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HomeMy WebLinkAboutR_5625_Sr ' INDEX OF SHEETS ST A TE OF CALIFORNIA --DEPARTMENT OF TRANSPORTATION ·X SI-IT.No.-DESCRIPTION SHEET IDENTIFICATION X x---------------- w l. 0 X >-"' 0 w 0 z w " "' 0 [;j "' ...J :'l 0 if Q. .. w ~ .. r z £! "' "' :c a: w u e, It z 111 £! I- "' 111 w ~ 0 X l TITLE AND LOCATION MAP 2 STANDARD PLANS LIST 3 & 4 TYPICAL SECTIONS AND CONSTRUCTION NOTES 586 CONSTRUCTION DETAILS' • • 7-f5 LAYOUT 16 -19 PROFILE 20& 21 SUPER EL.EVATION DIAGRAM 22. • CONSTRUCTION STAKING SURVEYING 23 GRADING PLAN (CITY HALL) 24 DEMOLITION PLAN 25 --28 CONSTRUCTION QUANTITIES 29 -31 DRAlNAGE PLANS 32 DRAINAGE PROFILE 33 -37 DRAINAGE DETAILS 38 DRAINAGE QUANTITIES 39 8 4-0 UTILITY PLAN 41 UTILITY DETAILS 42 B.4-3 UTILITY QUANTITIES 4 4 ST AGE CONSTRUCTION 45 -66 TRAFFIC HANDLING PLANS. .--67 CONSTRUCTION AREA SIGNAGE 68 CPNSTRUCTION AREA SIGN QUANTITIES 69 -74. PAVEMENT DELINEATION & SIGNING 75 RETAINING WALL ti 1 76 RETAINING WALL fl 2 77 • RETAINING WALL fl 3 78 -82 PLANTING PLAN 83 DETAILS 84 -88 IRRIGATION PLANS 89 -99 TRAFFIC SIGNAL MODIFICATIONS PLANS ·1 Oel BRIDGE GENERAL PLAN IOI FOUNDATION PLAN 10? ABUTMENT l LAYOUT 103 ABUTMENT 1 DETAILS lO!f ABUTMENT 6 LAYOUT· 105 ABUTMENT 6 DETAILS 106 BENT DETAtLS 1 107 BENT DETAILS 2 108 ·MISCELLANEOUS DETAILS 109 TYPICAL SECTIONS 110 GIRDER LAYOUT 111 ' GIRDER REINFORCEMENT I 112 GIRDER REINFORECEMENT II 113 PRECAST P/S CONCRETE GIRDER A,B,C,D, E -·., l llJ. ,. PRECAST P/S CONCRETE GIRDER F & G 115 ·TELL TALE DETAILS 116 MODIFIED EXISTING DECK JOINTS 117 CONCRETE BARRIER (TYPE 26) 118 TUBULAR HAND RAILING (TYPE 26) 119 . STRUCTURE APPROACH TYPE N (30 S) 120 , STRUCTURE APPROACH DRAINAGE DETAILS 121 STRUC'.f,URE APPROACH TYPE EQ (10) ·122 & 123 LOG OF TEST BORINGS i; ~ ~ X-1 8 X-2 Cl 8i·G2 LI TO L9 Pl TO P4 P5 8 PG CSSI GI DP-I QI TO Q4 DI TO D3 D4 D5 TO D9 D10 U I 8, U2 U3 Q6 SC-I SC-2 TO SC-23 CS-I CS-2 PDS-1 TO PDS-6 LG TO LIO L II LI TO L5 EI TO E 11 & G>-18·~\ RE\JlSE.D:TRAFflC. l5L~ND~ L:-3; SfRIPlNGi FOR JSLAND_; ADDE.D PARKli-:.JGi STR\PING.J SHT PD=>, PD4 FORM DC-OE-93-PF (REV. 1/86) . --. -- PROJECT PLANS FOR CONSTRUCTION ON STATE HIGHWAY BEGIN WORK 8 CONSTRUCTION 95 + 48.50 IN ORANGE COUNTY, IN NEWPORT BEACH FROM 32 ND • STREET TO PACIFIC COAST HIGHWAY To be supplemented by Standard Plans dated January, 1988 ES$ 3 END WORK Si CONSTRUCTION 114 + 89.00 NO SCALE \ AGENCY INDEX AGENCY ORANGE COUNTY ENVIRONMENTAL' MANAGEMENT AGENCY , 400 CIVIC CTR. OR.· .SANTA ANA. CA 92702 -ORANGE COUNTY SANITATION DISTRICT P.O. BOX 8127 10844 ELLIS AVENUE : FOUNTAIN VALLEY. CA 92708 UNDERGROUND SERVICE ALERT CITY OF NEWPORT BEACl-1' __ _ UTILITIES DEPARTMENT• 91./9 WEST 16TH STREET NE.WPOR T BEACH, CALIFORNIA 92663 , ~OUTHERN CALIFORNIA EDISON HUNTINGTON BEACH DISTRICT ' 7333 dOLSA AVENUE ' WESTMINSTER. CA 92683 SOUTHiRN CALIFOR~IA • GAS COMPANY / (SOUTH BASIN TRANSMISSION DIVISION) BREA DISTRICT · 2191 EAST BIRCH STREIT BREA, CA 92591 SOUTHERN CALIFORNIA GAS COMPANY (DISTRIBUTION DIVISION)· P. D. BOX 3334 . 1919 STATE COLLEGE BLVD . ANAHEIM .. CA 9-2803 PACIFIC BELL 1452 EDINGER (SANTA ~NA ENGINEERING GROUP) RM. 1331 TUSTIN, CA 52680 ABBREVIATION O.C.E.M.A. O.C.S.D. U.S.A. • s·.c.E. S.C.G. S.C.G.· PAC BELL THE· CONTRACTOR SHALL POSSESS THE CLASS ( OR CLASSES) OF LICENSE AS SPECIFIED IN THE " NOTICE TO CONTRACTORS': HAS BUILT" -------------1-----------FOR REDUCED PLANS·--- ----------------- 0 1 2 --------------------------------- 3 ORIGINAL SCALE IS IN INCHES DIST COUNTY ROUTE POST MILE TOTAL PROJECT SHNEOE.T TOTAl SHEETS 12 Ora. 55 0.0/0.3 I DEL N RTE ,.' ' / SISKIYOU LOCATION MAP PHONE 714/B34-2300 714/540-291Q 800/422-4133 714/644-3011 714/895-0220 c3 BENJAMIN B. NO .., "' No. C 012806 -II 3-31-93 It P•--- CIVIL OF C~I.I 714/259-447'3 cu 12207 I I MODOC ' lbltrcuw SAN BERNAR01tl0 PUBLIC WORKS DIRECTOR CITY OF NEWPORT BEACH IMPERIAL ~ <i.Z0·9o ROGERH0HN BAUM • . ROAD PROGRAM MANAGER 0.G.E.M.A. APPROVAL FOR A HFP AHFP-I24I B 1267 CITY OF NEWPORT BEACH OWG. NO. R-5625-S CITY CONTRACT NO 2642 STATE (ontrod No. 12 -018791 EA 018791 , ~ ~ ~ ~- ~ ~ - I I I ~ 0 a ~ a 0 ' z C < ~ " 0 ~ " > ~ / I ( I l I ' ~ \; z I 0 5 n 0 " ~ 0 "" ~ □ z . ~ < z _m n ,, C -, D ~ ~ ' I 0 ' D ~ 'I ... ', ::::, z GJ ·, \ z C s:: [D m JJ 0 :0 ~ z GJ z C s:: 1Jl m JJ I 0 :0 ~ z GJ z C $ [D m :0 0 :0 ~ z GJ • GENERAL ROAD WORK ■ A:-IOA ■ A-IOB ■ A20-A ■ A20-B ■ A20-C ■ A-24A ■ A-24B ■ A-24C ■ A-24D 0 A35-A 0 A62-A D A62-B ■ A62-C ■ A62-D D A62-E 0 A62-F 0 A73 0 A74-A 0 A74-B 0 A75-A 0 A75-B 0 A75-C 0 A77C-I 0 A77C-2 0 A77-D 0 A77-E □ A77-F □ A77-G 0 A79-A □ A79-B □ A79-C 0 A79-D □ A79-E 0 A80 □ A83 0 C7-AI 0 C7-A2 0 C7-A3 □ C7-A4 □ C7-A5 □ C7-BI □ C7-B2 □ CS-A □ C8-B □ C8-C 0 C9-A D C9-B ■ D72 □ D73 0 D74 □ D75 □ D77-A D •D77-8 ■ D78 D D80 □ D81 0 D83 D D84 □ DBS· 0 D86-A □ D86-B 0 086-C □ 087-A 0 D87-8 □ RSP.W-C □ D88 0 D89 D D90 □ 093 □ 094 D D95 Abbrev ration S)'llbols . Pavement Morkers a,d Traffic Lines, Typlcol Details Pavement Markers ond Traffic Lines, Typical Detol Is Pavement Markers ond Traffic Lines, Typical Detolls Pavement Markings-Arrows Povemant Morklngs-Arrows and S)'llbols Pavement Markings-Words Pavement Markings-Words and Crosswalks P,C.C. Paving Details Excavation ond Bockflll Mlscelloneous- Llmlts of Payment Excavation ond Bockfl II Bridge Surcharge ond Wal 1- Llmtts of Payment Excavation and Backfill Bridge-Limits of Payment Excovotton and Backfill Detolls Concrete end Pipe Culverts Excovcotlon and Bockfll I Details Reinforced Concrete Box and Arch Culverts Excavation and Bockfll I Details Metal Culve~ts Type Ill Barricade Old Object Markers Markers and Delloeotors Survey Monunents Concrete Barrier Type 50 Concrete Barrier Type 50 Headlight Glore Screen Metal Beem Guard Rolllng-Stonclord Hardware Metal ·seem Guard Roi I Ing Barrier ond Guard Roll Anchors Coble Anchor Asserrbly <Breakaway) Thrle Beem Barrier Thrle Beem Sorrier Guard Roll Flores \H see 11 aieous Guard Ro I I Dato I Is Guard Roll Connections to Brlc!Qe Rolls, Retaining Wal Is and Abutments Guard Roll Connections to Bridge Sidewalks aid Curbs Thrle Beem Connectlonn to Type 50 Borrlar Emergency Passageways Portable Scale Pod and Approach Pod Details Reinforced Concrete Crib Woll Battered Walls-Type A,B, and C Reinforced Concrete Crib Woll Battered Walls Type D,E,ond F Reinforced Concrete Crib Wal I Vertical Walls Type A,B, and C Reinforced Concrete Crib Wal I Vertical Walls-Type D.E.& F Reinforced Concrete Crib Wall Type A,B,C,D,E,& F Header cmd Stretcher Details Reinforced Concrete Crib Wal I Foundation Pressure-Battered Woll Reinforced Concrete Crib Wal I Foundation Pressure-Vertlcol Woll Steel Crib Woll-Construction Details Steel Crib Woll-Desl111 Doto Steel crib Woll-Dest111 Doto Timber Crib Woll Types A,B,C, aid D Construction Details Timber Crib Woll Types A,B,C, Old D-Des1111 Dato Drainage lnlets-OS,OL,GOL Drainage lnlets-Gl,G2,G3,G4,G5,G6 Drainage lnlets·GTl,GT2,GT3,GT4,GO,GDO Pipe Inlets • Grote Dato 11 s Bicycle Proof Grote Details Gutter Depressions Single Box Culvert Double Box Culvert Box Culvert Mlscal lcneous Detol ls Box Culvert Wlngwol Is, Types A,B,C Box Culvert Wlngwol Is, Types D & E Box Culvert Warped Wlngwol ls .Pipe Culvert Wlngwolls, Endwol Is and Warped Wlngwol ls Arch Culvert Wtngwolls, Endwol fs ond Warped Wlngwol ls Overslde Drolns Overslde Drains Underdrolns Construction Loods on Culverts Pipe Heodwolls ond Strut Detolls . ' Pipe Culvert Heodwol ls, Endwol ls & Wlngwol'ls Types A,B, & C Drainage Inlet Riser Connection~ Flared End Sections Concrete Arch Culverts • I □ D96 0 D97A 0 D97B-I □ 097B-2 □ D97C-I □ D97C-2 □ D97D □ D97E-1 □ D97E-2 □ D97-F □ 098-A □ D98-8 □ D98-C D 0980-1 □ D98D-2 □ D98D-3 □ D98D-4 □ i:--10 □ F-20 ■ NB-A ■ NS-B 0 NB-C ■ T-10 ■ T-11 . □ RSP T-12 □ T-13 ■ T-14 □ BO-I □ B0-3 □ 80-5 □ B0-13 □ B2-3 ■ B2-5 D BZ-8 □ B2-9 □ B3-I □ B3-2 □ B3-3 D B3-4 □ 83-5 □ B3-6 D B3-7 □ 83-8 □ B3-9 □ 83-11 □ 86-1 □ B6-10 liJ B6-21 ■ B7-1 □ B7-5 0 87-6 □ B7-10 □ B7-11 □ B8-5 □ Bl 1-7 0 Bl 1-30 ■ B11-47 ■ 811-51 □ Bl 1-52 □B11-53 □ B 11-54 □ B 13-1 □ Bl 3-2 □ B 14-1 -□ Bl 4-2 □ B14-3 □ B14-4 Pipe Riser with Debris Rock Cage_ CMP Coupling Bond Detolls No. I, Flanged End CSP Channel Coupling Bond Details -Downdrolns, Standard Positive Joints ·CMP Coupling Bond Details No, 2, Annular, Reformed end, ond Helical Coupling Bonds - Downdrotns, Standard end Positive Joints CMP Coupl Ing Bond Details No, 3, Flanged End CSP Channel Coupling Band Details -Downdrolns, Standard aid Positive Joints CMP Coupling Bond Details No, 4, Universal Coupling Bmds Standard and Positive Joints CMP Coupling Bond Detolls No, 5, Universal Coupl Ing Bonds Standard and Positive Joints CMP Coupling Detolls_ No. 6 -Standard Joint CMP Coupling Details No. 7 -Positive Joint CMP Coupling Details No, 8 -Positive Joints and Downdrolns Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe Standard and Positive Joints Standard Inlet Structure Shoulder Installation ond Details of Slotted Drain Connections 12' Thru 24' Slotted C.S.P, Drain Detolls Alternative Hinged Cover for Type OL & OS Inlets ond Trash Rock for Type OCP Inlet Structural Section Drainage System Detofls Edge Drain Outlet ond Vent Details Edge Drain Cleonout Cross Drain Interceptor Detotls Chain L Ink Fence Barbed Wire md Wire Mesh Fence Curbs, Dikes ond Driveways Wheelchair RCJTq:> Detail No. I Wheelchair Raip Detol I No, 2· Traffic Control System for Lone Closure on Freeways and Expressways, Miscel loneous Detol ls Traffic Control System for Lone Closure on Multi lone Conventtonol Highways, Miscellcneous Detotls • Traffic Control System for Lane Closure on Multllane CorNentlonat Hl9tways,Mlscelloneous Detolls . Traffic Control System for Lone Closure on Two Lone Conventional Highways . - Details for Rcmp Closures, Mtscel lcneous Details BRIDGE Bridge Detol ls Br I dge Detoi Is Bridge Detol Is Bridge Dato! ls 16' Cost-in-Drll led-Hole Concrete Pipe Pile Details -Closs 45 and Closs 70 Pile Details -Closs 45C and Closs 70C Lood Test Anchor Pl le Oetoi Is Retaining Woll • Type I H=4'-30' Retaining Woll -Type I H=32'·36' Retaining Woll -Type IA Retaining Woll -Type 2 COl.llterfort Retaining Wall -Type 3 COU"lterfort Retaining Woll -Type 4 Retaining Wal I -Type 5 Retaining Woll Details No. I Retaining Woll Details No, 2 Retaining Woll Type 6 -6' Mox, T-Becm Detal Is Utlllty Openings -T-Becm Joint Seals Box Girder Details Deck Drains Deck Drains -Type 0-1 ond D-2 Utility Opening -Box Girder ·uttlltyDetalls ' Cost-in-Ploce Prestressed Girder Details Choln Link Rolling T8111X)rory Roiling (Type Kl Ccble Roi I Ing Tl.bulor Haid Roil Ing Chain Link Rolling Type 7 Concrete Barrier Type 25 Concrete Barrier Type 26 Slope Protection Detail No. I Slope Protection Detail No,2 Structural Steel Plote·Vehiculor l.kldercrosslng . Structure I .Stee I PI ate Arches Supply Line and Conm.nlcotion and Sprinkler Control Conrult Supply Line . SIGNS, SIGNALS & LIGHTIN,G OVERHEAD SIGNS -TRUSS -□ SI -I a Overhead srgns, Truss, Instructions and Exaqiles D S2-I I Jverheod Signs, Truss, Single Post Type, Post Type II thru VII • □ S3-JI □ S4-6 D S5-6 □ S6-8 □ S7-8 □ S88 □ S8-8A □ SSC □ SBO □ S9-I 2 □ SI 0-9 D s11-10 □ $13-10 Overhead Signs, Truss, ·Two Post Type, Post Type l~S thru VI 1 ·S Overhead Signs, Truss, Single Post Type, Structural Frome Menbers Overhead Signs, Truss. Two Post Type, Structural Fraoo Menbers Overhead Signs. Truss. Structural Freme Detolls Overhe_od Signs, Truss, Freme Juncture Detol ls Overhead Signs, Steel Frame Removable Sign Panel Frames Overhead Formed Panel Details for Mou,tlng on R8IOOvcole Sign P(J)81 Frcrnes Overhead Signs. Truss. Sign Ponel Moulting Detolls _Lemlnated Panel, Type A Overhead Signs, Truss, Removable Sign Panel Frames 110• and 120• Sign Panels Overhead Signs, Walkway Details No, I Overhead Signs. Walkway Details No. z Overhead Signs, Walkway Safety Rolling Details Overhead Signs, Truss. Pile Foundation OVERHEAD SIGNS -LIGHTWEIGHT 0 S14A-5 □ S148-4 □ SIS-8 . □ $16-7 □ S 17-8 Overhead Signs, Lightweight, Bolonced-Slngle Steel Post Connect I on end Mount Ing Dato I Is Overhead Signs, Llghtwelfgt, Bolonced-Slngle Steel Post Dato t I s Overhead Signs, Lightweight, Type A, Cornectlon Detol Is Overhead Signs, Lightweight, Type·B, Cornectlon Detol ls Overhead Signs, Llghtwetght, Type C. Cornectlon Details (, □ SI BA-8 Overhead Signs. Lightweight, Sign Pone I Mounting Details, Lcmlnoted Panel, Type A D Sl88-7 Overhead Signs, Ll\t)twelght, Light Fixture Mounting Detal ls , D S20A-7 Overhead Signs, Ll\t)twelght, Post Detal Is □ S20B-9 Overhead SI ons, LI \t)twe I ght, F oundot I on □ S39-6 0 S40A-I D S408-1 □ S40C-I □ S400-1 □ S40E-I 0 S40F-I □ S40G-: □ S40H-I 0 5401-1 0 S40J-I □ S40K-1 • 0 S40L-3 □ S40M-I OVERHEAD SIGNS -BOX BEAM CLOSED TRUSS ALTERNATIVE Overhead Signs, Box Beem, Closed Truss Alternotlve, Foundation Overhead Signs, Box Beem, Closed Truss Alternottve,, Two Post Type Freme Merrbers Overhead Signs, Box Beem, Closed Truss Alternative, Single aid Two Post Type General Freme Details Overhead Signs, Box Beem, Closed Truss Alternative, Ribbed Sheet Metal Details Overhead Signs, Box Beem. Closed Truss Alternative, Two Post Type Freme Details Overhead Signs. Bpx Beem, Closed Truss Alternative, Two Post Type Freme Juncture Details Overhead Signs, Box Beem. Closed Truss Alternative. Two Post Type Post Details Overhead Signs, Box Beem, Closed Truss Alternative, Single Post Type Freme Menoors Overhead Signs. Box Beem. Closed Truss Alternative, Single Post Cantilever. Frcrne Details Overhead Signs, Box Bean, Closed Truss Alternative, Single Post Conti lever Freme Juncture Details Overhead SI gns, Box Beam. CI osed Truss A I ternat Ive, Single Post Contllever Post Detotls Overhead Signs, Box Bean, Closed Truss Alternative, Single Post Butter.fly FrCID8 Details Overhead Slons, Box Beam, Closed Truss Alternotrve, Single Post Butterfly Freme J1.11Cture Details Overhead -SI gns, Box Beam, CI osed Truss A I ternofl ve, Single Post Butterfly Post Detol ls . " OVE~HEAD SIGNS -TUBULAR D S40N Overhead Signs, Tubular, Instructions and Exarcles □ S40P Overhead Signs, Tubular, Single Post, Type Layout ond Pipe Selection □ S400 Overhead Slons, Tubular, Two Post Type Layout and Pipe Sections D S40R Overhead Sl9ns, Tubular, Structural Freme Detat ls No, I □. S40S Overhead Signs, Tubular, Structural Freme Detal Is No, 2 D S40T Overhead Signs, Tubular, Foundation Detal ls ROADSIDE SIGNS ■ -S4 I -3 Roods Ide Signs, Typical lnstol lotlon Detal Is No. I ■ S42-15 Roods Ide Signs, Wood Posts, Typical lnstol lotlon Detol Is No, 2 □ 543-A Roadside Signs, Lemlnoted Wood Box Posts Typical lnstol latlon Detol ls No. 3 □ S43-8 Roodslde Signs, Steel Post, Typical lnstol lotlon Details . ■ S44-7 Roods Ide Signs, Typlcol lnstol lotlon Dato! IS No, 4 SIGNAL AND LIGHTING DETAILS □ ES-I A SJ11101 and Ll\t)tlng Detol ls, □ ES-I B 0 ES-ZA □ ES-2B □ ES-ZC b ES-2D S)'ITOOIS and Abbreviations SJ91101 and Llghtlng·Detalls, S)'llbols and Abbreviations Signal on Ll\t)tlng Detolls, Service EQUlpment s111101 on Lighting Detolls, Service [QUlpment Sl91101 on Lighting Details, Service Ecp..ilpment • Signal on Llltitlng Details, Service [c,Jlpment □ ES-2E Signal on Lighting Detol ls, \. Service Ec,Jlpment and Typlcol Wiring Dlogran □ ES-3A "\111101 on Lighting Detol Is, Sl911ol Heads end Mountings □ ES-3B Signal on Llltitlng Detol ls, Sl911al Heads md Mountings ■ ES-3C S!111ol on Llltitlng Detol ls, s111101 Heads and Mountings D ES-30 s111101 on Llltitlng Detol ls, SlgnOI Heads and Mountings □ ES-3E Signal on Ll\t)tlng Detol ls, s111101 Heads and Mountings □ ES-4A s111101 on Llltitlng Detol Is, Control !er Ccblnet Dato! Is □ ES-48 SI11101 on Ll\t)tlng Dato! ls, □ ES-4C Control !er Ccblnet Detai Is s111101 on Lighting Detat Is, Control !er Ccblnet Detol ls '□ ES-5A sr11101 on Llltitlng Details, Detectors □ ES-58 □ ES-SC D ES-5D □ ES-5E 0 ES-5F □ ES-6A Signal on Llltitlng Detotls, Detectors Slgno·I on Lighting Detol ls, Detectors Sl11101 on Lighting Details, Detectors Signal on Llltitlng Details, Detectors Signal Ort Llltitlng Details, Pedestrian Borrlcodes Sli;,iol ond Lighting Standards Type I Standards ond Pushbutton Posts □. ES-6B Ll{tltlng Staidords, Types 15 ond 21 D ES-6D Lighting Standards, Types 30 and 31 0 ES-6DA L:lltitlng Stcndords, Type 32 □ ES-GE Llltitlng Stcndards, Types 30 ond 31, Bose Plate Details □ ES-6F 10 Degree Llltitlng Stcndords 0 ES-GH 10 Degree Lighting Standards Detol ls ~AS BUILT'~ DIST. COUNTY ROUTE POST MILES TOTAL PROJECT TOTAL SHEETS 12 Ora 55 0.0/0.3 2 123 To accompany plans dated ________ \-;-_ I ' □ ES-6J □ ES-GK 0 ES-GL 0 ES-GM □ ES-6MA □ ES-GN 0 ES-60 □ ES-6P □ ES-60 □ ES-GR □ ES-6RA □ ES-6S □ ES-GT □ ES-GU □ ES-GV 0 ES-7A □ ES-78 D ES-7C □ ES-70 □ ES-7E □ ES-7F □ ES-8 □ ES-9A □ ES-98 □ ES-10 0 ES-I I □ ES-12 □ ES-13 □ ES-14 0 ES-15 Signal ond Lighting Stendords Cose I Arm Loading, Wind Velocity• 70 l.f'H Arm Lengths 15'to 30' Slgnol ond Lighting StOldords Cose 2 Arm Loading, Wind Velocity ■ 70 l.f'H Arm Lengths 20'to 30' Signal ond Lighting Standards Cose 3 Arm Loading, Wind Velocity• 70 l.f'H Arm Lengths 20'to 45' Signal ond Lighting Stmdords Cose 4 Arm Loading, Wind Velocity= 70 l.f'H Arm Lengths 25'to 45' Slgnol and Lighting Stendords Case 5 Ann Loading, Wind Velocity= 70 l.f'H Arm Lengths SO'to 55' Signal and Lighting Stondords Type 40-0-80 Signal and Lighting Standards Cose I Arm Loodlng, Wind Velocity= 80 t.f'H Arm Lengths 25'to 30' Stgnol and Lighting Standards Cose 2 Arm Loodlng, Wind Velocity• 80 MPH Arm Lengths 20'to 30' Signal and Lighting Standards Cose 3 Arm Loading, Wind Velocity• 80 t.f'H Arm Lengths 20'to 45' Slgnol and Lighting Stmdords Cose 4 Arm Loading, Wind Velocity• 80 t.PH Arm Lengths 25'to 45' Signal and Lighting Stondords Cose 5 Arm Loading, Wind Velocity• 80 l.f'H Arm Lengths 50'to 55' Signal and Lighting Staiclords Details No. I Signal and Lighting Stendords Details No. 2 Slip Bose Insert for Type 10 ond 15 Lighting Standards Left Turn Signal and Sign Standard Type 33 Signal and Lighting Detolls, Electrlcol Dato! Is Structure lnstol lotions Signal ond Lighting Details, Electrlcol Details Structure lnstollotlons Signal ond tlghtlng Details, Electrlcoi Details Structure lnstol lotions Signal and Lighting Details, Electrlcol Detotls Structure lnstollotlons Signal ond Lighting Details, Electrlcol Details Structure lnstollotlons Signal ond Lighting Details, Elect(lcol Details Structure lnstollotlo~s Slgnol ond Lighting Details, Pul I Box Detol ls Cmtllever Flashing Beocon Detalls, Types 9,9A,9B Ca,tllever Flashing Beocon Detalls, Types 9,9A,9B Signal and Lighting Details, lsolux Diagrams Signal ond Lighting Detol ls, FOU"ldotlon lnstol lotlons Pedestrian Undercrosslng Flourescent Lighting Fixture Signal ·ond Lighting Details, Splicing Details Signal and Lighting Details, Wiring Details end Fuse Ratings Pedestrian Overcrosslng Flourscent Lighting Fixture EXTINGUISHABLE MESSAGE · SIGN □ ·ES-27A □ · ES-278 □ ES-28 Extinguishable Message Sign, 10' Letters Extlngulshoble Message Sign, 10· Letters • Extlngulshoble Message Sign ond FloShlng Beacons SIGN LIGHTING DETAILS □ ES-29 □ ES-30 □ ES-32A D ES-328 □ ES-33 Mercury Sign Lighting EQJl()lll8llt 36' Flou-escent s1111 Lighting Equipment Sign Lighting EQJlpment Slgnol and Lighting Details, Sign Lighting Control Internally 11 lunlnoted StreeJ NCJD8 Sign NEW STANDARD PLANS. ' □ NSP 019 Pre<m Rtidrrc«I Carcrete Pit» am Desky, 1/etlxxJ ST ANDA RD PLANS LIST . (January, 1988 Edition) Revised 12~16/88 -----_...==-=--===-----------------------=--=---=--=--=--=--=--=--=--=--=-----=-=-=----=-=-=-=-=-=-=-... --=-----------========---=. =--==-======= ........ ===============----======== ....... =====--===----=~-----------------,,-,.-----..J....----------------.;.._----------1._ The Standard Plan sheets indicated by a morKed box are opp! Tcable to this CONTRACT NO. 12-018791 ··---····-. ----------------'----------.:------------------------;:------------:-----'-------.-,,-------------'-------~----'-------'---:---------...:__: ____________________ _:_::::._._-=--::-=--..:....::_ ---------,~--- cc " C 2 ~ ~, c-:;:: co ITT JJ 0 JJ ~ z G) z C :;:: CJ ITT ::0 z >~--- 0 JJ ~ z G) z C :;:: co ITT JJ 0 JJ ~ z G) "7 -------------,,,'--' -------------------,-----------------------------------------------------------------------------------------------,----------------------- X X 0 w >-Cf) [Il > 0 w w a: Cf) w > 1--w <( a: 0 w 1--<( 0 ">-~ [Il ~ 1--0 O <Cw w ....J z :,:: :JC) u U-....1 Cf) w <CW I uo u ;- J: C, ~r li_ I \j VAR'IE5 13'ro G 1 MEP'AN WJn71! VLIR1 FS /(XJ+ 3G. '1G 70 102+"['1.GC. -1 r VARIES 2 1 7"tJ 5 1 ~]STA. IC0+9B.OOTO I\ VAl2IE5 Sl 1 To 41 1 V4R'lc5 .5/' Ttl 41' • NEWPORT BLVD STA.IOO+%9G o 5TA.IO2+9GGG R/,W I I I DIST COUNTY ROUTE 12 Or'a. 55 REGISTERED CIVIL ENGINEER POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 0.0/0.3 - 3 -~=""::--.. ~<1.0fESSiOl'(,4/ 123 ~o/. JESU5A. ~ t1 I f,.,IJ CHE L ~ (,._,_, ---------~ =----==-=-~~~------I_"' No ~~JOG,_ "" PLANS APPROVAL DATE . -t< ,:,./ 1-------------\-_ Exp <-'/_~!_{~ /, .... WILLIAMSON AND SCHMID "/ c1v1L ,-_"'<-,}' \Al<IES 4G1 To 221 121 R/,J,V STA.loS+lo.oo 10 51P-..1O9 +G5.00 V>.R1c:s ·ri?IX 7 V.AJ;?IE5251TO 17' ----~ ~l.o%,-o l.s ~ .,__ % ---1 L_--===n ------r-t---1----1--..J ~n:-:.-:.-:.===~ j:..-r ------1 • "-J!=-r·-__. L---2 ----~ ' L---, -------·------,-1----,---;t----...__ r--.j ,~ I f'IS..joVE A.C FVU'T @ -------J.,J,_ \ARIES 24'To 37.51 STA. 105 +lS. To STA.1O7+50 NEWPORT BLVD. 5TA. 105 +70.0QTO STA.la'l+GS.00 2 -c;".4GG. ,tl,45£ Ctd.55 :ff 17782 SKY PARK BOULEVARD 1/f ft C~\.~ IRVINE , CA 92714 ---~ .A/OT£: ' x---- Cl) z ffi <( tJ/Mc/1/5/?l/VS itlr ,7;4/E .5TRt'/CTt/R,4L _ X X > J: 0 ..) z C, -1/) w C' z: 0 j:: < I-= 0 ~ (I) z < r:c I- Li. 0 1-z w == 1-r:c er; ~ w Cl Ct: L,.; • ,- w 0. VAQl[:'3 S2 1ToSG1 STA 9E>+GB30 "b 1201 5TA. 99 +G0.23 VAtJES I! 51 TO ':J . I 20 1 = 5TA 9t? + GG.91 To STA. °ICJ+GG.81 ,,7 . STA 95+4B.50 To :::: A:;-t / ·fl IA i?l~ STA. 99 +GOr-.2-3-C0-ll2)'\ I\ lr-P.G. .~ IS' 1.0% To 1.2;;.% I \ -; L---~ I -----i--- 11,-.J-------r-------· ·! -----....:.. 1.--L ______ _j 7 -___,,-_____ Jlt_. NEWPORT BLVD ,CS' __ _ .T~--- ,.f:F __ _ 4/?T __ _ ;rg __ _ TJ,1( __ _ TCt7#C __ £),!_ --- LT ET/1/_ ?TcT/1/_ ac __ _ C,g __ _ Cr __ _ c.lc __ _ /G. __ P.G. --- 8.W ~,W STA. 10::3+ 1 \.oo TO !<-~TA. 104 + 22.59 I \J 1 GJ VAl<'.IES -41 1 -·---, ' • I eH 411 ..i'.4# .0 -. , +H $'.4#.0 c;" .4Ga. 845£ Ct:,,455 ff r? /J// f # e .o 6"v' R r4 c,e 727? c:?r ~//E/4"E/J/T R -4' £? /,4' L .Pc:?/ A/' r .4' A/G" LE /??'cf/ T 727 /7 c:7.,r g,e=-,R' 4/ ,727.,P ,:;7.,r ,M/ -4 LL ,r,:::J ,,P ,::::7 ,,C c:::' o'/Y CR£ TL= .L7AYL'/C# 7 L/.,YE . 2 / E /"7 EL?.G"E ,:;7.,r r-<74 YEL IY4 Y g~ .# 7 cZ76"£ ,::::7,,,C-7:?74 ,?£L. .1-1# Y ,:?,,1/ Ci/'R8 /' 4 ,r C# 645/ /J/ CPRL3 r..4C£ ,:;',::1/.,,,P L3 /"C# ,r 7ER UA/Cc#T /'c:7/#T .PROF/LE _CR4LlE 134CK v'r .5/0£W.4LK f'" - FOR REDUCED PLANS o 1 2 3 WU)Tf{ VARIES NEWPORT BLVD STA. IO2+9GGGTo 5TA.104+85.9o: "AS BU.ILi'~ II: \S 5E£"71/,::1A/5 ARE ..f.t/8JEC7" TC ,7&ER4#Cc5 5 .,PE C/ ,..-'"'"/.£'",,,? / # 7# £ 5 7_;4,1/ c74R .0 6/7.E.t'/F/C.4 T/v'A/.5 5 .?'PER EL E~ T/?7/V' -45 .5#,;7 ff /Y' ,::7.# ,,P-5 A',1/.0 ,P-tG STA. B+91.¼ To 'IAI7 21 2 I STA 9+42.23 '--1 CEWTl<ALAVE.. STA. TYPICAL C~QSS SECTIONS SCALES, H0RIZ .• I"= 10 1 VERT. !"= 2' X-1 FORM DC·OE-92-PF (REV. 1/86) .,,_, ORIGINAL SCALE JS IN INCHES I , I I I CU f22Q7 EA 0)8791 ----------------------------~----------------------------~---------. . .----·------===========::::'::::=::::'::====.,.. ___ ------. -·· ··-··--· ··--·-·-·-·---------~-~--------'----------.......C...· _....._ _____ _ . I I uJ I z· cJ :0 ? < z z 0 :0 p ::E z Gl )( )( . :.C::----- . >-en D LJ.J Cl) > LJ.J a: LJ.J I-<( 0 ..___ >-@en 1-o <( uJ _J z :J C, 0-_Jen <( uJ OD I-:r: C) --II) a:: UJ > n z C) -II) UJ 0 z C) ~ I-CC Cl ~ en z cc CIC I- I.I. Cl 1-z LI.I == Ii: cc B:i Cl ill -?,:j a:: u.J !::-c 0 6:1 c::i 6 uJ :c: 0 . z <( :c: <-> 0::: uJ 1- ._J 0.. ' ~/ q, ' ~ ";1> --q,?'. <$ o//, k~'x / ~ -("~..,_ 41 121 lJ.: \i ~-R: \} ;® ~ ~ '--1 1~ - ..§1::ePfVAR/ES . ' . ' .. -T -,.,, .. I C"4CG !3dS£ Cc45.5 JT ~ \i 41 t 2 ~ 'l v'5_' .__ rY.P 1 STA . STA. 5\_.0Pf:: 1/4121\:.~ ®7 - .1tJ ~ ~ ¼ f.-; z!..:c'J'-57:4. /?7/00 TO //-1873G _!31-,57-4_ //:rc:97::Y& 7Z7 /-1f:/·?5./t:J -121 ti.: \i 5 \ 1/f!C,r@~ :?¾ - J I • ~ ~ ~ ~ ~ "S ~ ~ • I L~ ' -~' C/ 4GG f},45£ '-4 II .54...VO 05' -~ Ct.AS5..lI TY/? ,____ EL'½'E P/34//v' .5Y.5'T£,# TYPE5 RAMP "A" I0-t 00 TO 11+50 1% TO 7.04%' 11 + 50 TO 12+ 30.¼ 7% TO 0.00% £dL G t---~ c5 1-s7,21. //-187.3? TO /4,t-?.6./0 ~4~57.4. #/.!:"5./tl Tc:7 /5177. 97 2 l'G - 12 1 \4"&-?'NO C'L.45S JI , L Ea5'E £7£'4/A/ .5v.572:_,,w C".4CC. BASE TYPE..5 RAMP "A" C'L.455 .II STA. STA. SlA.· STA 12 +30.5G 13 +25 14 +20 15 +00 TO TO 1D TO 13 + 25 14 +20 15 +00 15 + 51.15 OC::0% 7.0 % 0.00% 70()% To TO TO To 7.0% 0.00% 7.06¼ 2.Gl% FOAM oc-oE-92-PF (REV. 1/86) 8tl3S,4~3 21 ~ ~ ") ~ ~ \::; ~1/ ' . ' ' - • TYPE .5 . ' DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 55 0.0/0.3 4 \23 REGISTERED CIVIL ENGINEER ~~GfESSia,y4 , ~ '{ § JESUSA. 't, !1 1--11 C.HE L i =-:-:-:-=:--:-==-c:-c--=-c-:=-------1 (~ No. '2 fl J O(i, s;; PLANS APPROVAL DATE ,t Exp. ~/?.,J/°14 >l-·1-WILLIAMSON AND SCHMID \\[;-CIVIL,. ,,,_ 17782 SKYPARK BOULEVARD '1;-r OF c~\.\~l)'t-'<' IRVINE , CA 92714 CONSTRUCTION NOTES ~-cefG-r-o.!5o'AC(fYpf'B)/t25'ATPBja80'4!J({!A55.!l k-CdJ5T 0.50'A.C.(TYPE'cl. J /tl.J?J~g(t:".:!455.ff_ @-Cd-!5T CUl<B fG.UlrEJ:2 TYl°E A2-8 FE!< CALWAW5. SID 1-..!B-A @--ColJ6T 4 11 P.C.C. Sltx.ll.JALk PER DETAIL 5HT C-I • ,:; "dCG. 8ASE CL'.455.JT NOTE: •• R V4Lt/E = Zt?.44/;V. 05' C''.4GC. 845ETYP. t'i:.4 55 ..ZZ: RAMP ''B" 95¼ Cc7.#P4CT/c7/v' l. IA. IB. IC . 2 . 2A. 3. 4. 5A1 5B. 5C 7. 8. 9. I 0. II. 12. 13A. 13B. 13C . I 1/.. 15. 16. 17. l 8. 19. 20. 21. 22. 23. 24. 26. 27 28. 29. 29A, • 29B. 29·c. 29D. CONSTRUCTION NOTES CONSTRUCT 0.50' AC/ 0.70' AB (CLASS II) STA. STA CONSTRUCT VARIED TIIICKNESS AC OVERLAY (MIN. 0.15' AC) CONSTRUCT 0 . .5_0'.._A~ ( TYPE B ) / 0. 25'2'. TPB / O. go• (AB CLASS II) CONSTRUCT 0.50' A.C (TYPE B ) / 1.05' AB (CLASS II) II +56.GO 12+1?.01 CONSTRUCT CURB & GUTTER TYPE A2.'.S PER CAL TRANS STD N8-A CONSTRUCT CURB & GUTTER MODIFIED TYPE A2-8 PER CAL TRANS STD NS-A CONSTRUCT CURB & GUTTER TYPE A2-6 PER CAL TRANS STD NS-A CONSTRUCT WHEELCHAIR RAMPS PER CAL TRANS STD NS-B CONSTRUCT 1/." P.c.c. SIDEWALK PER DETAIL SHEET C-1 CONSTRUCT SIDEWALK (SEE STRUCTURE PLANS) CONSTRUCT 1/." P.c.c. WALK w A y -CONSTRUCT MEDIAN CURB TYPE B3 PER CAL TRANS STD NS-A CONSTRUCT LOCAL DEPRESSION PER CAL TRANS STD D78 CONSTRUCT 811 THICK P.C.C. CROSS G_UT_TER __ _ CONSTRUCT PARK\VAY CULVERT PER DETl'\IL SHEET D-1/. (MODIFIED) CONSTRUCT DRIVEWAY PER CAL TRANS STD NS-A COLD PLANE EXISTING A.C. PAVEMENT A MINIMUM OF I 1/2" CONSTRUCT RETAINING WALL Ill (SEE STRUCTURE PLANS) CONSTRUCT RETAINING WALL 112 (SEE STRUCTURE PLANS) CONSTRUCT RETAINING WALL 113 (SEE STRUCTURE PLANS) ADJUST TO GRADE EXISTING MANHOLE MODIFY EXISTING \YATER LINE PER DETAIL SHEET U-2 CONSTRUCT 611 CURB ONLY TYPE Al-6 PER CAL TRANS STD. N8-A CONSTRUCT "V" GUTTER PER DETAIL SHEET C-1 CONSTRUCT 3" AC OVER 1/." AB (CLASS II) CONSTRUCT 611 AC OVER NATIVE CONSTRUCT 811 AC DIKE PER CAL TRANS STD. A73 CONSTRUCT 4" PATTERNED CONCRETE MEDIAN PAVEMENT CONSTRUCT FULL DEPTH AC PAVEMENT CONSTRUCT 3" OVER NATIVE CONSTRUCT 2" OVER NATIVE CONSTRUCT 2" X 4" REDWOOD HEADER CONSTRUCT REINFORCING FABRIC OVER EX_ISTING CONCRETE PAVEMENT ADJUST WATER VALVE BOX & COVER TO GRADE CONSTRUCT ROCK SLOPE PROTECTION CONSTRUCT FILTER FABRIC CONSTRUCT BUS TURNOUT (8" THICK P.C.C. W/REINF.) READJUST ORANGE COUNTY GPS PER STD. AND SPECS CONSTRUCT TIMBER RET. WALL PER DETAIL SHT. L-9 -------- FOR REDUCED PLANS-~--·- 0 1 ORIGINAL SCALE IS IN INCHES I I • ' . TO I2+I:3.0I 13¾ To B.12% t;.12% To 1.41% To "4+G92I • " I. 2. 3. 1/.. 5. 6. 7. s. 9. 9A. l O. 11. 12. 13. 11/.. 15. • 16; 1 7. 18. 19, 20. 21. 22. 23. ' 21/.. DISPOSITION NOTES REMOVE EXISTING P.C.C. CURB & GUTTER/ CROSS GUTTER REMOVE EXISTING CURB REMOVE EXISTING CA TCI I BASIN - SAWCUT & REMOVE EXISTING A.C. PAVEMENT/ CONCRETE PAVEMENT RELOCATE EXISTING PALM TREES PER LANDSCAPE PLANS RELOCATE EXISl'ING PARKING METERS RELOCATE EXISTING BUS STOP SHELTER REMOVE EXISTING SIGNS Pl=R PDS I -e, RELOCATE EX I GT/ r-lG • RELOCATE STREET LIGHTS PER LIGHTING PLANS E-10 & E-1 I TO BE REMOVED, RELOCATED OR ADJUSTED TO GRADE BY OTHERS REMOVE. REMOVE EXISTING WALL & FOOTINGS SAWCUT & REMOVE EXISTING "V" GUTTER TO BE RELOCATED PER TRAFFIC SIGNAL PLANS REMOVE EXISTING PCC SIDEWALK/ DRIVEWAY REMOVE LANDSCAPE RETAINING TIMBERS • DEMOLISH & REMOVE EXISTING GAS TANK DEMOLISH & REMOVE EXISTING GAS ST A TION, CANOPY ST-RUCTURE, GAS PUMPS & ISLAND REMOVE EXISTING VENTS DEMOLISH & REMOVE EXISTING BUILDING REMOVE EXISTING 16" WATER LINE ABANDON EXISTING 20" WATER LINE REMOVE EXISTING 6" \VA TER LINE ABANDON & BACKFILL EXISTING VAULT "AS BUILT" TYPICAL CROSS SECTIONS SCALE : f-.lot<IZ. l11 = 101 VEl<T . 11 '2 1 X-2 -- 1 cu i2207 'EA ~!8791 -------~ \ ~ C ~ s j "! =-i - k :t 't " ~ ui -i UC , 2, ,' \ j I ~ • l'1 • 1\1 UI I "' ~I < z GJ ' z\ L._ s;:. cl] '7 ]J ,-------------, ' i -' -C I . X X >-m Cl w (/) > w a: w 1--<I: 0 '>-@m 1--o <1:w ....lz ::::, (!l 0-....I(/) <I: w 00 1--J: (!) 0 w (/) > w a: w ~ 0 >-m 0 w :.::: 0 w ::c 0 x-----z c;( :c (.) X X 1/) a:: w > z (!) -1/) w 0 z c::I j:: cc le c::I CL en z cc a: I- LL, c::I 1-z w ::E l-a: cc CL w CII cc -z a: c::I LL, -...I cc u LL, c::I w I-cc I-en a:: UJ 1-w a.. i t A ~ ·1'\ a - a 1 67'0 aoc~i.-o.!-ao;.:.~--·--+------i2!!iii:-·--i 8V~8 AN~~E /N~Er • • ..... , ....... ~,, ~ i I -- I I W~Q ~7:;.',~~ -----~----... I • i& • ·... • ••• .,.. ,-• ... • , . . , . . . ... . ., , . . ....... , -·•4, .,. SECT/Off A-A L PLAN LOCAL DEPRESSION '~-&rt'41A~ A/OJ ~S: •" ····· , . • 4 ~ . .,.. _ ......... ., . • 1 I I ------ r--.... t. .I/E/6'.h'T cJr C/1/£'8 c:7/",c,1///VG ,t1//LL V-4RY M/./7"# ,r#.E T,Y/7Ec7F /?'Rg 4/V.O 5#..4LL Pc £'/I 6"RE,4TER 7?9'4# Ct:1/R.8 r'..4CE. t:1/5E g,M:'.,8 4'A/5LE /,#,,: E,r f#C#/f/ ,::?A/ .7,T',::?-..7@-L ,:?'R 3c?/-L . Z REoYrt::?RC/A/G' 5,T'EEL 5#,,4,,;L .8E-#4 8.4R5 @ /o"·,.-r CE/1/TERS ,.CZ:A'CE.£? /??" .c'LEA'R 7'.?7 /;1/5/PE c::J,,C 8o'X t:1//1/,:; ES.S ,:::?,T'#ERW,,:SE 5#Cf1//V. . 3. £"11/R,5 5EC T/c::l# 5#A'L.t. /M'A'TC# A'£?./,4CEA/7 .?"t:1/R8. 5t:1/Rr4CE -:?.F .4£L ,::",:::?/f/CRE.TE 5#A',,;L £'?1/Y/"o'RM', //V f//.4,PE_, &'RA'£?c=.:; cc::JL c.,e /'7/f/ /.5#., A'A/£7 ,5,::;:Jc::JR ,WC 7 T.?' E.% ./5 7,1/.,,-VG c::JR . ,P,€7c:J.P c::J 5 E L7 t:' ?-' R g .A'A/ .£7 ~,! .k' A' ,::?J A' CE# T T v' 7 h" c ff A'§/ A-". 4. G,4 ,t MA// Z / /f/ C : A't! L E .X .Pc::75 E.O /M' E ,r -4 L 5 # -4,:; L 8 E #,::7 T ?? /? &'A'L ////Y'/ cc .0 A' r 7 ER .A4'.6"R/C.47/.::7/V ,-, 5. .. :i7.,4/VP.4R..?7 c:7/'E/V,rVG' LE/J/6'//75 (L.) 4RE 3'-~1 ~ 7✓ /o", /4, A'/1/L? .?/ rEET LOCAL DEPRESSION DETAIL FORM DC-OE-90-PF (REV. 1/86) ,.,,... A A _J I -I ., I / I / / ,1G I .,..,, j7..::f~ ,,,.,.. I·/ ,..,.,.. 1,✓,,-'-0/3 ~------ PL,4N CROSS GUTTER DETAIL I'' • ik~t-~~ ~ ~ t ~i~- ~~=~ . 8" CONCRE 11= :v.' Gu I I ER DETAIL FOR. REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 8-S Z•.:IF 4 -i5ARS DIST. COUNTY ROUTE 12 Ora. 55 REGISTERED CIVIL ENGINEER POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 0.0/0.3 5 123 v-OfESSIO 6U i2i 1--ilC.HEL .., ..., "' ::::-:-:-:::-==-:-77"""==------11~ ~-~~=e~,o~&-=--~ I-P_LA_N_S_A_PP...,R .... OV_A_L_D_AT..;;E;_ ___ ----\\-1< ?.>/'B l/"'l WILLIAMSON AND SCHMID CIVIL 17782 SKYPARK BLVD. OF c~\.I IRVINE, CA 92714 L.......L--✓t'//R/3 rl/CE SIDEWALK DETAILS 2" z'4fl , ' . ,! MODIFIED CURB & GUTTER TYPE A2-8 HAS BUILT'' cu. 12207 • CONSTRUCTION NO SCALE . DETAILS EA 018791 C-1 I \ z C :;: m m II 0 II ~ ·z GJ z C $'. m m II 0 II ~ z GJ z C $ m m II 0 II ~ z GJ . . >-en 0 w {/J > w 0:: w I-<( 0 a: w w ···-z -CJ z w l-o LIJ .... 0 a: Q. z 0 j:: < I-= 0 Cl. Cl) z < = I- LL 0 1-z I.LI :ii: I-= < Cl. I.LI C 0 w {/J > w 0:: w I-<( 0 2 <{ :::c u 0:: w t;j a. "' " . ~ ~ '\. ~ FORM OC-OE-82-PF (REV. 1/88) 0039ok3 \j ~ ~ "ffl -. ' . ' -4 /2' 5ECTION A-4 oC,4,(E,' /"=4' .c7;;1/ R .8 -#o'.A/c7L/ 77C ff/ T# RC C /'W//c,,#E/f/.r BUS TURNOUT DETAIL 5C.4LE.·/''= /Cl' ' ,.,... • . ' .- 5- 0- -5- I -TIMBER RET. WALL DETAIL PATTERNED CONC. ·MEDIAN PAVEMENT DETAIL .5C.4LE: /"= Z' .5'?'-4LE.-/''=:?' FOR REDUCED PLANS. ORIGINAL SC/I.LE IS IN INCHES 0 I ' 1 I I\ VJl.47W.P / \ 5.C.E0/.2211 .] I I . ' 2 I o• I gg I o" j I I I L_i ' 3 I . . AC /:,tf'E,#.E/f/T DIST COUNTY ROUTE POST MILES SHEET TOTAL . TOTAL PROJECT NO. SHEETS 12 Ora 55 0.0/0.3 6 • 123 . -------'._)~e_,,,.~y2<.,,\_.;o..,..\l_~, ~.;:,il!,1!,1~(.__- REGISTERED CIVIL ENGINEER WILLIAMSON AND SCHMID 17782 SKYPARK BLVD. IRVINE , CA 92714 t""L' E4# c.£6£ ,REDWOOD HEADER DETAIL 6'CA'LE: /H-YZ' 5 EE ,?,' 7/ L /TY /-'L' .4.A/ ...:r #c E .T ;;1/'-? /'c? R ...:r E IYER .c'" ,:;7.,Y 5 7,,f" ;;1/ C .T/ .c7# A/ ,:;7 / E .5· SEWER PROFILE 5:::A/.E<E,: HORIZ.. I "~eo' VERT. 1"=4 1 "AS BUILT" cu 12207 ~ONSTRUCTION. DETAILS NO SC.ALE EA 018791 C-2 . 0 z ~ .... I\ ' ' .._. <Ill z C s iJJ m II 0 JJ ~ z GJ z r s: [L I ml II ' 0 JJ ~ z GJ z C s iJJ rn II ~ I I, • I\ II! I " 0 I JJ ' ~: z GJ X X X---- X X ,-- Cl w >-(/) co > Cl w w a: (/) w > I-w c'.i a: w I-<( Cl '->-@co 1li ~ Cl Cl ....1W W ::,Z:,.:: oc, 0 ....J (/) w <( w :r: 00 0 I-z ::c <3'. (!) -::c UJ 0:: u UJ > a::: 0 il.J I- z LL.I (!) a. UJ UJ 0 ---- ------ er " \ Z4"5 ---f----:t---t---J- ~ . T- -~ ~ I ' ' "' I T * '""- r, -"j I ' t 'II /t:l,tt:Jc:J. aJ-3';?-:!!£? sr 5TR E ET I I z g ~ Ii: ~ Cf.) z C a:: 1- u.. 0 !z LI.I ::::15 l-a:: C a.. LI.I Cl • C -z a:: Cl u.. :::; cc u u.. 0 LI.I ~ ti ORM DC-OE-80-PF (REV. 1/86) .,_ .SEE /5cA'A/v vEU/LA&Jl(E t--' + t:'PR//E o.4r.4 r IA NEWPORT FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 1-- / ~ . I ---1 . -:.. -r:J-===-----). -------r -J --.l_, --3 ---l r--, - l.J I L-. ___ ----r---_ I --------/ ---I - I I ----------- BOULEVARD "AS 2 3 BUILT" DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PRQjECT NO. SHEETS 55 0.0 /0.3 ,7 ,-·123 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE ·WILLIAMSON AND SCHMID 17782 SKYPARK BOULEVARD IRVINE, OA 92714 \l.llfESSiO SUE:> f..ilCHEL 2e,1oa, p. '3/~[f C!VIL OF C~\.\ CONSTRUCTION NOTES ~ "' (j)---t:'cl/1/..57. d,45:4.C. (ry,PE '8:J/t?.?t:l'.,,t;,ff. t:"L,455..ZZ: ®-----:::--,:;'?',4/5 ..r 4'R/ E.:? /29' /CR'A-"&'"55 ..4 C. t? //ERIAY tJ. I 5' /VIIN. ®--t".?#.P.' ;:'//,5,/ 6"/7'7¥R TY/7E .-IR-3 ?'.ER C4L??A'Al'5 f,7Zl /Vtf'-4 @-,:P/f/.5"7' ff#a<L'L:"...W/4? ,&.,#/7 ,.,P::-R £»,:;'~.5 f $. # 5-.cY ®----=--,:!;?#57 4'1/CC.,P,?1,E#,:;t'L,e-'/J:"R ,?7.,,:'7,4'//5 s/,/,:;: C-1' ®-t:J:7,,1/5,r. 4 "r."C C. /ffi;'£K//?;1 Y 0---=-a;U/.77.' ,#/.?{/,4,1/ /,P',e",5 7»"7.c /3 ~ uf,C~.57)? Aff?, a:-IP$£ /1/'t:»'L /?E/?<"'c.55/,:::7# ?ER a'.?~#3' .5ZZ? 0-:? d ~ f.?"' @---l'tl.CP ?'&4/VE £,l'/57 4C /71#/'7." ,4 -#41/. ,:::7,.c" / ~Al6Z: 4''/3/T7ER/f/EL7 c"?'h'C. .4-/E.0/41/// ~ff,#EA/T @--/,'tl/f/5J: /'#'LL .?7.E?'..r.# 4 C. /3:IYE-#E/Vr' ~ A'.PJ/.5.Z:Jf/.47ER MLff c{::JX I L't:JffR Tt:7 GR.4L?E ®-d:7,,1/57.' §,t/5 ,r~,,v,:::7y7 (cf'//,7,4/C,< /CC fiYR£?#r) ---=---==----1 -------J --- DISPOSITION NOTES LEGEA/0 C.r _ ,::'v'R.8 h'fCe' r.5. _..fi'A//JA'EP 5v'Rr~CE r /.' _ r,::1 ?' t? r .,,,,, ~ j/ E ,# £ A/r TC#,1/C. Tvr' .:Pr 6'.:?A/c'RETE 4-?T. _ 4#5.L& /«?#VT ,e I? .:.. R ,¢ L7/ .4L' /7.:P //VT' s _,5cJYcR j C.c"J. _ /'.LE4/!/ #?" 7 --t-.W __ .W.47 ER C'. -,5°,45 '·· r _ 7 E ..(6Q//;!7 # £ £ -llcCT'.R/C.4L =f;,t. -5.T',e'EL:T' £/Ch',T Jfjt? f-lYc.57' ,::),,C: Cc/J/TERL//Vc .• _LAY()UT L -I SCALE : I " = 20' cu 12 207 EA -0 I 879r -· 0 ~ 0 ~' , w z " ~ z rn " " ~ C, "" z jS -;_; C Si -:; co LU z C $ OJ rn JJ \ ' ) 0 II ~ z G) z C .s: OJ rn :0 " >L-------1 ~ .... 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"AS DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PRO.IECT NO. SHEETS 12 55 0.0 /0.3 8 123 REGISTERED CIVIL ENGINEER • OfESS/ SUS f..-llC.HE L $, '" '2810G "' PLANS'APPROVAL DATE WILLIAMSON AND SCHMID 17782 SKYPARK BOULEVARD IRVINE , CA 92714 CONSTRUCTION NOTES . ?,/?JI/ C!VIL OF C~\.\ ~ ,:'t?/VcS"T. .:7. 45' A'. C.(T"Y,C,£ '8) /0. 7c?, ,4. B. CL.455 JI ~ C'?7A/.5T. Y..4R/EL? 7.¥--'C.e'A/.c.5.5 4C. #~R-44Y (,#/,1/. ,a /:5',4 C.) ®-C?7/V6'.T. c"v'R8 / o'"#TTER TJ?"E .4,?-,3 ,P..c--f" /'.4/~4#.5 572? #c5'-// ~ .!'?7/J/5T. 11/#ELZ' /#.,,//R ,e;:t.#/7 /ER L"4L/.A.""-4#S ..?TP. ,,-Vg-g &-/,::7,1/aT. 4# /PCC. #/..t?.EIY4L.K' ,PER ,?7.c,7,41'/L .5.4/T. C-./ @---c&i/5T /'i1/R5/fP7TER .,#,?L?/llEO T.Y,PE 4.c'-8 J¢',:;?~£ /"ER . .!?ET,4/C: C-1· 0-:::-.::'?7/f/5.7," #E~/,4,1/ c~R8 TY/7E 8-.3 /ER O:'/,TR,4,1/5 5.7.2? /VJ'-A @-,:',:::1,1/ 5.T. / c?.c"4 .c ..t7 c .PRE..55/o'# ,PE.-<"' C4'LTR4/f/5 S 7P £? 7 6' ~ c,:::1#57." 6',,,7/2-'/C,,< ✓PC.C. CRt7555~TTER @-/#A/ 57." ,,q//f' .K IY,,4 Y /'& // £R7 Ct-ft1£l//7 cLJ J ,P/R .OEU/c .5#T. O 5 ~ co'/1/5 T PR"///Elf/A'Y /'ER c-4£/f,4/f/5 f,,72?; /f/8-A' ~ cc?,!,::? F.c'A'A/E .E.,Y/.5"T. ,4. C. /'4ff".#E/Y.r 4 ,#/A/. ,::7_,.c-.rt-i!'/ @-;-,4£1Jt/.5T 7,::7 5'?4Pe E,,Y/.57?/VC ,#,4'##.::;?Le @-a;1/f/.5T. b"/'t7R8 #A/LY 7,Y,C,c 4 /-,:p /Y"R /4/ 7R 4///5 5T£7. /J/ 6'-:4 <Jl;--;--c',:;:7/f/5.7," "//~ 6"/1/'7TER /'ER PEU/£ .P'#T. t::"-/ @-t:',:;:7/// 5 7. 3',. ..4. C t:7 // ER 4,, 4.8. c' / 4 56' ..ZZ . @-:::-,r',::J A/ .5 T 4 "'/W 77 ER /f/ E £? ,",::7/f/C ..# E PUA/$// .c d-:f'E/V T @-,"o'A/5T. /'PL.! v'E/l& ,4. C hff'E.#E/VT ®--:--(",::J,1/5/." RB///.-9Rc'"//VG" ~b'R/C ,:;:71{:"R E//5T. co'A/C. .4,/1//c✓#EA/r @-c"d/V.5T. .(!7,t/.5 7"t!YR.,,Vv'#T (,::;1'/77//C.K PCC. 3/RE,WE) . (@---,41(!£)/.F"Y EX'/5T. J1/4TE? L/A/E ?ER .OETA'/L 5//EE T f/-2 DISPOSITION NOTES [Z}-R,5#,:;:7//E EY/5T. ✓Pee c'v'R8 / c'Rt:755 C#T.7'ER. @=-EE ,#,::J YE £,I"/ 5 T. C .YR 8 & RE#v'//E Ef/67//1/6"" c"A'.7"t:"h' .e:YA'.5,/,-1/ ffi--54/YC.:,',.r / RE/4',::7//E E%/5T. 4. C ~//E.#EA/71/ ,::",::7.,4/C /WKE✓#E/V 7' ~ RE/ o'CA' TE c,./"/6",T. /71,/.,# 7REE5 /"'ER /,4.,,r,c;,scA'?E /7L A'# lzJ..=--Ra'v'c.4,r,E EY/5T. PP.5 .s.rc?/' .5,RE,(7.ER @-/E ,# ,:;:7 //Ee ,,Y/5 7-" ,5 /5"/V 5 r"'e R P ,05 /-({: ~ Re/ ,:;:7 C-4 7 E .c .,1'1/.5 .T/ .A/G' . §-$ LYE R,G,if,::7//E~ REa?tA",.?c"~ ,:;:7R A'£Vt/57 Tt:7 u'R d'PE 8 Y ,:;:77,,y fR.:5 6=-RE,#,:?// E f P £ R ?L 4#) ~ EE #t:7 YE Eb 5T." f1/A' ,! L' ,/ ,-,,:-,:::1,:;:7 77.A/ &° 5 Im--5A' ff c.tY / / R/,,#,:7 J/c_E ,,/'"/5 7?# 6' 'l"* .5'.#7'.TER ~ 7P' ,c?E R0.::::1/'47££? FER ~_,,.enc 5/&"#A'.? /'z',4,1/.:5 0-----,,PEA!o'//E EY/57: /.7C.C 3'/Pff1/4LK/ PR/J/E/Y4Y ~ REL,:;:7,:;A'.?c 5T L/&'#75 .PE-<' L/tf.#"77.4"&° /2:-4/1/5 ,c E// .-• \ LAYOUT L-2 SCALE = I"= 20' CU I ?207 EA OJ,8791 I § !B • • Q ; ~ i m is C i3 ~ z C $ DJ m. ]] ~'------I 1 1 I I I 5 ~ 'i lb '\ ' ' -.. w 0 ]] ~ z [j] z C s DJ m ]] 0 JJ ~ z GJ z C $ DJ m JJ 0 ]] ~ z ~ I ~ ~ u, • 1.-i X X x---- X X >-co Cl w en > w a: w I-<I: Cl t- :I: Cl (/) 0:: w > 0 z (!) -(/) w a z = ~ l-a: = D- U) ~- a: 1- u. = 1-z w == I-= CIC D-w Ci CIC -z = = u. -...I CIC C,) u. = w I- CIC I-(I) Cl w en > w a: w t: Cl z _<( J: u 0:: 1.1.J I-1.1.J Q. ~ t 0 0 . LO I'- + B c-l I _J . ci ~ z Cf) t-w w :I: w (/) z 1/l4- ~-~~: /0 ~--, ) C:::::::::=----,:: • ' w _J w (/) I 0 ~ ~ fft1'Zlt1' z c7t1' ,,;. ?, / rt''~ , .Z:7"'1?a? //t7.ft1' / ff ,!J:,:;:7/, 9.//' ORM DC-OE-80-PF (REV, 1/88) ....... , . 8.3 , 12.37 0 tl;21€'M; zz 2'? 11/0"%¼?.- 0/STAIJCc !2.C4' 1 t( ,.o-I I @ I\~ I u DIST. COUNTY ROUTE 12 Ora 55 REGISTERED CIVIL ENGINEER POST MILES SHEET TOTAL TOTAL PRO.JECT NO. SHEETS 0.0/0.3 9 123 \'.OfESSJO SU<S 2:5 f,.,llC.HE '" - "' '" ::-c-'."'C"'.":C"-:-==-:---,-,---==-------1 "' 2B(OG, "' PLANS APPROVAL DATE No.~---=--- ~W.;;IL;.;;L.;.;IA;..;M.;;.S.;.ON;.;.;...;.A;.:;.N..;;.D;.;.;.;;S;_C_HM_I_D ___ -"\-1< p. 'Z>/3 I/ 17782 SKYPARK BOULEVARD C!VIL #-,ts 11/0TE: IRVINE, CA 92714 or c~\.I IA .#E 0/4/A/ c' PR .B .re .8 E ?',:;:?A/.5 T. CONSTRUCTION NOTES--,PER TR.4/""fiC .OELhVE,4T/O# /7,!4A/.5 rRt?47' :7'a /t?~-rt?tJ w su //?r5tJ @--/PJ#.5'.7 Tc:? 6"R.4..tlE #L'//E g:;,y ,4,J,'£7 u:'Mffe? , (!)-Ci-,,1,6T-?1. 45'4 c. {7Y,P£ ~~ / t7. 7t?',4ff. CLA'5.5 JI. r,;;;, K'ELCJC4Tc t?RA'A/CE Ct?v'/VTY ~P..5. ~ Ct7.4/5r. ~f/EL7 $/C/A/E.55 t;lJ/ER.£.4Y (4/-W ,:7. /5 /4 C.) <.:y-PER f70. A'A-'£' 5PEC6'. ®-Cc:7,1/5;7.' /',:1/Rg /5'//'"~R 7,Y/£ .4:i?-6 ,/7,£'",e" 0£~#5 .5,r,a ,,,Y;;F,4 @-Ccl#5T. 7?/P/.b'E-R RET. H/4'L"L ,PER £JEM/L @ l"c:JA/57. IY#'Efi t:'#4'/R R4'#/ /'~,,e CefLr,&,,y5 s,w. A/c5-.e ;;'} CJ.IV :5'h'T. L-9 • @-t:'c:7/f/.5r. 4'/.'CC..5$E/l/4?.£.K' /7ER/?E?.4/L 3"#;; C-/ ~ ~ t:'t?/V 5r. .PL?E"ft/.4L/ ( .5 EE 5,?;f" PL" T# R c /" £4,1/5) f,; (j)-Cc:J_A/5.T. ,.#E.£7,t,/,1/ C'#--f?d' .rYr".E .b".3 ,.PcR ~L' TR.4/V.5 57"..?. ,/J/,5-.4. ~ ©-;-c"C/V-5.T. /#CA'/ /?E8?B3'/## .PER c.4.£7??.4/J/5 .:$"W. p 7,8 .5'EE 5'//T P-3 ~ !!J (j_/)-t"c:7/f/5T. /??/YEJ#:IY ,PER,::J,l/,?'?".4/1/5 §//?. _,,y,6'-,4 ,,cc~ P,<""O/'Q'LE ~ { ~ ,;',:;:7,!,:? .-PL 4/V E E,Y/5 ,T. 4 C' ~ ff-#c/f/7" .4' ,# ,,0/. # r / .Pf? ,, ~ ~\j ~ £ C4Y57_.e/c77,::;:7...iV 7 /]QJ II ~ ~ ~ ~ ~ ,D @-Cc//1/5.T. RE~/,,'W#G"ff4LL #./ c.fEE.57.e#C/'#RE /z:'.4/V:5) i0J ~ . VJ ~ re i\ \J_. '·" 0f' -,4./?J£15T 7i7 GR.4v£ f,,l'.,'.5"77/VG" /4".4,,Y#.t:7££ • ~ € ~ r{ !::i ~ & & i: ~ .,#c::1£7// >' L":.t1/.57.-l1#7£RL//Y£ /?£€' .?'£~/£ f/2,'7.""" 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A.'t:".,£',1/#-z;f',:::Ue: .,_P//#'7. • ' 0-Rc✓#t1~E.Y/.5r. 5/G.#5 r'cR /'./:75 /-,;:; ffi-=.-RE~$ .EX/5T//V6' NEWPORT BOULEVARD 16/?AVITY WAtC. @-.727 .&'E RE..#.c?J/E.?7 .c?R .4£2$'.57 $ ,r",f/4.z'?c #,Y .{'~ [llj-----. /'E,#~t/E EX /..ffT/A/G , [?gj-R.c;✓#t::7f1f" a'/.5T. ,W-,4LL'/• .-,0'd?;0/5"5 _FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0-1-. 2 ·-· • "AS BUILT" 3 .. cu • ~ 72? .b'E Rc2'?7c'4~..?.' ~/ ~,1'7C ---"7ta'fa'L' /2!4/~ . ~ LT,$'~$ /2'>.7."" A"'.CC $.!?Elf#/// £7Rlff ff,.4 Y, ~ f E#C.4 TE 5;; L'/&#T /',!? L'g)YZ,,,,W-/2141/ c.,,IJ; 8 --~ //#,?!~ /,.4',1/£7fC4RE £7.c✓r: ,77,H,5ER..5 li8---.RE.tc7C4TE EX/577/VG ?ARK/#G ,#£TEfi?S _ LAYOUT L-3 _SCALE : I 11 = 201 • 12207 EA O 18791 ~ .... ~ \ ' "' 'JI I I • 1.,J z C s [D m J] 0 J] ~ z Gl z C s OJ m J] 0 J] ~ z Gl z C s [D m J] 0 J] ~ ~ ' ~ 0 N u, I .,, X X x---- X X 0 >-w rn a:i > 0 w w a: rn w > I-w <( a: 0 w I- <( 0 '>-fil a:i 5:i t-o o <Cw w ....lz ::.:: ::, C!l 0 0-w ....1rn <CW I 00 0 I-:r. (!) -1/) a: Ill ~ z CJ 1/) UJ 0 z C) j:: cc ... a: ~ Cl) z cc a: ... u. C) ... z 1,1,1 == ... a: cc a.. 1,1,1 Cl • cc -z = f2 ::; cc c.:, u. C) 1,1,1 ... ~ z <( ::c 0 a:: LLJ t-. LLJ Q_ 11P II ' -------- SECTION /7 / 7£".R--6'!3.R C /'££ .5£C7?~/Y c?cl ,:;7,,C ::572?.5-/' .5/7fiC5 YAR!c5. 5\11,4 - ROCK SLOPE PROTECTIO _ DETAIL C//RJ/r PATA ( ) L1 R L T /· 4-';4_,/~P ;?' ,::;7,::;7#. ,::;7,::7' /,::,7-7.q, R:?. '/'4' ;? LT" .d',4 '#°" ?£7c::1?! ,:::y, /.{!'ff.,<;;?' 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COUNTY ROUTE 12 Ora. 55 REGISTERED CIVIL ENGINEER POST MILES SHEET TOTAL TOTAL PRO.IECT NO_ SHEETS 0.0/0.3 10 v.,OfESStO 0U5 123 <E 1-,,llC.HE.L ~ ...., "' -------=·'------11"' 'Zt;.LoG> "' PLANS APPROVAL DATE No.==--'-"--'"-t--,;,~.;.;;.;.;;.;..;.;.;;.;.;.;;;.;;.;.;.;..;;.._ ____ -\\* p. 3/~1/ * WILLIAMSON AND SCHMID 17782 SKYPARK BOULEVARD CIVIL or c~-.: IRVINE , CA 92714 CONSTrtUCTION NOTES \ -- cu 12 20 7 I \ \ \ ) LAYOUT L· 4 SCALE:. l11 = 20_' EA O 18791 , I 5 z C s OJ m II ) 0 II ~ z GJ z C $ OJ m II 0 JJ ~ z GJ z C s OJ m II 0 :0 ~ z ~ X X x---- X X >-[D 0 w (/) > w a: w I-<( 0 I-J: (!) (/) 0: ILi > 0 z (!) (/) l1J a z Cl -.... < .... a: Cl a. Cl) z < a: .... LL Cl .... z LI.I == .... a: < a. LI.I Cl < -z a: Cl LL -...I < c.:I LL Cl LI.I .... < .... Cl) 0 w (/) > w a: w I-<( 0 z <t I u 0:: I.J..l I- Li.J a. .§ t 1./0TE :FOi"! COMFLETE fil&HT-Or-lll//Y AI/D ACCt.ll"JATE .4CCE:5S DATA, SEE /7/GMT- t7.F-tu4Y 17EC0?7D MAF:5 AT DISTt=IICT OFF/CE CUl<VE DA.TA <> /I K L, ''7 /Z ?t!''6?:d7• ?v'z'.@' $/. '7'7' .q-g,: //-' b "~'?,:;; "' #L?. /. ~-;t;:,,. J ., /4. 34' FORM DC-OE-90-PF (REV. 1 /86) B6 39'144 / 4.ZG' - --FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 I LOL . 101 2' 15/Ke TRAIL SECTIONjt/-A' BCALE:. HOR/Z. vERT. DIST. ' COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS 12 Ora. 55 0.0/0.3 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE I WILLIAMSON AND SCHMID . 17782 SKYPARK BLVD. IRVINE, CA. 92714 CONSTRUCTION NOTES I I 123 .,_()FESS/O <z:>U<o . f.ilCHEL i -ZE>IOG>-~ p. '?,/~ 1/"'I CIVIL OF C~I: -. @--c',;1/V.5ZJ#R£P 7.WC,</f/c.5":5",4. C. 27)7ER4:fY {,#vV-t:l./5.4.Cl ___ _ @-t'tt-Y.77. d :%7 :.t. t; (TY ,Pc 8 J/ t:l. 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(TYPE 8) / ,::J. ?5' T.?. 8./ ,:1. &J' ,:' L-4 5 S ..ZZ @)--a.-_?',::PA/.5Zt:Zff~_C'. (TYPe LJ}j ,/.t/'5' A.8. Ct',455 ..ZZ- --@----c'##.57. ,::4,t1/R~~,;;-£'Z-7R'RZY/E,.;f;?_-,:;1 ,PER a?/:P,4#.5 5.7,27. ,y,5-,4-. - ~,:::J#6X-4''.':%"CC f&?E///47.?..e:RE.R CE.J:4/L ..5#T. C-/ • @J--i::',:::7£5,T. £'E7.' ;MC:t:.-#' Z { .Y'EE 6TR',:;/CZ-v'RE ,PL,4/1!.$) : DISPOSITION NOTES T,R "" I [ZJ--1 /'.f,#,:?;1/d: ,cA'/'5.r /.'C.C C.PR8 ,~,5'#T7£R ' ~ ~-_,e E ..#t:7 J/ .67 EY / .5 7. F C. C. C,t/RL:? ~' _ !--~ _gj//tf"#,,7,tl RE-#,:::7//E EY/5T. ,✓-C. .P';f.{#-7."" ,:7',,P ?"##c. ,,??AW'' ,r. CY/f1/' ~&2',:::JC..4 TE 5.TREE..7' £'/5'# ,T?ER //6.#.77A/5 .4'..4.-1/.5 .,£7,?7 / £?/ T/? " -~ ~~,:::J //EE..Y/$7.'/.:"CC_ f/.?'E.ff A"L~ ______ _ ' ~ (;?/), T,P. ,,zff 71P Z1l 1·:,f RAMP 'A' BUILT" SECOND STAGE LAYOUT L-6 SCALE , I" = 20' ,. cu 1.2_2oz EA, 018791 ------~-- I " s 2 ;;: 0 5 a (") ~ 8 0 ~ " °' C " s 0 '" . ~ >a C < z a ; C z " ~ C " . C D :?l IS > < .. 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LJ~_/z'' W-~72"-f' ,::',;:! a:?' //-4'?'7' ,5':7.3~· X !377/'44'u ?ff,;(d:J' / ,,;,4.',59' ,3.A7' 1"4'1/ff 1/ff" ~.d,?t:?' /,::?5,,:Y' ~89'4' 4#!741?9'* 5.v't1/'' 7-3,#' "f4.fi"' ¥/~:,y~ . ti?-@, /t5:'74' 37-4°:7' FORM DC--OE-90-PF (REV. 1/~6) ( #,// J ---~ - #OT£.: .. -----FOR.REDUCED PLANS .... 0 -, 3 -- ORIGINAL SCALE IS IN INCHES / I , I DIST. COUNTY ROUTE 12 Ora. 55 • REGISTERED CIVIL ENGINEER POST MILES TOTAL PROJECT 0.0/0.3 SHEET TOTAL NO. SHEETS ',.llfESS/ 5U 123 <3 1--llC.HE ~ .., ,., =:--:--:-:-:,--,-::-::--~---=c--~----1 "' '2 e, I OG "' PLANS APPROVAL DATE. No. -==:....o...:=--=._ r~.;.;;..;..;;..;..;.;,;;.;~.::.;.;.:.::... ____ .....i.,... . ~1~ v, * WR..LIAMSON AND SCHMID CIVIL 17782 SKYFMK BOULEVARD OF c~1.1 IRVINE , CA 92714 CONSTRUCTION NOTES ®-=--CO/..IST. VARIED TI-IICK/..IEGGA.C.OIIERLAY. (U/1,/. 