The URL can be used to link to this page

Home My WebLink About2194B-7SPAEIF SPAM it1 30 4 2J ti 3A 1E*17 Fal S 6 7 t ! 10 6 T 1 ! 10 s M• Earth ever Ftl q 6 q 20 q 20 q w q 20 9110 Roof ands wd arch) 1 • 12 12 14 14 1 A 1 14 a 14 i 10 14 a' I 11 14 1 I M 1 S 11 9' 10/2 9' I M a 14 I IS Ir K' 13 Ir HEO 1 n itndnl I I 11 I I I I 9 9 12' 1 q K I I I anchl ! 11 11 11 11 11 a 9 a 9 10 a ll 1 10 3 f S 3 4 S 9 3 • Ize ser • S 9 T f S 6 T Mexhaum Ear Raaf -11 2-1112-11 3 q 1 T q 7 T 0 T i T i 7• i q r 6 6 10 20 7 6'/ 0 20 • C q • 6 10 20 20 t / 1 • t • 1 6'/ T 7 th 2M ! 6 q 20 • ! L 1 10 • 6'/ 20 10 20 0 20 ! IV9 M T 7 N/ f i 6 1 20 q 120 M 6' T 11 10 10 20 10 d*/ a ' Concrete CF/LF t 25A 34J 2T.8137.7 321 12.3 26.1 31.7 29.3 4Qk 30-3141.9 322 15.1 31.5 10.7 512 45.4 59.! 51.0 37.1 5 3l.5 51.! N.! ' S1.715.l61J 11l.l+il.5 SS.r 75.1' 61.6 ' M.3 6 AWnfarcement L•/LF !! 261 2•S 32S 3.i• 3lt 327 360 3I3 3i2 353 40S 365 4M 402 43 45 121 471 324 lA 44 522 446 %1 43 51101'4112! SK 537' G06' 564 ' 634 U4 1 I 75i C C 7 6' 7 6 1 T 8 T M • 1'" 61 • r Yam '•^•" bora. For aporri r saw be 1 !' • 1 10 1 1 10 Soacka and l T 7 T T 1 7 6 1' S 5 -5-1/t S T 5 Nk 5 1 6' S i' 1' i' 5' d 5' 6' S' 6 5 i 5 6 1 z i 5 6 1 ••a"I Size • i 6 6 i LONGITUDINA! i 1 i T i 7 6 1 6 T 6 1 i 1 6 1 7 6 7 6 1 i T 7 T 7 7 7 T 7 7 1 7 1 7 T 7 1 7 •... S111111 I• By 4 4 1 • 4 1 5 TYK "E" STEPPED BALL (SNGLE CULVERn ----- In "rot two stepWW' bare owabo•ad T 7 7 ' Concrete CF/LF 148 T.4 T.4 L4 L4 9.4 IOJ L9 !2 q.0 10.211 12.0 12.5 13.7 I LI 12.3 12.T 1.2 142 15.! M9.! r.3 13.T N.1 14.i 16A 16J ILS I•.1 2L0 20.T 3. K.4 I!A 17. 2u 'Ml.S 21J 22J 2i.! 21.1 30.1 = Reinforolewlnf L•/LF M 50 5ls 59 67 S• i0 51 641971 M r 105 70 M a2 9i !T 120 121 111 !1 !! IOS 1 N 121 H7 130 I7T 160 192 123 MSI 131 I71 ,13T I!1 KO 215 192 :2SZ • SPAM it1 30 M M 2J ti 3A 1E*17 Fal S 6 7 t ! 10 6 T 1 ! 10 II 12 T • ! 10 11 It 13 14 M• Earth ever Ftl q 20 a 20 a a 20 a 20 q 20 q 20 q 20 q w q 20 9110 Roof ands wd arch) • • i ! • I I 12 12 1f 12 12 M 12 ! a 104 !' 1 a IO' M lo' M 10/6 9 ;12' 12 12 14 14 1 A 1 14 a 14 i 10 14 a' I 11 14 1 I M 1 S 11 9' 10/2 9' I M a 14 I IS Ir K' 13 Ir 1 n itndnl I I 11 I I I I 9 9 12' 1 q K I I I anchl I 11 11 11 11 11 a 9 a 9 10 a ll 1 10 10 9 1 a 9 a! 1 1 a a a 9 'ante• ear• «' • 6 T T T 6 6 G T i T T G T 7 i T 7 1 7 7 7 7 7 7 7 i 1 1 i 7 1 Ize ser • i 7 6 T 7 i 1 i 6 T 7 6 1 G 7 6 7 7 i 7 T T i 1 i 1 7 1 1 1 7 1 1 6 / 7 1 1 1 '•b" "•` FtiMM11 -11 2-1112-11 3 2-113-9 2-11 