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HomeMy WebLinkAboutR_5984_SI i I ~::--t.AMES AND TYPES QF STRUCTIJRES • Qj NORTH_ ARM__ NEWPORT BA'r-5'-614 ~, NORTH ARM NEWPORT BAY BIKE PATH 55M621 ,.» NORTH ARM NEWPORT BAY tREMOVE) 55-21 ' __ \ ------~-·--; ·- ··· ..... PROJECT FLANS FOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY IN NEWPORT BEACH FROM 0.1 MILE SOUTH OF BAYSIDE DRIVE TO 0.1 MILE NORTH OF DOVER DRIVE TO \,..ONG BEACH --- • of Ma·or Construction +00 -P.M.18.5 ··-·~·----------- To be supplemellte,l by Stananl Plans dated March 1977 OF ,oo Length of / Length· of SCALE IN FEET 0 ,00 600 1200 Major Construction =0.55 Mile V..Jork= 0.9 Mile End of Work --.__;~=::::::::::::::::::::::=-· _TO SAN DIEGO End of Major Construction Station 163 + 60 P.M.18.0 -·-." --. --j ., I GENERAL ROAD WORK lw A35-A.2 PC.C. Paving Details. D A35-B Approach Slob ·•A62-A.3 Excavation and Backfill Miscellaneous- 1•A62-BA ,.A62-BB I CJ A62-CA '::JA62-CB :::1 A62-CC I ::JA62-CD Limits of Payment Eitcovation and Backfill Bridge Surcharge and Woll-Li!""its of Payment Excavahon and Backfill Bridge-L1m1ts of Payment. Construction Details-Concrete and Asbestos Cement Culverts Construction Details-Metal Culverts Excavation and Backfill-Reinforced Concrete and Asbestos Cement Culverts -Limits of Payment Excavation and Backfill Metal Culverts- Limits of Payment. I _111 A 73-10 Timber Bor-ricade, Raised Traffic Bars, Dikes and Road Intersections ':JA74-A.7 Markers. ·:JA74-B.3 Markers and Monuments l.:JA75-A.5 Concrete Barrier Type50 OA75-B-4 Concrete Barrier Type50 :::J A 76-A.10 Cable Bomer :JA76-B.5 Cable Barrier l □A77-A.10Metal Beam Barrier ':J A77-B.IO Metal Beam Barrier :JA77-C.8S Metal Beam Guard Railing,Steel Past I ..::J A 77 -C.BW Metal Beam Guard Railing, Woad Post OA77-D.2S Guard Rail Anchors, Steel Past .::J A77-D.2W Barrier and Guard Rail Anchors, Woad Post _:JA77-E.4 Cable Anchor Assembly,Breakaway IOA77-F Thrie Beam Barrier 0 A 77 -G Thrie Beam Barrier ~A78-A. I Chain Link Fence JA78-B. I Barbed Wire and Wire Mesh Fences ID A79-A 9 Guard Roil Flares ~ A79-B.8 Guard Roil Flares and Miscellaneous Guard Roil Details. Guard Roll Connections to Bridge Roils, Retaining Walls and Abutments •D77-B4 •D78-2 0D84-3 0085-3 0D86-A I 0D86-B.1 Grote Details Gutter Depressions Box Culvert Wingwoll,Types "A' "B"S "c" Box Culvert Wingwall,Types "0"8 "E ". Box Culvert Warped Wingwolls. Pipe Culvert Headwolls,Endwolls 8 Warped Wingwolls. O086-C I Arch Culvert Headwalls, Erdwolls a Warped Wingwolls. OD87-A.6 Overside Drains OD87-B 6 Overside Drains and Underdrains. 0088-5 Construction Loads on Culverts. •DS9-4 Pipe Headwalls and Strut Details 0090-2 Pipe Culvert Headwolls,End.wolls 8 Wingwoll Types "A" "9" 8 "C" 0D93-10 □D94-7 0D95-2 □D96-4 0D97-A 0D97-8 0D97'C 0D97-D 0D97-E 0D97-F 0D97-G 0D98-A.I 0D98-B.1 •NS-A.I □NS-B. Drainage Inlet Riser Connections. Flared End Sections Concrete Arch Culverts .. Pipe R(ser with Debris Rdck Cage CSP Downdrain Coupling Details CSP Coupling Band Details No.I -Standard Joint CSP Coupling Band Details No 2-Stondard 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 lnstalldtion Details and Details of Slotted Drain Connections 1211 Thru 24" Slotted CSP Drain Details Curbs and Driveways Wheelchair Ramp Details BRIDGE Bridge Details Bridge Detoi Is 1 . .::JA79-C.7 "JA79-D 8 _:JASO-6 l □ABl-9 Guard Rail CC'nnections to Bridge Sidewalks DB 0-13 and Curbs. OBI-II Bridge Details Bridge Details Closure Wall Details-Box Girder :JA82-3 ::JA83-I I LJ AB" OC7-A JC7-8 lr:ic1-c JC7-D l.-1C8-A3 JCB-B2 -.JCB-C '.oc9-A JC9-B ''D72 -II !073-13 bD74-14 :JD75-14 . 77-A.2 1 Emergency Possoqeways. 1 082-l Obstruction Deflectors and Barrier Transitions. 1 D 82 -3 Cottle :';uords-Metal Loodometer Scale Pit Platform Scale lnstol lotion, T ypicol -Freeway Reinforced Concr~te Crib Woll Types A,8,C and D-Construction Details. Reinforced ~oncrete Crib Woll Types A,8,C and D -Design Data. Reinforced Concrete Crib Woll Types E,F,G, H and I -Construction Details Ra,nforced Concrete Crib Wall Types E,F,G, H and I -Design Doto. Steel Crib Woll -Construction Details Steel Crib Wall-Design Doto. S!OJ!_LCribWall-Design Data Timber Crib Wall Types A,8,Cand D- Construc1 :on Details Timber Crib Wall Types A B Cand D - Design Data. ' ' Drainage lnlets-05,0L ,GOL Drainage Inlets-GI G2 G3 G4 G5 G6 Drainage lnlets-GTl,GT2 GT3 GT4 GO GOO . . ' . Pipe Inlets. Grate Details. □B2-5 □B2-6 •02-a •02-9 . •B3-1 I 0B3-2 □B3-3 083-4 0B3-5 0B3-6 0B3-7 •B3-8 •B3-9 '083-11 , 086-1 086-10 •06-21 •B7-1 0B7-5 087-6 •B7-10 •B7-II Pile Details-Class 45-1 a Class 45-2 16" Cost-In-Drilled-Hole Concrete Pile Pile Details-Closs 70 Pile Details-Class 45-IC 8 Closs 45-2C Pile Details-Closs 70C Load Test Anchor Pile Details Retaining Woll-Type I,H=4'-30' Reto,nong Wall-Type I, H= 32'-36' Retaining Woll-Type t A Retaining Woll-Type 2 Counterfort Retaining Woll-Type 3 Counterfort Retaining Woll-Type 4 Retaining Woll-Type 5 Retaining Woll Details No I Retaining Woll Details ~~o. 2 Retaining Woll-Type 6 -6'Mox T-Beam Details Utility Openings-T-Beom Joint Seal Details Box Girder Details Drain Details Drain Types DI 8 D2 Uhftty Opening-Box Girder Utilities Details •BB-5 .B11-7 0B11-30 aBll-47 laBll-51 I 0B11-52 0B11-53 , •011-54 0813-I 0B13-2 0B14·I 0B14-2 •014-3 CIP Prestressed Girder Deto1ls Chain Link Roiling Temporary Rollings Cable Roiling Tubular Hand Roiling Chain Link Ra1hng Type 7 Concrete Barrier Type 25 Concrete Bomer Type 26 Slope Protection Detail No I Slcpe Protection Detail No 2 0540D-1 □S40E-I OS40F-1 0S40G-I 0S40H-I 0S401-1 □540J-I □S40K-I □S40L-3 OS40M-I Structural Steel Plate Vehicular Undercrossing Structural Steel Plate Arches ID S40 N Supply Line 8 Communication 8 Sprinkler : D S 40 P Control Conduit ( Maximum Pipe or Conduit ! D S40 0 Size=4") '□S40R 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 &.itterfly Frame Juncture Details Single Post Butterfly Post Deta,ls OVERHEAD SIGNS-TUBULAR Instructions and Examples Single Post Type Layout and Pipe Selection TwoPosl Type Layout and Pipe Selection Structural Frame Details No I SIGNS, SIGNALS and LIGHTING IDS40 s i □S40 T I Structural Frame Details No 2 OSI -12 052-11 053-11 OS4-6 DS5-6 OS6-8 DVERHE AD SIGNS -TRUSS Instructions and Examples Single Pos!Type,Post Type II Thru lZIIl Two Post Type,Post Type 1-S Thru1Z!I-S Single Post Type,Structurol Frame Members Two Post Type, Structural Frame Members Structural Frame Details Foundation Details ROADSIDE SIGNS :BS4I -3 Typicol lnstollot1on Details No.l ! • S42 -15 Wood Posts,Typcal Installation Details No 2 iDS43 -13 Timber Poles,Typicol lnstollation Details No 3 !aS44-7 Typcol lnstollotion Details No 4 TRAFFIC SIGNAL ond HIGHWAY LIGHTING DETAILS •Es-I A Symbols and Abbreviations D S 7-8 Frame Juncture Details a ES-I 8 Symbols aid Abbrev1ot1ons , □SBA I DSBB : □SBC Alum1rum Frame Removable Sign Panel Frames ,a ES -2A Service Equipment Removable Sign Panel Frames •ES-28 Service Equipment Sign Panel Mounting 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 DSIO-9 Walkway Details No 2 •ES-3C Signal Heads crw:I Mountings. OSI I -10 Walkway Safety Roiling Details DES-4A Controller Cabinet Details DSl3-I0 Pile Foundation . •ES-4B ControllerCobmetDetoils OVERHEAD SIGNS -LIGHTWEIGHT •Es-4C Controller Cabinet Details DSl4A-5 Balanced-Single Sreel Post Connection •ES-5A Detectors Detectors and Mounting 0et•Jils DES-58 05I4B-4 Balanced -Single Steel Post Details •Es-5C Detectors 1111!515-8 0516-7 DSl7-8 Type A, Connection Details Type 8 ,Connection Details Type C, Connection Details •sISA-8 Sign Panel Mounting Detoils,Lom1nated Panel, Type A •sisB-7 Light Fixture Mounting Details •s20A-7 Post Details DS2l-4 □s22-2 DS23-4 0524-4 . OS25-4 OS26-5 0527-5 0528-5 0529-4 OS30-6 0531 -3 DS32-4 DS33-4 DS34A-5 0S39-6 Foundation OVERHEAD SIGNS-BOX BEAM Instructions and Examples Two Post Type Frame Members Two Post Type Frame Details Two Post Type Cantilever Frame Details. Two Post Type Frame Juncture Details Two Past Type Post Details Single Post Type Frame Members Single Post Cantilever Fronie Details Single Post Cantilever Frame Juncture Details Single Post Cantilever Post Details Single Post Butterfly Frame Details Single Post Butterfly Frame Juncture Deto,ls Single Post Butterfly Post Details Sign Panel Mounting Details, Single Sheet Sign Panel Box Beam 8 Closed Truss Alternative Foundation OVERHEAD SIGNS-BOX BEAM CLOSED TRUSS ALTERNATIVE Two Post Type Frame Members TRAFFIC SIGNAL ond LIGHTING STANDARDS a ES-GA Type J Standards and Pushbutton Posts •ES-6B Typesl4,I5and 21 DES-6C Type 15-SB DES-6D Types 30 and 31 □ ES-6E Types 3D and 31 Base Plate Details □ ES-6F ID Degree Type 35 □ES-6G l0DegreeType36 DES-6H 10 Degree Details. □ ES-61 10 Degree Type 36 Foundation and Slip Base Details •□ES-6J DES-6N DES-6D DES-6P DES-60 :DES-6R Cose I Arm Loading, Wind Velocity= 70 MPH Arm Lengths I5'to30'. Cose 2 Arm Looding,Wind Velocity= 70MPH Arm Lengths 20' to 30' Cose.:. .l\rm Loading, Wind Velocity= 70 MPH Arm Lengths 20' to 45' Case 4 Arm Loading, Wind Velocity= 70 MPH A,m Lengths 25'1045' Type 40-0-80 Case I Arm Loading.Wind Velocity= 80 MPH Arm Lengths 25' to 30' Case 2 Arm Looding, Wind Velocity = 80 MPH Arm Lengths 20' to 30' Case 3 Arm Looding, Wind Velocity= 80 MPH Arm Lengths 20' to45' Case 4 Arm Loodmg, Wind Velocity::: SO MPH Arm Lengths 25· to45' 0S40A-I 0540B-I I □s4or-, Single and Two Post Type General Frame Details ·•Es-65 Ri••-0 0 •--t M-•-• "'-•-"-'•ES-6T Details No. I Details No 2 I ToOCC'!_'!!f!'!_nyplonsdoftld ~.1-. ~ L ·r 2t:J. '""' ' !□ES-6U r~~;•~~~tfr;.'~:,,~~;~~•:-~• I -~zl , Slip Base Insert fo, Type 10815 • ES-6 V Left Turn Signai and Sign Standard Type 33. TRAFFIC SIGNAL and LIGHTING DETAILS aES-7 A Electrical Details, Structure Installations. •Es-79 Electrical Detoils,Structure Installations. a ES-7C Electrical Details, Structure Installations. a ES-70 Electrical Details, Structure Installations. •ES-8 Pull Box Details □ES-9A DES-9B •Es-11 DES-12 DES-15 Cantilever Advance Flashing Beacon Installations, Types 9,9A,9B-Details Cantilever Advance Flashing Beacon lnstdlotions, Types 9, 9A, 9B -Details lsolux Diagrams Foundation Installations. Pedestrian Undercrossinq Fluorescent Lighting Fixture Wiring Details and Fuse Ratings Pedestrian Overcrossing Fluorescent Lighting Fixture FLUORESCENT TUNNEL LIGHTING FIXTURES DES-I 7 A Lum1no1re Housing Fabrication Details. OES-I7B Types E ond C DES-l7C Type E and C Lum1naire,Reflectar Fabrication Details OES-I7D TypeE-11 DES -17 E Luminaire lnstolkltion Details DES· I7F Luminoire Ballasts DES-I7G LuminoireFeeder Connection Details. DES-27 OES-28 EXTINGUISHABLE MESSAGE SIGN Extinguishable Message Sign, 10" Letters. E xtingu1shable Message Sign S Flosting Beacon Installation FLLORESCENT SIGN LIGHTING DETAILS •Es -30 36" Fluorescent Sign Lighting Equipment. □ ES-31 72"Fiuorescent Sign Lighting Equpment DES-32A Fluorescent Siqn Lighting Equipment DES -328 Fluorescent Sign Lighting Equipment. l REDUCED PLAN USE SCALE BELOW I 2 J I 3 INCHES OM ORIGINAL PLAN 3 :::J STATE OF CALIFORNIA BUSINESS At,O TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION STANDARD PLANS LIST ( MARCH, 1977 EDITION) The Standard Pion sheets indicated by a marked box ore applicable to this CONTRACT NO. 07-280204 + Curv4 Ot1l<1 R A T L " 911 17• ~5 µ• ,,,_.,,. ~/2.24 /, IGIJ2 1 11•t11•,12" 1~6.t'J' ,11.15' C 12001 ~,.,,.,.,,.,,, ,,,,,J, IH.16' q 6!it)' .J/.tf6'lJ" 20,.~ !J94.R' , 78G' l7"!IIJ',1,J" t21.t76' 2,/0.2~ ,,o~,<C \5.5.17."_ I I / ~ ,. =--= <It I ~;, P,4~/J:"JC -=:::::::::"::::::::. - -----~ 2 _COAGr -.::::::::::-• + 0 t.:: REDUCED PLAN USE SCALE BELOW 2 I I 3 INOES ON 0IMINAL PUN NOTES J I. For conslrv.:lion ,1,f1ils 1111 [)or1r Or. .,n,1 P1c11',c Co,sl llwy. Sit! Sire,/ P,q l!. For C0"1f'ld,r nfhl of w1y ,tlf(/ 11ccun,/1 «uss 111/11, su l?i#hl of IV11y Recd Maps 11/ 01$/r,c/ Of/Jc, .• \ l.:I __ . \ ~ , :::::::::::: =---• 3 • •• £ -:::::::::: -' -I . ,· ; ---=:::::::: --./21Wy --.:::::::::--/ 1 ,-..,II( RJw 1 --.:::::::::==: __ 4 _ • lcx✓shi?g; --=-, , !I() lffl 'f" 5111. I o/2 Curve 0111"11 " "' ,.. I " IQ/,,/' 11•,tJ.' ~,,. /!J,8./J' I> /OfJL' 11·21'47" ,,.,,. C 1,15• 21•/.ll',,.J·" ..,,s.46 ti too' /4#(}4'11" 24-il' • 25' 1r,44·:1r 24.04' , 25' a1•44·~r 2104' ,, 35' 10•,4·01· 2M4' Ir ~·· s6•!Jl'II" 18.B~' i ti~ 116•0~·~5• //.,/-8' ; g5' 99•47' 5/" 11.27 ----4- of' Newf'crf Bec,ch - ~1~ .. , fl ~ ~~ i ~1 L !Ill. lJ" /fl. 72' ~,fl.ii 49. II' g92,· ge.e,· n.oo· M.55' 14-~0' .!H.24' - 7 (J/(,t I 18.P 18.S 5 /1'/; NO life 14 OAT! .fJ'lolOYm t0zvemh,c 2P /,97.J ' NOTES 1. For co,ulrut:/11111 tlel11tls ,,,, 8'ysliH Or. 111,I P1e,/,e Ct1,1s/ Hwy. s1e Slr,11/ P/111. J/. • For ct111tpl1/1 r1j/JI t1f w11_y 1111,I nevr1/1 ,cc,ss tit,/,,, SIi! ll1jl,/ of W,_y /lletln/ M11ps 11/ Oislr1d Oflic1. L REDUCED PLAN usE SCALE ea.ow I 2 I . I 3 !MCHES ON ORIGlt&n Pl.AN J L-2 Sh/Po/2 --. -. ---.f --~-------- -·--•-,f-_,_ __ _J'. ;--" -~---_;;--:---=.~: --,--• -i--- I r--l l • 34 315' 6 137 8 9 I _._ -·-t·,:,,-·- ·{:::I-~ .. , r- LT. _.,.z"" 4 .. l 145 6 REDUCED PLAN USE SCALE 11EL0W I ! atNCND ml 0111a111L. PUN J r---- 1 PF _.'J,. ·_. ,---·,,_t(i--~ -r ~.o:~, ""!'"-·,~t-: i .:1••r1,'51"' T•l6. N' L•/!!J.!J~' ----------,,--+-------E!E, Cvrb z i I ------ e:JI! _______ f'ACIFIC n © II• §~6 1 d~ 17'5.6 '.u" T• 157 41' I.• ,g12 . .24' ---------------1_;,,.~t-.....!-~~--G.=r,,=v=il==w=~=l/=~~;;:~;;;;J~S:'.::Tt:,v.~'P=e(D/=. ~/=====~-J~=~=======f=:1~ Su Oefq1/ Below '\;; ~ 1y,PI! A2-8 Cvrb STATION MAX.H B l!J!l tOO lo /35 ,oo /. O' tJ.67' /!l!HO/J /ti 135 t 7!3 20' /. 00' I 35 'l!:I lo Bt1vshore o, 3. (} I /. 3g' ..,___ _____ .JLL.J'.f!.L:c__ ___ ! /Exist Wood Fel'!ce lo /?M1111il I ttr. r .n'PCC SW • -,2" " TYPICAL SECTIONS PCC GRAV/TV WALL No Scale C.t,,,in Lt"n.f .1?11ihR~ (~e Sid.Pion 81-1-7) (tis, whn !Im·, 1$ no t>Kisim!I llnce.) 0 __ __j_ ~ ~ " ... " .. ~ .. ' ~ ~ lype (Dor© Slrvcl Sec/Jon V///) Yt1noble Tlvdness A.C r,;z;za 0.80'T/11dness A.C. I REOUC£O USE PLAN 0 _ I S~l£ BELOW I t: 31HQ.r ·---2 3 ES Off ~ Pt.AN-. =1 STREET PLAN Scale !"= 20' Shi I o/5 I / iVIJu/cl,,11i-A'1mp, ti:"~\ /1/:4,' y,9; Y•1q'(i •E Dr1Vtw11y---,.__ · W•M·x•JI' Y•/~; ~~., c,.ue -I I ,• "' ~ ~~ t~ ~ ':-'W fll ~\~ . / . ; ~ (:;)y ~ 't :,...· ~ q<' :7 ,t ,l ii.~ ... 'y':!t~ , /~~,cc< ~ -f',,a~ ~ I !'Cc s 1;,._L•4' 1.i S~e l'llT,11/ ':; • :' ... -,y;,/ --~ ~ q_~ ' ,'(t 6It \, . ~ . / I . ~ ~,, 1~ll' lto 1,\ ' \ ///. 111/ I I/. -'-'=·'· -c,,, // ✓,\ ~ --- iVJt1e/c,//o/J• ;?gA'1/' s,, t:Je.l,:rt/ Aboye ~,· ~~.,,o ;;~--~~~ PATH 3 ·• ,~ BIKE :.>' """ ", ,,1 \ . ~" • c R•zooo· . "'"~ ,,_ ',i_,1, :-;; '\ 2 .. c:, <i:: ,,., <;:> ;~ ::/!',, ,I\ • ._ /~ "' -........_Onv,w,1y . ';o\'(_ ~ et ;;-,, · w,20; X•.3,' Y•/1,'r-,; .,t 0~ -, -" -~ (,,\.' ..S---,:O_::.,.,_ ~-'/-:' ':::Pl\,' / .-0 ."7' ~'.',.}:-.. " I '198' 4 240' 5 400' 6 It), 7 91' 8 1181 g 56' 35' 10 II 12 35' 20· 11 4 ' 14 50' t!, 50' t,f. ~ Gj -~~-'I'. ,f'. ~ ~ .. ~,::-~~ ... ~~-:,::: ~ '•"?.9.9 -'s,,;;,~?-c-!~ I t "'',""o_.... ~? ~/~ '••"' 's •.,_. -~ ~\ ,I' '.p Q-/i!;~ ~·1~ I PC~S/-,1 ~•,;_ \'I\ /' I '-· -.ype(l) Wp/1( ~ See Jince .Pl.tn r'or ------------~ Upcf locP/1M --:------...._ :------...._ ~-~ I/ I I °'"-',' . ~ t •• ~· , -'--. ,yo, AEMBCurb ----=r ~ , PCC STEP .'.'t) SCALE I ~--~ ~ ! t;1•12•017" 2000 fJl.4/' 11!l'M'3 • 6.29' 0 L " • C ,t I r , ' j " --I 14,o 111.5" 10 1n Ad: DAn .uno, --= 14474 11/411,vn.Oer 2,:f 1.97.9 --Curve 011t.:, " '"" If " r L ,2•55'/!J /.J!.2~' 21!16' 20' U2'tU'/J8" 12. o,· 21.17' 20IJ0' tJr4ti'.51J" /18.46 ,,,,u;g 75' .11'$9'2/' 21-.50' 4/.$7 ~IJIJ' 12"1~ '5g' 64.47' 121.,(5' 50' l3~'59'45" /2J.74 1111.69 ,?/J(/1,J' p~"IJ.!1'42" 81.40 • l76.6!T 5' 1,9, 1~·-,,· 27..'5 , 1/1./10 JOO' 20'U'J.4 1799 .35.5!1" /PIJ' 21'56'02 • /11. J.8 $11.28 71' !9'2!'44 , /1.48 ' 22.75' REDUCED PLAN USE SCALE BELOW I f I • PLAN 3 INCHES OH ORIGIMAI. 3 __j STREET PL,AN Scale l"=EO • Shi 2of"5 -f'/JV $ ~!, i I ~ Curv, Ool,:, l r 52 I? u•f-•,w PtJ$.5~ 394. , 11.iO' 2148' 42.52 I 120' ltJ' 17' SB" 4'2,;· 29..11' ~, 2 J!J' !J!J' /9 ~ I . !J /20 I ~ '. ~ . 42.52' 4 ;~• 17' .58" 21.48 n11~· /,itJ' 3tJ.tJ/I 5 i4•17·2r 6 240· ·1 J 7 00' 09'/9'20" !12 ii' $5.09' 76 91' //'/9'(17: JIH/1' 2934' 38~7 /4. 74' 8 !RO' 14'00'5I f!O. 79' 411•' 9 l'3'!'J'Otr /0 120' fl i 12 120 _,4 ,,oo'3r /4 74' f!9 34 Si7ii> ' » /' r., ~ '-l "'\:'. \ :, "I ~ «e, ti..,.,_ ~ "'~~,..'\1 ~ "' • ' s:i .. °:',}: . t-... ~ \.:', .,. "' . ,, ,, \- ~ "t---.. ' ~-...\ ]---J '...:..._, I . i c Oikt _!_!__l!L /O.h3 REDUCED PLAN USE SCALE BELOW l I ? I -~ ORIGINAL PLAN 31HCHQ · 3 -=1 l/ \ .. ~l • ~ --7 P,t/A I II l'JZ ,;/ ::z?~ ,._, NO wnmt j(,/,74 2.z t9Z9 A/4vr:m4ec ~ .... o· fJ_Z. STREET _PL,AN Scale I :zo Shf 3~/ 5 ---- I I I I I i "' I -..: ~ I ~ I I ~ '( I -..: " (l §U P111II P/1,n !jpe Af!-1/Curb I SW © 1/•!I~· A• 7,-.,.·-,1• T• U.27' L•45.07' wn,,Jch,w 1?,1111p------ L·•·;,o: u,;; Y••· C11s, 9 II ij .3/0I-64. !l!J Oov4r: fl• 95. lf2 Ch/"/" 0 t= I I Z fr, au?~~ [Gllad UCl /ff74 ~ AMIOVJP Mv.-mO,r: 2~ 19l9 REDUCED PLAN USE SCALE BELOW I 2 . I 3 INCHES ON °"'8IIAL PUN ::1 STREET PLAN Sc11/e I'= ZO' Shi 4 ol s 1-. "' ly~. JVll1~1c1,.,r K11111. Ste Pe/1,/ fZf JG !Dale!~ ...... I I I I I I I I ~ + 154., 77.60 Pnv · ~-------------J:1~1t:;:1;,/~te_t _ ___.,_ !ypt A2-8 Cvd, I SW o.PO' Tl11d<. A.~. S/001 l',1v,ilf. wl,• W,1// Slope Pt1Vil1tJ ,'/20 + 00-00 tf11_ WHflL.CHAIR RAMP DETAIL (hr ,ltli;/s no! shwn su SONB-82) 1/o S&11le ,,, '"'r , "A/c. - • ~ I 11 ,, 20(10' b /(J/,f' C /002' 'ti 1995' e 2>' f 25' I~ J5' h J5' ' 7. 15 j J5' k 3' L J' REDUCED PLAN USE SCALE BEi.OW 7 tJJtA I I. ' t:: ! . ~ 3 1NCMD ON 0Rl6INAL Pl.AN 3 ::.J Curve O•ra " T 4z•41•00· 71!3 ,,., 17•4g' J7" f!,8. l!J' //1 2/' 47· 99i9' 21•14· g5· 48!1. 48 87"44 '5/" 2404· 87"44'5/" ,N.04 IO"M'07" .20.44' 5i"Jg• 1r /8.$1' 'lli1 tJ9'g5· 1148' 99•47'5/" Ul?7' :e4•57· !12" 5 76' 121• Ri ·o;" 515' Wltu/c/1111r .R111Jtf'. £ h 4 w,-1, 'x,,9; Y·8,' C1s1 £ ~ J,199.41 g/!f7~ 198.72' 94866 3829' 31129 E'l oo U55 14 50 4898' i.!>4' i.J6' lJl'e ,U-,9 Cv,-J, I sw 9..,.00EnQsll' ~kn,✓;-A'1. .·,,,3,'u,.5•~ .... , c.,' .,. JV//uJch,1/i••· /limp JV,-,, ·.x,.. 1; Y1 6,' C1s, C 11.0 ISLAND DETAIL NO SCALE. STREET PLAN . , .... .9,ule I =2'1 • Sid 5tJl5 • • ' 1 I i ...... -•·•--a--••·•-••1-·-..,•• ·-------=-.--:=- \-·' 'r.-:t .. : Ll;:_ ..,J. -- ....-l t,~I ===-----• .,. LEGEND STAGE CONSTRUCTION I -TRAFFIC UWI INOICATEO BY --- (EXISTING TRAFFIC WILL NOT l!lE Afff:CTEO) STAGE COHSTRIJCTION 2 -TRAFFIC FLOW INDICATED 1,Y --I> ... ------- SECTION A·A NO ICALI .. sc.u.1 • nn 0.40 4.C. TEMPOIIIAltY P,WEIIENT SHALL !IE REMOVfD IN STAOE CONSTRUCT/OH • 5 ANO Wll.1. II lil'AlO FO• AS ltOAOWAV IXCAVATION. , . L Tl!:IIPOltAR'Y PilVEMENT CONSTRUCT AT ENO OF STAGE I REDUCED PLAN USE SCALE BELOW ~ 3 INCHES OM 0RMMMAL PUN J ---.:::- OT •• /6.I) 11.5 NO ti4Z4 STAGE CONSTRUCTION PLAN SHEET I OF 2 I I , ' 1 ! i ' t t . -I : ... t - -rTDi' 1~:::: llffl!l!I ~ -,.--L LEGEND STAGE 3 CONSTltUCTION -TIIAl"l'JC l'I.OW IHOICATED ■ Y ► STAGE 4 CONSlWUCTIOIII -TltU'l'fC l'\.OW INDICATED IY ... STHE 5 CONSTlll,ICTION -TflAl"FIC FLOW INDtCATO IY ~ IW ' SCAl.llllrUT .. .. +- REDUCED PLAN USE SCALE BELOW O 2 3 t: __ _., __ ...,_, --~ 3 INCHES Ot\l ORIGlfrW. P\..111 --l -., --16.0 STAGE CONSTRUCTION PLAN • SHEET 2 OF 2 r -------------,.--------. . .------,--------------,-----------...:...-,------------7 ' J I C. '( ),'- -~...__~ . ..;_ ' ~' -, ; ;, .--If. .' .:~ --... A. ,--t='~. ::.. J \ • -. '-,\ 'J -"", ... _ . ...._, ,:' .._ q,, .... -.....i __ ~ ----- . _/--,~ NO flrlr lJ &i2vemifet ?f lfl9 . ---__. ----·----~ , __ -------·-__,/ ~--____ _,-~-------------- L REDUCED PLAN USE SCALE BE1.0W 3 INCHES ON 0Rl8INAL PUN J CONTOUR GRADING f FENCING 5cu/e /#•50' SIJI I ot !? I l u • • H •• ' ;-j i r " ._,,_ • ~ REDUCED PLAN USE SCALE BELOW I ' 3 INCHO ell 01i1aML, ll'UN '-<: - ~ A:.,,.-.,.--·-.-.·-,__ --- ;.r (l_: 'J ~~o ; f 9.,, ' ' " 0 I f ) CJ --. 1·\~--0 I I ' • q ·"' '._.,,,,' ~ ........ '. • 42:~.;p1r8C ,.. 0 ;o' ' ' ,• .,,, ... -/ ,· I l, ff ! ;.,,--- 5:i., R-'·p_·} • \ !>$~ 5:: 7,t cc; '.Ex £ • _,__ __ --~ . ' . ' ' , , ' , , . \.) -7 l?lfA I ,::- /,1.t) /B.5 --, ' . \ ,·a ,-' . • I ~---, I I I I I I I ' ' I ' I , ,.,,. ! ~ ' :<-' ' I I __,___ ~ ---o, ___ _ / ------· 7 .· ----. ' : • II • I' ~ ' 7 -\, ,""._,,// "-... "--\ , o, , I ' '-~ ,,o ~-,· --------,,(-----~------ --✓-' " ' ~,, -~ .. rA -~ •r, \ '\; '" /y,., ~ ',o - • --' -\f\: --,., -~ ·.,G ,;, \ \ \\ ' ,,, '-, ~iC \,\, ,, CONTOUR GRADING Sc11l6 1', so' Shi 2 of 2 ' _; ...... I , .;, ------ I Curv4 Da/<1 R .. T L • 191' /7" ~3--g,,~ ,,~, 41' __ 3,:'2~ b :6(J2, ,'.'"l?J',f,2" ;§•. tri .JJ-' _,3' C (2001 39•44;_,.,~ -IU,7'' ilM 16· _z_ 650' 3,1•,u•;r /0'-__~5 2,u4 ~L 79;-:-------'--.::....::...._ , J7",,tl'4.J" ! I 21. 06 R./o . .z~· Curw "'• 'I 'l'i ' " ,d T L E Ill-I.# 11• II IJ1" ,,. ,,,. 75.II' Ff7111' H"46'6#"' IRJ.PI '14.51 I d /· tf-1:d I' :~! =----- I ii l'-11 II II II '1'1 II "-+ ""' II •?& nnc 11 I !OJ9~,·~_,-,,_.1 ! ~'l---c-- '' ./ / "I 1!, laf . ' __ (!JO" O:?. ,!5 !Jov,1,r • . -,,,; . -~~--;: --.----- r -_~!3 £nd TvPt !J-2 Curb 3t51n :ry;u 9-J curb d -,_,. --7 IJ,U I """ NO /4/7,l '--------------1· I L Lifll REDUCED PLAN USE SCALE BELOW ~ I I • 3 DICMES ON~ "-M J -....J DRAIN I ·) I ; l ' j ·"1 I ·I : 7 l__;j r :~~ 1-- W/Julcltu1f-li'1tmp, g ~ ,4 W:4,' ..Y•&: Y•10,'{"qse£---..._ DETAIL 1aX20·.1tcP Jee Sid. Plqn Pl/f-/1) SECTION A-A .<losc,le .:?•Pooo'(lr-, - --- ..,..,_ D.i.11 ,,.,., .., /Ht-1-t d{,vcnzl<r>: ZP. f.97..9 R A T L ., . .:.o-+ u-ps·1r-/2.24' 2, ,., b 20· r;2't14'tJB" _,p_p~· 21.67' ''' !-;, C_~, .!IJO-,Q j,,=', 1J,r4,;·.50· ///1.48' Ufi Ii! d 7J' I §1"59'21" RI 5tJ' 4187" j t -~oo· r-:,[#.r~-5rr H.-1T /28..rf5' f -]o· l.-35"59·45" -'2~74' //8.68' l_q: z'otJo·· 'f,.5•03·,;;r 11114/J' n,; ,;9 !.iL L /j9•_,, • .,.f,. 27 15• 1§.,0· f /OtJ' 2(r2rs4 ,-799 3.5.5*· J --2/'§•'IJ?' 19 311' 382i k JB"P/'44. -✓l.48' ,!2.7~' ,-'OTES /. in/el 9ra/rs sh,,// DI lype 114·/!1 qn/,,,s oflMrwiS6 spe&il,a(. ~ .e. A// f!Vlkr ile,Pr.tss1t,11, O•tJ.IO 6. loc11/1bn of ex,sh~ 11hld1e';l sJ,,own .. 11p.11n1~iP111/e. S1e t/J,7,fy Pl11ns li,r more iuf11tls. 4, A /I pip, JD tit ls sl,1// bt sr,mtfm/_ STOR/11 DRAIN Scale 1"=;?0' Sit! 2 oro '1 i I ., !t r-' 11·1~ \ ~ !J ''l'>i lJ ,, i:-~ :~ ""--:::c,__·----------·--.... ~a.--... ··-.... __ ,,,.,-i • ' • '-, Clfrve Data R .d T L " b C Ii ' It / :H' .56"31'/r 199~' 34.!J5'1 -"l/.5' ll6"t>9"J5~ .U40' /430'1 35' 8r47' 5/" 34. 27 ¥ 24----:I of 1 Bet1ch L REDUCED PLAN USE SCALE BELOW I ~ :J INCHES ON 01N1NAL "'-M .:::- 7 OIU I /,1,t, /~S '1tOJECT fHGU'eB l!Gl5rllm &IGINta ..., 1#4 ,.., D.1.1uma &vfltttPec ?4, t9Z9 j NOTES For ,c'!.,nsl~ucl_!on tf~_l:711s ~o_n ~f:5..~df . ...'?:-vnp J-'llll:,1/'/(, l-<#1;;i1 Mwy. ,;,e't! ,:,nee, r111tli. 2. For co,,,,p/4/~ njl,/ o/ w,y untr 1ccur1/1 1ccess tr*h, see l?/j,//1 uf W11y R,cor# Ma_os ,i £},sine/ tJ/hce. NDTES . 1. /"/11 r.!,s shll lM ~,,. .z-1-1111,,J,n •-'--••• s,,.,;1,;;. 2. Alf ~1111,r tl,pr,ss,;,,,,,, P•a»· .1. ,411 pif# p,i,ls 4/wlt 1¥ $/w,,.,,.;. STORM DRAIN "' M I I I ,. , .. I I --i - , ,Cu ---"'OST •LU-I'~· TOTAL ...aJ~T !Cl. I '.A/,&$ 1.- i ; j j __ i ! : ; i 1 ! i I / j !II ..!.•": ' _i __ ._..,1~ ----+,--..l -Q~L,o;,119-'Roi , / ! j I I ! I 4 -------------'-----------,- ! I ; I : - ,,, - ! ' i--' -+---:-c=-:t-, __ ,___ : : : ' ··.-.,.· ~-~ ' I fOT~~T ,;~ I 11in/ M.I /~ ,./ _.,,, __ _ 0~0,rf:'1.flr.nfHR • I .. • __ ~-~ '· ,,, ..... t----- -,--- -= n ,.. 4 ,I ri_: I -- - r iJ[~ .' ~ ) ,,,.. A L. ..J l_ ,-. concrete rings and reducer _ __: _____ , 36" ?recast concrete pipe MH ,:: PLAN / All 1tul reintOrcement •4@ 4•0.c. s,otion point Station point lateral Elev. 's' (Shafi not shown) Street i;,ude Manhole frame and cover ., ,. x 2• Pipe Hof Round ed9es of inlets [•,J:'.=, Elev.'$' . SECTION A-A ...1._ Elev: "B' 'io ,-. ..J ,-. SECTION B-8 DETAIL N PLAN ( Shaft not shown) l REDUCED PLAN USE SCALE BEI..OW I ¥ 3 INCHES ON °"'8ZNAI. PUN NOTES ---7 O/lfll { 19.tJ /,I. PROJ[eT 9"'3INE!IIOVI.~ .., llrlr14 All 11111 reinforcement •4 • 4•0.c. I. Height H {in Sec. A-A and Sec. B-8) shall be not leas than 4'-8 .. but may be increased provided that the value of M •hall be not less than the minimum specified ond that the reducer shall be used. For H (in Sec. C·C) see Note 4. Concrete rings Spring lfne See Note 7 I ~T 5•x 1• Ring seot ~ ~ 2 Length L shall be 4' unless otherwise shown on droina9e plan. 3. Shaft shall be constructed as per Sec. C-C and Oeto1f N when depth M from street grode to top of box 1s lesa than 2'-101/2" for paved streets or 3'-6" for unpaved atreeta. 4. Depth P may be reduced to on abso!ute limit of 6" when larger voluH of P would reduce H (in Sec. C-C) to 3'-s" or les1. 5. T shall be a" for valuu of H up to and including 81• T shall be ,o• far voluH of H over (/. 6 Ul"less otlt•rwiu shown, steps shall be placed 12• on center&. The lo•Ht 1tep ll'loll be not more thon 16" obave tlte ledge ot side of manhole floo,. 7 Body of manhole shall be poured in one continuot.11 operation, u:cept thot tlte Contractor shall have the option of plocin9 at the spring line o CCl'lltruction joint with a lon9itudino1 ke)'woy. 8. Re1nforcin9 steel sholl be I 12" cteor from face of conuete. 9. Floor of manhole sltoll be stHl-troweled to s~in9 line. 10. Rings, reducer, ond pipe tor access sltott Sholl be Holed in J:2 cement mortar and n.atly pointed or wiped inside shoft. A. Monhcwe frome ond ccwer per Standord Pion B7-11 detail 'u45'. B. Step dltoil per Standard Pion 072· • ,M.H. Frame ond Cover Street grade I [ -1-.-J'---~ Mex. Min. ~ For paved streets 11• 8 Y; Sp,-v,g line See -Vole 7 For unpaved streets 16" 15" Not(!': I SECTION C·CI ror re1i-1f'orCt!'H1en:I se-e beloi/ N ... M~O""D"-'l"--F.,_,1 E'--"D'---'M'-'-'-'-H..;._•..._I _@ -/JZ ~ SECTION C·C -----------------------------1t MANHOLE No. (MH No. I) "' DRAINAGE DETAILS ,Shi. I u/9 ~ I I D bar• Station ~oint Tie bars A • L. 36" ?recast concrete pipe M.H. s"x2" Pipe seat Spring line See Note 9 _, Tie ban j PLAN (Shalt not 1hown) Street grade Manhole frame and cover 2 D ban lnl..r elevation applies ot this point SECTION A-~·A' C Sprin9 line--~0-, See Note 9 F Station point DETAIL N ( Shafi not shown) Octionol outside face oi concret1 co .. , For aved streets For un aved streets :'"?~=='---E ban ;""l'l----0 bors SECTION C·C ( See Note 10) ... SECTION 8-8 See Note 4. -------7 ()I/A I /$.0 ~ 5 2ft !1Z. °"-Tl.-..., A/4vembt: ZP (.979 NOTES Values fot Eiev. 