0.1!31A.CJ @--C0/..IST.0.501A.C.(7"Y,PE B) tl.?6' T..P.cijtJ.8tl:4-8. ,:;L/J55.2Z ~ C0/../57. O.SO'AC. {TYPE._) j/.t16:.A.8. c'/455 .ff @--CONST. CURB 1Gt17TER TYFE A'2-8 FER CAL 7J?AJ..IS GTD /.18-A @::--CO/.IST4°t:C.C G!OE/JJALK FER OETAIL GHT. C-1 @-COI-JST. LOCAL OEl°ReSSIO/.l l°ER CAL Tl<AJJS STD 07B ~ AOJUST TO GRAOE £XIST. /v!AJ.JHOLE @)---COI-JGT. t;1 A.C . .Oll<E.CAL TRAAIS 6TD. /v'8-A @=-COAfSI. 4" f;4Tif!?I/ELJ CCJ/v'C.,#E0/.4,1/ /'..41¥.#£1/T DISPOSITION NOTES ~(;} ~ ~ /c..#c7.t"£ EP5T--ff-t::! t:'&'LT / u"P"7/2"'"R,/ a="c:755 4°'.-Y.772$(? • ')'~ -~ R~"""p-"£" c.-f'/.:57."" ,:::'#'~8 / ?.6'.5,l ~ I -111+----_RE,#.:::7,P,',::: E//5 T c"",.,/,r;::",# .,6,4,ff //J/ r,q ~ -y, [1J--.::1¥.lt'c'#.7" ," RE✓#,:;?/¥ E//$7 4.C: ,P/4'.H' ~ v'R c,:M'C. /7/#✓, ,r. • ~ • R/2'.:::'Cef?e: .5,T,,,:'/,5",#.T /"ER ~/.,r.,#7,7..4/5 /z',41.4/..5 E.-z7 ~ E# ~ . {~I--.:? _d'E?/dY,::?~,?J, ,m',:::?c4 JFL? .;?R A'PJv' ~P .?2? £&,:?c gy ,:;:1~ C?:~ ~ ~t:2YE. EA"/5T RC. 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FORM DC-OE-90-PF (REV. 1/86) '""" L r /-.;?/]' . 5-?CI' . . 8-81' /5.73' -15. ,J 3 / 47./~' . 3 zoz. c3' • 4 ;?/.17' . . , . /?,!J/c A--JE A//' R.E#t:7 f#,t / t:"CJA/.5 T. t::l/V /V c ,W /21,1// EM' E /v' /' #t7 5T .8E t::?c:7# E / A/ ?'"?7?7 R .?'/A/A' 77c:7 A/ #'/ 7// J' EJf/E R ,tf 11/4 7 ER CCJ,1/ 5 T RP C 7/ c:7 /J/ ·/-#/Rt? YE,# E/V 7.5 5 //7' t/-Z. • ~t:7/J/TR4C7,:::7R ,r,:;::7 J/ER//Y £?£/77#4#..?? .,!c:JC-47'/,:;;7/1/. CJ/' .A'A/J-' EX/57. t1/T/L/7?E.5 /PR/CR~ ,WE EA't::41#77c?/V c? r 5.6'//J/c R ,4,,-v.c .H/Aff R ,.w.4.a,: FOR REDUCED PLANS ORIGINAL SCALE IS iN INCHES _. . . . . .. 14 • • M DIST. COUNTY ROUTE POST MILES • TOT AL PROJECT SHEET TOTAL NO. SHEETS CONSTRUCTION 12 ora 55 0.0/0.3 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE WILLIAMSON AND SCHMID 17782 SKYPARK BOULEVARD IRVINE~ CA 92714 NOTES 14 l23 OfESSiO 0USA. f.-llC.HE.L i 'Zf>IO& • g; p.~/al/'1 * CIVIL F C~\.I 0--:::--,:,::1,,.Y 5 7-,:;? 4 !f, A' C. (TY?£ 'cJ') / ,:7. 7o', 48. CL ,455 _ff @---/'v'A/.5T. 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I&)-$ EE R.E/4'c?YE..O; Rc/"7'.C"'.47,f""fl .:?,.e' .-4.PJP'.5.?Z'.O ,72?' 5.<'-4.?'E ff Y .c ,r ,,..YER.S Ct/Rf/E P4T4 0 L1 R L T I //'O::T't:76" 7§.a:7' /451' 7.?6'' z 42"/?7 1:?C" btb.00' 4,:3.5,5 ?5 4.5' 3 r::J"a::JW'1 /0.ul , /5-7/' 3',:::7. ? 3 I 3/.4?1 7.&4' ~ ----I 2 3 4 ~i-----RE-#c?YE ( ?ER fi,4,,1/) CClt/R.SE 04'JA 8£4R/#G 0/ST- #Z.?443/2'" 4.ZI'. /1/ a:tf Wj,; /3?34' l.v,;-7::,-5~-? /'J /t:75 :3'Z' Ww'.1/577"71 /37..32>/ FORM DC-OE-90-PF /(REV. 1/86) ,.,_ FOR REDUCED PLANS .ORIGINAL SCALE IS IN INCHES 0 1 2 3 I I I /,,J < ~ :-::==::::..:::: -' I ~;r.6./ ·-~.. ')ff,.. "AS BUILT" DIST. COUNTY ROUTE 12 ora. 55 REGISTERED CIVIL ENGINEER POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 0.0/0,3 // __ 15_ 123 OfESSto E,LJ <5 f,,IJCHE "' ;:;;-;:-;;;:;-;;:;;:;;=,;-;-;==------II"' No. '2f>IOG> PLANS APPROVAL DATE 1-------------\1• p.~/311' WILLIAMSON AND SCHMID 17782 SKYFARK BOULEVARD IRVINE , CA 92714 r-e::: 0 a. 3 w z IVIL C~\: ' ... LA·YOUT L-9· I • SCAL~•-111= 20' cu J 2 207 EA 01879/ I I . I I_ I I f e a a "' ~ :;, § e C • I I I ~ B ~ D c, " Si z < ,: "' ,., • D cl > • . ~ ,; z :,: 0 ' 0 " 0 ~ " 0 "' t 0 z. . a, < z !TI \; t;; c ~ ~ ~ .., ~ ' I'll "' ' . ,,_ C s rn m ::0 0 ::0 ~ z GJ z C :;: rn m \ ' ::0 0 ::0 ~ z GJ z C s;: rn m :0 0 ::0 ~ z - ~ I " • "" "' • ~ )( )( )(---- )( )( >-co Cl w (/) G'.i a: w ~ ~ (!) (/) ct: l1J > 0. z (!) -Cl) w 0 z Cl j:: cc t;; Cl a. U) z cc = 1- u. Cl !z w == t;; cc a. w Cl cc -z = Cl u. ::i cc C,) u. Cl w ~ l-e,) Cl w (/) G'.i a: w ~ >-co Cl w ::.:: 0 w J: 0 z <( J: u a:: w 1-w a. . • _,._.__., ~-+ --">~• ... -~½•• > • ____ , ~=-· ,,.~, ~ 1 . • 1 4 Statlq_n ·-·-· \ .• j • < t-·, . ~ -. ' ~ -<- \-. " . . . ~, + ! ' _..--.-,.7 •• ~- . I .~~, + L-+ DIST. COUNTY ROUTE 12 Ora. 55 POST MILES TOTAL PROJECT 0.0/0.3 SHEET NO. 16 1--tlC.HE. TOTAL SHEETS _123_ Cu. t--i--------------------------------------------------------------------------------------------------------------------------------------------------------------------1 Yds1rcE=xc~.+--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------...:....--------~ Emb. 0 1 2 3 FORM DC-OE-91-PF (REV. 1/86) '""" FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES cu 12 207 EA 0 18791 // ~ ., 0 TI z "~---- L. G) z C ~ rn m :0 0 :0 ~ z G) z C ~ rn m :0 0 :0 ~ z G) z C ~ DJ m :0 j 0 :0 ~ z r.i • X X x---- X X >-CD 0 w Cf) > w C: w ~ 0 1-:r: C) -en a: w > 0 z C) 13 a z = j::: cc I-CC = CL Cl.) z cc cc I- Li. = 1-z LI.I ::::E I-CC cc CL LI.I Cl cc -z cc = LI. ::i cc y LI. C ~ .... en 0 w Cf) > w C: w ~ Cl >-CD Cl w :.:: 0 w J: 0 z <t :c u a: w 1--w a. DIST. COUNTY 4 I Station ROUTE POST MILES TOTAL PROJECT SHEET NO. TOTAL SHEETS I Cu. t--t-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 Exe. Yd•-lc.::;:-r-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~--------~ Emb. 0 1 2 3 FORM DC-OE-81-PF (REV. 1/86) .. ,.... FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES cu 12207 EA 018791 IZ □ > C 2:' ~ _l.1J z C s: I]] m JJ ~~------~ 0 JJ ~ z G) z C $ I]] m JJ 0 JJ ~ < z G) z C $ I]] 9:1 0 JJ ~ z • ..., X X x---- X >-Cl Cl w Cl) > w a: z C> (/) I.LI C. z = ~ I-= It "" z < = 1- u. = 1-z w :s I-= C 1:1. w Cl C -z = = u. ::; C C,) u. = w I-C I-"" Cl w Cl) [i'.i a: w t: Cl >-Cl Cl w :.:: (.) w J: (.) z <t :::c: u 0:: LLJ w Q. DIST. COUNTY ROUTE 12 Ora. 55 2 Station POST TOTAL MILES PROJECT 0.0/0.3 SHEET NO. 18 TOTAL SHEETS 123 14 Cu.l--l------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 Yde1,EE~x~c-l.f---------------------------------------------------------------------------------------------------------------------------~-----------------------------~---------------------------------------------! Emb. 0 1 2 3 FORM DC-OE-91-PF (REV. 1/88) '"'''' FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES cu-12207 EA 0 18 791 = \ l z C $ CD m :::0 0 :::0 ~ z G) z C $ [D g:J 0 JJ ~ z G'J z C $ [I] m JJ j 0 :::0 ~ z ·- t, ...1!/l <tl:u f-w ~I Cf) f-w • wO IZ Cf) f- (/J&l w, .JQ -a: ::ECL f-_J C/J4: ~~ w ~ if >-1-5 8 R•:i6ZS•S ~ NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING /\ ~ -- rNTI.JI /23 \ I \J • 1nVll\'E, CA~1rnnNIM IMBER 075f,R PLAN HOLD conmnAT!DN IRVINt, C,\UrDilNlt~ nconornov MJ~1□rnon,N1 POSIT,O'J E[,i,t 0' PRlld (•I, TIIIS w,; PLAN HOLD CORPORATION • !R\/INE, CALIFORNIA R:OR□:R BY NUM3C:R 075Ml Pl.AN HOLD COFi?C•RATim I ,ED: l□Ef-1 BY NU ~OSITIUll WUt O.·Li'-' <It,! Cl, l1!1S lil<l r~1110:, rnr.:: Of ~•1t,1 f,:i 1111, 11:1r I'() N (j) I'() 0 ' q 0 IO IO 0 ... 0 ,~ \ '-, "-:\-~ ~ ('\. ~ ~ ~ ' ~ ~ I \ ~ a . 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' 1 ~ ~ •,' 0 -0 -(9 st 0 -~.,, Cl .ri C X E .!:! w w ; • d) -~ ,:, "' 0 >- 03SIJ\31:1 31'11'0 AS 03>183H8 AS 03N81S30 /03l'vln87'1f:) N'tfH :> ~3l3d SUDJ:JPlJ.-r AS 03S1/\31:1 31'11'0 )( )( .LHE>ISl:l3A0 ' ' ' ' )( NE>IS30 NDl!VlUOdSNVUl ::10 lN3WlUVd30 VINUO:lllV:J :ID 3lVlS )( )( en l'-- (X) 0 < w I'-' 0 N N :::, 0 .,,_ ' "' - - -- - o- "' w J: (.) z "' z z ;;; < -..J 0. w ..J Cl < w (.) (.) "' ::, Cl ..J w < a: z a: c::, 0 CC u. 0 'v 1 ~ -"' "' ' -,; w a: ~ u. Q, l -"' ' w 0 I 0 C ::! a: 0 u. \ X X x---- X X 1--::c (!) -(/) 0:: ILi ~ z (!) (/) ILi 0 z Cl ~ I-= ~ en z C = I- Li. Cl 1-z LLI :::E I-= f LLI Cl C -z = ~ -..... C c:.:i LI. Cl LLI I-C ti Station Vda Exe. Emb. FORM OC-OE-S1-PF (REV. 1/88) '""" FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' 1 I ' 2 I ' 3 I DIST. cu COUNTY ROUTE 12207 , POST TOTAL MILES PROJECT EA 01.8791 SHEET NO. TOTAL SHEETS - (E 0 ~ ~ z C s:: [II rn JJ 0 JJ ~ z [j) z C s:: [II rn ::0 ;> '----------' 0 JJ ~ z [j) z C s:: [II rn JJ 0 JJ ~ z [j) • X X x---- X X >-III 0 w Cl) > w a: w I-<( 0 1- J: .(!) -(/) n:: II.I E, z (!) -~ 0 z Cl -I-< I-cc Cl D. Cl) z < cc I- LL. Cl I-z w == I-cc < D. w Cl < -z cc Cl LL. -...I < (.) LL. Cl w I-< I-Cl) 0 w (/) > w a: w ~ 0 >-III 0 w ~ (.) w J: (.) z ~ :c u 0: LLJ 1-LLJ a. 1a1 Station Cu. Yds Exe. Emb. FORM DC-OE-91-PF (REV. 1/86) --FOR-REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 DIST. COUNTY cu 12207 ROUTE POST TOTAL MILES PROJECT EA 0 I 8791 SHEET NO. TOTAL SHEETS z C " s " z OJ .~ n m ,, JJ ~ ci ~ z ~ u \; 2 :r 0 0 r 0 :0 , ~ n ~ 0 0 ~ ~ '" ~ u 0 0 0 ~ ~· 0 z C ' ;; a GJ < z :c;; □ z " n a C -8 C ~ " s ~ I=, z OJ !" n m ,, :0 C ~ a n z " ~ .., "' .... ~ ~ I " 0 I " " ~ ' ~ \) ~ i :r 0 0 5 JJ R ~ n ~ □ 0 a □ '" § □ u ~ 9 0 -u □ !l z a < z a GJ C z , e z C C C , C a C .. ~ '" s e ~ ~ s; □ z !TI OJ 0 m ,, JJ C "' 0 '" z " · I I j u \; z :,: 0 0 r 0 JJ a n ~ n l> □ D ?". 6 ;g <. • m D <. C □ '" " ~ !l L ~ z a Q ;; C z s c rn ..,,. • m X X x---- X X 0 UJ >-. (/) Ill > 0 UJ UJ a: (/) UJ > ~ UJ a: 0 UJ f-<{ 0 '>-@CD 6j f-o o <{ UJ UJ ....lz :.::: ::> (!) 0 0-UJ ...I(/) <{ UJ :r: 00 0 I-J: (!) z -<t (/) a: :c w > u 0 0: uJ z I- (!) uJ -Q. (/) w 0 z Cl -I-< I-cc Cl ~ c:,:, z < cc I- u. Cl I-z w == I-cc < ~ w Cl < -z cc Cl LL ::i < c.:i LL Cl w i I-< I-c:,:, t / __ ,_ ----~- NEWPORT CITY HALL BENCH MARKS: . ~E,1/C# .4f.-4R,K' # Jf/ /67 (K'B'ET /'73C) flEk' = <)7. ,55 rO 5TO. £/.5C&S BM P/5C 5/41.4-fPEP "J1//C7 R'E.5ET /9.::?.G,, :3'E7 //ER.7?C4L /# T#E ,1/t1RT# ntCE t:?r ,,yt75_r .5'E'L Y. F/ER ,:1,-V T#E St1t-'T# 5/PE. t1r"" ,.WC/rl'C Ct:145T #11/Y. /YA/PER RTE. 55 #Efl/Rt7R7 ffL //£?. 8,<,'/4?6'£, ?.7 rT ff. t:?r A/E. Ct:JRA/ER t:?r /o/ER, 3.5' 51.Y t1r 5 Cv'R/3 4'/J/.£7 1?' #/C#'ER T#4A/ C.?'R.8. (&'GS 33//74', ~Al-/v'3, .PG"-9 J [Z] I [&] ,,?ER .5?"R//EY c'v'A/TROL ,#.4P AfA'P #t2 t:7R4 0.5.5-/140.t:?04 c'A'L/ rCR,/1/,W L?Er7.4R.T",#EA/7 t?r T ~,1/.5,q:;7.R74.77t?,,Y FORM DC-OE-90-PF (REV. 1186) . --------------,_ , ( ) I :? 3 4 .5 c;; 7 d '1 /rJ // 12 . ltJ > <::( l''t/RVE DATA ./1 R L '1' //;41!'4~ z7,5,1. ,53 44~ "7~ • t7'?t1 '5C H &7,54.~3' Ir-:.-?~' ?" t/8, 3?" 5~/?G.@' 3'//.87/ ,G'/;?'//" z ~tJt?. tJtJ' ? t!1 /. 4t5 J /-1.3'5'/7' /, §'tltJ. tJtl' 17?.47' 5/o/tJ~4" ? .3' a: tJtl' /?'15?' ;~~/5'/5" ?tJtJ.CJrj' 66.74' 43o/7'3'.5' ?tt?. tJtJ' /"'71 t:/7' ltl"ct11/7" /5d tltJ' ?4 tftJ' •✓t?'.:J'Z:?d" / ,:;.:z m, /?t?-97' 3' cf "(J/1/{J" ?.3'17' (:JC}' /![793' 8!'"31'?5' 4,1.tltJ' ///. ,:1;?' ' - 7 T ??3. 97' ,3.../8' /559'8' /4t?.88' .Jrr§.33' t:C.41' pg_ 56' /c:?3 '18' • /?. 4 ,ft' I 68-cJ/1• ,!1/99' /tJ'?. /ff' ---FOR-REDUCED PLANS ORIGINAL SCALE IS IN INCHES - - 0 - ---3-------- 17. ./ ; , $ )j Cr 't{;-JX.C~~ ~~"f'.'J,V Ii· ~0t\ \ ~t- ~\ \ \ JO I \ \ \ \ I I I "AS_. SUILT" 1- (/) <( 0 u u -LL. -u <::( .Q DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Oro. 55 ' . -0.0/0.3 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE WILLIAMSON AND SCHMID 17782 SKYPARK BOULEVARD IRVINE , CA 92 714 22 123 ROfESSiO !=SUE> HIC-HEL ...., 2BIO& \;; P-~/'QI/ CIVIL OF C~\.I C.ONSTRUCTION STAKING SURVEY SCALE • 111 = 1001 CSS-1 CUl2207 -EA 018791 , I I I ! I I ·ii . I GJ z C ~ [D m JJ 0 JJ ~ z uJ \ z C s OJ m JJ 0 JJ ~ z GJ z C ~ [D m JJ j 0 JJ -~ ~ z X X D w >-(I) [Il > D w w a: (I) w > ~ w a: D w ~ D ">-@ro 1Ii 1-o D <tw w ...Jz :,,:: ::JC, (.) (.) -w ...J (/) <( w ::c 0 D 0 1- :i: (!) ><-----en z X X a: IJ.I ~ z (!) en IJ.I D z = -.... < ..... a: ~ en z < a:: .... LL = .... z LU == Ii: < CL. LU Cl < -z = = LL -...I < C,) LL = LU .... cc .... en <( J: (.) a: lLJ I-· LL" a. 5EE 5//T. L',-/ /'""".?"R 5?: //4'P-:5: A'L'c:JA/.C /YEJ1/-Et:?RJ _ .6'L // .O. ___ _ NEWPORT r--- I- ll.J ll.J a: ti; C z (\J tt) ------7 r--- 1 . I . I \ COUNCIL CHAMBERS\ I I I Ll I -. I L __ l I L _______ _J CITY HALL > $ 2 BLVD. ·' >-ll.J ...I z -lL ' ' ' POST MILES SHEET TOTAL DIST. COUNTY ROUTE TOT AL PROJECT 12 Ora. 55 0.0/0.3 REGISTERED CIVIL ENGINEER NO. 23 11-0fESS/O €,LJ<& SHEETS 123 0 f--llC.HEL '% ;:;;-;;-;:;;:;-:;-;:;;:;;=-;-;--;:=,-------II~ '21!>1 OG> ~ PLANS APPROVAL DATE No.~~- ..... ~~.;..;.;.;.;.;...~;.;.;;..-----\\-I< P-~/~I/ WILLIAMSON AND SCHMID CIVIL 17782 SkY0PARK BLVD. IRVINE , CA 92714 OF C~\: CONSTRUCTION NOTES DISPOSITION NOTES IZJ--RE,#?'~ E%5T. /."CC,t"tYR.b',.15,t,'TffR / ?'RC'.55 6177.TER Im-RE-#t:7//c EY/5T. CPR.6 14}--_..5411/?' P7 / R &#c:? // E EY/ 5 /. 4. C /"'Y .#3/ ,:27,.A/C ,.P,P,W 7. ~-54;,y,::-;:_,,,r/, RE#c:?.12'= "//Q&',,:Y7TE'R ~ RE,#cJ' //EE //.5.T. FC. C ..5"@Eff'.d£;(; / PB J/c//W Y GR-ADING_PL~~ G-1 __ SCALE• I"= 20' ' "-AS BUILT" -------------~-=~=======---------------------========-p--------------==-----===========---------=r-------°F:FOOIR~RREE1Douiuc~Eri5'o~-pi"iL-Ai:NNiss===~--------------~--=--------------==-=---------------r--------------------===-----=----.....:..~.....:::....:_...:_.::_:._~~-=--=~---r---------------,.....----___: ___ _J 0 1 2 3 -~--- FORM DC-OE-90-PF (REV. 1/88) 85391144 ORIGINAL SCALE IS IN INCHES cu 12207 EA 018791 ,i 'I I ~ ~ z -w f ~ • -□ ~' c] :5 '~ ii ~ _rr, c; ,, C -,, 0 ~ LJJ z C :5'. OJ m :0 z >~-~ ii I ~ .., .. .... -~, ........ ) I ... ~ \II " C a ~ 0 JJ ~ z G) z C :;: OJ m JJ 0 :0 ~ z G) z C :;: OJ m II ~ I ~ e; • ~ ~'---___J f DIST. COUNTY ROUTE POST MILES SHEET TOTAL , 'I TOTAL PROJECT NO. SHEETS X X ' >-co 0 w Cl) > w a: w I-<( 0 ' i-J J: (!) I 0 w Cl) > w a: w I-<( 0 .,.,,--- / I . - 12 Ora. 55 0.0/0.3 24' 123 . 0~s \...\..\.cl,, o\ REGISTERED CIVIL ENGINEER ~\\\lfESSto,v4 :s:, ( tff JE.'oU'oA.'½, f1 f..-llGHEL ~ .., '" "' -Z B lo<:o· "' PLANS APPROVAL DATE No • ....::.=:...:.=_=-- t--;.;._-,;;.;.;..;;;;.;.;.;.;.;;; ____ ---4_\i< Exp.~/~l/"'14 * .... WILLIAMSON AND SCHMID "'<1. CIVIL :,..'<- 17 782 SKYPARK BLVD. '/'E or c~\.l'()'l-~ IRVINE , CA 92714 DEMOLITION NOTES ffi-.1£7£ ..#c:JL / 5 # /? E .,,W,::J YE E %/ :5 7. /4 C. ,P,4~_,y,=-,,v T ~ ,,PE,#t::JJ/E £;( /5.T 5/d'A/ ~ RE ,#',::J YE ( ?E,,f' fi4AI) 1.-?I L7E.#'d//2 #/ R£-#.:::7YE c.J/5r ~L"L ,""/27.:::7.77#&:~ [:z\-L7c./4?.:::?'L / 5# /RE$£?~ E...r/.5 T. . d" .4 5 7 A'/V K ~ ,?}£./41',:;:7,,:'/5# ,/ RE,-Yc?J-2: E%/5,-: o.45 5/2"7/,::;?A,/ I ___ ,t',4,1/v'? Y ..? 7 Rt::/C Tv'RE,. 6?A' .5 /'t:://4!'/'.5 /' / 5/.4# a. [m----RE,#??// E EA"/6T YE/VT.5 . C@---£JE4/,,:;'//5/Y / RE4:/v'J/E c,.,Y/5?; 8,Y/L.v'//VG. . ' ' x-----(/) z <t J: u L _J X X IIl w > 0 z (!) (/) w .0 z Cl -t-ct t: Cl a. Cl.I z ct a: t- u. Cl t-z I.I.I == t-a: ct a. I.I.I Q ct -. z a: Cl LI. -...I ct C,) LI. Cl . a:: UJ 1- LLJ Cl. . I 0 0 _J <( > I . / / . I CENTRAL AVE. . [22] " . ------- . . ,/ , 11 ~j --, t ,, · DEMOLITION PLAN DP-I SCALE! I"= 10 ~ ~. .f cu .12 207 EA 018791 "AS BUILT" _ :=~==--~-~~~=~~=-----"'""":---::====-=--=--=--=-=-=-=-=-=--i--=-========----=--=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=r==-'.F°FoioRFi"FiiREE[DiiiucicEECDi"iP;'j'.L~AiiiiNs~---==-=--:;o;-=-----;-1 --. -=-==---·~2:--==-::=-r=----=--=--=--=--=--=--~· ~--==-_.::.~_;~-=~~~~-~~~::.-:-----:=--=--------~--~-------~-=--------~-r--:_-:_-:_-:_-:_-:_-~·-·:_· __ J FORM DC-OE 90-PF (REV. 1/86) 8539444 -3 --------------------------\ ' ORIGINAL SCALE IS IN INCHES I . I , I . , §: ~ £_ .. z C $'. [D m Il f: !±l • 0 V a( :IJ ~ 2 • .m C, > C 2l -n z I I I "~-~ I I , I I I I I e s ~ f e ' § " I I I I ------!. i I I I I ~ <;; z X 0 r 0 " 0 ,. 0 ~ " co □ il .. , ~ ~ " "; " 6 ~ z " ,. . C □ " '5 rn ~ 5 z _m n ~ <; n ~ z :5 C U" ;,, :ii C ~ j C, > ,-'fl 0 ~ ~ ~ ' llil w 0 II ~ z (j) z C $'. [D m Il '\ )t I " .. ) " 0 Il ~ z (j) z C $'. [D m Il " I .... ;'-----' I I \ _) 0 II ~ z • (j) • X X 0 LJ.J >-(/) ~ [u w a: (/) w [u ~ a: 0 LJ.J ~ 0 '>-[a a:i in 1-o o <( LJ.J w --' z :,,: :::) CJ (.) (.) - w --' (/) <( w :r: (.) 0 (.) I-x (!) , x----• z 1/l <( X ~ J: > u a z 52 Cl) LLJ C z 0 j:: ~ 0 a.. en z cc a: .... u. 0 .... z LU ::E .... a: cc a.. LU Cl . cc -z a: 0 u. :::; cc c., a:: I.LI I-• I.LI a. LOCATION ~/IT L-1 L-1 L-/ L-/ L-1 L-1 L-/ L-1 /-/ -L-2 L-2 'L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 :L-2 L-2 L-2 L-2 L-2 SUMMARY OF CONTRACT QUANTITIES STATION ' TON TOAi L.E L.r. • i 6.F. L.r. 5.r. 5.F. S.F. EA. ·L.F SF. 5.lf·5.Y. EA .. EA 6'.F. Zl3C 34tl 1 o/'tJO j /t:7.3'1:?'3.aJ 7V IC3 f 75 11 11 /2 4,573 4tJ fJ}/1/Y&SU./tJ:Jf.87.83,/tJl.flf,,{.?iltJFl-144/ Ill /JO 8 61 44 28 343 384 I 2 ~ 7tJ - • I DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Ora 55 o.o /0.3 25 123 - ' )Q9,,? s. \., . ½,;,c;;\,tl) ~\\.OfESSio,i,111 ~ ~ g .JE~U5A. ~ REGISTERED CIVIL ENGINEER ~ Jv!IC..HEL ~ EB----,;, ---------"' 2E>IO<'.o "' t--,;..;PL;;.;;AN.;.;;;S.;.;AP;.;.P~RO;..;,;VA~L~~A;.;,;,T,;;;.E ------1,\-1< N:p-. ~-/'?J-1/_"'1_4 * _ WILLIAMSON AND SCHMID 17782 SKYPARK BLVD. IRVINE , CA 92714 I X u. 0 L-3 rfl'l-f?/.7:::; 7Zl '7'/4.!? z' 3 (c'E#,,P.4L 4ff.) /?3 1-,------::.--:-.<..:......-=c-=-<-=-"-'--.:__=:_=--=--'-'------"'-1-----1-----1-~---l---+---+---+---+---+----+----+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---t----,f----,f----l. L'-3 :f//5Z2'8 727 7'/t:C/2'& t/ // ~I E~ en t I • FORM DC-OE-90-PF (REV. 1/86) '""" 253 Z4cv' 346 I FOR-REDUCED-PLANS ORIGINAL SCALE IS IN INCHES ' ' 0 . - • ' --3 :-!,?84 ·-. "A·S BUILT" SUMMARY OF QUANTITIES Q-1 - 1 I ' 2-----3------- ' I cu 12207. EA 018791 __ J, I I I I I ~ a 5 ~ B B -==; ::::J [ § ~ " ~ S' 0 < ~ "'tl 2 i5 ,,, ~ z ~ ~ . 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L-4 ILi /v''Y&actJ 7ZJ /t:79'-f@ /I p 0 L-4 479'-rc?am TO //Z-fp",:14/ I/ // L-4 1#7 EA"/5 T. &,.f".E T.,<?'4/L -4-✓,, L-4 @ EX/5T. ff/KE TK'4/L ,, II L-4 @/t:79-145.48 /f/EJ1//z:l'✓-F'7 ff'.6,;?t:'# C#4Y,,Yn. L-4 @/t?f'-f 45 48 II II // z Cl I -I-cs: I-cc 5/-/T. L-5 4/JJA'ff/J/T $ 5v't7 77? ~/ R-4'✓#/7 'cF" X Cl ~ L-5 /4"1?§/tJ&H/?J/'7;:7 151-/541 (§) RC./-/. Cf.I z L-5 /4"1§.?. 98 RA'#/7':3''7Zl//4l?lrff@ ,,PC.« < = I-L-5 /411-? 3:/tl R,4#?':/11 7iJ P. C. #. / /Vr. u. • L-_5 /4-1-ca 57 ✓f'4#? 2f'7Z7 #4 I:?/.~ 7' { /1/ g J Cl I-L-5 /31/7-?'tJ ,f",4,#,-c' 4" $7 /5-f'?.3@.✓PC./✓. z w L-3 /3'1/7.@ ,&#r'::1 JZJ /517'5@ ,PC# == I-L-5 /4 /-,?°t:J. 57 g,,ff ,-c' ':3" $ //4-f? /~ 7' &' EC// = < ,!-3 / ..-1/7 ER~ /7W 7 /74/# /-7 23'" ~ w Cl .L-3 /4-1-?5./c:J EA'#F::4''727151'?3 (fl) ✓-PC#. • L-5 /.tl-ra?.v'v' 72? /..:Yl/7..(lv' e' 3£E ?X74/L. . < L-.5 @ //f/7'.ER'~ 3'/KE TR.4/L -Z· = L-5 @/#7ER'//W 3'/A:~ 7'.,<?'.4/L Cl , u. L-5 @ £/#/-7.:4,, ~-/?' C #. / /V,7: -....I < -C,) J X u. Cl ~-w I-< TOTALS I-. Cf.I . t . . . FORM DC-OE 90 PF (REV. 1/86) esJ9-14• - --- - . . , . .k -~~- ~- ~- ~-~ -~ ~ ~- TON 7 8 12'3 3~ 35· 1 8 /3. 74 /4 ,ft:5 ltf'G /2/ 41_ 28 • 75./. " I \ . \ --~ \{) -\{)_ ~ \j ~ ·~ TtJN 'l /(} .5{J /3 l/8, 29 /v'O 329 ' SUMMARY OF - ~ \\)~ ~tl) >--I~ -~ ~ ! ~~ ~, ~ ~~ "t.~ \,) ~ -~ s.,; -~ ~ ~ ~~-~~ ~ -~ ~ ~~ ~ A[ ~ ~ "~ ~..__ ~ -h..~ TtJN L.F. 5.F L.F. 5.1: . i63 - . /'78 -- 1~47 - ZaJ, 63 ✓ 1tJ5-✓ - 37 7cJ 3't:14 ✓ t:'1$ 37t:J. -. 37 445 !j/~7 75"8 /'18 ' • CONTRACT QUANTITIES . . ~ ~-~ ~ ~·~ _· ~ ~ ~~ ~ \j ~ ~ ~~ ~ § ~~ ' -~ ·'t \-... ~\!) ~~ I ~--~ ~~ '0 ~ ~~ ~-~-~ ~~ ~~-~~ ~~ \5~ f~ .___~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~-~ ~~ ~~ "'-t ~ ~~ ~~ ~~ ~ :s~ ~~ ~ ~~ t~ ~~ ~ ~~ "\5 ¾-~ ~~ ~~ ~~ "t l .5.F. EA. LF. .5.F. L.r.__ EA. 5.r. S.r.' L.5. EA. --. ' .---. - l'l,;5(){) j f /45 I , - 7'12 ;zg _, i,Za:J lr18 --- 1~8 -.. t'!P~ - ·1 L_?. -f j - /,i{tltJ - 1,4/tJ , ' . - 95 -✓ 2,55tl Z:3'5cJ --. 23'0 1 . 2t4V 2 145 4,152 525 -z 2;550 Z550 . t.5. 21 . . . - FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I I ' I ' ' DIST. COUNTY ROUTE •POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Ora 55 0.0/0.3 26 123 . . . i)ef>r,?S}. _\.\i,~ . ~ROfESSION,4/ REGISTERED CIVIL ENGINEER ~ "" ,§ ~E5USA. ~ !:: j..,IICHEL ~ EB % . . • "' 2e,106> "' PLANS APPROVAL DATE No. • Exp. ?,/:e.l/"14 * -WILLIAMSON AND SCHMID ' <1',r, CIVIL :-..,,_ 17782 SKYPARK BLVD. '4;-, 11,.~ . ' OF C~\fll ' IRVINE, 92714 CA ' - n i -' - . -- .. --. ' . . . . . . ' . . . . . , . . . .,_ "AS BUILT" SUMMARY OF QUANTITIES .a-2 . ... . .-. . . cu 12207 EA 018 791 -, a , I I I I I I I I I I g § ,: ' :." = - " I I Ii I t--- I I I, I I I " :9. ~ ~ " ~ ~ s " ~ z , s C < □ g ,., " □ ,. ' " ~-> " I I I • I 11 I I I I I ! " " z :i: C, r □ n □ " " □ " 11 0 z . Si < z '" n > cc 2l TI z > --z C $ [O 93 0 ::0 ~ z GJ z C $ [O m :0 0 JJ ~ z GJ z C ::,. OJ m JJ 0 JJ ~ I ... z -----------· ---------------,----'---------------·--·----.-------------------.---------------------,-----------------1 X X Cl w Cl)>-Cf) > Cl W w a: Cf) w GJ ~ CI: Cl w ~ Cl '>-CT] Cl) ~ f-Cl Cl <Cw w _Jz:.::: ::, (!J () 0-w _J Cf) <CW I OCJ 0 ..c: J: (!) x-----z <{ I u X X Cf) a: w > 0 z (l) -Cl) w 0 z C) -.... < I-= C) Cl. en z < cc I- LL C) 1-z w :& I- CC < Cl. w Cl 0:: w 1-w a.. SUMMARY OF CONTRACT QUANTITIES • ' LOCATION STATION I L.E S..E L..r.' 5.r. L.F. EA. L.r. Z51 414 ;zq 53 .3'4G 3'41 I 33 7/ /d9' 3'tll L-7 /-7 /12 f7 1//17/.76 7ZJ //?-I 19. tJ8 // ' -// 573 L-7 f L-7 ,L-7 /23 72 L-7 /Jtl /()!3 9'/5 55 5/IT G-/ 2 f'5cJ t-----L~-,5~-t-A-=-:2?':-/-~'7c~'5.~. a~V_?Zl_/ 3':-:-=/--=4::-:'5.:-. __ 3._2_~ __ 5_T--t----+---+---+---+---+--+--+-~· +--+---+-='F&J==-t---+---+---f-----'-•f------,f----f------,f------,----,--c-----f---f=-· --+---t---t--+--+--+----1 . t----~L--t5"'::c---t-&-=--,..g_u_~_~_1/;-_Wt._~_/4:-~-=-~-='A'-.,-,------+---1-1'-'-/--+L-'Ci_4'--+_-+--+--+--+--+---t--'-----t----t--· -+---+---f----f-----jf---'--f------,f------,---1-· --t---+---+--''--f---f---+--+---+---1 · L-8 & 5U l?l-4.~.tJtJ /5"U /?f-C::C.tJtJ 3 j • l/-3 • tl-3 40 56 TOTALS . j/24 -t4'13 240 /3G2. "AS BUILT" FOR REDUCED PLANS 0 DIST. COUNTY ROUT!: 12 Ora 55 REGISTERED CIVIL ENGINEER WILLIAMSON AND SCHMID 17782 SKYPARK BLVD .• IRVINE, CA 92714 POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS .0.0/0.3 27 123 SUMMARY OF QUANTITIES FORM OC-OE-90-PF (REV. 1/86) 8639444 ORIGINAL SCALE IS IN INCHES I I 1 I ' 2 I I 3 I cu 12203 EA 018791 • I I I ' I I I I I i I ,--, II • I i I I I n ,, <= ., u, z C :s: IJJ rn JJ 0 JJ ~ z G) z C s: OJ rn JJ 0 JJ ~ z G) z C :s: OJ rn JJ I '3 ~'----~ I I , I ii I • Ei 6 0 JJ ~ z r.l ' ' SUMMARY OF CONTRACT QUANTITIES . . . . . ~ 4,l ~S-j ~ ~~ ~~ ~ ~ X ~ ~~ ~ ~ >--"-i ~ \9. ~~~ ~ I~ ~~ ~~ ~~ ~ ':~ ~ ~ ~ ~~ I . ~~ ~ ~ N '5 "t~ '5 ·~ ~ ~~ ....... ~ ~ ~ ~-~ \)~ ~ ss ~ ~ r~ ,\fi ~ ~ ~ l\_ ~ "1, ~~ ~~ ".~ ~~ ~~ ~-~ ~~ \j ~ ~ \~ ~~ ~~ ~ ~~ ~ ~~ ~~ -~~ ~~ \:) lti ?-:~ ~-, ~~ ::: :--.; ~~ ::: • ~ ~ ~~ ~~ ~~ I:\: ~ ~ >:: ~ 't 't \--... \.) \--.. "3 ""t-~ ~\3 ~~ \--.. \i ':!-~ LOCATION STATION 727#. WN. TPN L.E L . .E L.r 5.F L.r 5.E 5.E 5.E EA. L.F 5.F L.F 5.E 5h'T. L-/ f5fff.:!t1.? $ f,U. 9'7'/@a:J-#/ff$R7' &W. 798 553 385 ,Z73tJ zzo /3,ZZtJ 3'4tJ 7tJO 0 5/./T. L:-Z '.9'9':lfftJ?'v' 72? 5 7.4. $3..J ,Y.' 0,::1 // ,, !tJ/4 62 2'50 250 4,375 770 53/ ZtJ4tl I /t:J ?53 t;tl~O llJ ->-(/) CD > 0 llJ 5h'T. L-3 $3'./ 73." v't7 727 5 .7A'-/,::;??/-a? t27 " ,, /t734 ;q 4IJ2 .5tJ07 1/&4 1'18 /9,&Jt} 2 /45 2;742 llJ er: (/) llJ •• > I-llJ <( ,, X er: 0 5//T L-4 /tJf?,.tt:JC t:70 727 5U // 2-r .:5i!::7. 4/ I/ 88 6"3 t:3 z'?'?l 705 /~tV 1,4/{l llJ I-<( 0 5/IT L-5 P,4/H,P.5 ~,, 4#£7 ~"' 525 ;?47 37 36'2 3,3'2tJ 5#T L-c R4A-! ?' #,4// 312 524 /2'1 ,;:;-g7 Zffc9c1 "->->-@en ro 5,L/T. L-7 R4M? /8" 325 5,:::72 /// ,:;;73 8/tl I /95 ;?,343 1-o <r:w 0 llJ ...J z :,,:: :::i Ci u .:Fh'T. L-cl ,Pf 851-?'c::J 72? 5z;/. /3 ,t 75 ,a:?-/,?/,,P/:7,1/J .@7 2/33 330 /cl£ 329.3 4/0cJ 2 ?39 2/2 U-...J (/) llJ <( llJ I uo u 5/./T. L-9 ,81,,f'E T..&.1/L@ /J/fft'/l:?RT L:fL//£? f' RC# /05 /3/f{J 5#7. G-1 ~R4£J/4/C /2:',4',1/ ~ 3,2-r£? 5.T /h"/f/,;EY A£ 72tJ a: z 51/T. t/-3 @A/Elf/ /v' ,e Ti 32,,,,-p/ /f/ cit' /VRTr., P A/.cf Y 19 137 w x----w <{ z I -C) u z w a:: I-w u I-w -, w 0 a.. a: 0. z 0 -I-< I-ICC I X 0 1:1. en z C cc I- LL 0 I-z w == I-cc < 1:1. w Q • . . . . C -z cc ' ' ' . Cl LL -...I < C,) J X LL > Cl ' I w i§ I-C I-. GRAND TOTALS . ~583 ~437 2'77 2;844 2'5'tJ /0?,' 14,423 z, g5r lt7tJ 721 t/al~tJ C, 3'14 -4t:5 115 ~f/5 en dP FOR REDUCED PLANS 0 1 FORM DC OE 90 PF (REV. 1 /86) ~ 86 :19444 . . ORIGINAL SCALE IS IN INCHES • I ' I . . ~ ~~ ~ i ~ ~~ ~ ~ ~ " ~ §~ ~~ ~ ~~ ~ ~ '-l ~~ ~~ ~~ ~~ ;I;: K. ~ ~~ ~~ ~~ ~~ ~~ \j ~~ ~~ ~~ ~~ ~~ ~ \) " ~~ ~~ "t~ ~~ ~~ ~ ~~ ~~ ~ ~~ ~~ ~~ ~~ ~ ~ ~~ ~~ '} ~ ~ L.F. 5.Y E4 5.F 5.F L.S. L.F EA. 5.r. r j 1m 3'4!5 2 384 I L.5. /r,, 2 95 z55,;; Z55'tl 230 I 3 1 '7/5 55 . ' > > 1,240 3'45 µ f:57tJ Z,?°fftJ . L.5. 71 r; /,284 "'AS BUILT'' 2 3 ' I . I . DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Ora 55 0.0/0.3 28 123 . . . ,.)~\.,. \l1A,0\ . ~'\'-llFESS/ON,i, REGISTERED CIVIL ENGINEER ~ «: § .JESUSA. ~ /3 I--IICHEL i "' ,..., "" ze,1oc:o "' PLANS APPROVAL DATE No. -I< Exp.~/~l/"'14, * -WILLIAMSON AND SCHMID <f'J: CIVIL ,,,,,_ 17782 SKYPARK BLVD. ._,,/E i.,~ or c~\.\~ll IRVINE, CA 92714 . . ' . > - . . SUMMARY OF QUANTITIES 0-4 . cu 12207 EA 018791 I ~ i . " G " - ~ " z z C ;:;: (D m JJ I -.[___ __ " z -~ -=-' -~ :; 7 ' ~ ~ . : ~ t ~ I I ,i. I I , I \ i I u JJ ~ z CJ z C ~ (D m JJ 0 JJ ~ z Gl z C $ (D m JJ 0 JJ ~ z " ~ I " ' " " I L, X X 0 >-w (f,) III > Cl w w a: (f,) w > ~ w a: 0 w ~ 0 '>-[Il III fu t-o o <(w w ..Jz :::.:: ::i (!} 0 0-w ..J (f,) <( w J: 00 0 1-J: x----(!) Cl) z <I I u X X 0:: IJJ > Q z (!) Cl) IJJ o .. z Cl -I-< I-cc Cl Cl. c:n z < cc I- u. 0 I-z w ::ii: I-cc < Cl. w Cl < -z cc Cl u. -...I < C,) u. Cl a: w 1-w a.. s~ Cf.I t ---- " . 'T -,: FORM DC-OE-90-PF (REV. 1186) " ""' . C0t//7.5E DATA 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. STORM DRAIN CONSTRUCTION NOTES CONSTRUCT TYPE MH-2 PER CAL TRANS STD. CONSTRUCT 18" R.C.P. (D LOAD PER PROFILE) CONSTRUCT 24" R.C.P. (D LOAD PER PROFILE) , CONSTRUCT CONCRETE COLLAR PER DETAIL SHEET D-4 CONSTRUCT .15" RCP (D LOAD PER PROFILE) . ! CONSTRUCT JUNCTION STRUCTURE TYPE JS-3 PER CAL TRANS STD. CONSTRUCT 811 P. V.C. (SCI-I. 40) CONSTRUCT JUNCTION STRUCTURE TYPE JS-2 PER.CAL TRANS STD. CONSTRUCT INLET TYPE O.S. PER CAL TRANS STD. D72 CONSTRUCT TYPE M.H.-1 PER CAL TRANS STD. 8£.0G. ....____ /V\C!Y j?&RT-----8-L l{ D. --=-~ v7 ---~ ~:-ij_ f_ ~7 t°""; -£t~===--1.-1-_ __:_,7f__-__:_~-, 10.CIFOWII L/IVe ~~;;;s;:..-"-1~-+--· _-+-j+--'' =;-_ -_) AltJTE: .. .. 7;,1//5 /7£AA/ ACCt/R4TE rc?R ORA'//1/A'G"e; .41/LY 5EE .5#7 ,0-4,,c:-,:::;;R /7Rv'.r/££ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 . ' • . II. ~ ~ -' 3 . • \\ • I \ \ _--1 -----.. ": '-I • ---'I\ I \ \ \ \ \ "AS BUILT'! DIST. 'COUNTY ROUTE POST MILES SHEET TOTAi. TOT AL PROJECT NO. SHEETS 12 Ora. 55 0.0/0.3 29 123 REGISTERED CIVIL ENGINEER QfESS/0 €,LJ ;:;; HICHE f. "-' ,.., ::-:-:-:-:-::--:===:-:-:-:--=-:-::=------I"' 2E:>IOC.. -"' PLANS APPROVAL DATE No. -=..c'---'-"-"-- t-----.,....---------\\-1< p. ~/'olf WILLIAMSON AND • SCHMID 17782 • SKYPARK BOULEVARD IRVINE , CA 92714 ti CIVIL OF C~\: NEWPORT BLVD DRAINP.G.E PLAN 0-1 SCALE : I 11 = -20' cu 12207 EA 01879·1 ! I I I • ' r , I I I • z C s [TI m JJ 0 JJ ~ z G) z C :;;: [D m JJ 0 JJ ~ z G) z C :;;: [TI m JJ I ;ar-----i ,,, z 0 :0 ~ z (j) 7 X X X---- X X . >-[lJ 0 w Cl) > w a: w I-<t: 0 I- J: c:, (/) a:: w > 0 z c:, -(/) w o- z = j:: cc I-= = a. Cl) z cc = t- u. = 1-z LLI == I-= cc a. LLI = cc -z = = LI. -...I cc c.:, LI. = LLI I-cc I-Cl) , 0 w Cl) > w a: w I-<t: 0 z <( ::c u a:: w I-w a.. FORM DC-OE-90-PF (REV. 1/86) ' J I I ' Ctll'i'VE OATA 6 A L aW'.,1--, """,-~~~~-~-!: 11.W ,c ~ \ ' ~~ I ~ Si . ~ 'cy ~it~ ' -~,, ' ~ . ~ -~ I\; '\' II -~-~ T C0Ur16E Di!ITA NEWPORT BLVD. -0-- . SEE 5/2-'T-D-4 rc:?K!' ?Rc:7r/LE FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 ........... ------------ 1 2 3 -' ' DIST. COUNTY ROUTE 12 Ora. 55 REGISTERED CIVIL ENGINEER POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 0.0/0.3 30 123 OfESS/ 5U c;; HIC.HEL ,., ____________ , o: No. 'ZBIOC.. i_;,P.;;;L;.;;AN.;.;S:.,:A.::,P.;.P:.:;RO;.;-V;.;.A;:.L .:,D;..;.A T;.:E;..._ ____ 41 ._ ~/~ 1/"'1 WILLIAMSON AND SCHMID CIVIL i7782 SKYPARK BOULEVARD IRVINE., CA 92714 OF C~\: CONSTRUCTION NOTES . . ~ . . ~ct?.&'$r. rxec: .#.'d-_-:f-::'°.c£ CA'L£? .4Ys .57Zl. ~ t:'t?A/.6T-24P ,e C.?. ( £7 /t:7.4£7 .PfR /""'Rc:7h'.2£>Jj~ ~C,Q;/57.:_t'tl#C ct?L'L',,f~/'ER...0£7,4/L' 5//T ,o-4 ~ c"t?A/ST. /5:' £.C:/." /.Q' /,t7A_£7 /?ER .1??£78££}_ ::____ @--/!{JA/.5T /#LET TY?£ c1.5. /'ER C'4L.TR.d/V.5 6'TL7. 072 &I =--t'tl#5T TY/"'E /Jj'.//-./ r"ER C'.4LTR4.A/.5 ..ff.7.0. ---~ I \ • -\ \ \ \ --------------cJ-------- J • . 10 I -~' ii-• ['f.\f ~ ~ ~ ~~ ~ ' ~~;:,: ~ ' ~:.. "l ~ \i \i ~~ ~ ~ ,~t ~ BLOG. ~ ~~ /0 'f ~ \ I ~ !'fi ti, "I ~ -: ----- DRA.l~AGE ·PLAN -D-2 SCALE'. 111 = 20' cu 12207 EA 018791 I i I / I I " ~ . z a r 0 TI C, 0 ~ 0 0 § " " 0 TI "' 0 " a " rn !1 a < z 0 " C z 0 < 0 'f.' "' . ~ s ~ a rn ~ ~ > 5 a z "" " ~ ~ C ~ jS I ~ .., lv ~ ' 1111 "' z - C $ [D m JJ 0 JJ ~ z [iJ z C $ [D m JJ ) 0 JJ ~ z GJ z C $ m rn JJ \ ) 0 JJ ~ z r.i • ~ I "' • " " • L,, X X x---- X X Cl w --->-C/) a:i \ > Cl w w c:: (/) w > I-w <t c:: Cl w I-<t Cl ">-@ a:i in I-Cl Cl <tw w _J z :,,:: ::, C!l 0 0-w _J Cl) I <tw ()CJ 0 I- J: (!) 2 -(/) <(. a:: w ::c: > u Q_ a: w z I-(!) w -a.. (/) w Q_ z Cl -I-cc I-a: Cl IL, "' z cc cc I- LL. Cl I-z LLI :iE I-cc cc IL, LLI Cl cc -z cc Cl LL. -..I cc c.:i LL. Cl LLI I-cc I-. "' dP FORM DC-OE-90-PF (REV, 1/86) 8639444 C) ;;? GJ-101./LOER L0CAT/01.J-STAT/01.J KET f/JALL :ff:2. 5E='€ 5HT. L.5 C0U~SeOATA 8R/V6" 0/.ST. ¥.MWJ:r/c /,:77. //' DETAIL SCALE /1. ~O' FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 . 1 2 EDGE {)JlAJJ..L • Q//ANTIT/£6~ _ · -. !TE/vi U/../IT 3df'J/. C EDGE L.F. PRAii-./ {6LD'1TEDJ 8' P./1.C OUTLET LP. { Uf.lSLO'!TEO) OUTLETS/VB/TS EA. C7YFE8) OUTLET /VEI.JTS EA. (TYFEC-J O{JTL,eT,///.ENT6 (TYP£n) ,E4. 3 . . QI.JAJ-/TITY c;os //2 1 4 4 &ff}- ( i' ,;r 5/) '-• .-? "'" ' "AS· BUILT" • DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora. ·55 REGISTERED CIVIL ENGINEER _0.0/0.3 31 iOFESS/0 esu 123 ~ f..-llC.HE ..,., ..., '" ------=--:-==.,..,..,.,-=-===----~-1 "" -ze,1 oc.. "' PLANS APPROVAL DATE No.---- 1----------------1.\-1< xp. 'e>/~1/"I * WILLIAMSON AND SCHMID 17782 SKYPARK BOULEVARD _ IRVINE, CA 92714 DISPOSITION NOTES EDGE.DRAIN PLAN AND DRAINAGE PLAN SCALE : I 11 = 20' ' cu 12207 • EA O 18791 CIVIL or c~I.\ ., ' ., \ I I I I I i ~ ~ m D ~ ~ m 0 " " ro e ~ z -C -s ?: □ 0 ,., 0 D a " D ~ 5 I I I I . \ I , ~ ~ ~ ~ n u 3 e ~ 2 ' ~ J ~ s; z ,: 0 ' 0 n 0 ca " 0 ca !'; 0 z . 'jj $ z m n > '= ~ 0 ~ "' > ~ z I 0 5 n 0 ~ ~ 0 ~ !'; 0 z • ~ " lu ' L C s: Ill m :0 0 :0 ~- z G) z C s: lJl m :0 =-: \ I ~ • I ' --.. t,,, j 0 :0 ~ z G) z C s lJl m :0 0 JJ ~ z G) " Ui I ..., N•~-4~ -~ NUMBER DRAWING NUivlBER DRAWING NUMBER DRAWING NL /-. • ~NT32 /23 --·-~ \ J • lnVINE, CAI.IFOnN1r~ 1'1./\N 1-int_O con-7 ~RATION IRVliJE. 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I -0) J, AB □3SI/\3l:I 1 31\fO AB 03>l03HO I N"vH:) ~3l3d I • 5llDJ:J/llJ '9s AB 03N81S3□ I I I /□31\flnOl\fO ---lHEllS~3AO NE>IS3d N0llVlU0dSNVUl :10 lN3WlUVd30 • VINU0:lllV:l :10 3lVlS 0 I C Cl :,; a: 0 u. X X I ' I X X X ., ...J - X X x---- X X >-m Cl LJ.J (/) > LJ.J a: LJ.J I-<( Cl "->-film !;;i: Cl ....I LJ.J :::) z o'-' ....I(/) <( LJ.J OCl I I-::c. (!) -1/) 0:: w 6 z (!) 1/) w Cl z Cl j:: ~ = Cl a.. Cl.) z cc II: .... LL. Cl .... z w i! II: f w Cl • cc -z II: 'Cl LL. -... cc Cl LJ.J (/) > LJ.J a: LJ.J I-<( Cl >-m Cl LJ.J ~ 0 LJ.J I 0 'Z <t J: u a:: w I-w 0... ~ I Cl • Ill ~~ cc '::I t; t . - FORM DC-OE-90-PF (REV. 1/86) . '" .... • o/<4";1{/11/. I ' ~~~~--=--~I :J---1= I' -... - '"- SECTION 'A-A' I I I I 4 -- I I I I I I L--r----. _J I i • I 7 '----/'.4,(?,f'ff,4Y t"?/'L' YERT ' ' ( C/TY C,.C #Eff,,??t?RT cYEA'C# -5J:4'A/.??A'RO) --, ., ---------- -_ MODIFIE01PARKWAY CULVERT DETAIL' - ' ' STEEL LIST B GALVANIZED ANCHORS J-BAR STEEL ANGLE REQUIRED SIZE SPACING s 1------.-~=-=-.:.:..:..----------1 • LENGTt- II U - 311 2 Y2 x 2" x 3/e I • o" I-2 ..JI. 3 . 711 1' -911 1' -6" II II II II II 2'-3" - 2'-011 II II II II II 21 -911 21-611 II II II II II 3'-o" II II 3 II II 31-911 31 -611 II II II II 4' -o" II II II II 511 41 -9" 41 -611 11 II 3\12 X 311 X 1/2 II II 6 !ti' 5' -3" 5 1 -011 - II II II II 511 5' -911 51 -611 II II II II 411 e' -o'' II II II II 6 1-911 .lL " ----3 tie bars at 12 O.C. ··,. A-.·. -• •; :•·n am =-• rNOTES: -. I. FLOOR OF BOX TO BE TROWELED SMOOTH. OUTLET DETAIL 2. WHEN THE TOE OF SLOPE IS WITHIN THE R/W, INLET TYPE I BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. 3. FOR OPEN' DITCH APPROACH (TYPE 11) THE 21 EXTENSION IS NOT REQUIRED WHEN THE BACK OF WALK IS 21 OR MORE FROM THE R/W LINE. / 4. TOP OF INLET STRUCTURE ( TYPE I a II} TO BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICABLE. 5. A HEADED STEEL STUD 5/8"x 6-3/811 WITH HEAD D.= 1" ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. - 6. NORMAL CURB FACE AT POINT M AND Q, 8-+5" AT POINT N AND P. 7. THE 311 LEG OF INTERIOR ANCHORS AND 10 11 SHANK OF ALL ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. a. SPAN "s" AND HEIGHT OF OPENING AND CURB FACE AT CULVERT SHALL BE NOTED ON PLANS. 9. All ,O::XPOSED METAL SHALL BE GALVANIZED ·AFTER FABRICATION, 10. HEIGHT OF CURB OPENING FOR TYPES A 8 B PARKWAY CULVERTS WILL VARY WITH TYPE OF CURB 11. REINFORCING STEEL SHALL BE 111 CLEAR TO INSIDE OF CULVERT UNLESS OTHERWISE SHOWN. ' PARKWAY CULVERT STEEL LIST. DETAILS & NOTES FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES . 1 I ' 2 I . 3 I DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora. 55 REGISTERED CIVIL ENGINEER 0.0/0.3 33 123 ~~OFESSJ0,11_,. ~ '( § .JE5U'2>A.'% !:2 HICHE:L ~ &:I ---'--'-'--=-'-=-=-~ ---,----~-~---· --1 "" ZOIOCP "' PLANS APPROVAL DATE • No.~~- 1-----.;..._---------1.\-1< Exp.~/~J/ei4 * -- WILLIAMSON AND SCHMID .r;,; CIVIL ~" 17782 SKYPARK BLVD. "I'£ OF c~\.,,\)~-" IRVINE , CA 92714 L/2. TYP CONCRETE COUAR DETAIL cu 12207 DRAINAGE DETAILS NO SCALE EA O 18791. ·D-5 ~ 'i ~ ' - ' 11\1 (It I ' • I • l ~ $'. . OJ m JJ \ 0 II ~ z GJ z C $'. OJ m JJ \ ' ! 0 II ~ z GJ z C s OJ m JJ 0 JJ ~ z GJ ~ • l, • " " I ... X 0 >-w (/) [Il > 0 w w a: (/) w > ~ w X a: 0 w ~ 0 ~ Cl) x----(/) z <( :c u X X a: UJ > :z Cl) in z C, j::: ~ cc Cl 1:1.. en z C cc .... LL C, .... z w == .... cc C 1:1.. w Ci • C -z cc Cl LL ::i C c., IL Cl er Ill 1-w a.. ~'.'.'5 ~~ 0 t • V . 1211 MIN. _ _,. • .' .,,. __ MANHOLE FRAME AND COVER 111 A.C. WEARING SURFACE TO MATCH • EXISTING ASPHALT. .. . . •• \lo.',:, .•. ·: ,._~:.,._1._i __ l--+-----+-TACK COAT ON CONC. ,_. · 1 • • ,~ " / PER STANDARD ·, SPECIFICATIONS SECTION 302-5.3 PLAN VIEW CONC.,~HALL BE POURED WITH A MINIMUM DISTANCE OF 12 AROUND THE LIP OF THE M.H. RING. 12" MIN. ANHOLE FRAME TACK COAT • MH. COVER f'A.C. WEARING SURFACE ADJUST TO GRADE WITH BRICK ANDI.OR ~ a • • . ' ; ,, . . . . • • .. .. .. · .. : 611 MIN. CONSTRUCTION NOTE: LOWER MANHOLE TO 611 BELOW SUBGRADE a COVER WITH 4'ic 4°111211 STEEL PLATE PRIOR TO STREET· CONSTRUCTION. CROSS SECTION MANHOLE ADJUSTMENT DETAIL FORM oq-OE-90-PF (REV. 1/86) 11831M44 _ N()T#'S: " • VERTICAL SECTION OF REINFOlfCED CONCRETE ECCE,VTRIC MANHOLE SHAFT ,4.C. SSC R ONC. COLI-AR STb. CONCRETE fllNGs .:3" e;· o,'' 7/1/CtfNESS c:. ., .. VERTICAL SECTION OF PLAIN CONCltt7'£ ECCENTRIC MANHOLE SHAFT l AL.t. JOINTS .SHAi.l. 8£ Fli.~.!'D W/TH /-2 C£A$9C' M:JRTA~ ANP AIEA'tt.Y R:JIN7"e0 aE' WIPeO a.cl' IA/Sloe a,:-SH~FT. 2. MANN()~£. FRAM£ AND COYE/I P£A' .STD. -✓/Z-~ W/-TH ~ErrEA l~N l'N CENT~A -- C()Y£A', 6U/lfr;lft:~ "'' ~ETTl'A SHA££ 4~ r~VSH WITH F/NISH£0 SVltPA&E 4,,r CfJVIA. ~ PNESSVRE ,tM/VHO~,!' ,'AAME ,' COYI_. SNAi.i. .tlE Ai.HA~4AA ;NN#ltY A-/$'1111 ()/f APPINJYID 4(1VII~, w,m ~4"rT4"~ ~NIN C6VT£/t IIF' COY4'1i', SV,VFACI OF· i.£TrGR F~V#N /IIIITH ;/N/SN£.0 SU~FA&I i1F Cl1YI~ 4. ECCFNTAIC M-4Wll~I .sHA,r, AIDUt:F~, AND A'/NH MAY 8G ~AIN aJNCA'tETI. r()lf UNM'INF()~I.D :se&nON:,J, r#E MINIMll/ftf T#KKNES.S SHA~, 8' ~,~111:0W.S ~ TOP ~TEP .SN.N~ I£ P~A&ED P,,,f'#C7ZY &FN.FATN T"H4 MANNO'-£ a'JYElt FRAM£ EXCEPr WN£6 SHOWN OTH£A'W/.S£, SPACINd "' sr~PS /N :i;NA;T ~HAI.£ 4£ IZ /N&NES ON CENTIA. SEE 4T.D.·"°4-~. ' CONCRETE RING REDUCER & SHAFT DETAILS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 I § ~ . . ~ . . TRENCH .5H£Er/Al6 d;(I 6HdA"'/Al6, /,,r USED ' . . . • . . .. . ' ~ • • pl I . . . -I .• . . . 11.'1 /JP. ~ . . ' DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora. 55 0.0/0.3 34 123 REGISTERED CIVIL ENGINEER OfESSiO €>U'E, 1--!IC.HEL 2e,10& PLANS APPROVAL DATE . WILLIAMSON AND SCHMID 17782 SKYPARK BLVD. IRVINE , CA 92714 OPT/OA/~' p. ~/~l/"'14 CIVIL or cM-' . &.K&A J/A 7"/e,A/ .-::"/.A/4"6 -'r---' ~A!"/Al'6 ~/A/£ ------T-RENCH ..s+'Eell"A/6 i1R .sf,'OA'AV~ /,-,#$'£0 l TRENCH ~JIDTH SHALL BE O.D.+ 12" MIN., O.D. + 20" MAX., INCLUDING THE THICKNESS OF TRENCH SHORING OR SHEETING. 2 &ACKflL\. SHALL BE PER STANPAfll) 5PECIF'ICATION5 SfCTIOAI ~0,-1.,, !tCEP1 11-!AT R.ELATIIE COMPACTIOJ.l SHALL Sf qo PERCENT MINIMUM. 3 WHEN THE MAX. TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. 4 BEDDING SHALL BE PER STANDARD SPECIFICATIONS S£CT10/t/ 9tM-l2.l1 £¥«PT THAr: (a) CLASS //J0-£-/()0 .SJ:l/.ll.li'Y. MAY 6£ SU4STITUT£,IJ .FOR .SH4P£11 6~#DING AT r,.,-~ CONrHACn:JllfS OPT/ON ANO .50t.£ EXPENSI:. (b) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION MIN. FOR PVC, RPM, HOPE, ANO ALL OTHER FLEXIBLE PIPE INSTALLATIONS, WHEREUPON THE REMAINDER OF BEDDING (ABOVE SPRINGLINE) MAY BE COMPACTED CONCURRENTLY WITH THE 'BACKFILL. S. TRENCH ltESURFACIPIQ SHALL 6E PER STD-IOS·L. PIPE BEDDING DETAIL - DRAINAGE DETAILS -D-6 _NQ_SCA LE~ . cu 12207 EA 018791 i I I I • ' I I . .. ~ . 0 o! :5 > < :u z _m 0 1' 6 •:er c:. C :;: [lJ ITT JJ z ~~-~ 0 JJ ~ z G) z C $ [lJ ITT JJ 0 JJ ~ z G) z C $ Ill ITT JJ 0 JJ ~ z G) X X x---- X X >-Cll 0 w (f) > w cc w I-<( 0 0 w Cl) GJ cc w ~ D "->-@co~ I-0 D <( w w _Jz :s::: i3 <!l ow _J Cl) <CW I ()0 () a: w w z -0 z w I-0 w ..,. 0 a: c.. z Cl j:: cc I-= ~ C'-1 z cc = t- u. Cl . 1-z w ::l: I-CC cc CL. w Cl cc -z cc Cl u. ::i cc ~ u. Cl w I-cc I-C'-1 z <l: :r: u a:: LL.I I-LL.I Q. i§ t FORM DC-OE-9.2-PF (REV, 1/86) M3"1443 • .. t t ... A L. ~ ... I PLAN (Shaft not shown) / • Station point Station point lateral Elev.' S' 2·-0· Concrete rings ond reducer 36" Preco1t concrete pipe MH ----- "o:, : I •• • •· MH-1 rr=~•-o· Station I Pl.~ ,. -6" - ' I , t ,~ . . , . • ' • ---~ I I ! ..:. ' J T • ... I •--T I ., ; . , I . • "I • I 3"rad. I z I 4• --l ~ ' ~ .. .. ~, I I • I 1)1 Clc,r ~ I I ' 1/l • - ftev ·e· ' • .. 4D I SIPNt ~• MonhcN frame crnd ,., • -0 2Z • G> (I) I ~ I : . . .. 11 cover !!i" 1 2• Pipe ••at Ii ' I ' I • • I .. .. I SECTION B-B ,,--Round edges of inlets Spring line See Note 7 ! "----.1--Elev '5' ., • I ' • • • • • -,,: SECTION A-A MANHOLE MH-1 DETAIL FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 ! DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS MH-1 12 Ora. 55 0.0/0.3 35 123 REGISTERED CIVIL ENGINEER Station point "' t ;;;PL;-;A~N;-;:S~A,;P:;;:P;;;R;;;O~Vc-;-AL;--;:;:D"'AT"E=-------1I"' No. z e,J OG, t-----...... ....;..;~~----.\\"" p. 'o/'?Jlf C b Lf---c:k-1r-tr""-+-~~'<' WILLIAMSON AND SCHMID CIVIL 17782 • SKYPARK BLVD. or c~1.: I. 2. 3 4. !5. 6 1 8. ~ DETAIL PLAN N M.H. Fl•·• ond Cower SlrNt ;rode 5• x 1• RinG seat • N IRVINE, CA 92714 Max. Min. -- cu-----i For paved 1treet1 11• 8 Yr" For unpaved streets 16• 15• CanC1'9te rings Sc,ring line See Note 7 t • 1:r • • SECTION C-C II) • :r • a, ' NOTES Heignt H (in Sec. A-A and Sec. B -B) 1hofl be not less than 4 •-e•, but may be increased pro-w,ded th<lt the -woh,1e of M shall be not less than the m1n1mum specified ond that the reducer shall be uNd. For H (1n Sec. C·CI see Nate 4. Lenqth L shall be 4 1 unless otherwise shown on droinaoe olon. Shaft shall be constructed as ~r Sec. C-C and Oe1011 N when depth M from street 9rode ro fop of box i1 less than 2•-101/2" for paved streets or 31·6• for .unpaved streets. [)eoth P moy be reduced to on absolute limtf of 6° when larger values of P would reduce H (in Sec. C-Cl to 31-6• or le11 . T shall be a• for Yalues of H up to and including a'. T shall be 10• fM values of H over 81 • Urtless otllerw,se sllown, STeos shall be placed 12• on centers. TIie 10-e1t 11111 tl!OII be not more tllon 16• above _ the ledQI at side of 11\0ftl'IOle floor. Bocty of ,nonllole shall be poured in one continuous ooerotion, e1c:ept tltat tlle Contractor shall ho,,e tile option d plac:1n9 at the spnn9 hne a c:an1truc:t1an 1oint t111th o lo1191tudina1 ••yway. Re1nforc1n9 st1111 shall be I ~2• clear tram lac:e of concrete. 9. Floor of manhole sllall be 1t1tel-troweled to 1Prin9 hne. 10. Rin91, reducer, and p,oe tor occ:ess sllaft 111011 be seated in I: 2 cement ,nortor ond n.ar ty po1nte d o; •• ped ,n11de shaft. A. -Manhole --Jrame -a~ • cover_JOer 6\1:1ndal"'d Plan 87 -11 c:teta; I 'U 45' . e.. 6ee detail per Sf-andard .:Plan D 72. anol D 75 DRAINAGE DETAILS , .. HAS BUILTt1 NO SCALE 3 cu 12207 EA O 18791 D-7 I 'I I I I J ~ ~ " ~ - ~ o; 2 :,: 0 r 0 I " 8 D a " 0 n ~ D " w '< < z 15 ~ ,, "'I I-a Ill ""-c :;:: OJ m JJ 0 JJ ~ z G) z C ~ OJ m JJ ~ I ) "" I ' 111\1 l,I 0 JJ ~ z G) z C :;:: OJ m JJ 0 JJ ~ z r.7 e ~ • ~ X X x---- X X 0 >-UJ (/) [J'.l > 0 UJ UJ a: (/) UJ > I-UJ <( a: 0 UJ I-<( 0 "->-@ [J'.l ii:i 1-0 o <( UJ UJ ...lz ::,,:: :::, C, 0 0-UJ ...I Cl) <( UJ J: 00 0 a: z w <[ w z I 0 u z w a:: I-LL.I 0 I-w -, w 0 Q. a: II. z Cl -I-cC I-cc Cl Cl. U) z cC cc I- LL, Cl I-z w == I-cc cC Cl. w C cC -z cc Cl LL, :::::i cC L:I LL, Cl w I-cC I- U) 1· FORM OC-OE-92-PF (REV. 1/86) 863S44J E bars t II. ' N 0 I I II. 0 bars Stot1on Point---, Tie bo,1 A L.--... Obar,--.......... MH-2 - ,...J. ____ _ --- C.ncrete rin91 alMI reducer 36• Precasr concrate pipe M.H I t----01---., t- PLAN (Shaft not shown) , .... • t 0 \ i \ :I z tw,,------""vt • • 1/1 5" 1 2 • Pipe seat-.. ·""---,:,:.:==:c:::::.z:..., "'-. •N • ' and cower • ~E bars 114-__ __;;:===-~-:;:i. ,._ -Tie bars ::c: Spring line - See Note 9-\ 0 bars ... ' • • Inlet _.evot,on opplie1 of tl\i1 oein, . • • • • • ! r '+---' II,, • SECT ION A•A1-A• ,_, ____ L ----..,j • I • • /5 x 2 Pipe seot I I a I I . I I I • I ; N I ci 01 ·-"a; !l,v 'A. ~, • .,_··a· ciil • • • • ' I I I I I I • • SECTION e-e· MANHOLE MH-.2 DETAIL -0 ' See Note 4. TABLE OF VALUES FOR F n, 36" 39· 4,- 4-.• 4A" "-I• 54• !!, 7" 60" i.':\" 66" 69" 12• 78" 84" . 90·· 96" ' F I 61r," : 7" 7.,.,~ 1,, •• •• . e,,,· , .. . ., 1 .... ' . 9 1/2. 1n· 101 ,. • ' 1n,., ..... ' II• I II,,.._• l 12112" ' , ... .,. - 14" FOR REDUCED PLANS ORIGINAL SCALE rs IN INCHES 0 1 MH-2 C 0Dt1onaI outside foce of concrete •4 \_ Station point DETAIL N (Shaft not shown) Street qrode· Manhole fraffle and cover Concrete nngs s•x 1 • Rin9 seat DIST. COUNTY ROUTE 12 Ora 55 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE WILLIAMSON AND SCHMID 177 82 SKYPARK BLVD. IRVINE , CA 92 714 Station point'4"-t--t--~ Mox. Min. nf For paved streets I 1• a. 11.:i,• .., ---:F~o_r_un~--ed7""s-:-lr-e-:-e-:-ts:--:-.:.I a• 1!5" • Wift9 line----..::. 1e Note 9 F ,· . I "°"14 e41•• to "radiu1 • • SECTION C-C C See Note 10) F • • •• II. • I NOTES 1. Values 'for Elev. 'A', Elev. 'a' ,H.L,M or P ond X are shown on the dro1noqe plan . 2. Center at manhole shaft 1holl be located over center tine of storm drain when diameter 01 ,s 48" or less, rn which case ptoce E bar symmetrically around shaft ot 45° with center line. 3. Length L 1nall be 5'-6" unle11 shown ot11erw11e on drainage plan. 4. Thick"••• of 'F' shall vary when necessary to prov• de level pipe seat, but shall not be 1e11 thon tobuIor values for 'F' shown on this plan. ~ Re1nforc1ng steel 5h-all be I ~2 • clear from face of concrete unless shown otherw11e. Sizes and lengths are snown In table below. 6. Unless otnerwwse lho•n, steos IIIOII bt oroctd 12• on centers. The lowest steo 111011 be not more tllon 16• above tlle ltdqt at 11de d manhole floor. 7. Ring,. reducer. and pipe for access snoft shall be seared In I• 2 cement mortar and neatly pointed or wiped 1n11de the shaft. a Floor of manhole shall be steel-troweled to spring lint. 9. Body of manhole shall be poured In one continuous operotIon, except that the contractor shall hove the option • of placing at the spring line o construction ioint with a long1tudInol ileywoy • IQ Section c-c, .when. depth of manhole from street grode to top 91 box 11 Ies1 tllon 2'-_10J2°for paved streets or 3'-6 for unpaved streets, construct monolithic shaft as· per section. When dIamet1r D 1s 48" or less, center of shaft 1holl be locoted oa per note 2 . A. Mcw.l,'lole froml ono cover per Stanoord Plmt e·7. t t °''°'' 'U 45'. I. Steo detail pe, StOftdoro Plall 072 and D75 0.0/0.3 - 3"6 123 OFESS/ 6U6 1--llC.I-IE ze,Ioc:o. p. ~/::?> lfa'I CIVIL C~\; DRAINAGE NO SCALE DETAILS_ 0-8 ~. AS· BUILT" 2 3 cu 12207 EA 018791 -= ~ ~ C --~ . ~ ii :5 ::, <: ~-..J z m ~ z -E r C B r, s c:o " > ~ 0 Q r > >, 0 1: < z B C z ,. " 0 R . > " 0 0 ' ~ C, C > ~· 0 z [TI 0 > C ~ 0 ~ z 5 I I I ~ " ~ • u, z C $'. CD m :0 0 :0 ~ z G) z C $'. DJ m :0 -~ I ~ (,I ~ • " • ~ I ... TI---- § ~ s ~ g ~ ~ ~ ru ~ ~ 2 -C ~ " m >, z 5 5 TI ,; z -B 5 □ 0 ~ ~ C, ~ "' 5 z 0 :0 ~ z G) z C $'. CD m :0 0 :0 ~ z G) X X x---- X X >-co 0 LJ..I (/) > LJ..I a: w ~ 0 '>-fil CD 1-o <Cw .Jz ::> c:l U-.J (/) <( LJ..I uo a: w w z C!J z w I- () w ., 0 a: ll. z 0 j:: < Ii: 0 Cl. c,:i z < cc I- LL. 0 1-z LLI :::5 I- CC < Cl. LLI Cl < -z cc 0 LL. -...I < c.:i LL. 0 LLI I-< I-c,:i 0 LJ..I (/) > LJ..I a: LJ..I I-<( 0 >-co 0 w ::.:: u w I u z <l: I u a::: w I-w a.. FORM DC-OE-92-PF (REV. 1/86) 86J944J JS-2 .... ___ ....._ ___ ,.·F ba•• ..I • SECTIOl',i G·G --t_ Sto1,on Po1ftt F Oz F PLAN ! ?7' I 5,112 11 ' A oar, 7 I 3, l'" l 6"" ' ' T,e bars -I -c oo,s 33· 61/4'" ' 3€ .. 611z" ; Spr1n9 ltne -. Opt1on01 cons I__,. ,c,nl ... 39· 7" I ~.-:-C .-42"' I 7,12" I -. I. 2 3 4 5 6 I 45" • 1,, ••• F bars ...... ' .. 5:•· I 8,12' -. 54•· I 9·· ~7· 9,1.· t>G• 1::f1 '; ' ' r,-." 12 ' 66"' 1Cv• I 69"' 103,••: 7 2" I I.. ' 78'" 113,•" w4" I 12 llZ" I 90" ' 13,, •• i 96" 14 " I NOTES VALUES for A, B. C. D,. 02, E, L. Elev A, Elev B, E1ev R end Elev S ere ,nown on Draina99 Plans EMBEDMENT p shell be 5" for PIOf d,ometers 12' lo 96'" O"ld 6" fo· p,pe d10meters 102·· tc 144" FLOOt:/ ot structure S'IO'' be stee;. 1rowe1~d to spring 1•'1£ REINl"ORCil\JG STEEL shol, be d-~•· clecr from fo::e of concrete unless otnerw,se sliowr -A end B bars rieed riot be 1onoer Ilion the ·ou1s,de d,09ono· w,dtn of tne 101ero1 sou· --··-. ---·---··--... ·--- ST EEL SCHED:J:..E · _.P,o_lT' S_o•_.;i ___ . /.. o, 9 bo•~ C o~ F bors 12'to39" .,5@.;" •4(0\f' ~2•1c_~4_' ____ •€(9: __ 2' .-::=-•~_(.c)-€-.-.- 9::)' IC !44° 1 7$ 3' ___ !._6_(£· €' -f;,--bors -11 3 -~ 18°' C_C"------------ EL E Vl.TiON S ccp11es at center of ma,n lir,e O<' proIon9at1on o' ,n..,e,1 of ,cu• i JUNCTION STRUCTURE s.,o·· tie oou•ed ,,., onf' cori,,nuous ocerol•o~. ••ceot thct !hp Co,.,!