3-9 2-1113-912-11 3-9 3-I 3-2 3-9 3-9 3-913-9 3-7 3-9 3-7 1-1 -T 1-4 1-1 1-1 2-9 1-2 3-1 1-1 3-1 1-6 3-1 1-6 3-614-6 3-6 1i 3-614-6 4-116-0 we Ft -05-04-10 5-0 4-6 S-0 -q -0 4-015-0 4-T 4-T 6-0 5-10 6-2 6-7 6-216-7 4-1I 4-1I 4-11 4-11 4-11 4-11 4-4 4-4 6-S 1-0 1 1-0 1-4 7-0 1-4.6-0 6-0,6-016-0 6-0 6-0 5-016-0 4-6 6-0 - - -- - -- -- ----- Ize ear • 6 T i 1 i T i T 7 1 T 1 i T G T G T i T i 7 T 7 1 T T 7 1 T 7 7 7 T 7 7 7 1 1 1 1 1 ,•c„ "C" Ft -60d 3-4 3-4 7-4 4-4 7-7 4-6 •- 4-1 T-714-6 7-7 4-1 4-4 3-7 8-1 S -T 1-1 5-7 1-1 -7 -I -T 6-1 S -T 8-1 S -T 4-0 4-216-11 6 -915 -CIS -0 6-0 6-4 1-1116-4 1-11 6-4I 1-11 6-4 8-1116-41 • ••e" i • 4 4 4 4 4 4 4 4 4 5 5 4 4 4 4 4 4 4 4 1 S 1 1 1 1 1 5 I i 1 6 6 ' Concrete CF/LF 21A 26.• 23.012&5124,31 25A 34J 2T.8137.7 321 12.3 26.1 31.7 29.3 4Qk 30-3141.9 322 15.1 31.5 10.7 512 45.4 59.! 51.0 37.1 5 3l.5 51.! N.! ' S1.715.l61J 11l.l+il.5 SS.r 75.1' 61.6 ' M.3 '- AWnfarcement L•/LF !! 261 2•S 32S 3.i• 3lt 327 360 3I3 3i2 353 40S 365 4M 402 43 45 121 471 324 lA 44 522 446 %1 43 51101'4112! SK 537' G06' 564 ' 634 U4 1 I 75i NOW rwre a » I" ili4e M See W" 9 K •Is p -a" bwwr ir "r bre "9"6" [Y4"Wn fiats I •'b" baro evomw Canty "a" C__) bare SN W" 4.r •'e" bars 6.. Soo Nate 6 •yr• bars 3/4" Mn fMet& - Optional Corot J+ II 04 I 'Spool r= - "r' bars •• 0 "e" bars i - b II or r -4 r See Note S 1 barer "W� M Sea Row t RW SECT011 I 14`4 E No •4 7 114 total SPANS 10' THRU W See ft" - --a-, '•�� 1M eNERt SfRM •4 C Ste Neta 0 1 1 M e r iliaic T E Rlr♦ •• 2" CCrp Tp C~ it Alter'"i Const Jt A"- to" %- C~ it '•b" Ors SOO Note i cent J+ - • .yd. N u y y•r tab • W. lora • l I '•i" bra '•C" i See !bei S r TYPICAL SECTiOMM - V1 span T *A'LL SECTI M SPANS 4' THAU IV TYKAL SECT101M - SPANMS XY TMRU i(!' SPANS 10' THRU l SINGLE BOX CULVERT f ae oft atweewr - ; Ju I y I . 1992 %Oj� R heli nwrlwAl o. 31-nti "d" bons, for Borth !rovers to and include 10' Span 1. S' 1 6' 7• • Ip' . , µ. Numbr 1 S i 1 7 1 •! 110 112 116 Inert Shre 4411 T SLOPED INVERT Z Slope id I - Slope 4 if - Invert Invert EIw Elry "�•� Sol S/3 FLAT INVERT V INVERT TRAPEZOIDAL INVERT ALTERNATIVE INVERTS NOTES 1. For boxes with span or height less than any of those shown in t.bl•r use next greater size box concrete dh*•natona and reinforcement. Make n•coosery changes in bar lengths and quantities, L Ousntitlss are sproxhnsste and for design purposes oa y- 3. For boxes with open or height or cover greater then !Inch shown M tablas. a spacial design Is requirK 