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95--
<br />90—
<br />t
<br />4
<br />12 " r111CA- Z- A YER
<br />A1,4-7-1V,L:-
<br />Q10
<br />Ltr--
<br />-�; = 0,00 '
<br />PROFILE s OUTFALL
<br />S C A L E r
<br />—100
<br />—95
<br />--90
<br />AL
<br />r C— Ctrs t -,'AA ts, f I W Z;7 k_/,
<br />STRUCTURE
<br />I" = 20' HORIZ.
<br />1 11 = 4 1 VERT.
<br />O-Y,49D 1?,414 W17 -H 7-YPC -( llc�ZARF-5
<br />A 770 9' A 771 OF CAI 7-,IZAA/5
<br />I
<br />Z,
<br />IN I I I
<br />pri, over
<br />ast� Frame 0 C
<br />d a to St 6dal brawingNa.
<br />fi
<br />07HE-ET
<br />Moll
<br />r1de adjustment rl
<br />-0
<br />63 re ui "d
<br />3 q l
<br />", sections
<br />0
<br />All:, Join ill M or, a r
<br />t t, o4' and
<br />handed with mortar on',,'"
<br />-7-
<br />ex rior surfop $
<br />e
<br />Precast '
<br />.roinfOrl manhate,
<br />filf,STM 'C478 'd t , to
<br />proper 'llev'�49%`fl
<br />4' 92'
<br />751-OpE 70 411A 7
<br />> MAX
<br />Noted
<br />�IIYVA TrIl FRV ME G OA T
<br />PE 7- A7-CI.l
<br />'A' V
<br />E
<br />JE, Z),e 0 A4
<br />1. Ecl cones 41l 4l
<br />ol
<br />U$e'q- where
<br />the plans,
<br />G(1`6
<br />"Col) "o C,
<br />2. Jail may be either"keyed
<br />or top
<br />que. apd geQcl
<br />A, B,
<br />3, Diameter A shall
<br />600 oll s
<br />46%, , '9� E" A -,,4c
<br />required --/V7- -C 6 T)"P
<br />5r �=A4t- q& --r10A1
<br />r FAVIS -
<br />C os s Y, 'concrete JQ 1,V
<br />Y base" P4-ccist base rA /3 1- AG- P
<br />CALTRAA115 S7'D. Ill -!5,�FE'
<br />✓ may be used if • apprqvsd
<br />D5 7A1 L W.
<br />by l 0 or Q
<br />STREET CROSS SECTION
<br />C 5 0 025
<br />N�T.S,
<br />501L 57-�FRILIZA7-1(W SHA4-4, CONFORM TO 5f--C7-101V
<br />mo,ona W 4.0 Of Oil
<br />`d be d I oppeov
<br />n lci=-47
<br />NOT: c`6 n'c is 6 Bans ,use ed'lll 0ireclol 1, - =7-= �=-!
<br />Q( Public' 6 9PerC11-1CAr1(.)A15 AA14) �57AMOARD5.
<br />Worl
<br />kfw Efte
<br />PAVEMENT SECTION TABLE Dill TYPE A HIGH DIKE
<br />$td 11"famo & "J
<br />0
<br />LOCATION T' 1, R -VALUE A,C. A, 8,
<br />Flo slqb shall bo. used
<br />7 depth does not IS of
<br />Max. t I opered unit HILLVIEW DRIVE 4 9 2 8 1/ 2
<br />4" Use l IA -20 load rated -------- -- ---- ---- — . 01 11 J
<br />as manufactured by Teichert Precast ERB WAY 4 9 2" 8 1/2
<br />Mir). or equal. —1 — I I I I
<br />61 A- Frame shall be secured to riser of, ERB COURT 3,5 9 2 7
<br />IG flat slob top with cement mall
<br />WALNUT COURT 3.5 9 2 11
<br />J
<br />FLAT SLAB TOP
<br />D E T A I L S T 0 R M SEWER MANHOLE
<br />N T, S,
<br />5
<br />>
<br />Z",
<br />--- -------- ----- 2 S
<br />6TZ)RW DRAIN
<br />E!ASE�MZNT
<br />1!3 T6 3d)
<br />31DE 5LOPE- 5
<br />511015 SLOPE 5--1 MIM. SIDE� 5LOP6✓
<br />VA RkFS 6 70 18
<br />VA,P, I e 9 1' To 2.5, VAIRIES 61" TO 16,
<br />COLLECTOR SWALE TYPICAL LOT SWALE -OFFSITE SWALE
<br />farced
<br />(CHRISMAN RD)
<br />77777,-
<br />7�
<br />11 A, 13,
<br />P L A N Ball with materials Oquall to or
<br />T-07- iCi CA L,5- better than the existing pavement
<br />and base in quality, New pavement
<br />shall be 1" thicker than existing
<br />pavement, minimum of 0,25 ff�l
<br />New 'bote, shall be V' thl tharl,
<br />4 6A 1,2 12 4A C l Y ti, b6g, 5 ot.'�
<br />'e, miniml of "p, � te
<br />Existill Pavement
<br />(T
<br />7Z
<br />am a in 12 rn a x.
<br />layers to a min.
<br />3" 0"
<br />relative con -ipoc ton t*
<br />' j
<br />........ of 957,4, under pervemen 7I =Z
<br />and shoulders, and
<br />- - - - - - - - - - - a Ie
<br />X Va r i
<br />90% outside thclutderl,
<br />vl
<br />Compact in 24" rnm
<br />layers to a minirnum
<br />Cl HG rO R D+ 1'2"
<br />0 relative compaction,
<br />---r- of 857..
<br />5 s E'7A 61 It Q,D2 pac, in rt
<br />ive
<br />tap a minirnurrfl re a
<br />compaction 0 go%.
<br />3 7-0 8 10" Min, 10" Mir) 1,Q" Min,
<br />L A YE r
<br />0" Min.- 0. D.,-- 0, D,
<br />/VA 7 C 0 /3 9 Z-,5
<br />Q, D,
<br />eG
<br />3 WA Min,Min,
<br />.77
<br />77777 . .....
<br />RIGID CONDUIT FLEXIBLCONDUIT
<br />/0 0 NOITEIS:
<br />F dative I compaction of materialsor( an"'
<br />shall be "bested in aftc l
<br />I with"
<br />the State of California, Dept. oVTrdnsp6rt'ti6h T6,%til j " g', Mpp,oall', test
<br />fP x A imptil"odNo. California
<br />ii8� or 2JI
<br />" -'
<br />AVexistind novement shall be neatly Cut to line prior, to .trench `excavation,
<br />2
<br />�- I I I I I I 1 0
<br />03
<br />z
<br />0
<br />ocri� �II
<br />
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