·0:1~- sno:• hcve tne opt,on of DtOCJ"9 ct the sortn9 line o construction 101nt w111i c l!Jn9;tuO,"IO ~eywoy e LATER.:._~ -W'"lere 101,,01s pn•er on bott, sides o' structure, tr-,ey sr,01, t>t d1s,9noted or !nt Oromaoe Pion as ricr.• or 1ef'., f0:,n9 ,,.., tne direc1,on cf s:01,on,nc; JUNCTION STRUCTURE JS-2 DETAIL • 11 AS BUILT" FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 ·P 2 DIST. COUNTY ROUTE 12 Ora. 55 JS-3 REGISTERED CIVIL ENGINEER POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 0.0/0.3 37 123 ?,OfESSto GU<E> ~ 1-llCHE.L ~ "-' _ _.:_:::....:....:=.:=-,;, -PL_A_N_S_A_P_P_R_O_V_A_L_D_A_T_E ______ , ~ No.~Z~f>=...;.;:IO~(i,..::......._ ~ i-,;,~.;.;;..;..;;......,;.;..;.;.;,;;..;;..;.;.;;;... ____ 4\-l< p, ~/~1/'9 I F Nrt __ ..... '--H a11f G ttar1 T,t ltorl , ... ,. WILLIAMSON AND SCHMID 177 82 SKYPARK BLVD. IRVINE , CA 92714 ................ •sa .. • ' ••• .,■.-••. SECTION 1-G AA9 .. A f I ,l~Sthattt11•"'" '-t i i ' )JI ~ l J • fli'LAN Z•NNft• @ 4"oc :rd 2·G w1 @ 4"0C -V I . 2 4 5 6 • C. Cane.eta SECTION N•M·fli''·O '11111cte• • fli'·l"·O NOTES YM..U[S for A, 8, L, L1, Elev R 11149 Elev S ore aftc :: on DrolM9a ""•" STATIONS apeciftecl an Drotna91 Pion 4IPPIY ot 111te,Hdl0fl of :■,1• linH of "'°'" hM ond laterol EMBEDMENt fl! IMII be ~ • for p,pe d11C1Mf.,. 12• to ,e• oftCI 1• for ...,. ._.,..,. I 102· to 144• R£1f.4~CING STEEL lflall N 1Y2• cleor tl'Offl face of ca ic,ete un••• uluaM ll11an. w IARS or, al IIH ond --=•"9 apec1f1od for ... , a, .. , Oft Ora111eve Plan, ... ..... .. cut ,n ce.il• of ...-""" and bent ,nto Iott oftCI bott ■ftl al 1unctton atruc:twe. . OMIT H IARS .,_,. sofftt of 14Nr is 11 or loa1 below soffit of lftelft liM, _. _,, ·G Dari •"-" ,,..,.,, of ·_,, ,s t' er loss cllcci floor of "'°'" hn• STEEL SCHEDULE: Diam I 12 tD 39 1 42 to 84 90 to 144• T,1 Dart - 0, E,H,G Iara •5 •6 ·•1 cc F Ban 6 oc 6 0 C 6 oc JUNCTION STRUCTURE sflall be poured "'°"°"'"'c wtt" 1110,n hne lterM ttNttl or ,nannole 7 FLOOR of structure sflall be lfffl•trowel1d . JUNCTION STRUCTURE JS-3 DETAIL DRAINAGE __ DETA IL:.S- NO SCALE 3 cu 12207 EA 018791 CIVIL OF C~\: I I . I u~--~ <; z I el 0 t B B § ~ ~ f 3 §l ' ~ ~ 'i", z iS ~ z C 0 '= • ~ ' ~ -, D ~ z 0 JJ ~ z GJ z C: s: [jJ m JJ !:> '-------' I I I I f? :c n ~ ~ ~ ::J :;: =-~ l> ~ ~ a §a a u <; z I 0 5 ~ n Cl m 0 0 ~ n " m " m 0 ~ n " m ~ 0 ~ z 0 ~ z , ~ m ~ ~ lu .... .... ~ c,, "\ I ~ I "' • -~ 0 JJ ~ z GJ z C s: OJ m JJ 0 JJ ~ < z GJ ~ • "" - . NOTES• ' ' ' ~ DRAINAGE QUANTITIES I. See Sheet D-I7 for ollowabie material options for alternative pipe. 2. For minimum ailow.oble cless c1 RCP see Standard Plan A62-D . . 3. (Fl The· quantify shown in this column f.or each individuai porlion . . . bf work is a Final Pay Ouanlily. . _ .4, ( N) The quantity shown in. th1s_column 1s a non .pay 1lem I . . . ' . ..... FRAMES, . ROCK SLOPE D II. ..... R.C.P. -GRATES & W::.:: ..... .... MH Js. PROTECTION RCP ..J COVERS Q, (.) ..J:.: ...I ::.:: • -(See Note CSP .... .... Q.-w (.) w w (.) . w II. z ..J ::c 3) w w-I-w-0 w ..J -0 z I-wt-I-::c w I-::c z: . . rt) w -Cll I-' (.079• THICK) 0 I-.... I-0 Cll w, z a: Cll I-N -:, IJJ z z WW 0 --:, m a: z w z 0 a: I-a, • (.) I ' LLI, m 0 a: I-a: Cl ~ Cll ,.._ i= . c..., z w C • :c :i: UJ ct -<( w::::, w::::, z w (0 > w "I' :I'! a: !§ Q ID 0 J ! ::!: t-(.) :t I-a: Co 0 0 :I'! :::, 0. a: I-Cll -I-0 -I-(0 ... 0 C J w <( z-w I-::::, (.) ffiu X W• z (.) I-t. (.) 0 g < . <( ~ LLI g ::c 0 I-> Ow a: Cll 0 a: a: I-""' ::::, <( LLI ::c 0 0 0 Cll I-.... (.) z <( z Cl-... I-Cl-... Q. a. :::, . ... , ::c I-0 <( (.) a: z a: w ..J 0 ~~ (0 .., z I-► a: w w -::::, I-:::, a: ~ a: w ► z u w 0 I-zo ·z w II. ('l Cl -(/) I-a: w I-Iii . I-w I-:I? I-I- <( i= ::::, < a: w <W a: UJ ~- (/) :::, X I-(.) :n 80 <.w z ~~ a: a: 0 w ..J a: u,· LLI . fl) ::!: w . I-I-w-..J a: ..J (.) ..J LL.I ::!: 0 w ..J I-w I-z J z z 0 w w Cll (.) w < a: a oz wz 0 ii: ..J ~ C, lJ.J a: Cl a: a: a: u ...J Cll u. ..J -0 0 0 ..J ..J C, Cl (/) :::, a: (') -oz tJ -a: -0 0 1-· a:: 0 :c Oz oO .w (.) <( UJ (.) . z X :i: ::i: ~ I-Cll Cll < < (.) < a: 0 (/) Oc ~~ ... (.) 3: w Q. w w j:: -::c 0 w z-z~ a: a: w 0 z z (.) >-z z I-..J I-oz z-!a z I • Q. • a. • Q. • Q. • • • • • ~ z· • • • • • • • • • en < Q. • 0 0 <( <( Cl "I' • ---... -::!: "I' (0 (0 -(0 -(0 -N -in <O ... (0 <O < 0 (0 st (0 <O "I' <O "I' (0 a) "I' m > < (.) ~ (.) :::; ::!:< ~o ~ . ::. :::, --< 0 ::!: ... ::!: -ID C\I (? Cll ('l Q. (') Q. ('l Q. ... Q. ~ C\I (') "I' ~ ~ II. ..J '0. Ill "' C\I C\I (') ... c:) .... -. ..,. -(') --0 w a: a: w a: C C CY CY CY CY CY LB LB EA EA EA EA LF EA LF LF LF LF_ LE LE LE LF LE Et. EA :EA. .EA ION ' LF LF LF LF LF en TON TON EA LF LF LF LF LF > w I-1 a w <( -a: 0 /J ,17 w C 1 I- c( d 0 .i e :f 34 . . . -~' iJ. 1 ,. ' h 4~ • >-► @co . _f Ill ~ .. ,, t-o 0 :l . • <( w w ...I z ~ . ::> (!) U-u ..JC/) w .. <( w J: uo u 2 a CJ 18 C . . . . . . d la5 • a: w z w -z <l: . -I CJ . z u 3 a w I-b 47 a:: (.) w e 1 w -, f-, d I 0 LLI. a: a.. e !35 a. f' . 1 . . . :I-'fl1 ,d 1 a ' . z f-b Z4 = z ·-C ... w C d f,!i ... :E a: e C) C. a.. -f' ;7LJ "' 0 z C ..J . a: ... w LI. > C) w ... 5 z C a "' ,!;, ~ :E f-I-C 1 cc CJ ,. C a.. w w Cl -., 0 a ' . 0 ' ,, < • b ?? a: -. f C C -C. Z' a: C) ' u. ' -~ '. C IJ . ~ SHc'ET . -~ " ·. 764 48/ 1 1 ) -TOTAL . ' . 2 1 5 ~ . -. ~ . ... --en I .. .. .. . .. FOR REDUCED PLANS 0 . INCHES 1 ' . . ORIGINAL SCALE IS IN -- --·--- I I ' DIST COUNTY ROUTE POST MILES SHEET TOTAL LEGEND t. AB-BR~VIATIONS See Drainage Datail'Sheet ' TOT AL PROJECT NO SHEETS n -Mod -!'lodified FES -~lared End Section 12 ORA 55 38 123 SD -Storm Drain SCSP -Slotted Corrugated Steel Pipe . j~~\..~~ . . s -Standard Joint Type SGD -Standard Gutter Depression ~11,0fESSto,i,~, REGISTERED CIVIL ENGINEER JS -Junction Structure . -.Gl!:P , GOL, AP $',.1 u <".: I -With OMP,GCP,GO -Drainage and Pipe Inlet Types ;:;; E:S SA. t, & I,.,! IC-I-IE: L. ~ ·, • -Alternativae Pipe EW -Endwall .., ... AP "' -ze,10G "" . . PLANS APPROVAL :DATE -l No. 1.• &p. ';/'-?11/"'14 • - W*LIAMSON AND SCHMID ', .r,1; CIVIL /4.. ,._ 17 82 SKYPARK BOULEVA_RO ALTERNATIVE PIPE "l'r _,.__.._~ OF C~\.I'" . IRVINE , CA. 92714 .. . ' . :J: 0 -~ .... D :.: a: . . ! I-w (.) -w > -Ill IJJ ..J :c 0 c5 z DESCRIPTION STATION z I-I--0 <( Ill -m Ill w z • LL.I II. ..J Q. a. ~ a. . ::::,-<O .. w ► 0 0 (0 w ► ::::, . 11.1 Q. I-. wO wz w Q. I-:;;; . -(.J Q. ► I-• Cl >-::c C,Z c,· .. > I--->-I-< ::!: I-LLI Cl X <1-< 0: I-• zW • 1D =..,. • • ..J -ct ~w z / (0 <O w N ~. . N z :;;; -1--·-co IX) t\l < .... -(') "I' "I' -::c <CW <en - a: :c a: ► a: 'LF LF LF LF LF LF LF LF LF LF EA FT. FT Cu, 0 Cll C 1 /.7/ ,?W'ET 7YP£' t:7.5. /7£{2 .t"4!7ZU/.5 57Z?,tJ·7Z /1/Eff/',:?R.7"' -· ·-: -~~ ... .,. ' ~ 73 .0-1 f ,:;:z . :J.4 /A" R.C.R 5'/7.:f?'A'. //.J-!f?a::J .7Z7 57A'. /t:7, ... ,IJ'5', /9 . .b . J 5. TY.Pc J&-2 /'£e .t"4/£4A/5 .57Z?.ll .5..?l 5.T4 l~-r,5.4 tf:'1 C -. /t:5u R. c.e ' .5.Ll 5,U. /C-/#2.19 W 5~ /,::1/ 7.7.aJ d . . /',:;7///? C,fl//,4R ,.c7c,P --..-"A/£ .::,gr. 0-A 5-P-s.r..4. /Cr 7,7. .?'C e 3.4 /cf" RC./?' 5./? 5U. lc:J:1'77.tlc:J 7Z75Z4./,:,:?~.,/3tZl // /' . -t't:'AIC t"tlL'L'.4R .17ER PEm/t ..:f"h'T. P-4 .5.£?. ~ /,:::7~ 4 3-a:J ~ /. Li. /(7'P R.C.R :5:LJ. :5U A:¥43. c:Jt:7 7Z? 5P. ,1:71@@ / h . . CC/f/t:? C'd£.t~R PER .OEZ4'/L 5.#T-,0-4. s.,a 57'A'. /.::77"-C.O. 00 .,£.. &J 8,,.PKC . -.. .s. a 57:4. /cJrl2::7. oo ,rt:J. /£¥82cZJ 1· ' . . 1 1/.44 /&ET TY,PE ,t25./7ER L'4LT~ .57.??.tJ-?L /Vcff..£MRr/f,!Ya s.u. /C.t?,.,5Z. /4 ,!?-/ 2 a CJ,(; . . /"5"" ,e c. £? <.£? ..,-.u_ /,:;7,'-97§~;7 ?i7 S/44'. _$7,.-'iZ7,a:;J .. b / . . f f.57 //t/.t c7 7>PE ,::! ~'{,.PER /..4.tff.4Al.5 57£? i2 7;, /Vff1/ft'7RT .&V Ya 5-U 4'Yrff5.·38 C /.5 I. I 15'" R.C.R 5.P-:5'Z2/. JIIC78./4m 57/4 /,:,:?r,:;7t7.a:J F d , 1 4./(? /#/£T7½Pe 115. /"Q a£~$f...W .o-72 ...V.c/Y/27,.<?T &W. 57,4. /y' "' -7. 4:2' p-:;; ;, d 3.4 -z-4✓•• R. C.?. 5./.J..,;7.<f. -f.7,r£:?.J;?j'Z75,U /5//A.A'Z 6 ,./,//.l,1/#,:;7tt!c 7"Y,.OE -##-./ .J.P. ,5,r.4. /.7.,..-/,?. 'Ye? .c t"CA/C. ?'C.?UR .P'cR ,!/EU/£' .5'#T. P-4 5.£! 5,r.-4. /,;t-,t-.39; 7✓ d 4-Z _J ' ? .d,, R, C.?. ~/J. .57A. /.d-lt?4C,S 72J5Z4. ,t,,ll-39-74 e ,#,4,1///c:Jtt!E TY/?E .-#./-/~Z . 3:.,a 57:4 / A--/",::f,:::?. .:?C . :/' 14.1, ., 1f?LfU R.C./? 5.,a 572/. d:J/2::7aClCl 7ZJ 57,:t /3'-!-o/'9. /8 .. fr. ;;· ~-, C / ' . ' -. /W,,/A/ ,£.M LE--~Y ,PE ,,W ,.L/-./ .7-1/. 57;f. $/8?? 99' P-2 4 4 38 7 -/ /:7" R. C. ,P 5/J 57A'. /t:l.J-7o'. / 5 7i:? .5Z4. /,:;7,1,#. !76 b /•' . t 3.'76 /,1/,:!E'rT,~-,. -,; 5. ,P,&'P Cq'/,,,;e,;,.,-v'.5 .57Z? /7--Z /J/£f1/,.VR.7" &!z;! 5"74'. //,lff./~-5-38 C Ll..8 .. -f / / /? "R. C.?. .5 .a 574-,t::1.;-5 /7,; 7ZJ ..57:4'. /.::-77' Z.7.;;f::J d f ijf,::;;-7 -?Y.ccTTY/'rt:!5. /'cfe,/',4,t.?Z,f,1/5,57Z7./}-7,;. ..Yr.fl//,::;'RT &W. 5P. /,:::75-l'-99-/9 e 5.tJ' ' -, .!./ I /,,S-U R.C.R 5-LJ. 5.U. /t:J/-2'4.7c7 7Z' 5"7A' /,::?:l't:7/..5G / . . .i ff./5 ~E,rTY,PE,::15.,.?7.&:" ~7?.4'#5 672?. /?-72 A/Elr'/dRT &Y.?? .574. /5-/-a?t:JO f.J-3 q c:{ 3.0 . la'" ,ec. /? .5-L7. 5U //./-t:JZ 35 7Z? 5,7,21-,&.,f:J4t.ZJ .;/~ I:, J. 5. ;ry ,Pc J.5-3 .Pf,f' C.4.t;r,e,t;r5 571-? • 5. .a 5 7/41. ..07:r.?',:::?. ,::7.?' C . 1 5.m ,Wff7 TY.CE t:7.5'. .PcR ,,;,4tTR.4/v5 .:f'.T,t? P-72 ,,YE.ff /WRT &I&?. :::,./4?, / .:1-1-4/. 3 9 £?--5 /4 a 80 ,,. ? /,:f'U ,ec.,R .,,.£! :5,a /,::7/a:::?C.::-7 ,-0 574. ,1;7,,;g.1,:,g _. . .b . ,.. . ~ -' t:'aYC:: ,e,::;>.2",4R /6,f' /?cP/L 5#7' .0-.d .7. ,":?. ,:f /,47. /,::7-/"a::7. ,::7,:? ' C . .• . . . ... ,. , ' , . , .. . . . . -• . . , 8 -SHEET TOTAL , &J . I '. ' . . -- ' DRAINAGE QUANTITIES ... HAS BUILT" ... D-10 . -. 1 2 3 . , ' I ' I . cu EA - I " ,; z J: D r D ~ ~ " s □ " " g 0 ~ m D g " "' m l'; ~ ~ z Ei , C z s ~ g ffi . " 0 " ~ "' " " ~ ~ " z "" n "' C: ~ □ '"' z > j I :I z C :; [D m JJ □ JJ ~ z GJ z C :; m m JJ □ JJ ~ z GJ z C $ [D m JJ □ ::0 ~ z GJ X x- x_---- X .x > ~ ,, Cl ~ Gr· >-LU Cl) co > • ~ Cl LU LU C: Cl) LU > I-LU <C C: Cl LU I-<C Cl :?' "' i , " ~ I& _,, ,. I-:r: t!) -z (/) 0:: <t UJ :J: > u 0 a:: w z I- £2 w (/) !l.. j~tJ" A , -~ I ~ -~,,_ t' \ ~ \ .... '~ UJ Cl. tfll z = -I-cc I-= = a. tn z cc = I- LI. = I-z w :iii: I-= cc a. w = cc -z = 0 LI. -..J cc y LI. 0 ' .. Q . . ' ; .. . JO" ' . . 11 ,_ ' ,. · .. . . , --, I ' ' I =r I I I I I I I • • • > ··-. ~ ' (. ,, ·" ~ . • :-\ 11 , . .· -. •. t SLt:l/7.E {TYR) SECTltJ/41 A-A 11'-tl" f!' /Y j !// 7 ; .... '. " ... : . • ' ,!' •. ••. •, -. -~ .. ' • ·, ' •. • . , . " 'l" '· .. ' : -,, ' . . . ·. . . -· . , .. ' . . , . .. .. . ' ... .•••• ·-•p ........ -~.:. . ,. : • • j. ' ..• ·-• . ·. , ·, . • . , . ' ' i,',, •• . . I--~ r • .. • 5'MPE ~I ,1 ' • ~' .. 18 /1 12" 3' ou fl' .• . ' ... " --(~"@ ~ ~: = 1?. , ' . h@ . . . ' ... ·-: . . -.-, . ' -.. .. . .. • ~ .SEC TICJA/ C-C 6'CA'L .E.· /b-z✓ r1" ~ . \ • ~ ' 4'-t3" I ... .. 'I ... #-, l't\ .. ., .. .. I . -I I • ,d.-.1'.' .... • ~ ...... ,P//,,#'T. . .. -1--~ ~.. ,., .,,.-.4.c. I ~ • ,,I >. • • tJ' IP!)-,,_ ,· "-' \ • r-=-/ ' . .. • ' ·• •• '/•· •. • ~ ' • I /' . • ·• I •.. ,. ; ' " •• " ' I . &" ~', , .. . ---' • .. .. ,4.C 171#17? ;1-·,:__:: ·_,--."-+. -H-·-=-· • ...:.· -•:-· ·'-. '7 \.:. ; I ' . . . SECT/0,V o-o I ' . ;:?'-911 . .. •• .. Z" -• . '• ,. ,, ... , -i ' ;. .. • . cl". -" •. • 16" . .. . ·-' ' f i I DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORG 55 0.0 /0.3 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE WILLIAMSON AND $CHMID 17782 SKYPARK BOULEVARD IRVINE , CA 92714 f 39 123 RllfESS/0 SU'o lvllC.HE ..,.. 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[O m :0 C, ]] ~ z GJ )( )( )(---- )( )( >-C!l 0 UJ (/) > UJ cc w ~ 0 a: w w ~ CJ z w I-0 w -, 0 a: a. z c:, s a: ff en z C a: .... LL. c:, .... i:5 :E .... a: 0 UJ (/) > UJ cc UJ ~ □ z <( J: u a:: LLJ w n. 7r TEE L ,n .. a ~i • -:~ E:" ... . . •• .. . . 1 ,. I oe:s ,,.. 22JI: BENO -• a ~ • .... • 6' ... II ··•· ·; -- Lo /1)/M TYPICAL. SFCT/ON TABI THRUST ./kO&KS • I. FORCE MAIN PRESSURE TESTS SHALL BE PREFORMED IN ACCORDANCE WITH CURING REQUIREMENTS SPECIFIED IN FOOTNOTE * TO THE CONCRETE CLASS USE TABLE OF THE STANDARD SPECIFICATIONS. 2. THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED SOIL, BACKFILL . COMPACTED TO 100% RELATIVE COMPACTION, OR CLASS 100 E 100 SLURRY. 3. BEARING AREAS L x H ARE COMPUTED FOR TEST PRESSURES OF 225 P.S.I. IN FORCE MAINS LAID IN GOOD SOIL WITH AT LEAST 3 FEET 017 COVER. 4. BEARING AREAS Lx H SHALL BE APPROVED BY THE ENGINEER FOR THOSE FORCE MAINS WHICH a.) BEAR AGAINST POOR SOIL, b.) WILL HAVE LESS THAN 3 FEET OF COVER, c.) WILL BE TESTED TO MORE THAN 225 P.S.I. OR d.) ARE NOT REPRESENTED BY A FITTING OR SIZE SHOWN HEREON. THRUST BLOCK BEARlNG AREA LXH IN SO. FT. FITTING TEE OR 45° 90° 45° 22Y.2• I I y.,.• 6 SIZE DEAD ENO LATERAL BEND BEND BEND • Ii, i::- 4 2.0 1.4 2.9 1.6 0.8 0.4 6 4:2 3.0 5.9 3.2 1.6 0.8 8 7.2 5.1 10.2 5.5 2.8 1.4 10 10.9 7.7 15.4 8.3 4.2 2.1 12 15.4 10.9 21.8 11.8 6.0 . 3.0 14 20.7 14.6 29.3 15.8 8.1 4.1 16 26.7 18.9 37.8 20.5 10.4 5.2 18 33.6 23.4 47.5 25.7 13.t 6.6 FITTING THRUST REF.: CI PRA HANDBOOK _ THRUST BLOCK DETAIL EX/5T. /~" 0/./? . . . ANCHOR BLOCK DIMENSIONS L=H=W IN FT. . FITTING a SIZE 22 ~• BENDS 45° BENDS VALVES • 4" 1.9 2.4 1.5 6'' 2.5 3 1 ?_n 8" 3.1 3.8 2.5 1011 3.5 4.4 3.0 1211 4.0 5.0 3.5 14" 4.4 . 5;5 4.0 16" 5.0 6.n 4.5 18" 5.3 6.5 5.0 VERTICAL BEND ANCHORS VALVE ANCHORS 1 WATER MAIN PRESSURE TESTS SHALL BE PERFORMED SUBSEQUENT TO THE CURING REQUIRED IN FOOTNOTE 1 OF THE C~NCRETE CLASS • USE TABLE, STANDARD SPECIFICATIONS, SECTION 201-1.1.2. 2 ANCHOR BLOCKS, WHERE REQUIRED, SHALL BE POURED AGAINST UN- DISTURBED SOIL, BACKFILL COMPACiED TO 100% RELATI~E COMPAC- TION OR CLASS 100 ElOO SLURRY. \ 3 DIMENSIONS L, H & WARE" COMPUTED FOR TEST PRESSURES OF 225 PSI IN FORCE MAINS LAID IN ~ANDY SILT WITH AT LEAST 3 FEET OF COVER. 4 DIMENSIONS L, H & W SHALL BE APPROVED BY THE ENGINEER FOR THOSE WATER MAINS WHICH (A) ARE NOT POURED AGAINST UNDISTURBED SOIL, COMPACTED BACKFILL OR SLURRY, (B) WILL BE TESTED TO MORE THAN 225 PSI, OR (C) ARE NOT REPRESENTED BY A FITTING OR SIZE SHOWN HEREON. 5 JOINT FASTENERS SHALL NOT BE EMBEDDED IN CONCRETE. . .. . . 6. PORTIONS OF REINFORCING STEEL Nllf EMBEDDED !N CONCRETE SHALL BE COATED W!TH HOT TAR, ENAMEL, HOT DIP GALVANIZING OR COLD APPLIED BITUMASTIC MATERIAL. 7. NO ANCHOR BLOCKS SHA~t BE REOUIPED FOR VALVES IN WATER MAINS LESS THAN 8 I NCHE:; C: 1 ;1_M[7tP.. ANCHOR BLOCK DETAILS JOO- ... 881 /Cl' DIST. COUNTY ROUTE 12 Ora. 55 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE WILLIAMSON ANO SCHMID 17782 SKYPARK BLVD. IRVINE , CA 92714 POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 0.0/0.3 """' 101 ; 41 123 1--!ICHE . 'Zf1JO<o . ~/?>I/' {7Y/?) 81 £X-f't:J" P. /. /? ~IIH ,-..r=,!S1-~ ?/,"'£ JCJ.-WT .. (IJC.84±)r.t. , • EXIST. 2tJUtJ.I.I? '. ~-: , ' ~✓- . . , ... _-:,-_':'--, 111,------r----...,..ll~--1 1 Rt?'' 0.1.f? ' •• _,: ·:. :,;·: •·-:· (CLA5552) , 20" WATER MAIN SIPHON DETAIL-@ FINLEY AVE. 5✓,4Lf.· /,,=4' 5EE 5REET t,'-/ rt?R Ct?#.57'Rt/C"T/,:1,1/ #,:1.T"E.5 SEE 5/2-'E,f"T L-Z rt:?R ?.LA.IV V/cW / 4/K'-Y.4CCt/.# /t:?C,47"/c:T# ,8_ ' • t!Y. i@·!,.c.P. t5"6c ;A f, {CfB-J' .± l F-L- • I\V---.l:V~E RI ¢"y • ' "' zt1n P./. /? ,,t.455 62 -, I *VER/rY F.L.- -/1}4 -/tJll -96 C a.. w Q '--11---------ZO'P.1..P.-=--------l-l---!-l'I----H-----1-\-S 20" WATER MAIN SIPHON DETAIL @ VIA LIDO • C -z a: ff :::::; C -U LL. Cl w 5 en f FORM DC-OE-92-PF (REV. 1/88) . .. - 7.46 r.L. . 20" D.I.P. WATER MAIN PROFILE _.5'C4LE: //1='5' .7'EE 5#EET v'.f ,r,;:;tR c"t::7.#5.rRa'C?7t7A" #t?T£S Alt:J'TE: .-15 ,e,:::7,;w,rf .iE#0.5 TC? .4Ch'/E.VE PE.5/REO (&"t:J,#,'VL/A"LJ) YERT. ,,; R"'7R/Z. .O.c/2:EC77c:7/V ff /,,c' L'c.55 T#.4/1/ /t::J' Tt::7 E.X/57" ,P/,PE J"7/A/T, ?7.c"-8.4CK J,;?/,1/T t:?R //V.:>TAL' ,L ,:VE/1/ ,-""'/Pc T,:? .4T LE.457 /t::7' ,4,t,VA Y rRt::7/W 8E/Y'.P. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 f tf'A' L £ : /" "' 4 / SEE 5//EET" t,/-/ ref?R Ct:?#.57R'v'CT/t:?N #,::?TES 5EE a//.cET L-.3 rdR ,P,::,4/J/ WE/f/ / ,4/,,,f'-~,:"C#/4i Lt:?CA' 7"/c:1/V NOTE: u-3 . ''AS -BUILTH cu !2207 EA O 18791 I ', I ! I I_ I ~ 0 ~ z C s:: OJ m :0 0 JJ ~· z GJ z C s OJ m :0 0 JJ ~ z GJ z C s OJ m :0 z »~-~ 0 :0 ~ z r.t / . ' ' ' ' . - --SUMMARY OF CONTRACT :_.:"-QUANTITIES -- -. . . . ~ I , I§ ,-,,. ' ' N .,----.,~~· ><iR ~~' -LJ "' ~~ ~I~ I I I ~: ~ I ".'"',.' I I ~ ,---.! I -........ :--.._~• I )~ -~ I ~~ I !~ ~·~~ X ' ~0 ~ !lij ~~ I~ :~ '~ -~:~ NI '-lj~~ I ' I NJ...._, ';$'' ~ 'i---:,-:-v ~ ~~ :---, ~ ·'-.:. -~ ~ ~' ~~ ~" ~.~ I '><:' ~ ~~ ~ • I'--.:, I~ ~~ ~ ,, t~ '~ ' I ~~ ·~~ ~~ ~ '~ ! I :~ . . ~N~ ~f ,'-: ::--Js:s --.....::~ \j~ ~ ·:~~ ' ' \5 ~~ ,.. " ~~ ~~ ~~ ~kl :~~ -~\t\ ~WI ~ '\):' '-l~ ~ ~ 1---J ~ ~ ~~ ~.~ ~~ .~~~ ~~ \jl~ ~~ ~~ ' I ~~ ~~ :,~ fil ~ ~ ~~· j ')(, ~ -:~~ ~~ ~-~ 'l<::~ \.()~ ~ N , I :---,..j ;s~ ,.. !~ -~~ 1j~ ~~ ~:'-t •~N ~~ i~~ :,,, I ~-N,, ·, ~.~ ~~i ~~ ~~~ ~~ I~~ ~~ ~~ l~i¼) ~-~ i~~ ~~ ! ~I ! -1~' -~'-J LOCATION STATION I ', I I 'I !~ ' ' ~ ~ ' ' ' I , ' ' ' ' I I . ' ' ' E.4. EA. EA-' L.E L.I: EA. EA. L.F £A. EA-EA' EA £A: l.F EA-EA 5/fT ti-/ %"IZ5 Mff"R.//4.!/L' T/.:f'.7lf! #cff/P/'7,d'Jf!l, \ --... 2 ·~~-\ ! ' J,f, .1 \, /t'.70 • .i ,, 3 2 .I. _f ' .12, .11\ /~~ _f:1,:_ .. , ', ·, ' -, ' ' . , \ ' ' ' ' t/-1 II fl 1 ' \ \ Cl t/-1 I/ // 1 w >-rfJ t/-.1 '1'51-62.. f/8'l11.-~ /1/L'}Y?v'RT 3LW.) 1 fll > Cl LJ.J 1/-/ 'l tf? /-;?(} (fd Jt(t2 /f/Etf/?ORT .8L //P. J 1 LJ.J a: rfJ LJ.J !/-1 1.5f~2 T01't;ltJ3 {A/Eff/?tJRT &IP.) 44 > I-LJ.J <( 1/-1 ;1~ r/5 TO f'? /-F d,Wflf/,P{;JR7;&. //.CJ . X a: Cl ZtJ .. . . LJ.J t/-1 ~515 5 ff t: '.I!( u AlfJ1//?tJRT .8L // fJ. J //:'i I-<( //-/ 9'5155 82'£ £.,1/Eft/?t;JRT 8L Y£J.J Cl //-/ -?~f?.-1' f-1/A'lER !l4t/l i'T35rJIAIElf/RY?1&Jt t/-1 /I /I ' JI (/-/ , -->-/J II If @co >-t/-1 fll // // I/ ~Cl Cl t/-1 ...J LJ.J LJ.J /I " // ::) z ::.:: o<!l 0 /,/-/ /I II fl ...J rfJ LJ.J <( LJ.J I (/-/ ,, I/ II 0 Cl 0 51/T L-2 '1C/f 5t:: TO 9'CI 72 1 /YE/-f//7~/7 r 8LJ/0.) L-3 104-1-32 Tc:::? /c::Jr5lc3f? r /I // ) ' . . . I-:c 0 x-----en z a: IJJ <{ ' > :r: 0 u 0:: z w (!) GJ en Q. IJJ 0 . z Cl -I-er: I-cc X Cl CL. u, z er: cc: I- LL Cl I-z ' LLI :5: I-cc: er: CL. LLI Cl ' . . . er: -z cc: . Cl ' . LL , -...I er: ~ J . X LL Cl ~ LLI I-er: TOTALS I I .4 ~4 /5 I I /tlil I 3 2 I I ll I I --. I-. u, t . . . ,. . ,. ,. ' '. FOR REDUCED PLANS 0 1 FORM DC-OE-90-PF (REV. 1/86) .863&-144 ORIGINAL SCALE IS IN INCHES I ' I . -- ' . . ' - J '-=---I I~ I-:--.; I ! I , J~ ! ~ I ' I I ~I ~~ ' • ~~-~: ~ --~' ! r'~ t\J~ ~I i ' ' ~ ·!-..._, -~ '-.:., : ~ 1---..·~-tj~ ~~ ,~W '-'J~ ~ ~ I.()},.__ ~~ ~~~ ~ " ~--I ~~ -~ : :~ ~~ ~~ I~~ ~~ ~~t( ~. I ·"'• ~ ~~ ~ '<) ~~I ~~ '-: t:( \ri':"'\ i,;N~ !~ i ,-......,: ~I ~I~ ~·~ Rs-~ ~ )c:' §~ ~~ IC\j ~~ ~~ ~ ~ ~~ \j~ ~ ~ ~~ .~!---: ~-~ ~·~ ~~ ~.~ §1'. !x~ ~~~ ,. '"S ~~ ~~ ~ •~ ~ ~'( ~! ~ ' ~~ ~I ~~ ~~ ·~ ~ ~~ I~~ ~ \J: ~ I~~ ~'¼ '" ' ' I : I I ' ' L.E' EA.-EA , EA EA. L.F. t"A-E4.--E.4. EA L.E ' .1. • ' /4,\ C\ 3c___o ./, \ I , ! -, I ,, .. ·-' '· ' . 1 2 -5 I I //7 I I . . . ' . . /_ I 14 3 I 2 2 3. I I -/{J ." AS BUILT" . ,. , 2 3 ' I ' I . . ' - -- ' DIST_ COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS -12 Ora 55 0.0/Q:3 42 123 . v~'>.-~clJ . 1~! SJ' ~ROfESSiO,t,1. ~~ ~~ REGISTERED CIVIL ENGINEER :(;) ~ § .JE0U<o A.'½, ~~ ~~ /J 1--!ICHEL i ..., ,-n ~~&) "' '2BIOG> "' PLANS APPROVAL DATE No. ~1-....;: i< Exp.'3/'31/"'14 ,.. :::::,;:, ... ' ;::...i- ~ r-..;: WILLIAMSON AND SCHMID ~~! "-< ~ u>?. CIVIL ~'It- 17782 SKYPARK BLVD. '-11. 'if.~ E or c~1.1~<:J ~~ IRVINE I CA 92714 ~~ ~;'3 _EA _ _ EA_ ·Jo f 1 . . NOT£: .4 /l;'7RJ7t::?/V ,::;J,,C T.#E 4MA/T/T/E5 <7'.#t::?.W/V h' ER.E' t?N 4R E /c:7 R ,:."v'A/ 5 T ,R,:1/C.77v'A/,::? ,,C-T /2" .£" ,-1/cff J-Y47"ER 1/4',:1/L T' ,4,1/,?l .4R£ 6'/YEA/ v',,YLY 4.5 4' 5.-:1//0£ ,,72:7 7".,,YE Cv'/J/7"R..4C Tc:?R. .T"#L= C.?'/1/ 7",R ,4 C TC' R 5A;4 LL .?'RO V/ L7 6 -4 L!Ydf',P 5t/# ?'R/Cc /v'R V4L //c 1#.?'L'T t"P'A/5TRtlC 77tJ/V .,./.5 5,4,::;JJ,1/A/ c:J,,1/ _ti-I I vl-2. . ' . . . I I . SUMMARY OF' QUANTITIES __ Q__:-_5 _ . ,. . ,. cu 12207 EA 0 18791 ' ! I I I I T'( I I I I I ~ ~ ,._ 0 " ~· g , I I I I I ,_J I I I I ~ C " ~ C a· '§ C ,. I I I I I I ' 11 I . I I " " " g ~ Q , . • "' > z ~ 6 6 p; n □ 0 ~ ~ u TI ,., 0 ~ 3 □ < 6 z r z a u ~ . □ ~ 'jj C > s; ~ z !TI " > C: ~ 0 en z l> TI \; z 6 r □• " " m 0 □ ~ en □ TI m C " en w ~ < 2 o C z ~ .... 1\1 (,,I -· z C s CD m JJ 0 IJ ~ z G) z C s CD m JJ 0 JJ ~ z G) z C s [D m JJ 0 JJ ~ z G) - X X x---- X X DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS r---r·---------i-~-r-==-r-r=SrU.:.:.M:.:.:MrA~R1Yr-TO~FI· ~CTO~N~T~R~A~_ C;-T:_~Q~U~A~N~T~I T~l-~E~S--.---,------,----.-.-----r-~---r--r--""'""T"'""-----r------_J _ t-1_2 -'---o_ra___J_ ___ 55_L__o._o I_0_.3_--L-.:..:43::__ j____J ~ ~ ~~ ~ ~I\ \l f ESS IO,;, -4{ §JE.6U6A. '½, ~ MICHEL ~ REGISTERED CIVIL ENGINEER D >-w U) CD > D w w a: U) w > I-w <( a: D w I-<( D '-.. D >->-W CD CD 1-o o <( w w _J z :,,:: G c; wu _JU) <( w J: U O U a: w w z c:, z w I- C) w ... 0 a: a. z Cl -!;;: I-= Cl ~ v., z < a: t- u. Cl 1-z w == t: < ~ w Cl z <[ J: u 0:: w I-LI.I CL. LOCATION {/-3 (/-~ FORM 0C-OE-90-PF (REV. 1/86) Ell: 39,4~4 STATION A/c/r'.Pc::?RT 8LYL7. / RA/LEY .4YE #Ef1/.Pc:?.RT 8LJ/£? / 32:2:E ST. TOTALS ~~ ~ ~~ ~~ ~~ ~~ ~~ ~~ L,5 L.s L.5 L 6. L.5. L.5. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I 1 ' I ' 2 I 3 I ~ ZBJOG> ~ PLANS APPROVAL DATE No.-=-....:,........:...,.-t--.;,;;;..;.;;..;..;.;.;;..;.;.;;;..;;.;.;.;..=.. ____ -4 \-1< Exp. 3 / ,:!, 1/q4, it - WILLIAMSON AND SCHMID <1',>; CIVIL Iii-'"'° 17782 SKYPARK BLVD. -1;-, or c~\.1,1:1~ IRVINE, CA 92714 .,____ "AS BUILT" SUMMARY OF QUANTITIES o-s cu 12207 EA 018791 I I I I I , I I I I I ~ 5 s -,., a I I I I I I I - ~ --' ~ -: g: :: ~> 0 "" -"" ~ ' I ' ' w I Z' C, 7! ~ ' co ' 111 _J • f L' z s: c:: r u: :::J i ~- z Cl X X 0 LU >-Cf) Cll > 0 LU LU a: .Cf) LU > I-LU <( a: 0 LU I-<( 0 0 >->-LU Cll Cll t-o o <( LU LU 52 ::>'.'. (.) CJ LU(.) ...J Cf) <(LU I (.) 0 (.) 1-::c x----~ (/) a:: w > 0 z <t I u X X z (!) -(/) w 0. z Q -I- CC l-a: Q a.. Cf.) z cc c:r:: I- LL. Q 1-z LI.I ::::E 1-c:r:: cc a.. LI.I Q cc -z c:r:: Q LL. -...J cc (.) LL. Q LI.I I-cc I-Cf.) a:: LLJ 1-- LLJ a.. i§ t ·_~CITY _HALL_ STAGE I CITY HALL STAGE II L __ . FINLEY AVE. BLY0:--..___ CITY HAil I STAGE mA.mB,AND me. STAGE ill NOTE: S!fo""' t/1' S7: , I STAGEJil...A (SHT. SC-J2)1S FOLLOWED BY STAGE IDB (SHT.SC-13) STAGE IDB IS FOLLOWED BY STAGE me (SHT. SC-14) ; > STAGE ill TRAFFIC CONTROLlSC-lq THOUGH SC-17) IS IN PLACE QURING STAGE llA,STAGE me.AND STAGE me. FOAM OC-OE-~0-PF (REV. 1/86) .., ,,,444 >-; ' :i: ~ :i: ~ 0 u u u: ~ >-ct ~., ' I-I/) ct 0 u ~ LL- ~ ~-3: ' :i: !:2 :i: ti ct 0 u ~ LL- u ~ ............... ............... ............... -err,. HALL STAGE N NOTE: STAGE m TRAFFIC CONTROL (SHT. SC-15) IS IN PLACE DURING STAGE nz: (SHTS. SC-19 AND SC-20) CITY HALL STAGE Jl. NOTE: . STAGE Ill TRAFi.lC CONTROL (SHT. SC-J5)1S IN PLACE DURING STAGE :l[ (SHTS. SC-21 AND SC-22) FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES I I r-· : , I I-·:-:-,'-'·-: l . . -. . -... 0 1 ' LEGEND ' EXISTING THIS.STAGE ' CONSTRUCT THIS STAGE REMOVE THIS STAGE .JRAFFIC FLOW THIS SJ'AG.E AND. NUMBER OF AVAILABLE LANES 2 3 --. .... ..... ->-. ct ~.I !:2 :i: ti ~ u u LL- u ~ >-; ' :i: ~ :i: / I-~ 0 u u LL- u ~ ............... ............... DIST COUNTY .ROUTE 12 Ora. 55 REGISTERED CIVIL ENGINEER POST MILES SHEET ·TOTAL TOTAL PROJECT NO SHEETS 0.0/0.3 44 GfESsro toU6 123 2; 1--JICHE:L "' ~ "' "' No. -=z~e,~I_O_(e,_ "' 1--P_L_AN_S;..A ... P_P_R ... O_VA_L_D_A_T_E ------\\* xp. ~/~I/"'! ll- WILLIAMSON AND SCHMID 17782 SKYPARK BOULEVARD IRVINE, CA 92714 STAGE CONSTRUCTION TRAFFI~ HANDLfNG PLAN NO SCALE cu 12207 EA 018791 CIVIL or c~1.1 SC-I I • I . ( z C ~ [JJ m ]] 0 :0 ~ z Q z C :5'. [D m ]] 0 ]] ~ z Q z C ~ [JJ m :0 X X X X ,. 0 >-w (/J CD > 0 w w a:: (/J w > I-w <( a:: 0 I:!:! 0 ·O <( q-, q-, oP) P) ~ ~ ~ '>->-Om w CD t-o 0 <w ....I z w ::> (!) :l<:: CJ_ CJ ....I (/J w <CW ::c CJO CJ ::z: 0 I= <C I- 0:: 0 a.. en ::z: <C ~ ..... 0 I-::z: w i:! 0:: <C a.. w Cl I <C ::z: 0:: 0 u... ....J <C (.) u... 0 I:!:! ~ en ' TRAFFIC NA·AIDLIAIG PLAN . . STAG£ CONSTRUCTION AIOTcS.-(sHEErs SC-3 TO SC-23} 0 EX/ST/AIG TO REMA/Al, ((AILESS NOTED OTIIERW/SE. _ 0 FOR GcAIERAL A/OTES AAID DcTA/LS ScE SIIEET SC-/. AAID SC-e. 0 SAAID.aLAST COAIFL/CTIAIG EX/ST/AIG STR/P/AIG, LEGEND, OR ARROW, EXCEPT AS NOTED TO REMA/Al. REMOVE RAISED PAVEMENT MARKERS WIIERE NECESSARY. ~ RELOCATE S/GAI OA/TO AIEW POST, STREETL/GIIT, OR S/GAIAL. [±] /Al.STALL AIEW S/GAI AAID POST. 0 REMOVE S/GAI AAID POST AS A/OTED. ~ PA/NT STR/P/AIG, LEGEND, AAID ARROWS: /A/STALL RA/SED PAVEMENT MARKEiC?S PER CALTRAAIS DcTA/L AAID GENERAL A/OTES. 0 PLACE OR /Al.STALL COAISTRUCT/OAI TRAFFIC CONTROL S/GA/S, 8ARRICADcS, COAIES, FLAGTREE, OR FLASII/AIG ARROW S/GAI, AS NOTED. SEE TYP/CAL DcL/AIEATOR DcTA/L, SIIEET SC-e. @] RELOCATE PARK/AIG METER.POST PER C/TY OF NEWPORT 8EACfl STANDARD DRAW/A/GS 9/e-L AAID 9/6-L. COVER METERS W/TII 8t/RLAP MATER/AL. 0 REMOVE MED/AA/ 8Y S/AIGLE LAAIE CLOSURES AS D/RECTED 8Y EAIG/AIEER, PER CALTRAAIS STANDARD PLAAI T-//. 1101 SEE TRAFF/C SIGAIAL MOD/FICATIOAI PLAA/S(t/SN~AAID STREET LIGIIT/AIG PLA AIS ~A-t:>TeO) [22] ~ @] TEMPORARY 8/KE LAAIE CLOSURE (FOR COAISTRUCT/OA/ OF AIEW 8/KE PATIi). SINGLE LAAIE CLOSURE PER CALTRAAIS STANDARD PLAAI T-//. EPOXY DcL/AIEATOR A.DJACEAIT TO DcTA/L e/. /Al.STALL S/GAI OA/ EX/ST/AIG POST OR POLE AS A/OTED. MA/AITA/Al PEDESTR/AAI ACCESS DUR/AIG STA&=£ AAID STAGE ff COAISTRUCT/OAI. TYPICAL "DcLIAlcATOR DETAIL. TRAVEL LAAIE· COA/STRUCT/OA/ ( DEL/A/E...1TOR c' 4-' M/A/. , COA/ST. - I I AREA -- t ,....n~~n-'-, 1,...--r-.--,.1-8A RR/CA De \() I I I I ll) 1,...........-----'-..J..1 I I I I 4-" WII/TE, DOUBLE YELLOW OR 6" B/KE LAA.IE LIA.IE LcGcAID • = COA/ST. DEL/A/EATOR OR COAIE 1-= A/EW OR TEMPORARY SIGAI :• = EX /ST I AIG S/GA/ Y = FLAGTREE AA.IDS/GA/ • = FLASII/AIG ARROW BOARD S/GA/ =F = BARR/CADE -TYPE ..7I $ = BARR/CADE -TYPE ..ZlT --D/RECT/OAI Or TRAVEL . MSS !<.:....RAIL ___ -~--rvvvi_----- QQ CR.ASH CUSHION RED C'LIRB-_ - ~ ~ ~ "------------------- 0 ~ REMOVE TYPE 83 CUR8ED MED/AA/ DUR/AIG AIOAI-PEAK I/OURS AAID 8Y S/AIGLE LAAIE CLOSURE PR/OR TO STAGE ff RESTR/P/AIG. COVER EX/STIAIG PARKING METER W/TII 8t/RLAP MATER/AL. REMOVE A.C. PAVEMENT AAID CONSTRUCT AIEW PAVEMENT 8Y S/A/GLE LAAIE CLOSURE OA/ A//8 NEWPORT 8LVD., TOTAL CLOSURE OF C/TY I/ALL PARK/AIG LOT EAITRAAICE, AAID TEMPORARY CLOSURE OF S/8 LEFT TURAI LAAIE OA/ NEWPORT 8&.VD. REMOVE PARK/AIG METER AAID RE/A/STALL AT ULT/MATE LOCAT/OAI. REMOVE PARK/AIG METER AAID REMOVE FOUAIDAT/OA/. SEE SIIEET CS-/ FOR PEDcSTR/AAI RESTR/CT/OAI OAI EAST S/Dc OF NEWPORT 8LVD. A/ORT/I OF VIA L/DO DUR/AIG STAGE ff COAISTRUCT/OAI. REMOVE AAID CONSTRUCT Ct/R8ED MED/AA/ 8Y SINGLE LAAIE CLO.St/Re DUR/A/G STAGE£ AAID ff COAISTRUCT/OAI. /A/STALL K-RA/L W/TII 4'-0" GUARD SCREEN AAID FLEX/8LE CLEAR REFLECT/VE MARKERS (eO' C-C). GUARD SCREEAI TO 8E /A/STALLED OA/ TOP OF K-RA/L (SEE DETA/LS A,8,C, t; D, SllcET SC-e3). ~ -BEMOVE EX/STIAIG .A.C~ D7Kc.£ROMS.TL(//.4_f.9.0 TONORZIIEO~E 0£.B~/L2GEOECK.BY SINGLE-·zANE CLOSt/RE,A5 OIRECTEfJ BY EAIG!AIEEA"., PER CAL TRANS STD-PLANE/I (SEES/IT. L-4 (L-7) EX/ST/AIG COVERED PARKING METER. Alt/M8ER / LAAIE /Al EACII DIRcCT/OAI SIIALL 8E CLOSED 8Y SINGLE LAAIE CLOSURE (PER CALTRAAIS STD. PLAAI T-//) FOR COAISTRUCT/OA/ OF Ct/R8ED MED/AA/. IA/STALL K-RA/L W/TII Al-3 MARKERS AT .S' O.C.. Al-3 MARKERS SI/ALL FACE OA/-COM/AIG TRAFF/C. COAISTRUCT/OA/ SHALL 8E PERFORMED /Al TIIE S/8 TIIROUGII TRAVEL LAA/ES OR IAITERSECT/OAI 8ETWEEAI TIIE IIOORS OF e/00 AAID 0600 OAILY. ALL TRAFF/C CONTROL DEV/CES W/TII/AI Tl/ESE WORK AREAS cillALL 8E REMOVED AAID TIIE WORK AREA SIIALL 8E PLATED 8ETWEEAI TIIE HOURS OF 0600 AAID e/00. COVER-EX /ST/ AIG S/GAI. . . INSTALL PER CRASH COSHION Q€TAIL, CASE I (SEE SHEET 5C-Z.3). l?,4/6'EO ME0/,4N tJR ,4.C.OIKE (45 AltJTEO) TtJ-8£ CON:STRI/CT.EL:J V/.4 5//1/CLE L'.4/1/£ CLtJ5.t/Re6 ( PER CdLTR.4/1/5 6'TO. /7L4N T-/1). 5EE_.5#_Z:_L-#. ___________ . AIOAI-STAAIDARD Al38RcVIATIOAIS O.C. -OA/ CENTER A//B -AIORTll80UAID E/B -EAST80UAID S/B -SOUTIIBOUAID W/B -WEST80UA/D CB -CURB ---5N5 -STREET7ol.,l/#/E--:57GI./ DETAIL "£" t ~ ) I . >· --I I I I I I FORM DC-OE-92-PF (REV. 1 /86) " ""'-' FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I 1 I . DIST. COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS le Ora 55 0.0/0.3 45 123 REGISTERED CIVIL ENGINEER TRAFFIC ENGINEERING CONSUL TAN TS (714) 852-8616 ;-FAX (714) 852-8857 7000.,,.,,/689 GcA/cRAL AIOTcS: . . A. ALL TRAFFIC COA/TROL WORK rOR COA/STRt/CT/OA/ SHALL COA/rORM TO CALTRAA/S "MANUAL Or TRAFF/C COA/TROLS,"(t.ATEST E£J/TION),CALTRAA/S STANDARD SPEC/r/CAT/OA/S AA.ID STANDARD PLAAIS, DATED JAA/. /988, AA.ID THE SPEC/AL PROV/S/OA/S. B. ALL LAA/ES SHALL BE MAIA/TA/A/ED AT ALL TIMES BETWEEA/ TIIE I/OURS Or 0600 -0900 AA.ID /500 -/800 OAI WEEK DAYS. LAA.IE CLOSURES SI/ALL BE AS A/OTED OA/ TIIE PLAAIS OR AS D/RECTED BY EAIGIA/EER. C. SIA/GLE LANE _CZVSVRE TRArF/C CONTROL :SHALL. COA/FORM TO CALTRAA/S STANDARD PLAAI A/o. T-/0, ORT-//. D. Tl/ESE TRAFFIC COA/TROL PLAAIS SI/OW TRAFF/C CONTROL DEVICES FOR LOAIG TERM TRAFF/C COA/TROL FOR COA/STRUCT/OA/ LIMITS SHOWA/. IT /S THE CONTRACTORS RESPOAISIB/L/TY TO COA/rORM TO SHORT TERM TRAFF/C CONTROL /A/ ACCORDANCE W/TII CALTRAA/S "MANUAL Or __ £RAFFIC COA/TROL.51 AND TIIE SPECMIL PR0.11'.!SfQJ,/S. E. BLANK. r. S/GAI/AIG AAID STR/P/A/G SI/ALL COA/FORM TO CALTRAA/S LATEST "TRAFF/C MAAIUAL," JAA/. /988 STANDARD PLAAIS AcO (A-CJ ~ Ac4-(A-D) J STANDARD SPEC/FICATI/OA/S, AA.ID TIIE SPEC/AL PROV/SIOA/$. G. £.)(ACT LOCAT/OA/ AA.ID TYPE Or COAISTRUCT/OAI $/GAi (Cc7, 030, OR C3/A) SHALL BE AS D/RECTED. 8Y EAIGIA/EER, BASED OA/ COAISTRUCT/OAI COAIDIT/OA/S. II. COAISTRUCT/OAI TRUCK TRAFF/C MERG/AIG /A/TO TRAFFIC LAA/ES SHALL BE 8Y USE Or FLAGMEA/ /, J. K. L . 2 I AA.ID APPROPR/ATE $/GAi.AGE AS D/RECTED BY EA/G/A/EER. USE ·AA.ID PLACEMENT Or F~ASII/AIG ARROW S/G/v'(S) SI/ALL 8E D/RECTED BY ENG/A/EER. COA/TRACTOR MAY USE PRErA8R/CATED REMOVEABLE DETQOR STR/P/A/G TAPE, PAVEMEA/T MARK/A/GS, AAID RA/SED MARKERS WI/ERE SI/ORT TERM USE WILL OCCUR (c4 I/OURS OR LESS). WARNING L/GIITS SHALL BE U5ED WHERE DIRECTED BY EA/G/A/EER. TRAFF/C COA/ES FOR Al/GI/TT/ME USE SI/ALL BE IA/TERA/ALLY /LLUM/AIATED OR BE PROVIDED WIT/I /3" REFLECTIVE S/LVER WHITE SLEEVE. 3 ' STAGE CONSTRUCTION· TRAFFIC HANDLING PLAN PAVEMENT DELINEATION/SIGN PLAN • GENERAL NOTES AND DETAILS -· 1 SC-:-2 cu 12207. EA 018-79/ ' ' ' ' ' I .? :ii 9 " C, C > 0 I I I I I I I I I I I " 0 c, 0 0 " 0 , rn " 0 0 < z < C ;: 0 -C " t 0 ~ c, , > " I I I I I ' I I -I I I I I -C ,. u ~ 0 ~ ' ~ C z a C e C f. " 0 s a 0 ' C, r. > " I I I I I I I I . I I 0 C rn 0 ~-0 a rn 0 0 s ~ z ~ C < i ci ! '" "' .. "' 0 0 ,-.. i . ~ z JTI CJ > C ~ □ C, " ,, " <; z I □ 6 CJ 0 0 " □ C, 9 u 2 . :fl < z JTI CJ > C ~ □ 0 z jS ~ ~ ~ .... llril c,, ~ <; z I □ r 0 0 □ C, TI 0 " ?, 0 z . 5 5 z .rn 0 > '" 0 ~ z jS ~ \;: z I □ -□ CJ □ C, " □ C, 1'i B z -C: ~ rn m JJ 0 JJ ~ z GJ z C: $ rn m JJ ) ! 0 JJ ~ <'. z GJ z C: ~ rn S9 0 JJ ~ z GJ ~ I " ' " "' • L,,i X - X , X X NOTES Tl-I/$ SJ./EET: >-Cl) Ci w rJJ > UJ a: WC> I-0\ <( I Ci Ill ~ ~ ">-@m 1-o <( UJ ....I z => (!} U-....I rJJ <( w UCi z Cl ~ ce I-CC Cl CL. 0 z cc cc I- ll. Cl 1-z w :ii:: I-CC cc CL. w Cl . ~ 0 [I] ~ 0 @] 0 I [z] Ci w rJJ > w a: w I-<( Ci ~ l fl'\ ~ ~ >-Cl) Ci UJ :.:: u UJ J: u SEE ..SIIEET CS-I FORM DC-OE-90-PF (REV. 1/86) 00394« I EXISTING TO REMAIN. FOR GENERAL N07ES ANO OE7AILS SEE SHEET SC·/ 6-SC-2. SANOBLAST CONFUCTINO EXIST/NO 677<'/PINO, LEGENO,ANO ARROWS, EXCEPT AS NOTED 7ZJ REMAIN. REMOVE RA/5£0 PAVEMENT MARKERS WHERE NECESSARY. RELOCA7E SIGN ONTO NEW POST, STK'E£TLl6HT7 OR EX/ST/#4 S/lJ/C/At:., AS ,</OT6LJ. £NS7ALL NEW SIGN ANO POST. REMOVE Slt5N ANO POST AS NOTEO. PAINT STRIPINv, L.£6£/11O, ARRO&/S, A,</lJJNSTALL RA/SEO PAVEMENT MARKERS PER CALTRANS 0£TAll5 A#D 6EN£RAl NOlES. PLACE OR INS7ALL CON,ST,l?UCTION TRA,C-FIC CONTROL SIGNS, BARRICADES, CONES. R..AG7l<E£., O.R FLASH/NO ARROW Sl&N., A5 NOTE.O. SEE 7VPIC4L OEL/1\/EATOR D.ET-4/L, S.f.fT. SC-2. C /TY IIAi.L. PARK/11/t; LOT f ';\ ~ I i I ~ ' 7 5' o.c. 7 10'0.C. CITY C't:Jl/#C'IL C'flAAI/BEl?S CITY H4LL I I I , I. . I • ~ " n 11 " " ----__ o __ --ACo+JCL----0-__ __,.l,++J'+-c ___ o __ -,,4,ov,q..Olo __ • • • -.-i -~: • L • • -Lf • • _j ,';-• t t. --1 L • • ..L ·• _/' ~/ , ST,46E I CONSTRUCTION I I 0 \ OEV!IL 21 I I "' -~ . .. \_f :j: .J L • • -_J • • • • - ' I ' ' ' . .. 0 0 . 3zNo. 5TREET t.EGENO "'212/VVV' RED CURB o PARKING METER r T 7 EXISTING PARALLEL PARKIN6 ST,4LL FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I I 1 I ' 2 I • ~l ' I \ ,,:,Y/5T BOG L l'iJLICE 5T.4T/ON A V • • • • • --r ' . Owy : : 0 3 I - E -. M 0 .. ~ -- DET/1/L I 7 !0'C-C R-1 E J... • 7 TYPE .II dJ 50 '0.C. C30 Cll 100 'QC.. • ---., . "" . 0 ----- ALLEY DIST. COUNTY ROUTE POST MILES SHEET •TOT AL TOTAL PROJECT NO. SHEETS 12 ora 65 ao/a3 46 123 s:, ~iOfESS/0~ § I-IILBER"[__~ !J W'lt.LIA/t1 OA '% .., ,., REGISTERED CIVIL ENGINEER "' 1'1417 "' .,_P_LA_N_S_A_P_PR_O_V_A_L _DA_T_E _____ -\\-1< No. ~9-_ 3-0-_-93-JI-_ ExP---~ "" 0 J TRAFFIC ENGINEERING Herman CONSULTANTS Kimme I and Associates (714) 852 • 8616 I I " I .. , . ,, '-nl I I ~, ,3 lllJ.L~J i II V;::::: Vi I::) 1 11 ,- .-s -<. 4' 11 p·. .J_L II ' II r----._ ' lT II~ 0 I II I II~ II ~ ,.. II I" I II I', :: A I: II I --1 FIRE SlATION 87-129/044 ' ' ~ £ DETAIL 21 " =-=-=== ~ ~ ~ V) II~ II j§ STAGE CONSTRUCTION .! Ji 'c;:: TRAFFIC HANDLING PLAN STAGE I SCALE.; I"-= 20° SC-3 cu IZ207 EA 01B7~/ I ' ' ' I i I I I f---' I I I I ' I I -- e s C -C 7 -- - I I I I I . ' ,. / ' , ·1 I I I ----CI )> < C ' < ' ' ·-7 -c, - ,~J) . " i' I ( -~ .SEE Sf/€€7). CS-? FINL.EYAVE. 0 LJ.J >-(/) CD > 0 w LJ.J a: (/) w > f-LJ.J <( a: 0 ~~ ~ °' <( ' ,. OCT) l't) <:) ~ ") ~ '" >->-@ CD CD f-o •------i_;:..._ _______ f <( LJ.J ....J z :::) C, U-....J Cf) <w uo z c:, j:: c:r:: I- CC c:, Cl.. en z c:r:: cc I- "'-c:, 1-z w :5: I- CC c:r:: Cl.. w Cl c:r:: -z a: c:, "'--_, c:r:: C,,) "'-0 0 LJ.J :.:: u LJ.J I u s~ en t 4 ' ' I -----------/ I FORM DC-OE-92-PF (REV. 1/86) uJ11-m I I I I I I I I I I I \ \ \ I r--------- I I \ CITY I-IALL ENTRANCE r cs-1 SE£ Sf/EE _!:,<.~- II I • • • • 4/EtLIPO/i'T f3LVO (S..R. ~~) 0 ' r ' ' -1 •-' ' 0 l', :f:. ' -,- I S Re (30) 4-" x <f" P<'.>S T 0: ~ :1:. '9 ' I _, 1-' ' -)- £X/STIA/G c.a :f: ' -I ' 2 S7:4GEI CONSTRUC TI0/41 l ll NOTE!Jol -f.: 7 C3/A ORCe7 (50'C-C) CZ C5(Ri:orLt:) 2 RI 3 R4/ 4"x4" POST ---------PAPKl,VG ..STALl st NARK/A/GS z. JOIN EXISTIIJG -:: ..TOilJ EXI.ST//4/G ,· ----- STAGE I C0/4/..5 TRUC T/0,V T/-1/S SHEET: cX/ST/A/G TORcMA/N. -- Dwy _1 ' EXISTIIJG CB I I I I I I I @] [TI [fil [fil ~ @] FOR 0ENER.4L NOTES .4N.O L)£77l/LS' .SE€ SHEET. sc-1¢sc-e.. SAA/.OBU?ST CGVFL/C.17NG €.K/S'T/A.IG STR /P/A/G;, LEG€A/D2 AUlJ .41'?-ROIVS? E-t'CEPT .4.S NO?cO 7V REMA/A/. REMOtrE .R.4/SEO P-4//€Mc.N'T MARKERS a/.HERE A/ECESS'.4RY. !1'£,Wt!VE P,4RKIN<' MDER I R'5U>9 VE /f;l',IV£UTl7' ~ [z] @] RELOC/9TE SIGA/ OA./TO A/et,l,/ POST, S'TREc:TLIGH0 OR £XIST/.,l/4-S/ejA/,4L 7 ,4S N'OTC:D. /A.IST;tJLL N'!:a.J .5'/GA./ ,4A/..O r=t,ST. REMO//E S'/GA./ .4A/,D POST .-?S /4/0760. PAl/4/T STR/P/AI€., LEGEN.O, ARM'Oa/S, ,4,,(/,D /A/.5n1LC.. R,;t1/$ED ,,0.41,/EA,,/BVT A4'4R-kFRS' PER C..-;,e,.77.:"',<9.IV..:,· .D£T.4/LS A/f/.0 GENERA'.:::'.. .A/OTeS'- PL.4CE OR /AISTA<'.'.C.. COA/STRtlCT/OA/ TR,4FF/C CONTROC.. S'/GNSj L5r?RR/C/7.0ES,, COMES', r,646 77?EE J OR F<'.'..4S,4'/A/G ARROal S'/G,.V, .4S A/OTEO-6EE T'yP/C;<:JL ,OEC./t1.J€,<JTOFf' OEm/(__ , RELOC,,;TE Ph'RK/A/G /WETER PO.ST .PER C'/TY OF /VEU"/9'.::/A?T ,BEACH S'?h7N.D,4.RD OR.4tL//iVG5 912 -L ~ z'/<a -L . COVER METERS tJITfl .dORLAP MATERIAL. ..sHT. ac-2. ~ R£MOVc Mc.DIAAI .BY SllvGlE lA,VE CLO.SORES AS DIRECTED 8Y .€..V6/NEE.R, PER CALTRA.115 STO. PLAN T-1/ AN£) .51/EET L.-2. ltol SEE TRAFFIC SIGA/Al HO.Dir/CAT/ON PlAt<.IS E-4-At<.I.D STREET /.IGHT/NG PLANS E-11 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES a 1 2 3 I I I I I I I DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO .SHEETS 12 Ora 55 0.0/0.3 47 123 1/~\\GffSSI0!)l//t #;;i ~ 1/~; M'/tBcRT t, REGISTERED CIVIL ENGINEER f t1 (///((/Alf .Oic-f'S. i ----,---c-:=--:,-,,---c,....,-c=------I~ 19-1-17 s:;) PLANS APPROVAL DATE I No • .:.....:._-'-'--'-- \• Exp 9-30-93 1) (714) 852 -8616 ' \, .;;,. ,. CIVIL / :,...~ Herman • -11r_ 0~ -:fuii~':> Kimmel and Associates , Inc. I I I I I I I y 18 C/8 ---( I I I --- ---- /OS -\------ ----------- --,----- / I I I I I I I I ' I I I I I I I I I cXISTIIJG CB I I cu I I I I , I I I I I I I I I I I I I I I I STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE I SCALE: I 11 = 201 SC-4 /2207 EA 01879/ ' X X X " >-[l) 0 w (/) > w a: w <:::> I-°' <, om ~ o>-w [l) I-0 <w _Jz ::i Cl U- _J (/) <w uo z 0 j:: < I- CC 0 Cl.I v.11 z, < cc, 1-j u.. 0 1-z LI.I :!E I-CC < Cl. LI.I Cl < -z cc 0 u.. -...I < t.:i u.. Cl 0 w (/) > w a: w I-< 0 ~ er, II') ~ :::i::: >-[l) 0 w :,,: u w I (.) LI.I ~ I-< I-Cl) t -------- 110 lli--------,: Llf:lq,u \ __ -__ c-:_,_ \ \ -\-- \ ,\ I \ \ \ < \ \ \ I A \ '-, \ ( I I \ NOTE': ST/?GE .I ,,q: CONSTRUCT INTERIM /3IKEP/?Th" PR/OR TO REMOV,4C OF EY/S77'AIG B/KEP.4T,"I' r'?ND CON'$TR!.ICT/ON OF UL77'MA'TE 81 KE P/?T/-1. A/OTES T#/5 SNEE7: EXIST/NG TO REMA/A.I. FOR GeNERAL NOTES ..ON.0 .. a:::7;:l/L'5 See S#ccT SC-J ( SC'-2. \ \ , ~'N4I ~I E06E OF ~106E. //2 .5.4NLJBL,45T Q:'.),VFUCT/NG eX/5T/,VG STR/..0/A/G', t:.E6€A.JO, AAID4R/fOCL/5,. EXCEPT AS AA:?TE.O TO ~,4/A/. ~OVc R,<l/550 ,,q,:ov&rJGVT M4Rl\""&?5 C<./NeRE NECE.SS<?RY. 1'?€LLX-4TE S/G,U 7V NELL) A:::lST,, ST.REET t:.IGA/T, ~ £X/-S77/U6 S/G/U..4L" AS UOT£.0. /AISmLL. A/Ea.I S/6,U ,4{J.Q tc05T. ~DVE -S/GA..J M./.0 ~7; 4:5 A/OTECJ. P,4/A../T .577?/P/A/6, C.8$EN.0~ A/?-"POV.S, A/VD //f./S?ZJLL. ,R,<J/SE,CJ ,,.Q(/V0J46VT MARKc~ .-9::'"R C4L.T~6 ,O&T,4/LS AA/D 6BVE'~L. NOTE6. (1] RACE O"f' /A/STALL. CVNST..RUCT/0,V T/f'AFF/C C01/T~ 5/6-N:5, .d<1~R/C4.0E..S:,CtW'C:S, FLAG TR.:5!:, O"? FL/475,.<;l'/A/G 4RRClCLJ S/~,</ , AS A/OTE'.c:J. SE£ 7"vP,C,<l<:'.. .oc-~,,usqroR ,OET,<J/C.., .SNT. Sc-z. [2Z] 7ch?..OORI0'9Y 8/Kc (,4,-Uc CLOSlJRc ( FOt9 COAJ:5T~CT/O/U a,=-AJcC:.U .61Kc tCkJTH). ~ 6/AIGLE' L4Alc CL.CJSURc JCl:=R C4L77?4,U5 5T.O. /C>L<J,{,I T-//. ~ cP0XY OELIA/EAT0R AD.JACENT TO DETAIL 21 ) ) -(\J 13CXJLeVA'90 E.XJ,.;,T. A,C 01 KE .R. 55) ----- DIST 12 COUNTY ROUTE POST MILES TOTAL PROJECT ora 55 ao o.3 REGISTERED CIVIL ENGINEER SHEET TOTAL NO SHEETS 48 123 '2 FOR C°"-1-ST. OF 'RAM~ E.i--JTRANC.E _____..----->-"-._ -(\J SE'.E: SHEET C S-1 STP...GE. I. COt.JST'RUCTIOt.J .SEE SllcET C:.-5 I ~~ ~~~ ~~ ~--- ~ ~R~<o " " "-' ' "-" " ' "-' "-' ' ~----------~ ' STAGE I COt-JSTRUCTI ON SIIEET L-5 ' ' ' ' ' ' ' \ \ J' NEWPORT BLVD 1 COSTA MESA -+ (D(EXTG-8) ~~'<".(o\ ·I EXIST CURS ,d O,C. (TYf'J -~ - \ \ \ \ \ \ \ \ I \ \ \ \ \ \ •, \ . \ 1' •' I \ \E \OET.O.IL -ZI JOl"-1 E.X.IST. \ \ \ ' \ \ \ RAMP CtOStlRE C,4!.Tl?ANS STD, Pt.Al'/ T-14 (SEE SIIEET SC-23) ,, ,, I\ \\ 1\ ~ ii ii ii i\ \ ,, \ \ ' ' \ '1 \ \ \ \ \ \ \ \ \ I \ \ I \ \ \ \ I \ \ I \ \ ,, '--------------------7 \ \ \ 0 1 2 3 I ------ I -----------------L----------- St.OPE AND DRA7/NA'GE E'4SEMENT "AS BUILT" (BY W8S) r::::l5"WHITE' TO L=J REMA.IN [2] Cc (":;r,,," )( c4") ' STAGE CONSTRUCTION '\ \ 1., STAGE I SCALE: I",. 20' SC-5 • ' \ \ ' I ,,,etf e. .s se. cs·' FOAM DC-OE-92-PF (REV. 1/86) •11-..,.,.. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHEcS cu 12207 EA 01879/ / • " • " " ' ' ' ' --- . . . , X ROADSIDE . . . . STAGE I POST DATA ROAD-ROADSIDE DETAIL PLAN REMOVI SIGN RELOCATE SIGN PANEL SIZE LENGTH H SPAN SIDE SIGN STRAP & ROADSIDE SHEET CODE SIGN SIGN 2 POST SADDLE NO. SIZE 1 POST BRACKET SIGN METHOD EA EA EA EA EA SC-4 I RZ(30) 36"x45' 4"x 4" 14.2.5' 7· I I . 0 RI 36" w 2 If ,, /6.5' I >-Cf) 4 X4 7' I m > 1?41 30"/(36" I 0 w w a: Cf) w > f-w <t a: p X LL (:'.) 0 ~~ 0\ • 0 IY) l'I) ~ ~ ~ 0 >->-wm m f-o 0 <i:w w ....Jz :.:: .:J c:, u u -_J Cf) w <l'. w I U 0 u -. . . . ~ ~ X· ~-~ ~ tli I ~ ::s: I::) ~ --~ .. ~ I~ " ~ ~ ~ ~ .. ' . z 0 -I-< I-a: 0 )< 0.. Cl) z < a:· I- u.. 0 I-z w :E: I-a: < . 0.. w Cl • . . . < -..SNEET TOTA~.S z 3 . z a: 0 ' ' . ' u.. -...I < t..) s u.. X 0 ~ . . . . w I-< I-. . . Cl) dP . . FOR REDUCED PLANS FC•A~• DG-OE-92-PF (REV. 1.'86) ,1, ,...:, ORIGINAL SCALE IS IN INCHES . -- . SIGNS . - . NOTES: 1 . "H"· DIMENSION• VERTICAL CLEARANCE 2. "SPAN" = POST SPACING. 3. POST.S SHAl.l. BE IN.STAt.t.cO PER . . - . . . . "AS BUILT" . (BY W8S) - D 1 2 3 I . ' I ' . POc,T MILES SHEET TOTAL DIST CO.UNTY ROUTE TOTAL PROJECT NO SHEETS 12 OJ-Q ss ---ao/a3 49 123 -- . fukt/p)dl_.~~ ~-- /2 ~GfESS!Otv,4{ REGISTERED CIVIL ENGINEER ~ ?.i IC,-, NIL.SERT % 12; Wll.l./"1M D/eKS ~ . /~ No. /94/7 ,;; . PLANS APPROVAL DATE « E 9-30-93,, *1,___ xp. /) Herman .J',, c1v1L /4'>. Kimmel and Associates '-!~1____!!!___S!.-0t'W . BETWEEN BOTTOM OF SIGN TO EXISTING GRADE. STAIVOARO PL,4/V.S .5'4/-3✓ .S4.E'-/S, ~ S44-7. . . . . . ' . . . . SIGN QUANTITIES . SC-.6 . .• ... -l ,' ,,-,: -. cu 12207 EA 01879/ , - ~ i I 0 0 f e C .. C •· C 1 . ~ n 0 _;J 0 n • rn < z C " rn 'd rn ~ 0 > " " 8 " u 5 rn ' z C s R co rn ~ 0 > ~ , \; z I 0 r 0 0 D " -, 0 " ,a u z . 'jj ,; z !" 0 0-C 7 0 co z ~ ~ \; z I 0 r 0 0 0 ~ "' 0 co !'i a z . jj ,; z rn 0 ,, C ~ 0 co z j:; ) ~ ~ ' ) ' .... ul z C :5'. [lJ ITT JJ 0 JJ ~ z G) z C :5'. [lJ ITT JJ 0 JJ ~ z G) z C :5'. [lJ ITT JJ □ JJ ~ z G) ~ I "' • " ~ I I,,, ' X X X X >-co 0 w Cl) > w a: ~~ <( ' ol<) ~ " >-@co r-o <( w _J z =, (!) U-_J Cl) <( w 00 z Q -I-C I-= Q 1:1.. en z C = I- L&. Q 1-z w ~ I-= C 1:1.. ::!:I C -z = Q L&. --' C (.) L&. Q 0 w Cl) > w a:: w ~ 0 ~ k) ~ ~ >-co 0 w ~ 0 w J: 0 w ~ I-C I-en t LcGEA/LJ -N-= /?,z.o' Cu.,,.,6 " 6\ h.,. ~ ~ lli V) \ \ (} "' --- r SEE TRAFF/C---_,. S/GA/At. ~AA/ SH'EET E-1 + 7 ' \ \ I I \ \ ' I I \ I I --------,, I I \ NOTES TI-//S S/.IEET: [I] [I] [f] ~ @] rm ~ II] §1 ~ ~ EXIST/NG TV REMA/A/, FOR GENERAL MOT€S A.N'.O 0€TA/LS SEE SHEET ,sc-1 "F' sc-z_ • SANDl3c.AST CONFt.lCT/NG EXIST/A/6 S'T.R'IP/N'0, l€G~NP,, /JN',O tCJffl'f'O'!j EYC€PT 4S NO?Z:D TO REM,4/.,V, REMOVE R.4/SED P-41/eMEA./T MARKG'RS a/NcR&' UE"CF,:fS'4RV- REt.OC4TE S'/G;(/ Of/To A/cal ,,00S/,} STREET C./GHT, O.R eXl,5TltU6 8/61(/t<J(., tl-5 rC,07c:0 _ /A/S'TAt.C. A/Eal 5'/G/41' ,4,</,0 POST.~ /NST.4Lt.. S'/GA/ ON G~IST ..COST OR P~c.€ ,4S .,vorE,D. REMOV&' $/GN ,4,,UD POST ,4S A/OTEZJ. P-4/A/T STR/P/N'G_, t.€?:le/..0~ ,.;>ri'~OS ~ 4tVO /A/Smt..L ,R.4/SED .P,4VEU€A/T NIARK'ERS PER C4t.TR,4NS LJ€T.4/LS ,4,vD 0E/../ER4L A/OTES. Pt.ACE OR /t</S'T/!li:.L CON'STRt.lCl70A/ TR/lFF/C C~ S/GN'S, .8/lRR/C.4,DES; C0/4/ES, /=C,46 TR€£,; OR Fc.4S'#/A/0 AR~ .:S/GN',1 ,t:15' A/OTELJ. ,5',!:c TYA'C<JL C€UtU€JqTOR-OCTt<J/L? SHT. .sc.-z. MA/A/TA'/M P€DESTR/.4N ACCESS Dl/R/NG STAGE£ f.ff COA/S'TRt..lCT/ON. REMOVE TVPE E 3 Ct/RBED MED/AN Dt..lR/A/G A/OA./-PG1K h'OVRS' ..4'Al'.0 ,BY S/NGCE C.AA/~ C('.'.OSO.RE PR/OR 7V ST.4GE ..II RESTR/P/N(:}, (SEE SHEET L-1) COVER EXIS77N'G PARK/IVG METER IJITII BURLAP MATER/Al . FORM DC-OE-90-PF (REV. 1/86) 8639444 I I ' ' I I 72 w \ I I \ \ 8' / / / / ' ·• ' / / / / ---- , / / / / / / / / / / R t,J [2] s'c-c ii Ii II II II II II II II II ------ 9(/1 • / NEWPORT PIER-+ @ t BALBOA PIER Ct 50' A/c«JPOl'?T tf CX/STCB 5 5 GGO Ci ~ c'-GCbO -- 3 14 :-- ; ) BOOl.EVA/90 () 6 5 0,C.T.D R4'7 ·t DETAILB EKJST/A/0 SID€ a/;QLK 3 R9c;, (TO Ne@ SIGNAL) R'1<o8 POLE. / / Public ·~\," Parking / / ,,-F---t------1 '------II----- / / / FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 6 CS-/ 1 2 3 ''AS BUILT" (BY W8S) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO SHEETS le Ora 55 ao/a3 50 123 REGISTERED CIVIL ENGINEER I 4 RcG (s) 2 PARKII.JC, '2.TtlLL MARl<rW<:;5 !7YPICAL) - --- 7 C.30 o;C.e'7 50'C•C •:j: DETAILZ8 + --- Q _j L - :;I: STAGE .ll CO.A/S'T.R OCT/Ot</ _j STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE I[ SCALE: I" = 20' SC-7 cu 12207 EA 01879/ .... "' UI X X X X >--[O Cl w r/) > w a: w ~ I-0-. <I: ' Cl I\') ~ ·--.__ Cl >--wen I-Cl <I: w __J z :::, (!l ()_ __J (/) <I: w 00 z 0 j:: ci:: I-CC Cl ~ en z ci:: a::: I- LL. 0 1-z w == l-a::: ci:: ~ w Cl ci:: -z a: Cl LL. :::i ci:: c., LL. Cl w I-ci:: I-en Cl w Cl) > w a: w ~ Cl ~ ' fl) ~ 0 " 0 ' • ~ 0 0 >--ID l-+ Cl IJJ G) w :,::: WO) u I w I.fl • I () IJ.I<{ w I- I.fl If) SEE 81/eET CS-I FINLEY AVE. # SEE TRAFRC SIGA/4L ~-PL/4'N S#€€T c-4 0 DETAIL :?8 I COVER //1ETE,(' 2 Dwy :... I ----------' I f I I , , f ' 5 I 10' 11 10' s' II II 1, ,, ' " ,, ,, fl II ,, ,1 II ff " ----- f TYPE .IY(L) I Ji;;;;;i:::Q:;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;==¥"b==:===::l----/-, --~[7 <o ,-__ [2J z.s'c-c ----- ' r. 5 GC,,O ~~ _t 2 :-, 5TACE JI ex1sr cuRa CONSTRrJCTION ~ e-G,E,O ~ DET/1/L e / -....:./ , I I I I , , 12" 4/HITE I [I) s'cc EXIST ca R2b(S) I 4'' Sot:io ,--------- I ~ I ' ---------- N-- 8' JO/N EXIST. CB .TOIN €)(/ST. -•-"v---10>--"y--- A.IE«J/OOHr 8001.EVAl'?D Re(30) Rc'G(S) ( .S.I'?. 55) 2 ' E O.C.T.D. (CO~R€.O) 14 Re,;i,(S) e, Dtuy 1 ----------r-- a_p ,---' EX/STCVR8 I EXIS77A/G 510€,:;LJALK ST.4G€ ll CONSTRVC770N ---------- Dtuy ---------------------- ~---~----------_________________ ' f"ARXING .STAL!. 5 (TYPICAL) NOTES T/-115 SI-IEET: @ [II 0 ~ [±] @] [f] [2] ~ ~ ~ [2!] @I EX'ISTl,VG TO REMA/A/. FOR GE,</€RA.C. #OTES 4NO OETA/LS' SE€ S'HcET SC-I$ 5C-2 . SAAIOBLAS'T CO,VF.C./C77A/G €.Y/.S'T//41"0 STR/P/NG_, .C.EGt!:MD_., AA/0 ARRC)r:;OS, EXCEPT /lS' A/OTEO TO REMA/A/. REMOVE RA/S'ELJ P/lVEMENT MARKERS' a/HERE A/ECES'5'/lRY. RE.C.OC.4TE S'/GA/ OA/70 /VetV POST, STREET .C./GAIT; OR EX/ST/I.I& S'/6',</,4{.~ .4S N'OT£0. INSTALL /1/EW S/GA/ AND Posr. l!4 J INST.4LC.. S/~AJ OA.J E::<IST POST or'? POC..c .,qs AJOTEO_ REMOl/E S/GA/ .4A/.O .A::?..57; ,45' A/07c"".D, P,4/A/T S?M'/P/NG, C.EGENLJ7 AR/?OU.5, ,4,(/LJ /A/S'mC.L RA/560 P4//€MENT /l,,tARKE.RS' ~R CA~A'A/S ,0£7,4/L.S AND GENER/IC.. NO TES. Pl/ICE OR /A/S'TALL COA/S'TRtl'C770N 77?/lFF/C CO#TROL S/G.A/'5'_, BA'R/r>/CA,0€..S, C'OA/cS, FL,,e/($ TREE;, OR rLASh'/A/G ARROco ..S/q,!/ ., ,,c;s NOTED. -565 TyP/o<I<::. ,C>t;:c./,ua<Jrorr -<.JS,~1c., sn1r. sc-z. M.4/A/T/l/A/ PEOESTR/,"'7A/ A'CCc:5'5 .OUR/NG ST-4~ I ,;!.ZZ C'OA/S7RUC770,,V. REMOVE TYPE ,8 3 C'OR.8€0 ME.0/AA./ DOR/N'G /f./OA/-PEAK' #OVR .4ND BY S/A/tSC.€ 64A/E C<:::OSURG PRIOR TO S'TA0E ..ZZ-RESTR/P/A'/G, {SEE .SIIEET L-2). REMOVE A.C. P-4//EA,,?E,VT r?A/0 COUSTROCT A/~tt/ P-4£/EME.A/T(?ER eh' T L.