4. It is permissabls to *$of 1 to the I•r hooka on every Other bar. S. ••r' bare ere of half araeNTg (spans W -N1• entgL G. "a" bars are at half spoc ng capons 10'-1!' onfyl T. Provide povWq notch when top Is exposed and when If - Me, M prtland cement concrete. and adjust quantities. •. For design and details not shown. No Standard Pion W. 1, For exposed tap. provide 84 • 4 each way 12' lap "c" bars or full Op" ar edjwt. STATE OF CAL6•AIr DEPARTME40 OF TRANSPORTATION CAST-iN-PLAC! REINFORCED CONCRETE SINGLE BOX CULVERT NO SCALE Dao GENERAL NOTES MT cemwy A«/Ti T T T �`y T Length of Length M SpealNaatlanel Oaolgr 47omo r mnOlpb baa o~+* wo alfig" • C~lt Calvert DooW Specification •A! MOM ip•all"ge"eft plan as span three height with moxlmum cover over r -M" �,, bare ; eNsr p ani csoOEe with revlsiens bar Caltrond roof thus• 1x5 RC• with 10• or OIL IM RC1 with 2r. Leel Few"m Ml •i + LS E + 2.5 (L + f ) fobwed by dim to! where D=Died Lead Alternative& ~lar 0419 hleap Main rail fereoment traner•res t, wee�ak E=Earth lad! Single asci Import vele M repel tdftM "! • r •• IawJU4 f f ! -Llve Load Inver M+vert" or "t invert" is InMid•d In •4 0 w"s h= s d" ar rN•iab bare PLns Mwerm M � Capacity re"llaw fe~ Multiple coca Invert wM be vee unless "flat designation Invert"M ! � "111" owe TeeAA • j -b- • Is Induce& specified. Ends of culvert will be rounded urMMs - Aar' 3" ser Span 4 r arm 11 ted" "sauce ends" are desl"ted. Parapets wM be A Live Is" shown uMses deelgno+ad in plan. Such dalgn•t1Mts ,Tetd3e ~ -- -- -- -- -- M4"(for-Span ) 4th - NS2M-46 N^r may be different for Inlet and outlet ends. Apfty bpact only to the roof slab. Ouantltte& ~ bw� nasi OuentitMes for +the khnra't -- -- -- - -- - - --------------- ' Lmrth Ceveren nett Up +o IA 30 U to 2A 20 2J ti 3A q over 3A 0 WW sloped r vw aMtd do not kckM "d" bars. nor often In Ionian" %W psi MIl+y4 E Interior bars. nor temperature reinforcement for exposed kulHris Bran root.nor concrete or reinforcement for oarMallb PART SECTION cu+off weft or poviry owtella•. Reinforcement pier elrani• s = Geer spot PART PLAN -SKEWED Main reinforcement is to be piooie fransv rs• or. . = t esmiRi Birch an ft*WT BET) I- curved culverts. podia. when rodlaL reint- ils swehfirge on will Is due +e We Mee& spacing of the "a". "f" and "g" bars is meostrad 11eDe • " expatNen Jt Cos•► sir Erth leodn the centrene. St a Max 2 +loss -g'• 2'-0'• ~ • • on Stagger apelte not shown. INiko an or height fr ftmoo Wow