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HINKLEY STORM SEWER
<br /> DRIVEWAY ,� '
<br /> EASEMENTROAD I NoIN"X FILE YEAR SI TOTAL
<br /> No
<br /> 1961 O 9
<br /> eE 4 Bars 0 6"
<br /> Centers
<br /> WEST - I
<br /> 04 Bar
<br /> 2"C18or $ 'It,6Bors 06" + o0000000000000000000o ,Oop nar,ac 000 0 0
<br /> II
<br /> 4 TYPICAL SECTION DRIVEWAY at Sta. 11+00
<br /> I SCALE I`s 2,-0„
<br /> Cost Iran Frame 6 Cover (Socromento 1 *6 Bar. )
<br /> County Std-Pinkerton Filo;A-463 or e v 36 La
<br /> e PrWAWt-AeNifOrse� over 9oly ed rnoterial
<br /> . • " 7 _ —i0` 22 Medium Botummus Seal Over Cli33` A.B. I `
<br /> Concrete Grade RRoys
<br /> Combined Heogtrt 18 Moa. : _ Vw. IleVar
<br /> ..• - -
<br /> REIFORCEMENT DETAIL ,: + vvn 2x 2% '
<br /> Manor f Exteilor of all
<br /> 5y Mon . Von
<br /> Vor . . f 5% Mm)
<br /> Jeeds to be danced with AT.rALL"• :PIPE'a ENTRANCES: CFD. Pipe + 2'- "
<br /> Banding Mortar. Grout
<br /> all joints with Mortar TOP SLAB REINFORCEMENT
<br /> ,d . ,� __ IG41. SECTION
<br /> Scale III lar. '
<br /> 0
<br /> r
<br /> j:, ;•a
<br /> A thickness of flpe Woll B�yet/ toff rvo✓eo' o
<br /> i o "� 5 a Eath #5 Bars ® 6 4 sw 6 Bora ' (Mir) Q.Fd of Care �,� , - -
<br /> :!; way 'Eac1►w1eK. u - A',o' � p:. ' 'p•':'c.: Seo/ %int if ntarssory to
<br /> �. ,., °-� e.,..D,. •.:�. p. / L
<br /> 0 I
<br /> pw
<br /> 68
<br /> 1 1 I 30 to 0,0-
<br /> 4'
<br /> I•Sera/.frr P/rte ° '
<br /> .�.• o o.. I _f;
<br /> J ' 4 \ 6rf-/0/�0 irire�nssh
<br /> O �
<br /> I i : m :••° C D 'd \�\ / 36'�of/n)W,-,- y usr ,�`4Gi�r IX 2ZI
<br /> ". ' ; 2- #4 Bars /'br
<br /> + 12 I"MIn. i
<br /> o — Muuww 4 F _
<br /> I SUCTION DD
<br /> PLUG
<br /> NoDETAIL
<br /> (TYPICAL)
<br /> ob• I I !
<br /> *4 Bars oD
<br /> h A. 6" Ctrs. 04 Bars • 6"
<br /> o.. (side woos)
<br /> 4: - .d.,.a,�a° Y:a:e: 4 ♦ >Id A:6 Clente#s : .
<br /> •.e.v a'lw.: � ° 4 e: 36 M.K Cawtry
<br /> ,.' .. a4 a 6" Each woy °D A" 4" ` ` ,+I
<br /> 9 "
<br /> -0? ` 9
<br /> " W
<br /> „ 3� R.G.R c
<br /> n,: e : ►.,4 0 : s,',: d: +tt4 • 6 IZ" E.$.c.h
<br /> .a.YVi11.J., `, .-+ c :.o o . a:..• •:a Eachway
<br /> -wJA " OD. Pipe+ 12„ I---- - -- -
<br /> � ;- _ SECTION A-A �
<br /> REINFORCED CONCRETE MANHOLE ((TYPE I )
<br /> End Wol I>NOr'Cllhll'1�, I
<br /> -,Sd ` I'0" i j CQsi`ir0n frumtr E cnv�r
<br /> Scale '/i" = 1-0
<br /> " Cly a� Sl�tOn s/aZbid
<br /> " TYPICAL INLET DETAIL
<br /> ____ _ _. - TitrAlc� r�lrsarlbrri� r I lip
<br /> 48" RCP TRUNK MANHOLESTye 60 RC.P TRUNK 12
<br /> Cast Iron Frame t Corer „ ►'.. r. ”
<br /> (Pinkerton No. A-483 or equal)
<br /> Location MH. to MK L.F. AA.H* Ilto. Pipe Litre Stub 1 2 3 Location M.H. to M.H.MHL.F.