-2) REMOVE PARK/,</G METER AAI.O .RE/A/STALL AT t/LTIMATE CCW.D/770/V. R€MOVG PARK1i(IG MGTER AN'D RGMOVc POCJ,UDATIOAJ. "AS ( BY 0 1 2 3 BUILT" W8S) FORM OC-OE-90-PF (REV. 1/86) 36394~' FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES POST MILES SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO SHEETS 12 Ora 55 0.0/0 . .3 51 123 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE '/LIBERT LL/.4,t,/ OIC/(5 ,/94-17 p':?-30-9 TRAFFIC ENGINEERING CIVIL Herman CONS.ULTANTS \ cu Kimmel and Associates OF C~I. ('714) as-z-s<o1 ea '37-129 044 STAGE CONSTRUCTION TRAFFIC HANDLING PLAN 12207 STAGE Il SCALE: 1"=20' SC-8 EA 01879/ ~ I " • ._, " I II X X X X >-m 0 UJ (/) > UJ C: UJ a 1-0\ <( ' on, ~ '-o>-UJ m 1-o <( UJ __J z ~ (.'.) U-__J (/) <(UJ uo z 0 j:: ca: I- CC 0 a.. "' z ca: a: t- u. 0 1-z w == l-a: ca: a.. w Cl ca: -z a: 0 LI. -...I ca: ~ LI. 0 0 UJ (/) > UJ C: UJ I-<( 0 c;:) ~ ~ ~ ~ >-CD 0 UJ ::,:: u UJ I u w i" I-< I-en t SEE TRAFFIC SIGNAL PlAN SHEET £-7 DET,4/L 13 5' 18' DE77IIL eB 3 4 R7 R/7.8 IVEWPORT 8Ll/L:J. (S.R.55)~, ~~,--1$++---.1 ____... 0 0 C() • I l{) \.) r- (l) + ~ (1) ~o 7- <fl ~~ (/) II) 8 1'Wlll7l= P,<JRt<lll/v GT.<JLL.G (TYPIC/lt.} ------ RCto(S) 4 ~ ,f' w r-:--7 RI L=...JR41 RICJA(Cr.) rnRtt ------ I • I I I I I I I I I I I I I I I I I I / eo'c-c 30 7 TEMA C'R4511 C'u'5h'IOAI (8E4.) 4 ------ OETCJIL B R1o(R-t:) , , I I I I I I I I I I I I I I , I I ,f' JOIN EXIST. t(J -Ill 0 ..... f-----ir------,~f----i,------ -, ----- ----/Bo• ---- .STAGE .Z CONSTRtK: T/ON J --------c=x'IS77N6 SI DEW.4LK R i(J EXIST.CURB 7 R9<o ::/ e5'C-C JOIN EXIST-CB C.30 orCc7 (50'C-C) NOTES THIS S/.IEET: SEE ShlEET CS-1 @ QJ 0 []] @] @] ~ GJ ~ ~ rm ~ [5] E)('/$TIA/G TO REM.4/A.I. rOR (3€A/€R4L /VOTcS ,4,VO LJ€7AILS Sr/NOBl.AST Cl7A/FC./C7/Ne EY/STM/6 STR/PING,t:EGENO,A,1/D 4RROt:.vS, EXCEPT.4S N07€D To REMA/N'.RE/1,10//c R.4/S-RJ PA//EMEtVT M4RKERS tuh'ERE A/ECESSrlRY- R€ LOC"'1TE S/6A/ OA/70 A/Eat POST, S'T.Rt=ET C./0h'T, OR £XIST/.-l/q S/&,</AL, AS ,VOTc-0. INST,4L(. NEW Sl(;N ,4ND POST. !14; /,{/577/(.(. S/6,V ON €XIS77,,US 1925T OR J9'.'.J(.E ,45 A.JOTEO_ Re.MOVE S/011/ ,9N.O POST, /IS At07cD. PA/NT sr.-,/P/NG, t'.BSE/I/D1 A.R.RO&S, .4;(/0 /NSTA(.L ~/SED PAf/E,1,?E,</T ,,14-?RKERS P- C;'9C:TRA7NS DET,,f/t.S ,4ND GENERA;;. /VOTES. ~201 RG'MOVG P,QRK/,Uej /WETGCR AIUO .<:?G'MOVE FCXJIUQAT"IOIU /301 INSTALL PER CRASh' C'u'Sh'/.0/V OET/!IL, C.4SE I. SEE SIIEcT SC-23. Pi.ACE OR /NSTA"t.L CVNSTPUCT/ON TRAFF/C a:,,vr~ S/GtVS, B"7RR/C,40E,5', 0?..UcS ~ FLAG 7RE£, OR FLA Shi/NG /2'/al<;Oa.t $/Q,V :, AS NOTED. .55= ,.,.,,,/OQC. =(._/,<.l£:',<l,V~ =nw.:.., •Sr,7: .SC-2. MAIN7AIN PE.OESTR/AN Al'.J::'<SS'S DURING sr,40,: .I ¥ .ff CO.-VSTA='LIC T/0/(/. SE'E SHEET CS-1 FOR Pc£JESTR/,4.-(/ Rc5'77c>/CT70A/ OA./ E-4STS'/Dt"c OF NEUIPORT BLVD. /VOR?H OF V/A L/DO DLIRl;<,/<3 ST.4<SE .ZI Q?NSTRUCT/ON. REMOVE rYPc d.9 CUR.BED A4ED/A'A/ Dt/RIA/G A/0,V-Pc'"A'K HOURS AA/D BV S/A/GLE C.4A/E Ct..OSU.Rt: PR/OR TO S'T,Q<:,E .zr RES'TRIPIA/0. (See Sh'EETL-3). REMOVE /fN.OCO,VSTRLJCT CVR.8€0 ME0/4,v' ,SY S//1/Gc..E L.4NE CcosURc DUR/A/$ ST,1Cj€ .I -p .zr CCWST,%1CT/O,V, (SE!= Sh'EET L-3) /;(/$TALL K-R,q/t_ (U/TH 4/_0H Gtl4RD SCRE€,U ,Q;V.O FLG'X-/.&'.:.E Ct'..G,OR R€Ft'..ECT/VE IVTARKG'RG(Zo'c-c.) GC/A/fD GC'REG'/JTOBG;,1,/GTAt.LGO 0.VTVPOFK-R.LJIL. (.Sec .OET-4/t.S A',13,C, t'.O, .Sh'T. SC-23). ---- lPO' TR "AS ( BY ----- C.30 or Cc7 {IOO'C -C) --.... --.... BUILT" W8S) FORM OC-OE-90-PF (REV. 1 /86J ""l',l,04.4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 48" , I DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS le OrQ 55 o.o/o.3 52 123 i.itJJwr /1),d----9::)-~ REGISTERED CIVIL ENGINEER 0 ~ 1 ~ /I/L8ERT {', 1/J &//LL/AM ~-----·•j -------------1~ --/9417 ;: PLANS APPROVAL DATE No.~~~--1-...;;.-----------------'.\• Exp.'3-.30-93 * 30" '-----, 7 e5 c-c 7 C50 Or Cc7 (5o'C-C} cu TRAFFIC ENGINEERING CIVIL "<- Herman CONSULTANTS 11,J,~-' or c~1. Kimmel and Associates ("114) 8'5'2-B<ol <o ~DET.411'.. 8 ---- -- EDGE OF BRIDGE DECX BRIDGE R,Q/l. 0 CJ /JJ '123 jK-RAIL (SEE DETA'/L'A" SI-IGGT SC-23 ), f LONG BEACH ~ SANTA ANA If) 1------------1 SAN DIEGO /' 0 STAGE CONSTRUCTION TRAFFIC HANDLING PLAN 12207 STAGE II SCALE: I"= 201 SC-9 EA 0/879/ X X • ( >-co 0 w (/J > w a: w \) .... °' <( ' orn <) ~ o>-wCO f---o <( w ..J z => Ci U-..J (/J <Cw uo z Cl -"""' cc """' cc Cl a. 0 z cc cc """' u.. Cl """' z w :& """' cc cc a. w Q cc z cc Cl u.. -...I cc c..:i u.. Cl w """' cc """' 0 w (I) > w a: w .... <( 0 g ' II') ~ ~ >-co 0 w ::.:: u w I u 01 • (J lo 0\0 ' Ii) \.) trj ~~ ~; ~Q ~-~~ <,:, II A SEE SHEET .SC-23, DETAIL A __ ,,-80' TAPER A.Jc(.(J,00/f?r ·a (j0--0-t.c.VA-=--~=o '/2 0 T, p 1dc-c. 7 0 ~,UO 0G77l/L 3& 6G::j/,U 4 '{L)H/ r,,e; '=>TL!GG' _zr Q?NSTRUCT/0,U v,/ITHOUT SCREE/I./ OR MARKERS ( -Sa:= .SHEET -SC::-2.3 1 OEr,<;/L -0) 4 TYPE I-/ DEL/NEATOR Ft<K::ltlJ6 tU/13 TFF/<li:°,""IC 1o'c-c: C ) ) cp eX/677rOS rl.C, -0/«'c SEE SIIEET SC-23 DETAIL C STAGG' ff CO.UGTRucT?OIJ 1----,/L__~- A/07£S 7NIS SNEE'T: I§ [2J ~ ~ fill EXIST/NG TO REM.4/AJ _ FOR GeNE~A<:'.: NOTES ,QA/,0 -O='~/L'5 SEE S/4/EET SC-I/ .sc.-z. · .54N0&45T a::)(/r"UC77NG cX/ST/..uG ST~/tO/A./0, t:EGE"A.JO,l'Jt<./0 ~, cXCt='°T ,45 A.07c",O 7V ~,4/,V. ~OVc ,"Tl<0/5.50 ~~evr M4R,1a,:>6 ~h'€R€ IV€Cc.SS<Q~Y. ~t.CY:4Tc 5/ISl(J 7V ,VELLJ A::l5T, S~T L/GNT, ~ -$'GLJ<IL • ,<JS A.K)Tc,O. /NSnu.L A/t!=a.J S/6,U ,4{,1.0 ,<0$T. I 14 I IN:57ZILL. .:5IGIJ ON EXl6T A:?5T OR POCE 45 AJ07EO. ~Ve 51/6,v M/.O ~r, 4S A/Ore.a. ,q()/A./T S~/,.0/A/6, LE4€A/O, An>ROW5, ,<],V,0 /A/.57Z)£L. ,R,<J/Sc.O ;QqV£1We/T MAl"PKe~ ~~ C4LT~ ,0£TA/LS,4,V,O ~E..e.::1L NOTES. RACE~ /IVGTALL a:::K/ST.RUCT/0,,V 77e4.Fr/C COVT~ 5/6'VS, .a:,~~/CA,O:,S,COVc5, FLAG ~ r£'.,<1SA-'/NG A~~ .S/GtU , AS A/OTE.O. .sas: 7-,.,;0,c.qc_ .o,s-,:.1,(,,IS'<)TQ;? .oET,<J/c_, 6Hr. SC-/. IIJST,(Jc_L fr-Rt<l/L (L)/TH -=; ' -0 N SC/TEE/C..) t</IUO a €-AR R!i:"R-£CT/Vc M...:JRl<G'RS fi.:lL', (ZO 'c-c), GU,41?0 o'C,'n'.Z.tU IIUST10~,0 OU 7oP OF fr'-RIJlt_ ('t;;GG" ,OGT,,t:J/t...G.4, 8, C,f.O GI-IGG"TS SC-23). PG'MOVG GK/GT/,</Cj' A.C. DIKG" .BV GIV(;iLG t...A,UG CZOGUAG, ...09 DIR€CTGD BV E..Uej/.UGG'R PER CALTRAtVS ST/J PtAN T-11. (SEE SHEET L-4). INSTALL PER C'RASII C't/.Sfl/ON lJETA/L1 C,"1SE £. SEE .SIIEET SC-23. 0 2 I 11 11 11 I I I I SLOP€ AND DRAINA'GE EASEMENT "AS (BY BUILT" W8S) FORM DC-OE-92-PF (REV 1/86) .,. ..... FOR REDUCED PL ANS ORIGINAL SCALE IS IN INCHES 3 li Q 0 oJ DIST COUNT, ROUTE POST MILES S>-iEET TOTAL TOT AL PROJEC 1 NO S•1EETS --t---- /2 Ora 55 0.0/0.3 : 53 123 'y~ -~' ( ,' '-~-~-...... - "x., / \t-, > / 1-l I~ \"- REGISTERED CIVIL ENGINEER ·j ( WILLIAM OICJQ.;:(»J \_~ I 1e,417 ',0 PLANS APPROVAL DATE "0 ----/ t-,,-------------~ • \ ';J-'2/\-9.'3 ' * \ E•p ~.-<J~~' TRAFFIC ENGINEERING ,. , / " • 'l Herman CONSULTANTS ;' ·•''' Kimmel and Associates --' . ' \ ' ' \ I I I \ ('1,4 ) 8'::>2-S<ol<D I I \ I I \ \ I \ ' I \ \ \ \ \ \ I I \ I I \ \ \ I \ ' \ \ \ \I ~ \I \\ \\ \\ \ \ \I 1 ,, \I " ,\ ,, \I \ I I I • \ \ 'I., \ \ I I I \ I \ \ I i \\ I \ \ \ \ I \ \ \ \ \ \ \ I \ STAGE CONSTRUCTION TRAFFIC HANDLING PLAN \ I I cu STAGE TI s'cALE: I"= 20' 12207 \ SC-10 EA I ~ "' .,, I ~ ' ' . . . . X . . . . ", - POST DATA ROAD· PLAN REMOVI ' SIGN PANEL SIZE LENGTH H SPAN SIDE SHEET CODE SIGN SIGN NO. SIZE 1 POST NO. EA EA SC· 7 I R-26(5) /2" x/8" <f'x 4" 12' 7' I 0 2 1?26(5) /c"X/8" I LU >-if) Cil > 0 UJ LU a: 3 1196 if) > w I-R96/3 w <( a: 0 4 G60 2 I X 4"x 4" /4' 7' -~ w <:) WRA'lAIG S/t:lv 2 i-o-. °' <( ' ' 0 l'f'i m 0 01~ 5 G 60 I "I: ~~ 0 0.C.TD. I " R47 I 0 >->-wCO co 1-o 0 SC-6 I Rc8S /c."x ft," 4"x 4" 7' <( LU LU /2.' I _j z Y'. ::, ('.} l) c G~O 12.5' I l)_ _j if) w <( LU I 3 C60 12.5' 2 UO l) 4 R 26(5) IE!."x /,8" - . -5 R c6(5) /c''x /tJ" -- (;, R26 I 7 0.C.TO. I ~ !~ ~ 8 Rc6(S) /2"x /8" - X··\S-qj ~ ~-~ ~ • SC-9 I Rc6(S) /2"x /8" 4·x 4" 12' 7' I ~ 2 RI/ -//.5' 5' -~ I -~ -3 R7 c4"x 3d' ~ " 13' r(//o .:.,r..,,")( .:;;JI::, ll] ~ I ~ 4 R/Of/i'li ¥0 '';( /0" /0, 1 .. I 5 R7 c4"x 30' R/ORT 48"><;{," /1.5 I 6 Gc8 G56 14' 7' RZ6 I 7 RI 7' z R4/ /6, I C I-8 RIS I cc I-SC-10 I Rcb I er:: C C. Rc6 I X Cl. Cl) z 3 Rc6 I cc er:: 4 R/-2 4" X 4" /3.5' 7' I I- LL, s WS9 4 11 X 4" //.5' 5' I C I-z w :ii: I-er:: cc Cl. w Cl • . . . cc -. S#ccT TOTALS_=.__ _/5 -14 z -er:: C LL, -t ...I cc (,) J - LL, C ~ . . X w I-cc I-. . Cl) t. . I FORM DC-OE-92-PF .(REV. 1/86) M 1944 -- ' ' , . . . . ROADSIDE SIGN QUANTITIES . STAGE II ' u!5lf{'~L ROADSIDE RELOCATE SIGN STRAP & 2 POST SADDLE ROADSIDE BRACKET SIGN METHOD EA EA EA I I - I I I I I I I I I I . . --12 I . - -. FOR REDUCED PLANS 0 , ORIGINAL SCALE IS IN INCHES : ' I ' - ' . POST MILES SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO SHEETS 12 01-4 ss ao/o.3 54 123 . . . . . ~1'btt.. 77......,., -------~1<.0f£SSiON-4f REGISTERED CIVIL ENGINEER ~ <". % ;;} HILBERT ~ /g WIL.l./'"1M DICKSON i . . • (~ 19417 ~ PL/IN$ APf'RO'1AL :JATF « No. \ Exp. 9-.10-93 * '- Herman \J'_,, cIvIL ,._,,. Kimmel and Associates ~1.1~1:1<1-"' NOTES: 1 . ·"H" DIMENSION• VERTICAL CLEARANCE 'BETWEEN BOTTOM OF SIGN TO EXISTING ·GRADE. 2. "SPAN" = POST SPACING. ..3. POS7S SNAt.t. 8£ /U.S:TA~t.eD PEN ..STAUDA.RD Pt.AUS .S4/-.3, .S4t?-/.S 1 ( .S44-7. -- - DELINEATOR QUANTITY - TYP·E CLASS 1 CLASS 2 ---- P/LT) - -I I -I -- . . . - . . . SIGN QUANTITIES '~AS BUILT" . sc..:I1 (BY W8S) . . ,;: s 2 3 I . I cu 12207 EA 01879/ . -- a I I I . I 1· . - ~ D ~ z " Iii\ ~ ·~ ~ t\i (Ill z C $ (D m . JJ \ I I 0 JJ ~ z G) z C $ OJ m JJ D :0 ~ z G) z C $ OJ m :0 ~ • ~ ~ Ill • I-, X X X X >-::0 Cl .1J (/J > LU 0: ~&. ~'' 0 \'I) i -~ '-::, 0 >- LJ.J Ill i-o ~ UJ ..J z ::> ('.) () -..J Cl) ~ LJ.I 00 z Cl j::: cc 1- c:i::: Cl Cl. Cl) z cc cc I- LL Cl 1-z w :ii: I-CC cc Cl. w Cl cc -z cc Cl LL ::; cc (.,) LL Cl Cl .1J (/) > .1J 0: .1J ,- ~ Cl & ' If)_ . \::\ t >-Ill Cl .1J :.:: () LJ.I I () w I- CC l-e,) dP @ [II [ill ~ @] ~ ~ . [z] ..... • V) \.) ------- 1-..._ ~ ~ ~ ~ ---1\J - ----. (\) -I) 150' TO -e,c..l< • · ,"1 <------ I .f'. 'Ii) I . ' ----- ' I 7,l I c:✓ \ -_______ .,! ___ _\ 7 0 4"tLIII/TE I I NOTES TN/5 SHEET: SEc TRAFRC S/GAl'AL PlA'N SHEET t:-2 · ' 281----_.,. 7 1?4Z E)(ISTIN0 TO REMAIN. /="OR G!!=NERAt.. NOTES ..4'A/.O DETAILS SE€ SH'EeT GC-lf' .sc-z. . S/IA/D8t....4'ST C'OA/R/CT/NG EJ(/ST/tVG STR/P/A/G, c.€GEND,rlitl0 t41'f'n'Oa.JJ c.YCEPT AS A./OTEO n::> REMA/A/. REMOVE RA/SE,O PAVEA/1€NT A4ARKERS' to#ERE NECeS'S,QRY. RELOCATE SIG,</ OA/70 A/Eal ..oosv; Sl'REET LIGHT, OR EX/87/N(b ,6/<SM<JL , t<JS tUOrao. INSTA(L NEW SIGN ,4A/D POST. l14I/N5T,Q((_ S/G,U CW EXl-:3T7A.16 t"'t'.lST OR R:!'.'.E .4SAJOTEO. REMOVE SIGN 4A/D POST; AS' A./OT€0. PAINT STRIP/NG, LEGEND, Afi.ROdJS, fJt!/0 /NSmt:.t.. RA/SELJ P./11/EMcNT MARK€RS' PER CALTR-4#S' .OETA/t:::.:5 ,(lt<.JO GEA/ERA.::'. A/OTES. PLA'CE OR /A/STA<:'.'L CON'S'TRUC170A/ TR,4,-q:;-/C CON~,( S/GA.15"; ·,3<;?RR/CA.OES J C'Q,(lc'S'_, FLAG TREE., OR FC.AS.1-//AIG ,<?R~al S/<S'N 1 /lS' A/OTE'.O· 6€€ TY'P/C.-<JC.... '°""L/~7'0/'r' Clt=Tl'Q/L ~ SNT. ec-Z:. . . S/#6-LE LA,VE CLOSURE Pc/? C'ALT/?A,(/.S S77tl#LJ4/?.0 ,,OLA# T-//. C'Q.(/STRUC770;(/ S#ALL ,Be PEA"FO/?#c.O /,V TAI'£ SOUT#BOt/#,0 ?W~.::r# 7/?AVcL ~.4#£S QR /UTERS£C770U ,d£TUEEU T#£ #Ou"A'S OF c/XI A,</,0 0:i;CO ov~v. ALL T/?Arr/C covr,....pa DEVICES al/TAI'/,,(/ TH'ESE a/OA'K A/?cAS $#ALL ,eJc /?£#0//E,O ,4;(/,0 T//E a/0/?,f" ,4/?EA $#ALL ,6c PLATED ,8cTU£c;(/ T#E ,o/'a,,-/?s Or ~a:, ,tf;(/,0 c/00. ·~ . COVcl"? E%/S77Yt:;, .S/t:;,N'. FORM DC-OE-90-PF (REV. 1/8'6) I I I I • •• = EX1-::,T. RED CU~ -ST,4GEIZI A c8 ~ IC: I . 0 5'C-C GS ( ,SEE ,SIGN@, SHEET SC-7 ). E. R9G /?9GA 7 /0 C,f'ASh' Co'S.L#0/4/5, ( 1400 lbs. OF SAND a:J EACH CUSHION) 7 IOC-C ~, ~~~~~/ -t$++•c_. ii~ iiii--- 85 7 IO'C-C 7 co'c-c 28 8LVO. • ------ •• ---------------==--=----=-----=-=-=---- ----:....-=.... --- I \ I I I I I -----------------.. ---__ :,_ _ I ', ' • 4 R26 ,, ' 11 ' Ii . M' , \I ('""'lt1~ J ,.; (1 " II ,.,.:.,. 11 1 h\ "" ,, I\ \,_~ I .~ " , 10' IC:' I 132N'°ST. Sc£ S#£ET p,0s-1 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 ..------------------ • 4 Rl-c 2 . -----..- ih '° AS BUILT'' (BY was) • ----- DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 1e Ora 55 -~0-0/0.3 55 123 REGISTERED CIVIL ENGINEER ~I\ Of ESSta ,11,4, • ~ /j l{/Ll3€RT ~ i? {(//Lt./Mf Clo.:; °% "-' ,., "' /9417 "" ..,_,;P ... L;..A;;..;N.;.S.;..A;..PP;;..;R.;.;0;..V __ A_L_D_A_TE _____ ~,-f< N~pL.9-"--_""30.!......'-.._ 9-!3-* TRAFFIC ENGINEERING CIVIL :>t- Herman CONSUL TAN TS OF \\\)~~" kimmel and Associates c~1.: ("114).8'52-SColCo e,,-l2"l/044 28 LJE4-a/ S/.6 vt!PER 7 cO'C-C RZta(s) ; ~ TVPE .Z, 1/ ~ PASS R/6h'T 7 eat -c ,ll(OLJE / : 7 C-30 -----------. cu : (/OO'C-C) --- - Dc7?1/L8 8"U/H/TE STAGE CONSTRUCTION . TRAFFIC HANDLING PLAN IZ207 STAGEm: A SCALE' 111 = 20' -- \ . ' • I , , , SC-12 EA ()1879/ I I -0 6 \ UJ z C < OJ m JJ D JJ ~ z GJ z C s OJ m JJ 0 JJ ~ z GJ z C s OJ m JJ ) I I ~ ~.-----, \; z 0 JJ ~ z GJ 7 X X X X >-~ ~ 0 .J.j (J) > .J.j a: ~C< <:t: ' o\t) '\) >-;; 0 >-w:O i-o <:t: uJ ....lz =i (.!J U-....l (J) <:t: w uo z Q -I-< l-a: Q Cl.. Cl:) z < cc I- LL. Q 1-z LL.I :E: I- CC < Cl.. LL.I Cl < -z cc Q LL. -_, < t.:I LL. Q 0 ..u (J) > ..LJ a: ...., ~ <:t: 0 & ' l'() ~ ~ >-co 0 ..LJ ::.::: u uJ I u w ~ I-< I-Cl:) di cm m 0 w @] w lil [z] ...... ' V) \J ------- 1-.._ lli ~ ill ~ R IJ) . ' --- ------<U 150' cO BC.1<.. + ,_ I 0 --__,L,-.--->1..----r 0R2&5 R 'tlJ \ \ \ I ' I \ I \ -, 0 4'tL/HITE--'_,., NOTES THIS SHEET: EX'IST/NG TO REMA/A/, SEE TR,4FRC .5'/GA/4L Pu?N SHEEr G-2 FOR GEA/ERAt.. A/OTES F?NL:J OET/7/L.5' S'EES'H'EET. GC-1£ SC-2. S.4NL),6{..,4,5'T COA/R./C77NG E)(/ST/A.IG STRIP/NG, L€GENO~ 8 rlRROa./., c...1-'CEPT AS NOTED .n::> REMA/N. REMOVE R.4/SE,O PA'VEA/IENT AAARKERS' at#ERE A/ECES'S4RV. REt.OCATE S/G,</OA/TO A/Eal P0.57; S'77?EET L/Gh'T, OR EXIST/Nu Sl&N.4L, AS NOll=O. INSTALL... AIE_W SIGN /!lA/0 POST. l14!IN5T4ll SIG/(_/ O<J_ EXl677A.IG ~T Cl'< ~ .4SAJOTcO. REMOVE SIGN ,LIA.IL) POST; AS ,,VOTED. PA/A/T STRIP/NG, L.EGEA.ILJ, ..-9...VD ARROaJS. /NS'VlLL RA/SEO PAVEMENT MARKERS PER C,,,:JLTRAA/S' LJET.A/t:.5A'A/,O GEA/E~Ac NOTES. PL..-9C€ OR /A/STAt.'C:::: COA/STRUC77'0A/ TRA~/C CON~c· S/GllS', -8-9.R.R/CA.LJES., CONES, .FL.AG TREE, OR FLASH/MG A.R~al S/G'A./ , AS' NOTED-SEE' r'/'F>/C,<;c.. ,0€"L/IU6","17'0rf' CiETt<:J/C.., .S#T-.SC-e. • Sa/6Lc L,4,</c CLOSt/RE .PE.R CALT/?,4.,</5 S'T.4#.0,4.R.O ,,OLA# T-//. C<UIST.RO"C770,l/ S#ALL ,BE ,Pc,.f'FO..-f'#C..O /,,f/ T#E SOt/T#BOt/;(/,0 7.¥~(1# TRAVEL LA,</ES' ·oA' //4/TE.RSEC?.70,</ ,8ETtVcc/(/ T#E #OO"A"S Or c/<X' A,U.0 a.Geo CU/LY. ALL T/?Arr/C COVT/?OL • .OEV/C'E.S a//T#/k' T//ESE 0-'0l'PK A.REAS S.4/ALL. .BE .REMOI/E,O ,4,</,0 T//E tZ/ORA-" ,4.REA S//ALL ,6c PLATE.O -<3ETtVEc,</ T//E h'a:1/.RS OF 0000 ,4,</.0 c/00. COVE.R E%/.S?7,</Cj .S/Cj,</. FORM DC-OE-90-PF (REV. 1/86) SS39-W Q ' \ --- VAR, II II II 11 II II ' I I o e o o 0 0 0 = EXl~T. RED OJR6 jffl 5'cc . . GB(..S£E ..SIGN@, SHEET GC-7 ). \ 1 \ \ >. \--' \ ' ,, I \ , I .._.--,, 1 / I / I / \ I ,, ,I I ~ / I / I ' I I I, ' II I.,~ \I 11 II ('1 11 I ,, aj :J I ,' ,' " \ ' E ;f9G R90A ..J'?)f<fE ff .8 Cat/..J'R.:7C.Pc::?ff AREA· A.leWPO/:;, T 32.-v.05,: Sec S#EET ;O,OS-/ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 ; > 7 IO'C-C 7 cO'C-C 28 E,(/..Q S/,8 7:t!PER ~---t28 7 C..30 7 co'c-c 28 ---- \fl IO II AS BUILT" ,. c BY ·was) • • • ' DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS te Ora 55 0.0/0.3 56 -.. ... . 123 • REGISTERED CIVIL ENGINEER ~ <". ~ /f/LcJ£RT % /J ILI/Lt.l"1MCl~OAI ~ ..., '" "' /941 7 "' 1--:CP_L:A:N:s:A:P:P=-R_o:v:A:L:D:A:T=E_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_---\1\... N~p~.9~-3~0~-~9-l3-* TRAFFIC ENGINEERING Herman CONSULTANTS kimmel and Associates (714) 8'52-BC:..l{o 7 C.30 (/OO'C-C) CIVIL OF C~\. 28 7 cO'C-C ,8E(;/,(/ .5'/8 7Af5ER E R2Gp) Q •• • • • cc5' T,4PE/? AT /S:/ . Ci. cu - § -RJ iv -- B"WH/TE STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGEfil 8 SCA.LE' 111= 201 SC-13 /2207 EA 0187.9/ I I. n C m < ·~ ~ □ m C " 0 ' < z C -;: ' "' " "' " 0 ' ,, rn -" "U \; z I □ r □ " □ en 'D □ en '1 b z . '5 " z !" " > C d ~ z 5 ~ ~ ' "' "" z C :;:· [D m JJ 0 JJ ~ z GJ z C :; [O m JJ \ \ \ I ~ I "' G "-Ill I "" -,c~~~--, o;; z 0 JJ ~ z GJ z C :; [D m JJ ) 0 JJ ~ z GJ X X [,.._ x--)1::-~ ~ ~ c;:i ~ ~ ~ X •X 0 ..u >-(/) :JJ > 0 u..J ..u er: (/) ..u > I- LLJ c( er: 0 ~& & tilr) i It) -~ '-s 0 >- l1J CD I-0 c( l1J ..J z ::J CJ ()_ ..J (fJ c( l1J uo z Cl i== C I- CC Cl Cl.. "" z C cc I-... Cl 1-z w == I-CC C Cl.. w C C -z = Cl ... -_, C (.) ... Cl - -~ ~ >-CD 0 l1J :.:: u LLI J: u ~ ~ IJ ~ " ~ w ~ I- C I-"" dP @ 0 0 [fil @] [ill [@ [z] • I --- ,-... ' V) \,) ---- " lli ~ ~ ~ 150' TO BC..'I<. • + ,_ 1 -- -- 0R21R5 --' [I] DEmlLe? . E 0 4"tLJlf/Tl: --.SEE T.RArfiC .S/GNAL NOTES THIS SHEET: PlANSNcEr G-.Z EX'/S'T/NC3 TO RcMA/A/. FOR GENERAL A/OTES .<?A/.0 OET,4/t..5" S'cE S'/1/EET. GC-/(S~-2 $.4NLJ.8LJQST CONrZ/C7i'NG E)(/ST/IVG STR/P/A/G, LEGEND 6 l"?RRoa/; EYC.€PT AS A,07c0 7V RE"MA/N. REMO//e RA/SE.O P;t?VEMENT A4ARKERS' .VH'cRE NECESSQRY. "RELOCATE 5'/G,</ ONTO Neal P0.57; S'T/?EET L /G,47, OR S/0A/AL ~ ;t?S NOTE.0. /NSTA{L A/EtLJ S/GA/ 4NLJ Posr. j/41/N5ml'.L.StG..u au Ex~77.,ue, 19:'.lST a<? AXE 45,,uo?co. REMOVE S/GN /!l,</.0 POST; AS N'OTE.O . P,4/1,/T STR/P/A/G, t.EGEN.O, AR'.G?0WS ANO-/NSmt..t.. RA/SELJ P-41/EMc/VT MARKERS PcR CALTRAA/S' .OET.4/L5.4A/LJ GEA/E~At..: ;VOTES. PLh'C€ OR /A/Sl'Ai't..:('.'. CONSTRUC770N TR,4,,c;c-/C COA/TA=O,( S/GA/5'_, .d-9RR/CA1.0ES .1 COA/ESj.FL/!1G TREE, OR RASN/NG ,,;.W~al $/GN , /lS' NOTED, 5€.€ ryPIC,<JC.. •. .Gl€'L/,us;<j7'0.fi' C)eT,q/C.. , SNT. -SC-e. FORM DC;OE-90-PF (REV, 1/88) M]"'444 ' I o-e:0 0~ C = EXl-&T. RED CUR6 I ; , GB ( S£E SIGIJ@, SHEET SC-7 ). \ I ., \ \ \ \ 0 --- \ I iiJ \ I ----- --------,r - II I \I 1 II 1 11 1 II I 11 \ 11 , II I II I II 1 II ' 1 II 1 -n , II I ll ,..l ,.. \I ,..,'i~I ':f 11 v-": .. \ \ :\ 11 \_~ I LI ' ' ~ >, " I '\ -_ .. ,., ', I \... ... -I " I / ' I I 1 , \ , \\, ,/ I • I 1 ' I / 1 ' 1 I I/ ,, i r"' I ,"/" " .31' ~: 10· lz'. 32NDST. SEE S/IEET .P.OS-/ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 '9',&:E7JT(L)~-------------• A.IEIUPO~T 8LV.O. ------- -------------- 2 ----- --,-------, ,-----., ., .,,... __ _ < , , -7----------·' <.. ( , ---... , '-, ... ' < <.,.. _______ _ __ 1,,. ___________ _. _____ ,. ______ ;:-,_ ___ '----~..__::::-£::~--- 3 "AS -{ BY Ill IO BUILT" WSS) l --- -- DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS re ora _55 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE ~57 123 /9417 p.9-30- TRAFFIC ENGINEERIN CIVIL Herman CONSULTANTS OF \.: k . c~ immel and Associates cu --- Rew _("114Y8'52-SC..\Co ~>'l-12~/044 --- 7 C.30 (/OO'C-C) E Nc.tb(s} 0 iu ---- STAGE· CONSTRUCTION TRAFFIC HANDLING PLAN /-------~ STAGEIIi C --', ' SCALE: 111 = 2o'' ---- SC-1·4 12207 EA .0/87!:J/ u \; z I 0 r 0 a 0 Cl c, a < 5 ~ ~ w u " 0 a ca □ 2. \i', < § B ' z c- 0 F.i . a w 0 a C ~ '5 C , 5 a z !11 Cl p C 0 ca ;;; p I I I u I \; z I 0 r 0 ~ el B D CIJ ?-0 U m O ~ D CIJ ll<. l> • ~ ~ "' " lJF z C :5'. [D m JJ 0 JJ ~ z G) z C :5'. OJ m JJ ~ ' ~ ~ ~ .... ._, (,I( ) 0 JJ >-~ z G) z C :5'. [D m JJ 0 JJ ~ 7 .,, • ...., X X X X >-Cl] 0 w Cl) > w a: ~~ c§ II") ~ . □>-w Cl] 1-o <t: w -'z ::J (!) u -....J (/) <t: w uo z Cl -I-< l-a: Cl 0.. Cl) z < a: t- u.. Cl 1-z w :ii: I- CC < 0.. w Cl < -z a: Cl u.. -...I < (.) u.. Cl 0 w Cl) > w a: w I-<t: 0 ~ IY") ~ ~ >-Cl] 0 w ~ u w I (.) w i§ I-< I-Cl) dP <;I" ' V <I') ct 0 . !2 ' V ':. 0 (\J 0 . uO <I) 0 I-+ lJ.J 0) w IP I If) . w<i w I- If) If) STAGE ..7ZT CONSTRbCT/0.AI I .... ++---+--f-iL.....---/----.:1; I ' ____ I\J -------' :- CJ;) DcT.4/t..8 FOAM DC-OE-90-PF (REV. 1/86) 36394~4 I ' ' I ' I ' --,- 1 I ' I ' /Q' FINLEY AVE. 5' lO' /0' 5'! -: 8TA0€ ..ZZZ C0NSTRVC170N ' E C!CTD (COVeReD) R26(S) ' $ 5 A.lc{U;OORT .BLVD. fS.R. 55) - - - -,-- - - ---- - - - I 3 R9-9 (Rf. t Lt.) .3 ' 2 ::::: ' ' ' I\J ' -' ' Otvv "-------_ _____,.__4 ,___ ____ ---------1--------+-+---------- ~-----j. 14 ReCP(S) le 11,!L/H/TE I.;, ,vPc -szzI ( L) -ry,F'E Z:V {fl) L--\--1r=::'i""""1 &, DET,4/L 38A ,1 \l I I II I II ~/-' /{,/ /<U SE£ Sf/E£T CS -1 "----j 2 D€Tfilt.. 8 NOTES TI-/IS SIIEET: [I] 0 0 ~ @] @] ~ @ EX IS'TIAJG TO REMA/A/. ,FOR GEN'ERAL A./OTES AA.ID DETA/LS SEE S'h'EET GC-1 ¢ sc-z SANOB<.A,5'Ta::::l,VF.:'.'./CT/'NG EY/ST/'A/G STR/P/A/G;C:E0EA/0,4NO ARROWS~ E..VCEAT AS A/OTED TO REM'.4/N. Rc:::,,-novE R-4/SED PAtrE/MENT MARKERS @#ERE A/B::'ESSARY. RE~OC,47e S/0A./ O.IVTO A/Eal A:?S-7; S'?;t:?EET .:'.'./GH'T; OR S'/0/4/AL, AS A/O?cO. /N67AC:.L. #EU/ S/GA/ AA/.D POST. /141 /~.STALL S/CiN' O,</$/c,,.</.4L ~Le:. REMOI/E S/GA./ AA/.0 R:)S?j AS A/OTt!:.O. PA/NT STR/P/IVG, LE6EA/LJ, ,<)R,9oc,us, AN,O /A./ST/lt.t. R.4/S'ED PAVE/WENT 41'.A"RKERS PER C/lt. 77?/IN'S Dem/LS ,(J,{/,Q cSEA./t="RAL A/OTES. PL/?CE OR /A/STAt:..:'.'. CONSTRVC770N TRM'FF/C c~ S/GA.-<5', BARR/C/1.Gc.S, C0/4/Es; /'Z.,4G TRce'; OR FLJ"?S#//4-G' /1RR0<0' BOA'R~ l"?S A/OTE.O. -5'=6 ,-..,,-,=;aqc_ QS"U,()E:t<JTO/f' ..CC:TKI/C..., .SMr. .sc-z. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 3 "AS ( BY BUILT" W8S) cu DIST COUNTY ROUTE POST MILES SHEET TOT AL TOT AL PROJECT NO SHEETS te Ora 55 0.0/0,3 58 123 REGISTERED CIVIL ENGINEER STAGE CONSTRUCTION TRAFFIC HANDLING PLAN 12207 STAGE ill SCALE: 1"=20' SC-15 EA 01879/ • X ~ r-·/ >-Cl'.) 0 LU (/) > UJ X a: X X J., () I-°' <l'. ' 0 II') 0 >- UJ CD I-0 <l'. LU ...J z :::i C) U-...J (/) <l'. LU uo z Q j::: cc I--CJ: Q CL. Cl') z C a:. ·I- LL. Q 1-z u.i :I!:: l-a: cc CL. u.i Cl cc z a: Q LL. -_, cc (.) LL. Q u.i I- CC I- C:,, C ...... r.r., > .;__, ~ >-CD C w :,c u UJ I u ---T------------------------------------------------------------------,-------------------------·-------- ,VG(LIPORr BLVD. ( SR-65) STAG€ ..IlT COAl5T.RuC770AI --·---------1,--0--1,---------11 .. ,.. ) I I SE& TR4FFIC Glq,U.4L PL.4A/ GHG"G"T t:-8 RI R41 Rc0~ c~o {IOO'C-C) DIUY. I Rlf n'l I\J NOIES -THIS SHEET: ~ E.X'IST7NG n;j REMA/A/. II) 0 5 i\J R/7,R/78 I ' I 00' I I ' I ' I I I I I l --- DETi41Lcl 7 R/O(Rr.) @] RELOCATi= ~a, S/$</ 0.VTO N€'.W PoS'J'i STR€ET C../G#T, 0/,? _EX/577~ S/C?J</4L., AS M:JTE,O. @J [ID ~ . ,9,;/A/T ~/P/A,G, <'.€G€N.O_,.. AR..-?O<U.S, 4,v,0 /h'S'TA<'.L ,R,-?/S'eZJ .,OAVE/Wc/1/T A-?.4RK€RS' PER C4C..TRA,VS' LJeTA/65 A#,0 GSC/€.RAL A/OT€$. CT) .P64Ce OR /A./S'77'7C..t:.. C'OA/'ST-RVCT/Q-1/ TRAFF/C CQVT~L ..5'/GA/S, .8.4RR/CA~, G2-V€S~ rG4G 77<€€; ~ rt:AS,1//,va ,-?R,ROal S'/Gh'~ r'?S ,V07c0. See T-/'P/Ct<JC. ~',(,i5Q70fi £¥:T,<1/c..., sNT. ec-2. 12" /Yfl/TE CflEVRtJN (1s, c-c) 5'C-C ,-~ r·•-,_> ____ :__,:g~_ 4' C.30 (IOO'C-C) ------ ---- ---------- - ,1?7-FACING E/8 TR."1FFIC RltJ RT-FAC/Nt: NjB TR/IFFIC R 34 -FACING w/a TRAFFIC --- D€77!JILB ' $ £ ru - DETAIL el ------- FOR REDUCED PLANS o 1 2 3 --------------------------------------------- ------ STAG€ .ZZZ COA/STRUCT/ON 10 4 R. C,,/-34 1MODIFIED) 48" 0 0 0 R61-34 (MOD!Fl£D) e5'C-C Ole,] CUUNTr . Hulllf PC,"; MILES SHEcf f TOT AL I I---+---------+--l ro r 0.L PROJt::C r r--.O SHl:.E :'., ~ -----r---. -------------- IZ Ora i 55_ 1 59 : 123 REGISTERED CIVIL ~N(W-JEER ~-' ., /f/L1!U:Rr ; Cl//t.l/;f,11 O/Ctr5 ~ No /94/7 PLANS APPROVAL DATE .,._ ______________ ---\ .. E, 0 -J-30-93 ,. TRAFFIC ENGINEERING Herman CONSUL TAN TS · Kimmel and Associates (714) 6'SZ-f!(ol(o S/LJEat/Jt..K ·g ·g §I '·'AS ( BY t ;J ------ a---~ i\ '--:( BUILT" was)- ---------------- -- t @]Cl-=TAIL 5G, • ------- -"IJ cao i'OO'C-C) -BR/DGE RA/L -- ---- -EDGE OF BRID6€ DECK 78' ~~~~f===============~ ees f LONG BEACH SANTA ANA SAN DIEGO /' 0 GB5 STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE ill SCALE: I"= 2'0' , F°DRM DC-OE-90-PF (REV. 1186) ORIGINAL SCALE IS IN INCHES • • CU :/2207 EA _ 0f8-7f8/ -------------------'----~----- --------------- - ---____ .:___ ______ ~ ___ _L _ __:=____:__::.:....:..:_~:___:____:_::__~~_:______..:.-=-..:.::..::____:=::::::==='=========----...L----------------------------..L:=---=---..:__:_=---==--=::_: _ - - - - - - - 1 . : . . : . . . : . . . _ _ . : : . . . . : : : . . . . : . . = . . . _ : : . . . . : . ___ _j C w, . C 0 a a a ' "' " > ~ -0 _m n > C " 0 ~ z ,, " le T 0 6 s: " n ~ D C ~ ~ ~ 0 ~ g D g TI rn '< " ~ 2 a C z " s W, a . a a ,s ' j'j " C > < a " [TT □ ► C "' 0 D z > ~ z :,: 0 C 0 ~ 8 " 0 § 0 '" 0 ' m 0 D l; " rn 0 < ;a: 7 z C $'. OJ m :0 0 :,J ~ z GJ z C $ OJ m :0 0 :0 ~ z GJ z C $'. OJ m :0 0 :0 ~ z ~ i X X X 0 I w >-(/) m > 0 w w a: (/) w > I-w I <( a: 0 w () ti I-°' 0\ <( I ' 0 !I) I'll ~ ~ ::i:: 0 >->-w aJ aJ I-0 0 <( w w _j z :,,: ::) c., u U-_j (/) w <( u..l :I: uo u z Q [§ -I-ca:. [Z] ii @ ca., Cf.I z ca: a: ~ I- ~! ~ 1-i ~ z ~I ~ 1-i a:1 ca:: Cl. WI [z] =1 ca: ~ -z a: Q LL -...I ca: t.J LL Q w I-ca: I-Cf.I t JOl,V~)OGT l;l -=: = ==~-=== = = ="Q, -== • • • • • • • E]e5c-c \., I I ---\ I \ ), \ • I.. I \ I f \ I [t' 1 r::;-i =x:>c-c. uC30 (!CC:C --c.) I " -------- )I • • I ------~i~-@1--i----....... - • • 8GG D=m!L 2,;, j bj 4-" ct.Jl{ITE ~ t::Em!C. 2?4 \--------\ \zoC-c ~ ----~ --~~~ ' ~ ~ ' ~ ~ ~4/------,--.- 80' T.4PER -.- ~,9/7-6 Rw ~~ --~~ eX/ST/A/G TO REMA/A./. FOR GcNERAL NOTES ,4,V,O .C~7~/L5 SEE S/4/c.ET SC-ltsc-c. . .54-1./0&.AST CZ)-VFUC77NG a'/ST/,..(.,16 STR//O/A./0, c.E6€A..10,A,(/D~,. EXCEPT ,4$ A.O?E"".0 ~ ~A/A./. x:tsnOVE ~/550 .,q.ol/49nGVT M4R,,-e:?S ~ERE NEG=.SSQRY. /NSmCL. A/CGLJ S/6,U ,4,U.Q ~T. ~OVE 61/6,U M/0 ~?; ,<JS A/OTe.0. ,G(;}/A../T .5~/P/A./6, C.E-4EA/O, ARA='O<VS, AMD /A./S?ZJLL /i?A/SE.O ,,Q/JV6Mt5-VT MARKc~ ~~ C4.lT,"?<l,V6 ,OeTA/LS A,</.0 GSVcte::lL NOTE:S. RACE CJl'f' /A./!iTALL Cl:::NVST~CT/0...V ??'f'AFP/C CO,VT~ 5/6-VS • B(Jlf{'.R/C.4.0ES,«x/€5, FLAG O'? Ft::.,,,OS/..//NG 4R~ S/~.-(/ , AS NOTE.a. d5= Ty,cyc,qc::: ~C:::.~70R .QET,<J/L • cWT. ec-e. /l/VMBG"R f" ,:.,4,t./G /,VG,,::JCH .O/RGC770.V SHAU .&!: CC..OGEO av S/.Uc,,r:'..~ C..4/Ue= CC..OGURG (PER CALTRLJ,V€, GTD. PL.41../ T-,r,r) FOR CO;VSTA:VC770,V 0.C CC/R8~0 A/1~0/,4/1/. " .na.z., FOR REDUCED PLANS " " " " " " " " " 0 FORM 0C-OE-92-PF (REV 11·86) ~ " ORIGINAL SCALE IS IN INt:HE.S " " " • ------ STAGE: .IlT COIUSTRUCT/0/l.J ill " " " " '---------------- ) -----------t I ' I' ,-, , -- - ----7 I I ,----. 1r-, I I 11 11 I 11 I I I I -- ) II,) i @ ee(t),Gt:e/"55 ~4-B,G47 G¾:,, <346 ,9 (J) -------- DIST COUNT\ RUU TE: 0---1-----------,------~~ - POST MILES , SHEET fOTAL PROJEC.1 . ' NC TOTAL ':,tiU: T:C, ----r--- /2 Ora 1 55 o.o/ 0.3 : Go 123 REGISTERED CIVIL Ef'.iG1NEER TRAFFIC ENGINEERING Herman coNsuL TAN Ts Kimmel and Associates (114) B':>2. -Sb I<..> I I I I \ I I I I I \ \ \ I I ' \ I I I \ I \ ·I, ') SEE /9QM,P CC:::050/'i'c QET,<J/<:... Sf.JS!E T 9C -z 3 -~,-.... \ \ \ I I I \ I I \ \ I I I \ •\ ,1 ~ \. 1\ - 1\~ ,\ \ \ I I • ,) 11 \ I \ I \ \ ,1 1\ ,\ '\ I I I \ i \ 11 ~ \ I I \ I \ \ 1\ I\ I \ JOI/I/ I EX/ST \ \ \ I -------- L-------------------- I \ I \ I St.OPE AND DR;tl/NAGE EASEMENT \ \ \ 2 J "AS { BY BUILT"' W8S) \ STAGE CONSTRUCTION \ TRAFFIC HANDLING PLAN cu STAGE lII SCALE: I 11 = 20' /2.2.01 SC-17 EA 01&79( 5 ~ \ ' ,. c,i . . . . . X . . - POST DATA ROAD-PLAN SIGN PANEL SIZE LENGTH H SPAN REMOV SIDE SHEET CODE SIGN SIGN NO. SIZE 1 POST EA EA SC-le I R26 /2",c llf' 4'X 4" /2' 7' I □ w 2 Rl-2 36" /3.S' I >-(/) co > 3 /?26 /,2,, X /8" 12· I 0 L1J w rr: (/) w > f-SC-16 I 0.C.T.O. sro. /4' w <( I rr: 0 l?e'6(S) l2"x/8" 7' X . LL~ i;) 2 (;60 12.s' 7' I .... °' 0\ <( I I ~ R49(/i'lj 0 II'\ tf\ - C) ~~ R49(L.T} - \) ~~ 4 RZ6(S) /2"x /cf' - R26(S) 1e·x 1.B" s /2' 7' I □>->-wCO co 6 If 26(.s) ;~-J( /,S" 7' I f-o □ <Cw w 7 RI ..30 •• _J z I :J r.:, :::<:: R4/ 30"x36"' /6' (.)_ (.) .JC/) w R26(S) /2""-/8"' 12· <( w I 8 7' I 00 (.) .SC-I~ I WS8 30"x3d II' s· I . z RIS • 24",c-24 /0.S 5' I . 3 lf7 24"'x .!10"' fllO/flT) 4,5"x /6" • 1.5 fl ~ ~ .R.34 24""-24" x--\.5-~ 4 R49{RT, ~ - rt ( \j fl49(T) -~ ~ s RZ6(5) I e ""' I 8" le' 7' I ~ 6 R26(5) 12";</tJ'' J.2' 7' I "' ~ C ~ 7 G-2{!, ~ ~ GS6 /5' 7' . 8 RZ6($) IZ"x /8" /2.' I 9 G85 G36 4"x 6" /7' 4' t:JE!lJ 10 RC.l-.34 48"x3o" 4•x4· 15.5' 8' SC-IT I Rl-2 I z 2. 1?26 I Cl i= 3 fl 26 I cc I-4 fl/7-8 I cc Cl .s W59 4"x 4"' /1.S 5' I X CL. Cf.) tli2!3(1) z ·6 cc G2tJ(55. cc I- LL G48 Cl G47 I-z t: .36 I.LI ::!!: G46 IS.S' 5' I-cc . cc CL. I.LI Cl • . . cc .$#£ET TOTALS 4 IS -z cc Cl . LL -_, C( c..;i ! LL , Cl , , X -:. I.LI i I-cc -I-. . Cf.) t . -- I FORM DC-OE-92-PF (REV. 1186) ~~ !,l-1-1 . . -----~ - -------- ---~----------------------------------------------------------------------------------~--------- . ,,, . . . . . ROADSIDE SIGN QUANTITIES -- STAGE m ROADSIDE "~~-1"ft~L RELOCATE SIGN ST AP & ROADSIDE 2 POST SADDLE BRACKET SIGN METHOD EA EA EA . , . I I I I I I I I I I I I I I I I . . 2 14 . , . . .. FOR REDUCED PLANS 0 1 ORIGINAL SCALE IS IN INCHES i • I . -. . . . POST MILES SHEET 'TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO SHEETS 12 (),-4 ss -ao/o.a 61 123 . . . ~ i'wJ,J:: ~~ Q~ ' --/,._ / . . . ~I\OfESSiON~ REGISTERED CIVIL ENGINEER "' t ~ -«: % .':::, HIL SER7 't /J WILL//lM fJ/CKStJN i . -I~ ~ PL/INS APPR()';AL ::)A:F "' No .. l9"'117 "' \« Exp. ,-30·93 * --, H.erman '-"'r. c1v1L. ,,,. Kimmel and Associates ~tor c~1.,~()'1--,; ; / -- NOTES: 1 . "H" DIMENSION= VERTICAL CLEARANCE BETWEEN BOTTOM OF SIGN TO EXISTING GRADE. 2. "SPAN" = POST SPACING. .3. S/6A/.S .SN,4££ ,BE ./P,5'T,4££ED PER .ST"AN'.OA/1?.0 .P£AP,5' .S4/-.3., .S4i!!-/S,. A&,O -544-7. . . . . - . . . . . . . . ' ' . . . , , . SIGN QUANTITIES "AS BUILT" ' . . . . SC-18 ( BY was )-. . .-. ., ' . 2 3 -cu 12207 -EA 01879/ I ' I . . . I I I I I I I I I 1 --. ' -' -- -. C " I I I- n E: D ~ z z C $ [O m JJ "~--~ ~ °' .... ' "' ljl \ ' \ 0 JJ ~ z Gl z C $ [O ITT JJ ) I \ 0 JJ ~ z Gl z C $ OJ ITT JJ j -□ JJ ~ z (jJ • 't 4 " 0 " " • ... X X X X >-til 0 UJ Cf) > UJ C: LUO I-°' <l: ' OIY) ij '-0 >- LU til 1-o <l: LU ....J z :::i (!J U-....J Cf) <l: LU uo z 0 ~ l-a: 0 a. Vol z cc a:. t- u. 0 1-z w :e l-a: cc 0-w C cc -z a: 0 u. ::::::i cc c.:I u. 0 w I-cc I- 0 UJ Cf) > UJ C: UJ I-<l: 0 ,;:) °' ' 11\ ~ ~ >-til 0 UJ :.:: u UJ J: u . u, t " ,VG(LIPORr BLVO. ( S.R. 65) ..... t----------1r---0--1,~----------. ) I I S!:G" TR,4FFIC g/(jll.4L PL.4/J GHG'G'T €-8 RI R4I .Rc6S C.:JQ (IOO'C-C) ' . Kl I\J ' ' ; I - f ' -:_1,, RL7~Rl7B , . «: ' / 50' --. --- C30 {/001C-C) NOTES Tl-/15 SHEET: ~ e)r'/ST/N(S n:, f?eMA/,</. [D 0 • • \ I \ Y'-J.J' ' \ I ""--f y // , I I I I I r77 1<}0~): t.=..1 _,, I I I ,~-' . I.J, I J I I I I I /ft"- / I I I; /1 ' [fil RE<:.OC"4re A/ea/ S/G(I 0-VTO #Eal_ POS'7i .STiE'£€T C./G#T, OR C:X/ST/,(/c;, S/4,..UAL, A~ MJTcD. RcMO//i!: .S/GA/ ,4/!/0 A::,S'T, 45" NOTED. ' I @J ~ ~ P.4/A/T ST,J;?/P/AJG, t::.cG€AIO., ARROa/45;. A,V,C) /A/S'T""1.C.L R"7/S"c0 ,0,<7//cMENT /MARKERS PER CAt::.TRA#S' .De774/LS ,4.-(/,0 GEUERAC. A/OTES. / / / / / / CT) P64CG OR /A/S771C.C. C'OA/STRVCT/Q,V' TR.4FF/C CO</TROC S/GA/5, .BARR/C.40~., C1:;>...v€S.,. rG<?G 77<EE; Qf' rt:AS'h"/,</G ARROa.l S'ASA/; ,-?S ,</07'cO. ~ 7'y"P/CXIC ,C/!=ZJtUE;<JTQ/T ,0€T,<J/C.. , . . . ~ /A/.Sl'?tLL k-A"A/C.. tV/T// ,(/-3 .MAPA'cR.S ,4r .s' o.c. ,</-3 !4'A.9A'E.-9S .S#/C.t. n-{C€: 0,(/Co,<t'..«/(T 7.lPArfiC. / / / sHr. .sc-e. 5'C-C ----··--- ------- t .-Pcqs) $0 C/7(-35) ---:. .... -- N --RI 7<41 --- t,a1/J.. l 13/1,W~ '.:? ~ iz ,p,(U 0 C;30/IOCY'C-C) 7 7YPc I, PASS ,f'A:rh?" MOD=, S€Q'1€,<./T/AL ARl?Otd - - : t . (\J ---' - ----- -- , 2 3 FORM 0C-OE-90-PF (REV. 1/86) <lf~ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES !- --- =----= ---- "AS ( BY BUILT." W8S) 48" ) i t 0 0 0 MOlJIFlelJ) DIST COUNTY ROUTE POST MILES , TOT AL PROJECT SHEET TOTAL NO. SHEETS 1e orq 55 Q0/0.3 62 123 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRAFFIC ENGINEERING Herman coNsuL TANTS Kimmel and Associates (714) e.'52• 6<ol<o ./94/q p,_-='30~- CIVIL or c~\.1 S/.Del.UALK -- ---- /· • r· cu I ,- :BRIDGG' RAIL =:.::::::::. ' -• "' <(W ~ /JJ P.9,r <\I (/) If) ~1~--- : £D<Se OF BR/0<3£ tJEC'/r' 7,9• f LONG BEACH SANTA ANA SAN DIEGO ;" STAGE CONSTRUCTION TRAFF.IC HANDLING PLAN STAGE rit SCALE: I"= 20' SC-I9 /2207 EA ·0/879/ I i I : I I I , I • C s: rn m JJ 0 JJ ~ z. G) z C $'. rn m JJ 0 JJ ~ z G) z C s: [Jj m JJ 0 -~ ~ z G) z X X X X 0 w >-ff) CD > 0 W w a: ff) w G'.i ~ a: '0 wC) ~ I;;:°'· 0\ -1 • o~·rn ~ o>-w CD f-0 <( w ...J z ::J Cl U-...J ff) <( w uo z C) j:: C t: ~ C'-1 z C a: .... I.I. C) .... z w :IE .... a: C A,. w Cl C -z a: C) I.I. -...I C u I.I. C): w .... C ti ~ ~ >-CD 0 w )<'. u w I u t • --- ------_. ____ .L 0 (d/(LT) (dt,;, f .3S) • ;:;30 ,C£7i"/IL C:I S~,gtf€AO ------------- • 0C.30 E]e5c-c. \ . rr 1 \ \ ---.... >-----fl,------;@ -1..-----•- _ __,..\Y - 1.::.1 i)G]'AIL cl 7 tZJ e (l'?J' )) IZ.)6(l!:5 r;;-i5dc-c.. __ L.C__J(iC~1,;, ICICSC-,__, Ct/RYe .DAT.4 CCl.'<V€ ,DE.S/~,lj ,!i',fD/CJS .<lo. .S.A=cD 0 5.5#?# SSOrT. ' . '©· I' 2 55-"PII .%OFT. ® 55,.l<P/I .SG/rT. 0 55;f(P/I .s71,rr. NOrES· rN/5 SNEEr: 12] Irr! EX/ST/NG TO REMA/A./. FOR GeNEl'?A.l NOTcS M/.0 ..Q=7AI/L'5 Sec S#cET SC.c:.l¢SC-c . 541/.o&.AST ~FUC77.A./G 6\'/ST/~ STl"?/P/NtS,. C.c¢E,</.O, ,4;(/L) ~. cXCc/OT AS A,072=.0 7t;> ~A/IV. ~OVc ~-550 A<JV€A;76VT M4R~Ei9.5 ~cl'?€ Neu=554RY. l'a=£CC'4Tc ,S"/GN 7V A..leLLl A::lST ~ /NSmcL.... A/caJ S/6.U M.f,C) ,<::0$T. ~Ve $6,(f M/.0 ~;,; ,4S A./OTe.0. . . /Clt:J/A./TSm>/P/A/6, C.8$€A/O, ARRO(u_.S, A-VO /N'!SlltJLL.. ~A/Se,O ,,Q(JVSW6VT ~Al'?K~ A=~ C4LT~ ,OeT,4/LS A-V.D <:;eVc'JaaL NOT"E6. R.ACe QKf' YA/STALL. a::),VST~CT/01/ 7Jf",4ri=/C cov~ S/6-VS, .&:J~R/C4.0C-S; C0/4/.€.S, rLAG n.a:,, ~ F~.45/2'/NG A~~ ,S'/Q/C./ ., .AS A./OTE.O. 65!=' T-,l'P/C;c;JC. ,CJE,::Y<CJ€«J70rf' ,OeT,<J/c... , cW7. sc-z_ . ' /,(/,ST"'1.:L. k-RA/L MT# ,-(/-..3 .M,1A'kcRS AT .S' o.c. A/-.3 ./4fARk€RS .SH!fL.L rAC€ a.c./C0H/,U~ 7?9A.Fr/C. 100' 7llf.1&£1.fr ~ ~ "} '-:: ~ ~ ~ ~ ':: FOR REDUCED PLANS 0 FORM DC-OE-92-PF (REV. 11-116) ORIGINAL SC ALE IS IN INCHES - "': '\ ~ '¾. ~ ~ -.:::,. -.:::,. ~ "' , ~ ""' ""' ""' BIKE .PAn-t 2 J SLOPE l"lA/O DRh'/NA'GE E-4SEMENT "AS ( BY BUILT" was) cp, l • DIST COUNTY ROUTE 12 Ora. 55 REGISTERED CIVIL ENGINEER \ \ I \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ ' \ \ \ POST MILES TOTAL PROJECT ao/0.3 SHEET TOTAL NO SHEETS 63 123 = G /c"<VIIIT€ CHcV/R'.WS \ i • . ' STAGE CONSTRUCTION' \ I \ \I ,, ~ ~ ,\ ,, \ \\ \\ \\ I \ TRAFFIC HANDLING PLAN STAGE :m:. SCALE: 111 = 20' -sc-20· cu EA 0/8791 "O ,;: z i5 5 a n ~ :J 0 ~ a '" " ' 0 f" a en 0 " -' 2 i5 C z " C C a C . C ~ i --~ _r,; G ~ r 7' ~ z 5 I I ' I I . ~ .... 0\ ~ z C -~ [D 93 ) 0 JJ ~ z GJ z C ::;: OJ IT] J] ~ .... N i,I I • D :0 ~ z GJ z C ::;: [D m J] 0 J] -J:,, ~ z GJ z C ~ ' I.,, 0 " " I ... X X X X 0 L!J >-(/) CD > 0 L!J L!J a: (/) L!J > ~ L!J <( a: 0 w~ ~ ~°' <(I • OIY) II') ~ ~ is -::i:: o>->-w C!l OJ ~o 0 <(w w _Jz :,,c:: ::::, ('.) u 0-_J (/) w <( w I uo u z 0 -I- CZ: I-cc 0 ~ Cl) z CZ: g: I- u.. 0 I-z w :ii: I-g: CZ: ~ w 0 CZ: -z g: 0 u.. -...J CZ: c:.:i u.. 0 w i§ I- CZ: I- Cl) dP ll/G(LIPORr BLVO. (S.R.55) ◄ .. --------~~---------... ) ' SE~ TRLJFFIC g/(jA./4L PL4A/ GHGt;;T E-B (,/).58 R/5 -«l ru I C.30 cJ {IOO'C-C) RI E R41 RIO(Lr.) B"tLIH/Te E'. RI/ lg, I \ I \ '('-..!)' . \ I ~ , . I :) I I I I I I I I I I , t I I I I I I I I / L- / I I i I I'-_, I I; /1 f / NOTES THIS SHEET: I]) EXISTING TO REMAIN. IT] 0 FOR GENER.,qL /VOTES ,4,v,0 DET,4/C..5' SEE SHEETS S.4A/,D8t..,qSTCOA/FUC77N6 E-l""ISTl/4/G S'TRIP//41G, C..EG€.VD,A#DARROa.JS, €.t'CE.PT ,4S'A/OTED TO RE/1/1/1/A/. REMO//E RA/S'E.D PA'//EUEA/T MARK<!:RS' tV.H'ERE #ECES'S'ARV. [fil RELOC;4TE A/Eal 5'/G(/ O,VTO A/Ea/ Pas;-; .STREET t.lGN'T, OR EXIST/,</<,' S'IC;,</Al, 45' ,UOTc.O. 0 ~ ~ PA/NT .5m/P/NG, C:cG€AI0,1 ARROMS, ,4,</,0 /AIS'TAC:L R"7/S'cD ,,D,4//EA4ENT MARKERS' PER CAC..TR/1#:5' OEi'??/LS A/41.D GE.VERAL A/OTES. I I / / I / I / / (z] PLACE OR /NS'T,QC..c_ COA/S'TRLICT/0/1/ TRA'FF/C CQ,C/TROL SIGN'S, 8,4,RR/CA'.OE.5'., C'O/VES'; FUG TREE; Qf' PcAS#/A/0 "7R.ROal 5'/GN', "9S A/OTeO. S5S ,-,,,,=,<::iq,:: -o=/&S<;J?O"r .o:T«JIL., Sh"T.. .SC-2 . ~ /,</Sl?!t.C. k·RA/L tu/Th' /41-3 /VA'RA-'cRS AT ..s' a.c. ,</-3 ,A,tA',?,f'E,9$ S#Ac'.c'. /'AC€ O,</Ca,<t/,Uq TRArfiC. 5'C-C _, .l.,j. -C\J - RI R4I .TO/NEY/ST. . "' 7 TYPc I, PASS ,,f'/~kT MODE, S€QCl€,(/T/Al ARRoal(rACINc, A/,0 TRArrA::) E -- Cu'.RYc .DA T,4 CURY<= .ZJE.Slq.</ RAD/l!S /4/o. SP€E.O 0 30l'fP/2' -380/"T ® 30MPh' 370/"T @ .30#Ph' 35'9rT @ 30MPh' -390rT <J) 30,A('P# 40/FT TYPE I TYPE J'Zr (LT) ~--=::::::::::::::::::: I ,- ,O,:;TAI(... 8 "AS ( BY FORM DC-OE-90-PF (REV. 1/86) ,... ''"'"· FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO SHEETS le OrQ 55 0.0 0..3 .64 123 ~~OfESS10,i,4t c: , ~ lt'll8eRT ~ /§ Ul/t.l/,,fbl 0/CICSO. i \ -------------,<>c 194/7 =1 PLANS APPROVAL DATE No ·~~~ - / .,_...;;;....;.. __ ...;.. _________ ~d• Exp'--30-93 */ REGISTERED CIVIL ENGINEER TRAFFIC ENGINEERING \J): CIVIL /4~) Herman CONSULTANTS ·~-o_:--r-~-\_~ Kimmel and Associates ~--i) -; t (714) &'32· 8<ol(o , BUILT" WSS) , I • , ,. 0 0 R 6/-34 {NOD.) SIDl=(,U/lt..K I ,- I 7 {L//(2,';) 1 {L/0(35) ~ TVA=.( PASS Rl,$/2"T ,MQ,!';)c SEQC/6(.IT/Al AR,.PO,V { FAC/,</Cj, S/.8 TRArF/C) .DE7A/c_ ZI BRIDGE R/l/L u w 0 II) • (A :f 1- 5>W 0 IJJ -:r (/) . ffJ (/) If) £D6E OF BRID<5E DECK 78* f LONG BEACH ~ SANTA ANA 1------------1 SAN DIEGO I' 0 STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE ""S[ SCALE: 1"=20' SC-21 cu 12207 EA 01879/ . ' ~ ... t ~ I " I' " II • I, ' 'lol VI X X X X >-OJ 0 w [/) > LU a: LU () I-0\ <( ' 0 I\') ~ o>- LU a) I-0 <( LU -'z :::i CJ u -....J (./) <CW uo :Si ' ~: z LI.I :E l-a: cc Q. LI.I Cl cc -z a: Cl LL -...I cc '-' LL Cl LI.I I-cc I-en 0 LU [/) > LU a: LU I-<( 0 ~ °' ' "' ~ ::i:: >-C!l 0 LU :,:: u w I u ~ t ----- • • ------------ 0 t I Ct/RJ/E DATA cu'RVE LJE.S/(j;(/ /?,,,fD/CJS A/o. .SA=ED 0 5-5' #.PA' 550/'T 0 55tMP# 560/'T. ® 55#PII .56//'T 0 5S,'fP/1 57/rT. ® 55MMI :"38.'PT @ .5.5MP/{ 59ZPT 0 ::Z,/17,,CJS' 5RQPT @ .55/V?,P/{ =52":,FT AJOrES r#I.S SNEE'T: EXIST/NG TO REMA/A.I. Fa<? GeNEl<?AL NOTES .-<2-V.O .Q=T,<1/L '5 see SH'EET SC_-/ i SC-c . .54V0&-45T a::J.VPUC77NG c:X/ST//4/G STR/.-0/A.10, u!:6€NO, A.<ID~, EXCEPT ,4$ A...07E.0 7V l"aSn-4/IV. ~OVE A¼l/550 A411'6n5VT M4RK695 ~HER€ N€Ct:SS4RY. /NSma AlcaJ S/6,(J ,4,V.O A::>!5T. ~OVE 51/6/41 4-V.O ~;,; ,4S A/Ore.a. /CK)/,UT Sli'?/,CVN6, C.Er:;cA./.0, ARROt'd.S;, ,4,,(/,0 /A/.S?ZJLL. .R.4/Sc.O ,,c:J(JV,514,:SVT MAR.Kc~ ~~ C4LT/i3<JA/!3 ,Ot!:T4/LS 4#.D 66Vcle:JL AIOT£6. RACE ~ /A/5'TALL a::;:,,vsr~CT/0,V 71'f'.4FP/C COVT~ S/6-VS, .B<J~R/C,4,0£..S, C'0/4/c"S, FLAG ~, ~ Ft:.,,:::)5/.-//NG 4RRC'lt:Li S/CT,U , AS A/OTE.O. ~ r.,..-p,e;qL .<::JEC./tOet<:JTOR C£Tt<J/L, .SNT. SC-Z. NSTr?LL k-RA/L tV/T// ,t(/-..3 MAh'kERS AT S' O.C. A/-3 AfAM'A-"ERS .Sh'ALL .FACE: c:::u./COM/tU(r ?79A'rr7C. "' ~ '\'- ~ " " ~ ~ J'i'ei-70VE €Xl5T/;t.JE:, A,C. t0/k6 FROM STA-l/4-f90 TO IVORT# EOGE OF BR/OGE £JECI( BY 5/IVGLE LAl)IE CLOSL/RE AS 0/RECTEO BY E!VG/#EER, PER CAL.TRANS ..STAAIO.ARO PLAAI T-/1 (.SEE Sh'T. L-4,; L-7). FORM DC-OE-92-PF (REV 11•86) ., '"" FOR REDUCED PLANS ORIGINAL SCALE IS IN INl,;HEcS " " 0 \ \ \ I '\ ~ I I I I I I I I I I I I \ I \ \ ' ' \ . ', 'Cl ~ ~ ~ ~ ~ ~ "" ~ ""'-~ ""'- ..._ ..._ ------------.,_ -------+- BIKE PAT1-f 2 3 5 DET/f/L 25 - DIST COUNT-Y ROUTE POST MILES SHEET TOTAL TOTAL PROJECT , NO StiEETS t--+----+------t------,-~~- o.0/0.3 l'Z Ora 55 65 123 REGISTERED CIVIL ENGINEER '~ ,,-.4, <: / ...... :-,._•' / ' ,,.. j~/~ILL~~~CKW,J1Ci X (~ ;q4;7 ~ PLANS APPROVAL DATE \N" --------------"""' • \ E,p '9•'30·93 / •' TRAFFIC ENGINEERING .'-Ct·,IL -< Herman coNsuL TAN Ts 4 ·; ,.f'.- ' Kimmel and Associates ------c114) 6':>2·6<oHo NBLJPORT l!JO<Jt.GV/tJ,90 rs.R 55) \ I \ I I \ / / I \ I \ I / / \ I \ I I I I \ \ / I I I \ I I ~G'G" ~I-IG"G"T CG-I \ \ \ I I \ \ \ I \I 1\ I\ I I I \ I I I \ I I I I \ I I I \ I \ I \ ' \ "-""-J \ \ \ \ I \ \ \ \ \ I DETAIL 38 (c/o c.r) \\ \\ 1\ \I ----------------------------\ » ------------- SLOPE .4ND DRA7/N.4GE c,4SEMENT "AS ( BY BUILT" WSS) -\ -~ I ' , EYO D!?T"3IL Z~ &!R:j. DETAIL 3<:.P \ \ \ \ I \ " ,, " ,, \\ WS9 I \ ' I '-I { STAGE CONSTRUCTION ' TRAFFIC HANDLING PLAN STAGE 1z: SCALE' 111 =20' SC-22 cu 12207 EA ' \ \ \ I 018791 I I \ \ \ I \ \ I E',c:ISTl),,..JG BRIDGE. RAIUl'JG E.XISTI "-!G BRIOGE R.A.ILlt-...lG CRASH C't/.SHION INSTALLATION NOTES ~-TRAFFIC /'TYPICAL z· /J1AXIMUM I. TIIE POSITION OF TIIE TEMPORARY C'RA.Sfl CI/Sll/0IV SIIAL{ Be ADJUSTELJ TYPE PM4;f'l:"ER + ' ,4.S THE WORK PROGRESSES. , DIST COUNTY ROUTE POST MILES SHEET TOT AL TOT AL PROJECT NO SHEETS 12 Ol'"Gl I 19. 7 /2/J.O 66 123 ,o· ~~~~~~~w::=:::;;u=~r;:::::::--==-J I c TEMPORARY END OF CONSTRUCTION 2.. /y{/l/l/J£Rs .fNfJ/cArE wE1a11r oF st4NLJ 11V MoouL£. ".1400 .-111,,v:~zlVfJ/cATc:s ""7""11{ ~ 8 -f 117/IV//YJIJ/YJ W£/CIIT OF SAIi£) /IV REAR #IOLJUt.E.5. t9RcATcrf 1//c/GHTS AR£ v===--~:::'.'..l'.:::::::0 ~~ 4 ::: 00 ~~14~00~1400~t~~o~40~00-lz,5· ACC£Pv1BLE ONLY IN Tl/£ REAR #JO/JI/LES AS MAIVt/FACTl,!RER LJES/6'/V fJIC'TA7ES. { (~~~'.iii"J;°}J ~ 3. MODULES ,5/-IALL BE PLACE.0 0/11 WOOL) OR STEEL PALLETS, r:_oR PROMPT REGISTERED CIVIL ENGINEER ~ c:;, lllll3€Rr (Ji! (A/llllA(l,fO/C. ~, >-Cl] Ci w Cl) > w a: w() 1-(7\ <{ I Ci II') ~ ci >-w Cl] I-Ci .,:: w _J z ::, CJ 0-_J Cl) .,:: w 00 z Cl i= < I-= Cl Cl. en z < = I- LL. Cl I-z w == I-= < Cl. w Cl < -z = 0 LL -...I < c.:, LL. Cl Ci w Cl) > w a: w I-.,:: Ci ~ ~ t'I\ ~ ~ >-Cl] Ci w :,:: 0 w I 0 8~ v., t TEMPORARY PP,.,,V\1-JG PER SKEET L·b I SE.CTIOi-.1 ,._.A.. N. T. 'a,, (DETA.IL A) RA.MP CO),J$TRUCTIOI-J A.RE.,c..,_ \a ,-a· _,=.--'-----'--'~--'llccfL..------_J 2' 2' R.A...MP CONST'RUCT1Qt,J A.'RE.,c:.._ 5E:CTION B-B N. T. '5. (DETAIL 8) 0v. 'RAM? ,, C0t.JSTRUC1'10N 'le' A.RE.A. 2' 5E.CTIOt-J C-C tJ.T.'5. (DE.TAIL C) 23 WITHOUT WOODEN SC RE.'E.t•J. A.f\J O RE F'LECTIVE MA.l:eKE.RS r81KE P,t..,TH (SE'.CTIOI-J c-c) IJ. T. 5. (OE.TAIL D) NO SC.ALE TR4FF/C -- CRASH Ct/Sh'ION PL"1CEM£NT DET"1/L -CASE I TTPIC/ILLY, 84Rli'IER CONSTRUCTION WITH NO EXISTING BARRIER £.LEVAT/ON ..L...t===i:~==t-4f' MAXIMUM ROIIDWAY I PROVIDE .SUPPORTS TO SURFACE PREVENT S/ltJG/Ni!, CRASH Ct/SH/ON PALLET COAST c)(/ST/NG TR/IFF/C SIGA/4L NOTES THIS SHEET: G]c,e(3b x~<i:') FACII\JGz SIB TRAFFIC 0 [2J @ @] ~ ~ llil ill ~ cX'IS TING TO REIYIAIA..I. FOR GENERAt. NOTES A/JO DETAILS SEE Sh'EET SC-IISC-e. SAIVOBt.AST COA/Fi/CT/NG EXISTING STR/PING, iEGENO, AA/0 ARROWS, cXCEPT AS NOTE.O TO REMA/A.I. REMOVE RA/SEO PAVEMENT' MARKERS tu/r'ERE' NECESSARY. RELOCATE SIG;V ONTO NEtu POST, STREET LIGHT, OR €X/.ST/..</C;, S/4-.N'AtC., AS A!OTE.0. INST.4t. l ;VEW SIGN .4.A.IO POST. REMOVE S/GN AA.ID POST, AS A/OTEO. PAIA/T STRIP/A/G, LEGEND, ARl'?OtuS, A.N'LJ /NSTAt.L RAIScD PAVcMENT MARKERS PER CAt. TRAA/S DETA/{.S A;(l,0 GEA/ERA{. A/OTES. Pi.ACE OR /A/STALL COA/STRUCT/0.IJ TRAFFIC CONTROL S/GNS, BARRICADES, CQ.G,'eS, Fi. AG TREE, OR Ft.ASN/NG ARROW .S/4',V , AS NOTED. :5'5S' ,..-,..-,=/c,qc. -0€.C.ltUG<:JTO/'f' ,GE:r,<J1c., SNT. sc-z. //../STAL{. K-RA/l WIT/I 4'-o" 1$1.1/IRLJ SCREEN AA/0 Ft.E><I.BLE Ct.EAR RE;::"LECTIVE MARKERS(2o'c-c). Gt/AR.O SCRcc.A./ TO BE INSTAt.i.EO OA/ TOP OF K-RAIL (5Ec .OET.4/LS ,4, ~ C, IL) . T,11/.S .S#EET). 0 FORM OC-0E-92-PF (REV. 1/86) 86Jr.443 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 1 f!VSTALLATION. . ' 1. Tf/£ LcNt:Tfl OF T£JJ1PtJRARY C'RA.J'/1 C't/SIIIOIV Z/YS7?1LL.,4T/C1/VS S'#,4L.L /VdT DEV/AT£ rRdlYI TIIAT .s'h'OWIV OIV Th'/S SHEET. A .Sc.R/£.5' o,c .7/V..5'7;t1LL,4T/C1NS /Jl!AY BE L/..$'£LJ W/2"£/V T/1£ AR£,4 TO 8E PROTECT£LJ,'cXCE£0S Th'c LENt!JTfl Or l"IV.STAL.t.AT/0/V. 5. MOOtlt.£S TO Be SET Ot/T /IV PATTc/1'/V ..s'r'ACELJ AS Sh'OIY'N. 6. LAT£flAl DIMEIVSIOIV.5' OF P/1t.L£TS .ff/ALL P£RA1IT .J'PAC'//VB #1001/t.ESAS SlltJW.IV. 7. /VO IY!ORc Tl/AN TWO /i'!ODl/t.cS .SlltJt/t.LJ BE PLACED OIV 0/VE P,4L.LET. t5. PALLETS Sf/ALL IIAY£ STOPS OR 11'£.STRA//VER.S TO PR£YEIVT L,4T£RAL Sh'/rT//VG Or TNE /110.LJt/L.ES. 2 HIGHWAY sec CAt. TR.4AIS 5TO P.tAAI T-14 Newport Blvd Costa Mesa _. /?AMP CLOSURE LJc7:4/L 3 "AS ( BY BUILT" WSS) -------------,~No, /94/7 ';;) PLANS APPROVAL DATE -1-------------........\\-1< Exp 9·30-9.3 * I TRAFFIC ENGINEERING \w;, CIVIL ;; Herman CONSULTANTS s/'7/-r or c~"C-1(!:':; Kimmel and Associates --- • w ~ l-o::: 0 Cl. ~ w z b ' , .. , : , ' , , , , ' ,, f I I ' , , I ' I ! , ' ' ' I , ' . , , , • , , (714) 852-8616 ( S.R. I) TRAFFIC HANDLING PLAN COAST HIGHWAY RAMP CLOSURE CRASH CUSHION, AND K-RAIL DETAILS SCALE: l 11= 50' SC-23 cu 12207 EA 01879/ • • ..., I ----------------------.------------------......-------------------,------------------,-----------------11' . I X X ~--i;: ~ ~ ~ ;:s: ~ ~ ii'\ ~ < >-al Cl w Cl) > w a: ~-€ c§ I\) \J ~ '->-@co 1-o 5w ::J z 0 (.'.) __J Cl) <l'. w 00 z C) -I-cc I-cc C) Cl-en z cc cc I- LL C) I-z w == I-cc < c.. w Cl < -z cc C) LL -..... < c.:, - LL ( . C) w I- CC t-en Cl w Cl) > w a: w ~ Cl ~ :;._ K1 ~ -:::;._ >-co Cl w :.:: 0 w I 0 ~ ~ \j ~ " ~ = ~ / --0 \il j, (0 • 0 □ 0 -- l.EGcND = E XIS77NG TRAFF/C S/GN,4L.., = CONSTRUCT/ON ,4;(?€.4 S'/0N A/o. = 5T/IGE COA/S'TR6-C770A/. -CONSTRUCTION AREA SPECIAL S/GNS -(SEE Tl/IS S/./Et:T} = O/REC770...V O.F TRA'rr/C. oi ,,<::, i' -90 / ,<:-. IJfi, ---0 "J,J • ~ (L-t:) .q -.., ® HOSPITAL (.ll/lY 1/Ll C 1e 0 'LL C/8 ® l CIB ,'.© 'lL. C/B 0 co,..qsr ::: ..:: , I- ~ (Lt:) 011a. @ 8C3 C.5 r~) ® OJlo" NEWPORT BLVD CONSTRUCTION CONGESTION AHEAD NOTE4 NEWPORT BLVD DETOUR ROUTE llt.L NEWPORT BLVD NORTHBOUND RAMP CLOSED @ "® U. CIB ® CIB "IS', @) ~ CIB ' ® ~C) 1/lL C13 .::, @ lllL C/8 @ (/Ll <!t3 @ lltL Cl8 ® lllL Cl3 ® Cl ® SC:5 ® --NOTE 4 iH---~-NOTE4 ALTERNATE ROUTE ·--::r> • f I\.._ 31ST ..,...., \ ST- ,\__ 30TH ST. FORM DC-OE-92-PF (REV. 1/86) 8639443 C/3 'LL @) C!.18 i{l @ PED/B/KE PA?N (A/OT€ .3) J.I/GN ~--9 J--- !J~- ))tT - C/B 1/(L @ CIB C/6' @) c13 lltL @ C/8 'LL @ ·c/a "----'~-1(/tL @) FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ~ ] i " ~ R.: 0 NOTES T~/.S S#EET: DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 1. LOC/IT/OA/ OF S'/0A/S SH0.0'A/ .4R€ .4PPROX/MATE. E..YACT LOC/lT/OA./ TO 8E OETcR//"7/NE.O BY T#E ENG/Ne.ER .OL/R/A/0 €,4CH sr,,qGE OF COA./STRL/CT/ON'. te Oro 55 0.0 10.3 67 123 I-----'----'-------'---~'/-1....:.....---'---'----'----I ~ 9~4'iJ/t--~----- REGISTERED CIVIL ENGINEER ~-.SEE SHEET Cs -E' FOR S/GA/ (i)t/AA/T/T/ES. ~ <': ~ /t'IL.8eRT ~ /1 t.d/LU/ldl .a'C,G t "' "' 3. CONTRACTOR SHALL A-?A/Nm/A/ ,40E(i)t/4TE .PE.OEST,R/,4.A/ L/GH77A/0_, 8 '4?/A//Mt/A4 OVERH'E-4.0 Cc:'.'.E...-9RAA/C~ .4A/.O PEOt!:STR'//lN/.B/KE P/177-r C~E/lR..-?NC€ UNDER r.H'e BR/OGE .OV.R/A/0 ,,qt:_t:_ STAGES O,&'" C'OA/STRb'CT/OA/. "' 19417 "' PLANS APPROVAL DATE No.'