fl , • : _· . ·_ . _lll :•· •. : :_. :_ .; ·--.. . . . . -·-.. . rrm WHITE LINE • co~ "11f) +-ox !.()WW CL •Z-<i:-a:: 1---01---(/) --, If) ..•. 73 ... • ,.,_.,.-.. 14. 0 - 0+Zt, - -.. ' -- _ 1 3· C5-0_ ••. --• ··---·-· - • . --. • ·-----.... -... :. ................ , ... ·-····· S BRISTOc STREET r .• , i , ~ : , ' I • • • RAMP s-2 72 ROUTE 72 • .• C30 . ..,. ; __ ;, ..;_. ;_ . ...:._ t' : ...... "'":' ..... , ..•. ,.., ..... N. BRISTOL _STREET • • '.r,1---- 73 .•. • • .,,~ ., . . .,. . -.,. ---. .... _._ ....... . . . . , -· .... 71 71 .• ---=----:--.--~--==··-"·--··········-·.:..·--·-- 52 00 • .2 • •. 6 ............. 00+0t, • ...... , .. _.,._ .••····•'"''.; r.,,-,.-.-.·•~·""" ••• THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 60 80 USERNAME => rb7 DGN FILE=> o:\ln08005\04450104.dqn 21.0.0 210. 0 210. 0 .. ·_1· <> -·::-,;-....,_.., .... •· .. _._-_: -_-__ . .-._.-:--___ • ----•-·· C20(LTl .. _ .. _.,.. ._ ........ •.•·····---·"•'' , .. . 70 70 • .... • 2 • ,. i:;:, ,· ,.,·)_>\~l~~:.~,;:~=- ..•• r• -~-::,;_ '. !;;,.'./,_ts. / -:. . _._ ,.'. -. STA,GE 1CONSTRUCTION TRAFFIC HANDLING PLAN STAGE I I SCALE: I: 500 SC-4 cu 12222 EA 04450 I r--m m 'J..· ' a:: <( ::,; ' " N A " 0 w t-I-0 -' a.. w ::,; I- 0 0 I 0 0 I 0 0 X 0 w >-V) ro -> 0 w w 0:: V) -w > I-w <( 0:: 0 X wr---r---I-(J) (J) <( '-'-o,,., "' f-Cl u _J '->->-oro w ro 1-0 <(W 0 _lZ w ::J{!l :,:'. u-u _JV) w <(W I uo u 0:: w w x-z - (J z w I-u w SC-2 J 0 a: 0.. SC-3 SC-4 PD-2 z 0 -I-<( (Nl - I-c:: 0 a... X U') z <( c:: I- u... 0 I-z LLJ ::::;; I-c:: <( a... LLJ Cl I <( -z c:: 0 u... X - J -' <( u u... 0 LLJ I-;g <( I-U') t I REMOVAL TRAFFIC STRIPE SHEET AND PAVEMENT MARKING NO. THERMOPLASTIC PAINT STRIPE MARKING STRIPE m m m STAGE I 500 26 STAGE 11 90 489 STAGE 11 206 PAVEMENT DELINEATION 300 380 390 SUBTOTAL 300 970 1527 TOTAL 1270 1527 NOT A SEPARATE PAY ITEM. I PAVEMENT MARKER ea 7 58 25 49 139 139 100 mn WHITE LINE m 45 45 DETAIL 8 m 255 130 385 TEMPORARY TRAFFIC STRIPE (TAPE) DETAIL DETAIL 25 27B m m 110 225 I 10 40 335 150 1125 I I ALL DIMENSIONS ARE IN METERS, UNLESS OTHERWISE NOTED. DI sTI COUNTY ROUTE I \~½-1tEi~'iif£i\T lsHN~ETl lH0Eth DETAIL 37B m 85 85 INSTALLATION DETAIL 38A m 170 170 TEMPORARY PAVEMENT MARKING (TAPE> ARROWS m2 3 3 LEGENDS m2 3 3 10 300 mm WHITE LINE 4 4 I 2 I Ora 73 I R8. 85 I 19 I 47 rlc ,~~;:,~';;;,':,"' /i!'..i'a ~ ~ ~ ll APRIL 14 1997 ( ff HERB£RT L. Clll:SING JR i II :c V) <CZw o::0-' UI::::i n__VlD :::;;=>o wu:::;; f- ea 7 7 7 '"" '"'°": om • ~ O" The Stote of Col lfornlo or Its officers l< xp. 12131198 * ..,__ or o(Jents shal I not be responslble for ~ GI VIL ,'?- the accuracy or comp I eteness of e I ectr-on I c l'(-()I: CAL \fC~ copies of thls pion sheet. - >-Wo::: _JQ o::c.:i-ffil-<Cz::.<: <C<C 0::-f-~ Q_JW er:-n..-0... Oci ::::!:<C>-0...c::, ~er:~ (Nl m ea 96 75 88 96 163 96 163 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 Cl w ~3:: -o -<C ;i:OZ u Vl 0:: t:l W-j~vi n.. 0:: >-0:: LI.. f-<C CD (Nl ea ea 4 8 I 8 I 20 2 20 2 STAGE CONSTRUCTION QUANTITIES NO SCALE SC-5 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY I 0 ' 20 ' 60 BO ' I USERNAME => rb7 I -. ~ I'-m m -I a: <( ~ sr N "' II t-,!..! a w I-I-0 _, 0.. w ~ I- z 0 0 0 ,,, I > 0 w "' 0 ~ I 0 0 X X >-Ill 0 w (/) -> w rr: wr---I-0) <( ' o"' f-u '->-Olll w 1-0 <(W ...JZ ::::J(.') u-...J (/) <(W uo er: w w x--'.: (.') z w X 1-u w .., 0 rr: a.. ::z: C) -I-<( I-0:: C) a_ V) ::z: <( 0:: I- LI-C) I-::z: u..J :::;;; I-0:: <( a_ u..J Cl ' <( -::z: 0:: 0 LI--_J <( u LI-C) u..J I-<( I-V) 0 w (/) -> w rr: w I-<( 0 r---0-, ' "' <.:) -' >-Ill 0 w :,,:: u w I u J I ~ ACACIA ST w > 0::: 0 0 0::: <( I u 0::: 0 I STATIONARY MOUNTED CONSTRUCTION AREA SIGNS WOOD POST SIZE NO. OF POSTS PANEL !MILLIMETERS TYPE CODE <MILt',ihrns> :~~ :i~ ;fn Poo~ ;I~fT EACH A Cl3 1524X6l0 X X B CIB 12l9Xl219 C C21 1219Xl219 D DETAIL 'A' 3048Xl524 E G20 3900X2500 F DETAIL 'B' 600X550 FUNDING 2100Xl500 G C20 I 200X I 200 C30 900X900 W7 4 !RT> I 200X I 200 Rl-2 1200Xl200 HIGH LEVEL WARN. DEVICE X X X X X X X X X X X X )( X X X TOTAL NOTES• EXACT SIGN LOCATIONS TO BE DETERMINED BY ENGINEER IN THE FIELD, 0 -TEMPORARY USE OF EXISTING SIGN PANEL. SEE SHEETS SC-2 AND S-1. 6 9 2 4 2 10 10 2 49 THE IRVINE AVENUE REMARKS 0 a!'iiim,~s ';)l:.i:. 1~\11• t'LAN __ ~!-!, SEE SC PLANS SEE SC PLANS SEE SC PLANS SEE SC PLANS SEE SC PLANS BIRCH @ :I ORANGE COUNTY CYPRESS STREET _ -;-1-______ 3 _ 0 _ 4 _ 8 _mn _ __:::.2.:c.O.:c.O--'mn,.=....::U:.:=..,~ I, BIRCH ST CONSTRUCTION - .© .,- N I!) FROM ____ TO ___ ~:::::I5:IT mn uc EXPECT DELAYS USE ALTERNATE ROUTES DETAIL "A' NOTE• SIGN SHALL BE INSTALLED 2 WEEKS PRIOR TO COMMENCING CONSTRUCTION. I "":'"I j ® ... IC[ ~ I-w ... w 0::: I-• V') 'G -~ ®· .. _J • 0 I- V') -0::: []] V') ... .® ...... @ iC0 •• ® l"1 r-- ... .... CD •• w I- ::::J 0 0::: ® I ALL DIMENSIONS ARE IN METERS, UNLESS OTHERWISE NOTED. o I sTI couNTY ROUTE I KILOMETER POST ISHEETI TOTAL I TOTAL PROJECT No !SHEETS \ tt I-w w 0::: I- @ V') w. • t@ ..... cl -I® ...... CD ©. _J 0 I-V') - 0::: []] t z tt @ ■1■1. CAMPUS DRIVE NEWPORT BEACH ®-1 STREET UPPER NEWPORT PLAZA DRIVE (OR I VEWAY) LETTERING 75 IT11l UC _J <( ::::J a I WITH 50 IT11l VERTICAL SPACING 121 Ora 73 I R8.85 1201 47 . w.:9-;f<. Jj,___,r 3/20/97 ~ f/C REG I STEREO CIVIL ENG I NEER (Dote) ~t>-O to-,4< ~ J APRIL 14 1997 ( ff"""':ERBERT L. ll.l[SING J 1,% ~ 1-w w 0::: I-(/) I I/ I ~ _1~ PLANS APPROVAL DATE ~ No. 45719 ~ The State of Cal lfornlo or Its off1cers {t xp. /2/Jlt9B )} ""- or agents sho 1 I not be res pons J b 18 for-J'/': C I V I L ,,,. the accuracy or comp I eteness of e 1 ectron I c .,,"t OF CAl ,~ copies of this plan sheet. --=--- WI LLD AN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 WESTERLY PLACE LEGEND ONE POST SIGN TWO POST SIGN DIRECTION OF TRAVEL DETAIL "B" NO SCALE CONSTRUCTION AREA SIGNS CS-1 NO SCALE THIS PLAN ACCURATE FOR SIGNING WORK ONLY I FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 I , I 40 I 60 I I USERNAME -> rb7 DGN FILE=> 04450MOI.DGN I cu 12222 044501 r--"' 0) I a:: <( ::;; I 0 N A " D w t- t-o -' a.. w ::;; I- _ ... ..,.I.. 0 0 I 0 0 I 0 0 X X >-aJ 0 w V) > w 0:: wr--f-0) 4' o"" I-u '>-0 aJ w f-0 4W _iZ ::)t'.l u- _J V1 4W uo 0: w w x--'.: X X Cl z w f-u w "") 0 0: 0.. z 0 I-<l'. I-0:: 0 a.. V1 z <l'. 0:: I- w... 0 I-z w :::;; I-0:: <l'. a.. w Cl <l'. z 0:: 0 LL ---' <l'. u LL 0 w I- <l'. I-V1 0 w V) > w 0:: w f-4 0 r-- 0) ' ,,,., (.'.) _J >-aJ 0 w Y. u w I u j ;§ it] LEGEND @ PAVEMENT DELINEATION DETAIL. _Jo:: I3: uo I-_J <tw ::;;;: CI) • SURFACE MOUNTED CHANNELIZER. ,300, kt p.-'-':-L-JN :·· C -·--·---'----'--C~-------.. ·------·b : 3.3 STA. TYPE IV • ·1---~--w• w.; o:::, i .... I-: (/). :: I 00 mm WHfT.E . LINE (L=15._j0l;,: /C!l. i· ,-... > '".lt." . ',. h~ -~).. \~ 100 mm WHITE LI.NE <,~;~~--c 0)7. • 3. 6 . 5-9 Q ,_,A ALL DIMENSIONS ARE IN METERS, UNLESS OTHERWISE NOTED.D I ST ROUTE \H;-1~Ei~iJEi\T SHNEJT STHOEtT~ 4.0 ABBREVIATIONS OJ REMOVE EXISTING PAVEMENT MARKERS, TRAFFIC STRIPES, AND LEGENDS. m SURFACE MOUNTED CHANNELIZER AT 7.5 m O.C. TYPE I (24 l ARROW ->~ {'ii .5, 3. 3 9 TYPE V I I ARROW TYPE IV ARROW VI I ARROW ti. w 0... a:: BRISTOL STREET -3.3- 00+£17 TYPE IV ARROW I-I/) IV ARROW ARROW ~f- _J ~ ,i\ I-'!.__; <l: :,·--. ::;;;: LINE ARROW WI- ZLL -w 3.6 w .a... -1--z Oll/lO::O +-t-- -. -3_._6 _; -. .S 4 .BH 1,STOt,:;_:~_S: J.~.~E_T _ , l~ ;~~:;.:; ~;~:;?~ G L:1.:i -- TYPE VI ARROW 8 "'r ... --.-----·· TY,PE VI ARROW 50+00 2 BR I STOL :srnEET ~ ( -. . .. ., I 4 3.6 ,3. 9 .. ;·:_~-:;-. :,•, co I-f') 1/) ... -OX l{)WW 0... .z-<t-0:: I-01-1/l-, 1/) ·~-----+------_J _J IW 3;-.. -=-9----------,-----;~ 6 <l: CI) ::;;;: <t 7 71 6 ........ _ .. ,. '<I" 1-(\JI/) + -N X '<!"WW 0... .z-<t -0:: I-Ol-1/l-, 1/) TYPE VI ARROW ; ..: J 4.2 3. 300+Zl;,. ) . ' . ~--........ _ ... ··-· . 5 0 51 +00 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS a 20 40 60 80 USERNAME = > rb 7 DGN FILE=> q•\Jn08005\04450n01.dgn 12 '--""----'"' RS. 85 21 47 ric REGISTERED CIVIL ENGINEER cba0 2 APRIL 14, 1997 PLANS APPROVAL DA TE The State of Col lfornlo or Its officers or agents shal I not be responsible for the accuracy or corrp I eteness of e I ectron I c copies of this plan sheet. I- LL w _J WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 70 w 0... a:: I-I/) ~wz 1/lO...O + ---x 0::1-l{)Wl-- 1/l 1/) •Z Z <t-Cl<t o za:: 1/l-:, W1- 3."6" --$ 4.5 PAVEMENT DELINEATION PLAN SCALE: I: 500 PD-1 cu 12222 EA 04450 I I er <{ ::;; I "" N A II 0 w f-f-0 _J (L w ;:; r- 0 0 I 0 0 I 0 0 X 0 w >-(/) CD -> 0 w w Cl'. (/) -w > f--w <l'. Cl'. 0 X wr--r--f--0) 0) <i:'-' o,,., ,,., f--<..:) u _J '>->-0 CD w CD f--O <i:W 0 ..JZ w :::J(.'.) ~ u-u ..J (/) w <i:W I uo u a:: w w x-z -Cl z w f--u w ..., 0 a:: 0.. :z: 0 -I-<( I-0:: 0 a.. X V) :z: <( 0:: I- LL 0 I-:z: Lu ::E I-0:: <( a.. Lu 0 I <( -:z: 0:: 0 LL X - J _J <( CJ LL. 0 Lu I-i <( I-V) ~ I THERMOPLASTIC TRAFFIC STRIPE DETAIL NO.-38 39 9 25A 200 rrm 150 rrm 100 mm 100 rrm 100 rrm SOLID SOLID SOLID BROKEN SOLID SHEET NO. WHITE WHITE WHITE WHITE YELLOW m m m m m N BRISTOL STREET 38 180 45 470 PD-I BIRCH STREET 92 90 200 S BRISTOL STREET 210 90 455 180 TOTAL 130 390 * -SEE STAGE CONSTRUCTION QUANTITIES, SHEET SC-5, FOR TOTALS. <REMOVAL QUANTITIES SHOWN HERE FOR REFERENCE ONLY) I I INSTALLATION PAINT TRAFFIC STRIPE PAVEMENT MARKER (2-COAT) REFLECTIVE 9 278 29 36A 40 40 38 29 25A 100 rrm 100 rrm 200 mm 100 rrm 100 rrm SOLID SOLID SOLID BROKEN BROKEN TYPE G TYPE D TYPE H WHITE YELLOW WHITE WHITE YELLOW m m m m m ea ea ea 45 45 40 39 180 45 50 32 51 35 26 1935 183 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY I FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 I 20 40 I I I I 60 I I 80 I I I THERMOPLASTIC ~ ~ PAVEMENT I-w c:: z u MARKING w:::::) <( NO _J -::;;; Cl... _J wwz 300 rrrn zu-z <( ARROWS WHITE <( LL I- :C C:: LL LINE u:::::) w VJ _J -- m2 m2 ea 17 45 8 32 16 27 37 166 16 USERNAME => rb7 I . I 2 I Or-a 73 I RB. 85 I 22 I 47 .\ ft,., ..L) r1.t ~ ~(T\ -,I 3/20/97 oFESS / flC REGISTERED CIVIL ENGINEER <Dote>~o ~~ o~4< ~ ' s ~ ll LI APRIL 14 1997 1ff HERBERTL.ll.lISING 'i1, PLANS APPROV;L DATE \ \t~~o. 45729 !;;// xp 12/31/98 -The State of Cal lfornlo or Its officers {:l J' 'CIVIL l} or o~ents shol I not be responslble for l'. ,"t- the accuracy or comp I eteness of e I ectron 1 c -fl"(, OF CAL 1~ copies of this pion sheet. --.:...