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HomeMy WebLinkAboutDWG 805-8; ; STATE HIGHWAY ROUTE 78 - EL CAMINO REAL OVERCROSSING, 1980; 01-38,, , ' ) i I I X • X X I X l! 0 0 ;;; -0 er: • kl -0 "" C er: • E kl ~ en 0 V) V • <:[ "' er: 0 "" > p . C. 0 a. <( . --, i " , a,: " • kl • V) C a, er: C <:[ w ..J C c> " "" • 0 a,: • 0 0 t • >-C er: ·a, C <:[ w "" t . "- 1 p c.::, ~ --, Date Date INDEX OF SHEETS Sheet No. I Title a. Loccition of Mop " " " " " " " " " " " " " " 2 Typical Cross Sections " 3 Standard Plans List " 4·8 Construction Detoils " 9 Miscellaneous Quantities " 10 Contour Grading Details " 11-13 Traffic Plans " 14 Bridge Mounted Sign " 5 I ·22 Signals Bi Lighting " 2 3 Traffic Count S tatian Details " 24·25 Traffic Control System " 26-38 Special Details ' "39-49 El Camino Real Overcrossing Widening Br. No. 57-605 "50-63 Buena Vista Creek Bridge Widening Br. No. 57C-177 STATE OF CALIFORNIA BUSI N Ess· AND TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION O'N STATE HIGHWAY " " I ·16 General Cross Sections IN SAN DIEGO COUNTY IN OCEANSIDE AND CARLSBAD AT EL CAMINO REAL Work not o part of this Contract. (To be done by others) LIST OF ABBREVIATIONS AB. = AGGREGATE BASE CLASS -2 A.C. = ASPHALT CONCRETE B.C = BEGINNING OF CURVE C.S.P. = CORRUGATED STEEL PIPE E.C. = END OF CURVE IL = FLOW LI NE PC.C. P.M. S.W = PORTLAND CEMENT CONCRETE = POST Ml LE = SIDEWALK I • ◄ TO OCEANSIDE 90 BEGINNING OF WORK'."'''"''" P.M. 1.1 95 To be supplemented C I T Y EL CAMINO REAL OVERCROSSING BR. NO. 57-605 l 0 C I T Y • by 0 F 0 F Standard "1 0 Plans dated OCEANSIDE CARLSBAD BEGINNING OF MAJOR CONSTRUCTION P.M. 1.4 The detailed plaiis,,ore a portion of the route for the State Highway adopted by the CoMo,nio High_woy Commission On November 13, 1951 ond declored o FREEWAY by resolution of the Colifornio Highway Commission November 13, 1951 SCALE IN FEET 100 0 500 I Length of Work = 0.8 Length of Major Construction o. 2 miles miles March 1977 . . END OF MAJOR CONSTRUCTION P.M. 1.6 END OF WORK P.M. 1.9 COUNTY ROUTE POSl r.'ILE TOlAl PROIECT ';Hf\'"1 H),._L "O '<>-1[En, 11 SD 78 1.1 / 1.9 '6,3 OH LOCATION MAP ~CJ..lf I" M llS 20 C 2C ~o GO eo 100 1)\>J AS • i; I I; I ~A M '"' c;!jt;,.;;.,.~7,,.,...,., COfiTR 1 / -040974 YEAR P TED I-Z3·80 l \ t -D ,str ,~t Di~Transpo~tat ;;~-- Register~ Civil Engineer No,S702 AP proved _..tfloxemaer_/4,l!l7.i ____ _ a!JJ/_t?~/,(_~- ------------------------------------'---- Chlet, Office ot Office· Engineer--: R~glste(ed Clvll Englne4r-No.8187' I Contract No. 11 '."'..040974 :___j__-L-------------~-------------------,--------------.....;.-----------------:-----------------------------+~---4-------'----...1.r--··-------' 1 .• 1..~--. -• ---. ~1 !..J, :_ 12 l Ii i • ·go .., C 11' ~ ~ X - I go •u i 2-I~ I I .,, UJ V, 0:: "I: ...J . "' --.,, >-0:: "I: "' . u . ..., \ -.. -.. .. . A.C. SU F. A.C. BAS I A.B. WORK NOT A PART OF THIS CONTRACT (TO BE DONE BY OTHERS) I VARIABLE WI I '11'5 (a) 4'·0'' 0, C. /:il ,, ISLAND STA 104+00 TO 107+36 C NO SCALE ' " 3' _,. -KM._i! 48-L 56-:A 7i"S='A . _jlO.C zz:..A 99-A "C" LI NE i---------18_' ___________________ t-_______ ____;:_2:.c:9:_'-=&=--V:.:..A.:.:R.:.:· ________ -l-~--'-7_' ----l-_____cc3_'; -I • VAR. d-12' 12' · I 201 5°/o&VAR. 1;• NEAT CUT _ I 2°/o&VAR. . -. ,, • • •· • • • EXIST. PAVEMENT SECTION /"' 0.1' A.C. SURF. 1.0' A.C. BASE 0.3' TO 0.5' A.B. -------------- 0.1' & VAR. A.C. • 0.1'A.C . EXIST. PAVEMENT SECTION l ---------- VAR.0°--:1i "I I ----•11 ti• ., • e .. o .,,. ,. Lo.1' A.c. suRF. '.. 1.0' A.C. BASE 0.5' A. B. RAMPS C-1,2,3,4 ?' -FINAL BElvCH MARK LIST . ----- ;---- ' -....._ EL CAtv1INO REAL RIGHT STA 105+-25 TO STA 113-t-55 _ ... DESCRIPTION STATION Lt. Rf. ELEVATION - I" I. P. P?P 48~ "A II 100'± * Bi:ill on L.iqhl Bose -57~ II A /I V * Bolr on L/qlll Bose .... --------· -6 6 .£ ''.,1" V "I "-, ------- Chsld. "a" SidewQ/k N.E. Cor. def'l'erson O. C. * Bolf on Liqh/ Base " -···-78 ;!,. "A II V • * ·--- Chs-la "o" on Liqhf Bose· , --•-----·-__ ,,. -9 9+160 "A II 45' * . . .. . • ... ; 4 •. ·" • • • • 0 ..... -• o •• 0-1' A-C. SURF. 1.1 1 A.C. BASE 0.5' A.B. 2 o/o 0.33' P.C.C. • Notes: I Dimensions of the structural section are subject t_otoler-. onces specified in the Stan· dord Specifications. g Superelevotion as directed by the Engineer. SIDE~ A.B.= CLASS 2 AGGREGATE BASE AC,= ASPHALT CONCRETE PC.C.=PORTLAND CEMENT CONCRETE /09~A _ cns11:1· ''o" N. w. Cor. Bllena Vi'slc; Creek Bric/oe 109:t:~ "A I/ 290' {j -115_.:A __ _ 12 a::-A I~ lJ:-A - .L4.7=A /60-=A_ I66=-A • l 7Z::.A. 183.-A T9E.:c 71- r--·1. P. P¢P I£ From Fence Line . ''A II 100'"!: -• 115+.50 I11I. P. PfP /£ From rence Line 128 !., ''A I/ 801 ± !'' l.P. PtP 13 8 Ji:,,.,_, "A " Go'± ,,, I. P. .Pf;-P ,~ From Fence Line 147:±,.,,, ''.4 // 79'± II l. P. P,$P /60 ~ "A" 55':!: .L - C:-lt'. C; Mont.'menf ·----/66-lf-20 '1A" 80'± r" L .P.. P¢P ' l721f45 1'A 11 501± --. -. .... -~ . -. "., - l'' LP. P{P . -/83.P. 2.5 ''A" 10'± I" .I .. P. P(P I~ From ·Fence Line I 9 5-fL 75 :t ':4 11 90'± ' -* For ElevQ//ons See Field S{lrvey:s Rm. /35 D. 0. Scale: 1"-5' * * * * {j "Cr * * * Vll27l/ ///A REMOVE. IN PLACE MATERIAL TO A DEPTH OF 3' BELOW FINISHED GRADE IN ALL AREAS OF EXCAVATION FOR WIDENING LANES 8 SHOULDERS AND REPLACE WITH IMPORTED BORROW. .. AS BUil T" CONTRACT / 1-040974 TYPICAL CROSS SECTIONS YEAR COMPLETED_/-Z3-80 ·-"-·-•~-"•··---••--•-···---····--·----------_-_-_-_-_-_-----:_-_-T _--==-----=---_ -_ --=---=-----~--_1_-i-____ ------------:-------lb~W'i:'-":J<lo~~-=-~g _ __J -------~-----·· -------------! 11 I I' I ' . 3 GENERAL ROAD WORK D A35-A.2 PC.C. Paving Detoils. DA35-B Approach Slab. • A62-A.3 Excavation and Backfill Miscellaneous- Limits of Payment. • A62-BA Exc;avation and Backfil I Bridge Surcharge and, Wall-Limits of Payment • A62-BB Excavation and Backfill Bridge-Limits of Payment. t D A62-CA Construction Details-Concrete and Asbestos Cement Culverts • A62-CB Construction Details-Metal Culverts DA62-CC OA62:..CD Excavation and Backfill-Reinforced Concrete and Asbestos Cement Culverts -Limits of Payment. Excavation and Backfill Metal Culverts - Limits of Payment. Timber Barricade, Raised Traffic Bars, Dikes and Rood Intersections DA74-A.7 Markers. DA74-B.3 Markers and Monuments • A75-A.5 Concrete Barrier Type 50. 0 A 75-8.4 Concrete Barrier Type 50 DA76-A.I0 Cable Barrier. DA76-B.5 Cable Barrier DA77-A.10Metal Beam Barrier. D A77-B. I0 Metal Beam Barrier OA77-C.8S Metal Beam Guard Railing,Steel Post. DA77-C.SWMetal Beam Guard Railing, Wood Post. 0 A 77-D.2S Guard Rail Anchors, Steel Post. DA 77-D.2W Barrier and Guard Rail Anchors, Wood Post. OA77-E.4 Cable Anchor Assembly, Breakaway. DA77-F Thrie Beam Barrier. DA77-G Thrie Beam Barrier. aA7S-A. I Chain Link Fence. OA78-B. I Barbed Wire and Wire Mesh Fences. D A79-A.9 Guard Rail Flores OA79-B.S Guard Rail Flares and Miscellaneous Guard DA79-C.7 DA79-D.8 DA80·6 DA81-9 DA82-3 □A83-I DA84 DC7-A . DC7-B DC7-C DC7-D DC8-A.3 DC8-B.2 DCS-C DC9-A DC9-B DD72-II OD73-13 D074-14 aD75-14 O077-A.2 Rail Details. · Guard Rail Connections to Bridge Rails, Retaining Walls and Abutments. Guard Rail Connections to Bridge Sidewalks and Curbs. Emergency Passageways. 0bstruc,tion Deflectors and Barrier Transitions. Cattle Guards-Metal. Loodometer Scale Pit. Platform Scale lnstal lation,Typical-Freeway. Reinforced Concrete Crib Wall Types A BC and D-Construction Details. ' ' Reinforced Concrete Crib Wall Types A,B,C and D -Design Data. Reinforced Concrete Crib Wall Types E,F,G, H and I -Construction Details. Reinforced Concrete Crib Woll Types E,F,G, H and I-Design Data. Steel Crib Wall -Construction Details. Stee I Crib Wal I -Design Data. Steel Crib Wall -Design Data. Timber Crib Wall Types A,B,Cand D- Construction Details. Tim_ber Crib Wall Types A,B,Cond D- Des1gn Data. Drainage lnlets-0S,0L ,G0L. Drainage Inlets -:-Gl,G2,G3,G4,G5,G6. Drainage Inlets -GT I ,GT2,GT3,GT4 ,G0,GD0. Pipe Inlets. Grate Details. . •D77 8.4 0078-2 0084-3 0085-3 DDS6-A.I DD86-B.I Grate Details. Gutter Depressions. Box Culvert Wingwall,Types "A" "s"a "c". Box Culvert Wingwal l,Types 11D11 B II E 11 • Box Culvert Warped Wingwalls. Pipe Culvert Headwal Is, Endwal Is B Warped Wingwalls. DDS6-C.I Arch Culvert Headwalls, Erdwalls a Warped Wingwalls. . •DS7-A.6 0verside Drains. DDS7-B.6 0verside Drains and Underdrains. DDS8-5 Construction Loads on Culverts. DDS9-4 Pipe Headwalls and Strut Details. DD90-2 Pipe Culvert Headwalls,Endwalls B Wingwall 0093-10 OD94-7 0095-2 DD96-4 O097-A DD97-B O097-C O097-D DD97-E O097-F O091-G O098-A.I □D98-8.1 Types 11A11 "B II a II C ". Drainage Inlet Riser Connections. Flared End Sections. Concrete Arch Culverts. I Pipe Riser with Debris Rdck Cage. CSP Downdrain Coupling Details. CSP Coupling Band Details No. I -Standard Joint. CSP Coupling Band Details No.2-Standard Joint. CSP Coupling Details No.3-Standard Joint. CSP Coupling Band Details No. I -Positive Joint. CSP Coupling Band Details No.2-Positive Joint. CSP Coupling Details No.3-Positive Joint. Standard Inlet Structure Shoulder Ins ta I lation Details and Details of Slotted Drain Connections. 12 11 Thru 2411 Slotted CSP Drain Details , • N 8-A. I Curbs and Driveways. □NS-B. I Wheelchair Ramp Details •eo-1 •Bo-3 •so-5 DB0-13 DBI-II as2-1 D82-3 •s2-5 082-6 082-8 082-9 •s3-I 083-2 083-3 083-4 083-5 083-6 083-7 -83-8 083-9 083-11 •sG-1 •BG-10 086-21 •s1-1 087-5 087-6 •B7-I0 087-11 ' BRIDGE Bridge Details. Bridge Detai Is. Bridge Details. Bridge Details. Closure Wal I Details -Box Girder. Pile Details-Class 45-1 a Class 45-2. l6 11 Cast-ln-Drilled-Hole Concrete Pile. Pile Details-Class 70. Pile Details-Class 45-ICB Class 45-2C Pile Details-Closs 70C. Load Test Anchor Pile Details. Retaining Wall-Type I, H= 4 1-30 1 • Retaining Wall-Type I, H = 32'-36' Retaining Wall-Type I A. Retaining Wal I-Type 2. Counter fort Retaining Wal I -Type 3. Counter fort Retaining Wal I-Type 4. Retaining Wall-Type 5. , Retaining Wal I Details No. I . Retaining Wal I Details No. 2. Retaining Wall-Type 6 -6'Max. T-Beam Details. Utility Openings-T-Beam. Joint Seal Details. Box Girder Details. Drain Details. Drain Types DI a D2. Utility Opening-Box Girder Utilities Details. . ·•BS-5 0811-7 DBll-30 D811-47 0811-51 •Bll-52 0811-53 •s1·1-54 0813-I ' DBl3-2 DBl4-I DBl4-2 •Bl4-3 CI P Prestressed Girder Details. Chain Link Railing. Temporary Railings. Cable Roiling. Tubu_larrHand Railing. Chain Link Railing Type 7 Concrete Barrier Type 25. Concrete Barrier Type 26 Slope Protection Detail No. I. Slope Protection Detail No.2. DS40D-I DS40 E-1 DS40 F-1 DS40G-I DS40H-I DS40 I-1 DS40J-I DS40K-I DS40L-3 DS40M-I Structural Steel Plate Vehicular Undercrossing Structural Steel Plate Arches. D S40 N Supply Line 8 Communication B Sprinkler Control Conduit (Maximum Pipe or Conduit S• II ) 1ze = 4 . • DS40P Two Post Type Frame Details. Two Post Type Frame Juncture Details. Two Post Type Post Details. Single Post Type Frame Members. Single Post Cantilever Frame Details. Single Post Cantilever Frame Juncture Details. Single Post Cantilever Post. Single Post Butterfly Frame Details. Single Post Butterfly Frame Juncture Details. Single Post Butterfly Post Details. OVERHEAD SIGNS -TUBULAR Instructions and Examples. Single Post Type Layout and Pipe Selection. Two Post Type Layout and Pipe Selection. Structural Frame Details No. I . SIGNS, SIGNALS and LIGHTING DS40Q DS40!R DS40S □S40T Structural Frame Details No. 2. OVERHEAD SIGNS-TRUSS Foundation Details. OS I -12 Instructions and Examples. •s41 _3 □ s 2 _ 11 Typical lnstol lation Details No. I. Single Post Type,PoSt Type ll Thru "2II1 · • S42-15 Wood Posts,Typical Installation Details No.2. ROADSIDE SIGNS OS 3 -11 Two Po st Type,Post Type I-S Thru :iZII-S. D S43-13 Timber Poles,Typical Installation Details No 3. D S 4-6 Single PostType,Structural Frame Members. • S44-7 Typical Installation Details No .4. OS 5-6 Two Post Type,Structural Frame Members. TRAFFIC SIGNAL and HIGHWAY LIGHTING DETAILS DS6-8 DS7-8 □SSA DS88 □SSC Structural Frame Details. • ES-I A Symbols and Abbreviations. Frame Juncture Details. •ES-) B Symbols and Abbreviations. Aluminum Frame Removable Sign Panel Frames. • ES -2 A Service Equipment. Removable Sign Panel Frames. • ES-2B Service Equipment. Sign Panel Moun·ting Details Laminated Panel, • ES -2C Service Equipment. Type A. • ES-3A Signal Heads and Mountings. OS 9-12 Walkway Details No. I. • ES-38 Signal Heads and Mountings. • s 10-9 Walkway Details No. 2 • ES-3C Signal Heads and Mountings. •s1 I -10 Walkway Safety Railing Details. •Es-4A Controller Cabinet Details. D Sl3-I0 Pile Foundation. • ES-4B Control !er Cabinet Details. OVERHEAD SIGNS-LIGHTWEIGHT DES-4C Controller Cabinet Details. DSl4A-5 Balanced-Single Steel Post Connection. •ES-5A Detectors. and Mounting Details. •Es-58 Detectors. DSl48-4 Balanced-Single Steel Post Details. •Es-5C Detectors. EJSl5-8 Type A, Connection Details. TRAFFIC SIGNAL and LIGHTING STANDARDS DSl6-7 Type B ,Connection Details. a ES-GA Type I Standards and Pushbutton Posts. DSl7-8 TypeC,ConnectionDetails. " ,. •ES-6B Typesl4,15and21. Sign Panel Mounting Details,Laminated DES-6C Type 15-SB Panel, Type A· DES-6D Types 30 and 31. Light Fixture Mounting Details. □ ES-GE Types 30 and 31 Base Plate Details. Post Details. □ ES-6F 10 Degree Type 35. Foundation. DES-GG IO Degree Type 36. GVERHEAD SIGNS-BOX BEAM DES-6H 10 Degree Details. Instructions and Examples. □ ES-61 10 Degree Type 36 Foundation and Slip Base Two Post Type Frame Members.· Details. DSISA-8 DSISB-7 DS20A-7 DS20B-9 DS21-4 DS22-2 DS23-4 Two Post Type Frame Details. DES-GJ Case I Arm Loading,Wind Velocity=70MPH DS24-4 Two Post Type Cantilever Frame Details. Arm Lengths I 5 'to 30 '. □S25-4 Two Post Type Frame Juncture Details. DES-6K Case 2 Arm Loading, Wind Velocity= 70 MPH DS26-5 Two Post Type Post Details Arm Lengths 20'to 30'. DS27-5 Single Post Type Frame Members. • ES-6L Case 3 Arm Loading, Wind Velocity= 70 MPH DS28-5 Single Post Cantilever Frame Details. . Arm Lengths 20' to 45 '. CJS29-4 Sing le Post Cantilever Frame Juncture Details. DES-6M Case 4 Arm Loading, Wind Velocity= 70 MPH DS30-6 Single Post Cantilever Post Details Arm Lengths 25' to 45 '. DS31 -3 Single Post Butterfly Frame Details. DES-6N Type 40-0-80. □ES-6U DES-6V To accompany plans ,doted ;fforeml;er l.i 1978 01STR1(T OU~TYP'-)UiE p~':,tM>1e<;,-Totai P,o,ect St:t~}T 1 _,v:~•_l II 5D 78 I. I-/ 1.9 3 63 Slip Base Insert for Type 10 a 15 Left Turn Signal and Sign Standard Type 33. TRAFFIC SIGNAL and LIGHTING DETAILS • ES-7 A Electrical Details, Structure Installations. • ES-78 Electrical Details, Structure lnstal lotions. • ES-7C Electrical Details, Structure Installations. • ES-7 D Electrical Details, Structure Installations. • ES-S Pull Box Details. DES-9A Cantilever Advance Flashing Beacon Installations, Types 9,9A,98-Details. DES-9 B Cantilever Advance Flashing Beacon Installations, •ES-10 I.ES-II □ES-12 •ES-13 □ES-15 Types 9, 9A, 98-Details. lsolux Diagrams Foundation lnstal lotions. Pedestrian Undercrossing Fluorescent Lighting Fixture . Wiring Details and Fuse Ratings. Pedestrian 0vercrossing Fluorescent Lighting Fixture. FLUORESCENT TUNNEL LIGHTING FIXTURES DES-17A Luminaire Housing Fabrication Details. □ES-178 TypesEandC. DES-17C Type E and C Luminoire,Reflector Fabrication · Details. DES-17D DES-17E DE$-17F DES-17G □ES-27 DES-28 Type E-II Luminaire Installation Details. Luminoire Ballasts. Luminaire Feeder Connection Details. EXTINGUISHABLE MESSAGE SIGN Extinguishable Message Sign, 10" Letters. Extinguishable Message Sign a Flashing Beacon Installation. FLUORESCENT SIGN LIGHTING DETAILS DES -30 3611 Fluorescent Sign Lighting Equipment. • ES-31 72" Fluorescent Sign Ughting Equipment. • ES-32A Fluorescent Siqn Lighting Equipment. DES -32B Fluorescent Sign Lighting Equipment. • DS32-4 Single Post Butterfly Frame Juncture Details DES-60 Case I Arm Loading,Wind Velocity= 80 MPH · "AS BUil r·· DS33-4 DS34A-5 DS39-6 DS40A-I DS40B-I ns4oc:-1 Single Post Butterfly Post Details. Arm Lengths 25' to 30'. Sign Panel Mounting Details, Single Sheet □ ES-6P Case 2 Arm Loading, Wind Velocity= 80 MPH Sign Panel. · Arm Lengths 20' to 30'. . Box Beam B Closed Truss Alternative • ES-6Q Case 3 Arm Loading, Wind Velocity= 80 MPH Foundation. OVERHEAD SIGNS-BOX BEAM Arm Lengths 201 to45'. . CLOSED TRUSS ALTERNATIVE • ES-6R Case 4 Arm Loading, Wind Velocity= 80MPH Two Post Type·Frame Members. Arm Lengths 25' to45'. Singl/andTwoPost Type General FrameDetails.,•Es-6S Details No. I. RihhP.d Sheet Metal Detl'lilc:.. l•ES-6T Details No.2. YEt\R COMPLETED. I-Z3-80 1) W G-'lOS' -9 STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION STANDARD PLANS LIST ( MARCH ,1977 EDITION) The Standard Plan sheets indicated by a marked box are applicable to this CONTRACT NO. 11-040974 ----I ------ ' X X • ; Q X J; <l: LlJ • c.,:, • <l: • ' LlJ • E co E ~ ' I ~ Q:'. • c.,:, > [ , • 0 < , -, E Q ~ LlJ • V, • ~ ' ·a, t -.J ' ~ , ~ c.,:, . ~ • ' 0 X 4 109+80.34 P.0.T. F.R.S.