-==----<- --------I< Exp~-30-93 it 4. ,Bl"1CK ~✓-LETTERS (SER/ES C) OA/ REFLECT/VE OR/!NGE BACK GROC/A/LJ. . • TR·AFFIG: ENGINEERING ~,I; CIVIL / ~ Herman co.N·suL TAN Ts 4;, 0 -~1./•.'-''1;1/-' :c:-~;;;;;F ;;;;;C;;;;~ ;;:::;,r :. Kimmel and Associates -- (714) 8'32-SCol <o 6'1-129 044 5, ,8(./'lCK "71? "t:..c7TER.5'6S'ER/ES' c) ON REF~cCT/t/E ORAA/0€ 8,L?C K GROt/A./D, B~R PEDESTRIANS RESTRICTED ON NEWPORT _ BLVD NORTH OF VIA LIDO PED DETOUR" -L> © 1 2 3 " 1 NOTES /7S NOTED ON TN/5' PC./lN' "AS BUILT" ( B.Y· was > • ~ ~ NO SCALE h'tllr; @ {Rt:) @) . \J) PED/B/K€ P/llH (A/OTE 3) ('SR. 7) @(Lr.) ® -,R9t,, PeR 5'h'€ET SC-B @{Lt:) ® * * .INS'T/lt.l ,5'/GA/S .Ot/R/,VG STAGE IT /IN.O .4t..L BR/LJG'E COA/S'TRbC77CW ST/IGES. -= PE.OESTR/AN FlOtu PED. DE'JOt.JR ROUTE CONSTl<l/CTION AREA S/GM PLAN ·No-SCALE cs~, . , cu 12207 EA 0/879/ _ , - • C < OJ r,1 JJ C -. ~' ~-t.:.) ! 0 Il ~ z GJ z C <. OJ m :0 ' ' . . . . . X -- . POST DATA ROAD-PLAN SIGN PANEL SIZE LENGTH H SPAN REMOV SIDE SHEET CODE SIGN SIGN NO. SIZE 1 POST NO. EA EA CS-I I © /08''K/8" 4"x 6" /6.5' 7' 5'-4'" ' 0 @ ~,,,,,_ 42' ' w >-(/") CD > 2 ©(LT} /O,S";< /8" . 16.S' s'-4" 0 UJ @ /08",c42 w a: (/") w 3 @ 84" 30" > I- UJ <( I a: 0 SC.3 48"x It!/' '; 17 -4"-6" X --48'',t /8'' I_ ~~ ~ CS(l?T} i O l'C) ~ 4 C/8 4"",,4,5" /5.S' I - I Cl ! S) C /,!j 48''.x48" /5.5' I ~-~ s C/8 41J"x48" 15.5' I ~ 6 C/8 48'~4,5" 15.5' I o>->-7 C /.3 60"xe4' 1.3.S' 3'-6" wDJ CD I-D 0 8 @ /OS"x 42' /5 5'-4" <"Cw w __J z '<'. 48"x 4d' ::i c.'.l 0 9 C/8 /5.5' I 0 -__J (/") w /0 C 1/J 49'',(49" <"( w I /5.5' I 00 0 II 48'x48" /S.5' C 18 I 12. C/3 60'',(24" /3 . .5. .31-6" /3 C/8 4t/'x4tf' IS.5' . I 14 C/3 60"xe4" /.!J.5' !J'-6" /5 C/8 48"x48" IS.5' I " 60"x e4" /.3.5' .3'-6" ~ ~ 16 C' /3 X -\.!:j· ~ 17 C'/8 48";< 48" IS.5' I ½ fil u /8 C/3 60"x l!4' /3.5' 3' -6" ~ 19 C/3 1.o''x 24" ~ ~ ~ ! J @ 84-"" 3d' ~ ~ ~ SC.3 48"x /8" 17. 5 1 3 '-6" ~ • 2.0 C/3 60"x 24' /3.5' 3'-b" • - et C 18 48"i< 4fl' 15.5' I 22 C 1.3 6d'"c4' /3.5' 3'-b" 23 C/8 4,5" X 4,5" 15.5' I 24 C/3 6 o"" e 4" l!J.5' 3' -6" 25 C/8 48"x4t/' /5.5' I 26 C/3 60"xc4" /3.5' 3'-6" z 27 C/8 48"x 48" 15.5' I Q -60''x24" I-2,!J C l!J /3.5' 3'-6" c:c I-2.9 (: /8 4/f'x4g" /5.5' I cc Q .50 @(LT) /08" 1t /8" )< CL. /6.5' s·-4" v.i ® 96"x 4~' z c:c 4,B"x.4g" 15.5' cc .3/ (: /I!, I I- LL 32 C /3 60" 24' /3.5' 3'-6" Q 33 ({)(RT) 84">< 713" /8' 4' -6" I-z 34 lg;(LT) 54"x 7,5" /13' 4'-6" LU :E 35 @{LT) 84''x 7/f' It, 4'-"" I-cc c:c CL. LU C • . . c:c .SWE£T TOT,4L /(p -z cc Q . . LL -...I c:c -(.) a· -- LL Q -~ . . X LU .§ I-c:c I-. v.i di . . .-. .. F(!Rf\/ 0C-O1:-92-F'F (REV. 1.'86) " •. ,.' . • • ! i ' ' . . . -ROADSIDE I --CONSTRUCTION AREA ROADSIDE DETAIL SIGN RELOCATE .SIGN STRAP & ROADSIDE 2 POST e5RAfflffT SIGN METHOD EA EA EA I I I I I I . I I I I I I I I I I I I I I . . co . - . . . F"OR A[DUC[D Pl ANS (1 ORIGINAL SC Al EI!;, IN 1NCt<[:C, I . ' ' POST MILES SHEET TOTAL DIST COUNTY ROUTE TOT AL PROJECT NO. SHEETS 12 01-a ss 0.0/0.3 68 ~ . . %t.k-r tiJdL Tu.,. . . . ~------½iofESSIOf\'.cq REGISTERED CIVIL ENGINEER / '/ 1$ ~ , i;::-1-/ILBEl?T ~ 'Or / !<3 WILL/t'IM DICK. ~ --. ~ . rn SIGNAGE PLANS APPROVAL DATE :ac No. /94/7 "'/ « , E 9·30-93 J -xp. 'J . Herman _r/: CIVIL '"h Kimmel and Associates -.-1;-, fl-'</,., • "-OF C~I.I~ / ---- - - NOTES: ' 1 . • H • DIMENSION= VERTICAL CLEARANCE BETWEEN BOTTOM OF SIGN TO EXISTING GRADE. 2. "SPAN" = POST SPACING. ~-.S/6.</S .SNA~~ 8£' /H.S7"A£££0 P£',,t? .S7"AU.OAR.O P£A,</$ S'4/-..3., .S4e-/.S., t;! .5'44-7. - -. . - . . . . . . . . _, ' ' ' -- . . . . .. ... SIGN QUANTITIES "AS BUILT" -. CS-2 ( BY was ) . . . . .. . -- 1 2 3 I ' I cu 12207 EA 01879/. . . • --- " - I I : I --- I [ ' - • 0 5 0 ~ C ~ 0 " ~ ""i .. - ' "' (II .<::' C $'. co m :D 'I: ' I., ) c ' " $, ___ ~ 0 JJ ~ < z G) z X X X X >-CD 0 UJ Cl) > UJ a: UJ cy,:~ 1-, <I; I 0 Ii) ~ ·, o>- UJ CD 1-o <i: UJ _Jz ::::) C) 0 -_J (/) <i: UJ 00 z 0 j:: c:( I-- CJ: 0 Cl.. Cl) z cc cc I- I.I.. 0 1-z I.I.I ::;E I- CC c:i:: Cl.. w C cc :z cc 0 u.. ...I cc t.:I u.. 0 w I-c:::c I- Cl) • ~ ~ ~ ~ ~ ~ \:I,_, 0 \ UJ Cl) > UJ a: UJ I-<i: 0 °' I l'f'\ ~ :::i:: >-CD 0 UJ :,c 0 UJ I 0 FORM DC-OE-90-PF (REV. 1 /86) ~• .,. I Tf"Pc H' rL:.) TYPE.I PAR/r#/q #ETER A/OTES T#/.S SN€£T: ~ .E.X/$17,</~ TO REMAN [ZJ rOR 6c,.(/c,,;P,4L. ,.(/OTC:$ ,4,.(/,0 ,OC:7}1/L.$ .Sec S/2/ccT.5' SC-I ¢ SC-c. 0 S4U.D,8i..4ST co,(/,,,,-,{/C17UG c.A'/ST/,.(/6 STR/Pd</6, .4,RROUS A,,V,0 t:.c(S-€,.(/,0, E%C€PT AS ,1/0T€,O 7V RE#,4/.,(/. Rc#Olrc ,,,P,4/Sc,O ,..0.4Vc#€,UT ./4".4'RA"'ERS &'#ckt: ,</C:CESSARY. ~ REcOC4TE $/q,(/ 0,(/7<J ,(/ca/ Pos:; c.¥'/ST/,</q STRccT C:./6//T, OR c.¥'/..577,</q-.5'/Ci,,(/At. AS ,(/OTE,O. @J /MS?Ai.l.. ,.(/Ea/ ..5/(f,</ A,UD POST. ~ Re.HOVE S/6,</ A,</,0 POST, AS ,</07£,0. ~ [£] ,0.4/,</T STR/,0/,(/($, ARl'A:?a/.S, Lcqc,(/,0, A#.0 /,(/S,7;:ft{c RA/SC:.D P.4VcUc;;(/T #A'RRERS .PEA=' CAL.T,f'A#S Cl=l';f/L..$ ¢ qE,f/€RAt. ,,.(/OTcS. .PANT 4" a//.//Tc .PARA'N6 S7:4Lc. $TR/Pc .Pc.R C/Tf/ Or .,(/c&:/,..OORT 8cAC// ST.O. PLA# 80/-L rOR ~o .OE4'Rcc A,1/6Le p,4,,,r;:,,k',4(/q. DET,4/t_ 304 &, /Z "a/II/TE C#cl//i0,1/S (/0' c-c) DET,4/i 38 rWt:F) Z8 4 R/8(/?7} 1?=800' QQ vu L ..L .J • 5Ne / I Lc4c/./o RED CV-RB cXI.ST/,</6 PAl?At:{cc. ,OA/?A"/,</6 .STAit.S PAl?A'IX/6 #cTc/? STREET N4ME SIGN 0 lt'.41,/D/CAP S7)fL.L DE7Jt/L Pc.R C/TV o,,,,-.,(/,Ed/,Pa,f'T ,6E.4C// /?EQt//PE#E#T 37 4 R99 I • • · I I E,Y/6T. BOC I I C(lf/CE 574T/0/V I L ~~--_J STREET "AS BUILT" NOTES-THIS PLAN FOR STRIPING ONLY! ( BY W8S) FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 2 3 ~7 STR/PES DIST COUNTY ROUTE POST MILES TOT AL PROJECT SHEET TOTAL NO SHEETS IZ Ora. S5 0.0/0.3 69 123 REGISTERED CIVIL ENGINEER /714) 852 • 86/b 87-/29/044 II II II II l\J II II II " ,, II II II " II II II II A"=3, I \ 'r- ,</OT TO SCALE r---N C,, TVPc 1?.lZfR) r@J-R// / ~ l'i'/Orl' T J ~ C, TVPEI "1----,--I I I I ' I I ' I C>-' I '\J ' T'/,PcI TY,PE ZlZ rL) TYP. PAVEMENT DELINEATION ' SIGN PLAN I ULTIMATE ,j SCALE 111= 20' \ Sec .ocm/t. ':4/' ,4.eovE ''4LLE Y,,~----✓ ,/ '---------...-_ _, PD-I cu ,2207 EA 0/879/ ~ .... °' '° ~ • ~ "' "' • "' ' "' (,I X X X l)cTAIL "X '' ~ REDCb'RB (EXISTING) ?~7' --r 1 00 CB ~~I 0 + _J L l4:1-Zo' I, 20' 1l4 '-~ ' 4-"WHITE (TYPIC,4L} P4RKHVG .ST,4LLS' 0 w >-Cl) O'.l > 0 w w a: Cl) w > I-w <t a: 0 o WI) d( I-°' <t . • 0 ""' ~ ~ ~ ::i:: 4' " 0 >->-w O'.l O'.l I-0 0 <t w w ....Jz :,s:: ::J CJ () 0-....J Cl) w <tw I 00 () ~ I I 0 N () !J --t-7 \\ I I I\ ,, I\ \I \\ \\ \ \ I I I \ \e-' I\ \ \' I I I \ \ \ ' \ ;_\ ___ -1 G P-73-, I ,-t--\-1 ' \ \\ \ I I I \\ \ I \ I \ \ I ~ I \ 1' VAR. I I \ I 0 ------------~,L--~-----i • 0: 0 >--I- z C -I-c::;r; I-cc Q C!.. en :?-c::;r; 0!: I-, L!.. C I-:;.: bY a: I- C!: c::;r; C!.. bY Cl c:t -:;;::: a: Cl L!.. ::::i o:t c.:, L!.. Q L!.I I-<:::t I-en .Sec TR4FRC .S/GA/4L PL.4/41 S'/-IEET t:-E NOTES TI-I/S S#EET: 0 [TI 0 @] @] @] ~ [i] c)(/S77NG TO REM4/A/. FOR GENER/lL A/OTES H'A/0 OETAi'/i::'.S SEE SH'EET ':3C-/ ff .SC-e . S/lA/OBi./lS'T CONFL/C77A/G EY/S77A/G $.TR/PING, ('.'.EGE...V.O_.,. AIN,D 4RROWS1 EYCEPT 45' A/OTED TO RE/144//V.'REMO//E R/1/SEO P-4VEA4ENT A4ARKERS LVH'ERE A/EC€SS.4RY. RELOC4TE S/GV ONTO A/Eal POS0 E,,f/$77,</(f STR£ET t/c,/-IT, 0A' E%/$77,{lc; .S/4/✓AL/ AS llOTED. /NST.4t:.i. NEW SIGN .4N.O POST. REMOVE S'/GA/ AN.D POS'-7:; '4S /VOTELJ. P/21/NT S'TR/P//4/G, LEGEA/0, ARROa/S A#L> /NST/7Lt.. R/7/5€0 P/1VEA4EA/T A44RKERS Pe.R C,qLTRAA/S OET,4/L5 /?A/0 GENERAL A/OTES. VA/COVER EXIS17AIG P4RK.¾'G /METERS- FORM DC-OE-90-PF (REV. 1/86) BcJ\,,lC~ (p 7YPE JZll(L) 7VPEI c5' 10' SEE SI-IT. POS-I 3zND 5T. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES I\J 50' 0 1 A./Eu.lPORT 72' I ~T NEWPORT PIER _.' 1 f BALBOA PIER ® TYPE IJZ (L) f7VPICAL) BLVO. ) , $ 1 TYPE .I1T (L) (7YPICAL) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS le Ora-55 o.o 0.3 70 123 .-! '!laU 1J).t,(h 0~ 0 <: fl /,/L.t,ER7' % REGISTERED CIVIL ENGINEER I cf a/IL L/,11>1 O!Ck:50N %, ------------1:;, -/9417 ,;;; PLANS APPROVAL DATE No.----1-----------------\\'' Exp.'7-30-'73 l} TRAFFIC ENGINEERING CIVIL '-'>- Herman CONSUL TANTs or c~'-'''"°""' Kimmel and Associates ("114) 8'52-S<oi <D DETAIL 8 ¢10 3 R7 (,:, le "UIN/Ti= rc5 'l::'-C) &, DETAIL 38 END o,-= EY/S77A/G R96 R96A 2 3 Pr9Rk'/N0. (ll ..._ -L 63 ....J L 150' -r ,~4AIS/Tf. W - qo ' 7l?AIVS. - -Ii) DET/t/L 3&A 5 Rl-2 I r.,, le "LtlH'/TE Ch'EV;fON'S ( /o'.C-C) "AS ( BY BUILT" was) -r() 2 5 R20{5) ,OETA/t:. c'9 + ..1 L Q + -.J L + _J ~~~-G SEE DETAIL "X ,,___,.,,___ ir -- --- "' ~ '10/ WANS. -TYPE I'Z(t.) --C!,l -DETAIL .38 OJ PAVEMENT DELINEATION /SIGN PLAN ULTIMATE SCALE: 111 = 20' PD-2 cu 12207 EA ' X X X--~ ~ ~ ~ ~ ~ ~ ~ X X >-CD D LJ.J Cf) > LJ.J a: LJ.J \) I-~ <( ' D l'T\ ~ '• □>-LJ.J CD. 1-o <(w ..J z ::J ('.) U-..J (/) <(LJ.J CJD z Q -I- CC I- CC Q Cl. v., z cc cc I- LL. Q 1-z w == I-CC cc Cl. w Q cc -z cc Q LL. -...I cc c.:I LL. Q w I-cc I-v., 0 LJ.J Cf) > LJ.J a: LJ.J I-<( D ~ ' rr, ~ ~ >-CD D w :,::: () w I () ~ ~ lj ~ R ~ A.IE'lL/PORT fiAILEY AVE. & OGT,<J/L. B ¢ 10 i <;;;' ro· 1 ,o' s' SEE TRArFIC 6/G/f./,qc_ ,---P{.,QA/ SllEET G'-~ . (\) 0 I 0 <J) . 0 0 3' n.. 0 f-+ Lil (fl w (fl I if) • lJJ <( w I- lf) (f) i< vJ I 4' - (\J -I\) c,: ~ ·co E OCTD 1;, 0€TA/i. 38 R 41 60' '50' 50' 9 5 1<2e(s) ~ i D,-pe G (Typ1 'ca ) ~ ·o .JOIN - €)(!5T. 8€:G' G.L/G'tI:'T PDS-I NOTES T/-1/S SHEET: 11] EXIST/A/G TO REM.4IA/. 12' 4 1?7 RIO (Rt) 6 10' 10' 10' " " ,, I ' 1,, [Z] FORGENERA'L NOTE-5' ..4/410 DEl??ILS' SEE S/.IEETS SC-/ ~ SC-Z '50' cf1 VAR. O' Dt:771/i. cc @ S,4/v'DBt.AST COAIFL/CT/NG EX'/.577N0 S7RIP/.NG'., iEGEN.l:3, ANO /1/rl?OWS EXCc.PT AS /VOTELJ. TO RE..u4/A/. RE/YJOVE R/1/SED PAI/EMEA/T ,-r✓-,.;:,,RKERS' U/h'ERF A/G"'CE5'S.4RY. IT] RElOCATE S/GN ONTO NEW PoST, £)(/ST/,</cJ, STREET Lit:;//?; OR cXIST/tl/v .S/6,</At., AS ..</OTE.O. @J INSTALL #Et.ti SIG# .4IVO POST. ~ REMOVE SIGN /?A/D POST .1'1S NOTED- ~ P,.<71/4/T STR/P/A./G, ~EG€ND, ARRt:>41.S AllD /A./ST/1~L.. R.4/Sc-o P/'?VEA4€NT A1ARKERS' PER C/ll.TR,QA/S OET/1/L.S .4A/D G€N'ER..4'L.. NO/cS'- [z] UNCOVER EXISTING PARK/NG .METERS. 8 5 R26{s) L + _j L + DETAlt...5' 8 f/0 f3LI/O. _J L + LEGEND RED Ct/RB 0 1 FORM OC-OE-90-PF (REV. 1/86) S6Jll'l~~ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES Vor. _j Owy 2 3 ; , /l£T',4/.I-29 .Dwy. Vor. "AS ( BY BUILT" W8S) 0 '1' 0~ ·o Ill G.. r- + f- (I') lJ.) ow -I • r.fJ 4'.w 1-w (f) ul DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS Ora 55 0.0/0.3 71 123 REGISTERED CIVIL ENGINEER ~l'-0 f ESS10,i,4{ 0 ~ ~ ll/l.8ERT ~ "" '" ( /] (LJ/L.l./41>1 OIC"'5a i -------------"' No. /94/ 7 "' I-P_L_A_NS_A_PP_R_o_v_A_L_D_AT_E _____ ---1. • 9-'30-C/3 * Exp.~~~ TRAFFIC ENGINEERING CIVIL ,,_ Herman CONSULTANTS 1<c:i~""' or c~1., Kimmel and Associates (,14) 8'5c?-5<cl<o PAVEMENT DELINEATION /SIGN PLAN ULTIMATE SCALE : I" = 20' PD-3 cu 12207 EA 01879/ ~ " .... 't I "' • " u ' a.- ' "' Ill X X X X >-co Cl llJ Cl) > llJ a: ~~ <( ' Cl tr) ~ '-:, ...... >-@co r-Cl <( llJ _Jz =i (!:) 0-_J (/) <( llJ 0 Cl z 0 j::: cc I-~ 0 Cl.. Cr.I z cc = I- LL. 0 1-z w ::ii: I-= < Cl.. w Cl < -z = 0 LL. -...I cc C,) LL. 0 w I-< I- Cl llJ Cl) > llJ a: llJ r-<( Cl ~ ' CY) ~ ::t::_ >-co Cl llJ ~ 0 llJ I 0 ' Cr.I t SEE TRArr/C S/GNAL Pl..47N 0 [)€'TAIL. a; 0 RI @_ R41 @] Rcfb(S} [I] Rl5. Dwv 0 (() 0 I • {j) 10 a r- 0.. + R/5 I-(t) ~o f I- (/) • (() ~~ 5o' --(/) I() - 50• r-,.1 % (n-;r::1) ......_______ / LJET,4/L 3c;, /3 4 127 \ 1 I SHEET G"-e ~Rq.g (Rf) " R34 ,,: E R7 RIOt'Rr.) .,.--50' PE CL) R~4 -rt) 0 lc'@HIT€ 6 TYPE IY(R} .....,,./4:JZT i,... TYP. ~~, R/0;::i(Lf.) lo le''aJHIT€ SNS CHEV-'<'ONS' (eo'c-c) 0 DE7;t:/fL.3(b All F,'/C'/NG NjB TRAFFIC I lc"ttlll/TE I I I' I I I ~ I // I r.J E-T4/L38 NOTES TNIS SHEET: ~ EXISTING TO ReMA/N. [Z] @ ~ 0 @] ~ 0J ~ FOR 6EN€R,4L A./07l:S 4A/D Dc01/Z-S SEE SHEETS gc -/ f( SC-.:!! . SAA.IOBL,4ST CON.A:'./C77NG E-k'/S'T/N0 STR/P//./~ LcGEA/0,, ARROW, EX-CEPT 4S A/OTcD 70 REMA/A/. REMOVE RA/SED P..47VEMENT /WARK€.RS' @#ERE NECESSARY. LJO/N €)(/ST. REt.OC47E S/G,V OMVNEtLI POST, EXISTING STREET LIGIIT, 0/i' EX/STING S/GIV4L, AS IVOTEO. /NS17lll ,VEIL/ S'/GN ,<7NO .POST. REMO//E S/0,</ ,<7NO p:;sr, ..47S A/OTED. PA/A.IT STR/Pl/./0 1 t.BSEND, 4RRO/IV.S, t'IIY0 /A/ST4C:L R4/ScD P,4//EMEIVT MARKERS PER C.4t.1R4NS DE771/8,4ND GENER/lL NOTES'. !?E!OC4TE ,P,4RKl/./6' METER PCJST ?ER C/7Y t7,F NEWPORT 8E.4C# 5TO OR4W/A/G 'J/Z-L f 9/t,;-L COVeR ,METER W/ 8!/RL4P .-r/,4TERl4L. R4/SELJ ME"D/Alv OR A.C. 0/KE (As ,VOTED) TO Be CO/v'ST/i'c/C'TEO YIA .SI/VOLE LA'IVE CLO.St/RES (PcR C,4LT/i'AIVS STIJ. PL..47N T-1/). SEE SHEET L-4. r- --------- -' - F/7CIN& N/B TRAFFIC F/1CING SjB TR/!FF/C 0 TYPEJY(l) TYPICAL -I ; ' 1 EXIST7.VG S'IDEt'LMLK N -0 0 0 230• -- --/- - Ii' 0: :J ~OTE: 1 .4lL STl'i"//0/NG ON COVCl'TE"Tc l:¥?/OGE '°=CK AN,O CONC~Tc .4~0ACH ST~CTU~ Sh/ALL NAVc A .5 "8L.ACK '5TR/PE ON E,<OCN 5/.0c OF LANE -5T.R/,.O/NG ,Oc:TA/L. S/4/Oa.tN_ 2 3 "AS ( BY BUILT" WSS) FORM DC-OE-SO-PF (REV. 1/86) 863944t FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES I\) TYP£ZIT(L) TYPICAL ,. •· ~VETA\ L "3'1 A DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 55 o.o 0.3 72 123 REGISTERED CIVIL ENGINEER CL, ll.OfESSiO IIIC.8ER !tl!LLIA'//'l DIC. "" No /94/7 PLANS APPROVAL DATE t----------------\1-1< Exp_';1-3Q-2 TRAFFIC ENGINEERING Herman coNsuL TANTs Kimmel and Associates ( 714) sc;;-z-&!or <a CIVIL OF C~I.I r-----13/ COI-.NJTR.UCT MEDIAN FROM STA. /OcJ-tOO TO ST/l II-Zf-50. (Sea. Sheer l-4) 0 DETA/L c'7 lo /c,, WH/Te C#EVRON (/o'c-c) E Re<o(S) /5 I ,- BRIOG€ RAIL - EDGE OF BRl.oGE LJECr( 4 {ll 2 (RT)? (L)t:, ( 30) E GcB . f LONG BEACH G.:ic;:,, SANTA ANA G~~ SAN DIEGO /' J..L-----::-------' 0 PAVEMENT DELINEATION~ IGN PLAN ULTIMATE SCALE: 111= 20' cu /2207 EA PD-4 I 018791 .... N "" X X ~ x-~ ~ t ~ ~ ~ ~ ( • (J lcj ~~3/ C0#.5TRdCTMc0/4# FROM STA. 108 i-00 TO STA. 1/2-1-50. (SEE 51/EET L-4) I ', '' DETAIL I ( ' 110• TAl"ER 3/ CONSTRUCT /1.C. /J/l<;E Fl?OA1 STA./IZ-f5tJ TO ST4./!4f90.(5EE SI/EcT t.-7) [I) TYPE.I DIST COUNT, ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO SHEETS l'2 Ol'"Q 55 0.0/0.3 73 123 REGISTERED CIVIL ENGII\JEER '¥"''~\ sSJj-1,~ ( ,,,.~-,, j'~::L~!~~\.Ci ~ 1'14/ 7 I "' PLANS APPROVAL DATE No ----'---'---/ t--,,--------------1 • \ E,p _9_•.3Q_·~9~3i' • TRAFFIC ENGINEERING Herman coNsuL TAN Ts ' ' ' ~ -(\J -0 ---...,., -----U\J 80UleVA~.O Kimmel and Associates ('l 14) 6'=>2 -S<ol (o >--CD 0 w Cf) > w a: w ~ f-°' <( ' 0 II) ~ 0 >--wCD f-0 <( w -'z :::) (.!j U-....J Cf) <(W uo z Cl -I-cc I-cc Cl ICI.. Cl) z cc cc I- LL. Cl I-z w :E I-cc cc ICI.. w Cl cc -z cc Cl LL. ::::i cc c., LL. Cl w I- CC I-- 0 w Cf) > w a: w f-<( 0 ~ ' !'fl i :i::: >--Cl) 0 w ~ u w J: u ::c-: ~ IJ ~ " ~ en I 0 Cl.~ ~"' ~; ~----1 ----L if1 L ~Q 4J • ~~ ~ N WZ (Rf)~ CON.5TRt/CT wi:.(20) Ct/RB (.5EE 51/EETL-7) NOTE: r::::7 1'2" W1-11TE , ~Cl-\cVERONS (25 c-c) (o OE.,AI\... °b(o ALL STR/P/A./6 0V CQ.UCl-?ETc ,e,9/0GE DECK t<JIUO CONC~Tc t<J/OA9C:WCN' STRUCTl..J~€ Sh'4C.L ,</,4 VE ,4 3 // 8L4CK '5TR//Oe ON EACN S/,Oe OF LANE ,5TR/P/NG ,(JET,4/L. .5NaaJA.I. @J.ot'TAIL :38,4 ~ BEGIN OETA!l 25A b DETAIL -ZSA @OETA/l 24 -------~ ------::::: --~ ' ' NOrES rNl.5 SNccr: [§ [Z] @ ~ ~ ~ ~ eX/ST/NG TO REM..4/IU. ~ GeNel'i?AC. NOTES ...:,,V,0 ~7;2:J/L'5 SEE S#t!:cT SC-If' SC'-2 :j4A/.0&A5T a:){/.PUC?7NG C:X/ST//4/G ST~/.-0/A.IG, CE6€A.JO,ANO ~ .. EXC.:PT 45 ...U::,7E".O n:., ~..4/N. t'T15'J,70VE ~/550 AQi,e;,nGVr M4RKO"?S .eJhle~€ NECcSSQl't'Y. ~LCCATE S/GA./ 7V A.JeLLJ tcnsT,. EXISTING STREET f./G/IT, OR EX/.ST/NG :.S/19/VAL., AS /VOTELJ. /A.ISJ:i<UL A/ca.I S/6A../ .4UO ~T. ~1-E 51/6/41 M/.0 ~?; .<JS A/OTE.0. ,.Q(J/A.IT S?J?/P/N,G~ (.t!:q€A/.0, ARROWS .4NO /A/:57ZJLL.. /f(',<J/Se.O .,qcvew6Vr M,4,'T'K~ C4LT,9t:JN6 ,OeTA/LS M/..0 C,c;Vi3.-e4L A/0Te6 . • fi',,q/SEO MEO/AN OR A.C. 0/Kc (As lv'OTcLJ) TO BE CONSTRu'CTEO VIA .S/lv'GLE LAA/E C'L05t/RES (PcR CAL TRA/V.S .STO. PLAN T-1/). SEE SIIEET L-4 OR L-7 AS AIOTEO. .5/NGt.E LAAIE CLOStlRE PER CAL TRAAI.S STD. PLAN T-1/. t'j R7 t/ R7A 4 FACING S/B TRAFFIC Yl"EG >- 30'C-C 7EA) "" 0 -........___ 1 FORM OC-OE-92-PF (REV 1/86) ~ , ... , FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 2 0 b 12." WI-I ITE. C.1-\eVf'(OloJ", e 10' C-C SEE SHE.ET CS-/ Y16L-O J TYPEG @2o'c-c (ti EA) €c TY?Ee '!p" MARKER I (o I OETAI L 'Z"5 A (JJ \ I JOIN EXl5T!NG .. I I I I \ I I I ' \ I I ' \ I I I I I I \ I I -:-~'ef-;'/--------~1~------------~---" \ ' ---------------7 I \ ---------~-------------- .St.OPE ;t;ND DR..4'/N4G'E E4SEMENT 4' WI-II TYPEG @.co'c-c (5EA) \ \ I I \ I I I \I \I \ \\ \ I \\ \I ' ' I \I \I I\ \I E 1z'w+1rre C:.I-IEVRO.U @ 2<jC•C \Ir°' I\ 0,. 'I" I\:\:) \I • ,,_ ''..) \I \\ II \\ \I ,, II I\ \\ \\ ,, \\ "AS BUILT" was) PAVEMENT DELINEATION ULTIMATE SCALE: I 11= 20' SIGN PLAN JO/IV £X/.5T. ( BY PD-5 cu 12207 EA 01879/ t ., .J :ti I ~ 1\1 "' I ...., ~ "' X X X X >-m 0 w (f) > w a: 0 w (f) > u.J a: w f-<( 0 0 >->-w mm f-o o <( w w __J z ~ :'.j (;) u U-w __J (f) <( w :r: 00 U z 0 j:: < I- CC 0 0.. en z < cc I- LL. 0 ' 1-z w == I-CC < 0.. w .Q < -z cc 0 s :~ LL. 0 s~ en t POST DATA PLAN ROAD-ROADSIDE us11t'~L RELOCATE ROADSIDE SIGN QUANTITIES ULTIMATE SHEET SIGN CODE NO. PANEL • SIZE LENGTH H SPAN R~~i,ri ~:g~ 2 s~giT \1;,_RD"l5L.E& ROADSIDE SIZE • 1-----+-----+--+----+--+--1Po_s_T-+-----+-'BM=RE:.c.ATc~H'b=ED:c..T+--s1_G_N_+----+----+----1 EA EA EA EA EA POS-1 34 R // 36 "x 36 ,, ., If (O(LT} <;t:8_''.x/6': 4 X 4 S'l-----+---+-~/-1----+----+---+----+----+-----l PDS-2 I R/-2 I z Rl:6(5) I 3 Rl:6(S) I 4 li'7 /.S I PIJ.S-.3 5 R26(5) I 6 R 7 24'~.3tf .. ., RIO(lfT) 4""x/6" 4 x 4 //' 1.51-----1 I 7 1?7 24"x3o" 1----+--l--'--+-=----,..---i-::--:---,-~ 4 ''x 4. RIO/J?T) '18",c /6" /. 5 1------l I 8 R26(S) I 9 RZtS(S} I qero I I I POS-4 II li'Z6(S) I /2 RVS 2.4"x24' 4"x 4" /0.S' s· I 13 I 14 R 7 24"x 3d ' . R34 24x2,?" 4"x4" //' I.S' ( , /5 W 2 (/fr) .36 "x36'" t:/ "x 4" /7. 5 , 7' 1----1---+--,,'f--+---+---+---+----+----+----I W.6(.30) .30'5, 36' /6 RIO(RTJ 48"x/6" 4"x 4" /0' S' I l----'--1---+--'--l---+----+---1--+---+---l---+----+---1----+-----+-----+---I/ P/JS-S 17 W Z. fRT) 36"x 36" • l--'-1-'--+--'--+--,---':-1---,,----,,i w 6 (20) 8o"x 3d' " ii 4x4 s'-1----+----1 I 18 R .?6(S} l2''x It!/ 4":,e 4" /0' I 19 ti II 4 :,(4 R 714 24''x l/3'' /2.5' 1--t-+---, I 20 R 26(S) t2'k /,S" 4""-4" /0' I 21 Rl-2 ..36" 4''x4" II. 5' I 22 R Z 6(S) I z"x /,8" 4" x 4" /0' I Z3 RI-Z .36" 4"x 4" 11.5' I 24 W4(e0) 60'~60" 4"x 6" 15.5' 6' 4' I 25 /,Z"x/,!J" 4'x 4" /0' 5' I Z6 R 26/S) 4",c. 4" ·/0' 5' I 27 R/78 I PDS-1 28 Rl8()1T) .!6"x!J6" 4"x4" 11.S' s· I 29 RI I .30 RIO(RT) 48"x/6" 4"x 4" El RI/ .36"x 36" 4"x 4" /2' s I 5 I R /1 B 3o"x ,g6" 33 I 35 I / / ..5h'EET TOTALS /0 26 I / NOTES: DIST COUNTY ROUTE ss REGISTERED CIVIL ENGINEER POST MILES TOT AL PROJECT __ ·0.0/0 . .3 SHEET TOT AL • NO SHEETS 74 123 .,..-, ' ' --- -~il)fESSI0,11-4! 0 2:1 g #ILBEHT 'i', /g W/Ll/AIY/ DIC/<50. ~ 'l.1..,1 l'"'"1 ' ---,-----,--,-,--=cc=------I°' • _l..:..9_4..:..1..:..7_ "' 1--P_L_AN..,;S~A_P_P_RO_V_A_L_D_AT_E ____ ----\-,• NEo. IJ-.30-'fJ.3 >I-,__ , \ xp. _:_=..::.....:.: Herman \ .r,,, c1v1L """ Kimmel and Associates ~or c~\.,,ci~~- 1. "H" DIMENSION• VERTICAL CLEARANCE BETWEEN BOTTOM OF SIGN TO EXISTING GRADE. 2. "SPAN" • POST SPACING. 3. SIGNS .SHAt.l BE ./"N.5'TALLEP PER .J'TAIVOARO PLAN..s' ..S-41-3', $4,2-/S, ..4Nb .5'44-7. DELINEATOR QUANTITY TYPE I "AS ( BY CLASS 1 CLASS 2 /· 29 BUILT" W8S) \ \ Sl'GN QUANTITIES PD-6 I • • L-..~-L----------------------,--------:...· -------------,-~:-:::--:::-~:-:-:-:::-::-;::--;::--:-:-:;:----------------,----------------------,-----------,----------1 I FOR REDUCED PLANS • FORM DC-OE 92-PF (REV. 1/86) rlli1~~ 0 1 I 2 • .. I 3 I .. ORIGINAL SCALE IS IN INCHES cu /2207 EA 01879/ I I I ::: 8 - " ;n t,, ~ ~ Jn 0 p r 21 ;p lIJ z C s": OJ m JJ z I tJJ c<:. C :;o [TJ n :;J "'------- • E 0 ~ I \~ / 1\1 0 JJ ~ z Ci) z C < OJ m :o 0 ::0 ~ z Ci) z - "' • _,: ~-· •. - ::"'.:._;: -------~-----~~--.--------------------- Dc;fum el~ v. 0. O • . !00 Properly Line----.... _ Curb Line Rel Nall t.ot. ~ Var,·es (7!0''± fa /f-'3 1'!) 128 ! 0" Mcosvred Properly Line fo Anqle Pl. ' -----r - ---------,-- alon9 Refainln9 Wall Layoul fine Elev 9./8' ELEVATION H= 6 Eleva/ions shown are fop or wall e/evC?l1on unless noled ofherwise. 13:0·1 and r--v varies OS OSO 2139 (2/86) Dowels. See- Concrele 8arrt"er 1ype; 26A on "Concrele ,!Jarr/e,- sV;:::t" ,e~ ''.5/Jeef H-4\ 4"clr ' ClearC?nce, w1dlh or wa// and roof1n9 he/9/2f s/2own svpersedi::s Shcel no. 83-7, pa9e 11.3 or 5/andard Plcrns clafed J,:;,nvary /988. H-6 n 1------~-='~~I -V f=h-,,_, ~~______, H-6 See H-/O ror aclo'✓-li'ona/ dela✓-1s no/ .shown . , e;:1si. burldinq rJ.G. ---1- ' ' ' . Ld TYPICAL SECTION s PLAN !''=!O' By Chcck,.I / ko · DESIGN -5 ;,,,.,...:__Ci. µ,.__,__,-I 89 l& ;0 1 ORJGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNiA DEPART~ENT OF TRANSPORTATION 0 -2 For defq,"/5 nof shown 11,, I fl' '"h I see Aour,acn ,_oyou, .. s ,eer DIST. , COUNTY ROUTE POST MILES SI-IEET TOT AL TOTAL PROJECT NO SHEETS 12 55 75 123 H-!D Top or Refairnnq Nall (H-8) fo 1nofch fo,o or Rel fa/all(N-10) H-8 Curb Line --...i Approach Slab exisfino buildin.,9 ~ Var-;es - Ind/co/es /nd/cafes S/rvclur~ excoyaf✓-on Slruclurc bcci<r/II DIVISION OF STRUCTURES STRUCTURE DESIGN 5,/,_:,; a 14_,jr /2.2 c 24771 I PROJECT ENGINEER REGISTEFIEO CIVJL. ENGINEER NO POST MILE t 0.2 Di~rt?gard print...:: bearin,=: earliC'r revision da~e~ REGISTERED ENGINEER -CIVIL S. L. liEUOtl PLANS APPROVAL DATE No. 35115 Dowels -see Concrele Barr/er Type 26A5 on ''Concrefe Barrier Type c'c:; "shee I----< ___J_ u H-10 /!4" fyp 1,0 fy,o. ·xp. 9-3C-9! ~-. h I fa/a I I L o t. j 4 ,, , C. 1, .... lyp Va..-ie.s ' ' . . u Clear-..anc.:!', w1c/l/2 or wall and rool1n9 he19hl Shown svpersedes sheel no. 83--.., p,:;,9e 109 or Standard ,Plans o'oli:: January 1988. 4" i.,,-,Pface waterstop as shown r, t WATE;::::;STOP AT TOP OF WALL ! l, BEACH ·CHAt·-Jl'-JEL BRIDGE (WIDEN) RETAINli-✓G W!-\LL NUf'vliBER 1 SHEET OF 20 2.G ~ . " 0 ~ ct 3 ; ::;, ~ r' .u 2 ', fl 0 .~ C ~ -C ~ [iJ r.J JJ p[__ __ _ ' I I .J ' I ,I ' ·1 " I I I I i j i . j \; C 0 ~ 0 JJ ~ .-~ , . ,_ '7 c, ,<'., C s;: OJ m JJ ji,__ ___ , 0 :0 ~ <"'. z G) z C < m 1•7 JJ 0 .JJ ' ~ < L , • . -. .,_ . ,-_,, . -·· ·; ··-~ -..:-•.'• . :-. : "· ., --~ . : ' " .. ' -. - -•--. See "Abulmenl 6 i.ayouf "shcel- I II 1/2 expansion JI --- - • * * Maleh elev. fop or approach slab Sleeper s I er b ------A 178}0" Meosvred olonq Rela/nin9 Wall Layoul 48-'0" H=B Relc11n/n9 Woll Type I A e ________________________________ -,,..J ~ £lev. /5, 3 DEVELOPED ELEVATION l"=IO' . i- \ '/ elev. 13. 9' E.le val/ons shown are fop or wall elevolions 1.1nless noled ofl?erwise ' Curb Line 1?=270' LI =43•17'35" L = 204.0I' 7: /07.15' N65•50 '09 "E Elev 13.0' curb Line Approach slab --y .,.. curb Line ✓ 25-1-00 1 R:230.0J I 26r-OO I as □so 2 139 cussi ea 48069 I I I ----, --, --, Cvrb Line R= 230' L'. = 4 ?026 '09-" L • 190.4-2' T "'IOI. 05' PLAN _/":10' DETAILS By AES /.?-88 Check,/4:'-(t: / ftf State of CALIFORNIA DEPAf!Tf,JEt-iT Of TAANSPDRTATION "AS (. BY BUILT" W8S) DIVISION OF STRUCTURES STRUCTURE DESIGN -t',~h 1W ';i c(~ BRIDGE NO. 55-35 POST MILE 11---'--""'--'-"'-'-=-s_-,. 0.2 -----~ ~-~~- DIST. , COUNTY ROUTE 12 Ora 55 REGISTERED ENGINEER -CIVIL POST MILES TOTAL PROJECT .. ,., '"" -.....,_. SHEET TOTAL NO SHEETS "76 123 C I " l>l-----· 1!4· fyp. - ] ~----. ~ . 1·. ~1 -. - 4"clr /yp --- Re/ Woll !.0t.. l 4 ,, I, I Cr /·_vp 7 4 ,, I .L c.r ryp. l --· Ii-. . 1/~1/ /✓•-· ~~ :::. ==.:=:::'.:tt±==:'7 _-_-_:-_ -_ -_::-'__;:---_]__~, ~ . I ,.__,I Rel. Wall JA ~1-1=12 .shown. 1/-8 and 11-6 similar. TYPICAL NEWPORT BEACH RETAINING ~i: '. --~t 1 ~ i I SEC-I ION ~e~,e; Cle.arorce ~ ½'IOrh or ;-val/ _ ,:;17d /oc:,fin9 he;g-lh show/7 su,.oerce.des sheef no. B.3-:3, pc11;;e 10-9 of' Slandard Plans doled January 1988. -~ -,, ~ ..-r~-, ; -·'-• CHANl\JEL I BRIDGE (VVIDEN) t VI/ALL NUtvrlBER 2 f ~--,. --~-i=-..:::e..-:..:..:.:::,·...;;:..;~_.,.:..-- . REVISION OATES (PRELIMINARY STAGE..E ONLY) SHEET OF ) 0 :a ~ ~ z C S! L, ' : 0 JJ ~ z Ci) • z C <· -1 [,J 1 i-,- 0 .u ~ <; z Ci) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu 12207 EA 018791 D1::;regard prinL'l bearing earlier revi.:-ion dntc-s I I 2\ 26 ,·_, ~' . --.. ·--. .;·r-" , ::, ·. . ' I . I \ -;,:c•===========·Z··""·==··=•-=-~., .. a,:.::,.============e:::a•,:::,-="02•C::·===============·-::C•;,:c-,:;z .• =•::::•::;\.:,:: •• c,::-.c::,,,:,:,-:,::.;:: •• ;z·.============-=·=·:a;:•.z:!:•::S:•'.c:··S:,,·======:,,!,;:::====·""·=•·=====--·=·-!::l·:,C·===========·-=-- " " · C , S - a z : : : ! 9 " ' · · = · • : , , ; - - p : • , : c - = - = = r = = = = " f ' · " " · • C E • ~ , a : , • " ' : " " ~ " " ' ° " ~ - z - , s , - ' f " · " " ' · = • 9 " " 1 > · a 5 ' · 2 5 ' - - 1 ' S · " " ; ) · , l DIST. COUNTY ROUTE r&Ple ~1/sj~CT ~~fT STHOE'k't~ Ii l 12 Ort7 55 -77 123 j Elev. 8.0' l Dalvm elev. 0.0' • ) Submllted by 01':SION ENGlNEEl'I Approval Recommended By DS OSO 21 38 (2/86) sa ~so1~ !BB~ O" Measured a/on Refainin Nall la ovl Lii?e CHIEF, OFFICE OF STRUCTURE DESIGN REGISTERED CIVIL ENGINEER 1- ' i 1---------=--------------------"-R,'-'e-'-r-''a...:.1.c.:nc...1...:n-"o_M_a:..../_l_liu1_:__e_f.:...A_ e ------------------------------~-, ;:;; . D. NEWEL ..... =c---~=:c:c-=-,,-------1"' Ho. 13798 PLANS APPROVAL DATE .._ ____________ -1-1< xp, 03/31/ 40~0" H= 6 I00-1-00 I . 40'.0" ~ 0 Begin Nall By DESIGN .S,/u_..;__ Ci' ~),,-1/"' DETAILS By . A. Sano 1-89 QUANTITIES 24!0" H=8 Top of" Foolinq DEVELOPED LAYOUT SPEC IFICAT JONS By 64'. 0" H= 12 IOI t-00 ELEVA-I ION Cvr/; fine R= 270.00' 6 = 43 ° I 7 I 3 5 ,, L = 204.0/' T = 10 ?. 15' -??,,oo PLAN /11,/0' . Plan.!:. and Specs Comp11red ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 24-10" H=B /I: 6 Elevaf1ons shown crre lo·p or Neri/ eleval/ons unless nofed olherwise. Rel. Nall !.Ot'. R: 325.00' 6 = /4 6 48'32" L = 84.00' T = 42. 23' ' 4 ,,c· /.r yp. • 4"clr typ . . Ref. Nall .t.OL ,--''-----, ~ j 4"clr lyp 4"clr lyp __ _,_t l CIVIL or c~1.1 ---=T=Y=P=I =C=~=L=,,.== 1 _=,:=,,t..=C=T=l=O=N=---e!J f!j Clearances , wio'lh of" wall and rool/n9 heighf shown supercedes s/2ecl no. B3-3, pa9e 109 or Sfandard i Cvrb i/ne ' Plans claled Janvary 1988.: State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 2 3 23. 58' Rf POC Sia 21 +BI. 34' Cvrb Line= Ref. /'✓all I.OL EC Sia !Ol+BB.00 = End Nall "AS ( BY BUILT" W8S) INDEX Sheet /v'o 1. TO PLANS 'liflc: General Plan STANDARD PLANS DATED JANUARY "1988 80-3 83-3 B3-8 83-9 /3/1-7 Excavolion qnd 8acA/';// Br1d9e Svrcha,-9e aod Wall Br1d9e Dela/ls Refa1n/n9 Wall Type. I A Relc11nin9 Nall Defa1'/s Alo I • Refaiainq Wal/ Delo/ls Noc Chain !.1ak Rail/n7 ~ Siondard Pion Sheet No. ~Detail No. DIVISION OF STRUCTURES STRUCTURE DESIGN i::-;t<~ BRIDGE NO. ;~£,~1------flNEWPORT BEACH RETAINING WALL NUMBER 3 PROJECT ENGINEER cu 12?0 7 EA 018791 POST MIL..E REOISTEREO CIVIL ENGINEER NO 0.2 Disregard prints bearing (>arlll~r rev1~1on da!Rs --p, GENERAL PLAN •·-•-" ....... c:;; REVISION DATES j?AE°LIMIN:AAY STAGE ONLY) Of?/ '7/4 --~· SHEET OF i 1 l J l _j I I . I r, p '= c1 X L. <' CD m 7.) 0 JJ ~ ? --" «:: GJ z C s L' . .l r:7 :Ci I ii __ _ I 0 ~ ,c C Jj , ~ < z G) z C < OJ re, JJ ►~---' 0 JJ ~ z G) 7(, X X X X 0 w >-Cl) (Il > 0 W w a: •· z ::;; (X) ~ 11-----2 -STAKES \__ L------ROOT BALL SECTION TREE STAKING I I I MULCH °l,, , _ \:'.)::<-.:• ' '... : . • J .. FINISHED GRADE BOTTOM OF BASIN 4" BELOW TOP ~ -ROOT BALL = OF ROOT BALL -1..., • • SECTION BASIN TYPE I (SLOPE AREA) • BASIN AREA EQUIVALENT TO 24" DIAMETER 11\i~J -(~P Mlv ~ltA.rf"IC--= ~ t? ite&r, ~i? 11 ~el,{)w I 1ofoP~ut~ _____ _ --~\l~1'l~IN0 /4.IA-M~IIIAN • JZw,;i;:J'\"TN(?J AP-i~Ae, ' 0 POST MILES SHEET TOTAL AVID s. HAYES, LANDSCAPE ARCHITECT DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS l 124 N. LINDENDALE I----+-----+----+-~~~=~+---'-'~~~ FULLERTON, CALIFORNIA 92631 [714) 871-2738 - I c:p ' -' : ,-:· 78 123 . B@W W~(.&-1.Jp--. -~=,:::~ -RE~G~IST~E-RE-D~~v/i-N~l7-0U.~\?,.,...G'-f.~P.,-Cf.f,...,li1,;:;_;f __ ~ \l}<Nl7"'v~ ~ /Bw~~. ,_. ----------1 "' No. '2610 • I _PL_A_Ns_A_P_P_Ro_v_AL_D_A_TE ____ ---\1* Exp. l'l/81 /it * _ - I I I n o C 6 TI '-• $'. OJ m JJ z >'-----" ~~---, Cl) w > 1-w --<I'. i--------------.1-----1------------------t----+----------------'----------I a: 0 1 2 3 i£ 1±1. I ~ 0 w !;;: - 0 '->-~ (Il iti 1-0 o <I'. w w ...Jz :.: :::i Cl o 0-w ....I Cl) <I'. W I 00 0 z Q -I-CC l-a: Q Cl-e,) z cc = 1- u. Q 1-z LU == I-= cc Cl. LU Cl cc -z = Q u. :::J cc c., u. Q s~ Cl) dP U) . -. ~ NEWPORT BLVD.• ' I I. lt? I \ 7 'l't'f', i I I I I /f -++-+++-t-++++-iH,++-H,'-+++-Hl++. +-+'1'.-+:++-1+++-H\-Hrn !H-++-t---c,+-H I-7 I I i -I Lfp+-,++t-i,+++-ih+-++-+t-.i-i+r....,.ir+~~-+j+-H' +"J-,..t, --;V· c'-,-t•r1_t·1-+:--1+-HH-11<f-HH -~ H-+++--++-1 , I.cl' ' ' ' C7 : I---1-). -LI I I I'-I I e-J T -!--• , ' {:-r-r· -~ I -_-+tt-+-t--t--t-k , F : : 1 1 ' I I I ~ I 1 1 I I __ :"-1 1 1 \. \ 1 1 1 ~ 1 : , 1 I ,_ -~lo"' I I I I I I I : : I I I J I ; I ~·----I I I ' I I )<---l I I I Jt-+-t--i ·~~ I '! I L I I 1-· ''III' -1--~,· ~. ··,---+-~11 ! __ , ___ I--:-'--"= _;~1-:-~-j -~~~--:'._t~-1::; -• .... 1 :--k / I I ..... tt~W..,.. I 1 :-:-! -__ _L, , 1 I __ , : : : :7 ; : 1 1 i -I 1--'--f-t-,-+-+-,-++---1 --f --- - -~ -'] ·----, -1 I -f', ,.. i ~ I 1 l : I ; I : ;=1-r: : I 1-1----I 1 --+--'-+--f· l I ,---,-1-j ~ I i I _!_. -1-1+1=ms.· +: :iz:;,--1-8'+_;s1=1+1:~'1=-+"1=14-,f-+.fJ+++,J1-FJ++Ic-,: S8-n / i-t-t-t--i--,--,t I I I ' I ' I I 7 I I ! ' : _1 ; : I : ~-H--~~ --~ --I _:_H - . ' ~ ~ I ~ I I I I • ! I ! t I I I I I i I I I I I H--l--i_, I I -H--H--1-1 -H-J--H-+-H-++H-++-t--H'-+-t--H--t++--t-+-t-+-H-++-t--1--H-,---t-++-+1 + I I I II I I I· I I , I -',!----~ '------~! ·1 _1 _ _J_j-'_J___ 1 f----+ : : : : I -l-l-1±1::1 ' I I I ! .• f----+ .... ---; +++I--+ -•l--t--1-++-t--t--i--i·-i-i------,-~----•••• , __ ++-i-+-t---Hf--'----;-+i ~-LJ.t.-. -------------'---_ti_ -1-----'-'--1.--..j...-4'.i-la:l:::H::±±i::tt'-f::jH-:j: --H--H ~------'--l··l-++-+-H_.J++-11-'--+-H-I----1---I----I--c--1--H-+--t-t-++-t-+-t-++-i--H-+-t--H-+-,--HH+-H I • \ • I I ,--' ' ,, I I I I ,, --:.......---..;;..-.._:.___1_ ~ ..!._L ~--t:::±:::JH-+++t-tt-H-t-+HTt-H-t--t-t-i--;-t--H--H-++++'+' +-t-+-H I I I r--------b+.c!::::!::-±::±::tt::c:tr..tt-'-:1=~'ct1~,~+tt~:+tl:=1+1 . -\\---1--\! --+-I ---------jl -1---· -PATO 4 _ &X l~'tJ8 ~----·_ _ . --'---~ '_rt_,_-+1_ I \ I T~ 12-;= A1· P-€61.IQ,:__-_ -------·-_ ' ' -. -. - I COMM'L-FERT. ; -PLANIING_LIMITS : PLANT PLANT SYMBOL ' GROUP NO. ·--________ .. · BOTANICAL NAME · COMMON NAME -i QUANT.• _S~ZE: -EA.,- HOLE SIZE; __ BASIN l -----.. -.. -~ I TYPE I ---IRON SOIL-. ' SULFA TE I AMEND.'. , (APPLICATION RATE)! DETAIL ___ STAKING • , MIN. DISTANCE FROM , - - -..l j------,..---+ -- ---_I -------·----·-' DIA. DEPTH PLANTING PLT. ESTB. ~ ??, . _A~_~vl.bs ~~ND1i::vo~1~oeott)-l~ ~CNl/4ia-o 00\JCHs-iz.k:. ~U,A, t;,0At..-aqo 1~11_ ~le{ 11 t. 1-~ I td. PT - t------+----+-------+------------+------------+-----+-----+-----+---+-----+------+-----1------_ /7 (p, l--l&_IU~M_tl~tJ-lC8P.. 1R;1rff Pr~!'-1 DNhAF OL-f-AN 10Ff2-~GAi..-[O>I?; 1~ 11 1.4' 1 ,t I ~ I tJ. F-T, - u 1 1- "'r(j, J-I l.\,.e;., - - - (1?,V~'\ .. \i:•1Ai::'~J "AS (EY - -- • -TRVD.I _: •• '"~ • - • - -:ARTI-JAVE[ : ON ' W-AY--'PVMT. :ilfc,~ WALL: DITCH DITCH CENTEF . 1011 BUil"'"" FORM DC-OE-90-PF (REV. 1/86) 8639444 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' 1 I ' 2 I ' 3 I 1 PLANTING PLAN cu REMARKS .. EA L-6: t I I I - I I ( 0 5 \; C g z ~ <.: z GJ / C < re rn :J "''------ 0 :0 I ~, ' z G) z C < n r.7 :C1 _j 0 JJ ~ <.: L G) z C • --------------------------------,--------------------·----------------------••-•-·-- X X x---- X )( ,__---+ - - -- I --I I ' I 0 I I uJ >-(J) I m I > 0 I uJ I uJ ' er: I (J) ' I > ' w ' e-- ' uJ i <( er: 0 ..____-+ -· - w ' f- <( ' 0 ' 0 >-' w m, f-0' <( uJ _J z ::i ('.J ()_ _J (JJ <( uJ 00 z Cl j:: cc I- CC Cl Q. Cl) z cc cc I- LL Cl 1-z LU ::iE I- CC cc Q. LU Cl ! --- >-m 0 u.J :,,: u uJ I u FORM OC-OE-92-PF (REV. 1/86) 86l9443 - ) \;?,ow. ) a : W, > <C > w ..J Z, I ~ lC) I _, ,-: I Cl) w w Cl) . .:, ; g, O'> _,. 0) 0) a ~ Cl) w z :J I 0 I- <( 2 ) _J I \ ' - '---------.:....:._ __________ _ ----- NEWPORT BLVD . ( . -------------+·-- ' . . \ I ----~--------tiow ----------~-----------------'---------L--...._____ ' ' \ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I 1 I 2 I 3 I --------------------------,-------------------------- DAVIDS. HAYES, LANDSCAPE ARCHITECT 01sT COUNTY ROUTE T6-PltT P~~j~cT s~bET lHi~~ 1124 N. LINDENDALE t---t-------i1-----+-----'----":...:..:...:"---'--'--'-"'"-='--'----+-'-'--"'---+'"'--"=-"-'--"'--1 "AS { BY FULLERTON, CALIFORNIA 92631 (714) 871-2738 r--. ...'...i ,-: I Cl) w w Cl) 0 0 LO r--. C') Q, ..-+ ~ Cl) w z _, I 0 I-<( 2 ) BUILT" WSS) PLANTING PLAN 79 123 • c-- SEE SHT. L-6 FOR PLANT LIST.:· cu EA L-7 1 ~ " "' to ~ • ~ l\l V1 • "1 .... '-ii lJJ X X x--- X X 0 w >-(J) Ill > 0 w w a: (J) w > I-w <l'. a: 0 w I- <l'. 0 0->->- w Ill Ill I-0 0 <l'. w w ....J z ::.:'. i3(9 WU, ....J CJ] <l'. w I uo u ~£ ~r1 i1 ~I l 1 ~ :::::, ~ 81 = i ~I ~ I z 0 -I-c:c I-cc: 0 CL. Cl) z c:c cc: I- u.. 0 I-z LU ::ii: I-cc: c:c CL. LU C c:c -z cc: c:, u.. j ....I c:c (;) u.. 0 LU ~ I-c:c I- Cl) 6' 10 / CAP, GPA ; ' ~-- i--: 1-..---------- I U) w w U) ---b~~wt<l-itiiJf-11"---+ I _[0 11?;1'2,t2i1,,1hJ1'!iJfJ1"'- ~ WA.7fl'L.,;'rl; \ 0 11,1 l?JiZ..,owN tt'I-INI~-+ Q LO q'L ~f=iN I? ~ C') 0 ..- <( I-U) w z _J I 0 I-<( ~ I I • I ' I ' I '· ,_ fff -t:c ,_ "' ,_ re 0 .:r "' .0 0 9 ..., s :s '1:---------'------+ -----1 DAVID S. HA YES, LANDSCAPE ARCHITECT 1124 N. UNDENDALE _ FULLERTON, CALIFORNIA 92631 (714) 871-2738 -+------~IM'IN~ ~A1'ti1N~1 Lb. f!Wf€CT IN fv'Aef~------------;,<;::---------------------J--------------____ / ____ _ ------------------- DIST ' COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO SHEETS 80 123_ ... / ----. ~_£_~~-REGISTERED l;Wti'.'??Al'ei AP:iui:\l1lvi' Nu UJIO ; PLANS APPRC'IAL DATE [Cl t--.;;_;_;.;;___,;;.__.;;.__ ______ .., • . bp na',, 17'3 / ,t. ,_ /y ~· / -i: ·-\}~' \.~-:~ -- ------~---~N~EW~P'QJO~T BLVD. a ------------- dr2 -- --------------- ~:Jdi-~l1"( ~N ~~-=1/:11-/!j&_ --.. • "AS ( BY BUILT" W8S) ---------------------------- SEE SHT. L-'6 FOR PLANT LIST I ' . 5 :u .. 0 D ~ ..... :6 = g: < i;:; Tl z :11 c7 ~ C: ~ 0 ~ z ~ C $ [O m ::0 "'------ ) ~~-~-c ~ z I ~ C: ~ "'i Qa 0 :0 1> '< < . I c:.\ =it I- I 9 b ' ... "" • ~ ll"il "' • "" 0. ::0 ~ z G) z C :;: DJ fTI _1_1 0 :0 ~ L [i) X X x---- X X •'. >-[l) 0 LU (/) > LU a: LU I-<,: 0 '-. >-53 ro t-o <,: LU ....lz ::J Cl (.) -...J C/J <,: LU 00 z 0 j::: cc I-= 0 ~ er.I z ·CC = I- LL. 0 1-z w == I-= cc ~ w Cl cc -z = 0 LL. -...I cc (.) LL. 0 w I-cc I-er.I 0 LU (/) > LU a: LU I-<,: 0 >-CD 0 LU ::.:: (.) LU I <..) FORM DC-OE-92-PF (REV. i /86) 16\o r?-AP !NO l/h NG~ Af Bil 39443 DAVID s. HA YES, LANDSCAPE ARCHITECT DIST couNTY ROUTE T6.P.K~ p~Ib5~cT ~ig:T J~~~ 1124 N. UNDENDALE t----t----+-----t-------+--~+------t FULLERTON, CALIFORNIA 92631 • [714) 871-2738 81 1:l3 REGISTERED VM-Jt7"?v,\,\7[? ,o/iG<-tlff'bf / --------~--I;:! No. t,0[(J :;I' PLANS APPROVAL DATE pW':z 11S OF C~I.I< '-"- "\, • I~ w/w M& \ -f.-l--'~~~- /% • ' ~ ' -~~;?.;y;~_,,,<-,.(_, ~'tz, /,,9r~'-;f-""~~ ~_?-(Y .-.&1 ~~ \ ·' • ' p,4t,,~__f:_g1z.e_~ ' . • 0 ,_ 2 3 ·.'AS ( BY BUILT" was,. FOR REDUCED 'PLANS ORIGINAL SCALE IS IN-INCHES . PLANTING PLAN ---'===================--~----.-----------. .SEE SHT. L-6.FOR PLANT LIST ,j \_ ---------'' cu EA ) ;-·n ~ I ¢ 01 CI JJ : .-C --. -·~ < i' ---• ;:c :::: ~-=: :'_ 7 C 0 I J. ' I ·I ,, > ~I c" I o, '.-J I i! ,· ~ ~ :z :; ;o~ "-- 0 IJ l> > ~ • X X x---- X X >-co 0 w U) > w a: 0 w U) > w a: w ~ 0 ">-@co En f-o o <Cw w -'z::.:: :::, c:i 0 0-w ...J {/) <CW I 00 0 z = -t-~ = Cl. en z < ICC t- u. = t-z LU == t-lCC er: Cl. LU Cl < -z ICC = LI. -...I < c., LI. = LU I-er: I-en FORM DC-:-OE-90-PF (REV. 1/86) 8639444 ,-. • l!l 1i' 0'r2-&wrJ trz.~ N l?- .-t. !& I ~12-MN rie~ ~ i,::- @ --~ lb>tz.ow~ Tr2-~N~ \ ~!>! ,6.J?J& G!M_-_--+ ' X X X FOR REDUCED PLANS ORIGINAL' SCALE IS IN INCHES X X . . 0 1 X 2 , 3 POST MILES SHEET TOTAL DAVID s. HAYES, LANDSCAPE ARCHITECT DIST. COUNTY ROUTE TOTAL PROJECT NO .. SHEETS 1124 N. LINDENDALE 1-----t---+----+---'--"-''-'--=---'-'-'-=~-t--'~-;-=~=-t +. . ~1Ai'i~ M~t. +ti', FULLERTON, CALIFORNIA 92631 (714) 871-2738 -IV. A0'f1 012-,4 11 AS ~Ul~L T~" ----t- ( BY was) 82 123 PIS'c,4~ ~ "-' ~~~ :-,--:-=--:-==-:-:--:-~==------I "' No. B-l -f i...;.P.;;;LA.;;.N;.;;S..;.A;;..PP;.;.R.;.;;O..;.VA;.;L;.;D;;..A;;..TE;.._ ____ _,.,... Exp. fuz 11 q 0 0:: ~ w _J :) 0 OJ ~ 0:: 0 Cl. s w z SEE SHT. L-6 FOR PLANT LIST cu EA L-10 ' f ~ • C Q " "-J -u (.S .l.J -= ;;,. < ,". ..IJ z ' ' I .. \ "' i§ 5 \ L C ~ OJ m JJ 0 JJ ~ L G:: -;- ) 0 :0 ~ z r.1 I I ' ! I I . ·--. -----, ·--:r ' /' I r···· .,...,~·,c·--~ -· ~.,..,."' -·~ -:-r • .. j • , . f \ • .'.;'J ... ' ,'; ·~ ~----'.""-___________________ .._ ___________ -,-______________ ._ ________________________ ""T" __ ._ __________________________ ._~--T".'~'""'.".~""'T'"-~:-'"":"".~~""'=~~~=:ir"=~ t"' r • IMIIT 1 • DAVID S. HAYES, LANDSCAPE ARCHITECT 1'1-"- 0'=" +-='0 .:..:""-" --1-___:':.:.:0 ':.:.;"_+-,_.:.::.:...:' "::.:"::.,._....:'.:.:.°'':.:.' .:..: ... .:..:":::"-+-.!!'-c+-'~~ \i 1, X I Xi I I / • -X -•--......,...,....-4 • .. .. X X • C ,., m " • • • > • "' • • C ,., m .., • .., C • E E 0 u • "' • > 0 " " "' • -• C u • .c u -"' • " • u • " C • ... C 0 • • C • ; 0 u • -.c u -< • " • u • .., C • ... u .!. 0 .: ' ! I * IN FRONT OF CONTROLLER 4' ' 3'* PEDESTAL MOUNTED ELECTRIC AUTOMATIC CONTROLLER (E.A.C.) ---......... ON/OFF SWITCH-- FLEXIBLE CONDUIT AS REQUIRED -- SLOPE TD DRAIN FILL 4" DIA. HOLE WITH 1/8" GRAVEL 3' x 4' CONCRETE PAD MIN OF 3' IN FRONT OF CONTROLLER DOOR-- ! 2" CONDUCTORS lN CONDUIT TO POWER SOURCE I20V ELECTRIC SERVICE OR LOW VOLTAGE SUPPLY. {SEE ALSO SCHEMATIC 3 CONTROLLER + OIRECTION IN .. TO PLUG AND RECEPTABLE CONNECTOR OF CONTROLLER E WHICH CONTROLLER 6" DOOR(S) OPEN PLAN I ~TERMINAL STRIP OPEN END CRIMP TERMINAL---- INSULATION OVER CRIMP SECTION _ _.- WRAP-AROUND CLOTH MARKER DIRECT BURIAL WIRE -- ______, SEE DETAIL ABOVE -----INSULATED BUSHING FINISHED GRADE PULL BOX • " ~.7l, .. l,w;.i,w,,1"1.,~=-=-=-=-=-=-=-:::..n c,.· 411 -";;n-:;~, T t:g.i ls' MAX ~N. 2" CONDUIT INSULATED ON SHEET D· ) -------.-J BUSHING LONG SWEEP ELLS NEUTRAL 6 CONTROL .::...-- CONDUCTORS TO M,R.C.V., BOOSTER PUMP, R.C.V.'S, CONTROL RELAY, OR OTHER CONTROLLERS, ETC., AS REQUIRED. SECTION ------RISER T x T PLASTIC STREET ELL , I J -:)., \""-= ;\ SUPPLY LINE ~--\ I ' ' I \ I T x T PLASTIC ELL../ 24" PLASTIC NIPPLE \ T x T PLASTIC STREET ELL ISOMETRIC SWING JOINT TYPE I ' 8 5 IDENTIFICATION PLATES VALVE TYPE - FOR ABBREVIATION SEE SPECIAL PROVISIONS RGV ~ Al2 1 --7 I I • CONTR OLLER TATION ANDS RECLAIMED WATER WAR SIGN WHEN REQUIRE NING D I I L __ .J ONE M ACHINE SC,F\E\1/ PLATE -TYP EACH VALVE BOX CO VER-lo, D PLAN DRILL PLATE & COVER TO ACCEPT SCREW / 1 /4" SLOTTED HEAD MACHINE SCREW 2 -WASHERS & NUT SECTION ---i,-7 ~ I I\ ) \ I \ I z I I _ . 1-7,------ 1 7 ---- ·x l ) z < \ I :::!: :::!: \ (I ~ ~ ~'--1 l_d 2"'MIN. ~ -;... • ~" .,I --,1-, ~ OPENING ~------f'"-7-,,, , ,-r-7-----T11 ,\ I Iii I I I ii I T --,· I I fll ,L ------L .J-L _J-----v _; I I --==--I I I I • r-=7 I I L.J _____ 7 i-------LJ . T-v SUPPL y LINE r1--1i r--------,_J : ' • I I I / -~-------L __ / 4 FINISHED GRADE TOP OF ROOT BALL 1" / ABOVE FINISHED GRADE BOTTOM OF BASIN 3" BELOW FINISHED GRADE MULCH ..,, 24" DIAMETER ROOT BALL 3 7 N 3" 1124 N. LINDENDALE . ' 83 123 ,, , FULLERTON, CALIFORNIA 92631 ·\ J ,A._ 11 (714) 871-2738 Registered Landscape Arch,tact No. z'.&10 Date App.-ov•d --~""---,-----•~/ __ PLUG WYE STRAINER \ ,----, 11 11 BACKFLOW PREVENTER 11 L _J GATE VALVES . N 2" ~ . v FINISHED GRADE ~ 1 __ ..._ _____________ ..._ ___ ....,.. __ 36" WIDE PORTLAND CEMENT CONCRETE PAD,,~' ,. WHEN ENCLOSURE IS NOT REQUIRED ,,, ,. ,: ,,, , ,,, • , PORTLAND CEMENT CONCRETE SUPPORT: 1 CU FT FOR PIPE 1 1 /2" AND SMALLER 2 CU FT FOR PIPE 2" AND LARGER GALVANIZED AND PLASTIC ,> • .. ,.....__., PIPE CONNE~~I~) • --11........___ □-_______ -: -. ----. (,'1 . • , -.....;•==--_:.•~~-+--; .. .. --FROM WATER METER 4' MIN. PLASTrc PIPE·' SUPPLY LINE ELEVATION -------- /COVER / FINISHED GRADE\ ~ f"?[?..,..1/.,..,ij'.'.,...,./..,..ij'.'.7":1/,,...,.%..,..V,.,...,2...,..1/.,...,1/%,....,1/,..,..o/,.,..,%,...,.2..,..V,.,..,%,...,.%..,..;3' ~~ I I I 1 SPRINKLER I ..- COUPLING AS REQUIRED (SAME MATERIAL AS RISER) \ -.. ,. ' , ', : -,.:. -: ·-, 'I' ·•--""\f -~ -';'---:-f OPENING VALVE BOX WOVEN WIRE CLOTH OVER OPENING _J 7 z ~ ' : I ' ~ "AS ( BY BUILT" WSS) .... I Cl UJ I a: UJ Cl) a: FINISHED GRADE , C . ' ; ' '. . j -•...-1'-;;--:~: :\~ -~·, _.__-c:T_~: ~ \~: n:i _.\\ l\i I STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Designed By· Date Revised Conlract Number ' !DETAILS_.. Nr?1 t~ ~~ Drawn By: Re1nse_d By \ .• •. • I -,-.. ~--~~~-~r-----:~~ ;-:'}.~. --~ -=;;~ • .:_-~:..,.d~-~-:-:-~------~~-~.,.:.__ ..... Ilia c,,, • X X X X t---1--------i IRRIGATION LEGEND' •' --[2J ~ L4G"1L?i P'~-:"z,oo MA1J tt11\I;: C P,'-(c.) '91vl3-AC? 1-JOTcO 1------1------------------------------------+------:/-----,i--------,-- >-0'.l o P('--,'W)rJ '71,,(?~v~ CP.vc) t:11i~ /.t:;, fZ:fa 10 w 0 w Cf) ~ lf2.r2.I 0tillal C~/4t>,/t;f, @ C:C:-1-------l------------------------------------t---------t---::::~----, ~ ,.__--,. __ +-O.._v_Ic_it-_c_l7'1_f_v_11\l_r;:?_V,~~-1;_vG_1_Wi_/1.,A_½_..:..(1_)_P_1f_.%_.-::_~_t?i?f_v_1/_v_c;_~_1i-J_0_~_v_~_---1-i ___ --+-__ -___ -+-@--'#=-'------+ > w c:c: w !;: 0 '-. 0 >->-w Cl'.l Ill I-0 0 <Cw w __J z :,,:'. ::> c:i (.) (.) -w __J Cf) <CW I (.) 0 (.) .,, . ,, -' fi20fl:"(:,T ~ i<:ltJ(", 1'¥-!0Atlot-J It~ PvACG 1 ~f-\112-~ 1%-WKf A0 1%&10. ------- ,_ - NEWPORT BLVD. .. ~ -I I I I I • 1· I . I I I I . I I vi, ?,/,fl• . J .. .Z/o.f'• ~ (l 11 IAI I 11 ;i-------1-· - "--'-'--''-'---t---'-''--"' 't ' !;.Xlqft"10>, ' l _ P,,k!1~.Pv6'Al r~v~is~ -h z Cl j:: < I- CC Cl 0. Cf.I z ct· cc I- LL Cl 1-z w == I-CC < 0. w Cl ' SPRINKLER HEAD LEGEND • ~ ........ B,-i tti1PoP-!Pv0vlANG~SfflftfHD, 7;0 '10°, ,e,o~ ~bO· I&' -~~ .1~ 1,1?'1,. -♦♦ Pl-& lti 1' Pof-li? Gil?, ~tJ2.E--AM 'pt, 40~ I&?• ~• .ii 1.~1 -' \ CD A-1 rlmt? ti,~e, IJ.tlp,&cf HS:4.D -@ ' I. . -® 'A-ft,. PtPP-~P. lt-'IPAC"f ttl? .. DeT/41 i,:;NO. ,.. /"7', • ' ' # I I.. ~-~I±: ~-· -• ' ' lb' .r>I l.eil l --~ fXf:1fl N& l<::::i <. _/ c 6N1F·O itlE'r @( 4"?T'A-r1QJ coiJtPOv[.,f)2- ..... X X IV' J. X X I--- -I-- ' FORM DC-OE-90-PF (REV. 1/86) 86.'.19444 \ ' FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' • 0 I 5 • --~1 1' 1!1-14 ti ~------I~ 111 IA!~ i1 ) I 1 I • 2 I ' -. 3 I ' ·, ) ~ )i "AS ( BY ~-. . . - POST MILES Sl;tEET TOTAL DAVID s. HAYES, LANDSCAPE ARCHITECT DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS 1124 N. LINDENDALE t---;------t-------+--~-~---;---.,-i-,~----. FULLERTON, CALIFORNIA 92631 84 ' (23 (714) 871-2738 1 BUILT" WSS) 6" REGISTERED liA\Jl:>f?Af'i;i A!',GltI1i?01 #5 PULL BOX 4' MIN. ' . TYPE "A" PAVEMENT MARKER AT EDGE OF PAVING FINISHED I GRADEn~"1"'iJ~--',•~:tr=1\~t=ir/BU_S~H~IN~G~J,zzzzzz;_,zzzz77777,77,,77"77,T,T,i77,?7';7777,0".4' m ... -2'1 ~ n '/ , / ////////-".1/////////////////////////,t C~P OR CONNECT r [ ! ~ • • . . , TO SUPPLY LINE \ AS REQUIRED ...-'._:"'~,~~-e--.. ----________________ -=;:::,.. #3 REINFORCING BAR Jl--- "' ., • • 1/ TIP'\ w .,,, \ CONDUIT MIN.2 CU.FT. PORTLAND CEMENT CONCRETE THRUST BLOCK COMPACTED OR UNDISTURBED SOIL • 1 \ '--._ WATERLINE CROSSOVER - ""' SPRINKLER CONTROL CROSSOVER WITH PULL WIRE ' ' SECTION --• IRRIGATION CROSSOVER ( TYPICAL ) REVISED 5-30-85 LASC 1 --. L THE IRRIGJ\TION DRAWINGS J\RE DIJ\GR/'i.Mll.'l'IC; ALL PIPES J\ND V/11,VES srtmlN IN PAVING /IRE FOR CLl\RITY ONLY /IND SHOULD BE lNS'l'ALLED IN PLJ\N'rING AREAS WHENEVER POSSIBLE. 2. VERIFY S'.I.'l\'l'IC PRESSURE PRIOR '1'0 CONS'l'RUC'l'ION; NO'l'IFY Cl'l'Y 1S REPRESEN'rl\'l'IVE IF LESS THfi.N TIJJ\T s1fowN. 3. VERlFY LOCJ\TlON /IND DEPTH OF /ILL UNDERGROUND UTILITIES PRIOR '1'0 'l'fiENCII ING. 4, l'RCNCIIING: 11INH\UM COVER 3G" MAIN T,INES AND SPRINKLER LINES UNDER PAVING 1811 MJ\IN LINES IN PLJ\N'l'CD AREAS 12" SPRINKLER .LINES IN PLANTED /IRE/\ 12" CONTROL WIRES. BUNDLE @ 10' INTERVJ\LS AND BURY IN MnINLINE TRENCH. 5. NO ROCRS, nouLDims, OR EXTRI\NEOUS M/\'rERI/\LS TO BE USED IN Bl\CKFILLING OP 'l'RENCHES. 6. /\LL PIPING, SLEEVES, ETC. UNDER PAVING SIIAtL BE INSTALLED PRIOR TO Pl\VING \·lORK. NO TEES, ELLS, OR O'l'EIER '.!.'URNS IN PIPING SHJ\LL I3E LOCJ\TED UNDER PAVING. Cl\P-ENDS lll\ND TIGHT PRIOR TO Dl\CKFILL. 7. l\LL 1'IIREADGD RISERS AND NIPPLES SHALL DE SCHEDULE 80 PVC • /\LL rITTINGS SHALL DE HEAVY Wl\LL. -. . . . 0. USC 'l'EE'LON TAPE ON J\LL THREJ\DED PVC CONNECTIONS. 9. /\LL LINES SltltCI:i BE TIIOROUGI-ILY FLUSHED PRIOR TO INSTl\LLl\TION OF IIEADS. 10. It.JSTfl.LL #14 UP DIRECT-BURIAL IRRIGl\TION, WIRE. UNLESS OTHERWISE INDICl\'fED, INS'l'l\LL h'HITE COMMON 1\ND BLACK PILOT li'IHES. USJ.:: EPOXY-TYPE CONNECTORS AND OURY WIRE IN Ml\INLINE 'fRENCH, TAPED TOGETIIE:R EVERY FT. FORM SIX EACH l" EXPl\NS!ON COILS' AT l\LL Vl\LVES, El\C[J Clll\NGE OF DIRECTION, 1\ND EVERY 10 0 F"l'. Oil''WIRE RUN. INSTl\LL WIRES IN PVC SLEEVE UNDER ALL PJ\VING. 11. UNLESS OTIJERWISE INDICl\TED r LINE VOLTl\GE WILL DE PROVIDED TO . - CONTROLLER BY OWNER OR GENERAL CONTRACTOR. IRfifGJ\TION CONTRJ\CTOJ\ SJI/\LL MA!{Jl 1\LL FIN/\L CONNECTIONS /IND INST/ILL REQUIR~D EQUIPMENT. 12. l\DJUS'l' /\LL SPRINKLERS 1\ND Vl\LVES TO PROVIDE REQUIRED COVERJ\GE WITH NHHM!\.L OVERS PRAY. PERFORM COVERl\GE-'£EST {,1 r-- '. IRRIGATION PLAN 1 cu EA L-1 • ' I - I I 2 ~ 8 3 @ ;g CT: 0 ~ □ ~ ,cs ; g ~ z C 5' rr· • -. !::: ; a' I f' 0 -,, z I J s ~ LJ ~. t ! ]J .u :=; > ' ~ ~ z a ?, ~ z 0 ,,. a..; T ) u JJ ~I c.. G; ' z: C: ' <' OJ . rn _!_: • ' □· -, _•; 10,' ~ I _;.: z; G1 I -1 ~ i • I ' ' ' ' ' ' ; ' . . . . . . . . . . . . . ' . -· --. - - •, ' . -;- ~ . . •· . -~ -f ' . ~ . , I -. --- <( -, -- 0 --r u.., :D cc . -::::i -• 4:...,_ --w _J z ,'. =i ('.) C > U- _J v; ~ <( <{ cJ..J -uo '. ' ~ > . w . . . ..J z • ' ~ ~ I I £ ~ -11.0w' -r ✓ 0 .._ ~ ,\{_ ~ . i -- 1 ~ -p,·o.v1- X -st: ,- 1,\.:.. i I Q _J i 8 I f-'. .:s I t§: ~ Cl) I w -,,.. . w <:::, : ~ -! Cl) :> ' - -NEWPORT BL VD. ' 0 ( . . --. -z 0 0 d . .:= 0) . < ·-+ I-0) cc 0) 0 <i. CL. Cl) I-z Cl) < ' cc w I-z L.L. ::J 0 I I-~ \ I z '7-.