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GC/ARD RA/G �� It lc°f/t%/ Lt tJ . �' AWN C4LriPAIMS 477C , 47 it 46410 A770--2 • 477-0 A 4W14NOW- - , (� 4 4- 4p , Zd `l 9408 54AW ALONG OVEN/� �O�PD P 2#0 MW �� ="$61 >� des 09 M/4 S ,la• ...•a— WALL � dlAWN1 II #G BARS Ar B„oC .E Carr)reCH 41, i rwiPuSr ar4q,” GU 7t 'v6 SEA' ®firrA/G "B" � • { a �� c see rexK�r//y1G? .SGf CZO WAC 4. /st J? a 0,3-lees A&WV,0 aVeRY to B2lR S CAi 71?=4, d• 8 - i$" v41rra4/4 A7" LOWAW /flgifAr 12" N6,lawr 4' rd to '� a e DETA I L Df' -- ---�... .. F csa c�rAC • �#v �+ �ry ww SPEGfFICATION AM IM; A W M11 ,%-VP V146M LNG-SPAR PLATE STRUCTURE 46 ND SCA Atference: California DOT Standard' SPecifitatiohs► t98d MAW 15,31 1 Edition) 1 tit i material over the structure.'s crown, equip- LON6r PA TTtUGTUR . Caistsiing' of corrugated is a iR When, plat rtg ma 8 a _. . nferreed toncret! footings concrete 4oe(it 'shall always be operated perpendicular to• strut• i MULtI- PtAs[ 511>`ET Dolt�er. • thrust T1 tatw earth backfill con filling i; tarsi axiE until a live): fill iith a minimum of I."fttt E beasts. WWII a Vi/�>< � �r ' E i fM RS 60cTf U 0 1 in ial. ovirion. of cower aver . the;;Strotture crown s reached. .'At, ; t(� the details of tire fo} obi > Vr3 _ r h initial i ' R ^Ktc oa b+o4 e+t _ �' ,' ) epprotimately: the. center of , the structure the - , fl•a.,..roac , a �a ten n n a assniawm of -12 WWI AL�d+Rt¢ AT 2. CON METE: Concrete used in the. 'trucE�'e fnr fiAO . ► crirssinq fbslt be. a»de iea .ntal ? ri, - , and/or Wirt atis shall cohfarat to inches of• material between the structure and; the e4uip• 6es. a liar' 9w ui ' :�' C� °" ; -._ dsm . nitiil ': r" in '.us8 thin tar . r i -6� CWAN��,. irements for concritta in Section 51 of this,Stan faint,. tr*kk, During i, toss g r9f. g . t doe K : .r ' a thth:, a it tr lir4 ' d.: tasure. .pr: ._less or L 1Nltiir p'tAT€" Specifications. ima dt1x . #Fi ., Pr , , • . -II ` r ? /ice TWICK M►T #AL r i T arc struction a�1Tb r - Y placing :the backffll pee the i,1ee h, _ton • 5 . x l t hwa l art . t� �- ►. ". .. i 1. STRUCTURAL: Corr ats0. steel , ptate< fhall be 2 loads eater than M. 9 ltye load s a4a1 h d .Y 0 1 u9 Sir' • . � . _ ,^ � , � ,fs•1 �,,� +. . . r. oil to ,._. I 0040 on the h scut tar n, if sufficient per. li ci+rr"" `nytl inns and shat be the grgt may: cross f tni s ed s e o Y A. t of thia' structurtl fLeel . r' r r `i rarid.8 per Celtrans drawings. All steel Pars mantnt: or tempo a y cover s P d f 'be lvanired. s � . • .. + 7 lies txce t the reinforcing stets shall gi Standard Pl"ens " Sheet Q$9. TlixdSr , i' P 11 Lion 1 of: the '' nrrl"nc i 41 5 . •, :• s ,. itatarial shalt be is tonfor•"" with Sec 6 li6NA. tantlard cifications and AASNTO M-161. Liongitudina S SAt ago p , t red except at s chi in radius. Prior- to i seams. shall be s agge p 1194 I1, PRE- lo.,, ON CONP Rh : catiEt+ vn., a. . ,, { ;.,1, • r - . •. .. elf.. r .•♦ , ,) • ,. •' - - ••• ' • " ~; f, The structure shctl be faba`icattd. Assembled and, er !d n r scuss con tr i n r dart. \ lase: 9,.w t e ,; :a S uc t q A ote in accordance with recommendations by ttia mrau#aetilmtr;: M iv f f r df t!