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2" 10 Pipe
<br />248, W. or 3e
<br />Low
<br />-ST! M: I
<br />10OL;PF
<br />Rftp)
<br />TYPI"L SMU at
<br />NOT
<br />L One street sign is required
<br />at each intersection.
<br />ft" ftW16W am to be ocq*W
<br />from ft son J00"k CWA*y Depart-
<br />jinent of Pknft and &"hQ kowim
<br />a, Sell - knprovwwd 1111011111 fair locatim
<br />ST of STOP sWo. w1w fawired.
<br />MAIN4 TM of the sired 84P veils
<br />100E dug to the lonA of tM street
<br />L nans.
<br />Edge of Pmment
<br />Be* of Sidewalk
<br />or Back of Curb.
<br />b
<br />Street
<br />Sip Location
<br />I
<br />45�
<br />ICUMLIIA
<br />It
<br />I ffxq_-A i rou
<br />1) Fromilt and Grate allall conform
<br />to Improvelivievit Standard No. C -7
<br />2) Tt" foist W"am Ulm two"
<br />grade in flow
<br />In exIBUM strools, m" be losis tha
<br />2'with the approm Of the En~.
<br />A
<br />A
<br />4'.
<br />-3 -OW, e
<br />Z'
<br />f!LAN VIEW
<br />Sao No. 16-3
<br />muumuu
<br />Mortar
<br />arwk Ring
<br />Mortar
<br />z
<br />R.CLP. M----., Ike
<br />.1060V Concrete
<br />SECTION A —A SECTION B-8
<br />off 4e
<br />& z
<br />I
<br />Z5
<br />L
<br />r
<br />3 A C R
<br />0 ve P, Abir) V C Cz 9S%.RtL
<br />Shoulder 0
<br />*11�_ 4-Y .17'
<br />L-*'- 0. 1 L� rni n.
<br />Surfacing___ f
<br />0.17 DIKE
<br />0.25' 2-J4 0 25'
<br />Variable cut slope
<br />Fill arid compoct wlfh excamled
<br />05
<br />rnoterfal to top of dike
<br />in.
<br />Shoulder Edge 1 31
<br />.0.5 1 DIKE -TYPE A
<br />e o �, 0 1! P -ze, $fe
<br />�901wzlllv
<br />~ed' CW// 4VXW
<br />Jr,leMl :57"'Wr
<br />20, 1*
<br />0 eq; Wr, dre, r;ro, ~ eeff,"~1jV4f -,WdVON
<br />-ff "aW 67dfeex�l IW,010"MMW
<br />Jim
<br />!2nweov
<br />-all
<br />dp IA:Pp evor .441ar
<br />'1071
<br />A W",.- ri eaeld, 1 7� -1 W1, e V
<br />-A
<br />\z3_1 —I-
<br />"?o
<br />715'
<br />16'
<br />c
<br />14Q
<br />4o
<br />A. C DIA16
<br />7'1 PICA z 0 or, GRA -0 ING L 0 rS 2 - 6
<br />rov.vlocw Itor cRADINc zors 7-jo
<br />. PLAN VIE
<br />SECTION A —A
<br />NOTE, Srato shall be fastioned to froI
<br />with Waf bect-treated chain.
<br />A
<br />3 "us
<br />PLAN'VIEW
<br />SECTION _A -A
<br />SnML a"
<br />SECTION 11-B
<br />ex IV PICK Notit
<br />SECTION C-C
<br />NOTE, Frome.and Cmr shall be
<br />machined to usmvie Interchangeowy
<br />and a close.q.Wet fit.
<br />L
<br />ENGINEERING
<br />1111
<br />SURVEYING
<br />PLANNING
<br />a
<br />ZONING
<br />PC
<br />erf e2 wil I V
<br />P.O. BOX 816 900 H STREET SUITE G
<br />MODESTO CALIFORNIA 95353 (209) 526-4214 "IV _IVS-Oa'4004�' e"O-I'F1'
<br />Will With - al ;L"
<br />or
<br />7r'
<br />better dm the exietmo 06eilm-
<br />In qualify - and thickness.
<br />!b
<br />Compact in te max layers
<br />-1
<br />in
<br />Min.
<br />(Typ
<br />to a min. MIQtFA CwTvaction
<br />CC 95%*Miw pavemien! and
<br />, and 90%
<br />2
<br />out" shoukkn.
<br />.2
<br />Compact In 2emaL layers
<br />to a minimum
<br />—
<br />relative compaction
<br />�f 85 %.
<br />cd;
<br />Compact in 6" layers
<br />Id' 0. D. 10,
<br />to a miflimurn
<br />"Active compaction
<br />n n 4-,5rj4
<br />of 90%.
<br />RIGID CONDUIT
<br />L Relative compadjon Of materklils "I be tested by the State of Coutornic.
<br />DW- Of TfuRsPortation Testing Manual&
<br />2- AS existing Sm,,,nt ISSI method No. Call fornia 216 or 231.
<br />3* *Irttinip or pondin�i Wig be Sholl be MOtIY cut to line pr
<br />Pormitled wilhin the street P I" to french excavation.
<br />'lot 0
<br />46 When shown by ma comil"tion OW oompoct,btty, f Wk3Y With 3 year WrA
<br />W" Percent go %)
<br />MNW'on may be used, When WWI,,d by Un Dkoctor of pI Wmitc
<br />Cost kw
<br />From and Cakw refer
<br />10 ImPnw*nw" 51widard No. C-3
<br />TOP of pavement
<br />grade
<br />Precast reinforced concrete
<br />grak adjustment rings
<br />2'. 3". 4' Ek 6" sections
<br />b
<br />as required
<br />Precast reinforced
<br />concrete cone.
<br />W
<br />io
<br />Ali Joints mortared and
<br />banded with mortar on
<br />both Interior and exterior
<br />surfaces.
<br />LeL
<br />Precost reinforced manhole
<br />pipes, ASTM C478,o*mt to
<br />Diam.
<br />Proper slevatiom 0% V, V, a
<br />sectiom as req*ukk-s0dj
<br />"k
<br />Lowest
<br />t
<br />7�-
<br />4 Ilan
<br />Concrete for
<br />base. Pro— cost base
<br />mc,Y be used if approved
<br />by the Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />,9P,P,e0YEP,4!5_7D / 'AS BUILTS
<br />B Y
<br />V
<br />DATE
<br />It iZ
<br />re
<br />4
<br />zz=_
<br />�Al EXP-Sjll�
<br />e4'
<br />epo%eoel"
<br />ev
<br />52f,-e "Z/w
<br />e1v d1w#�FI-oop,
<br />7V Al A, ele, ?�Xfllelel
<br />e?p 175. Ae 4�f-r 4!-r,:�Ver
<br />ev-
<br />eOWe54'
<br />49F r� ef2r1k:z1f M07 Ao;�X We
<br />eAw"loAr
<br />e-4:�IdAv"11
<br />CS —
<br />LU
<br />NCF 26654
<br />1EXR 3131192
<br />I V
<br />0 Mgw:�*l
<br />ROY A. GALLI R.C.E.16024
<br />JIMMY G. BATEMAN L.S. 4685
<br />Z_
<br />REFER TO:
<br />D
<br />SHEET
<br />4
<br />VIP - 7.
<br />S I
<br />Job No.
<br />REVISIONS
<br />Symb.1
<br />on.fe
<br />Doscrlpiiew
<br />—A37-3
<br />Chocked
<br />/A
<br />1195
<br />JL7-S
<br />F lie No.
<br />
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