&.v./. F,e>.W'. LU ~; ---:I!:: j I-cc I < ,I ~ CL. ) LU . C . ., . . . . • . < . -I z ' \ cc 0 !:!:: 19 . . ....I < ' . ' ' (.) ! L.L. 0 . ::. LU -~ . . . . I-< I-Cl) dr .- . . . FOR REDUCED Pl.ANS . 0 \. 1 2 FORM DC-OE-92-PF (REV. 1/ 8 6) M 19<>~, ORIGINAL SCALc IS IN INCHcS I ; . I ' I . . ' ' DAVID S. HA YES, LANDSCAPE ARCHITECT DIST (_,l)LJt, r, ROUTE POST fOTAl 1124 N. LINDENDALE ------. FULLERTON, CALIFORNIA 92631 . (714) 871·2738 . . . WUCG '?A-Mt;i~{~1.JP-:-·-. . REGISTEREC7/AN~f't, #C,ttl1cCf . . ~ .,....> ); PLANS APPROVAL DATE ~OALG: I''-= '2.o'-O'' • . . . • Cl? ' I _J . I f--'. I I_ Cf) ' LlJ w Cf) • • I>, ~- fi. 0 q LO '+ Cl? 0 ,- ~ Cf) --LlJ z _J I 0 . . I-f'... <( \ '-'-•, . ~ '-. . '-, . --- . . ' . . "AS BUILT" -- ( BY was ) --. -.. . ' :see SHT. L-1 FOR IRRIGA TIOtil __ !,-EGE~D , _IRRIGATION > 3 PLAN I cu EA ' MILES SHEET TOTAL PROJECT NO ::,Hl::ETS . . . 85 123 ~;- ( ,.,., --~--=-~ /_ 1,,1-,.rJc:>~4~ '<I~,,,.-----....... , --1,: 1/grf / -~<f-c,.:;., SJ!.( ~ '.;,' Jj_ \ rJu -elr Z%>10 ~. • \ bp Fre. [~1'7 / * • ._ '• / . , _',t ' • '':;-,,. . ---., '~ . \ µ . . ' . . . . ~ . . .. . . • . L-2 ~ "'t .. "' I .... I'll ~ r I I ·I ~ I r ~ ~ 0 r 0 0 " 0 " 0 u ~ " ~ 0 ~ M 0 " ~ 0 Ca • < e 0 ~ z 0 C 0 0 C . e C ;:;,; ' ~ '" 5 ~ • ' '-~ rn rn :0 • ) ', L GJ \ I 0 :0 ~ z G) ):i I ~ IN .,, I ..., zl c\ < ~I ''' .J.J ,) 0 Il ~ z G) L C <'. X X 0 w >-(/) ID > 0 w w a: (/) w > ~ w a: 0 w I-~ 0 "-0 >->-w ID ID 1-o o ~w w _Jz:.:: :::>() C!:) 0 . - w _J (/) ~WI (.) 0 (.) ~ l----------1--- i-: I Cf) w w CJ) 0 q - -.I ~ '2s Po1N'f ov ccN~~;;r10N £> x----~ ~-~ 11' \!JAT€,2-fv'1cf'f)2.---~ ~ &-00 f'?I ~IC f~<3? ~ ~ ~ M#, i?'"d"1AND ~2 a,f'M Cf) ~ ~ ... -Cl"10iA~IRO ~Cri'T') w ~ ~ 3; = ~ a ~ i ~ ~ 2_ z Q -I I-ct I-a: Q - "' , ,_ I.U I.U ' I= Cl) ,_ er . 0 .:r Cl) . I' Cl2-) G~l~TINb h-!Tl-4>1 P~&N 'Al,1/~, Pi2o~c1" IN Rw;f ( KANl_kvt.,'( ~IZA18?) ~l~J0 '2 11 VA1e"1z.. M~i7JZ,; ~TA"TIC P1~~%Jtz.e : !;.?CZ, f-:;,I -Mlv<:.~M,<'.;NO: '21 @r7M HAt;;1>c:i:2-f2,2Mo1f-C.71"'T~l--- -t-----H'!-/I!,-'' _--------VA,'vVf, v1~~~1t: ' I I I ----,r,<.[9Tl1✓0 WA1ee.. M~tz-- ~0./1?19 ig,y CrT'( (v~r2.IP( L,w'TTlot-J) a X a. Cl,) z ct a: I X I- LL Q I-z w :::5: I-= ct a. w Q < -z a: Q LL -...I ct (.) LL Q w I- ct I-- Cl,) FORM DC-OE-92-PF (REV. 1/86) se394.i.; I • r , I I FOR REDUCED PLANS 0 -1 . ORIGINAL SCALEc IS IN INCHEcS L_ --.L .--.J. ---------- 2 3 • DAVID S. HA YES, LANDSCAPE ARCHITECT DIST couNTY ROUTE T6-PAlT P~~J~cT s~bET sTH~?J~ 1124 N. LINDENDALE lr------t----+-----+----'---"---'--'--"c_;_:-=.:a:c==-+-="--------t--"'--"=-'=-'-'~ ----------- FULLERTON, CALIFORNIA 92631 (714) 871-2738 --------------- "AS ( BY ------------------------------- BUILT" W8S) IRRIGATION PLAN ~-~· (t1_1f/;~----~ PLANS APPROVAL DATE ---: • No q\--21'.?l --j ..._ ___________ ""'"',._.., w., l'M':, it , Exp ---'--__ _ REGISTERED W--1\JD~ Af'ICI-+ lite, ' , ' ,, ' --------------- SEE SHTo L-1 FOR IRRIGATION LEGEND cu EA I .. X X X - - - - 0 w >-Cf) co > 0 w w CI Cf) w > 1--w <( CI 0 w 1-- <( 0 " 0 >->-w co fl] 1--0 0 <( w w _J z :,:: ::::J ('.) u u -w _J Cf) <( W I uo u g J --r u ' ~ '7- I 1 i -:z ~ ~ = -~ <:;,d, ~ X X s::::, ~ z Q j::: cc l-a: Q Cl. v., z cc a: I- LL. Q 1-z w :::e l-a: cc Cl. w C cc -z a: Q LL. -...I cc t., LL. Q w I- CC I-v., t. !4 .... " __ F_::_O_::_R M_::_D.:_C-...:.o_e-_0_2_-P~F_C_R E_v_. -'-' s_s_> _~_,_~· ___________ -· _ ------__ IJtt ~ ti. Pl!? I"~ Ii, 1q I~~ II, ?J{l -.,--~ I'' ~ 1. 't17 ' I I•~~ .• . r- ~------··--·------ -' ''-• .;"' ' ' ~ . =~l~~:""'==;~~~.~~~~~~S=½,,,..::...;~ 'Ii( \.....____-!'':!i:"":,_....,--..r---::" 41 -_. V'// .,..__ ----... ~ ----,._ ~~ , ...,__ -------. •• . ~ -.. -~'>~,-~~~_=_-~&'""'.':~~=:,,~/:..-,-..,~_ i FOR REDUCED PLANS ORIGINAL SCAL c 1;; It> INCHcS • p.. l%M i,Nfe:,c;J,_ VA v ( l,1t--.l& ----------------,--------------------- POST MILES SHEET TOTAL DAVID S. HA YES, LANDSCAPE ARCHITECT 1--0_1s_T---+--_co_u_N_T_Y -+--Ro_u_T_E--lf--T'-"O'--'-T'-"AL=-'--'PR=Oe.eJ=EC=T--t-'N'-'-'o"---l""'s'--"HE=E'-'-Ts 7 1124 N. LINDENDALE FULLERTON, CALIFORNIA 92631 (714) 871-2738 -+-----'fXl&fl~ ~f?-IC4~ YA~L,f"?. NO'll P'( UNl/c::!¼>AAJNO %12,\Jl~ A~'T f;;,l?fOjZEi ti-lt1 ~AP--1 OF ,ri-E~&rl I~ t'e. c-XCAVAilON ·---------\,l)i t? ~-.Z.1 -t------"s:--------\ I ' ~ +. t~ I'• ) . \ ~~ .,. \\le ', ,,. 'If ~ i'.-.. /y --I" -"• ¾, I 'h I Jtc wT>A1"1c-N C6NT/2?1AEf2.. t-a'A71o"1 4 I I i:::lj:;:ctHOAL. f'o1NT oF ~ NE-Ci!ON ti-- ~G,_8 ';SfeC IF IOATt:N"P _re:,[2-· ~~ N 60ilON ~u i r2-evraJf'?, · "AS ( BY BUILT" was)-- - ' ' ' 0 (. ~,v, 87 123 REGISTERED [t,!c!Ji7,G{;Afl:i ,6p..c,f\Wur-:_ -/fl; ....... ~ or c --- ( \ ~ -, 2' ~ ~l?i, -ElfCTfZ.ICAL-M l:?TElL •. f1;-0r?PIL-IN 1·t-11~ ~ ~82-1 f=-'( w/c11-12-10> OAA"w\Z1e.rJ-t1 ~~s. -=(11<FM~ ~ozo":> _-fil z:;[-ry·-z:-.?t11J119Nf.=:a,-:-1/t-/1P-_------ -&, ~N~l1iJl?'EIZb~Clit'1VrfNT5 lo/i,j:-/~I ------------./ ,: SEE SHT. L-1 FOR IRRIGATION LEGENDi O 1 2 3 IRRIGATION PLAN L,_ -.L. __ _J_. ---' _ __j__ ___ ~---_J cu EA L- I I, a u ~ ~ ~ ,~ II Z m " C ti ~ '= I ::;,, (jJ rn JJ i._ __ _ co So r ~ ~ -, ~I =, "' a f:, ___ _ ... N (,I 0 JJ .-~ 21 GJ I -I «'.., Ci <! cci ; r,-=1 i JJ "'----~ ) i Di JJ i 1> < < z GJ ,::. I X X x---- X X >-m Cl w (J) > w a: w I-<( Cl ">-@m Cl w (J) > w a: w I-<( Cl >-m I-Cl O <Cw w -' z ~ => CJ (.) (.) - w -' (J) <CW I (.) Cl (.) I- ffe :r \) !:I'.': "( ~ ~ t -:z. ::,l: t tr, ~ t z Cl -1-:: ICC Cl a. Cf.I z cc ICC I- LL Cl 1-z w :IE tc cc a. w Cl cc -z ICC Cl LL -...J cc C,) LL C w I-cc I- Cf.I J" 7 ' i. ~ ill "' ~ 8s ~ t i§ t MATERIALS: ----------- (j) MALE I.P. fllRE'D ON SFRVICE LINE. {V&Q) FLANGED COUPLING WITH FEMALE I.P. THREAD AND METER INSTALLED BY CIIY JiFTER METER BOX JS IN Pi.ACE. 1~8 : ANGLE METER STOP, JAMES JONES Jl527F OR FORD FV 13-777. TYPE "K" COPPEl1 TUBING. WROUGIIT SILVER BRAZED 90° ELBOW. WROUGHT SILVER B~AZED COUPLING. CORPORATION STOP, JAl1ES JONES 1943 OR FORO F8 50D DOIJBI E BRONZE STRAP SERVICE SADDLE WITH I.P. THREAD. JAMES JONES J979 QP FORD 2028 @) CONC. METER BOX, BROO~S .•65 OR H. & C. 06511 LIi' J ~ R #5/. BOXES SUBJ[lT TO TRA'FIC LOADING REQUIRE STEEL TR/dT JC COVERS. NOTl:'1: I $ii.VER BRAZED COUPLINGS WILL BE PERMITTED AT IN'ERVALS OF 20' IN SIRVJCE LINES OF RIGID COPPER PIPE. . 2. TUBING SHALL BE BENT WITH AN APPROVED BENDER. DISTORTION OF 0.0. SHALL NOT EXCEED 1/8 OF ITS ORIGINAL 0.0. 3. SEE STD-516-L FOR SPACING OF MULTIPLE CONNECTIONS. 4. SEE STD-505-L COR SERVl~E TAP JO LJNED & COATED STEEL M/\lN. REV 3·28·80 CITY OF NEWPORT BEACH llll•wN w.a D•TE 12•"'' 7 1---!::PU~B!!:L~IC'-....!!W~OR~K!!!S~DE!::!P.!:A~RT.!.!M,,,E,cN,_,_T __ ---I -ROVED a a M'--' WATER SERVICE PUBLIC WOIIKS """SZ? .. • ft.E. NO. 1.1/2" a. 2" D 503 L Ol DRAWING NO. ST ~ • 1- FORM DC-OE-90-PF (REV. 1/86) S5J'J444 ~ 1~1 vv'A16r2-Mt"fl?r <&1A1IC f'r2-e0~ii£-: (}lo__fq.,I Wr(. 06-1-'!AN!?: 11 Grfr-1 W..6.1Gl2--%tl✓ ICE P'OI N1"" v'F t:2:?N NE-Cl10~ ------4-12l=Duc:E-o P~. ~~FvOW fr2-tY~ c 1v.,p1J --_ _;,1_,11 -c-i--~-;--;1,4---- // ' @ --M~BP.. !2:c-MOTt-CIY It I CJ I 1-t )-· ---C?'Nif.ov VA~&, .VINl=-9 l?...-1.'S . - It qr A troi-J~co[\)"fizoLJ,i::~,--1. 1tocAr1ot-J 4'-~tee, fo1NT o t~tJl"seilOl\l 11?' ~e ~o,i ft:?~ coi'J N-ecr101-J /Z-e&."<Jl~etJT,;, 111 u I II .,,,. I 11 [I Iv 14 )-------~~ IYl ✓ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES y,.• V 3 /Yl 111 C. 1. 1+ i-----r \11 v €J jq / 0 1 2 //ff' ✓ I' r. ' \ 3 \'.''-',,, \ \ 111 C, rb I ' t1 11 il'.'.:-l+I 1-i.) ip I" I " DAVID S. HA YES, LANDSCAPE ARCHITECT DIST. collNTY ROUTE T6fK2° P~\s5~cr 8~'bET J~E~'s 1124 N. LINDENDALE 1~--l-----+-----+----'-=-.c..c'-=--'--"=~~+--'~'--+~~-=-t1 FULLERTON, CALIFORNIA 92631 (714) 871-2738 i, :Q--11/,i! "4' • • • • .• ::::---.. REGISTERED . C,,At-Jvj'i,oAfee /',J2,;l-111c;C.'f 0 0:: 1 w _J => 0 £D l-o:: 0 Q_ 5 w z \ 88 123 SEE SHT. L-1 FOR IRRIGATIOI\I LEG~ - IRRIGATION PLAN cu EA L-5': C ) '· , ------·---- ~ .... -QI ~ (II ' ,, u JJ ~ L CJ L C <;; I ) 0 :0 -~ z ul z ~ • II' • ~ II! • l,i X X X X 0 UJ fu \ g: 0 ·• UJ UJ er: Cl) > UJ er: ' UJ I-~ 0 0 >->-UJ co co t-o o ~ UJ UJ ...J z ~ :J Cl (.) (.) -UJ ...J Cl) I ~ UJ (.) 0 (.) z Cl i= cc I- CC f Cf,) z cc cc I- L&. Cl 1-z w :& I- CC cc Q. w Cl ■ COAJOl.JCR:JR SCllEOUt.e /?NASE O/ASR4h/ ¢1 <DEP ¢7P ¢7 PP8 ~ 81"8 I. I. 5. ,V. s. 4 4 I C: c' 1 1 2 e e +'-------li---+-=----i--=-+---1 I -I I I I -I I Rr,:z ..5f-cxfion .Pro-ampf -5 -5 "5 7VTAL /7 30 21 51 51 -2 I 4 4 I I I TOT4L - - - E E I I I f <l-~~~ -t> ¢6•◄-- <l-----t> ¢2P - t •r ¢7 DLC ¢7 -I -I I TCJT,<JL I C:: 5 II II A.l/6 Ca,,r;,'-¢? S/8 Counr-¢6 7D7;::/L 5C IE' Pr. #19 lnf<Zrconruz.ct'-Ca6/a. -I I I ■ 11-JSTALL >-IE.W =MOUC.TORE, THl-sOU<,,I-IQLlT 6ffi ~ e,c-rcL& 'Fl..l'=>H 61.JTTON ; ' £ A/OrES rNIS SNEcr: I ~/C S/GU<:1L 4AJO ,t.//Gl,l(,(),4Y C./G/.IT//4.,G cnu5T~?70() ,Sq~ CQ,(JF°"'M TO smrc OC-C<1c:'./~/4 S.mA.J.Q<JRO ~RCQ77Q<J5 4VO SlZ)UO~ ~ (.Q47E".O ✓-4/l./ 88)..4-vO ~ -545::'i,4,:'. Pl';:l::'.)V/5/CJ,US. c. BL,4NK 3. c.K.I.C€.SS ~,u OTNE~ISE., /AJ.OU:::,Ti VE C.Q:),05 SH',4c:'.,:'. d= 6·x~' W/TAI /0' $,q«:'/NG /N TNE .0/~C77QV OF T.-9QV€c:'.. l't.€Cc.SS.4RY STA¥Al'AIG SXl4Lt.. 8E u::xxJTi=O ..'9'?~ TO R).S/770U/,US .ac-TECT0"?5 (.S€E S-'/EET PDS-1 ~ .SC-7 ). 4. A.el.J cova;1r SH-41!'.'.L '°=" ell a-u::::Ess s~CXL.J,u OTNE~ISE. 5. /4-EaJ R..-t:LdOXES ~,4,:'.t,. ,<:IE #5 UNC::ES5 S,v'C)C.U,U 0Ti1/€Ra.>ISE. 6 7. EXISTl,UG TYPE 'p" CXJ,SINET 0V TYPc 'R" C4&'A./€T ra/,{/Q<777QV .:Z.11~.0 ~ OSc 45 ,4 VE~ICC.C COUNT S77J77QV. ~~ EXIS77JUG EQUI/OMEA./T, /,UCLU,0/A./G LEUPOL,O -S?cVeA./5 CC)lj,VTER, r.o.s. SUMMh'TClR, ,4,{f.0 C<',C/~,<J /YJ,4G,UETOMETE/? N'MPL/FIE~. 8. REUS€ EXIS77AIG CQLT~.5 MaoEL /70 Q::)V~Lc:'.€19 A>856n~ Y .CQ?7,.q:c'7E t"L.J/T,1/ n?ClO="L '53e C48/A.leT,, .QETECTVR ,S'c,V.SOR O,</ITS, COV.rZ/CT M0/41/T~, C~..Q/A./4.n'OV 7cLeME~Y, ,4N,O ,<),:'.t,. onvc/? 4VXIU4RY EQU/,c:»?6(/T AIECE~Y 1V /CX:OV/,OE 771/€ OG:=R,4770,V ~-MOO/FY, 45 Rct;?UIREO, IVR E. V. P. CONTROL SYSTEM. 9. REOSE EX/5T/NG TYA= .?ff SE~VICc tvlTN lc'O V. BR,4AJCN C/~/TS ~ '6R6<1KERS 1"2:-JR 7N'E l'VLt..~J//416 : /YJETc:R6=0 Sl($A.JALS ; h7c7ER60 I./. S.A.I. S. ; h7ETEREO VE#IC.C€ COUA.IT .S71QT70V; '4A..ICJ u'Alh7ET€~.0 C.IG#77A./G. 10. II. 12. INSlALL NEW 2'1 CONOUIT 7V EXISTlNcJ PULLBOX aJ ST-4.13-fvl,.OO . ..TNST,4LL §#f4/FIR£PR£-EMPT} TO FIRE ST.4TION PRE£MPT PAN£L AT SJ:4. Iv f-20. 00, L/77LIZIN6 NEW ANO EXIST/NC:, CONDUIT. .4T POLE LOC.4770N50G @),IAISlZJlL EMERGENCY //Bl/CLE PRE-EMPTION OE7ECmRS ON SIGA./41.. /-/E,40 (SEc OET.4/L i'N 5PECl.4L. PROWSION.5). \ lecl L00P0 \ EX,l"::)T 111 C . -lr,J':)TALL I 1'-JEW 01..L. >'; Z ,JE.W M LC. ■ AIQG. OETEC~ ~CNeOtJl.E 66VS09UN/T e-N/8 •LOOP DFTEC.TOI.> .SCNEOULE tUo Pk.4SE St.OT F/El.D 7cl?l1/A/.4T70/./ II / z1u re-14e IQ I Ii?L Tc-748 3 I3U 4 5Q ✓/U T3·/E/E 5 v'/L B <o ✓Z'L 10 (a ✓3U 7 ✓5U 7 7 ✓5L 13 8 T5'·9if/O 14 B v7L T7·B~4- r'P5 Iii?U m-c;z. El a,,,, 9 7 .Ilc'L Il:3(./ ro-7LI Cam 9 <!=VP 6 Il3L T9·8 E/ Carr,<;, 7' Rfu . I I 4T POLE LOC4TION(i},IN.572/L.L ¢8 cn?Ekl:3EAJCY VE/I/CLE PRE-cMP770N OETECTOR AT 4 /IE/t;;/IT OF 20' ON .5/0E OF POLE. NOTE: THIS PLAN ACCURATE FO~ ELECTRICAL WORK ONLY FORM OC-OE-80-PF (REV. 1/86) "",, .... , FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I ' 1 I . 2 I . 3 I DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS ''8'' ora 55 ao/o. s 89 123 RE.0 REGISTERED CIVIL ENGINEER ~ROfESS!0,1,,4{ ~ ~ '4' ~ HILeE.RT ~ '<EL.LOW EB WILLIAM :OICK';ON ~ --,---~-~~,-------I °' No. /q4 J '? "' 1-P.;;L;;;.A.::,N;,;S.;;A.;;P..;P.;;R;,;0;.;V.;;A;:L..;D;,;.A;.;T.:E ______ ➔ \* 6RE.E."-1 } <,\MULTA,_,eeu,;, (:afi:E.8'.I TRAFFIC ENGINEERING Herman CONSUL TAN TS Kimmel and Associates /(Jo TY,.<>€ ,'-IE/Gill E.Xl7T. 11/e_" C. -l>Jqr'ALL '? ,J6W OLC Eq '2: NE.VJ IV\L..C EX1'7T. I II C . -1"1-Eif"ALL. I l'J'E.W 'OL..C.,... e"c, IZ PR ,W 19 TWl'7TE.0,5!-IIELOED INTE.'RCONMECT CAeLE. TO FINLEY AVE. (APPROX. 4=' t TO t) 11 JCtXc scNEOlJLE S/6,V,cJL /.tP.-5.V. C.CP?. SIGAJ.<JL ff.0:'./1{.177,VG ,Q5°Q R./5/./ d:.ITlbU •RXE .ca::o770N M4 M4 tlJ4TT.5 VE,£,! M4 8 1 r ,, , , • ,~ ... = c::-m11s(,; i=--T 2 1 * wesr I r'J . aL ! \. I J c¾,-4-79.,,~ 30 -~ _-<+<:J (N) 15 (N) c''50 (R) ,._,V c-, 'i'N) 1-m,,.5r,, I ''Rl (A')/ 8 <N I Sol/TJ/ s ' nOLLJn 2 ;;~ q.'-7" - - - - -i'= CL/<2..-sr CXI 5f-/n9 - * .... Q -iii Iii 3 <orooro 30'-9'~ ~--~ <a' ~50 .:,v-c'-7.5 -6P-Z..T 7 / e* A,,&f3/~;;t Ext sf-,n9 ',4 8:1--4--7( 30· -35' 1e· c50 6V-c'-T.c c-lYJl'/5 SP-E'-7" 7/0/r l,;;;;:;;;;,~w.r,.,::iv.Tv,,::!.--+,--:E.:-x-1t-,1;--;z-n9-"'----t-----::3;:e:::-;;n;;::d,5:::-;,,_--1 I 5) i<>i<>O<a 30'-9" -ea' c50 6V·I-T --~ Ea.sf Ex1'6Ttn.9 0 14 TV-/-T ■ ALL E.QUIF>IVIE"-lT 'E.Xl':ffl"1G, UNLE~ NOT"EO: (..,)=,JEW UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURE.$ REPORTED ey THE OWNER OR OTHERS AND THOSE ZHOWN ON TI-H". RF.:COR09 EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION ANO EXTENT. THE OWNER DY ACCEPTING, THESE PU.NS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO "SSUME LIABILITY ANO TO HOLD UNDER• SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNCIERGROUNO UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATECI ON THE PUBLIC RECORDS EXA.MINED LOCATEO AT VARIANCE WtTH THAT REPORTED OR SHOWN ON REC:0!;?05 EXAMINED THE CONTRACTOR IS REQUIRED TO TAKE OUE PRl':CAUTIONARY . MEASURES TO PROTECT THI;; UTU.ITIES OR 1iTRUCTURE8 SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED DEFORE OTARTING WORK (R) ~ RELOCA.TEC "AS ( BY BUILT" W8S) cu Ex1sf-1n9 esEE CALTRAr-.l'S 5TO. e:,-~c. * PE.O PU-51-< eLlTTO/,J \,HTl-4 e>ICYCLE. Slec;..l SIGNAL AND LIGHTING LOCATION II I II NEWPORT BOULEVARD AT 32nd STREET STAGE CONSTRUCTION I arr - SCALE· I"= 20' 12201 EA 018791 ' -s 0 X X X X >-[Il 0 UJ (J) > UJ a: '-- 0 UJ (J) > UJ a: UJ 1---<t: 0 0 >->-UJ [Il CD r-o o <t: UJ UJ ...J z ~ 6 (.!) UJU ...J (J) <t: UJ I uo u z Cl i= cc t-ee Cl CL rn z cc cc I- Li. Cl 1-z w ~ I-= cc CL LI.I Cl cc -z = Cl LI. -~ cc (.) LI. Cl s ~- rn t ■ COAJOOCTOR SC/.IEOllt.e 4WG 3"'cO f&V.O DLC Cll'<CUIT OJc ¢7 ¢GP --~ C:: 2 t--------------+ t,ZJ7P -e Z C: 4 4 (Zl c" PP8 1$ 8P6 2'. 1= - ~lo PP6 ~ 8A'5 --I c: c 1------------+-----f--+- a:, 7 PPcl ,f l3Pt3 I I c E E --- ¢8 8P.8 -I -I I 1------------+----+ ~ ----1---1------f--■ PPB ,{ 8P6 Co,,,,/7707 I I I E E --~-~-+----+-+----+=--+----+-- I I 5. A./. S. 6para.s TOT,,:Jt.. EVP Shielded Ca,6/,z Cut77/na/re. TOT4L <DE 1--------.. -- ¢5Q 1$ ¢5 r------------- 00 ¢7 17 = ZI 51 51 -Z I 4-4- I I / / I / e e ~ -+---I e e c -+---+--1 c:: c:: /J64◄r---~ ¢zt>j -..... ►02 v <l-02 P--£> - ---'" ·.:..· ---• ----- ----·----~ .-----AJEw,::,oRr ---~-w ~- l I \ -' '( \ MLC q#;e, TOT.<JL I / 2 5 I / II II j ~ -1/r:"\ T Q ~L-______ __::·-~-~-wr-___r_;'~©~·---_,__'\\- 6/6 Counr-¢6 ---E - 707,ZJL -4 - -I I I CO,V,OU/T -5/C:€ ■ !'<'.EU'::€ EXl':>Ti"-.IG CO/-.JOUIT €, CON'OUC."TO'R? THROUGl-lOUT e,-pe, = e.lC.YCLE PU514 'i;,WTT01'J ; ' AJ0rES ,HIS SHEET: I 7Xi}l!:);'=F/C S/GU4L 4A.JO /.I/G/.ll(J.4Y L/G/.IT//4..G CDU5T/ite770U ,SI,(~ COA.J/'c:)'T'M TV smTE QC" OQL/~/,<} SmA.1.a<IR.O ~A'CQT/OUS 4VO smu~ ~ (.Cl47EO ._/,4,V 88).4VO 7H'E .s,ca:-/,<),:'. P,<,;:OV/5/0,<.JS. c. BLr?NK 3. GKXE.55 ...sxGl:'L),u OTNE..-.=t::0/SE"., ltU.OU:::.T/ Ve lel::.)OS .$,<,/,<ILL de 6'x1c,' W/TN /0' S,qqc'/NG /N TNE .O/~C77Q,V OF T,90VEL. /l..&'€.554R'Y sr~,,q.,,,VG SN'.4LL dE ~TEO ~~ n:.::, A::).5/n'O-U/,US .Q:'TECT~S ( .See S,t./EET 5C-/2,/.3, ,:£ 14 ). 4. A.Ea) CO{jaJ/T 51/4.lL .el=" e·~ESS S/.foa.J,U OTNE~ISE. 5. A,-t£L.) ~l.&JXES 5#..<JLL .et= #'5 UNLES5 S,</QCL)ll..J OT,<./€~/SE. 6 7. EX/ST/;VG, TYPE 'p" 0:,,S/NET DV TYPE 'R" C,48/A./ET ~,UQ<)77cQV C(,}/lf'E.0 ~ C/Sc ,<JS ,4 YE#/CLE COUNT ST,LJ770V. t'ff='ljSc EXIS77A.16 EQU/PMEA..JT, /A./CLU.OIA./6 L.EUPOL.O -S?cVEA./.5 COUA./TEI'?:, T.O.S. SUMMAIT~, AA./.0 CQ,UQ;..4 M,46.A/ETOh?ETE/? ,,:JMPL/FIE.-<?S. 8. ~LISE EX/677/t/G C<ILTR,4{15 MaoE"L /70 a:::J,(/~LLE~ ~8L Y.CQn~c'TE al/TN' MQQ:=L 33<:? c:.48//4/ET,, .Q:7;:CTOR SE...V.SOR C/A/ITS:, COC/n:'./~T MOA//T~, ~,0//4/477Cl,V TZ=L..EIJ,?E~Y, 4N.O 4LL OT#ER ,-QC/X/U,-QRY E4l:'.}IA1-?BC/T AIECE~Y 7V ~V/.0€ ?NE ~R,<J770A/ .5H'az.tu. 9. Rc'"OSE EX/5TIA/G TYA:= ZZT SERVICE tZJ/TN 1eo V. BR.4NCN D'~/T.S ~ ~~KERS rl:JR 77./E 10. l"'Vc.lQ:'tlhf,/6 : MET5Rt=D S/4,A.J.-QLS ; ME7cR60 /. /. S,/4/. S. ; hJETERED VE#/Clc a:lUAIT S7i4T/QU; -4,V.0 UAIMETe~.0 c'.l6/2177AIG. COVER Pl/ASE 1 YEii/CL £ I/EADS /Jt/1?/IVG STAGE COIVSTR//C'T/0/V .ZZ:.A A/'f.O .llI-B (SI-IT. .st:'-/c t;, SC-13), O/SC0IVNECT r/€L.LJ WIRING. EXl'bT I " C . ~ I 'DLC. €, 'Z IVlLC ■ ~G. OETECT0/9 SCNcOtJ£E 65(,ISO'?UN/T ~ e-N/8 I ■LOOP CN-TEC.TOR .SC/.IEOULE Alo SLOT FIEL.O 7cl?l?/N',4770,,(/ II I .Z:IU IIL I Ii?U Tc-5,:<a 2 ZZ'L 3 2 ISU re-91;10 4-5Q .JIU T:3· /If/ e 5 JIL 8 Jcu JcL 10 Co ✓3U 7 v5U T5-5i!f<o 7 7 J?L T5·71;8 /3 8 14 8 ✓7L IlcU 7B-4-lf/wn9 7 IlcL (o 78-7 l!f Com 9 cVP 8 D3L T9·8 11 W77'3 7' •OErA/L '<EL.LOW 61'?!:E."-' DIST COUNTY ROUTE oro 55 REGISTERED CIVIL ENGINEER POST MILES TOT AL PROJECT 0.0/0.3 SHEET TOTAL NO. SHEETS 90 123 ~\\OfESSta,y4( ,ff' ~ g WIL~~~~~':QN \ :::-:-:-::::--:-==~-;::-=,c,--------1 "" No. /C:,41 'r "' PLANS APPROVAL DA TE t---....;-------------\\-1< Exp~-30-9J 0 0 0 -® } '.,IMULTA"JEOIY:> (;,RE,E,N TRAFFIC ENGINEERING .f',;-, CIVIL :--~ Herman CONSULTANTS --,;-, -0-r-c-~-,1.,,"'-.,.-lf- Kimmel and Associates ('114) 6'5Z-B<ol(o E.Xl'.>T. 11/e_'c. ~ ~ OLC E; Z. MLC. ----c .. < < < < EXl<;,T. e"c. E; 5'11'l4(F11'E 1"Re.-cMPT) E\ l'e: 'f"R. * IC) ( \t-JTER=NNEC.T) EXIST. 2 11C. 6 5#14 (FIRE PR£·£MPT) TO FIR€ 677/TION. < " ,0 EXl"'-'T. I C . ._, I OLC ;_--------- CJ Q - -iii ~ j5T4Gc ..?ffA, IIIB, me I ) '5cc SNEET SC-/c --+-¥-~ SC-13 - (U -SC-14 ------ --------- " -"-EXl~T. 2: C. ei IEl='R.-,,-19 TVJl':>T'E.O• 51-!EILOE.O 11-JTERCot,HJECT CAeLE. TO COl,JTROU..E.R =e,,..,e.-@ F•NLE--Y AVE (A1'F'Rox 4-':>o' <., TO c.:_ ') . 1/1 ■AXE SCJIEIXJLE /(Jo TY/0€ ,41€/61-/7 M4 M4 ,V4T75 VE-4' M.4 ~ RXc Q::.140 TY..c!=' '.4" SIGN ( .COUe.<:E ~) qo' 15 c'50 :,V·c'-TB :3-tl?.'l5 6P-I-T 2 / a* WeST / SOVTH -+------t------Exi-:=,nn.9 Ex1r,f1n9 q.'-7 ,, -----e tLJ~sr 30' 85 , 30'-9''" 0) ■ ALL EQUIF'ME"-lT EX1'9Tl/',JC=, UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES RE;PORTED OY THE OWNER CR OTHl!!RB AND THOSE SHOWN ON THC AECORDS £XAMINED ARE IND1CA.TED WITH THEIR "PPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THEDE PLANS OR PROCEEDINQ WITH IMPROVEMENTS PURSUANT THERlc'TO AGREES TO A!l:SUME LIABILITY AND TO HOLD UNDER- SIGNED HARMLESS FOR ,_NY DAMAGES AESULTING FROM THE EXISTENCE OF' UND£RGROUNO UTILITIES OA STRUCTUR£S NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTCD OR SHOWN ON RCCORDS EXAMINED THC CONTRAC:TOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ME .... SURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHCR UTILITIES OR STRUCTURES FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S RE6PON6IBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR GTRUCTURES CONCERNED BEFORE GTARTINQ WORK. <?50 .5V·I-T TV·l·T :5P·/·T Co Ex1'Bf1n9 3E nd 5r Easf- e SEE CALT""""'=' '5TO. E":,-"3C. * PE.a PU'Sl-l eurroi..J v.., 1T'-' e1cYcL.E SIG--> SIGNAL AND LIGHTING LOCATION II!" NEWPORT BOULEVARD AT 32nd STREET NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. "AS ( BY BUlL'r W8S) STAGc CONSTRUCTION SCALE. 111 = 20' :m-A,B,B C E-2 FORM DC-OE-90-PF (REV. 1/86) ""IIIW FOR REDUCED PLANS o 1 2 3 ORIGINAL SCALE IS IN INCHES I , I , I , I CU / 2 Z O 7 EA O /8 7 9/ _____________________ ___L ___________ ·-~-------L.__...:...._~..:........::..:....:...::....~:...:::.....::...:..._-=::::::====================--__1._ __________________ ~'.__.:..::._..::....::~---E-~::::..:..:..:__ __ _J , • r-- X X X X , >-m 0 w (J) > w a: 0 Q. (}'. 0 >-w m 1-o ~w _..Jz :::J ('.J U-_..J (J) ~ LU uo z 0 -1-c::c 1-C'C 0 Q,. Cl,) z c::c cc I- LL 0 1-z w 2: I- CC c::c Q,. w Cl c::c -:z cc 0 u.. -...J c::c 0 w (J) > w a: w I-~ 0 >-m 0 w ~ u LU I u ~ s o,~ s i§ en f / ■ COAJOOCTCJR SC/.lcOUt..c 4iUG C/NCU/T (j) 7 1----------- ¢8 4 4 E -Z= c <;t, 6 PP8 cf 8Pt3 I c' c ---- ¢6P .,_ ___ ...,. /6 414'11--- ----11111'► I 2 <t-12 ;-i> I I ¢7P: I I ' I I I I -1-------+----l--• c' E E -I I MOUNT@ 1'7 ' I --r PP6 t; 8P6 W?7n70'7 1/5.,U.S. Ara. 57al'1on l"'--a-En7p1" 6para.""' +---• I I c: E ~ - - -I i-------+- C: C: -5-5'5 "7 '.7 ,:3 5 (,, -~ ------;--+-=----f---=-+----11 I !-------------+--+----+--+--+-__,, TOT4L 17 3024154-54, EVP 0h,eldc=:/ Ceb/e: -z I -519na/ 4 519n Co,:,:,mon I I ---I- r TOT.4L Q - I~=~----+-"~~--~--------- DLC MLC. q.#;e, ¢1 q £/ (l)I TCJT.4L A.I /8 Ccvn r ~- 6/8 Counr 7V7;qL I / E C: l--fJ E c' - 2 c' - - -c' ' ' I I ; I I z: 5 //I// -4-- I I I C01l.l.OUIT ,5/Z:.€ D f<EU':>E EXl">Tir-.JG ="-lOUIT €; CON'OUC.TO'R':, THRQUGl-lOUT 6?13 -Bl CYCLE.. ~U51-l et...lTTON fe~ ffi e;_,&, f,\J°"'-r,,,-LL !JEW CONDUCT0!<5 FOi<' \___¢2. VEHICLE. HEA-0 AT FbLE-LOCATIOl--.l@. RELOCATE:) I 2. 3. Tl'<!K)FF/C S/G-U4L ,t:)AJ,0 /.I/GNtD4Y C./GhlT//4.G a:J.U5TA'LC770U S/.,/,4{_{. COA..JF09M TO -smrE o=-0::1C./~/,4 ST,ZJA.J.0,()R.0 ~r7C<1T/QUS 4'UO S7ZJU04RO A'.A-<..6 (D<17E.O J,4,V 88).4V.O T7/E ~/4{. P~V/S/OAJS. BL4Nf< UUt:.ESS S,',,C¼U.,u OTNE~/5E, /AJD(..CT/VE C.Cl:.),05 S,L./,4c.L de 6·xec,' WITH /0' S,Q<JC/NG /N THE .0/l'<'cC770/\.J OF T'9QVEL . N&"E554RY ST~;O/A..JG S/./4t:.L 8E LCXX)TE.0 ,"9'?/Q<;? ~ r=l05/770-U/,UG -0":TECTORS ( -SEE SNEET P.Q:5-2). 4. IU=tLJ Co'JCV/T S/2',0LL. d":"" e "u,.vt:.ESS S,4"0£LJAJ QT,L.,/E~/.SE. 5 6 7_ B. 9. /41ECLJ ~LelOXES SP,4c.{_ ,6E #-5 UNc.ESS SPOtLJA..J OT,L./ER(.LJ/5E _ U;(_JG/~X..l!UC>EO S/GAJ4t.. {./GI-IT CDV-::X.Cn.Y?S SN,4c.L A..,OT ~ SR/0::0. EXIST/JUG TYPE ''p" C(),5//4/ET Q.{,I TYPc 'R" C,<}8/,UET FCVA./,04770{/ 0/RE.O 1'i:'.Y? OSc 45 .4 //EN'/Cc.E COU;t/T Sm77av. ~asc-EX/677,UG EQU/PMEAJT., /,UCLU.0/AJG LEUPOL.O -572::VEA/5 Ca/A/72::R:, T.D.S. SUMMATOR, AA/,0 D:1,UQ'.'.;A M,<JGA./ETO/Y?ET.!59 4MPL/F/E'95. REUSE EX/.S77A/G C4c.TA"'4{1'.5 MOOEL /70 Q'.}V~LLE~ A5SE/Y78L Y.C0?7A::ETE t:L,//Th/ MOOEL 8-Be C,t:),B/,UET,, ,OET,!;CTDR SE..VSOR UA.//T5, COf./R./CT MOA//T~, C~.0/,</4770-V TcL&,,?E?RY, ,4N,O ,<Jc_{. OT#ER ,4UX/U.4RY EQU/PMB(/T NECESS4RY TO ,,q,<fOV/.Ot= T-1/c 09:::R.4l70N S#Q;U,1/. REOSE EX/.577NG TYPE .7ZT SERVICc: tV/TN lcO V 8R,4A.ICN C/~,,TS c; CR6<7KERS rOR T#E r=DLLC\¼I/A/6 : MET€R60 S/GN,<JLS ; ff7E7cRE.O / /. S.A/. S. ; ff7ETE/o?E,O VE.N'/CLE CZVA/T .ST,ZJT7QU.; ,<lA../,0 VNMETE~.O C./G#77NG. 1 10. RELOCATE ON MAST4RM /./.S.#.S. ,45 REQU/REO TO P..<?OJ//0.E /~,,-0,,,, M/N/MVM \ Ct..E4:!4NCE TO:;.A2t~t2="l4:::=0~J,1/,.~{4:_~v.:~.--------------------------~--~~-~-----------___,,,.---_,,) El M~G. !OeTECTOIQ $"CNeOtJ~E 0€TECTOR -#; I c:'-N/8 I /-6/8 e-6/8 Im EXl~ING m WD/0 !DE"l"et: T'OR SCNEOU LE A.lo PN/J5E SLOT F/Et.D 7ERJ,tl/./4770A/ II I IIU TE-14E IQ IIL I rzu 2' 2 IcL Tc'-7 e/8 3 2 I3U 4 5Q ,JIU T3-IE/ e 5 J/L 8 (o T3-5'{0 9 JcL /0 ✓3U 7 ✓5U 7 7 ✓5L T'5 -7,;'B 13 8 T5-9E/IO 14 8 ✓7L T7-3~<+ FFB .IIZU 7 Tiet. G:, Il3U TB-7 '1 Com 9' 6 Il3L T9-8 1$ w-n0 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO SHEETS •aer~/L ora 55 o.o/o.3 91 123 1 POCt-04T4 ["l ALL EQUIF'ME.NT EXl'cffiNCS, \.&NE.W "iO BE. MOUNTE:O@ UNDERGROUND STRUCTURES ALL UND!'!RGROUND UTILITIEB OR 8TR\Jcn.JRES REPORTED BY THE OWNER Oft OTHEIHI "ND THOSE UHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATIC LOCATION AND EXTENT. THE OWNER DY ACCEPTING T1iUE Pt,.ANS OR PRbcEECING WITH IMPROYEMENTii PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER• SIGN!:D HARMLESS FOR ANY DAMAGES RCSULTING F"ROM THE EXISTENCE OF UNDEAGROUNO UTILITIES OR STRUCTURE~ NOT REPORTll!:D TO THE UNDERSIGNCD: NOT INDICATl!D ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WIT1i THAT REPORTED OR SHOWN 0 .. RECORD'S EXAMINED ,-HE CONTRACTOR IS REQUIRED n, TAKE DUE PRECAUTIONARY MEASURD TO PROTl!:CT THE UTILITIES OR STRUCTURl!a ■HOWN AND ANY OTHER UTILITll!!I OR STRUCTURES F"OUND AT THE BITI". IT 8HAL.L IIE TNI: CONTRAr=TQR'9 R9PON9UIILITY TO NOTIFY THE OWNERS 0~ THE UTILITIES OR BTRUCTURU CONCERNED BEFOR& 8T,11,RTING WORK. --------, ¢7 0 0 0 ® YELLOW GREE."-.\ } ':>IMULTA>JEO!Y.> 6RE.EN 1{-rJAr 11/,1(1--'Q-------- REGISTERED CIVIL ENGINEER ~I'-0 f ESS/011',4/ 0' ,:y '1' ;{:j HILeERT ~ ( &3 Wl LLIAM -010<'2QN ~ ----=--=-=--c---,------,,-,-,,~------1 I\"' No. /041 '7 '° PLANS APPROVAL DATE 1---------------~\-lt Exp~-"3()-9,:3 * - TRAFFIC ENGINEERING u',1: CIVIL Herman CONSULTANTS -1;-( -:----:-, fi.'1-'"" OF c~1.1\ll Kimmel and Associates EXl'?T. 11/e"c. Ei -e,oLC '9 Z.MLC EXl'c,T. 1"c. 6, I PLC -- C < --'- - [/l 0 r L. SC/.IEIXJLE 3e nd 5r 0 SEE CAL TRANS 5TO. E?-'3C. ij(-PEO PUSl--l eLlTTO"-l \<.J\Tl-l BIC-i'CLE SIG'-) SIGNAL AND LIGHTING LOCATION II I II NEWPORT BOULEVARD AT 32nd STREET SC~LE: I"= 201 NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY E-3 FORM DC-OE 90 PF (REV 1/86) .,, "''" FOR REDUCED PLANS O 1 2 3 ORIGINAL SCALE IS IN INCHES I I , I I CU f 220 7 EA 0/ (3 79 / --------------------------__________ __i_---=-===----=..::..:..:.=-..::..:..:.~.:..:..:..:.::..::..._~=::::':=='=========---__L ________________________ ~ __________ ~ _________ _ - X X x---- X X >-CD 0 w Cf) > w a: w <:) I-°' <l:: • OIY) g " o>-wCD 1-o <l:: w ....I z ::J (!) ()_ ....I Cf) <l:: w 00 " ~ " II) ~ :s.: ~ ~ ..... ~ Q z Cl j:: cc t-a: Q CL. en z cc cc t- "-Cl 1-z w :IE t-ee cc CL. w Q cc -z cc Cl "--...I cc (.) "-Q w I-cc I-en 0 w Cf) > w a: w I-<l:: 0 ~ • in l >-CD 0 w ~ () w :r:: () ~ l, ~ 'U :;,: ~ • COAJtXIC10R SCIIEOt.JlE 4WG C/l"<C'U/T 3 i::' 4 :!> (a '3 <,:, "3 ~ (a '3 (o "5 ':? c". 4 z 4 ~s <l-j±P -I> <J-¢6_P -:-t> _) Lt 6r ¢l 4 ► '62 \: * r ►g,2 v <}-----I> ¢4 ¢ZP <l-- ---t> ¢/ ¢2P ¢<oP z C: ¢e /OPf-3 ef BP.a I c' 2 ~ f'E'RM 1%1VE / e I / -/ / I I I c I 10 ¢8 A.L.LE-Y " 0(1',,"I'. I C. -II-.J'!>T4LL I NEW -OLC. 11/-z."c • !'2 P,e4F Jq IG ?Pi+'4124"1".2E E.Xl&;:,T. E'Dl~l-J Co. ?E"RVlCE: POl'"-'T ALLE.Y EXl<>T. 1 Ye:' c. -l'-1-!>TAU. '-'EW ~il'(o ~ICE. "10TE i EXl<!>T. I 1/<="C. -\N',,TALL NE!W '2'"Co (-!>!<,,) • e*1o(LT<,,) £, I af°f4 (I-I.',,.'-l.-!>,) DETAIL. 'B" 0 0 8" ® ¢1 { ® v},z" ® G • 0€174/L 12" ■ EX I '!>Tl "1'=> 0 0 0 ® EX1"7T. 11/2"C, I/ INSTALL NEW 12 PR. #1!3 IIJTERCONNECT CA8LE-. EXI~. 'Z11C. -IP-J'::>TALL 4-VLC. E)(l-e,T, l 1/e"c. -I1-..l?TALL ~-NEW -OLC 11/e"c. ~-PLC GREtc"-1 'P.V. OUAL COLOR YeL/CoRIJ DIST. COUNTY te Orq ROUTE POST MILES TOT AL PROJECT • 55 ao/a3 SHEET TOTAL NO. SHEETS 92 123 ' . REGISTERED CIVIL ENGINEER ~ HI LOE:i~ I fB Y/IWAM QI(.., "" No. /~41 'l' PLANS APPROVAL DATE 1--..;;..;;.;.;. __ .;.......;.. _______ ~,~ TRAFFIC ENGINEERING Herman CONSULTANTS CIVIL OF C~I. Kimmel and Associates ('114') B':'>E -eCotCo COIL \-OLC REMOVE. E.Xt0T. l'E 1"Al1< -'!F IOJ INTER - CONJ-JE.CT CABLE E; AeAN=N E:XI-ST. CON-OL.l1,; INSTALL NEW CA8LE _ 11-..l NE.W 11/Z"C. TO =NTROLLER CAerNE.T @ VIA Ll= (APPf<OX. . I.I. 6A..15. I I c --~--+----,-"~--!5,4:J I !:>Z'=> ' 't.. To 't:_ ) . SEE 51-lEET E ·"') '.? 3 <o 3 707.ZJL /5 c::e IB 57 /8 5igna./ ef S/9n Common I I I C: I #10 Cun-lna,ir,z e e e 70T4L 5 '5 '3 C: I t;/)/ I I I <t>c ~ ¢<7-I -I OLC ¢5 I I tfJ0 3 '? ~ e#"10 ¢8 I I TOTAL q '5 I 10 I #<o 6arvlc<2. e C: -e. - 3~eo'%,,,,,, E. v. P. oh,e.lded Cabla. z• ;• 3• COA/OU/T .SIZ:e ( ,;) = e.xr6r. N) = ,VELil '/I=" e" etl' e};,'' e-3' eq fE. "£'. e N (N) ■ INSTALL "1E'N =NOUC.TOR'S "THROU6l-lOUT -;ts-NEW ="1-0U\T 5!-4ALL "6Ec -Pl .O.CEO 4-0" -eE.LOW E,RAOE l"-1 STA,:,,E =NSTRUCT\ON AREAS . • COIL I~ "PULL"6C>X 1--lOT-eO 01'--J -PLAN f3?e> = e,1c-rCLE. pUS,. -ec>T,ON 6'T,i:JG£ .zr C.OA.J6T. 1 -iii -NE(J)/OOR r ·= e-C-1 -- iii -ro Ae 1"c. -Z.-OL.C tJOTE10 --- -e"c, l'E ~-#" 19 T'Nl?TE.0~ 61-JlELDEO 11\JTE.~COl,)l,JE.c.T CABLE: TO ~END -6T (A~OX. 4-'::0 1 't. TO <t.) ?EE '5\-IEET E-1 --rel f'Uu.eo ______ cc RC t,J J~"c, '3-0LC • - 11/e"c. LOOP -,ru= e'c, 4-0LC 'i"."C, "F'LlLLl'sOl'E. ¥!!--~-5~~~~~~~:!1t~~=::.::!:~& ¢4P r/><'DP : IM~ALL Rl'o-~ ~Jl::tkl -+-, -- : 0£T,4/C. /J" ru 6Ee Sl/cET SC-4 L _ +.J;-:;(-0eT.4IL ~"rtl=r=.~=r~::;-;::~==c::::-----------== - ¢5~~~~~"."'~~~~~~~~~=~~==~~t~/:.:=-~,o~=-~/:::-;:!;!~==========:=:=:=:=:=:=:=:=:==========""'=""'=~ =R l'bLE 1i\ 'f'?.-6's ~ c,TA6E lll: -1-..lOTE €, RR VE\-1. El; ?EO. HeA-0-,, @ ?OL.E. L.OC.@ • \0 I I -~ 5 , 80l.JLEVA'9.0 )·< _, r '' . ' -------------------- ----------------= f"OLEc, MA<>TAf<M<e> <\ "P.r.1:>, -------:-- ~-_, NOTE 13 -RR_ VE:H ~ 'F'EO 1-,IEADS., LUM • .., J.\ "S-."1.";:I.__ -t-~ ~ R4q ">IC.>-l-!> @ 1"0L.E LDC. @ - ;,,.<,,E JlI @ POL£ LOC.@ COIL ¢'2. E.Y.~ CA-6LE. lsmGc .zz-CQ.U6r. J! .SE.e -SN€E.T SC-B I -: -(o-C-e- -!J:.: 7 ' ' ---- ; , I ~/C S/c:5,U,Q,l 4NO II/G,(.lt04Y C./G/.IT/A.G a:K.6T~770U ..St,/4u: CQ(JF<'.:WM TO -577JTE Q<="0::1£'./~/,4 sm,v.a4~,0 ~Rc;.Q77QUS 4UO 57.0CI~ ~ (.Q.QJ'E"O ✓4,V 88).4VO T,1/e" ~/4.::'.: ,O~V/5/0,US. c BL4/'IK •AXE SCJIEO(.)l.E 3. UU:'..E.55 ..s:,<,,ovl(.J OTHERWIS{f;., /,{J.0U::TI V€ C.Q:.lOS S,<-,/,4£'.C. iS€ c'xi' W/TN /0' .S~/NG /N THE .0/~C77QAJ OF 7i'6IOV€£'. . ~ ST~Al'A..IG S#,(}£'.,l de ~TeO rX>~ n:.:, A::)5/n'OU/,tJG ~TECTORS (SB= SM=ET.5 SC-4,SC-7 ,!$ SC-8 ). 4. l'f....ezJ COUCJU/ T S¼XL. ~ en GK/£'.€55 SNOtLJ,U OTA/€~/-SE. 5 ~ R-t'.L,cSOX~ 5,1./,<Jt:,{. ~ ~5 UNC.ES5 SN'OCLIIU OT,4,ERa.)/SE _ 6 ~Cl=O S/GIU4C. t./G~T COUQUCn:J'T'S ~C.L A...OT ~ ~/0:.0. 7. l'i't=USE EXIST/AJG /8::)/el::;ZO V. T.YA= .7U ,SE~V/CE tV/TN THc FQ::'.C.~/,U6 C//f:>CL.J/T 6'~/ri!:~: '5"0 '4/YlP (./J'7cTEREO ~6N,<JLS) , ~ ,.;IA?,,0 ( &'NMETE~O L/GA/77N6) ¢ /5 4A?P ( A7c?E~,O /. /.S.,U. s.). 6. aJNERE EX/.ST/,UG /OOC.ES r:JRE dE/NG 54LW46€,0 ~ t'tt=LOC4TE.O, TNE ~N04770U.S $/./ALL 8€ ~MOl-€,0. 9. ~~ooorc=-EXIS77AJ6 CXJLT~AA/S MOOEL /70 co.-u~t::ER ~.cSL Y .ef C<1.ev-A.1cr COMPLcTE ro Nao LOC4770,,U ...s;.,vocoA.I. REA-10Vc /=VUAJ,0477CMJ. A?0.0/FY, ,<JS RE.QCJ/RE,0., lV ;r:::,~V/.OE 77-/E OPER,<)77O,V .51-/oaJA.I OtU TNE .G::4A./ 4A/O FOR E. V. P. CONTROL .SY.5TEM. /"0. II. l"t'..)R COCJR'O/,Ut<}T/0,{J OF CLJQR,"-: a.J/T/.1 ~,O U:::X.,ST~C770,,U Se'€ ,5,',lccTS SC'-4 (STAGE I)/ SC·7~·sc--8 (~7.:AGE II) PEfJESTR/,tJN ACCE.SS SHALL 8£ MA//VTAI/VELJ AT ALL TIIME.5. AJo TY,,<>€ 11061/T M4 M,4 t,(j,4TT.5 VE/2" /M,4 A=.0 /A 10' I/:/ 10' I/:/ 30' -3C)' {N) FUT. 50' , /5(N) TV-/-T TV-/-T TJ/·Z'-T. t'M) 6P-/-T 6P-/·7" R) ■ ALL EqUlPMENT !:X\.,STl1'J'=> UNLE'."""° 1-JOT"E.O: ('-')= "1E.W UNDERGROUND STRUCTURES ALL UN:OERGROUNO UTILITIES OR STRUCTURES REPORTl!:O av THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORCS EX-"MINEO ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLA.Nlll OR PROCEltDING WITH IMPROVEMENTS PUFtSUA.NT THEFtCTO A.GIFIEES TO ASSUME LIABILITY AND TD HOLD UNCEl't• SIGNED HARMLESS FOR ANY DAMAGES RESULTING F"ROM THE EXISTENCE OF UND!'.RGIROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC hECOFIDS l"XAMINED. LOCATED AT VARIANCE WITH THA.T REPORTED OR SHOWN ON RECORDS EXAMINED THE CONTR,.CTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURE& SHOWN A.ND ANY OTHER UTILlT1£8 OR STRUCTURES FOUND AT THE S}TE, IT SH,.LL EE THE CONTRACTOR'S RDPON81BJLITY TO NOTIFY THE OWNERS Of!' THE UTILITIES OR 8TRUCtiJRE6 CONCERNED BUCRE ■TARTINC WORK. (~) = "RE:LOCATE.O (M)= MOO!FlEO NOTE: THIS PLAN ACCLJRA TE FOR ELECTRICAL WORK ONLY ~·As BUILT" <BY. was> ~ ,qxE <;030 TYt<=IS" ';q" SIGN (QX/cllE~) (o 4 AJorfh Rnla.y 4v12. ~ N)4 &st-,UCV'1'h (o ~f- (all'< c::asr c? (N) &ii.sf-Rn /a-y Av.z (N) 4 (N) A!orfh • ?EE CAL~-=, 6T'O. E6-'BC * 'PE.O 'F'U6H "e,l .. rTTClu WITI-t f31C.""f'C.L.E. ~l?t,..,) SIGNAL AND LIGHTING LOCATION "2" NEWPORT BOULEVARD AT FINLEY AVENUE STAGE CONSTRUCTION I a II SCALE: I"= 20' E-4 FORM DC-OE-90-PF (REV. 1/88) '"' IIUH FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 cu 12201 EA 01879/ 'I ' ! = ) I I ... X X X X >-[Il 0 U.J (/) > U.J C: U.J I:) I-°' <{ ' o<n i '-o>-w [Il 1-o <{ U.J _J z ::, CJ ()_ _J (/) <{ U.J ()O z Cl -I- C I- CC Cl CL. en z C a: t- u.. Cl 1-z w :IE l-a: C CL. w Cl C -z a: Cl LI,,, -..... C c.:, LI,,, 0 w I- C I-en 0 U.J Cl) > U.J C: w I-<{ 0 ~ ' «I ~ >-[Il 0 w :,:: () U.J I () ■ COAJOOC7r:JR SC/.IEOl.ll.c ,4(,UG Cl~UIT I}\ & ~ ~ ¢I ( Ou.al Cdcv-.4rrau) -E -4 ,tic: --3 Co ¢4 --'3 <o <,llc(FUT¢'5) 3 :'? ~ (o (,l! / (FUT (,l!<o J -5 -~ !Z'>B 3 5 -'.? ¢,cP - -C: 4 04P -2 -4 ~p c:: C: -C: #,,q_ ,;z:,e ,o,oa 4 6P6 - -I C: ¢4 PP8 4 ISP6 -I -c' ¢0 ,ope, '1 .BP6 I I -I ¢13 6Pt3 --I I PP-6 <{ ~ W?7m0'7 I I I 2 /.15. A.I. 5. -I I 2 Sp;,r.z-s. 5 '3 5 G, ·g TOT4L /3 Ee /B ?1 5igna./ 4 S-9n W/Tl/TlCJr? I I I C: #10 C.un?lru;,./re e e e - TOT4L 3 '5 ::, E ¢/ I I -I r/>E ---5 ¢4 -I -I P#ASE 0/ASRAh'J <3-~I:::, -I> 0r ~ <Z'S ' • ---4z t! v • <J-----t> c2',60 R,{,l) -- "st -NEIJJPORr ---- -I .5T4t$E. .zzT COtl/ST. I lf\ r·7 :5€€Sf.lEE.T SC-12, SC-13 5 SC-14 I -., ALLE'i° " .,, EXl';IT. IC.-.., 1-0LC EXIST. t{"c. / /·IC r 7 r-• r-7 r· • I I 1 LOC 'I EXCEPT /¥;, I OTHEf<:Wl'!>E NOTSO i,:;-:.l-:,1.:,. fVlA':7TA1':M 10 10 -pp-lt-4-124-ZZE E.X!6T. E.Ol~f.J Co ~\CEc POl1'.IT OETAIL '8'1 ■ CErAIL ALLEY e.X\6>T. 11/2:'1 C. ANO °1?il'C,, ~~ICE. l'JOTE EXl'!>T. 11/2."c. e, e*<a(:510,), 2,e/FfO (LTO,) t!, t*14-(1.\.'a,.W-S.) " --i-.r1Rf< @ ?OLE LOC@ f< ' ' ./-,L-=='/-1.---~ -7 ' I , ' . ' ¢2 EV.P. NOTE 10 A RS ., r.;;;] COMPLETE' @ ?OLE' l'::':j LDC.@) E){CE.?T - OTI-IE°RuJt~E:. NOTE:O ~ J1<':>]:51C.. MA.STARM 0 0 @) ® ® 8" :}~" ¢1 ■ ex t-E>TI "'"" 0 0 0 ® E.Xl~T. 11/c:"c. €; IWTER=NWEC.., CABLE I '57'AG€ .zzz COA./5T. I SE.E.. SHEET SC -/5 ~ YEI...I..OW 'RV OUAL COLO'R YEL /C.R>J DIST COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT • NO. SHEETS le orq 55 o.o/o 3 93 123 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE TRAFFIC ENGINEERING Herman CONSULTANTS Kimmel and Associates ('714') e,sc: -eeo,eo HILOLRI I LUAM :Qlc.¥.! 1q41'? p~-'30-9 CIVIL or c~ EXf':>T. 11/e."c. ~ 1-Z PR #"19 INTERCONNECT CABLe TO =NTROLLE.R. CA51NE.,@ \JIA LIOO (APPROX. ':52'?' 't TO <t..) EX\'":::>T. COILE'O I -01-C. ( FUT ,;,<a) J J---_µ..4 ' ~r-l (Fur. 1",;,-C-c:) :, '/-C-2 I L _ _J l -- ',-1 (rur. r,,-c-1) ' ' 1-C-/ L . .J OLC ¢2 (FUT ¢5) ---1✓; '711 (FUT ¢0 J 3 3 -3 e#t<o ·1: E-P-1 (ftff 5-P·I) LIM IT L...INt=. ~----J ¢e..:~~ : ';,l~~t~--\11 Aa. REMOVE CO'-lOlJCTOR'? -u E; f'U LL •0 A?~TTe cJ 80(.JLEVARD (5.R. 55) - - ~M!/1.JAL"? @ ,=:>QLE. --¢8 I I --------!!. ,·"\, ,·,, ,.;..z: __ _,__ __ LOC, @),!,@ ' ' 'f-" TOTAL q_ '5 I 10 EXl'?"T. '211 c. f!. 4-0LC #<a 6arv ic:.z e 2 -c= 3#a'.) %to E. V. P. 5?1a.ldl2d G;i6/.z -2 I 5 i le Pr. #;9 lnfarconn,z.cr Cabla I I -c' --- ( CXl5Tl,VC:, J e" EYe e:,,,; ,, CQ/v,OUIT SIZ::€ c'-3 .._ C - 13W6 5H5LTE.R. EXl~T. 11/~"c. e, ~OTE. q -::,-OLC. AJOrES rNIS SJ/Ecr: I l?9:JA<='/C S/GU4L 4tVO I./IGl./(,(),4Y C./GI./TIA-G (2)(.6T,<itC770U S<'.l.4U CQ,(JFQ<?M TO -57):)TE OC-0::ll'./~/,4 ST,Z}IU,CUJR,O ~RC<.?T/OU5 4'UO S~~ RA<..15 (D<17E"O ✓'4AJ 88)..:WO 77-./€ 5R:C1,o,.c: P~Vl5/0A.JS, c. BL,4NK 3. GK..llE.55 ~,u OTNE~/5= ~ IA..J.OU::,TI Ve C.cx;)OS SH't'Ql'.C. de 6·x'=,' WITH 10· SA«::'ING IN THE .0/~CT/Q-t.J OF T..WVEl'. . /l..6::"E.554R>" ST~Al'A.IG S#.41.t.. 8€ u:xxJTE.cJ ~~ TO R.)5/770,U/IU'.3 .Gl=TECTORS ( .SEE SNEE rs SC-12 • SC-13~ SC:-14 & SC-1.5 ' 4. IU:a) C(J,(ja.J/T S,1./,0£'.L. ~ e"Gvlll'.ESS SNO!LJAJ OTNE~I.SC. 5 ~ R..t'.'.L.aoxes 5,(./,41.L .<SE #-5 UNt.€55 S,<./Cl(.l)A.J OTH€R(.l)/SE. 6 ~~O S/1$A.14L t./G/.IT C~n:Yr.5 5H'.4l'.L iU::JT t:!l= .5lQ:/05Q, 7 R'l=USE EXIST/A.JG /cO/B<;ZO V. TYPE .ZZZ-.sc-,,..:,v1cE tV/TN Th'c FQC.t.oaJ/A./6 C/RCU/T .a'~K€~: qo 4/YJP (mETEREO s-'6N.4LS),. a? .,<JMP (VIVMETE~.0 L/G/2/T/A.IG) ¢ /5 ,<J,??P (/J?E?Z:~0 /. /.S...U.S.). ~ @, ¢£: ,:. ¢B E.V.P ~orEIO t--J 1....-J D=T,4/ L 'B H r. "i ' ' \.. -J ...... ' q. IX) 10' I I R. w 8. (L)#€RE EX/ST/NG POCE.S ,4/'t'c. ,SE/NG S,4LV4Ge0 O'? l'f'eLOC,<JTGO., T/2/E Fa.ut!.Q<:;IT/ov.5 ..:w'.4a .aE" ~ouso. 9. r?EVSE eX/ST/M6 C4LTR,<JA./S ...no.oe.:::: /70 aJ.(/TROLLER A5Seh7-<5LY. .MO.Of.FY ,4S Ra;Jll/,9€0 FOR .ST.,<JGE .zzr P#AS/A/6 OA::':"~.,<J.770..U S/,/OaJA.I 0,.{,1 Th'/6 PLAN AA.JO FOR EV. P. CONTROL SYSTEM. .,<JT POC..E LOOQT/OA.IS @)~ fl) /NST4LL EMER66<.ICY VEN'/CLc PRE-EMP77o-l.l ,0€TECT~.S OA./ S/G/4/AC: NEA,O (SEE OETA/L /N SPcC/AL /OROV/S/ONS). /0. UNDERGROUND STRUCTURES A.LL UNDERGROUNO UTILITIES OR STRUCTURES RCPORTEO DY THE OWNER OR OTHl:RG "ND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR "PPROJUMATE LOCATION ANrl £XTE'.NT THE OWNER BY ACCEPTING THEGE Pi.ANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO "SSUME Ll"BILITV AND TO HOLD UNDER- SIGNED H"RMLESS F'OR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTEO TO THE UNr:IERSIGNED; NOT INDICATED ON THE PU8l.1C RF.CORDS EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN 01( RECORDS EXAMINED THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ME"5URES TD PROTECT THE UTILITIES OR STRUCTURES SHOWN ANO ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. 1T SHALL BE THE CONTRACTOR'S RESPONSIEllLITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY 0 1 2 3 ----- ; , ■AXE SCJIECXJLE POC.E= 04T4 A.lo TYPE HEl6/IT M4 IVJ,4 t.()4775 VG/2" M4 =,a ,qq-45c ,,QZE r:;v,10 10' 4s 5hazn ■ ALL EQUll"'ME.'-JT EXl?TIN6 Wfsll..E.-NOT"E.0 C (t.J): NEW • "'EE CALTRAN? -E>T'O. E,:,-3C (R) : RELOCATEO (M); MOOIFIEO * "F'EO 'PU'bH 6L.JTT0t.J WITrl f3\C::·(CL..E. "';;,\6~ "AS ( BY BUILT" W8S) ♦ = UTILl"Z:.E EXl?T E=QL}l-PME.!,l"\ -REM0VEO 04.lRIW<=I STAC::.E "II: SIGNAL AND LIGHTING LOCATION "2" NEWPORT BOULEVARD AT FINLEY AVENUE STAGE CONSTRUCTION 1II SCALE: I"= 20' E-5 FORM DC-OE· 90-PF (REV. 1/86) ,. ,,.,,, FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES cu 12207 EA 0l87C/ I • ... X X x---- X X >-co 0 w ---r:I) > w a: w I:) I-°' <{ ' O(\') t "'>-@co ~o ....I w ::J z () <!:) ....I U) ci:w ()O ~ ~ ~ ~ ~ ~ ~ '-IJ Q z 0 -I-< I- CC 0 ~ Cl) z < cc I- LL 0 1-z LU :IE I- CC < ~ LU 0 < -z cc 0 LL --I < (.) LL 0 LU I-< I-Cl) 0 w U) > w a: -w I-<{ 0 ~ ' en 3 :i: >-CD 0 w ::.:: () w I () / ~ -~ ~ / ~ ~ ' ■ COAJOUCrolfi' SC/.IEOl.Jle ,<¥/ASE O/ASR,4hJ '4WG C//fe'U/T /;\ & ~ ~ <;t,/ ( Oua/ Cola-4rrcw) -c' -4 ¢E --5 (a oq. --'.3 <c, (,l)5 3 :':> -s 0 ¢0 -::, -Co ¢8 3 3 -~ ¢EP --c' 4 0<7-P -z -4 IPS ~6P ~6P J <J-----t> <J----l> 6r-~6 ◄ ►,>2 ,I' ;- <r---:-t> ►p,2 + ;,2P <J-----l> ¢/ /Zr' ¢~P z z -c #;o:;z ¢E /OP,5 ef t3Pt5 --I c' ¢4 PP8 4 BPt5 -I -c ¢0 PP6 £f 8P8 I I -I ¢8 6P8 I / PPB cf 6PB 0::Y.,;,mo? I I I e /.IS.N.S I I e 6,=ra. <;S 5 s 5 lo 0 ...J L .J... µ... TOTAL /3 ee /8 57 IJEtJJ/00/QT 5igna./ ,f S-9n Conlmon I I I c' -- #10 C.un?lna/ r<2. e e e -- \{l TOT4L 3 '5 '3 C: ¢/ I I -I <;t,E ---:'.> \ ~ ~ ~ <25q -I -I DLC ¢5 ---I ¢0 '3 '? -3 e#1ro ¢8 --I I TOTAL 4-5 I 10 -#(a 6arvic.a. c' c -c'. 3*c>o%v0 EV. ,.e, 5/21a.k:la.d CQ6/a. -2 I 0 le Pr. #;9 lnT<2/"C0/7/'JtZ.CT ca6/a. I I -c CO,V,OU/7" 3/Zt= (EXISTIAkS) E" EY2 E~' ,, c'-3 II ~l.½E. EXl<SSTl"-'G CQ\JOUCTO'RS Tf.lROU6HOUT epe = e1cYC.L..E. 'PU":::1\-4 -eJTTot--J EXl-o>T. E"c. El 1z PB*10 Tw1-,,Teo, 51-lIEL..DED IWTER=I-.JWECT CA~LE TO '?"2 no 5~E.T ( llF'F'F<O)(. 4'501 't. TO 't:,) AJorcs rN1s S#Ecr.- -- \ '\. - ' - I -- - I I " EXl'e>T. t /-z. C. ,':\ "?-OLC. ---- ALLEY ---~ tr ~ , . , . I ~F/C S/GV4L 4A.JO ,(I/GN'W4Y L/GAIT/,US CDUST~770U SN'4t.c G:?A.JA'.'.X'M TO ..S77JT€ 0::-mc/~/.4 Sm!Va<JRO ~RC<7770U5 ,4/(_JO smu~ A::.4(,/5 (D<J7EO ✓4AJ 88)4VO 77.'E' S4S:::,4c P,-,.:OV/5/0,(JS. C. f3l,4NK 3. OU'.€55 ~,u 07.1/E~/SE,, /,<JDl,CT/ VE t:.a::),05 $1/,<Jt:.t:. cJe" 6'x6' W/TH /0' S~/NG /N THE ,0/~C770;U OF T~VEL. ~SS4RY ST~;O/AJG S#,<Jtt:. BE a:x:xJTED ,,C:X:,/09 n:.::, tCl:::)5/770V/A..IG '°=TECTOA"S ( .SEE S;(IEE TS PDS-2 ~ PDS-3). 4. tU=a.J CO<.JCK.J/T SN.ot:.t.. .a:-e M ~cEss SRCXLJ,v orNE~/Sc. 5 /41€aJ .A:.-t:L.:SOXES S#.4t:.L d= #5 UNLES5 SN'Qa}AJ OTHERW/SE. 6. u~~o 5/GAJ4L t./G,1./T co,uac~ S,</,4t.C. ,{,OT~ SA:'./0=.0. 1.-Z: ~ \{,:,' 7. ~U.SE EXIST/A.JG /8::)/8;10 V. TYPE 2ZZ" ..:SE~V/CE CU/T,1/ Th'E FQ:'.C.oaJ/.-U6 C/RCLI/T .o'~KERE,: qo .4/YJP ( me TEREO .5/6/4/ALS) , 3l0 A?h?P ( .UA./MET~,O L/GA/T/A./6) <!; /5 A?MP ( ff?ETE,',;IE',O /. /. .s..-u. S,) . 8. ~USt= 61''/.ST/A.IG C4LT/'if>.4AJS /¥700e.C.. /70 CONT~L.::'.'c,9 A5Sc/¥71(3LY. />'100/.CY AS ~/ffl=O ~ C/C.T/h7,L)TE PA/.45/A./G OA=RA770A./ ssoalAJ ON T#/.S PLAN 4NO FORE.VP CONT~l. SYSTEM. 9. . . AT POLc LOC4T/OAJ0. /NSJ;JLl EMERGENCY J/c,t.//CLE PRc-EMPT/0/1/ 0£TECTOR5 ON S/GAJ4L /./64OS { See. 0£T,Q/L IN SPe.CIAC. PR0V/!5/0NS). UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHltRB A.ND THOSE SHOWN ON THE rlECOAOS EXAMINED ARE INDICATED WITH TH£1FI APPROXIMA.TE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PUnSUANT THERETO AGREES TO A!:SUME L!AtllLITY AND TO HOLD UNCER• SIGNED HARMLESS FOR ANY O.a.MAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIQNED; NOT INDICATED ON THE PUBLIC RECORDS EX.a.MINEO, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN 014 RECORDS EXAMINED THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONAFIV MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT TH£ SITE. IT SHALL BE TH£ CONTRA.CTOR'B RUPONBIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STFIUCTURES CONCERNED DEFORE STARTING WORK. • ' 1d 10 ' ' 1(o' ,,. - -pp#'41z,4zzE ex lob\. E.Ol"='Ot,.J Co. ?ERVICE: POtNT ALL.E.Y E.Xl0T. l 1/-e.~ C. AND ':!,i\'(o 6Ee1"N1CG. IIJOTe 'l ■ Oc'l:4/L ■ EXl6TJNCc, ® 0 ® 8" DIST. 1e COUNTY ROUTE POST MILES TOTAL PROJECT orq 55 ao/a3 REGISTERED CIVIL ENGINEER TRAFFIC ENGINEERING Herman CONSULTANTS Kimmel and Associates ('114 J 551". -e,c,,1 Co SHEET TOTAL NO. SHEETS 94 · 123 CIVIL or c~1_1 E><l'e>T. I 1/2"c. <i z:#<o(S16J, C:*IO (LT6) E; I *14(!.1 'e>.t,J ~-) EXl'?T. I;'2"c. ~ 11,JTEf.<'COW"-'Ec.T CA'BLE. EXIST. I 1/211 C. <!; 1-Z 'PR ,a\"l9 INTERCO!s.l>JEC_T CA6LE TO =NTROLLER CA:BINET@ I Id VIA L.100 (APPROX. '?2'5' 't:, TO 't.) ____,_,~---'-'='--=+,/~---I /_ --1e.,;;' TO □ C f L-IIY11T LINE V 'CJ r. ~ 80{.Jt.c VARO (S.R. 55) .... ) -~_}-, --tcp~~il • .-- •,qxc SCNEDlJt.E POLE 047X/ Sl6A.l<JL h'P.5.V. LUM. SIGAJ4L ff-<X/l(J77t\.JG A=O R.istl d/TTDU •~ t'LKXJTION ;(Jo TYPE HEIGJIT M,4 M,4 i(),4775 VEH' /114 ,<:'.oQ ~ JQZE Q;.140 ,Q f3 7"Y.GI= ';q" SIGAJ ( .Q:Ju&'.E ~) ---1---------------1 (j) 2t;-<1--7r'i?, 3o' 45' /5~,,1 e=,m.sv-1-r,R . .,AS-5AM'Y'-/-T(R) 4 (RJ Norr/2 -5' E.5' rii?I~ Av<2. R) ----+----+-----+-------~ .. (2) /// /0' - - -TV-/-T -SP-/·T c,, ft East-/,{Jorrh Exi :f/n.9 ~--1---------------1 (3) 14 10' - --TV-/·T - -<'o E.a.sr Ex1s:r1n.9 ($ //-/ 10' ---TV-2-T -6P-l·T (o;t< c:asl' Ex s1'1n9 1---x ,.-f---+----+---=1--+---+-----l=-..,.,.,-~l----+---+-------i----+-----+---------11 .30' c:~· ♦ 15' i?a? SV-/-T c-MA",(R) 6P-/-T Ex e,rlnr. ,Fin/<2./J Av.z A.J {N) t>7,q5 <I :;< ::7 (R) IA 10' TV-1-T ea* tt.ltz.sf'.5oufh Exsnng /C)-1-70 5o' /5' le' a;o oV-/-T MAS SP-1-T c A/orrh Ex shn9 /4 TV-i?-T 5P-/-T ■ AL.L E.QUIF'ME.NT EX16TIJ,J(:, UJ,.JLE.-WOTEO: (N): '-JEW e 6EE CALTRA>-J'? ,;;ro. E'.6-3C. (R) = RELOCATl=O -J/(-PE.O -FL>Sl-1 eL.ll'TO"-' WITH 61C."(C.= ?16>-l ♦ "r" D!ST,4NCE = /8' SIGNAL AND LIGHTING LOCATION "2" NEWPORT BOULEVARD AT FINLEY AVENUE NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY BUILT" WSS) SCALE: 111 = 20' E-6 FORM DC-OE-90-PF (REV. 1/86) ,,,, ,,.,,, FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 cu 12201 X Cl >-LJ.J Cl) [Il > Cl LJ.J LJ.J ll: Cl) LJ.J > I-LJ.J <I: X ll: Cl ~~ ~ <{ I ' Cl «'I ff'I g Q '->->-53 [Il [Il S 53 Cl LJ.J ::::,Z ::.:: (.) (!l (.) ..J Cl) LJ.J <I: LJ.J J: (.) Cl (.) 1-... x----~ i '-~ 0) ~ ~ ::,: IO Q ~ ~ {2 "-~ Cl z Cl -I-cc I-a: X Cl a.. en ' z cc a: I- LL. Cl I-z I.I.I :I: I-= cc a.. I.I.I Q X ■ COAJOl/ClVR .SCI/EO(,)Lc -4{,UG CIRCUIT /;\ ~ &, fil A ¢/ 3 '3 --3 ¢e ? "3 3 '? (o ¢1 (FUT. ¢0) -3 -3 <a ¢8 -3 '? '3 (o ¢/RT. Turn 4rrou.Js --z. 2 2. ,;t>e,o 't'. 2: 2 e q. ¢"7-P E c'. --C: ¢,c' ,o,o,a I I I I c ¢4 ,0,0,6 I I --I #j.:;z PP8 Ccvnn7CV> I I I I <:: 6,oan:z.s :7 :? 3 '? 0 TOT.Qt.. !(o c:c 15 /8 <7-0 ///un, Sr Alame2. 519n -c'. C: c' q. #1e n::Jmc. -c'. c'. e 4- ,S;9na / Cam,non I I I I C: .;9yo L.un?lno1., ra. c' c' C: C: - TOT4L '3 3 -3 3 e ¢/ ---4 q. ¢e c' c' --e oc..c. ¢cl --:3 3 '=> PNASE 0/AG/!i'Ah? e-c.-1 ,.. . , - <J-----1> ¢2P - -t.. • -' A6 Z l..OOf'-0 e-c-2 ol-l It. - --SEE: 54'6=TS .SC-81/9 1\1 -------- I I ! dDl~ e#"rz ' <o"C, C::-OL.C @ 40" f>EL.OW <;;1i'A1:JE romL e e 3 7 9 CCJ,uOLJIT SIZ€ (t=XIS771JG) e" c" c:" I ' c:Ye ,, 2:'"3 ■ 'RE.LloE EXl"'-'TIN'=> =NOUC..TO'RS THRCUC=!HOUT. oPL.ICE A'S ~(i/LltRE-0 F'OR 11'.!TE'RIM CO!s.JOITIOI-J. -;si _.:J..------1----=-· -_:1-----•• ··-·-I STAGE ff CON.5r. II --~-<--1Yel\c, -Z-OLC-------- AJOTe5 TIIIS SN££r: I e netJPF/C S/e/U,4L 4/UO N,G.4'/a4Y L/~T/..u$ ~T~T/OU S,l.,«JLL Q:)(/~ 70 Sml'E OF ~/~,V#;I ST,</,V.QQ~.O ~/1•"7C,4T/QUS MIO ...smu~ A:'.4US (OQ?E.O v'AN '88)M.IO me SoQ:C/,4('.'. ~V/6/0,US. BL/INK 3. CIA/C.GSS ~,U OT,(.le"?tlJ/5€ , /IUOLCTI VE L.QQPS S',<./,,OL.L. tSE 6'x 6' WI TN /0' SA<JC/IUG, /IU T,4/c .CV~T/Q,U Cl'=" ?i'eOVEL . ~RY S~/A'AIG SN'.«.L. ,('j€ L.OCXJTlSO ~/~ 70 tC!:'.)S1r10AJ1AJG OtETcC~ ( .SeE SNcEr sc-aesc-9 ~-~ aY.Ja:J1r ~4il: .ec-e"u,vLess S4'CaJAJ OTNE~/&=. 5. l'fA52J R/C..651::))(eS 5'V...OL.L. ~ -#5 OUL..€~~ ~,U 0~/5E. 6. CltUGl'iCK.J-UOcO S/GIU4C.. L/(5.,(/T ct).UaJCn::lRS S/#JtL. A..,OT ~ ..s>q:;a:.o. 7. lft=USE EXISTING /~/Ett:1-0 V. TY,<::tE ZZ-,Se~V/CE (.U/r/l-1 r,(/e RX.C..0(.()/IUG Cl/f;!CUIT .eR=-<IKERS: ?0 AM/0 { Mcre,,,;;,eO !5"/GN,4C. S) • 30 tCIYJ/0 ( GINl>?eTiE~.O C../(SNT/A/G) ~ /5 ;QM/0 ( ~ 72:~.0 / /. S. A.I. S.). B. eXI.ST/AJG CALT.,,.,<)NS ""'100€L /70 a:KIT!T'OLC...ct-.:i .-<ISS=M~Y. /J?0,0/FY, 45 R£9{.JIR€Q, TO PROV/..0£ TH€. /NTt:ilJ,0€,Q OP£AK.177CIIV rOR 57;:JGE .:ZZ-. 9. ~OVE EXISTING /e ~/,9 #19 T!L.J/67750, S/.//cL.OEO /,VTERc::n-vNcCT C4136= ,<KIO 4.84A/OCU/ eX/6T/NG CQ;V.OU/T. //VS?'AL.L. IVEl'V IE PR. #;9 C.48L£ IN NEW /~" CONO(IIT TO FINLEY AVENUE (..QPPROX. 5e5' ~ TD E ). "SEE -5/./EcT e-4 . 10, PROTECT POLES 0, 0, ®, t@ IN PLACE UNTIL CIIAIIGE OVeR FOR S"TAGE .l./".f (SEc SIIEET c-8) II. MAINTAJM PEOES TR/AA/ ACC.ESS. I I I I ?.?. * J'126'1e-se; EX!~. -E,E=.R\/IC.Ec f"Ol"1T EXI~ 111-e"c. ,;!; 3 iF'2, <:>E:RYICE=. ,' Jr---,,L'.-- -70 .,, ---~-~:'.: tJoTe rr NOTE& ¢ZP A/OTe/0 ,..-' I \ I I / I I I PROIESCT lo LOOP-!, 11-.J PLACE I ) L. I -..J ~ r-. r- D CJ D I •·1 ' I L. -..I -;-. ~ lb I L. -..I Iv r/.. I V ) ' I l --J ff) ~ (V ..,.. 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COUNTY ROUTE TOTAL PROJECT NO. 1e orq 55 tJukr 1J)4 ~..,...,,__..... REGISTERED CIVIL ENGINEER ao ;o.s 96 70 HILeERT ~ Wlt..LIAM DICK 4, "" No. 1~41 '7 TOTAL SHEETS 123 ----~n~cu::::: E:Xl'7T. "2.11 C. ~ Zil''B('=>IG) PLANS APPROVAL DATE 1----~--.;....