►a pg _ at A g4a1 ed reprBEtnta# a if _ the iaantt attire � - structure wi.11'.be resent to diseuss methods and respen. 1 0 �' e. LONGITUDINAL STRUCTURAL 'TwEltits UST 'BEAM i ili t h itorin a COW 014,1 ckfitl _ SsfS �: : • LON E ii ty or shape peon g and CO L o .► Mey, H Ries : , on u na S per{ }\ 9 material testin :and placement, and C action methods �_ , __ g Cpn yt.NTG r • ' [wW6 O:.• ttl4ry . Er t l in area astride ++►aa .er 9 P- ,. fMrp , *0 . .` . ' _","�:, . ..: rc'actT+•NC� � f7t3ww shall _� a c tics buek g and .testing,.. . : A representative of the Ert 'ifttt, Prime , + Brio TW T t �ihi connects the strut- 9- the longrtudinat bolt seam th otN1 ConEractor., :and an' inkolved: Sub•Contractors "t be �.. ` tore s t and side arc. 'St'iffieners; shall bt concrete., r IE op present filled and shall conform to ..Saction gq_10, 't)ass :A• l . ` ""_"_ : 1 c forwih t8 ___ ..a .J Stifftners Shall have reinforcing , ste! 9!h ,, g g• , T RNATE STR_U.�TURES. The Contractor may furnish an o! Section 52 and the details On the plans. erna a stru structure the SUPER-SPAN shown..on the plans Or snit in. thesit-specificat'sons but the follortinq conditions' S. EXCAVATION, Excavation shall- conform 'to Section to -of must be met;_ the card Specifications: %A. Material must be designed;using the AASHTO tong-Span i 6. BEDDING. (Ellipse Only) 5truttvre shall •nt'pta+t+ld"on ! ' criteria and these ' talcs" and it ecifications. s-fa67e foundation not subdect to untveh. fettiefent. Thi ~ ks or unyielding !9, The :corrugated metal" place' thickness specified fs. � � DI ETA '� ilf�+li foundation shall ctn+tai.R no 1;d1ye rtK, . tonsidered the minimum acceptable for:. the strut- ' : l /� t'� V localized areas. Any portieii "of. the structure invert �OUD >F}C SS ' .t� + � p� ec turns) on this prr�,)ect based on structural and- ,- R vASG CANNEL Subject to wheel loads from equipment during structure our sbiIi.ty requirements.. Any other strusEare TYPICAL SECTION w erection shall be supported by granular .bell Raving regardless of "special features" such As curved / NO SCALE • Approximately the shape Of the str'ilrcturie invert, 'riCS compact ion wings, 'etc:' must bl.of the saRie or 1 CA>_ilzftnS 2 � ►Zxly i3oX PP greater, tickness. MUL 1�" PER PAN = PG-1 o �'1- :pg s � y " V CoNT�CN ARI • erected structurt(sl C. "Special; features°, such as roiled' structural Ceti ECH # /0 4) - .p I bACKFILI• Before beckfilling, Lhe s tr' ribs shall be hot-dip galvanized after fabrication 5074,014 "rt► st-hill 6"t within . 2% of the desiggnn drape. i the E uc per RSN 4123. Aluminum structures shall. have alu. . NO SCALE � � gP� _ ` 0 9w r tare is not within ;he . ailowelrle tolerances, suitable A i e r to bran ,it into"th minus, riles. Ribs shall be placed acr`oss,oand full ' 2Eit':'e" • •7718S7a ; o4pl" a /Nv/Qo"1J�i L T�1`/J41S {./t "( • teirporary supports may, be necessary g t Periphsry of arches, or across the full periphery of "� �+` AIMEN$IDNQF',�7?Vv I0 proper shape. During ,backfill, .a qualified r#presl+l• 1 " e ��3 c rwNY�uaus�Fe+w X4,14- }itr .6 VERT. the top and tide plates of, elliptical --rtructu, ef. tt,+G,w O Ru T b 1g404WIHdW 29 2 ta3lve of the piste -manufasturer hill monitor ,and b r.im r i i " and vertical f a um b spacing shalt . be 2 .3 , And the first a i7 M•x. C.C. ( aat WaTtmrL) AldR6'^ NEE r +rG'rG record ,tile displacement both horizontal o ,. M o and last rib .