=-- WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 REMOVAL* TRAFFIC STRIPE AND PAVEMENT MARKING THERMOPLASTIC PAINT PAVEMENT MARKER STRIPE MARKING STRIPE m m m ea 20 300 350 325 44 10 65 5 * PAVEMENT DELINEATION QUANTITIES NO SCALE PD-2 OGN FILE => q:\Jn08005\04450n02.dgn I cu 12222 044501 - t--0) 0) I a:: <l'. ::. I sr N A II 0 w f--f--0 __J 0.. w ::. f-- -0 0 I 0 0 I 0 0 :..!.. I I I DIST COUNTY ROUTE I KILOMETER POST TOTAL PROJECT SHEETI TOTAL No SHEETS X Notes• ~ 12 Oro 73 I R8.85 23 I 41 I. For minimum allowable class of RCP LEGEND AND ABBREVIATIONS See Standard Pion A62D. J---..,,J ~ 03/01/97 oms OS-Drainage Inlet Type 2. Al I positive Joints shall be water I -With REGISTERED C lmEINEER CDatel ~<> ~I\ 10'-1< tight. GD-Gutter Depression ~ L1 rlc ,: ~ t; rrm:-u A. m, '.:. 3. The precise determination of the i-Station Line APRIL 14, 1997 l ~~-!!~JZ I ~1} fol I owing Items WI 11 be mode by the engineer In the fleld• station skew, NS-Not A Separate Bid Item PLANS APPROVAL DATE " 0 : 1213l/97 "' - length, fl elevotlon and depth of The State of COllfomla er lte officer-a 41 P-~ it or ooent• 8h011 not be rnponalble fer ~, ,.,. structure • H'. the ocarocy or CCXll)leteness of electronic e OF CAL\~ copies of this pion sheet, - DRAINAGE QUANTITIES \[111 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM. CALIF. 92802 0 CITY OF NEWPORT BEACH X >-w 3300 NEWPORT BOULEVARD C/) (Il -MINOR CONC NEWPORT BEACH,CA 92658 > 0 0 CM I SC CONST> 0 0 Cl w w 0:: :c C/) -w -z -> I-0 LL.I I-0 a.. 0 LL.I u I-w < z cc ,.: -0:: w z 0:: Cl LL.I::) z 1/) ...I cc ...I ::. I-I-1-1/l <( 1/) LL.I LL.I z ::. wr--r--LL.I LL.JU zz LL.I C/) LL.I -> -LL.I I-a, a, I-I-cc::) LL.I ...I cc :)I-:x, ID 0 z I-I-<"-' VI -ucc ::::;; I a.. 01/l I-u u. DESCRIPTION STATION <( 1/) -01') I') >-z ZI-LL.I LL.I w -LL.I 0 ...I >-z VI ::) 01/l U....J LL.I 0 zo -::) I-...I ::. a.. 1/) ...J ,.: u ...I <tZ z ::) I-0: <( LL.I LL.I 0: >-::) LL.I 0:: ...Jc:( ~ 0:: -::. :c LL.I 0 LL.I LL.I 1/) I-(!) (!) 0:0 O::u. u LL.I w -(!) (!) z (!) (!) <( <( oz o::,.: z I-uz 0 a.. X -<( <( <( '>-z z z-::)U 0 I-C/10 <( <( w z I-z z om >----::. ...Jc:( ::) -o: 1/) u ::. :c -LL.I --w (Il <( <( ::.-Ill ID u (!) ::.-V <( LL.I <( <( J--0 cc 0:: M3 M3 M3 0:: :c 0: 0: <W Cl 0 0 M3 KG M EA M 0 1/) 0 0 ...JZ w M ::)C> ,.: u-u I a 1.040 1.017 79 0.900 OS INLET/ 51mm GD 18.646 RT 3+17l BIRCH ST D-1 I ..JC/I w a <tW J: uo u 1.040 6. 700 LT 49+02. 749 lS BRISTOL ST b 1.213 79 0.804 OS INLET/SI lTITI GD b C 2.942 0.295 7.925 0.602 450nm<l8'lRCP/SIDE CONNECTION C a: d 4.656 0.597 450mm( 18' l RCP d l&I x-- l&I I CAP INLET 9,750 RT 3+17ttBIRCH ST e z e --C) SHEET z 2,080 2.942 0.295 2.230 158 12.581 I SHEET TOTAL l&I TOTAL I-0 l&I "') 0 0:: n. AOAD\':TOIIU( QUAtJTITIEO ai:a:t·nu1 QUANTITl!a8 MINOR CONCRETE z -(MISCELLANEOUS CONSTRUCTION> LL.I ...I .,i 0 <( z ...I ---::. ...J <tZ 0 t--1/) LL.I I-LL.I 0::1-mo LL.I < I--0 u LL.I::) > t-I') I z LL.JO:: ...I ::-i LL.I ~LL.Jvi -a, (\J LL.I LL.I 0:: I-> -::o ...I a... 0:: LL.I 1-W LL.I ...J <( 0 (\J 0 0: ::::;; LL.JI-LL.I o-1/) a.. ,.: LLIZ ...JZ LL.I <O u-~-I-,.:mo u 1/) <( > ,.:w-Cl.. r--zlD LL.I o::1-I->-OID<t V') 1/) aiN > u::l ::) 0....J ~ ~ -LL.I 0::)Q.. 3~~ z: 0 I OLLI LL.I<( ,.: a.. >-...ILL.I-• LL.I • LLl:C ~....J C\JOX LL.I ~ Ua.. LL.II/) z zc:, (!) ...I ::. -I a>a.. <00..1-• u 1/) I z 0:: za.. >-0 00 <( • LL.I OLLI LOCATION AND DESCRIPTION 1->-I-1/) <( ID : <( == LOCATION AND DESCRIPTION ~~ <(LL.la> ----<O 0 <( <( LL.I VI I-<(<( ...JI-<(-uz 0 0:: 0: LL.I 1-z--a.. -a..~ -....1 z <( LL.I LL.I 1-ZO z I-0 ....11-== I-z LL.I o:-<( ...I 0::-0 ..... u <(-(!) ...J Q.....J w<t <( ::) > a. ~~ LL.1-....J LL.I 0 LL.I z LL.Ju <( o< > u 0 ID -~o:: LL.I::. ~ ~~ ~ (!)I/) I-CID LLl::!:N I :c o::-0:C <( > om -0: 0:: uo ZN I -1-0:: uo t--, a. o< ID 1/) ::) 0 ...I --,n ::. x-xz ...JO (!) z 0 (!) 1/) (!) ...JO.. 0:: u ::::;;o:: 0:: u LL.I • ...JO OVI , 00: 0:: 0: ;;: (!) 01/l w::l o:: 01/l w. w-• ....JZ ::) LL.I <( U< X ::::> 1/) LL.I 0 1/) <( ltl<(C,, OLLI ....1<0....10 -ltl LL.I LL.I ...I r--:::I: a.. 0 <( LL.I o::~ u OLLI V>-N vu vu-(\JI-LL.-LL."'"l <( V >-ID a. "' I-(\J 1/) "' 0:: >->--< I-I-SHEET M3 M2 M3 M3 M3 M3 M3 M3 SHEET M M EA EA I Cl.. -TONNE M M EA EA EA EA a: LL.I u u 0.. C <t L-1 S BRISTOL ST AT BIRCH ST 283 224 28 1055 204 7 11 7 0.5 -L-3 BIRCH ST AT ROUTE 73 144 4 24 77 I 2 I I I I - J..· X I -L-2 S BRISTOL ST AT RAMP B-1 130 104 -297 128 -15 ---TOTAL 144 4 24 77 I 2 I I I A < II -L-3 BIRCH ST AT ROUTE 73 67 48 194 86 99 8 --z: 20 -Cl 0:: w 0 L-4 N BRISTOL ST AT BIRCH ST 296 212 31 337 93 I 6 I 0.5 5 f-..... f--i 0 -I TOTAL 776 588 253 1755 524 82 I .J < 0.. u w ..... ~ 0 f-LL.I t-zo < I-~o V') ~ I X G SUMMARY OF QUANTITIES Q-1 r:;o "'0 ,_ I ~o -'O I FOR REDUCED PLANS ORIGINAL 0 20 30 40 I USER NAME = > s I 3 I I X D w >-(/) CD > D w w 0:: (/) w > I-w <l: 0:: D X Wr---r---1---m m <l:' ' D ,,-, "' f-<.'.) u _J '->->-DCD w CD 1---D <i:W D -'z w :JC.:, :,,'. u-u _J (/) w <,:W I uo u 0:: w w X-z <.:> z w I-u w .., 0 0:: Q. = C> f-<( f-a:: C> a... X V) = <( a:: f- '-'-C> f-= w ::::;;; f-a:: <( a... LLJ C, <( = a:: C> '-'- _J J <( u '-'-X C> LLJ f-;g <( f-V) ~ I i \, z •.. :r~:_r ' N G78~::' ~ • I-w . ~I • __ ; I +. ' I) I-' Vl ro lD • ,I I") NI • ' N • • G85~ lO • • s ~CN • l'' ± • _ NQ. _7 ._ ......... \,_. --r1 u ' 0::: ,, R26CS) 9 t, OJ CD R61-I. I CMODl 00+£17 ___ ....,,..;, ·•· ........... . ' I . -- - -M -.. _ ... _: G20 ------ @) NORTH Riverside Ml LE RELOCATE SIGN PANEL TO FINAL LOCATION . CSEE SHEET CS-I FOR TEMPORARY LOCATION) A BRIDGE MOUNTED SIGN STRUCTURE FWBT TYPE "A" LAMINATED BRIDGE NO. 55-636 ( I LLUM I NAT ED l. ( SEE SHEET S-2 FOR BRIDGE MOUNTING DETAILS) R26 I I TYPE N RIO CRTJ "" ~R61-I. I ~ C MOD ) I-I ~.:: •. -.:....:..::--:-.. :.-.-:..:: ;::.!~: ---. 0::: ·i ;;:: • .,_.,,~•./"·'J 0 -~ _J, w - o::i---.. w z _J gi('' ~ TYPE N R26 I 4 RI o CRTJ TYPE N - ALL DIMENSIONS ARE IN METERS, APRIL 14, 1997 PLANS APPROVAL DA TE The Stote of Col lfornlo or Its officers or agents sha I I not be respons I b I e for the accuracy or comp I eteness of e I ectron r c copies of this plan sheet. WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 LEGEND EXISTING SIGN TO REMAIN REMOVE ROADSIDE SIGN RELOCATE OVERHEAD SIGN STRUCTURE INSTALL ROADSIDE SIGN ~-C~• ~,~;:~ -~-/_~l~~~~=~--~~~-=~~G2~~~t_):_~::~;~ciL_~~-~t; ~~~s-R-_....:,?~......:...../..:..~..:: _o~--F......:.....R...:A.;:::p-=-..:.._· :__.:..:::.:..:...: •• ,....,..._ 8 • - - - .. 52+00 2 4 6 8 53+00 2 :j_--- -. :::-::·:·-:-:-:··-~·;:,~:;- • ··,. ,:,=~r-'•·••.,,.._-,-,ov,--', _. •• .-... .-: . \C~•---;.:-.. •· . ··-,. _ _ ;; ! ~ "• .......... • •· - 6" - • 2!' 43'W + I RIOCRTJ 13TYPE N·: WIICLTJ ,,.,. ; ,,,,,,,··---, ~ ____ ._;· _·_-_·:-t-.. , ...... ----·-· • , "•'-' '"' , " , , ., ...... ,.,H.l.OJR ' ' , ,•r r .. •,• ·• • wvr--.,-.--21~-_:_,~~-t~~==-==-==-==-~=;S~--;;B~R';-l ~ST~O;;L=-=--zt..,:-~:;T;R~E;;-ET:;:-'-'.-·,_,~6~·-· ---~-· -,--;~.:;;=_•~----=,;5~04+~0.:'..:-=-----...,-~:~-....,-=--_-_...:.,:L,_--_-_-_-_-__;~~~,. ____ ,~--~--~-:,~...,:~'!"--~;::;;~a-'-~...,.·_·· _--_;._~<j_ 5~--·.j't~~QO~·-__ ._,·~~}-~~-:.~_--~}~~·::~·•i:_:_·~-~-:,:_::~_:~~--~~•·-•j; I w z /"') ·, \f1.=· -, " . ~-,, ., I ~ ~ -~ ~:-~v~i~~~~ ;--, : O'.J :{ TH IS PLAN AC CURA TE F.OR SIGN I NG WORK ONLY FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 60 80 USERNAME => rb7 R26 RS I I ~ DGN FILE => q:\Jn08005\04450p01.dgn R26 SIGN PLAN SCALE• I: 500 S-1 cu 12222 EA 04450 I r---0) (J) I a:: <l: ::a, I 0 N A II D w ,_ ,_ 0 _J Q. w ::a, I- 0 0 I 0 0 I 0 0 X X x- X .. g: Mounting bracket <Salvaged) ,----,,.....,_ CfKJ/n Unk Roi/Ing Coro Barrier Type Z6 t, ~ ! <§1 --I _ l UL -::-::::::~!::::::!. I I ! j J--::::...~ ~ I I I __ 1 ___ L~Blrc~ St. ___ ' ___________ 1 DIST COUNTY ROUTE ~IL 141 1997 PLANS APPROVAL DATE WILLDAN ASSOCIATES 888 S, WEST STREET ANAHE I U, CALIF. 92802 KILOMETER POST SHEET TOTAL TOTAL PROJECT NO, SHEETS 25 47 FNBT Laminated Panel - Type A <Salvaged} See Deta!IA f Mctorage.see Bait Arctorage Details New [16 x 76 x 6.4 Tte State of California or Its officers or O<]enls sfKJII not be responsible for tte accuracy or completeness of electronic copies of ttis plan steet. soroy '"'""' 1 Top of Deck 11 Safety ®-II angle~-\-► cfKJnnel FT-•~~lk QW<>l!w., '"'"' SIOOxt~~~~•"""'"'~ :::1--+..,_-_--~-----f~?~ 1• 47 m ~ '----Sofflt TYPICAL MOUNTING BRACKET ASSEMBLY Slot 2.3 x 64 ½-elevator tead bolt with tex. ~[~, f 8 mm fJ cadmium plated steel \ nut and lock waster. f ' / ~ ~ Mounting bracket ~ 8 mm D elev. U--L !Zl x 76 x 79 tead bolt typical~ <Salvaged) ~ Splice line Contractor to determine location after sign delivery~- Slot 10 x 16 2.3 mm 0 Hole for 7 mm Eyebolt for walkwO'f cfKJln WalkwO'f cfKJ!n angle [16 x 76 x 6.4 Extend from end bracket to flush with sign panel edge -Z[)Y. Widening 6.85m t Relocated Sign t '• !Im± .. 1 LOCATION PLAN 39m ~ Top of Sign parallel _____ ----'7 to Top of Deck (_FlffB ,,,,,,,,,,_,,,,,,_,) Type A <Salvaged) ~ I I I I _____ __J 2. Q /350~ • ZTOO ± f 600 ti Note: Verify Exist Sign Mounting Hole Locations 95 MOUNTING BRACKET ASSEMBLY SPACING € ArotKJrage 2.3 mm fJ ttJ/e for IJZ0x25 H. S. bolt with nut and plate waster DETAIL A Bar 154 x ZO x 2.56 Bar /34 X /3 X /54 lot 51 X 2.3 ZO mm fJ Stud bolt ~~~'54 ~j ~ II!. Waster 51 x 7 x 51 with double nut--- Slot 38 x 2.3 169 min. .... ,. . . . . _,, ., '.' . ZOmmfJxZ03mm lg. tex. h:I. bolt preset In ccncrete. Total Z Resin capsule anctor for ZO mm 9 bolt 38 mm lg. galv. "Nlen Head ,, set screw. Lubricate ttread with grapNtlzed grease\. If!. Waster 51 X 6 X 5/ 0 with dwble rot ZOmmqx89mm lg. tex. trJ. bolt. Preset r.-c,,,___---.1._ In concrete. Total 2. Ta 64 X 7 X ALTERNATIVE CIP BOLT ANCHORAGE NOTES• I. For details not stoHn, 588 ST AND/iRD PLANS. 2.. Contractor to pr<Nlde ardor bolt IO'fout before anctcr bolts are placed. 3. Tte contractor sfKJII verify all dependent dimensions f MZOx25 H.S. bolt----Ht-lHll. Slat76x2.3~ ~ RESIN CAPSULE BOLT ANCHORAGE NOTE• Resin capsule aro/rJrage Is subject to appr<Nal of Engineer. lnstallatlon procedures sfKJ/1 comply with manufacturer's Instructions. In tte field before ordering or fabricating Otrf material. 4. NI steel galvanlzed after fabrication. t 111111111111111~~111111111111111=1~ WalkwO'f bracket J /Zl 38 ZBO 10 mm fJ Hex. h:I. bolt with nut, flatwaster, beveled waster and lock waster. Total 4 If Bolt anc/rJrage r~~~-/--2.3 mm f} Hole for DETAIL B IJ2.0x25 H.S. bolt Plate waster Jaime A. Chong PROJECT ENG I NEER 5. ---Indicates Exist Structure -Et( 8<>lt dla. •3 - Bar 5/ X 7 X 5/ ~ Standard Plan Sleet No. 'C3--Deta!! No. SIGN DIET AILS N0SCN..E S-2 BRIDGE NO. 55-0636 BIRCH STREET oc (WIDEN> KILOMETER POST RS.85 BRIDGE r.10UNTED SIGN ® FNTB DISREGARD PRINTS BEARING REVISION DATES <PRELIMINARY STAGE ONLY) SHEET EARLIER REVISION DATES - OF 1,,I..