|
y, 1
<br />E I
<br />PICK HOL.E
<br />I T D I HOLF S
<br />EQUALLY SPACED ---,,,AA
<br />Cl <>
<br />Cast iron Frame and Cover refer
<br />/ to Improvement Standard No. D- 5
<br />'Top of pavement grade
<br />I -X I;'r" PICK HOLE, Precast reinlorced concrete
<br />grade adjustment rings
<br />2 3, 4" 8 6" sectons
<br />P N VIEW as required
<br />... . .. ....
<br />Precast reinforced
<br />concrete cone iorn
<br />2 7
<br />All joints mortared and
<br />251,
<br />banded with mortar on
<br />both interior and exterior
<br />surfaces, 'A
<br />Precast reinforced manhole
<br />'T
<br />pipes, Class a, as required 4'- 0" Dram,
<br />--------- a obtain proper elevation
<br />1, 2 3' 13 4' sections, z !.sweat
<br />A
<br />SECTION A
<br />4"-
<br />STEEL BAR VEN"T-0P'TI0NAL.,----\
<br />A_
<br />�o N 7
<br />77
<br />f \Class B" Concrete for
<br />.
<br />base. Pre- cost boSe
<br />may be used if approved
<br />by the Engineer,
<br />SECTION 8-B SECTION CTC
<br />ELEVATION
<br />-- - - - ---- -------- I',__,_,, -_",,---
<br />STORM SEWER MANHOLE
<br />NOTE Frame and Cover shall be NOTE A 1'- 6" concrete cone may be used if approved by the Engineer,
<br />machined to assure interchangeability
<br />and a close quiet fit.
<br />ATE r,
<br />70
<br />..............
<br />�77
<br />No E -YPICAL-
<br />I _EQ RM
<br />FRAME a COVER 7P T
<br />.. ..... ........ ... ....... .... SEWER MANHOLE
<br />MANHOLE APP k
<br />iC
<br />5 `4A
<br />- - - - - - lr---,' - - - - - - - - - - - - - - - - yen. L !AM
<br />P f, Ole
<br />Pd Dole of P 1, C A 0, 0 R 9
<br />UNTY 0 F SAN JOAQUIN RE 93.36 C _L_la
<br />C OU N'T Y 0 F SAN JOAOUIN
<br />*I�I`_' A
<br />WEIKE DEPARTMENT OF PUBLIC WORKS STANDARD NO 0- 1
<br />NON"
<br />DEPARI'MENJ OF PUBLIC WORKS _fSTAN D NO" D-5 --_ . ........
<br />$ C A L E NONE
<br />3
<br />2)-'" x 2"
<br />Ila 1111,
<br />A
<br />4
<br />------- ag
<br />SECTION A -A
<br />NQTES" 1, lrvirag type grate may be
<br />I a% alternate
<br />2. Grate shall Ps fastened to frame
<br />with 18"xi Meat -treated chain.
<br />PLAN
<br />AW
<br />14
<br />9
<br />SECTION 6--B
<br />Al I
<br />2-C
<br />Expansion Joint (Typ,)
<br />B
<br />NOTES:
<br />=47,
<br />Frame 5 Grote shall conform
<br />A to I rn p r a v e m e n t Standard IN a. D- 6
<br />F L,
<br />2) -Two feet minimum below finished grade
<br />in new development. In existing streets,
<br />-1 H 11 may be less ',hon 2' with the
<br />c)proval of the Engineer
<br />T, 3) 24" pipe barrel shall be Class Ill R CY
<br />1 or Class JU A.C.P.
<br />Frame B 'Orate
<br />PLAN
<br />2'_ 0
<br />-V,
<br />6
<br />------- -e.
<br />-- ---
<br />Boil
<br />'2
<br />24 pipe I
<br />. ........ ... .N
<br />24" 1 D.-
<br />Mortar
<br />-Lateral (10"0 min)
<br />Class "B" Concrete,
<br />SECTION A -A
<br />SECTION B-6
<br />r- N 0 R E VI 5 ED R t C 0 mm 0 ri 0 ol� d f 0 1 0 ppi, o 0 1 by N — I . I —j ST DATE
<br />FRAME GRATE
<br />TAMC ARCi
<br />Dolt
<br />STORM DRAIN INLET ) �_�
<br />A ROVED &Y
<br />- - - - -------
<br />i, iJ
<br />I L'I A M 0 R
<br />w tofil P _E__AWIN�" . ......
<br />R A N_0Y V, of ii� t RE 9 54
<br />COUNTY OF SAN JOAQUIN
<br />. .. ....... ... .... ......... DEPARTMENT OF PUBLIC WORKS S TAN 0 A R D NO, D 6 SCALE NONE
<br />C A 1, E
<br />ro
<br />APPROVED__-.---_-',-,---'
<br />Rf l,
<br />10 1c,
<br />STANDARD STORM
<br />APP'�OVEDAY
<br />DRAIN INLET
<br />I VA R
<br />COUNTY 0F" SAN JOAQUIN C),,tCfQr al V,r�Yi,r at93 3E
<br />3 Opon)nq i Soo Note No 3)
<br />A-
<br />A
<br />PLAN VIEW
<br />SIondord "alarm Sewer Monhole, Refer
<br />to lrrpi, overinont Siondard No, D -I
<br />4, D i 0
<br />-3 Dio — 4' Dia
<br />or 0 Grout 10 foondolion
<br />---Dio of pipe
<br />J,
<br />8" min
<br />. h
<br />8"
<br />Class "B" Concrete
<br />5' Min, Min
<br />SECTION A SECTION A
<br />PIPES LARGER THAN 36" DIA, PIPES 24" TO 36" DIA.