Earthpr�sI1► ae for tnse oMnAtiawMs Nooks may be rotated r tilted. an rocesery. tan 140 L vef ticeL 12 L•/CF herizenteL ciewonce. ' end As•rs illus+ 140 L•/CF vw+lcal 110 L•/CF horizenta Special reinforcement ceveraM& Skew 0* le Alf o we stn lax standard plans are not to to timed fen etlr % t� _ 1.4 10 In o corrosive envkronmant r Hamra there Is a severe Seen' fy = 60 KSI abroeldve flow conditlon or In freeze -thew Mtcatto e. 4• 01 81 04 Ex _ ti •Exp it f1er. rAth •istrbutlen •'d" bars Repuireil fir **AWts with OW-Ot IM6 b&1& i' •1 •1 •S Mlbe construe. Hofs • r Max. reef i wast Expressed pressures or sl2 v sale then it #van an pftiZ as perUp to and Imcludliq V cent of mein positive reinforcement Standrd Piano D90 i pito required for muMiple cel r •1 0 GS � kw �'wWw rog64red mqx- WX (� troffis wwNar-� culverts with unequal spew. F�� with rollrogo es K N ' sea the current AR[A 3 r ore cis& If• . .! moneiw concrete parallel to Remove cencret print to preset end splice to parapet ant spt�ie to i•dsilrMg42 Over RI' &jiver For ellvrts veto mora than two cels, use wswlld101i axist� bngttudinr r-•'' r-0" MnrnglhrrYrhsl riber h bhver♦ w • I•'• IIMa•Ilpitl► and reinfrcement for the storIda rd ••doubt. e.w PARAPET parr L ae mesnbara OPTtONAt !ver• culvert" one adjust quantitTls accordingly. (SINGLE CEL ONLY - 1' MI COVER+} Y.wbeMdm rr.wtt shear • 3L• 'IFs r•� R IP1F Exdustoro� Compresohre rek~cemoW ant nage l lve Tamm t reduction Mor centlnultyl ds not pry. Mhos ltadbig w mnowe hea ret bow ew•kdirea CONSTRUCTION NOTES 11,E•'r w 2r 6' LO L6 E SmSeWT NT U L Io' L• Ir L3 L! M• L4 2A I PONT E SmSeWT NT CLLVERT EXT NSI r •1 • It'» Mew Skew Mex 310 TYPICAL 3 CELL Ex io ler Dotes U44 6 M45 ..e � std Plan 91-I1 moo"" End of perp•+ no ," to fele of parapet X Ju I I 199 Pn,wt ArPntrK oA or _f" bare L Traffic: � Perew 9110 C.n..rue+Ln nae& DESIGN BEARING PRESSURE (TSF) _-- -•-- -_-- __-- ��------- -- • Strutting +Wq mauler w s1•aew M ,tarsal 11MM w - iii= � T r rote*. Si -i- L tudind Tronsverso Struttkp may r required M aNr•rt wNirify wll•li � � ^M oxlstbq Parapet Is removed. �'�4•.•- ••►" '•c•' br tolls +e 11 Ex�+l Mitt& • Total 3 ' 4�1• hiss epMbr ni swponolen jsbNa sloe be peraNl& r -o" �( •10 Tett t Roof and waft Ohm thfin RCB TERM04OLOGY PPlaoi�"~opPa aloe M�fl w 3P+ center � T» the payed roadway lams and place fridge Dotal " 1 �"1M Cons •errlir Typo tf 3-2. St.ndrd Plan w-3. of 30' centers under olex•d •111• tetdit Int. If necessary rooawaq lanae' PART