· I I I ALL DIMENSIONS ARE IN METERS, UNLESS OTHERWISE NOTED. DI STI COUNTY ROUTE I KILOMETER POST ISHEETI TOTAL TOTAL PROJECT No SHEETS ITT1 12 I Ora 73 I R8.85 I 26 I 47 ~* Jj,___,r 3/20/97 ;;m;-, REGISTERED CIVIL ENGINEER (Date) ~~q~ o~4< X ~ J ric l.J~ ~ APRIL 14, 1997 \g HERBERTL.ll.1/ESlm: \I) ROADSIDE SIGN QUANTITIES PLANS APPROVAL DATE ~~0-45729 f;1 xp 12/31/98 1-- WOOD POST The State of Col Tfornlo or Its offtcers {1 J' ·CIVIL * or 09ents shol I not be responslble for )'-fr. ~,~ ~ ~ the accuracy or comp I eteness of e I ectron I c <o,, CALl(CII' 0 0 coptes of this pion sheet. -(l) (l) ~ --0 I-I-<D ~ WILLDAN ASSOCIATES V) V) - 0 0 z 888 S. WEST STREET 0... 0... (.'.) I I -ANAHEIM, CAL IF. 92802 w 0 V) 0 z ;::: w 0 I-w >-VJ a:i -z z D > (.'.) (.'.) -V) 0 w --D w 0:: V) V) POST SIZECrrml VJ <C -w w w AND 0 > I-D D c::: w <( PANEL - -LENGTH Cm) w 0:: 0 V) V) > X wr-r-SIGN SIGN SIZE D D 100 100 150 150 0 I-CJ) CJ) <C <C ::a: <( '-'-NO. CODE <rrml 0 0 X X X X w o"" "" c::: c::: 100 150 150 200 c::: I-(.'.) OJ RI I 900 X 900 u _J I '->-RI I A 900 X 525 oa:i >-w ID RI I 900 X 900 1-0 CD I 3.0 <(W 0 _iZ w RI I A 900 X 525 ::J Cl "" u-u [TI R26(Sl 300 X 450 I _J VJ w <(W :r: OJ uo u R26 (SJ 300 X 450 I 3. 6 OVERHEAD SIGN QUANTITIES OJ R6 I -I. I 750 X 750 I 3.6 ~ RGI -I . I (MOD l 1500 X 750 I SIGN SIGN STRUCTURE PANEL a: OJ RG 1-1. I (MOD) 1950 X 750 I 4. 4 w w CD RG I -I . I !MOD) 1950 X 750 I 4.4 z ~ X--SIGN SIGN RELOCATE RELOCATE Cl CD W75 (RT) 900 X 900 I 4.0 LETTER CODE z w ea ea R26 300 X 450 I-0 u @] TYPE N G20 I I w 450 X 450 I -, 0 RIO (RT) 0:: 900 X 300 c.. R26 300 X 450 (ill TYPE N 450 X 450 I 3. 6 RIO<RTl 900 X 300 @] W75 900 X 900 I :z @] TYPE N 450 X 450 0 I -f--RIO <RTl 900 X 300 <( f--0::: TYPE N 450 X 450 0 CE] a... I 3.6 X V, :z RIO <RTl 900 X 300 <( 0::: ~ f--W75 <RTl 900 X 900 I LL. [!] 0 WI I <RT> 900 X 900 I f--:z CID WI I CL Tl 900 X 900 I 4.0 w I'-:::,; Q) f--OD W75 <RTl 900 X 900 I 4.0 Q) 0::: -<( I a... ~ W60CLTJ 1200 X 1200 0:: w I <( C, :::, I GD W60 CL Tl 1200 X 1200 I 4.8 Q) I - cm WI I (LT) 900 X 900 I 4.0 A <( II -0 :z 0::: w 0 TOTAL 10 2 9 I- LL. I--j 0 --' _J <( a.. (.J w LL. SIGN ::;; 0 -X I- w QUANTITIES f--I 0 <( f--NO SCALE 0 V, I S-3 0 t 0 I THIS PLAN ACCURATE FOR SIGNING WORK ONLY 0 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => ,b7 I cu I EA SCALE IS IN MILLIMETERS I I I I I I I I I DGN FILE -> q:\Jn08005\04450p03.dgn 12222 044501 X >-0 ID w VI 0 -w > VI w -er X > w w er I-< 0 Wt,0 I.O I-en O'I '5' ' 0 "' u I- ' >-0 ID >-w ID I-0 <w 0 ...J z w ::J t:> "' u-u ...J VI w <W ::i: uo u x-I-::c <.:> -Cl 1/l z er: 0 w I-> 0 z z -> <.:> w -1/l "' w 0 a w -0: ,c ::::, -)( 3 I- 5' u I w I--LI. :c 0 u -0: z <C ~ -w ~ a. a. ~ <C u V) C ,c z ~ <C -' ... _. I ,c u ... X 0 LI.I s -,c -V, Q I 111 ll il!.1 l! ll ±,,., h, J ·'\.- N l I 0. C> N "' 'ST' :z, I.O w ~ = VJ STA =3+6$.i778 BIR·H ST. oc st_ 63~ ! ' ==-~l~=:_=_=_==::t:1=::::;;-:;;::==:;:;:::l, :t--===f,,fl L - 1 1 -(• V> I N i i (i No 5 Pul I Coup I lngs 1-1/l 0 :::E !£! I.LI ::::, 0 0: <t r- I 11 Exist Conduit And Crossovers ~Q(.l::::::::l= = = = = -=r=-~T __ -,-= = = d :,-.J,..---\--t-.-------;:===r--__ -=f ~300 mm MIN overlap Coupling Band When Extension Matches Exist Conduit Thrust Block (MIN 0.06 m3 PCCl Compacted or Undisturbed Sol I EXTEND Crossover Sprinkler Control Crossover With Pul I Wire SECTION IRRIGATION CROSSOVER NOT TO SCALE 6 ! =--~ , b,,.. __ _ }J4 /"""""""""" _\f fJ // +l ;-- 0: ·t:p I V FOR REDUCED PLANS ORIGINAL 0 20 I C:~At C' IC l~I U:11 I IUC'TC'OC. I "10 I 60 I eo I DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Oro APRIL 14,1997 PLANS APPROVAL DATE The State of Collfomlo 01"' lta oftlcera or agent a aha I I not be reapona I b I a for tne accuracy or canpleteness of eleotronlo copies of tnra pion aneet. 27 47 WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 r.'\ TRANSPLANT 5 EXISTING EUCALYPTUS TREES FOUND WITHIN 15 M OF EXISTING BIRCH STREET I.._V CURB TO SLOPES WITHIN PROJECT LIMITS: TRANSPLANTED TREES SHALL BE PLANTED 12 M MIN FROM EDGE OF TRAVELED WAY AND 5 M MIN FROM FENCE OR BRIDGE STRUCTURE. 0 REMOVE IRRIGATION HEADS AND LATERAL PIPING G) PROTECT EXISTING 250mm CONDUIT, 75mm MAINLINE, AND 50mm SPRINKLER CONTROL CONDUIT 0 RELOCATE EXISTING IMPACT SPRINKLER TO NEW LOCATION!Sl © INSTALL NEW LATERAL © EXTEND CONDUIT EXTEND IRRIGATION CROSSOVERS LOCATION SIDE EXTEND (N) (N) CONDUIT CB OL WATER LINE SPRINKLER CONTROL SIZE (mlml DN CROSSOVER CROSSOVER LINE STATION Rt Lt 250 LENGTH !ml SIZE (mml DN SIZE (mml DN M 3+37.490 X 10 X 75 50 M 3+97. 798 X 10 X 75 50 TOTAL 20 ~ CNl -NOT A SEPARATE PAY ITEM CB -COUPLING BAND FOR INFORMATION ONLY OL -OVERLAP DN -DIAMETER NOMINAL X -DENOTES REQUIREMENT IRRIGATION PLAN AND DETAILS SCALE: I: 500 1-1 USERNAME •> $$$$$$USER$$$$$$ f'I I I")")')~ C"A l'\A.,U:./\1 el el el el el (II w ::. -I->-VI el (II (II el el el " n 0 w I-l-o ..J n. w ::i; I- 0 0 I 0 0 I 0 0 X X >-co 0 w VJ > w a: wr--- I-"' <( ' o"' I-u '>-0 CO w 1-0 <(W ...J z ::::>t:J u- ...J VJ <CW uo 0:: w w x--:: X X Cl z w 1-u w .., 0 0:: a. :z: 0 I--<( I-0:: 0 a... V1 z <( 0:: I- u... 0 I-:z: w ::. I-0:: <( a... w c::::, <( :z: 0:: 0 u... _J <( (J u... 0 w I--<( I--V1 0 w VJ > w a: w I-<( 0 r--- "' ' "' (.'.) __J >-co 0 w ><'. () w I () J I t LEGEND (§]-SIGNAL INTERCONNECT JUNCTION ENCLOSURE S BRISTOL STREET ) . ...;. I POLE SCHEDULE - s BRISTOL STANDARD LUMINAIRE VEH. SIG. MTG. NO. A TYPE SIG. M.A. LUM. HPSV MAST ARM 29-5-ll3(Nl l5.2CNl 4.G<Nl 250W MAS Cl ALL EQUIPMENT RELOCATED UNLESS OTHERWISE NOTED: <Nl NEW POLE SV-2-T NOTES [D INSTALL LOOP EXPANSION JOINT PER STD. PLAN ES-5E. (}]REMOVE EXISTING SIGNAL INTERCONNECT CABLE AND INSTALL 12PR •19 SIGNAL INTERCONNECT CABLE. [}]REPULL EXISTING 7PR •22 SIGNAL INTERCONNECT WIRES FROM EXISTING PULL BOX LOCATED AT THE GORE POINT OF THE OFF-RAMP INTO NEW SIZE 53 CONDUIT, TO THE RELOCATED SIGNAL INTERCONNECT JUNCTION ENCLOSURE. 4. LOOP DETECTORS SHALL BE 1.8 m X 1.8 m WITH 3.0 m SPACING, AND CENTERED IN THE TRAVELED PORTION OF THE LANE. PLACE LIMIT LINE LOOPS .6 m INTO CROSSWALK OR PAST LIMIT LINE IF NO CROSSWALK, OR AS DIRECTED BY THE ENGINEER IN THE FIELD. 5. ALL CONDUIT NOT BEING REUSED SHALL BE ABANDONED AND CONDUCTORS REMOVED. STREET PED. SIGNAL MTG. SP-I-CS BRIDGE DECK CHANNELIZERS <SEE PD-I l Cl PPB 0 QUAD. ARROW 2 E RT<Nl I.S.N.S. Bristol St CONDUCTOR SCHEDULE Cl N BRISTOL STREET AWG •12 TOTAL CONDUIT SIZE N=NEW E=EXI Cl ALL CONDUCTORS ARE EXISTING, UNLESS OTHERWISE INDICATED• • -NEW SIZE 41 C., 2 NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 60 80 USERNAME = > rb 7 DGN FILE •> q:\JnO8OO5\O445OuOl.dgn PLANS APPROVAL DATE The St<Jte of Col lfornla or Its officers or ac;ients sha I I not be re spans I b I e for the accuracy or comp I eteness of er ectron I c copies of tills plan sheet. WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 , 2 EX. SIZE 53 c. ~LOOPS<8J SIGNAL AND LIGHTING SCALE: I: 200 E-1 cu 12222 EA 04450 I t-en en I 0:: <( ::a I en A II 0 w I-l-o _J a. w ::a I- 0 0 I 0 0 I 0 0 >-m 0 w (/) > w 0:: X wr---1-m <( '-o"" I-u ">-om w 1-0 <( w ....JZ ::J{'.l u-....J (/) <(W uo a: w w x-z c., z w I-u w -, 0 0::: 0.. = 0 I-<t I-= 0 0... X V) = <t = I- LI.. 0 I-= u.J :::,; I-= <t 0... u.J c:, <t = = 0 LI.. --' <t u LI.. X 0 u.J I-<t I-V) 0 w (/) > w 0:: w I-<( 0 r---0) '-,.-, CJ _J >-m 0 w Y'. u w I u j i ~ rn+ou· s BRISTOL BR I STOL. • -ri· ~-~. " ~: 8 : f ... ALL DIMENSIONS ARE IN METERS, ROUTE 1: I-.. LLl ·I LLl \..o ,' .';f ◊\• ~ .-!. • \, z ,',. '" g if,i't ,i:i, .;. ;;:i,;,-:i•;,:::i; •• ----'1, h: . 73 . I· V'l ·1,pbRC . J\ ·-,I·, .I. 1·. ·I <!) 1· •1: .. ti Ii' 11 ·11' II IC ·11- 11;. ·II :11:• • ti 8 ,.;.--- 11/2" C, 2"8 (LIGHT I NG) EXIST !1/2'C, 2"8 (SIGN ILLUMINATION) !1/2"C, 2"8 (SIGN ILLUMINATION) .......... •' ........... ~-.---., 11' ,tf ., .. -.. , ", ·11•,/· !1/2"C, 2"8 (SIGN ILLUMINATION) 502 PLANS APPROVAL DATE The State of Col lfornlo or Its officers or ooents sho I I not be respons I b I e for the accuracy or completeness of etectronlc copies of this pion sheet. WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CAL IF. 92802 WIRING DIAGRAM LEGEND • SPLICE 0 EXISTING SIGN ILLUMINATION EQUIPMENT TO REMAIN [21 □ EXISTING SIGN ILLUMINATION EQUIPMENT TO BE RELOCATED RELOCATED SIGN ILLUMINATION EQUIPMENT Q EXISTING 200W HPS LAMP TO REMAIN 'i' EXISTING 200W HPS LAMP TO BE RELOCATED Q RELOCATED 200W HPS LAMP <STRUCTURE) EXISTING NO. 8 AWG CONDUCTORS TO REMAIN EXISTING CONDUCTORS TO BE REMOVED NEW NO. 8 AWG CONDUCTORS TO BE INSTALLED SIGN ti I @ 501 LLl I ~\ (~ r-1 I SIGN I I I I NO. 7 I I I I ! I I I I I I I I I I I I ---+ I I ! I I½" C, 2"8 (LIGHT I NG) s BR I STOL I I STREET = . . . .. ! -- . -~ _r.,: - {XI ST--11/2" C, -ziiJ 4 '(s1·G·N-ILL c~.· .. "--E.X. I ST -W2 '.;C, ,JUGHT 11'/GJ _. • -,•--r n .' ~--, , '_p.,•"~ -.,~ qJ ;;f ;.½" c·, . 2"l3: • <s,u:;N :] µuM I NAT IJl .,, -~~"'· ,. ,, • • _._ -..-• • I .,,, ' .:.~$".r:-::::::::::::::::::-,~ \'' -.. . . 0. I 2 4 ------------,-- \ I I I ~-'\.Lt. STREET. ' ; ,':,,;*~t/8H'/~euMINATION G\ o:'. -I CD I EX I ST I 20/240V TYPE I I I BF SERVI CE LIGHTING CIRCUIT ID" ORR-73-R5.441 EXIST 120/240V TYPE I I I BF SERVICE SIGN ILLUMINATION CIRCUIT ID" ORR-73-R5.442 ~ EX I ST I 20/240 TYPE I I I BF SERVI CE SIGN ILLUMINATION CIRCUIT TO REMAIN EX I ST I 20/240 TYPE I I I BF SERVI CE LIGHTING CIRCUIT TO REMAIN LIGHTING AND SIGN ILLUMINATION NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 60 80 USERNAME => rb7 DGN FILE=> 0•\Jn08005\04450u02.dgn SCALE: I : 500 E-2 cu 12222 EA 04450 I ..... en en -I a:: <( :::, I (X) A II D w I->-0 _J 0.. w :::, I- 0 0 I 0 0 1 0 0 X 0 w >-VI CD - 0 > w w VI n:: -w > I-w <( n:: 0 X r-r-I-a, a, <( ' ' Ol'l ,,, ..I "' 0:: <t VI I- '>->-om w CD 1-0 0 <(W .JZ w :JC) "' u-u .JI/I w <(W :x: uo u n:: Ir.I Ir.I x-z -0 z Ir.I I-u Ir.I -, 0 n:: Q. ~ <t --~ -VI I-,,, I 0: a, N 0 N 0 0.. r-X V) 0 1/) :z I ~ z 0:: I-I-0 ~ u w z I-, :z 0 C) LL.I 0:: ;i:: ::;; a. 0 I-~ >->- 0.. I- I- LL.I u u Q -< :z @5 ..... --' I -< u ..... X 0 LI.I I--< I-V) g Plantlng area 0.0 m or greater r ~j 8.33¾ Max N1~ N ::E IOi:: Max at curb IOi:: Max at curb 8.33¾ Max See Note CASE A See Note 9 ~ 1.22 m Min Crosswalk E Crosswalk ~ C C, .c +- IOi:: Max at curb (/) (/) Q) ..J L Retaining curb If I 1.22 m I t d ~---~~~--i• necessary a e ge of sldewalk ~j C SE E See Note 8 N ~ \ Nlx ::::: C, CX) ::E ( Front ed \ sldewalk ge of \ ~ ~See Note 9 CASE B 1.22 m Min ~-------::::::::::::::=::==::::::t:=~j=:]_j_ Max ~ Plantlng area Top of ramp SECTION B-B Depress entTre srdewalk as requTred ~ Retaining curb _If necessary r--0t===;::==~~======1~I T=!