--------~1• pC,·"30- TRAFFIC ENGINEERING Herman CONSULTANTS CIVIL OF C~I.I tJOTc I I ,,. I '37• (:/Oo lJOTE 7 °Z. #"1o(LT6) Z Sf 1-Z(i.1.5. N.o J EX!6T. e"c. -11-J':>TALL. 4 NE=W OLC EXl".;,T. I 'fe II C. -JI-J",TALI..... -Z. NEW OLC . \\l /-P-i? . -- g • Kimmel and Associates ('114) St;~ -S<ol <o ' "r -7 ;, I 1-C-c 1L__.J I 1'7~ To '1 -7 V'~ I 1-c-1 LIMIT L1fl..J E. L .a ~ ~ ;, RR COMPL..E.TE=~ excePT A'? Orl-,1,E~W=1'3,=Et---+==:......-~:::;: NOTE;O, @ 'POLE. LOC.@ ~etV'love:. FOUN-OATION -.t!M.. ?ot...E.., MA?TAf<:M";:> ST-46€ .ZZZ,.zF tz l~IPULL~X r;;:;J POLE -REMOVE El fol.lNOATIOtu r-. ' , l.. I C \ I //. I I 19• I I ~ 0 I I A Q) r+-"c,-t~MOVE-FOUN'OATION VEl-t. G 'PE~., l.l.~M.'?. 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BOULEVARD AT VIA LID'O t NOTE; THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY ALL UNDERGROUND i.JTJLITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHIERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIM'ATE LOCATION AND EXTENT. THE OWNER BY ,t,.CCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- SIGNED HARMLESS FOR 1'NY DAMA.GES RESULTING FROM THE EXISTENCE OF' UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTEO TO THE: UNDERSIGNED: NOT INDICA.TED ON THE PUBLIC RECORDS 11!:XAMINED: LOCATED AT VARIANCE WITH THA.T REPORTED OR SHOWN ON RECORDS EXAMINED THE CONTR"'-CTCR IS REQUIRED TO TAl<E DUE PRECAUTIONARY MCA.SURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHl!'.I? UTILITIES OR STRUCTURES FOUND AT THI!'. SITE. IT SHA.LL BE THE C:ONTl?A.CTOR'B RaiPONSIBILITY TO NOTIFY THE OWNl!:FIS OF THE UTILITIES OFI STRUCTURES CONCERNED Bl!'.FOl?E &TARTING WORK. "AS ( BY BUILT" WSS) STAGE CONSTRUCTION .III SCALE: I"= 20' E-8 FORM OC-OE-90-PF (REV. 1/88) 8113944~ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 cu 12207 EA 0/879/ \ ~ ._, '° ~ " I "' • fl "' I .,, .... '-I 1111 ' a C ' .. X X x---- X X >-co Cl w Cl) > w a: ~~ <( ' om h.. ~ ' ~ ~ ~ ~ ~ ~ z Cl i= cc I-CC Cl CL. ci, z cc cc I- LL Cl 1-z LI.I == I-CC er: CL. LI.I C cc -z cc Cl LL -....I cc (.). LL Cl LI.I I-cc I- ci, Cl w Cl) > w a: w ~ Cl >-co Cl w ::.'. CJ w ::r:: (.) ~ ~ ~ ll'J - ~ " '\ ' ■ COAJOlJCTOR_ SCtlcOOLc . /;\ s I~ ~ & .4aJG CIRCUIT ¢1 ~ "3 --'3 ¢e --3 '3 16 (Zl6 -3 --~: ~ ¢8 -3 "? '3. 3~ ¢1 Rr. 7urn ,4rr0(.LJS --2 2. 2 ,z,e,o ~ C: z: 2 4- (jjq.p e e --2 ¢c: PP8 I{ 808 / I / I 2 ¢4 PP.6 / I --I ~<;l ¢<o l3P8 ---1• 1· PP6 C0/77/77017 / I / 1· 117; Spares ·? '? '5 '5. B~ TOT4L. 13 19 15 /9 41 ///u/77. SI: Jl/a/77e 5191? -2 2 2 4- #/e TOmL. -2 2 2 4 .S/t;;na./ ConJ,77on I I I 1• I~ #io LU1??ina.lr<2. z z 2 2 - TOT,QL '3 3 3 3 2 ¢/ ---2. 2 ¢e 3 3 --'3 ¢6 ---z 2 oc.c ¢8 --4 4-4- . z#r<o . TOn:JL 3 3 4 s // &"'m o/a.vo E. V. P. 6n1c2.ld<Zd Ca6la -;* 1* 2* 5* COAJOOIT SIZ:€ (S'l$T/.U6) 3" ?" 2" &z'r 2-:,,., ■ ALL =N'DUCTORS EXl~Tlf..l<:= UNLE~~ 1-.!0T'E'D; • ='REPLACE E.XI.STl"-IG WITH NEW, lfe • t,.JEW ~ ¢/ ◄ ~ r;. t:. ~ ~ <t-----t> {Z)ZP -- e-C·I ---- -- ¢8 --- - R~ ., aOl~ I R:lLE,MASTARM5, 4-<:>ECT'IOSJ VEJ-l. HEAD "1 P,P,'B. f\:lLE. MCVNTED Vl=H-€. f'ED.HEAVS 1.1.'5,I-J,'5. ,;\ I.UM.@ 'fbl.E LDC.@ .L I- IK1 , ePe = e.1CYCLE. Pl.!SH 'BUTTON EX16T. 11/e" C. f:; ~ OLC. -------- tUOTES Tl/IS SN££r: I. Tl'fKJFF/C S/GAJ,4L 4A..ID N/GH'ta4Y L/G#T/,U,$ a:u5T~770U S#,<JLL CO,U~ 70 ST,47E O.C-C<1L/FO~,Vh4 sm,u.a<1R.O ~C/F/C..OT/0(/5 4A.IO sm<J,0,4190 A::'.Ao.S (.o;?Tc;,O J4N. 88) 41(10 7H'E St<l:C/,4L ICX'OV/6/0.A..(5. e BL/INK 3. CltUC.GSS SX!OtV/41 OTN'e9tL.JIS€, /IUOUCT/VE LQQPS S/-/4LL. 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I 1/z" C. E; -B-IFB '=>E:1'<VICE. PLANS APPROVAL DATE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 0.0/0.3 97 HILBE~ ILLIAM o,c~ . 1941'7 p.~.,/.c.;-30~ .... -9~ 123 ----...__,t_fl~'CU:::'. EXl'.::>T. '211 C. E; Z4i''o(SIG) ,Z.4FIO(LTG) E.Xl6T. 2 11C. £; 4 OLC TRAFFIC ENGINEERING Herman coNSULTANTs tJOTE= I //' 1'JOTE ¢8 ¢8C:VP j NOT€9 OETAIL •~• _ i:;:;::;]=Mf'LETE:@ INSTALL R73·h ~f'OLE:. LDC@ -SIGN ' -I_ , . ;:, / • '-._ ¢c, £VP ,-/ \ ¢2EVP 'G *1'2(1.1.5.t..i.5.) -7 ' I '-_J NOT£ 9 ' NOT£ 9 ~ 7 I . .J '!-P-e /-P·I ' ¢e .......,-+-, ---- ' I I ,Sl&t-.lAL MASTARM YEI-I. HEA"DS £,, 1.1.-S.N.'?. ON NE.W MA-STARN\ --- -- I I //' I IC)' -- EXl'bT. 1 Ye" c. t\ Z OLC ----- tO t ------s. . Kimmel and Associates ('"114) e,;~ -e.eo1eo l'o':51 TO L1M1T Ll~E. fi::,-C·I ■ EXl~TIIJGt ■ PCX.c 8CNEOtJl.E RE.O YEL.LOU.J 61'1EEM POLE 04T4 St'GAI«. H.RS. V. LUM. &G'l,IQ,'.'. 11-,l?C/,UT/,UG A50 ~ 8VT7VU • IZX.€ L.CXXJ770U TYPE ;l:]ll 5/GU ( OOUIS(.£ l'i<l'.:c) I I ' No TYPE /.106tVT M4 MA C04Tr-5 VE/21 MA A=O ,qt/,<J5E l"IXc Q(./4,0 ,q t3 0 19-"'!--eo Bo' a:::;' (N) /'5' 200 SV·l·T M4S 0•) SP-1-T c 15 3o' le' a:o .5V-I-T @ 1'5 50' IE' SV-/-T ~ • @ E!i:,-<;--150 30' 0 N @) /(i:,-1-70 /7' _40'rN 15' N 18' R) I ® I G) ■ ALL EQUlfOMENT 0<.\'ST1"-lG UNLe.-NOT"E.0: (R) = RELOCATE'O •-."E."IJIST. = 20' (N) = NEW UNDERGROUND STRUCTURES AL.I.. UNDERGROUNO UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHER& AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER• SIGNED HARMLESS FOR ANY DAMAGES Rl!:SULTING F"ROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTEO TO THE UNOE;RSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: LOCATED AT VAfUANCI!! WITH THAT REPORTED OR SHOWN Olol RECORD$ EXAMINED, THE CONTRACTOR 16 REQUIRED TO TAKE DUE PRECAUTIONARY ·MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ,t.NY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL SE THE CONTRACTOR'S RESPONSIBILITY TO c:x,· ring 7' As Sh01JJn e ':>EE. CAL,ls'ANS -,,TO, ES-:5C. R) (R) ;\(-';'ED 'Pl.l,c,H 'BUT'TD1'l WITH BICYCLE 016"-l SIGNAL AND LIGHT/ NG LOCATION '3" NEWPORT BOULEVARD ,AT VIA LIDO SCALE:, I"= 20'· NOTE: THIS PLAN A CC URA TE FOR ELECTRICAC~W"oWRRKF ON'L~v· STRUCTURES CONCERNEC"eEFORE START•No "AS ( BY BUILT" w.as, E-9 FOR REDUCED PLANS 0 1 2 3 • • • ORIGINAL SCALE IS IN INCHES CU /.2207 EA 0/81q/ __,_ ___________ _,,__ ______ ...J_ ____ _,___ __________ --1,___:::.:.:.:.:.::.:.:.:.:...:..:.:.:.::::...:.:...::.:....:.:.:..:.:.::.:::__::::==================:!......::::...J____, ______ __:•:__ ______ __:__~:'..__~· ~'.___ __ -1..=_'.~:_:_.::.-~-__ __J. ~" FORM DC-OE-90-PF (REV. 1/86) 85!39444 .I I· . I I I ~ .... ~· .... 0 JJ --~ <. ,C. C. ~ ' ) " • " .... ~ (.-1 "' • "" 0 :::::J -'> ,_.. < Z1 GJ I z C < co rn JJ ) 0 :I] ~ z G) z >< ( >-00 Cl lJ.J C/) > lJ.J 0:: ~~ <( ' Cl -er, ~ ~ "'>-@co I-Cl <( w ...I z :::> ('.) U-...IC/) <( w uo z Cl ~ cc I-= Cl Cl. en z cc = t- u.. Cl 1-z w == I-= cc Cl-w Cl cc -z = Cl u.. -...I cc C,) u.. Cl Cl lJ.J C/) > lJ.J 0:: lJ.J !;;: Cl ~ I tT) ~ ::i:: >-co Cl lJ.J :,.:: u lJ.J I u w i I-cc I-en di UNDERGROUND STRUCTURES ALL UNCEFIGROUNO UTILITIES OR STRUC:TURES IUl:PORTEO BY THE OWNER OR OTHl!:RD ANO THOSE SHOWN ON THE RECORDS 11!:XAMINED ARE INDICATED WITH THl!:IR APPROXIMATE LOCATION ANO EXTENT THE OWNER BY ACCEPTING THDliE PLANS OR PROCEf;DING WITH IMPROVEMENTS PURSUANT THERCTO AGREEf'I TO ASSUME LIABILITY ANO TO HOLD UNDER· SIGNED HARMLESS FOR ANY DAMAGES RE6ULTING F'ROM THE EXISTENCE Of" UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBUC RECORDS EXAMINEO: LOCATED AT VARIANCE WITH THAT REPORTED OR BHOWN 01( RECORDS EXAMINED THE CONTRACTOR 19 REQUIREO TO TAKE DUE PRECAUTIONARY MEIi.SURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN ANO ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SJTE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS 0 ... THE UTILITIES OR STRUCTURES CONCERNED BE:FORE &TARTING WOl'!K FORM DC-OE-92-PF (REV. 1/86) 6639,143 «Jl/?AUG DIIQGl?IOM 0 c°! ' ' ' ' 0 -e_l c'4 EXIST!tUG tt:o/ec/0 V (1'7()(.T~ .55'ry'KE A:J/(()7' C!RCO/r /5. NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 2 "AS ( BY 2.1 BUILT" WSS) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO SHEETS 0.0/0.3 98 123 REGISTERED CIVIL ENGINEER 1/<'.~ v.::c::,,..,.,, D'Oi$V ~ ,-n PLANS APPROVAL DATE No. /~/'7 "' TRAFFIC ENGINEERING Herman coNsuLTANTs Kimmel and Associates (714) 852-8616 ~EGctUO xp. B·-30-9 CIVIL -------~ or c~1.1 ------ ~ Ty/CE 15-ZE,'-{d .SaQtOOf<J.19,0 {{)/Trite' (Y/j(]51- fJR(YJ -IJtOO ZCO (L)f07T A76H·A"?BSSO/'i'E XX)l(](YJ ~Q(l?/tOrJI~ a..J/Tf{ G'~c 5W/cZ.0 TC) .65 l'ft=Lcx:::.47EO. - -,ta) 1f/i.'a:JiO,OO{Ttw0,0 '5/ff/~706=/~,0. c:, EX/5T//()G I" COIO,OOIT fJiOO ~ COOOOC70'95 TO l'RS(Yl/QttU 1/U Rf()C€. . '° EXISTlt()G cO::). 5 A:)((<!30X-f:JiC.JO 61:J<<~T. Q---o €X/577A.IG TY~ /5 ·EB'-~" .:577QIV,O<I~ tL.}/J7./ /e' /J?4ST'4RM ,4/V.O B:::AO a.J4TT hl/6N A"5"~ 6C:l0/UM CLIM/AJ,<3/~ a.J/77--I Gt.ARc .:5N/eL.0. <0/,91/CJG OIAG/9/0ll'J ~cCS"EtOO • 0 eDO (t)f:JTT fif<SN-~s 50,010/Y) ii',<'A:?F. o:JMP ro .l3= l"TEJ:.0:::t<TTE,o. e~ ~rr Htc:5#-~ 3:XJIO/Yl V~fi t:.t<Jtr/P TO ~/l?i<JltU ltU A:J'::JCE . ~ cXl5T/tU6 ~16'f{T/tU<S .saJITCf{. --e<1snt0<S tUo. e rQax5 ,:;oov CXJ8C£. --((.)EtZ.} GOO V CABLE TOl3E IAISTAlL.cO. cu 12207 LIGHTING NEWPORT BOULEVARD CONNECTIONS TO PACIFIC COAST HIGHWAY SCALE: ·I"-= 50' E -10 EA 01879/ .... ~ OI I >-CD 0 w (/) > w a: ~~ <( • 0 IY) t ">- @CD !;;: 0 ...J w :::i z 0 i:!) ...J (/) <r:.w 00 z Q i= < I-= f Cl.I z cc = I- LL Q 1-z PJ.I ::E I-= cc r::i..· w c:i cc -z = Q LL :::::i < t.) LL Q 0 w (/) > w a: w ~ <( 0 ~ • l'r) ~ ~ >-CD 0 w ::.::: 0 w I 0 s ;§ Cl.I CY~ ~OfJD SCN€0()(.€ Cl/'i'C'GVT F#Vte>"AV. 70Tt<X.. % Cl, -'I C:..l'O/?'J/0.5 <ZY'JTTt<X':£ <IOC:..7"~ (/CXT,";\5€ .0,,0,0 """ COIUS71?0C7l01.J IUOTES : ' I \ I 7 0 -- 1070 -_, ' ' ,~I~~ .,y<;l::),-0 '8.82-'8,,:.,'2, FP.,.. /17.sr,91/ ~ H S2r0= t?,:S.V-. n:::>/' Z4QV &rarzr- Ltql;r,"9 ,S:;,rv,ae: 4 7 ~n'-e,e----'""-- -. !,., ' ' I 0 , - 0 of); ' ,f; NEWPORT 0 COtd5T~T TY~ N .ST/<;c£T t.lGHT (l?O ~TT) ~ AOa..60X ~ CIT'/ 5-,;::;~19Q e'O'B-L "F 2:05-L (~'?' MN ,'(: e,' 4fit??) . ® /IUS_n:1CL -55'?<1/CE 006/IUET ( CIT.,.✓ ST,O. 2:'Q'=, -L). @) !9:'.:,<;>a:;-,Se9C/'/Cc 0<1,e1~ t<IT Th'€ fl/CO ,<}IUO AQC£ 70C(.)t<Jlf',O 5'Tl"'H!:E:T. @) //UST.<K.<. B<#'B t<JCLJ<S ~/(S/fT/tU(5 a:::KJ.0::JCTC)r?S . @ I/U57'il:J(C. e " CQ(UOC)IT. @ //U6T~<. r=!:::/('.C,<j>0/9:. (Z) /IUSTt<K.<:.. /~ '' COtt.l,00/T. APPROVED FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED CITY ENGINEER R.E. No. DATE CY~ ~OfJD SCN€0()(.€ SHO/f'TST: CIRCi'.Jl1 I z C:..l'O/?'J/0.5 5 7 I I I 70Tt<X.. Cl/'i'C'GVT % (ZY'JTTt<X':£ <IOC:..7"~ (/CXT,";\5€ .(Y,0,0 ,o,;o,.c 7;50 7.~Z 5.05 1050 6.40 ~'50 :56 ---- /0, CD BOULEVARD GENERAL NOTES: 4 7 ----I ' ' / ., ' ,. A. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST AMENDED EDITION OF THE NATIONAL ELECTRICAL CODE, ALL STATE AND LOCAL CODES, AND CITY STANDARDS. B. ALL STATIONING IS BASED ON CENTER LINE OF ROAD. C. CONDUIT LOCATION TO BE PER STD 101-L. D. CONDUIT SHALL BE 1-1/4" NOMINAL DIAMETER PVC. CONDUCTORS SHALL BE NO. 6 AWG TYPE TW COPPER WIRE UNLESS SHOWN OTHERWISE. E. CONDUCTORS FROM PULLBOX AT BASE OF STANDARD TO THE LUMINAIRE SHALL BE NO. 8 AWG TYPE TW COPPER PER STD 204-L AND 205-L. F. CONNECT A NO. 8 AWG COPPER WIRE FROM EACH LUMINAIRE TO A GROUND ROD IN THE PULLBOX AT THE BASE OF EACH STANDARD PER STD 205-L. G. SPLICES SHALL BE MADE IN PULLBOXES BY MEANS OF END-TO-END CRIMP TYPE CONNECTORS PER STD 204-L. H. PULLBOXES SHALL BE NO. 3-1/2 PER STD 205-L UNLESS SHOWN OTHERWISE I. INSTALL A PAIR OF IN-LINE FUSES IN THE BASE OF POLE PER STD 205-L. J. CONDUIT ENDS SHALL BE SEALED PER STD 204-L. K. ALL CONDUIT, WIRING, CRIMPS, FITTINGS, PULLBOXES, LUMINAIRES, POLES, ETC., USED ON THIS PROJECT SHALL BE U.L. LISTED AND APPROVED FOR APPLICATION USED. L. EXISTING STREET LIGHTING CIRCUITS TO BE MODIFIED OR RELOCATED SHALL BE MAINTAINED IN NORMAL OPERATION EACH NIGHT. THE COST FOR TEMPORARY WIRING, IF REQUIRED, SHALL BE INCLUDED IN THE COST FOR STREET LIGHTING CONSTRUCTION. dP NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FORM OC-OE-92-PF (REV. 1/86) Rli'"4.i;; FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 , 2 3 ' ' I ; fl "AS ( BY BUILT" was> ' -- q 7 DIST COUNTY ROUTE POST MILES TOTAL PROJECT ss ao/o.3 SHEET TOTAL NO SHEETS 99 123 REGISTERED CIVIL ENGINEER .:!' ~ /.;;i 1--1 I LeE:RT ~ '/~ WILLIAM OIC.K~ ~ ,.~ ,.., -------------"" 1041'1 "' l-..;P..;L;..A..;N.;.S_A..;P_P_R0.;.V..;A..;L;..D;..A_T_E _____ ----\1\• No. :i)* , Exp, 9·30-3 TRAFFIC ENGINEERING '0,J',1: . CIVIL :...'<- Herman CONSULTANTS ~ or r~1.1\""'"' Kimmel and Associates ~----- (714) 852-8616 ----- ~cGc;(J.O Y TY-A:? 15-ee,'-6"-sr,<,;,,oo~ a::Ym /C:' /'W-::JT ~ <'v,00 150 C.OIOTT N,Gll-~30?€ ~017 (//:JPQ/9 , FOc.C. COT-OFF f..O/Yl/tUIQll9C: TO 6E ltU5TrQC.<..EO --rO:ZV I~,, a:JIUl:XJIT t<Jt(},C) C0tUD::JCTOR5 tv:S -5f<CXOtU fl(JSTfJCC.cO 0 = tCJo. 3-(§-!9:::.l'.'CdOK r < ,-.,,. E.Xl-577,0S CQ<""?/,V,<J~ ' t'OA9ACAS O/t<J<SfilqfYJ Cc<Se((.)D /"50 (O<)T7-:_,, e<JO C/ rr?CX.77Rc., HCY?1covmc. .ck'.:J~tUc..:, , /Y'tGN ~~c dOOK.Y>? <14-9:::J/9 COT 09"" <'.'.0/J'?ffUfJ/~. -N-C::O (O(>?,o -~t9HEI?. --~ ~~~c0~~s~~T COUlXX:-10'? ~ ~ICE O'v&rUc.T. ◊ E.Ot-:SQtU Co -5e<KIIC~ FC:€.0 /OCYfUT. o ('D(C ,(K),>(_ cu HIGHWAY LIGHTING PLAN (CITY) SCALE: I"= 50' E-I\ IZ207 EA 01879/ I ·,~ ... ,. -· . • J ; • -' --.. : ; .. •.,-~ -' -·-· -: ) ' . -'·-,,-... ~·.'· : . ", ·., . . . ' ' .·. '• ' ;·:f~--. ., ·~'?:~" . ' . . ;., . . ' . • .. .. ·-:::.' / ! il NOTES r --- ' l PAINT "NEWPORT BEACH CHANNEL BRIDGE" 2-PAINT "BRIDGE NO. 55-35" 3 REMOVE EXISTING SIDEWALK, GIRDERS,. ABUTMENT BACKWALLS, AND CONCRETE BARRIER 4 CONCRETE BARRIER (TYPE 26) 5 TUBULAR HAND RAILING (TYPE 26) 6 TEMPORARY RAILING (TYPE K) (SEE ROAD PLANS) 7 ROCK SLOPE PROTECTION (SEE ROAD PLANS) 8 RETAINING WALL il WITH CONCRETE BARRIER -(TYPE 26 A) AND TUBULAR HAND RAILING (TYPE 26) 9 MATCH EXISTING GRADE AND CROSS SLOPE 10 STRUCTURE APPROACH TYPE EQ (10) 11 STRUCTURE APPROACH TYPE N (30S) 12 SEE ROAD PLANS 13 EXISTING 24" RCP (SEE ROAD PLANS) 14 REMOVE EXISTING WOODEN BULKHEAD ---~--------·- -Dofurn Elev. --30.00, - 15 REMOVE EXISTING AND REPLACE WITH NEW DOLPHIN PILES 0 16 REMOVE EXISTING DOLPHIN PILES 17 NEW DOLPHIN PILES 18 TELL-TALES • 19 EXISTING 3 STORY BUILDING 20 WATER LEVEL VARIES WITH TIDE (SEE FOUNDATION PLAN) 21 MODIFY EXISTING DECK JOINTS 22 JACK EXISTING BRIDGE-SPAN 3 23 CONCRETE SEA WALL 24 RELOCATE EXISTING NAVIGATION LIGHTS 25 RELOCATED NAVIGATION LIGHTS (SEE ROAD PLANS) --~zE ";'fREA"C8R\D<SE -□ECK_ ·-----_-:::_ ___ _ ·' ' • • ' .. (j!)_f09f~5./8~-J}(}j ,fCO/l$IJ";CTl~ = c·=•,.-·--_'~-. _ - ·: 3/1)_9./t,5./ffECl</c', 5S l?EtO!<lJ--=---..c·-:c. ---- 'Y .. 7-1(3:""C,'7·-13. C. l?k 55 Cal ff4/J.5' ,15. 3u-//.&~. 109+4-5-48.B-tJ.. ± ·, .1?=<2058.50' --7?=23(),0(/ D=: 00 ·35'17'1 -f:::,,_=47'26'09" L =-sos. 68' -;., = /90. -/2 1 T=/53.01 1 T~ /01.05 Sub;:n1tttd by. DESIGN LOAD FACTOR DESIGN 1r-0,-'-""-"-,-'-=""-'"-'-'"--------"~•0=-"c.c'=-'"'-"'=-0 =-"'c.."L-'=-"-"'-"'-'-" -""-"-"'-"-; DETAILS · • Approvi>I Recommended By LAYOUT QUANTITIES OS OSO 2 I 38 C2/86l { ·-:_.,. ..,.,. By SPECIFICATIONS --..-·-· ----- PILE DATA: LOCATION ABUT l BENT 2 B EM 1 3 BENT 4 81;:NT ':> AswT G 0ES/6N LDADINci 45 T 45 T 45T 45T 45 T 4-5 T SPECIFIED TIP ELEVATION -3-7,0 -37,0 -35,0. -35 .0 -32,0 -32.0 •· . -, // 4-2.-9~ 'f- I LIVE LOADING: HS:20-44 ANO ALTERNATIVE ' -AND .PERlJIT OES.IGN LOAO .- Plan::; and Spec5 Compared PROBABLE TIP ELE.VA"TION -42..0 -42,0 -40.0 -,40.0 -37, 0 -3 7. 0 PRe.□RrLL To PILE: TYPE· ELE.VATION CONCRETE - See .._5 P£CIAL Spec.iol CLA$S 4-5 Prov,-:sion$ - For P1ie 'Details see "M1sce//aneous Defa1!:s .. eheet. . I INDEX TO PLANS ------------ j ~ST COL,NTY. ROUTE Ora. I •J•::.::::::...::. ... , ____ ~_,;: \ ~ •· POST MILES TOTAL PROJECT CHIE:'. OFriCE OF STRUCTURE DESIGN REGISTERED CIVIL ENGiNE::R ~ • > • i • " r I l ' SHE:: T I TOT AL ~lO I SHEETS I 1ooi 123 i? S. D. NEWEL ~ PLJI.NS APPROVAL DATE "' No. 13798 ----~-------------\\* Pre.cosffjs Concrefe Girders- . . SHEET NO. / "= 10 '-a,, --·. • ··-TITLE '. . 1 GENERAL-PLAN 2 FOUNDATION PLAN 3 ABUTMENT l LAYOUT 4 ABUTMENT l DETAILS _5 ABUTMENT 6 LAYOUT 6 ABUTMENT 6 DETAILS 7 BENT DETAILS l 8 BENT DETAILS 2 9 MISCELLANEOUS DETAILS 10 TYPICAL SECTION 11 GIRDER LAYOUT 12 GIRDER REINFORCEMENT I 13 GIRDER REINFORCEMENT II 14 PRECAST P/S CONCRETE GIRDER @,@,©,@, & ® • 15 PRECAST P/S CONCRETE GIRDER® & @ 16 TELL TALE DETAILS 17 MODIFIED EXISTING DECK JOINTS 18 CONCRETE BARRIER TYPE 26 19 TUBULAR HAND RAILING (TYPE 26) 20 RETAINING WALL NUMBER l 21 RETAINING WALL NUMBER 2 22. STRUCTURE APPROACH TYPE N (30S} 23 STRUCTURE APPROACH DRAINAGE DETAILS 24 STRUCTURE APPROACH TYPE EQ (10) 25 LOG OF TEST BORINGS (1 OF 2) 26 LOG OF TEST BORINGS (2 OF 2) ' • ' , ' TO -. 1135-A A62-B STANDARD PLANS DATED JANUARY. 1988 P.c.c. PAVING DETAILS --. RompL-1ne-. Varies PART-SECTION B-B. A62-C B0-1 B0-3 B0-5 B0-13 B3-3 83-7 B3-8 B3-9 B6-l B6-10 B6-21 Bll-47 ES-7C EXCAVATION AND BACKFILL-BRIDGE··· SURCHARGE AND WALL EXCAVATION-AND BACKFILL-BRIDGE BRIDGE DETAILS REMO.VAL- -,. . I • /2 -----~ • ·--~ -~ O, ·, ~ 41-I" f Var/es BRIDGE DETAILS BRIDGE DETAILS Var. BRIDGE DETAILS RETAINING WALL-TYPE lA · I C/05u,e 3 '-S=-'_,.' -'-a-_,_-··_-" Pour-• RETAINING WALL-TYPE 5 RETAINING WALL DETAILS NO. 1 RETAINING WALL DETAILS NO. 2 T-BEAM DETAILS UTILITY OPENINGS-T-BEI\M JOINT SEALS (MAXIMUM MOVEMENT RATING=2") CABLE RAILING ELECTRICAL DETAILS STRUCTURE INSTALLATIONS I /-1'86,26 EC /0',77, Ll/7C -"AS (. BY • NOTE: 6.UILT" W8S) TI!E CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. ., Cosf-1n-P/oce Reinforced_ Concre.!e "T'' G/rder:s See .Sec f-1on A -A ror D1me.ns/0175 ooJ' ..shown -- WM . i(emoYa/ o:f'-Co1Jc,rc/e • · 0--:slaao'!(r{ .P/a17 6'/;e_el ,10. ~---1-----Ve1 _1.,1/ No. __ .. --' i , I I I I -I • I I • I I ' I • I I -I r \ n ~ ~1 £1 ------ ) ' ' JJ ;e1, ___ _, g C -. " ~ 0 I z G) z C < OJ m .. u I :, '--------' s' z :r:: 0 b ol JJ ' -,.. ;; ., zl G) . -;,I ·-. , -.,,· -~:_-.. r--._ . ' . ' .:• • .... --- C• _,_ .. ,-:::, ' ' ' ® @) 7~·-------r-1 - /09_ f-05./8 POT rt Cansfrucf/on = /091-65,/8 EC Rf'e 55 RECORD: 9 f./-3, G 7 EC Rte 55 CAL TRANS As-Bu1Lr5 I JO -f-42. 48 .Tn fers i Rfe 5'5 / <t: Channel GENERAL NOTES LOAD FACTOR DESIGN DESIGN: BRIDGE DESIGN SPECIFICATIONS ( 1983 AASHTO Y1ith Interims and Revisions by CAL TRANS) DEAD LOAD: Includes 35 psi for future wearing surface. LIVE LOADING: HS20-44 and alternative and permit design load. REINFORCED CONCRETE: fy = 60,0(,() psi f '1: ::i. "-,,DC-0 psi n = 9 Transverse deck slabs (wcrl<ing Slress Design) I 11 = 20,000 psi f <: = 1,200 psi ii' = 10 PRESTRESSEO CONCRETE: See "Prestr~sing Noles' 1O7+22.O".> 5c <:sCon-st -- REPAIR SHOP N.OTE + DENOTES SPOT ELEV• * DENOTES BOTTOM CHANNEL ELEV. /1/orlh 532_,8!5,82C 53c/BB9.165 ALL UNDERGROUND UTILITIES AS SHOWN ARE APPROX. , PRELIMINARY INVESTIGATION SECTION ' ' Ea-5/' /1 488, 89 6, 17c 1;488; 920. 569 @-RISER POLE # 4000 488 E DESIGN SCALE !':: 20' DATUM PHOTOGRAMMETRY AS OF: DRAWN By L. MANABO ,3 ,91? By t ALIGNMENT TIES •-_,. -.. -~.-~ --- OS 0S0 2 I 45 (2/86) NGS 331174 SURVEYED By FIELD CHKD ., S.WANG ( I I TRACED By DETAILS K·C.·B· CHECKED s, i I ..5/z,;/~8 QUANTITIES S;,,..-,_,.__,._, o. I !,_,,,,_I-1 ~; '1 ,. Checked 4£/3 ORJGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of DEPARTMENT OF TRANSPORTATION 2 3 / I / DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 ORA 55 101 123 REGISTERED ENGINEER -CIVIL PLANS APPROVAL DATE BENCH MARK CIVJL OF C~I..\ BM# 1'1'167 (RESET I93GJ ELEV= 9.85 fD. STD. U5CGS BM DISC STAMPED" W/67 RE- _SET 1935" SET VERTICAL IN THE NORTH FACE OF MOST SE 'LY PIER ON THE SOUTH SIDE 9F PACIFIC COAST HVvY. UNDER RTE 55 NEW- PORT BLVD. BRIDGE. 2.7 FT. W. OF NE CORNER -, OF PIER, 3.5 S'LY OF S. CURB AND 2'HIGHER THAN CURB. (NGS 331174, LN-/03, PG -9J. £\ER/AL TARGET# NH-2 ELEV= 20.19 EOUND AERIAL TARGET AT W. CONC. SIDE WALK, ·20' SOUTH OF N. PN NEWPORT CHANNEL BR. 7f'-55-0035. Far C0/77,o/efe p//e /c;yol/1 and l'oof1n9 layou:r al Abui,-nents :Jee '',,c,,hufmenl I !..ayoul "and ''Abulmenl ,:; Lc;youl H sheels ror carnp/e/-e pi/::: /ayau.f of !3enfs. see "Benf De/011-s J'' .:5/2eel ' DIVISION OF STRUCTURES STRUCTURE DESIGN 2 55~0035 J NEWPORT BEACH' CHANNEL BRIDGE (WIDEN); cu 12.2-0'7 EA 018791 POST MILE F;:EGI.STEREO CIVIL ENGINEER 1'10 0_2 ,-;>•--• ••' ~•), ~•-<-••,'• '•~-:,•v•' ,-,·, d •• -•-, •• .:c-~ Disregard prints beuring earlier r£>v1sion date:, ---,,. ', \ FOUNDATION PLAN REVISION DATES {PRELIMINARY STA~ ONLY) SHEE OF 2. 26 \ ' I I f ! I ' I I I i i I I I I • I I i I I . ! ~ ... ~ ' ' .., w ~· ,_ L' C < c:;:s i"'· .J~' Di :-•J ' ~s: \ <'. z G) z C :;: DJ I m: _LI i ~ ' ' ~ \ ~ I u, I "' l I o-:,-J 1 -. ~ <'. z G) z C $ DJ m JJ ! ~'----- ) 0 :;J 9-2: z G) z r· . '. ,. ' : ::· .. • .'~ • • A '• t Se~ f?elo1nlnq de r c-711:5' __ ...:__---- ' ' I I I I I I I I ------- Expanded mlystyrene .same fhicknes,s as he,:;rr/n:7 pods ----------------........_ ------ E/05fo177eric &ar1'n,:; P.<1d.5 I J!:f, x 12 x 1.2 Iola/ 5. Place /eve/ / t-=--=-.=:::::==='F=====~t:;========::~#=::q..~.fa====~----/-/ ------ :1t 4 -I to fol .:3 See Rela1nin9. Wall No 1 De..~ai!s --<'-<~-#-·-----~--1 Or;// I bond -v5 7~ in 5" deep hale folol c -' ~ •• ' ·~ -=--·➔"•--',• -· ' . . DIST. , COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 12 OP.A 55 102 123 REGISTERED ENGINEER -CIVIL ;:; S. L MELLON "' "' '5' 1· PLANS APPROVAL DATE Ho. " 1 o .._ ___ _;;...;..;;...;;...~-----\\-I< 9-30-S! *,--,1 xp,___ ,. CIVIL OF C~l\\ l{)ncr2!e 3or;-ier no/ shov'//7 ,op or -pprooc7 5'!bo 1; Bearin 5" Abu/ LOL ']f~~~~~~~~~~~~I n~~-7-~ , 1/,/ -; •·,,L,44,!..,£.,L.¼:.z:/o-' '-d41/, ·w--,'5-,,½::::~=::~~----~;/::'::'~-~~--:7-=---/,---:c:.,.~1 ::~~~~-_:_-=i-.= ----;--,~+/~~~===:..:..:·-=:"!--:/.-·-f-; ---t-,-.v-:-,_-=--=-=-'.--j~_-:j-+-' 1;' ' ' __ .....,_ -' I I ' I ----------I ~ "Premolded exp. ·;oinf /'1/ler. _Plqce aq_a/nsf ex1s lino o l'f;ce build;i"19 .1 J/Vc1 I I J I" Expq_nc/eo' Pc.:ily5/yre17e - Top or end bloc!, ~re 13-/ /2:§," Pre1770/Q'ed Exp -./1-n/ler G2'-/":t PLAN -~------- -23'-8 '':t Remove porlicJn of' E;:1:Sf1n9 Abu/men/ Relocated felephone condu/fs (By Pac Bel/) 32'-8 "+ -' ' I I I I I ' I' 1 I . I I I I I I I I / 11: : :I I ' Exp Join/ t(fv ~ov Wafers/op _ 3 _4 J 3 _0 ELEVATION .G -G fofa/ 5 Drill ,f bond-c-"'5" 1@ 24 in 5" deep /20/e5 ---- I I I I I I ( Maleh 8e:in9 Seal c.-leval/on I 1· I I .fiA r@lc MV i : ••. ___ ,_. ,_-,c__!_)_r --------...L_ .. .J..... ________ ......\.._ __ _;;____ ·----]' _:;_ __ M <tLl" 1-_L ________ _l_ ___________ _ t-'-,----,-1 ...u... _____ 1 _____________________ ...1.l--11 . ---------------=r-:------1- \ I t i I ' ---~ ~~--.,-~ ,-_____ J 4N~ . -4.s_So --,....__ ~ -~ • 'L #S ~ Top .f 8!...0• Bof lam fofa/ c --;.-., r .8.W LOL 2 -»'~ fop / bal/0177 !of -I • 11,o/ -IJ5 "---Top/ Bollo/77 fol c . .?~'1 '' Exfe17d f<e/a1n/n9, Wall foolinq rein/' 1,ilo Abuf. /'ooflnq er a:J shown FOOTING PLAN -· DESIGN Ey ~J ELEVATION ¼" = f'-0'' 9 ~O" P/le 5pac/nq DETAILS K· c.,. B. Ey QUANTITIES :S ~ ~ "-------, ,, \\) 'l: Br✓. s = Abuf l. O!.. _ __JI-L-__:=--=~-= State of CALfFORNIA . i. Drill t bond,., .:15 ,/'I @36 1n 5"dee,o hole1 /olol 2 3-~4 7 "'4 l @ 9 mox be/J,'.feen e.x1il1n9 girders ----- :1r4 e 9 r,7ax lofal c e.a under ex/sfin9 9irder:5', II AS. BUILT" ( BY was> 01v1s1ON OF STRUCTURES V1.'i ·~~sR=ID=-cG~E~No~.---'iv STRUCTURE DESIGN ~ ·~ 55 -35 f POST MILE ' 0.2 Nofe-s: (+.'. Ind/co/es vertical piles _, For Seel/ans H-H, J-J, 1--<-K, L-L 1 M-M { N-N .see "Ahulmen/-I Defa//s "..5heef For spec/al eorlhwo,k and add///ona! defo/ls af Type IA Refo1nin9 Wall /v/od/r/ec! /-1-10 ~~ee Rela/17jnq Wall defa/1.s. Indicates rea?ovol NOTE: THE CONTRACTOR SHALL VERIFY ALL ~ CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY ~i-1.TERIAL. ,, -• ' ,. , ~,.. -• ~;-~ .,,-.....cc ,•~ , , . ,,, ~ -~ NEWPORT BEACH CHANNEL BRIDGE (WIDEN) , I os aso 21 39 <21 ssi Bil 40069 DEPARTMENT Of TRANSPORTATIOfi I , . ' I~ -·- ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ! 0 2 3 cu 12207 EA 0\819\ 01.'.-1regard prinL-a: bearing earlier revi:;ion da~cs -----c,, REVISION OATES (PRELIMINARY s-:-... cE ONLY) SHEET OF ' 3 2G ~ r > z n ,. □ n n "' 0 0 ' ~ ~ ' -o m D n ~ ~ I 2 0 C " ~ ' rn M . D ! 0 ~ " " ◊ < n " !TI n > C ~ D ~ z > 7" "' [iJ m .u 0 :,J ~ <'. z G) z C ~ OJ r.J JJ 0 :0 ~ L G) I ) ' • See "Sfrucfure Approoc/7 Type E0(/0)'' 3/Jeet exc.e,of os nafed -- "'4@ 18 max --_;:-..::--_,.---l;j--:--~ # 4 I I @ 18 max. """'-----1----r---#6 fofol 3 6/4-''clr 5'-0'' SECTION H - H 1/z_" e \'-0'' Rh/ !.OL--.-1 114 \ fofo/ 6 ~'--J.h4-t~=t==;=~ ~-~----r --1-...,_-~ Brq5 ~ , ~-, . • '<' ~ -~ ., . -. -~-·-., . ' . ~- DIST. , COUNTY ROUTE POST MILES SHEET TOTAL '. TOTAL See "5frL1cfure Approach Type £0(/0) '' sheet----------- Fulure Ap,orc;och 5/ob ----------.. BB-- ~--~------, ~-,-,--- , I I ---- --- ----t-IF~".1._ff:'/F+~=~:..:. -#4 n @/8 max #4 @ /B max --'-, ' 1 4'' cir -Typical , 1 except os noted e'clr #4 Iola/ 8 ' • • i--1 #5 [J re: ;::, ~ • _;!f-4 J @ 18 max I I #6 total 3 1 ____ _ J-1 °' I" Exponded Polystyrene ,::Jrouno' ex;5//n9 qirders -- Dr/I/¢ bond -=15 I@ 3& /n 5'' deep hale----- f" , ' PROJECT NO I 2. ORA 55 10;3 REGISTERED ENGINEER ·-CIVIL '-' S. L. MELLOII ... er No. 351iJ .. _P_LAN_s_APPRO __ vA_L_□A_T_E ____ ----1 -1< na,'\_c, Exp.;)'"_._••_'•_ I ,-- i...----;-: --4 8r45 = Abuf LO!. -· __J CIVIL OF C~\.I ( I /0 11 ·1 : ' °' : illi=-!=--=-1-+=:..:::~--. I --_____,_. --"!I: SHELTS 123 .'.;) l8mox 1---+-----D11 JI ,f bond~ '"'S /7 @ 30 t'f) J_ 1n 5 "deep hole-------------~ P1Je Culof'f line ~ --Abu! reinf' ~1 ~1 -------------- 'J::>-----_.,;4@ 18 rnox ;1-4 7 @ 9 max 1 G'-!ff?'' Dr//! ,f bond ..., P5 ~--r3136 in 5" dee1:-:; hole J -;14 ~ e-18 rnax}-Aft .1. be.tween ex/sf erno,e /?irders +11..:=1:==:::;=:---~1 1 re] 1a ma.x. ':l • -+---~ ,o I oce aq q 1,'n ,~s~f_::__ll~n:_d~i-=s~f~u'...'..r:._b::::e::..:d::'....----;,----~~ 4'clr SEC-I ION J - J 1/2," e \ '-0" See Section H-H fo1 odd/tiano/ defa//=1 See Refc.11nino Woll No 1 detoll:s 4-B,-7s c!;o?::'' 2'-1/z'' ,/"cir. H-4 ;77olerial -4"c/r ~ ( 5ee Elevaf/on view on ';4bufmenf I Loyouf".shee/ .SECTION K-K NOTE: For local/on of' .SecfJa,'75 /-1-H, J-J1 l<-K, !.. -!.. , lv/-M ,ff N-N .5ee "Abufmenl i loyouf" sheet, 121/A Jnd1cafe-;J 5/rucfure E:<CC1VQl1on /17 Sec/1017 N-N ~-Ind/ca/e5 .Sfrucfure !3ac/4f'/II /n Secf/on N-N I SECTION L-L SECTION M -M 3/s '', 1 '-0" s, DES!GN -5 By DETAILS K·C·B· QUANTITIES By.;;,,,~ 0 rt-,v,Jr OS oso 2139 (2/66) as CE06J ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 SECTION N-N 3/5" = l'-0" Cleorance1 width of' wo/1 and foof/nc:J he/9.ht s/7own SLJpersede:s S/2ee I ' No. B 3-71 paqe 113 of' fhe Sfandord P/a17:s doled January 1988. ''AS { BY BUILT" WSS) --- NOTE: ~ THE CONTRACTOR SHALL VERIFY ALL ~ CON~xOLLING FIELD DIMENSIONS ~ BEFCRE ORDERING OR FABRICATING ~ NIT MATERIAL. ! , State of CAllFORl\-jiA DIVISION OF STRUCTURES STRUCTURE DESIG!\J ~ BR!OGE NO. ~ • 55-35 ~ NEWPORT BEACH CHANNEL BRIDGE (WIDEN) DEPfu'tT~,1Ei'lT OF TRANSPORTATION 2 3 PROJECT ENGINEER cu 12.207 EA 018791 0.2 ABUTMENT i DETAILS REGISTE!H'.O CIVIL ENGll',IEER NO POST MILE i. F ,. .. , . ' . -_:-- REVISION DA.TES {PRELIMINARY ST.i.~E ONLY) SHEET OF Disregard prinL.-. bearing earlier revi::-100 dates 4 26 \ . I I I iii D _, D m a ~ z C < D n a D ' rn " . i ;c' I '" ~ cc 0 r 0 0 0 " '" □ '" ~ 0 z . ~ -· ~ ~ .... ~ VI '-$'. co m :0 ) GI ~J ' --.;;. --::::0' c'.:. u.) z C :;: [D m JJ _) CJ JJ ,-? <'. z G) z C < OJ m _:J i - ~ • ~ "' "" • '1 _) D JJ ~ z G) L C < • 3-.• ·.• ... !'-: . -,, .... ·":.-. : ,:;:-.\.: . . ·~·. . ::::-.: ;, . : -'i<;:·· -_ ., ,. ~ , .. • ~-:' ~ ~ ·.,;..: .. -. . I / I [;7'-5" c.'3'-8" +- Re0ove portion of° Expanded Poly'.Sfyrene some fh/ckness a:s beor/nq pad-s ~ I I I 83'-//" PLAN ---E/osfomer1'c 8eor1nq Pads I~ "'12 x 12. fofal 8, Pl4'a-/eve/ , I I / 4 .spaces e 7:..4• =-f:9'-4• Ex15~/n9 Abufrnenf ---v4° =l'-0" .,,.4K3~G" /-ofal c' . Pelocofed le/ephane 3 -✓;j ' r7 candu//5 (By Pac Bell) ~I Approach Slab Beor1n Pac/ La 'Our See Refainin 'J(PII , No 2 dela//5 ---7 rt-----. -~ .. ,<S<<::~:s>*~:iJJ"-,)':;:_::_. , ----• ; I 1'Qcf)I I q '1 '-<~---::~-2:-:-:x/<>~>' .• ,::) ~.. ... ~- ----:L -- ' ,er~, I ~-•, •• ,-..._.,,,-._ , . • -• / • -·.J· 'f I -\' -~ L I p • •• -::<.·-..--·· .................. ,·.,,.·~-.., ..... :.;,;:;-c.._;:<· -l 'T·· I" I ' / ·-/ • .. _ --, .--> -_ -_ X _: --' I I ' ---' •1 •• -~1/--.·'. -••• -:.--:-• >· ..... / -- Maleh boffom af' exJ:;tinq 7'-8½: H 87 1-!% ,, FOOTING 14" = \'-0" 2-,'le; X c;'-a'' fop ,f ,60/lom of' l'ool/n9 Iola/ 4 ( 1~· - PLAN - ;. U.W------ I ,---- 1 . .,.;~•· . ' DIST. • COUNTY ROUTE POST MILES SI-IEET TOT AL ,. TOTAL PROJECT NO SHEETS; - - NOTE: 12 ORA 55 104 123 l /4. REGISTERED.ENGINEER -CIVIL ~ S. L MELL011 "-' P:::LAN-:-:-S::--A-:cPPRO=---V-AL-D-AT_E _____ , "' Ho. 35115 9-0,,_01 p. ,JV-.,, CIVIL OF C~ll Concrete Barrier not .5hoy,1r1~ /Top pf' ApprcJoch ' - ' . - t ~ 1 • \,i / 5/oo ~{~ ' --=t1--~-·~ ~ ----' -. -. 1 :,-I ' I::) I I -, ' I "'1 I ~~ 7 -..."'--,.J~ I ~--I c -;:-4 -----__ ..J._ -I' ~v I I I #4 lJ ~/8 I I ,----I . L------ . f.,,a @9 In.side f'ac. (? ce r,1/6 /8 Ouf:5 io'e /'a ELEVATION P-P ·---- ----1\i' 11-I" 9 I fafcrl c --I • t ' ~ 4 ---------f. ""8 e 9 "I, 1 · - ' ' ,1 'P051re • ---~·, .'- ofal 2 . . ' 4'' cir I Typ r-- f!.4" SECTION V-V (±1 Indicates ver/1co/ piles. For .Secl;ons R-R) s-s1 T-T F U-U see 11Abulmenl 0 Defa1!5 "sheet. . t~ Indicates removq/ . NOTE: I I As Bu I LT It TilE C:UNTRACTOR SHALL VERIFY ALL CONIT0LLING FIELD DIMENSIONS M ¼'' = \'-0" DESIGN DETAILS By I K-C·B-89 State of CAllf ORI\JiA ( By W 8 s ) BEFOF2 ORDERING OR FABRICATING ~;l~~~~~~;R~~T~l~~J 2 s5•;:s ;; r~ N E~~ORT • BE-A CH CHANNiC:'::;~ G~ iW I DEN) I OS OSO 2 I 39 (2/86) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS -~ 26 t?l jj 3'i ~ "' . l g '. C i 0 ~ ~'-----' I ,:_ ,' I 0 5 ~ ~ t ' 1\1 (Iii 0 :JJ ;g: < L G.J z C 7 .:,. l,;_1 ,; _I_J ! " ' ) ; N • \II • "' ol :-U ~ _;: z G1 z C ~ [U rn JJ 0 JJ !g .::, z Ci) -·-- • ·::>\:·.-~. . . . . •·· - -. . -, _:_.-::__·;,: -----·:. -~---... ---, ---- -: , .. . . . .. • __ ~--\:~-. . -. -~ -_-.-.... ·-· ~e: •·=---:,,;. " ' ' • -, OS 030 2 I 39 (2/861 . ;:..11z· ;:3"1 !~c" . Varies fofa/ g ;-\ ' I ~ I ,, I\J 5'-0" /'3" _) Drill ,f bond "'5 ~ &3(;, in 5"deep hole SECTION R - R 1/z" = l'-Q• NW LcJL Ahul ,!:'-()" ' SECTION -1 -T Winqwal! rein!' 1-----. I L---- *4 fofal 6 SECTION· U-U 3/8" ~ \1-0" s,c_l ·o.''-,_ DESIGN d'JV-,v,_ rn,.._.,, By DETAILS K·C·B· Cl U AN TIT I ES 8;5~ {) ffr.,_,__.y 88 4!lC69 _______ ....L--.--- r/!:8r9s=Abvf LOLI I • 7 4' cir. -Tvf)/cal excepl os noled "-._ _tt5 [J &/8 mox SECTION S -S 112. • :o \ '-O" 5ee Sec/ion R-R f'or c1ddiliunol de.ta/ls. DIST. • COUNTY ROUTE 55 REGISTERED ENGINEER -CIVIL --.-., ,---rx•--'""'· POST MILES SHEET TOT AL ' TOTAL PROJECT NO SHEETS i 105 123 ~ 0' t; fi $. L MELLOH PLANS APPROVAL DATE "' No. 35115 .,__..;;;.;..;.;...;.;;.;~.;.:.;::...;.:.:.:.:;;..._ ___ __\ ~ !}-~n.01 Exp. ..v v J'~ CIVIL ,-,. 'f or c~,,,<oi"' . I ' i . I I I i ! ' ' ' ' ,,___, J_-1~ /ff? Chect « J/rf"t ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA DEPART~~ENT Of TRANSPORTATlOM z 3 "AS ( BY DIVISION OF STRUCTURES STRUCTURE DESIGN BUILT" W8S) I. NaTE: For /oco/1on ar $ecf/ons R-R,·S'-S~T-T/U-U.see "Abufmenf 6 Layout "sheet NOTE: THE CCNTRACTOR SHl>J,L VERIFY ALL CONTRCLLING FIELD DIMENSIONS BEFO~ ORDERING OR FABRICATING ANY M..!.=ERIAL. I -l PROJECT ENGINEER AEGISTEREO CIVIL ENGINEER NO 0,2 . J;. ··-_ ABUTMENT 6 DE-1AI LS [ cu \2207 EA 01879 ! D,~re/:!'.ard prinL..., bearing earlier revision daLe~ ---------------- Sl-1EET OF 26 I i ~ -(;I :IJ g ~ !" g C C, 2 >~---' n " ~ Q ~ p 8 ~ §2 ,. .) u '' 15 ~ z Ci) z C $ OJ m JJ ,,,._ __ _ CJ ::0 ~ -" z G) z ~ I I I -1 ~ m .-. -.. ·, ,: , .~•.-'• - ~;?;:_ .;-., . ·:-.>:.' • :-. .::"' ._ . -', \ ' f /, . 1- <fl Ex1st1hq Ben! 1 .. ,-' OS OS□ 2139 (2/86) ea ~8069 f Ex isl_ ex/. pile~ P/le spacin9s I I I "-----1 ' ' I -~ ' : •• ~ .; --'"-i·-7' ' I --, I ',,,-6! I 1 I ' ' ' ' ' I -h--1 ' J I ___ , ' <;Ii ,~7 ~1 - 28: 114 "~ Ben! 2 28! 9¼"~ Ben/ 3 28~ 9" ~ Ben/ 4 1 e ual s aces Curb Cine PLAN t-¼) -----• I ,, I ":i ' , ,./ IJ/ ~ ~ I ' <\J "' r.f><7 ~ -' --, --, - ' ~l . -L....,Y--'--,-"---/ ELEVATION . l-'/0" I I ~ L1inil of Br. iJelail ~and c/isfribulion reinf'. 3" r 80-5 Limil or Br: Oela1I 5 •10, and dislribufion re/nr. 3" .,-----"'4 LJ @/2. Place 7 parallel fo q/rdcr -,---------~--------'----r---1-----/ sfem. ,, ·•--1--- ' I . ~++-_#'4 be/ween 91rder slems-1-ol 6 114 conl • -5pec/a/ Clas,:, 45 Ale ee f)e/oil B s. TYPICAL SECT ION I \ \_ :]a V .:---<\i _i......,.-,...1 ....._ ,:10± ___ ____,'°'\--;,3 ! / I "___.. ' DETAIL B ond /Jri!I ,f B. @#41,,-- deep ho/, in 5' e Iola'/ , nT Piece epoxy adhe::1/ve • ~ r . h -op o ex; :J 11?,;J _01/e CO;-J fh;-s· a,-eCl © Ori!/ 4 Bo nd in ole ,116 )( 2-'G" l2"deeph . ,. ~ per be @~5 ~ Iola/ I ' 5 ,oer 8eal. PLAN -BEf\JT 5 DESIGN By DETAILS AES By / • QUANTITIES _:;s~ Ind/co/cs cone. removal. £xis/. re/nf lo rc'main tn place._ 1 _89 Checked;.?c/2 //?f -. 3 , , j 0' , ~e= : ; I t I -.~ j f-,I= I t-·· -:--: -=, I ! I ' ' --I = : I " , I I I , ',t. .. -/ ~ ' @ _, __ -~ _j L ___ ~ ' I l \ : 7 E I ' #5(.iJl2- / I -- 4"min cir lyp 1-·· ~\§} 5-'6"min. ~ varies I Benl:s 21 3 t 4 fJ\\.Or✓-11 Et Bond '8 #4 :t,---!n 5" cjeep hole Iota/·. ~ per benf--- DETAIL A t c"min cir nev,r } por /;on 017/y t • Crill e-·Bond @.,,.6~F' 1n 12" deep hole lol 4 per 8enl. SECTION A-A State of CALIFORNIA DEPARTNEflT OF TRANSPORTATIOf-l DIVISION OF STRUCTURES tr'.} STRUCTURE DESIGN .t; BRIDGE NO. ''AS- ( BY DIST. , COUNTY ROUTE POST 1 MILES SHEET TOTAL i TOTAL PROJECT NO SHEETS < 12 Ora 55 REGISTERED ENGINEER -CIVIL PLANS APPROVAL DATE -----~----------1,\-1< 106 123 ~ . ,,,., •. L. 1.,:_.:,_ p. __ _ CIVIL OF C~I.I 1,,.-i 8enl /!/0"!1 1!10"f Ma.~c/2 ex/sf/no 8el7fs 2,3,14 . ' . 1'-10·· i /.!. /O" Me.:.::::sured normal ' ! I 4rz" lo c Ben/ 5 ~,, 11r ' I ' ' ~ !, --,[_~I. . ,- o iii a ,, 1 1 o I~ o I I o -Ji 11 I I I! i ll w I !!I ~! o a a o o 'lo i Cl) ! 0 0 0 0 0 I \::: i I 4 r 9--9· Q" J ::/' 4·· ' ' SECTION 8-B 0 Remove surrocc or ex1sl1n9 cap ir required fo ma1n,...r1::1✓"n 3 11/l?/??. cone. @ Epoxy c;a/ ,;;;,,r, BUILT" W8S) ,- i I BEACH CHAf\JNEL BRIDGE (VvlDEt\J)' BENT DETAILS 1 ! ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu / z 20? AEV1S10N DATES {PRELIMINARY STA.:..!:; OHLY) SHEET OF ·I EA 01879/ Di~rrgnrd prinL.-.; benr1ngearlierreVl.'.{londates °¼rr9 ~'fi,5 7 26 l .:____ ______ __,___ ______ __,___ _____ ___,__ __ ___.___ ___ -----'---"--=.----'---L---L-.1.---L,___J____L____L.__~.:...__J__'i .; ________ __j__' '\ \ ' 1 ·\ I ' I I ' I ' , I i I I I 1 I I ' ' ~ 1 I I n m 0 " 0 m n rn < z C ~ ~ " 0 ~ " > " m m u n 0 m " m < 2 C ~ w ~ 0 ~ " > n z _m n ~ C ~ C ~ > sl z c,: Q r 0 " 0 n TI D ll 5 z . :u 5 z _m n 2 ~ z > --> ,, I -~ = r. g ~ g !'j Ei 2 • :g z !" n > ~ D ~ z > ~ ~ • ' ~ c,,i DJ m JJ \ \ J 0 :0 ;g < L G) z C ::; [-;] r-,7 .1~~ \ ) u :c :s < z G) 7 C $'. OJ m ~=' 0 :0 ~ ...:, z G) z . r I ~ • " • " ~ I lo"! i ' ' --· . ·' ...... ~~=. ;; -. :.._,.:· . • ' -.--. .. ,. . OS OSO 2 I JS (2186) \ \ 0 ~)W~L ___ £xp. polyslyrcoe l"x ;;; /.!O"E/aslomeric Br9 Pad-/of 10-- same //;icl<.ness as brg pads. /'/,//'/, /.!O"EIC?slomer1c Br9 Pad -!of 8..___.-- © ® • • --- ___ I "x I /"x 1-'0 "E/aslorner1c b'-t~ orq Pad-lol 7---.......- £xp. polyslyrene same lhic.knes.s \ \ \ /"x J/"x /!O"Elaslomcr1c 8rg PPd -lo I 4 --____,, ~@ ....,___See Oefail F fBenf5-~ \ -+--+----I _,_,,___ 1 I I 1---+----0 \ I I I \JI"'.~ \ DETAIL G --------/''x //'~ 1-'6'' Elcrslo/Tler/c Bro Pad-fol II ✓ DIST. • COUNTY ROUTE 12 Ora 55 REGISTERED ENGINEER -CIVIL POST MILES TOTAL PROJECT "" --= -- SHEET TOTAL NO. SHEETS. 107 123 '· <,; S. L fillL0N .., ,,, ""ll" PLANS APPROVAL DATE ~a. ,'l ., .._,_..;.;_.;._....;,;;.;.;_.;;.._;;;..;.;_=-------\ \-fr n "'• I. !r xp. ".ro•r., CIVIL or - -_-_ ~---@ 3' " \ \ 2Jl'i-\_,_ \ 6✓-rder B shown Cvrb tine ~-~~~~\__:a_::_s_::_or9 pads. -- ' ' 3 ,, DETAIL F 6irder C Pl7d D similar 0 Sec Delail A . ;. ff Ben/ 3 3" ~ \ I I \ I ; \ I I I I --~--+---1-' I G 1· I'' L IL DETAIL A C DETAIL B --·-.......... __. .. --'.t--lt G -== See Defa/18 \ • f Ben/ 3----A I·;,,//'; /.!6 "E/aslol77cr/c Brq Pad-lof 2 /",. // '.'.-, 1-'G" £/ps/omer/c 8rq P,:,d-lol 5 ::,_:_::__~'._....--t[-,-'I, @ See LJefa/I C f fJenf 4 £xp. polyslyrene .same .f/;/ckness ...,____Sec Oclail E t?S br9 pt1ds, ----- I \ \ \ BEARING PAD LAYOUT No scale \ I 1 I \ I \ -~@ \ ,---\ . I \ \ I I \ I I I I \ I \ Facode 2" ,.v-f Ben/ 4 DETAIL C DESIGN DETAILS By ,4£S 1-89 Checked By / • C, f Checked QUANTITIES -....:;;,.r,, ... ~ ! . U,,.,.,t, / ... '8°) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPMTMEHT OF TRANSPORTATION 0 2 3 ------... Sec Dcfail IJ___... ' ri'8enl5-\ \. "AS ( ·BY BUILT" W8S) -;_ DIVISION OF STRUCTURES ::.,-) __ s_R_m_G_E_N_□. __ rnf"~-•• •• -,-----· •· STRUCTURE DESIGN ,,,. -55-35 NEWPORT C 34771 POST MILE PROJECT ENGINEER REGIS'l"EREO CIVll. ENGINEER NO 0.2 . ' ~-. • ·--. ~-cu l.?.?07 EA 018791 D1:-rPgard prI0L-. b('arin,g earlier rev1,:,;1on date~ /. ' \ \ ,--(!) \ DETAIL E \ \ Facade BEACH \ \ I I I \ r-\ t \ I // I I \ I I" I I ~- CHANNEL ..,:..,., .,.,-,. -. ., ·--.. ,. ~. ---.,-., .. ,_ ... -. ~-·J BRIDGE (WIDEN)! BENT DETAILS 2 REVISION O"'TES [PRELIMINARY ST:.~ ONLY) SHEET OF 6 ' I 7 I ! ' I I ~ I i ' i ! I ' I .,=J 'J; • ~ ro ~ z C ~ ro ~ ~ = "O r > z I 0 5 n 0 " "O 0 " !'< a z . Sj < '"' '" n > r cc, 0 ~ z " "C ~ z I 0 5 0 0 ~ "O 0 ~ a z . ' lilt "' _) 0 :0 ~ z G) z C z C ::;, (D fT1 JJ ·:-~ :. .. ~ ' ~;:/.f :, ,: . _,.__ .. -. ~ ~-.: ' ,c ";' ·-::ii(:'. ... ·., .-• ... . _, ' _,, .• . -. .. .: . ---. ' -,· --. .·:.' ~;. "•.' .. .. , . --. ---~-~. ! --. > ,., __ '·-. ! -· ... . .·' . . . • ' .. f . ' ... "-~ . . / ','. :::· - .. . - - -. . . ' -.-,/ :..., ';.-' ''..~,: . . - -. : --- - -------L #G fol 8 F' ~ ~ . C -1 W6.5 }Vire spiral __,, y + a l.. ~ I: 4" " \,) . C fr) s ECT I 0 N A A -~ I ......_ ~ . I.... a ' l,j Cl:) ,, '{) '- \o ~ r -l------. -a ' ....._ --C\J -- ~ ---~ > ~ () - § '• i;x:i ~ "' - '{) 'O ~ I * C\J ------. ------ -- . .. . ----.. ,-.~ .. --, --· ... ~ ~~ . I,, Chamfer ' Preslressln9 Slee/ ' ' ~ . .. Pf ?30, 000 los. fT!l/7.; = ....._ 10 slrands min. ....,__ -~ ' ~ ~ N6.5 5piral rein[-.. I Nole: t.J 0 117 C f ff t • e I. ,Cor lapped s_pl/ces, spiral rein/'. shall oe lapped al leas/ 80diamelers. ,, ~ . ' cs: ~ :~ " 'I.... i;::: ~ c-: ~ ~ ~ 8 ~ <\; Q... ~ 2, Spiral rein/orcemenl v1I lapped 5,tJl/ces and of ends shall be lerm/naled oy a 135° hoo/:; t1round lon9il. re1nr. PILE SPIRAL DE-, AIL -.. . .,. --., -' --.. ' '" -... -- ' \ \ I rt: \ Benf \ \ \ \ \ \ \ \ \ \ \ \ • PLAN 5 I • '/" !'o" C Cl e. , /2 "' - - --. .. ,. -. -, ... -·-' -.. Ed 3 e of deck.. Face of cap prod{.fced ' . '' . ~-"'·. ------ --·-.. ~ -- BoHo.rn of cap DOLPHIN PILE DETAILS -- - ' ---------------- -----------' ' ... .,.,_ -.. . --· -. ,,-.. . -·-·-" -. --. ----.. --. --. ,. "" . --.. -==--._, . -. . -. DIST. COUNTY ROUTE POST MILES SHEET TOTAL . TOTAL PROJECT NO SHEETS /2 Ora 55 108 123 - ' I ~\\Qf[SS10,i,-{t ' REGISTERED ENGINEER -CIVIL ' ~ I 0 ~ .-to; 0 L. 'Tl"' C' -o. t,,_L 1.,a ~ I "' ..., ,..., "' .JJlD ,..., I "" PLANS APPROVAL DATE No. ~-..,:..-:.:.l -I< * Exp. -· ..r CIVIL "" <1,'. ( 11-'/;. or C~~1,ll ,. ' ' ~ <t Benf ! I SECTION B-B 5c I • ½" J'o" ae_ z= - 3 Turns of 1/'z'' 9alvan1zed wire ro,oe held tn p-l,:;ce. w1fh of /ea,;f one. 3alvan1zed sfc,?le ;17 each pile peY -fr.,,yY]_ 5ec.ure. ehdS tvifh WJYe Y'ope cir;>$, B~lf pile$ forefheY w//.h 3 -I,, 95 rQlvanized bo/1-s w,l-h woshers, hc!x nvf, and /oc..k. nuf. Cover e.oe,h p;fe. w,fl-, a 7q/ van 1zed sheef-n1~fa/ cap. . Creosote 11mher Pile l.en9fh For ?c:;ymenl "" 36' . I ' i ' I . iii i I' !J,__! ' ~ ~ II ' \ \ ! L <: [iJ rn JJ )Ii • ~ ~ "' I "" f T "' -.Cl Ir) • It, -s..: .PRECAST PRESTRESSED Pl LES: ·pf'= Prestres.sin9 rorce (af'ler losses) Pf' :5ha/l provide 900 ps'i min. Fov-!Jo/ph✓-n p;fe Layoul-see. "Gene,i--al Plan" Shee.-f-• ~ I ' DS OSO 2139 CZ/86) 88 4oc:ti<J - e-=-· ----___ , -------' -.--, ELEVATION No scale- ~ i\Z. 'I... ...... l::;t.. Ir) Concrele Sfrenqlh: f'c = 61 000 ;::;s/ & 28 dc:ty.s f'cl = 4,000 p-s/@) frcJn sf'er Maximum allowable pile ali4n;77enf 4" ~ '.J ~ \.) ~ . cc ' * fVl/@J 2 may be suosliluled D£5'!6N LOADING = 45 Ton:; SPECIAL CLASS 45 PILE DESIGN s, Ac~5 9 DETAILS /-8 Check~ -- IOJ'1 )7.;.-;.-1,-. ~- ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATIO~ 2 3 cu /220 7 EA 018 791 Drill and bond /"fl rod threaded full /e171fh 1 will? nut info G'1 .aeep . hole. Drill and bond delc111/ -1 .req.u/red only on sfruc!L1re ~ r _/_\. .1 £x16//r;9 Br1dqe [)eel<. -j_ TYPE K RAILING ATTACHMEt'·JT DETAILS "AS ( BY BUILT" was, ,. •. - REVISION CATES [PREL!MINAAY S7:""AGE ONLY} SHEET OF Dr!-irPgard print...., hPnring ('arliN rrvision dat1..•~ ij " ~ " ,. I ' i ' t . • .. -·1 \ ' -,_\ UI I I !_ :;;,~ ---,i ~ 0 6 ~ a a < 2 0 3: 2' I I• C' 5 .,, ~ I Cl r Cl 0 Cl '" .,, 0 ~ " l5 z ol -U ~ z G) z C 5'. fiJ rn J:::::1 0 :0 ~ z G) : :·. . -. ·~---. " " ~::..~~:: ·; • :·):!~-~<--. -. ·.• --~ --. \: •r •• •-: . _,,__ · .. ·_ . .• . .., ,- ., . ;. DS OSO 2 I 39 (2/86) ~<t.. Roule 55 UTILITIES DIST. , COUNTY -581 -D" and //or/es 3G':.. 4" ond Vories CJ) /{),, t¾?-:; /;ne 1n 1c:;'' co51nq (5oufhern Co/ 6Ja:5 Co. ).1-lonqer hc;rdware /-o be .Furnished by Ul///ry Co ano' placed by Confracior 12 ORA ROUTE 55 POST MILES TOT AL PROJECT SHEET TOT AL • NO SHEETS 109 123 CI OS' ure p au r \ 1-;=e'.3-;'•,::::.5:...,',-j' _____ _'.l_::9_'.'...:....:/ l_"_f!....-'.¼:..=4'.?..:..r...:...1:::::e.:c:::.5 _____ --t __ __,O""· --.....:13:_'_-0_" ___ ~ /< Tu bu lo r f/ond Ro 1/inq (1ype 2G) /~3"± CURB LINE-..-, (D Relocaled le/ephane condu/f-s (By Pac Bell) ® New fe!ep/7one cc;ndL/1'/s (/be Bell); J/.:/81 W=/8. REGISTERED E1'.GINEER -CIVIL S. L. MfLLOr! CO(?Sf Jo1nf-----...... 25'-!0'' f • ' . I \ 4 7'-2" TYPICAL SECTION -SPANS 1,2 &3 i---1l:. Route 55 /lar/es 3 1-5'' Closure R:Jur------... JL.3!f 22 1 -// 11 1' 3 .spaces e 7 '-5 "~ cc 1 -3" Yaries TYPLCA L SECTION -SPAN 4 cl: Roule 55 ¼r":::. \'-0" //or/es Closure CuRB L1N£ -- / Co17crefe Barrier 0'P=' / cc; 0 Conc/u/t f'or ; 1cv10.;.1/;':J,1 Liahfs, See "Road Pla,7:3 ': Iv, __, , ;; -#5 ---~ 5 =/0 ~ See II Girder i.ayouf ,, 5heef ror ploci/7q \ PLANS APPROVAL DATE Ho, 35115 . fj}j o .... ~r• 01 ,.. VU"°~ •P·--= Span 3 6"mi11 tocade, cost. in place1 61rc/er @) only /3'-0 11 • L __ _J #5 Cool totol 1 A C Varies "'5 =::::::::::::::::::::::::= S : IO 5· I I :Jee ''61rder Loyaut··.:5heef Top !...ono/f Rein?. See "G1ro'er Re1nrorce,nenf I"shee/ I r ~~ C\, \J #5 lofol 5 lvp. per boy #4 folo/ 3 ,oer bo~v1 typical I • r• . I I ' J I @ • . • . . . ' . -:;:;td ' fofal J .L' • _J 3 • • . CIVIL or Epoxy Coo feel D()wels ,,._5ee C()nc ,. Barrier E PART TYPICAL SECTION -SPANS 1.,2 & 3 NarE: 6 .rnd/cafe:s 91rder 1denf1r/callon and /ocol!on. Indicafe5 dimension red/al cJr normol to CURB L;NE Ind/ca/es d,mens/on normal lo ~ Girder Clearances shown lo re:nf' 5uper5ecie those .shown on .SfC?ndard Plon5' Top Lonc;/f Re1nf'. See 'G/rdcr Re1i7farcemenl I" 5hee.t 2 '-6" . I I -I . r . • ./[,, /' ./' I I'• ' • I ' r I • • ~0-5 ,,,5 Vanes S"IO 5·/f See ''G/rder Loyouf".shee fc I ' or p oc1n9 ---~ \J .rr ~- . ,· . ~ ' --. ,'_._ ~ . . '. J •/ • • • . .. • I •, • I I ' v,,,4 ~ I ). ,/ ' I ! I ! ,-I I I 24mox rt-I I - I / { 3.-1 I ~3" II --;11 I , -·" I -; ~ C I I ~ G~ l lj" r~~x ' . ; . I ' I PART TYPICAL SECTION -SPAN 4 ' Ve" -= I '-0" For odd/fJono/ defa/l:s 5ee R2rf Typical 5ec..--/ion -S;::;ons 0 !!if 3 Ya ies G~-v #5 r S=!O 5-/J See "6irder !..oyoul "5heef f'ar plocinq J_[ ' • . I • • • . . . . < . / / / ' • • • ;@.V Const J,iol I le---·--------~1--r' -------------:::::;=-t---:-------'-------1.----------t-;;:-__i_; 1~. ~ ------.. .._ '... -~1 _...., r----..._ ,r--=--~-_,, ·1 f' ·.! : \.4 11 F1/!ef,s 3 "cir ~~-c-- Typ ... " #4& 24 mo" • I ' L .. J g~ ;_ __ j Typical 3" l'-6'' ' @ Typicct/ ~ © I 22 '-1/"f-7'-2" Varies TYPICAL SECTION SPAN 5 DETAILS """"' I @ I ~ "'--casf-i/7-Ploce Rei/7.forced ~ Coac:rele "T"61rder-s [ic;r;es ORIG!NAL SCALE IN INCHES FOR REDUCED PLANS r 0 NOTE: THE CONTRACTOR SHALL VERIFY .ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING A'fi MATERIAL. · ,·· 2 3 cu EA -,...,,-~~13atfam i.on9/f ,=?e/nr. See "G/rder Reinr'orc=menl JI'' sheet PART TYPICAL SECTION -SPAN 5 @·@7 Vz"= l'-0" Far odd/I/anal deta//5 5ee Par! Typical· Secf/an -Sport5 11 c ,f 3 SHEi=T D1:-rl.'gard print..._ bearinl! earlie~ revh1ion dates 10 fl OF 26 I I ~ ~ z 0 r ,:; ~ 0 8 0 ~ ~ 0 ~ ~ □ rn ~ < z B C z ~ w ' rn ·" . 0 ,, 'ii ,r s 0 z c; r. > C 7 □ ~- F ~ it .. , I ~ ' CH ~ s z :,: 0 r 0 ~ n '" 0 0 " ~ a ~ ~ 0 ;u m "' < 2 5 C z ~ 0 ,, . m I = OJ fTl JJ ' \ 0 JJ ~ z G) z C s:. ;.,,_-:, 1-1 :,J \ I ' 0 :cl ~ z G) z C ::;: [D r,, --, 0 JJ ~ z G) z ; ' ' ' ~ ' ~ "' ~ ' 1-, . '• .~·· - ·.--. ·~ • 3" ' l I ---. ~ Ben/2 il. Ben/3-n $=/0 ®,']3{)-5 S; /{) 3'' 5-/0 \ --- --A -'-7'"--\ "--'--------\ -?"''"-';\-:it--\:':" ·s--------- R=2645.56' 3'' A -:i """ B0-5 .5=/0,.,G;rc/er@ 'B0-5 S=!O~ G/rde; @ 5-/1 Ben/ 4 '1: Ben/ 4 S=/0 ®130-5 BO- 5-// GIRDER LAYOUT No SCD\e 1;. Bei7f 5 5'~ /0 ·R•.!.'17,oo' F \ -------------- B0-5 S= /0-Girder © to 5-// Edqe of Deel< -___, A ¾ -% I;)\ -..:, ,-\-~-~<;::, \ \ I I \ ,, \ I DIST .. COUNTY ROUTE 12. ORA REGISTERED ENGINEER -CIVIL POST MILES TOTAL PROJECT SHEET TOTAL f NO SHEETS r 110 123 2i S. L. MELLON ...., P -LAN--S-A_PPRO __ V_A_L_D_A_TE------I"' No. 35115 NOTE: ---0-Jr;d;coles, 91rder /denl/f'lcaf1on ond /ocal1an -See Part PICln- GJrder Layauf .ti£,. Or ,115 === 5=/0 ~~v \l5,/ 5-11 lo Edqe of Decl<_.__..\'t+-3"-'---' \ 25'-CJ" \ '1 inferm. [)1Clphr"'Jm ~t3 '---+----,-~ -4 8r95 ·Abuf,:; \ \ . i. \ ---\ -----\ -----------\ ----• \ - PART PLAN -GIRDER LAYOUT No Sc.qlc State of CALIFORNIA "AS ( BY BUILT" W8S) \ '- i. NOTE:: THE i....:JNTRACTOR SHALL VERIFY ALL CONT:;OLLING FIELD DIMENSIONS BEFOhl::. ORDERING OR FABRICATING ANY ;,<iP.TERIAL, f. ~ • E uf TI g :n ~ _rn C, ,, ~ g 7 C ;.-::-' .::,, ITi r. .!.J j,, ___ _ ) / ~i >---- I ! -I_ I 0 5 a n 8 0 I "' ~ -., ! I ) 2 C fl ~ Z '~ -DEPAHT~EMT OF TRANSPORTATION I i/ ·~ -.-, ,.,. '·-., . ',;: -"" --,~ '·•·..:. ~- _• _·.:. ______ □_s _os_□ _2 ,_39_(_2/_86_) __ "_"_"' ________________ __,.__ _________________________ j,_ __ oFOR_R' G_R'_HEA~L~cs_cE_AoL_:E'.=_IA_HN_'sN_CH_E_s _______________ __Lc~u~-~l 2!_2~0~7~~----...J._---------------..L.:.£32.L..::,__::_JL..::J::'..::RE'..l:VIS::,.IO..:.N .::::OALTE....:S l:_PR_JEL_'"_'"_·"..LY •_·_· • _-=.JoN-L-YJ _L _ _j__JL'...:HEl_:E\T_L_2□_F ;:.,---j, · ··· o 2 3 D1::iregard print..-. be-a.ring earlier revi::iion da~e~ I~~ ~ of% '::..__L__ . . . !. . ' -._-_, . \ I, ' • i . --. ' ... -. .. . ',.. ' ' ~--. -.