'A'. Elev,.'B'.H,L,M or P ond X are shown on the droinoqe P'on. 2. Center of manhole shaft shall be located over canter line of storm drain when diameter 01 i1 49• or IHa, in which case place E bar symmetrically around shaft Qt 45° with center line. 3. Len,;th L shall be 5' -s• unless shown otherwise on drainage pion. 4. ThicknHs of 'F' shall vary when necessary to provide level pipe seat, but shall nol be IHI than tabular values for 'F' Khown on this pion. 5. Reinforcin; steel shall be 11/2 ~ clear from face of concrete unless shown otherwise. Sizes and len9thl are shown in table below. 6. Unleu otherwiH stiown. steP1 snail be ptoced 12" on centers. TIie IOWHt step shall be not more than Mr obcwe the ledge ot side d mollhoMI floor. 7. Rlnos. reducer, and pipe for access shaft shall be seated in r,2 cement mortar and neatly pointed or wiped inside the shaft. a Floor of monhOle shall be steel-troweled to spring line. 9. Body of manhole shoU be poured in one continuous operation, except that the controctor shall hove the option of plocin9 ot the 1prin9 line o construction joint "ith a lon9iludirtal keywoy. IQ Section C - C I When depth of manhole from street orade to top of boa Is . l•ss than 2'-10}2" for paved streets or 3'-6" f04" unpaved streets, construct monolithic shaft 01 per section. When diomlter D is 48" or less. center of shaft shall be located as per r,ote 2. A. Monhole from• and cover per Standard Pion 87·1 I detail 'u 45'. B. Step detail per Standard Plan D72-and D75· REDUCED PLAN USE SCALE BELOW l I ~ 3 MCNES ON 0Rl8IW. PUN J TABLE OF VALUES FOR F STEEL TABLE F D bars Eba,. 36 61~ Diam..O, Na,R.nci Size L No.Re,.'d. Sko Lo ,. 39•· ,. 36" • •• 3'-1 • • • . • 7 • -F ..• 39• • . 4'-2 • . ;r •• 6 .,5 "'·6 4 • . :r C • •·-• • . .. • . ••• • • 1t•-1• • • . ••• ... ., • . 5'·5 • . 4'· . . •4" C • ··-·· • • ··-so" 9,-· 07" • . ,·-•· • ·• ··-• . ·-· & • ··-66" 10···· 63" s . •·-•· • • •·· . S• 10 cs• • . 7'· • . .. 7Z" Ii" 69" 6 • 7·4 • • •·-78 w 72" • . 1·-1· • . . iV 12·-7 s . 1·3 • • . 90 13 •• •. . 1-lu ID • . 96" 14" • •• ··-• . 06" s . 10•-,· 10 . .... D bar• sholl be placed 3"o.c. E ban shall be SDOced 4"o.c. Tie llon IIMIN be • 3 .,.cN 1a•o.c. or IHI. When· L treater tllon 5'-6" is specified on drainaoe plan, COftlHlue D ltora et ~ e.c. Len9ths shown in table ore for lon9est bors. Where shorter ban are reqi,ired, bend er cwt to ...... fiehl ,.._ • ..,.te. MANHOLE No. 2 (MH No. 2) DRAINAGE DETAILS S'ht. lor'1 ---------------------------.---------------r-----..,__ _______ ...,... _____ .,... __ -"- -' Station Point F f----___ j 4"11,. ,4 F I 01 I F ~ j,,.-t of spur ~)1 l1t4Ebanl / I!/ I > ..._ ___ DI~ F PLAN {Shaft not shown} ~ I I / " ; s1 ... 1 o•••: ~ Moohol• t, ... , ond ,o.., ~ Concrete rin9s and /ir'J ......,-i reducer~ ~------~ ~-n ' , I I \ \ I I \ \ f'"j'il \ 1 Minimum 2•-10112" with paved 1trHh S.f--------N ~ L1.-----'---...!.J Minimum 3'-6M with unpaved streets ( See Note 5) -<C::::=::~'.l--L 36" Precost concrete pipe manhole • t Tie ban SECTION N-M-f'.O Projected on P·P·O 5" 1 2" pipe seat B ban ..... Tie bars .. .. 5" I I "' ~J .. " ~ I Opt1onat outside face of concrete H bars 3'-o" lon9 PLAN (Rings and cover not shown) Street Grode\ Concrete rin91 and manhole trome and cover /-5" x 1" rin9 seat ~-------+M~•~•'l-"M~;•'-c-i streets UM 811z" streets 16" 15" TABLE OF. VALUES FOR F AND T Sprin9 line See Note 12 D bars .. Embedment See Note 7 N - E bors --obon I -, F ,- DETAIL 'M' (See Nole 5) F bars __i ~--:::==.=:;ac='-"c=l-, .. SECTION G·G -s•, 2" pipe seat D ban ... LONGITUDINAL SECTION I I I • I ' Dz 12· 10· 1e· 21" 24" 27" 30" 33• 36" 39• 42" 45" 48" 51" 54" 57" 60" 63" 66" 69" 72• 7B" .. - 90" 96" 108" 114" 120" 126" 132" 138" 144" I I ! I I I ~, I I fl~~-'Bf./ I F 4" 4114 " 4111: . 5• 5v• . 5,,. " 6" 6114 . 6111" 7" 7112" 7314" e" 8112" 9" 9114 . 9112 . 10·· 10114 . 10114" 11" I IJ✓4" 12112 13114• 14" 16" 16 112" I 17• 17" 17 112" 17 rn." 18" Embedment See Note 7 e 12· 15" 18"· 21· 24" 27" 30" 33• 36" 39" 42" 45" 48" 51" 54• 57" 60" 63" 66" 69" 72" 90" 96" 102" 108" 114" 120" !26" 132" 138" 144" T •• 4114" 41/Z " 5" 5114 . 5111" 6" 6114 " 6111" 7" 71,z• 7Jl4 •• 8111" 9" 9114", ~Ill 10" 10114 " 101,4" 11" 13114" 14" 15 112" 16" 161,e. 17" 17" 17 Ir.!" !7 112" 18" -7 0/fA I IIJ.O 1~5 2~ I tJt :z:?ng RE(llS,Jfl:l:D ~ "'° 111,74 NOTES l • VALUES tor A; B, C, D1, D2, E, L, Mor p and X, Elev. 'R', Eln. 's", Elev. 'A' and Elw. ·a· .. shown on drainage plan. 2 • LATERALS: It loterot1 enter on both sides of manhole, occ•H shaft shall be located on side ncelvin9 the smaller lateral. Laterals shall be dHi9nated on drainage pion as right or left, facin9 in the direction of stationin9. 3-CENTER OF MANHOLE SHAFT shall be located over center line of moi11 star• droilt when D1 is 48" or less, in which co•• place 4E bors sy111•etricoll7 a,..11d 1110ft at 45• with center line. 4-LENGTH L 1ho•n on drainage pion. S-DETAIL 'M': When depth of manhole from strut grade to topol boll is less thoa z'-10.,a• for paved streets or 3'-6" for unpaved 1treeta, construct monolithic shaft oa per Detail M. When diameter 01 is 48" or leH, center of.shaft shall be tocoted os per Note 3. 6 -REINFORCING STEEL shall be round, deformed, straight bars, I 111" clear from foe• of concrete unless sho•n otherwiH. Tie bars shall be • 3 and spaced 18"0ft center• or ctosu. Steel schedule detailed below . 7 -EMBEDMENT shall be s• for D2= gs• or less and e• for Ci over gs•. 8 -UNLESS otherwise shown,, s,eps ~• be placed 12" on centers. The lowest step sttotl be not more thOn 16" mowe the ledge at side of monnote ftoor. 9 -RINGS, REDUCER, ANO PIPE for access shaft shall be seated in J:2 cement mortar and neatly .pointed or wiped inside shaft. 10-STATIONS of manholes shown on drainage plan apply at interHction of center llnea of main line and spur. II -FLOOR of manhole shall be stul troweled to spring line. l2 -BODY of manhole, including spur, shall be poured in -one continuous operation, u:cei:t that the Contractor shall have the option of plae1n9 at the sprint line o construction joint with lon9itudinal keywoy. 13 -ELEV AT ION "S" applies at center of moin line on prolongation of invert of spur. A. MANHOLE frame ond cover per Standard Pion B7·11 detail 'U45' B. STEP detail per Standard Plan On• $TEEL Diam. B or D2 ASB-bors 12~ to 39" tt-5 l'rtl 3• 42• to 84" *6r... 3" 90" to 144• ,>7@ 3" and 075· SCHEDULE ca F-ban .. 4@ •• • 5"' 6" "6@ 6" 0-ban •4ta 3• •• ca 3" #6 r,;, 3• L REDUCED PLAN USE SCALE BELOW 2 l I 3 INCHES ON ORl6IMAI. Pl.AN J " ~------------------------------------1 ~ 1,-____ M_A_N_H_O_L_E_N_o_._4_(_M_H_N_o_. _4_) ____ --f ~ DRAINAGE DETAILS Shi. .J of 'f 1/ c.ncm. Crocll• y r------------4 1-=---~~ -· ------...... r-, --=-- ~ A l l I rpj.)0], ,~ 1 1 \_ I / _1 / i~ I lt-~,---+----'st-·-----Hi / 'V ~H--+ H V PLAN J F .. . . /;;::;,----3 rnn. ~~....-. ---,1?,/ Tie bars >- ' I -o ....&Pr.!!! Line G a. >- T >- SECTION M-M TA OF I " I " I 2 2 " 3 3 " " " VALUES FOR , 4" 4114• 4112" '" ~1/4 .. ~112" 6114" t:il/211 ' Station Point Spring line M1nunum depth of top ond bottom slob, 1holl be ~ + 2" Optional const. joint El11v. 8 PLAN >- ,,-~!""1'.":" "-, Tie bors >- SECTION G·G L TABLE OF VALUES FOR F ANO T 0, " •~ 12• 4" ,.. 41/4" 18" .41/Z'' 21 ,. 24" 51,,• 27" 5uz" . •" 33" 6114" 36" sv, 39" 7• 4 ' .. 4!5" 7314" ,,. 8Vt" 54" •• -~ 9114" . :i,,~" " 10" 66" 10,~, .. REDUCED PLAN USE SCALE eaow I ~ 3 3 INOQ ON OR1Uu.L Pl.AH =l 7· : no1•A \ lion Poinf j I PLAN __ tie bars and G bors (New or Hist. construction Tie bars ) 2-H bars @ 4"0.C. ---7 0-'lA I MO "'' 74 Tie borl F bars .T SECTION G-G TABLE OF VALUES FOR T T I • ... 1!5" 18" 0 • 36 6 •4 Bara. 18. o.c. bolh wav-to be uaed when B i1 6d' or more. • 4@ 1a· o.c. both WD:(S to be used when Dz Is 60 or more "°4@ re" o.c. both ways to be used when 8 is 60" or more 69" 78" 103/4" II II " 1"'"" 2-G bars @4"0.C. 42" 71 Z 45' 48 Undisturbed Earth SECTION z~ r-z"' Projected on Y-Y· z"' NOTES I. VALUES for A, 8, C, D, E, F, G, L, Elev. R, and Elev. S shown ·on Drainage Plans. 2. PIPE shall be cradled in concrete extending longetudinofly to 1' beyond the limits Of L. H• l/2 outside diameter of-pipe plus 3u as a minimum. Cradle may be omitted on side oppoaite lateral inlet when constructed in connection with existing pipe storm drain. 3. • A and 8 BARS shall be carried ta i::--•nt not less than J distance from center line•% -t-6. 4. RECTANGULAR OPENING in main line pipe shall be cut within limits of F, G, and L normal to pipe surface without damaging steel. 5. TRANSVERSE REINFORCEMENT in pipe shall be cut in center of opening and bent to uniform distance from top and bottom of junction structure. 6 .• OPTIONAL CONSTRUCTION• When Junction Structure •1 is specified on Drainage Pio!'!, the Contractor shall have the option of constructing Junction Structure•z , in which case construction data will be -:'"umished by the Engineer. 7. . REINFORCING STEEL 8. STEEL SCHEDULE : shall be 1½ • clear from face of concrete A and 8 bars-15@ 3• o.c. •4? 6·o.c. Tifll bars-#3@ 18 O.C. unless otherwise shown. 9. MONOLITHIC ARCH1 When Junction Structure"', is specified with reinforced monolithic arch storm drain, value D shall refer to the clear span of arch. Reinforcing steel shall be cut and bent into Junction structure the some as for pipe. Concrete cradle under reinfort:ed monolithic arch is not required. JO .. FLOOR of structure shall be steel-troweled to spnn9 line. JI. ELEVATION S applies at center of main line on prolongation of invert of spur. JUNCTION STRUCTURE NO. I (J.S. I) SECTION N' -N" -N"' Projected on M-M-N"' NOTES " 90" 96 17,-" 13114• 14 I. VALUES for A, 8, C, 01, Oz, E, L, Elev. A, Elev. 8, Elev. R ond Elev. S ore shown on Droin099 Plans. 2 EMBEDMENT P sholl be SM for pipe diometers 12" to 96M ond e• for pipe diameters 102" to 144•. 3. FLOOR of structure sholl be steel-troweled to spring line. 4. REINFORCING STEEL shall be 1½." clear from face of concrete unless otherwise shown. A and B bors need not be lonoer than the outside diagonal width of the loteral spur. 5. STEEL SCHEDULE: Diam. Bor02. A or B bars C or F bars 12" to 39• ., 5@) 3" •4 (ii) 6" 42 to 84 .t6@3 • !5 ..,, s· 90" to 144 1710)3 •s ® s· Tie bars -"3 I'm ,e·o.c. 6 ELEVATION S applies ot center of main tine on prolongation of invert of spur. 7. JUNCTION STRUCTURE sholl be poured in one continuous operation, except that the Contractor shall hove the option .of placing of the spring line a construction joint with o lon9itudlnal keywoy. 8. LATERALS -Where loterols enter on both sides of structure, they shall be designated on the Droinoge Pion as right or left, facing in the direction of stationing. JUNCTION STRUCTURE NO. 2 (J.S. 2) .e-1-.::... __ ......... L,: ~Undist .. bed "--cor.crete SECTION N-M·P'-0 Projected on P· P'·O earth , .. NOTES I. VALUES for A, B, L, Li, Elev. R ond Elev. S are shown on Drainage Plan. 2. STATIONS specified on Drainage Pion apply at intersection of center lir-.s of main line and lateral. 3. EMBEDMENT P shall be 5" for pipe diameters 12• to 95• and e• for pipe diameters 102· to 144". 4. REINFORCING STEEL shall be d·f clear from face of concrete uoless othenriH shown. W BARS ore of size and spacing specified for woU steel on DroinOge Plan, or\d sholl be cut in center of opening and bent into top and bottom of junction structure. OMIT H BARS when c:offit of spur is J' or less below soffit of main line, and omit G bars when invert of spur is I' or less above floor of main line. 5. STEEL SCHEDULE: Diam. B 0, E,H,G Bars F 9,,,. 12" to 39 "5 #4@ 6R o.c. 42" to 84" "6 =It's £1 s· o.c. 90" to 144• #7 ..6 £) 6M o.c. Tie bars -.ii,3 16) 18'" o.c. 6. JUNCTION STRUCTURE sholl be poured monolithic with main line gform drain or manhole. 7. FLOOR of structure shall be steel-troweled. JUNCTION STRUCTURE NO. 3 (J. S. 3) -----------------------➔ DRAINAGE DETAILS Sid -1-of" '1 ~ .;. ::: ~ u --3'·/I~·------' -L Y. ' . ' L_ 0 0 0 ., ' ' -, i \ 0 .1·-107r • 3-f· .. ~ ·bar both s,aws --- ~4•.,,.1•_,,g· ,_.; 0 GRATE FRAME OETAll No $col, ~ 7 r------3'-lt½_··-------, -~4-.,,r.4· , / _j_ 1 1 ~ J46· ·, I ]J ,-J'--v [ l1• ~ 4 _~1,_ lf .. --+--i'-?i~ ..,.i=.----i-," Anchors ANCHOI? PL.ACeMeN,r DETAIL No Seo!, " " d ,, " dl .,~o' SECTION A ·A ~ ) ; (!'"or J:J,p, O,orn,/,rs L,ss T/Jon 39·) VO -I No Scale .• • < • A '4(i;6" '" 1-fooos (?!?' '4 5ors ·otol (Required re9ord/e.rs a Frqm4 8 i' ,pe ,?4 6rt7le.s ' ' PL.AN f-------3'-lofi" \ 1:',"iJ6" b,nd ?'rn:o wol,~ '-..3-F,11,1 Cut ~. • o// ,ntrs of oo:ls (bJ.t,17 9ro•,,; o,-bOI".$ ( >¥1l(1,d 91"01,s} ,r.,,-bo/l"t!/7 9rolr:J locA-w,tet on, nut lo bt,// or p,,,n f.'"1r,od.s ,i> ~ on, nu/ " •• . .. ~ C ~ " ~~ ., L,L.L___:_ _ _:__~-'----_:__ _ __J'.....:J' _J 'o ,?' .',Jj • 7'0i StCT!ON A ,4 c;o-2 No Scale . """ ''" ~ " "' ., 8 L "Cr 9;.0/e /'ran1e I onchor ,oloc,.tTJent drla1/~ Stt Sid Plan~ 0 • 77 l • REDUCED PLAN USE SCALE BELOW I ~ 3 INCHD ON 0fll8lMAL PU.N j ,·.o· ____ _, ,,,'L r-----Z'·I• =---------1 _ V,r SCCT!ON 8-B C0-3 No Scale --H . :: <lo <l, ,, "4 ,, "' • •. ' ' 7 IJAA I --,,/_., A". 7..?---~-..aJKI'~-~CMI. EHGDea NO. ..llLftl.4:....__ .. ,. -. .lY4ve"'~"',.. ct',. /.?_7L GENERAL NOTES I /r ,J lh~ di/Ti:!~/'l'Ce ,/7 e/eH7/ion be/Neen 11,e, ov//el p~ /7,:,w lir/t: ,imT llte /"hw lioe of' l'he gro/es. ?. steps-None J"etj'V/red Jrl"te1'1'll .. 1"s ~'-G' or less. Ins/oil one .;/~ /6"r t?krd //oor w/Jen '71' /,i /JltJ~ //Ion ,,r-61&n::r less /Hon ft'-tJ": /11/1~.J"'e ;,,i-· /j ·mu~ /non F-t1 • .v,;,,., .s,,ol/ a, -n& ts> /2 • r /n/erw/s from //;"rokYe I}, lo wi//,,/i-, /Z-r or //,e /0,.11 "'/At, Ao<'. /foce sl9s /n .wol/ M/Mul ,Pi,/M Oj?en,i?ps. See S/Qno'Ord /'/;r,, IJ ?~ /ilr slep cleft, ,I J. Pipe rs) con be _P/t7ced' //? tm_y IYo//. 4. Reh7 Torc1/?9 Slee/ nt?I reyru//"M" .//? wo//.< 1Men /I• 6', c,r less. f. Re1i7/'orc,/79 steel/;, wolls S/Jo/1 be #4 bors.@16' .. .r cenT~rs p/ocet? ;~• clear h /t?s/de o/ box, Jn/1!'/ 7y<pl!' Grall! Ty,ol!' Wrt,,hf 60·! fCO-Z 24 • 12 580 Zd • !OC .J79 24 -/OS ,33 Z4 ·l2 X 453 2,1,-IJ .JS/ 60-.3 24-/2 ,sz H t ,,,.,_ o· pr /ess 6" 9"-/" lo ?0'-0 • 8' I ... ' ' ::: ------------------------------1~ DRAINAGE DETAILS "' .. l I I j • I ':. ' ;., ! I L_~ ':. ,,. 2"-' I onchot 4 • rod. dowel ,-'I-. -----'.:_;µi,:::JJ-4 ._,, 4• rod. curb PLAN ;frod.-----r'-- ,IE ! l"clea •3e 6"c.c. -•·---B SECTION A·A TYPE C 38 ,. :; rod. ' ' . ' I r 'io GENERAL NOTES ,. rod. i -1_ <D • §.1 -. .,, . _@__ i-, Curb PLAN frame and CO\l'l'I' "cc. ' t~cltgr ·~2f ·ll 'r--4" 2• clear ---- 3",act. slope to outlet --..:~ /.?:J ' ------;i._ 17 I ~ .. ~ 29c1·,o,-r· - Pt-rmiu1bte Const. Jo,nt • , . f Anchor Curb f rod. 3• -e ~rf,-- SECTION B-B TYPE C 39 .. 3-2 4'-0 2" c.c. TOP Anchor B l t !Botl'I~ to 4-0 •3 ~6 to 6' -0·1 5· 1 • J * 5' 4~ rod. 31;+ d•'· bar ;.,(~.S: I a" I DETAIL OF OOWEL (To b• uud wh•n top 1s pour•d Sl'pOrOte, on• ot 1'11ch cor"•r) , PLAN varloble z"c:.c.. 1 ",od. ' . '! ·t 'tc:1,a, ""'""' ' -' ' +-.• ' 2,. i • r ~0--;; ' .! z • I "' • 0 ~ ~ X 2• clear A ban C bot1 3" rad. .,. / tirections ... I \ --:.-.""' 40 • \r Dia. Lop -i .,..,, I T • . T SECTION C·C TYPE C40 r. "H" i1 the difference in elevation between the outlet pipe flow tine and the normal outtu grade fine undepressed. 7. DIMENSIONS, lnlef Type C 38 - H • 3'-O" unless otherwise specified. 2. 3 4. 5. 6 CONCRETE: Where the basin is to be constructed ,.within the limits of or contiguous to a proprosed sidewalk, the top slab of the basin shall be poured monolithic with the sidewalk using the some ctoss of concrete as in the structure. CONNECTION Pf PES may be placed in any positron around the walls provided they align in the proper dirP.ctian ond their positions ore otherwise eansistent with the droincge pion. Where monolithic connections ore not used, pipes shall be trrmmed at skews necessary to rnsure mrn1mum 3" pipe emlledment and allow 3• radius rounding of structure concrete adjacent to pipe ends For details of monolithic connections see Dromage Detail 16. SURFACE of all upoaed concrete shall conform in slope, grade, _color, finish, and scoring 10 existing or proposed sidewalk ad1ocant to th~ basin. FLOOR of basin shall be given steel-!roweled finish and shoU slope from au direction to To the outlet. For Inlets Type C 39 and C 40-the depth of the upstream end shall be curb face plus 1e• unless otherwise specified for W greater than 10'. STEPS shall be¾• round, galvanized steel. None reciuired where "H" Is 3'-e" or less Install one step 16".± above floor when "H" is more than 3'-6" end less lhon 5'-0". Where "H" is more than 5'-0", steps shall be evenly spaced at 12"! intervals from 16"! above floor to within 12• t of the top of box a. 9 10. Inlets Type C39 8 C40-H" 3'-s• unless othuwrse specified. Inlet Type C40 -W• 14' unless otherwise specified. B ~ 3'-2• unless otherwise specified. T = s• for side wolls and bock wall and BM for front if H Is 3'-6" or less. T ~ s" if H is greater than 3' -6" and I ess than 8'. T = I0~ if H is 8' or more. Curb face = 9M unless otherwise specified. CURVATURE of the side walls of curb openin.g shall be formed by curved forms and Sholl not be made by plastering. MANHOLE shall be placed along bock wall near outlet. For Frame and Cover Detail, see Std. Piao 87-11, Detail U46. l REDUCED PLAN USE SCALE BELOW T 3 INCHES ON ~ PLAN J REINFORCEMENT w H T FRONT Hartz 7' To 4' •• "l t? 6" 7' 4' to 8' •• ., ~ 12 • 7' a' to 12' 10· "4@10· ,:::- 1 PIU I ;11,t1 /B.§ z,g 1. ~ 4,z,1 ~n .._ M,,.,mJec ZtJ 19-2 , FOR TYPES C39 Bi C40 WITH W• 7' OR WALL REAR WALL ENO WALL. FLOOR Vert. Horit. Vert. Horit. Vert. &tl'IW.,e • J (Ji 6" • !I ~ 6" .!I @16. •! @ ,. •• "g• •31 , •• ., ~ 12" • 4 @ 12· •4, 12" •4-i112" ., ~ 12· ... , €, 12· "4'(.i-10" • 4 ~ 10· • 4 ~ 10· ., @10" •, (jJ ,o· 1'4 ,10• S COriff9 line 14' To 4' •• • ! ,,;;; s· • • l,., 6" • !I ,!' 6" • J ~ s• •• @I" • • ..... • .! @ •• 2 3 4 5. 6. 7 , .. 4' to e· e·•,,.:.>12· •4 r• 12· ., f# 12· • 4 ~ 12· •,f {II 12" 1'4 {I 12" "•c,.12· 14' 8' to 10' to' •• ~ a· •• &J 12· ., (f,110" .... @ 10· • • ,, ,o· ., @10· ., ,!"'10· , .. 10'1012' 10' •• ,., .. • , ~ 12" •• @i 10" •4@ 10" ., ~10" ., ~•o· .... f!" 10- REINFORCEMENT FOR TYPES C 39 Bi C 40 WITH W • 21' OR MORE FRONT WALL ·REAR WALL ENDW&l.L FLOOR w H T . .. ... ·c ·o· bo.-. Horii. ; bars bars .. bars Horiz. Horu:. To 4' •• . , , 12· .,". 24• • 3 " 12· . , . €-,z• 5' a· • 3 ,. 10" . _. 3 ~-12· . f . , •• •3 fa--•• . • 3 • 10,11· . 0 7' •• •,10-e,,1· . •3 .. 81n" . 0 • • •• • 4,. 6111· . •3 .• 6111• . 9' ,o· ., ... 1,11· . • .3 ,fol 7111" . N Io·uo· ., f' •• . .. , r,.. 12· . r It 110 • 5 ,"' 7111" . •• 1' II •5 ,:;,, 22,11· . 12' lo" •• ~ •• . .. ~ g• • Ii ~ 25111" . Weld bars to DIOII! 30" o.c. in--------~ lieu of Type •s• onchort i --~-=--=:--~, A -----u -----'" . 0 A a, ----=-==---Cl Note: Alternate -AM bars to be cut off ot OM half hei9hf FLOOR STEEL PLATE ANCHORAGE NOTES When curb face exCl'eds 7• o plain round steel protection bar ,~ 1n dio. shall be installed. Bar shall be embeded 5" at each end. When length of opening is 7'-o" or less, said bar shall be located 5" behind C. F. and 4" above gutter flow hne 51,6 ll 10. Steel Plote formed a. •hown A stirrup shalt be welded to each bolt when both a protection bar and support bolt ore required. An exposed metal ports shall be qolvanized. When reQuired by length of opening bulb angle moy be dehvered in sections and butt welded in place AU golvonIz1nq damaged. by welding . sholl receive two coots of aluminum paint. Type A or Type B oncho~aoa may be used Support bolts shol! be installed when length of, op,~nmg exceeds 7'-o", spacing shall be 7'-o"oc max and 5-0 oc min The steel plate shall be fabricated from 1/is • x 10" universal mdl plates. Vert. 4 4(--24" . . . . ., .• ·20· ... (., 18 ... ~ 13• Vert. :" .. Tie ... ., ~··· .. : '4@ 'M' ... •3 #, 14" 0 "' . w . A • . • . 0 I . . l . •3~11• 0 0 . . ~ . . -u . i ·., . u . . nf0ra"9 StHI l 1/e • 11o1n in plate Adju.tin9 "uts to be~ olld sew-ad in plrx• •'-' .._. plate •• in Pl'OPff POSition. 112•~llim,p(-notia 2) Protection bor(IH note I , • 1"rzo"suoport bolt with haoVGMl nut, l Se• note 6 ) TYPE A." STEEL PLAT!: ANCNORAK DRAINAGE DETAILS r .. ..!!!!£:1.. • INLET TYPE ,. ---, ,c1 • .;.......1 f"IA~hor8-' Show/7 on O ainoge P/qn SECT'. NA·A A Flow/me fi.7 t s·-o· MeD/AN INl.eT APRON DETAIL. NO SCI/U t?',u1• Hrod1r C>Ot:Tl"I::/ k, ~ma,11 • 'PE OG -IN ET Top or 9ral• ,1 or OCP -11 QJ»n,-,,9 1/ \, ., ' ' ' ' . , Concrete Shown on /Jroinage Plan 8 ! Sl"d Grat,~ Jli ,f Grat, sho-n Flow 6' -o· SE:Cr!ON B·B 'Row 8ow/ I ,!,I ~ "' "' Std Sh,rn, Or,11n ln/1! ( G C.P. _$hown) <> ;., 8 € Groll ~ .... I ' <:, ;, 6'-o• 12·-o· ~ oeP11esseD APRON DeTA/1,. NO SCAl~ ' L . D ,r¢"' d~ IZ" lor19 90/i,. s1,,1 prot,chon bors-·--,=,t-"--t..._ @.ro.c. H t 9.:0-OI"' 'eSS 6" "l'N l?O'O e• I /411 /ltf PAOJEd f"IGINfflt •. ' SECTION C·C No Seal, l . .. ... REDUCED PLAN USE SCAL£ BElDW I * 3 INOIB ON~ l'UN -11t 3 ::.t tN:lrJ I~· cl1or end r1s,r C y \F::C7~-~ S,r Sid Pion SO 93 For -l----,,-<~~~-i--il;;; col/or t:Hloll. v,, stt,ndord Tee cor,,n,clion with st~,/ p1p1 lrunkl,n,. CLE VAT/ON STOl?M ONAIN RISER CONNECTION No Seo/ti! R C.P. shollV,J ~ ' ;: ,------,--------------------t"' DRAINAGE DETAILS JI,/ 7 of 'I \; il~ /:~ I> . " "' 1- SECTION 8-8 0 L T fZ" ,.o· 4• 18" ,.o· 5• 24• 1.0· 6' 3G' /.5' 8' 48' t.5' 10· 54• /.5' 10· 60' l.75' II. 66" ,.~ 11· 72' 2.0· 12· Not, 2 "c:" ..,._ 2 -... Zbllow ~ Millifflltrn of 4-l41ies 00owt ond 4-... , betow OSttlWlf and on sif11. llo1irnv111 '"°"' 18. ••012" ftLAN o, CORNER CONNECTION -n ban-2 CINWt ond Minilllllftl of 4-l'4 till al:tow1I ond ◄-•◄ties Nm, opeNfll OM on • 1idt1. Mo1ifflulll 1PC1Cin9 ■. ,OLAN Of SID[ CONNECTION D T ' 4 12· -= 15• ~-1a• s· ... LO-••• •• 'lo ., 2T (j, T • 33 1 • 3.-a· •• a· .,. a· ... •• 51• •• ~-a 5, 10 • • .. eo· 10" (i 63 10· .. • ... II H II 72 II NOTES I. Rottllll •dt• of Htlet to 3• todiua. 2. R1i11forc1•111t 111011 H 1111• iuau cJHr fr•• th fee• •• coacrete. '" COfUIICtint _to 011 ••l1ti■1 ,,,.ct■re 11,,,11 fft ,o,n .. , ., 01, ni1fl11f ltr■ct•r• Iii iRCIMII Hflhla it■ i■tetHClie• wltfl fllle ... ~OHHtloR. • ..... ••d• of ~4 llon ... , connection opening as requited. MONOLITHIC CONNECTION .!J-14 ecch /bee FOR PIPES 12" TO 7 2' INCLUSIVE CONCRETE COLLAR NO J'CAU Wh•n p,p,~ or d,tr,r,nl d,om1l,r.$ on JOtn•d 11111th a cr,ncr,t, collar. L ond r 61'1o/l IHI tho,I! of' th• lor9,r p1p1 0 • D, or Oz wh1cl?,ev1r 1.$ 9r,ot,r 3. Om,t ,w,nl'orr;-1n9 on p,,o,:s i'4" and l,s:s ,n d1an?l!l,r and on all p1,:>6:6 wMr, on9J, A,, 1,,.s thon·10• , S. Join p,pe.s al in.,,,rf.s Reml'orcemenl .Sholl~ placGd 1,f • dGor f'rom outside d101nefer of /JIIM. A L ut 11110 Tll•I P•oJut Plt0JtCf .ioi,j~lf lltl>!ST(.,.;i CML tiiaii& ltO. 1/,,(,74 '""' --#ovemJv 2,Z /.97.9 Eiu31. slruclur, REDUCED PLAN USE SCALE BELOW r:: l ! ::f secr10N A-A :S INCHD ON CIMIINAL. PUN A _J ~ MIINHOLE or INLET CAPPING D~TAIL No Scale t • ;: .------------------------1"' DRAINAGE DETAILS Shi. 8 of 'f A. C. RI svr/ic,~ff £x1S/ CnJ4'4 PLAN SECTION .4-A REM0OEL INLET@ Nol lo Scole R"'1dw119 Slr11d11re ,..L_.,..,,.7'""---,-,-,,, .;;,,non 'O .• ....... : • '· .• -~1------'-----L -r•··. •• .. ~-:-~.... . ....... . I / I OP I ,· I C4nc.-lJackFill llJ" trCP CONC. BHC/!f/ll OET/1/l Nol lo .Scale SECTION 8-8 FOR REOUCED Pl.ANS 0 ' ORIGINAL SCALE IS IN INCi-ES 3 REDUCED PLAN USE SCALE BEi.Ow t::: i . * 3 DICHEJ ON 01t1e1Ju.t. Pl.AN ' ' 1£..._ ___ :,l-----~7 / -7 ()JU I /,I.ti /,l.7 1Z 11 -~ --~ «-~~-J'ROJKT ENGINED ~ NO-/UJ.l;f. ~" __, 4/4vemhec 24 t9l9 _J ~-/ r----_/:j-1_:::::_..--,,,,,.,- ---- ,--- I I I !---- ' t{DTES I. Fttr ulhr t:11/»ils su o,-,,;,111" Od111/ 5/Nef.3. P. r'or e/1v1ltims Re Pro/',/1 . MANHOLE N0.4® Nol lo Sc11/4 ORA/NAG£ OETAILS SI,/ 'I ot '1 IJ Ii EXCAVATION BACKFILL Original Ground or IN TRENCH EXCAVATION BACKFILL IN EMBANKMENT MINIMUM ALLOWABLE CLASSES OF RCP FOR METHOO I Cover (in feet) Minimum Class a D-Load Less than 6.0 Class II 10000 6.0-7.9 Closs Ill 13500 8.0-9.9 Class Ill Special 17000 10.0-11.9 Class IV 20000 12.0-13.9 Class IV Special 25000 14.0-16.9 Closs V 30000 17.0-20.0 Class V Special 36000 Notes 8 and 9 CIRCULAR REINFORCED CONCRETE PIPE METHOD I Pipes with inside diameter of 78a and smaller. EXCAVATION BACKFILL or Grading Plane IN TRENCH BACKFILL EXCAVATION BACKFILL EXCAVATION BACKFILL EXCAVATION BAO<FILL Original SHAPED BEDDING EXCAVATION BACKFILL SAND BEDDING IN TRENCH SOIL CEMENT BEDDING EXCAVATION BACKFIU. EXCAVATION BACKFILL EXCAVATION Embankment constructed prior to excavation. ~ '-',\.' Embankment constructed ~~ prior to excavation ~-~ ~2'{ IN EMBANKMENT SHAPED BEDDING SAND BEDDING SOIL CEMENT BEDDING MINIMUM ALLOWABLE CLASSES OF RCP FOR METHOD 2 IN EMBANKMENT Cover (in feet) Minimum Class a D-Load Less than 16.0 Class II 10000 16.0-19.9 Class Ill 13500 MINIMUM ALLOWABLE CLASSES OF RCP FOR METHOD 3 Cover (in feet) Minimum Class a D-Lood 20.0-24.9 Closs Ill Special 17000 25.0-27.9 Closs IV 20000 Less than 26.0 Class II 10000 26.0-31.9 Closs Ill 13500 28.0-34.9 Closs IV Special 25000 35.0-41.9 Ooss V 30000 32.0-37.9 Closs Ill Special 17000 38.0-44.9 Closs IV 20000 42.0-50.0 Closs V Special 36000 45.0-55.9 Closs IV Special 25000 Notes 8 ond 9 56.0-67.9 Closs V 30000 68.0-80.0 Closs V Special 36000 REINFORCED CONCRETE PIPE Notes 7, 8 and 9 AND ASBESTOS -CEMENT PIPE CIRCULAR REINFORCED CONCRETE PIPE Note 5 METHOD 2 METHOD 3 ---,:::- 07 Ora I /$.() '/,l.5 J3 ;Ji. CHIEF, OFFICE OF STRUCTURES DESIGN REGISTERED CIVL ENGINEER NO. 9013 tu.Tl! Uftr.l"!D November 17 1978 To occompony plons dolfil tfltteezJn: 2e /.!}7,9 NOTES I. 30" minimum up to 45" 0.0., then 2/3 0.0., but no more than 60" required. 2 Slope or shore excavation sides as necessary. 3. Culvert backfill shall be placed full width of excavotion, except where dimension is shown for bockfitl width or thickness. 4 Oimertmons shown are minimum. 