= /~ L__J 2i:: Maxy= T _J SECTION C-C 000000 000000 000000 000000 000000 000000 000000 ~ 1.53 m 000000 000000 000000 Retaining curb If necessary at edge of sldewalk See Note 8 ----,c,,..c...c-~~ ~ ~ ~ ~ ~ EC N ~ LL 0 (D et (D OL d c,, 000000 000000 000 0 CASE C Use when sldewalk Is less ~ 1· 1.22 m • I C ~ E E E N ~ N l'"l X ,..., C, than ·1 600 Note 9 1.8 m wide ~j ~j Planting area C SE E N ~ C, Q) L C, c,, Nlx ~o CX) ::::. 1. ,.22 m CASE F See Note 4 See Note 8 Front edge of sidewalk 0000::::. Front edge of C + Ni~ N::::;; 1.22 m CASED m 0 sldewalk See Note 8 9 ~ 0 3' 1/l 1/l 0 a ~ "% ~-----+- 10 ¼ Max at curb Crosswalk CASE E GROOVING DETAIL FOR REDUCED PLAN ORIGINAL D C C, a: CASE G See Note 4 1.22 m ~ ~© © © ©: :~~ ~ ,§."' (o ()~ RAISED TRUNCATED DOME PATTERN 11--i ~5 c=:::s ~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 1 unless otherwise s~own ~ ---1 on project plans I Limit of pay -----,:1 DETAIL H Existing curb and sldewalk ID 20 30 40 USERNAME :) s 13 9. Front edge of sldewalk NOTES DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Oro 73 RB.BS REG~7o1i~NEER O~t~I APRIL 14, 1997 PLANS APPROVAL DATE The State of COi lfcrnlo or lta officer• or aoonta aha! I not be reaponalble far the occc.rooy or ~leteneaa of electron copies of thla pran Sheet, 30 47 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 sldewalk Is too short to accommodate ramp and 1.22 m platform as In Case A, the sidewalk may be depressed longltudlnally as In Case B or C or may be widened as In Case D. 2. If sidewalk Is less than 1.8 m wide, the fut I width of the sldewalk 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 wheelchairs. 4. For Cases F and G, the longltudlnal portion of the sldewalk may need to be depressed as shown In Case B. 5. If located on a curve the sides of the ramp need not be parallel, but the minimum width of the ramp shal I be 1.22 m. 6. Transitions from ramps to walks, gutters, or streets shal I be flush and free of abrupt changes. 7. Sldewalk and ramp thickness, "T", shal I be 90 mm minimum. 8. The ramp shal I have a 300 mm wide border with 6 mm grooves approxlmately 20 mm on center. See grooving detall. Curb ramps that have a ramp slope flatter than 6,6 71/. 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 romp, the concrete finish of the ramp and Its flared sides shal I have a transverse broomed surface texture rougher than the surrounding sldewalk. 11. Ramp side slope varies unlformly from a maximum of IOi:: at curb to conform with longltudlnal 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 Immediately 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 details approved by the Division of the State Architect on March 18, 1996. NEW 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 ST ANDA RD PLANS BOOK DA TED JULY 1995. STANDARD PLAN NSP A88 r--m :..!..• m -I a:: 0.. <I I A II Cl w f-f-0 --' Q. w :::, -I- 0 0 I 0 0 I 0 0 ~ "' "' 41.150± ----Slope Paving, Typ 81. 230± <Measured along It Birch Street> @&@) N.S. & F.S. r----1 '-------' Bent 2 EB 40. 080± 4 D I ST i COUNTY ROUTE 12 I ORA RE:CISTERED APRIL \YILLDAN ASSOCIATES 883 S. WEST STREET AHAHE IM. CALIF. 92802 City of ~ Beocn 3300 Newport Blvd. __.-t Beoch. CA 92658 SPCNSORINC AGOCT R8.85 I 31 . 47 <Oertel Datum Elev=I. 500 ~ ~...--l-!--------_}---1 ___ -+-------------+l--------------t-------------4++!00 £ Birch Street 32. 033 & Varies Tie State of Cdlfornla or Its officers or agents sto/1 rd be responsltJe for fie accuracy or completeness of e!ecfron/c CO(:ies of tlis ,:Jan steet. ELEVATION 1:200 LEGEND• ~ Indicates point of minimlm vertical clearance II. 582 ± II. 582 ± a. 869 ± & Vories Note: ~ Indicates Bridge Removal <Portion> ,. 524± 0.600 I. The Contractor shdl verify all controlling field dimensions before ordering or fabricating any material. ----Indicates new structure 0. 305± 4. 900 7. 200' 3.600 -----Indicates existing structure ------· Indicates foundation or -;S;;-t::-:o~e=-1tt---,i-------"-9=--· 7.:..::5:c.:3:....:±=------------=8.:.... =.24..:..7,_±=------ll 7. 200 4. 900 Cone Barrier ype 26 with Rom hidden construction ons Xl DetallNa. ~\XJC_JC~c::-C-_Jc:;_]°C_JG11)- ~St=dard Pl= Sheet Na. , exist Utlllty ~ -"------"-~ I ~ i I I ~r---T-----1------,--T-1:V1 I I 11 ~ ~· I I I \ ' ' ' ' ' L 0 0 (7l ..; .,=; 0 0 U) E E : ~~ls:i~~e--..____ j :I :I :I : •,E i i ~ o I :LExlst toe J 1• \ i \ i ~ o en • • 1-O:::. _L , , E o "'i ; ~ I ' 0 U) :g : of slope + 1 r l ( --==i=: ________ ___kk_ ______ j_i_ _______ ~:J2_ __________ L_l_________ -- - - ------Cf=--~ t I ; ' I ~ Ef-t=-:--------------------------·~;-~~ ------- 3 ~~=~~~-~::-:-----------------r--_J ,--i _L:_ __ 1-"' 1 --::r:=:1=1--1 ::t:i=::1----r~~-.:.J~--~----7 .. v~~ 1t~!if30± C:°" Stree~ ---. ---74• 71._,,a_l[Ra= · --. ~ !'.~!·,:::: • ~gg~~i1~~:~----NO~ES• ---;-~~~A~~~~;~--L--,::::-=~~::~ ~ ------,:;:;O°39'10'E± --t-. (!) Temporary Rolling Type K !See Rood Plans> SHEET NO. TITLE • ® Remove Exist barrier. rolling & overhang I GENERAL PLAN _ : 0 Q) 1136mm Closure Pour 2 FOUNDATION PLAN ------"<D'-'-1---© Relocate exist sign structure <see Road Plans> 3 ABUTMENT I LAYOUT g @) 203mm Sewer Force Main 4 ABUTMENT 3 LAYOUT =============±================= g ======:c=~~=~~===rw @ Approach Slab Type NC9Sl 5 ABUTMENT DETAILS --_ ----------------------~ ----~ (J) Remove portion of Exist Abut and Wlngwoll 6 BENT DETAILS NO. I ...t::::=.==rt=-========:====~i===============r:=============:;:;::;;===;;;;;;;;;;;;;;;,;:;=,:=======-..;~.,;;::= g ® Match exist cross slope and grade 7 BENT DETAILS NO. 2 ...; @ Point 'Birch Street 0C' 8 TYPICAL SECTION ---+--'----'-'"-@) Point 'Bridge No. 55-636' 9 GIRDER LAYOUT @ Resurface Bridge Deck 10 GIRDER DETAILS @ Matching Sidewalk <See Road Plans> II SLOPE PAVING I. 500 @ Manhole Access 12 STRUCTURE APPROACH N!9Sl t-.2± Slope I I ,. I I I 11. ooo+ I ~ i.c 00 J-a.o Q) Q>CO I I I I 14. ooo+ §· 14. ooo+ ·it· 1 i ,.500± .... PLAN j I: 200 @ 2-127 mm Ducts for Future Utility 13 STRUCTURE APPROACH DRAINAGE @) 76 mm Communication Conduit <see Rood Plans> DETAILS 14 CHAIN LINK RAILING TYPE 6 15 SEWER FORCE MAIN DETAILS 16 LOG OF TEST BORINGS 17 AS-BUil T LOG OF TEST BORINGS ' • 1:2± I 11. ooo+ , 3. ooo+ Slal I I ·1 r .,. ' r tO I <D l,.500± N ...; 0 + V For 'Standard Plans Doted July 1995' & 'General Notes' see 'Foundation Plan' ALL DlfJErtSIONS ARE In sheet , UETERS UNLEH OTHERWISE SHO\'YN ~ l----1----------0-ES-I-GN-"""'!'~ .. -J.-C-h_o_n_n ___ ...,.~"""""=-R-N ___ J_h_ ...... L __ OA ... O--FA-CT ... O"'l"'"---L-IV ... E---LO .. A ... CI-NG-,-H .. S-20---44-AN_D_A_L-TE-R-NA ... T-,v--E--~p"'"R~E~P ... A ... R ... E~O~F ... O ... R ......... T_H_E ...... _-,-___________ ~B~R~IO~G~E-:N~O-. r---------------------------1 g "' • ogoro 0 DESIGN A"1J PERMIT cEsiGN LOAD Jaime A.Chang 55-0636 BIRCH STREET OC (WIDEN) ~ '°"" DETAILS " J. Lovin O£a.ED R.N. I T.L. LAYOUT .., J. Chong ou= STATE Of CALI fQRNIA PROJECT ENGJ~EER KPCMP> g auANTITIES " M. Rynklewlcz C>£ruD R. NogoroJoh SPEC1F1m1111s " T. Lambert ~"".:,,<' Sl'[CS (EPARTfoENT OF TRANSPOOTATI ON R8.85!RS.5l GENERAL PLAN ; t,.::;::.:.:.:.:.--"---'----.....1---...... --------.i--------------------~OR::-:l-:C':":1,u.:7'.L~SC::-:A::-LE~IN~M'.":'IL::-L'.":'IM'.:'E::TE:::RS::-imt••------mTI!l•trnrn'--,_.;.-tic~u;"'i'l2~2;")2::j2~-------+-:D"'.'I S:-:R::E:-GA-:R:-0 -:P~R 1:".'.N':".TS:-:'.':8E'."'.'A'.'.'R 1:".'.N:-G--~:-_-..,-,.,.-_--~'!"!'c~-.:J. ~::-•~Nr~,;:::"'.!"'_:_::Err:OrE~1JITP,J~~r:::,rrE!Hc:Jc:· ::0Jr,j #._ _________________________________________ FOR_~_~_ou_c_ED-PL_A_Ns _____ ~o __ ,o ............................ .;.. .... .._ ...... .;,.,,..;....;..;.;..._..i..;E~A ...... 0_4~4~50~1-------....L-E-AR_L_1_ER-RE_v_,s_1_o•_•_DA_T_Es_-__ l.L_ ! I 17 ,_ .,. "' ~ "' 0 ~ .,. 0 0 "' ,, .,. 0 0 "' E. ,, .. I I 'i ; ! BEttCH UARK8 CBM 10-74 I\ I' -.,\ 'j ', i ', i I Elev 15.892 m At S.W. corner Bristol St.&. Birch St. FD a chisel mark. In top curb at E.C.R. on S. side Bristol St. 9.754 m S.W. center llne Bristol St. & 15.240 m N.W. center line Birch St. 250-A-78 Elev 15.789 m Found chis •□• on N.E. corner of base Exxon Sign 18.593 m South of center llne Bristol St.&. 18.288 m East of center llne lrvlne Ave. PHOTOGRAl.t.lETR! AS OF• SURVEYED .. FI ELD CHECKED •• i.( !.< r--!<: • I J \ r,-li > ,, : )··/ _,,YI: / ' / . / I l II ·, . I ~,t CD .,., +-:::.. ::, N 0 0 ~ili J__ FOUNDATION PLAN I: 200 , , 3+65. 778 't_~lrch St = _L4..t7l.-288~Route 73 0 0 ,o ,,.: 7.224± 8TAHDARD PLANS DATED JULY 1995 DRAWN TRACED CHECKED AIO-A AIO-B A62-C BO-I B0-5 B6-21 B7-1 B7-10 B8-5 811-54 ABREVIA TIONS SYMBOLS EXCAVATION AND BACKFILL BRIDGE BRIDGE DETAILS BRIDGE DETAILS JOINT SEALS BOX GIRDER DETAILS UTILITY OPENING BOX GIRDER CAST-IN-PLACE PRES TRESSED GIRDER DETAILS CONCRETE BARRIER TYPE 26 •· J. Lovin DESIGN i ,. J. Chang '"""'0 R. Nagarajah .. DETAILS ! ,, J. Lovin """'° R.N. I T .L. IT ouANT, T, ES 1 •· M. Rynk.lewlcz """'0 R. Nagarajah PREPARED FOR THE STATE OF CALIFORNIA IEPARTM:NT Cf TRANSPCJH AT[ ON ,,, , ,tll I lft,• •till ORIGINAL SCALE IN MILLIMETERS FOR REDUCED PLANS 0 IO 20 30 40 50 <: 70 80 s-: I 00 .>· Note: 0 I ST I COUNTY ROUTE I 12 ORA REG I STEREO C WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM. CAL IF. 92802 KILOMETER POST I SHEET TOTAL TOTAL PROJECT ! NO. , SHEETS The Slate of California or Its offlcers..<x agents..!iln/J.. nd be responsible for the accuracy or ccmp/efeness of electronic copies of tfi s plan sJ-eet. Sta. 4+05. 173 I. The Contractor shall verify all controlllng field dimensions before ordering or fabricating any material. 4 00 ,,.-~,~F91.ai=cf=~;.,---,, \ ' \ Jaime A. Chang PROJECT ENGINEER cu 12222 EA 04450! DESIGh: DEAD :.OAD: LIVE LOADlhG: SEISMl1:: LOADlhG: REINFCRCED CONCF8E: LEGEND• -----Indicates Exist. Foundation ---Indicates New Foundation Denotes bottom of footing elevation. For details not shown. see 'Abutments• and "Bent Details" sheets. GENERAL NOTES LOAD FACTOR DESIGN BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO with Interims and Revisions by CAL TRANS> Includes 171 k.g/m2 for future wearing surface. HS20-44 and alternative and permit design load. Peak. Rock. Acceleration = 0,6g Depth of Alluvium >45. 7m fy = 415 MPa f'c = 30 MPa n = 8 Transverse Deck. Slabs !Work.Ing Stress Design) fs = 138 MPa fc = 8 MPa n = 10 PREST=:::SSING CONCP.:TE: See 'Prestressln<J Notes' on 'Girder Layout• sheet <KIio Pascals> FOOTIN:; PRE SSL.RE: BR I C..:;E NO. 55-0636 KIU)olHtR P0S1 R8.85 Abut I Bent 2 Abut 3 Allowable Design 239 211 287 287 239 211 ALL DU:IEN810N8 ARE IN UETER8 UNLESS OTHER\'IISE SHOWN BIRCH STREET OC (WIDEN> FOUNDATION PLAN (JI,·_,, .... a, a, ...; tJ E a, e l. (DI03o5± ---~structure Approach Type N(9Sl ii ~ ' I ' I ' -, ' Lf-----,1-----1------+----+-~----'-+--------------------I Bear In Pa: I 1635 1460 2250 1460 1912 ' pocrng i.,, ________ 8_8_6_9_W_l_d_e_n __________ ..,,Csr-+■il: ________ 115_B_Z_± ___ __,~ PLAN 1:50 For ExternolKey see~ { 'Abutment Details' I Sheet • I ITT~ I ,,,,.... --,, U-2 4) ,, _..