%halt be plated at the same location on the structure periodically during ;IKS ent of structure r, the st �iture as. he" ends of a thruft 'beam would be. \ y co botkfiiI and embankment. These retards shall be made N allowance f r it i rib - available upon reiluest to s representative of the Amer NO o conpos a action between b and ©.,,>s,oe —'t �tiw+r•,uaq htlI be measured to the place will bt.a.tiowed. The combined aigaent of inerr. 4 jc _ and/or Engineer. Displacements s 3p� � _ tic of late and rib must satisfy the normal ftexi+ nearest 118 of an inch aE locations and freQpentit to p Y assured the rat of than ' Mill not protlut4 .uitt ate bility factor as shown -in AASHTO 12.5.1A A. The `span „ . ,, a r, ►. : r 3 � be ^e 9t .. l in the formula for flexibility factor shall be w : T,+ o Top Pw>v, , . .-.p- s�a"tStNSaT..ewoao I > . ►' ;. . ' displacements beyond allowable totaranceE, Mateta T -, aartas It replaced by twiCe, the-top arc radius. placement under the hiunchts of the elllp%e may` be Roo a iWi " • ' '• 7W - ' $" Accomplished by jetting when approved by the Engineer. - F P Material rust be, of the t thab can be readily etted 14• LIVE LOAD TESTf11G: The manufacturer of tie long-Span ,' ? i minimum send equivalent of 3O). Placement and s rut are s e provide comprehensive test data proving 1 ,�, y x ( ompat Norssm: ocyv"t Wu IZ" %' \ • �.' N +'f4SARSA'rB"OC Lion of the remainder of the btickfilt shall be as shown it has live-load tested one or more of its structures of H era s .: `�+ � �s a aRi.ra on the drawing. Eatbankment shill Conform to section 19. equal or greater top radius to Caltrans P-13 live load i•1Re6*rattccc t+e i TS, + • . r Structural backfill shall conform to Section 19 of the plus 30% and HS-20-44 plus 20%. If the manufacturer has Ts+v"T $txr-A% To BE Standard Specifications except that lift thicknesses may no previous dive load test data under the conditions ` Peuip rw M�rr.aat �( ' b! superseded by these project .specificati>rs , Struc- described above the contractor, at his expense, shall r ° d • ' i i 2 T6 rw,N,. M• 6.+ M+tao 1: '. uK sip► -�+ � tural backfill shall have a sand sq.uivalent of not less perform such live load testing on the structures. within f*LaTta vsa Tµ+s a +t,+a+nN , than ?0 and shall contain no rock or so`id material 30 days after paging over them• ' Measured deflection t°'a°�o` $.cu s,ot , Far Ga►c-rfNG �• i •, , Ov Tut: S'T@vcTw.et - Ra�tr C...CC O.vIY. • ' ••• ' 1. �� , �fu W greaser than 3" in diameter'. The perct,.t of fine%" : under test conditions shall nit exceed 0.15 inch and`. no ,i a *� -e f passing the He. 200 sieve shall net exceed ?0. Struc. discernable ,hanoe in pavement grade or condition w0l 2)t.