5 Reinforced concrete pipe refers to circular reinforced concrete pipe, oval shaped reinforced concrete pipe and reinforced concrete pipe arch. Oval shaped and arch shaped reinforced concrete pipe and asbestos-cement pipe to be placed by Method 2 only. 6. When top of pipe is within 4 1/2' of finished grade, embankment compaction required will govern over culvert backfill 90% relative compaction. l The type of bedding shall be ot the Contractor's option, but the bedding selected shall be the some throughout the length of any given culvert. a •cover is defined as the moxiffl.lm vertical distance from top of pipe to finished grade within the length of any given culvert 9. Unless otherwise shown on the plans a, specified in the special provisions, the closs of pipe and the method (I, 2 or 3) for circular reinforced concrete pipe shall be at the Contractor1s option, provided the cover as listed elsewhere in the plans, falls within the limits given for the method selected and the class of pipe furnished. Exam_ples, -24 RCP culvert with a moximun cover of 19'. Class V Special or stronger with Method I. Closs Ill or stronger with Method 2. Closs II or stronger with Method 3. -3fS' RCP culvert with a maximum cover of 27' Class IV or stronger with Method 2. Closs Ill or stronger with Method 3. (Method I is not allowed with cover over 20') The class of pipe and method ( I, 2 or 3) selected shall be the some througho•Jt the lenglh of any given culvert. 10. The "length of any given culvert" is defined as the culvert between: a. succes'3ive drainage str•Jctures { inlets,junction boxes,headwalls,etc.) or EXCAVATION SACK FILL EXCAVATION BACKFILL b. a drainage structure and the inlet or outlet end REDUCED PLAN of the culvert, or riginal Ground IN TRENCH ONLY CAST-IN-PLACE CONCRETE PIPE :"iP.vised and Redrawn 8/ 78 Original Ground IN TRENCH ONLY NON-REINFORCED PRECAST CONCRETE PIPE Soil Cement Bedding LEGEND rmJ Culvert Excavation ~ Loose Backfill Culvert Backfill 95 % relative compaction Culvert Backfill 90% relative compaction G:J Sand Bedding I'.',•: •I Soil Cement Bedding ~ Roadway Embankment 71RW Original Ground O.D. = Outside diameter for circular pipes, and maximum vertical outside dimension for other shapes. R.C.P. = Reinforced concrete pipe. FOR REDUCEO Pl.ANS 0 2 3 usE SCALE BELOW c. the inlet and outlet end of the culvert when there 'Ll---'1-, __ ..:21-, =-::-::.1:13 are no intervening drainage structures. C: :, 1NCHES ON ORl6lflAI. PU,N NOTE: This plan sheet and plan sheet SDA62-CA.19 supersede plan sheet A62-CA pa~e 14 of the Standard Plans dated Morch, 1977. SPECIAL DETAILS EXCAVATION AND BACKFILL DETAILS CONCRETE AND ASBESTOS-CEMENT PIPE CULVERTS SD A62-CA.IA ORIGINAL SCALE 1$ IN INCHES '=---==:'-:::---==~-:':":=l__J_ _________________ ~ orizontol brace with Truss rod may be used as an olternote to o Oiaoonal brace END AND CORNER POST ASSEMBLY 2·-s• for fabric less than so• hiQh 3'-0" for fabric 60" and over. 6"or os specified or shown on -- detail plans ( See note below) R/W I <i. I PC. Concrete Not less than 3 times max_ cross section of post with min.of 8 ~ 2'-6 .. for fabric less than 60" high 3' -o• for fabric 60 .. ond over. R/W HEIGHT 6"or as specified -1---or shown on detail plans 6' and Less ( See note below) . Over 6' Brace to be removed ofter all other fence construction is completed unless otherwise directed by the Engineer. 10· Line posts at iOOO' max. intervals braced and trussed in both directions. except that this bracing and trussing may be omitted when the fabric is stretched by equipment Horizontal brace with 319 Steel Truss rods PC. Concrete 10· Type CL-4 •48" fabric. Type CL-6•72"1abric. TYPICAL MEMBER DIMENSIONS 8' Mox. Gate Panel Gate post Vertical stay 31-011 ot Gate post &, LINE POSTS END,LATCH 8 CORNER POSTS BRACES ROUND ROLL ROUND ROLL FORMED ROUND ROLL FORMED ( 1.0.) H FORMED 11.D.) C, i;J [] ( 1.0.) H G"J □ I 1/2" l'li • l'\-i 2·. 1'\,4 2· 3112• 3112" 2" 1 ilt; ,114" ,11z.1'1i& 151;x 1't4" 1314. 1'1411 2· 2't,;. 2" 2" a 1314 2112" 3lf,3't2" 2 11;.2~; ,~.-l~2"•1 5/4i 1'1,".11~4-13/411.11 114 ~ :--~ t; l-v--~--t1-~----r:1 ';' ~ NOTES: :; ·' i· ·;. ...:....::: OTHER HIGHWAYS • • HIGHWAY FREEWAYS NOTE, Offset to be 2'-0" at monument locations, measured at rt angles to R/W I ines. Tape'." to achieve of.fset to be at least 20' long. FENCE LOCATION Correction Footing Dimension Added ~ I. The above table shows examples of post ond brace sections which may comply with· the Specifications. 2. Sections shown in the tables must also comply with the strength requirements and other provisions of the Specifications. 3. Other sections which comply with the strength requirements and other provisions of t_he Specifications may be used on approval of the Engineer. 4. Options exercised shall be uniform on ony one project. 5. Dimensions shown ore nominal. To occompony p/~ns dal•d. Mv,,mbu. ?,e f2Z9 t:ttt1tr;;;za;--1?1'Jffl Latch post ,t:,::,K--J: l "" CIHf, Otttc• of PlomHIIJ ofld Dffi9'I ~aw11 En;I_,. No.esn -September 20.1978 10' GATE POST FENCE GATE NOMINAL WEIGHT HEIGHT WIDTHS 1.0. PER FOOT Up thru 6' 21/2" 4.95 61-011atd Over 61 thru 12' 4" 10.79 Less Over 12'thru 18' 5" 14.62 Over IB'to 24' Max. 6" 18.97 Up thru 6' 3" 7.58 Over Owr 6'thrul2' 5" 14.62 6' Over 12'thru 18' s" 18.97 Over JB'to 24' Max. B" 28.55 NOTE: Above post dimensions and weiQhts are minirrvns. Larger sizes may be used on approval of Engin-. L NOTE: REDUCED PLAN USE SCALE BEi.OW I 2 I I 3 INCHfS 0N 0Rl8INAL Pl.AN This plan sheet supersedes plan sheet A78· A.I page 34 of the Standard Plans dated Morch, 1977 3 ::.J SPECIAL DETAILS CHAIN LINK FENCE SD A78-A.2 CA 0 l> al I '!> N Note ·10 Designer Redwood cover used where there is no possibility of wheel foods. Otherwise use Type GCP inlet. One or more woll openings con be used. Location and number as ordered by the Engineer. Dia = 42 .. , Opening may be cost in pipe. 24"opening ---.... ~ ... ' ' ' ' r ' I ' ' ' , 1/4" Checkered fl Tack weld 18" of I.Ii" heat -treated chain to lug and cover( See Note 10) •. ··" ,.,_,--• .._· -112."' X 1111 .L--1---'-V, • • 11e•• hole in Bracket l:l!!TT ,~===[jjl-ifj' b o, 11-4 II _, _, Grind all exposed corners l/411 Radius ro .__,., -,,.,.,, MztVOkc ?t?, t-?7.9 •, ., 611x 114.• x o' -6 11 fl. Washer with 719"• Hole ♦ "-Brackets ~ 10' Ctrs Max. 41,oz" x I.Ii Bent Plate %"• holes in bracket and rail for 112" bolts Fo1rttffibi'u't1Zlwl I ~~ .. CHl~MNO=--lt£GtS lt[D CIVIi. ONIIU NO. ~D Ofcrmber a ·ma: GENERAL NOTES l11 hole in C Place pipe so bas ptianal Splice SEE 20d galv. nails clinched on the underside ' ,.,/ ',.... -------- 14" Checkered fl cover common to CSP ond cone. pipe DETAIL "F" il==:::m:::in=·=~J .~ 0 I. ladders and Steps-None required where "H"is less than 30 £ inc.hes. Where "H "is 30 inches or more, install steps or ladder . • 2-Holes slotted with lowest rung not more than 12 inches above the floor grate will be parallel with main surface fl =.., ! & Join toC.S .. 3"x l,Az" bars ~f\!l 'rype 36R Grate 2'1x 611 Redwood Z'Redwoodtop Weld '. (See Section 8·8 u..--....---=·· for bottom design) ~ SECTION D-D ~ TYPE OCP or OCPI (See Note 9) . .-, __ ::c-1& WITH STEEL COVER Peen end of eyeball 18" of ¼" heat·treoted chain ( See Note 10) DETAIL "H" 4·7,-;,i) ,~1; ,,6 -,, "' 14" Checked It Slot ¾"x2\I(. , , "' SECTION B-B SECTION A-A ....:.===•TYPE GMP DUCED PLAN , lCAL£ BELOW TYPE OCP or OCPI ( See Note 9) WITH REDWOOD COVER I l,4" hole • -~ • ·,.: • ·a·. . ·: ~: • * J HD ON 0ftllllJW. l'Utl L311x2I,zNx~• Riwt,Spot Weld or Tock Weld at ~• Rivets, Spot Weld ·;(or Tack Weld at Ve UPPER PART OF SECTION B-B TYPE GCP WITH GRATE •. -.. . • .•• SECTION E-E DETAIL "G" ~36"C.S.P. Riser Weld 0.064" Galv. Steel 5" 3,, Plate Reinforcement (2 Reqd.) ♦ ' .... -0 J -,;, <D 5,ji • x 1" for and highest rung not more than 12 inches below top of inlet. 1,1,, 8 11 The distance between steps or rungs shall not exceed 12 <> •,.. Lla s inches and shall be uniform throughout the lenQth of the ~ ~£' wall. Place steps or ladder in the wait without an openiflQ. t. _j "' ♦♦ ~ 2. Ladder may be constructed in one len9th at ::-T contractor's option on R.C. P Riser. J" 2-Holes $'a'' '<for 1/z"• Bolts 3. On C.S.P. Riser, connect laddersplice-ptate·so -§!~lice Plate 4 2~"x?i1fxd-10" • &,5 6. joint can compress 112•. Ladder splice plate to be connected with 112"• bolls with double nuts. Inlet pipes shall not protrude into basin. 31.;''+ Steel rungs,golv . (See Notes I and 7) Except for inlets used for junction boxes, basin floors shall have a minimum slope of 12' 3 from all directions toward outlet pipe, and a wood trowel finish. or 1"+ Steel rungs (See Note I) t"";:1-~---211x 3/16 xo'-t1 fl washer &LADDER DETAIL 7. Galvanizing, See Standard Specifications or Special Provisions. 8. See "Standard Plan" D77-A and D77-8 for Grate and Frame Details and Weights of Miscellaneous Iron and Steel . 9 10. II. Designation of Type OCPI or OMPI Pipe Inlets on plans indicates Trash Racks are ta be furnished and installed on all side openings. Chain to be provided when specified. Calk seal with pliable mixture of sand, portland cement, and emulsified asphalt ( Mixture of ~ points or better toC.S.P. 10 z3'-o"/ f 'points or better EE DETAIL11811 I,...",x 311 •c Weld 0.109" Thick 11hole in angle Steel Plate C<:N ~ l/4" Checkered It II I>-SECTION A-A ~ J ~ Var O 11 in shoulder locot,on Drill or cast holes to suit and grout step in place 3t;••steel step,galv. (See Notes I and 7) or 1"+ Steel step I part porlland cement, 3-5 ports sond, and 1112 parts SS I emulsified asphalt.) l,'l"f fl/z"x ¾" (See Section A·A for bottom-design) SECTION C-C TYPE OMP or OMPI (See Note 9) WITH STEEL COVER T~~i'F'iF"~---;-'.'£:',.- 1~' N ock weld 18" of 14" heal-treated chain to frame and cover (See Note 10) ¾" Rivets, Spot Weld or i j •-<D _____ [ _ _.,--Shoulder ,-- -------Tack weld 6" cut piece of C.S.P around &r..L.\..:..2~-=±-.-; 36" C.S.P nser to provide double thickness and additional support under ring and grate. 36" C.S.P. • 0.109" Thick Tad< Weld at I/a points or better DETAIL "A" Diameter Base Top A.C. Dike A.C. Dike F DETAIL "B" Vz"~ Slot3,,j"x21/4" ©-..3,s" Rivets, Spot Weld or ----------------i T~;kp:.~:~ i: better SECTION F-F TYPE ODI Pipe Riser Diameter Bose TYPE ODI BASE DETAIL FOR PIPE RISER CONNECTION Finish Shoulder Line Modified 36 R or 36R X Grote -<D ' 0 (Se~Nolel) %;'_ "' --,,, Step [!%"• Holes for 1/2"' Bolts ♦ 518" hole Note, Galvanize after fabrication. (See Note7) R.C.P. RISER STEP Plate C.S.P. RISER & DETAIL '.t II ~,- Drill 1"' holes in CPi cast or drill 1111 holes in cone. pipe for l/2'111 mach. bolts, cut washers. DETAILS OF TRASH RACK FOR PUMPING INSTALLATIONS USE INLET TYPE OCPI or OMPI NOTE, This plan sheot superSed•s plan ShHI D75-14 pag, 57 of th• Standard Plans doted Morch 1977. SPECIAL DETAILS PIPE INLETS S075-14 6125/74 REDRAWN & 7/7/75-REV BADO. 0/M.8 REF NOTE REM. STD.END FINISH 8 WORD 'PUNCH' £ 3/26/76 -REV LADDER OET STEP OET NOTES I 8 5 ,1, 8/28/78-H OIMENSION CHANG£{) TO VARIABLE en 0 ~ UI r+----c---------~~-1 ' ' ~oss Drain Woll Thickness I i : 1?• Mm.) ' •4 H 000 4912":.t Bend up pipe D 4 C ~6"L.. long1I ,e,nf R.C.P only. SECIION A-A See Note 7 36"•c.S.P Some truckness OS rrHt' curve o A.C.Pipe Re,nf ond dimen -e :::; i ;; ., ii: ' c ~ 'i '<D c 'i •. . . ; ----" .... :": .... .. • . •· ~- _, Rise, Safety Cage er ""' ? ,...oroinage Inlet ~ !See Note I.) :·I·: --• ~-.. C.S.P. Riser ....... 12"Min. c,,---- i·I 11 Ill' ... 1,, 1 I 11 ,1. '- Diameter of Slip Joint 3'" greater than diamet tobe erof le halt riser. ~eking of suitob moterialLOokum or asp soaked urlap. ~ R.C.P. or AC.P. Slip Joi nt. ~ ~Grout Lug Slop ·.: ..•... ·4: •• 1, ..... _.• ,_, use Epoay resin J State . .... -~ ---adhesive( ---1--L DISTRICT COUNTY ROUTE SHEET TO AL HO SHUT 07 Ora I /6'.0 /1!1..5 !{, 1$7- CMII, Offic■ of Pf-ille eM Ontlfl R ......... Ciwll £,..,_ Ne..N7Z APPRovr:'D De-cember 8 1978 • 3 Bors throughout with welded joints ' N L REDUCED PLAN USE SCA1.E BELOW * :S INCHES ON CllllalAL. !'UN j R .C.P. or A.C.P Cross Drain-. -- Specificat -8040-GIJ--!;,1, RISER SAFETY CAGE DETAIL •4 Hoop •4 C@6"± .-4.Jl2"t See Note 6 Cut and bend J up all pipe I\ \ remf IO"m1n 6"~ R.C.P only. See Nol. + J See Nole s1m1lar to those for 7 --1•• "'~ 7-=:"'--<6;11_;,t--='--R.C. Pipe Riser -'--"--l.li~_::_ ~-Cf o< • ----+-4- SH Nole 6 -30·· Min or D/z •hlCh ever IS greater WITH 36"RC.PIPE RISER See Note 6 RC o,A.C. Pipe Drain. WITH 36" PRE-CAST RISERS R.C. OR A.C. PIPE DRAIN -WITH 36" C.S. P. RISER ALTERNATIVE COLLAR DETAIL a, , r,......--See Note 6 Reinf. ond \, dimensions not shown \ See Note similar to those for 7 -'L-....;'7-1...::.~--C._P_,pe __ R,_se<_ ---+-+- ---- -• -lo, bondr,g --pipe to er - slip joint ossdrain. F.L.Elev. .. .. --~". -.. , C.S.P RISER FOR DRAINAGE INLET ' . _. Drainage Inlet (See Note I) C.S.P. Riser 12" Min. Packing of suitable material, Oakum or asphalt soaked burlap. & Diameter of Slip Joint b.. to be 3" greater than ~ diameter of riser. See Note 6 C.S.P Cross Drain WITH 36"C.S .P. RISER C.S. P. OR STRUCTURAL PLATE PIPE DRAIN WITH 36" C.S .P. RISER ' ... 3/e" rivets. spot weld or tockweld g 12"Mox.ctoc. L3"x2"-"x3f.8" l,4z''1.1Q"golv J bolts -z Total. 4 DETAIL A C.S.P RISER FOR DRAINAGE INLET GENERAL NOTES I . Structur8 at top of fiser may be any standard drainage inlet 1 or pipe inlet. 2. Galvanizing: See Standard Specifications or Special Provisions. 3. Ladder may be constructed in one length al contractors option on R.C.P. inlet. 4. On C.S.P. riser,connect ladder splice plate so joint can compress V£ 5. Ladder splice plate lo be connected with 1/z't bolts with double nuts. 6. Use Epoxy resin adhesive (Stole Specification B040-61J-08) for bonding concrete collars to A.C. Pipe. & 7. Pay limit for 36"risers to CL.of cross pipe. 8. Ladder-None required where"H" is less than 30 inches. Where 11H11i.s 30 inches or & more,instoll lodder with lowest rung not more than 12 inches above the floor and highest rung not more lhonl2 inches below top of inlet. The distance between rungs shall not exceed 12 inches and shall be uniform throughout the length of the wall. Place ladder in the wall without an opening. t_ 3/26/76-REV. LADDER OET. 8 ADO.NOTE 8 2 9//6/77-Rev. Riser Safety Caqe & 8/28/78-RISER DETAILS CLARIFIED. EPQKr RESIN ADHESIVE SPECIFICATION NUMBER CHANGEQ 1/thole in bracket l'-4" min 0 'o -., Grind OI I e.poud COffllf'S ~ RodtUS 17-r--,,lL._6"• /4.o·-s .. It washer • ...,,th 14• Hole Brackets(! 10· C trs Moa 4 ~· .l 'I~ Bent Plote ¾•holes 1n bracket ond roll for 'fi •t,mts 2-Holes slotted ~., .. tor Y2•eo1t_• 2 ·Hotes ~ •tor i,;• Bolts SPLICE PLATE _ z1r; • ~-~ • o· -ioM _jJl1 • ~~ 3/4'♦ Steel rungs,galv. (See Noles 2 and 8) or I"♦ Steel rul)9S A (See Nole 8) " = i"• Holes NOTE'. 31~ • Bolt 2".x 3/1~ x o·-2" It. wwosher LADDER DETAIL This plan sheet supersedes plan sheet D93-10 page 71, S093-11 (letter dated 10/11/77} of the Standard Plans dated March, 1977. SPECIAL DETAILS DRAINAGE INLET RISER CONNECTIONS SD93-II.I Planting Area See Note 10 Full Curb Height CASE A 8,33% ~ CASE Retaining curb-if { necessary ot edge of sidewalk Front Edge of Sidewalk See Note 11 if located in center of curb return 8 Use grooves on sloping portion of romp when located in center of • curb return 8.33 % ____ ;Mox._ rr I SECTION A-A Top of Ramp Rounded f.._-4•~ I ... o, .._._Min. 2% Max.. 8.33 % Mox. TJ SECTION 8-8 Retaining Curb if necessary Depress entire sidewalk as required Retaining Curb _ J :_ :':° Max. (if necessory c::::::r~J=! -=--=--~~S:--==-=--=-=--=-=-=-Iur:r•k T_]' SECTION C-C I 7/79 Revised and Redrawn ·= :e -.. ~ Planting :; ., Area " 0 i5 7( ~i~ N :E Retolnin9 curb if necessary at edge of sidewolk Plontin9 Area See Note II if located in center of curb return 12.5% Mox. at curb ~ CASE.C (Sidewalk less than 5' wide) See Nole 10 CASED 12.5% Max. at curb Crosswalk See Note 10 .,. " 3 .. .. e 0 Front Edge of Sidewolk L REDUCED PLAN USE SCALE BELOW I ' j 3 INQIO ON C1111Ga1L. PUN Plonting Area "x" 3' CASE F See Note 6 4' ~ . . . "' " I') C . :e ~ CASE G See Note 6 Front Edge of Sidewalk Removal and replacement Limit of pay at contractor1s option 41 unless otherwise shown'\ on controcl plons. C:~~.:~===M=-i=n·==..aj i T] DETAIL H Existing curb and sidewalk Approx 314" except approx. 11 I V2" on sloping portion of ramp c.:,;,: + 'p""'" o. ~.o. 4 "'"'-""'lz,,.,.4 <\'il'A "' ,._ <>.. A t, .0. • • yn A,:,. ,. .o. "' .o. /,. <\ -<t q q "vi:\ 4.0.l>..:.4.Jl,._.l>.1.•.0.Z..:,. NOTE: ...,.._.l!:o July 26, 1979 NOTES I. If distance from curb to back of sidewalk is too short to occommodate ramp and 4• platform os in Case A, the sidewalk may be depressed longitudinally 01 in Case B or C or may be widened as in Case O. 2. If sidewalk is less than 5' wide the full width of the sidewalk shall be depressed as shown in Cose C. 3. As an alternate to Cose A, one romp may be placed in the center of the curb return as in Case E. 4. When ramp is located in center of curb return, crosswalk configuration must be similar to that shown on the plan to accommodate wheelchairs. 5. If planting area Width is equal to or greater than romp len11th, ramp side slope "X111 distance • 3 (See Case G) 6. For Cases F and G, the lonoitudinal portion of the sidewalk may need to be depressed as shown in Case B. 7. If located on a curve the sides of the r~m_p need not be parallel, but the m1n1mum width of the ramp shall be 4'. 8, The bottom of the romp shall be flush with the gutter. No lip shall be used. 9. Sidewalk and ramp thickness "TN shall be 3 !121 : ' 1 10. T_he rorr;1p shall have a 12• wide border with 114 grooves approximately 3/4" o.c. See grooving detail. The surface of romp shal I have a transverse broomed surface texture rougher than the surroundinQ sidewalk except when located in center of curb return. I I. When ramp is located in center of curb return, it shal 1. be orgoved in a herring -bone pattern with 114 orooves approximately I 1/211 o.c. See grooving detail. Grooves should be aligned parallel to crosswalk stripes to direct blind pedestrians into api:,.-opriate crosswalk. /~. Ron;:p side slope varies uniformly from a maximum of up to 12.5 % at curb to con-form with longitudinal sidewalk slope -adjacent to top of the ramp, except in Cases Ca G. 13. RETROFITS-When a wheelchoirrompis added to an existing facility, the followino changes ore permitted: (Al Romp grade in Cose C may be increased to 4 % . (8) Other romp grades may be increased to a maximum of I I.I%. (Never- theless, they should be as flat as feasible.) (C} Where the 4 1 platform is not feasible, the width may be decreased to 3 1 • ( 0} The platform may be eliminated if the grade does not exceed 8.33 % . CASE E GROOVING DETAIL This pion sheet superse-des pion sheet NB -B. I poge 85 of the Stondord Plans doted Moreh, 1-977, SDNB-9.2 (letter dated 10/ 5/ 78) SPECIAL DETAILS WHEEL CHAIR RAMP DETAIL NO. I SDN8-B.3 Ill C z CD I CD "' PCC Sidewalk Asphol t Concrete Ramp at 8. 33 % Mox. See Note I Crosswalk Curb and Gutter PCC Romp ~ CASE 3 Crosswalk See Grooving Detail t ~ -.1> PCC Sidewalk CASE I Asphalt Concrete Ramp 4" Drain a~% Max. J (.. s:,_:::~2 ___ _ -r---D I L I _______ J = See grooving detail SECTION A-A Curb and Gutter . 411 Drain See Note 2 8.33%Mox. ~ -c=:::;;:1:--:::-r==±~~:=:=J'J ?_: ~== ---1-= f /~ Port land Cement Concrete 3 ~"l Minimum Thickness SECTION B-8 Asphalt Concrete Ramp at 8.33 % Max. See Note I Crosswalk Crosswalk 411 Drain See Note 2 1. 2. 07 Ort7 I 111!:lllfflltED OVI.. PealU m Mn! ,,...._ JULY 26, 1979 NOTES Asphalt Concrete Ramp side slopes shall be a maximum of 3: I. 4" drain shall be 0.139• min. thickness steel pipe. Pipe shall conform to radius of curb and be beveled to conform to side slope. 3, Concrete finish for Ca1e 3 shall have a transverse broomed surface texture rouoher than the surrounding sidewalk. 4. RETROFITS-When a wheelchair ramp is added to an existing facility, the fol lowir19 changes are permitted: (A) The ramp grade may be increased to a maxi mum of 11. I%. (never-theless, it should be as flat 01 feasible.) ( Bl Where the 4' platform is not foa1ible, the width may be decrea1ed to 3'. (C) The platform may be eliminolod if the ramp grade does not exceed 8.33%. t:: REDUCED PLAN USE SCAI..£ 8ELOW ! . ~ 3 PCC Sidewalk Approximately 3/411 3 INCHES ON ORt11M41,. PLAN ::t Curb and Gutter CASE 2 " 4 • .",6 : J •~:.b:."<1•":'·?.,;.:f'.··;, :.i:-~: :o:~:~'.r-:.~--.I>::_·_,;_:<· -~·.o· I: .:.-e>.V·,' . ·t,,•';-:i,:. ;.4:·A: t: -·._<t· ::"-·t,. :·<1."-1/4·.:.t>·.-~-•• •• .-l!>:-t:> .--~ •. ,:,,, GROOVING DETAIL SPECIAL DETAILS WHEELCHAIR RAMP DETAIL NO. 2 7/79 NEW N8-C i~ l~ " '< 1-,-,;- l ~ i--c!i. ' ' /l% /~1: " --; "' .~ 'ii i h, I •• n,, 'IAf'"i,ly ~Jtt,,., ,;, ~h,s CQ/u,,,,, MJr. 1«1'1 ,i,d,Viilual porl,o,r ol' WDr/ti is II lim,/ µy fv,,,ltfy. •••C1N1tp111sllliiH1 /i,dvt11# ,,;, f/J1 pri&4 11/' Ac P OESCR!PT!ON f,{ qA ... i.; • ~'": .. ~ ;i:.,. "' ""' It"' "'"" ~~ ~--- - ... ... () ~ ~ E! I:! ~ ... "' ~ -.... ~ ~ ~ ~ ~ ,; ::,,,t .. ~ I ORA/NAB£, SrRVCTURE LISr c? .... .... i.; ~ ... I... .... ... ..:"' ~ IS __, ... ... ~ ;,,~ ~ ~ ... __, ;;;"-:!: :: ~ ... ~ ~ :, ~ ... i "'~ "'"' :i: 'i! ~ ~ .. ~~ .... "' ~ ()"' ., ~ Q. ~ ~ ~ ~ ~~ ~l\'. ~ ~ ~ .. ~ .... . ~ ... 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" OESCR!PT/0!,/ c HH I/, belrhl 11,Af Iv Ff& e Cop HH 5a b OS Intel ] Go G!J 1"Mi, i'4·/J_ Urole I h < d e I 0 h lo b ., 9o 00 In/el, N • /3 (irafe b 7-< {}0 Inlet, 24 • /.J !irate d e !1H'I, l>etad U45 for rrc I Oep"ssed ltpron Q (i/ Inlet, 2-,.·IJ tirule " ' .'-; (}3 ln/d., ?-,·/3 6rale k t Concrete Col/or "'•• "' n Sid Stra1Pht h'eadWO'II 0 tl! "'.Ol 454 lu? Z.10 J.00 10, llS I.Gl l63 !22 0.10 I IJ3 151 ' ORAINA0£ STRVCTURE LIST R£/NFORCEC CONCRETE I .180 104 458 I 154 29 174 188 to J/1 I I f ,o f 4SI f I I 52 ! ' 181 44 25 188 41 .1.• ;sa I 181 I ,a .ti I 532 1'2 138 , 18 82 .J.? 21, .11 TQTRL I /t/! fo/! /;I/;/; I~;</; I I I fa1/I /1/~f /; /; /; l~~~A~001~1/ I I I ----- 7 ORA I ""~ //.~~-- NO, 1'(,1-f. __ "" ~-ffiye,,,,be,--.?t:J, /.9 ?.!L PIPE REDUCED PLAN USE SCALE Ba.OW c l . ~ ::i 3 INCHES Off~"'--"' - Sht. Z of Z I - ~ f ;: .. , '-- 11 i ,, ~ h, ~ I it ii ' '-l i ! 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'. . ..._ "'-.,' • ':),._,_ / / • \I ), ' ' • ' . ) .L , ·_• ,/ 1· . }! • • ·,, '. -j ..... ,,, _.: I ,,,,/ ......,--, -.\ . '-..... ---. .:: -r, ~ ~--. -· '· \... "-..... I I / • ~ I ·f -\ ~ --., . I :.!..., --) '. ~ ~..... ! ' ~, .EL'" : '----... ~ "' ~ . · _ ______,:;_,;,..__,./.:'-"-..... ''--Ol ~ -_'.___:._L----------'-'>~t1~C:.!l'!./.~ic:_fC:'E_O'.!_ll~S'f.l_,_H!_l!WL,_!..!J,;'-"'==---' ~"' / /+00 1' VC.P. PROFILE S I. f",,-20'Hori.J. ell. e 1·· ~-Yer/. .e+oo REDUCED PLAN USE SCALE BELOW ---- 1 SEWER ----- PLAN L I 2 I l 3 INCH!s ON Cla8INM. PUN ::f 5c11/~ l~.50' SI,/. Id_, - 0 , .: .. • :::! .,ii~-'" b, D . -r-.', ----- r MH o . ) ,1[ S.~ JI.§ (JO.i l;,f' £"· ' ·__:'.-"i ' 1 ~~---_j~, ~cc--I , --------;_______J .\ ,_,_ ... ___ _._..,___ ....... ~ Ill. d =-; T l Ai.: wr. no..aa,..,.. a..•g ""°'-"J#,.#<.Z.Ol~~- ~n --/tG,,#11?4dC Zd (.27.£ i -./) ·, ~-,·a. ~,,;, ,,.~o· , • Shi. 2 w, z ii :,, JOINT DETAIL 4'-o• DIA. 'lo P. C.C. COLLAR SEE JOINT DETAIL -, ••• ADJUSTING EXISTING PRECAST MANHOLE TO GRADE NOTE: 1B •1 114 • STEEL PIPE CASING 80TH EM>S SEAL WITH BRICKS ANO MORTAR. REDWOOD BLOCKS OR METAL RAILS. IN THE EVENT THAT THE MANHOLE IS TO BE RAISED OR LOWERED, THE .CONTRACTOR MAY ADD OR REMOVE THE 24 • DIAMETER RINGS IF THE EXISTING MANHOLE IS WITHIN THE SPECIFIED LIMITS OF~• MIN.&ll•_MAX. WHEN COMPLETED. OTHERWISE THE CONTRACTOR SHALL BE REQUIRED TO ADJUST THE 49• DIAMETER RINGS TO MEET THE FINISH GRADE. L.F. •l.!5' ....... :::.• .. . . COMPACTED BACKFILL COMPACTED SANO (30 S.E. MIN.I COMPACTED GRANULAR MATERIAL TYPICAL PIPE CASING CLAY PIPE BEDDING DETAIL EXISTING SW' i >t· ! ! ' : ! ' ' / • ' ' ' ' ' ' ' EXISTtNG MAIH'JLE SECTtON B-8 RAISING EXISTING MANHOLES ~'H!l'i~Oft TOP, '-,--~-'_"-_-.----------~-,-~__, .. ;;=I!"'-JOFlE,_l;XISTING BRICKWORK ! I I \ \ . ' ' . I I l • I I 1 • " • • • • • • : • • • • • I ' ·---t-----J EXISTING MANH0L£ LOWERING EXISTING MANHOLES --- ...... DATt A~D Aaw,JP41fl:~ i~~}Yt-2 a SECTION A·A REDUCED PLAN USE SCALE 8EI.CW l ! L :s tNCMD ON Cllll9ML PUN NOTES for Brick ManholN : I. RAISING A. IN THE EVENT THAT THE IIAMt0LE IS TO 8€ RAISED LESS THAN ONE FOOT ll£ --IIE Ell- TENDED VERTICAU.Y PROYIDED THAT or A~ OF TWO AJ/D ONE HALF F£ET IIE1.0W THE -OF THE. MANHOLE AT rTS NEW ELEIIITION, ll£ - DIAMETER OF THE MANHOLE IS 30 INCH£1 OIi GREATER. 9. IN THE EVENT THAT THE MANHOLE IS TO 11E 1WE1 LESS THAN THREE AJ/D ONE HALF INCHES THE MAM<OLE MAY BE RAISED 9Y APl'LYING Cl.ASS ... MORTAR TO THE 10P OF THE EXISTING IIAICKWOlll IF THE MANHOLE IS TO BE RAISED THREE -ONE HALF INCHES OR MORE A NEW cotMSE OR C0llil:!!IEI CF BRtCKWORK SHALL BE PLACED ON TOP OF THE EXISTNG BRICKWORK. 2. GENERAL A. EXCEPT WHERE OTHERWISE SPECIFIED o:. Ti'tE PLANS, THE COHTRACTOflt MAY ~USE Tl1£ EXISTING MANHOLE FIIWII£ AND COYEft UNLtss EITHER IS DAMAGED ltf THE CONTRACTOfl DURING HJS CONSTRUCTION OPERATIONS N WHfCH EVENT HE SHALL FUMtlSH A NEW STANDARD NON-ROCKING M.H.F.a C. SET. 8. CEMENT PLASTER SHALL NOT 8E APPLIED To THE UPPER ONE FOOT OF THE tNTERIOR SURFACE OF THE BRICKWORK UNTIL. AN INSPECTOR OF THE DEPART- MENT OF PUBUC WORKS HAS INSPECTED FOR PROPE1t BEARING" OF Tt1E FRAME ON TIIE BRICKWORK. 3. LOWERING- A. IN THE EVENT THAT THE MANHOLE IS TO SE LOWERED LESS THAN ONE FOOT THE FRAME MAY BE RESET ON THE EXISTING BRICKWORK PROV!OED THiit.T THE BASE OF THE FffAME DOES NOT OVER- HANG THE BRICKWORK ON THE INSIDE SURFACE OF THE MANHOLE MORE THAN AN AVERAGE OF I• 1/2 INCHES IN ANY ~AORANT NOR MUNE THAN 2 INCHES AT ANY POINT IN WHICH CASE THE 10 INCH MtNIMUM BRICKWORK RECONSTRUCTK>N MAY BE qr.llTTED. j METHODS OF ADJUSTING EXISTING BRICK MANHOLES TO NEW GRADE OR ELEVATION SEWER PLAN SEWER DETAIL ONLY Slit. 3cr-'. i-·~---------------------------------------------------------------------------------L-----------------:,,.-,-4'.".,'."_,,'.",:---------------...I _ J Aa_ju.,f ltH. .. ..I......__ .::.. ~ :.a,,._ • l -~ !Ii q <; :i < J~ ~ ' ,_;-. z ii ' ..-.:; •N ' ~ ' JOINT DETAIL 4'-o• DIA. PROP. GRADE SEE JOINT DETAIL -"ll ••• ADJUSTING EXISTING PRECAST MANHOLE TO GRADE NOTE: 1e •:a: 114 • STEEL PIPE CASING BOTH ENJS SEAL WITH BRICKS AND MORTAR. REDWOOD BLOCKS OR METAL RAILS. IN THE EVENT THAT THE MANHOLE IS TO BE RAISED OR LOWERED, THE .CONTRACTOR MAY ADD OR REMOVE THE 24• DIAMETER RINGS IF THE EXISTING MANHOLE IS WITHIN THE SPECIFIED LIMITS OF !5 • MIN. a 11• .MAX. WHEN COMPLETED. OTHERWISE THE CONTRACTOR SHALL BE REQUIRED TO ADJUST THE 48 • DIAMETER RINGS TO MEET THE FINISH GRADE. L.F. • LS' COMPACTED BACKFILL COMPACTED SANO t 30 S.E. MIN.