------I , ,, , ,,,,. I , / '\. / I '\. / '\ / '\ / \ / \ / / \ I I I I I I I \ \ '\ _! _______ _ Note: © Limits of Structure Approach Type Nl9S> Structure Approach Slob -------1 I ~----l_ Exist Berm ELEVATION 1:50 Note:Superstructure not shown, Typ -, ------, --- DISTI COUNTY ROUTE 12 APRIL 141 1997 PLANS APPROVAL DATE WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM. CAL IF. 92802 KI LCMETER POSi TOTAL PROJECT RB.85 SHEET I TOTAL NO. SHEETS 33 47 Too State of California or Its cfflcers or cqents stoll not be responsible for too occurOCJ (I( CIJlWe/ene.ss,, of. electronic copies of ttis pion steel. Notes: I. The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. For Sections A-A, B-B, and C-C see 'Abutment Details" sheet. 3. For 'Bearing Pod Detail' see 'Abutment Details' sheet. 't,Abut -- Top of Deck 1220 ± Berm to match exist, typ Slope Paving ~ -------..__~_ WINGW ALL ELEV A TION 1:50 LEGEND: mm Bridge Removal !Portion> !008 Expanded Polystyrene ALL DIUENSIONS ARE UI UILLlr.tETER8 UNLESS OTHER\"118E SHOWH ~ t---+---------r---------------------r----~-=--~-------:1ou::':"""""':":---:"""'.""1----::::':::=~'::"::::::-:::"::':::-"":":"":':---:-r-------------r;.3R;'ilii,OG::i£"";;NOri".""'."", ---------------------------~ DESIGN " E. Johnson 0£tw> R. NogoroJoh PREPARED FOR THE "' g 55-0636 I ~ tlL().IEITR POS'71 g RU5 ;i-,;;;;.;.;..;;;.:. ______ ..... '""' __ ..i.. ____________________ __.r..,. _____________ ..... __ ~~-----:-:---~~-'lffl!Tnm!rrmm~=:m:mm~~IT!ffl!mffli'~ffllfflffllffl,T---,~~~~---------;-:-s?.-.~-G-AR_D_"_-,-N,-S-9-E-AR-,-,.-G--,-t-----.,-,,.----~7'?:r":':'-'-~"'-~'i~'-'--:-"~"'-~i-:,'-"'-'-~7(P'.ER!;EL'.11~1,1TI1N~A[Rv~ . .__~=-,-n,A~G°['.E]o;NL~Y===+11H~1!r1 '.:30~,:j .;, cl"~ :c'I Re, SIC', DATES -' 3 17 .._ ________________________________________________________ .;,,_ __ ...;.;;...,,;,,;._;.;....;.;...,_,;.....i..;;,.;....;;;..;,.;.;;,,;. _________________ .....__""-___________ :..,__;_ _ __:~__._,__J Joline A. Chong DETAILS " J. Lovin oum R. N. I T. L. STATE OF CALIFORNIA PROJECl Eh<: I NEER OUANTI TI ES " M. Rynklewlcz a.:cw, R. NogaroJoh ~PARTt,ENT Cf TRANSPOOT A Tl 00 ORIGINAL SCALE IN MILLIMETERS cu 12222 FOR REDUCED PLANS C:.\ 04450 BIRCH STREET OC (WIDEN) ABUTl'JENT 1 LAYOUT .... a, a, PLAN 1:50 ELEVATION 1:50 (!)12199 ± JESIGN Note:Superstructure not shown. typ ,. E. Jonnson 0£00!) R. NagoroJoh JETAILS .. J. Lovin D<OIII R. N . I T. L. CUANT IT 0E5 .. M. Rynklewlcz °'""' R. NogoroJoh 3 Note: (D Limits of Structure Approach Type NC9S) Top of Deck 1220 ± Berm to match exist, t Slope Pav! Note: 01sTI COUNTY ROUTE 12 APRIL 14, 1997 PLANS APPROVAL DA TE WILLDAN ASSOCIATES 888 S. WEST STREET AHAHE I t.1. CAL IF. 92802 KILOMETER POST I S.-eeT i TOTAL TOTAL PROJECT ! !,C. I SHEETS RB.85 I 34 I 47 Tte State of Callfornla or Its officers or agerts stxJII rd be responsible for tte accuracy.00& COfD/;Jlden:JSS.of electronic cor;ies cf tlis pion steel. I. The Contractor shall verify all controlling fleld dimensions before orderim;i or fabricating any material. 2. For Sections A-A, B-B, and C-C see 'Abutment Details' sheet. 3. For 'Bearing Pod Detail' see 'Abutment Details' sheet. (f.Abut Brg 6 m E Structure Approoc.~ Slob ______ ..J WINGW ALL ELEV A TION 1:50 LEGEND: ~ Bridge Removal (Portion> ~ Expanded Polystyrene "' "' "15 !C]Q.9 i:l 300 Drill & Bond Dowels Into 250mm hole, tot 16 .!: u E E 0 "15 i"""\ i:l 450 Typ •15 C3 i:l 450 Typ DIST COUNTY ROUTE KILo.ETER POST TOTAL ?ROJECT RS.85 TOTAL SHEETS 47 -----------,----i---Q-t--+-+----:~=-"-=2:.:5.....:.:.x....:2:.:3:...:0....:0_:_t..:..o_t_:5~T.:y.:.p-1 r-----------------.1 <Dote> Notes: 900_., "25~tot 5 -----------1=-- ---------------- •15~ 100 ID 300 ~ Drill & Bond Dowels Into 250mm hole, tot 16 Joint Seal Type B MR=30mm 81 Waters top •15 25 mm expanded polystyrene Abut Abut L u <D .... 1220 1220 1143 1143 SECTION A-A 1:20 . 75 mm 25mm Exp Jt Filler "20 \, Typ Abut Relnf 63.5mm Expanded Polystyrene ,. . 25mm Expanded Polystyrene 75 mm 25mm Exp Jt Filler er-~-t;:::::::::;i~ I. The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. Exist Slope Paving Relnf to remain and overlap with new. Optional 1 1 const.Jt ====~ -'6) ~ ( Const.Jt •30 x 2500 tot 5 Typ 0600 "25 &'1Th8 tot 5 ""'/ I llm Exist Relnf to remain Top of Deck APRIL 14, 1997 PLANS APPROVAL DATE WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM,CALIF. 92802 Tte State of Collfornlo or Ifs ;;fflCt!f'.-Y.or ogen;s-sh:rlf' oot be responsible for tte accuracy or completeness of etectronlc copies of tlis plan sf-eel. 't_Abut 5± • Brg i.--......,--+-,__--+~--•2oj tot 4 front -----_,,,,..--+ Typ Abut ReJnf, I _,,,.,.-- _ _,,,.,.--_,,,.,.-: _,,,.,.-- --t:~- SECTION C-C 1:50 or EB Strucn..re Approach Type NC9S) EXTERNAL KEY Wlngwall re Inf 1:20 Jt See 'Structure Structure Approach Approach Type N(9Sl' Type N<9Sl & •structure Approach Dralnaoe Details' sheet e 300 "15 i"ot II ~ Concrete Barrier '::::7 Type 26 SECTION E-E Wingwaa LOL Match slope of overhang, see 'Structure Approach Type N<9Sl' sheet Outside edge of slope paving 1:20 Level 1. 550 •1 SECTION B-B BEARING PAD DETAIL 1:20 1:10 DESIGN •• M. Rynklewlcz t1£::c R. N. I T.L. PREPARED FOR THE "E. """""R.N. STATE OF CALIFORNIA Jaime A. Chang DETAILS Johnson I T.L. PROJECT ~NG I NEER QUANTITIES ., 1.4. Rynkiewlcz t><=R.N. I T.L. CIPARTf,£HT CF TRANSPCJH A Tl {)f ORIGINAL SCALE IN IIILLIMEE~ 11!11,· 111 llll cu 12222 FOR REDUCED PLA.~'S 0 10 20 ~o 40 50 60 70 80 90 100 EA 04~'i01 Back wall relnf LEGEND: •20J SECTION D-D 1:20 V✓0½0½J indicates Limits of :11/~//:/;/://:/;./41: Bridge Removal (Portion> ~ Expanded Polystyrene I Expansion Bearln9 Pod -Joint FIiier •25 /1fl •20L..J ALL DIUEN810N8 ARE IN UILLHJETER8 UNLE88 OTHER\'118E SHO\'IN X .... O> O> • • ( Closure / ~ , // /, V/// V/// V/// -1"71// /// /// /// /// / / / / Face of copJ TOP CAP O< Indicates bundled bars Bottom of outside Ii;; Col "25 tot 12 Edge :if deck~ foc~_o!_~~t~~~~-~~~e~~----L ___ _ ~) --I --# NoTe: I. The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. For 'Spiral Splice & Splral Anchor & Hoop Detail' see 'Bent Detoi1s No.2' sheet. ' Cut off lower I IO00 I 1 bundle bars ~ -----------,-------------------- Face of cop_./ I Limit of@o@ i Bent REINFORCEMENT 1:50 BOTTOM CAP REINFORCEMENT and distribution relnf -=---=---=----"---"--"='---=--=--=-"---='-"-"=-=-=-=-=--=-:=-;:;..::=:.===-=--=---c'--Typ 1:50 F __ Cf._E_x_1_s't_c_o1 ______ B_91_4+ ___________ -i.l<t. Col pour I 150 Mox I I I I I ~-------~ ~------~ ~,--r---~ I ,,.,--, --, I I I I / ', I I I I / \ I I I I / L' I I I / \ I I I -+------:----. --+t--r---~ I \ I / I I I 1 1 \ ./ I I I ' / I I I I ', ,, I I I I ... __ _,,,,, I I I I r-------7 r---r---7 r-------7 I I I I I I I I I PLAN 1:50 "15 O 140± • Omit Upper "15 '--./ Bors SECTION A-A 1:20 ,_,,,,,-----,,, •15 ffifff o 300, Tot 2 Typ ------------· r Exist Col ---T--T----:Zi;. __ (f--....:_-,f-/-/_"i_c_o_+--~.....!_;-;,l-2,---+,....,--~4:W-J t-i Col I •15 Stirrups I:! 150 Q 150 SplralLop splices not allowed 0 0 £:,! 0 0 U") ,...., 0 0 0 --r-- 0 0 U") ,...., I . -f-,,, .... / ' ,,,.-If: I \ ------{~' --j------ \ / ' ,, .... _ ,, Bent I . I I: 3500 . I. 3500 :I 7000 0 I ST, COUNTY ROUTE APRIL 141 1997 Pl.ANS APPROVAi. DATE WILLDAN ASSOCIATES 888 S. WEST STREET AHA HE I U. CALIF. 92802 KI LOMETE~ POST ' SHEET , TOTAL TOTAL PROJECT NO. I SHEETS R 8.85 i 36 47 coote> Same as the other side Tte State of Collforrlo or Its officers or agents sh:JII rd be resf)O()Slb/e for tte accuracy or ccmpleteness of electronic ccples of tfis pion steet. 150 Max "15 hoops o (f_ Col •35 Top slab relnf 0 U") r- •35 cont tot 6 Bottom slab relnf 'f. Col 2750 1375 • 1375 I I U") ,- !2 U") r-!2 0 N £:,! 1:50 "20 X 6100 tot 26 B-B •20 Spiral O -Cf. Col 75 pitch SECTION C-C 0 ,,., !:2 Q) o> vL 0 0 ,...., " 0 U") .- 1:50 P.I. .c. 0 +-a: 0 a, a 0 L Q. V) 0 N .. PJ1 __ ___..._ V :::, . I '--s.c. . --+--- 760 760 15 0 N .c. 0 +-a.. U") ,- " 0 L 0 V> 0 N • Col face FOOTING PLAN COLUMN GEOMETRICS SPIRAL AND TIE DETAIL ELEVATION 1:50 Note: Lop splices not allowed In column Main Relnf. Johnson C<O<Ell R. N. I T.L. Lovin 0€atDR.N. I T.L. Rynklewlcz O€atD R.N. I T.L. ORIGINAL SCALE IN MILLIMETERS FOR REDUCED PLANS 1:50 PREPARED FOR THE Jaime A. STATE OF CALIFORNIA PROJEC-cNG I NEER r£PARTt-ENT OF TRANSPOOTA TI~ cu 12222 EA 044501 Chang 1:50 No Scale ALL DIUEN81ON8 ARE IN UILLIUETER8 UNLESS OTHERWISE SHOWN 6 17 :c < :::, Top Cop Re inf Spiral may be -------discontinuous at Bent Ceo to allow for ploclng Cop Reinf l,..--ft. Col l Note: Column Spiral no-;-shown for clarity COLUMN SECTION THRU CAP 1:20 •20 Soirol -=--.-~-~-~--~--~--L--~-----= I ----,_ ----l ,_ - - ----_-4_ ✓ ' ~ l ~ ~ ~ .. l I --I.. -... -L ----. ~ I I Q. ~ ,_ --t ~ ,.., --....._ -.__ L---~ < I < I .. l I I IJ ,. . . .. ~~ . . ~ --. • • • ~ • V ' ~· ,_/ >---I , . . . . . . . . . . . . . I I . • I I t ,,... -~ -~~-----+::::-! ---------~~-..! I I ::ottom Cop Relnf7 SECTION A-A l:2C "'1> } •20 G c 450. -totd 14 '"i5 l]JJJT c: 150 •200 <t_ Bent Start of Pitch when Weld is used to Anchor Spiral Unit Direction of Weld Run off end of Bar as shown •10. •1s. & •20 Relnf only X290 Note: Flore Weld to be mode rn Direction shown WELDED LAP SPLICE AND ANCHOR Start of Pitch when Clip Is used to Anchor Spiral Unit •10, •1s, & •20 Relnf. only MECHANICAL LAP SPLICE AND ANCHOR 751/. Pen Min Direction of Weld for Run off end •10. •1s. & •20 Relnf only of Bar as -x-11-5~ shown I. Butt Weld to be mode First 127 mm Lop Bar 2. Butt Weld to be mode In Flot or Horizontal Position 3.Lop Bar to be centered on Splice 4. Flore Weld to be mode In Direction shown 5. Lop Bar equal size to Spiral Bar VEE GROOVE WELDED SPLICE I Some size, spacing & CP ~ Material as Spiro/ "'-.. _ shown on plans "'e----""1--''-----~a Individual Hoops, Mode Continuous with 100% Penetration Welds, may be substituted for Spirals BUTT WELDED CONT~UOUS HOOP SPIRAL SPLICE & SPIRAL ANCHOR & HOOP DETAIL DIST COUNTY ROUTE APRIL 14, 1997 PLANS APPROVAL DATE WILLDAN ASSOCIATES 888 S, WEST STREET AHAHEIM,CALIF, 92802 KILOMETER POST / SHEET TOTAL PROJECT I NO. RB.85 !Dote> TOTAL SHEETS 47 Tte State of California or Its officers or agents sroll rd be res{YJflSlble for tte accuracy er ccmpleteness of electronic copies of ttis pion steel: LEGEND: ~ Expanded Polystyrene Note: The Contractor shall verify all confrolllng fleld dimensions before ordering or fabricating any material. ALL DU.1EN81ON0 ARE m t.tlLLlt.tETER8 UNLE88 OTHER\"IIOE 8HOWU ir---,-------.