|
f.4
<br />GC'N�AAC /YOTES�
<br />/. /riYL A!L li:YLS CtWTA/.!�/iter .kYNFAPY/.LY,
<br />SRLSr W1 LLNC'-A-Aw•
<br />eA0A4L Shed X&A'e-S' ./rIkIllN.
<br />4! CtWlAi/Llb! AWLL Afrmlev A 6!//LObtYs
<br />,~17' ,rAW TAt" e/7r 41'10�x e
<br />aF wAu.
<br />etweNT AfaRTArf CAP•• -
<br />Y AW /�V 0,1Wfrew »=:
<br />grade �
<br />t M'O• QC[ , TY//CAL.
<br />f
<br />Precast reinforced concrete
<br />Date .�—��6
<br />sNa✓
<br />grade adjustment rings
<br />Ne. , B/�REVISI
<br />grade adjustment rings
<br />2", 3", 4" d 6" sections
<br />as required
<br />2". 3", 4" 9 6' sections
<br />i.+
<br />- HYD sc.QGE
<br />: * : Id" RIP floe,,'
<br />44W dVVr
<br />d'4 d4f C40
<br />r�wq erwr. /,v ire
<br />w� sNRr/e44 sraife
<br />7",Y47& /N /Wr1Na.
<br />4 ll7NT /�V eQNT. /LY/P R7:
<br />w/o PAis'Are PRQPESPTY
<br />WAM: pie
<br />E.P. = BACK OF CUFB
<br />QURS f1VICK �G :� DN 8 MILE" KD,
<br />ONLY
<br />2
<br />5 F'XDM E.P. 1 ' NOTES'
<br />TC) C, B. to At B 1) Frame and Grate shall conform
<br />oYA11C!( k0 to Improvement Standard No. C-7.
<br />ONLY 2) Two feet minimum below finished
<br />: y _ grade in new development.
<br />r r In existing streets, may be less than
<br />2' with the approval of the Engineer.
<br />r'
<br />PLAN VIEW
<br />SECTION A -A
<br />SECTION B -B
<br />4a�AlIv 1//d/dcT r
<br />I1FO —3 HOLES
<br />EQUALLY SPACED
<br />rLNly vlcw
<br />SECTION B -B
<br />SECTION A -A
<br />STEEL BAR VENT -OPTION
<br />--
<br />SECTION C -C
<br />NOTE' Frame and Cover shall be
<br />machined to assure Interchangeability
<br />and a close,quief fit.
<br />Fi�,4/YIdE Je 00i1I,4/YyOL�'
<br />,0V fe' XZF' .04/Y c/a0zQ ,0/Y M SlA/YOA.QOS !�«
<br />Cast iron Frame and Cover - refer
<br />i b Improvement Standard No. C-5
<br />Top of pavement
<br />grade �
<br />f
<br />Precast reinforced concrete
<br />Date .�—��6
<br />1
<br />grade adjustment rings
<br />Ne. , B/�REVISI
<br />grade adjustment rings
<br />2", 3", 4" d 6" sections
<br />as required
<br />2". 3", 4" 9 6' sections
<br />i.+
<br />Precast reinforced
<br />concrete cone.
<br />as required
<br />F✓yFile
<br />(e QJ. .QE711-fe if
<br />All joints mortared and
<br />Precast reinforced
<br />R`
<br />^!
<br />e
<br />40
<br />concrete cane.
<br />surfaces.
<br />t; lam.
<br />Precast reinforced manhole
<br />pipes, ASTM C478, adjust to
<br />proper elevation. (11,2', 3', a
<br />All jointsmortared and
<br />banded with mortar on
<br />both interiorand exterior
<br />.;
<br />5" Min.
<br />surfaces.
<br />F
<br />:;'•
<br />Precast reinforced manhole
<br />3.
<br />pipes, ASTM C478, odjusf to
<br />4'-01' Dia
<br />1i,
<br />o
<br />proper elevation. V.V,V. a
<br />>
<br />;
<br />4 sections as requved) t. Lowest
<br />i
<br />e, 1
<br />>, >
<br />4
<br />Class "B" Concrete for
<br />base. Pre -cost base to
<br />may be used if approved
<br />by the Engineer.