-+c,rTUO,N+a Ra�►rrotc,N� F` No, tATFoR R pa 9 i6 M"g`(Pal14.G ' tural backfill beyond the structure shall o teno 6 feet be ,rl hawed. 6.+t wi v 9r PLAX%O d••• Es510�,� `� , ® Lac o ' a5C�+s o•c / ' I t minimum unless the in-situ- soil is equal .J nr hitter, - - _ THRUST 61..M -• ..,1.,: I '•'? : - • • ',' L_ 1 ,Y Fi@f 5\pa. C3c i3awT. ��,� ...,.,• C� � �". � Cos h' Mxx.�p►,ti a . . ,Y, • ., � Batkfill shall- be brought up evenly on bot'r sides in 8 j.. �✓ inch maximum lifts. Large wheel or track acch'nes shall �� Z be kept a safe distance array from the ste l Elate. If �` 'a \ the rate of .shape Change. for °the structure _-clads many- - �/f facturer's• ittonsendation during Lackfi '. l , backfill / methods and,.<ar materials shall be modified .o keep the D 1/1I. ttplt s Afat79ir) + Ld 0 � B structure`s Shape within the Werances, * ^* F4aTING S D�ETQ/L w TH T. �''lr+� cA,j4���• r No %5r.4Z IF - NO SCALD 1, e r . Z C) 7, REVISIONS Paftav D: DATE REFERENCES DATE BE�i� N MAf �CAL� 8F' CAL t T l . .. CITY OF NCI CTaA8 PUBLIC W O R K� DEPARTMENT DRAWING ,�0. W < � ` PLANS PREPARED UNDER SUPERVISiON Off' RECO M ED ' APPROVED I yMENil1iT` PL" F4F� HORIZONTAL HONE DATE : �' (' , BY: �c , _ Y: 8352-#G R.C.E.` NO. : � ._ 3-zl _�� ' NCINITAS . TMCTI, �08 --041 • \' VERTICAL fW NE L'"NtiB4EER DATE: ,.� DATEi , • 11 to I COAKwGAY EXP. _ __ `fC C k` �• R-C _ �,_" WORK PROJECT M0. SHEET OF . FILE NO. "--001 . zlCpl' . :rm a -may _ ODl1BG E C�n r / RANCM PI I ROAD IA di xx L. ve 49' Z:1 5zapo - C44.TRANS 086-0 1w0,V Grl.I"1 ARCig l/QQMLQ 81 7YM C .W,&W&�Aa g ` FLOW I s �fi k 74 0 77 A,L4 4 k/!/1�e/,�3 � r // � �� � k q.8' lJZ TON /?/v RAP' WPlUVT€o iN PiAGE ' TUC S/DE 6AXY-• 7Jr / r'.` .r^+. /" .... . ••. •:r i.. ., .:>:: .• � �} �•.tO •.Y,a.:v.:+���.. ;, •,.,: . :};yi r 'p' •y` .•:;r:• t ..r•::;+} ✓ ;' ' .:+.•.i !r:•••:�;•�YSi:::if:•,;;..;y:yi'G<`: Min I o. i}..r..pA• .••i:i{:;>.-'k:•+yN•••y y S. :a:v +n?. i'� ': ` /.ST/NG 7'S ` • G f ' aail A. r L I Y', I.0 ' TN il4r R I/f0�1`rlN�r CiaA{rlTG7G • yf # .v;.•S :-i,J"�1Cr} i� n.:�. ys !.p 7'xi F+wTd�R T �::> .< .,>: . •'...,, si.; ,:;. < b 91AA/K T C� l/4 t "` ORAM TYP co4c PETE. j SEE D-6; TYR - Dorm 3/DES AA G`t/T OFF rio �cr�wrE,c�r RU�cTU� ��� 1/2 TON RIP-RA#o--Go!'?1177NG+• mor wt4�L _ �+`6awftO MIS SIDE NO SC44E 0 a -_....r - ..----• T �, fir' C) ,. H .:"` m.e.a.mesL...wt .,... r.r.+ w.. _ _. a+4m..,m. « :,eww...>....:,a.. .®. .. `, • 1 •� ♦ f ,v `V �•C� a u� . t 4W4MAI Ar'tdY7'J�"�R� G"44eorr WfliACs�VI�L4 7tNtir c�c r,� •ire-c _ TY1' .444 WING W,Q4LS 7M5 d � W/fVtS� 'EE7Cl1 T 48OVE DBL /Z x /U PCg PEP C,467)C#N5 D01-Df5 Lli N { FLOW O ._ Q z V) '' - �/ / f.� Ld (17 p.loll _ C) :1 REVISIONS APPROVED GATE REFERENCES OAT +{ ( �► Ci � AMDROVALS CI CAF EIVCI ITA3 , PUBLIC WORKS DEPARTMENT DRAWING NO. W d Cl- 5 —�3vi�T i .le 1• _ PLANS PREPARED- UNDER SUPERVISION OF RE'COMMEN ED APPROVE[? - • HORItONTAI $C44415-_ � 1 RQ'V'I:ME4r'I' PLANS FOR' GATE 8Y; JG` C BY: W52-#6 PC wu R.C.E. NO. : t I Cr I N I � 7—0 7 N TAS TRACT 8 41 N DATE: . r • DATE: _ ; ' EXP, ��• ; WORK PROJECT N0. SHEET 7 OF 4 _ 1 FILE N0. 85--ool,