---------------.~--r::;"""'."~-----r=~---~---,--P~R~E=:P~A:-:R~E=i:::D~F~o=R"""'=rH~E=-~----------,-i:a.~-'!:'!';;,f,~E ~NO:-.,-----------------------' ! STATE OF CALIFORNIA PR~~,c~ern!~N~~ong K~~~:~:sr BIRCH STREET OC (t'VIDEN) DES :,i •• J. :hang O£cm R.N. I T.L. DE•• _5 •• E. Johnson occm R.N. I T.L. i r......,;----------"'----...i...---------------'--------__,.;.--=-:"'.~~'."':""".'.~"'."":".":~---rr-=(E-PA,miRrni:TIQrnimTmrii(FmT:""IRAN~S~PlimellmrT~ATm"l oo~~..;i;.'>?""-----+-R..;.8.;;.85~:.....-----~,_-=:-;.-B_-:':"71E~N~T~~D~ET,_T~A~IT,_L~S~~N~0~-~2~~~~1"~~"1~'!.__i-l ORIGl"-'L SCA.LE ,., IIILLIMETERS CU 12222 : !?cGARD PRINTS 5EARt"': IPRELIMl"ARY STA.GE ONLYJ f"OR <s:(JCEO PLANS Et. 044501 E~=-'ER REVISIO'< ~ATES 0UA1'-TIES •• M. Rynlewlcz ouw: R.N. I T.L. .... m m ft.Birch St 11582± Remove Exist Cone Barrier (Type 26), Chain Link Rolling and Overhang 8869 ± Widen & Vories TYPICAL SECTION Chain Link 1136± tosure our #10 o 450 max See Alternative Deck Construction Joint f=:~ :~-~~:y~~=~=-r-~r---~~==I Exist transverse ·\,, 7/ Relnf and stirrup //. hook to remain~,, , ,, ,, •s x 2200 long o •6 x 2200 long o l!'l L Nu #10 tot 3 #IS tot 5 140 Typ 330 along Deck Flore 1:20 DETAIL@ 5 CLOSURE POUR Notes: DIST! COUNTY ROUTE APRIL 14, 1997 PLANS APPROVAL DATE WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM.CALIF. 92802 .iLOMETER POST . SHEET , TOTAL TOTAL PROJECT NO. I SHEETS R 8.85 38 47 lOote> Tre State of California or Ms officers or agents stcll not be responsible for tre accvracy or ~s c! electronic corJes of ttis plan steer. I. The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. Deck Slob thickness Is 190mm from Abut I to Bent 2 and 203mm from Bent 2 to Abut 3. 1:50 • Rolling Type 6 #15 S = 250 ~ @-5 c•20 S=330 along Deck Flare> 5_10 or Place normal to and space along t. Birch St. •10 o 450 max For Bottom Mild Steel Relnf_ see 'Girder Details" sheet &Vories PART TYPICAL SECTION 1:20 tt:15 \__/ o 330 ® Place normal to B7-I and space along S-2 Cf. Birch St. ~~~~~~~~~~~""~~v Concrete Barrier i ,,--;---i Type 26 #10 cont tot 4 20 mm drip groove c::J ~ mIIIIIlill CONCRETE Camber Line +-:J £l <( t--N C 0 VI ::::;:. Structural Concrete, Bridge Structural Concrete, Bridge Structural Concrete, Bridge STRENGTH AND N r<1 C 0 Q. VI ~ No Scale Profile Line C N C 0 0 Q. +-Q. VI C VI Cl) ~ ;;; m (35 MPo o Footing TYPE co N C 0 Q. VI ~ V N C 0 a. Vl ;;; CAMBER DIAGRAM No Scale 28 days) LIMITS r<1 +-::, £l <( Expanded Metollath 2 Diamond Mesh, 1.4 kg/m min ALTERNATIVE CONSTRUCTION DECK JOINT LEGEND: No Scale Falsework Release Folsework shallbe removed as soon as permitted by the Specifications. Closure pour shall not be placed sooner than 60 days ofter the folsework has been released. -----Indicates existing structure ~ Bridge Removal (Portion> (I) Match existing grade and cross slope ® Temporary Rolling <Type Kl. See 'Rood Plans' Does not Include allowance for falsework settlement ALL DIUENSIONS ARE IN UILLIUETERS UHLESS OTHERWISE SHOWN DISREGARD PRINTS BHRING EARLIER ::i~VISION 0.AT£5 __.,. TYPICAL SECTION REVISION OATES (PRELIMINARY STAGE ONL'' 1SHEET I ! 8 Of 17 X ,_ ... "' "' 0 0 co co Theoretical point of no movement I 7 I o, ~I 40464 IBrg 915± 150 20232 Lfl 0 I'") Flare 150 to 300 0 75 Cap face x 2600 8 0 300 0 600 max 10 0 450 14 ll2 300 39394 19697 Cf.Abut 3 Flare 150 to 300 0 Cap face x 2490 0 600 max 8 0 300 14 o 10 0 225 18 0 150 75 12 o 375 PRESTRESSING NOES: 1860 MPa Low Relaxation Strand PJack = 28400 kN Anchor Set = 10mm Total Number of Girders = 4 Concrete: f'c 0 28 days = 35 MPo f'cl o time of stressing = 25 MPa Contractor shall submit elongation calculations based on Initial stress at Jacking times i8l = 0.918 Stressing shall be done from Abut 3. Distribution of prestress force (PJackl between girders shall not exceed the ratio of 3:2. Maximum final force variation between girders shall not exceed 2800 kN. LEGEND: LONGITUDINAL SECTION Edge of Deck •15 S=250 No Scale Cf.Abut 9450 Girder Flore Vent Hole, typ ® -----/ ,, ...... ,__ _ _. ------------------- -----I -\ ------------------------------------------------ ' I ----------------------------------------- -------------- •20 S=330 ---:::.==::~ For 'Bridge Mounted Sign Anchorage' see 'Girder Details' sheet 39776 Deck Flare GIRDER LAYOUT~ I: 100 5-10 IX) <!> N I") 0 + V DIST COUNTY ROUTE KILOMETER POST ' SHEET I TOT AL TOT AL PROJECT • NO. SHEETS APRIL 141 1997 PLANS APPROVAL DATE WILLDAN ASSOCIATES 888 S. WEST STREET ANAHE 111. CAL IF. 92802 RS.85 l 39 47 I motel Tf-e State of Callfornla or Its officers or agenls s/rJII not be responsible for tf-e accuracy-or-w,)J)ie,'ele,,-s of' e/ectronlc copies of tlis plan sf-eel. Notes: Indicates existing structure Indicates girder width In millimeters I. The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. For Sections A-A & B-8 see 'Girder Details" sheet. L ::, 0 0.. (I) L ::, (/) 0 i:, * <!> t! N ~ N * (I) (I) 0 LE V r-o- N C (/)CI] c CLJJ (I) 0 01 * "O -c ~ "'o 0 c_ Lfl * QlO r-E 0 -u 0 "O (I) I'") (I) L * Q (/)::, 0 Ql Ill V .c 0 ,-I-(I) N * E ALL DIUENSION8 ARE IN Ulllll.lETER8 UNLESS OTHERWISE SHOWN !,--It.Bent 2 Ci.Exist Girder I _':L_______ ,------- . 8100 <i_New G1rd~- Deck Relnf ) #10 ll2 450 l Ci.New Gird~_ Ci.New Gird~- Ci.New Glrdel _ 't_Edge of Deck) 5850 -•-5750 -•--iii-Deck Relnf #10 Q 450 ) l -■~-7900 I ?. l50±Tot 50 TOP MILD STEEL REINFORCEMENT 10200 8390 I: 100 r<i.Bent 2 I I I 8090 9900 BOTTOL'.'I MILD STEEL REINFORCEMENT 1:100 Exist Reinf #2C 1136+ Closure Pour! 1• See Note 2 ' _____ 9~~~~,,,4~,4~,'~,'.,.C,.~½,'i;i;J=l=====;:;;;;;:;;;;:::======~-f=.==l #20 X Tot 5 See Note 3 SECTION A-A I: 20 PLAN I: 10 2-•15 x 1800. Typ See 'Grote Detail" 76 X 6.4 DIST COUNTY ROUTE 12 APRIL 14, 1997 PLANS APPROVAL DATE WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM. CALIF. g,!802 KILCMETER POST SHEET TOTAL TOT AL PROJECT NO. SHEETS RB.85 40 47 The State of Callfornla or Its officers or G<]enfs sto/1 not be respcnsltie for the accurar:rorwmpleteness ot • electronic copies of ttis pion sheet. <i_Openlng 't_Abut <t,lnt Girder Ill N 2 #20 tot 5 Block out for Prestress Anchorage See(!:) SOFFIT OPENING DETAIL #20 tot 5 SECTION B-8 I: 20 51 X 6 . .! 0 <Tot Ill SECTION C-C I: 5 GRATE DETAIL LEGEND: --------Indicates existing structure ~ Bridge Removal <Portion> ----79Ci: Numbers at ends of bars Indicate distance In millimeters from i of bent I: 20 Notes: I. The contractor shoU verify all controlling field dimensions before ordering or fabricating any material. 2. See 'Closure Pour Detail' In 'Typlcal Section' sheet. 3. Remove & Resurface Top Portion of Key to Provide Level Surface. ALL DIUEH810N8 ARE 1H UILLIUETERS UULE88 OTHERfllSE SHOWN 'kA\t' n Backf/JJ abutment to grad/fl<} plane prior to placing slope pavlfl<J lope round/fl<} 300 50 mm expanded polystyrene Face of abutment ~ ~ __I_ /Jotch roodwO'f sldes«:e Top of rciled edge~ / / :.___,--~;........_ --.,f APRIL 14, 1997 PLANS APPROVAL DATE Tte State ef Ccllfornla or Its officers or agents sl'KJII oot be responsible for tte aca.iu1q1 ai: completeness of electronic copies of ttis plan sf1Jet. .L..,,&.-'-152 x 152 -W9.I x W9.I welded wfre fabric PREFORMED GROOVE For ditch dimensions see ,, Rood Plans " WITH DITCH WING WALL ELEVATION Formed edge €iOO 300 225 75 SECTION Formed edge Edge of deck €iOO 12 mm Premolded exp Jolrl f/J/er 300 R-JOO {~ JOO mm ttick cutoff wolf of end of W.W._...__ _ _, Q.ds/de face of W.W. SECTION B-B. • Ttis dimension becomes zero wten edge of deck Is of(XJ/s/de face" W.W. ExlstRelri to remain •JO Q 450 max •10,, JOO ~ Formed edge For Corcrete RelTIO{o/ see 'Section £-£' In • flb.Jtmerl Details' steet ~----;f,,"'~~ Const Jt €iOO TYPICAL SECTION Top of rolled edge Flnlstxxt ground //ne 200 mm corrU<Jofed steel pipe C IS mm tticJ: J 150 mm dQHndraln mlnlffl.lm cc,.,er Couplers sto.vn on Standard pion D-97 -CONCRETE TYPICAL -NO CURB '--200 mm CSP dQHndraln 200 mm CSP dMndraln TYPICAL -DRAIN CONNECTION 200 mm CSP dQHndraln TYPICAL -WITH SIDEWALK TYPICAL -WITH CURB (!) Top of rolled edge DRAINAGE DETAILS Note: Dralfl(J(Je details are only applicable •ten tfi;J\ Is Indicated on detail steels. Qv Q) T :per: { /.6 11)'1) (]Ofv ro-ru(]Ofed steel 213 smooth (]Olv steel / ==L===l==-======ffa==~ / / / I I ' I /' NOTE, "' acluaf Jim/I, of ''""" fXN/ng P ,:' on ttis project, see sketch belM. __ L __ ~--4-~----'1 Broom finish match exist PICTORIAL VIEW OF TYPICAL INST ALLA Tl ON~ For Concrete Remotal see 'Section £-£' In 'Abutment Details' steel Const Jt ~: ++t-tttt c .-r--.-.- I I Measure along £ lb.JI Slope L ~ ~l __ gi_ ., ., ~ <ti ♦I C\I gfB "-~ !:2 Qi ~~ Cit cc ll') J _ _l__L_j_J __ .~~~~~----~ -----1----+--+ NJut/ flb.Jt 3 NJutl 6 o !372t 7 o !372t 9850-t. 113/9-t. LIMITS OF SLOPE PAVING & "') --i i ii DRAINAGE LAYOUT~ NO SCALE ope avlg <WldenJ c-c~ ® Conduit: 1.6 mm golv corrUl]oted steel ZB mm smooth golv steel G) 2XJ rrm perfa-oted steel ;:fpe ( /15 nm tticJ: J underdraln Wind abutfT8'f. Connect to dQHndraln as sto.vn on ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN SECTION li11lts of Slope P<Nlng & Cralnoge IO'j(XJ/. SPECIAL DETAILS 8 t::::::::::::::::::::::=~~;]~'.J!EB~Er::::::::::::::::::::::Jr¢~s~ect--,'.""on-C~~-M-ded------------r----:S:-:T:"":'A":T:":E~O=-=F----r----------,,~Bi:'i':R~-::No~.-r-----...;;;;..:....:;:.~;..:.:;;_...::.=..:..;:..:.:~=-------I ~ ~NO. XS 22-11 ::'.s :R . .-e:e: ~cr?e ~Ful/Detal/Mded CALIFORNIA 801TYRISUIOCNTOUFRESTRDUECSTIUGRNES ;!T~: BIRCH STREET OC (WIDEN) i DATE REVISEDl-suu;.;;,_TTID;;.;._..1..DT_c_cw_.PU_R_x_,s_s__,JL...-____ -l WtCN 5a'flMS()II -(/)Widening Mded D:l'ARTUENT OF TRANSPOSTATI0N R8.85 SLOPE PAVING -FULL SLOPE ! t:o~s""::oso::::-:2~14:':'7A:""l~CAOO=-=si:/95::""!") -------------------------....i-------~OR~l~G"."."IN~AL~SC~AL~E-:l~N"":'M~IL:-:"L".':'IME:-T::E::RS~~.:m,ll,::"III ~" :::: .. ll:m, I :,::,ll,,r, I ~r"'. ~ ... r.rr.,:::: .... :m .. ,.~. -~ ... ':r.:, ,,::":,.,~.,.im:, ,::::",,.,r,, .:"::,,,ml',. -+-:cu~,2~2~2~2~-------f-D-ISRE-GA_RO_PRN ...... T_S_B_EA-RI-NC--.,..---~~~~~, PR=EL~IM!!"!'INART~'!!"ST~A~O ... NL'"'Y_)_...,....,SH ... EE!!"