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<br /> � —�-�"- /.D"X.�Z Aggrtqots Sabbosa
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<br /> 90
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<br /> s. /s , e. �� --- , • ,a / a 3'1Z SECTION
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<br /> AW
<br /> n L tern/'I m
<br /> r = t precosf reihforced
<br /> — .`. concrete sec>ian a' 9' / .4saha/t C'oacraP`¢ aver 3• ¢, 1"
<br /> Cost from Ri 6 Gowi t" . ,
<br /> ' (City of St"*ton fYmsdrd) « Casf io•7 r/ny E cove,- D.SO X32 Aggr�gof� BOSP
<br /> Pinkerton No. A-Glti ,. FCity o-F Stockton stvodard)
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<br /> CD 4 P NO. 3. .9(7 4i!e�y,'ov, C 9y. , e,a x °s.• ��/0/X!/�• a!
<br /> e e reiq {orciny steel `tel
<br /> — '•,.;.;:�. , .. :. m .--Cori cre to Base
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<br /> -�� , ..... . . . ... .. :. : SECTION
<br /> nt.
<br /> I
<br /> TIS,,• < ' H (ALTERNATE ) TYPICAL CATCH BASIN -rvPlcAl. cRos> SECTION
<br /> 1 NOT TO SCALE {CASt '. (�V PLACE) sc��� l 110"u ( PRECAST)
<br /> SCALE I"= 6'
<br /> Cosi /roq frame £cover '
<br /> Top o{ pavemen/ (Ci/y of stockto/l s/agdordj
<br /> Pin.4 es /A .v' A- /6.3
<br /> p R
<br /> I ^ 10w1Y.. P-/8'
<br /> Z,. 3.. y •• on d 6 ' ;� � I � .'....: TAFT AVE.
<br /> Precas/ reinforced 1' ' P:;".:;; 6" \ �� 5
<br /> concrete grade _9 S-, ° : .• f n� /O"C.SP- (9'
<br /> Cohnbinea' heiyht /2"An /n. :•..''.� '' i,
<br /> • tt
<br /> Preoas/ reinforced ::': �' ' ii
<br /> i•r('- tP
<br /> . _ coocre/e cone.
<br /> _O nw
<br /> K a: N II w
<br /> 4=0 Minimum (Sidewalk)
<br /> o{ o// joints /o 6e bonr�ed 1 u --
<br /> ` II Scare
<br /> wl th bandiny ti+arf°r- II Broom finish SIO e y .I — 1 6' AT RETURNS
<br /> Grout o//,joinfs � T 0
<br /> n v
<br /> svit// /honor ' -. / W n 4 ' _ r
<br /> Horizontal Line
<br /> 2, 3 '� 9' Grecast ( II ° • ' • v ° Q a .♦. 7, a� ?;=R' - 4 _—'•'w - , M
<br /> --� 7a xi
<br /> i;• .+ I I1
<br /> re in for ced tohcre/e S., w J 11 PAIPA' � W. Q �♦ • x 40. ' o _p
<br /> moh /i o/e Gip B of # '-.' D D 1 i�2lyYr� _
<br /> Use "Dia.x 24, Steel Dowel Rods Spaced
<br /> /o"�A. lo'rxs ' 12°0.C. Greaser► and Well Wrapped.
<br /> 14
<br /> en
<br /> •�•\ T'Sond Cushion After Full Co tion
<br /> .'. 3�. o " /. D. � . / GQ
<br /> Dol Ca of
<br /> _ \. % 'Q STANDARD CONCRETE' CURB 6 SIDEWALK
<br /> Curved Concrete B/acR " .` /1 i7G<47Q' j{• '�h SCALE ly+�l'-�w
<br /> 3 " ' > L cs�?30' VV
<br /> Vaf 1 . L AFOL ETTE 1 AYE
<br /> ai I o v lo'c�a j; Standard Cona Curb 8 Gutter
<br /> 4i V, ' 0" Minimum (Sidewalk)
<br /> 1 a ,o II
<br /> 5 II 12 24u
<br /> 0
<br /> ( .:- •. Lowest Flaw Line �
<br /> r �
<br /> P � I
<br /> 1 ` tl
<br /> � #� , Future Sidewalk—,3L •°
<br /> cancref e ii - - -----
<br /> B/ock5 m t9!! ?JO' ii /OCt➢90' _--° e . -. : •. o' ♦ •_P o .. v. :a :9 '. ..;e. t .'•
<br /> .� . .:4. Q . a. 4.',P.
<br /> GrOv f' �.o'jj ✓O/njS With B Y•4N ° - I -- –..� -- – – ' `,._ –�.. -- f•. ♦ ' ,s •, 9 ,Q •y.
<br /> AYE T r' : t:;/ aP ':. P.. a .4• ,
<br /> ;c Mortwr i and pias tel- bath Si e ? L__--_—`u.: .:._i i ci.';:.:.ft:c';f='• ` °' a f.
<br /> . . . . PEJO
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<br /> + ►• }° :vr.. „.. .,.
<br /> Scdlc 1.5 = 1 '
<br /> Sol
<br /> TYPICAL SECTION
<br /> FUTURE SIDEWALK
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<br /> 1 TYPICAL-
<br /> "MANHOLE , XAr?DlA�5 VY
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<br /> STORM. SEWER"RM
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<br /> SURFACE DRAINAGE PSA
<br /> G �C� N S TRU C I 0 -N . 1 . D
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<br /> 1
<br /> NOT TO sC/N.[ : Ls4 •
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