= 105+10.00 P.OJ. C 109+69.44 P.O.T. F.R.S= 105 + 00.00 PO.T. C --------------------- ---------------------- 104 / / / / --/ ---/ '10' RT 104+00 + BEGIN CURB ' -I , i ' I I I I I I I I I I 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 I I I I I I I \ 1 5 I I I I I 0 -~ -w z .9 2:; 0) UJ 0 '-J • 0 w o_ -----------------------------, I '"-I 0 0.,, rn -------------------------- ' \ \\ I \ I \ I ' \ \ \ \ ' i I I I ' \ I I I \ I \ I .\ \ I \ I \\ I \~ \ \ \ \ \ \ \ \ \ • I I 11 I I , I I I / I II I I I I I I I I I I I I, 1: I I 11 w ~ 0 w 0.. >-1- I 11 ' 4 11 11 l1 l1 II II // /1 ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, it 1 6 -a) ANGLEII PT, I 107 f10 +20 ---I B3, CU ----i -t---~~L WHEELCHAIR RAMP --,, ___ L __ -------------II __ I_ ---------------:--------,,------~-"" (\J II) L', ~ 44°091 3811 R=46' T = 18.66'' L= 35.45 6.=57° 33' 51 11 R=40' T= 21.97' L= 40.19' 1 I 1 7+ 3 2iE I FLARE ME"ET EXIST. DIKE /_cx,sT. 21" SEWER TO BE RELOCATED 13' LT. 110 + 90+ F. R.-S. FRS t,. = 39° 27' 46" R=400' T = 143.47' L= 275.50' NOTE: FOR R/W DATA AND ACCURATE ACCESS DETERMINATION, SEE RECORD MAPS AT DISTRICT OFFICE I ,J I I I I I I I / I R,5/ 11 I , +7 5 15' RT 107+33 CTR. 2.5' R EL ------------------------ 11 SD 78 1.1 / 1.9 I CAMINO REAL N 03° 45 47" W \ 108 +215 +5o +7 s I 109 I 11 J I \ \ I \ I 6 ---111-_______ _____ --;r:;,: _::::.._-_-=-_:c::_ -~ ~=M _v E _:x Is T. _: u_R ~-~-k ~ = = _ l _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' / 1? ¼ R-5 i,:~:54,':, '\', _: ~-=-= \~ \_ -~J; ... -__ it '~00 "L +-1il-{_/~<;)_~_<;)----!--i ~, _,,<;) 1 1~~<;)+18.18 P.~:i~/ ~'1-"'() \\ \ \ \ \ I \ \I \ ,, \~ \~ \ ~ ~I. I \ --,\¾: \~ -~o 90 \0 ~0.65 <D ii cc \ \-~ A2-6 CURB ~WHEELCHAIR RAMP \ ~ ~ 59' Rl 108+ 10:+: C END A2~CURB BEGIN B2 CURB ~ ~ ~ 'l ~ ? \ \ \ i\ s' s.w. cs p 79' LT. 110-i-64,86 P.O.T, C-4= 78' RT. 108-1-7 3.17 P.O.T. C 'AS B CONTRACT /1-040 9 74 • YE!\R COMPLETED. 1-Z3 -80 CONSTRUCTION DETAILS SCALE :1"= 20' z 0 0 "' N \ ' I I X X \ :z 0 0 "' N - \ \ \ \ \ I \ \ I \ \ I \ \~ \ /\ \ I \ \ \ \ \ \ \ \ 110 +40.39 P.O.T. 109+98.07 P.O.T. ' ', \ \ \ f -1. ~ ,SJ ~ 0 ~ C-2= C-1 = ~ -~ ~-t 112 + 41.00 P.O.T. C \ \ WHEELCHAIR RAMP \ \ MATCH EXIST. CURB ALIGNMENT \\ \ 481 LT. 111+72.50P.O.T. C= \ CTR. 5' R ~ ~ ~\ "' I\\ \\\ \\ I ,, \ I -______ L ________ = -----------------,----------------- I I --------------, --L -..::::::-..=-...=-....==:-..:=..=-. .=-...=-...=-.=,.=-.=-..::::::::::--=-..===-=LY\/ \ ------------------- \ \ \ I \ \ \ . \ \ EL CAMINO' REAL R=S' R=561----' --x--------1 N 03° 45' 4711 W +25 +7 5 ' I ' .......--, I i a I X .. ~ -ll • • • • • ¥ • j f 1---+--1~ 1 \ ~ \ ~ \ ~ \ ~ ~ ~ c:i I -; \ X 5 . --., I \ I \ I \ \ \ \ \ \ ~ \ \ \ \ \ Q) \ \ t- \ I \ \ \ \ I \ \ \_id; I \ \ \ \ \ I \ I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ 111 59' RT. 1124-15 :!:: C END A2-6 CURB MEET EXIST. CURB NOTE; FOR R/W DATA AND ACCURATE ACCESS DETERMINATION, SEE RECORD MAPS AT DISTRICT OFFICE 11 !2 WHEELC RAMP ''C" LINE +2 5 I i I/REMOVE EXIST CURB ...;---=--=----=---=--------:... l!1 L(1 I I I I I I IV EXIST. I 18"CSP -I() l() z a a 0 !'.! I I 11 2250 W I Pop Md.,i ' Sha .. t I " 2_~td P•o1<>ct No. , -1- SD 78 1.1 / 1.9 5 ---·--------, /_7 _; -c:, ( ;? (' ,-YA I r-o ,,, (.,,v'L. \ -• c~-,,, C0:., .. , ·; 1 r ,i, 'Ji l ~ / RFGISTERfD CIVIL ~NGINHR (' , NO 23688 I I I I I I I I I I I I I I I I I I I I C LINE 6 = 22° 5 8' 0 0" R = 1000' T = 203.15' L= 400.84' Total Sh~et, 63 I t._ --\ ...... , ---- \-'---r----'-----' ---........ ____ _ • I ' "''"-=-. r:=-=-==:7 5,=:-~11-.-_L_L_,.±+215 ,----,r-J ____ 1_--o,__J ____ jJL_ ___ L_J--,J __ :i---lL--~l-----------_..!R!_:=;!_!lO~O~OL' ~1~~6~- +5 · +80 +90 113 +20 +30 +40 -t50 +75 I I I I I I I 114 + 25' +50 +75 + 2'J j 11 I CURB ~, o? /4,-+-R-30' \ ---------------- ----------------------------- 114-t-89.52 8.C. =-------- . + \D 60' RT. /'0 +69.61 C ~ 9' s.w. + p 0 0 \\ ,!;;-----------J--------I ~ 1:f ,,t --/-'<.---------J--2000 W ~ MEET EXI T. DIKE / / 11 • () n ~-32'LT. 110+ 69.3b C-1 / , 110+09.25 B.C. FRN-= I ----------------------1 11 3 + 9 0. 0 0 P. 0. T _ C ' J .... . I I. f fl ::: I / -\_ REMOV EXIST. FENG:E / / /J INSTA CL-6 FEN(E / ~ JI I I 1 1111 I / 6=82° 15' 0411 6. = 50° 42' 13" R=30' R= 30' T=26.19' T=14.21' L=43.07 L = 26.55 32LT. 110+83 C-1 END A2-o CURB BEGIN TYPE 'i>:' DIKE I 11 I / I JI I I J II I I FOR f1EDUCEIJ PLANS I f II I I I I (j I I I I I I , I/ I I I I I I V) :::-c-v 0 3 / I I FRN !', = 25°51'52" R = 300' T = 68.89' L = 135.43' WORK NOT A PART OF THIS CONTRACT (TO BE DONE BY OTHERS) "'AS BUil T" CONTRACT I I -040 9 74 YEAR COMPLETED 1-Z.J -ao CONSTRUCTION DETAILS SCALE :1"= 201 -- ' X 110 _J 4. \J.1 0::: 0 1\ 4. u _J \J.1 --x ... --------------· ct: > ~ "-' ~ ~ • ~ • "-' • ' .,, ' ~ ' t ~ ct: • (!) • ' ii 0 0 ~ . -, ~ 0 ~ "-' ' <J) • ct: • ·a, 'S[ Ji -.J • • . i (!) a . ~ • 8 ' :,.. I • ct: • 'S[ ~ '-" } 6 . \.) . -, N -..- :;: 0 0 0 N • "-~8.07P_O_.T_. _C_-1_- 112-+41.00 P.O.T. C 109t-22.24 PO.T. C-4 = 107t-30.00 P.O.T. C \ 37' RT. 10 6-tEl4 C BEGIN FENCE RE~OVAL NOTE: 12' RT. 111+ 90 :<:: C-1 BEGIN B 2 CURB FOR '<.l'N DATA AND ACCURATE ACCESS DETERMINATION SEE RECORD MAPS AT DISTRICT OFFICE :;: 0 "' I'- ~ I u u ' aJ N lO r--: <;I" + N ~ ~ r ' ' I 11 ' ---·-·-------'--- 11 C-1 Ll = 08° 451 2011 R = 1500.00' T = 114.83' L = 229.22' . . C! z d) 0 r-----LO 1- • l/l <;I" z co <( + Cl:: N I-~ -5d RT. 112~00 C-4 END FENCE REMOVAL &REPLACEMENT \ ~\ u\z ,10 u·-, ii-o-n:. \ u) ,z 0\ <( ~ Cl + I-~-..-0 ..-N ..-~ N a -z ll.l ..-u u, u.l ' 'q" \ C() I f;\ -..- z \--a: (.0 EXIST. DBL, so" RCP -ll.l N en .- "AS BUil T .. CONTRACT ll-040974 YED,R COMPLETED.L.:...2.3-80 -------~---~ -------·-· -----... I :;: I 0 0 "' - \ CONSTRUCTION DETAILS SCALE :1'!,, 201 X X X i ., • • ~ 7 1i -~ .t :,... ct: .._ ~ . t..l . .., 12250 N -=c::=-c.:___ __ - I I LJ C-3 t,,. = 08°101 2011 R= 3000' T= 214.31' L= 427. 901 .__ ~ '1 c:,. n; I I ,, 11 I n; WORK NOT A PART OF THIS CONTRACT (TO BE DONE BY OTHERS) ---~ - E EXIS . r /KE II ~ u 0. z w 0 (Y) N I-I u \D l/) ID z u: '& w "' + I- N \D ' \D, 0 0 ID ~ (\J "' ~ f--' + _J 0 <.D ' z 0 (\J w ~ ~ FOP HEDLJCEu f'l.MJS EXIST. 24''xs' CSP ~ REMOVE EXIST CURB 0 2 ---l ~ 0 "'"' '1, 293.88' 109 I l>u· 11 SD 1 78 -__ L ·"· Po,l Miles Io, ,·I Projed Sheet No. 7 1/J/v~· /ol,<AA..-l_,.. ,k,, 'J'', 1 NC,IMrn REGISTERED CIVIL ENGINcER --....::r~ 110 110 +40. 39 P.O.T -~ O.T. 109 + 87. 57 ROT. C-3~ 107 + 50.00 PO.T. C C NO. 23688 w z _J 3e 0 0 0 OJ I Total Sheeh 63 I I I . X X --:x ··•·-------------· , • 0 X .1i ct: lu ~ <.!> • ~ ffi ' • E co E • V, t "t ~ ct: • <.!> > [ . • < 0 . .,, • ; 0 "" i ~ ' ct: ·a. "t ' w ...J ' ·r <.!> 0 . "" • ; 0 X i :,... ' ct: ·a. 'a: ' <.!> w 8 ¥ ! <.::> ' -, Ill'!-.· fO,t,s, Df'D OE,92-PI'" rREY.fl-z-1,_ ----------~--"""'---~---~-.....Jl.-~----.:------...__-----~---~--~---~..J..--.:--------:~--~--~--'""""....:.._~ __ ~-r----..1...--------------------------.1---,_,.,...--.... ,--1,J;-,,. ...... ,, .... ,,.__""''--------:--....-- ! •·.,• ,,,,;,,, ! '-.heel Tu1a! CL:- .. "' . ; ' ... · ·· · 5' SW TYPEA D E~ @ PE G3 I 2 12x GRA H= ( SEE NDARD FOR AD TIONAL = 54.45 . •• . • • • • . . , . '----"'J-.' EM OV E TALL 24 8 ° ELBO = 0 ' ·s:r " s p & WI. \ --- A 114+2 ALE: 1'~ ' ,- 1 I CU OFF EXIS 3'-6" -LOW Fl 11·1,-,.,I ~-_:~~~~~-~ PRE ST CONCR TE CAP F EXIST! 36" OMP '-6"X 3'-6" " WI # 4 12" ------._--.~ SECT N B·B N STA 8 .. 50 C-LT . SCAL 1•::2 1 ----J I I ~--'<,---RECO JRUCT 55' LT. 11 ,+26 C • K\Si r () , I 12' 12' 111 131 * & 12' 12' ~ 41--' # ~ TEMPORARY· STRIPING ( LOOKING NORTH ) SCALE: 111=10' 67' EXIST. I YPE SOE , 11 SD ' I •. , TEMPORARY RAILING TYP::: K 361 i:-x1sT. rYPE 50 -------------I WORK NOT A PART OF THIS CONTRACT (TO BE DONE BY OTHERS) 0--=o-= = ::::--= ==-==-=-==== ~6-, --1-67' j • TYPE SOE • • TYPE 50 .. CONCRETE BARRIER ROUTE 78 STA 110+00 TO 111+03 NO SCALE • Nv Sh.,e,r, 78 A/oyember 1-,; /978 ··As BUILT" COI\JTRft.CT · 11.:.o4O974 YEAR COMPLETED. I-Z.3-80 CONSTRUCTION DETAILS SCALE: AS SHOWN &Revised for Addendum No. I dated January 12 1979 . ' ? 3 -, ~'-' -·------.. ---- (' ., • . Pc,,t Miloa, Sheet TDl□l • f•,1<,I t'ro,.,,t No SheetJ * z ...J Sf BITUMINOUS COATEDlHH, 1.1 / 1_9 >,~ ct LU " 11 SD 78 9 63 ~{-LU 0 0:: CORRUGATED ~ ~ z ~ ...J 0 I-LU LU C) z 1 J? -(°_ ~Ji UJ ...J z. V, V, t--<C c:: STEEL PIPf • ; ~ <C LU V, • D R A I N A G E L I S T LLJ :::, Cl (IN PLACE BASE cc t-c:: LLJ ...J t-~ , t-I-z ~ ...Ju "' :::, <C c:: UJ C..J 0 Q <C <C z <C "" C) UJ t, I c:: :::, < AND u u :,:: C) co LU u C) <tl-<_,!Sll-fd D C IVtt E~GNEf:-R C..J c:: uJ uJ z THICKNESS CL U z 23698 z I-::c D.. C) UJ <C LLJ <C (/) UJ u ...J -h(; X C, V) -c:: I-I-<C I-I--<C cc ::..:, uJ Q. -SURFACING <C cc <C co ...J N <C I-LU c:: ~ '-" <.O '-" <C '-" ...J (/) I-c:: C) ~ 0.079" 0. 138" UJ UJ LLJ LU z :,:: "' UJ <C z NOVEMBER 13, 1978 C) z ~ C..J c:: CL c:: c... -c... (/J 0:: :,:: t!l -z -...J </) '-" >-<.O >-> (/) <C t!l CL C) <C WORK -"" uJ uJ -t!l t-<.O t-<C <C ...J '-" (/) Li.. c... TO BE DONE "" ~ 0:: 0:: "" 24" 36" <C ~ <C ~ c... ~ C..J <C <C ~ NO. LOCATION DESCRIPTION CY EA. EA. LB. LF LF STATION TO STATION TONS TONS TONS CY TONS MINOR CONCRETE ( MISCELLANEOUS CONSTRUCTION) , I 108+85 11 C" RT. 36" CSP 25 PCC SIDEWALK 0. 33' THICKNESS 105+25 11c11 TO 105+95 11cn 17.3 I . 0 0. I ------, 106+90 11 C11 TO 109+10 11 C11 205.8 --I I . 9 --1.0 WIDTH* 110+75 11 C11 TO 115+65 11 C11 321.9 --18. 7 --I. 6 STATION TO STATION FT. LF''' CY 110+72 11 C-111 TO 115+95 11 C-I 11 137. I --8. I --0.6 nc-211 I 10+00 11 C-2 11 149.7 8.9 o. 7 65' RT. 105+44 II C II TO 52' RT. !05+76 11c11 5 36 2.2 103+68 TO ---- 135.9 8.0 0.6 52' RT. 107+03 "C II TO 60' RT. 107+25 11c11 5 28 1.7 104+00 11 C-3 11 TO 108+90 nc-3" ---- 9.0 0. 7 60' RT. 108+10 11c 11 TO 48' RT. 108+88 II C II 5 92 5.6 4a I I 1+25 .. c_ 1 •1 LT . REMOVE HEADWALL I 109+70 11 C-4 11 TO 116+30 11C-4 11 150.6 ----49' RT. 111+04 11c11 TO 18' RT. 110+62 lie 11 5 117 7. I b " II II 24 11 CSP 3 SUB TOTAL 11 l!l.3 --65.6 --5.3 60' RT. 112+70 II C II TO 60' RT. 113+44 lie II 8 80 7.8 C " " II 36 11 GMP W/36R GRATE 0.30 236 5 111+00 II C-111 TO 115+97 11 C-111 56.4 564.3 36.0 148.5 0.2 103+68 "C-211 TO I 10+00 11 C-2 11 20.4 344.4. 21.0 90.7 0. I LT. 107+05 II C II TO RT. 109+12 11 C-3 11 5 10 0.6 104+00 "C-311 TO 108+87 "C-311 48. 2 481.5 30.7 126.7 0.2 LT. 109+35 11C-3 11 TO LT. 107+75 "C II 5 10 0.6 , I 10+00 11C-411 TO 116+26 "C-411 58 ,,5 584.8 37.3 153.9 0.2 LT. 111+75 "C 11 TO RT. 109+60 11C-2 11 5 10 0.6 X 105+25 II C II TO 105+94 11c II RT, 16. 5 164. 7 10,5 43.3 0. I SUB TOTAL • 26.2 f 106+84 II C II TO 107+55 11c11 RT. 12. 8 127.9 8.6 33.7 O. I d 108+50 •c-2 11 RT. 24 11 CSP 8 ' 11c•' 36, 6 356. 7 23.3 96.2 0. I 107+78 "C" TO 109+16 RT. 6 107+25 "C-·3 11 RT. RELAY PIPE OOWNDRAIN I 110+82 II C II TO 112+20 lie II RT. 26. 7 266.6 17 .0 70.2 0. I A 2 -6 CURB --·~,,-112+46 11 C11 TO 113+57 II C 0 13.5 I 01,2 6.7 35.7 0.1 TOTAL 0.30 I I 236 11 30 STATION TO STATION LF''' CY SUB TOTAL 289.6 2,992.1 191, I 798.9 1.2 64' RT. 105+44 11c11 TO 51 I RT. 105+95 11c,1 52 3. I I , TOTAL 1,407.9 2,992.1 256.7 798.9 6.5 5\ I RT. 107+02 11c11 TO 70' RT. 107+38 II C II 56 3.3 ., 59' RT. 108+ 10 llctl TO 48' RT. 109+ 17 11c1• 114 6.7 48 I RT. I 10+86 11c11 TO 60' RT, 112+ I 5 11c11 140 8. 3 REMOVE GUARD RAILING 89' RT. 112+61 _ 11c11 TO 59' RT. I 12+ 15 "C" 114 6.7 STATION TO STATION LF PLACE ASPHALT CONCRETE DIKE I 10+70 "FRS 11 LT. TO 105+76 11 C" RT. 110 (0.5',TYPE Al 107+05 11 C11 LT. TO 109+12 "C-3 11 RT. 12 o. 5 • 109+35 "C-3" LT. TO 107+75 "C" LT. 12 0. 5 109+95 "C-4" LT. TO 108+00 11 C" RT. 35 STATION TO STATION LF • 111+75 11 C11 LT. TO 109+60 11c-211 RT. 12 o. 5 108+50 II C II RT. TO 108+90 11 C11 RT. 40 ,34' LT. I 10+48 11 FRS 11 TO 14' LT. I I 0+90 11 FRS 11 46 111+00 II C II RT. TO 111+25 11C11 RT. 25 32' LT. I I 0+85 11 C-l 11 TO 20' LT. 114+40 11 C-I 11 358 SUB TOTAL 29.6 107+00 "C II RT. TO 110+60 11 C-4 11 RT. 140 76' RT. 113+40 11 C11 TO I 10' RT. 113+52 "C 11 22 X TOTAL 350 EARTHWORK QUANTITIES B 2 CURB -32' RT. 106+45 "C-3 11 TO 32' RT. 108+87 11 C-3 11 243 36' RT. 109+70 "C-4 11 TO 20' RT. 114+00 .. C-4 .. 428 STATION TO STATION LF'' CY ROADWAY IMPORTED STATION TO STATION LINE LT/RT EXCAVATION BORROW .. c_ 111 RAMP 12' RT . 111 +90 TO I 15+96.84 407 25. I REMOVE CHAIN LINK FENCE TOTAL , 1,097 CY CY 11 C-211 RAMP l03+68.45 TO 16' RT. I 09+28. 45 561 34.6 112+38 TO I 15+53 11c11 LT. 433.4 I ,686. I 11 C-311 RAMP 105+25.62 TO 12' LT. 107+54 230 14.2 STATION TO STATION LF "C-411 RAMP 32' LT, I 10+16,60 TO I l6+26,32 610 37.6 , PLACE 0.17 ASPHALT CONCRETE ( MISC. AREA) ;, 43' RT, 113+ 10 11c11 TO 85' RT. 113+ 45 "C" 50 106+84 TO 107+55 11c11 RT. 90.8 503.8 SUB TOTAL I I I . 5 STATION TO STATION SQ.YD. 107+78 TO 109+45 11c II RT. 308. I 2,899.4 47' RT, 104+25 11c_311 TO 65' RT. 109+00 "C-3" 475 107+ 10 11 C II LT. TO 107+30 11 C" LT, 10 110+55 TO 112+20 II C II RT. 188. 7 2, I 39. 0 37' RT. 106+84 "C" TO 50' RT, 112+00 "C-4" 272 112+46 TO I 13+57 II C II RT. 170.7 560. I B3 CURB ( II C "-LINE l TOTAL 797 I I 1+00 TO 114+40 "C-I 11 LT. 316.7 378.7 ~} REMOVE DIKE ...J 112+25 TO 115+97 11c-i 1• RT. 427.2 949.0 cc z STATION TO STATION LF ->-Cl t-I 470.4 I , 766. 3 -:::, - 11c_ 11. RAMP 20' LT. 110+49 TO 20' LT. 114+40 391 103+68 TO 109+28 11c_2,1 RT. .... t-t- * -z 105+15 TO 107+50 "C-3 11 LT. 222.7 436. I @) '-" "' <C (/) z c:: :,:: :::, CHAIN LINK FENCE ( TYPE CL-6l 104+00 TO 108+87 11 C-3 11 RT. 285.6 I , 229. 7 ...J = C) < I-0 11c-211 RAMP 108+62 TO 36' RT. 109+28 68 LU CO ...J cc <.O : 3 >< z C..J ' I I 1+00 TO 116+26 11c_4 11 LT. 481.0 I, 202. 9 C) .... .... UJ C..J Q STATION TO STATION LF 11c_311 RAMP 20' RT. 106+46 TO 30' RT, I 08+87 243 Cl "" 'It, ...J CL X 11c_411 RAMP 20' RT, I 10+57 TO 20' RT, 114+00 339 110+00 TO 114+00 11c_4 11 RT. 229.7 259.9 STATION TO STATION EA LF LF CY D:: 65' RT, 113+38 "C" TO 85' RT. 113+45 11c II 20 ' • LU 11c11 L-INE 96' RT. 105+24 TO 22' RT. 105+70 96 TOTAL 3,625.0 1,4011.0 • <.:> ~ D:: ' -11 C11 LINE 55' RT . 112+55 TO 75' RT. 113+55 155 10' RT. 104+00 TO 10' RT. 107+03 77 303 303 3.3 • ~ LU • 47' RT. 104+25 "C-3 11 TO 65' RT. 109+00 uc-3" 475 • "' 10' RT. 107+03 TO 2.5' RT. 107+33 9 35 35 0.4 ' .,., . • ' ~ 78 1 RT. 106+94 II C JI TO 50' RT. 112+00 "C-4" 240 2.8 i 10' LT . 104+45 TO 7' LT. 107+03 66 259 259 • <.:> • TOTAL 1,292 , 7' LT. 107+03 TO I ,5' RT. 107+33 9 35 35 0.4 ' TOTAL 735 • a • 41 I LT. 107+ 10 TO 61' LT, 107+30 I I 40 40 0,4 < . ' --, ' REMOVE CURB A N D SIDEWALK SUB TOTAL 172 672 672 7.3 1i CURB ONLY CURB ANO SIDEWALK ' ' Q TOTAL -MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION) 174.6 . :a,; STATION TO STATION CY STATION TO STATION CY \ LU ;, NOT A PAY ITEM I .,., 11 C-I 11 RAMP 12' RT, I I I +90 TO 115+97 25. I 107+05 11C11 LT. TO 109+12 "C-3" RT. I . 