!T ..... ~Of....1 .;; ..._ ____________________________________ ....;..OR;;..;..;R.;;E;;.;DU..;.CE;;.;.D_P.;;LA_N_s _____ o;;....;.;'0;...:2.::,0....;;;":__;,•0~S::.::0_.::S=...: ....:7~0....:::80::......:;.::.:.:....:r~o~o __1_,:_EA::_'-Oc::,4__.45_,__01_ EARLIER REVISIOII DATES -17 LOfl(Jlfud/na/ const. Joint. ( See Hele J J Reta/ring wall 9.0 m SK&< 20° Bridge deck~ PLAN 9.0 m SKEW l 20° 9.0 m -PO'/ llrnlts for Structural COIICfete. /,pproocti Slob /See" 5&Jt Type N:Jutment / Tie Delo/ts." -..._ 1 so cir Match deck wertong 100 i ·20 Q JOO Filter fo/x"lc Geoconposlte drain •ts bar cfr:Jlrs Q 0.9 m ~ transversely and 1.2 m± IOfl(Jlfudlnolly •ts tJ 300 "b" bars Transverse contact Joint See Note 5 75 mm salted plastic plpe.~Ncle 2 SECTION A-A Contact Joint for N: Povemerl Concrete barrier Structure Approach •20 D JOO •ts coni tel 4 "o" bars TPB -Wing.vol/ or C e E DETAIL A ,,,,----See " Detail B " Geocomposlte drain__, _ ___._ •i·1::: 1,,,., retolrlng wall J X 1.2 m D c..v Geocomposlte drain ~-600~- TYPE E-1 TYPE E-2 lone IT ne. typ. 9.0 m min __________ __,,_ _________ ...,__ __ _ See " Detail A " PCC r<XJ<Jwcy pa.-etnenf APRIL 14, 1997 PLANS APPROVAL DATE Tte State of Collfornlo or Its officers or agents sfxJII rd be responsible for tte accuracy or completeness of electronic copies of ttis pion steel. STRUCTURE APPROACH -END ST AG GER DETAIL Concrete barrier Bridge deck J , 176 X 76 X 6.4 angle • See Ncle 4 ~ E[==========:::1----End of concrete barrier j ~ 150 88 or E8 EDGE ANGLE DETAIL --12 \ ,: ~76 x 76 x 6.4 ofl<)le <Gatvonlzed J i r See "Edge Angle Detail" J :1 ION side only • 5 Structure opprooch D 150 7 mm expanslCY't Jo/rt filler Place 7 mm fxJrdboord between slob and wing.vol/, wlt:i smooth side tONord wing.vol/ DETAIL B 300 JOO •ts tot 4 mn &ockM-~-or-~~~~-~~~~~~===⇒=====~ Joint sea( ossemb/y---P-..,, •15[7 D 150 7 mm expansion Joint fl/fer MR < 50 MM MR > 50 MM BAR CHAIR DETAIL APPROACH SLAB TRANSVERSE CONTACT JOINT APPRON:H SKEW WITH N: RONJN/.J' WITH PCC RONJN/.J' PNEMENT PNEMENT < 20• Porolle/ to face Porol/e/ to face of pav/fl<J notch of paving rotch 20°-45° Poro/fe/ to face Stogger fines 7 .2 m <f P N use ( Dela/I A J to 10.8 m apart. > 45° Poro/Te/ to face Stagger at each <f P N use(Delal/A J lone llre. NOTES• I. For details net sfx:Mtn. see Structure Plans. For URS.. 50 mm. adjust bar reinforcement to clear a sowcut for sealed Joint. wten required. 2. For drolnoge details, see " Structure Approach Drainage Delo/ls " steel. 3. I.Dngltudlnot construct/on Joints. wten permitted by tte Engineer. sfxJII be /()C(lfed on tone lines. 4. End angle at beginning of barrier transition, end of wlngwa/1 or errJ of structure approach. as appllcoble. 5. For transverse contact Joint with new PCC paving. refer to Standard Pion AJS-A 6. Ntte controctor's option. approach stab transverse relrvorcement may be placed parallel to paving rotch. Spacing of transverse relnforcemerl Is measured along [ roodw(Jf. SECTION C-C SEAT TYPE ABUTMENT TIE DETAILS ( SEE NOTE 1 > ~ RenKNe oil pctystyrene. NO SCALE ( Type £-Ito be used. unless clterwlse sfrMn ::n f:ions.J ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN ~ 1-------------~IT~A~N~DA~R~D~D~R="=A'=w:'!':1N~O~------------T""-------------------r--~S~T::-:A~T=e==-""o~F---.------------r-:EROG:=~NO~.-r--------------------------l ~ 1-FI.-E_N_o_-x_s_2_2--1-, ,--DES1GN---rn-,.,-.-r-R-AF-~-'-ALJ'-'-'-s-,-C1£_CU11_E_. r---1<11.DSE--N---r--=::::AL-=-==-::a,:-----t CAL If QR NI A DIVISION OF STRUCTURES 55-0636 BIR CH STREET O C (WIDEN ) i CESICN DETAI.S SY R. YEE E. THORIULDSEN ~£;>~ STRUCTURE DESIGN ~L<M:TER POS ,. DATE 8/92 SlNTTEllll'Y M.HA 0ESICNSIP9"'5CR DEPAIITUEHT OF TRANSPORTATION R8.85 STRUCTURE APPROACH TYP N(9S) I ~D~S~OS-=:D~2~14~7.~l CloOO~~B~/95~)-------------------------.._ _____ __,0R ... l ... G-,N-AL-SC_A_LE-IN_M_I_L_L ,-1E"""'r""ER"""'s-'rn'1"~""~1' .~ ••• ~,,:iT.lnfiii,.,:Mu ~ .. ~~~-==n,m.~,, .. :::i, .. ~+c~u~12~2'::'22~--------t-~OISRE~"""'CA"""RO~PP.N~T ... s""e-EAR1H_G __ ,,__---:==~--,!'!!f>R£~Ll!!'!'Ml~NAR~Y '!"ST~A'!!'!GE,-O!!'!'N!!"!LY-, _..,..,SH~E"'ET-°"Of~ ~ FOR REDUCED PLANS EA 044501 :.ARUER REV!Sl:N DATES -,__., 12 17 W.c l- Outlets. see " Road Plans " 75 mm Plastic pipe ( Slatted J 75 mm Plastic pipe ( Unslotted J Top of footlrKJ Outlets, see ,, Rood Plans " Toe of slope 75 mm Plastic pipe ( Slotted J at noruKJI end • Geocom{X)Slfe 75 mm Plastic pipe ~ Structure II l>{)prooch-,_, ---- II II Retain/I)} wa/J TYPICAL PLAN "' For pipe /11'Joof at stawe,ed end. see" Dda/18." 61 lb 75 mm Plastic pipe ( Slotted J at stawered end II II DETAiL B Optional ccnstructlon Joint, see ,, Section H-H ,, drain ( Slotted J CANTILEVER WINGWALL SECTION F-F L------t----c--Bend reinforcing to <Nold pipes ' Cap end 9.0 m -Umlts of Geoccmposlte Drain End of --!'-•------/ N>proach Slab I I 75 mm Plastic pipe < Unslotted J }I )< ) 75 mm ( Plastic pipe._/ Slcited J ' 'V '-Vy)£ ',t ")(),{")I 93y y '\tX Vv',t "v" "v"" "vVvv '-~v v ),(V'VV'VYYV'VY ~ ~ v""vYVY"tlVVYXV'V'tl'VvVvYV" ~ v"'....J<.XXX.XYYX.,,Y"V) ))< Geocomposlte drain ~ "'~ "' "' )< ) "'" \. y RETAINING WALL WINGW ALL SECTION G-G WITHOUT FOOTING I ~ 'I DIST. COI.NTY 12 APRIL 14, 1997 PLANS APPROVAL DA TE KILOMETER POST TOTAL PROJECT RB.85 Tte State of California or Its officers or ogents stc/J rd be resfX]flSlble for tte accuracy or completeness of electronic copletr .:>· tfk;.. pan-sheer.-- See "Dralf't(](Je Details " .l.~I Top of abutment or retalnlrKJ wa/J f OOtlrKJ WITH FOOTING DRAINAGE DETAILS Outlets. see "Rood Plans " Top of footing SECTION E-E NOTE: 8eoos and Jurctlcns In 75 mm plastic pipe are 750 mm radius min. Wa/J footing J SECTION H-H NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN X ... "' "' IA ill> c;;. :c .!:40 ~~ Leng~;. for payment of Chain Link Rolllng Type 6 i Electroller 3048 typical 22:: 2438 min. -3658 max. 2438 min. -3658 max. 305 305 See " Splice or j;=.:----~~~~!!__~=::.__::=~---+--__;:_..:..::..:::....;..;.:..:.:...:::___...::..::-=..;c_-"-'-_;:;__c'------r-~--i Exp. Joint Detail"----,_ See " End Post Cop Detoll" Bulge fabric o ~ ,, :'.;amm golv. coble threaded ', through 9 IOmm holes In ':·Intermediate posts :1: 229 min Fabric continuous o expansion joints and electrollers Provide opening In mesh as required & reinforce with 4.88mm wire i,.-; 3.76mm steelwlre ties 0 305 I / to tension wire & cable ~:7a.~,.,c~ electroller opening 0 0 N'.j: r--L !::!<I> r--1[) V > Cap It /not shown ~ ~ See Note 2 END PANEL 2438 -3658 6 min. Omit chamfer 0 electroller TYPICAL INTERIOR PANEL EXPANSION PANEL AT ELECTROLIER ELEVATION 1219 min. -2438 max "Post END PANEL 1219 -2438 DIST COUHY ROUTE KILOMETER POST / 5-E:0:T : TOTAL TOTAL PROJECT I l<J_ !SHEETS RB.85 .q 47 !Dote> APRIL 14, 1997 PLANS APPROVAL DATE Secure fabric to Intermediate posts..._ ___________________ -t . with 0 6mm hex head self-tapping screws with 19 x 44 x 5 It washers WILLDAN ASSOCIATES 668 S. '1£ST 5TREET ANAHEIM.CALIF. 92802 Too State of Ca/lfornla or Its ifff=,,,:s oc "')elts ,shaJJ.. not be responsible for too accuracy or completeress of electronic copies of ttis plan sooet. Ill 381 c. to c. max. Details" Anchor 8mm galv. cable at end posts and posts adjacent to electroller openings or deck or wall joints with stud socket assembly or •• 13mm welded eye bolt and crimped ~ sleeve clamp. Provide 38mm min. !:!:! take-up at each anchorage. END PANEL 610 -1219 Type 6 chain link rolling 1524 <Except as noted> Type 26 concrete barrier C E '° co 1fl <D N i ... , mi I ~ 1fl N TS Six Six 5 13mm hex head bolt with plain washer. [ 76 x 76 x 6 Type H curb shown < To ,.-, be used unless otherwise 21 shown on plans> TYPICAL SECTION 0 6mm galv. tension rod [ 76 x 76 x Splice It SECTION A-A :----<t. post pocket 152 -152 13 -- = <t_ tube= i parapet Two legs of angle Connection details similar to " Section C-C " SECTION Tack weld 13mm nut to cap Ft 0 6mm rd. head machine screws with 38 x 38 x 5 I( washer, plain washers. lock washer, & hex nut o 457 max B-8 44 1: ii SECTION c-c NOTES• I. Horizontal angle shall be continuous over not less than n,o 2. 3. 4. 5. 6. 7. Intermediate posts except that a shorter length Is permitted at expansion Joints, electrollers and other roll dlscontlr,oitles. One post may be embedded 152mm minimum to accomdate grade changes, otherwise fabricate post lengths as required. Curved posts may be rotated In pion within Its post pocket to occomodate curved horizontal alignment. Straight posts and straight portions of curved posts shall be Installed normal to bridge profile grade. Top horizontal angle shall be parallel to bridge profile grode and shall be shop bent to fit horizontal curves. When rolling Is on slope, fabric shall be placed parallel to slope. Alternative details may be submitted by Contractor for Engineer's approval. 0 IIDmm hoe for 8mnn coble. 5ee No--:te 15----5 127 6 38 See Note B 51 8, Rolllng assembly except chain link fabric shall be galvanized ofter fabrication. <D 1fl ,.-, 2 -•15 N 8:~ «> '"""",._ 0 z 102 x 152 x 229 deep post pocket. Fill with mortar 2 -•(5 X 889 POST ANCHORAGE DETAIL Bolted alternative 38 51 38 0 10mm hex head bolt, tot 2 with 2 plain washers, END POST CAP DETAIL 6 I02 Splice I( 10 x 64 lock washer & hex nut. Finger tight & peen threads. 13 x 25 slotted holes In splice t-See Note B SPLICE OR EXPANSION JOINT DETAIL Note 6: Expansion joint some dimension as expansion joint In deck or wall. Increase slotted hole length and splice I[ length correspondingly. 9. For details and reinforcement not shown, see 'Concrete Barrier Type 26 " sheet. 10. See Bridge Plans for limits of Chain Link Railing Type 6. II. Provide thimbles at oil cable loops. 12. Chain link fabric to be 1829mm wide with 25mm mesh and with knuckled selvage top and bottom. 13. When rolling Is placed on a horizontal alignment with a radius of 45720mm or less, thread 8mm cable through 0 10mm welded eye rods embedded 102mm into the top of the concrete parapet and equally spaced to limit the middle ordinate distance between the 8mm cable and the curve to 25mm max. 14. Spllces and expansion joints shall be located at 4-panel. 15. Holes In posts for 8mm coble and Its anchorage may be field drilled and pointed with zinc rich paint. ALL DIUEN810N8 ARE IN UILLlfJETER8 UHLE88 OTHER\'118E SHOWN X X x- " ... "' ~ ' a: "" ~ co ~ .,; 0 ' ., "' 8 co .,. DOD "' 8 co ~ •10 Dowels, total 6 <epoxy coated) CAST IN PLACE 102mm x 4.8mm Galvanized Anchor strap 2-19mm Dia x 200mm Long Anchor Strap bolts with standard nut & washer, 50mm threaded end,typ Cradle PRECAST Galvanized Anchor strap Casing 102mm x 4.8mm Galvanized Anchor strap 2-19mm Dia x 200mm Long Galvanlzed Anchor Strap bolts cast In cradle, typ "10 total4 Notes: I. The contractor shall verify all controlling field dimensions before ordering or fabricating any materials. 