<br />ELEVAZION
<br />STORM SEWER MANHOLE
<br />NOTE: A f-6" concrete cone may be used if approved by the Engineer.
<br />E
<br />/V sc.-f«-
<br />/I -BUILT PLAN REV15)IOWS
<br />BYA NATE vz.—LO-g1
<br />JZ CE 1(00Far-
<br />APD LOC-.DHtA_5 Foe S MILE' A1�I0
<br />QUA6rHWIc_,K RD oto 1811 s. a INLeT- Dl_'T':
<br />03 A M:'tA S4VVT& Z8 A Z8 5
<br />n
<br />A
<br />PLAN VIEW
<br />SECTION A -A
<br />NOTE' Grate shall be fastened to trams
<br />with 16"x4" heat-treated chain.
<br />Top of pavement
<br />grade -
<br />f
<br />Precasf reinforced concrete
<br />Date .�—��6
<br />EET
<br />grade adjustment rings
<br />Ne. , B/�REVISI
<br />NJeb
<br />2", 3", 4" d 6" sections
<br />as required
<br />Date Dese ri Ilan A
<br />i.+
<br />Precast reinforced
<br />concrete cone.
<br />F✓yFile
<br />(e QJ. .QE711-fe if
<br />All joints mortared and
<br />banded with mortar on
<br />both interior and exterior
<br />surfaces.
<br />e
<br />Precast reinforced manhole
<br />pipes, ASTM C478, adjust to
<br />proper elevation. (11,2', 3', a
<br />41 sections as required)
<br />P?IE- S6"'f
<br />/tom .CAGE
<br />.Cast Iron Frame and Cover 2/.t/EWYe
<br />•
<br />A t/9EE
<br />iJGT.r/L �dOlrE .9/Gff 7
<br />a
<br />SURVEYING
<br />PLANNING
<br />a
<br />ZONING
<br />P.O. BOX 816 900 H STREET , SUITE 0
<br />MODESTO CALIFORNIA 95353 (209) 526-4214
<br />5" Alit.
<br />0
<br />65
<br />>
<br />Manhole Ring with "O" Ring
<br />Gasket and Bolt Down Cover
<br />Approximate Wt. 360 lbs.
<br />jam— � •sr •�J tw••
<br />]]ly
<br />27%_^
<br />^d' RING
<br />�— 24"
<br />Fr�/tiOLE
<br />,
<br />S' opening ( 340 Not* No
<br />�--_!v Nin.—r�
<br />PLAN VIEW
<br />rd storm Sew,
<br />ESSU.Y6 AAA
<br />to foundation
<br />:1060 'A0 Conl
<br />coria all ads" of pipe opealao
<br />-•e Rebore (typical)
<br />SECTION A A SECTION A -A
<br />PIPES LARGER THAN30' DIA. PIPES 24" T030" DIA.
<br />NOTES' ~
<br />L The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller.
<br />2. For pipe larger than 440O.D., the foundation shall extend a minimum of Be beyond each
<br />side of the pipe.
<br />3. Opening to be 3' long x (LQ of pipe) wide , up to 36" I.D. pipe. For pipes larger than
<br />36" I.D. , opening to be 36" Diameter or Square.
<br />00,01
<br />S'/0�Y r/DA4l///Y CD UiYTX�
<br />111
<br />N��
<br />Dresre ?
<br />ROY A. GALLI R.C.E. 16024
<br />JIMMY G. BATEMA L.S. 4685
<br />C �
<br />f
<br />ER TO:
<br />RTO'
<br />Date .�—��6
<br />EET
<br />Sc a leUJ2i3
<br />Ne. , B/�REVISI
<br />NJeb
<br />S mb.
<br />Date Dese ri Ilan A
<br />CheckedQ
<br />F✓yFile
<br />(e QJ. .QE711-fe if
<br />No.
<br />i
<br />
|