5 D:: '<I; "C-1 11 2. 5 •• -J RAMP 32' RT.110+21 TO 12 '.RT. I IO+ 61 109+35 "C-3 11 LT. TO 107+75 11 C11 LT. i • 5 • sH, THE QUANTITY SHOWN IN THIS COLUMN FOR EACH. INDIVIDUAL w • . "C-2" RAMP 103+68 TO 108+62 30,5 LT. 111+75 11 C11 TO RT. I 09+60 "C-2 11 BUILTP ·f I . 5 PORTION OF WORK IS A FINAL PAY QUANTITY. , . , -<.:> A~ Q . "C-311 RAMP 105+26.TO 12' LT. 107+54 14. I :a,; .. "C-411 RAMP 38' LT. 109+69 TO 116+26 41.8 lHH, JOINTS FOR PIPE CULVERTS SHALL BE STANDARD CONTRACT I I -040 974 11 C" LINE 20' • j RT. 107+93 TD 20' RT. 109+ 13 7.4 "C" LINE 20' RT, I IO +80 TO 20 ' RT. 11 I +97 7,2 1) WC-ios-g YEAR COMPLETED. I -.Z3 -80 X 11c11 LINE 7' & 15' LT. 104+00 TO 107+35 7, I f ' • • 11c11 LINE 40' LT. 107+15 TO 53' LT. 107+28 0.2 I • :,.. 11c11 • LINE 10' LT, 112+38 TO 10' LT. I 12+88 1.2 MISCELLANEOUS QUANTITIES •• D:: • '<I; ~ uc11 l <.:> LINE 20' RT. 112+44 TO 20' RT.112+57 0.5 9 • l,) TOTAL 142. I CY . --, , _,. .. ,..,._,.,.,_,,_~--""'''"" "'""""'"· ""·· ,, ' .. ~ . •• , ,p,.,., ~-.. ' , .. , .. , -'•--· .. •·• • "'""'""'·'•~-<>'<• .,._,,._,__,_,,_..." •""'"_,., ,_,,,.__,_,,u-,•~--••--•---"'' ,,, .,...,_..,,.,.---- I ""•--•••=·•"" ,.,..,_w,.,..__.,~,.._-""-"'"'N-• ' I' X X ---x .. -------------- X X j I • ..j 1 2 . l 2. : ·:.---_-_;··· . '•-' ,/,;) i j \.Jn J 3 . '(" ,e•N"o"::tY\ ~" ,:,f•A ""'-' l \{ f',, ' ( r \t -T,/1'-.. ---'-'_"rl_· ~.";'~-;, (¾ff • 104 105 ,.,.,..--r·--·~· ,.,, I ' ···, .. • ,· :·_·_:_-_ .. ,/>··/ ' . -. ,•• ! ,'-'-,,." .,: ,./ ,.'; '. . . . ,_ . _,,,.. . . '~" -/ ' -~--- ·' ' /~ ,······· ;,:,!('·•"; ..--.... --· . . _..,/, u,-,Yf ·.-· ---~ ."' . ;,.;..:_;;---. 40 I' I I .·. .. '-.·,, '. -. . . ·, '• .• , . ;0:--,.',, ·;\_\ \\ / '. 108 I \ I ! I \::\,, \ i ZJ'; t{. t \ rr ..,..,, ..... , > .. 1 1·· : : !j >--* -r·. I ! ' ' I l _j w MATCH LIN[ --..... ,. ,;;,c~: .... . /_,•' ··:·: .. _•·· .. i·t•,Y/. /• ,· .·• .·.· 1 r .. ~ , I . -. . ' /. . ' ' . ' .. '/·./. ·.. . ,1 • . . . •! ~ ,' • ••• ¼ '. •, ·- R60J~ · ! ))'4> ,' /'. / /;;-,: ,,/ . . ,,/ / \ k' '.? 0 ~ d✓ / .,,..-·····(_:· .. .- V• • " : ·/> ', '. :!-<····.:,_ . ~/ ,\ C ':·· 5 () ?. ' 78 / / ·~·•··· -,••,•·-.·--·-; . i '_! P: LEGEND UTILITIES UTILITY ALIGNMENT 15 APPROXIMATE AND DESIGNATES EXISTENCE ONLY 11 116 ' SD 78 ' 11 1 .. ____________ , Po1t Mile, T•,tnl ~,o ~ct 1.1 / 1.9 • .. • Shoot No. 10 Toto! Sheets 63 WORK NOT A PART OF THIS CONTRACT (TO BE DONE BY OTHERS) Vi1J'J'2 INDICATES LIMITS OF WIDENING SEWER WATER GAS OIL PRODUCTS LINE TELEPHONE ELECTRIC CONTOUR SCALE: 1"=50' "AS BUil T .. CONTRACT I I -o 40 9 7 4 YEAR COMPLETED.!....:_23-80 GRADING D,ETAILS • X X X------1 X X I ----...,____llo_Ci□yout Line Two Way Left \ \ \\~ ,_VV---Turn Lone G) CD RIB G77·RESET ~ t Escondido \ ,, T 84 Qfil ~ Oceanside~ - a~ 6" l \ \ I ~ I I lN! 1"1.1.1 J ,. ~1 (\J ·:~1~~' ~ ~ I 0 ~ Meet Existing Stripe ~----- Meet Existing Stripe • IUC:: c-2 103 Meet Existing Stripe @ GB RELOCATE Mission +-Son Luis Rey Palomar Airport~ 9' - V 48" V • 105 /2' /3' Project Engineer Dale I Design Engineer Date -•-" _________ t_::-----=-----t=:...Tf, __:~'.'...:'.'.~~-+~~_!_A~PP".':'o~vo~I Rl_:'.ec~om'.:,'.'.m~•n~d~•d~By~eDo~t~• I ,, 107 DIS't. COUNTY ROUTE POST NILES-TOTAL PRQJECT SHEE"T TOTAL No, SHEETS 11 SD 78 1.1 / 1.9 II 6~ IA_l 1 w-:.,,-;:::::,---- I ~ \ I .. ~R74 (@) • 'IJ ;,_, ¾ ~ y"' @ RIO(Rt) RELOCATE G78 .. A;! 'I' ~1/21 N) . (R IO(Lt) 60" {78) ' 1 'I' -.:; ' i--~ R 11 ® r:;--,.. Oceanside o+ -------ec, " • t t \ "( , ------R 11 A ~ RESET \..:!_,I S'· 6" ----~ ,...,.~ " ~ / /R43@ G25(SII) @ (DG50 ___ ·· ~ ~~ /;:~ I-• _/ / G28(78l >r ~ ?~ -;;-, ---f . @ RELOCATE GS +-Palomar Airport Mission 48" Son Luis Rey~ ASST. DISTRICT TRAFFIC ENGINEER REGISTERED C;L ENGINEER N0.26303 DATE APPROVED ~.J,1,~y,.__.,_e.,._,,m_,.,/20LJ:.,P.rc__t_!'.:..;~µl.9z.,Z,aW:i.._ __ _ G44 ~ .. = /2'.--.,,,.,,,,.,. ~--~--• -------_,,,,., ,.,,, ,..... I W ------_/' 1' ~~ • ~ /2'<:;,; -~ ,·., -___ - Wll(Rtl_,,,,,---0 _/,,if/-, ~r "'""o• o' rr~ ::,c:\"~~-----~ ~ -.::::::========~s====~~=====~ R44 ' .,/' ti /" > ,• ; ' ,~ > -::-::;,;;:;-: -..!'.._;:; ~--====~~========== 0'4-, 11/ • ~ t t ,r = "" I +-e000/,9J r--J / 7' , 13' 1 12' "[? '-z' V G92 ,;:;--,. , 1 • ON[ ~NI I ® RI I A R43@ >, G50~ • G) G28(78) ' RELOCATE G78 60" 68) i--- ffi +-Escondfdo s'-6" • 108 G43"a _ "~I~ ~ "' ~,~ i'--RJ§.tB. RESET STRUCTURE MOUNTED SIGN ____.,., "" .. i... ' I ~ _Jefferson St so" ~ ~ 1/2 MILE _J1'" -18' • I) ~ :I.; ' ' c::r IL--1-Hl-ttll ;!:: ~ • ' I' If ' <\J w et: • - ~ :l: ' * ~ 1 ~ ' ' " " "!: ~ " " . I I I ® RELOCATE G78 @ 60" +-Oceanside 8 ,_ 6" . I I '2. ® 212° MBGR Angle Pt. .-4" Ye//ot,v . H G25(SII)~) G34(Rt) R 43 __./ R ES E T r,:;;:;-., ~ RESET , I ..J w I \ I I I t ' I I I I I I I I I I I I I I I I ' bl, 1. G92 '2Q' G49~ G28(78) / G43"16 ~ "'llli,,. ....... 9o .. R44 ---7 (Cover Bicycle) ~@ ~ Wll(Rt) ~ i; \GG9492 '24' -------\::./ ~ 175' MBGR '< G28(78) G44~ G77 RELOCATE@ ~/~·,t----+-"++-'A,,,.n,,,_,n,.s.l e....!:P:..!ct.~ -"'-',-~::::;::;;;;;.J;=~ 1' Oc;fisi de Ii ·.''. ~ ~ Escondidao+ 84" V @ '::;:---RIO (Rt) ~ @ 81' MBGR (27CV RELOCATE G25(SII) G57 -Meet Existing Stripe 0'-6" I • \\5 . A - 11206 040971 L • I \6 ./\ • 0 ,i.,. . ' I 18 117 c-4 Meet Existing Stripe ''AS BUil T" CONTRACT I I -o 4 o 9 7 4 YEAR COMPLETED. 1-23-80 TRAFFIC PLAN SHEET I OF 3 X X I ROADSIDE SIGN SUMMARY CODE RIB G77 G78 G92 G50 G28(78) G44 l'lll(RT) R44 R44 G92 G50 G28(78) G43 G78 RI0(LT) ,RI0(RT) RI I RI IA R43 G25( SI I\ f::::IMJ T) R6 I -16 GB RI0(LT).RI0(RT) RI I RI IA SHEET NO. I • SIGN NO. 2 3 4 5 6 7 8 9 10 SIGN SIZE WIDTH HEIGHT D 36 II 36 11 3' 10211 84 11 7' 10211 60 11 5' 48 II 30" 21 II 911 2411 25 11 2 I 11 15 11 6.6' 36 11 36 11 4.2' 28 11 35 11 3' 28 II 35 11 3' 48 11 30 11 2 I 11 9 II 2411 25 11 21.11 15 II 6.6' I 0211 1 6011 5' 48 11 I 16 II J. 3 I 48 11 48 11 II 36 11 21 11 5.8' 12 2411 1 12 11 I' 24 11 I 2411 I2a 21 11 15 11 3.2 1 13 7211 ; 45 11 3.8' 14 I 08 11 I 48 11 4' 15 48 11 1611 1.3' 4811 48 II I 16 36" 21 11 5.8' R43 I 17 24 11 1211 I' RI 6JI. 8 I 18 30 11 36 11 3' G78 I 19 10211 ' 6011 5' I C -S D 7' 4.5' 7' 7' 5' 5 I 2 11 7' 5' 5' 5'2" 7' 4.5' 4' 5' 3.5' 5' 5' 3.5 1 5' 5' 3.5' 5' 2' 4.5' 4' 5' 5' 5 1 2 11 7' 1.5' 3.5 1 7' 2' 4.5' 5' 5 I 3.5 1 4' 5' 3.5' 5' 7' 4.5' 4' 5' 6' 4.5' 5'411 5' I .5' 3.5' 5' 2' 4.5' 5' 5' 3.5' 4' 7' 3.5' 8' 6' 5' 5'2 11 7' I E.P. *TO BOTTOM OF LOWER PANEL ON MULTIPLE SIGN INSTALLATIONS POSTS POST SIZE ONE POST LEFT RIGHT 4"x4" 4 11 x6" 611 ,611 611 X gu 14. 5' X X' 13.1' X 12.7' X X I I . 5' X X 11.5' X X 13.1' X X 6.3' X X 12.3' X X 9.5' X X 15.3' 15.3' X 6.3' X X 12.3' X X 9.5' X X 13.5' X X --X-----1 G92 48 11 3011 I--'-' --~"-----t----+---+--G49 21 11 9 11 G28(78) 24 11 2511 G43 I 20 2 I 11 15 11 6 . 6 1 2' 4.5' 4' 13. I ' X R44 I 2 I 28 11 35 11 3' 5' 3.5' 5' 11.5' X R44 I 22 28 11 3511 3' 5' 3.5' 5' 11.5' X I'/ I I ( RT l I 23 36 11 36'' 4.2' 5 1 3.5' 5' 12.7' X G92 48 11 30 11 G49 21 11 911 G28(78) 2411 25 11 G44 24 21" 15 11 6.6' 3' 4.5' 4' I 3. I ' X G77 25 102" 84 11 7' 5' 5' 5'2" 7' RIB 26 36" 36 11 3' 7' 4.5' 5' 14.5' X RI0(RT) 27 · 48 11 16 11 1.3' 1.5' 3.5' 4' 6.3' X G25( SI I) 2411 24" G57 27a 21 11 15 11 3.2' 5' 3.5' 5' G25(S11) 24" 24" G34(RT) 28 21" 15 11 3.2' 5' 3.5' 5' R6 I-16 29 72" 45 11 3.8' 7' 4. 5' 4' 5' 15.3' 15. 3' X GB 30 108 11 48 11 4' 5' 4.5' 5'411 5' X R74-2.I 31 3011 4211 ln1 tallatio Is Included I Electr col Wok R74-2.I 32 30·· II " " " " CODE· SHEET SIGN NO. NO. WIDTH HEIGHT SIGN SIZE D C E s D LEFT RIGHT 4''x4'' POSTS POST SIZE NOTE: 1. Exoc1 location of Signs ond Posts to be determined by the Engineer. 2 . For single wood post length, use "Left" column, under "Posts". X Project Engineer Date Design Engineer Octe Approval Recommended By Date X X X X 1 X I X X ONE POST TWO RELOCATE POST RESET X X TWO POST RESET I RELOCATE I RELOCATE • RESET RELOCATE RELOCATE RELOCATE RELOCATE RESET iREL0CATE i I I RELOCATE RESET i REMARKS COVER BICYCLE COVER BICYCLE BACK TO BACK BACK TO BACK COVER BICYCLE COVER BICYCLE r R43 ON BACK REMARKS I MARKER TOTAL !>TYPE G, CLASS 2 26ea. L-----------'--· -·. METAL BEAM GUARD RAILING {MBGR) CABLE ANCHOR ASSEMBLY SHEET LOC. BREAKAWAY -~ SG L DBL F REMARKS f-----1---+'--T....,_Y,,__P=E_,A--'--+T'"""'Y'-'-P-=Ec-=B-+--.....,· 1---·--+_L_._· -~------1 . TOTAL 2 468 MBGR LOCATIONS 2,3,4 SHALL BE ATTACHED TO BRIDGES SUMMARY TOTAL RESET ROADSIDE SIGN ( WOOD POST) 3 ea. RELOCATE ROADSIDE SIGN (WOOD POST) 7ea. ROADSIDE SIGN -ONE POST 20ea. ROA OSI DE SIGN -TWO POST 2ea. I 1206 . • 01ST. COUNTY ROUTE SHEET TOTAL POST MILES-TOTAL PROJECT NO. SHEETS I I SD 78 1.1/1.9 12 6.3 ~/-~ ASST. DISTRICT TRAF~~ED CIVIL ENGINEER DATE APPROVED • ' N0.26303 tfloyemau 1.i 1919 "AS BUil r·· CONTRACT I l-0 40 9 74 YEAR COMPLETED l-2.3-80 ·- TRAFFIC PLAN SHEET 2 OF 3 040971 , X X --x----------1 i Q X Ji ~ • ~ • ! ' § m 'i • • • ~ i Q ! •• ~ • I , j X s ., ~ • ~ I 3 .J ,t . FORM HD 92 PF -----__ , _____ RTE 78 t I' t l -:> 8' ~ E. P-, OFF-RAMP 1- IJ ----- Romp £,p~ 24' -r --~--l ' t ~;,-•---------------------------------~ f 2J .. ~ 24' ~ ---------------------------------------,--- Line E. P. _/ ?4 I Main DETAIL 17 RAMP LEFT EDGE LINES LEGEND: Type A 0 Type J..: ...c 2" @ DC 2"__] El [I E . P. 7 ~ T I 24' I 24' I Type AV Type G . Type C §] Type GC Type D ~ Type H DETAIL 18 I • ® I] 0 IE White Stripe ~I --~I Yellow Stripe ~ • Direction of Travel INSTALLATION AND QUANTITY SUMMARY . LOCATION DETAIL i----------.:--:--::-:-'.:---::-==--=-=-=-:-:--:-=----.-----P_A_V_E_M_E_N_T_M---::,-,-~-R K_E_R_Q-'--U-=A-=N=T__,I =-=Tl-=Ec-S--=----------------1 NON-REFLECTIVE REFLECTIVE NO. TYPE A TYPE A Y TYPE C TYPE D TYPE DC TYPE G TYPE GC TYPE H White Yellow Red 8 Clear Yellow Yellow Clear C leor Yellt>w • RAMPS 18 • t-------t-------+----------+-----+-----+-----+-----+-----+----+----+----1------t----.. t--------t-------+----------+-----+-----+-----+-----+-----+----+----+-., ---1------t----.. ;------------i------t--------1 t-------t-------+----------+-----+-----+-----+-----+-----+----+----+----1------t------+-----+------+----·-· ·-------, t------+------+----------t-----t-----+-----+------+------+-----+----+-----+------ti------------,--------r--------r------, TOTALS ---+G= --------~ I ' I MARKER DETAILS TYPE A a TYPE AY } ·~1 / i -·-· 0 0 0 sr -0 sr TYPE C a TYPE D 1.75" _,,.-I~ • 1 --ro 25" r o ss" /1' I J 1'-;-:Ii_ ~ _.,, 4 " ---"----i--L-o 0-6~" ~, - "' r--,, -t----t ---t,-r---~ o~ . ''L ~ 0 75" " I LJ l I TYPE DC I TYPE G S TYPE H TYPE GC 0 st • Poit M,le, 5h0e, Toto I r otol Prore<f No St"•~~ 11 SD 78 I.I /1.9 /3 6.3 ASST. DIST. TRAF1'1C ENGR. RfC,ISTFRfD c,v,, fNGINEfR NO. 26303 DATE APPROVED Alorem/Jer 1$ /978 AS BUILT'' CONTRACT ll-040974 YEAR COMPLETED l-2.3-80 TRAFFIC PLAN PAVEMENT MARKER DETAILS REFLECTIVE SURFACE @W/4 SHEET 3 OF 3 Details Approved: Chief, O~fice of Traffic Engineering Date REVISED 5-25-78 11206 040971 I \4 Laminated sign panel Typ~ A (to remain)-----+------ Mounting bracket L 5x3xt (.s(J/voged) See Detail A t_ Anchorage see Alternate CIP Bolf Anchorage -~---------r--------------------,,,---,----------------------,---------'-------·--------DIST. COUNTY IIIOUTIE POST MILa..--TOTAL NOJECT ----// SD 78 I I //.9 I-I 63_ a2-..#..<'-,.,~,-_A,....~'-9-ifl-'78 ;1S"G 72 LJ ' /Top of sig,1 poro//e/ lo oec.f Top of deck' !09-l-6A.2! "C" \ /;09-1--88. 21 I Rle 78 ----- • i • Safety rai I ing ~ (~o!voged) '\__) TYPICAL MOUNTING BRACKET ASSEMBLY .c -Q. Cl) "O C c,, (,/) Walkway bracket (salvaged) 5" ·~r- II Provide 1/2 hex hd bolt, nut, flatwasher and lockwasher(n~w) ~ ~ -~ r<> I II I~ "" I ... --~ MOUNTING B'RACKET ANGLE DETAIL IS IIH N03°4547"W ' I 110 ~ -\ / / / I I __ _,-----T-t-------------7---__ I ' ' Widen 1170._.A To Oc~an.s1qe ./ ____ __, ' -I I LOCATION PLAN Scale None Br No. 57-,05 Exist1nq F/tV/31 ,S/0..-1 ., ' -------~-----------------J {i;rder Sa/hf ---__ ]-"--+I ~9,, MOUNTING BRACKET ASSEMBLY SPACING l ,~~ = 1:.--=-=-.c...-=.c=-~ -i=.f=::...;-E_d ge_of sign pane I = -::f!:J.E--1 --"-0 Iv;• lg. galv. "Allen Head" set screw lubricate thread with graphitized grease. Top of deck l Anchorage Bar 6 X 1/2x o'-8" Bar 51/2 x 1/2 x o'-6" Slot 2" x 34" SECTION E-E 34' stud bolt / 3" lg sleeve nut ~· X 3 1/21 lg. hex. hd. bolt. Preset in cone. ~..__,._Tot a I 2 . .--''-----1-...L..,Solvaged • See Note 2 2 !,I." min. I" min. thread length \ \\\ Tack weld L 3x3x%t- new = -0-I Outside edge __.-l 3fi 6 I 211 ■ 211 I Z" I 211 of sign ponel . b 1" I · Slot o/91 x 3 Existing DETAIL A --i 1-- Walkway chain angle SECTION F-F Walkway'\.. ' L ,r ,// .i I II Safety L t Anchorage, I _,,.c._..L 5x3xk,xo'-7'' new DETAIL B I 0-9 -t--+-+-+-+---1 IL ----iF+rt,ziij:i:z1=!0~+:==tx 3/z x /8 x I -2 1, f Walkway ..___l~~=cTu+.;:-==1---i~~~lls ~~~-_L__- + ---_ + -bracket ~Mounting 34>" hex hd bolt, nut, bracket flat 8 lock washer 8 beveled washer Tot 4 (ma!/ be .field dr1/led)· SECTION C-C Ft washer Bar 2 x v4 x o'-2" double hex hd. nut ------,.!.,------4'; lg. steel stud galv. ) Bar 2 1/2x 1/4 x 01 -IO (New) 4 II EXPANSION BOLT ANCHORAGE ALTERNATE CIP BOLT ANCHORAGE "AS BUil T .. CONTRACT I I -O 4 0 9 7 4 YEAR COMPLETED I ·Z.3 -BO C2J--Standard Pion Sheet No. Q-Detail No. Notes: I • For detail not shown see '' Standard Plans". 2. The exterior mounting bracket to face outward to accomodate the walkway chain angle. . 3. Contractor to provide anchor bolt layout before anctror bolts are placed 4. The Contractor shall verify all dependent dimensions in the field before ordering or fabricating any material. 5. All cul porl1ons of salvag~d moleriol lo be cons/d~rcd domoged galvo,?/zi,,,q. See Sfondord Spec1 f/cal/0,1..s. to. Salvaged moler10/ is e~1sl1n9 s/gn of bridge -1,,/-e. DESIGN By £ ' ~;{ev 9/7a Chocka-~ ,/5, , 3/77 State of DIVISION OF STRUCTURES 4 BRIDGE NO, EL CAMINO REAL_ OVERCROSSING WIDENING BRIDGE MOUNTED SIGN 1-D-ET-A-IL-S --+e=-y-[l -1;-j ~-I _-.J ---1-/-,7 f.::.._--4-C_h•c-,e::::{P;__;,:_,....,:___:)';_~_,t_t'!,e_:., ___ "_' -,/7:..__:_~--1 CAL I FOR N I.A QUANTITIES By Checked DEPARTIIDIT OF TIANSPORTATION ORIGINAL SCALE IN INCHES DESIGN SECTION PROJECT ENGINEER cu //20?,. POST Ml LAMINATED PANEL, TYPE A, WITH. WALKWAY llll!'V■ION DAlWI (PN!LIMINNIY ITA-ONLY) -IT o,o X X X \5 POLE SCHEDULE STANDARD SIGNAL MOUNTING a PLACEMENT PLACEMENT OIMENSIONS ~OC. j_T_Y_P_E---,-M_A_S_T_A_R_M----f:~A~rc::B::::.......f-------:V7.E:-:H-;;-I ~CL--:E;:------r-P;:;;E;:-;:D::;:E~S:;:;TR~l~A;;N-----j ® ® © ® SIG. LUM. ft. ft. POLE MAST ARM SIGNAL P.P.B. 7-1-70 20' I-A {IO') 26·4-80 45' mm I-A (10') 19-4-80 30' 12' SIDE OF RAMP -+5 12' 6 PER PLAN 12' PER 6 SV-1-T MAS SP-1-T ® 5 2-1/2 6 6 TV-I ·T SV-1-T TV·2-T SV-I-T ('.]) MAT (I) MAS MAS -w- SP-I-T 0 w --w- I -w ..... SP-2-T ® SP-1-T 0 -w- SP-1-T REMARKS HPS 250 LUMINAIRE H PS 250 LUMINAIRE PEU HPS 250 LUMII\MIRE CONDUCTOR SCHEDULE NOTES AWG p H CONDUIT RUN a SIZE 1 ·I /2 2-1/2 3 1-1/2 I· I /2 2-1/2 3 2-l/2 3 3 2-1/2 2-1/2 3 3 '2 i QJ --DETAIL "u" ES-6T REQUIRED. SIZE 14 A s E CIRCUIT £&&&&&!n~ld1~£11~~£M\ INSTALL STATE-FURNISHED SIGN. m --IR c I EXISTING M400 LUMINAIRE WITH INTEGRAL BALLAST. INSTALL HPS 250 LUMINAIRE AND BAL.LAST. I SIGNALS 3 ; 3 ~ 3' ® 2 " 3 3 ~/ (}] • -2 LOCATIONS THIS SHEET. 3 " 3 / ------3 LOCATIONS SHEET E-2. 4 " 3 3 3 3 3 ~ --IR 5 I EXISTING SIGN LIGHTING FIXTURES 5 " 3 3 3 3 3 1·1/2"C • I DLC COUNT AND 240/480 V. TRANSFORMER. " 3 3 3 6 7 ,, 3 3 3 3 3 ~ I ~ @) --3 PIPE TENONS REQUIRED { ES-GS) J...-.!'-+---::-------l--::-f-=:-+---11--+~t-::--t-=-+--t--t--=--t--t--t-~t--J--i f -' _\.JJ) ~ ~ PROVIDE SPACING SHOWN AT SYMBOL. 8 " 3 3 3 3 3 3 6 -··' '=1§> ,6.. SPARES 3 3 3 3 3 3 3 6 3 9 3 MA / J , Ill --EXISTING CONDUIT RUN L!fil IS STRAPPED 2 2 2 "'=4 "'°~ o TO BRIDGE SURFACE. 