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<br />..........
<br />94,f eWr
<br />4 -9 A'of / Q 41'
<br />6V & re - Zi1e
<br />e- J0 $4, MVZ, /,V
<br />4 4"
<br />IV
<br />---I 1"dWO
<br />le
<br />se: CrI041
<br />Amd -
<br />�100 S4rXz4::f
<br />E. P = 15,46K OF 6 UEB
<br />tN 8 MILE KD.
<br />OAQ'Y
<br />5- FRb /v1 F P
<br />, NOTES
<br />To C, B. 0
<br />1)
<br />From@ and Grate $hall conform
<br />14 I/A.5 oYA11Cor
<br />to Improvement Standard No. C-7.
<br />ONLY 2)
<br />Two feet minimum below finished
<br />grade In now development.
<br />In
<br />existing street*, may be lose than
<br />2'with the approval of the Engineer.
<br />A A
<br />...... 3,we
<br />PLAN VIEW"
<br />I
<br />See Not
<br />Mortar
<br />-Grade Rings
<br />Matto?
<br />k
<br />I a" R.QP CI-M
<br />Classule Concrete
<br />SECTION A -A
<br />SECTION B-B
<br />A? 1"57z5;?W a007100f11V z1rz4r11;1
<br />4
<br />A —3 WLES
<br />EQUALLY SPACKO
<br />I'l-Arl vir_w
<br />!L1
<br />'10 �
<br />tT
<br />!.j,' T_
<br />V I I]
<br />F STEEL BAR VENT- OPTION
<br />� I �
<br />31
<br />SECTION B-B
<br />NOTE- Frame. and Cover shall be
<br />SECTION C-C
<br />machined to assure Interchangeability
<br />and a close,quist fit,
<br />W oF
<br />4o�PXIA*d- A: .0
<br />41a, XeXzzor I "W/W/ e V i 0 � �oo 4,41A W,,?, e: IX , e: � A1W.
<br />Cost Iron Frame and Cover — refer
<br />.., to Improvement Standard No. C-5
<br />Top of pavement grade
<br />-7
<br />Precast reinforced concrete
<br />grode adjustment rings
<br />20, 3", 4" & 60 sections
<br />b
<br />as required
<br />Precast reinforced
<br />40
<br />concrete con*.
<br />All jokits mortared and
<br />banded with mortar on
<br />both Interior and exterior
<br />L*L
<br />surfoces.
<br />Precast reinforced manhole 0A1_
<br />pipes, ASTM C4M adjust to 44'-0" Diam. N.
<br />2
<br />pqmr eimtion. C I', V, V, a
<br />4! sedions as nw*odJ Lowest
<br />IL
<br />F
<br />4.-4 \Closs "80 Concrete
<br />for
<br />ba3e. Pro- cost base
<br />may be used if
<br />approved
<br />by the Engineer.
<br />ELEVATION
<br />.STORM . SEWER MANHOLE
<br />NOTE: A C-6" comets cons may be used if approved by the
<br />Engineer
<br />4!�-SUILT.PLAN P_E`V1_'�10N_S
<br />r3y 111.10_" fft,4ckz;L� L)ATE VZ— to -
<br />A P D LOC- L D t I-A-5 Fbe 8 M I LE- As-J 0
<br />0LJA6i4WI(_,K RD Ot4 1(5" S.'D� 11�LE-r 1>
<br />Axa:m:z� �s4swr& z8A, * ze e,
<br />A
<br />f %__-
<br />PLAN VIEW
<br />20
<br />NOTE, Grate shall be fastened to frame
<br />with 16mx-La heat -treated chain.
<br />4
<br />do'90WIMF W1W Sz7
<br />I aso-W
<br />..Cost Iron Frame and Cover WY50'
<br />Manhole Ring with "0" Ring
<br />Gasket and Bolt Down Cover
<br />Approximate Wt. 360 Ibs.
<br />.27"
<br />331A"
<br />27%- _.O" RING
<br />4-
<br />T
<br />24'
<br />WA01, (111az4 te -
<br />3, Operant 860 Not No 11)
<br />it 114
<br />-L+
<br />PLAN VIEW
<br />Woof mooft all Wors of pip* opeallse
<br />5 ftsbars 0 ypical)
<br />-Standard Storm Sewer Manhole.
<br />6W lvdexellfe ^*V1yA#Zd'.
<br />—Grout to foundation
<br />e
<br />9-T_
<br />so Min.
<br />80 Mia
<br />'%*�Claoe 0.4� Cone
<br />ir Min. 51 min.
<br />SECTION A -A SECTION A -A
<br />PIPES LARGER THAN 30" DIA. PIPES 24" T0jQ" DIA.
<br />NOTES 1
<br />L The foundation &hall be a minimum of Wfor 44"O.D. pipe and smaller.
<br />2. For pipe larger than 4400.D., the foundation shall extend a minimum of 80 beyond each
<br />side of the pip*.
<br />& Opening to be 3' long x (LOL of pip*) wide , up to 36" I.D. pipe. For pipes larger than
<br />360 1.11 , opening to be 36* Diameter at Square.
<br />4691f 40404Z 4C
<br />REFER TO,
<br />ROY A. GALLJ R.C.E. 1 6 0 2 4 0 Moslostoolf1ce
<br />ENGINEERING JIMMY G. BATEMAb�,, L. S - 4 6 8 5
<br />a W,40 Z�rlpwpolze�;p De. I a SHEET
<br />SURVEYING
<br />PLANNING C a I a W.01 IV
<br />A R E VI SIONS
<br />ZONING J 0 b H a. S V M IA. . Dole Description 28
<br />1M14F4?W C h * c k a d
<br />P.O. BOX 816 900 H STREET SUITE File No. 0 F 28
<br />MODESTO CALIFORNIA 95353 (209) 526-4214 Ora
<br />NONE
<br />0; W-/ �&e -,I Top of pavement
<br />grade
<br />-Pe -h ,Yee -
<br />A
<br />Precast reinforced concrete
<br />grode adjustment rings
<br />2". 3", 4" a 6" sections
<br />b
<br />03 required
<br />Precast reinforced
<br />2!-0
<br />Dicim. 40
<br />concrete cons.
<br />10 CV
<br />All Joints nulared *W
<br />banded with mortor on
<br />both Interior and exterior
<br />510 Lim
<br />surface&
<br />Precast reinforced manhole
<br />pipes, ASTM C478,qdjust to
<br />4'- 0"_ Diam. 0
<br />proper *Wwfion. V, 2% S, a
<br />4! sections as reqLdred)
<br />>
<br />)r
<br />4' DIG.
<br />310ioL.
<br />or a
<br />
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