} COMPACTED GRANULAR MATERIAL TYPICAL PIPE CASING CLAY PIPE BEDDING DETAIL emvcr WORK SECTION B-B RAISING EXISTING MANHOLES INSIJE DIAMETER IS !O INC>£$. SECTION A·A -- L NOTES for Brick Manholes: I. RAISING A. IN THE EVENT THAT TltE 11AMtOLE IS TO BE RAlSED LESS THAN ON£ FOOT TI£ IAICKMMK -IE Elf- TEMlED VERTICAU.Y PA<MDED THAT AT A ~ OF TWO A'1D 0NE HALF FEET IIEUIW THE 1llP OF TH£ MANHOLE AT rTS NEW ELE-TI£ - DIAMETER OF THE MAHHOLE IS 30 tNOl£S OIi GREATER. 8. IN THE EVENT THAT THE MANHOLE IS TO IE fUIIED LESS THAN THREE A'1D 0NE HALF INCHES THE MAlHlLE MAY IE RAISED IIY ..,,,_YING Cl.ASS "II" MORTAR 10 TI£ 1tJP OF TI£ EXISTING BRiCKwo«. IF THE MAN-IOLE IS TO 8E RAISED THREE .IN) QE HALF INCtES OR MORE A NEW COlRSE OR co.J't9EI OF BRICKWORK SHALL BE PLACED ON TOP OF l1£ EXISTNG BRICKWORK. 2. GENERAL A. EXCEPT WHERE ant£RWISE SPE.CIFIE.O 0~ TrtE PLANS, TttE CONTltACTOR MAY MUSE Tiff: • Mvuz4ec~ t/}:/7,9 REDUCED PLAN USE SCALE IIEJ.DW l I I . :S aNC:HES ON OIIIINIIL PUN j •--...----+----...---.,----''°"-<=1.1"-..!0,CF.,.'XISTING l!IRtCKWORK EXISTING MANHOLE FIWIII£ AND C0YEtt UNLESS EITHER IS DAMAGED l!l'r' THE CONTRACTOft DURING Ht$ CONSTRUCTION OPERATIONS N . ' ' ' . • I I • • ! ' • • ! \ • • I I • • I I • EXISTING MANH0L£ WHICH EVENT HE SHAU FUflNlSH A NEW STANDARD NON-ROCKM M.H.F.a C. SET. 8. CEMENT PLASTER SHA.LL NOT 8E APPL1£D To TifE UPPER ONE fvOT OF THE tNTERIOR SURFACE OF THE BRICKWORK UNTIL AN INSPECTOR OF THE DEPART- MENT OF PUBLIC WORKS HAS INSPECTED FOR PROPER BEAR~ OF TliE FRAME ON TIIE BRICKWORK. 3. LOWERING A. IN THE EVENT THAT THE MANHOLE IS TO 1£ LOWERED LESS THAN ONE FOOT THE FRAME MAY BE RESET ON THE EXISTING BRICKWORK PROVrDED THAT THE BASE OF THE FR:AME DOES NOT OVER- HANG THE BRtcKWORK ON THE INSIDE SURFACE OF THE MANHOLE MORE THAN AN AVERAGE OF H/2 INCHES IN ANY OUAORANT NOR Muff£ THAN 2 INCHES AT ANY POINT IN WHICH CASE THE 10 INCH MINIMUM BRICKWORK RECONSTRUCTJON MAY BE (!WITTED. t LOWERING EXISTING MANHOLES METHODS OF ADJUSTING EXISTING BRICK MANHOLES TO NEW GRADE OR ELEVATION SEWER DETAIL ONLY SEWER Rsr: 4·1--68 AdjU8IMH. PLAI✓ \ }tl:. ' , _~ •. --.,: <~~-, -'.'. ~; . ' . . • ill! '._'~ ·.,. _;j, .,,,__~· LOC. -...:..;...._:_ , ~~:75 ~::lJ 4l{,~8:~i'.,-\~i'~~1>-.,1-.... .:1Y: 1 SECuRttr 1~ 1:111:rt,Gf: 12 314' H SO CAL GAS CO 47' S \, ' I-5" PVC COND APPROX. L.OC UIT TELEPROMPTER OF NPT B 2◄"M L CITYOFNPT 8 (WTRJ2i'NS ,\\: .• _~ ~\ \y ~\, -I !Q--o ,~,_( .:r !; 1 .. ;~ ' \.q_~•' .... "'-•... ( ; • '1 : C -I t: • \ ✓----, ' 0 ~-j n •. ,../f ./ 07 , -. - ot.__wc-. - -••• 0 t:: - REDUCED PLAN USE SCAU BELOW I 2 l . I S INCHES ON ORt61NAL Pl.AN J UTILITY PLAN SHEET I OF 2 1 I '· #:0",, .,,,..., ;. ~ ~ .... --'J,· t ' -~_..,_..-- ,rt·-··; ,,----7 le.; f ,._.l?R' D P.~ REDUCED PLAN USE SCALE BEi.Ow ot:: I • 3 r-~.--..--c,,____-i....: 3 INCHES 0fl ~ Pl.AH --1 ¥2 OU PtoaT,CO. APPRO~ -LOC ;rlSOLATED•t ◄-13-71 -' ,- /.:,r----~_-.:_ -'( -~•2 .. 'r-\ -· ',. .. ' __ ' / le -' j_~\,--1,~---:;i~,i/'----~~ ~-, \;' ,. .. 0,11-• /-~!_€_ ' ---4 ~ -"t 1~5~ . ' '-f -Cb· :A'-· D- 6_5" • . .. oP-- --- ---• C\"l''f /f _ _... " I t., .. .,.1... !.,/ •• c,.1..G""..-. .. 50, -z.,.,., -1 1_ ~~P.V.C. COHOUIT TELEPROIIPT£R OF NPT, B. APPROX. LOC. 24 •M.L. CITY OF NPT. 8. (WTR. l zi' NS ·- , ' f -.. I ' , .-i, ;. // I ' I , I , I Z <'' 1 ' ' f it I I:: I ' • I '' ' . .,. ; ' ' 01 OIIA --- Mreen?e;.. 2d /,979 ' \ ~ 9 < ,.-, I ' "I I ' I I UTfLITY PLAN "SHEET 2 OF 2 .: I --~ -~'~- ' \ \\\ I I 16.0 """"'- HO IHtltl \ ' 3 ::l ~ ~'i,'l«T • l0IK"I' ' "" OEtW,1-""'· · ....... 0 .1~ --& ~. -'09'tM. ,;,,,.,:. '-----------+--L ---;1 I .... ' /, co~c. """"-'-""1' -.c,e..., 'j-_/ ~A I I FCl'I: V/t,\JL,: t PV..E I l <;,cl!, BR\IX,,c Pl.AN<;. j.5:'§;;C\ \ ON l, 1----1 I I I I I I t,, • ,~· 20· ++" R• l"e+G-!,O' "T -!19'!' \<,' \...• 1'60.9•' SONO 0 t:: NO 'SCA.\..E. REDUCED PLAN USE SCALE BEi.OW I * 3 INCMDI ON 0RIGOUL Pl.AM j NCl'P : Fe,r k>ctrfiolf oT ~c-r•5 M#1tlu,I•• ,:ud op,n,nga ;,, ,s6,e, sl-rucfu- .s-Alorfh ,4,-,.,, A/4Wp4r:I .Bly Bridge p/17ns L.. --7 tl/U I ,(.7 /Ji DAll Al 10 .., llel:r74 ;11,.aezbc M t9Z:9 ---.. .,.,.. .. -•~O>l. :fi;~~/· .. :· .:.-:·?;i:: I 'Iii NOT., "1\,\V.,'01,-\0W -'TO •• •N ·-N~l.-"T\.4.ICIIJt,~..-,_ "T\OW NO'tl!:. I. P\..""C.I!: '?\'Pe, <;;!J-OC2T's 01'1 MA.ll\t•\\JW.. 2.O' 'i.'P/1,.C.u,1.a,.. Z-00 MO, V..l.C.~ C.,U'?'PO~<; Wl~\l,i '!>' Cff: 'e1l\0~ O',A'?\49.CO."""'-0,t 1'>1.-.10\N."'l''i, NOJ:1=: i=C),;a.. ~R01=1Ll:1!o Of" .... ,A..~~ MA.IN <;i.'SE,: \...\\,,!,~ Nia\ -~~l;liiaT 4 \..\\Je: W'l:'l. -SME'EI '!, VT 40 iU.. ~ ~--··-WATER MA ' IU.110 • ...LZ.t!li:&:.. ,, IN ... 1-;;;;+-:;+-~===----"-:=~~~~="'·=1~-7:.,• :==1---------.-------J ~ MT[ Irr Dl1Cllll'TIOII ! ,1.WD l:WtlGNEO IIIIAWII OTY OF NEWPOlrT IEAOI REVISIONS PUil.iC WORKS DIPi\lm&f:NT SMHT2 OF 8 ~ II ,, : '· i ·-'- '/··· ¼ ✓.,•:::/-• ;;,uo3"'~ .... :. ,.-:./f >/ ·___. . .' ,,,eoflf l \ REDUCED PLAN USE SCALE S£l.ow I f \ , \_\ \ti\ tlll.TE at / _ .... ,: ,· ' . ' ' , I ., ' ✓ I ' ' / i ?·/_, I I: , . , ' , , ' , ,- / , , , ' -'"!:•, ;. ' ' ' •s9~_-z:::·r,.,, :-- 5,g, 5,.,. 7.? :"'Cf :Ex: l ,· ~ . REVISIONS ---\J 7 lll(A I Mn.t.l'flC 4la«r½ -I ··-------: .. - ..tJ onie1110 =~ PUSLIC ...a IDAtrTNINT _.., ' - -~IU-i------+------+-----,-i :a ; Ii • ,1 ~ ,, -,, ,, ~ iii ' "• ~i 1"1: I· ~ ~. 1 I;~ ·~ ~~ 4 .. Ci, .. a \(') II l'I. I'!, DATf. IT DtSCIIIPl'lDlo REVISIONS I I I ' l !J ii ;1~ !,~ ,1~ ;;1~ ~l' ~1·~ I , l I \4 .&'1221-t -I c-t -l ,:;::-I :-.1 - 7 I 61U I f I /~o / //1.5 I <f;9lt.li , ""1#-.£.. //, ~-- HO /4# 14 · · .. n....,,,. 1/1,((empec W t,97.9 REDUCED PLAN USE SCALE BELOW ~ S N:1tES ON~ PU1i1 J ~ ,,.. I >- ~ .,:._ -:! • <( :z 85 :~ ~ \Ci, Jl'l,llfll.lC WDIU(t DI~ IU.liO....t..i.a,,a(__ DATE L.._-, .-WATER MAIN ~P-D. OU.llil(to j OIU,•N nliCK(O j DATE CITY OF NEWJIORT IIEACII I w-S143-s PUBL1c wow11:s lm"AR'Tfil£Nl I s>EET 1-OF e I _____________________ .... _______________________ .... _______________________ _.. ________________________ ..._. __ -,P~-~;r-;-::_f_i~t-1--_-_;-::_~;::_-,it---:_-_,,~_,-:.,,:::=,,-=-~;~:::+-1r1-t-1i1·;.-\l 7 Pl/'A I / I /$.ti //8.5 i 50 I/Ji " \ I 0------t----+----t--------~ . ~ --1 • ~ ~ ' • • ' i ' ' ~ 0 1 I 4 i • ' ' ~ • i • • ~ ' l ' • -~ C. "I 10 II ,H ,p_ .,.,. .. f!'." J a· t • • • ~~ N • ~f ~ • , ' • ....o..,..., ~ C, {~~ C-:3: k-'~-r. I ll ~ I ~o,,,,.-- '10 '10 , ~« ?~TllfOCIVaB,?~ HO /It~,,,, .... n ._,,. /4Yem/2er .?tl /97..9 REDUCED PLAN USE SCALE BELOW t= \ ~ :::.1 '5 90t!S ON (IRMJIHAL PLAN /#IIWOV'fP d.a.tU.. -.1,-101~ IU!, NO.~ -L.."J_.,., orsi;,,r,:, 1- (lll'CUD J"ft 0.l'T! 9Y REVISIONS ;-- WATER MAIN "' t---------~-----1 ~ OTY OF NEWPOIT 1EACH I w-5143-0 PUBLIC wons DrPARTMEKT I ,,,u,-s o,a 8 I ---------~---------~--------------------~------·-------------- 01:-,-Alb •'2·A,• '-'W~ W!!'l.-W=:§T :§\OS: S9WWC:GI\QN c-e,TAI'-''l•A" LIIJ'E, W'i!I ·Wc'5.T -..10& COWNl:-CTIOW I .. ,.J [ PIPE- ,,. I 0 0 0 0 0 I ,).{ .. ½.-0 0 0 Dl.l.,.., n~-0 0 0 0 0 0 zo-,1/W,·01 ... _,.,., .. ,"' &01-"1'~- SJs;E-L FLP..NGE A --+~------ A _,,.,...,._~_ 'l.a+ "tC. . .,0 I DE-,-AIL "'2.•lb" 1-IWI:-W•'l.-cA'!!o"T 'l!,\Da CON'M'l:C'f\ON l a~:x1J"X8" 71!6 P&,TA\\.. "I •l!!o• E::A':.T ~\DI:-COIJNcCTIOW /l -7 OIU f .. ,.__, 4/4vmz6,v-<4 l'.979 REDUCED PLAN USE SCAl.E BEl.OW I. * =f llNCHEBON~fll.M O,I.TI! IY REVISIONS WATER MAIN OTY OF NEWPOIIT IIUCH W· ., .... 5 Pl.ISL.IC WOltQ DU'ARl'Mf:tff S!llET ¥ OF 8 ... -D-IIINQ~ GlliGla7' ---~----NOITM """1HD IN FIELD 7 11,fA I 11.0 18.5 IJZ Cl~NT M0#1'M '· ,:· ,·_._-. : ~-.F ~/: t:~ '!!MJI¥~ CEMEAIT "110RTA• PLACED IN FIELD CEMENT MoteTU LNM1 l'.;t•/N. OD ROPE 0. NOSE MCWTAJt COATW(!, ~ cl:'.: z..;..'i'e ~O.tNQIW NO. /j,j,7~ IN t:lfi1LD [!,,r PIPE JOINT DETAIL OUTSIDE Bl?IDGE 24-" PIPE JOINT DETAIL ON BRIDGE I . ' NO SCALE 2-ADAPTDie R.G.XCOPl"EP ,,,,. b ~R.f.. ~ VAL~. Cli'lo~ #0 429 • • AIR VACUUM VALVE ASSE"MSLY SECTION A-A (,\ ----t,1=0:-cs:-c::-..,:-,:-,,=---~----,~ -4£#'-:>f!!f Tl-l~C/ST At.OCK ~6,!ITD.li"✓O-l.J ' ' 'I ... .. ,TY Of' NEWPORT BEACH Dl'l.1.WN~ tlATI 7 -,-7-3 CITY OF NEWPORT BEACH _.,./P-#-;t/1$ WF·51'P•5IO•L IJ SN·t. M•wN.;!li/d_ en~ j-1· 7.:1 ~PU=BU=C_W=Oll~K~S,__,D~E~P~A~RTM==•~NT'-----1-->,-:-f 0· 9 Q • ~VE. B(}X COVER : ~PU8LIC ~'t.c:i~~ 1--~-'·~"~·~L~Jc,_,w~o~•~'~'""DE~•~•~RTc-"M~E~N~T=~--1 --·f~ :,,,~ TAPPIUG SLEEVE AJ.10 GATE V..dLV.i J:"0/i! CASI /KOU OR MSE.STOS CEMEUT PIPE AA/D .Q/&61:1 Oll.1...,NO--ko sro.-S/1-L [HtAWIIOt TW!JWNI!; ro --r _,n., ,,,_ov40 ii1f.Jd:rrfr7£~ 0,/l,dMJ,<fL. ,&V.U.,•T-. \ Wl/'OVGJJT 90" 6'l.BOW /P,/JP,E TYP.J/!,tt; -...DP"FK 7t.4!IA,o;; ,::,,,;> 80-'D CAAi l!J' Ml#OE-··· w,rp ,,,_wo .&VAfC .5;\,Dd'J.' ~ COUPt_lMG IF ov,1u, ,.....,,,,,,.... ELBOW ~ c,::u,r,111t s,..,,._ A. C. WATER MA/JJ··•·•······· 0~ Blil::WZe" S'Sl!WCE CL..IM'P WIT/i C.S ~At> .. - ...l;/J.,/eS ~ J-sns -WUEL--"Ji' H ·/ttiOOO ~H,._-1~1 ► 1.-..i:'.il I MET£~ 80XE5 6U6✓E&T n:, ~AF,:-1c ,LL:),4,0,,,',tS, w,c.~ .<.i!E~,,e C, TNAJ=,1:'/C C,::>Y'l,"1!5 ;? ,.,~T Co,<"PE,i;> HTT✓--?~6 6,,,,4..,;. 8.E 5/L.V£R BA'JIZEO ,1!J J7t4' r- REDUCED PLAN USE SCALE BELOW .3 ~,@},m..":ti,~~~~"'tffrgr~~Z,Ef;'Lf¼:~,.Jff~:t0slfW~%~ Z-O' t ~ t1 ,u,..14cENT 5ERW&E6 Mvsr BE ,a•v,::., ~.eE.JTEte ~ENTE,e n;, CENTTR 3 INCHES ON 0RIIIINAL PUN !1 A:W sno $£~ TAP n:, Ll~O .4'W COAT£,!) .-...er $£,£ 6'n::>. -.d0.:11•L CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C. /. CONC#ETF Alllrl./Cl,P ~l.OC.I: STEEL ANCJ./0/M FITTING ., . l.FNGTJ./ Z.O' 2.5' .... 4.o· C./. l"'IT"TING JNCU~ IVl::>T GM4£.0DEO /N CONCP£T£ J~l. i!!lli Ca,,trGO t'VIT/.,' H'OT TAP c,.,,;;, ,n::;u . .o,,L ·a. ·c IV/07"/.I DFPTI./ SIZE OV-tNT. l.FNl!1Tff 2.0· 2.s· }>,; 2 9.5' 2.5' 2:-5' J>• z 9.o· 3.0' ~·· kl 2 l/.5' 40' J.0' ;,,, ? 12.0' W,li/:R MAIN JTl:El. ANCNO.RS . \.:--'=~-04" ~-----v BGNO ANC,t./0,/2 GATF VAt.V~OJ~D-§,,,,,_L.} ,-::i'..--7i?•••,,'4 • .=,,ijk-:~b AV C.:MorN7ll' J,iMU 46 a,,.r#o ,wr;vJ.tr:Jrrn ae ~uu. '111.t: ,~.t.'l:Zt' .!!Lack &J:A:!!f,~ 5<:i,D-e-a~~ FIR.E HYDRANT AASEM&LY ,,. - -f---.............. -,:-,., __ -- .. • -~-!11•1.,, _ .... _,.a __ _ __ ___,_ •~-----• __ _,,, ___ __ • -,e ;,::;,,-.,,. -~.#»a,, 11:> IX_,_-• ~~ ~-lhJT-L RII ,wya,..,AIT 6.l,l,1U.~ ~ ~ JONE6 J--S700' .4LL 41.QJ# ~J'~D WJ'1'N Al. S. TNRE.110$ e' J'-4" OUTLET"~ To CURa~ 4' .1-z,,,.. orn-~ET ,..:l,,f.,e,,u ... L.J:,1. 1D cu,ea ,r,;,dCI. ~.,,,f:wa&r~:~..dz~~· t6Mtl.1....1.. M;/V,.-.1¥.r• CITY OF NEWPORT BEACH PUIUC WORKS DEPARTMENT J MU COMPACTeD 8ACKF/t.t .. PIPE 8EOOING MINS.E.:JO CONPAcrEo ro!J5Y, .. :_· _·_ :, : ~-":": -_ • . . • .. . . ' • .•. -.. -. ..3:: 7RENCI-I BACKFILL &. PIPE BEDDING DETAIL NO SCALE -& :"~~-~ DIA. ~-·r:1-~~ .... ~~~~f~nt WET 84//i'lii'~L FIRE ·,',,/YDl?4Nr. /N6TA~LAT/ON ----.sccr✓ON E'L,E'V,47/06( NAINL/NG G4TE VALVE .ANCHO~ ~"=.sFo.• ->':-·~ 4J_@u. CITY OF NEWPORT BEACH r.~::•:::~'::•;:'w='-'"::'"'"-'-"=.,=-'-"-=7="=+-+-+--------+--1 ~'",;,~~ WATER MAIN PUBLIC WORKS DEPARTMENT ~ r...,-... ANt:~OJe 4LOClk: ~er.A/LS l-;:;;+-::-+-----===-:..-----..l-:::::"ih..,.;;;:~~••~-==;~::a:===1-----_:_.:'.::.'.....'.::.'..:~_.'..";.::.'..'..:".. __ ~ F'OR CWTE 81 Dli:SOIIPTIOli • .ol'Pll ., GATa YA.t.YeJ cl Y~.C:. 8E'Nof REVISIONS Clll'CKED CITY OF NEWPORT BEACH PUii.iC WORKS DEPllRTMl!HT W-S/43-S SNffi' 7 CF 8 I I !J:J" SEWElt ·-'- 10 FORCE MAIN ~ -. { "= -----JL (). B I\ n-n,~: 12• ~-C.P. It .-r--- "" Or;' I I I Ar II o- • t:l ·"" ~ s· lo !'D A.C.P ' Ii V ll~o , .. I ~ ~ 12 I 2 I V ~" ~~ 0 0 I SCALE• 2 PLAN ,c, zo• EASE/llliNT ,.., rrrff!fT.8" tt.C.P. ... T T6• • WrTH ii 0 "'~ ~ ~I~ .... I ~ - - ~ • 2o· VTILITIES e PlllVATE A.C. PAVIN6 EASEM61r/T Al.LEY SECTION 17:..-o· SCALE: r ... +• CVRBLINE DETAIL ·3· $CAt.E /"=4-' FENCE hBAC~ OF WALK CAP 16ND f TNIIVSTO:,,LJ.w _.,_,, "'" .. """"""" REVISIONS R,i~UCED PLAN SCALE 8£LOW I 2 I INCHES°" I J ORIOlfW.PUH DETAIL SCA.LE 1•-1• a,,JQ/lltJN I/HI WATER CITY OF teW 'UIUC 'IIOll(S PORT IEACH ..........,. MAIN "" , \ " \ • r \ \. \,,....' , , ~ I ·-,.\ · \ "°'. ltl., \\ ~EXIST.BRIDGE' .\ ~ TO BE REMOVEQ_ ~\ \ •• \ ... ,._ ' ... •. ·:~:-~_-._·:;.~:.,,' -------~;;~:~--~ -·---· ---=---o, MAI.T CONCRf'T _·_·:; . • ''-', ~ • ~ '~:.c..~-~~-"'-~;:_:::::_ _::,,- ": LEGEND . cuRe,w""'+ ! -07 D.lll AlflOI D f l \. - --NO {4f7tf REDUCED PLAN US£ SCALE BELOW I ' :!I INOtD ON 0IIIIIML PUN J .. SHEET I OF 2 ' ":~'"".:.~~ r>,:/-•--/ ~ ---; (6 i, /, I• •'' I' ,. ' EXISTING BARRIER TO REMAIN TO BE REMOVED " --·•' ' t: EXISTING 8RIDGE\ ii' • . "~'" <J i. .. ~ REDUCED PLAN USE SCAl.E BELOW f . ¥ 3 INCHES o,, ~ PLAN :.:1 D 6C --~~~{) -~~-~ £0NCRET.£ .ll§fil!Q. --~ ____,;;,..../ "· CUFre", WALL • { -:~;{:~~-~:o;vew~vs • till' PAVE~N~~wi'rH ;.c. RESURFACING} ISSS1 PAVEMENT L:•,,:::·:1 COLD PLANE ..., 0 :0 I ' ' , ; ' / ~~ , • r • ~ I , I i , : , , , I 2 z, J ,, " '0 ' . '' , ' ' ' ' ' ' ) I Z_.lt~ ~-~8 !J w~q_~. 2 ____ 1 -'!J,~~¥2 5,-C ).,-"wy ' ' ' ' ' ·t, fi ,, S--- ·; ·-/:59>'/.f~'?t} ----- t\. -~-59, 57 ?.? _Perri; ET. -'-'-----------1 ' -' '' ' " J'__, ;-_./ ~IV t-Y ~-/ -~ ,,--:- /,;.,.....,,,·, /,---;,_ ; ~\ J _·-;_. , , Or- --., ORA PIOJECl<tdif r, ' ' \ \ \ . -.~~f~~-~cJ"'---. \ , ~-·' ~\ 1 NO t4l.H REMOVAL PLAN SHEET 2 OF 2 ll! -~ iS '" " ,:'ll • ''=i_ 7 ~ _....._,. ~ . ; ,...'.» ~ \ REDUCED PLAN .• USE SCALE BELOW 0 S~A<'.c / .,,, \, t::: I 2 3 I. I 7 ~ 1NCH£S ON ORIGINAL PLAN --I LEGEND FOR PVMT. MARKERS A • Alt4atl S• 5i~110/ -• Sfripe f Mqrker ___..r Arrow 1 e,,t,t I /$ Q I 8, ?~ /# £. /)4dff.ref-c// l'IIOJEC1 ~ IEG15TElEO CIVIi. ENGINED. NO JI~<,> I """ --M,~,-2q 1,979 STRIPE REMOVAL PLAN ( of' 3 11 \ ·~-----------,-----------r------------,-----------,----------~ j 1 - I ! I i ! I I I ti ,_ ' --__ . .,,.. ~·' ...... ::.:.a-- ~ .... .i;- REDUCED PLAN ? USE I SCAlE ~W I-ll ~ ON ~ PUN J -~n.....,,,. Mf, NO•--'L~L / v«m0ec ?a !.97.3 STRIPE g REMOVAL PLAN 2 ~3 ! r l \ <x s,·c·:.· '"~-\ 7 ' ·I REDUCED PLAN USE SCALE BEL.ow O I * 3 l:: '~ '" -...... :::/ REMOVAL PLAN STRIPE .3 o/' 3 I - Corve 0(1/(I " ~ ' T L • ggg· !71 5!;,'5,(."~ 1~7 41· 3i2 i4' b /602' ,,,,--;ii·-,,~-->~i t'i -31!!3' C /f!t}O' jjg,.,,,.g•,1/'· 494 7!J ' #J4. l6' li!i(J .-t-----y,,--~_,_._, 11" 20.1 ~ ------. ti 3!!!.1 5}_. , ~6;· 17•5,r4Jw, :2106 I 24() 2!/ 1Y/-vAL'-.l'cu --c --REsry/Ew ------ r 4 • 0 J 14R ~ 16 oz ect 8 curb I rype At· • 30 7 0.fA f .f(. 7&_,, aEGl!iffll5'CM.8™ NO /fr,7,£ MRAMIO~~,~i¾=~~~e~"'=6ue~c._.a.~,.....t-2"-"Z~9- l REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL Pl.AN .'v'O,""£S 3 --1 For conslrvc//(Jn r/ela1i's on !Jor1r Or ::rn(/ P110/ic Coasl ,t/wy see S.Jre.ef P'd, 2 For com.p/~le r,•5/;;1 ol woy t711tl 17ccur1;/4 .?CCES'S t1rtl . .1a. s~e J?/ffhl of Wny t9ecora ,Waps t1/ /J1sfnc/ Olltce - () ,) ,~',, \,/ .o/ ~~o/ ------• - : :: j - I 1 ' I I Curve Data 1 " ~.',i' ''·"t' '' ' of' ,. ____________ _ :::, ~,S/f' ---~ ..... ,,,r.-7 -•-~~ -,t-- 1 "i-/£J,-,i;: -. ,,-.o;,;,.,, ;,-C. ~---. /~~-~:~~-!~~~ ,t\l e Wf'Orf --------------' I l Nole, -7 REDUCED PLAN USE SCALE BELOW ..... -tJRA I _dzL ..,,.,.....,. I ~ 3 INOIES Ott CR1G11W. PUN J .VOTES --·-/$.0 /8.S 6.{ ~ ijiif'OYI.NlNll NO l.l.& Z" I. For conslrvcltotJ d~/01/s on BPyside Or ,m,:7 P1c1f/c CNS/ l-lw_y s1e Slnul P/4111 2. For compl,!1 n_fhl o/ w1_y unP 11ccL/n1/, .recess fif11/a, s~e R15//I ()/ WAy !?~cool Maps 1/ £J1s/nc/ 0//;ce All cross-w11lks, slop J,11rs, ""ti p11v1m~11/ m1rk1'1~ sl,1/I iM JltermDf'l,sh'c STRIPING PLAN I ~----------'-------------'-----------..1...------------.1.---r:-:-,--,--......... -=,,._---'--.:--- CENTERLINES -·1 48' I 911z' I 7' I 17' I 7' I 81/2' m t i ~ m -DETAIL lA ..... ,· 81/2 24' I 24' I 7' I 81/z' 7• ISi 1111 -DETAIL lB 48' -I 8' I 8' I 8' I 8' I 16' I €i@ @ '4'' i!I @ @ @ @ -+ DETAIL lC r ---24' ---+----24' --~ -8' I 16' 000 00® OG® -1 4'1 DETAIL lD r------48' ------1 -18' I 12· I 18' t ' -DETAIL 2A -1 ® @ ® @ -1•·1 12' l 18' is· 1B' I 12' I @) © @) @) DETAIL 2B I~-----4B' --------+ +-1t I w ~· I 0000 0000 -+ 14'1 DETAIL 2C • i 1B' Ill! -12' -DETAIL 6A -1 12' I 0 0 0 0 -I 4' I DETAIL 6B -1 12' () () () () -I •· I DETAIL 6C DETAIL 7A -I 8' I 8' 0 0 0 -1 4'1 DETAIL 7B -1 a· () () () -I 4' DETAIL 7C LANELINES 48' 18' 18' 12' I] I 48' 18' 18' I 12' I I] 0 0 0 0 48' i 36' I 12' () () () r-----,-------<1818' ----;------,---------.,1 11 w b b b ~ b ~ ~ w 11 48' I 16' I t I 16' I 8' () () () () () 48' 48' 48' l ll!=rn=.rn=rn W/Detoil 6A W/Detail 68 18' 18' REDUCED PLAN USE SCALE BELOW 7 OKA I /8.0 /8.~ 6 I /J t:: I 2 3 I . I 3 1NCHD Otll OR1G11W. PLAN -=.1 IIIIOJEcf--. ~ ..... ""~ ~ I I I] .. ,. '" t'lovem/,ec 2,:Z /9 7.9 NO PASSING ZONES 24• I I 7' I a½' II 24' -----! 7' 111111!111!111! 1!11£3" -~ a•~· II II -.............. ________ ....... . ■r ~ DETAIL 3A On•Way Barrier +-I 24' l 24' a· I 4' I 4' I a' ISII30 m @ @ @) 0 0 @ II @ @ @) @) @ II '4'' 0 0 0 ar -DETAIL3B One-Way Barrier _, 4' I 4' I 24' 24' 16' ©0C!l> 12210 e @ '2> G © ® ®0000 GO 0 0 -DETAIL 3C One-Way Barrier ~ ---24'==-+----24' -----I • Ir3" rn1 f!i MS.♦ -+DETAIL 4A Two-Way Barrier +-14' 14' I 24' l 24• 1111 (;lj 0 0 0 @) 0 0 0 0 0 1!11!3• £!II ®· (;lj @ @ 0 Ill 0 0 0 0 0 11111 -DETAIL4B Two-Way Barrier -14• 1 •· 14' I 0 0 0 0 00000 0 0 0 0 0®0@ 00000 0 0 0 0 ... DETAIL 4C T-way Barrier CHANNELIZATION +-1----24' ~ 24' ~~• I] Ca" White Stripe E tr-------L.--=--.:=.:..::::.:c.:....___}r DETAIL 5 PAVEMENT MARKERS TYPICAL DETAILS 4(/;,{#----- Details Approved, Chief, Office of Traffic f;119i11euiflg Sheet 1 of 3 ., -r----------------..J..-----------------~--------------------------------------,-_-j __ -.,-,-_-... ,-..,,.:::"'-=----,, ... .,..,,.....,,_,.. 1 i I MEDIAN EDGELINES -I 48' I 3•l££lf.•,. •.· >·:?·Z?· ·.·.--·.·:•*··· _.;. -· · ·.-.;;-;,:.-.;-;.•.--::>:-~!-:-·> ·PffAtarz.l DETAIL 9 -:. I .J..E 48' I I ll -DETAIL 10 DETAIL 9A TWO-WAY LEFT TURN LANES - DETAIL 12 24• I 24• I 24• I 24• I -·-·< -?41t?Z.-:/ZX2·:'J·:U·-<-·--:. -·. · -·.•.·::£1f.•:-..;-·-· -·. • ··-tJ ~ ~ 12' 18' 12' 96' INTERSECTION TREATMENTS I II / 100' MINIMUM I Is½. I a,,, I ,. la',, l:!li&'l.l l<l llil2!I !I 11::'Zl 0 c:'.:!il\M?V··•--·.· -:-·-· .:-,.-,. I 24• I 24' • · · -·.·tW· · · ·• ~-·:.}❖&\h:I I 24• I DETAIL 15 100' MINIMUM -__,A<----"°" I 14'14'1 24' I I GOOOOOEOOOOOllOOOOOll ~ 000 E 000 ~ 000 E I 2•· I 8' 14•1•·1 8' I ..,. I I I 16' 14•\4•1 24• ,.A 100' MINIMUM 100' MINIMUM ;,'------ 14'1 I ... . ... ------ -------------------1.·1 DETAIL 15B I ----------------------••• •eo • I 24' 14'14'1 16' I I - DETAIL 13 INTERSECTION TREATMENTS --+ DETAIL16 -+ DETAIL16A -~! ---,''--~30=0~' =MA=X=IM=U=M _ ___, 1 -------------------1.·1 -+ DETAIL 16B 300' MAXIMUM . I ' I ------------------· 14'1 I T 18.f.4 I / I /$.O/ l,f.7 I ~ZIH2 - I ~s~ c/ ~c---- NC)_ //,(, 7-f ..,. -~=;,er & t.97.9 REDUCED PLAN USE SCALE BELOW f:: I . ~ 3 ; IIDIES ON ORIGIIC4L Pl.Mil :../ LANE DROP MARKINGS AT EXIT r 30' • I 3' •• •• 3' 12' 3' •• •• 3' •·ill ll □ □ (j □ -DETAIL 14 PAVEMENT MARKERS TYPICAL DETAILS D,,0;1, ........ , • ~£ a& Chi•f, Office of Traffic. h9i"••ri119 Dot• ..... ' ........... 79 t\,t Sheet 2 of 3 ~ I .. - - co RTE " ' _.,. ., I ., DETAIL 188 Type A Type AY Type C Type D LEGEND: 0 Non-Reflective White Morker Type DC Type G G Z·Woy Yellow Reflective Morker I] One·Woy Clear Reflective Marker 9 Non-Reflective Yellow Marker (D Red-Clear Reflective Marker II 2-Woy Yellow Reflective Marker Type GC () Type H II One·Way Clear Reflective Marker One·Way Yellow Reflective Marker NOTE-Reflective markers 1hown on painted 1tripe be placed 2" off traffic 1id• of 1tripe. may White Stripe '~--~' Yellow Stripe -Direction of Travel '\. INSTM LATION A"'11 QUANTITY SUMMARY \. STATIONS OR PO!:iT"Mt LES DETAIL I--,,✓;,· _,,,,=NO;,,Nc:-_-;;-RE"'F"'L"'E'-c"'T.,-;1 v.,,E~-.-"--..!l.,_--"Pc!Ae,Vc,E,.,M,eEecN,,_T!...!Me,A:,cR,.,_K"'E"-'R"--'Q"-"U Rei-\i--1~",~!,I i!;~:'.~'¥.Tv';;E,-'c'.'<-,-----_-:;;_.,,~:::._ __ -1 Fron, To ~ ~ TYP'E A TYP'E AV TOTAL ' TYPE C TYP'E D TYPE DC yypA. G ._ ·-_.,. / _.,. / ' ' ...... ..... ' 1, / ' -.,. _.,. / / / TYP TYPE H TOTAL ....... ,,. Tlllow Rtd 8 C110• 'l'll!O• Ytllo• c1,o~ Yttlo• \ - ' ' ' ' '- ' ' '~ _.,. ' ' ' _.,. \ -' \ \ -I\ \ --+---t--'\--+----+------l I-----~---\ +,-~--'f~==----+-----l---+--'\y--1----' -' \ I \ \ -\ -\ .,,. ' _.,. \ \ ' \ ' ' \ \ \· \ ' ' ' - TOTAL N~·PIEfP'CECTIVE \. TOTAL REFLe(:TIVE "\ __________ ...:....::...:...__.::.....:.:..:..:~ . .=-=...:......--=-1-----'-"',,c--_---------''r-,------------''-----' I I .. I c-I -I .::~ I ~ I - 7 I Q,U I I I /R.Q//P.S f 6.3 lt.3i , .. o:»mi,i atOISf'-O '""' ._ MARKER. DETAILS ""° (if 74 __ --1rO u· -o. so• c==:s-1. ... _,_ A1?vemkc 21 ;97,9 CT__J 'o • TYPE C a TY,O[ D in· .A.,..~ ro25· roM· REDUCED PLAN USE SCALE BELOW 0 I 2 3 ~ I. I 7 -✓.• LQQ6• f ~fil TYPE G 8 TYPE M TYPE GC CERAMIC MARKER o a,:. I 012" _.Si o, 038" ... ! j ltfH(CTIVI Su••f.Ct czzm I---:S INCHES ON 0Rl8IMA1. PUN ---l PAVEMENT MARKERS TYPICAL DETAILS Oetoil1 Appro ... ed, ~ Chi•I. Office of Troffit Engineering REVISED 5-25-79 Sheet 3 of 3 At.,....,~..,,. .¥A.STER."- - -I Q) HIIGNII) ")' STA . .J0/-1-SO For dt /01/s ste OH Sifn Brio'f t Phn. t (t: "' > 0 C IUS(S. R. 3JLT ,U&f.J} tll KU(S)H JS (iT) ,,-7. ~~-" (ftrl• ftAB ~7JA No.o, Catie Post .,~,. "II" "£" '£" iu,1r1, !U!HIJf/. Spon Con// .. Sin11.1 JiZe. i• 1ft. i, If. t.t. /eyer I RIO{IU. 4"JtG"' 8'-1" 4'-G' /.Jf..lfR !I R/8 4"xG" 1'-0" 4'-G" 14'-G' 17 Ri!G/J) 4"'x4'' 1'-0" .3'-G" 11'-G' 8 ~••riJ• 4"z4" 7'-0" .J'-G" lf'G' 7 '"(J)t 4'Sr4' 1'-0" J'-G" lt'-6' G SRJSU Moun/ On Sinnol Sid I R-41 4"xG"' 71-0•1 I 3'-G" I t.3'-0" 4 ""(/u, .Moun/ On Sfqnal Sid. 4 ,1•(U. Moun/ On Siona/ Sid. I RGt(/140 4n..G• 7'-0" 7!0"I 4'-G"l4'-C" t5!.J" 15'·.J• i!, RGf-18 4":.G'" 7'-0" 71-0nf 4'-siil-41-G" t.5"3" 15!,j• I R7.JA Mount On Masi Arm. i!, RUU Moun/ On Siqnal Sid I 11'!1 4'XG" 7'-0" 4'-6U tG'ff 5 11'4I 4"Jr6'' 7'-0" 4'-G" IG'ff' I 11'75 4"rG• 7'-0" 4'-G" 14'-tr I ~ +"x4" I~ '"•" 10'-s" TOTAL NOT£:-The e..t'ocl /enq/11 of po.sf .shall be Yer.I/led in //le liekl. * Ste Sfnp1n5 Plan tor !oc17f1on . M9(HT}/,(l.7. Ri!B ~-_.:--.....:'7r,-.,::::,:><!:,j<li'6~!:jW1....__ Rt6 sRJS S({.?_N I R/O(Rl K,26(.f)__.-H, Rt8;4S(R1Jt(l.7. Ol'EHHLA£J JI/SN Qt/ANT/T/L.S .STAT/ON .s,a!f.t .sr:%£r'lf,f.sl C .t9_~ ~~1 FURNISH I JNSTAU. 2.6' 30/-f5O 7700 * I 7700 * .. F.nal I Pa 'UCl/71 i' FOR REDUCED Pl.ANS 0 2 O~IGINAL SCALE IS IN INCHES 3 ~fg{ m'J"J I ., 17 8 7 G I 4 4 2 4 I 2. I 5 I I 51 17 ---07 ORA ,(<. ,.a,,.._e --6/Z NOJfCT tHGINUll ltfGISrERED ~----- NO 113d DATE AHIOi /flnvemAer z1 1979 REDUCED PLAN USE SCALE eaow I ~ 31NQt~ ON (IRtllNAL PL.AN "' ' .----------========------I ~ SIGN LOCATION, FORMATS QUANTITY PACIFIC COAST HIGHWAY - DOVER DRIVE TO BAYSHORE DRIVE Shf. I oF2 I l Posf I 1..Mosl Arm I I I Bof of Base Pia le El 11. 59 I I 1/4'' Cover R- I It Yz. D,ophrocrns I I POST TO I Pipe Wall I fl Yz" D1ophra9m ELEVATION 4"1/ !-lole s ------- r -1 -------- t Masi Arm ~Hondh'o-la----@-F,,k,' spha Full , ,.__ __ -< penelral1or, MAST ARM CONNECTION DETAILS 4' iJ Hole i. Masi Arn> SECTION A-A t. Posf Cond,111 see 'E!eclnca/ Pion" WT 4 x ZO 11/£ Mounl1nQ Brock.r: I .:::::s ... :?>,Ya~ 3,11, ~ 'ill.c:_ I MOUNTING Com6ttr i.1n4 (no load) Comber mas/ arm llpworcl as shown. 1.. Span Comber D,aqro,,.,., S1/mmt1lncal oO()(.JI l Span CAMBER DIAGRAM ~11111.NAL SCALE IN INCMEI 1"011 IIEDUCEO PLANS CU07Z09 WO 280201 1,, ~ '\, ., \, L 3 .( 3 J( q:.. , .. BRACl-<ET 1/4 ASSEMBLY SECTION D-D l REDUCED PLAN USE SCALE BELOW I 2 I I ) INCHES 0N OMIINAL PLAN J No/,: I. P<Jr d,lo,l.s no/ .sA"1,vn .se,e '0Y€"RNCAO Sl6N.$ t,/6f.17WEl&HT ond TZIBV,AR./1'1 Slondoo:I Pion, z. Mol-er1tils, -lblv·,Cal,on ond W4-ldu?f -lo corn/'orm fo ''clv,rl,~t:1d SN/'1 ..Stlruclur,.s '' 5eclu,n .S-#-I ol" ..:il,:u,do,d .5pe-c,/}coh0ns. J. 4. s. Tens,onm9 af !ll(?h Sire"? f/, 6,olls ,..s r19t.Nr6'd Fi'n1lh ,S hot dip 9olvo,11v'r11;. Addd1onol ho/4,5 of /" dn,mefer ma'/ be oddld h, dro,n 9olvon,z1nq. F,i,id splices ond od_;oc,nl-hond/2clrs af t. .Spo,1 are t#pl,~no I Ii,. rh, -'/~'; .. heor i«<f .$hall k conlinuovs brlw1~n sphCe plole, on musf orrn. 7. Ins-,rf tf/z'condu,-f coupl,nr /n dnll,d hole. W,/d couphnr, lo p,pr. Af'/er qolvon1vm; ream fhr,,.qd anti ,nser-f o threaded • p1G19- AND FRAME DETAILS __ ,.._.,. __ "l 2 2 I .. .. .. .. WORK ON URBAN STREETS .. .. .. .. .. /. ~ C20 (Rt) c1e-(Or Supplemental) ----L--->I ~3-(0r Supplemental) RO.t.D COMSTl'IUCTIO ... HEAD !GHT LANE CLOSED AHEAD mo CONSTliUCTION TYPICAL CLOSING OF RIGHT LANE .. .. .. .. i •• r D --;.,--D ---j I f:6woRk°ARE'.,AM • .: 1· ••••••• 150' .. I min.I .. .. .. .. / • ,.._ ___ L ___ ., L ~'" "'--C20 (Lt) c1e-(Or Supplemental) 43-(0r Supplemental) . ROAD CONSTRUCTION AHEAD LEFT l.kNE CLOSED AHEAD "" CONSTRUCTION TYPICAL CLOSING OF LEFT LANE NOTES, I. DELINEATORS: Cones or Delineotors sr-uld be placed at 50' maximum intervals. 2. DIVIDED ROADWAY: Supplemental advance wor11;.,g signs shall be posted in the median, {including painted median). Signs ore not required on opposite approach. 3. Advisory speed is to be determined at job site. •4. 50' minimum may be used in Urban Areas with slow speed traffic. Legend ► Sign • Cone or Delineotor .. Direction of Traffic 0 Flashing Arrow Sign ( Type I ) Transition Taper L S X W L Length of Taper S = 85th Percentile Speed W = Lateral Transition (Lane width) D 10 X S minimum 0 >-<I: ;: 3: C) 3: II.I z <I: ...J 0 ;: I- z 0 II.I a: ::, ti) 0 ...J 0 II.I z <I: ...J a: 0 IL C) z z C, ti) ...J <I: 0 Q. >-I- 2 0 -. • E -" ~ ~ I , "' c•c •1• 0 «< 0 oo" Q:~;: " I "' u 0 of ,,, < I w g-~ u z < I f . TT. • 0 o> C •o 0 "< • E __, I • ~ Q -" • ~ lf + ' ii ~: "'~ • •= 0 I -. • E l • 0. ~ , T "' C z 0 w • ~ ! • u T~ C 0 E ~ __, . 0 t_\ ~ J I 0. o--on E I I •1t ...l 3 0 -. • E -" ~ ~ , "' 0 ... u U) w >--0 z 0 < w z < 0 " • o"' ~ " E <g I&! .... g~z u~ ~ , "' 0 ,; -" Q. 2 C 0 .,, !!!. " u 0 " > -0 " -c Q. >, " E. .c 0 :, ~ "' E "' 0 " X E u " 0 E "' C ;; " -6 " -" U") "' ,: ~ 3 c u "' .,, "' " C 2 u 0 0 "' ,: Q. C "' " ~ ,: .c -0 .,, 3l E C :, 0 0 c ,: "' "' " " E C "' " 0 " > " 0 0 c Q. 0 " -0 C C c 0 " " 0 ="' E " " 0 " 0 3 2 "' "' "' Q. " ~ 6 ~ u .c u N ,,, u .,; c " "' C 0 C 0 !!!. 0 > -" c E :, E X 0 E 0 0 N .,, C 0 ,; " > -:, u C 0 !!!. 0 ;: " -= E :, _§ X 0 E 0 0 -7 OIIA I NOSlClt~ ~ ~~ML~- NO. /$$Jf---· ~n....,.,.. MvemPtu::. ?~ i.919 REDUCED PLAN USE SCAl.E BELOW l I ~ 3 3 INOtES ON Gn8tNAL Pl.Afil =I II II U ....J....J(/)~ 0 ~ ., Q. ~ " C --_!,?' 0 -U) 0 0 " .:: 3 C 0 --0 " 0 " C 0 <( " C "' :,; _,! "' " C ...J " u :c C C " "' _!,?' 0 " 2 U) u 0 u. ... • t = "' ' I TRAFFIC CONTROL SYSTEM FOR LANE CLOSURES ~ MISCELLANEOUS DETAILS ---Sheet I of E iectr I Jons 07 ORA 18.0/18.5 67 13 RIW $CE l/NDC.l?GR0tlNO SERVICE YAI/L,i I For coq/inuoT/oi? or 8 f::..OCATJON I H/6HWAY L/6HTING LEGEJ,!2 111rerconnecrcondv✓l'; _ . see Sheer 7or Elec 0----,0. "l)tpe I~ Li9hfing Shlnt:/11/'dlobi! 