2 WALK -DONT WALK ~ ~~ ~ - " " " ~ ~ 7· -, --INTERCEPT AND EXTEND INTO EXISTING 6 2 2 2 _ , h NO. 5 PULL BOX. 7 " " " 2 2 2 2 2 C:0 ~ '\- B.P.R. STATE ~ f"'RE:..:.G.-"N_::;o. f-----J------------ 7 CALIF. DIST. COUNTY ROUTE I I SD 78 /.//1.9 SHEET ,o. TOTAL SHEETS /5 63 DISTRICT TRAFFIC ~GIN!ER REGISTERED CIVIL ENGINEER { NO. 9361 a ATE APPROVEo v'Mem/Jer /~ 1.9/R r MATCH PLAN G) 8 " " " 2 2 2 2 2 2 1 ~ .. i ~ ~ / R" _ , 1-112··c ,3 DLC couNTI ! P~D PU;5H BUl}ON . I I kit •v ~IL_L_U_M_I_N_A_J ___ E __ D_S_IG-:-N-A-:-N,-,:-D--=A---P ___ P_u=R-=T-=E-:-N-=A-=Nc-:::Cc,::E:-:S:-----. 6 " " " I I I 1 ~ 0 ,,<\ ,!.L SIGN ~ FIXTURES CONTROL 't ROUTE 78 \ I 15 0 . 15, PER PER . PLAN PLAN HPS 250 LUMINAIRE TYPE 170 CONTROLLER ASSEMBLY. 7 " '"' " I I I I I ~ 'V', 7 BEAM TYPE 8 P~U " " I I 3 I I I I I / ~ ,, NO. . 1---H=I =-,'--LO---t INTERCONNECT 10 10 4 10 10 10 I~ (I) 6001/ 3 _ OLA SIGNALS (FUTURE) 2 2 2 8 9 /Q _,/240V OLB " " 2 2 2 - REMARKS SC-4 ES-32B TRAFFIC COUNT STATION HOJSED IN AN "R"CABINET WITH 2 TRAFFIC COUNT LANE SUM'v'IATORS AND 3 TYPE "B" 1--+..'.:f'_r:_P~B__':C~O""M~M~O.'!N __ f--,:_I +..:..'+..:..'+-t-'~·+-:....1 +-..:..l-t-..:..'-t---r'-t-'''-t-,-11 _11I _ 1~ SENSOR UNITS. 14 &_ ::-~ .... I-l/2"C, I DLC, 3 DLC COUNT , ·---1 1-~T'.....O.JTA_L_NLo-. -,4-'-------+~, 0:-+.2:;-s;:-+:::'.2 a;:-t~3+-:-:, 6:+-;;,9:-+-:-:, 9~-:-, -::-at_-;o:;--_-t;;3-;:s-t":2:;-:4;-"t_7,o;--::_t:;s:;2t-rio".:':-i-2;--:4:.i ~-.,,. IIIA. 9 '~ 0 1-,...: -,-s Lp-,-,-PO_L_E_N_O.:... . .-T-Y_P_E-,--': 'i_1_m_p_l-,-T_Y_P_E-,--'-:l=R=s=-1 -----------------• !LTTCI 'A ~ ..._.,,.,''.., 1 H m [1-112'c. 2 DLcl l'A'-, 1./c:\ T 2"c, 4 DLC , 3 DLC couNTI , Al.53 29549 Ex1sT1NG I l __ -1----+-------,--:-:-:~---::;:::--;~::--····-----·· __ __ ~, -~ 0 ''°/~--~=-.;:....,_.c..=..::.;:,....L;=-==--=:.::.:.::..:.J 2"C,2DLC,3DLC COUNT( \ \ , I I l'Fi51 _ _,____ !MP! TYPE WIRING DIAGRAM-I3 MAIN -70 AMP. ef..J POLE NO. T:E PEU -15 AMP. SP r:::;a m ES -2 c SIGNALS -5 0 AMP. SP A 1.51 29549 ...,. ES-2B SIGN 8 LIGHTING -30 AMP. DP TRAFFIC COUNT STA.-30 AMP.fill._L_/.._f_t/9 - I DETECTOR ASSIGNMENTS 2 METERS REQUIRED. ~ DET. FIELD TERMINAL IBC -----~ P'~ ' ~-p-- NO. PHASE SLOT co;NEcno:s _____ i-t::_ ----------d,,-1---'., .. : i2 7 I 6 J 2 U T -5 6 -uo---.1--_..,1;"1-------✓ )1-l/2 11 C,3#4SERVICEI a.'-.,,.., J J 2 L _ T 3 -7 a s _________ 7~/'_1 ____ \...,,~~=======:::::~ ___ 1_sc _ __, ~/ 'r". _ 2 6 3 4 5 -6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 PPB PPB 6 6 6 6 8 8 8 8 7 7 5 5 2 2 2 2 J 3 U T 3 -9 Bi 10 / \_ / 3 L T 3 -11 a 12 " SERVICE E I. 519 J 15 p I A 1.51 Exrsr.1-112 c,4#8,2#4 J 4 L T 5 -3 Bi 4 REMOVE#B, ADD 1#4 J 4 U T 5 -I a 2 H-60' J 7 U T7-I 82 J 7 L T 7 -3 a 4 J 8 u T7-566 J 8 L T 7 • 7 S 8 J 5 U T 5 -5 as J 5 L 7 a a J I U T 3· I S 2 J I L T 3· 3 a 4 r 3 6 . I 3 U T 2 • 9 SIO I 2 U T2-5 a 6 I 2 L 7 a a r 5. 10' -I~ 1(1' J~.10' .. [ 5 3- I 3 L T 2-II 612 4 2 I 4 L T 4-3 S 4 ~A ~ /4 4 , I 6 U T 4-9 S 10 4 I 8 U T 6-5 a 6 --4 I 8 L T6-7 S.8 3 I 5 U T4 -' 5 a 6 3 I 5 L T 4 -7 a a I I U T 2-I S 2 {( . I I L T 2 -3 a 4 I 2 I 12 U T 10 -9 3 I 10 L T 10 -3 S 4 8 COUNT STA. SERVICE 2 2 2 2 2, 2 2 PPB 6 r 13 u T 10 -II PPB 7 I 13 U T 10 -II I/ ~LO_O_P-DET_E_CTO_R_S-:N-:O-;.,s--=2:::7:--:::T::--:H:::-R:--:-U-:;36~- ARE TRAFFIC COUNT STATION DETECTORS. CONNECTIONS ARE SHOWN ON SHEET E-7. 4 OLC SIGNAL SERVICE 2 2 2 2 , 2 2 ~ I LOOP DLC 2 .. / ~ PPB 8 I 13 L T I0-12 CENTER ALL DETECTORS IN LANE <}-----c> ~ r-@ EMERGENCY OPERATION: FLASH ALL PHASES "RED". WB -PHASE DIAGRAM -EB r <l------0 : 1 I <]-----,-(> I I I I I I I I ~ I I I I -4----([) :~ I I I I I I I I I I I I I I I I I I ~ I I G)------I I I <I-<J i> I <J Project Engineer Dote Design Engineer Date Approval Recommended By Date r 1-!'--l--=-"-'-,.....::=---+---l---+---1f---+-+---+-+----l--+--f-'~------t--f, '/ ~2=-1----1------+---l---+--f---+-+---+-+-"'-5-+-.C:.5-f--+---f--+--+-'5=-+--I ,'l-~ . 3 2 - 4 3 3 L 1.159 1--'-1----1------+---l---+--l---+-+---+-+----l--+--+-:......i--t--+---+~-I 5 2 2 6 6 6 6 7 2 2 2 8 4 4 4 4 COUNT STATION 6 3 3 4 10 DLC L 1.425 TOTAL CONDUCTORS / .CABLES 13 37 43 9 23 33 35 27 17 43 34 12 67 19 30 - I I Cl,J 11206 I' ' 1 I 6 fe ',....... ~ '-.. 2"C,2a!F-I0,6DL.CCOUNTI ~ '---..,)_/-=-=-...L=...::.=..:::.::::::_.:::.::::::::.'.J • ''AS BUILTH \ _,_ El. CONTRACT ll-040974 G 1.509 CD \ I - - EXIST. 1-1/2" C , 3 die , 4 mlc, 2* K . REMOVE 4 mlc, ADD I DLC JROU'flE 78 A 'f CAM][N({) IN :RE.Al. OCJEAN§IDJE ,, YEAR COMPLETEDl-2.3-BoSIGNAL (0 I 2 c, 6 DLC rotJf\!TI Lc,~~,~-,~)+--'1~~ ~--~S~l~G~N~A~L~N_O~·~P-"1.-"4_9_3 _____ -t AND LIGHTING \ \ .. a•J ~ u-\ 'C)\>J(;. ff$"-:g SHEET ;:,--~ ~ 0 20 4,0 0 t \ I SCALE IN FEET E-I ·-WO 040971 I I X X X - - - - -·------------,-----------------------,------------------------i-----~----------------,---LJ•~•~•Ts~TA~TET __________ _ REG. No. ' ' ' I 16 • I r A 1.51 '\o I IB CI I I I r I I I I I I I. 2-~ ,! t / I I ! I, 7 CALIF. DIST. COUNTY ROUTE SHEET TOTAL NOTES RELOCATE EXISTING TYPE 170 CONTROLLER ASSEMBLY TO @. • ~ EXISTING C.ONOUIT TO BE REUSED. NEW CONDUCTORS REQUIRED. ALL ABOVE GROUND EXISTING ELECTRICAL EQUIPMENT SHALL BE REMOVED AND SALVAGED. PROPOSED SIGNAL ANO LIGHTING EQUIPMENT SHOWN FOR CONVENIENCE ONLY. ~--EXISTING CONDUIT TO BE REUSED ADD CONDUCTORS AS REQUIRED. . NO SHEETS II SD 78 /.///,9 /6 63 (II)/) JJ~A DISTRICT TRAFFIC Er1N£ER ~EGISTERED CIVIL ENGINEER / • NO. 9~61 DATE APPROVED Jlavem/ze;-4~ 197,t:J . I$' r .• MATCH ' i ROUTE ,-' \ 78 ,,- \ ' \ < \ \ ISPjH-60 ':n--~ -/--IT-7'- A Bl . ,.,,.-? --------1, +:.. /------'--.::-\+----------------------.-,--------------t --~.....::"-~-..,__~= . ~~ \\ I\ V -JI_.}-!' y / ~ .... . ' 115 ' I ' ' • I - ' t =====---=-===:.:===-~====.:=-::-:=.====-=-:::-=:..===~~~-~',:..==-::_--==f~~l..__ ~ ◊~ I i -~I/') ~ ~ 1_ . ~ -x--x--x ___ -x·--x--x--x @ @_A::~ \\ LJ --x--x--><--~ \ \ • +\ +\ \ \ ' ' ' 112 \. \·~w +\ \ u I I I 111 I . \ SHEET E-2A EXISTING HIGHWAY FACILITIES (ELECTRICAL ) JROUTJE 78 A1' EI. CAMKNO REAlL & WJB "AS BU\L T" CONTRAC'T 1/-040 974 ED /-23-80 YEAR co1 ,\PLET ][N O<C-EAN§][DJE SIGNAL AND LIGHTING S I G NA L N O. P 1.505 SHEET • SCALE IN FEET l6 _ ·-1-p:.:.:,o.!:::iec::.:.:t E:::::ng:.:.:ine.::,:_er-.:.:_:D.:::.ole:...+-~De....::sig'-n E....::ng'-ine_er--l 1 _o_ot_e +J-_A_;_:pp'-co_vo_l Re_co_mm_cn_dc_d B-'-y-t-1 _Do--,te I I E-@ r 11 11 ?Cli:; . _ W n. Cl.4ClQ71 -------~~ X X - Ur . I -~ X V . X ~ • 0 X u "" • 0 ~ f-u )7 NOTES {J]---DETAIL "U" ES-6T REQUIRED. INSTALL STATE-FURNISHED SIGN. 0---!RC! EXISTING M400 LUMINAIRE INTEGRAL BALLAST. WITH INSTALL HPS250 WMINAIRE AND BALLAST. I})---3 PIPE TENONS REQUIRED {ES-6S). PROVIDE SPACING SHOWN AT SYMBOL. MATCH _ i Ll.508 '/ I \ u ----I . (QBRIDGE ' ~~ MOUNTED Ell I ' --- ' \ il-l/2"C .• I DLC COUNT I --.,. .ct CA.MINO E 1.502 _, V . POLE SCHEDULE STANDARD PLACEMEN, DIMENSIONS SIGNAL MOUNTING S PLACEMENT LOC.1----~M_A_S_T_A _R M-\!=A~=B~I------V-::Ec-cH:-::IC:-:-L-::E-----,~P:::E:::O:::E:-=S::::TR=:l;--;A~N:1 TYPE SIG. LUM. ft. ft. POLE MASTARM SIGNAL P. P. B 24-4-80 35' © . ' 19-4-80 25 ® ~0 ® l·A \ G tlO'J 12' :L~N ~~K SV0-T MAS S/W 12' PER 2-1/2 PLAN 3 6-1/2 SV-1-T MAS TV-2 -T SP-1-T (,.V G) -w- -CD -w- SP-1-T CD G) -w- REMARKS HP.S · 250 LU Ml NA IRE HPS 250 LUMINAIRE ' {I)v· - \~ / 55'1---i---1--.J.--+---+--+----,,,..,~+-=CD=----+---t--;::;~':;"3 ::;-t-:-:-:HP::S:---;:-25:--:0::--:L:-:-U::--:M:::-,N::-A::,R::-E--i ·l./ ) 26-4-80 45' 12' PER 4 SV-1-T \J..J I MAT -~ '\, -® IT] [§] PLAN CD MAS ... G - 0 I ·A t 10) ~ EXIST EXIST TV-2 -T IEXI EXISTING TO REMAIN. l·l/2"C ,2#10LIGHTING. I DLC COUNT I E 1.500 ~ Pv~ r~?'/'---'',.,_.e_-+------- ' 5 -,--- AWG p H SIZE A s E 14 I 2 3 4 OLA 2 2 3 14 B.P.R. STATE REG. No. 7 CALIF. DIST COlJNTY I I SD ROUT[ 78 'sH[ET '" TOTAL <:t.HE[TS /.//1. o 17 63 DISTRICT TRAFFIC EEzi~I ER • REGISTERED CIVIL ENOINEER NO. 9361 . -._./_ /"? ·---DATE APPROVED J '?'/'7 , , c CONDUClOR SCHEDULE CONDUIT RUN 8i SIZE CIRCUIT 1-1/2 2"1/2 '·1/2 EX. EX. ~ 2C 2C &&£&£66 SIGNALS 3 3 3 3 " 3 3 " 3 3 " 3 3 3 3 " (FUTURE) 2 2 WALK -DONT WALK 2 2 PED PUSH BUTTON I I I " " " PPB COMMON I I I SPARES 3 3 3 3 3 INTERCONNECT 10 10 TOTAL NO .. 14 B 18 18 21 24 10 SIGNAL COMMON I I I LIGHTING 2 2 2 2 2 0 I LOOP DLC 2 " " 5 5 3 " " 4 " " 3 EB " " (COUNTl TOTAL CONDUCTORS / CABLES 12 27 27 24 ·30 ------------------ <~ 180' TO, LIMIT LINE . I • : I -PV X <§>,.10' ,I~ • P. M. 1.498 ,, A . .;J JTL IA A ~o i s?.s, ----_J:_>< ,,~"->~-=./=-=---+---_:_ ____ ~=======1r=~~======::::J._:__:_ __ -+------------- ~=--41/~=RO=Ua:...T_E_7_8---==---==-:::::CD~I +-\=""1,f-. -:-➔· §;~~§+ ~ ~ ( .::_--13... . ~ : _ /pv 1 r :v : ~ ' • 106 110 1-. -vi..'o·-1~~! •10· ~e,,-1.,0·--1"€,I' ~=..:.,.~c-s5' x1Y: CJ.Y.-,1--1D1~5------t---------------_:_:-t---------:---------l------------ _j IH/2"C,~[ REAll I I I ' I I I IEX.l-I/2"C ,3 die, 4 mlc I Qrn ' I REMOVE 4 mlc ADD I DLC n L 1.1468C 3 ~ E 1.478 ~ ~ ~~ ~ ~-,: 20' I I W / PV •. • ICBI / IEX.1·I/2"C,2DLC~ '1\ ABI,,, ~3·~ (3}-.. , A7\ ,12. X . ' ,-, --· __ :; ,---\'\ -:=:e \@ -• .---~ PA \ L 1.490 Cf. ROUTE 78 -- EX.I-l/2"C,3dlc, ADD I DLCI EX.l-l.12''c, 3 die hAI_L REMOVE I d IC I 'e'.'.: 9. . SHEET_ E-1 _ .... \ \ \ I Pro;ect Engineer I Dote ) Design Engineer / Date Approval Recommended By Date I ,---,=-, --P11, I ,-, 0' 1-1/2 C ,3 DLC I EX.I -1/2" C ,2 * 8 LIGHTING, ADD 10# 14 lfJTERCONNECTI il-lt2"C,1 DLC I ' I I . I EXIST 1·1/2" C , INSTALL 10 # 14 INTERCONNECT I I , I I I I I I I I I I I I ' EJL A '][' CAMJ[NO JRJEAJL ][ N OCEAN§][DE & CARLSBAD SIGNAL AND LIGHTING SIGNAL NO. P 1.493 0 20 40 ,~-- SCALE IN FEET S-HEET , ' E-2 X X X , w 1 .... u <{ 0 <I-- -i,..; ~ LL. -z LL. - <( .,_; .,, V ct:: 0... C " 1-w ~ V Cl " MATCH - • _ P. M. 1.498 /ROUTE 78 . . 110 L 1.494 E XV IEC I I ff. ROUTE 78-~ SHEET . E-IA /I ... \ I I \ © r; ' E I. 496D . . ' . ECI \ J -A I • •0• L 1.516 B - I --- ----0 B.P.R. I STATE REG. No. 7 lcALIF. DIST. COUNTl ROUTE SHEET TOTlliL No SHEETS 11 SD 78 /. / //. 9 18 63 ll!.1/J hit/At - DISTRICT 'rR!lf1Q' ENGINEER REGISTERED CIVIL ENGINEER , ( ND. 9361 DATE APPROVED .&12/(em,1:,e;, /.q,. /92,9 r $ < f NOTES L11} ---EXISTING Cl)IJDUIT TO BE REUSED. & NEW CONDUCTORS REQUIRED. IE CI ---EXISTING CONDUIT TO BE REUSED. 0 ADD CONDUCTORS AS REQUIRED. ---EXISTING TYPE I-A STANDARD TO REMAIN IN PLACE. X-V ---EXISTING TYPE 15 LIGHTING STANDARD • TO REMAIN. ALL OTHER ABOVE GROUND EXISTING ELECTRICAL EQUIPMENT SHALL BE REMOVED AND SALVAGED. PROPOSED SIGNAL AND LIGHTING EQUIPMENT SHOWN FOR CONVENIENCE ONLY . I , 106 104---. _ ----- ..... ,. -. I \ . <rrt,J \~s -. ' 1 -~ ' i E I. 48?1 C -~' ~-,_--'~~,--'C_ ,1 -:::rr-1--y' . \ . \ \ , ' ' - I ··As BUILT" CONTRACT I I -0 40 9 74 YEAR COMPLETED I -Z.J -80 EXISTING HIGHWAY FACILITIES {ELECTRICAL) ROUTE 78 AT ElL CA.MINO REAL & E lB RA.MP§ JIN OCEANSIDE & CARlL§lBAD SIGNAL AND LIGHT! NG SIGNAL NO. P 1.505 SHEET 0 20 40 . ' I l \ 8 -·~ L_P,-oje-,t-En-gin-e,-,-l-□o-,e~I--De-sig-nE-ng-ine-ec-~IDo-,e~l~Ap-pc-ov~ol~Rec-om-m-en~ded~B~y-r"l~Do~te~l----------... -.. ------------•>~1-,.::::--,-~----_..J ____ -__ -. ___ -_-__ '"_-_--~=---~=---==-·=··=·---11-- 1 ,-------!....-_,!_ ___ ! ____ .:,..__-;-__ ll-l~..J..--------'--------~ E-@ SCALE IN FEET . -I I I I ! X • X I ¢:i W:. Bo ROUTE 78 103 105 E,, Bo ROUTE 78 I X __________ / ___ _ 104 ---- 105 545 1 TO LIMIT LINE AT EL CAMINO REAL \9 I Date Design Engineer Date Approval Recommended By Date • ::·\ s'f\t-t-' I \ I \ I ~ ~ I I WB # 2 DETECTOR m{28 I WB #~ DETECT~ I 29 f,& EB # 1 DETECTOR 200' --- -----\ -----..cONCREIE BARRIERlTYPE 50) ON ~ · ---- NOTES r.7 SHALL BE 5' ~ 5'' CENTERED IN EACH LANE. L!..J --LO OPS / / I}) --TYPE "B" CONFIGURATION, CENTERED IN LANE. ffi l-l/2"C, I LOOP DLC ill l-l/2"C, 2 LOOP DLC , & 1-1/2" C, 3 LOOP DLC & 1·1/2"C, 4 LOOP DLC & 2" C, 5 LOOP DLC • j cu I I I I • • 0 -P. M.1.498 STA.109 110 • 1)Wc. ~os--t • WO Rrt~o. I STATE -----. I l-----'-7-:Jc--A-LI-F,f-------------~ ROUTE 78 /.///.9 I sum rn,-, No SHEcETS 19 ,.3 NO.~ · oATE APPRovEo &12vem/2er I~ 1928 • AS BUILT·· CONTRACT !l-040974 YEAR COMPLETED. /-23-80 109 SIGNAL AND LIGHTING SIGNAL NO. SHEET· 0 20 40 E-® SCALE IN FEET 18 X X 0( -X ____.e,'---------',J.__-1 X I 2 2-0 Pro1ect Eng,neer Date I ' ----------, ,,.,.----- 1 / -- SERVICE r; -;, S£'1EX:Al.24 A 1.26 I 5 SERVICE EQUIPMENT SCHEDULE [[E] MP. REMARKS OR SERVING SERVING TYPE EQUIPMENT WIRING CIRCUIT BREAKERS· UTILITY CO. NO. NO. VOLTAGE SERVICE TYPE DI AGRAM ASSIGNMENT B, SIZE -----+----"'""-----t==C!'-"=t=~=t---!...!..!...!:.--j.!:::!...:::..:::.:..::::!!.--+--_.:..:::::.:.~:.:.:..:.:_:_-=.__:::::.::.::: ___ _J EX: A 1.24 221920 240 EX.=F A 1.26 " I¾ 240 H EX: A 1.75 29780 240 EX.• F ·~-·--- A I. 77 " % H 240 Des gn Engiieer Dole Ap~rovol Recommended By Dote .. ~ TYPE :III ES-2C TYPE m 3 ES-2C !RC I EXISTING EQUIPMENT MAIN: 40 AMP. -LIGHTING: 30 AMP. PEU: 15 AMP. OMIT ( SIGN) CONTACTOR !RC I EXISTING EQUIPMENT MAIN: 40 AMP.-LIGHTIIIIG: 30AMP. PE U : 15 AMP. OMIT ( SIGN) CONTACTOR r ' '° - 110 • \09 Q IT] --!RC I NOTES EXISTING M 400 LUMINAIRE WITH INTEGRAL BALLAST. INSTALL HPS 250 LUMI NAIRE AND B/.'LLA ST. EXISTING M 700 LUMINAIRE WITH INTEGRAL BALLAST. INSTALL HPS 400 LUMINAIRE AND BALU\ST. 0 --------INTERCEPT EXISTING 1-1/2 1r,1CH CONDUIT FOR !MP! LOCATE CABINET 3 FEET FROM FENCE. I})---··--EXISTING l-lt'.2"C, 2#6. ADO I'#= 8. IA/ n (')<!I. l"l Q 7 L I 01ST COUNH 11 I s D 78 \ 17 POST MILES-TOTAL PROJECT SHElT I TOH,L No ' $1-lEETS 1,/ /1.9 RF', S~fRED CIVIL EMG1NF[R MO, 9361 ( r;,-" S~: EX:A 1.75 AL77 A'f JE JL <CAMKNO RJEAJL .. AS BUil T .. CONTRACT tt-040 9 74 YEAR COMPLETED I -Z.3 -BO 0 50 ][N OCEAN§IDE LJGHTING SHEET . 100 SCALE IN FEET E-0 I 1. To Co.rl~had £Ve 107+80. 00 j El. 41. 60 Oafum el. o.o ' 109 EXISTING 1·1/2" SIGNAL AI\O LIGHTING CONDUIT I ' ' +2.0%. Pl-<OFILE GRADE A ef;u.sfed to n10.fch exi5fir;g 9rade l671t . ' " . ' 1/0 Ill ELEVATION EXISTING 2" SIGNAL AND LIGHTING CONDUIT STRAPPED TO EXTERIOR OF BRIDGE. ' \ j l I ----- -- I I ' • ,,,_i ~~ \\.., e."" Exi5fin9 !3r. 57-605 88109+08.f9!. "" 1 \ £/3 1l0+75.23! [ /. 4tJ../6 f "', \•,' 1 / l / t::J 47. 5 _ -4-· ~-'\------_ --------)--+-----'=UC:;_11_,,L:.:.;inc.:,::::e_ /\. CJ, •. O !: 109 ./ l~O N 03·45'47Hi',/ / / \. --+-,------ U) - 1 ~::::=====r=====: ··~~T========/=~;:;::;:;=+==~~,,~,:::::::::=:===--c:=:::-..__--t: , 109 + 138. 2 I POT C / _ 7 C\I 109+88.2I P0T~Rfe.78O . 1 ....._ $Ten,porarq.:,Railing, Ti;peK ~---------\ N -. ~ ~Bfc':Jcle lane, 82' -'<t -,/", ' 'I.() -~ -. '--1 I ~ , ES-7B CJ) 2 C -.. . . N - \ \ ~ i - 2-l/211 C I i /_ I I ' I I ..J 36 Wideninq M30• r--. • I l"C. -ic...' I I I I . ~ - ' -ES-7~ £S-7B I I B-15 I ' C PLAN , 2" SPRINKLER CC NTROL CONDUIT - ' ' ,o --rvi:I 7oe of fill • (j) ' To Oceanside ES-78 < C . lToP of fill I 11 El Ca.mino Real o.c.) Br. no. f ljear (g) M.8.G.R, ii N Road Plans DIST. COUNTY ROUTI POST Ml....,_TOTAL PltOJICT ~•U _THAL DISTRICT TRAFFlt EN1N~R ,-V "REGISTERED CIVIL ENGINEER NUMBER -__,_~,• /"~-~~,~~a ,~.f!l. ,~,M._--N:O:.... :::::'.9~36'.'.::I =:._ DATE APPROVED /. ~-/ S::, /;,,,J . \ £S-7A 6' £S-713 . /3-/5 c'' Line I n 2 ,/ 37-5 Widenino ....-\ Concrefe Barrier T1..1Pe 26.•-.---,. ' ' I ,-j_J_ __ l ' ' ' J .. 1-, ' IJ_ __ L ' ' I ' I I ___ ' L_ ___ I L_ __ __J __ __, TYPICAL SECTION Nofe: TtJe Cof)fracfpr shall verif~ all c(~pendenf d1me.[)s1o(Js 1.n the field before ordering or to.br1caf1nr;; any mafer1a.l. Traff/c will pass throLJ.9h consfrucfion. l • [ ES-713 C 2" Sprinkler Con fro I Conqt,1if (220 L.F.) "'AS BUil T .. CONTRACT .JJ-040974 YE.'.\R cnt1PLETED I-Z4-80 . ,&Revised for Addendum No. I dated January 12, 1979 SHEET / "\ E-5 Submitted by Ry Checked DESIGN Checked LOAD FACTOR DESIGN By LIVE LOADING: HS20-44 AND AL TERNA Tl VE AND PERMIT DESIGN LOAD Checked •0~••~,o~N•~N•~•N~os~•:::::;:;::;::====E••~••ITm~•~•o~c,~v,~c•~N•§•N§«~R~Nu~ee~rnd B -ApprcivalRecommendedBy DETAIL.$ y ..).-+1,..\f"'\~" !!