PLAN -SECTION Irmo 00+01 3-2 Std ww •it PART PLAN Wien co Is mere thanjo n Iwt•rt - •6 • iL 6• Lane Ptoce�" • -Ton Iokht flier of 30'+_ coniine and r-3 � ��^ I� •• f-'� M • oddlttorhol ' t ' expaneion Joints of locations of dnang� wiflr r of t open" In foundotlon character. as directed by tato Engirt••►. "At Grodw" candltlen shown CToowipwa ry join+* meq be parmNtM It porta/ N► reAM t• 1 �' •4 Tsatnrwrss. Teti4 ii s� 4 or t of RCL t/~wlo% the omwfra•ier Is f• awM/ i -a" be ' Carer r proposal for cot oMm a+%m max n Cutoff waft TI . M < V. 4' cutoff wit r• to be provided of Met ond/r eu"ot ,yh '•p" bre. See •'PARMET IEfiOR�IIT" table unless od dwp-- Is Opted and urdwo otlorwln shoes! ^ � Pei, w� T riffiffib 1 Those are a be wtow" IN seer► eMttliww W►aR1. ' spread ••b"e •a-bar;aafBARRIER SECTION (30' MO#A) N Erthwrkr tont rout. as ~ S" S+Olwwd Plan A6K. -0.. I "seise" f• AR •40 .p r-ir• t-•^ STATE OF CALIFORheA Sockfilh Sae St d fiewiiewl& ew•p; iiltii iib aiil�+w1•b KrMTMEMT OF TRAIMSRORtAt� w Mtrsi VWd *S &aryl•+ awtewi w"a d ni+ wa.r r. ; I, , SPECIAL DETAILS LONGITUDMIAI SECTION IV C A 8 T - i'N -PLACE UTILITY OPENING -WALL PART LOWATLOINAE SECTIO!! MIIFORCED CONCMTE Ik Neight of box MANHOLE 8 O X CULVERT '0 Ad moo to am* aw at wave ar•wwa ow a meoww bre M I s C E L L A N E O U 8 DETAILS eauivalwht +o hW the Interrupted mala riMereoe•twt. NO SCALE Dt! In first two steps."e" bars oahtbhuM from labs at coals apcklM 64 '•k" bars • Ir! tculstr- ••e'• bre • It Min Peropi W ban +a Ir spans 1W so W soeffe .%��N■�� ■� ■ !lore *I or so xt •4 dl box section I M I W • j "L" larr1l •1 • It'» Mew T.11 AleN0rfrrto directed by Engineer r svari. Exfand Steps vrloble I'-0" _ 'S Extend cut-oN and spoclty w ' a" bock 2 stere bora in NtC•. •4 moo" b • r Max Ju I I 199 Pn,wt ArPntrK oA • m;_3-'•4 _ 1733eom LONGITUDINAL SECTION • r frost RC1 "A I4' to 14' ..k.. bars MIatof cMri/ft fa•• p�tar soma• "e" earn "a" bps "L" bars Extend no 'ante• ear• E t�i 1 N--4-11- RiKrW 1 •xN nom � we 1 - - -- - -- -- ----- Mwrf I ; =�-I ~i• i '� Ilaaie � • r Yap t-•• n• r MM -1"' 1 e . •rY&I eA' o w Q vim, -r' M • 1'" 61 • r Yam '•^•" bora. For aporri r saw be r I bu7 E E=Wj HALF SECTION A -A END ELEVAT� IOM SECTION B-• See Ns+�-off bays For s use some e and one-Haltai "lirelmer•s1i•� s err y to be sane as LONGITUDINAL SECTIQY bars In41"100odjocent RCL lfiiib•g rwoolwesmewt iw wrssti fw•li LONGITUDINA! SECTION Ta Ta = Sales as •dl•mwnt •!