1nsh1/ledw/T.f1l£'mo.sr1:1rm~ 250~wol'r Plons. //191, ,qre.rsvre_sol7'/.Vm lum/i7o)re_, 9/ore.s/ve/,.l'oml 1nl?fr<1/ Oo//osJ":. (See Brti;ye L1ght1n9 P/gn). \ ,, o No.5 pull DIM lo be in.slo//ed. ~ " Pull bor 1/Jsh:r/leo' /,n .,,rn,,e:.rN~ /Jttt, B,/~✓/j;,'HhAyPA:7.n)o, ,n-.Shhg-,Pull 8N k N"Mr:7/A. - - -•.h§nt:T/ cAIW.v.,r n, P1 //?sh:r/Ho; /YI; fev• 4(S"na,/ l'Ak,n,::-eM?hlC-A ---5/_?AtYI cOAt?'v/1' ln1h//8o/ /A .,r,.ve-~ (Jee .irl'd9'e ✓/9".6/./4,g' hi¥~). ------- --Llg'hl'i/15 t:>cnu'u//-/ns/-o--//in/ ✓.i? J.r✓'v,n"u·l"'t!!'(Jee &,,al'g-e ,bp~r✓As, ff,::,.,,) --l19hti119 eond"vl'rn, .P11/?sTD//eot; I~"; .1'.\FFIC BRANCH 0Hi ned by OS Z.-78 I lO~ Fw ms/,,/1,;f;oh aF 1/edrical eq;vip111epf 1ns/rudvr1, ~ S,, .Brio'g'e Llf?nlu19' Plan, ~r/,1 Ari )k,vport 0 Li3,' B,ilip. LOCATION I LOCATION 2 -----/---.._ -~ ---/. // u:r, °",_;~ -___,r..----- 1 ' ,, _,_ - t..OCAT/ONI L.OC'ATtON2 f.OCATION 2 !VOTES (This Shed} [iJ Aemo,,,...~ ond Jo/voqe ex/.s//n9 e.r//179u1:Shu'1le tne.s.sage .s1'7n, F/oshln~ ,/Jeg~an:f trAo/ 4n!"e/ S/g'A ,PO$T" com_p~~- Remore eA'1':sl/n9 /,201" .s19'n /1i;h1tn9 .serYl"c:t!. For Wti-ing Pio9ram~ See S/Jee-12o'r Elt'C7rko/ .P/gns. Install· J20/2d0V Unmetered Type lII-IO(ModrhedJ l.t9htm9(Two •40 Amp brt1ok.1u·~) Serwce With L1°9hfin9 PlC RBcepfacle .In Qlbinef And 2-pole Main 13reoker(60-Amp). IE Servin9. Company Will H.lrnl.PJ And ~// w,,..5 Befw11e.n Vovlf And Pvt/ Box ,4nd Make Connecf,on In Pull Box. I Oro•n by J e-15 AeY. llS. 1-7.P • Cnecked b I.H Z.·7S /MY. 0.S. ll-711 NOTE' THIS PLAN ACCURATE FOR ELECTRICAL ONLY 0E'SIGN ENGINE[~ REGISTERED TRAF"FIC ENGINE(■ NO. 96 ... ,. _....., A/4rtembec ZtJ l.9Z9 REDUCED PLAN USE SCALE 8ELOW I 2 I J a INCHES ON ORl&INAL Pl..&ff :.:1 LOCATIONS I 8 2 HIGHWAY LIGHTING 21 PLAN ~ ' 0.1 Mi. E. OF BAYSIDE DRIVE TO ~ 0.1 Mi. E. OF BAYSHORE-DOVER DRIVE -, ,m 0 " ,00 ,oo 07209-2B02()/ r lJ/UOGl LIGHTING L£G£NO 0,-,l/6/IT/NG J/;9,Vl)A.,f'I) Fl/?PNPATl.:JA' TPP /..V.FU.t.tEPW//# KA'U/N# Off'"N/NG RlR /#JQU,IQtW Pr TJ'/'E /S ✓/S#77#S Sl:94'PARP. c NP. 2 SH?UCWRF PP.IL BP.I" TPBE /K.STALLE..!J, -=- Ll~//T/#6 CPA'PU/T TdBE /,V.5,/'A,tLE~ /?2':' S/6.A'AL Ct:W/71//T ..12?BE /#.F.QLL E4 / 1-i ; ,,FLJ,f' $/PAIAL /#H..ra:wNECT. PLUG fiV.5H /8,,.,BllOH'R..W5A'E.tJ GA".N7F. CtJNOUIT £¥PAN5//JN ,e'/77/HG 7tJ B€ /N.STALLEO (DETAlt.",x"' ). COIYPUIT EXPANSION FITTING --- \tiQ. l CO/Vl)U/T EXPANSION FITTING i/' ( ~t\FFIC BRANCH 0.5. G-78 OlttJ. Z -78 ReK !20/2<10V Mf/tl7PL€ S&VICE 1-79 11-78 E.,ris/1:nq ,R;tY(tt· Coqsl 1-llq H"Ot.{ WIRING DIAGRAM No sc.,u.;: 8 9 /~G[/vf} FOR WIRING DIAGRAM ; Q 25"0 W4TT HPS L4MP ,4N/J 8PU4ST 71:) 8€ !NST4LL£0. ~4WG 600V C'48L€ T08c!IVSTALL€D NOTE: THIS PLAN ACCURATE FOR ELECTRICAL ONLY ..... ~ -.::--":::'.' -Sheet 2 of Electncol Plans fcc.:r...J.:a::;W.::,'4::.-L--.!.1'_-.1_~'::::"-~0/.c.:':::":::-s:.._.J..!6~8~/J"'z~· CONOl/lT EYPANSION FITTING CONDUIT e".YPAN.S/ON r'ITl7NG DESIGN E7!!.d ·Q:TEREO TRAFFIC EN~INEE"II ' r«:1 .. _ 9G """''""" J//o,,eot.6ec £'2 t9Z9 REDUCED PLAN USE SCALE BELOW O I 2 t:: 1 I ; 1MCH£S ON OfHQINAI.. PUN J ~ PACIFIC COAST HIGHWAY I--------------_:_ __ _:_:__ __ __..:. ~ NORTH ARM NEWPORT BAY BRIDGE BRIDGE LIGHTING PLAN scALE 1• • 50' le••o 55-614 07209 -280201 zl 0-- 0-- C " .. fill ~ el D ¢ LRiffeYO /PR C/7Y✓/1£1?7,V6 C/ll ,tY NEH'RM'T BE-'C,Y 77/Y /-C Off,a,,t)L/ER PEA' Cln' J'/",U'✓MHP R,1,1/ ?P.!J-✓ -'HP@/;! ;,:,BE /#S/",ULF,t) 11'//"H lf;?JI' Hl&'H /WESSU/fE StJP/11,11 LUK/,U/A'E,/#?FM'AL NULT/PLF 8,1,/L,,UT ;/NP RE. C&'#T...WL. AELIJCATEP lf"/TJ' d/ A'EM'PdKT .i&~t:# TJ'PE .I-C ELECT.Rat/C,lf. /NJTALL flJPIYLUT/t:J.N .l"'/!"#C/1?' JP,,VP.,,/A'LJ PL_,,# 20~-L AN..? JStJ W H/4# PRESSPRE J'PO/PN LU,H/.,r,,,#/RF ./l'/,T#./.rTE8A"~L NVLRPLE &IL.fAST A#P P.E. £',t1,f/'Tlf't:JL. ET/ST/NV ELECTRt:¥/F/f' TG?/?E,V,,//# d# TdB'E A'Otle#TE.i. L/6H'n#(i a:wavr, ✓~--PJ/,t:' Td.iE /#.5TALLEL'J. £I/.ST/N6 ,(/6/IT/N6 C&"#P#ff 727 ..rEB-"/#. 01sn,M; L/~#llAli C'PIYOU// ..4#P a&E T.? BE #'EM:V'E.t? /✓ Cdl5TA'U'lld# ,,/RE,,f a, ,.,,p~ C&'fa:,7 ~,,r,t? REKJ?.1'.£ t::At!£,F H'A'EN f/REE/ H ,ID/#A"".t¥R ,t;2:WfJ'JPUC?7dr AtZ 317 PPLL BtJ,Y 7P BE /i'S,l';t/LLF/J. EDS/"/#6 fl/LL' Bar Tt!J,,rE,WH. El'/ST/#~ flll 8).,1' RI.&!' H.MYELJ ..IPELLJtt;ITE ✓NSTALL fl/L',t' BO/' /#U/JT/.¥,,' Ca,',t:iW/ RP/ IIYSJ;tLL a:H'W/r /4'/"'7 E/75/7& ,"#L,' &:Jr, SERJ'/CE C-'B/HE/" ??)BE IK5rAL,ELJ.(£E CA&IA'ET Na>'Hl7H6" £1!'/"A/L) UT/L/1".J" /IKE ECtJNOL//"E IUB/,,YET KO. 37,?f INSTALL O#E /f;,,9,#/.'C/A"P// &f'EAA"ER /IH f#t:# ~/,N°l/1'" .FelrF,/1 /A'fY.IL i?•/f?LE ,r/,1',rP//" &l"E#A'EA' ('$,)&W M()//#7/KG ~//GS. a4V..#"E.T $'#ALL BE WE.,,/.1:vERRPO(Vf "" OP ~N .... •· 0 /t.'C/",:7~ ✓/.#.T/#6 C/,fCtl//i • -....., QIB(#ET ~,t'.(7#6 0£7;//L AOJt':,,/LE i 1I . URNING &£•ORE STUTIII& IIORl OIi (XIS'HIG SE~IES ll&IITtN (IRCU:~s. c011u,cro• MUST OBT&III D&,Ll sann CIICVIT (LfUUCE HOM SE•~IIIG C()Ml'ltn. 01sco••rc1 CltCUITS uo 'LACE -11e• &1 ll()U'" S•G•~ •ta~ OPE• S•ITCNU lffDIE 001•(, ltn -.on o• CIICUITS. 0 MVl-nPJ.£ ~ ScRnce ~I-TIPle \ SERY/C'E C,48/NET fl/ST/,1'6 CO,l'al(WA" T,tJ BE ,f'EM:Jl'E,9 NOTE, THIS PLAN ACCURATE FOR ELECTRICAL ONLY FOR FEDUCED PLANS 0 ' 3 ORlm'W. SCA~ IS W IDES REDUCED PLAN USE SCALE BELOW l : . ~ ! INCHES ON ORIIIMAL Pl.AH j -OT A/CJTE5f7;Y/f S#EET al(( Y) l!J ALL .STAT/P#/#6 /J 6W.5&P a,y .TA<,,:!"" &F#/TA!'/,,KE O.F £Jt)Jl'E,,P p,p, @ CON'IJUCTIJ.IP5 F.A'2:Wif /WLL &::VAT &HEH" f.bMIIIM'I Al TA'E L//Al/#;f/RE SN,,,ILL &f .Mt1 /2 A,JW /J'.11¥ n, L'~L [!I CIJ#.+'ECT,,/M?./;A,l/¥~~A"'~P,l//l?h" new &CH ,,!,P,WQ/A'E Td A &'A'/!Nlf'p -/I TN PDLL &::7.Y _,,/ T#E .1/,,,/N" 11V" F.,,,,t:'# J"./AA'A#.IP.P @ ELECT&J,{/£11'$' SKA.IL N /,¥S,/'A.ILE.O IW/;IY ,1:71~ Z./,.&9//A'd /#E~ ~E. 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E.OF BAYSHORE DRIVE-DOVER DRIVE " ,oo ••• 3 ~1c BRANCH c. , b D.$ ,1/'7, • -,.1rown t,y JC e: ~~ .t.1-1 I,/)"~ COAST JS HOTcS (This .Shee:t) (Z] li'E"""7PE AHO SALWll6t' or ,4U. £¥/STING TR,4FFIC .SIGNAL ANO HIGHWAY LIGIITING l!QUIPMt'NT (!} KE.MOVE AAI.O &4LVAtr£ €.,(/STING CONTROLLER ASSEMBLY IN TYPE 'MM CABINET. 0 AL.t. £X/S77MS /'rl'A6NE'TO~ETE.R ,ANL:'J ,.c,oP.LJ,E ,-...c:cTORS .S#AU.. BE A&oM'OOAE"O. @] REMOVE ANO Ol.5P05£ OF MIST/IVG /,E!0/.!'¢0// h'EA//Y ,OL/TJ-' TYPE 'E' 6/GNAl AIV,O UG#TING SeRV/Cc. pp#/e,?088/c 7 --- 37 NOTE, THIS PLAN ACCURATE FOR ELECTRICAL ONLY --- Sheet 4 of E lectricol Plans I /8.0/18.S lit ·,,c,N t NrlffiJt Jo< fGISTEFIEO JRAFiic: ENGINEf" REDUCED PLAN USE SCALE BELOW t:: I * 3 ; I~ ct. 0R111N.1L PLAN :::J ~ ff ------- REMOVAL LOCATION"/" TRAFFIC SIGNAL PLAN ,PAC/r/C C()A!;T HWY. 0 BAY.S/0£ "H/1/E H!' 07201 -28020/ 4 CONDUCTOR SCHEDULE AWG CIRCUIT 3 3 s 3 3 3 3 3 3 3 3 J 3 6KllNARRl111' -I 2 2 2 2 2 14 2 s, 2 2 2 PP8{<1>A1) I I I I PPB{•Az) I PP8 f•82 I I PPB COMMON I I I I I SPAil£$ s 3 3 3 3 TOTA ,, 22 32 IS 19 12 INT.IIJ..tf1.Jtl4MES/, 2 z z - __E!!!.-- --- PACIFIC ,ss 3 C C C 3 I 4 2 2 I I I I ' 4 CQNOVCTOR SCHEDULE CIRCUIT •10 S/6NAl. COMMON I 8 LUNIKAl/i'E 2 2 2 ,SA1 DETECTOR <PAr PETECTOll 3 ¢81 DETECTOR -_c, DETECTOR <PC2 DETECTOR I ¢ Oz DETECTOR 4 4 4 J2Ali .,. INTERa:wN£CT - 2· ----- coAST oRA-1 =-.,i~ vi ,--" -~· -- 2 2 s s I I I 3 3 2 I I 4 Cl pl' il b ,,. "' " A• -----5 ---------...; ',\ ;.IIIHIWI•. - - ,4ITIWINI - - --fl4!/I •19CA8L.E --C:.,-:2-,z ~£. 12 --------145' TO 8.C. --,iF( f?Jlt tl:WTINV.A770N OF INTai'CGVNECT Cl:Wa'IT, SEE SHEET f OF Et.ECTRIC4L fl.ANS. {,4.Pr'ROA'. ZOOOJ [j] [gJ II] 0 @] [I] NOTES (This S/Jt'6f) INSTALL STATE-FURNISHED TYPE l!O{I TRAFFIC CdNTli'0LLER, AUXILIARY EQUIPMENT ANO CAB/NU COMPLETE, CONDUIT SIZE SHALL BE 2' MIN. DIAMETER, UNLESS OTHERWISE N0TE0. ALL LOOP DETECT/Jli'S SHALL BE 5'.r5; UNLESS OTHERWISE N/JTEO. ALL LUM/NAIi/ES SHALL HAVE 250/Y HPS INTEGRAL BALLAST. LAMPS WITH INSTALL INTERNALLY ILLU/11/HATED STREET NAME SIGNS ON POLES @) AND ®· INS7i4LL TYPE I PEC ON POLE@, LENGTH OF SICN FIXTURE s'Ji:41.L BE G'-0." INSTAli. NEIY 120/R,IOJ/ TYPE ,r SIGN.AL ANP LIGHT/NG 5ERY/CE. (5EE WIRIN0P/AGRAM) SIG ID"P-12720-.l'; LTG IP'P-1272I-I l!ETECTtJR 3·,1'·8/ f#/ILI 8E ffl,f'E/J Ml# 5El'/l,1'ATE .IEA/l-/A' CAIILE. I I I I I ""' STANDARD NO. DESCRIPTION ............ /7-2-70al} 20' IA 10' 3 IA 10' 19-4 -70 .3()' 30' ~,7-2 -10· 30' :>0' IA /0' IA 10' 17· 2 10 ao 20· ~ \ SHEET s OF ELECTRICAL PLANS -----07 ORA. 18.0 18.5 7/ I~ POLE L.UM.M.A. 12' 12' 12• 12' SCHEDULE LUMINAIR£ SIGNAL MOUNTING HGLARES p PED. 2~0W ~v-1-r MAS SP·l· T TV-/-T SP·l·T T-2.·T - 250W SY·Z·TA MAS "~-1-T 250W ~Y-1-T MAS SP-1-T TY-I LT-2-T 250W SY·2·TA MAS SP-1-T P.P.B. ....... Az 8, 82 /Jz/AJ Al .., STRUT MA.II! SIGNS MESSA8E Bau.side Or 8qu.sid6 Or 'P ,. e: ot:SIGN fNGINait ll'HIITE•H .:."U~ f. D,\JI 1Jr10, ,¥<16V'lt2e, 2~ /49Z9 OfTAIL"A" t? SEeTION6' Dz -~ --~ -,?$SllJac: --=,:::::::--.:_ ------ -HIGHWAY ----- <'! ~~ "' ~ ~ ~ "" 0 ~. "-n ~-a .. ";, ------ '"" ------- !20/e40Y M?TE ,• PeC BY &S!'Y/NG t/77UTY METER '-+-+---,--... J5A UGHTING (IZO//) +--+--~ AIR CONDIT/ONE/? (/l?O//) ~.---~ STREET N<IME SIGN (IZO//) ,--... 40A SIGN4L (/eo//) SERYICE EC/WPMENT Wll?ING P/A&,4M a~ . • \· l REDUCED PLAN USE SCALE BELOW I 2 NEW j LOCATION "I" t I :, INCfftS ON OR161NAL PUN TRAFFIC SIGNAL PLAN PACIFIC COAST HWY. 0 AT BAYSIDE DR. FEET " " -NOTE: TH!S PLAN ACCURATE FOR SIGNALS, LIGHTING. SIGNING, STRIPING ANO PAVEMENT MARKINGS ,0 ... ,.111 71' 07201 • 280201 5 - LJ COAST d - 1,uu 7 [.J LJ - I I I I \ \ --, r7 f"J -L..hd-= -- 8/l'r'SI-IORlf l)R. c"/W ------- NOTES (This .Sheet) Sheel 6 of Electrical Plans l REDUCED PLAN USE SCALE BELOW I 2 3 I. I 4 :S INCHES OH ORl6llUL Pt.AH --/ ____ .,,,.. __ _ n r--rr-;i / [Z] /(61(01/E ..-£V.O Jl4LVAGE ALL F.X/STIN6 T~/FA:"' &tsiWA4'. AND HIGHWAY LIGHTING EQU/P,MENT, &,/A/L,E'.S.S PT,.st.a,,w-/,5c" i"l,f:JTE,O. (!J A'EUSE .,£)(;1'$77#6 TYPE 200 (:t'JVT~ILER ASS'ENILY AS .:m'OW# 0# NEW UJC.4710.N "Z•. 0 REiM0I/E ANO OJIJP05E OI' EXISTING 120/240 V 7YPE "E • SICNl/l llNO l!GHTINC SERVICE. ~ ALL £X/.ST/A/6 Lc)c;JP 4:TECTGW.S .SHALL BE .4&9N.OONCO. --"'7 ..,.,., DA1'Afhl0 -/ =-IB.O/IB.S --·---- \ REMOVAL LOCATION Hz" TRAFFIC SIGNAL PLAN COAST HWY. AT DOVER DR. NOTE, THIS PLAN ACCURATE FOR ELECTRICAL ONLY FEET !", ""'""'":':,,~=-:.~, !!!!!!!!!!!!!":,:"::,=--~,,:""""'"":,o, 07201 -280201 6 1 :-, " 3 " " 3 ~ -3 " ,, I I -z z ~ ,. ,? ,? ,? 2 ,. ,,. 2 ,,, I I 'l'Az} I / I / I '/';!I,? / / I = / / / / / I ,"IS 3 3 " " 3 ,, & 71)7)(, /3 /3 IP = !I ,?O 44 IC .... /,.? ,? ,? 2 2 2 ,? 2 I I / / I / I I -2 2 z ,? ,? 2 -I ,:i.m,;.,--3 .ti,ht:;b,-3 3 3 3 -3 I P,J'1CJbr I 2 Dlnmw ,? z .:?,;l1c;lor I / I -,zAr#&hr I 7 7 -7 --I I PACIFIC CCJ,,/5T (a'?A-1) ---- -- ----- POLE SCHEDULE - ;5P::·T f = \ -f, -1 -:--A1-1-'""'----, : S/'"-/-T f A, - : SP./-T f .82 --+----, ' i;. - • SHEET 1 OF ELECTRICAL DESIGN PLANS lcd/c~K ,M:,TE: ,PN 4Y.5EA'J'/,1'6 P/7L//Y. )-)-) ~ ;,,, L/6/IT/¥6(/?0K) ..-... /.f,1 Al/I C.?#0/T/&NER(J,a:JI(/ ~ STKEET NAME.Sl&N(/2&}() ~ .S/6.,YAf{Jt!OY.} ~ S/6N /LLUH/,V,.fQtzr(/?&I{) ,S£HY/C£ f(2U/PMENT N/A"/M> O/A6RAM ------ LJ,fTA/L µAu /C-.SECllOA'S· ------07 ORA 18.0118.5 T3 t:1 --- ------ ------ ------ ------ ------------f// bf( fl" ,4 '1 ------- ---------------------------------- ~~--... - ------------------- ¢---- 1 / ./ ---------------- ---------- [!j Ft?R /NSTi4LLAT/ON t?F PW!RNEAO SltiN, SEE SIGN PL ...W.S. ------------------------;IIOTE5 {T/21/5 SHEET) [Z] IIJ 7HSTAiL /JYTER#ANJ' /LLUH/RJTE.IJ37REE74HNE,5/G#.5.#/"fl:¥E5(?) .t (J) /N'.STALL T,Yfi[ .,l ffC ,t/#/T ,;17 A1L'E<z) h?A" /.IYT6PIYALLY /,l'L,t/Jf/4'/,,VFL'J .5TA'EE.T JYAME .5/6,,YIZ/,l',TA't:I.!. LENQTH OF $/ON Fl,YTURE SHAU. BE t;'-O." ~ CO#PU// J'/.?E .5#'/f.N J'E ,,r,U/#. LJR,VE/E/l;U.ILE55 L:JhYEA"AP'fE ""27/"ELJ. 0 ALL LUdl/,V,l//?E5 f#.IILL #..4/£ .?3(),1// #/:Y /,MPY'.,,,W.o'f/ .4'7E~AL &Kb/.5J'3 (I] ALI LtJIJP LJE.TECT,tV?S 5#A'LL BE 6',1"6; L/&E.5'.5 cJZYE#H'l..fE ,Vt;?,T&Zl. ~ /t?.I? fiUO,PE.SCEA'T .5/D,V L/0#0,16 /7,l'/,V/PE /AI.STALLAT/~.5EE E.5-3() ~ REMOVE ANO O/SPOSE (JF E//5?1#4 l..?tr.?M/!' /"YPE "'E"".5/6#..#,t' ~#t7U&A"/7A'~ 5Elff/CE ,l,,Yb /,V.57:fLL' ¥EK /20,/4'4"t?K J/d#;IL ,1,VLJ ✓$H/"/#t$ .SE,,PP/CE. ( TYPE '!4 •) ($EE IY/R/N'~UAGA'AAl}?.P. # 785"8!15"E. SIGNAL fl)# P-12722-I ; LJGJ/7/NG ID* P..12723-I ~ LilrN'c-b S-N-4, ~ k ,w/";!t:/ AWP? ~ Mt:11:?-/n ~. NOH !HIS PLAN ACCURAH fOR SIGNALS. LIGHIING. SIGNING. STRIPING AND PAVlMlNT MARKINGS Q C: REDUCED PLAN USE SCALE eaow ~ a ,NC:MD OM ORNMNAL 1'\..AH NEW 3 ::.::1 LOCATION ,, 2 11 TRAFFIC SIGNAL PLAN PACIFIC COAST HIGHWAY AT DOVER DR. -BAYSHORE DR. F£[T 0 •• •• 00 b1209 -280201 7 • ' • D 2 6 /rv\;l.,JE ' ' ' ' ' : ' 5 -f-------------------------~---' '' ' SIGNAL MAST ARM VIEW E-E -rn.;; VIEW F-F MOUNTING ASSEMBLY OPTIONS 14 SECTION A-A 21 SECTION B-B 21 SECTION C-C 22~" MAX. 19 TYPE A SIGN I " 22¥2 MAX. TYPE B SIGN I," 22r2 MAX. TYPE C SIGN 18 18 B ~ r------- ' ' ) C 11-6"-61 SIGN l'-611-61 SIGN 2'~0"-8' SIGN I Sheet 8 of f lectncol Plans L REDUCED PLAN USE SCALE BELOW I ? j ! INCHES OM ORIGINAL. PLAJI ------/ DESIGN ~J.,<.1$Tl;RED •TR:FFIC EN~EEilt ·No. 96 DAr~ .,.PP.,,oveD A/qve-,ltet: 2tl, I-IZ9 NOTES IT]-LOffR itOI.INTINlii ASSEIIIU. II TH .ASKEY. 00--ul'PER IOl.llTINlii ASSEULY. 11)-ROO. 1/2-INCH, STAINLESS OR ,uTED STEEL. [!1-LOClllNG PIN. STEEL. [ID-FUT IASHER. STAINLESS STEEL. (§J-auSHUlfii. IJIOfllZE. -FULL LENliTH [f}-BOLT. ll•· INQI STAINLESS STEEL. 11TH SELF·LOCl,:INlii NUT. ~ 00-BOLT, 1/2-INCH. STAINLESS STEEL. 11TH THREE NUTS. AJCI: COTTER KEY. -LENGTH VARI AILE. [!I-BRACKET. ll•·INDI I t-1/2-INCH MINI-. -LENGTH VARIABLE. [!g-111.ICKET, 2-PIECE 'Ao;usTABLE. -1/,-INCH l I-1/2· INCH IIINIIII.IL -TIO 1/2• INCH HEX HEAD BOLTS 11TH NUTS ANO LOCHASHERS. ITI]-i...cLMIP. 2-PIECE. SHAPED TD FIT IIASTAIII. -1/4-INCH I 1-1/2-INCH IIINllllll. -TIO 1/2-INCM HEI HEAD IOLTS 11TH NUTS AND LDC«IASHERS. ~-llDUNTING BOLT, 1/•·INCH IIINIIUII, 11TH NUT 1----------------------1 AND LDCKIASHER. OR SELFLDCII.ING NUT MD . COTTER II.El. SIGN MOUNTING I I I I I I ~-CONTINUOUS HINGE. (B]-THUIIB SCREI. 1/,-20. IIIINIIIIW TIii PER SIDE ON a-INCH CENTERS. ~-REFLECmR. D.040-INCH MINlltUII TMICatfSS. [!§-AUIMINlll STIFFENER. 1!11-FLUDRESCENT IALLAST. F72Tl2,IFIIT12. ~-LAMP. TU/COOL IHITE. ll!-L-LDER. ~-LAltPNOLDER TURRET. ~-SllilN l'INEL. 15-INCH IIINIIRJM HEIQfT. MESSA;£ IS SHOIN ELSEWHERE. ~-CORO,· 11/3 TYPE SJ T. CONTUIUOUS FROII SICiN TERMINAL ILDCII. TO SIGNAL HEAD .:JUNTING TEIIUNAL co•nt1ENT. FDIII A ON£·FDOT DRIP LOOP IETIEEN Sllill AND HSTAIII. ~-COflO CClrtNECTDR. aa• AMLE AT SIGN. LOCATE IN UPPER 1/3 OF SIGN. STRAIGHT AT MASTAIII. DRILL AND TAP BOTTOII OF lilASIARII. ~-ADJUST FIITURE LEVEL AND NO LDIER THAN CENTER OF Sl&NAL AIII CONNECTION. ~-LETTERS SHALL BE sER1ES "E" e•uPPER CASE AND6.LOWER CASE. . (gg-6'SIGNS SHALL 8E USED,UNLESS OTHER-WISE SHOWN ON THE PLANS. STATE OF ~ALIFO•NIA BUSINESS ANO TRANSPORTATION AGENCY OEPARTM ENT OF TftANSPORTA"l'.'ION INTERNALLY ILLUMINATED STREET NAME SIGN 8 -I I I PLANT LIST AND PLANT SPECIFICATIONS I ' ! GR•, BOTANICAL NAME COMMON NAME SIZE QUANTITY (EACH! I A ' NERIUM ~ANDER \SISTER AGNES' SI STER AGNES OLEANDER PHORMIUM TE NAX NEW ZEALAND FLAX 1 GAL 1 GAL 16 35 i I WASHINGTONIA ROBUSTA MEXICAN FAN PALM TYPE A 5' 7 I C ; B 7 C g' WASHINGTONIA ROBUSTA MEXICAN FAN PALM WASHINGTONlA ROBUSTA MEXICAN FAN PALM 12 9 i F MYOPORUM \HORSHUM/ MYOPORUM FLATS 12,250 I I LANTANA MONTEV!DENSIS ~ORANGE., LANTANA ORANGE PEAT POTS 200 I GENERAL NOTES 1) UNDERLINED PORTION OF BOTANICAL NAME IS THE ABBREVIATION ON PLANTING PLAN. 2) AREAS WHERE LANTANA MONTEVIDENSJS 'ORANGE' IS TO BE PL.ANTED, SHALL BE INTERPLANTED WITH MYOPORUM 'HORSHUM' ACCORDING TO PLANTING DIAGRAM. c'LANTING DIAGRAM / EDSE OF PAVElv1ENT MYOFORUM 'HORSHUM' .-:1,/ I 1/"""~ "0"'"'°'"•" . . + •. II .. + ••• + •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• 1::.·r ···w· ·+·:::;.::.·+ 45" g' 18" .1----"--<1, 'ORANGE' -;,,,,...,_,,,..~ I°'"" I 0-S.,L---1 0o,-I ,.p.,.,,..,1R...,...,..,......ia,, I Do•• I R .. ....t&r •Do••' .~. KATO I I M. SAKAMOTO I RF BLOCKER I i i I HOLE SIZE BASIN SIZE SOIL AMENDMENT OIA. : DEPTH {DIAMETER) {CUBIC FEET) 181 I 24" I 24" 1 18" I 24'' 24" I 1 I NONE NONE NONE I --,--NONE COMMERCIAL FERTILIZER * PLACE TABLET lOR TABLETS) ADJACENT TO PLANT BALL s• BELOW FINISHED GRADE * * SEE SPECIAL PROVISIONS PLANTING LIMITS -EXCEPT WHERE NOTED ON PLAN --1- 071 ORA l 1 I /11./)//.11,.J:i I 7.-<1 1 -.. """'"'"---'-(t-i'I, -~-, li'-"'c.1¥-.f·.._·. _ nGtSTunONM--~'-4~5~7~--'------ CATI UNO'lr:D REMARKS PLANTING PLANT ESTAB. PLANT-SPACING FROM SHOULDER FR. DITCH, WALL FROM FENCE *1 TAB *1 TAB NONE NONE NONE 15l~S PER 100n S.F 15' o.c. -- AS SHOWN -- AS SHOWN -- AS SHOWN -- AS SHOWN -- 18~ QC, -- 6 0.C. -- 10' T 10' l(J 10 , 3' 3' SHRUB SHRUB TREE TREE TREE GROUND COVER SHRUB REDUCED PLAN USE SCALE BELOW I 2 I I 3 lfrtCHES ON CINUU.L PL.AH J I 07209 -2B0201 - --:c,ENERAL NOTES JUTE MESH SHALL BE INSTALLED IN ALL GROUND COVER AREAS. BEGINNING OF LANDSCAPE WORK I STA.139.O 1-·-~-.:-::::.:~.:., ~ ~>· -----.. ____ -- - - ---- ----------. ..__ JtJ1,; -------1 ---C.f':srv.-:------''--.11' -------------·-- -~ ........ ~ D• 1:o...,.""..,,.._A..l.,_,t O.ta ,,,-..111Koo-.•dt-,,lly 0.- -:) M. SAKAMOTO R.F. BLOCKER COAST l"7 .. r--.__ - ---- ,_ I i I ~ ~ -, ~-.. fl/ ~1 f I I I --~ _.....,,.., j Ci.t F,t: P,<f. "' I ~\..'s:\:·,·~-- ~ ------------.J I i . 460 SO YDS HYDRO-SEED! NG LIMIT OF GROUND COVER 2 720 MYO. HOR. (795 SQ. YDS. CULT.) -+--16 NER. OLE. S.A. \ ' \ :yve.J 2 • gOI ~ JO LlMIT OF GROUND COVER -'-<---10 LAN. MON. ORA. ..,_.. _____ 2 PHO. TEN. 175 Jv1YO. HOR. .........:::___.:_ --......:_ ":7'Wv .; -- (50 SO. YDS. CULT.J-- <5' 0 --07 ORA - LANDSCAPE ARCHITECT ~"::::•:::":..:":::4';_:00:'.;:N"-----NO 14 5 7 "----LIMIT OF LANDSCAPE WORK STA. 312.70 \ '-----250 SO YDS HYDRO-SEEDING ·--- l REDUCED PLAN USE SCALE BELOW I 2 I I :S INCHES ON 0Rl81MAI.. ~ --------~ -- - J ----...:::....::---_ ----~ 07209 -2so20, p 1 3415 MYO. HOR.----,.L (930 SO YDS CULT) 14 PHO. TEN. 9 WAS. ROB. ----------+- [ 2 TYPE Aj 3 TYPE B 4 TYPE C 23 LAN. MON.ORA. 29 LAN. MON. ORA. :.::. KATO M. SAMMOTO : R,F. BLOC KE~ I +----55 LAN. MON. ORA. -,L--9 PHO. TEN. -+---4320 MYO. HOR. (1105 SQ. YDS.CL:LT) -,L--21 LAN. MON.ORA. -,L---Ll PHO. TEN. r,,;.:-, ··.':l ;,---"\·,1 -'-1" of END OF LANDSCAPE WORK STA. 154.20 Newporf BeCJch l :::::::-..... I ' \ --07 ORA REDUCED PLAN USE SCALE BELOW I 2 I I :S INCHES ON ORIGIIW. Pl.Af,j ::J 07209 -28020! ,::- 8.0 I, .5 77 /Jt p 2 7 IRRIGATION LEGEND OI WATER METER(1\;,) ( CITY'S SHARE) S,,CKFLOW PREVENTER ASSEMBLY (11//) (BF.) MASTER REMCTE CONTROL VALVE(11'{) REMCTE CONTROL VALVE (RCV) ~---<>,OJ SIZE I ?-A·2I•••• STATION CoNTROLLER • - e $ ELECTRIC Al/1Dfv1ATIC CONTROLLER PVC MAIN SUPPLY LI NE ( 1 112·· • PR 200) GALVANIZED STEEL PIPE (GSP) SUPPLY LI NE ( S.U WATER LINE x-OVER CONTROL WIRE ROUTING ELECTRICAL PULL BOX (BY OTHERS) QUICK COUPLING VALVE ( 3W) (QVC) GATE VALVE (1 1/2") RE DUC E q PRESSURE NOTES 1) SUPPLY LINE DOWNSTREAM FROM RCV SH4LL BE THE SAME SIZE AS RCV. 2) TYPE 4-10 SPRINKLER PIPE SCHEDULE FROM THE FARTHEST SPRINKLER HEAD TO THE VALVE SHALL BE: 3'4" PVC 1 TO 7 HEADS 8 10 10 HEADS 3) SUPPLY LINE FOR SPRINKLER TYPE D SHALL BE 3/4'-PVC. 4) BACKFLOW PREVENTER SHALL BE INSTALLED BEHIND BRIDGE WALL. ; I I I -.. r><1 +,-£-- PRESSURE REGULATOR ( 1 112') PRESSURE RELIEF VALVE ( 314'') SUPPLY LINE (PVC) SPRINKLER TYPED AT EACH PLANT ELECTRICAL CONDUIT AND WIRES, 120 V METERING EQUIPMENT ENCLOSURE 1_ 1 11 ///! BEGINNING OF IRRIGATION WORK STA.139.0 - <ATO M. SAKAMOTO ~.F. 8LOCl<ER -'--"--------'------ ;: // I I ;-/ I / I ! I I I I . I ___ __) j 3-0--s-:+-,,,.o I '/ ::f .., t ' I I \ 11•l ' .. ~--\ \ \ \ \ \ -, ----07 ORA 18,0 18,ff .._... b0<ma ;;~ lr.¾r .. ~STILl.notl M0 .. _,,_,4..,,5!.!'7_.:._ ___ _ l 07209 -2802D1 REDUCED PLAN USE SCAL£ enow I 2 ' • J 3i INCHES ON 0R1e1N.1L PUN ::J I 1 1.1.//J ----.,..._ArcloiMa o.. M. SAKAMOTO '10 J. u F IRRIGATIO END 0 STA. 154.20 I ' N WORK f., REDUCED PLAN USE SCALE BELOW 3 I ~ -t t:: I • l'LUI --l ; INCKEI ON 0la8lNAL \ -... ... ' . • • • TYPE•·• PAVEMENT -·· p~~~'mlNER· ....... - MIN. 3'-314• REINFORCED RUBBER HOSE P.V.C. UNION MAIN SUPPLY LINE P.V.C. SUPPLY LINE '-...J--~-TO R.c.v.- NOTE: WYE STRAINER, P.V.C. PIPE ANO FITTINGS SHALL BE ONE SIZE LARGER THAN R.C.V. IT SERVES. WYE STRAINER FOR TYPE "D" SPRINKLER SYSTEM METER ;,----SERVICE EQUIPMENT . SPARE _J ~~4 V SOURCE l~~MRCV Lt j FOR MRCV FLANGE W/GALVANIZEO :v~:=,~~~s ', SPECIFICATIONS) GATE VALVE'.. G.S P FROM METE If"--; SAME SIZE AS METER UNLESS OTHERWISE NOTED. I '• :: FROM ~ ~=,.,s;"C• =··=·-·=1·:. 6 OJ FT OF GRAVEL/ BENEATH DISCHARGE HORN, WYE STRAINER -REDUCED PRESSURE TYPE BACKFLOW PREVENTER ..-SEE DETAIL ABOVE I / GATE VALVE if BLOW-OUT VALVE SHALL BE MODIFIED IN THE FIELD SO THAT NO ATTACHMENTS CAN BE MADE TO THE BLOW·OUT VALVE BACKFLOW PREVENTER ASSEMBLY WITH MASTER REMOTE CONTROL VALVE TYPICAL 120 V SERVICE FOR E.A.C. t I • FOR HOLE SIZE 8 BASIN SIZE. SEE Pl.ANT LIST PLANTING DETAIL FOR SLOPES ~·--........ Do,,-,.._,....__~ °""' __ a_.-.,. 0... i<A.TO M. SAKAMOTO R.F. BLOCKER .,. -I---. . 3' -----1 I TYPE 'o' SPRINKLER* ( POLY~HYLEIE TUB"'G * PLANTING HOLE- * SEE TYPE 'O' SPRINKLER DETAIL TYPE 'D' SPRINKLER IN SLOPE AREAS .., If 'If !IC:= _ c-TO PLANT , I SNAP RING/ INSECT l BUG! PLUG / FINISH~O GRADE SiS1T TEE PVC SUPPLY LINE SPRINKLER TYPE "D" WITH RISER AND SUPPLY LINE UNDERGROUND CONNECTION l REDUCED PLAN USE SCALE BELOW I 2 3 I J ---1 :S INCHES ON CRtGncAL PLAN -I EXIST SHOULDER FOR DEPTH ~E SPECIAL PROVISIONS REMOVE EXIST. CAP ---- - - - - ---1..-1'h"",. EXIST. CROSSOVER ANO CONDUIT --- Novem/2ec RtJ 1979 ' P.Y.C. "T9 0A •ELaow• FCllt CONNECTION TO P.Y.C. SUPPLY LINE, SIZE AS REQUIRED. 1---I CU. FT. CONCRETE THIIUST IILOCIC AT END Of atOSS• ove.,-OOWNSTMAM FIICIN U.CKFLOW PREVENTER. UNDISTURBED SOIL--~ • 45• OR AS DlftECTED IY THE: l!N&INEER. CROSSOVER CONNECTION DETAIL POINT OF MEASUREMENT POtNT 0/F -.uurtEIIENT ROM El>R OF SHOIAllDt Cit NVE STIii, FOR TREES FROM TIU.YB.ID WAY o,-; MOUND COYDI 9'1111 rt.EIS -cu.:manON ~~ SEC::..:J .~,~~~,--~/1-,,.f-----E/ __ ~~~ ~ SE ION C J CURBJ, 2' A.C. Pit.YEO -----~--~ •,£PPP,¼ ~w·-• .. ·:- SECTION D NOTE: ANY REFERENCE lrf THE GENERAL NOTES OR IN TI£ Pl.MS PERTAINING TO THE DSTANCE PLANTS OR IRRNiATION EOIM'NENT ARE tNSTALLED FROM EDGE OF SHOULDER CR TRAVELED WAY SHALL BE MEASURED AS SHOWN °' ll£11'1L POINT OF MEASUREMENT DETAIL D 1 DETAIL SHEET No Scale 07209 -;so201 ... -......... -- I SPRINKLER. SCHEDULE TYl"'IE A,.,.llt0Jt. A"PlltOlL Sf"IIAY NOZZLE CN"l:IIAT .. ADJ. MIC AD.IUSTINI SYMBOLS H,OIUI DISC:NA,HIE SIZE '"'1~\~~E SNINII.U:fl {P'HT) , ..... lit.) P,ATTEIIN IINCHJ STOI' .,. • •-• 40 ,., PART C.IRCLE "" •• ~,~lf~ ' • A -10 16 1.38 PART CIRCLE -35 -- ~-'--0 --2.S GPH --30 -- (2 TUBES., 2 OPENING) IRRIGATION SYSTEM ~ -ITEM DESCRIPTION ... I· I 1·2 TOTAL SIZE • ( L. F) PLASTIC PIPE ISUPPLY LINE) 314• 1570 2270 38~0 ( PR 200) I• 40 320 360 I 112· 400 450 850 PLASTIC PtPE I vz• 155 125 250 ( SUPPLY LINE) ·-. -- ( PR 315) PIDIITAL MOUNT l:LICTIHC i_J AUTOIIIAT-IC CONTROLLER--=---- SH'OWN ON u1111au10N IILANI . ON /OFfl' SWITCH NEUTRAL a CONTIIOL COMMICTOM TO OTMU VALYIEI __ _.. I' X 2' CONCIIETE PAD Ill FRONT OP CONT .. OLLf.111 NEUTIIAL a CCWTIIOL CONDUCTOltl TO 11 .... C.Y .-UIIP, CONTROL ll[LAT, 0" OTHttl CONT"OLLlllS INWLATl:D IUSNIN8 SLOP! TO OIIAIN P.C.C. FOUNDATION A& ltlCOflllllNDlD IT IIANUfACTUHlt C.ONDUCTOIIS IN . 'CONDUIT TO IZOY l'OWI" SOUIICI "=~ INIULATINI IIUIHIN. REMOTE CONTROL VALVE 8 CONTROLLER :,_ KATO M. SAKAMOTO RF. BLOCKER - UCltlPLAII lltlSIEllt 8.1.P.-, -"RnrtNTION CONN!CTION MATERIAL • A.Oyt IIEIIA■•a OEVICf 1.,.1. -· """' ' 111· MUS/MOHZIE ,.. ' ..MCT SPIHNKLEII -31,r ~ASTIC --POP•UP STREAM RO"JOR --* --DRIP 'j -lli SEE SPECIAL PROVISIONS " FINISHED GRADE PRESSURE GAUGE (4~• POSITION) WITH ADAPTER _ _,.....,.--P.V.C. ADAPTER ,,.-rt--P.v.C. PIPE PRESSURE REDUCING VALVE £..VALVE BOX FINISHED GRADE,) nr-_ _ -,r-, ..,..-.-Lj l\--,. MAX T -_J~ i--- 1 / , •• ,._j \ I I I 17 I I QUICK COUPLING -..:_j l I I VALVE! I I I I G.S.P. RISER I I G.S.P. NIPPLE P. V.C. ADAPTER, Q, II II P.V.C. SUPPLY LINE I , I I G.S.P. ELBOW ----07 ORA I, .D t6 r.. REDUCED PLAN USE SCALE eaow l i ~ j .._.... __, t.., k J..,L MSISTltATJON II0._1~4b5,7,_1-'--------- ~ INCHES 0N 0N8INAL PUN liltJvefl?ber 20 19 79 LE9ENO • VAL.Vt: 90X IOPITIF'ICATIOW ANUYIATIOIIII ~ • CONTROL.LU(♦} } TO R Ult:O WITN ALL VALVES.•-WVCII. =-: ~f:OL Wol..YE e e ..L .!..t. -... c.v.-UH L.6.•GE• NX ,,. lt€QU1•ro T'O ... OVID( , ...... QUICK COUPL~ WJ..VE "o.c.v.· ~3,,(&ltAIIC( OIi ALL ■IDfS O!' TN( VALV( UH IILUtlJAL.. CONTMN.. ..._VE • a •■.v.• ~/ <•TENIIOIH AS NIEDIO TO PaO\rlDI ■I• U.T( VAi.Yi: ·•.v--c1..1••••c1 ...... VAL.VI: TO VAL.VI •o• C0'allll '1tt:SIUflt: IIE..ll'f' VALVE :P.a.v.: AS SMQIWN C. aTAIL 111\.AN UlllOEN ¥&1,..V[ 90. v. PUU. aox "P.a.~ V.IL.VE AIIDdl.'1' Ulll!T "Y.A.U_-/ l"ftl'QURE MDUCHll41 VALVE "P. lllO.V. e • SH S~OAL PIIOVtStOHS runuu R&MOnGOrn"-.\61LVI ·r-•cy.• ., -__ , " ., ·• •12 l..1 ,· .. PORTLAND CEMENT CONCRETE VALVE BOX L._YALYE 10X FINISHED ..... ~ 1,--------,r .. "'f le_ ______ • ___ _J~ , , -I ( r---7 ~ I p~~":UPPI.. y I I P.V.C. SUPPLY LINE \ I I ··1 i GATE i -? I 1/~YALVEC=::J \ UNDISTURBED I I L ___ _j I II I I ,, SOIL ICU.FT. CONCRETE THRUST BLOCK I I GATE VALVE ,.. QUICK COUPLING VALVE PRESSURE RELIEF VALVE D 2 DETAIL SHEET No Scale 07209·-280201 + '1..4E>¼ eooo' "c -4.ooo/. e.1 .. .., 'U ... 70 PROFILE GRADE -k:-ecC-Ca ,-t <"-~ R<Z<P·. CN,C•.-f',c:&0,,.T_.,..,_.,..... ....... T'IICMOCO .. t.PI-•~. ..,,. ,1/,?vetn,$er 2,1 fC-;" 9 IS,t + :10 E.Vc. E.lev. 'l.'1..14 ,--------------------___ To+o.l L~_ngth of 6rid9e • e.401 -I ~/4 11 10o'-ID' eo'-o· ·1 ~•-e '/z" @ C1t;:1 of Newport U' IO Wo.kr L,.-,., @ City of" N~wpor-t '2.4• I O Wo.'tt::.1"" Lio::. t,.ppro>< OG O::.turn E.lev. -100.Q 141 !-tole for Pt \e 0::,. to. '!>e:e '''L'?...5-\on Pdo Octa ti.;' ,she..t c,,4' Lt 14'2 t 90. 18 t!>C. l. bike PaH, l<l'1. .... :.:..,,, rt-i;.=-~ (11• ,, ,, " Pie:--'l. ~c.e • A.c::x:i.d P\o;C'"'l':r-) 141 + 75 .79 f, f, E.lr.i:v. \1.?i7 "' OE:SIGN J~;.; . .,.j 100'-o" 100'-o" 1'2..o'-0" @ PT !i T rJu.cb . ·---+-no·· o· Mt-lW El~v. !.B7 ~ ~bu.t "-1~6. @) So C"' I Ed,,,,or-, (I) T<:leprompte.-, @ ::;u.pf'ly Li..-,e i?rid9" @ 'I.' !<,':lid. Cond.u.it Pier :, 143 144 \4-e, I4/o 147 ELEVATION !11 a ':::>O' c-1-, 'oo, "" ~~/. t a° ~ s..f) m ' -;,, I .n I Coo.<;,,l "W.)!• ,c 14/o 1~.7 _ R:: !'loo' -,., "I 14e, a<, I I 1~ I I '/148 I ! ' " f. 'r~---"ic<t, 13-Co C , :: ~ 14 9 I C "' ' ..!' 0 "' .:,,o/,_•., -3; rf!) '/17-,t ~I ti• .;; ''" " t'-o'"' 8'-0~ ' "'Y-/ i \ 142.+90. \B PO::.-= 24'2.. t90. 