{;,e, 1---+;;-------'----t-:::---:-:-------l----+--------ll---------l QUANTITIES By Checked SPECIFICATIONS By LAYOUT Plans and Specs Compared O&:SIGN SUF'ERVIS-OR REGISTEREO CIVIL ENOINEE!'. NUMBER OS DISB I I _______ ORIG.INAJ fr.Al F 1w 111.1r1.11=·:c:-___ _ L_ State of CALIFO.RNIA STRUCTURES -DESIGN 7 aRIDGE NO. 57-605 POST MILE EL CAMINO REAL OVERCROSSING WIDENING DEPARTMENT OF TRANSPORTATION PROJECT 'i:S,R.k1.Ydti~ '?>I-ENGINEER '•~ /. 5 LIGHTING PLAN I -L I I -I I I rl I 11 ? rll=. I I I REVISION CA.TES IPl=IELIMINARY STA~E ONLY, Submitted. by -'-0 (T) 8VC 105'+80.00rt El. 33.60 2oo'i,:c. Re= -2.0%/ ~la. PPOF!LE GRADE Ad,Jusfed fo n10fch exist inq grade Varie-s +2.o}f, 1.:vc 107+ 80. oo El. 41. 60 8. 8. _..1------'4-'--'5:::...'._,,o'--'=·+_~+-.,___.'..'vtl,:o:;r_:_v~~~s __ --11.,,,,-E, B. I ' Do.fum elev. o.o To Co.r/sbo.d ,BiClJcle lane ES-78 C \ I ~po(ti// 2 By DESIGN I - I I 106 H.W, elev, 2./.0 t ' I ,, ii 8/: 2 ELEVATION ?l"l, ~ ~ ~ Q -- -" .,,,.,, ~ 12 1 v ✓ Abu/; '3 -- IOi EXISTING 1-1 / 2" LIGHTING CONDUIT. £xisfinQ 8r: b7C-l77 : 8 I ,, Widening -' 7'±: -- l-l/2"C. Toe of e!<'.isfing lined cho.nnel- PLAN Checked ...__.--, - Service Road ES-78 C ' 'he of Fil/ (]) "8u.ena. Visfo. Crk.;' Br. no. i LJear. Q) M/3eR. "Road Plo.n,: LOAD FACTOR LIVE LOADING: HS20-44 AND AL TERNA Tl VE i I Dlsr. C:OUNTT ltOUTJ: POST IIILD-TOTAL PltOJl:CT ~_HT _THAL II SD c 78 ,1 ll.//1.9 22 t3 )7/IJ. /;Ju.A A J DISTRICT TRAFFIC E )IGINEER , REGISTERE'.Cl CIVIL ENGINEER NUM9E~ ,,. .. -,,,,., L_. ,_ '-">-,s-9361 DATE Af>PROVEO _tJt.-'/Vl~V~,C,r,r~~~~/ '<_L/::tL,W/fZ~-----'-- ,, N Cline 37~0" wideninn I ~ II: , Ten?porarlf £ • f Railing I . . ex.1 s. ) Tijpe K~ 0 <ra1!1n9 J · Concrete 80.rrler J Tl/pe 26 w/ chain linl< railing hJpe 7 ~ =-,==~==,, N' ~ .~,,..! -/ Yz % _J_ I I I I : I I • I ' ' . I ' ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . ' I I : Note; The Confracfor sha,I/ v~rifq, a.II dependenf din?ensions in the f/e/d be'fore ordering or fabricof ing anlj maferiaJ. Traffic w1'/I pass fhroL19h cons/-rucfion. ' ' ' I I ' ' ' ' ' ' ' ' .. ' ' ' ' ' ' ' ' ' : I I I I TYPICAL. SECTION ' I ' . ' I ' I . , &Revised for Addendum No. I dated January 12, 1979 aRIDGE NO. ' • ' ' '-'n-rr"~r-.i+r-1--,-,-11..1..,..-.....-......Lr-+--~ , • NA • er, \/-1/Z" Signal Conduif . AS BUILT" CONTRACT I I-040 9 74 YEAR COMPLETED 1-23-80 SHEET ----E.: / 6; ~ WIDENING X • X X X 2-3 SENSOR UNIT#3 ( SU3) SENSOR SENSOR UNIT #2 ( SU2) TERMINALS UNITS SENSOR UN I Tl/1 ( SU 1) FUNCTION p I N 49A 25A IA AC-A 70A 46A 22A CIRCUIT 4 OUTPUT -NEG. 8 t--+-----+----'-'-'-+--,--1--+-___:+:-_;_:_:__:_ 50A 26A 2A AC + C ----------1-'--I 51A 27A 3A CIRCUIT 1 INPUT D t---t--;:5,;;-2-;-A t---+---t-;;-::-7"""1--'2:..:.8:..:..A -t--:4=':A:+-C~l...,:R~CU:---1 =-T -:1~1 N"""P~U~T -----+=-E -I 53A 29A 5A CIRCUIT 2 INPUT F t---t---::--:-:-t---t---t---+--1---+--~ t---t--::5-:-4"C""A +---t---t-=.:30:.:.A+--+___:6:.:.A+C:..:l.:.:R.:::.::'.CU I T 2 I N PUT G 61A 37A 13A CHASSIS GROUND H ----------1--1 t---+--=5_5A-+----l-3_1 _A +---+---+----'7"-A-+-C:..:l.:..:R=CU I T 3 I N PUT J t---t--::5-:--6A=::-+~:-:--i-=3c=.2:.:..A +---t---t--.:8::.::A+C~l.:..:R!::!::CU IT 3 INPUT K t---t--:577 A:+-3:-3:-':A+--t-----,l---t--'9:.:.A+C:.:.l.:..:R.::::::CU I T 4 I N PUT L t---+-_5_8A-+_34_A-+---+-----,l--+-.:..:10:.:.A-+-C:..:l.:..:R.::::::CU IT 4 INPUT M t---+--:-6-,-3A-+----l--+---+--=3.:.9:..:..A +-.:..:15:.:.Ac+-:C:.:.l.:..:R.::::::CU IT I OUTPUT -POS .. N t---t--:-6-::'4A=::-+-----,---t----l---'4.::.0:.:..A -t-.:..:16:.:.A+C~l.:..:R~CU IT I OUTPUT -NEG. P t---t--_.6~5A;'+-----,l---t--:-:41::-=cA+--+_.:.:1 7,.:,A+C,:.:.l.:.:R::::::CU I T 2 OUTPUT -PO S. R t---t--:::6-:-6 A:+--l---:-:-:-+-4_2_A--l----t___:1 8:.:..A--1--C:..:.l.:..:R=CU I T 2 OUTPUT -NEG . S t---t--:::6-:-7 A:+-----,---:4-:3 A-t-----,l---t-.:..:19:.:.A+C:..:.l.:.:R=CU I T 3 OUTPUT -PO S. T t---+--:-6-:-8 A-+-----i_4_4A-+-----,l--+--20_A-+-C'-l-'-R.::..:.CU I T 3 OUTPUT -NEG. U 69A 45A 21A CIRCUIT 4 OUTPUT -POS. V WEST/ WEST/ WEST/ EAST/ EAST/ EAST SOUTH SOUTH SOUTH NORTH NORTH NORTH LANES OFF ON OFF ON LANES 1,2,3,4 RAMP RAMP RAMP RAMP 1,2,3,4 EACH SUMMATOR UN IT CONDUCTORS @) TO TERMINATE IN: I II] 4-PIN PLUG 8-PIN PLUG PIN #2 PIN 111 PIN 11.1 PIN #1 PIN #2 PIN #3 PIN #4 PIN #5 Pl N #6 PIN 117 PIN 113 N/C N/C PIN #3 #4 N/C N/C PIN 114 FUNCTION p I N IT] AC + A CHASSIS GROUND B AC -C INPUT/OUTPUT COMMON D INPUT 1 A ----i--~E INPUT 2A F INPUT 3A G INPUT 1B H INPUT 2B J INPUT 3B K INPUT/OUTPUT COMMON L ----+---I + 12V. D.C. M INPUT/OUTPUT COMMON N ----+---I OUTPUT B NPN COLLECTOR) P ~~--+----1 INPUT 4A R INPUT 4B S OUTPUT 4 (NPN COLLECTOR) T ---------"--__,_--'-' [O TRW-CINCH P304CCT, OR EQUAL ri.:r1 PIN NUMBERS l:!..::J (PIN VIEW) [I) TRW-CINCH P308CCT, OR EQUAL I 2 --3 ~ PIN NUr-1B ERS --sl le (PIN VIEW) 71 I e (] MS 3102A-20-29P CONNECTOR G:) #18 AWG --48-INCH MINIMUM T If A B y y i I ~ 20 V 60 HZ SERVI CE Pl-I Pl-2 4 0 Cl I I I w LJ_ (!) -, :-x: _J ::[ I I I 2_ 2_ ~ ~ !! !!.!.!oo 4 5 6 7 8 9 10 11 12 •O O 0 N I - ,__ ,__ LANE LANE 2 3 ~ ~ ...._ LANE ~ EAST/NORTHBOUND LOOP DETECTORS f') I -, ::r I -, "' I ~ 1 , rt""\ rt-\ r r\ ·~ sYo 1! 1f ),oo I 3 I 4 15 16 I 7 I 8 I 9 20 21 22 23 24 A ~ Q o o :,: :z ,~ 0 ' ~ :::, > "' I I I I 1. I I I I ::, V) :::, :::, :::, ::J :::, (/) (/') (/') (/') U) :::, :::, :::, "' (/) V) 4 U Cl I I I ·C\J C\I N :::, :::, :::, V) (/) "' I I w LI... (.!J -:i :::.::: --' ~ I I I I I I 1 C\I C\J C\J C\J C\J (\J (\J ::::,::::,:::,::::,::::,::::,::::i Cl) Cl) VJ en VJ en CJ? I I I I A~ o!!!! oo 25 26 27 28 29 30 31 32 33 3~ 35 36 Bfo9 o oo E/N ON - -E/N OFF EAST/NORTHBOUND RAMP LOOP DETECTORS <!) I -, r-- 1 -, ,___ -w/ s w/ s ...Q.!!_ OFF WEST/SOUTHBOUND RAMP <!) I "' - LOOP DETECTORS r---I I N N -, -, B-"' V V li oo 37 38 39 40 41 42 43 44 45 46 ij7 48 A o o o A :::r:: :z Q_ a:'.'. (/) I-:::, > al I I I 1· I I t I I (\J C\I (\J (\J C\I C\I (\J C\I C\I :::, ::::, ::::, :::> :::, :::> :::, :::> :::> Cl) Cl) en en en Cl) U') (/) Cl) UJ LL c.!:I """) ~ -I ~ I I I I l I I MMMMMMM ::::,::::,::::,::::,::::,:::::,::::, u, r.n C/) en en en (/) 0 0 ijg 50 51 52 53 5ij 55 56 57 58 59 60 B I o o o -LANE ....!... LANE 2 -LANE 3 WEST/SOUTHBOUND LOOP DETECTORS N I N -, f') I "' -, ::r I N -, "' I N -, sVo II )I '\I 'boo 61 62 63 64 65 66 67 68 69 70 71 72 A • y o o I :i:: z 0... 0::: (/) I-::::, > co I I I I I I I I I M MMMMMMMM ::::, ::::, ::::, ::::, ::::, ::::, ::, :::, ::::, en C/J VJ en cn <n VJ VJ VJ TYPICAL CABINET WIRING LAYOUT TRAFFIC DE p T. INIT. DATE Des,ooed ¼.J Troeed Checked Project EnQlnter Cote ® De--slon Engineer Date Approval Recommended By Date ------------------_., ---- 4 11 __ __,~1 A • ~-.~ aN" ® II) T _m ..L ------.t--'T"'I I½ II I -311 -~ ,---,.--, I --I I -j" 1 ~,® I ©,;@ I I /" 1=i 4½" '-·, J\--•• J 5 Jil2 I½" .-l 3/W' @ I '~-I-~-~• '-AL-UM-.-A-LLOY A ~ .032 MIN VIEW A-A ,FffONT VIEW MOUNTING BRACKET WITH CONNE:CTOR SOCKETS ,, [I) TRW-CINCH S308AB, OR EQUAL PIN· Jl [I) J2 [II ??O '-I5B 17B 65B I9B "'" 5 21B 69R 6 39B 7 8 NIC NI~ ® 2 I ----ij 3 61 I 5 al 11 [I] PIN NUMBERS (SOCKET VIEW) IA 2A Pl ,1--------7 I . ,-----, 2 I :1M~ L ________ _J CONVENIENCE RECEPT. CIRCUIT • BREAKER • I I To ' p' ' Conduifs,,._,, SECTION A-A A 0 R -CABINET DETAIL No Scale ~ "'C Q IO ~..L:::.~-!--1'--' tu ~ EP #z EP Number Use Lane of I anes P/acemenfs Numbered I I . z I "'-e,. 3 I, 5,;, 6 4 I, Z, 5 (, 6 5 I, 2, 4, 5, ~ 6 6 ,, 2,3,4, 5 $ 6 TYPICAL LANE PLACEMENT FOR INDUCTIVE LOOP DETECTORS (Based on 12.' Lane Widfh) NO SCALE cu WO I CD dist county route I I $[) 78 post miles~ total project I I /1.9 ••• n 2.3 REGISTERED CIVIL ENG EER NO. 9361 DATE APPROVED 1~J/t?JrelJJbff" /.J,,/9J/l - NOTES CIRCUIT BREAKER, 15A, 120V. SP. ® CONVENIENCE"RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTION. ® ® @ TERMINAL BOARDS ADJUSTABLE SHELF, EAST/NORTHBOUND TRAFFIC ADJUSTABLE SHELF WEST/SOUTHBOUND TRAFFIC DOOR, FACING IN OPPOSITE DIRECTION FROM DETECTOR LOCATION, UNLESS OTHERWISE INDICATED ON PLANS SEE SHEETS ES-4A B 4B OF STANDARD PLANS, STANDARD SPECIFICATIONS B SPECIAL PROVISIONS FOR ADOIT/ONAL INFORMATION SEE SHEETS ES-5A 8 58 OF STANDARD PLANS, STANDARD SPECIFICATIONS B SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION WIRING'SHCWIN 15 FOR LAYOUT UNIFORMITY ONLY. EACH MANUFACTURER SHOULD CONFORM TO THEIR OWN PRODUCTS WIRING B MARKING NOMENCLATURE JOIN SHOULDER TERMINATIJN CONDUIT. SEE STANDARD PLAN ES-5A. MOUNTING BRACKET WITH CONNECTOR SOCKETS MOUNT ON BACK WALL IN UPPER RIGHT . ADJACENT TO CONVENIENCE OUTLETS, ' COUNT STATION DETECTOR CONNECTIONS DETECTOR 1\0. DIRECTION TERMINAL 21 WB ON 31 a, 32 28 WB LN 2 53 8 54 29 WB LN I 51 8 52 30 EB LN I 3 8, 4 31 EB LN 2 5 a 6 <00••·- 32 EB OFF 29 8 30 33 EB ON Zl 8, 28 34 EB OFF LN 3 29 a 30 35 EB OFF LN 2 7 6 8 36 EB OFF LN I 9 8, 10 TRAFFIC_ COUNT STATION CONTRACT 11-010 2 7,4 YEAR COMPLETE0~3 -80 Sheet E7 ~-----------------------i--.-----------------r--''---------------------'----------,---------------------,----------------- X X ---X --------------- X • i 0 j X I ·; e ~ i •• 24 " ..... :c :0 ,., !Tl h I t I./ '---...____ SIGNS-700 1 TO /000' APART/ r, -Cl) O:::,' z It I - I , 2so' 200' : I • 1000' ,,. /000' 0 0 • • ioo'± 0/vE '.czASH!NG ARROW S'IGN FOi( EACH LANE: f!.L0:5€D /000' r CONE.S 100' MIIK SPACING MEDIAN SHOULDER 7 • 0 PLACE 7/-1/\EE C!ONE5 Ai'.?/\055 EAe,H C.L05eD LANE cVE~Y 1000' 0 'SH O II l. 0 ER -------.... NOTE;P/oce C30 every 2.0001± throl!.!Jh C/05ure . Di,t Co<Jnty 11 SD 78 Poi! Mil.,, Tcifol Pro11:ct I.I/ 1.9 Sh""' i '" No St,.,.,,. REGISTERED CIVIi. F~(~INF-t'< NO. 23688 DATE APPROVED A/~vem/Jer 1$1928 c-, r--,.._ <:, :i::. <.n ~ n, n, t:, * MIN /000 1 TAPE.If FE./\ LANE {'_L05lD SPECI.IIL JIIS7 5!GN5---.....:c---_ FREEWAY LANE CLOSURE 0 0 O OJ.a O -0 ._ ______ _ L TYPICAL LANE CLOSURE /IT OFF RAMP ~-~----- 0 0 0 0 ,::,9----.QA-0 _::.:::::::::--0 0 0 0 ON RAMP • /n N l>4 200'± /LLtJM/N/ITEfJ CONES 50± MIIX'. SP/ICING TVP/C,4L LIINE CLOSURE ,4T ON RAMP SHOI/LO ~~--------, ALL CONES 50/ MIIX SP/ICING ---------------------------- ---------------------------<"'> PLACE Ti'ii'r::Ef CONES AC!f055 EACH CL.05£.lJ r.._. --------- 1500' 0 0 • 0 ----0 • 0 0 ■ 0 * * FO!f C.l0:5Uif"E OF ENT!ltE .FAEEWA,Y, U5E MIN. 1500 1 7APE/\ ?ER_ LANE (',L05ED FREEW/IV CLOSURES ws1-- 28"c · ONE 2/ II DRILL H0LE{EACH 5/OEOF S!6N) FOR Fl/STEN/NG 1/Y!RE 0 5/'Et:/AL W57 (PLASTIC) -ORANGE WITH BLACK IIRROW I I I !500' **1500' LAN€ AND :'>HOULDE.R:5 MEDIAN 61/0t.JLOER 0 ~ c2- o • o" 0 • 0 ----a ■ o 0 • 0 It --- 0 0 • 0 ~ C2 0 ~ CZ SHOULDER ' 0 0 0 ~ CZ 0 0 C5 0 0 ONE FL/ISi-ii/VO Al?f?cJIY 8/G/V FOi? EACH L4!VE CL05c0 NOTES LEGEND I MEO/AN LANE CLOSURES SI-I/ILL CONFORM TO 0£TAILS FOR OUTSIDE LIINE CLOSURES EXCEPT Tl/AT A 11LEFT11 OVERLAY SI/ALL BE PLIICEO OVER 11RIGJIT"ON Tl./£ SIGNS. 0 CONE. ~ 5/GN ■ 5P£CIAL W57 I FLA5fl!NG AK!fOW SICN Z. FOR MULTIPLE LANE CLO.St/RES 11."C 30" SIii/LL BE PLACEO AT Tl-IE MIDPOINT OF Tl-!£ 2 1101/NO .3Rt1LIINE TAPER 3. /ILL SIGNS FOR HOUl?.S OF DARKNESS ARE POl?T.48Lc ILLUMlll/4TEDS/Glll5 EXCEPT THE lf'57 SIGN$. 4. SPEC/1/L W57R SIGNS SIii/LL 8£ t/SEO /IT 250' SP/ICING ON T/lPERS ANO 500' ON TANGENTS. , 5 ALL CONES SIii/LL BE ILLUMINI/TEO CONES U'IT/11?£,,CLcCTIJ/£ CO/lie SLEE/IE .Ot'.1/,R/;VO f!Ot/RS OF DAl?KIVES5. r;_ C 18, C/9, ANO C20 SIGN STIINOARO SIii/LL BE E{)UIPPEO WITH 3 FLAGS FOR OAYTINE CLtJ5L//?E5 .41!/LJ FLASH/NO BEACON FOR HOURS OF DARKNESS, 7 .4 MINIMUM OF 1,500' OF TANGENT SIGHT DIST/INC£ SH/ILL BE PROV/0£0 FOR VEHICLES IIPPROIICHING TIIE FIRST FL.46'f/lNG Af?ROW SIGN. ''AS BUil r·· 8 MIN IOOO'TIIPER PER LllNE CLOSEIJ. 9 WEIGHTS FOR S/6N ST,48/LITY SHI/LL BE ,'lllNO a,qGs OR OTHER /)£//ICES ,1/PPl?O!IEO BY THE cNrJINEER CONTRACT ll-040974 YEAR COMPLETED 1-23·-ao /0. Tl!£ FIRST FL4SHIII/G AR/?0#" SIG/V SIIALL BE TYPE I, /ILL OTHERS MllY BE TYPE I OR TYPE ff. TRAFFIC CONTROL SYSTEM FOR LANE CLOSURES SHEET t MISCELLANEOUS OETA/LS )( )( • • X X I It ) l I I f I 8/fc?Vf PEI? 0 I ---ME0/4N SIIOULDER - 0 0 0 0 0 0 0 'FL.ACTl?EE OAYTIME .FLAS'lfl/10 BMCON N/Oh'T TIME FREEWAY SHOULDER CLOSVl?E I. LOCATE Cc,¢ SIGN ,4,0,0/?0J'. 400.r /IV ADJ/AIVC6 Or 11/0/?I( ARLA. 2. BEOIIV CONcO 7:4PEI? cOO'.t' /;V AOf-'AJVC'E OF U/0/2'/( AREA. S,PACE C0/165' AT .?5' IN 7;4PER -50' OIV TANGcNT. 3. HOtl,fS OF f}Af?l(NE6S : ILLVMIIVATE SIGNS ( CONES. ,.---SltiNS-700 1 TO 1000' /1P/IRT 0 WOR/f Al?EA 0 Oilt. Cov"ty lout■ II SD 78 OJECT ENGINEER PINI MIIM S..... T ... I Tot.Ir,· N.. -.... I. I / I . 9 25 63 REGISTER~D CIVIL ENGINEER NO. 23688 DATE APPROVED ffet:e/270er 1.1/928 • CONES 50' MllX'. SP/ICING r--n n, b ,-~~ J: 0 -i,~ "'"'ro l> .,, ),. 0 0 z n .,, V, .,, 0 CONES 100' MAXSPACIIVG' 1500' MIN • f-<'-·--200 '---•··M£01AN .5/IOULOER J • 0 • 0 • a o 6 0 ---0 lt-.:::-, • .--*---0- SMOULDER ------2:::::::::::::::. ___ ONE FLASfl/NO llRROW SIGN FOR E4CII L.AIVE CLO.SElJ PL4CE Tl-I.REE CO/YES ACROSS CLOScO L//NES E//ERY 1000' NOTE: PL/ICE C30 EJ/ERY 2/JOIJ:f' Tllli'tJVGII CL0.5'Vf?E. I FREEWAY LAN£ CLOSURE WIT/-/ PARTIAL SHOULDER USE W57-- 21" 15" 0 SPECIAL W57 (PLASTIC) ORAN(}£ WITH Bl.ACK ARROW OR/l.l. HOl.£ {EACH S/OE OF S!&N) FOR FASTENING WIRE 0 Iii • I LEGENO CONE SIGN SPEC/4L J,f/57 FL/1511//t/G ,LJRROW SION I z. 3 4. 5 ' z NOTES MEDIAN LANE CLOSURES SIIALL CONFORM TO OETA!LS FOR OUTS/OE LANE CLOSURES EXCEPT T/.IIIT 1/1LEFT11 OVERLAY SI/ALL BE Pl.I/CEO OYE/?11RICIIT110N TIIE SIGNS. . FOR MULTIPLE LI/NE CLO.SURES A "C .JO" SIIALL BE PLIICEO /IT THE MIOPOINTOF EACH LAN£ TAPER. /ILL SIGNS FORHOLIRSOF04/?l<NESS /IRE PORTABLE ILL UM/NII TEO SIGNS EXCEPT TIIE W57 SIGNS. SPECIAi. U/57 SIC.NS SHALL BE t/SEO AT ?50 1 SPACING ON T/.lPEfi'S ANO SOO' ON TANGENTS. ' ALL CONES S/11/Ll. BE,ILLUMINATEO CONES WITH l?EFLcCTI//E CONE 5L£EYE OV.R,WG h'Ot/1?5 OrOAf?K/VeSS. C /8, C/9, ANO CZO SIGN STANOARO SIIAI.L BE E()I/IPPEO WIT/I 3 Fl.I/GS FOR lMYTIME CL0.5Ul?E.S A',110 FL45HIAIG 8c4CtJII J={},f HOL/1?5 o,c OARtrNE6S, ~ II MINIMUM OF l,500'0F TANGENT SIG/.IT DISTANCE .SIIAI.L BE PROVIOEO FOR VEIIICLES IIPPROIICIIING TIIE FIRST FLASHING llfi'ROW SIGN 8. MIN I000 1TIIPEI? PEI? LIINE CLO.SEO . 'AS BUil T .. CONTRACT //-040 'J 74 9 YEAR COMPLETED 1·13·80 WEIGHTS FOi? SIGN ST,118ll.lTY SH,IILL BE 5/INO BllGS 01? OTJtER OEYICES APPl?tJYELJ BY Th'E ENGINEER, /0. TIIE FIRST .FU/SH/NG ARROW SIGN SIIIILl. 8£ TYPE I"""' Q, d /ILL OtHERS M,4Y BE TYPE IOR TYPE ff .vW&-t>».s--6 TRAFFIC CONTI?()(. SYSTEM FOR LANE CLOSURES 25. J ~-------------------~-:---------------------r---------------------,,----------------..i...;;s;.;.;.H;;.;;EE;.;.r,.:;2~ ____ M_1_s_c_E_L_L_A_N_E_o_tt_s_o_E_rA_1L_s _ ___. I I' I ' ,.., /I ' li =11 • ' ~ a, ~ ..... -t ·-~= e-1 ;: I j,.j,196 11 dia. holes for mounting 31~" bracket to post See D etail A ~~' +-580 -,.---;-:t-__ --r- 1 AL A :::0 - ~ (\J • =(\J '<.; -a, 0 a" Paint Black • ~lector =~ 1 t-~161 )( -a, '2 · .:s: t:: (.J1 All numerals and _c - ' +.---1f--)I (\J . a, L I = ,._ . y = ,._ I A+11 I --r---,--"w---,r-,--''-i ......1.. -0 F-C -0 ·--a. ~ ~.........,,._......___._...... -s:- DETA IL A LO 0 ) 5i,s7 r-2 ~16 -1 r-5116 ~ II 0.123 -0/ 0.138 11 9 II V16--11.-11~ 1/16"----,------ ___...c 3~6-~ I I , •A SECTION A-A Metal M I =u, r-'S E co 0) letters to be ~ ~ ............ --1rr, 1 N 21/2'' Series D ? Q (>J stenciled block 1 I ~m 1 ~~a· 3~•d~2~· EQ-Milepost · 3/a_:f-~ 112'' Equation when flf1T1 Baked White Enamel directed by the LllW Engineer ~r• __ !'TT"1f1 \ " ',) • 1 ., tJ __ FRONT II I Chamfer r _, -I") \ ' J arker Post to be as shown hat minor variations in and dimensions will be except t design MILEPOST MARKER UI I permitt ed to meet manufacturers standards. METAL MARKER POST ~ t ---·•--+ Jarget Plates NOTE (9 = 5 1-0 11 when @ is 3 1-0 11 Cb)= 6 1-0 11 when @ is 4 1-011 @ = 4°-011 Standard height. ..!! 0 = .c a, - <( @ = 3'-o" Height when specified in the Special Provisions. I -,~- =r0 ~ u --_l_j Material: _J =l Alumin·um .05011 Thick ....