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<br /> Ax,, S ted:•' To accompany plans datadLt6�lrl.C�
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<br /> e - .. ..I ChamfQr.•' s S.J 903 �
<br /> -�amr --- - l-6'� — '�' Metal Plate
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<br /> October 28,1949x
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<br /> joints Pipe. i.i - — --- , C� l �f
<br /> o - - t- bng'.
<br /> framttObe i D/ r.un 1 _. -- t o o .��li6• . Pavement 6 .4
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<br /> oa /2 bars...... , e - �. $uveme t t e,
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<br /> - ,..f . ., I k :�- -�- , -- I -- Valve Box (,uf: . r.,Q,r., y f ,er 5n1 t f , .
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<br /> - — - L - 2
<br /> 0.- .� - -r
<br /> 1- r� l - --� F3evekd Edge
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<br /> - - - - - - - - - GroundLuw
<br /> -cam ---
<br /> _ FRONT ELEV. SINGLE HEADWALL SECTION, SINGLE AND 'u"A` +'F— ---�j 'x _1 FLonselr i et Standard Weight Pipe
<br /> I Q� • FRONT ELEV DOUBLE HEADWALL ��y ,p� �• - - Metal v sei or concrete 4i
<br /> SECTION `C C` SECTION D-D IJ\JIJVLi- HEADIWALLS
<br /> Metal Plate
<br /> COVER DETAILS I to be furnished by file, State
<br /> - Variable - t eel Conc. Class B Concrete
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<br /> - � a- I or 1 1�2 Ib C.Y. d
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<br /> PD Single Double ' L. $ I. Dbl. $ I. Dbl. N_ � B Concrete _ iw bore nforc g beodskh4 I7 26 0_42 0.63 SideOpen — Qa0 2 D ho sm taper,eNopfJing , a 7-l4l
<br /> -it — -- IS" 5'-0 2' 6" 20 OS6 0.76d.� � � - _ - � w i r i n ori 7 �.. 4 t f otc ng Ibeo s i _ - ":..yz bar _ I g------ E " I r/ (`.c°�r 18' S' 6" — 9' 34 Ct64 0.91 N-I T— o o v 8 43 0.96 1.29 _i --- o C. M. etom, r . S, 24' 6 - 5" N� :I D r`°+°a - - - 35 51 1.24 1.68 t5' _ - z - io N
<br /> I 7' IO' 6' 3'
<br /> � • 30 9''0 r �-
<br /> bars' P rn ben I 1 "e �`� I I I2 9 S' �� or 16 Dia4 C14
<br /> 36
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<br /> „ ,k ., - .'•- ' Ti - ,'i-' �;� I I -- � -- - ... .: ' J2 b _ _ Tapered
<br /> y2 re i '
<br /> X pope I c ban S 0 lol
<br /> " Ip Q~ 1T 9 " 2ova in et1 p 1— ---- 0' 46 67 190 259 g 1-� .«• 16 o:4g �q'_0 20:p• 7 0 52 238 TYPE ASURVEY MONUMENT PLAN4ong77 TYPWsldea info rr 1. 1 54' 15`-6' 22=3" 7-g
<br /> Ir ------- 40 18' /e - i • 7i 7h 9e 7h-j " 57 85 T9 6"
<br /> p ---i 2. 376 `
<br /> f. � FRAME SECTION -2•'0»- 9 Note Where D > 54 use Standard wingwall design Normal Edge of Gutter _ -
<br /> L" wall quant ities are variable 2"max z"
<br /> x-16"' 2'- 0" 6' 6» D*12" 2=Wmin --I I- DETAIL FRONT ELEV'CHEADWALL SECTION "L HEADWALL Quantities are based ontl>euse ofC.M.P.
<br /> SECTION B-B ELEVATION &SECTION A-A 3/ic;Copper wire 6"lort
<br /> PIPE CUU✓ERT HEADWALLS
<br /> DROP INLET WITH CAST STEEL COVER I -2' 0 approx a' -I
<br /> .T-
<br /> EarthBackfill- Ground Surface Subgrade �..>}.--. �' ivG
<br /> CM •<
<br /> • TYPICAL SECTION
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<br /> i t 1 7 7k1 3 O°
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<br /> t B • " I r . 1 B f: I't ends 4 N _ - y '0 J .� a9£+.
<br /> ,`' Y • �" I °' Zv lapped 12' o a > " 24 or 26'� , .