2. Cast-In-place cradles shall be secured to the bridge sofflt slab with dowels. The contact surface of the sofflt slab shall be thoroughly cleaned prior to ~acement of concrete. 3. Precost crad_les shall be securely fastened to the bridge sofflt slob with a two component epoxy adhesive approved by the Engineer. The contact surface of the sofflt slob shall be leveled & cleaned prior to application of the adhesive. 4. Wrap pipe with 2 layers of IS• building DIST COUNTY ROUTE APRIL 14, 1997 PLANS APPROVAL DATE WILLDAN ASSOCIATES 888 S. WEST STREET ANAHEIM, CALIF. 92802 KILOMETER POST TOT AL PROJECT RB.85 CDote> TOTAL SHEETS 47 The State of California or Its officers or (]<]ents slrJ/1 not be responsible for the occuracy or ccmpteteness of electronic copies of ttis plan steet. CONCRETE UTILITY CRADLE DETAILS paper at strap locations to permit slippage. I: 20 I /It. Valve & Ucrthole r /Uanholee, Air Release Valve Assembly Ci. Flexible Exp Jt I Manhole & DroTn ~ See Note See 'Concrete Utlllty Cradle Detolls" ----- --~_,1.---111 \ For "Grate Detail' see 'Girder Details' sheet ' L ::::.,n EiE ~ 5. The galvanized anchor strops shall be loosely fitted to allow longltudlnol movement of the cosing due thermal changes. 6. For Details not shown see Road Plans. Flexible Exp Jt Structure Approach Slab 11~-------------------- II~-------------------- 1524 OQ. LO» On new construction thimble may be cast-In-place ofter tightly wrapping with 2 layers of JS• building paper or sealed as per Note A Notes: End of thimble shall be sealed See Note B A. FIii space between abutment & thimble with grout or mortared brick ofter tightly wrapping thlmble with 2 layers of 15" bu lid Ing paper. SECTION AT BENT SECTION AT ABUTMENTS B. Both ends of Steel cosing shall be sealed with a water-tight pre-manufactured seal or equlvolent. C. Utility support spacing shall be determined by the Engineer, but shall not exceed 3048 mm and shall be subject to State approval. I: 20 DESIGN " M. Rynklewlcz "'""'" R. NogoraJoh DETAILS .., J. Lovin R.N. / T.L. OUANTITIES " M. Rynklewlcz R.N./ T.L. ORIGINAL SCALE IN MILLIIE:TERS FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA lEPARUENT OF TRANSP(JU A Tl ON I: 20 Jaime A. Chang PROJECT ENGINEER cu 122 2 EA 044501 D. Provisions for expansion/contraction and deflection Joints shall be made. ALL DIUEH810N8 ARE IN tULLlfJETER8 UHLE88 OTHERWISE 8HOWH BRIDGE NO. 55-0636 BIRCH STREET OC (WIDEN) KILOMETER POST RB.BS 0 I SREGARO p;; 'ITS BEAR 1 "'. EARLIER REV·! ON OA"ES SEWER FORCE MAIN DETAILS tPREL ,.,11,ARY SlAGE ONLYJ 15 17 BEHCH MARK B.M. CBM 10-74 Elev. 52.1"' At S.W. comer Bristol St. !: Birch St. Fd. a chiul mori< in Top curb at E.C.R. on S. Side Bristol St. 52' S.W. ~ Bristol a: 50' H.W. C Birch. E 7H71.29 RTE 75 = 5+65.78 BIRCH ST 01 ~1 ~, <t. BIRCH STREET 3+-00 n dJ B-3 nl3-- HOOII ------+-n-----------1 I EXIST. FOUNDATION -+-s-1T m Bfr qJ B-2 u-----0---PROP. fOUNDATIOH ~ :i E DIST COUNTY ROUTE KILOHETER POSTS T□TAL PROJECT 12 ORA 73 RS.85 APRIL 141 1997 Pl.AN APPROVAL DATE EARTH MECHANICS, INC. 17660 NEWHOPE ST., SUITE E FOUNTAIN VALLEY CA. 92708 SHEET TOTAL NO. SHEETS 46 47 I.I) ~, 13- w I-~ ~ 11» S1trl. of Cdlfomh or lb oflJcln or oganb $//all nol bl ~ for If» comp/,~ or occunq of .t~ ccpin of 111h plan shHI, +18 +16 +14 +12 +10 + 8 ......... + 6 E -z + 4 0 t-< > + 2 l.&J -' l.&J + 0 - 2 -4 - 6 - 8 -10 -12 -14 PLAN o + " 1 : 1 000 :; ~XO +-.._ sot-~ • 0. ... -········-············----•t; !··-·-__B'.'.'.'.I ................ -.. ·················----······--·········--························-···········································::·······························································································································································-·····~· ·!-······••·B-5···················-···-·-·---···········-······--················································ Top llclo Elo'i. ~ • 111.6 m -----------.----- Top llclo 0... -··········-·········--···-:a ·····-·---··.SILTY SI.HD (SM). .. reddbh bmw .dry •• Yery .• fin• ••••••••••••••••••••••••••••••••••••••••••••••••••. E ··························································-·················································-·······························'s.o"' (o-sand, dens. 0) <'-I APPROX. GROUND LINE •• ALONG BIRCH ST. t "1-----·········----·················----·····-·· --····························································-····· "It. ·-········································--··········································· •••••• ..,; " damp, medium sand .j; x' ---····································································· . e ·······························-···················-······························-· < 8: I-tJ c CLAY (CL). orange-brown with grey, (I) -damp, ·11ant"-·················--·-··--······-· ·····················-···················· Top Hole a... B-2 ,.o "' 0 • SILTY SAND (SM), orange-brown, damp, CLAYEY SAND (SC), orange-brown, moist, • fine. to. medlum, •• dense ··········-·········--······································································ ···················•···fl-••to•-rnKIUm••SOnd······················································································ _ CLAYEY SAND (SC), grey and white, moist, fine ··-··----··.to..medlurn. • .sond, •• danse-···-·····-········-·--·-·············································-····· SAND (SP), gny, wet, medium sand, very dense, with abundant shelb CLAY (CL). grey, moist, soft ........... _gm, .. wet, fin• .. to. medium .. sand, ............................................................... . compact, with abundant shells very dense, less shells dense, abundant shells ----------------···················· CLAYEY SAND (SC), nd-brown, damp, fine lo medium sand -··-·compact·····--------·············--······························· SAND (SW-SC), orange-brown, damp, fine to medium sand, :slightly compact CLAY (CL), orange-brown, damp, stiff ----···········--·-······························ .. Increasing sand, .. yeUowlsh-brown ................................................. . CLAYEY SAND (SC}, yellowish-brown, moist, compact ···········olive······················----·-··············---·-·················-······························ .... _ ...... dense •.. abundant . ..shells .............. _ ..................................................... . CLAY (CL), grey, moist, soft +18 +16 +14 +12 +10 + 8 + 6 ,...... E -+ 4 z 0 + 2 ~ l.&J -' l.&J c CLAY (CL), grey, moist, soft to stiff -·-·········· ... ••··········•· ..................... ----·················---······················· .. ················........... + 0 - 2 ----···········--··-··················································· 4 ---··········································· - 6 ..................... : .. ·--··.--···· .. -....................................................... -••············· ............................ . - 8 -4-19-96 ..................................................................................................................................................................................................................... PROF.ILE ................................................. . -10 FfR!~hfiQ;Hffl-......................... -.................................................................................................. ·········· ........................................................ YERTJCAL_..1 .... : .... 1 0.0 ......................................... . -12 HORIZONTAL 1 : 500 -14 l Birch St 3+00 DESIGN " E.BRCmN E. BROWN rn.....anr..1111 CHECKED " A. KOOKOS .. ,. 4/19/96 ORIGINAL SCALE IN ..., FDR R£I:U:ED PLANS o PREPARED FOR THE STATE OF CALIFORNIA A. KORXOS DEPARTMENT OF TRANSPORTATION 20 ◄O 60 80 cu 12222 100 EA 044501 5+00 55-0alS BIRCH STREET QC (WIDEN) RB.85 DISREGARD PRINTS BEARING EARLIER REVISION DA TES LOG OF TEST BORINGS IHINARY ST ... GE ONLY> SHUT OF 16 17 1 :i g· " ... "' "' m ... ... "' N ~ D I--" Ul _j 0 t- Ul ct co m ~'+ ~ -~ 10 (3+05) I BENCH MARKS <l BIRCH STREET 11 (3+35) I") r- w STA.12-1-00.os P.o.r.~ BIRCH ST.= ~ IISTA245•1z.10 P.o.r:<. RTE.73 0 N 547. GIJ. 0'10 0: E 5061 32&-:-oio ~ 12 (3+66) Lil m if ~ IJ (3+96) APRIL 14, 1997 TO ACCOU>.l>rr PL.I.NS DATED eJ 8-2 l'I {BIRCH· METRIC (4+27) DIST COUNTY 12 ORA. ROUTE 73 I K&LCI.IETER POST I Sf-l~ET, c:·•L TOTAL PROJECT 1'<:l. :S-Ei,S I RB.85 I 47 [ 41 Tte State of California or Its cfflcers or oqents str,11 not b6 responsible for tte occurOC}' or completeness cf electronic copies cf ttis plan steel. Revisions made to this Log of Test Borings from the original 1983 Lob of Test Borings are: 1. Centerline Birch Street -Metric was added in parenthesis. 2. Centerline Birch Street -Metric stations and offsets. BORING B-1 B-2 Note: STATION 3+29.6 4+12.2 OFFSET (from centerline} 15.2m RT. 19.5 m LT. All dimensions and limits on profile view remain in U.S. Customary Units. 50 ··-LIO . 30 20 10 0 -10 -20 ~ ~ ~/4 --;------------i------------t-----------+----------'----::.:. --... ~,,.....v,,,, -30 -40 I IZ-8-8l -40 . ..__c... t ..... e.. 1-,~ ----·r-----1-=-i ·, --r-----------~100---------------t,.,---------------t,zr--------------,,~3,--------------~1,i::-----------------~~ '1{ j ! t:: Ii J {. I i ! ; i; Hi; i i,l! l fi • I. . 1, I. • 1.: .I J H H\H !I JI ii I ! JU s • I 1 • .• • I • PROFILE HORIZ. 1•: 20' VERT. 1•: IO' (:'"•1• ~,.,., ., ,L' ~ f. ••• ... -.a,.,, .. ~, t. . CGrY ... ca t---./,,__-1·-D-------r.:N::OT::E::-· ----------------~r:O'.':'Es:".,':"GN~"'Ti.:-, ------,-;;0€;:;UlD:.-------,---:P;::-R:::-;:E:-:::P:-:A-:R::-::E::O::--:F;::-0::::-:::::R-:T::-H-:::E:--,r-----------r-,s~;i,:'noGl"i!E-:N~O:-. -:--------------------------1 ij ---·;v:_-,A~Alo..,,_ __ ADOtTIONALAS·BUILTFOUNOATIONOATAMAYBEAVAILABLEATl- 0-ET-Ai-Ls-+-1-,-----+<>«=CIID=------1 STATE Of CALIFORNIA Jaime A. Chono 55-0636 BIRCH STREET OC (WIDEN) :n ~ -,., 7-·-THE DIVISION OF NEI TECHNOLOGY. MATERIALS AND RESEARCH PROJECT ENGINEER <IL<lETER POST i --.. iT=./, ,... , 5900 FOLSOM BOll.EVARD.SACRAUENTO,CALIFORNIA 95819 QUANTITIES"' O€CIID OEPARTt,£NT Cf TRANSPORTATION RB.BS AS-BUil T LOG OF TEST BORINGS ,, ORIGINAL SCALE IN UILLll,IETERS I I I I i"""'''I'' I I '"f""""I cu I;,::;,::;,::;,:: DISREGARD PNINTS BEARING I REVISION OATES IPRELIUINARY STAGE ONLY) 'ht:et.l i ..r ; rOR REDUCED PUNS O 10 2o ,o ◄o 50 60 1o eo 90 100 EA 044501 E•RLIER REv1s10N DATES --l•ylfl~,.~ I I I I I j I l7 r '----·------------------------------......... ---~~.....;.;.---~ ....... ..--i---....;..;.;;~----""-------~_.i.:;.....;;....;..;;.i....--1..-1........:........:..-.J..--l.--i...!!..~..J ~ l , .