__.!'--:-----1---.---...A..• (3003H 14 Alloy) ~ 1 When two target plates are mounted I II on single post use one mount per set of target plate holes, to be attached with ~6' blind aluminum rivets. TWO PLATE POST MOUNT 13" . I r2 1;q Reflector bracket used to ""T'""---:._~L--• mount 31.it" Reflector to ,::s-back of Guide Marker Post ,,,.-....., on curves. Brackets and I" Dia. reflectors to be attached with 3/16 1 blind aluminum rivets. Material: I White stripes ref lee tori zed :_ A'<_ &~' Black stripes I hole .196 11 Dia. ..---11211 Dia. Aluminum .08011 Thick c::::=::::::dp:::i:::::=:::f::::,, ( 6061 T 6 A II oy) _'? r'1 (\J l.t_~ (Lt) 3l/4" Reflector: -0 -I I") = 3 =v .--ic:=~--l II X Ila" - Steel bar ~T"""--1 -9 (galv.) -I") -'-----+---H ---~ l~"-'x ll/411-Total 2..c+--.:;J--+--__.__ -Bolts with hex c::::==~'-'~ nut, I -plain and c::::::===:::l I -lockwasher per bolt . BRIDGE RAIL MARKER (Connections to .other types of rail posts similar) Reflector Assemblies on Bridges are to be placed at Standard Guide Marker spacings as shown on detailed plans or as directed by the Engineer. Jl 0 0 ®-. 0 ©-' 0 0 (\J ~ 1J -, ilJ...I" 0 ~ I . ((ITI -N ,r.--,-;t ~JJ]i ~.)' (Rt) FRONT 3:31/4" Yellow Reflector ~ 1tU~ REAR Target Plate = 0 I - (\J TYPE p TYPE L I I ' I I h I I I ' Reflector frame 31,411 Yellow Reflectors . 15 II -• I c..o rr, l(J!} __ ___._ 0 -' 1i:Joccomponyplonsdoffld November 13, 1978 t7iCTtJ;Trwro.t~~~~o-♦; PTo~11r lirl CHI BRANCH REGI STEREO C 1\/IL ENGi NO. 11210 APPRovro September 16, 1977 HORIZONTAL REFLECTOR UNIT . 2-3/a" Dia holes I 1/1611 Dia hole ---- ' I r--,. ; - ' -0 ' ' ' I ' ~ = L() -(1) 3 I Vi' 3" CLEARANCE MARKER MOUNTING BRACKET FOR TYPE 9 BRIDGE RAIL -= 31~· rl,'i" ~ 3V211 i v ---L 0 ~ ~ -, ,, (\J ,,, N _L ~ 1/i I :r -I _, -• -~ ~ -~ ;g, s. (\J I") ~a" Radius %"Radius ' TYPE K I . 12 max. • Usable Shoulder I 12 max. Usable Shoulder C: C::::::::===:::::r--~ E.P w MARKER WITH DIKE OR CURB POSITION I NG -~ -L() v Dril I .196 11 holes 1 fasten with 3/16' blind aluminum rivets. 314' Black Pipe or Metal Marker Post. Guide Marker Reflectors TYPE COLOR FRONT BACK A None None E Clear 1-31~11 1-31/4 11 F Clear I -3~11 None G Yellow 2-3¼" None I Yellow 2-31/4" 1-31~' Horizontal Reflector Unit K Yellow 3-314 II None Clearance Marker ' L Yellow 3-31~" None p Blk. a Wh. 45° Oiag. Stripes Milepost Marker M None None NOTE: Plans or contract items will specify combination of reflector and post assembly for Guide markers e.g. A-1, E -2 etc. Al I reflectors to be 3 I~· diameter and center mounted. See Standard Plan A74-B for details of Type N Marker and Snow Pole Bracket. ' I I NOTE: I I I , , 1 11 This plan sheet supersedes plan sheet A 74-14. ;~ : -¥,-* page 19 of the Standard Plans dated March,I I I ,_, CLASS I I I I I -----c~~s_s_2 ___ c_L~;s-2_A __ cL_A_s~ 3 l)Wt;. g os-g ''AS BUil r· SPECIAL DETAILS 2 holes I~" Dia. GU IDE MARKERS (TYPICAL) 'MARKERS CONTRACT lt-o4 o 9 ?4 · 26~~----R_E_F~L_E_c_T~O~R~B_R_A_c_K_E_r ___________ c_L_E_A_R_A_N_C_E_M_A_R_K_E_R_s ___________ ~_e_Ch_a_rt_f_or_c_o_lo_r_a_nd_N_u_m_be_r_o_f_R_ef_le_ct_o_rs _____________ ~Y~EA_'R_c_o_M_PL_E_TE_o_1_-2_~_-8~ & 9//6/77-4 "Stripe HOS 41/411 SDA74-A.8 en 0 l> ~ I l> • CD N N -(\J rt') / 3;4' Chamfer 7 .. 2 11 5 11 3,, Level i--~....-~ (See Note 8) I Class11B 11 PCC. 311 511 2" 7 II 20: 1 Minimum Transition Limit of Payment for Concrete Barrier (Type 50E) Construction Joint (See Note 6) r Type 50E ~A <.=· Traffic 20: I Minimum Transition To accompany plans doted_N ___ o ___ v""'em-'-'=be"'-r....:..:I 3""--'1'""'9 ..... 7.._8 __ II 'It" Type 50 r:4 • • • ,4 • ·-• LL -• 0 • • • ~ -r<) -0 0 > • = (\J I • • -0 0 > . . ' . Traf fie ==f> · I II Expanded Polystyrene between Column and Barrier Cl II II ass A PC C NON-RECTANGULAR L..A RECTANGULAR (See Note 5C) (See Note 5 B) This area between barriers for structure columns. (See Note 5A l COLUMN COLUMN CONCRETE BARRIER SECTION A-A (TYPE 5OE) 1__...-----"r Punch slot as required to accommodate wire = I.D DETAIL B 3; II ;:;,- II 9 ga. x I long staple 8 ·I 31, II ♦ 16 Holes :~ I ~ or 9 go. steel or aluminum wire tie ~ I I DETAIL A I r<) I I = <.D I -- = co ~ I I = I~ L~~ GLARE SCREEN POST DETAILS TRANSITION AT BRIDGE COLUMN Limit of Payment for Concrete Barrier Type 50 E F==~~~~~( L::Ji.rrml[it~oQ.Jf:JS~t~ee~IJR~e~in[tlfQJor~cmem:nmenmtl_.j,_,__ _______ T_!._;y~p~e~5~0~---\,.,-- _L_im---:i t___:o_f-...:1-=0_"_Fi_:o-=o..:...t i___:n....__--t ____ V!_'a~r.,___-+-____ .!.!,IO,t_1-=-~oL'_1 ------!---L. ·t f 10" f . . 11r11 o ootrng 20: I Minimum Transition E • 20:1 Minimum Transition - = T .c (/) Q) ~ 0 -Q) ~ =co "O io' Q) <.D "O I C· - 0 a. >< w = 0 -I = (\J 'It" L I • C :4, CL Concrete Barrier I TRANSITION AT SIGN PEDESTAL 3;. II -i f-4 =~NI[ ~-_J ~II ' ,.... l See , " l,l.......--il?~ 9ga wire---~-NoteB CL Con crete • --- IL I II steel ¢ 12 -6 c-c 1;2'♦ Bolt w/nut. 8 lockwasher, I =~1 ;;~v II~ ~.II~~ +--.... 9_ga wire • Barri er I --, SECTION A-A Provide holes for staple or wire. See Detail A I I; II ~r II;, II 4> H I 16 o e • • = (j) = co ID' 11 11 II ' II u.pi Bend: Min. It II II II 11 1--See Note A II.II =~r>--+---"c--r--~ 310· ~~ I II Rad.= /2 /-j---t-----~v-----t- SECTION ELEVATION NOTE "A" 5/g" expansion anchor ( non - corrodible) Hole depth and diameter to be determined by manufacturer's spec1f1cation NOTE 11 8 11 Detail B may be used in place of Detail A. Chamfer 5;16 PLATE (See Note 4) GLARE SCREEN ATTACHMENT DETAILS -CONCRETE BARRIER TYPE 50 Optional -c.D ' R[GISTERE0 CIVIL ENGINEER NO 11210 APPAovEo_S_e_p_te_m_b_e_r_l_6....c..,_19_7_7 __ _ CL Concrete Barrier I 7 11 211 6 11 211 7 11 3" 311 New Construction (See Note 7) - 1; 4 G 6 (Tot. 5)(Typ)-C\J rt') tt4@12 (Typ.l----~ -Finish Grade) -Finish =r0 ~ Grade 0 0 I --(\J -- r<) 0 r<) -0 15 11 Existing Sign Pede st al -Sr•,,--_J-~---i SECTION E-E SECTION C-C GENERAL NOTES Omit expanded mesh panel at approximately 600 1 intervals. Vary spacing to provide an opening at each structure crossing over highway. 2 . See Standard Plan A 77-B for additional Headlight Glare Screen Details. 3 . See Standard Plan A 75-A for Concrete Barrier Type 50. 4. 5. 5fi6' Plate to conform to A.S.T. M. A 36 Specifications. Contractor Options for f i 11 between barrier wal Is: A. Place 4 11 Class II B11 PC.C. at base between barrier walls. B. Place 12 11 of granular material at base between walls. C. Place granular material from base to bottom of 4"cap Forming material for 4 11 cap may remain in place. 6 . Reinforcing Steel shall extend continuous through construction joints 8. • See 110verhead Sign" Plans for Sign f:edestal Elevations on New Construction. Adjust height of barrier on low side of Off set or Super elevated Roadways to provide level grade across top of Type 50 E Barrier. NOTE: This plan sheet supersedes plan sheet A 75-8.4 page 22 of the Standard Plans dated March,1977. AS BUILT" CONTRACT Il-040974 SPECIAL DETAILS YEAR COMPLETED 1-2.3-80 27 __________________________________________________ C_O_NC_R_E_T_E_B_A_R_R_IE_R_T_Y_P_E_5~0----~ 4/2/76-Redrawn to incorporate all revisions & 9//6/77-Rev. Trans.at Sign Pedestal a Note 7 --------------~ • -_---•-1 ' ' Cf) 0 l> -,J (J1 I CD • (Jl o.111 11 ~ Nom. -f'() I -- 2'-6" • ,c 0 . ... . a. w a. <l 'Slotted holes 29132' x 1118" RETURN SECTION· I --,.,,, h II --0 I -(0 -II -0 I I -I I I I I I ,.__ ;::+ I I I I I I -0 II 11 H II I I II I I II r--\_ ,, ·11 . II II II I II W6xl5.5 STEEL POST Post boll slot BACK 5;8 · x 11{t" Button heod oval shoulder bolts with 11/4' recessed hex nuts-Toto I· 8 per splice ond 4 per term,nol section t Lop in direction of traffic. RAIL SPLICE l. 8112' .1 24' Approx. Slotled holes ,c 0 . ... I w a. ---t _· ----+ ~ A \ II ~ 0.111 Norn. " R = I" lo 2 11,z" TERMINAL SECTION TYPE II A II --1311 6" --,.._ FRONT ... -(\J -· - 6 11x611 x l1-211 (0.1875 11 thick) TUBULAR STEEL BLOCK £ O.lll 11 Nom. Same section a rail element. s II 3/411 X 2~2 - Post Bolt Slot / 12 II 6 II (~ 71 I 6 II BACK -UP PLATE I -. ~ C\J - ( For use between guard rail and steel block at posts between rail splices.) 51. II < 16 31,11 r ~ I 1/411 ' 27"± ~ 0.111 11 • 12 11£ Lop Norn. = ~I 0 0 D 2" 61/4' 4 114' 41/◄" I (!) Some os roil I element section fJ TERMINAL SECTION TYPE II 8 11 I • -1 . ~ 16 ·,a, ,-. • ly II I· . '6 ·1 =~E I ?:--··, · 15/16 I I I I. ' I • Plate = ~ ,-.; - 5/a11 'P BUTTON HEAD BOLT FLAT PLATE WASHER R · s 1· Back-up Plate between a,I P ,ce 6 ,_3 11 rail element and block 0 . ¢::l Traf fie >< C o, C ·-::l!: ::l!: -..., C\J I I C\J N PLAN = 15 II o· ' II ~6 10 x ~6 deep recess one or both sides r (X) TI ·' jj') 11 II 3 3 " 1 16 yl6 Tolerance , v. .. 16 Toaccompanyp/onsdoled November 13. 1978 DISTRICT , I I . ,OUNT, ~.,.;I• Poat MIi• • Tolal Pn,Jec SD 78 1.1/1.9 28 REGISTERED CIVIL ENGINEER N0.11210 APPRovED September 16 1977 63 NOTES: * .., - & 0.111 11 Norn. SECTION THRU RAIL ELEMENT SIDE -N _, B T7 I• Traffic u I Foce 9._J ' = r,.. I . All holes 131~•• 2. Rail mounts to block with bolt on approaching traffic side of block and post web. 3. Block mounts to post with 2 bolts staggered. Lower bolt on approaching traffic side of. block and post web. 4. For End Anchorage see Standard Plans A77-DS,A79-C,A79-D. 5. Terminal sections will not be installed on the trailing end of guard rail placed adjacent to one-way roadways. 6. Contractor may submit alternative POST details for Engineer's approval. -t1 8 R " I I I I I : 0.0 • • • II I! FRONT • L -H = 0 = ♦ C\J I 0 0 l~a• 0 0 SECTION 8-8 , = . 0 I ~ H • • . 11/. II B~~e' Nl_lil I 0 110 = II Q II ono h ~ II • • II I ~ I d II II II II • I . W6 X 8.5 STEEL BLOCK II II 6 '-3 II Bock-up Plate <=1 Traffic IT ELEVATION SIDE FRONT W6 X 8.5 STEEL POST W6x 8.5xl'-2" Steel Block ( Each block to be attached to post w/two 5/91 dio. hex. bolts. See Note 3) 5ta'Carriage Bolt w/hex nut-+➔-./ and flat plate washer (See Note 2) W6x8.5x6'-o" Steel Post ~~~~:!:= . r,.. : (X) I jj') Ground Line or Shoulder Surfacing under railing • METAL BEAM GUARD RAIL WITH W6 x 8.5 STEEL POSTS AND BLOCKS Post spacing 6 1-311 C to C. NOTE: This plan sheet supersedes plan sheet 1) 11 I/ Ol)S'° -~ A77-C.8 S page 27 of the Standard Plans W(r 0 1 dated Maroh, 1977."AS BUil T'" SPECIAL DETAILS . . STEEL POST CONTRACT//.;04097'1 28~~---~~-~------------------~-a_·~_R_E_c_E_s_s_N_u_r _______ · ______________ M_ET_A_L_B_E_A_M_G_U_A_R_D_R_A_IL_IN_G~E-AR_c_o_MP-LE_T_ED_L_-~-~~ & 9//6/77-0.l!!''was0/08" en 0 l> --..J --..J I (") • <.D Ch -~ N - -t'") I -- 0.111 11 & Norn. >( = 0 <.D ,_ -8: <( Slotted holes 2%211 x 11.ia 11 RETURN SECTION 151t611 Dia. x 1/16' deep recess one or both sides 5/a" ¢ RECESS NUT ' 24 11 A rox. \ Slotted holes R = 111 to 2l,.4z" )( -~ N ......._.._ f-. --t------<.D ~ <( &0,111 11 Nom. R = I II to 2 1/21 TERMINAL SECTION 5t II 116 TYPE 11 A 11 3/ II ~ 5/911¢ BUTTON HEAD BOLT = (X) --(X) 27"t Lt_ 0.111" Nom. =~, Lo ___ o __ :::::::::::.... ___ __L .. ·'i_ l&J 61.~" 211 4V4" 4 II -~ N f Slotted holes Same as rail ~ element Section TERMINAL SECTION TYPE II B II • 2" (t_ Post bolt slot 2~3211 x I Ve" Slots %'' x IV4" Button head oval shoulder bolts with I1~ recessed hex nuts-Total: 8 per splice and 4 per terminal section Lap in direction of troff ic. RAIL SPLICE 6 1-3 11 ¢;:J Traffic • PLAN )( :i --ff') _, (\J --0 I -ff') C ·-~ --(\J I -N 1fi 6 Tolerance 111s' 0 0 - i--+-.-j 117132' -I5.tiG"R ~ -.----.--~ N =(£) - ())" Sym. about ct. I 0.111 11 &Nom. SECTION THRU RAIL ELEMENT / Plate • . 3/1611 Of' 0 183 II I 1Ji6" ~ =£ " ----~ - I I ' 3" -~ I") - FLAT PLATE WASHER 6 11x811 Blockbetween post and rail on all posts -- 61 -3 II l Post bolt slot Lap in direction of troff i ¢J Traffic II . II 6 x 8 D.F. Post □ ELEVATION To occomponyplons dahld November 13 1978 1.1/1.9 29 63 CHIEF TRAFFIC IIR REGIS'rEREO CIVIL GINEER .NC.11210 APPROVED September 16, 1977 Toenail with I· I6d gal nail on each side of the block Flat plate washer Cut steel washer -,.._ 5/911 Carriage bolt with hex nut ------- _ Ground Line or a, Shoulder Surfacing -under railing 611x 811 x 11-2 11 D.F. _J._,... Block 811 NOTE: --0 Post spacing 6 1-3 11 C to C. LINE POSTS NOTES: I. For end anchorage details see Standard Plan A 77-D.W , A 79-C, A 79-0. 2. Terminal sections will not be installed on the trailing end of guard rail placed adjacent to one -way roadways. This plan sheet surpersedes plan sheet A 77-c.aw page 28 of the Standard Plans dated March, 1977. "AS BUil T" SPECIAL DETAILS WOOD POST CONTRACT II-040 971 ' YEl,R COMPLETED. I-Z.3-80 2_ 9 METAL BEAM GUARD RAILING .. &::::-,"':;9;"'./;;/6;'/';T';T;".:_'::;O~. /';;ll~"~wa::s:":o:;'".l';';O~B~"r" _______________________________________________________ ....:,:=..:.:_:=.=:..::.:.:_.=,::.:_::_:::...:_=:.=::.:..:.::.._ ______ _J snA77-C9W en 0 l> ...... ...... I 0 -------··== ----"''-_.,,1:..,___ -----·,r -~~• ----liJL C'"_ ---.::it. ----,r• ---I=:::..-:::..'=------c-'L. --:::..--::___ -------:::::. --::::----~:::..-:::..__ ------:::..-,,._ Vories See Note 2 -.:::----..-:1 .... See Anchor Plate Detail --={,;~Q)=':: ==--==-____ _ ' ------=------ Blocks shaped to fr! Return Section ----= 3~"Coble Clevis and 17a' H.S. Bolt Concrete anchor l'..6"Min.dia. 6 '-3" 12" 16" -r 5'-6"ond Variable See Note 2 2" 4" 4" 4" 2.. I .... .......,C'T"'""-F:i::::::L....=+--t:1'·=+'=+'~=-----------f=iF~--7 • , ·· ; , 1 ; , i' , _,--Terminal or Return ~ 11 1 ,-------c-.....-5;8" Machine bolts w/cut ' 11 1 Sectr·on lO r 11 I .A.+ + • -, r I .~ -~-,1-1-r 1 -, -""'"L~=~=~=.:: • .::.J1;:-.:: _ woshersTonfron 8 t face r 11 , 1. : -1------.::-.::-.;;-_ otol-: :1 ' I \ 1·1 ,: Anchor Plate 11 :: ) Golv. rod ct_ To coincide with , ~ ,.~ ,I~ Coat rod with Coal Tar Enamel or Coal Tar Epoxy, 11 I 11,\YfA'YI/ I II r II I LI,' ~ l~'x 4 1-61 ' Galv. rod with full penetration ---- welded or drop-forged I 1/2" eye. See Notes 3 and 4. t.----JI,...... r 11 I I II I I II I L • ..ILJ 1 '-3 II ,I: 1 1r I See Detail "A•~ Lt_J 2" M' 1n. Cover 11-611 Min. 010. ' I • «=='=~·--. -# 8-5'-4" lg.-1""111 ~. -: t-.... Total : 2 -. ': DETAIL 11 A11 ... -# 4-Totol:4-+-H-.._ •• ·.:· • METAL BEAM GUARD RAIL ANCHOR -NOTE: Other alternative for attaching cable to anchor rod Must be approved by the Engineer. round Lil\le • I C .._ ·-Cl) ~ > 0 C\JU -0 I -v & ~a" f6 Bolts @2 3411 1 , 11 111 r·; =~N I i -:,_ C.C. Horizon to I (Tot. 4) W/Hex Nuts a Washers •· 1 • · .-~ff:! PL 6 "x3ta" x I'-O 11 L 6'x 4'ic v-z' x o'-6" . I Vor.ies (Less than l'-9") 12" ' ••••• • J 5 II I 1/16 II II 11 NOTES Tooccomponyp/ons doled November 13, 1978 II II ' 1""'1611 5 1'16" I Dia x 7 lonq stud ·7 " i---Th_r_e_o_d-ed_e_n_tir_e_l-=e=--ng_t_h ___ ~ ~ I : 3/,a" I (3;4· Coble to be ~ -1 i~~~~e_connected N,1,1,11111,1,111111111,,,,,,,,,,,1,111,,,,,1,11111,,[--=-l!~I-J~---~.,rit ~ _____ J I. Cable to be parallel to guard roil for straight runs of roil. Coble may hove angle point at anchor plate if guard roil is curved. · DrST'1rCT I I cou"'n ~UTEjp0 stM,1e~-Toto1 P,oiect S~~ET •v••L SD 781 I. I/ I. 9 30 63 SWAGEO FITTING ANO STUD Hex nut for 5/811 bolt Either full penetration weld or bend to fit 1/4'weld -rt) 1"0,0 stud I Y" Oro hole ,n 16 5;8" Machine bolt ond cut washer on front· face ot neutral axis of roil 1;_;1Plote Neutral axis For 5/e' Bolt on neutral axis ',J ,, Metal Beam Guard roil SECTION A-A ------------- 11.f Plate 2. 5~6"with terminal section. Moy be less with return sections if separate rods connect to concrete anchor. 3. Anchor rod hooks to be in contact with anchor reinforcement when concrete is placed. REGISTERED CIVIL ENGINEER 11210 APPRovro September 16, 1977 4. Wire ties may be used to position anchor rod. 11 11 I I I ii 7 II DETAIL II B II 3 l14. I 3/l II ........ re ii II I -11,"o· ,._ '4 10. 