� r" We. roam a'1 w4luirdi in box waft 2'-r' M Showing rainforcem nt in inside f••i Maxo wingwaee Y' TYK "E" STEPPED BALL (SNGLE CULVERn ----- In "rot two stepWW' bare owabo•ad R•r' *40 sea at tole• area ft ___1 SECTION C -C •4 .k- of" irJ r -r' '•s•' bars • is Part to Cut-off wall _--__ •• tr� ••tT1 W ban +a Ir spans 1W so W soeffe .%��N■�� ■� ■ LQNI;I TUQMLALSEC T IQII or 1!^&p" use s bre EN ELEVATAm Show lrtg raiMeroin•wt In Ins 0 two at oro -half •' bars M RCL ~ r er' S and Ti to be e•M M TYPE "E" STEPPED WINGWALL (MULITPLE BOX CULVERT) T,= same as rlwaaaw►t Rcl I•"MIft 91`AT[ or LAt1P0" 09PMTMENT OF TRANSPORTATM YALE OF RfWOMMimuT FOR TVPK "E" MA•Y.LS NOTES& N (S« nate 2) 3' 4' S' 6 7' 1' a' W BOX CULVERT WIN(WALLS L EOkw+e cut -oft sides if ad)acent ch rwlai is rays& "k" Bar No 4 4 5 5 5 5 5 5TYPES 111)" • D • • A �� "'S" • S a Bars SDacl 12 12 12 9 7 5 1 L far 'hr salt at�alin ue• r•lnfarc•nwst for nut •reaper �• dor Ne S 5 i T T T 7 T Ie SCALE s each � 2 2 3 3 3 3 3 3 3 o*Ay(• coir 406 Arwooj* A4 dnw "AMW Allows! - . ' " sit... • A n, BOX CULVERT WNGWALLS MMrwsop Ar Aasr t dr wlwlr Iwri of rmiSw/ r,#$ h paPwi iippis4raw swooe! AIR&► 0..l p w. nip. 6# craws-memis 1i17W avA1rdw TAUT A%t*j •sw owl ow IoM AW ar Ailr nelwarw • iW Abswaw/ a A t" aswlr nrdArPrdV rw SAwww I6e00" sm Alaw SM/ #AMA . ver rftVA40W Mee i Ake At'.r !# Air „111 frwra wamMadam seal #OAM n Ain► ow wfow&tp ll4fnbw OW lr AWAWMn/ W Ally amler 1r• r as • �r MK _ rritN ler brie. rtS IAP.. I,I wd* to 05 rwitAwci* A4drS S/t`rw•r. imW0100 /o SuArlr► Mr WOW~ Poo P w w AM dkf GOW AMrrrwrw ebASF •W sir S•ilrwi/Ai/ Apr► aWMW M MOP En�ivrrw . WArERS SND 16i�• STA/[ 3- * wIND�E QETii& Ably _EL�r, Aa, WEEP MALE AND PERVIOUS QACKF/LL DGE OEM& J4 AMtra A. 4110 aswni•r • ts'AM Sane► Ardates / 1 err Apr sari J wI Tare a Ar 4 )%W 4V MAW; for ■e& I*oC" Ave SNbwW tt M arts. ArwNw 4 pAw* Aiwa •wbr Atha & bin* Ar •Ie�Abw aver Aero EApeosd WAf 60 dim SAO' N kw~ J" t d*~ /. &•Sawn IlrMtrM•r•wOr POO V~ SAW •w r /rw '*NOW AnwbeenM/.IAMw • a.rtrw IiwwlAr. O.Otf i AM** /wrwy Ar Islet O**. t. Gltr cnrr+c AYrM pwrrsws +now logo w e bwft shell. aanowr W. Pbrsome lwrArM.Ur simoker&e lsAh/ renbtmv low r ab„Ice&, Ie i C0 E" Twice f+4`0411"ty Lit* 4 NT 3r-(" hes. 3 3 A 09 Cwt to to" WhOIN removing 0"tiAg Cir* M N f orINS 1 rhe of cwr 1 _ GY/the T- � f� PLAN yc&.�_Aje T � �i�.�nr avows)a! curb Top attw�R. � e r Rw a TOO d allU -� a i r..