-. '·: ~. --.... --• .. . ' • ,~ . :, . .-·. -. ·. ' ' . ' •. • -~---. -- y ---• -,. . . . • OS OSD 2 I 39 (2/86) TOP PART ELEVATION -ABUT. i , • . ! QUANTITIES 8'..S~ C cl .e LONGITUDINAL REINFORCEMENT ORIGINAL SCALE IN INCHES" FOR REDUCED Pl.ANS 0 DEPAI<TMENT OF TRANSPORTATION ' I I I I I 2 3 cu 12.207 EA01679\ D!ST. , COUNTY ROUTE 12 ORA 55 ,I II REGISTERED !=NGINEER -CIVIL rj:_ PLANS APPROVAL DATE l._2-I Girder Nor£: All re/nforceme-;1/ 1)7 Top !:onqrluchnc • Rein·f'arcemenl c;re 17/0 unlc:55 of/Jer.wise 170/ed . Nun1ber5 al ends of' hors /ndicate d/::=fance /n ;-eel f'ra,n ~ Bent D1~re,ga.rd print..-. bearing earlier revi~ion dales --J> I I I I 12 ----•, 123 I OF 2G w • !fl • □ ' -~ ~ ~ z !" n ~ ~ d 2 z C < OJ OJ .cJ t,____ ___ , \, ' t..l JJ ~ z Q - I ,<'.. ' -' ,_ :;:: GJ m JJ , '•-. . -~ '-:. .. ·' •.-~ . ,: ,:_:-~: .·.• : ' .;. . . ' , _ .. , .... • . : . ~·· ---~ . ,''. ·, I ----- f ' I ' --~ ---~~ \ \ 8 /2 "'5 lL.f 01[ l5a6 9e6 I \ OS OSO 2139 C2/86l \'-5pan 5 15 \ \ \ \ \ <t G/rder \ ' ___ _j ----7 \ \ \ ---® .#/I Ex tended 1i-?lo 6p::;n 4 1110 Iola! c BOTTOM LONGITUDINAL REINFORCEMENT Nb Scale <l--Bent5z.-j /( "8 X c'a c'.< ram s; ,pc:117 5 I I . ' G " 7 Ii . I ' -I -' • I . ~ 3" ~. 3M ~ i #5 lf '3 IU r 6e6[ 8@/c' 0/.8 07c:7X 8@12 {506 #5 I r-1!_ Girder I 3'' cir . /'-G" -SECTION 3/4': = l '-0" Defo/Js fypico/ f'or 6irder:1 ©@ ® f@, Defoils f'or G/rder@ .sim/lar ® cl: 4Jrder #8 ~ See Lon91I Sec/ion_ • Cf G/rder SECTION D-D ct: Girder @ ~' Vories I L '·• rJ 0 ,., • "' . • . .. • I . ' ~ 3 11 c Ir 0 ' . ~ . . ~ 'l) l~ f -..., -lb -t ,/ • ~0lt \.\ ,, Vories SECTION • SECTION E-E 1/2" • l'-O • CONCRETE TYPE LIM ITS • ' . ~ DIST. , COUNTY ROUTE SHEET TOTAL POST MILES TOTAL PROJECT NO SHEETS. 12 55 REGISTERED ENGINEER -CIVIL PLANS APPROVAL DATE 1.12 123- S. L. MELLON 35115 ~30--91 * xp, ;r-~A © !VIL C~I. "" • "' • . # ll • --_--7 • ~ I • I • .J -.J < r-- -------.,;--- r 3"c/r 5 Stirrups------ • • :i:;. eA~ # -~1r • • <'i) • 0---------r'-r---- '' \ \ ,t-11--~ l'-6" B-8 S E c.-1 ION C -C ¾'' = l '-O" Defo//5 lypical f'or Girders @/© NOTE: All reinf'arcemenf 117 Bofforr1 Lonq;'lucino/ Reinf'orcemenl ore "'II unless_ olherwise no!ed • Numbers af ends of' bars ind/cote dis.c-_:;;nce in f'ee f f'ro/77 ~ Span 5 J ~ Ben/ 1-.ft::: Ben/ 5 fnd1cole bundled bars. ror Dela/ls nof shown see Standard P/c·n Cleoronces shown super:5ede fho5e =1/20,,,-✓n on 5/ondard Plo,7 e~-) _mo;: //rZ?6 //$,; -,:,.5 -Lf Stirrup Sp,:;c/nq ., Glrde1-s @ fhru @ U Stirrup Spacing _, Girder @ ' ' FC1cocle #5 l Jl1 ""5 LJ 6e& I 6'e1z @/8 max· 8@/,3 ~&,{, => 5'1/rrop SpocJ17q ,., Girders @ f © . I LONGITUDINAL \-Jo Sca\e SEC-I ION DESIGN By-SJ.,.,.;,_ 0. hL._,.i.,. '/,:,") ChocSo,I ,1--s _,1.,_j..,_,_ //Y~ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I I ~"'~ ~ k<XX3 II 111111111 State of 5frucfura! CtJncrele, 8r1dqe Strucft.1ro/ Concre!c; Bridqe Foof1n9 Preca-sl P/s Concrele Ciirder::: Sfrucfural Concre/e Re/c11n1>70 Wall ) ✓ StrL1cfuro/ Concrefe 1 Approach Slob BRIDGE NO, CAl~FORN~A DIVISION OF STRUCTURES ~ STRUCTURE DESIGN .4; 55-35 POST MILE DEPA.'tT~ENT OF TRANSPORTATION 0-2 RECHSTl::F!ECl CIVll. ENGINEER NO "AS ( BY BUILT" W8S) NOTE: THE CONTRACTOR SHALL "VERIFY ALL CONTRCLLING FIELD DIMENSIONS BEFORE: ORDERING OR FABRICATING ANY MA , tRIAL. r ... . ,. __ .. ., .. -.~-.. -,-... -,.-.,,.,, .. ,,-... ~,,~.,-,·-··~~ '-,·:,,•:,,..~ ...... ..,,.c·,·"")•" ~ NEWPORT .BEACH CHANNEL BRIDGE (WIDEN) G·IRDER REINFORCCMENT II ·--~ -· •• -~ , r·'-r~c •• '-' , .. --.----,,-.. ..,~= -·---• c ••'- ION OATES (PRELIMINARY STAI.ii:: ONLY) SHEET OF 2 3 cu 12207 EA 018791 D1~re1:;ard print...., benrin~ earlier revision dates ----<"> 13 26 £ z a 5 ~ 8 s s: a D ~ ~ 2 0 ~ z 0 ;J • ·o • ~ Ii l!n ~ !" C, > C 3 7 o, ..!.! ·, . ·---I <· z G) z C ~ OJ m JJ " '''----- -c----- ~ z r E ~ n o C D :r:; 0 c rn D ~ ~ 7 '5 ~ z " ~ . 8 -. '.::; 2 . :::, 7 rn ; 2 I g 0 ~ C, Cl D 0 a =, 0 ~ rn 0 a ~ m ~ ' z 0 C z ~ w. . a 0 ' ~ e 0 .'.J -,-<: < z G) z C < ro 07' :,J i ' 0 JJ ~ z G) z C 2" -! . ---• -... : -. :. . . ' ,. -· , :.- DIST. , COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS -. 3 • x -a -:r1n er ©.an . 12 ORA 55 113 123 ( .il8x4'..<,;''a! G1rc/e@r ,f C ,Span:; l;ch3,/4 <? Span Palh or cenler of' gravity of' and al Girder Spans /2f4 I ru rA rs ~ lf;f:11 ¢ holes formec/ in qirder'5'~'ra/Je/ lo prestress1nq 3fee.l fo approximale ,&1?ts and Abulrne17f, /"x /!. ,, boll REGISTERED ENGINEER -CIVIL a parabola, There sl70// be a min. re9t1!red for 6Jrder5 ~.f®. Con:sfrc.;cl/on Join! be/ween \ ' of' c hold downs 1/Vlffl/n /he spon. See Insert A5sembly efa/! qlrder and decf( :5/ab " 4" L fi S. L MELLON \ , , 4 1-0' f! l~ -- I ~ a 4A #-s IT0 rlr #4 UorU ·7 5Dt1Ce5' @6 06 3 1-O'' #slJ orlJ 4,;tl[o,lJ 7 SDC/Ces @6 . <!6 3'-0'' #5 Sl1rrup5 w/lh '"'4 n crossfle::J' 0 9 max verl - i 48 #4 Uor[f • @/2 -3'-{)" 11-41Jo;j] @/2 ,}'-0 ,, I I ~ ' ~J --- -r-. -r T X -" " ~ ---1--. ; ·~ \, -.. "X" ,_,_ 5ee Table #4 Ll-«U ~UorU~U arU #4 U or LJ @cl <P le @6 7 5',00C'e'J -3 '-O" 3 '-0'' 06 .t1-4 1J or U 0 cl t4lJorU ~lJorU #£1J or lJ @le @b 7 $p4Ce5 3'-0A 3~0' gr:; ienalh "L " ,_, See Table - ELEVATION No Scale ' ' ~ • t__ t () " ...... • > ~ i--1 ~ ~ -' ...__ --See ''Te// Tale Oelail.s" sheef for Jnoerf _A:35emb/,·es on boflom or qirder ® only_ Sf1rrvp 5pc9 Girder ® Sfirru;:> Se_'cq • Girder®,@,@#© i, I .5 I ' ,, ' . . •• •• . . •• •• •• • • .. • • •• •• ,,----1--__ Small space permifleo' w1fh/n q,,...oup \/) •• •• •• . . •• • • .. •• •• . . . . . . . ' . ., 5 [. ,, s,. PLANS APPROVAL DATE « No. 35115 --------------l.\-1< "-'0-'l * "-"'1 p . ., "" ·;J Ir PRESTRESSING NOTES CIVIL OF C~~\ Work1170 Force : The f'orce reo.:..1ired of cenler oF , • span af'fer al.' /asses, Cancre/e Sfrenqlh: f'~/ is of !;:me of' 1nif!al slress1~7t:J, • f'c 1'.s: of 28 days: psi. Screed line elevalion5 f'or dee!< cc;,r;cre/e will be defermi17ed by fhe En9,'neer. Conlroclor may /nferpo/ofe "P'1and "X'' 11c1/ues befween /101116 .shawn1 Clfl op,croved by fhe En9ineer. Girder ~ lacal/an or ' < desi9nalio1 f ~ and ~ P= Workint7 Force in Kips Concrele Sfrenqlh Def"lec/ior; FINAL q/<l Span {3/rder due fo CC?mber ___ ___, c IP 5/c;b crf \f1 /enq l/7 "L" ~ 'X"! 'l:-Spon n1 ' f'c T Cl I 4,000 4,0u!J 1 4,000 4,tJOQ 0 2. 4,000 4,0CJ ¼" 0 2 41tJOO 4,0C.:J 0 ' • t • #3 Con! fofa/ 4--t--+-<;--3/fclr ~ i;-.,_ . CLEARANCES FOR PRETENSIONED STRANDS 4,50() 5,oc-2 a 44 ·1 lolo/4 4!..()"' ol each end ~""'--NU-- 4 -'°',4 n el G hor13. al eac/; end #4 Conf--~-~ SECTION _,,,, --#-(;; ~CO" See Table A-A 1" •l'-0' in ferJor Ft2ce I fol:!: e4'. encl "-----+--t-1" malleable iron or sleel hex 17uf INSERT ASSEMBLY DETAIL No Scale DS aso 2 I JS (2/86) ,, • ~ ~ }.J i'r) $ee roble SECTION 8-8 I" 0 I '-0'' ' - ? /, Strand~ may be bundled /n qroup5' consisl/n9 of 3 vertically and f' hori;onlally, a11d 5epc,ra/ed a/ f/?e end'J 2, The min. distance "5" betwee17 9roL1ps or /nd/vidL.1al strands 1s !?/:'' fbr -¾" strc1nd-s, I¾'' for ~-.5/rLJnd5 and c" fbr ~" sf rands. 3_ ".S' 15 mect:Jvred hef;,veen cenler5 of' .ad/acenf ::J!rand-;j 4, Approval or/he Enqineer /srefuired f'or deviafi9n_ .#5 x 6 '-()" r!:/[;' #6 be/ween q/rders ~---- 3 3 3 © ,, 7'' 530 L -45'-4" 18 !O -680 ___ _ 4,000 4500 1 0 4.iJOO 415 c::::, ' a 4,500 5',0C:) ¾" 0 4;500 5,0C.2 0 Nor£: Details shO/;'/i-:? are f'or Prefen.sioned 6irders, T/7e {._!)/7/rocfor mcry 5ubmif defa//.5 f'or Pc.::;f fensioninq which . shall be sub;e~I lo lfle approve;/ # ©r--~-~---f------1--' 8 x 5 1-6" dowels al cilrc/er D t='-=;;==f-!==c==3-l====lc~·-Spqn 3 1 ;1e8 ': 4:6" dowels of I oil olher q,1rders. Placi::: \I -... ;r 8 do we! ----c:::i::------LL; 1.-1,---i--lf 4 LJ e 15 -t-of' f!?e £n9ir,~er, lhru 11/c''{# holes f'ormed 1n ~---1 91rder parallel f'o 'l: Spar; when d/aphrcrq;n ls __ , / con/ inuou5, Holes neo/ \::'_':_":_~~7~=-=-~=+-l==,,,;,..,!,..---1 not be qroufed ---,~ ~~E~ , , ,,-r-. I I'--.__ /11 '{ /!.()" l:Jo Ifs w/fh ;'n5erf / --.... ossemhl/ \ •I ore disco / for exfe >-✓ es when diophrc:1qm::: YJfinuou:s, Boll rquired ( rior qirder; @{ ® See lnserf A3se.rnbly Defal/ 8" ---t--,1:4 fol 2 be/ween qlrder5 fo-6 befween c;irders "AS ( BY BUILT" was) NOTE:: INTERMEDIATE DIAPHRAGM SECTION E-E THE CJNTRACTOR SHALL VERIFY ALL CONT::illlLLING FIELD DIMENSIONS BEFG::>~ ORDERING OR 'FABRICATING AiiY ;£f\.TERIAL. Na Scale DESIGN DETAILS By K·C·B· By,:: / • ,r; I ( ,_ I/B'7 Check~ ;;;;, QUANTITIES --,)f'U...v-l,,{ -r:-"<.<.vr /, ~-~ //,, ,, ' ~ /}'JC, ..-,_ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 No Scale ·•r~i·--•--·--.. ·-·--•-.-.. ·---~·· ·--~--" .... --.. -.,, ___ , .. cu 12207 2 3 EA Q\ B?9 [ D1:-.regard prtnr......_ beann_g earlier revision dates --, ·c:i:.r~=-=--···--- REVISION CATES (PRELIMl~ARY STAU::: OHLY) SHEET 14 OF Z6 --I I. I I I ' i, I I \I I I \ ' 7 ., I ) '--< co m :0 z C s: CD rTJ _\) I 0 ::::J .,__ <: <: z G) z C < CD m _cJ 0 :0 t !I I .·. .-.. _. .. . --' '" : ' , --~•:~---, '' ,-;-:,.·. . ' . ... - '~ ' : . . ·::<:. '·, •' f.11Px /~0" f"-Px f!ov @0 @'j,? 4" l 11 ¢'x 7~ @ 24 f"P Bolf .5oocino, Exterior ' 3'-0" 3'-{)" /'ace of' Girder @ only DIST. • COUNTY ROUTE I 2. ORA 55 REGISTERED ENGINEER -CIVIL POST MILES TOTAL PROJECT ~ SHEET TOT AL f NO SHEETS 114 ,~ • 'l.. .5pon7 . ·11c·, Ci ' ID; Di Pofh of' cenler or:9rav/fy of' presfre:Ysln:7 j .5feel lo opprox11T1ole o parabola. 4" , ConsfrL1cf/on _/oinl be/ween , There shall be a m/r;. or' 2 hold do;,yn:5 L -1:::----' • ' d a ;., ;: , Nifhj17 /he epan, _,......---::;:::I'----.r-8 x 5'-6" fhru ;0,,"f hole5' t'orllled parallel lo , • / ,;;.,•nd of Ben! Send ol' 9/rder ®· /"f»x/'-O" 0' . '4c t:; s C' fi . L. MELLO:i i =:,-,.,-,:--,-,:-::-=:--c--=-=c-------1 "' 35115 ~ PLANS APPROVAL DATE Nq. --;;-;;;;-;;:---.,__ ____________ -l,\-1< : D-30-Jl 4 ,_0 ,, ~"--".----1-----+--------9-'l_ro_e_r_a_n ___ e_c __ s_a_a_~--''-------+-----------.,,...:. J--------------+-----+---i'-1---i ho/f.s req:1..11red or Benf 4 end; ;i7s/de Toce only of' .::;;/ro'er ® end af Benl 5 end Inside face oniy of' qirder @, See lnser! As.sembly Defa1/. ExJl-~--~1 ~:-· • ~ ~ • • f -"~i"_ "",~"' ~ ~-~"" ' , ~~~~~"' ~"',"" l ·: ◄ ••• i--.--.-+-. -_..,, . -~ -----------!=-...__-,_-------~-. -"-; , • I I • ------11X''-See Tobie • • : . . . . ~l : -.-11--. -.. -t\': j ~~-r-. I r P= Wor/<.;no force /n K;ps Oef'/ecliJn FINAL Concre/e oft!: S'pon 6/rq'er Sf,en9 fh due Jo, CC?mber 7 spaces @G :1141J or LJ .§ 21 @6 7.SOClceS Sl/rrup • SoocinC? ,---~---,CIPS/ab ol f'c Q Span 45 Sf1r,rup5 tv/fh r1-'1 n cro55//es @9 max yerl. SECTION c-c 3/4" ~ I '-0" GIRDER ® L enolh "L ",_, See Table ELEVATION No 5ca1e 3"clr 114 Conf Iota/ 3 --+-r)'.---. ,. t . '. ''W'' See Tobie SECTION D-D ¾" = 1'-0" 01RDER ® 6irder ®:f@ #'5 Sl1rrups w!fh tr4 n crosslies <§ 9 max verf #4 Cont lolol 5 ,--- #3 Conf lo fol 4-l-t-· -----~l_c-fc_~ 3"clr Mr· / 114 ~. total 4 4-114 n @6 hor!; ( • \ of each end of ec:;,ch e nd ___ +-tt-_....:: '--....-./ -:i::=::==-::a.~ See Insert Assen7bly ~ ~ • ~ • i--1-~ Dela//.:! 'Elevo/-Jon' . , t ,J 1/ J/1ew . .I'{ Cor1f folal 3-IL_J./-3"M/n.dr. -#6 fol 2 eo, end-;_/ 4~o" Vories~ See Tobie "WI/ Facade ·Casi /n plCTce SECTION Ci -Ct GIRDER @ 4 4 ,, 7" 7EO /8 ~--------5;000 8'' 780 .,:,4 Stirrups ----- ~-,------------\I) t t See Table SECTION 34" = ~'-0." See Insert A:1semb/v Delo:"/ f '.,,. , , 1E/evoT1on view, II 3" /v!;i-7 cir. ~~~ ~ ,t="ococ/:? 1 C:Jsf 117 piece Di -Di GIRDER @ 0 0 Ex ler1or race of. (3/rder @ .:1'5 x 6'-0' e le #6 be/ween girders~ No TE: Defolls .shown ore ;-'?:,r Prelensioned cf/rders, The Confroc:for moy submit defa)ls f'or Posf fer;::sion/nq i"111/c/; shall be Sl1bjecl lo fl7e a,o;:;rovol oF fhe £n:7/ne1. 4' /111' X ;:.o• or /''Px l~ bolf, See 1Elevol/017' view I" Mal/eoble iron or .steel hex 17uf INSERT ASS EM BLY DETAIL No Scale DS OSO 2139 CZ/86) as 4SO:S9 ., ' ' I 4F GIRDER GIRDER @ INTERMEDIATE DIAPHRAGM No Scale: DESIGN By DETAILS K. C• B' By C' / • a L / ii Checkc~ ,,_--QUANTITIES V/"V.,,v._ • n-6..<Jr I be; /:::rH-1 ,.,,:,,,,,,, ''- ORIGINAL SCALE JN INCHES FOR REDUCED PLANS 0 2 3 / ' ' \j c-1-----.\.....¾ fol c belwee17 !\ ,::, 01>--d r r5 • :-,., j J' '-• • t--... ~ .,..,0 be/ween 9/rders 8" See ''Precasf P/S Cor1crele 6/rder (A\@, ©,@ ( ® ,, sheef ?or Presfre_ssi179 Nofes-a nd C/eqrance For . .Drelens1oned .5/ronds de/o/( SECTION F-F NOTE: No Sc.ale BRIDGE NO . "AS ( BY BUILT" was) THE c::JNTRACTOR SHALL VERIFY ALL CONTRCJLLING FIELD DIMENSIONS BEFORE: ORDERING OR FABRICATING ANY M..i,;.TERIAL'. . NEWPORT BEACH Cl-JANNEL BRIDGE (WIDEN)! PRECAST P/S CONCRETE GIRDER®&@ REVISJO~ DA.TES (PRELIMINARY STAQ:E ONLY) 0 7 SHEET OF --> I I I I 15 26 - j l i . ' C $'. OJ m :0 l / / j ~~-----, > 1 . ' z 0 JJ t s L G) z C s;: CJ I·! ~ ;___ _____ , ;. i ) I I • I 0 ~ _u ~ < z G) z C $'. OJ m JJ \ ) D JJ ~ s z G) z r- .. . -· .. -,. :,~ -- ' .-_ ' . - _ ... , ·r ' --y;:. --. . --, •.. • : -· .. .-... .... . ·-.. ... .. --::•. -~-:-.: :· -· --~~-:-.. _. ' . ~. ' ' OS OSO 2 139 (2/96) B8 ~8059 I I 1..-----f Ben I 3 3,0" L I ~q Ben/4 . r I I t:=I ··-. --, ;:: :I t= __ j I . . fef'I Exler/or sfee/ orrder , ~rj' Channel ELEVA Tl,ON A-A ELEVATl,ON B--B I/ X / 'Q'' ,:,, ' - SPAN 3 . ; . PART TYPICAL SECTION Peen DETAIL ,8... h " , • b ;1 /2 ¢ X 0-2 0 I DIST. , COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO SHEETS /2 Ora 55 115 123 REGISTERED ENGINEER -CIVIL : 0: I I ! 1//,///// ~c ; (" v Cut Along ------·-··-~ 2 ----~·i·s-~ine I I ! I Oi I I I ' ~ S. L. l~ELLO~~ 1 -318" Stainless Steel ,__ Nut, Bolt & Washers Lock Washer ~ "' * Approx/male elevol/an = //,3 ±. Exocl e/eya//oa lo be J/eriri'ed la the r;eld by the En91neer I I I I -I, Coat Exposed Metal wilh an Approved Coating 3/4" Neoprene Rubber Gullo Same Size as Original Tell Tales DESIGN DETAILS By AES Bye/ • a LL QUANTITIES ✓ /LL.<,<.. • I 1«<.,Y L-Te!I Tale i ~,.,, __,_1 _jj ' Existing "Tell Tale" Section New "Tell Tale" Section DETAIL 8 1"19" 20" '' ' . ./\ . 20"19"1" Eaually Se aced@ 20" ~. _ _ _ __ _ --. -,~---__ ,, ____ . . . . . . ~------------------------------------------~ _il .---+,-.--', 1 Bolt Hole Pattern (Same for Both Tell Tales) I". ---h-- 'rl/===t:~~~c1------/----,-L2x2x~ Cope horizon/a/ (1179/e r . lo r;'/ verlt'cal anqlc ------;--'_ • G I ' L2x2xY.;t ---!f-.._"-I ~ / , V j Cope vcrl/co-/ an9IC:' fo iii horizon/a/ .,ngle ~ l"'--l-----'-,---i-<---1--- V I I • I ' I j --------/8 9a9e Gali/. .s/2eel1nq l ;,vdd le weld lo e1n9/es, i -~~------/ V I" ~ J-.:.::,, ---tv-;r-----1,\-------i:;; !-------'-'---~~ ' R -~--L 3 x 2 x -3/g -----r,--.., .............. , .... ,,, ORIGINAL.. SCALE IN INCHES FOR REDUCED PLANS 0 I ~ State of CAl!FORNIA DEPARTMENT OF TRANSPORTATION I l f l 2 3 ' SECTION D-D TELL TALE II AS. BUILT" < BY was> \ ' DIVISION OF STRUCTURES ,;;~ 6-.....:B:.:.R:.:.:ID~G=-=E~N=-=O-'-. ___,r; STRUCTURE DESIGN ;:;t; 55-35 t NEWPORT BEACH CHANNEL BRIDGE (WIDEN)~ fi--C---'---'---''----------=_:__;:"--'--':__"--"=---1!----P-O_S_T_M-IL_E _ _,1:1------------------------------------'§ _P,lEI;:;;;,",~· ~::c,~,c~0_:_;~~! __ ~-2 _ I'. _ ____ __ _ TEL~. TALE _DEJ~ILS _ _ __ J cu 1220 7 EA 0187.9/ D1~rE"gard prinL-. bearing earlier revision date~ REVISION OATl:S (PRELIMINARY S'TA~ ONLY) I I SHEET OF I lG 2-6 ' ! ( I' ' ' I ' u r u n § u ~ " z -N UI z[ C. <: OJ fTi _u u JJ );, :§: 2 G: C :.c ~ z GJ z C s 0 ' ' _u ::J jj B < z GJ I I '.j •• :·' -~~,~ .... "':.'-;::•;~_ .. -:-:·t:-~'.·.·· •• _::_.;;.-·,:~ ,;, . . . :.• ' .. ' • . . . ... '. ._,__ :· ::/:-:' • .. -... ', ·.,. ' " ... : . •' ., m I j (j' £xis!: Hwy ' \ \A \-\ • " \ \ \ I \ SECTION A-A V-27'.J !nd/cales I/mils of" cone. re,nova/. £xis! re1nr. /-o rema;°n in place I I PLAN- f. Exi.sf. exp J!-------...i ,,-f: Ben! 3 ;. 4,o"t • I 4!o"t /!4"! 5":t 1--- 6"f 6''! SECTION 8-8 f 8en f 4 -.._, 5"! SECTION C-C exp.;! DETAILS 0 ' AES l?-88 a,, I • /7 J_j I/ QUANTITIES '--.,Jru_,<,.., V. I ,a.,...,f: 'rl=,"") Closure povr OS OSD 2 139 (2/86) ea ◄8059 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS P/oce Epoxy Adhes-)vc:. within lf;:s areo Place Epoxy Adhes/vc w/fh1n fht":s orcc.7 Sec/ion c;-c, similar 0 lndicales ex1sl re1nf @ Epoxy coal re/Jar ' ' ELEVATION I ----·----------') DIST. , COUNTY ROUTE 12 Dra 55 116 123 REGISTERED ENGINEER -CIVIL 35115 PLANS APPROVAL DATE No._-;;-:;-;;--=:---..._ _______ ,;;_ _____ J_\-l< e.p __ s-_30-_s_i ___ ,.. _. i. l SECTION D-D I j i ' ' I SPAN 3 AT BENT 3 RAISING DETAIL "AS ( BY BUILT"' W8S) State of CALIFORNIA DIVISION OF STRUCTURES STRUCTURE DESIGN DEPARTi;JEflT Of TRAMSPORTATIOM S,,{--'--<A 0. lie.,_ f-c ::;,;·;··. • PROJECT ENGINEER IUCGISTEREO CIVIL E/o/GINEE"l HO l" ::. 1 '-O" BRIDGE NO, 55-35 POST MILE 0.2 i NEWPORT BEACH CHANNEL BRIDGE (WIDEN)~ MODIFIED EXISTING DECK JOINTS ,_ ..... ,.,_ •• ·---·~· ,_, •'•"-· ·-~· •· '• . ..,._-. -,-.,·oc,,,.:•~,-··t·•-11 AEt'ISION DATES (PAELIMll'IARY ST~GE ONLY) SHEET OF I I 17 26 ': I '-.: -C"j -.... ... -N (,I ....-- L C 5. w rn JJ ' ) / ) 0 JJ ~ z G) ,/_ C s (iJ i,-1 JJ I (/) z G) .. . ·~ -. -. '. . "< . . . . ' -:<:~:. ,: . ' ·-·::.,-, ..... ·~- " ,,,..,., . . , · .. : -- •' ... - --, . . , ---' ~-.~ •.. --; -., ' ' .-. ·:< .... ·- ,; ,., -(••· -~--.· ~-:: . ... ·,:.::'· .· ·: :--' . . •,. .. . . . - . . . '_- ------' ) •r NOTE: ,,,.. Thi~ 5heel :supe5ede5 Sheet /Vo, /:3//-51, page 132 of the 5/ondord Ploo:s doled Jorn.1ory; /983 for th/5 br/dge only. ... On Approach 5/abs ., J ..___ __ --J,µ'-...._~::---------H4 cont.~ Joint seal see Std. Pion 86-21 . Limtlof payment for Concrete Barrier Type 26. /" Top of' Appro~ch ' POST POCKET DETAIL Applies to Chain Link Roiling Type -7 and Tubular Hand Ra1!inq, see respective sheets for additional deta!ls. rr---'----:-::-=----=--:-::-:.----r::---· _ST_A_N_D_A_R_D-r:::-D--;RA....,-W_IN_G_. -·-..,...,..-~----,-,-=-------l 0 Added elec!rolier clearance -<e)Modified ~Deleted !}-----'-'--=c......c::__:.:::....:....t-=-==:__-+~~~----+~---cc-'~~:,.J..3'=.L...J l. /,tj,,.,-t 2 I ncreosed dowe I length .. . ' t!3'l J; I H 2· 5 ~ x4-0 tot. 4 If) I DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS /2 Or.o 55 117 123 '' ' REGISTERED ENGINEER -C1,·:._ p ~ ~ ~ § S. L. MELLOK ~ PLANS APPROVAL DATE "' No. _.:..:35.:..:llc=..5 _ '° 1....--------------' -l< Exp.· 9-3().91 * ,__ ,r, CML ,'\- '-11:~ -----,,_, ' or c~L,~<:l-.: PLAN • 3 'o" • • mrn. .[ ~Pull.box Shb -- ' r ... ~ f Electrolier I - ' -11Jxp.ft. I "Curb" Line Tubular Hand Railln9 (Type 26) l -- -h • ~, ,~x_a. Jt. Ut!litJ, duct . I 1"rn1~. ~ ( 4 / I\ 6" . \ I .J min. ;!o': I ~ j"' 1 2 '~;fie:nd1 Fo'rm void arec 1 by wrapping ;uct 1" chamfer--..__ I 11 I (typ) ----3! -----------~--~~ /2'-0'' j_ I r;,,===::::;-s with 15 lb building paper or equal. UTILITY DUCT EXPANSION JOINT • ~ 1",-.......,.1"-»+_;; 4 cont. J;ot. 6 " "--,~ -10• ·::C: ~ .,,' H--'.;; 5x 5~10"(? 9 --... "'4 71 @18 , ~E:: Limit of 8 ,, ( • 3 !0 H Type 2E A barrier similar IL. ,..j'tt--"'5 /.) 9 See Note J 1 1-~ .!:: ,t.;"l payment , ~ -~ ?~l@g 411 ,,,. to Type .26 except os noted. I" cl typ. C.. c.~ min --. C\J for Concrete ,,-'i;=:;:;~==¢S,.,. . IvI1n. cover _, /5~&18 \. *511;_ &f-.-,_ (: fi:rierType ~v ........ ·w< l\'/ Q:i \, lA.. J " ,, 11./i " ~ ,'-.......,/ , , • I \ ,, --... .__,. 1,,,,..--.._"' CV.,...._ • co ~ ' WIA~ l, ) ~---~I ~ IT\) _LJ..,,L...L -__,_~\. ~. ID,....____-',--~ I I V /\._ ~~' -,.___-~ ,~ 1 I 6 11 I "---Finish grr;de '"I con. LV /I _ #,:: 5' o" hl!,'8'. -1-'- .,-\.......,.4 t. t:> ,8 ; • tv Cone. deck or finish grade ' 1 I ,, I .c" "'41..,._ n18 JX -(:'-' ,~ /2'-. 'Permissible canst. joint O cl 1°~ c--TYPE 26 A ~ /2'-. See Curb Detail Type G • Off bridige deck TYPE 26 w -~======---'- On bridge deck Q> NOTES : cy .B. For hand roiling notes and details not shown, see 11 Tubular Hand Railing (lype 20)" 5/;cel. «> ,4 II reinforcement in Concrete Barrier to be Epoxy Coated. D. Walls are to be backfilled before roiling is placed. E, Clearance to reinforcing steel in curb and railing to be I" except os noted. Longitudinal reinforcement lo stop of all expansion joints. fl. For Electrical Details, see Standard Plans ES· 7A, 78, 7C, 7D, 7£. I. A minimum of 2-Q!.5 "round openings are requir.ed for future utilities in addition. lo those shown on other sheets. Openings are to be sealed at ends and extended 8 "min. past end of sidewalk if not used. Duct forms ore to be tied down. 'AS ( BY BUILT" W·8S) SPECIAL DETAILS State or CAl~fORNIA DIVISION OF STRUCTURES ~~ ,__~B=Rl=DG~E =No~.__,, NEWPORT BEACH STRUCTURE DESIGN i::ii',~ .55-35 CHANN~L BRIDGE (WIDEN) POST MILE FILE No, XS-9-104 DESIGN By,;, Pf' Ch~led Rio. Q l".AC>i' Appn>~val RoromT/., d,<l Bv ~ %> CRAWING DETAILS By £ I ... Ch~hd Q, l,.l \':1.,\~\~c,f' ,1///'<W'• DA TE 1-.':csuc'..'.aM~ITT=..E_D _Bi.:Y ::._9..j, _2:.it,-_,1--1, _lift.,~.,:_ ,,-R-,-.. ..L_~ O..r...::......:s...'::':!.......2~~-.c'..L...J -:::~~,""'H:,=:::::;c::"-:"":.""'c,ac..:.rn.;... .. -.. "" .. --fi-(9._'J__ ~ De I e tea : Note A) CJ;,;'. G <&> Added Oetof/ ( Note J DEPARTMEHT OF TRAHSPORTATION BARRIER TYPE 26 PROJECT £NGIN££il R£Gt5T£~£□ CIVIL ENGINEER NO -.. o.......os 0147 ---__ ORIGINAL SCALE IN INCHES I I I I I I FOR REDUCED Pl.ANS O z 3 cu 12207 EA 01.5701 Disregard prints bearing earlier revision dates ---'> Jl(VISION DA.TU (PRrLl)o{INARY TT.t-<..;£ ONLTJ I "3H-ECT 18 26 I ; I • I - C • r '. -. u : -;J 0 ; § § ' '..) -_, ., u .:J ".) ~ ~ z c:: , b 7 . J . I I I ,, -. C G ( f . \ --...., 0 JJ ~ <: z GJ z < 0 JJ ~ < z GJ z C < !__'.j Iii _J ,_ CJ ':, ~ z GJ -· - --· ',. , . .. ,: '-::.•:-: ' ~- -· . ,·' -: .. •: ' . ' . ·• . ., . ' . .. .· .. .. '> =--·' . ,· . . _..~-" -, .• .;' ,' :-;-.. ;_ ' : t.• ..• •• • •, V . -. . . .. . ,:_: :,: ·_. '., .. ' ·-•:·-~ . ·-:~>-.. .• ·-~ •' V •• • • • .-.. ·.' ' . ' .. . ~-.. . ,:., , . --~: - I • ;I ' :, , __ RAIL CAP 6" l/2ormatch -~otnt 1 sieeve (TS. 3x2x.JB75 similar) 6" 1 r ff Post Pocket= I-/ fl. Parapet = _ tl=-r-~==~=;==,,,,,=.:r:::====1 j -Roadway face T.S. 3x2x.l875---~r.=i=·-If. Tube Post-~.---,.- ._ C 3/s" boltY [!3/./'I • -Edge of slotted hole ::: C\J • le) L I . . . I g" .... ~ ~I, ...._ .., 4 1· O tot. 2 POST ANCHORAGE DETAILS· 4Y2h f---...!..:.'=------,-L---rf. Tube post ....__...,,/" ----~ - 6" I . . VIEW G-G VIEW H-H Tock weld 3/s .. nut inside of sleeve for ~s" hex bolt with lock washer SECTION '"':.~ a. : Sleeve formed of 3/;5 fl [ ~• [ _,, [ \ bent thus Pl , for sliding ~~ \ B"min. . fit inside of roil tube ........_ 1/z"' holes near and far side SLEEVE TUBE SPLICE DETAIL (T.S. 3x2x./875 similar) Note, 3m" nut tack welded to sleeve may be replaced by drilled and tapped hole 111 sleeve. Post (T.S 2x2 x./875) -+--+---f:1--+ ._. -A ', I """""' I ', A:~ ~\ -~ ~ :.__ ,,,,,-Top of parapet :•.-; , ! ~ \ ::c... Length for payment .• • l,r--,\0) • ~"--------'-~ ALTERNATIVE ANCHORAGE DETAIL Provide mortar i ..I \. Pad ., '---Leveling nut VIEW B-B . Drill and grout 2-3/4" / threaded rods in I" hole 8 11 deep. ---------.-'-__ ---------.-----T:-======n1 ' ' . . • ' t 1 '.I (. • '•J ' •I ' '/• > ' ~-~-Tubular Hand !Jailing ~-•• -' ! • /' • '' .J ; I ' ' : • . . -. ' ' - ~----Concrete Barrier Type 2G '- for Tubular Hand Ra1Jinq •' : ,-_ I\ 60' G ~-----·•------ ~----------- TUBE -·WELDED SPLICE ------------ ----~------ 0 V / U/ ·: ----T.S3x2x./875 ' rail tube -----, , , 3, "f II I , Va t-en , :, : , T. 5: 2 X 2 X .1875 "'. ~"-Jl'\.~~:----Y:tv/7 Vr-- rat/ tube-~ ~-__ :~ ___ _ G· -,, / 1~-!;? v ' 1 1·1 "' ' ~ ----· I !'----- : i----ci'-1--(f_ Post, vertical / ! : ~ I I I , I I I I I , 1i---TS.2x2x./875 post----11 1 I , .. I I , , I .u..H,---lr-'1-r~ , , V . 1'' /" SECTION A-A ELEVATION RAIL CONNECTION DETAILS I. 2. 3, 4. 5. 6 . 7. Dls'r. • COUNTY . ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS /2 Oro 55 118 123 REGISTERED ENGINEER -CIVIL ~ "" S. L. MELLON ~ 35115 PLANS APPROVAL DATE Ho.---'---1.-.,;;.__;;_.;;.__;;.._;,;;__;;__:;;_ ____ __,_, ~ Exp. 9-30-91 NOTES: Galvanize rat! assembly after fabrication. Posts shall be normal to ra,iiing. Rat! tubes shall be shop bent or fabricated to f1f horizontal. curve when radius is less than 950 ft. Tube splices shall be located 1m the tubes spanning deck or wall joints. Increase Joun! width 1n tubes to match expansion joint width and increase sleeve Jeng/Ii correspondingly. . ,..., ,, Top rail tube shall be continuCJus over not less than two i posts except a short lenqth is permitted near· deck or wall jo1nts, electroliers, or other r.a1/ discontinuities. For details and retnforcement not shown see "Concrete • Barrier Type 2G "sheet . See bridge plans for limits of· Tubular Hand Railing. • . . When ad_jacent to deck or wall joint. END POST . ELECTROLIER DECK OR WALL JOINT TYPICAL SECTION ELEVATIO/v "AS ( BY BUILT"· W8S) r i Ii :r I r 1 ' I i I ! . C ;: i [iJ !17 _u 0 :0 }'e ~ z Gl CJ " ' _J (J 1 __ 1 ..u ~ z GJ 7 C-< _'.., "'--- 0 :0 j:, ~ z G) • "~'~:;:~{·: . , Poro/le! to face of paving notch for skews up to 10°. Front face of barrier ...___,... Retaining Wall 30•-o" NORMAL l_ 4" l -_J_ T1 1 • • #4 bar 4r 1 17 End of wingwo/1 Approach Pavement • BB or EB Longitudinal Const. joint {See Note 4) -PLAN 1" -1 o· -----"b" bars "a'~ bars .30'-0" SKEW For loyouf see ''General Plan " -s/7eel Sealed joint ~ #4 cant. tot.2 ____j.-----l--------1 Blockout for Joint Seo! Assembly #4 tot 5 2'-6" #4 C@6- Back wall-__.- 1/4" exp. jt. filler 34'' Mo//eoble Jron or 5feel couplinq rlllf .P/Llq with ¾ "bolt, lr;xrf 84¥ rod x0~<3"prJor lo pouriny opprooch_ s/a/J 11-0" 1'-011 min. 1: 1 1/4" exp. jt. filler For pavement over 36' wide, see "Structure Approach -End Stagger Detail.• 30'-o" min -.----r- End of Structure Approach. 30'-0" min Pourable seal ' -. ·--~--- STRUCTURE APPROACH END STAGGER DETAIL ~ \.V if required #5 cont tot 4 ---- Match deck Overhang -~ Geocomposi/e Drain -- No Scale Concrete Barrier "b" b ors • • Structure Approach #4 cont tot 4 • " b 't--___, a ors TPB /5 X 4'-Q" @ 5 C See "Detail B" ,,,. ... -.......... , ,, , ' , ' , ' , ' I \ I I I 1 \ ' ' ', ,, ...... ___ .,..,. • I , , , TPB Geo,;omposi/e Drain Wingwo/I or . Retaining Woll TYPE E-2 ,, .. ----•, .. ' ---. -;---·- DJST. COUNTY ROUTE POST MILES SHEET TOTAL PROJECT NO. 12 Q,---o 55 119 \!' .. REGISTERED ENGINEER -CIV!I.L "' L MELLON ~ 35115 ~~P~LABN~S=A~PcP~R:D~VAzL-□~A~TE=======9*N;-x-p~-~-9-l-- 3 11 X {see J" x 1/~ • angle Detail C) CIVIL or Structure Approach 0 60° 1/4" X ~/4" X 8" flat -----bar @ 12, centers. ~ -----Place 1/4" hordbowrd between slob and wingwalf,-with smoc:Jth side toward wingwo/I. DETAIL B 1-1/2" -1'-0" ' .. TOTAL SHEETS 123 • i ; g I ' 1 • ' , i , BAR CHAIR DETAIL MR < 2" ¾" dio rod ,...;'.o"elc. Thread one e17d SECTION C-C Bock wolf TYPE E-1 • 1 Geocomposife Drain 1" -1'-0" -<t) c:i _Filter Fabric ABU-TM ENT TIE DETAILS (SEE NOTE 1 ); 3/4" = 1'-o" Po limits for Structural Concrete, Approach Slob Tvpe N (30)5 #5 @ 12 * "b" bars a #8 €P 6 ------"a"' bars -' - lf #4 @. 18 Transverse contact joint ---see Nole 6. • ~========t===:;::;:::==============i==============---+----------• •. • • • See Rood Plans f-L----''----'---'---'----'--4-1...__J'--..J..._--;,~---1.---------- /4. bar chairs O 3'-0"± transversely and 4'-6"± longitudinally J" slotted plastic pipe {see note .3.) SECTION A-A 3/4" = 1'-0" Approach Slob transverse reinforcement may be placed porollel to paving notch for skews < 20°. 3/4" = i'-o" /"' Concrete Barrier Type E-1 lo be used unless otherwise shown on Abutment Details \, I bridge dee) s • BB or £8 6" J" x 3" x 1/4" anqle See Note 5. I DETAIL C [PL AN \1IEW) 1;2· -1'-0" NOTES 1. For detaHs not shown or noted, see "Abutment" de/oils on Proii=:cl Plans. 2. Approach slobs to skewed structures shall· be staggered of lane lines. Staggered lines moy be 24' or 36' apart for skews of 45 • or less and at eoel) !Gine line for skews greater than 45°. J. For drainage delo,Ys, see "Structure Appro_och Drainage Details" s;;heet. 4. Longitudinal Construction Joints shall be localed an lane !ine_s ,;men permitted by the Engineer. 5. End angle _at beginning of barrier transition, end of wingwol/ or end of structure opprqoch, as applicable. 6. For transverse contact joint with new PCC paving, refer to Starndord Pion A35-A. . , J - :1 ' • ' . • ' , • 1 ' "AS BUILT" 1 l · < BY was ) 1 r=====================================r=========================r== = ~ s ~ t f a : : ; _ t e = = ~ o ~ / ; : = = = = 7 r D ; c ; I V V I ~ S ~ I ~ O ' ; ' . ; N = ; O ~ F : = ~ S T ~ R ~ U ~ C ~ T ~ U ~ R ~ E ~ S ~ ~ ~ F ~ B ~ R ~ I D ; G £ ; = : : . N O ~ . ~t?i ====,lll-cG;, -::a· =;;;·ii;i'----=--c:. z-.,c:;.,;;:-~=====;;;:" ======·c'l:--icii·sa:.--:::-~-==--;::.,-:,:::.-,;;;:,=lj F1l.E HO. XS 22-18 07/88 SCAD 88.321 ,{5 zz -18 DESIGN D£TAILS SUBM ITTEO 13 Y ORIGIN AL SCALE IN INCHES FOR REDU= PLANS 0 CALIFORNIA STRUCTURE DESIGN 2 ll--='5.;::;..:5-~35=--.,lj NEWPORT BEACH CHANNE1_ BRIDGE (WIDEN) 'I DEPART'J[NT OF TRANSPORTATION ~--;,2E;.~-uY•ecrsrrs~!i!,~:~EERND I PO~.~ILE I 'STRUCTURE APPROACH TYPE ,N(3Q)S 1 2 3 Di!lregard prinUI b-ea.nna: i!:1.rilllr reYiaion dales I l 22 2G I " ' I I ii ' ' I 1, ii I i ' 'I I ' i . ' • r i:i ,, . :::, r - '--.. z GJ z C :;' "' •. ~ . I ! ' I : I i I 'I .. -, ::J r. tJ D ::.J -:-1 ~ J ::J ::.; ~ ~ z 5 z \ \ -::.: ... --. ' 1-1 "' ~ I '\~ /N Vt I V) CJ ..G ~ z GJ \ z C < ' _) -~ ,------~ ~ .. C ,. \, " fc.i ~ ' ( r· <..'. ~· CJ 7 GJ : . ',' • ' -. '~ --· , • ' .. () Q F- 2 #6 X 4' Wall reinforcing Wall fooling . Fll.E NO. XS22-17 DESIGN DRAWING 07/88 DETAILS , DAT( SUBMITTED BY :,;, . --~ ,' --.• ;. ·--~---.. BCAD 66.321 Out/els, see Road Plans. ---Toe of slope Cap end . " " ' " II ' ' • ' II ' ' II Structure , / II Approach j II II II H II " Geocomposite Drain • II " II II II II ... II ' " 3" Plastic Pipe (slotted) See Abutment Drainage , , I • I End of~~ Approach Slab ' R:7"-,:,--v-'<T-s;~v""----sr-'7-,:r--v-v----,,-;~-=-I -~ Cl Drainove Pod CANTILEVER WINGWALL SECTION F-F -I -+-~"-I Below finished grade, typical. Limits of Geocomposi/e Drain ' I ' I ' , ......... _ ..... RETAINING WALL, WINGWALL See Abutment Drainage 01ST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 55 f20 123 REGISTERED ENGINEER CIVIL $. L. ~illOH Sl115 PLANS APPROVAL DATE * No •• _Q~'~.-n-,~1-- ll========"""'="""'""""""'"""=-=il xp t:."·•-1:r.,__ CIVI or OL Geocomposi/e Drain NOT[: Type E-2 Edge De/ail shown . f ' ,J' 1 / 4" 1'-0" SECTION G__: G 3" Plastic Pipe (slotted) Retaining Wall TYPICAL PLAN 1" = 1 o' ----~ Bend reinforcing SECTION H-H 1" = 1'-0" to avoid pipes. Optional ~+-con st. join I -Cl I "I pproWtJI l!c,:n,mended y TPB ' Cl I Drainage pad (minor concrete) Top of footing ee~~ C>.C•;.o.., _,_, .. .,,.v:,c•o,. ----/J'S"Z.:f . . .:.,. 4" 1 ·-011 ' WITHOUT FOOTING ' Filter fabric Cl I 3" Plastic Pipe (slotted) 3" Plastic Pipe (slotted) TPB ABUTMENT DRAINAGE ORIGINAi. SCALE IN INCHES FOR REDUCED PLAHS 1-1/2" 0 1 '-o" State of CALIF.ORN IA DEPARTMENT OF TRANSPORTATION 2 3 1/4" -1'-0" Filler fabric "--I---Top of 1 '-0" WITH FOOTING "AS ( BY DIVISION OF STRUCTURES STRUCTURE DESIGN PROJECT ENG~N([R Abutment Fooling BUILT" was) BRIDGE NO. 55-35 POST MILE J" Plastic Pipe (unslolted) Note: Bends and junctions in 3" plastic pipe are JO" radius min. 3" Plastic Pipe (unslo/ted) Top of fooling J Finished grade Optional ' -::onst. joint Edge of footi,) ~ SECTION E-E 1 /2" 1 '-0" Ou lie Is, see Road Plans I , t r r. ,. r , t NEWPORT BEACH CHANNEL BRIDGE (WIDEN) • I : STRUCTURE APPROACH DRAlNAGE DETAILS ' cu 122.07 EA OIB'70I D1sregnrd prints beanng earlier revi:-uon dolei:i 23 26 J f,, 1 j II ' ' • -., VI ""' ~ ~ C t-> (;J ) 0 ::0 ~ z Gl /V . I \tn '(>' )N / u, ! Ul • ·-~ .... ~•:·-.. -· ·-· ~· _:·. ·-. '..:.. ; -----------------------·---___ , ------~------- ---., -,----~---.-------, ,,,,- ' \ DIST. COUNTY ROUTE ,,-See "Tie Details" End of wingwall Sealed joint Approach Slob 12 55 121 Parallel lo face of paving notch for skews up to 10~ Pavement See Note 1 ----.._____ See "Tie Details" Sealed joint See Note 1 Approach Slab Front face of borne~) 88 or EB "b" b ors • --._§ -C) -' "" - For pavement over 36' wide, see "Structure Approach -End Stagger Detail." ----,-',---'------+---~ • "o,., bars ----Building paper ___,___,1__,__ 9" PAVING NOTCH Building paper:..-----+--.....-, :1~72"±~1 I I I -'------'1-1..___ 12" PAVING NOTCH REGISTERED ENGINEER -:-CIVIL • PLANS APPROVAL DATE "a" bars ABUTMENT TIE DETAILS 3/4"¢ golv. rad @ 24, with nut and threaded ends. Rod r;:ncosed in 7"¢ x 2'-4" PVC conCJJJi/. Retaining wall End shoulder slab here when adjacen I lo con tinuaus retaining wolf. 10'-o" ± NORMAL End of Approach Slab PLAN 10'-0"± 10'-0"± 10'-o" ± SKEW E:dge of Pove,nen t • C) ~ -<:: I ~ -:t:i ~ 'I-\.. ± "" () <l> ~ ~ C: () "' <: • f: "' C) §; "' I b \J) -Q 'I-"" .Place Pourable seal 1/4" Hardboard be/ween slab and wing wall, with smooth side toward wingwall. 6" E: dge of Pavement STRUCTURE APPROACH END STAGGER DETAIL ' No Scale ' For iayoul .see "Generol Pion" sheel #5 parol!el to paving_ notch-- See Note /. ______ ...__ ¾'' Ma//ec;,hle 1r,:;n ,-1; or s lee! coup/Jng nut. Plu9 wilh 34'' boll. /n.serl ¾"'f"rod xoc9•pr/or la pour1nq approoc/2 :5/ob _:----YJ-.-1--1 Const. joint ------1/1" ¾-"d10 rod x 1:0" 01 /c. ~ 1nreoc/ one end.______.,,. #6@6 Pay limits for Structural Concrete Aqprooch Slab Type £() (/0) #6 @ 6, "a" bars #4 @ 18 #1-~ 12, "b" bars 1: 1 #4C@6 .l/4"x 3" Expansion jwnt filler ' r-----Abutmenl Back wall Concrete barrier Transverse con tact joint, see Note 3. See Raad Plans -..__ #4 bar choir @ 3'-0"± • transversely and 4'-6"± longitudinally. 60° DETAIL B 1-1/2" = 1'-0" r --) I \ I I I I I'-7 \ \ \ I 3" x 3" x 1 /4" angle, extend to beginning of barrier transition, end of wingwall or end of structun, approach, as applicable. Structure Approach 1/4" x 3/4" x 8" flat bar @ 12, centers. See De/011 B "b" bars I l I L __ l I I I I \ I ' ' I ' ,... ,,,-" ...... 1-,. __ .,..,, 5-..... I ~1,----J--.. . ,, a bars Wingwa/1 or Retaining wall. SECTION C-C 3/4" -1'-o" 3/ 4" -1'-0" See Note 1.~ 8" clear, other depths must be approved by /he Engineer. -- --" '1 3/4"¢ x 8" bolt I ..,I_.., 3/4" steel coupling nut I Polystyrene around anchor assembly. f -1 I " I , er. ____,______,1~ #4 bar BAR CHAIR DETAIL 1-1/2" -1'-o· 1. 2. 3. 4. TIE DETAIL 3/4" = 1 '-0" NOTES For details not noted or shown, see "Abutmffi7't" details on Project Plans. Adjust bar reinforcement to cfe::;r a sawcut for sealed· join/, when required. Approach Slobs to skewed structures shall be staggered at lane lines. Staggered lines may be 24' or 36' apart for skews of 45° or less and a/each lane line for skews.= greater th~n 45°. For transverse con/act joint with new PCC pcving, refer to Standard Plan A35-A. Longitudinal cons/ruction joints shall be permitted as .,..nrroved by the Engineer. TOTAL SHEETS 123 * ,, ' ' "AS BUILT" t SECTION A-A t======~======c==11=3;=4"=· ·=··-1·=0=· ====r============,==,=~~=::r==n~~~~~( ~B~Y~·~W:::=8rS~) ~~===:;:=::~=======~=~t t. Fill NO XS22-21 DESIGN 1 pprn~,·"=m~oo,-,--. CALIFORNIA ~I~~ 0 2T~~EST~~c~r;~ 2 s~;~E;; NEWP0°RT :sEAC~ °CH;~-~,E-~---B~';DGE" (~IDEN)-f t ;;;~NG coo_? I~-~ _f-.:'.:=:::~::~:~=\=---o s=v_~_~-~_s_,,,"", __ ~~~:..:; ___ L._J____::______u~.!Lc~s....-j-.-~~~ _ --·-_ _ .. , _ _ DEPARTMENT OF TRANSPORTATION p.:ac~~~,fe ~~;rs,,:C:~YIL~:~:::'NO PO~,~ILE S TRU CTU RE APPROACH IYP E E 0( 1 O) ~ SCAD 88.321 REVISION D,1.T[5 PJ,EllMD-IARY ST.,.~ nt-i.. SK[[T "' D11sregerd pdnls bearing e.arHcr reviBion clntes 24 26 X-S ll•ZI -------------~-----'-------------------------------- I. -r -C L r 0 ; ;cl 0 ~ ~ ~ 6 J] ::J ' ~ > i§_ 2 2 - " n E= I \ ' - z. __.j " .. 1 .. 0 TI J> ~ z Q 2: Q '.· , . ~ . ' ' ' -. <~·· -- ',/':, • . ., --. ;,;_,-: .. --~-... , . , . '" '' .· ' .. .. .. ,. •· :-,· ., -.... , ·,:_::. ... ,•. '-·.· . ~-: ::; ' • . ~... . ' ,--. ,_. . ' ·:·-~:.,-.• . ' • ' . ,, . -·-' ,, .. _, .... , ' _., . .. •. "• . ' \ -i (/) z 0 l-- <I: 0:: w c.. 0 ~ 0 z w " w _J '.'.} <I 0:: w ~ ::1' I l-o:: <( Cu ti 0 z L.J ~ w _j z 0 j:: <( u lL V'/ V'/ (/) <( _j _J 0 u V'/ i 2/ l-- (/) 1/l z 0 u --' w :: 0: '-' 0 z .. ~ .. > ~ .. ,= 0 u " u a 0: ~ ::, 0 w z '-' " z a: 0 "' z • 0 0 ~ ~ <I ,. a: C l--o W "' z w 0.. 1' 0 = 0 111--.n"'C)'.c. --L >,. 0 ..;: >-O >,, ~•ncn,t:::c:a, > > > . ' --' :i : " • i ! ~ i .:: ;;. j X u . . . ~ ::: i ;; ! ~ .. --: .; if -. 0 i. r 0 1,111 J"'!l C••11 •L•Cl.w•d 1,,..,1 l'UI•• IIUn ':,,;1 • ' • : . . • e: w ~ "' z iE 0 "' >- "' z iE 0 "' w a: 0 u 0 a :, "' 15 " z iE 0 "' ~ ; 0 ::, a: "' [I)[] a: w ,-. w g a: t;; i5 .. w z 0 <.> ;: a: 0 ~ ~ <D a: w _J !:; "' "' ~ 0 -u -C .. 0 " ,= .c u ~ .. ~ E £:2" C 0. o E 0 .8 E 2 .c L 0 g C -~ 0 ·- c " 0 ~ o C U O •• 32 w .. l---§! ' : t . a ---1 C g ro u .3 Too !-'ale El Pressure measured along sleeve lr1ctron element (150cm2area) divided by pressure measured on tip element B-NO. A Pressure measured on tip element (10cm2 area) ------------------. -----------------------------------' tk B-4 B-5 @ B-1 DIST. COUNTY ROUTE 07 Ora 55 fi ' --......:.a,. ,, .. ,=. - POST MILES TOT Al PROJECT SHEET NO 122 c. ( ·""u. ., , ~ ... __ •., REGISTERED· CERTIFIED ENGINEERING GEOLOGIST TOTAL SHEETS 123 6 4 2 '""""o .. ,,o FncUon RaUo (%) Tip Bearing {TSF) Boring Date ELECTRONIC CONE PENFTBOMFIEB TEST B \------·~ ----B---7 Exist. Br. No. 55-35 ~ Rte 55 PLANS APPROVAL DATE .._ _______________ _,,,-¾< No. ~2=---4'-'9-'7 __ 6-30-90 Cone Penetrome1er drmel'\51ons and testrng procedures are m accordance With ASTM slandard D 3441-79, or as noted. , 108~00 110+00 111+00 1 112+00 - --1--~~:~::~;C;H) _____ \OS"!oiJ------~~-~~-~'~;}--~~~·~~7\---~~·~;------''\--~;·~;---~ 4--TO NEWPORT BEA , 109~00 \ • / ' I ' -, , \07~00 8-3 1 TO SANTA ANA -l> \ 06•00 E]~~------+----------------'· \ BENCH MARK Spot Elev. : Elev. 6.22 BM: Found spot elevation at N/W comer of tho building al 65' Rt. Sta. 108+00 G Rte 55 Tidal-2-1931 E{ev. 6.29 Fd. o standard disk stamped "2-1931" S. of Newport Blvd arid Bay Bridge, about 135' S. of N. end of old Central Ave., in N. curb of Vic Oporto St. & 14' E. of E. curb of Centrcl Ave. (Ref. OCS-1 E) 10 II) II) el 0 II) + '° 0 - 2 V'/ B--4 7.81 ------,--'-or, 1' 60 - B-7 @j II) II) 2 0-: N ..,. + r--0 0 -(f) ..., a: M "' B-7 '@ ~ -~ B-6 i 110+42.48 <I;_ RTE 55 N 532889.174 E 1488920.572 "" II) N + a:, 0 -..,. ~---0 ~~-1 0 .......... -::0 ;If ~\., _.\ 8-2 @j "' II) c;J II) "' + 0, 0 0 -C/l PL/\N 1 "=40' II) "' Cl ;;:: 2 C/l ..., 0-: 13. 13 ..., ----~~~ 1' ;B-~ 23 104 II) U1 N APPROX. GROUND LINE ALONG ----... ~ <t_ RTE 55 ";:: "" U1 0 + ~ ~~·=-~-2 (.11 lfl .• ,, ,~ U) /f! ::i > ;J.' &i 8-2 ~ M B-1 --"5-'--. 1'-4'---,a;:=er 3 " Asphalt __ 6_·_08-,;,c_"'. "7:.,: 1 3,, ~·-:,,· Asphalt 68 Very loose brown, GRAVELLY fine to cocrse ,-.', •, Co:-npact, light brown, very fine SAND --1131-7_.f8i::44f;-::· ~-rt_G1~3j" i, •. 76 31 1.4 '.',,'•, ---r-"-rl1' '·.'' 0 34 119 -10 227 ,.;,-_., SI" ti j d k b t· t • -.;.;:, GWS ~I, 2.08 r;-;;-c,.--,---,r,i:;:,.;.;_.· 19h Y compac, ar rown, 1ne o SAND with sheil frcgments; wet r~~-,1'.',-,'·.'·. v, 118 11.4 t-,'r, <' . p~7 coarse SAND with scattered shell" l3,c___Ll11,.c,4ad"+:_.C:·_.:J· 3-16-88 -----, 12 I 1.4 I/. 93 31 Slightly compact, gray ta gray- green. SILT a~d very fine SAND with shell; f, 1 1.4 .. ' ....... ..:i. r..~-!. , /~:fragments; moist Compact, gray, fine to coarse SAND with _:;,:,; 93 ~ ..:,~ 192 11. . -~-___,:,:-:-:, Ve~ soft, marbled greenish brownr.:::: lo:--T-:--:-tl::; .... _.-'e. Soft, dark gray CLAYEY SILT riH_ ~ • • ·, GRAVEL and abundant sheil frcgmnets; 3 11.4 ,,,."!< _/ 117 11.4 :,;::-'.· and black CLAY with scattered ~ice, 250 wet i;f. 312 Ver; dense, partly decomposed PCC '~ .,. \{ lorganic odor; moist I r::-cc-r:-.,.-t"ll:§;;;. Very soft, dark grey, SILTY CLAY 1211011.4 ~ •, •'' 124 11.4 •,.!."";", ------7~. -----,:·.:•:: Slightly compact, groy, fine to coarse 357 . ' ,-c;,; 312 with shells --"',;,'. -20 357 357 .. • I --..:...-l.!..~~ :;::::, SAND; wet • ,_ 1250 Dense, gray, fine to medium~ 14_1_1-1-.4-"'"-::Y, ~,--,r:--f-i;;':;::;' 12214111.4 :~ 5oo SAND with shells ;§;·. 175 11.4 if;~ Ver/ dense, light gray. fine to coarse 1250 Dense, gray, fine to coarse SAND with l:--:'.::~ 418 r,----,c---l~~,·-' ~ SAND with 5" interbedds of pea GRAVEL small (l/16") shell fragments; wet 1~ 1~t5 124 1.4 "-'"- r.:-:,--,r:---:--G~"" with shell fragments; wet C • t· t SAND .1,~ 12_0_1-1 ___ 4..,,,._i;,-,;, ______ 313 Compact to very dense, dark ."'\ ISO I 1.4 ki..~.:. --833 ompacl, gray, me o coarse WI n ~-=-192 ~~-, ·~, -- " D 1· ht fi t SAND ,2",;.:: brown to dark green, micoceous l,.. '~ 500 to;,.>; ense, tg gray, me O coarse GRAVEL and abundant shell fragments; wet ,~;-; soo= 1:--cr:-:-i·>,., ' 500 1" • ~ -· -~-.r· ,;-CLAYEY Sl'LJST0NE 36 1·4 ·,:..,, ~ v ,,;.:._, with small shell fragments ~ ,,; '"-1250= 1 ~1r:--,--,i~:,;J,• y· Very stiff, greenish brown, SILTY CLAY 130 11 ' r:f REF. IA;-,,,_ · 3 0 EBO 1.4 D I" ht f t SAND 1250 ~,/, ,<':s _ 6-16-83 ense, lg gray, tne O coarse 1250 lA _ with scattered mica, strong organic odor; ",,frc 13 cc 6 ,------,.., 1 - 4 ,--i~,_ '~ with-abundant shell fragments; wet ~ v ,<' 6 · ' ---------+---------------------------+------------------------------------------------'-'m_,_,o,:;ise;t'--------+-----------137 11.4 ',f -------''----_1.:..6=.-....::8::3_+--------------------f-<,_ ,, 3-17-88 6-17-83 f,f = __ __,,,;¾ ~~____,~"':,; 152 I 1. 4 ''¼ ::so 5-14--83 10 0 -10 -20 -3-0 -40 Very stiff, greenish brown, SILTY CLAY with scattered mica, strong organic 134 11,4 ,Y, ;¾°; 0 =-r~~ AO r--~-N~ 167 11.4 ~,~' ________ -__ l __ 134 11.4 ~\ t:~ -50 -60 -70 -80 106+00 107+00 108+00 odori moist Hard, greenish brown, SILTY CLAY with scattered mica, strong organic odor; moist -109+00 :~ ~-------f,S,~~'I: ___ --1,f-'1/_,.y ISO 1.4 , ,~ 156 ! 1.4 .,.t/ _, "¾"" f,~ !<,.'< (y ., =----,-c-----+."" rt%:,,,,.:, 152 1.4 ~¾.;, (,:> ----------+-------------------;\; -------------- 17.~ cc,--,_--;~~ -50 "AS ( BY ~; 171 1.4 /¾ t;: ~~ h ~ ~~:::~ -------t----------===-____,~ 3-16-88 BU1LT 0 11 0+00 W8S) I 174 1.4 :. • . 6-14-83 PROFILE Hor. : 1 "=20' Ver. : 1"=10" -60 -70 -80 / _( I ', r ' ' / -C -' (j 1 ! ' I I I ' ! 2: ... ,. " ) 0 JJ ~ z G) z r·· i_J_j 1----:-1 ::J 7- G) L. C s::. OJ m ::J u JJ ~ (Ii L.. G) -·-----. I ' . .. , '-:.., ,, . C) 20 IC -10 .-30 -50 Beti ch : .-... -·. -· ·-" . •. , _,. . .,_._ , •,.~• ; -.. -= - ,.,_ 9 -· .EJ, S.9' ,_D/,U ~1.f "!,a./ FT. ----·- CLASS IF !CATION OF lvlA TE RIAL BASED ON STANDARD ·GRADE ..'.:x.zE LIMITS 0 .. DIAGRAM AND l"A8LE: SHOWINC"',.THE BASIS FOR . .. . '-. E5'TIJ...<A7ES Of GRADE 5JZE OlSJ'.RJBUTION USED • C :• ... C • • . IN DET[RJ..,llNATION OF -.CLA.SSi,..NA.MES. . -•. .. -.-:: . . /. _,.: .-. -... .-.. . ,.,,;_; G UJPl»G Us al >J TRl>J-.CUUJl Cl.ASS JF CAT ION CLASS J 0: -PtRC000k:( OF SIZES .F?.CSEITT :..-:,. ./ i-s..::oi:,:J SILT CLAY NA>.<£•,.,,. -~ .. ~---':', •SAND ·' ;" ~.-;.,;: • ,,.,-" .;oo ., 0-20 0-20 1s LTY 5~No ·g ...1!i -~ 0 I o-!i!i 0-20 • I .:SANDY 'SJL.Th "':1ff-...t, 'S • .).5-80 '. D-'20 SILi _, .. ,·:..:.1 ·16-.,,-o·-eo-100 0-20 CLAYEY SA ND Q.AYEY SAND i '_j~..:.... . .so 0-42 20-30 .£!£.!EY SI L's , • "'"·:ie 32-00 ! 20-30 s,,,[J(CUW·:J.· 70 0 40 • 30·50 S!LTY .cl_-.1,,y-'-fll ,.:30·· 20. 70 30-50 , . CLAY· -·.·. -;'" ~ . -..... ,>h-'3D -·I Q-!>O 50-}00 -~ ~ ~ ~ ~ ~ ~ ~ ~ § READ SILT PE.RCENTAC.(S ON THIS SJO£ . : :::-: .. , ===--'·. • "\\ ••• - . .....,...1.-·---•-.;:.i.: • -· !F CRAYEL IS PR[5CNT IN APPA.ECIABL( AMOUNTS THE "TERM GRAVEL\Y,. .. ::MAY,.~E;'ADD.ED 10 vis ,\GRAVEl.l..Y 5AJ-D~' IHE TEM1v..s '1COA~rsE;"'\ .. Am1w . .("'' A,-m''F1NE ~'wHE~-:~5£o:.t:)}V£scR taE T,HE CLASS NAME, GRAVEL1 SANO AN-:J 5rLT RtF[R 10 5:AND.t-..RO GRADE SIZE LlM!JS. r---:-·, =-_.,. . -·. . .. . ,. \ . , I \ \ ( l ,o () :s ID -·:;\::. .; '.) . (t, ., ,_ ' .. ---- T. H. "'·3 • I -rt· I J i ' I I •• J.,u 'I) +-U) /f) . ;; :'.:i ·I· ~~ -1 ! LEGEND OF BciRING OPERATIONS F\.AN OF ANY BOR INC □ " I SAMPLER BO R !NG RoTARY WASH 60RJNC , I CLOS ED .5AMPLE.R DR !YEN © CORE BORINc; I " 21/2 PENETROJ.r\ETER DRJVEH /l ll V h • ~ T05 AUGER BORI N~ ii 11 6"ro20''.t-i-uctR SOA!NG J] □ CAs1Nc DRfVEN JET SORING Sr.MPLE T.L.K£N I 'hi"A-Roo DRIVEN THE APPROPRIATE OORINC SYMOOLS OESIGNATINC lHE - METHOD OF" OPERATION ARE .SHOWN AT TH£ UPPER RJCHT- HAND CORNER OF THE RES- PECT IYE BORING. V/H£RE TOOL CH).J,,ICES WE.RE MADE DURING THE BORING OP£RATKJN SYMBOLS ARE SHO'v'lN AT THE: POIITT or. CHANGL •· ', .. • ~•--• -:-• ~ •~ .•.• • •-•T-,-,-_-. .. T. H _:'if I GEDTECHNICAL BRANCH .. TRANSPORTATION L~DRATORY II El a.i • • r;,:11R..o," -~-/ ft LEGEND OF EARTH GRAVEL-c· SAND-S CLAY-C -· S1LTY SAND-s, S CLAYEY SrLT-C Sr . ·SANDY CLAY:__ SC t- ~ IJ1 To Prof,le of_-~.-.;;, s_ -r_~r_:i__g __ ~ _ .......... , I .• -6ree-n,5"h q,,.:4y ShC?lc ,v/lh thin -!fU,-;d lovrrf-near-ty. hori-z.oqfq/ ·hcd<.J',,~g t ·' Ano ' ' ! i I ' 20 10 1-20 -30 I-so MATERIALS ABBREVIATIONS SANDS,0NE-SS ROCK-R FILL MAT£RIAI •. ., , EL. 69 .4 8.:0AT ION OF GROO ND AT TEST HOLE b pf 8LDWS PER ,001-(scE N01[ ABOVE) p PllLLED PJPE M MOI.STURE 1'.S 0,{, DRY WEICHT . . [L 6~,3 6-\2----49 FLE'r'ATIONOF CRCXIND WATER AND QA.TE bpf / / _) "AS ( BY BUILT" W8S) NEWPORT BEACH CHANNEL·(\;\· IDENJ LOG OF TEST BORINGS (2 OF 2) CU: 12207 EA: 01879! BRIDGE lfo. 55-35 Core Drill llloWS ~t -fo?1. -= t,l.owS r~qu I r<-d -to ·drive A 1-1. • l"<=n -._c,,-c. P•f'.~ -~tl~ ·foot wtth t,. ·• I 4 C""" dro:p ka ',.,b"l~ .Froma fr•e -falL _;' ~O rncfl~s, ... ., 8/if #J,f'-/67 ri(eset-, 936) 8r. di~k sef V(?rt1colly ,n ~Cl{"( br,dse-p,er. 35.6. Rr '.i'.. .::-:-a. £/c,-,. 10. 4 4-' or 7 38r lb. c: W.C. CAIN 2497 6/30/90 ._ \ 'I c.·-~·-. :..;: / i} \I':\ I I i ' f. f 1 ·. .•. · g ·"· I ~ ', t ·,: \--. ; -~-:_ f · ••• ,.: I .• .-l-~:. I ~t -~~; 'I 7 •• • "~?;!i {: ---~~ ; ·-. . · .. t ,,. ;•· r-. i :.1 . .: . f .. j . ' I i ~ . • GI .. j ~ n u 0 :,; ::J I )-{ i'i I' =-' ;:.i ~ ! C ,, I ' i Ccl _____ .J NOTES THE CONTRAC10R's A"Tl[NTION IS D1REC.T£.D TO .§.~CTX)N 21 ,4RilC1..E (c~: OF THE 51ANDARD SPEC:lFlCATl<:Ns AND 10 THE Sn:crAL-PRO\'JSKJNS A(COMF'~-,Y[1'.G THlS S[l or F'LANS . CLASSiflCA1x:..JN OF EARTH MAT(RIAL As sHowir. ON "':"H:S SHfE:T IS BA.S ED. UPON FIELD INSPECTION AND 15 NOT TO 8E CONSTRL....=~ 70 IMPLY i,.o.[CH/~NIC,t.._. ANALYSIS. Wtdll6==t!EWP0R-T-&1:i:&~@137rlt"!T"fiL~L>GE-t LOG OF TEST BORINGS -... H~;-;~. r::>.cQ' SCALE V.c-rh P=;o 1 BRIDGE NO. 55-35 W"RAWlNG No. 26. ,. , '7 ( \ \ f. ,0' l L, ::-' ~ ~ a UJ .J -~-r, 7 _/ ) '