1 ii r I holes--4=~~1::"'!1 '~- 11 I II I ii I 6 '-3 II Ground line -(D I C\I 0 Backup Plate-See Standard Pion A 77-C.S. for Details. Splice bolls (4) --~ 13~11 x ~"x 7" Plate washer Detail "B 11 -· · W6xl5.5x 3'-10" II 11 -· ,. Post 11 --Concrete II : J, BURIED POST ANCHOR I 1/4 Dia galv. rod PL 1/z"x 5"x 5 11 5 "o· Center I ~6 10. · hole for rod. • • ~8 I Y,i' Dia golv. rod PL 1;z''x5"x5" - s "o· Center I fi6 10. hole for rod. I'-6 11 Min.die. l11x211 H.S.Bolt, hex nut and cut washer Backup Plate 11,£ Plate Standard swaged connection for 3~"coble W6xl5.5x3';..IO" Post----- . 5 II ANCHOR PLATE DETAILS ' / " ~ -. I ,-I .... ~ . : I : <' :N :s rt) - .~ • I Grip= Thickness of eye on anchor rods t 1/4 " • OPTIONAL ANCHOR ROD END DETAILS ( Single Anchors only) Note use two I~.{ Dia galv. rods with hook and eye for double guard roil anchor I 1/4'x 4'-6"Golv rods --- parallel to axis of guard rorl ot po,nt of ~ anchorage ~~=:;t.====~==.::==::- • I " 11/2 Eyes. • • 6" Min_ A·· .. ,·• . · .. : ~: : ' ' .a, ... ,1 ;a,· • ,4 Hex Nut Cut Wosher I I,.. ______ 7_13,,;..:.16"-"-----tl ~ =,N f DOUBLE -ANCHOR ---concrete Anchor_~ 1'-6" Mrn. dro. SINGLE ANCHOR Grind top of exist. conc.---- ftg. Smooth or level W/Grout ·~pad as required, 7/a"x 7" Conti nous threaded rod set in epoxy adhesive in 11/411 x 5" hole, CLEVIS NOTE: NOTE: 4 per post. • "AS BUil TH Use 6 11 x811x Var. D.F. Post with this detail in lieu of W6x8.5 Steel Post SPECIAL DETAILS where spread footing is encountered. See Standard Plan A77-C-W CONTRACT ll-040974 • This plan sheet supersedes pion sheet A77-D.2S page 29 of the Standard Plans dated March, 1977. 1)W '-9 i os--g for roil fastening details. YEAR COMPLETED I-Z.3-tJO STEEL POST 3·QL ____ ~P~O~S~T~-~FO~O~T=IN~G~CO~N~N~E~C=T~IO=N=----------~~~-----------------------~~G~U~A~R~D~R~A~IL~A~N~C_HO_R_S~~-:;:;~~- C' r"\ I\ , , r'\ "7 t"" _& 9//6/77-2¾," was 4" _ _ -r I en 0 )> -..J -..J I 0 (>J (J) 3\ Blocks shaped to fit Return.,,· Sect,an , See Note 2 • • . . , • Concrete anchor i'-6"M,n d1a 5'-6"and Vor,oble , 12" See Note 2 ...r. 4" 4", 4 .. , 2.. I lr,-.r=1mr---f,=:::i..I -=:W,:::+,:+;:::W: ;==-.. ---.....t-------f.===...-,-,i,--Term ,nal or Return ~ , 1 .-.;-.-,-..»-5/8 Mocnineboltsw/cut: , Section l CO~~,~--, -<¢==:::::::cc~ .washers on front face I 1 L.• • • •_, a -8 1 : -1------:""'-Total-: '---r-r,~---'~\A:n~ch~o~r~P~l~Oltle:::::~~:;J:_,, z---o~bl_e...J Golv. rod i To coincide with , '"1111 ~ Clips axis of anchor cobl., • I ,,, ,,r ,,, Coot rod with Cool Tor Enamel or Cool Tor EpoJCy, L I I ,. J l~1JC 4 1-6" Golv. rod with full penetrdtion- .----, welded °' drop-fon~ed 11~" eye. See Notes 3 and 4. 1'-6" Min. u,o. a IJ I I I I L --J r 1 See Detail "A''-' -1--c:1:~::;: L __ J ' I 2" M" 1n. Cover ► I ' • 8-5°-411 lo.-"""' • • Total: 2 DETAIL "A" -# 4-Totol:4 METAL BEAM BARRIER AND GUARDRAIL ANCHOR 6"x8" D. F Post I Clip spacing 11 U 11 Bolts of clip on short end of coble only. "U "Bolls tightened to 50 Ft. lbs. torque. CABLE CLIP INSTALLATION & -.--'v--=,..,....--1r~- ~811 -Bolts @23~' C.C. Horizontal ·(Tot4)W/Hex , Nuts 8 Washers -~~ PL 6 "JC 3te' JC t'-0" L 6'x 4'ic v2· x o ·-s 11 .. - 41- ,., • .. (l "' 8" .1 i: -• , .. A 31/2 II • 5 II t f Vories (Less thon 11-9 11 ) 12" Hex Nut Cut Washer - Grind top of exist cone.--- . ftg. Smooth or level W/Grout pod as required 7/e11 x 7" Conti nous threaded rod set dh 11'411 x 5" hole, in epoxy a es,ve In ,. 4 per post. POST-FOOTING CONNECTION • • l'-ll I • ·, -. • • • .._ I ,·-o"!I ' • • ,. 0 I -- • 0 I • SWAGED FITTING AND STUD Hex nut for 519" bolt ' Either full penetrot,on weld or bend fo fit ';◄'weld 1/-4° Plote I/4"weld 1 ~~ Oio hate in 112' Plate 5!e'' Moch1ne bolt and cut washer on front foce al neutral ox,s of roil I;.;•P10~~ Neutral oxis 2.J I -t., ,, -. ,, • For 515' Boll on neutral axis Metol Beam Guard roil SECTION A-A 519' Boll Standard S•OQtd connec lion for )~" co bit ANCHOR PLATE DETAILS • ,,-" NOTES Tooccomponyp/ons doftld November 13; 1978 I. Coble to be parallel to guard roil for straight runs of roil Coble moy hove angle point at o·nchor plate if guard roil is curved DISTRI N E 011 Miln -Total "'•Jtct SHEET 11 SD 78 1.1/1.9 31 63 CH I EF, TRAFFIC BRAN 2 5'-6" with terminal section Moy be less with return sections if separate rods connect to concrete anchor . REGISTERED CIVIL ENGINEER N0.112I0 3. Anchor rod hooks to be in contact with anchor reinforcement when concrete is placed •"""°"Eo September 16 1977 4 Wire ties moy be used to pos1tIon anchor rod. I I 1Ci]:- I 6 ,_ 3" o, ,, I + I 01 11 Ground line • II II : ~ co I 11 -, " N II , II Bockup Plate-See Standard Pion A 77-C. s for Details. I I 0 • Spl,ce bolls (4) • ,. , .,,,..------- 13z" 1z" 7" ....---4 Jt 4 X PI ate washer Detail "e 11 W6Jtl5 5Jt 3°-10 11 Post +---Concrete BURIED POST ANCHOR 1'-6" Mindio . l"Jt2 11 H.S. Bolt, hex nut and cut washer Backup Plate DETAIL II B II 11,oio. holes W6xl5.5JC3!..f0 11 Post----- ~4 131s' r II II I II I II II II II = ,.__ I 1/4 O,o golv rod PL 112"• 5"x 5" Center 15~~ Dia. hole for rod. -• ' • I 1/4 O,o golv. #8 • rod 0-. • • • PL 1;2"x 5"x 5" ' p , • 5 " • Center I 1i6 O,a . • • hole for rod. l/4 OPTIONAL ANCHOR ROD END DETAILS ( Single Anchors only) • • .-!a He,c head nut. No1e use iwo 1114 O,o galv, rods with hook . ond eye for double guard roil anchor 6 11 Min 11;4'• 4' -6" Galv. rods poroIIeI to ox,s of guard roil .. ot po,nt of anchorage e • -•0 • • I "E 1,2 ye$, • • <t_ Anchor " Assembly I " 1 ,2 Eye • • ----concrete Anchor --- 1'-6" Min dio. •a I • • '8 • • ---"'-1~"•4'-6" Golv. rod DOUBLE ANCHOR SINGLE ANCHOR NOTE: This pion sheet supersedes plan sheet A 77-D.2W page 30 of the Standard Plans doted March, 1977. !) W'9 f 05-g SPECIAL DETAILS "AS BUILT11 WOOD POST CONTRACT //-04097:t BARRIER AND GUARD RAIL YEAR COMPLETED l-23-80 ANCHORS SDA77-[ • I I -c.D - -- I 21-611 O.lll"Nom.£ .. ~32x 3" Slots ~4' Dia Hole TERMINAL CONNECTOR -~ 29;32 x 1118' Slots for ....--.... Splice Bolts Terminal Connector 11" Radius Return Section 41/~( I 41/4 1 12 ~I I \ 45° OPTIONAL DESIGN TERMINAL SECTION 0.111" Nom. ~41Dia Hole -(X) ' 291 " 11/" SI t 32)( 8 o s TERMINAL SECTION-ELEVATION r---7 16 11 X 8 11 : io.FPostl I ' 2" I TERMINAL SECTION TYPE C £ footing Line Post -¢:J Traffic 11 1t 6 x8 0 F Post ------ <}> Steel or Wood Line Posts Typical Post Spoc,ng 6'-3" Toper or Flore according to Plans 50' Minimum PLAN • Bock of Roil for Straight Section __,r 12'-6" added for Breakaway Cable Terminal 6 11 x8 11 D F Posts ------t---_.Jc::::i...... ___ ____c:::,:i___ ___ --.e::::::,L_ ___ ..c::i. ___ ----I.::::)._ __ ~.,:...Cll!!!:::::::::::_~b-i:--- See Note 2 1"010 x?"long stud Threaded entire length -:..~ c.D , I I I I -1 .. - I -t,- ·+-$ I ELEVATION 6 1-6 11 SWAGEO FITTING AND STUD 611x811x 5'-4"0 F Post 6 11 x8"x 5'-4" D F Post ---------------- ________ J Concrete Anchor ' r 6 ,_ 3" <[:> 5.1e'+ Corriaoe bolt w/hex nut and cut washer Concrete Anchor 18" 12 II 16" .. A II 4" 4" 4" ~---4-~-+--4 5;9'+Moch1ne bolts w/cut was hers on front face Total :8 I r------, I ~.:.-• __ • __ •_l._ I -,----------------..... I ________ ..,...._~_ L • • -♦ l --I -------' ......_ ......_ I I ~ -... -... -... -... I I -$-: d.,. Anchor Plate ___ -L..--2 7e' Oio hole --IO Ground Line ----Terminal Section Type C £ I() 4 II End Post 6 11 x8 11x5'-4" .-.r+...,._ D F ~+---YCut Wosher ' I .. Tooccomponyplonsdal•d November 13, 1978 r~T CToTtwt~·· ~1-;7; ~/K!11· 1 ir1 Hex nut for 518 "♦ bolt CHIE~~F tltz- "EGISTE,.ED CIVIL ENGINEElt NO. 11210 .,,11ow;o September 16 11977 Either ful I penetration weld o, bend to fit ~• Machine bolt w/eut washer on front face at neutral axis of rail . 1~"weld 1/41 Plat.._. Y◄' Weld 114 .. Plate Neutral axis For 5/e'• Bolt on neutral axis ---Metal Beam Guard rail PL 3 "x 2 34' x 1/2' I " d '• weld all aroun Hex nut for 1" stud ---..J--1 l"Oia. stud I ½6 Dia. hole in ~• Plate SECTION A-A ------------------- -Standard swoged connection for34"coble ANCHOR PLATE DETAILS NOTES <[> I . Used with Steel or Wood Post Guardrail. 2. For Trailing end of guardrail adjacent to one-way roadway omit Terminal Section. Next to last post to be a Line Post. 3. For details not shown see Standard Plans. 4. Posts to be centered in concrete footing. .. AS BUILT .. CONTRACT 11-0409"(4 NOTE: , YEAR COMPLETED l-?3-80 This pion sheet supersedes pion sheet A77-E.4 page 31 of the Standard Plans dated Morch, 1977. -0 I rt') ~--+r--, -r-... r--,T- 1 , I II L, I II I I t,.gl)S" i I 11 11 1J 6116·6/6 "'-J..L-'-'L-1) 1,,,,~_,..,J • ""-W LL....!J..::-u--1 '"' -V , -SPECIAL DETAILS ~--:--r ._ r 1--; 1 We&ded wire fabric --i-4-,-i-r 1 -~ /f' 1 1 I I 1 1 11 I I I 11 11 "V .......__L ... _-..r:1 :.-:.. •...r-... .-----24"Dia Concrete Anc1hors 1 .,_-:. &_-_~.r=.~ Form socket in concrete to receive 6 11 x811 Post or place CABLE ANCHOR ASSE~LY (Two Posts Only) ~ ~ concrete around 6"x8"Post wrapped with I layer of l/41 thick 3 2 L---------~D~E;:;T=A=l~L;::;::A=--~--~~---r--::::-r-"'."----:--=-::--:--:;;-"".""""'.:--:-::-:Po:7.r:-tla:-nd:-:-C-emen-:-:-t c_o_n-:cre7f9_Foo_ting ___ Ty;_p_. ______ e_x_pa_n_d_ed_p_o_1y_st_y_re_ne_f_oo_m_sh_e_et_in_g. _______ , ____ (_B_R_E_A_K_A_WTA~S;;:~~~A;:-:?;-:;?;:-~E?"."';; 5 ~, ____l., __ ·--~ _::,,_..___ __ <1:)_R.~evl/13_ / 75 -Wood was T1inber ¾ "was ¾ " Pol s I rene was Budd1n pa -,;,r £ 9 //6 / TT-0.1 II "WOs o. !OB" Add words Ti pe C _ _ _ _ _ _ _ _ _ I (/) 0 l> ....., ....., I ITI • (J1 I"♦ x I' -2" H S bo Its w,th woshl!fs and nuts (gohl) 9 11 9 II ---1----,,..-=.;~ I II II I ---"--IL ~=:--=o~~~--"f~_...,,~~.,..-....._ ____ _ , I 9" 9" r' 1-""--1---'::........ I "t x I·-IO" H '3 bolts w1 th Typ Typ washers and nuts(golv l I ---~~~ l rT'" -,. ., I I I t I ., I 'I jl_ -IL.. --JI I -----L --r-i---~"9---...-J Metal Box-- NOTE This deto,I may be used for both the approach and deporting ends of structures on narrow roadways ¢=:J Spacer 4 112" I 9 " ] 4 Y " v ' --~." f (I) = V l/4 hole Y4" Metol C) I. I'-6" • I 12 " 2" 8 y" PLAN 2" Typ. STRAIGHT METAL BOX SPACER ( See Note 6) ( Use when opp roach guardrail fS not tapered) ~See Note 2 _ o o I 1'-o"t l'-O"t Tope,J PLAN r- I -- 11 .. "Plate washer -O'I a. I >, ._ I- ENO SECTION DETAILS NEW OR 9" ELEVATION Terminal Section Type B ELEVATION 1 ';4" x 2 114' Slotted holes 4 -~/9 1 Spl,c e bol IS I .. ~ /4t Plate washer f£l 1 -~ ~ 1o"x1o"D.F ·_ 1-Post----.1 _.__ _ _. --~S.ee Note_.,.,5....__. ______ _ r EXISTING STRUCTURE WITH NEW GUARD RAIL ,, 1"♦ x 1·-2"H S bolts with I washers and nuts (golv) 6" 9" 9" "d II 2'-0"mox Locate post and block as required to, smooth roiling ltne and grade ' r-+ 7 I I I ' I ' t--t -, I' For deto,ls not noted see opposite end -O'I a. I I I I I ·' ~ I -L. ...J.._ ___L - 1 ---,,...---.., II II --~-.Jo. m,n 1 I Metal Box Spacer i"+xI'-I0"HS bolls with washers and nuts (golv l __ 0 -· __ ..J....._-=......__ ____ ___J_ __ _._ -- See Not_e _3 ___ 1 _. -•-ii Existing Metal Beam Guard Rail PLAN ~ 7C _=-_;-" ~ ["" -n---,-= =:J, ----l I " II I I II N II II II L _ -!:...-:J!.l~-A - 114" PI a tt J..~--:-: '' 2" I 8 1 " I 2 "I ,_ :'.. 1/4" Plate washer washtr '---I ~ "' ~ I'-I Y " I -..'.. t-. -----~ ~-----_ _L ......_ ~ • 1'-4 • PLATE WASHER FOR BACK SIDE OF PARAPET r PLATE WASHER FOR GUARD RAIL • \ Terminal Section ELEVATION £ Type B Post sizes and spac,ng os shown for Type I Flore on Standard Pion A 79-A ' 1'-o"t 1'-o"t I I "--''f 'f --' 1'-I '.ti' I a 'lz" 4 -~,.." ♦ Splice bolts 11 Yi_' 4'-0Y." Metal Beam Guard Roil section Typical '" .,__..,___I--__.._ ______ ...,. & 11141 l 21;.· Slotted holes~-3;.· 12'12' Slotted hole 1n both stet ans I : c:, C) 3'-2" ' Ste Nolt 3 0.111 " Nom. • 4' -0 112· long Mtlol Beam Guor-=-d-~ S _ 'le'~ Ro,I Spl!ce bolts ' £ 0.111 " Norn. • 2·-0" long End Section I " /2 Plate I " /4 Plott Ta accompany plans dal6d November 13. 1978 District County Route i-ost MIias Sheet Toto I Toto I Project No. Sheets II SD 78 I.I /1.9 33 63 41;" 9" _0'12" : 24- (X) 'v[ -~ 1114° hole Jr L __ 1 ' -6 " • I R19i1terecl Civil En9in11r No. 11210 •"'"'"ov(o September 16 1977 TAPERED METALBOXSPACER(SeeNote6) • ( use when approach guordro,I ,s tapered.) 9" 9" · Anchor bolls ,n 2 "♦ dr, I led m,n holes filled w,th epoxy grout 1" • x 1 ·-4" HS bolt w11 h washers and nuts 1"♦ x 1'-3"H S boll w,th washers and nuts ( golv) (goh, ) L _ 1=._: 1----¥---r---' IO"x IO"x 5'-4" D F Post 8"x8"x I !.z"D.F. Block Metal Box --:---=-=JLlllJ_ ____ ~~~~--, Space, ::-<;=J PLAN ~ Terminal Typ. ___...,.-~•Plate washer ~ Section Type s--,J-:~- -~ '-a.-I ~ J_ .___ ---------~ --.L..--- ELEVATION GUARD RAIL ANCHORAGE TO WALL OR ABUTMENT FACE GENERAL NOTES I. These connection details apply to bridge rails, abutments ond retaining walls. Do not connect guardrail to bridge columns. 2. End sections may be cut from Type B terminal sections or fabricated. 3. The 4'-0 "end section makes provision for a variable dimension "d". If the limits are exceeded at existing installations the Metal Beam Guard Rail end section must be modified to flt. 4. Direction of traffic indicated by c:::::::> 5. For post size and spacing See Type I Flare on Standard Plan A 79-A. 6. When metal box spacer is installed, place l~"x5"and l~"x411 pipe spacers on 1" bolts passing through interior of tapered box and I ~•x 5 11 pipe spacers on I" bolts passing through interior of straight box. 7. 611 x811 D. F. Posts and Blocks shown. W6x8. 5 Steel Posts and Blocks may be specified where applicable. IO"x 1011 D.F Posts and 8 11x 811 O.F. Blocks shown. W6x 15.5 Steel Posts and T.S. 6 11x611 x 1'-211 (0.1875" thick) Blocks may be specified where applicable. ( See Standard Pion A77-C.S) Terminal Sections will not be installed on trailing end of guard rail placed adjacent to one way roadways. When terminal section is not installed,use back- up plate.(See Standard Plan A77-CS or A77-CW) "AS BUil r·· 2'-0" long End section See Note 2 ' PLAN ELEVATION 1>w, ~OS'-tg SPECIAL DETAILS CONTRACT ii-o4 o9 7_4 NOTE: YEAR COMPLETED I-Z.3-8 1~;~~-; ~~~~t ;~Pit~~~e;~~~a5r~eet GUARD RAIL CONNECTIONS TO BRIDGE RAILS. SECTION A-A END SECTION DETAILS 3 3 '--~,---------,r--::-~------,;--~-----E_x_1 s_T ... I N_G ___ s ... T _R _u _c T,..u_R_E_A_N_D_E_x_1_s_T_IN_G_G u_A_R_D_R_A_I L ___ ...,...._P_la_n_s _da_te_d_M_or_ch_,_19_7 7_· ----:-______ R_E_T._A_I N_I N_G_W_A_L_L_S_A_N_D_A_B_U_T_M_E_N,T __ S_~ .......... ---t 4/8/75-fJDD NOTEB & 9//6/77-0.ll/ 1wasO.I08 11add words Term.Sect TypeB SDA 79-C.8 (/) 0 )> ~ <D I 0 • 0) •' ' PIPE w COUPLER TYPE PIPE SIZE OR CORRUGATION A Two Piece Integral Flange 11/2 11 X I~" 8" 1211 Annular 2 2/3' X l/2" Thru 24" 1211 Channel 2 2/3 1 X 1121 Thru 2411 3/4" Wing Channel 2 21-!,1x 112,1 Thru 2411 12 II Hugger 2 213 11 x 112' Thru 2411 10 1/211 Helical 2 213" X 112,' Thru 2411 1211 9/I611 X 7/8" slot B_olt 0 II . 64 Strap Channel SIDE VIEW -----=----_!--::...._-_-__ --_r-=,~- 00:0 --=--=--=-~~.:-,~--=--=-=-=-----/ , PART PLAN ANGLE CONNECTOR BAR AND STRAP ANGLE PIPE WALL BAND THICKNESS THICKNESS .06411 .05211 .06411 .06411 .06411 .07911 .06411 .06411 .06411 .06411 .06411 .06411 --tr:T."r~•·tr':'r.r.=A ~i>'C::1 •• 111111 -.. ~~~~-=::-~--=-~ ~ --:__ STRAP THICKNESS .07911 .07911 .07911 ,,.. -\ ·~2~" =;1~-I -• -IA NOTE: as an alternate to swaged end, an oversize bridge clip may be used. -----' " II II II ~ vBolts -+- -.!...-' I! ~ \I\ . . - ~ ..,-. .....,__ B .;. E II II II -. --..... '-- BAR DIAMETER 1/a" ta" 1/a" DIMENSIONS • 2" 2" 3~ II X X 16 211 2" 5;; 11 X X 16 211 2" 3;; II X X 16 2" 2" 3/i 11 X X 16 ' ., A . . . Joint Sealant · 1 RIVETS BOLTS ANGLE TO BAND 3-31~:r , See Details 3-11211 3-3/e" I -1/2" 3-112 11 3 II 3-Va 3-'/~f 3-3/e" -v I~ • _1 I ~ Thickness Thickness PARTIAL SECTION A-A , . Flange Height 51"+11" '8 -'8 Channel Coup ling Band C.S.P. SECTION B-B BAR a STRAP CONNECTOR GENERAL NOTES SPOT WELD I. All coupling band connection hardware shall be ANGLE TO galvanized or electroplated in accordance BAND with the Standard Specifications. 