15 L.in,;:; ~A" !4'2. + 75.o 9 Poe .. R= 1'2.00' 6. = 3'3~49 '41" '.... = 334. I£, 1 ' ";:.: 434 .'12G:,' PLAN :"=SO' 1.IYEt.OADINQ: ~.r.NDALTUIIIATIYE .\110 PEltll:IT OESIQII L.O.\D """""' )11.-:.. -~-11/'i! B ' t) ID /11.. %-Z ,_!,. .. '<>-/1 /7f! ORIGIN ... L sc.-.1.E ,., INCtfl!:S .-oR REOUCEP PL.O,NS lex. of' Fil I/ 141 + 9-z.:1 e, Poe - i\,tC)Q.:\E> t.dju.clicc.:ed. I cu 07'2.0';) wo 2.s::izor r Prof'il c 6n:,.c:k / Tubulor Hc.nd Ra'1in3 , I Co~l,, e,.,...,.;er-,:Yp• i.; -2.'loiJ C:=JCJ ..>.........1.....::,..._,._,,_ ___ 4 _____ J/j.----~ Co.~+-in-plo.c.~ p~~+re"!>~~d. bo"" 9ir-d..z::r • TYPICAL SECTION No~ 4 for Ind.ex to Plo.n':, &ec." Oeck. C.On~ou.r'a. t,..1.0, I" -.Me:+ I \ l'=>O+ 13 .. 94 E.f., E.ls:v i".o;; l REDUCED PLAN USE SCALE BELOW ~ :S JMCH£S ON OF1191MAL 1"UN APPROit"ATI t•A•Trfrt• £ES. $ ... C ■ T '2 J NORTH ARM NEWPORT BAY BRIDGE GENERAL PLAN Di11rw,.ard ..-int11 bearinll" Mrher rev1111nn d•""• - f ( E.dg<Z. of d.rz ck. DECK CONTOURS FINAL PAY OOA!l'l'ITIBS S'lRUCT!JitE EXCAVATICE (TYPE D) STROCTOIIE BAOa'It.L (BRIDGE) STRUC'l'IJRAL cetiCRE'm, BRIDG!: BAR REINf'QRCDIG S'!ZKL (BRIDGE) MISCELLANEOUS METAL (MIDGE) -:: C : FINAL PAY QUANTI'l'lES S'nl.UCT!lXE EJCCAVATIOI (TYPE D) STRUCTURE BACKFILL (BRIDGE) S'I.'RUCTURAL CCECREff!, BRIDGE BAR REINl"CftCDIG S'mEL (BlUDGE) MISCELLANEOUS METAL (BRIDGE) DESIGN OETA.!L.S ., QUA.NTITIES 95 CY 25 CY 35 CY 10,000 LB 145 LB ,o CY 25 CY 35 CY 5,000 LB 55 LB .. Note □ -lr"'ldicatc-=,. l!:veri f"oot con+ou,_..c--'i, )(. -to' ioh:rvo..\~ o.\ot'""'l9 $+o.+ion line C.c'C""l+ou..r"":, do no+ i-nc:..l\,J,,.C.\e c.c,.mbct"" ContoLAr i-ntervo..\1::, at o.s• APPROXIMA'l'B QUAN'l"I'l'!ES FURNISH 100 Teti CONCRE'm PILING YURNlSH 225 Teti COMPOSI'D! PILING DlUVI 100 TON CCECRE"m p;n.e: DRIW 225 TON COMPOSI'l'E PILI! BRI.OGE REMOVAL FORll'lSH PILING (CLASS 70CJ DRIVZ PILI!: (CLASS 70) PRXS'l'Rl:SSING CAST-lN-FLACJ!: CCliieflll:ft SEAL CotlRSI COflCRE'm WA'mRSTOP 8,365 LP 2,910 LY 164 EA 60 EA LUMP SUM 2,880 LF 58 EA JGINT SEAL ASSBMBLY {MR 2-1/2•-Mll 4•J TUBULAR HANDRA!LING :WMP SUM 375 CY l6 LF 242 LF 1,756 LF 1,664 LF '2 LP LUMP SUM CCNCRE'm IIARlUER (nl'!: 26) CCNCRJ!:!Z IIARRIER {ffl>I!: 26AJ NAVIGATl<JN LlGHTING FINAL PAY O•ANT:rrms S'ffi.U::'l'UR.E KXCAVATION ('J.YPI! A) STRU::'l'IJRE EXCAVATION ITYP.11: D) S'm.UC'l'UR.E BACKFlLL (BRIOG8) S'lROCTIJRAL CONCRETE, BRlDGB Focrr:tNG S'lROC'l'llRAL CGNCU.:ff~ BRIDGE BAR REINP'ORClNG Sff:BL (BRIDGE) SLGPE PAVDl'G {CCH:RE'm) MISCELLANJ;OUS ~AL (BIUDGE) l, 220 CY 1,160 CY 1,092 CY 260 CY 8,885 CY 2,oos,000 LB 130 CY 6,900 LB A62 -BB B7-l B7-10 B7-ll BS-5 Bll-51 Bll-54 Bl4-3 L REDUCED PLAN USE SCALE BELOW ~ a lNCHES ON (111181N.t.l Pl.AN STANDARD PLANS DA'l'l!:D MAR.Cl, 1977 J EXCAVATION AND BACKl'ILL ... LIMITS OF PAYM!!NT (BRIDGE) BRlDGI!! DETAILS BR.IOGI DETAlLS BRlDGI DETAILS PIIZ DETAILS -CLASS 70C BOX GIRDER DETAILS UTILl'lY OPENlNG BOX GIRDER UTILITIES DETAILS CIP PIIZS'!RESSBD GIRDER DETAILS T!JBULAR HAND RAILiNG CONCRETE BARRIER ffPE 26 SUPPLY LlN!: AND COMMIJNICATION AND SPRlNKLZR CON'l'R.OL CONDUIT \MAXIMUM PIPE OR CONDUIT SIZB ,. 4 ') 15 S1antlard P(an Sh«f No. V--Oefuil No. --07 ,, ._.c V IND,x TO PLANS SBE:ET NO. TULE 1 2 ' • s 6 ' 8 ' 10 11 l2 13 " 15 " " " " 20 21 22 " 24 25 " " 28 " 30 " " 33 ,. 3S 36 " " " "' GENERAL PLAN DECK CONTOURS NO• l DECK CCIRTOURS NO. 2 f'OlJNDA'l'ION PLAN NO. l f'OUNDA'l'ION PLAN NO. 2 225-'l'ON PILE DETAILS AB1J'l'POm'l' l LAYCU'l' AB~ l DETAILS ABUTK!:N".1' 9 LAYCUT ABtrnENT 9 DETAILS HOLD DOWN WA'l'ER LDIE VAULT ABU'ftlBNT NO. l RETAINING WALL NO l ABU'l'MlmT NO. l RETAINING WAt.L No: 2 BOX CiJLVER'l' DETAILS PIER LAYOU'l' NO. l PIER LAYOUT NO. 2 PIER LAYOUT NO. 3 PIER NO. 2 PIERS 3, 4, 5 AND 6 PIERS 3, 4, 5 AND 6 DETAILS ?Imt NO. 7 PD!:R NO. 7 DETArI.S PIER NO. 8 TYPICAL SECTION CAMBER DUIGRAM GIRDER LAYOUT NO. GIRDER t-\YOUT NO 2 JOINT SEAL ASSEMBLY SLOP!: PAVING D!!:TAil.S . FULL SCOPE EXCAVA'l'ION AND BACKFILL DETAILS ~~ED CONCRETE BOX AND ARCH LOG OF '?'EST BORl'.NGS NO. l OP 5 LOG OF '1'1!:ST BORINGS NO. 2 Of' 5 LCG OF 'l'!:S'.l' 80RINGS NO, 3 OF 5 LOG OF 'l'!!!ST BORINGS NO. 4 OF 5 LOG OF 'l'EST BORINGS NO. 5 OF 5 NAVIGll'l'IOH LIGHTS NAVIGIITION LIGHTS . PttR LIGHTS =~~~~:s-rs • CHANNEL ~ LIGHTS "'f!T""NG NOTEf ... _..~ ,i.. ..... i--, ....... •IA•"'~ . . r.-...... .,....,.._a..__ C-: 1'c •l,&a:) .,.. ••-•;re• .,~,.;•11 .. .r ..__,,. •NUIAL: •1. 0.-,. •• ...._., 11 ., ,_. _," "'O.OIIOI. _. .... , ....... i.n_ ........ ~.11-, ............ -.......... , ....... """"_ ._ ... .-.,n ........... 6-Ill•- :t. r ...... .,.....,. .. o.nt••---•t• _ ........ __. .. • •111·•. -I. C........1t...._,.......,.,..,_...,eaic..1111-• ...... Mtllilt•-111 ■•.t.aell_l_..,_ GENERAL NOTES LOAD FACTOR DESIGN -.-.-no ... ,.,. .... _.._ __ _._.,_._ ....__. .... m-.~ ....... -------~ ............. _.,._ LIVI~~-.._.__..,___,.,.._ ~~ ., ...... ... .... , ....... ... ••• .......... • •• CDCM"Ta:-,......_. // 78' State of CALIFORNIA STRUCTURES • DESIGN 8RIDGE NO. NORTH ARM NEWPORT BAY BRIDGE I/ 1f ll/1'i. ORIGINAL. SCAI.E IN INCi-111!:S FOR REDUCED Pl.ANS DEPAIIIIIEIIT OF TRANSPORTATION PROJECT /)/, ~ .J ~ / ENGINEER ~ '77~_,.;_ POST Ml cu WO D,~.., .. ru pnn\.!< bearinir ••lier re~ia,oa dMeo - ::>ECK CONTOURS NO z 40 I I I I <J L ·" Q- .,,I • ,. ,. I i ~ C ...J w rJ = & .., ..,_ -- 0 <I) " .'! (/) L " ' " ;:r <I) Cf • CV 1:? 2 -t,1 '1 DECK CONTOURS I"= ZO' c~»}[. "~i"e ,~ ff 111 0R1Gll'IAL SCALE IN INCHES FOR REDUCED PLANS Note o·(Y\-our 1n':'erval~@ .r.t:>1 D -:ndic:.o.\~~ eve,:-, -fooi-co'C"l+ol.,lr"',5 :,r. -}O' intcrva.t o.'.on~ 5+o.+iori Li'C"ie C.ori,our-$ do not in-.;.,u.d.e. .::.a.mbe,~ State of ,. . CALIFORNIA STRUCTURES • DESIGN 7 DEPAIITIIENT Of llMISPORTATIDN PROJECT /"Y, I / .,? ,f ENGINEEII ~Z?Y: de cu I IIFUDGE HD. 55·<,.14 POST M ,. . ........ -.... L REDUCED PLAN USE SCALE BELOW I ~ J :5 IMCHES Ofrll CR&INAL PUN NORTH ARM NEWPORT BAY BRIDGE DECK CONTOURS NO 2 , WO 01stt<'l.l'd pr,~,.. bunq earlier nY,&ion due,, - q 3 3 4o UT/l_/TIES £1ust'Oi>1.4 Jr'3 'Rc {Tc, .Reum::un) 0 ~ Pt' ,,t BIJ:'h-l ,fi' 10-1-00. ~ ~ @ N ~ £49~ 05707.!J ~ 7"",;, Los ,,,,,e✓"r {AC BENCH MARKS I DATUM ESTIGATION SECTION PRELIMINARY INV ,. oam i-HOTOGRAMMl!!:TRY A$ O • TRACl!!:O SUJIIVEYl!!:O 8 ' E. 3 • 7< CHl!!:CKl!!:O l'lltLO CHICO Br 1-1 R ,.,.,_r,• S! Pro. -e I 14--2 + /~.02. B. • ..., =-A.Rn,/ 7SO.:JJ,CO'T.e,,.-,,-l42.t • ~,::/,i.,;p~ l2+31.3!J P.O.T Su/Kl sa,. 3BS. ~70 ----------- 49b. lc!.7 789 4 91;, 04Z.IO~ +-1./ OllllilNAL SCALE IN INCHES l'OII Rl!!:DUCltO PLANS State of CALIFORNIA DEPAR!IISIT OF llANSPORTATIDN ' -~~p.hflll ✓-2..S"&:,h <:a.-. / / ,,/· // r // ~'Top>'-II. /// ~.J • .58oh~ / ( ,o~•'~,,_ ~·· ,,.t ,2 ~,.f' ·=tf-.;.'Z,if '~ '~, '~ + • 0 '/ 2 • 2 ~"'/ "' y' 1/ q;.", :✓-;, 8 "W +--17 • J' -+--1.t:, No+e 5: ..._ -s~or .E/e-v. +Deno,ec-... r Q Oenol-e-,, bolto= llftl01il!!: NO. L I REDUCED PLAN USE SCALE BELOW I ~ 1 ·(IIIIIIUI..PUN ......... OFFICE OF STRucru7s DESIGN GROUP 55-614 l\iORTH ARM NEWPORT FOUNDATION PLAN E,AY BRIDGE 1 I cu WO 4 40 -M~kr B 1-£I• cf-M•+•r 3' . _;. Cc,.6/, o~e$ W,£1. . ,,_,,;,,. _.~.,. <>- © eSM .,~ ,-o' • ~ =,. <-r I I I I I I I • \ \ I N +-15.0 -G,,0 <J) ?S0+50 18 • EC2: ~ R1'w / +93 0 ·o +9.7 14S + 90. 11.?, +-12..a 0 0 0 ' -; . EJc" .,.___ -•' e / --•1 ti·--\-__ _:____ ~IC, • ' . t-«., • +L< ,,,, {"""_:,.. __ / -10 I J--!_ . ,~ 0 0 0 0 ~ ~'k I ... .sf -,r1t~? ,•f I/ '«<-'"' ' ) i c:f ,;< ~ ~ -,,c'~·,t=- cd,.M • ·«s< 0 ~ --- '";;;,., ~ ,;;;,::,.""-,;:::. ..,__,,_:;,;;:::; c:-·~ ·-.. , g. ,. ! • \ ~ ,· • •"""' -• -·= --~5~~~ < • ~~> .,. • --~r.O.C .. on~5£a/ongPCH ~ J' • •"' \ ,_.,_,,.,-"»••" ••~· ,,,:;:-'-odo,:;,,!r=3~~~'l.r-1-Av-·orv.s./O/Al~)";l,sov /O.D,,.. -10•-• • • '•7 • -,(. •,·••~• .,,_;,,, oF 8 ~-rro= N ;ro ,on,: --z.-•---~ Oo ~r•~ Bo Q~ ;J o--~~ · ---c,---•,f,.f • -'?'~-:C,B) ~ --~-.---, c:!-~CQ~;t·'!i,/~f'rO#f't't'-r('1/r~'A.C.-/ 7 , '/1 4-Sh'-w -•-• "'' '"' -< C .,., 0 ' • " --~~,SV -•· < ,C< .,<• •o -..-=° ! 7 xs'Conc B-'"' o _,, ./ ·•·-d O ec••· ,,,_ ........ , O ~-· .--= ='· /• • • • ~·-O ~-"'c ~----= ~ ---·-~· ~ -~ -·· __ ,, -·-,..,--... --~---.. ~;'/' .~ ~,c,,c-•--·-' =---·•"-~ "' ~,.. •• -"" k,::.,"~ ,.;, ,,,, ,.,,..;; • .,, """' "" ,..,,---·--• ('. I ~£P ~-··" -·· ,, ..... ,.., ·-• , , • • I ---.... .., ''"" •• _,.,,,. --""' • ·-··· 11· _./ --------- F,' -194~-R e Br; An ~/ p,;!,a,:,.,,1-I /..t ~ -------- o,el' -... ,.,.,. .. ., ,,,. => . , • ' • • , ... -, .. """'' .... .. _· • --~--_, , ~-''; •-~:--,;;•• ,_c • ~Poo •,,;7• • a, No<e> C ...:-, ~: kl."":;::.• --;, -;,,., ... :::c; =•• ',-'-;"'"'°' ,,,,,,. ! ! • ....-'° ••• ,,,•" • ' 5"0 <t_ RTE I J..J88"12,' 17"£ 49 N53~ 412..S'BB £+.5t-. 902.IZ~ DATUM ronc<' fo R~o; erov~/::: ~r .i,', -ss-~;o=r LJ O V ,< P~~ R'-I _.,,, ' ,.., ,, '"' ~•ks o ' " aarK1n,:;,, ,(o-"-. PC'-& ~Oo, o'< <• "00 . , • -· •· .. for ~ • '"9 e\eva.ho--r;4 4!)'4/ 11 '=" ·,:'°·'nq de• •' " ~-•34-.72<,,' e 0e...,--:•' ,.-::i.,;,c-.:r-d. QN'-'~157' ,c1 .. sr.e:.,,. ...... ·, _ pi:e , ;no~• • -,o.::1ou.\ E 49C. ;-.,/ 19-1' . / . .S/5 PRELIMINARY I PHOTOGRAMMETR;sr1GATION SECTIO SUIIVEYED "' AS OF, N 11'11!:LD CHKD a, I-/ DRAWN e ,..,,.,.,.. ~ TRACED Br fL~-7£_ CHll!:CKEO By DDIG'i "/;;-".'. DET ... !l.S Br .,,-.-" () II 7 " 7 11-18: ORIGIIHAL SCA FOR Rf!DUCll!:DL:~N':CKD State of DEP;!!;IFORNIA DF TRANSPORTATION OFFICE OF DESIGN GSRTORUCTURES UP 7 ,.ltOJl!:C'I" aNGINl!:11!:R I cu WO BRIDGE NO 55·614. NORTH POST NILi!: L REDUCED PLAN USE SCALE BE1.0 I W 5 INCMO ~ ............... J ARM N""✓' -,!-'ORT BAY BRIUGE PLAN 2 FOUNDATION \ I I I ' ,. 40 + c; " E i ~ ,2 .c + b ' in -"i; .)! ii Pt"1. Cut off" U,v-S. :.J<:::L-1L-~ ::= el loottom oT P1izr E..l~v -<'.o.OO I I_ Cons.+ jo,n't it"i s,hc I I ;.,. op+,ono./ t I I I I I I I I ~---;"---~ I ~ .c I ' u ~ .... I :l ·-.... a. I st;i I I I I I I -~~ I I ~ ) ' / V J; .,! !l. -.., eJ ~ ~ ... d) .c ./J .,; .)! ·o. "' @I d L Q_ efl "' .. 36' PRESTRESSED CONCRETE CYLINDER PILE Oe-e.igT"l Pr-opc:,·tle.~: Conc-c-eh:. s.+~s& f'c· • G:JOO psi @ 2.B do.~<::, Q~-=,ign Pr-e.:itre:i'=> f"orce ... 487,000 lbs afte.-c lobose.s.. p; le Load "' '2.'2.S Ton<:>. PtlifP &:se4 r Pilf Tie 11evauen• ~#3 spire.I rei~f INS1fit4 l.m!lla . *11. tote .......... -'"--"lL. ~~t l , .. _,,.o -52.0 -.,.o .......... ....... ...lh.. -6J,O -!!15.0 -sz.o •1•r J IOOT -<i,2.O -15.o •Col,O -t:.i.O -80-0 -~G..o •i•r J .... -65.0 -,1.0_ --· ......... .. .. -,1:.c -.., .. ..;,o.Q :#-4 wire spir-o.1 rcinf Pier 5 .... _,, .. -JS.I -ls.a Pi•r I .... ... .. -55.CI -n.o I" Chaml'~r wi.re I' SECTION A-A y: " ."2. 2. clc.a.r +o pnz.-=,+re:.<:osi-ns wires. ot" cable!> SECTION B-B 00 SECTION C-C 3/4."::i: t'-0" ems r. 11/n )'lJ"t-c.,.....,.L:. ,1 7f OIUGINAL SCAL~ IN INCHES FOR R~OUCED PLANS .,_ 7 IOOT -40.0 -40.0 -40,0 H•r I 1001 -50.o -60.0 -500 AN--.tt --u.o -.zs., -u., -4S.0 -45.0 -55.0 -ss.o ->0.0 -JO.t -45.0 -ss.o -Jo.o .3" c/eor fo spiral Wire spiraJ---1---<... • I I------ 70T P,les. to be Clas.s. '10C .s.ee § SECTION G-G No Scale. #// rd :..o .. tole/ t., ..oo,,,d wJIIJ CC!m~f---1-J_..J /7(".ls/~ //} .2 ... hc/4 co.sl or o'l'"IIA~o' inlop//e. No.t'e.r: l''c@,U/dc,!ls•t;;OOO,;,.sl l REDUCED PLAN USE SCALE BELOW I 2 3 ' -I 4 3 INCHES ON ORIGJNAL PLAJW --j ' Cl ., ' --- ' ---" .., 1 "' ll-..., ~ N ~ -. -~ ~ i ~ :';: l <\. ' WELDED PLATE OPTIONAL ROLLED J STEEL TIP State of CALIFORNIA DEPAIIIDT DF UAIISPORflTIClll ..,STR,_,,,,u,.,c,.,....,,RES -DESIGN 7 ~?'?--k cu , WO BRIDGE NO. IOOT PILE /1.loSc.ole NORTH ARM NEWPORT BAY BRIDGE 225 TON-PILE DETAILS fr.o ~ 7 +ct ..3 ~7 ii 'l $lope A:l. .... ,ng E.lev 4.00 \ •,;.~;,•,tot II /{ 11 e:-,c.p j+ Tdlcr- 0 1 I .. ,,JJ ~1'2." ~ (~ \ ' I I 0 PLAN ~fG, X !o'-0" tot-5 #11 lJ I!! l'L ------='---------,---------------- FOOTING STEP I Not~ Fot'" Pod. E lcvo.t,on o..nd.. Note A. -=ec" A.bu.·hnc.n+ .9 La.:;:,out";,h+. I OIUGJNAL SCALI!: JN INCHES FOR REDUCED PLANS ,-,,1~1 -.n:----:-----.n,J&PIICUICfl- lQ''7l()IU:r,_I t 1 1a.011a.5 1ae1,3z n.f "'""'"-' t«t 9?.'-31/e: --------------·--· ___ _____,' I i l=+te:r ------------1 nd ico:te.-=, ~old. Oown, Plo.c:e on "c.. bE:.twce.n beo.rins pad.$ '1n ba)'S. Cl"':,. Sho...,.,,,:"11 ~o\a.\ 8. 5~" ~old. Oown"$m'!'f fo'(' d.c::ro."1 l 'i,,. ' -~ N 2.S"'S:' -, ' " '· 14'~ ,, -, ' -"" ' -1,_,. ' a, i 'ls,, 'C>• I {' I ! -. ' . -~ --' -. H " ~( ,, -'· .-···---~----.-'' _______________ ....:6=c~=-•-_9=-•------------------I ' I ' I l ' ' ' I I I .!l ! I ! I ' ' STRUCTURES • DESIGN 7 cu WO I I I ' , BR:IDGI!: ND, NORTH ARM NEWFQRT BAY BRIDGE ABUTMENT I LAYOUT I ....,_fl,\TQ ~M'l'IT-OIIILY) I .___ 1'?1;;':rfl<LJ I I I I I I 7 140 I I ¾s [} tot 'I. *s--~ @ Co", plac.~ para l le! to 91rd.e.r$ "' - "'- ~ PART PLAN-ABUTMENT DIAPHRAGM o/e,Q,_.~•-o· ! ! i o--! i ' I I L I "'=' [J @I'\''_ -='° (s_ ~7~ I PART ELEVATION-ABUTMENT DIAPHRAGM 2.'-4" o/e,"•\'·O" ,,.-Thi':) por+iori +o be plc..i.ccd 1 / after s+n:s;,ing is completed. Join+ Se-a.! A<:>"=>embly "s,hce-1- / / / f,0- - I ;,, -.!. *Co ~ ' @!"," ,--=====:t'.'.::=======t.;::;;::::;;::!=::;=;:~~::+;+1,t;,~ *s ' fj // L---->s;-<1..1>.but 3 / "'--~:.__-~----/ ¼7, tot 6 "°s Q@ l'I.' ,it-e; to+ s -~--1--p-- #-e:, ,'-o• I @. 1'2.\ plo.ce. fX'D..:...··d le I +o 91rd.e-c-s ,, ',----------/-----~ SECTION C-C "'--*4 to+ '2 ' 'i/4 @ l'l.' -;,,;.r,--¼4 Gr·,:1c,.9e / / / / / / / / / ~-u .. --*s, to+ '2 1J.l'.l.---1ei----·•1 '~-f--/ to+ ,:;... ~ "--+,----~ ----a~f¥;;;.~F4-:±:/==4 '<t -.:.. ./ "'9) ~ \81" ABUT I ~·-~'.::'.::"_"_...bJC0,rL<!~~:>"'S...-.J. n7 jChodod -,n #5(E'1'2." _.,.. '2.-*1 L in F'ooi-1ng Cot"nc:r· '2.-•eo (!.~• in Fooh'C""9 C.Orner CORNER DETAIL /I 7 /I 7 f! State of CALIFORNIA / DETAILS QUANTITIES a,~ < DEPAIIIIEIIT Of TIAIISPORTATIOII 0R'GlNAl. $CALI!: 11,1 INCNl!:5 FOR REOUCED PLANS STRUC PROJl!:CT l!:"IGll,ll!:t:R cu w0 0 ' N 1.9 (f) RES • DESIGN 7 ----------------'----------~-----·--· I 180 18.5 •H"H••o CIVIi. ~ .. •u■ --• 1 ................. Y.0 t¼vemhec .?<Q 1929 ! 4... Abu..tment"" ~ 6e.o.r 0 l ~ S l REDUCED PLAN USE SCA!.£ Se.LOW I :; 5 INCHES ON ORlalNAt. PLAN J $ee Joint Se.a I A-=,5em bly ,,,s'nt. * 1'2" at wafer lines (24') 11'2.aeX..p jt Tdle't"' .,..---"G. '!J @:',"und.er F="'", @ G," between p:,.ds. 1 s, tot 6 i -----: --- ~....--0----7 t -- 4'cl T- SECTION D-D BRIDGE NO, 55-G:.,\4 NORTH ARM NEWPORT BAY BRIDGE p ABUTMENT I DETAILS I I E,' ~ Co" \ (, l \ C 3 ~ \ ?-' ;J. i ·o 1 '6 \ -o "' 'tn -;\\ \ IP ,- 0, \ "E, @ c,," x 10'-o', tot e, 0 2r,,• f11,JJ tot 1----20" • le vet PAD ELEVATION N.o 'oc.o.\e. 4/72 Q lnclicote:.s, t: ~ pH« bcdt<:r V -Sei'wa~r Line \/0\u..lt,.,sheei __..-tnclico.Te:$ Hold Oown~. Pio.cc. on de.. bet-.vee;n b:~.o:r;ing po..d"':. in bo.:;:,~ et.s.s.how-n, Tot C... 5ee Hold Oown"st\e.c.t Tor d.e~d".. IP ,,, -- \ \ \ E.dg< of" d.cck ,Wirs=II LOL <t_ A'ou.4.,.,nt_ ::- N '2.5°55' !4'E. Oee Note A PLAN * I! _JJ ELEVATION Note A ~·-r,/(. r II " --,nt " 71 ~-..),+,lil'\-ibr'\ !!-'l~ ORIGINAL SCALI!: IN INCHl!:S FOR Rl!:DUCl!:O PLANS State of CALIFORNIA DEPAIIIIIENT Of TUIISPORTAIION STRUC PROJECT ENGINEl!:R cu WO J; RES• DESIGN NORTH ARM NEWPORT BAY BRIDGE • ABUTMENT 9 LAYOUT 'f 40 I 'I . J I I I r \ T ,---,-----7 I O ' • 1 I I I I I l I 11 \ I 1 ' \ • I I I ' • J \ . PART PLAN -ABUTMENT DIAPHRAGM 3/5" = l'-Ou (\,z_-41-~ /5-""6 . • l f' l... A.bl.A +men+ ,---~ -----.. 6, +c,+ ~ I I I \ . L ~ ~ ,' ~ w,~-H'-+---+--+-l------l---l--i-Q-),___ ________ ~_ . - " ____J (!! • c;, •·ri· n, pl~ pc,ro.l el io gird.<.,._, 7 ~ PART ELEVATION -ABUTMENT DIAPHRAGM '2'-11 • • •/ 1 . Thi'=" portion to be. p1a.c:cd af'+er stress.iri9 i~ coTT"lpletcd Xe. "Jo\nt 5ea.\ A.<:,5:tembl_y" 1=,ht "Go, to+ 4 =\9! I : II ' I \ I ' \ I I I : [ I I I ' ' I I L_L.......r_-..r:- ' ' @---------/ '1 u~e -c-einf" o.~ egha...,.,,n. I Wedi +h1ck.ne.1=.; to be. ~•-'2." j l I .! and 4.hminc\ to re:inf". ~~ , "'l---_L___L____,I I WINGWALL ELEVATION SECTION B-B 1'1 • ~•-o" State of REDUCED PLAN USE SCALE BEi.OW I . ~ ~ 3 11«:NEs °" ~ ,u,, :J j IIRIDG£ NO. ms C:.,.,.,.J,,,,.. 111'/f ~F n 111 II I ?j CALIFORNIA STRlJCTIIRES -DESIGN 7 55-<,,14 DETAILS OUANTITll!:5 a> ~,---.,,I I I ORIGINAL SCALI: IH INCHES l"Ofl IO!DUCl!:D ~LANS DEPAIIIIDIT Of TIAIISPOITATION ' I I ' I ' ' ' ~IIOJl!:CT l!:HCUNl!:l!:R cu WO . 10"ff7>,-.af I 1 /iff.(J/ /:9-5 19; 1 2'-c" SECTION A-A " I. 1\aJ... ts~• · 1'-z 1 •, ~ J '0 NORTH ARM NEWPORT BAY BRIDGE ABUTMENT 9 DETAILS . . '2.'•Rod,d-e lg (A-¼)- Plo.ce !==I le I ' +o gird.er$. - Y4' pol~ s.+:,,rene \ _j___ ELEVATION I\... T$ 10 ')(. C.O ,c.. ~I= <.\:.. .b..bu..+ment . I rb-=- HOLD DOWN I Yz' • 1'-0' ' ' 1-,.1--,wraao-AL-...:i-°'!""'I~ 1071O'1"0.I I I 18,0//••:::5 f'.J£11P v <l.. \J.otd dovvn n ~ ..n~ I t.rr-~ I - +--A. I f . --~11-----·-'11--~A, ___ _1,?--t_ ! "'j I y l r-- i " '2..'lt"• hole C <\... Rod--z ..,[ SKEW-20° PLAN u j ~ • -f~tomofoh ~ deek JO!Ot ... i-cith ¼..~ poiy'=+yrene ./' -+-----4 No'te: De-toil boli.s to ,rii:s:;-utilities wh~n pr=en♦ in s,d,..wol I,; i V -I - -=c- -' . --I/ - -== -------"o> -I\ , - .:S: 1~ = -· /-i ~ ¼. ~ It. A ( . SECTION A-A i Y2~::. ;'. O" Note A.\\ meta.\ to be 130.lvon1~cd af'te:c fabt"'1ca..tio'C"'I. • j REDUCED PLAN USE SCALE BELOW Y::: I 2 I I 3 INCHES ON 0fNNAL PLAN - J SIDEWALK SECTION A-A EXPANSION JOINT ARMOR DESIGN State of CALIFORNIA IIRIOGE NO. Di!:TAILS STRUCTURES -DESIGN 7 NORTH ARM NEWPORT BAY BRIDGE QU/1.HTITIES B, t . DEPAIITIIEIIT OF TUIISl'OITAllOII HOLD DOWN I I I ' I I I ORIGINAL SCALE IN INCIU!S FOR REDUCED PLAN$ 0 1 2 J "· '' I I I I I I I I ,, I 40 ~ '2.4" water Line r===\:.-'2.'·o• No¼ A M.o.n ho\e. fro.me and co,..,e.'C' +o be TurT"'I ,"=>h2d. b;:, .+ne c,~ of 1-.\ewpo?:1' f!:ieo.c.h . co . ,,..-;;L-l1-0" min c\ to ~ fro.TT"\e ba':><a. t Note. Abutment 1 :,ho......,r-,. Abu.+rnen½ 9 similo..r ex.ce.p+ foe 5k.ew. rFin \5hed gro..d.<z \ "' Slope to d-ro.·,,., PLAN o/e,"= ~/-0" Abu..+n-,e."C'I+ bo..ck""-"'-0,11 .Q!J___::=::±=:::::.:::-=l:.:J Cla.'=>~ 10 c. P1"\e (u~e:. AbL.J...h, pile. +if ele"~·) SECTION A-A DESIGN OE:TAILS Abu.t. bockvvo.\.l Note. A en-11 'U-4 !'}) II 1f ORIGINAL SCALE IN INCHES FOR REOUCl!:D PLANS L.......J L.......J L.......J L.......J L.......J L.......J $lo~ +o dm_"l0 SECTION B-B Vz. •-= 4'-o" State of CALIFORNIA DEPAIIMEIIT Df llAIISPORTATION STRU PROJECT ENatNEEII cu WO RES -DESIGN lilRIOGE NO. 55-G,l4 p -• _,. -.W: -ll&D--l'Cl'l'AL-.C:,J _, 'if;-. 07 0n::i. .{I IP?.,; 93 1.3?; a 1 :13..i.. ~~,;. l REDUCED PLAN USE SCALE BEloW I . ~ ~ ! IIOa: 0N ~ PI..AN ~ NORTH ARM NEWPORT BAY BRIDGE WATER LINE VAULT l'Z. 40 i i l j 10'-o" ----=~-----+--------- Yz"ll:.'1<.P jt Filler ~-----------------------7:[;; /--i__ :: T-~ 't..le.v 2..S,O r---- 1 I E.\iz:.v 'l..50 £.\<Z.'1 1.40 ELEVATION , , \ ,, ~ I: : I I I ,, J' , , I I I I I I I I I I I' I' I' 'I I I I, 11: :11 I I l ! C.lcv o.o ____ J ' REDUCED PLAN USE SCALE BELOW l I -~ j 5 tNCH£S ON 0R1aAL PUN *G.,tot :, Note. P;,a.trer ½_, 11. 4" SECTION G-G Structuro.\ Conc.:re.1TZ b~1d9<: Foot,-rq, Fosr-$~c.1" 1 o·n'::> o:ncl Deb·,\._ t"iot s.hown ';;£.£..., Abutment \ Rc.tC.:miY"l9 Wo.\\-N.c '2.'"Sthc.et, (:/ lnd1co:¼.s. \',':> p'i\~ b::t..t+e:.r. V -01 t'-41 Wo..\\ LOL ,tt--'"E,, to+ 3 l'-10' I #11,tat~· *11,mt ! • SECTION A-A -------------------------------i~o_,;,;,.~,~~x•:•2r.i~±3'-"'~~--;r.:_-~:_:_:_,:;:, __ :-;7~e:J:,~c.,~>;_,l~[::~;;,::·:.::;,,~;1,_,~_-_-_-_--lr----Ssi.ta;it:;;e~o;if;---7r-.;_ ________ ,::;,;;,;.,, • .;,::;,:;:,.::'1"':":'.~ ""'" •·1d,u../ _.., 12-!3 --, •• ,, ,, CALIFORNIA f".s'.;:;TR~u~c,.,_ru.,R!l!E-::s~-~o~ES~IG.,,N7 -f::::;,:;e,i'.;-ic.i,4crN.:..o~RT-=-H~A~R::M~N==E:.:w-=-:POR=.:.T_..:'.s.:...A'....'.v~s~R_,_1.'.::o:..::G~E=----1 QUANTITIESB~ ~'~.: ... ~ 11-?t DEPARTIIENTOFTRANSPORTATION ;:~::~:R 5//4~ p M ABUTMENTIRETAININGWALL-NO ORIGINAL SCALI!. IN INCHl!:S FOR Rlli':l:IUCl!"P Pl-AN$ cu WO DiaNpl'd pri'"" beariq e11Her tnia, .. dal,H -/~ 40 #4@ 1'2..' +op and bc::i++om /1 i I " I I ' ' I ' I 11 ' ' I I' I I ' I I ' i i ' I ! I ' I ' i ' I i \' I FOOTING PLAN .¥a·"' 1'--0" -: i j0 J,+ot4 ,· n I . I I :t (p J -e ?J. 9' tH I +o+ Co -~--1:' i I (3-tt-G, 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 ' 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 ' 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 I ! I ·+--~- I ' , I I I ! I I I ' i : I : : ' ! I ' ! ! (,N. e, >. \Q'•o"' ~---' -+--+--·~'--+ I I l I ~Ll i I I ' ! ' i ' I V\#~ . .,,_ ,~·-. a~ ! I I I ~ ~ tmt I I I ' i ' i I I I I i loc+ter ½., 1'2. 1'-4" ri-Wcl\ ;OL #-6, tot ~ ~Cf>--- "' 4 @! tP," 4" c:I T_yp) ¼4~ 1'2.-bot+omo-f4bofin9 G, ---J<!c ,,. "4<1:1e," J_ l?o..ck Fa.ce ' ' .fs)'j______Jj1 tot 7 SECTION C-C 3/e'•1Lo" I i i I I -+ i-i-+-+-+ ! 7 I I ,\ I ELEVATION I I 'It State of BRIDGE ... o. I I/ 1K CALIFORNIA DEPAIIIIIENT OF TRANSPORTATION STRUC RES -DESIGN 7 PRO~ECT ,-?,// __., "4. L _ EHGI ... El!:R ~ 7/~ POST M ---07 Ora !, ELEVATION E-E- SECTION D-D t REDUCED PLAN USE SCALE BEi.OW I 2 l . I 3 1NCMES 0M 0RIIUW-Pl.AH ___,.,---1't4 Q e n· ,,,, i<>t 'l J NORTH ARM NEWPORT BAY BRIDGE· ABUTMENT I RETAINING WALL-NO 2 ORIGINAL $Cl<LI!: l"I INCH!!:$ FOi'! l'IEDUCED PLANS cu WO Disregard print.II ti.ar,ng esrlier ,.v,aion dMes --1>1.ftl_lJT..,_OHl,..Y) 14 40 • ' I I I I ' , I I I I ~ I I I i I " I I I I ' ' PLAN __ stn • ..t.o+u.r-o.l Co,..,,c"'C"'IZ.tli:. .. !!:i!'.:i'"cl==---------..J' 1a: 9'' I f~ -·---~- . . 1-. I~ I _,. ----M.-- 2"¢cored hole or pipe steeYe L ·1 I ~ ;.,!,, I0/1 nra. I I I .O//,.Q,51.961 -== l -/'rf, boll; or threaded rad , ., ..... -.... a. f. ~cu.Pv.. l'i"'il. :,•" ~ w/nuts ar.dh"x5i<5" ff Waster ,,..Tu--E<> A/,..,vem . ./:;u•20/. .. ~';o , all galvanized@ 12"ma,:, ' I ?' '='--R.:=--='==l----7 Epoxq morfor as required fa s,:o/ Joinf. 7---.JL.--"/ ,,, n~,2 0 l l I -SE:CT!ON X-X No Scale. SECTION A-A ,, . ,.,.,,..--¾ min. chomfer{typ.) . _#4@10 ( ____ 'L.l,..---' ___ ,,7L__l@414 REDUCED PLAN USE SCALE BELOW L 3,~!s°"~~ :J SECTION B-8 . . SECTION C·C , )· •• =· -------------------------7t-r,_:-,_:'._:-_--1l:::-_-:..c_~'"''-i-'1!:_Z:_~_~_-_;:_:;:_;_- 4 t~.:c~.e.f ..c-"'==~i:";..'."_-..'.'.-;;,,.; ,,.;,::::.r--7sa1a;1;;;e:-:o;;,~--T---------, ... r:...,:..,;;,:;._~~;:-_:.r----~//2 ~,,-:_ ~ 1 '~ 0 :" _______________ J DESIGN s, pll-,f.,L.±:;, ✓-'•?A ~[ c.....,1.._ '/7 SRtOGENO. mm "' J, +-s;"-,,,~ •S',B ''i,i't ~ uht CALIFORNIA STRUCTURES• DESIGN 7 55-614 NORTH ARM NEWPORT BAY BRIDGE ! QUANTITIES B, ., • ~ ~ c--J.++•~ 11-,t nEPARTIIBIT oF TRANSPOrr1noN ;::1:;;R ai~,A-f:.-4. , PO sox cuLvERT DETAILS ORIGIW.\L SC.\LE IN 1WCHES FOR Rll!:DUCll!:O PL.\NS I ' I ' I I 0 1 2 3 I cu WO ! I I I ! I IHl!l!'T o, I I 1s 140 I I I I I . I V~ R::-.cif1c C0ets.t 1-\wy 71. I -'2 '?i.&;, II ..._ _________ _ ---se,'-o¾' 4'21-7~e-: 2&>'-10'¥e,• . Non, For Sec:.hon D-0 S>e.lZ "Pie.r .Lo::::,OI,).~ No O''sht ~-~-$-t_r_u_c_~~~e--, -~---~i,,-----=------il +---____ --L_L_ )~o\id--,,._b we.I\ \ -_/Qi ' V . ': : I : I .TI u u C:09'-5" ELEVATION . ' 1-.1~1 ~ I /R. :')I/B.5 r 9711 cu. 1'\.Ji.. / ~~~· I \ I --I I I ' l L.d 47'-3• ELEVATION I ~! \9 • \S ' ) I llj -I ) - 3'-d:I '1-, _____ _ NOTE: Seal aMSe to be placed onl1 ~ ordered by FOOT ING PLAN 14~ spo..ce:5,@ 7'-2.¾~a'-•--------~----<; / .,·-o" FOOTING PLAN i i i i I : ~ne:-:=e:..~j~~ l 11 = \O' Nol<: lh1dlness to be IISld will Ill ddl:m1111d in 11111 held by 1h11 fllri-. WIien se,I is not used, Ille bolto. ol 1111 ftir,orced foot111 Wll be placed al Ule tll'Wlhllll UIDWII tor boll• of s.tal. For S.ec+1on /:)..-A. o:nd.. f.:,-e, see .. Pier Lo.you..i-No '2.."''::>r'lee,t ' '--n----+------l---+------+----~ ~~i ~\~II_, I I' i-1u ___ u ___ o,:__4'---'--=o_• -------+-~~----~Sl'-_2_" ______ __J I ELEVATION !---'t. '=:.'rr~tu.re , FOOTING PLAN I" ,,....._, -...... ' , :n1 ~I f • I I I i 3'-0" c--- - ,r- ~) ~i ! ,{_ l. P1,or 3 I c.;;;f_ r ._ • V. 11 In c~~ ~ 11/n \ , I I :o:~ State of CALIFORNIA ' I <L Po.c1T1c:. Coo.<::.t 47 1-5" '2'2. ,_ I H l Le:"c I Line Smoo+h Cu.'C"'ve: ELEVATION \ l REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES Ott OININAL PUN -~ E.I~ 7.0 \. Xc'1Pie.r Layou.+ No i" , :,hee+ foT" de.to.\\~. 'I f J ' t S 5po.ce':>~ C:01 -2 ¾" ! I 3'~o· f---------~-=---===c..=c.__=-...cc.=------------' ,---l FOOT! NG PLAN l"•\01 DIVISION OF STRUCTURES DESIGN SECTION 7 8RIDCil!. NO. NORTH ARM NEWPORT BAY BRIDGE POST Ml QUANTITIES s., " c_ .... J. +i,;..,,'l:Y,. 11-1r DEPARTIIEIIT OF llANSPORTATIDN PROJECT /'-/J~ _ J. ..#'.,1 _ / ENGINEER (,,,,LJ:j/_,ie-t,,.{ "?,;'~ Pl ER LAYOUT NO I I I ORIGINAL SCALE IN INCHES FO!'I REOUCED PLAHS cu WO -l>ATTII-...-Ol<'lff-C.L'(J ,, .. ,, I I I I 1c. I 40 - -i I ' I i ~ I I I I /_ I I :--. "' , ' < ' 57' 9Y2." - I -I , .• ' ' -1 ,coi !'-~· • \ '" ' -· ~ . " • I Foe Odo., I ii no~ £hewn sc.e"No.v190.f1on Li.9hht"'l9 Octa, 1-=-"Shll!ets.. .. DETAIL D N(:) Sc.o.\t: ':>':>'-10:Ye' 2.1'-oYa' \ ELEVATION FOOTING PLAN i r i i I -1,-.;- 4-o'-.9" I t ~j '9 '3 ' .---'L P,er E, ' I " I 3Lo• ~---t - Sul toUrse to be 11l1eed only whe!I ordered by Ille Engme,er. bt1111!ed Qllilllhlies involved are based on the seal th1ckrless shown. Tile lhicknell to be used w,n be oettrmi!lld in the lue!d by Ille Enrmttr. When sea! 1s 11()\ used. 11w: bo(IOll 01 Ile 1e1nlor~ footi11 WU be pi.ad ii the ele"o'ahon shcml t01 bD!lgai of ..... ---------- C ' ' /-Is... P,cr I SECTION A-A . 1-.1-- l1J 117 ,, r. ..,, """" • , .. '. :.._-__ ··__,1.·01 ·==6.t. ✓-'!.,~~t_"'..,_'9:i::"'.-1i"'.1.7.~:q1_;'7"z_s9~-.. 5 t h.,. ;_.,..,-'L P,cr r~/ru~ +-/"i'= /l : 1\.9' 1t.9• l REDUCED PLAN USE SCA!.£ BELOW 0 I ~ t=: !l~ONOfallNALl'UM ' ~ote J +-I 0 1..----L--- ~ ~1-0., !1-0· _:.._:: ~~ !'-G • - i ' Pier f? SECTION C-C P1e.'C' 5 ho.s. S:tol~d ~bwa\\. :fl • r--"---'-----~ 0 +-_, ,fl m ,) _._ Cl 'I -~ I-\'-o• 1'-011 ~ ~~ e-1o" - ·c ! ~ :. • ..,J -~ 1l SECTION B-B Notcz;. P1e:r '2. ha-s. '=:.o\\d. "'Neb-..,..,,io..11. I - 8' ,-7/JJ..,. -I A /_ m·e //_~J...... 11 / ,p State of DIVISION OF STRUCTURES BRIDGE NO, om,c, ''/4,/.4-L ,_.,,, 'me" ' , 11/7f CALIFORNIA r.D:'.'.ES~l=GNC.:....::CSE';C;jTf;IO°';N~7-;_i::5i;~.:T~<:rn:;,'4qt--N-O_R_T_H-:::A::-::R~M-;--~N-:-E=-W:-:-:P~O-R_T-:-B=-A_Y~B=-R:..:_l.:.D..:G:..::E:__--f ! . ~,·r.· __________________ 1 ___________ ..Ji:•:::~::;,•T;~:;:":'l,';_' "~:;;;2; •·::;:;;;,_ --r..J•=;-;"~· ;;~·;;,~\,;,"';:=,"~-;:,7tf-+DEP:;U:m~=IIEllrlT~Of;:.!1IAIISl'Offlr:;=~llOllr=+~=~?•t;::•::';;,•_~~~~~-6..kT,:::::~::::::~:::-::::'.""~P;I :E:R~~L;A;Y;O~U~T~~Ni0~2~~=~~~~~~ , I I OIUGINAt. SCAt.E IN INCHH I j I cu I ...,_IM"-& __ ff_OIILTI ■ _..,. .,.. 1 __________________ ..1-_____________________ _,_ __ ,_0•_•_•_00_,_'°_'_u_._, ____ • ___ , ___ , ____ ,_..Lw:::o::_ _____ -1._'_;a ... _.,_"'_""_ •• _._'"_"_'•_••_-_1i•_~_••_•~_,_-_,_-___ Ll'-::c.1r.:..v-.:..