-ift, A-- - C W% Gottor F. U i Pavement Cert 0p" a W+ 70• cr bit" 01 curio ELEVATION sw� KslOy Vs�iE! Voris V40 Per at. SECTION 1YOTESts the PONTA*& rlrding"M •rggir'M j I - row* Mm MA of ~ OW M two b«Mt NN 1MNM Mi"W"s •Ntr'M ►A� gIM� IM. i• Drl.rse/ swoaass swV460 •�I�rtiwiilW sAtM N •rN�t,N 1� INN 1' N too MIWw sato. i Ma wt" RI 0 trlvww" owes& *a" onto" M tlr ave of M ado" tit. • will►M Off t" i• ra.Prow M si M. OtTAIi. 102•4% CITY OF FONTANA * • CALIF. STD. COMMERCIAL -DRIVEWAY C"C"s re. """go OW : ETAJ PMICWAY TYPE „SIDEWALK SC AL � Joe jasum ►„al 02*13 COMMERCIAL DRIVEWAY. STORM DRAIN PIPE 3`0 2'x(D+ ly i e1el ' snow AlMei► l -d C•N er AW/ ••or Irllrr Ann glow aw M /frnwl/ rwFM • X Aleve M �errrrr✓ Ir re Ani•*r Ii' AwwIMNr+/ mo/ ciw Int M Glwrl&r SI t Mr new M or 0*8M li ai Mr fKAMW Awe. �. .1 ` 46••*soAr AA r Arima MowJW mart bn•� yr -t 31N arleF • -i I-=� . 11AU aEA"!s!4lM1jr�M JArNTs AAQ rEA KQED ALANQ iPEiR£11i£D LA%YES CUT 3"x12 I AWAPW OEM& 3-.E ..• /DGE OEWL 3-L TiGHT FIT 3 i STATE OF CALFOAM B~Tlaw OF -BRIDGE DETAILS N10 SCALE .I t AI& AkL1-rcLj NOTES, 1. LUMBER TO BE DOUGLAS FIR, CONSTRUCTION GRADE, CRESOTE TREATED. 2. 8OMOS TO BE NAILED TO VERTICAL SUPPORTS. USE 400 GALV. NAILS 3" 0/C. g TIMBERNTS BULKHEAD d "RECdRD DRAWING' A X Y N7 gel v O xt •4 dl box section I M I W • j •1 • It'» Mew M • r Mew '•m" bars. For span 41 ,hru r 6...o.. s+d : - a 3 ELEVATIOM. Extend cut-oN and spoclty w ' a" bock 2 stere bora in NtC•. •4 moo" b • r Max i I 2-01 r'I E TYPE "D" STRAIGHT WINGW" i LONGITUDINAL SECTION 7e• Wfd i opano iu* u ov+Dople Open boom llMrk►q rpinforcrment in outside tele se so st and one-half w •'•'' For Prareeta no+shwn an _Wed PI•h Nt LQNI;I TUQMLALSEC T IQII or 1!^&p" use s bre EN ELEVATAm Show lrtg raiMeroin•wt In Ins 0 two at oro -half •' bars M RCL ~ r er' S and Ti to be e•M M TYPE "E" STEPPED WINGWALL (MULITPLE BOX CULVERT) T,= same as rlwaaaw►t Rcl I•"MIft 91`AT[ or LAt1P0" 09PMTMENT OF TRANSPORTATM YALE OF RfWOMMimuT FOR TVPK "E" MA•Y.LS NOTES& N (S« nate 2) 3' 4' S' 6 7' 1' a' W BOX CULVERT WIN(WALLS L EOkw+e cut -oft sides if ad)acent ch rwlai is rays& "k" Bar No 4 4 5 5 5 5 5 5TYPES 111)" • D • • A �� "'S" • S a Bars SDacl 12 12 12 9 7 5 1 L far 'hr salt at�alin ue• r•lnfarc•nwst for nut •reaper �• dor Ne S 5 i T T T 7 T Ie SCALE s each � 2 2 3 3 3 3 3 3 3 o*Ay(• coir 406 Arwooj* A4 dnw "AMW Allows! - . ' " sit... • A n, BOX CULVERT WNGWALLS MMrwsop Ar Aasr t dr wlwlr Iwri of rmiSw/ r,#$ h paPwi iippis4raw swooe! AIR&► 0..l p w. nip. 6# craws-memis 1i17W avA1rdw TAUT A%t*j •sw owl ow IoM AW ar Ailr nelwarw • iW Abswaw/ a A t" aswlr nrdArPrdV rw SAwww I6e00" sm Alaw SM/ #AMA . ver rftVA40W Mee i Ake At'.r !