2 . Use 11"4 1 gage line dimension on attached angle 3 -1/2" leg for rivets and spot welds. 3. Dimensions and thicknesses shown are minimum. See Details 4. Spot welds shall develop minimum required 3 -1/211 strength of strap. 5. Bar yield strength, 32,000 psi minimum. 6. Fillet welds of equivalent strength may be & substituted for spot welds or rivets. 3 -1;2" Pipe Band Rivets or Spot Welds Bolts 11 Bolts I I I I Angle Tooccompanyplans doted November 13. 1978 DISTRICT ,OUNTY ROUTE PL,s, M11e~ -To101 P,o,ect SHFIE" ~--L ··~ <u .. « II SD 78 1.1/1.9 34 63 CHIEF ~/-;JN:iNG ~ND DESIGN REGISTERED CIVIL ENGINEER NO. _8_87_2 __ APPROVED September 16 1977 Joint Sealant Pipe Band ----"' .. _-__ \ l i \\\ \\ · I I Bolts l1 111 \ \ 111 111 _ _,,,,.-.._.,,,-:.J L------- 1 . w • I Pipe \\ \\!! \i SIDE VIEW. ANNULAR COUPLING BAND END VIEW .......,....__.,....___. ... ,.-'.'-,.,. ,-: '"' L. ---- I SnJE V:..1Ew" I HELICAL COUPLING BAND w @ ® ® -----....... r ~ Rivets or spot welds CHANNEL COUPLING BAND FOR FLANGED END C.S.P. rr1r-r w I • • I .,.--...__r"'--1--...;:'/", 1 r-----.; 1 1 i i II II 1 11 I I i: I ..._,,.,__,. -~/~ ... --_,,, Tension Strap and Bolt Bar Bolts 1\\ w 1 .. 13;~• 1 SECTION w 11 ~lL 1 _ \ j4 -N ..:::-. Jdfnt Sealant • Bolt Bar Tension ~trap 2 l/411 X 8-r. l11 min. I 112 11 min. Coupling Bona NOTE: minimum of 2 spot welds per connection ~ ~ I I I I ' I I-+ I 0 0 STRAP DETAIL Forged Steel Bar II~ I I I -""' I I - - I +- I ' ~ 91is· Square for 112" ,/'-. , '--' ......._, • w . I --',-. -Ir-,= I I i l 1 11 w I ,;-; ,-;-"~ i-:......:. " Bolts ', r<' . . ..-;- 11 n I I : : 111 il ---~ -✓.,-. ~ -- SIDE VIEW JOINT CROSS SECTION HUGGER COUPLING BAND FOR REFORMED END H.C.S.P. OR ANNULAR C.S.P. II II :, Bolts II \ t!! ' ~ ......., ,,..._ ....... ~,~ ........ r---, .... -@-@ 61 "" Band END VIEW TOP VIEW TWO PIECE INTEGRAL FLANGE DIE FORMED BAND FOR H.C.S.P NOTE: This plan sheet supersedes plan sheet D97-A page 75 of the Standard Plans dated March, 1977 . ··As BUILT" CONTRACT 11-04097,4 YEAR COMPLETED .L.:;s.5 -80 WING CHANNEL COUPLING FRONT VIEW bolts SPECIAL DETAILS 3 4 L;;B~A~N~D~F~O~R;;;;;;R;;;;E;:::::F:;;;;O;;;::;RM=i=E=D~E N=D==H=.C=. S=. p=---~BA~R~D~ET~A~IL~----------~------------c.:..:.·.:.:.S . .:..:.P. ·-=o..:.O.:.:.W~N=-D R:..:A..:.:.I N:..:.....:C..:.O.:.U P~L=IN~G:...:..:DE=-T:..:..A.:.:.:IL=S:..._ __ ~ & 9//6/77-Add. Note 6 ' ! en 0 <-0 -...J I l> • - • • ,., ' . BAR a STRAP , PIPE THICKNESS THICKNESS THCKNESS PIPE SIZE W OR A BOLTS BAR DIA. COUPLl~G TYPE CORRUGATION PIPE WALL BAND-STRAP TWO PIECE 1~2" X 114• 611 Thru 10" 7• 0.052 -0.079 0.052 INTEGRAL· FLANGE Thru 36" 12" 0.052 -0.138 0.052 ., 4211 Thru 6011 12" 0.052 -0.168 0.052 2 2/3" X lf2• Thru 72" 12" 0.052 -0.168 0.052 0.079 112· 118 • UNIVERSAL • Thru 12• 12 II 0.052 -0.168 0.052 78 11 Thru 94• 16 v4 11 0.168 0.079 Double 0.079 ''2" 1/9• . Thru 36. 7 II 0.064 -0.138 0.052 0.079 l/2 II 7/e II ' 293 •x ~2• 42• Thru so• 12" 0.064 -0.168 0.052 0.079 l/2 II 7/a II 6611 Thru 7211 12 II 0.109 -0.168 0.052 0.079 '12 II 7/a II . ANNULAR 78 11 Thru 8411 • 12 II 0.168 0.079 0.109 112 II 719 II 4811 Thru 60" 14 II 0.064 -0.109 0.052 0.079 '12" 7;8" 3• x I • 6611 Thru 8411 14 II 0.064 -0 .109 0.052 . 0.079 11211 7;8 II 9011 Thru 120 11 14 II 0.079 -:-0.109 0.052 0.109 '1211 719 II Thru 3611 12 II 0.052 -0.138 0.052 0.079 l/211 710 II 22/3 NI( '12 N 42'' Thru 6011 12 II 0.052 -0.168 0.052 0.079 11211 71a" 6611 Thru 72" 12 II 0.109 -0.168 0.052 0.079 l/2 H 71a II HELICAL · 78" Thru 8411 12 II 0.168 0.079 0.109 112 II 11a II . 48" Thru 60" 1411 0.064 -0.109 0.052 0.079 112" 7/8 II 3 11 x I• 6611 Thru 84 11 14 II 0.064 -0:109 0.052 0.079 112 II 7;8 II 9011 Thru 12 0 11 14 II 0.079 -0.109 0.052 0.109 'I II ' 2 719 II Thru 72" 12 11 0.052 -0.168 0.052 0.079 1/2" 1/a II • 7811 Thru 84" 12 H 0.168 0.079 0.109 1/2" 7/9 N 273•X ~t • ' Thru so• 12 II 0.052 -0.168 0.052 ' WING CHANNEL ., 48" Thru 84" 12'! 0.064 -0.109 0.052 0.079 '12 II 9'R II 3"x 1• 90"Thru 120• 12 II 0.079 -0.109 0.052 0.109 11211 7ta" Thru 60" 12" 0. 064 -0.109 0.052 Thru 42• 3/4 II 0.052 -0.109 0.079 48" TIYu 54" . 3/4 II 0.064 -0.079 0.079 22/3• X l/2" Thru 54" 3;411 0.052 -0.138 0.079 0.079 1/211 7/a II CHANNEL 60" Thru 66• 314" 0.109 0.079 0.079 v2· 71a" 60" Thru 12• I II 0.138 -0.168 0.109 0.079 IJ2· 71a" Thru 72 • 101/2 II 0.052 -0.168 0.052 0.079 1/211 71a11 2 2/3 II X ~2 II 79• Thru 94• 1011211 0.168 0.079 0.109 1/2" 119" HUGGER 4811 Thru 94• 101/2· 0.064 -0.I09 0.052 0.079 1/211 7ia II 3• x I 11 90" Thru 120" 101/2 II 0.079-0.109 0.052 0.109 11, " 2 71a" I . ,., - 3 -~~ 5 ' - ·& 9/16/77-Revisions 8Additions to Chort,Add Notes 1081/ ·------·----. '----' .. --- ' ' I . BAR YIELD STRENGTH DIMENSIONS PSI 2 X 2 X ?iot6 2 X 2 X ~16 32,000 • 32,000 32,000 2 X 2 X 3/16 32,000 2x2x3/16 32,000 2 x 2 x l/4 45,000 2 X 2 X l/4 32,000 2 X 2 X 3/16 32,000 2 X 2 X l/4 45,000 2 X 2 X 114 32,000 2 K 2 X 3;16 32,000 2 X 2 X ~16 32,000 2 X 2 X l/4 45,000 2 X 2 X l/4 32,000 2 l( 2 X ~6 32,000 2 l( 2 X 114 45,000 2 X 2 X 1;4 32,000 2 X 2 X 114 45,000 2 X 2 X 1;4 2 X 2 X 3/16 32,000 2 X 2 X 114 45,000 2 X 2 X 114 2 X 2 X 31, 2 X 2 l( ~,s 2 )( 2 X 5/IE- 32,000 32,000 32POO & 32,000 45,000 32,000 • 45,000 ... r·---- I I I ./ ~ ---• / .... ' \. ' To ocrompony plons dolWI November 13, 1978 Chief, Office of Pin ifll 1110II 0.1i911 l'l1111t1r1d Civil En9i111u Ni.1172 DISTRICT COUl<IT . .,..,,[ P1.,st M1hH-To,01 Pro.ect --::..-. _•v•- Approved Seetem ber 161 1977 11 SD 78 1.1/1.9 35 63 ANGLE WEDGE a STRAP RIVETS ANGLE SPOT WELDS THICKNESS THICKNESS BOLTS ANGLE TO TO BAND BAND STRAP WEDGE 2-31a• 3 -1/2" 3-310 11 3-1/2· 3--' '12" 3-3/8 II 5-112" 0.079 0.138 2 -V2 II 3-3/e II 3-1/2 H GENERAL NOTES 3-1/2" 3-31a· 5-1t2· I . Al I coupl ino band connection hardware shall be 3-1/211 3-3/9 II 5-'12 H oalvanized or electroplated in accordance 3-112" 3-3/s" 5-112 II with the Standard Specifications. 3-1/2· 3-3/e. 5-~2· 2. For helically corrugated couplint bands,the- 3 -It?" 3-3/A H 5-v?" connection angles may be oriented parallel to the 3 -1/211 4-3/A II pipe axis,provided connecting holes are slotted . 3-1/2" 3-3/e II 3-11~· lengthwise sufficiently to allow adjustment for the 3-11,11 3-3/e II 5-Y211 helix angle. 3-1/2· 3-3/e" 5-l;2• 3. For pipe arches use some width bond as for round 3 -112' 3-31all 5-112' pipe of equal periphery. 3-112' 3-31all 5 :-1/211 4. Two piece band required for pipe greater than 42" 3-1/?" 3-3/RN s-v2" diameter. ' 3-112" 4-319" 5 . Tension strap may be connected to band with 3 -11::/' 3-31a" 5-11211 either spot welds or fillet welds that develop 3 -112' 3-310•i s-I12" minimum required strength of strap. 3-1/2 3-31a· 5-'"2" 6 . Use I 114" oaoe line dimension on attoched anole leo for rivets and spot welds. 3 -112· 3-:}0" 5-112" 7. Band thickness shall not be less than 3 3 -1/2 11 4-~all standard thicknesses liohter than the thickness of the pipe. 3 -1/211 3-3/R11 5-1/?II 8 . Dimensions and thickness shown are minimum. ,-11; See Note 9 9. Anole 2 11 lono with 0.064 x 2 11 strap. I -It?' See Note 9 10 . Fillet welds of equivalent strength may be · £ substituted for spot welds or rivets. 11 . These dimensions,thicknesses and strengths apply to Standard Pion Sheets 097-E and D97-F. . NOTE: This pion sheet supersedes pion sheet D97-0 page 78 of the Standard Plans dated March, 1977. "AS BUil T" t)Wt;-zos-i CONTRACT //-04097'1 YEAR COMPLETED /-Z3-80 SPECIAL DETAILS C.S.P. COUPLING DETAILS N0.3 STANDARD JOINT -SD~•7-D.L I I CJ) 0 <.O --.J I 0 • - • I· ~ • I ~~-.,,..,...,r----~ /', 11 :: I ' 11 ii _::-,.. .,,,,.,--- Bar and Strop w -"--/""'----' --.,,. , 1r--.__, - Bolts Ill Ill : ~ ~ I~ -. I . v .,.--~I- Flat sheet same thickness as tension straP11-1~.L, . . Bar and Strap w~ SECTION .J4 (\,I ~ Joint Sealant when required WING CHANNEL COUPLING BAND FOR REFORMED END H.C.S.P. · 9/1611 X 7/8" slot Bolt Angle r-r----:,~~°iT-Spot welds SIDE VIEW .06411 Strap Channel • N ANGLE CONNECTOR A . . . . PART PLAN r,1 Thickness Joint Sealant I when required ~ Thickness SECTION A-A Chamel Coupling Band SECTION 8-B BAR a STRAP CONNECTOR CHANNEL COUPLING BAND C.S.P FOR USE ON FLANGED END C.S.P. - I ~ \ I u -- w SECTION w -,,, Fr ,,---., /'- Reformed Rolled A End Helical Pipe ili Joint Sealant when required w -r- t. Band and --Assembly -- • ' -- I. w e· 0 -----... -- l\ \\ :: ~ \ 11 I I I I I 11 11 i ,11 ~ 1 .... .,,. ..... ,,,,.,.__, ,,,-,,,,. ------e i) TOP VIEW > ~ ~ -. Band Tooc,o.1f>O»Yplon•dal«I November 13. 1978 II SD 78 I.1/ I .9 36 63 CHIEF, OFFICE OfANNING ANO DESIGN REGISTERED CIVIL ENGINEER NO . .....,88"'""7,..2 __ APPROVED September 16, 1977 11-::~T I11 I llt I~ .,.___.--"m.__...,... Flat sheet same thickness -'-' .. L..C_ Jv Bolts as tension straps Band ' ..:....: .. ' 71 I ~. . ,, ..:..:.: • I I 111t ~I I I ' ~ L. -....-! ...: ... -~ i Bolts HUGGER COUPLING BAND FOR REFORMED END H.C.S.P. OR ANNULAR C.S.P. Pipe Band --.-..... A .. -----L------'-- I I r Bolts i : : ' \\ I I I I _ ______, --~- I I ~ \\ \ i ! \ l _...__ ,-.,_ , -~.._ ....-": .,J L,--. __ _ , I. w • I SIDE VIEW HELICAL COUPLING BAND Rivets or Spot Welds y Bolts Angle ENO VIEW & See Standard Pion 097-0 for STANDARD JOINT dimensions. See Standard Pion 097-G for POSITIVE JOINT dimensions. Pipe Bolts • ENO VIEW TWO PIECE INTEGRAL FLANGE DIE FORMED BAND FOR H.C.S P Joint Sealant when required NOTE: Pipe Band Bolts 11 I I ~ II [ ! ~ IJ -~-r..J &, ..... _ ..... _ w • I SIDE VIEW ANNULAR COUPLING BAND This pion sheet supersedes plan sheet 097-E p099 79 of the Standard Plans dated March, 1977. "AS BUil T .. CONTRACT / /-04 0 9 74 YEAR COMPLETED 1-ZJ-B0 SPECIAL DETAILS C.S.P. COUPLING BAND DETAILS NO. I 36~~:-;;---;::-~:-;::--::=,-----------------------------------~&~1~S~T~AN~D~A~R~D~A~N~D~PO~S~IT~IV~E~J~O~IN~T----I & 9//6/77-Add. Nofes,Rev. Title ~n ~7-F_J _ I (/) C U) ~ I ,,, • - • ' o o I I o o 11 See Detai I II A11 / Bolts I Coupling Band Joint Sealant when required I I See Detail 11~1 See Detail 11A11 --:-+-----., Angle Connection Tooc-componyplonsdof«I November 13 1978 DISTl'ICT C:O..IOIT """' [ P1,,"'' .... _.. -Toto• P.o•ct I "''!..I' - 11 SD 78 I. I /1.9 37 63 ' ?h(,,.c ~ •• .. CHIEF. OFFICE Or P "'NING Clfld ODIGN ll[GIS'tuu:o CIVIL [NGIN[[II NO .•• .,I Al"l'IIOlll:o_Se--=-p_te_m_b_e_r _16_,,_19_7_7 ___ _ • o I I I o o DETAIL 11A11 Band 0 0 1 I .,, J l.. - Band Bar and strap connection ...,___ Pipe 8 spaces as required to fit t\elix anole , . 1-., ~~ ~~ ~ ~ ~~ -~ m 1 -o o~ loJ o 0---1..:_ o ~ olfLI o o o Dim. C o ~•-~ Dimension :B: as required to fit helix anole, 7 11 min. Dimension C: as required to fit helix anole, 2 213 1 min. t SECTION THRU DIMPLES. UNIVERSAL COUPLING BAND BAR AND STRAP CONNECTION ./ LEFT SIDE VIEW I Forged steel bar ' ' ' C ·-I 0 ' l -~+ ' I FRONT VIEW BAR DETAIL I ' I I ' -. l.,O 1.---I +-~ ' ---::' --,,. Pipe Bond 8 Spaces as required Rivets or Spot Welds to fit the helix angle Dimension 8: 7 11 min. between dimples, as required to fit helix angle. • SECTION THRU DIMPLES UNIVERSAL COUPLING BAND ANGLE CONNECTION r Bolt Bar I II II Tension Strap, 2 /4 x 8 0 0 0 0 0 0 0 • •iU]O . E I I : 1 ·-m 0 l .I Q Q 0 0 0 0 0 0 Dimension B: 7 11 Min. between dimples as req'd. to fit the helix angle j ' SECTION THRU DIMPLES Spot welds II STRAP ( 3 Reqd.) 2 1/4 WIDE T. 1112 in 12 max. 1aper : 1 • 11/3 1n 12 min. --~~~, I. 20" approx. I WEDGE 0.138 11 '••==•=•--------------] I 0 Bend for coupling closer STRAP DETAIL 111 • 11,11 • Couplino Band , ALTERNATIVE TYPE WEDGE 0.07911 FOLDED 180° AND FLATTENED I. min. • I '2 man. Spot Welds NOTE: . minimum of two spot welds per connection. STRAP DETAIL UNIVERSAL COUPLING BAND -WEDGE AND STRAP CONNECTION . & See Standard Pion P97-D for STANDARD JOINT dimensions. See Standard Plan D97-G for POSITIVE JOINT dimensions. NOTE: This pion sheet supersedes pion sheet D97.,;F page 80 of the Standard Plans dated March, 1977 . .. AS BUil T"" CONTRACT 11-040 9 74 • YEAR COMPLETED !-23-80 SPECIAL DETAILS C.S.P. COUPLING BAND DETAILS NO. 2 t . 3 7 .___. ______________ ,. ____________________________ &_, _S_T_A_N_DA_R_D_A_N_D_P_O_S_IT_IV_E_J_O_IN_T __ ----1 ___ _,) & 9/16/ 77'-Add Notes, Rev. Title .. _ __ ____ ---~--~·· 1 . ...... .. ___ ·-_ __ ___ S 97-F. I I I (J) 0 <D ...... I :,, - - . Max. Join Use grooves on sloping portion of ramp for case E only 8.33°/:-~ax 4 _ I I I See note 14 ~ CASE A 8.33% Max. I ~4' .1 I • I +J CASE Front edge of sidewalk Top of Retaining Curb as necessary at R/W line Front Edge of Sidewalk ,, SECTION A-A Rounded Retaining C'iJrb as necessary :::::./, ::: -See in Note 6 V ·..rc) I . r · I Top of retoininc;, curb OS i-■---4....,,----1~ required at R/W line +J) CASE C· ( Sidewalk less than 5' wide) See Note 14 0 ~-rt) )( rt) 0 -~ CX) 4' CASE 4' Min. 2%. Max. D • See Note 14 ~l)( 0 0 (\J~ Front Edge of Sidewalk See Note 14 Planting 8 ·'2'2.o, Area • .,Jv ,, Max. , . -v ~ O' . ft)>< -~~ See Note 14 4' CASE F See Notes 9 a 10 See Note 14 Planting Area ~-0 )( 4' rt) 0 "X"· ~~ ~-.:,.C.3-r--~ CX) CASE G See Notes 9 810 Removal and replacement . I • · at contractors option Limit of DOY ' unless otherwise shown on contract plans. DETAIL H Front Edge of Sidewalk Front Edge of Sidewalk I DISJ. COUNTY IIOUT£ POST MILES TUTAL PROJECT II SD 78 1.1/1.9 38 63 ~s:~ ·--CHIEF, OFFICE OF ~LI,; 0 ANO DESIGN "EOISTERED CIVIL ENGINEER NO 1172 Dot, Approved November 13, 1978 • NOTES I. Use Cose B or D when WI is inadequate to sotisf y the requirements of Cose A. 2. For Case B if L is equal to or less than 61 , -M=L. If L is greater than 61 , M=61 • 3. If sidewalk is less than 51 wide, the full width of the sidewalk shall be depressed as shown in Cose C .. 4. Co_se D may be used in lieu of Cose A or 8 if sufficient R/W is available. 5. Use Cose E when a single romp is constructed in center of curb return. 6. When Cose E is used, crosswalk configuration must be similar to that shown on the pion to accommodate wheel choirs. 7. If there is a planting area between the side- walk and . curb, top of romp sideslope should be squared· off next to planting area. (see Cose F) 8. If planting area width is equal to or ~reoter than romp length, romp side slope "x ' distonce=3'. (see Case G) 9. For Coses F and G, the longitudinal portion of the sidewalk may need to be depressed os shown in Cose B. 10. Either Section A-A or 8-8 con apply to Coses F ood G depending on total width of planted area and sidewalk. 11 . If located on a curve the sides of the ramp need not be parallel, but the minimum width I of the ramp shall be 4. 12. The ramp shall be flush with the gutter. No lip shall be used. 13. Sidewalk and ramp thickness "r" shall be ·4". 14. ·The romp shall hove a 1211 wide border with ~• grooves at ~4'' centers. See grooving detail. The remainder of romp shall hove a transverse brooned surface texture rougher than the surrounding sidewalk except for case E. C\J • Cl) I (1J z 0 (/) 8.33% Max. Ti SECTION 8-8 Crosswalk See Note 15 Existing curb and sidewalk 15. For case E ramp shall be grooved in a herring- bone pattern with 1/4' grooves at 3/411 centers, See grooving detail. Grooves snould be aligned parallel to crosswalk stripes to direct )( 1 t Depress entire sidewalk as required 2% Max. Retaining · Curb os necessary rT-----,---------------,-,.,nm--, ~~~s, 8.33% Max. i.---crosswalk--~ 1 T~ 35_1_,_ _____ s_EC_T~IO_N_c_-c __ --r ________ c_A_S_E~E I C O N ST R UC T I ON _ J _() I t-l T LI t-.J E_?_B.f_iyi_(~/1::_U ~-.________ _ _ ·--11 r 9/ 78 REVISED AND REDRAWN REVI.SED 10/78 --,,<" .-" ____ _ GROOVING DETAIL ·---··-- . ~ <l . blind pedestrians into appropriate crosswalk. 1>W~ '6~~ --BU "1Lt .. I ,~) COf·JTR11,CT _JI-04 Q 9 74 YEAR COMPLETED /-ZJ-80 . NOTE: This pion stlttf supersedes pion shfft N8-B.I poge 85 of the Stondord Plans doted Morch, 1977. SPECIAL DETAILS 1 · WHEEL CHAIR RAMF \.J . DETAILS . r,, I SON8-B.2 _