<br /> " �-to 9 { i L ..!_ I. wdh D D ` :.... Cement Grout wgi$
<br /> r `. •£ =io -Pipe-. u --t-- • 14 wire , A N orl8
<br /> Z`i 1 r l -� 12"di a,-24'Iong C M.R ,p " Sid. 7" Band Coupler r A
<br /> • . I t i "0 ` Ends Bulkheade0 (Taper
<br /> 4 L I t
<br /> ��1- T� c/hc bobMwsp \ 1' D•1' I' w �^ _...16 Gauge C.M.D --- - -,- - >1 Z 5
<br /> /,.. •,y*' !!
<br /> it 1 } �-L -1-�- - t8 x6opaning \ m one face only E �8„or 12 :o o
<br /> SECTION SECTION Cut Tx3 openings s + Letter
<br /> OutsideSubgrade Ins.deSutxirade O-`.. ..... forpourin rout �i� i� Y4inch Downdran
<br /> ----------- Cover
<br /> C�COVER PLAN sections \ is o Arca area g g LRecess to be Bulkhead 1
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<br /> . � Q-� 3'to6' °rdi UNDEADRAIN R/W AND FREE EAY ACCESS - --
<br /> PLAN END VIEW n'
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<br /> NT
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<br /> 3 0. -1hr. Lengthofcover• h I L 8• �� /0c FIELD JOINT FOR SIPHONS ENTRANCE TAPER } n
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<br /> - 9o:•C 3 min. h+ - 2 - �'.
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<br /> ", _ Outlet pipe 2'long No SlipJoint ` ?, S/ip�
<br /> Side • w £ 1 Outlet i Di O'tot5'Fill 15'to30'fill 30'to40Fill 40'to50'Fill 50'b60'fill 6Q'to70'Fill T Fill
<br /> IOpening iE �° - }- +I---- Opening 8 Ou pipe 6'long when Slip Joint is used O� °'�f Pipe Size Size Size 8 Size Size 'Spring Size Spm Size SP�nt t:
<br /> Overlap 6� Note' Compression caps and sills to be CORRUGATED METAL PIPE
<br /> ' Z�B�—. i - -T_? .. E p ' ...:� /2. 4'x6" 4' 6' 4'X6" �'8' '1
<br /> B bars i p1. �j name d menslain timber' as strutb 48- ♦'.4' 6'-0" 4'x4' S-6" 4"x 4" 4' 6" dx4' 4' 0" 4"x 6" 5''0"
<br /> 'A bars-•• , I —I .•. • r. u t Install To permit 12'movement y Timber tobt Douglas Fir common 54- 4'x4' 6.0 4"x 4" 8'-0" 4;c4' 5'-0" 4'x4' 4' 0" 4"x4' 3-6" 4"x6" 4'-0` 4'i 6"
<br /> 1
<br /> PipeI I I 1 7T+ :. S 1/. 4x4' 6'-0" 4"x 4 4' 6" k F
<br /> Ir 60' dx4' 6'-0"
<br /> 3 10'to 8'toper- not corrugated. _ �qs , 68 4"x4' 6' 0" 4i 4' 5' 6" ry
<br /> Yo' 8 C.M.D ' PQv,;, 72" 4%k4' 8'-0" 4z4` 5'-6
<br /> 78" 4"x4" 6'•0" 4z4- 5-0'•
<br /> _. .L t _ `o Bend Coupler ' l TY ea Up r silts
<br /> . _+]? , pe
<br /> • s _ M 1u- -- £ or {` Compres Ion ' (continuous)
<br /> '> f:•: - 1 „' . ' ' ; s1ifAiedor ordered by tht Engc .,r%� cap 12' n$. 84' dx4` 6-()r e
<br /> -- soft. even- 90 4'x4' 6' 0"
<br /> 'itebars 6" D�12; 3' 0'/i min 6' 8'C.M.P Down ti Drain �`.\\ grained wood
<br /> SECTION B-B ELEVATION & SECTION A->A 96" 4'x4' s' s'
<br /> -i - Y
<br /> Strut spaced a5
<br /> _ shown in table FIELD ASSEMBLED PLATE CULVERTS
<br /> ". ° k Round I b 6" 6 3 6 f
<br /> i
<br /> Iron We .... .