•·::.::1:J __ IL_TL_lL-1_...L_L_LI_Ll111 I 40 1 ' de... Pacific. Coo.~t Mw.:, 20'-4" <le.. 51ru.ctu.re ~, --------J---t------- '--,T-------t--;---7"--r--+----+----~-.:_J1 NOTE· Seil course lo be placed only when ordered tiy Ille En11neer. Esh..ted quarrtibes 11PtOIYed .. based on lbl seal llliclcne$, sto.11. The tltitbless to bt 111d will De delelall'led IA the field by lht Eftailleer. Jllen seal n not il:srd, •. the botlca of lht1111inlcwted foolirc WU be placed at the tfaaticllt shown far boll0111 o1 ~ .._... ·-.-<'Car VI U"I sul. • '1 - \'-Gt - i ' ---" -. --=-'6l ELEVATION •· \ I '2.0 ptle space'=> ~ ll' -C) o/e,' s.t'-o" -~,;.F,;;;O;,;;;OTING PLAN \" ... ~o• -. . . ~,·-(" ':ll~-::'I '.11 ~ ' • L -~1 I I'-(., - Po.c: i f'i C Coo..-=,.+ #-,twy ~ ELEVATION 5'2.'-G," r 07 11..i.. Notcz. For 5ec+ io"C'"'I c-C s. 6-e, see: \IPiQ:'t""' La::you..+ No '2. '5ht. Sold 'Neb v-.b.11 'a ,;, REDUCED PLAN USE SCALE BELOW L \. l :I INCHES ON OltlUW-Pl.AN J FOOTING PLAN 0) 7 "' -.:..1 SECTION E-E Y4'1= •. '-0'' ORIGINAL $CALI!: IN INCNI!:$ FOR R!:OUCl!:D PLANS State of CALIFORNIA DEPAIIIIEIIT Of llAIISPORTATIOII ~I ~1 ) f • ~! o\... Sfruc.tul , C <I... Pie,:- SECTION D-D BRIDGI!: NO. NORTH ARM NEWPORT BAY BRIDGE p PIER LAYOUT NO 3 Oi•reprd Pfi•'-' bearu1.g •arliw rt1viaioo. G"""• - 15 40 I * <t G, 7....UJ e '7" f' I 11 : • ' 1•,-i_-i,I (_#~@ 7~ mo..°"' at "::>of"f1t @sWmin@.b::,rbn of -foo+i'ns '~#-G, ( ~ @<..' I t ' ' I L , I Lj w SECTION D-D I I '11?4,to+ \'i, - '\ w • -. . . . . - _____ \/_ ~ JI l'-(4,"T::tp I I I I 'I< Plo.c<epa.=ll.,.\-lo9trd-e:-c-s -,~<1'..l'bct-F,c=c.-..tHw_y -ll'it51...J'@!'2." -'ll'~c;,1-il.f@7' •-•-• -•--~-•• f~ / PLAN t 1'-. REDUCED PLAN USE SCALE 8£LOW I ~ 3 3 INCHES ON ORl6lNAL PUN -=1 /\ r 1 t------~---------\\ □ 0 --------,----+--4-------1 • J.),.1--'l"--tr~ -fcf 4 ____ _..---'----.I I'- / I'._ l # :'<. I• C!!,.'-rz._. ' i --, ' ' ' l.l } P\o.ce: f"ro-m '::>lope +o vertico.\ Hook ar0llld horiz . and vert. bars.-. 180° bend '--' with 10" tail--.11 • _ -~~~lM 0 r~ !el for tight fit around bars. ELEVATION t'cl.(min.) -Face of t cone. z•.o~ 'l.'-o" #" 4 ~ @I~ ( / - i=', tot 4 ' . • TIE BAR DETAIL Symme+r,cal . / 14 @ 1" rncw. Scale, None I c.bou.t ~ Structure Z..j ~t14,r+<• ; J . I . ~r~~- r-1~ I t ' '-• v : "" -. " ' I --I I . -I/ . i / ' L *1~@ 1°mo.x -, / . ' " "- ~ ' • • I r• ~*e, x 20'•0· to+'l. -+--'--tr - ---, / / r ct,,,,_ z.o'-o• +o+ i. <- .,,..-,t4 t,~., @. l'2.' I / f4 =<!.1'2' • ilG,, tot 7 '4fea e i'z.t' ! ! -I I / ..--- l-f,Hi..eli I - / // / --0. 1'-.."'- / - . / ::1. .,,. r-7 r -, , -----..!.A•_'-.. __ c_' _,: L..,.!__. • SECTION C-C SECTION B-B ', -;r ~ ,--! --:::::::r '9 ---r:,;;::::r Li,,__[ State of CALIFORNIA CIUANTITll!:S BJ ,, /,I•~ / D£PAIIDIDIT Of 1UNSPORTA110N I I ' I ' I 0 I 1 l 1/'2.11 '= 1·-011 STRUCTURES • DESIGN 7 cu WO 9RIDGe; NO. SECTION A-A NORTH ARM NEWPORT BAY BRIDGE PIER NO 2 ' I'°" 4-0 ! ' I i I ' I I I I I I I I I I 4e,'-o" r, .f. 1\ l'I. /~ ;':.-1e, >< 4e,'-o', -tot IH<■H-&D, . / \'2. oana,.""""' '' { ' ,;+ /'.e,,eo,-,t, tot 8 -~-~ L#(b-A4~1~0a, tot ~ ( ' ' \ ' I ,---.\-~• ' ', ·, ii ', \, ', '~ ' ' ' ', ' I '\ ', ' ~-,, ~E ''\' ' ' ' ' \ ', '\;,~':-,;', E.d.9e " ' ' . •. ,', :. '\. ', -~ ' " . 6 , -' ' '~~, ,:-, ,,,_ Edge of deck Note -, ' " ' ' '' ' "' . Tl\\ 4-"s 4-irll' . _f ¼11 @~ mo.-x. @~o-f='Tt+, t @ S' min @ bottom foo+rr'9.i plo..c.e Frol'Y'\ "=>lope +o C.. vcz.-chc0. \ .. To1: of Foohn9 , i1e,,.21lo',tot l'2.. -·c:··----• 7 --z._._....-, 3'•Cf' I I I ' ' ' ' ' ' ' ' ',, \_ ' ' ''\ ,, \ '· '', ~' _) '~ ' ' ' ' '\ ',, __) '---> ', ' ' '---~~ ' ~ ~, ~ ~ .. . . ··--. --., '~ ' ' --, ' l ' r-~ ~ -,-' ,,---',~, ' r-' ', ' ( ~,,-l ' ... -..-~--,' ' ' ' ' ' ' ' ' ' ' '', ' ' ' ',' ' ' ' '' ,, ,,,, ' ' ' ' ' ,,,~ '~ ':':I', ' ' ' ' ',_ ', ' ' ' ' ' ' \ 1, ' ', ' ' ', ' ' ' ' ', ' ' ,·, ,,,,,, , ~ ~-• _L--------4, \ Of ' -1~ . ---·~----' -. LJ \r..,.,o\/ lW TOP RE I Nf"ORCEMENT i!e,,-"~ ~-87 ~~ PLAN --.------~- teo stirrup$ '=>::,imme.+r1co.t abou..4 ~ 5-t't:'""u.c:h .. ..a.re. '18x45-0: to+ \'2. 3/1c.o«•1 1-0" ~\~ ~ lnd\ca+izs. b.A.ndle:d b::l:r·'!i @. 9" n-o-,.,. ' 32..(? 7" ~c.· Place ~1"\rr-u.:-pc;;. pare.Ile\ +o g1rd.e,:-s. ~ '5+-t--uch...1,:re. ~ ' -~ \if\!', co-c--.t, to+a Jib-..48'-o' +ot \'I. ' 0 / LJ □ 0 // ,, \ \e," 84'-o•: tot B IB7-l\ /I *t& x4-4!-o-, tot 8 ~ I : \, i ~ L- I ( I \~,\ I \' I 1! '' 1111 \ \ \ \\\\\:8 ' I I I I I ' u IU e,'-o~ I -lie,, (LJl ' ' "'I 4 i.1-0• '2.'2.1-0• -' ~ 41::>'-G:," I 24'-o" . -V . !9'-0" - ' -' -, I !--Iott I • 1· -1_ #tb><-91'-o•tot,. Pier 5 ~no.......,""', o.nd a, ::,1~ilo.r i I __/ # 1b~4e•-0·+0+4 * If'> ,,_ ,,5'-0; tot 4- \ I ' • , ) / ----- *IB><-02'· 0 0' +ot E', / , L <l-1e, con+ tot 4 V\ll,,z'-(f,+o+~ i in :,e,@7" .iili e l'Z'max I I *1 @ n" mo.y,.. I ... c., SECTION C-C /'l.' =-l'-O" ELEVATION DESIGN 81,ffr-,,,.__,;,/ '7,_ ,7/ f... ::.,..___.;__ fl 7I QUANTITIES 81 Choe __ _;.,~it\~ \ \-i? ORIGl!,fAL SCALE IN INCHES FDR REDUCED PLAl"S -117 fli oe1<. 7" State of CALIFORNIA STRUC DEPAIIIIEJIT DF llANSPDRTATIDN PROJECT ENGINE!i!:R cu WO , #c., l1J RES • DESIGN 7 / *\6,o:,'2.71-0:to+ t'2... j c;,-•7 ..... I . "-I 5-o• !. l'l.' ma.x. .. REDUCED PLAN USE SCALE BELOW t:: I ~ 3 :s ~ ON 0llt8lfW,. PUN --1 BRIDGE NO. NORTH ARM NEWPORT BAY • PIERS 3,4,5 & 6 -DATIEl~l«Yff ... ..,_Yl BRIDGE 'I.O 40 . ... l Hook orcx.n::1 horiz . and vert. bars . -.....__ _ . i4'cl.(min.) ,-Face of t 1 cone. 180" bend ~ • with 10" tail -- •2r ~~~~ fit U ~ around bars. TIE BAR DETAIL Scale: None I • . -" ~" 1:-Jt: ! -0 "'..c t~ I t"' 1,J ORIGINAL SC: ... LI! JN INCHl!:S FOIi Rl!:OUCl!:0 PLAHS "'l l . ! I lao . -.. I ' I ,. I I I"- ~ ;', ;', ... -- / / / / - ·/ I ; ... - / I l I 1 ' • cll1e, cont, tol B @ 11-18~48' tot l'Z. ;,,,--#4 ti~~ @..!'2.w 4'cl. ;!f I(@,:,," mo."' / cu WO L REDUCED PLAN USE SCALE BELOW ~ a INCHO ON 0MMW. PUN .,.. ., ~ j I r: ~ - ~ ~ L i '' $ f . - IV / . 1-. -.nl ------'l 11..,ro.l t ;>!,,_J✓-/,.C,5 I 4"c.\ / (\ !. -rt.,.J.,. • 41teix 911 , tot (o e :a,e')(.4e',+o+ 4 a> ~lO X 3B1 , +o+ 4 -DllTQ-~ffACII.OOll.'1 a__,-l ,. I I I I I I z 1 ] 40 - ' i ~ ' ~ "~ & I' " •II'----./_./ \ \ ~l 7' mo.i<@ 'QOf'f"I+ ond.li ia@ bottar-r, foo+i""'9· P lo.ce rn :>lor to r 't"½ico.. 'Toe of icotin9 ' ' ·,;·,, Ii 5 PU• I I ..... -.1,.___ u. O."C"':>. IC•= t-0 •~rt 1,.es· '2."T @"T" (! 1'2" ll15,.59',to+10· ~ $+cu.du.re -z.._ ~ / ... \econ+ to+ Co ;,e,')l.."391 1 +ot lo I o· I D ·I I ~~~\\ -~ 'tis n· -✓ x 4'2.1-0•, to+ c., ' --'-# I e, >< 72'0", to+ I ~ -- I [" I/ 10 \ ~ :IC..' '21'-o' . ' ·1 \\ \ \ 1 3G:,'-0 11 ' f18><3B'-o?: +of Co 19'-o· -7 ,-. ---~ - i' tb>< '1''2.'-o", to+ Gi ' 1::i•-0· \ .... l - ' ' - I ' • • ~ \ 11 I I ~ " -k\E,-... 30'-o'; to+ (,, /2 ,, 1\ 1\\\\\ ~ 1/ -ff P;, X, 12.-4 1-0\ tot 8 A ,\ ~- • • ;, . -·-· . -. ----· : : ! : i ; ' . I /' ' ' ' I 11 1L ( ... lb>< w•-o"totl't -=r,fj) '-#\e," ,z.o'-o" fo+ 1'2. -=-.al , ' " . JA :M-{E?x. ~o'C'I\ to\-(, - tl1l ~l'l'ma,,. fe,, ifii <! 1'2:' mo.>< • ·-·---.. ---. - . ---------1-- E LE VAT ION SECTION C-C -· v-z.·~ , -o· Dli:$1Gt,1 .. r, ti,,, -1--f/,.,J,,_ "ni'i: ('_ J_ ,1/n State of Dl!:T,.IU "'B~"-l> ,o/9 ml-c..,.I,:. II/ 78 CALIFORNIA \ \ I I I' _j \ __ ... G, [DJ e. e," 0 7/ ,, ' ?:,'-o• ,~~ e:.-• 7 ~ i 3!.Q• I STRu= 'RES -DESIGN 8RIDGII!: HO, 7 :,S-C.14 NORTH ARM • L REDUCED PLAN USE SCALE BELOW I ¥ j ~ INQB ON CfllNW.. Pl.AN NEWPORT BAY BRIDGE QUAMTITIES .. J ,, ew,-, J,+li,i .. ~ .... 11-i'I? DEPAIIIIEIII' Of lUIISPORTAllON PROJECT l2!k:ld,..J. PIER NO 7 !:NGIN!:!:lt ' I I ORIGIMAI. SCALI! IM INCM!:$ ' I l I I cu 1 Di•l9pl'd priac. t,uring •orlier fftV,.;,. dMN - T ~OJI R!:Ouce:o Pi.AN$ • ' ' WO ....,._QI.TD---M'l'ITMlll!cml.Y) • -ff ~ lW,-llf..(~•j I I 7 I I I I In l4o - ' ~ w Hook orot.11d horiz. ond vert. bars. -. 180° bend ..._. with IC,.tail-.... ,Dia as 2 , for tight fit ...1.... around bars. f ci. (min.> 1 ,,,-Face of t 1 cone. -;r~required TIE BAR DETAIL I ' . "' I ' / 'A" 1, ~ .... ~ - r--7 I I • I I ' - ~ / ' / I 4' c.l - / I 7 I ,,~ I -· -· / ... & - r-7 ' I I I I SECTION A-A I 1-.-----.---, I -, _____ __,. .. 10710"C"Ct.l I I /M',/l/ )D,--i; l~A..r17.ii r, I. -¥\...i....' 15r• 31-o· . /#4 ..s•..c."''~...r"'•"'::e.." @ 18'-, -! -_-_-_-_-..;:--z,;;;;;;;;;;:;1---+-----I------- 1/(D s.tirn.J.'P';, 4 tic.<;. @ \'2_11 'S :;, :,., ., REDUCED PLAN USE SCA!.£ BELOW l I ~ 3 I ::1 a INCH!I ON 011NANAL PUN <0! . 1-! ~, ~ • • ti ,---irl~ -• t • • - I //~ ! ' I I i i I ~ #"1:, Cor.t, . I "11 \ i 0 #15,,,1'2.' iet 10 " •,e" 4'2.' +o+ eo -tote , tot 4 ,,,.--l... Pie.T ' I ' I -~- I;~~~ • f' lf>x ~'.2.1• to+ C.. a •1b':l(_S81 to+c,. <I> • 1e,,,_ 30' +o+ <.. • I\ ~ #4, tie.~<!! 1'2.." V "I, //'\. . ~ / Cl *te Cot",,+ tot c.,, ~ e •1a ")(,241 to½ 8 (it •1~'ll. '20' -tot l'2. -~ = • -/. -¼4, r <!. It• ·-. r-----1 ' ; . . I I I I I I I I I I I I ' I I , SECTION 8-8 - Scale: None I • ~ ..... ,,_.-~. -----------------------------7~,~-_.;,_.;.:_:.1,c·~·.Lfn~-:d:.l],ci/2;;::,C<,:2r'~_,~l<cr..:~,::_-_-_1~~j.!);;r7:!_;·~~:_;Q.f'.::.;,;:~,!.!.'~bh,tl,;_-_-_-_ - _ J T ___ ssiitaiit:;;e:";oo,ff---r----------,::;.;;.;, .. ;;,ci,;;:,.:::r-... ~~--~--~--------------J ~ om,u "3,...,0,-e,eo '!'/,/ ,=~ ~ .1.J t1l1P CALIFORNIA STRU..,..,1R""•DESIGN-, ,,_, ·• NORTH ARM NEWPORT BAY BRIDGE I '"'"TIT"' '• ~ ~-). ,.t~ -b. "-n DEPAIIIEIT OF TIAIISPORTATION ;:gt:;;. '£/!k/-4, £, Pl ER 7 DE TA I LS ·- ~- I j 0R1G.1N,.L 5CALE: o• INCHES ' 1 1 J 1 1 FOR REDUCE:0 PLAN$ 0 t Z 3 i cu WO _IIII ___ OIU.1') -IIT I Of' I I I I I I I 23 i,10 ' PLAN □ 4-l'fff1H++-H+I----------------------------'-''-------'---'-, Top of 'foo+i-n9 ELEVATION SECTION C-C OltllalN"L SCALI!: IN INCHES P'OII IU;DUCl:D P'LANS stirrup'S 4-'cl SECTION B-B 07 Ot'Cl 4"c.\ SECTION A-A REDUCED PLAN USE SCALE BEL0W t:: I * llfOUONGIIIIIMl,.l'LM j 10"-to,;l1, 14 d 11 '2.4' '1e"C't, ~ c,(o. nor-i'L • ':1 .j =~! d) 2.4 e'-o" 9 i 11-911 ~• ♦ Opening -Cit) OT t-w;.wport Wa+er \ •. :,ne. 1e,• " '1.4" Open i 03 -PT§ T Ou.c.-\,,,. 141 'X. '2.'2.• Opctnin9 -Sou.thert""I Co.\ Ed.is.on. To: lep!"Ompler wal,,.r :.u.ppl)' L;ne e..-,d-c,e ( 2" G-.S.P) Z' Rigid. Cond.u..\t 55'-o" 'vbt"'tc.s. C ' , • ) $cze Gird.er Lo:,-out sh't I,,._,. I .i4e1e,' #' 6 <!. t~• *&e \3" 1'-0" ,II-=i (!:: 9' :ti-:.,~ 1e,• 10 Spoce.-s. @. 9'-o" TYPICAL SECTION 1 ··,· I ~ I .. _~ I ____ P_A .. R.aaT,;., SECTION y~• a !'-o" Coos+ Hwy ~ ~ 34'-e," Top l:,0,r iru.~":> 6o.r Bo+to"m f:>o.r *4, tot. :, "4,tot 4 l REDUCED PLAN us.E SCALE eaow a woaL Ott ..J. ~ .J 07 I 18.0 /8.5 i. e 1-o" 11-01 ,,.--Tub,u.lC\,-. f.l~· __ Roiling 0 _ :_ «-e:, (!. t':>" $pC:ce o.long one\ plc:,.c11C. • lo <! t~• ~ t"'13d.\o.\ +o ~ 1=b.c.i fie Coa&t H.w.Y ~ (o @ !?>" --·------< 6'-4' Top Bar .. 4,tot; .. .,, to+ 4 r -·-' ·ol ·-·--\'.li.. ., "' ' --~~ ·o 0 0 0 0 0 0 c, ci d d ~ ci ci ci 0 0 d I ' I ;_ r ! ' ' ' ' iilt :,t! ~ ~ :§:' .rt I .,l;f .:l:! -"i I \ ' Porn+ ,n Spo.n---:} • . ~. ~ "'. Stru.c.tL.\.ra l Conc'C'Ctc ~t"ic:ige. (3soo 9s1 e 'Z.a do.::,~)~ 5truc+u.'("'O.l Conere'tc. 2'1""1dge Foot\n9 $eo. \ Cou."C"Se. Con~te C 1ntt.rmed,.,.\e I 2.1 ti d,.,ophro.gt"ti ·O .,-41-0• ~~. c2-1<.:< 5-o· - ' ' i f "" '-'- / ' ~ ,._. -., 0 d s:: ''"" J ' ' 2-~ ~ '.9 ,Y'I.-~~-1'-<.." ·' / "' ~ -. ~· -) I ' "' "' "' <'I -.,, <O -.,, ·c,1 -·o -0 g 0 0 0 0 0 0 0 c, 0 ci d ci ci ci ci ci d 0 0 ' I I I J ' ' / I ·I~ ~ ' ..lt ;Jt ~ :,(" ;lit. :,/" ~ .,,; I st \Prof de. Line CAMBER DIAGRAM " ~ "' ~ CONCRETE STRENGTH AND TYPE LIMITS No 5c.o.\iz:. .._e .. n:,1, er-j!-(ol' -1'-~" ~ \...G, ' 'I. 2-t<. L___J ,;f,.u, !ol.2 -fs-,, ( 1 at4U@l'l.' -2-'"s . • \ ' /I I ; I I I I ' -..... r / ' ) "' 21 ';' ' , J-. -I ~ I I I I -' ' ' ' ' ( Gn·der-'S>ht•'("'l,),.p'=> @ Ef undc.; '"'"' ' ' ! I ii • ,t-_ .. . GIRDER STEM ACCESS OPENING No Sc.o..\e. INTERMEDIATE DIAPHRAGM OPENING FOR 3o"WATER LINES No 5co..\e .. 0 ci I .>t' l --0 ci I "" ' " REDUCED PLAN USE SCALE BELOW I • ' ::J 5 lfCHQ Ott °"'9WAI. PUN ~ G,' 'l.-'"' L+ot 6 7' E.d.9oz: of deQ \.. - ::, rde-c-CORNER DETAILS ABUTMENT 1 *4, lop with tte:, ~ 3-Cc:,1 E.d9oz: of doz:cl<. '2.o'-o" \Co'-O" --------------------.. -------- --------------'----------- oL P\~~ G1cde-r -Sten"\ re\nf DECK REINFORCEMENT AT t. PIERS No Sea\<: 1 l i ., ., I ~ j 0 • lnd.,co.tc.:i. Mo.nho le i'C"'I s.1d.cv,.,o.U• ... Pla.~ 101-0" from ~ bcn+ C.o.p. ~ 'X \nd.ico.½es. gird.e~ S~it.TT"I a.c.ces.s o~nin~ SCQ:. • Co.m ber 01CC3'C'"am "~he.et for de.hi tcc.. j fi:n:· !n'Tc.i:-mcd.\O,t'e diophro.g'C'l""o Ope'l""l1-ngq,, 1n • bo.~~ wi+h :10"~ YJ::Lier Line.<:. ~rz:.q;: .,C.o.:rn be"" Oi0..9"("0.rr"I'" shee-~ f"or d.a:b.:ds. @ " ----.. -----'b .n. 6'l -"' -,!., 311, ~ @I dJ .4 '- ',9 _, , _, d E -~ @I i I . I 1t-o· i:>1-d I~~ .£:' 'in @I @) ., @J g dJ !<il ,fl '-- ""11 ;f 0) .IL . IL ' -,:_ ~ X (_ I. \.9 ~ . 1s'-ou 1s.'-o" ' ' Cl Point of ihfl~c:tion --=-E ,. ';o ~ (5) ~~ @I @I @I @I @I ,I) "' ,I) ,- * \n $f0-"C"\ '2. on\::J @ 9"1't"'Cie.'t'S:. -Nith G.ird.e'l"" '=item Ac.cc:'5>$ Openi'r"'IC3";i. !=b.+h is.a po.ro.bo\ic:. c:u.r"-"'I:. t>e+w<Z.eT""I y:,oi.nb, ";oho~n. ~~-1 "' -;_ ':c @} LONGITUDINAL SECTION No 5c::a.l~ ORl(i,INAI. SC:AI.E IN tNCHE.s FOR REl'.IUCEO Pl.AN$ State of CALIFORNIA DEPAIIIIEIIT Of lUIISPORTATION Slopingc rz:~tcer"'i'or gln:i,;r \l' . 0 _, a, @I " " I-la... &pon • . 1✓ <\... P,«r S Q .\L ~ -· -' REDUCED PLAN USE SCALE BEi.OW i ~,.......,...,. --v l I ~ 3 ._.. .. _,...... ::.J STRUCTURES -DESIGN 7 PROJECT /Jh/ _ ✓, J / ENGt"lll!:ER ~]7"7"~ cu v,,o BRIDGE HO. NORTH ARM NEWPORT BAY BRIDGE GIRDER LAYOUT NO 1 ! . .j t -! I ' "j I I I .I I I ' f ,IL • O" b o. 12.i'-o" Edge of/dee',... 4C#1-0" \ l=b.+h i'5> o. po.ro.bohc: c.u.r'-'C. bi;:.twcz.c:n poin½ ':>ho...,.,,n. r4..Six,n .IL '.IL Q ' ·~:( 0.. I, I 0 2.2'-o" I 2-z'· 0~ ,j P' 'CC PLAN t11•'l.O' !J ( bottom p =ilo..b f'to.re -~ Po1r,+ of "tnf\ect1on ' ·.,., e 's= "' ·-s, ~£:! E "' ·~ <!l @) @I ., 'I. = @) = ·-s, ~ .. CJ) @I ., t!J "" "' ,.. ·~ ~ "' 'lj) S,! <!I LONGITUDINAL SECTION No $c.c;:i.le. ORIG,IN ... L sc ... L!: IH IHCt1£S FOR Re:Ouceo PLAHS .IL .IL "--- State of CALIFORNIA DEPAmlEIIT Of lUIISl'OKl'ATION .IL .\L . ., ;._ ;,-., ' ' '-:.. STRUCTURES • DESIGN 7 PRO,Je:CT l!:N1ilNE£R cu WO .. , ~ REDUCED PLAN USE SCALE eao,, I ~ ::J' I INOIO ON C11111ML "-Mil @) IO *:, Uo"t" V$tn·t"\J.r,> $-pc:-.c.c.~ NORTH ARM NEWPORT BAY BRIDGE GIRDER LAYOUT NO 2 2.11 4,:, I ..._ _ __,..---1-,,..--Face of Barrier 4 " ~ 6" max clrs Stagger @ @ ___ @ ---- @ @ 3/s f open holes I? /8 Place anchor bolls tor Cov11r I!. on approaching traffic 11nd @ : - - -_@_ F'J~·'-'----'--~ PLAN @ -@ : f1 n t, Max Tem'P Exact '!idth to bt1 '2 dt1/t1rmtnt1d by Ills ---07 ORA • Normal to jaint_+-+----i 5-/s"'P A-325 bolls,!¾" 1/4" Be,e/------------ ngineer. th<f> Recessed hole-r. ----•_•·.Llli'U~'2At"'-'"-G02G~--1 ¾ •¢ Hole in Bar reach.Torque to 4 11 150 ft. lbs ~ Bar 4 1¾~'i::----.J...--i ~ ----jn=!,?1"7.1"7T7T7'! I I I ~s" 1 l2"anchor sludsfl 9"I I L 413 111/2 I " 1/s Chamfer 1 8 Ang/as -Typ -~~j £:IEp_ of Ott cir. ----,---- Use insJol/alion balls exttmdt1d 1/1 H min and coat with bond breaker. Afft1r concrt1ft1 has curad. r11movt1 installation /Jolts. install A-325 bolls and sheet nsopreM. W-----t-+-"-='i""--, ,,------. I ~a"1 l2" anchor studs§ 9":t :------Closure Pour Limits '---!----t--Tac1 weld nut lo ang/8 at 2 loco/ions. I I J"min Viz 9"anchor studs~ 9%. clear Bend lo clear po,ing / {Typ/ notch or when required 1 at closure pour. I ,, " I ,, " (.~_Jj~::C:2t~:--~ ~, •8 anchor studs f!J 9 ~ rs tong , \_ in overhang I : BOLT 8 PLATE LAYOUT • I Paving Notch or Closure Pour Limits zJ 3/16''1 13 11 widtl sht1t1I nt1:0P,rt1n•. Match existing joint width for closurt1 pour Top of Ot1clr Face of Boffier L 4x3x1/z L Slop on high side ~ of dt1clr Hi0H SIDE BARRIER DETAIL VIEW 8-B 10" Cover H!. ~;•x13"w1d1: sheet neoprene STANDARD DRAWING ------___ t' ---'• B 5" SKEW:>-20° Match slope of Barrier Bar 4113/4 h6" Gap ~ or Curb face _,_y,~·-· Bar 4 xf4 ¾6" 11 /3" wide sheet neoprene I Pour Limits 5" LOW SIDE BARRIER DETAIL SIDEWALK DETAIL (See Nole '8") ~,; Gap ITT"--Cover IZ 3/g xBfz 1118 Bend to ma/ch face of Barrier SECTION 0-0 2" ( See Nole "8") t---•--,t-;-~t,-----., I l 11 1: j l ,, " 11 II ,,-I I I+! II 11 f j I I -.. _ _., 11 1! -.._,,, I I II II f I! 11 I Ii II I VIEW c-c •. 10" Covar H!. ¾61 l3"w1de sheet neoprene omaNAI. ICAU: • alCIID ... .._ ...... Note'~" SECTION E-E • cu WO I I .Ml!L Staggttr anchor studs• 4~"'! on can Mrs thus' I i I • I 1 i:=.14'~-.. I SECTION A-A Join! Information "a" Dimensions ., Localion 'fff.ki Sk•ttt Wint•r Summ,r SpringSFaH A.bu.+ I A.bed 9 ANCHOR STUD l Noles• 4" 4-.,. 4" 1• REDUCED PLAN USE SCALE BEI..OW z." 'I.. I ~ 3 I" I• Full ptmetralion butt welds may be substitutad for !he fillet welds on all anchor· studs. I !12.• ,~· Alt11rnalt1 types of anchor studs may bt1 parmifled subjact to 1h11 approval by lhtJ Engint1er. Joint seal assembly to be usttd in conjunction with closure pour. (See oth,r sheets for limits). C/osun, pour shall not be placed unlit final d«-lr surfac11 is within the loleranc. specifit1d. Join! s~al asst1mbly to H fabricalt1d in 14' max lt1119lhs. Use joint at crown of r_oadway. al any chan911 in lranswrse slo,H in ftck. and at changes in horizontal direclion. Place other joints of or ntNlr /an11 lines. All m11lal ports to b11 90/vonired afler fabrication. • Sh11el nt1aprent1 shall ~ fabricated in ont1 continuous pit1ct1 or joints shall btJ vulcanized. NeoprtN1t1 shall be fobricalttd lo bttnd around corners. J "holes in neoprene sheets shall ff drillttd or punched so !hat 1h11 INlaprt,ne is not distorted at !he time of installation. Note ~n Insert assembly or expansion anchorage for 78', 1~..,H A -325 bolt. Nole HB" Use the Sidewalk Detail al all sidewalk joints. Use the Barrier Detail al bolh sides if the roadway is crowned or if the difference in elet1allon betwettn the ends of the seal is 0.5' or less. Dinp,d, pri,,b ..... .,.... ------/ ;-- Backfill abutment to grading plane prior tu placing slope paving For ditch dimensions see "Rood Plans• "3-jd~l2 WITH DITCH ,, r ' I ' ' I ' I TYPICAL FULL SLOPE Mutch roadway side slope. _✓,.,-,..:,...,--616-W/.51W/5 welded wire fabric ( 10 ga. wire may be subsliluted for Wl.5 wire) -------, Formed edge TYPICAL SECTION • -----~ SECTION A-A Edge of deck Outside face of W.W. Formed edqe Cf This dimension becomes zero when edge or deck is at outside face of W.W. I Ft. thiclr cut- off wall of end of W.W.. SECTION B-B Formed edge 4--:::=,,...,r,+--Pr,tormad groovtJS I I I I TrowtJI finish I I Or as din,cfr!d by the EnginHr lo p,ovi~ uniform spacing. I I L _______________________ _ ____ ./ Stiff broom finish. Grooves and broom mar/rs to btl pora//e/ to slope. ------ PICTORIAL VIEW OF TYPICAL INSTALLATION REDUCED PLAN USE SCALE IIEl.0W l uaL ON~ PUN J PREFORMED GROOVE LIMITS OF SLOPE PAVING 8 IJHAINAGE LAYOUT EXCAVATION BACKFILL £l L _j U'. Orignal Ground or GrodinQ Plane IN TRENCH Original Ground IN EMBANKMENT EXPOSED TOP REINFORCED CONCRETE BOX CULVERT NOTES t. Slope or shore excavation sides as necessary. 2. Dimensions shown are minimum. LEGEND ~ Typ, 0 E1ca,otion ~ Strudvt< Baet<fitt fmdqe 95% relative compaction ~ Roadway Embankment ~ Original Ground EXCAVATION EXCAVATION Original Ground or Gradin9 Plan IN TRENCH IN EMBANKMENT BACKFILL BACKFILL REINFORCED CONCRETE ARCH CULVERT NOTE: This plan lhHt and plan lhHt SD A62 -CA.IA supersede plan sheet A62 -CA pa90 14 of tho Standard Plana dated March, 1977 ---U7 OR IIERSTEll£D CML ENlallU NG. IOB -___ .!!........,111!1!1!11!...llZr.....!119Z!lllL.. __ _ REDUCED PLAN USE SCALE BELow t:: I ! 3 I ' ·-°"-l'LAN ::.l SPECIAL DETAILS EXCAVATION AND BACKFILL DETAILS REINFORCED CONCRETE BOX AND ARCH ClJLVERIS NORTH ARM NEWPORT SAY· BRIDGE Br No 55-c,,14 SD A62-CA. 1B ~!of"40 ' j _J § ! • i •• tiJ: H •• i • fyJ;,. .I' f-f ,f• i 1-•.i tif f.il • 'I •-' ! I • I Ill • 1••·• i I J Hhi"t -•! ; • ··1t ·~ f :iH ~l• J•! tJ 1 • • ! a. ' • . - ia~ ; • __, .. ·,~ ",, ·-;;i ~ I ,H I J,jt t . . t l ! 1:t • • "1•e I u ·i;! ~ j !,.!t! j j J<l)"'j::Cj . -f . j • j I if i I i3j&li j : , , f . " 11>52~:8120 ! Ui 0"'22~ ,._ • , . ,! f ! H . I .. ,. :!I i • I ij! ,. H •t I • I I . ! • • ., ---·---" ,. ______ ..._ ____ • ·---· I 1! I I ' l l! .. i :r j; ! ·1 ·u .. ~. ! 11 " .. I' i1 i ,, 1: ., ·, ,. ., -· .!! ii j~ ii ;, !. Ii ' ~ _, ' ' -~ i • ! ! ! . C~J<e:" E i ' I I ' i i IIIID . i ~ ' • • i : 8 l i OGIJ i ! ! I I I -':::- ' ! • i j ; j i i I I I • • • .=:::.. l"IUD STUD ·-· --· 6-40 3" 7 ,.,, 6-C: ~ 6-1 40 41 '\..Abut 42 43 B-36 ~ B-6 ~ 44 EXISTING 45 MARK T8M No. 1.so-00 Clev. 10.0'!J T'1(: f'bl10-i~9 TJ3M w0.1 e4/QOl/-,l-),::q ~ro. ~~~nor-y ISvr-vey t=v--T"y fP ?"ljM NO. l<f.t • 00 Elev. ~-.S~ ---~-- ;,, • l • ' ' t ~ '! t ., ., ~ -30 -50 - 7 (_) ENGINEERING GEOLOGY BRANCH o': I I I i41+00 ~ ~ • ,; • ,; ORIG;IN,\L SCALI! IN INCHl!S FOR lltl!DUCED PLAHS B-15 lrJ B-16 lrJ B-22 ~ ~ .... ~+~ B-25 BRIDGE WEST COAST HWY. 46 - . ~ l . ~ ;;, ~ ~ 7l l, • 142+00 State of 47 48; -- ' ~ • i ., • " ~ • ; Cr'qy sreen, f'M~11e 1111..r.s~-"'' ... 6-f6•77 143+00 DIVISION OF STRUCTURES CALIFORNIA DESIGN SECTION 7 DEPAIIIIEIIT Of TRANSPORTATION cu 07209 WO 280201 49 l 50 REDUCED PLAN USE SCALE BELDW I ' ! 1NCHO ON 01N11AL PUN 8Rlt>GI! NO. J 52 PLAN r•.so· . .. i • 2 • ~ I! Ii 8~7 ol .. ~ ': -20 f-----------30 -116 ,., 6·7·77 I 144+00 ,-r-cll-/L f.... J'1cl"". ( • to' v~,-, ,. • 10• -70 -30 ~1,•RTH .'IRl'vl NEIVPOR7 BAY BRIDGE POST MILE LOG OF TEST BORINGS I OF'.: 32 40 ! i I I ' ! ' • [I]IIJ . " I • ' • • ! • i t ! OCffil I 11 ' i l I • l J iJ .. : 1 ~ t ·1 l : : ' H t l 1i j J 0 -50 -60 FOR PLAN-SEE "LOG OF TEST J I I I ', . -~ I . I ~ . ' ,;_ ~ ~ ' ,;_ Q ~ l I 0 f ~ l? • ' ~ ~ ~ . ; ~ ~ ~ , g ~ i ~ l' < ~ -~ < " B·Bt .• :1 • B-6 N • -• -131 ~ __ "15..__ -13"]"' B-7 B-9 3" B<Jff'; r,n e to -,, ----"-___ WQfer -3" elloio" F/,IJ rneq,<,1nl d,1NO wilh .:tl1e/l.s "'G?!m:·· ►,c;;:";;' ,;..~~•Um J.wo y, f--- ,SILTY F,i-,e IMNO w,"M 1'1<J~ --Wo,,,,c ahefl.s -o,-,q 0~111Gnq/ ,,,,-,., ~ mm· "' = 0MV£t. ~,tr;n9c:rs -/3,-o,v,-., C0<1r\:Je ,J;tN/3 ' ., ' ,mcown f"O-qr,q ,:,hel/.s 1t,tN011111h=t~ ~ .. , • Bro...,., caQ,-.,,e- e--IJhell:s ~qet, ~r.:.-. . !PtND qr,,;f ahells • 1'1NO wift,acqt ::~ • (m2;l~ eq "1-iefls • "-' 6e ~..,;~~ ·" I ~ -~ Dea,se brown rneq/vm .· to r:oor-:se \Sl1NO w/lh hferbeq,:teq o,he/f_ •• ~<1cQt/'erc<7 "-~-<:fe)'J,f':'t""L.~0-L.?:!1!:! Oen.$e,b(.Jt"l'",f"lhe Den= !}l"'QY C'OOr.:se mm' me,p.,rn "'' ,_,, :. to coqr-~e IVIND ,s,wo De-n~e ,9rqy c rSANO t:nc/ ~Joose-H=i JJP.l'·• c;oQrt-e d',,NO cmB. -tooue'-l"""f<.$"'~ , !:.'Y.~~~~ ~x ~~ rqy,meq/v,r, lo Ci.11..YL .SIL r.f' C"Qqr,.fC' lJ',lfA/0 . ~9htt-,. comp::,cf, ---;;:,ei-1UN01~-r.s C!E!I<: L.oc,.,e s,-een•-, 9roy rn:m ~ :·. ~Jlurn n3,,,% uft°9"1IIY' .st'INO'I' tJILr 'I' Ct.llYe"I" ""T /, "1,fJhtly co,n,oOc f ..,.. -~ = , ~I': .br-own !SILT 1 OOtTC-Tfl"Q,/ <PW().,. r;;;,., IYl'fo L..U!:J :. L..?:..l.!:.!1--'. Very ,JO("t fO .rorr, 1r,fer,1:;,~c,~ -~· ~I-c~wn f"riob~ ~ ~!;:"&:~'!r1t";"':;:~ fine § ISlt.TrSTONE y -,li'l/!tly If._'/'/ [ill!NOY ·.I'.· -Ct.AY ., t.~ ,. (TIE r.J1lTT C'C.,17' ooc• J:.rown l'",-,'qble / "" r.,-TONe = =·, ~ ~,. ·~1-,, -' V ~c'"6?1f17(!f ~ ' ' , .. 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I WICHEI ON CIMIIUL PUN J h I .. ,; ii ' l 143+00 J 1 ' 1 ' ' ' ' ' ENGINEERING GEOLOGY BRANCH J o..---•-::::: ..::::::. 1"111!:UI STUl)'Jlf, 1t "n ,1 ,t--=-~--~-;:·-~· E:'.S-~·:-gl::;;0M~••~·;· ~.,,~-~==:J5~1'.]7:zj7 fi#.."7J.,().-,.P4! ----Cffl:CUD "' :::2.::::,::-:::zc..:: ... ../J,S_ :-<· I i44•00 I OIIHilNAL. SC,.L!: IN INCNES FOlt IU:DUC'l!:0 "uP,NS 145+00 State of - CALIFORNIA IIEPlllldf llf lUIISIGffl'IION DIVISION OF STRUCTURES DESIGN SECTION 7 ~Jl:CT t:NOINl:l:R ■"IDGE NO. 55-614 NORTH POST IIILE • ' I ' ' I , j cu 07209 , WO 280201 I Di-.nni priaw i...,;■l nrli• ...,;.,.. di.I.. - . -r ~ ~ ~ ,;, • ' • ' • ::' :; ·+' -50 ARM NEWPORT BAY BRIDGE LOG OF TEST BORINGS 3 OF 5 I I ! I ! I I t 1§ ,. . i -,1! ·18 ~ 1. •I !:! !;,j ,.:t If ii • 1 -• .1 .. i l I .11l .. ~11? ! ll:ltJ• • !IiJH.t s ftt I •tl t.i !HI ; •Ht ''"'_I;~ ;1i 1 i •l!!.1.5 ., t 111,---lf ~ ! •1 i l!!I 1 f"i' ! t I :i 1 J!t1Ji .~t l!l ! ii¾ ... !•i jJ~ j l ., .. • I l ..:.,~· .i . i~: • ,.. • .I~ I l,l , j t l I -s: • Hi i I I . , :; ~i ~ i i I cl:;; l!u i ft• I;: ; ·•. I •• '" C'3 ~ !I! i!I '"8 Bid r! .. ~ l!I I .. ; El li!Ull ■ ■ Ill 'i • 151 == >-i , "· .. I ;i,_:.i5i:: ~ ~ cl :d ::( ~ I!! Q !!'1 II Ill I l ' ~ ~ i .i ·i :i:::;i~ ' 8 J: "';;; !: :c j . 1 ' a I i 1,, hd I~ i • •~ ~ g!; ],'-' > • • ► g § ,;: e if "'.:! 2 ~g 0 " !!-51 0.,:,£!2,1,._ <t f ~ fi! I I! • i ,. 1h r •: 11!ii ili ! Ii ! I•• ··11 J ., · ! ;Ii Ji. ' ~-l ;:J 11 ;I !H th h ti H ! ~. -.. .,~ -. ll ' ' I ' i l s ' ' ' -- ! 1 ~ i ~!..~J<eP' ; ~ t i § i l i ~m . ~ ~ l 2 i I : i i ~ ~ ! ► ► OElEl §._; I ... if • 0 ~s 1I : r , ► il ; £! ·~ s; ·j 8 I , 1• ·' H• 0~ -f~ 1~ j i I..>-= W! g- i I ! ! J ! 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""-' = • +------µj--·[;t 'f,;J;;_ ~Firi::WJ,IID_ - \I 1-------------► 70 j i 1 -----1----· _ -80 Gro,-~,_F,,:r,s.,·1e----• I-ii,-,-(',-~ ~ !]f"'q"f;.,'!'iJ;~"Y ""-Z=»JE. • I .,,.,,,,1,-=ro;;.=1 "" =mpoef, ""-' :..,'h obc~o,ool • e I r,g 4.~: I --------+-={r--------------90 .---------~1------~=it::·:-:~~-~~~-=tr~~-=~-~~~~&:S:~:~''°~"'-~'~"'°~~';~;~,,:•,:l=;f=cc-~-f- l o-,.-~~h,.,,:,;g,~ 1 _______________________ -100 ~~;l°de"r">i!f<;'<=" S i (5-/~ ·77 1 ~ 5•/f-77 I I (Jr-qy, mferi::J_e<:t.s 0~61.AY~~ ,1/LT · I l Q one, ..s1LTY f',ne u',., I V ~ I I v . -120 E _. . ill.!..!:! ·' V:,;,"q~;:..~J,;,.:'l~,9t.~fh•,::7,e;/0 """" Grq'f ~r-o.,...,...,, r1.sJ1/e r-. ,nfer-beq~ oF ,<:,n:,wn onct ,!jrqY I/SOit.♦ f-.JILT-STDNC ' ,Jl(.T I S·KYn f-:: Ve-~ ~en.se, 9rqy, r,',,,~-~ eoc;,r.se 130 ---------+---------------------t-,-------''-"'-'-'--------------t-----j -.;r~,n--;;r~,.,~v:;zrov.s -sl-rm:r:::rs -------- S Or"Qy br-0...,,.., • t';",sst"le . -140 ------+--------------+--------------1 -~,«r~,oN, PROFILE_ 14f:3+-JJ 149•00 150•00 • 6-::t-77 -~~'Mor: 1•~ zo' __ c----vc-r, 1• ~ 10' • -'· ' • ~ -~ . ~~ -.~":~·~ ; ~:; ---- .:..~ .. -.·.:r ··"':-~ ·-:~ . ·_!Z._~ "' .• :,i_f ::iii~ ---~ .. ::.- --~ --;~ -~ -.. t·: ii; t I I I "'' State of DIVISION Of STRUCTURES !!RIDGE NO. NORTH ARM NEWPORT BAY BRIDGE 1 ; 1-------I ---,-----~ • .,-----------------, -=.:· ·-::, ~--:::.:-.. ,~mo , p:;·:1r;-/)'"g' i__ ___ jl/ . CALIFORNIA DESIGN SECTION 7 55-614 ➔ --D11>\•N 8' E,D FONG 5 / -7 ,.:,,i~~.&,j...