# Air „111 frwra wamMadam seal #OAM n Ain► ow wfow&tp ll4fnbw OW lr AWAWMn/ W Ally amler 1r• r as • �r MK _ rritN ler brie. rtS IAP.. I,I wd* to 05 rwitAwci* A4drS S/t`rw•r. imW0100 /o SuArlr► Mr WOW~ Poo P w w AM dkf GOW AMrrrwrw ebASF •W sir S•ilrwi/Ai/ Apr► aWMW M MOP En�ivrrw . WArERS SND 16i�• STA/[ 3- * wIND�E QETii& Ably _EL�r, Aa, WEEP MALE AND PERVIOUS QACKF/LL DGE OEM& J4 AMtra A. 4110 aswni•r • ts'AM Sane► Ardates / 1 err Apr sari J wI Tare a Ar 4 )%W 4V MAW; for ■e& I*oC" Ave SNbwW tt M arts. ArwNw 4 pAw* Aiwa •wbr Atha & bin* Ar •Ie�Abw aver Aero EApeosd WAf 60 dim SAO' N kw~ J" t d*~ /. &•Sawn IlrMtrM•r•wOr POO V~ SAW •w r /rw '*NOW AnwbeenM/.IAMw • a.rtrw IiwwlAr. O.Otf i AM** /wrwy Ar Islet O**. t. Gltr cnrr+c AYrM pwrrsws +now logo w e bwft shell. aanowr W. Pbrsome lwrArM.Ur simoker&e lsAh/ renbtmv low r ab„Ice&, Ie i C0 E" Twice f+4`0411"ty Lit* 4 NT 3r-(" hes. 3 3 A 09 Cwt to to" WhOIN removing 0"tiAg Cir* M N f orINS 1 rhe of cwr 1 _ GY/the T- � f� PLAN yc&.�_Aje T � �i�.�nr avows)a! curb Top attw�R. � e r Rw a TOO d allU -� a i r..-ift, A-- - C W% Gottor F. U i Pavement Cert 0p" a W+ 70• cr bit" 01 curio ELEVATION sw� KslOy Vs�iE! Voris V40 Per at. SECTION 1YOTESts the PONTA*& rlrding"M •rggir'M j I - row* Mm MA of ~ OW M two b«Mt NN 1MNM Mi"W"s •Ntr'M ►A� gIM� IM. i• Drl.rse/ swoaass swV460 •�I�rtiwiilW sAtM N •rN�t,N 1� INN 1' N too MIWw sato. i Ma wt" RI 0 trlvww" owes& *a" onto" M tlr ave of M ado" tit. • will►M Off t" i• ra.Prow M si M. OtTAIi. 102•4% CITY OF FONTANA * • CALIF. STD. COMMERCIAL -DRIVEWAY C"C"s re. """go OW : ETAJ PMICWAY TYPE „SIDEWALK SC AL � Joe jasum ►„al 02*13 COMMERCIAL DRIVEWAY. STORM DRAIN PIPE 3`0 2'x(D+ ly i e1el ' snow AlMei► l -d C•N er AW/ ••or Irllrr Ann glow aw M /frnwl/ rwFM • X Aleve M �errrrr✓ Ir re Ani•*r Ii' AwwIMNr+/ mo/ ciw Int M Glwrl&r SI t Mr new M or 0*8M li ai Mr fKAMW Awe. �. .1 ` 46••*soAr AA r Arima MowJW mart bn•� yr -t 31N arleF • -i I-=� . 11AU aEA"!s!4lM1jr�M JArNTs AAQ rEA KQED ALANQ iPEiR£11i£D LA%YES CUT 3"x12 I AWAPW OEM& 3-.E ..• /DGE OEWL 3-L TiGHT FIT 3 i STATE OF CALFOAM B~Tlaw OF -BRIDGE DETAILS N10 SCALE .I t AI& AkL1-rcLj NOTES, 1. LUMBER TO BE DOUGLAS FIR, CONSTRUCTION GRADE, CRESOTE TREATED. 2. 8OMOS TO BE NAILED TO VERTICAL SUPPORTS. USE 400 GALV. NAILS 3" 0/C. g TIMBERNTS BULKHEAD d "RECdRD DRAWING' A X Y N7 gel v O