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I
<br /> WATERLOO ROAD STORM SEWER
<br /> 1 ROAD I INDEX FRSNE
<br /> E ( YEAR ETI TOT TA I--
<br /> 1, N0. -- -- i _NOS I _ NOSNEE LS
<br /> OI 2I1 5 22 I 1961 } 8
<br /> .6ewl la I// f5raowa'
<br /> I_ end of CLnc. Pine p Seo/Dorn/iJnecessory to � �� "� /4,. '
<br /> pieven/ /eo,Foye '0 -
<br /> ��q thickness of _ - - 2 3" -
<br /> a,, :
<br /> Pipe Wal I�Min.) a o a . n, / Q - - 13/ tY4
<br /> Grout in Position
<br /> — _ '1
<br /> —Cast Iron� p3J' IPIP@IC R/GY Conform
<br /> II a: 30"d or smo/%/ /a use a r _ �7 ,
<br /> o�//os-r�iie mes& �.o..v. lad Ax Precos/ /�2in{arced CPn Jon .Oily v`' Corer I" I „I' � - sECTiON .08'A.C.arw033A1i
<br /> QC-C" °D-D
<br /> µ /,�� gQ p 9 CO C/ete Section Ferton a A /36/ I 2'- /4 COVE R DETA I LS
<br /> 6 _ _ •� _'�o
<br /> II �Ih _ Ears li_n Por<islln�f
<br /> SECTION DD a _ �16
<br /> 0 s. 1V2,2 Gag¢ Aeirla coed — o o S SurS
<br /> - a
<br /> PLUG DETAIL (TYPICAL� .,,. TYPICAL .. /!/
<br /> Not to Scale YP OP E1414Y
<br /> 6 7—
<br /> t a e t d.. COnc Bos¢ .� "Las '_ al 0 w o . S'CQ/e / '-20' ..
<br /> I JJ k bars" 'a r vE -
<br /> - R rC bars•1T' :O '8 t v o
<br /> s I/ Bar or Rivet
<br /> d long Casio,
<br /> ' - ; welded intoframt
<br /> Ftm
<br /> TYPICAL CATCH BASIN ( L. { _.. o18"/e
<br /> Scale I"= 1'o" FRAME SECTION
<br /> - - 6" D+12° z-8min 6 � DETAIL
<br /> SECTION B-B ELEVATION &SECTION A-A
<br /> Cast Iron Frame �' Cover (Sacramento i -----__ _
<br /> o.o. Pipe 12'
<br /> DROP INLET WITH CAST I RO N COVER
<br /> County Skl -Prnkarfon Ua A-440 or equal)-
<br /> „ __� y/. rr -1 - - '-� ch Resurfacing
<br /> - -
<br /> 6 Precast Rein Forced Jr @6 � _
<br /> Concrete Grode Rings. -I Eachway
<br /> Combined Height 18" Mln.
<br /> a. p. I 'Y• CQ d Native f`daterial (90% Compaction) _
<br /> Interior Q . Eyter 'or oP s ' , _ E „ + -I' Lifts Maximum
<br /> oil Joints to be Banded 9. 4- /o bars@ o o'
<br /> -
<br /> with B°ndhnq Mortar. c d 4"Vin. g
<br /> Grout o11 joints with a .o' C� Chips as Specified in Special
<br /> Mortar. e. ___ �� , -"6 Bars ,3(" j,D. ` ___ _ Grorisian, Vibrated B Compacted
<br /> Co' n a.. to Sand
<br /> 4
<br /> o - :
<br /> � - No o Cushion 8 Chips � t
<br /> Concre)e Collar n ,- f�
<br /> Sand Cushion ' Not R¢Qdlrad for 12"E.SC.P.
<br /> Compacted S Shaped �. x
<br /> 12° E,S.CR +2=6" 2
<br /> O.D. Pipe at
<br /> Referio sp"al °' � a TOP SLAB REINFORCEMENT TYPICAL TRENCH SECTION 15 25' —
<br /> 5 - -- 5 - 10 - Poruing
<br /> Provisions I' 4Q aAC"I I 36 I-p b ' cc Not( r O" N'�ot to Scole Construction Zone Bound
<br /> .
<br /> Collector tateralJ
<br /> ( Typical ) �12 ? •:� ^ West Bund Lone ll Eost Bound Lone
<br /> M New White Line to be Painted by County
<br /> 4' G' Ctrs, 4 - 6 ga rs E �, \White Line to be Obliterated by County
<br /> 5 @ FJ Each Woy Existing °urfnce 3
<br /> a' D, i e t m Typicol Barricad@ to be furnished by County
<br /> '. I'. 'o•; , ;y�,'.lo, ' �,. . .,�.�� '� Drainage to va e� '..
<br /> bP
<br /> _ 1 d.• . A •n 4 • Remain a5 15.
<br /> � �Apprux. Location of
<br /> '.' Exlttiny San Han Sewer
<br /> p CastIron FmmeTiC01C1 Ci+y of Stoc ton*6 Burs ' °°' - Std -Rnkerion Ne, A 169 or ¢qu°I�
<br /> L
<br /> • Q "Q ,•dv•� '.'� `\1 Gil Q
<br /> v ' a • .p..c, . b :. - .4.'a o, .�.a: Top of pavem¢� ^um
<br /> '-eS'- I x n
<br /> 2 , ; a: 2'13 4 6 6" Precast
<br /> Reinf.Conc. Grade Rum 61,
<br /> �R 6 "
<br /> I -#4 Darr 2„ Combined Height
<br /> TYPICAL TRAFFIC Cx CONSTRUCTION ZC)N 8" Mlnimun. 2 f oa
<br /> f a. 24"1D ►i e Precast Reinf,
<br /> Scale I - 6' Interior &• Exterior of all
<br /> v. e' e, C
<br /> _ a O. D Pipe + 1'2" o Joints to be Bonded with 'i o o a Cone N
<br /> p 1 -- • Bonding Mortar. Grout
<br /> a ' i Il Joints with Mortar
<br /> �4 Bars
<br /> Go Ctrs. 5"
<br /> I C3id¢ Wo115) 14 Bars @ °'.
<br /> � .
<br /> 9
<br /> I a
<br /> I 1 6" Ctrs: a ,
<br /> I 48"LD T.
<br /> ' � a . .a " 'i; . •. —I- a'..;91 e . a. - - -- I '-,'s I �M.H 1136'�LD� I a �
<br /> s n CD 4-
<br /> IV
<br /> ° a' Q
<br /> G Eochvday .'p 9.. a `o C5
<br /> a
<br /> " I I
<br /> ..Q. • dQ . D : .y', ° Q ` � ': ';Q . 4 . 'a, Q '•f . ,0 'o
<br /> Ori lb
<br /> M. H '* i , 2 ,3 ,4, 5 , 5A,6, 798 m A �4,r��" Q.D. Pipe + 12" 9 4.1 a o a r
<br /> REINFORCED CONCRETE MANHOLE TYPE- 1 ) SECTION A—A M.H. �* 9, I0II
<br /> Scale "= 1'-0" (End 'Nall Reinrtorccme�nt�
<br /> PRECAST CONCRETE MANHOLE (TYPE-2) I'
<br /> Scale z _ 1 , 011
<br /> y
<br /> I
<br /> ._ L c
<br />
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