<br />NC7ES
<br />$ WOE
<br />The
<br />foundation shall be a minimum of 5' for 44" O.D, pipe and smaller.
<br />2
<br />For
<br />pipe larger than 44"0,D,, the foundation shall extend o minimum of
<br />8" beyond each,
<br />side
<br />of the pipe ,
<br />3
<br />2)-'" x 2"
<br />Ila 1111,
<br />A
<br />4
<br />------- ag
<br />SECTION A -A
<br />NQTES" 1, lrvirag type grate may be
<br />I a% alternate
<br />2. Grate shall Ps fastened to frame
<br />with 18"xi Meat -treated chain.
<br />PLAN
<br />AW
<br />14
<br />9
<br />SECTION 6--B
<br />Al I
<br />2-C
<br />Expansion Joint (Typ,)
<br />B
<br />NOTES:
<br />=47,
<br />Frame 5 Grote shall conform
<br />A to I rn p r a v e m e n t Standard IN a. D- 6
<br />F L,
<br />2) -Two feet minimum below finished grade
<br />in new development. In existing streets,
<br />-1 H 11 may be less ',hon 2' with the
<br />c)proval of the Engineer
<br />T, 3) 24" pipe barrel shall be Class Ill R CY
<br />1 or Class JU A.C.P.
<br />Frame B 'Orate
<br />PLAN
<br />2'_ 0
<br />-V,
<br />6
<br />------- -e.
<br />-- ---
<br />Boil
<br />'2
<br />24 pipe I
<br />. ........ ... .N
<br />24" 1 D.-
<br />Mortar
<br />-Lateral (10"0 min)
<br />Class "B" Concrete,
<br />SECTION A -A
<br />SECTION B-6
<br />r- N 0 R E VI 5 ED R t C 0 mm 0 ri 0 ol� d f 0 1 0 ppi, o 0 1 by N — I . I —j ST DATE
<br />FRAME GRATE
<br />TAMC ARCi
<br />Dolt
<br />STORM DRAIN INLET ) �_�
<br />A ROVED &Y
<br />- - - - -------
<br />i, iJ
<br />I L'I A M 0 R
<br />w tofil P _E__AWIN�" . ......
<br />R A N_0Y V, of ii� t RE 9 54
<br />COUNTY OF SAN JOAQUIN
<br />. .. ....... ... .... ......... DEPARTMENT OF PUBLIC WORKS S TAN 0 A R D NO, D 6 SCALE NONE
<br />C A 1, E
<br />ro
<br />APPROVED__-.---_-',-,---'
<br />Rf l,
<br />10 1c,
<br />STANDARD STORM
<br />APP'�OVEDAY
<br />DRAIN INLET
<br />I VA R
<br />COUNTY 0F" SAN JOAQUIN C),,tCfQr al V,r�Yi,r at93 3E
<br />3 Opon)nq i Soo Note No 3)
<br />A-
<br />A
<br />PLAN VIEW
<br />SIondord "alarm Sewer Monhole, Refer
<br />to lrrpi, overinont Siondard No, D -I
<br />4, D i 0
<br />-3 Dio — 4' Dia
<br />or 0 Grout 10 foondolion
<br />---Dio of pipe
<br />J,
<br />8" min
<br />. h
<br />8"
<br />Class "B" Concrete
<br />5' Min, Min
<br />SECTION A SECTION A
<br />PIPES LARGER THAN 36" DIA, PIPES 24" TO 36" DIA.
<br />NC7ES
<br />The
<br />foundation shall be a minimum of 5' for 44" O.D, pipe and smaller.
<br />2
<br />For
<br />pipe larger than 44"0,D,, the foundation shall extend o minimum of
<br />8" beyond each,
<br />side
<br />of the pipe ,
<br />3
<br />Opening
<br />to be 3' long x ( 1,D, of pipe ) wide , up to 36" 1,D, pipe. For
<br />pipes larger than
<br />36"
<br />I,D� opening to be 36" Diameter or Square,
<br />IN
<br />DATE
<br />SADOLE-TYPE MANHOLE FOR
<br />PIPE 24 DIAAND LARGER
<br />P',
<br />AP , ,dr, .i.
<br />�1A
<br />DRAWN 51
<br />T
<br />COUNTY 0F" SAN J 0 A 0 U I N
<br />K* A ,Ole
<br />Di't �0 C 110' y t f. 9 3 3 9
<br />DEPARI'MENT OF PUBLIC WORKS
<br />STANDARD NO D-2
<br />5T D PRE(A",�T
<br />f -O R M F I -A -r W"RTI(AL_ FACP IN DCWti
<br />CA��T IN PLAq� P>twc,,E ID PIT RA(_K,
<br />CAT4
<br />W! GAIN' W U T S AND Y\IA15 H F- V_S,
<br />q- CC>NbT, TRAI�If RACK 'N
<br />B Ah WELIDEID
<br />VeRTICAU-N -To '/4"XI"%4`2"
<br />F�
<br />5
<br />T TC) M AT I `q.;Z�
<br />E3 A R TDP �,- O
<br />0 iiLv A N v:k E A FT EF R Y A'6RK_AT i0 N,
<br />N
<br />"'K
<br />t
<br />"TRASH RACK DETAIL
<br />... _-. =_ 1-11711, I'll
<br />n. ts
<br />STAND RD NO, D- 3
<br />revisions2035jZ
<br />WILCOX ROAD -PEPSI PLACE IMPROVEMENTS
<br />MM11 W111IN11111
<br />01 1 0 IT I M, 'I
<br />f
<br />I
<br />SHEET
<br />4
<br />OF FOUR
<br />FILE
<br />
|