<br /> r 11-. 7 - �1sGalvsnizes U Bolt Handle �_
<br /> 60" 4 i4" 6' 0" 4'x6" 6'- 0' dx6" 4. 6" 4x6 3'- 6" 6x 6" 4' 6" ♦;x6" 4.0" x
<br /> Collarof 2"pipe loweraill ., 6z6" 4'•6" 6'x8" 5'•0" 6"x8" 4' 6" 6'z "
<br /> 6'x 8' 4 Q" t
<br /> i - -- continuous) ' 75" 444' G-0" 4'x6' 5' Or 4"x6` 3' 6" r
<br /> to be recesses in �, 0 Galv.U Bolt Handle i
<br /> * e: x61 4'•0' 6x6' 5'-0' 6x6' 4'-0" 6-x8' 4' 6' 6'x8"
<br /> concrete cover "
<br /> nr todropinrecesincover R ` Collar of 2" pipe 90" 4x4" 5' 0" 4'
<br /> • A.
<br /> 4' 0` 8x8 4`6"
<br /> ::. •. v
<br /> Iron Hingex!Screw Clam
<br /> _ 105' 4'x6" 5'- 6"x6` 5-5' 6'xG' d 6� 6x8" 4'•6.. 6.x8. 4=0" 8"x8" 4''6'.
<br /> ° D '
<br /> u 6 x "x " Galvanized A Iron 8x 8" 4 0'
<br /> ... _ y weld
<br /> 120' 6ir6" 6'•0" 6•x6" 4'•0" G'x8" 4'-0' 6x8" 3'-6' '
<br /> ii
<br /> 4 �rGaly ban welded to f ' S 4x2x8 Plate _ �_ 1 I I oo Clamp Bare Weld.... 6k6' `0' 6'x6' 3°6'; 6x8" 3 6" 8x8" 4' 6
<br /> Galy. Pipe Sleeve I Cable •. 135' „
<br /> ends of Angle Iron -{ Ing l+ c STRUT DETAILS 150" 6"z6" 6-0" 6'x6' 4' 0 Sxs" 5' 0" $x8" 4' 0'
<br /> SECTION GC HANDLE DETAILS I I a/N Holes Web «+ 101/2 - +-1 » N°Y' 4 r' ' 165 6"x6" 4' 6" 8x8' 6' 0' 8'x8" 4' 6'
<br /> '. 6 �r;Ring OYa � _ v 180' 6x8" 4 0 Bx8 4' 6' 8'xT
<br /> DROP INLET WITH CONCRETE COVER
<br /> �,
<br /> -t 8 0 3 ' Cable v
<br /> Dropinlefquantities,ir>fetOpaltingsnotdeducted ie yiplate _ ! i5p When ordered mz, CORRUf3ATED METAL PIPE AND FIELD ASSEMBLED PLATC CULVERTS
<br /> �3•_� �- - 17" L by the Engr. " =_f'� STRUT DATA
<br /> Based on minimum dimensions
<br /> 'ft Q S( ALTERNATE TYDE�A� Chain Link 2�t"I D.6/a °IronRIng "
<br /> D 'A' bars oWbars 'C bars S Coni. f e r``' ALTERNATE TYPE B
<br /> Ne. No Ne lbs. C.Y. i , STATE OF CALIFORNIA '
<br /> L .x " DEPARTMENT OF PUBLIC WORKS
<br /> 18' 10 3= S 16 T-9" 12 31-9 86 0.91 r. "'°" I
<br /> �5r 1 '. a �¢ 0 DIVISION OF HIGMINI�'+fS
<br /> 24' 10 4- 5-120 T' T IS 3'-9' 10 1. s
<br /> 11" a, CLAMP BAR . .,' '
<br /> }� rt,.,, C,Y STANDARD STRU URES
<br /> 3o a NO ,.I
<br /> " DETAILS OF PIPE ANCHORS
<br /> Ir' '42 9' 18 4'- 124 1.
<br /> 56' 11 1 26 2 9' 18 4' 9 IS4 1.85 5" / - HEADWALLS IA tt.S ET C�
<br /> Nos: •o. diatoeterbf pipe - PIPE ,.
<br /> Staxl+a oorx-sew► ow angle iron not i duM In taW. c APV �j
<br /> ��end ,iwt �,,", tobeOWyru ✓ �GsN.StedLsdderRungs SPILLWAY ASSEMBLY AND DOWN DRAIN
<br /> rw ar tl�el. Fill space bsbw nweFi of pig rr,�h to be Ingo d in boxes with 4
<br /> P
<br /> . • whom drrscNdbytht En6,mw depth of 3'-6'or greater R•vN"C ro.. IY53 AA w *�
<br /> Rev Mar. 1954 k-50 `
<br /> Iw..i Cogng psvissd 4-9.52
<br /> Re. Sept !95' Rev. Feb 1957 Rev Apr 1955 R Wm Acn9mfee Wwl Quanhim - -
<br /> pe survey Mon.
<br /> 'i. l ' 7 U..de"dre..• Gntronc-a Toper - -
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