(,\'!![';i~!,;,;,..;"i"""F""'¥'"""'L,lw,<._,~~ --CHECJa!:D e, :::::.::::::::~~:•:: :...::.,._ff:6_ ,.;, I I ORIGINAL SCALE IN IMCNl:.S l=OR '11!:DUCl!D ~ANS DEPAITIEIT OF IIANSPOIITATIIII ' • I f I ' ' P"OJl!CT 1!:HGINl:l:R / {4br I: 16, 4 PO.ST MILE LOG OF TEST BORINGS 5 o F 5 ~ cu 07209 WO 28020! l D, .... ~.,,; pr,nt,I be.onn11 flarh« , ... ,aioa d•~· -r7zm I AiiOiie=~ffl~IT--11 I • I I I I I i """ i I 3" 1411 - • 001 - --06 - ' .• ' ' b08 OL . ~,:; :.::....;.. ~s -~- ..... .:. 'bv-- DI - ' ,.:_ D I ,o, .. , ,., .. /l ,oz •• , : .JOJ.I 37UOc!d ~· ------1-- = - <C" oo, ' , I "-. ( ~ <:, ( ~ - 'ON il~QUll;I 00+0~l I IQ208Z OM. 602.!.0 no ' I ' i i IIOII.Y.IIIWSIIWII m .IIBIUIYdlO 'dlNH0:1l1'd::> ,o w:,e:,.s 00+6i7i I SNW,d aa:inoau• 1110,1 SilM:lNI Nt :;i,y:,s ,'t'Nl~u,o -------s-~ .... = ~11.><.,J;' rna.1:;,UJl'><.J.. bU(;, QNVJI t:i!tfif;;;,;;v, )._il',(,j.,X) ~JIM I -- - - - ,,., "" ~ ~ 'I J.I. ! I H::JN\l!cl8 A0O7O30 0Nl!cl33Nl0N3 - -· • on.1.s cn111a --• -----1 .. ~---· _,_,_.,,,,_ .. ' • • • i 021-! ! i 1 • 01 I-i a ,,..,_.._, ..::.."'., ... ____ .,1.., ___ ,_.,, 1; --..-.. ~ ....,,.. .. ,.. I' ~ 001-, • ~ ii • 06 -" a 3i!,1~1'1•1r- I H lf Hf !!Hf :H I !; :fi Hl i I a; p '-j iii i i I• • ..i H~ j; I ~ ,I I !! l• (!t ,ilf i • I i i ,,J. i· "11 "1 I • i r !i- 08 - EEJQ i " ~ i ! , I ~ !Illll 0 I i I ; i • ! ~ I St!"rvice 1 Pedesfal -:c::: \\ riJJ. MHW £le, 1-----r Channel -Sfa. 14t. f.50.0 i Pier3 f','er S Slo /4/r77.0Z .8.B. £/~v. \ ' €-ic, '--Conduit £xf)onsi"onJoint \.._,,' ,-------- i [ Exisf,iui( PC):!..1 ___ L ___ _ o. Cal/fornia Ed/son Co. St!'rYice Vaulf 7o 5~rvice Alavigal/ooa/ /.../ohf.s - ELEVATION Nore A: Condul"f To be run in the sloe ro1/1n9 PL/1 PLAN (",.50· \\ E1 // y Abu! 9 -,, ~J ~~cf/ r8 ., I 'i -ffc) 1! [1•-c -_-.;::;~,l~= =~~ --~ w ,-"!I"'" ,_1 ·.., "' ...,! -·- 1 1Ji1J I -~ 1111111 "' ~d 2:0· ;,r,.;,,_ r r-i• ¥/8 oa's Gafy_ AnclJar 1,..----Co Fa ncrelt:!' undafion FROAIT VIEW SERVICE PEDESTAL L REDUCED PLAN USE SCALE BELOW I ~ S IIOID ON 0flllllN.IL PLAN s,,,. 150 ~12-52 E.B £/ev. Nole: J CCL Pl ' SH!IET lilO. I N D E X TITLE NIIVIG,.1'YON I..TG.11'5 P:IER LIGHTS CHANNEL Cl!:N'?BR LIGHTS 4 WIRDIG DtAGRAK St"anoord Plans doted Morch, 1977 BU-54 ConcreTe8arrierTgpe26 ES -7A Electrical De'toilsStrvcture fnstollot,Ons £5 -7C £ fectricol Details Structure Installot1onS Channel Ce17/,»r lighf Pier J..ighf 0-5tonaor::;i Pion Sneet No. ,_/ c .... ,.., ..., OESIGr. "" :;-. 5-S RN.bHP State of STRUCTURES ,_/ ,, ,. ,,_,_ IIRlDCiE NO. II 1 -ELECJllr.11 NORTH ARM NEWPORT BAY BRIDGE Sl£ET OET.-.ILS ,. ,---:i., " ,.--~-~::,-~..., c-••o :;r. 5. ,Sf'IN.PHJJ CALIFORNIA 55·614 .. c_ • .., -~ROJECT ~ ' ' [-I OtJANTITIES :;-. .5 · SfWl)HU -, DEPAIITIIEIIT OF llAIISPOITATIIIII ,,-:/.~,£"--"'-, ;,c. -UIGINEf:R /8.5 NAVIGATION LIGHTS I i ORIGIN.O.L SCALI!: IN INCHES : I I i cu 07209 I D,~r.rar<I I>"""' D01ar1n11 ear her ,....,8,on 4au:,o -Dillffl --MYSTAOII! ... LY> _,.., 1,,,. FOR REDUCED PLANS • ' ' WO Z8C.ZO! -,,;,:,[ I I I I I i 3C 140 l,--ct Pacific Coast Hwy I . Vartes w 1"-c----, I I r-o· 1-,8,:'-:.so<.·..._ _____ 5=.s=---' ,co_;· oevlc:a::.c...r:_:ie"-s"--------..+----4"3"-c_;occ·__.__v~a=r~ie~s~----+--'B~'~O..,· ! r-o· one Piece Swivel Coupling-+--H--il't . I !' !'-C .3•10 '9Pul/ Box. See Sheet E·4 For details not shown. SECTION AT PIERS 5 AND 6 I j 119 Pull Box i Hot Dip Galvanized :i • Expansion Ancnor webs (4 Required) Locknut---++/---jrfr~~ Pier Light Frame------/ Red Lens ,, ~ I I ~----1--Pier Light , a/ r:;/ I Assembly Note: Cover~ Frome Anchorage Not Shown r C C t1 . Note: Pier Light _: Assembly and: -cover Not Shown. f'.,. ,;· NC Stointess Steel 80lf 1---<i Pier Miter Corner Joints---......_ PIER LIGHT ELEVATION If • i·O' Neoprene GaSket -=- i' Lexan Cover---~" I ' I I j I ' ' ~ I I I I ' I I ' I I r i_, 1--........i Wy - I ' ' PLAN PIER LIGHT COVER s~=r-o· , ' ; ' ,, , I '! ,, ' ' I I I I I ' I I ' I I I I ' I : I ' i I ' ', I ' I : ' I ' ' ' '.:· ' ,, E!.EVAT!ON , ' I ' , I ' I I I ' I I ' ' I ' ·, .., Exterior Face of Pier--- /'-3" A_J DETAIL A ( L Jf•l!•i s1,J.inlm• Steel (tJQr I;, 1•7' Long I (Top And Bottom) 3•. r-o· / Exterior Face of Pier / (L If "1£ • ~ Stoin/ffls Steel ,, Drill and mp \ for -fNC Belt ' Barr" J".,,( C. BorJ ~ f~,, 7'Long I Tot. 3 Eocn Side) Stainless Sreel REDUCED PLAN USE SCAl.£ BELOW J.__<f Pier A-f SECTION C-C SECTION A-A SECTION B -B FULL SCALE. FULL SCALE l I 2 ::f I I 3 INCHES 0N ORlalM,ll, f'UH State of DET-.tLS B, Frank.Se {.irOll/78c .. ,m :{.S.SPNDHil CALIFORNIA POST NORTH ARM NEWPORT BAY BRIDGE NAVIGATION LIGHTS-PIER LIGHTS QUANTITIES :;,. $. ,S~,1//;)Jil.l c....,,..,, DEPMIIEIT llf 'IUIISPIIITATIIIII OIU<.IN .. L SCALE IN INCHES WO Z80ZOI SIEET j ,,,-Cover / Disconnect Switch in *9 Pull Box Note: Lamp Assembly Detoi/5 Not Shown PART SECTION AT <t. CHANNEL I• l·O f Tnreocled Stud '4nd Wing Nut. (Typ) <---- Cover n:.-f CheCK;red Plate f Hex Socket Flot Heod Cap screws, 8 Req'CI. stoinle-ss Steel- l REDUCED PLAN USE SCALE BELOW I * 5 lfllCHES ON 0ltllilJW. PUN j PLAN-FRAME AND COVER Top of S1tiewa11<..:.__, 0.1345' Sheet steel £/ectricol Box l--z • /·0 24• Anchor,-See Details I I • I I , 1 /Y,...cover Plate Topond BoffOm· ~ Drill Coverond Tap Pipe for '6-3Z • l.' Str:JinJess steel Flat __ Head Match Screws. (G Requi.rect-cquo/ Spoc=I) Provide • •· Neoprene Gaskets) PLAN f --: t o. 1345· sneet Steel F/onge Support! / _( r Dia. 1 4 Holes I i•!l Bar. Threaded co-:n er.as DETAIL D Provia~ 1" Dia. SCreentrd Snap Hole Plt.19-_ I 6" 8" 6f I . 12; PLAN ;r-1'0' i LAMP ASSEMBLY HO!... D~ D Lamp Type so Cord Lamp Holder SECTION A -A .s'· • t'-o· 8" Stondord Pipe t .. Plate r: SEC:TION B-B ,.r-!'-o· Nore: All Steel Items tooe Hot Dw Go1von1zeo· afrer Fabr1cdt,on. ELE//ATtON LAMP ASSEMBLY (Z!C,eq'a.) I Borl/•IJ•I/ / Top /-16~--":....~--~,.4'LJI ) a;' Hex Socket Button Heod Cap'] Screw, Z Required SEC:TION C-C ANCHOR DETAIL 3•-1'-0~ (8 l<equired) "'Fronk Sequra 11/78 , .... :,-. .5 . .5,,..,,,,-11 CALIFORNIA •• ·• NORTH ARM NEWPORT BAY BRIDGE POT~ "' 7-S,Sl9NDH.IJ a-.:_,,. , ~ State of SJRUCT4':1~ E-S OUANT!Tlt5 B, J",.S-$fl/l/~H.IJ c--~ IIPJIIIIEIIT If TUIISPGITATIDI :::~:i:ri ~;:;?:t.Ly NAVIGATION LIGHTS-CHANNEL CENTER UGHTS ~-----------------T-----------------r-~;;;:;.~~=--·.r,, ~,;,;.;;f,,, ,_;.;;~,F.;,;;; .~, i~~rr:F;:;;~~~=:-::::::::-:~~~~~~~~~~~~i~~~;~~~~ I ' ori1GINA1.S.CALEtHIHCHE5 / CU G7:.:C9 I __ ,...,_~.,.-..._,,.. -~ - I PO" ltl!;DUCl!:D PLAHS • W',., -~ ,.-, ~ '"'I D10 ...... "1 "''"~· """""~ • .,;, •• ..,,,~,on c ..... -r,_. " I?:_ ---------------'-------------------'------·--· ~------------______ J Wlk'.INq VIA9jl(AM NO SSACt DESIGN ., ;j. S, SflNbl-lJJ -.,.,__ DET..,1Ls 8' Frank Segura 12/78 c-7. s, .SANDH. QUANTITIES 8' :;]'-.f·SANZ>HJJ DIIUC.IHAL SCALI£ IN INCHl'.S FOlt ltl!DUCl!O ~LAIOS State of CALIFORNIA DENIIIDT II' llfl A,Aml ~OJl!CT l!QINl!&lt cu 07209 WO 2.80201 L REDUCED PLAN USE SCALE BaoW \. ' ::f 3 INCHD ON CflllNAL PUN __,,,.,..-,-. N 9 07 Oro I A '" CHANt-leL-.::et-lfeR l-,qe!-fs '71sc0Nt-le.::f sw1f.:c11 f'1e11: L-,q..i-r ,:;11".cu1f t'ietAKele, SIN<jl-f f'oL-t fust s1t-lql-r, f'ol-e sw,f.::H 11".At-le.foie,.-ee wn-117,t-lq txf'ANSION Joit-lf MefAt-l,1,:; ,:;ot-1'1u1f, ut-1PtfqRPUN'1 oR ,,-.1 ,:;oNcll?flffl t-leu-fRAI, w,ie~ <jRou,-1/7 WIJ<'.li I I I •S•G'-o• I I I foR C'~f A1 l-e. i-lof si-lowt-1 see t'II • S4 A,117 es -7A /sfANPA£P fwls MA~111977-sti:J1ot-l <•Hft~t/7 A~Uf 4-•9 f'ul-1, ~ox f;~f;VA1IOH cot-lcRtft BARR1tR f.:1'.rt 2,; t-lo scAl-e llltlDGl!.IOO, NORTH ARM NEWPORT BAY BRIDGE stEET WIRING DIAGRAM E-4 4o 40 . ! .:.._i .' j ·_j 10 + 79. 06 6vc:. i 9o'vc + e. =>=>=' ¾ / ,;•=· PROFILE GRADE For ::O Io-pc. ~ee."Roo.d 1d-o" 1 '-o· /1---e.,--'-o-,·--"'P.,'--, ke=--v-.,o-----11 1·-0· -II ~ 6' Cho.in ~'tnh. Ro..ilingzi_ le,;ke R:i.th Profi !e Graci>< ___,--· I : I ( -\.•-W ' I '-. ------'-. A.pr:it"'O-x e-x·,s+ 9r0u'f"ld \ine. Oa+u.rn E.\e......, -~0.00 --==-=-------__,__ ___ _ I:." i "'+ Concn:~ Vo.ult I ------------ I / I / I / E_,-_·,s,+ Ne-,.,, Po,:-t ;""· 6, No !:,S--Z.I 8/9t • • • ,., n•••• •-oc• !O+!:>O ,, DESlli"I .'j·,,-;/_. -• ..-:-, ... • i..1.._ Dl!TAIL.S BJ/!,~ 0UANTITIE$ BJ ~ Ras '2.0001 l:; = OC.0 4c.' !:,0° ~ • 2":>C..C.BC.' T • l!?.,.4-81 Oac:.ked. ri-p ro.p L.AYQUT SP'l;CIFICATIONS 81 I ' l__,-_--, ELEVATION R= 151 t:,, 31"':il'21' L 41. 1174.' T = 21.49?.,' PLAN 11 ----.. ' '· p-, '-! ·o R • ioco' t:, • !'1." IS' 59' L = !2B.4-S":>' T =-C.04.410' ' ' ··...-· APPROXIMA'!t'B OUAHTl:'l'IBS :nJRNISH 22 5 'rOil COMJ'OSl'll: PU.IliG D!I.IW 225 Tai CONPOSrn: l>U.. J'tllUU:SH PILIBG (CU.SS 70C) muvz PU. (CLASS 70) CBJI.D' LDI!';: RAll.DIG Pil!lAL PAY Qtwrn'rDS 5'111.UC'.l'UD· 1:XCAVA'l'IC& (Trl'II: D) smuCTURB BIICKE'ILL (IIR.II>mt) S'l'RUC'l'URAL Coti:CltEff:• BRlDGB BAR R!:INPCJRCING S'mBL (MIDGE) 52 LP , .. 215 LI' ... 245 JZ "er 10 er llO cY 18,000 LB REDUCED PLAN USE SCALE BELOW l ' ~ J ~ tNCHES ON 0fll6IMAL PU.N N.ot~: For Pih~ da.+cs. oec" '2.'2.STO'C"\-Pile t:>e:ki\<;,"snect. Fo-c-Ge.nero.l Noi-g~ -e.« "'De::,\c.. Contou;t··~N s.hee:t TYPICAL SECTON DiDKX TO PI.ANS SHBET NO. Tr.rU: l GB!mAAL PLAN 2 DEClt C<lN'l'olms 3 FOUNDA'l'ICti PLA!i 4 225 TON -PILE Il£T,Uts 5 ABO'l'ICN'l'S AND PmR 6 SLAB De'l'AILS S'l'ANDARD PLANS DA'l'ZD IO.RCB 1977 A62-BB BXCAVA'l'IOO AND BIICKP'ILL -LIMJ:TS Of" PAYMENT (BRID<Z) Pit.B DETAILS • CU.SS 70 C CHADl LDiK RAILn.G L">J-Strmdarrl Plan ~!No. V--Detail No. I.IVE I..O,u,IIIIQ: 5 i de. ........ o. I K. STRUCTURES • DESIGN 7 ■RIDGE NC. S5-<c'2. \ NORTH ARM NEWPORT BA.Y BIKE BRIDGE State of CALIFORNIA ORIGIN ... I. sc ... 1.£ IN l"ICHl!S FDR REDUCED PL.--."IS DEPARIIIENT OF TRANSl'OUATION il>l'tOJECT l!NGINl!ll!!:R cu 0'7'2.09 WO '2.5()'2.OI ~STMIL.E GENERAL PLAN llote: D-l1:u!.1cat•• ■v,n toot contoure.. X -10' 10:terTallll a.long ~•t1on l1n8. c11.11.tO!,U'8 4g AOt 1n11lucl• CNlber. sca/e:1''•4' Contou.rs. at .\c' rn1e.rvo..\'=>. Dl!:SIGN Br 6.} / .,., ✓ •L --~ DETAILS BJ ), ~I"""°,-... T/U QUANTITIES Br P,e:"C' '2. Edge of deck OIUCIINAL SCALI! IN INCNl!S P"Oill 1111!:0UCl!D PL.r.MS of deck • State of CALIFORNIA IIEl'AIIIIIIT OF llAIISPOll'AllOII \ DIVISION OF STRUCTURES DESIGN SECTION 7 ~OJl!:CT l!:lfGINl!l!:ill cu WO IIIIUDGI! NO. 55-621 p IB.4 -----..... ~ 07 Ora. .()_ /.-9. ..:::-I iz L cu. REDUCED PLAN USE SCALE BElOW I . * j :S IIOID ON 0R18aW. PUN GENERAL NOTES · WORKING STRESS DESIGN DESIONo AASK1"0...i 1wr.i111rw•--• ...,._. brBRIDGE PLANNING NCDE.aHl&AN.IAL LIVELOAOINl: S10E.WA..\,.K. cas•ps.f') REINFORCED CONCRETE: t, • 2,1.t:la .... , _...,. .... -.. , .. .,.__NCI!~ -~-•c = 1.IGD "'-· ...... ; ,.200.,.11 .. ---tlllcll .... • ; 1D £.lb NORTH ARM NEWPORT BAY BIKE DECK CONTOURS -1>11Ta __ M¥.,._OIIL1') -' BRIDGE 2 C. UT/L tT/£5 ppil: 4 w,i-e-s ~ £/ev © 4 ,,.,,r. 5 @ £/e-v ,,-72z~s-e I Cq,6/e, o, £/ev 27 /V.E 5 W,1~es 6 £/ev 27 NE I rrqn.S-o .E/f!v. .3(;; 3 wi~S' 61 EhlV az. w-E ~ W-NE 2 i,..;;r-e,s @ El•v ,10 w-£ ;t'P { NO /VUP16~) I cH/6 (@ E l•v. as £-W © ~ w,~s@ Elev 37 S-w' 2 w,re.s BEl•V 38 £-w ~,Jd·rb/s I.Q) £/ec::Tro. tii> El•v ZZ PP,., ;:;.s2assH I w,,-e, iS Elev. 2S SW' © 2 w;re s e, El•v et. NW 1 coh/cso @ £/e,v es £-..,,, 3 w,re-S @ ,e tev ao w-2 Wires @ C/ev 38 NE: r'l""(No /vq"1he-f-). ® I w;,-,,g 6> £tc::v 2. ~ ME Z. w,'r-e5 @£/6V 2. 7 N·S PP" { Ne Nt.unber) a,.. J £l•<=,,,.ro 6' ,Elt!J'v• 2 7 \:!.,I 2. wires @ £/ev. Z7 N GP ( No. Nutnber) @ I=)' W,re <@ Eltl'v PP,,,,.S0-,.7:S"~H © w,i-e.5 To T,o,lsrs eo s BENCH MARKS BM N 3K-2.-,..-~8 £/ev. /0 ,Sb Fd. J.4 M, S.£ olons-Pc.h' (,:,,,-S 1'0/ A/Tl rra,,.., The cone ,9r O.C 017 Newpor"T' Ai,,e OV&>r /.hP Nwy1 fc, Nll!'>-V,.be>rt" Boy, Br. c;,.60,:.,,1'" 5:d~ -,C."T'. S.£ o/cny ,,.,,.,.,,, ~,.,. :Ji! Oov.,,.. .or. ~5.,,::.--S. ,f,,-.,o,'77 >'-he S. s.1c'II!' o~cr Ca,;,C. 8,-_ Sc-<'-'-,p 01"" vvooc:I p.,"llr?g.5. 10 . .s ;rr. s ~ro,n N. e,d,9e Cone.-\.<ot:>-l'k CT~ro--s er or,-S. s/d'~ of .,g,-. 4.5 ~:r. w. fro'" .5w. end of"" er~ .3-,,:r: E ~'"°.,.,., .e. sn~/e ef 7'X 7· xo' cone. B<=>>r 51',..~c: -!-u,-e, se-1-on Ccn-1-er Of~/> on .S ;:s,,,:r,:-of cone c--=d/e .,,::o,--'6cu'r CT 2."'I'-"' worer /✓=e oboe:,~ ,,c.,,.. 6e/oi'V cone i,vo.lK DCra.:s,:; t'-.be-,8,-. An o/u~• CQ,,0. 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B~!:I .S-31.42.4-. ,;,02 ~31.+S4. 649 S-3.1, 38s; 'b70 :S'S/, 38.:;. ?'So 4.9.;, l3Z-4:.,s--,. ,19fi,., O,S!!J. ~ IC -/9(;, /Z2. . ...!...!_=!_ __ _ ,1.96,ldS: 7~--- 49(.,.lt!O. B~ ~9b.O.t7 .tZ/ 4 9,/;;. 042.:_!__'?9 R,._ 2. ooo ~., 6. ff • .S-O r--.11e. +at L: Z36. €86 -· 07 @ .tY~.:1.3 27.S--teo £ -f.!r.S: 3.3~ 7•o R= S0.00. • Ll = 13:S" "59 4S T: 123. 74/ I..= 118. ~79 @ NS-31,:5°79.8~3 ;; ,.,,.s~. ta.9. 890 -----+7-2 R .. 7soo ll• 3/"Sg' 2/H T=-e.1.--,98 L• --,1.874 '@ /,,/ 5"3/492.-1~0 E ~9,.S:0~l.34/ R=2_000 .d..-s;o3·4z" Ta BS. -100 L-= /7~. ~as- 1<>,,q;oo .::)aa/2"15"·s9· T= to-fl. 47.:1 L~.12a.-1n @ NS!j/800.0l;<fl £494 (;3:S:89,,_ ® N:5'33 47~2S-4 .£ "'1.9:S,.3SB. l:J70 R=t,200 .a= ..?9°49'41" T • 434. 72 (i:,' L =834.157' Q N 53Q 39~. /34 1-J C 4.9;/;, .:>4/. Sl.9 US BULKHE D N3s-•se· 0.3•£ 13 LINE State of CALIFORNIA DEPAIIIIEIIT OF TRAIISPOITATION OFFICE OF STRUCTURES DESIGN GROUP 7 F'ltOJl!:CT 11.HGINt:l!:R I cu wo BAIDGI!" NO. 55 -621 POST MIU'. -~ Noh< Abu.t i, Ab~+ ~ o.n:l P,;..-2. arc rod,a.\ +o !<>, ke fu+n See Oczio.'d S:ihee.t~ f"o't"" Lc.21ou.. + a:ncl d.o.i-a.. l REDUCED PLAN USE SCALE BELOW 2 t I ! INCHES ON 0R11111AL-PLAN J NORTH ARM NEWPORT BAY Bll<E FOUNDATION PLAN I BRID(iE I I ~ "ll, +ot e, I ..cl I Ui -d) \ I 11 P1 le Cu.t of/ \ I ~! e ~· 84 !! ' lboHom of Pier -.C -l1 ] 4. ll. C -if) i;: I g g:o " + -' I -~ 0. g <O I 3'; ... I "' J) t ~, "' I _Q I I u I 11'---j I 1 "' .f .s; "' <J i:;~ I-Q. Cons+ jo1n't iD ja + -<>h<: II ,., opt,ono I/ st @) -t-C ., E i "'.s; s; I C u J! I--+-I-I j•-Q. Ji I +,Q. 'o.J ..c I I "'@i e, ..... I I "' ,.. t I I 1 C C I I :l ' ) -t- ' / '9 V .I; 'o J! _, ·6_ ,0 C + r1r1 ·-d i= C r 1 @) ·c .c • t 0. u -0 fi ;,+ ] L Cl. , (()' + 0 ,B 1-_ "" ~ '"' "' cf) ·9 -,,, I: Pde. t;p c\c"'°:'\-i.on C II !! -+-II u u cl ~ Q. ·o -Q 36' PRESTRESSED CONCRETE CYLINDER PILE Oe~ign Prope.t""ties.: Cor-ic-n:+.z:. 5,.t~s;, f'c • (DSOO :-)Si @ '2.B cloy':. Oe-=,i'3T"'I Pr"'C':>tt"'eS';:, T6"C"'ce =-457,000 tbs u-He-r :os'::>e":.. p; le Load. "' '2'2.C:.. To'ti'=,, ;t-4, tote, r---#-3 Spiro.I reirif 41 ~t. +o+ 0 ~ ""4 wiY"e spired rcinf Pres+res$ing wire or cables.. SECTION A-A SECTION B-8 ,,...--·---.:: (;g y, " l'2. 2. cle.o.r +o pre.':>tre':>5ing wire:. or cables Foundllti99 Data ~ peaign Load Pile Tip Ele.,.tion■ Specified Abutment 1 -_::WT _{Cla!S 70-::.) _ --41.0 Pier 2 'Z.'2.S r·--S4.? Al><Ltm"'1t$ -• 7o_T(cta,s70 c)--,:;7._c ~r ~~~ jl t ., ., ., ~ ~ en ___ _.. WELDED PLATE OPTIONAL ROLLED SECTION C-C STEEL TIP l 07 Oro.. /8,0, /.~. 0.,!.13.Ju. Fo-c Clo.':.~ 10C Pi\e~ see @ REDUCED PLAN USE SCALE BELOW 3ucl()N~PUN J z ,,,·------------------------------r:::'.:'.",-:::---:::;;-:z:::--;---re-=-r~::::~,:-;;-,---,---,s;;t:;;a:..1e:--;;0J,----,-----------, ... ~-::.~.:;,,:;..::-.~-:::,~0;:..~ll""-------------------------f °""" ., Jff#.f;· . .l~ "' ~ STRUC RES_ DESIGN 7 NORTH ARM NEWPORT BAY BIKE BRIDGE 0EH,ILS ·i~ll ~~""~ f/1~ 0..--rn'i.. CALIFORNIA :/~-:;2-1 ou,.NT1Tl£s 8' c-c-J . .W,;n'tw\ ti-'7e'. DEPAIIIIEIITDFTRANSPORTATION ;:~t!;:R j;;:·'.,..,(,./.f~., 225 TON-PILE DETAILS ORIG:lN ... L SC ... LE IN INCHES F0R REDUC:£0 PLANS cu WO ...,_ .... TD-.........Wff"""''"'ll"l 4 I I i I I i I I I I , I I ~ i I I ' 1 _, -·, () ' ·..o 11-5" ~ Nore Abu.\ J. I s 1 me-.,. nown I ! Abv.tme"C'I~ :> similc-.r i ; ·cl i -! ' -~1 ~ I . ----~ ,,.--, -----I \ I ' i . \ ' - \t/ _\-+/ ..._,..,, ,_,, . ~- -r--~---~-------]----- t A ' ' 'l-o" '~ ' . l'o,ke Po._t \-, I -o ' *=>[J ~ 1e,' 4"cl ' ~--+I--: I o'-o" I PLAN ¾"• \'-0" Top Rc.'inf 1 ll-4, +o+ 4 I < 6oHcrrn Ren:-.. f Optiono.\ con.5t Joint '2.'-o" 6" .t-4/l @ ,e,· ;,----,I.- _, *:.@.!'2.'.' #-4 u@ \e, ,jl-4"-._,_ tot 4"cl SECTION 8-B ,,-4.. Abutment ---'--'--'-'-- a.__ Abutment 0 I ~ Abu.t re,nf'~'-H--.--1 __ 1 Wingwo.11 re.inf ) 1 /-1 SECTION C-C ~!r :::::::::::1:!1::::_:1=:f.-\-j_--j.t SECTION A-A -11"4u@ 15• ~~--'------+-'----l---'---__J__ [, 2~*4~ , I I t~--'--""S "-, ! I _...;___i__;. _ ___;___ __ ._, I WI NGWALL ELEVATION 7411::. l,'-Q'' 0 $12.e:"'2.'2.S Ton-Pile Oetails" :>he(Z:4 1·-0· PLAN ELEVATION REDUCED PLAN USE SCALE BELOW G,' l 3~0N~~ J @) See: ... '2'2.S ion-Pile Oetc...ils.,=:>hee:t. SECTION D-D I I I I I I I i I i _, I I I i ' i : I I I I I ·1 ' I 6" <O _, *4 ' 0- TYPICAL SECTION i':,I':, or-Si Ob Note. I Nu..mber'=:. o.+ end of" b::i.•f"::, ind.ic.c:te distance in Teet f"ro"'IY' ~ Pi~r for- Top Re",""f a.nd -from "'-S1?0-"' for 6ottOTY""I R1Z.1-nf. AU re.,nf :t H ex.c.e.pl o.'=> -c.a+ed. 14 10 10 10 IQ IQ I() L Pie:r 2. ,o ,o ,o -\0 ' TOP REINFORCEMENT No Scale. '/L~1·.:.r-'2. 1 cm•,t BOTTOM REINFORCEMENT No Sco.\e OIUGIN.-,L SC,\.LI!: IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPAIIIIEIIT OF TUNSPORTATION d', :,\c-'O STRUCTURES • DESIGN PROJECT l!:NGINEER BFUOGE NO. • REDUCED PLAN USE SCALE BELOW l I . ~ , ::J 5 INCHES 0N 0R111W.. PLAN :I ~I Co.'n"'lbe"C I "' Line :i ~-I+ .D ,5) N -Q 6: -"' ·j 4'. N .9 "' "' ~ d d 0 .J (j (j _,,J (j ..,J -+---+--... ] ... Q. a. ~ ~ .;,it .J<I ' Profile. Line CAMBER DIAGRAM No 5c.o.le Does. T'loT inc h.i..d.e o.l\owonce f"o'C" To.l:>ev...-o-c-\< sei'He.rnent NORTH ARM NEWPORT BAY BIKE BRIDGE SLAB DETAILS cu WO D,•reurd pnnu, bunt>ll' ewlier nivi5ioa dale• - 7 EL..17,02 . :ti''" !,40 H 6" . ••• ,.. ... - QUANTITIES ., STRUCTURA.L CONC., RET. WALL TYPE HA MOD. COHC. 9AJUIIER • BAR RE:INF. STEEL ( RET. WALL! • STRUCTURE Exe. {RET. WALL) ♦ ST!l:UCTURE BACKFILL ( RET. WALL) PERVIOUS BACKFILL MAT'L. WATERSTOP TUBULAR HANO RAILING * FINAL PAY QUANTITY H•4 116' ,o· zo·v.c. EL. 13. 10 P.1. J3.67 - I ToP OF WALL_-:--i, ' EL 14.02 '«' F-EL12..68 11.v.c. -\ ~ EL 1342 ,< • . '~ ..!, . - 'L"M♦CRAJN -~~--II ~E~:J --I--0.G.J_ ~ - WUKENED PLANE JOl~""'l I J-6) (!!) 24 , 6 REQUIRED EXCAVATE 11 tlELOW FOOT, "G ANO COMPACT BACICflLL TO 95 -,. ELEVATION VIEW WALL I !54 SCALE: HORZ. l~z2Q' VERT. IM= 5' FOOTING PLAN WALL1!54 NO SCALE - 13:5 C:.Y. 402 L.,. 6500 LBS, 170 C.Y. l70 C. Y. 20 C.Y. II LF. 402 L.F. Aj 20·v.c. EL.12.<H /P.E.12.43 r, .tZ.!1'1 / E.v.c. FILL SLOPE -::J EL.12.07 EL.8.80-.,. 1 ·- EL. 12.08 EL. ·a.oo "' ,Rsl078 A•z•-51'42• ",n T•26.93' L•'53.9'1' LAYOUT LINE WALL 156 BM No. A771•1945 RESET 1965 EL. 11.37 PER 07-0l'tl,•I INDEX No. 19 C, 0 PAGE 3 BM No. 5!:-2-58 EL. 34.78 PER 07-0RA-I INDEX No. 19 C,D PAG[ 3 ORA - I "' ~ -. • ,, ..I u ..I.: ... ;o• e Q + Z• ... ~ -. PLAN VIEW REDUCED PLAN USE SCALE BELOW H=4" Lz21◄" A7 ,.. ,,. ,,. 20' V.C. E• 12 . ....J EL.12.◄9 P.1.12.<19• ~ B.V C , ';"f.'F-/L.12 •◄3 EL.12.<19 •• 20 V.C. EL. 12.48 e.v.c . f.v:v I ...,,....,.-~. ~t;~·"' TOP Of" WALL- _ t~·M ♦ ~Ai~ 8 REOU. ' --' - WEAKENED PLANE JOINTS IJ•6) @ 24 ', 6 REOUIFl'EO. _il__Lo,:. --- v.c. --------, ... _________ A_j ELEVATION VIEW WALL 1!56 SCALE: HORZ. I Mz 20' VERT. 1 M" 5' FOOTING PLAN WALL 1!56 NO SCALE - \ ~ t:: 3 INCHES OM OftlillUL Pl.AN ,o· T 20°\f.C. EL. 10.65 P.1. 10.65 v EL. 10.114 f e.v.c. EL, 10.60 1/E.V.C. ::n: -t F"OO REDUCEC, Pl.A.NS 0 3 ' ORIGINAL SCl,.lE IS IN INCHES -----. - 01' ORA /1/.0 //I.II ~ CIVll ~ • NO-..d&.J~ i -! .__"'_"_-____ t10 __ v_,._m_&_ .. _c_,;_~_~_t_9_,_-_2_-f· ./ j , YPE 2U, MOOll"IEO COHCRETE IAIIIUEa TOP 01' WALL TY~E I MT. WALL TYPE 3, TU■UU.R HAJfO "aa.tN •t: STD. ~LAN , /-•1:~:: __l_ [Ll--, '"\:._GUTTER SE! STD. PLAN e1t10H DETAIL 3-1 SECTION A·A NO SCALE RETAINING WALL No. 154 RETAINING WALL No. 156 I I \ I I .I I I I , .308.,..50.00 /Clev. 2/ • .::70 + I Beginning oF Woll I ,, " 'I -3 0 .9 +-2 o. 00 .a.v.c . Elev. 3Z.2.3 1o·vc. .:109 r.30.00 .V.C. C.lev . ..3Z.&.S -7.4 7 % PROFILE AT TOP OF WALL PROFILE AT TOP OF SIDEWALK Tofol J..englh or Wo/f,/..50'-0" :, ,, ,, Coble Rolling Top or Woll ~---------------' ' " " .310+00.00 Elev Z7.40 ,3/0+-00,00 / elev Z3J,O Encl or Wall Top of Sidewalk I I 1~.::?~" Cosf-in-Drillecl I I 1 f 1 1 I-Io le Coner.ere Piles £,1r,00..sea/ og_yri:go,.t'd r'Nv:S.-7 1 l Ocrturn Ele.v. to. 00 ,, ~ ' ~ p 1 ~ .~ ~ i ~ ~ ' I:) ~ c:s~ '¼ "l "< 0) :; Fr'ont " J08t-.50.00 ,1 /3eginning of' Wall .. ELEVATION M# 308.,. 94 ~ Gvffer Face of Re.f-oinrn9 Woll ,' ,, " Face Sicle.wctlk Edge of Povernen+ Ex1.sfin9 f Dover Dr. 9 .3/0 +-00.00 Cnd of Woll j REDUCED Pl.AH USE SCALE BEi.OW t::-l ¥ j ~ UQa: ON ClillUW. "-"" I Proposed £ Oover Dr. "-----------------------.---------~-----=~-=---::c..--=c..c_-------'----t--------------J 3~ ,l PLAN ~ ' ;•;, 10' For Uenen:.1/ Noles s~e "Oelo1Js ''.5/2eel ---07 Oro I _...,.,, ___ . Slope C obi~ Roiling~ Top or Woll V Sidewal,t ·c,c;.." Cct.sf--.1"n-Dril/c=d Hole ConcreTe Pile.:, TYPICAL SECTION • A~s-ODaRWas 24• CAST-DI~~ cma::az,s pzt.nm *na&1'0P ~ ~ 0AISC(LU.14ibl.i:5 CON~~tTIC!li) 360 II 21 <I 5 CY l48 II PDIAL PAY OD»ITU'DS S~ SXCI.VA1'Iml (UTAIIIUo aw,) S'ftl.UCT8D MCJ<PILL (RftADl"ms IIUL) SnttJC'flJRAL CmlCJI.B'lB, RBTADDkl 1fAL1, • BAR. RIIDIPCllCDl<I S1'DIL IRl:TADIDIG DLII) MlSCSLUU!mOt!'S !B'l'AL (IIRIDCm) lNDBX 1'0 PLANS 20s er ., er .. ey l7,000 LB ",.. Simi:'!' BO. 'l'ITUI: l ' ' • A62•BA ""·' BJ .9 Bll-47 """""-'LPLAN FOblilDAnoN PLMJ.. DRTAILS LOG OP ffS'l' BORDIGS S'l'ARD,UD PLABS DA'mO MAROI, 1977 !DCCAVATJ:Olf MID BACKFILL • LIMI'l'S OF PAn:,BRT (BRIDQ SURCHARGI; AND WALL) BRIDaE IlB'l'lr,ILS ~~I!ll~n.~ DftA:ILS 1100 2 Dl!:SIGN • 7 Dl!:T ... IL.5 L ... YDUT ,, QU ... HTITIES llr cl<-~ Cboci.od _),...,.i.·,...,~ ..... 11•"'7i SPECFIC ... TION$ Br U11i. LO ... DUfQ: -.... AJC) .U. TERIUoTIYI ~ PEIIVIT DUIQW LO.\D State of 7 ■1110GI!: 1110. CALIFORNIA rs"-m"'u:..::c..:..TU::..:R=E=--s-""DE::.::s:.:;:1G::::N:.....:..t.-:::,~~"'!},•~•L•O:.:kl------R-E_TA_1N_1N_G_WA_ • ...::L~L::....:::.N..:.0~.~3~0.::.9-=-----1 DEPAIITIIEIIT Of llWISl'ORTATION =~t.:'il, ,p ... ~ r:,.....;..,._ /8.Z GENERAL PLAN DIIIGl"I ... L SCALE 1111 IIIICHE~ FOR REDUCED PUINS {l-?"f cu0720S: wozao201 Dian~ priatfl beano.-urlier ,.~,o,on datfl• - UTILITIES (!)-:Pp.# 141041.3£ ~ HV wires N -$ at e~v. 5d' ± 2 ~ • 45'± 0-pp#/4/04//:E a HV wires N -s ot elev. 51' ± 2 " " .SI'± BENCH "'o MARI~ ,BM• 31'r-Z4-5,$ Elev. 10.dS Fcl t.4 rniles SE" along the PaciF'ic Coast Highwa':f :u.s. 101 4/t.) f'rorn fhe concrefe bridge overcrossin9 on Newporr Avenue over fhe High-way, To 1he Newport Boy t3rklge. obouf 335 -F'eef SE along the highway from the c1z... or' Dover Orive, .S . .S r'ee/-soutn r'rorn the So<.Jth .s/de oF' o concrefe bridge set on top of' wood pi/,n9s, 10 . .s f'eer .::.Ovth from -the Norfh 9dQe of' the concrete wolk across the bridge on the South side of' the bridge. 4.S Peet West --F'rom the Soufn west end or' The bridge, 3 feet £ost r'rorn the casf side of' a 7 Peet by 7 r'eef b9 Sfeef high concr-efe box sfrucfure. set on -the center or' the -top en fhe south side or' a concrete cradle fbr obouf-o 24 inch wofer iine, obovf I .Poo+ .Qelow concrete walk across Tl,e e;r,ctge c,n alum. cop. (OCS Line 3·K J PREUMNARY INVESTIGATION SECTION !DATUM ~20· ~OT'>GSIA-l!TR'I" AS OF• DRAWN IUltYEYl!:0 I e, TRACli:D "W.Joe /Z-4-78 I DESIGN DlnAIU 0 Cho in Link Fence NOTES + Denores spof elevor,on * Deno-tes elecrro/,er Cbockea " QUANTITIES e, ORIC.INAL SCALI!: IN INCHl!S FOR Rl!:DUCl!:D PLANS I .54• RCP Oro. Co. (S.D.) ,qpm·ox. Loe. Bur Coble. PTPT Toll (A,;pro-x. Loe..) l State of OH'JCE OF STRUCTURES CALIFORNIA DESIGN GROUP DEPAl!IIIDII' OF llAIISl'ORTAllDN ( I ; I I i ' cu I WO ' ' ' REDUCED PLAN USE SCALE ea.ow \ ~ J :S 111:HD ON 0ltlllNAL. PUN IIRIDGl!NO, PGST MILii: ... -; 07 Or-a RETAINING WALL 'JO 3G9 FOUNDATION PLAN I. ' -•.,.~n--.YJ !3/¼1\ I \ -I I I I I PIL.£ CIIART Local/on Spec. Tt;o £lev. 308.,..53.00 -5 308,-r;,7.1:pl -7 308•8Z.3-4 -9 308•97.00 -II 309+03.00 -II 309 r/.?-.00 -II 309+Z5.00 -II 309+3(,.00 -I I 309+47.00 -JI 309•5300 -II 309+C.7. C.7 -9 309 +8C:. .3/, -7 309• 97.00 -5 Fr2nf Face CI.Zl.50 -i. £/.17.00 HQl?IZONTA.L.. REINFORCEMENT CI-IART Sfa. 308 ~50 lo 309•00 309•00 lo 309•50 BacA-Face ,· 3'0" Elev. Fron/ roce Boe/-kce /700 lo.2150 21.50 fo lop /8.I 5 lo 2550 25.50 lo lop /9 95 lo 24-.0cJ 24.00 lo lop 3'-0" '5@8 l'n<U ~@8 max. 5@/0 n-,ox. "4'."' /0 /77C/)(. ·.5e110 1770)(. ".{. "'10 mox. "i:;;@7 n>ox. -e, <'!P/4 /7?0)(. 1 .-;;@7 /77C'X. -e,@/4 n?C/J(. #(p@ 7 /77CIX. "',;@/4 /7?0X. GENERAL NOTES LOAD FACTOR DESIGN CUIGIII:. M»n'0-1ff7 .. lllfWl--•---~BRIOOE ~ NIOODIONIIAP«JAL lncillld ... -lacl« _..,_ DEAD LOAD> __ 35..,,_I __ .,. ___ LIVE Lq,IDINl: ~ -el~ -Poi,,al1 _.., 5-. N!'IHl'OACED ~ ,,. "eo,oi» r,.l £125.51" • i •. i . . . T-dlct.tlat,t(--,.,_•DNl"'I '• • 20.CIOOPf,I le • 1.200 ptl • • 10 • ; HI FA'l--+1-----++--'" 1-+--f'--f---i I• • I 3'-0" ELCVATION Yz",.r-o"' ORIGINAL SCALI!: IN INCHES FOR R!!P!JCEO PLAll5 Fron/ Face f : ... _,. ...... ----~ 07 O,o / /B.O /8,S /~ O.f.1'l,.iu.. .,., ,,,_ .(., -,,,c;. . I • I Pile Reinl "7foi8 d • • • _ Woll l?einf- \ S£CTIONA-A Vz:"% 1'-o" 3" \ \.....->-:t'-1--"'7 fof 8 .. 4 Mre Spiral@ 3 SECTION B-.i • • 1/.z. .. ~,,.o .. 5/?ef. er b;:-cA-f'oce I' r I'-I N Bal/. ol"w all ~: IZ ---------i7 ,,4 oCEill-//e '\) • f', "'4 fol. Z rl,cal roal lace @/8 El.27.4-0 £1.2-?.00 P1I~ rein,C -, and pde rein/ ,nlo Bend wolf I. of 60. o allow phc/nq cA-/'ace horzcmlol c:, £119 95 rein/ I • i I I I II I I - ' ,, ' ~ ,E.xpo Fini~h. -1 A99~ ·.:,~~- r. 1$/0 -:..l,z· . #,5 J "cl. {typ~o r honzonlal nForcen,enJ . rel se e He ·ir<inlal inlorct!rnenf or/• Re vc.,'/2 3 ½1 I ' .,__ 2 4 "C. osl·1n·.Or,lled Pile Hole TYPIC4L SECTION REDUCED PLAN USE SCALE BEi.OW L I. ~ • i:::: a INCN!I ON......._ Pt.AN =1 ~z." .. ;.:.o" STRUC RES • DESIGN 7 BRIDGE NO, . RETAINING WALL DETAILS NO 309 ;: PflOJit.CT EIOIGINRR CLJ , WO 18.Z 3 '{ ! I -, I J -L llJ lil liH!! !!ii l!1 _,__ -, I l 0 j s-2 TBM _ Yl!llpw K~e.l t>I? /'??f!o/,017 ,Sl11n&I. e;. /,g. ¥z ·/() -Z() g El S-$ s-1 3/t> PLAN REDUCED PLAN I USE SCALE BELOW t-----l-1---""~ ------,::J •• l: S INOl£S ON OltlfllN,ll.. PIJoiil SDI"-!-~ s-1-tff' /.J,,Pff'I, ,',,,1-, ;-,.,1-.,,.0.-az o'f"'StLrsrpN.-• ,...,..,qhle poor/~ 1-o non~ &•-er,~ ,r,;,.e S,,,ND ,v?,,lJ, 1'7v.me~S 6YPS'u,,,,r re4rns q/lf)"'!I ~f-w-s f b • .ldl,,g ~/,u,-. s . V-~ tr'ense y.y-91"••1? we/I ~':"red ,..,l-,e ,~,'i,d SilfNl>S,w./E. ~m,P-7 1'-. -f:lda,,se. 1,9,',-r gr•y f• do,-,'=-g,-q!/ Ml&AC::IIJL/$ a11.rsn:•1V6' w,',',', l4!J'•rs #z#' ~e,,-,•l?l-t!!t?' ,r,',.:,,e ~•ln•d SANl>Sn:JAII. 't'-·Zl•7? /() 0 -zo ~.~o----------------------------'--------------------------------1-'-,---------------- - - - - - : , 3 ~ 0 1 _ _ = 3m State of CALIFORNIA OIVISIV1". OF 5iPUCTURl:S DESiG'l SECTION ~1t0J1::c- l!:.,.,a>rl!I'.<> PROFILE ·•UDfoE NO. RETAINING WALL NO. 309 I POST MIL.E 179/ ! a., LOG OF TEST BORINGS