<br /> � — _ f•L D
<br /> 6" Precast arced 1 j 7ttakl¢y 4 - 5 925 ( 11+499s Hinkley I Hinkley Outlet Strud. I 876 �.�n,
<br /> "9'
<br /> --�-- :580 2 20+21 " I " 1 19+73 828
<br /> i /CY1S '' i'.• c0
<br /> Combined M` Mm. ,' ' a•-'` _ -» 6'-6A
<br /> .::`:295 2A 20+21 •� I 2 3 904 /�?/%✓¢ it•>/Q11ChY!/ - . , ...
<br /> Con=e e o •
<br /> 'rt vl: 3 29+25 " I got coffi wek�I �
<br /> L
<br /> °D 4 32*161` 1/;4d'4b' I
<br /> _ 5 41+41 ,
<br /> lobar f Exterior of all - TOTAL 00 L . 6 41+21 11
<br /> J9sots to be Bonded with , is 36 LD `s 9 6A 50+16 24, 30;391 .; 6
<br /> Sondny Mortar. Grout I aA 19. TOTAL _ _ - _ _ _ - _ r
<br /> all Jams wdh Mortar •? q; 3 4 I TOTAL 2608 L F. --
<br /> -- - - - - -
<br /> .; c`7
<br /> Q > , 12"ES:C.P. Co l lector Literals e'M - -_
<br /> 4-dI.D
<br /> Typical Inlet Detail S� �'0' I ! M.H.0 Sta. Direction LF
<br /> YP _ - 49- I.D.
<br /> o n I
<br /> t o, . .. 6{ •_-- - -- -- cis a.�b. 11+.51* NE 33
<br /> I s 6a'RCP TRUNKOacked in Place)
<br /> +aSBars —j--� +►SBer 1 _- - a:•.
<br /> . .p. . : 6,e o•av, i ; I i + Location sta. to Sta. L.F.
<br /> D •. T• 'e v b I I ".
<br /> A ° a- pd ode I ' 3 29 26 Hinkley 19473 20+17 44 >
<br /> a
<br /> 9 e. A Q 32+�10 SES TYPICAL STREET TRENCH_ SECTION
<br /> n ,i •• r o, 1.9, wdb , 27
<br /> t-4 i i NE 27 Leave Backfill &je d
<br /> ,O.+ .A � � , 1 i , Y • Highv • r + . oda " o .
<br /> t.• 0.r , r 5 8a► 5 41+41 EW 2;8 %J P.GLIf , + .► > a +
<br /> W i8 TOTAL 44 L•F -777 7777/77777
<br /> M.H.6e KP
<br /> 6 47+21 E
<br /> e .q as Continuous Through p. 1 , ,
<br /> s vs o. I W 1.8 aa91�fXe n/id l r
<br /> S? d ' b' �I I 1
<br /> �a. . r. 9.a "• . . , 1 I 6A 5o+ls sw 29 4`
<br /> eo
<br /> hilt i , , 29
<br /> gyp, a.. • ip eo t I I SE 31
<br /> qb. . 1 NE 31 54" R.C.P TRUNK m ,
<br /> n.•a 4 • 9 6:' 1 5 Bar - Location M.H. to M.H. L. F. 33
<br /> " C9 v v' 4' ' ' a TOTAL 4 5 L.f. Hinkle s 4 29 , �' "'" STANDARD PRECAST SANITARY
<br /> a . 'bVy 6:
<br /> 13 Min. .;',� 9 e v o{x s. ep b °,q p� 6 p0 Y
<br /> VV aa �6: •b . -' *-6-=�-a la .•b , '� I I MANHOLE
<br /> n a' a. b A E n.b'' s
<br /> .b a; �• s. o a--A rq.',,o:a,4, • .0 4 OUTLET STRUCTURE. h_o„
<br /> SC Al_E — 1� vs
<br /> Siation Pipe Line Quantity ( TYPE — 3
<br /> Ekvation .E Plan ( Section A-A) 2+7321 Hinkley I
<br /> 4+00
<br /> tp
<br /> REINFORCED CONCRETE MANHOLE (TYPE-2) T6TAL ' I TOTAL. 29► L.F TYPICAL EASEMENT TRENCH SECTION
<br /> CONSTRUCTION DET ILS
<br /> s
<br /> Y. Su:+y� .: v a . . n, mow.•.. ..... . ......_...a ..
<br />
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