HomeMy WebLinkAbout1538-2I
I
0
I
I
I
A R CATA STREET',
9' _q-r12QiVI D.A?A/N CURV/F OA TA
1
8
PLAN
( Shaft not shown)
mrr►a C
I
m X. "
S
Concrete
rings 42Ld.-O
81 reducer per
Std. on III II
Station Line I
flit,,
SECTION 8-8
3/4 round gahranUt
''steel steps 1�-4" o.c.
-' 4 it X 4 of mortar fillet
T SEE NOTE "All
NOTE ofWof
Monhole frame and cover Two (2) inch deep seat to correspond to manhole shoftt
per Std. Plan 630 -0 -OC thru grout between shaft and seal.
633 -0 -OC
Minimum 2'-10 V2" for paved streets
7-a- Minimum 30- 6" for unpaved streets
SEE NOTE t'Att
-Round edges of inlets
Max. 30" diameter side inlet. Use Std. Pian 1312 (Junction Structure III)
�- for side inlets 3- 30" diameter.
k1Nt elevation applies
at this pant
-Round edges
SECTION A -A
NOTE:
Use Junction Structure Type I for outlet pipe diameters of 4e or less, and it,Wt diameters
of 30 or less. --
e Mantleshaft shot l be 4;-0and Junction sructure §ottom width shall be increased to
4-0 minimum when M>15. Use Std. Plon1504 with -6 rings when M7,15.
GENERAL NOTES:
1. -HEIGHT H (in Sec.A-A and Sec. 8- 8)shall be not less than 4 d, but may be increased at
option of the Engineer provided that the value of M shall be not less than
the minimum speclfled and that the reducer shall be used For H (in Sec. C -C )
see Note 4.
2. - LENGTH L shall be 4 for inlets of 20t'or less and 5' for Inlets greater than 20" unless otherwise #xm,on improvement plan.
(May be increased a max. of (I) one foot at each end to most pipe ends. Continue #4 at 4 o. c.
3. -SHAFT shall be constructed as per Sec. C -C and Detail N w hen depth M from street. grade to top
of box is less than 2-101/2" fot paved streets or 3=6" for unpaved streets
4. -DEPTH M may be reduced to an absolute limit of e' when larger values of M would reduce H
(in Sec. C -C) to 3i-6" or less.
5 - T shall be 6„ for volua of H up to and Including 8. T shall be Id' for values of H over lit.
6 -STEPS shall be 31/4' round galvanized steel and anchored not less than 6" In the walls of structureA and shall project
a min. of 4 inches kin point of o"ment. Unless otherwise shown, steps shall be placed 1t-4 on center. The
lowest step shall not be more than 2 above the ledge at the side of monbole floor.
7. -REINFORCING STEEL shall be # 4 bars , deformed, straight bars I 1/2" clear from fate
of concrete.
! -STATIONS of manholes shown on improvement plan apply of center line of shaft.
9. -FLOOR of manhole shall be steel -troweled.
IQ -RINGS, reducer,•and pipe for access shaft shall be seated in 112 mortar and neatly
pointed or wiped inside shaft.
11. -LEDGE shall be sloped at a per foot.
JUNCTION STRUCTURE NO. l
EL //VE S. D. PL ANS
T 6
N.T. 5.
coivsr,�vcrioN NorEs
2O CONST. 24iPCP (D -GOAD A5 NOTEO�
I 1 CON.SZ GfITCH 0A5/1V L = 5' PER 5flEE7- 3
O CON5T. ✓UA/C'T/ON STRLICTZJRE NO. I PER T9/5 SNEET
Q7 REMOIiE EX/5T/1V6 PLUG
j&
Inch rings a1.o11 be nomforced with two
Manhole fr4r»e P round steel hoops; b inch dnd 8 inch rings
I cover, Vlgn 2-0 AW 472 shall las reinforced with four hoops, flied i`"
`r - ( with No. 14 A.S.& W. gouge wire g 1-_-'
i d Note F ` inches on centers.
omit under Note 3} �-=. _----------. :.:
��'' •zit ^• When Possible use \ i e. : ,f• ,}•, f �, --- .�..
t.. V See It, ane ion :•_�:; r 4 - 21z+ rings or z
. �+
G i11e for jo,n dotaila ,�!. a VI lent Ir l ICA
el
• '.�,' t (� Max. •b 4t 1 '}
# Z tic bars, 4re4d. -.:-- Inside nigm
.:.t. �� .r # t4 .:... .• 24 inches
I - -1.. 2 c0113, 7re9'd. t - :. •,•, ;;.' , ...:,: --
jo
o A - ►�� CROSS SECTION dI a�
�; -{-� �' OF REINFORCED '
'�� •�' 4• CONCRETE RING
N -I- _ i. l _ �• -- - - - - - - - " _• �' _ . 1. (f/A a � � t �
--- �� -�-
;��� NOTES 1149
' I 2 -ALL JOINT, shall be filled with I-2 mor-
)air•b
cind neatly pointed or wiped >n inside
of -shaft. r
u
u 3 -COLLAR of 1-2 mortar around cover frame 10
3 6 3Peetol M_ H. R C P shall be omitted in rock and oil streets
and in paved street".
4- .`
4
4.. STEPS shall be t inch round galvaniz-
�� An4 340ndOrd p - pa end !i cd steel. Tu et shall 1x
P P P placed directly
5"x ,L., pipe 3eoi heredth the manhole cover frame.
Width of all .cepa shall be 1.4_inches be-
�5" tween ley centore. Except where shown
otherwise, spacing of steps in shaft
ahail l✓e 14 to 15'1 inches on center.
See Std. Dwg Z - D 96. LACFCO
6- ECCENTRIC MANHOLE shaft ,reducer, and
rings may be plain concrete.
VERTICAL SECTION' For unrpinforced sections• the minimum
OF REINFORCED CONCRETE thickrwss shall be Ginches The concrete
ECCENTRIC MANHOLE SHAFT used 3holl be of such strength so as to
develop 5500 p.s.i- or 9roate- in 28 days.
MUTES "CUNTINUEU'
8. The surfaces of cones and shafts shall be smooth and really 7
finished. Cones or shafts with imperfect molding yr honeycomb
surfaces will not be accepted
.-Manhole fro" and
cover, Std. Plan 2 DW 472 1-AC_FC D
. I-2 Mortor
Aipi
'
Std Concrete Rings, 3 6"orlil." in
Thickn e s s .
24" Diam. '
#4 wire hoops
VERTICAL SECTION
OF PLAIN CONCRETE
ECCENTRIC MANHOLE SHAFT
'orioble IeNth precosr
concrete sections
DETAIL - CONCRETE RINGS, REDUCER AND PIPE FOR MANHOLE SHAFT
N.T. 5.
TDP OF
'0E191P/NG "B"
ICA CKF/GL
�L
-� - BEDGViVG "t3"
r-- % ,944 WIN.
E-rC.4V•4;r101V 7V
7''f//5 L11V,6r
PES "1 T TED
v v ON I
4
R
L
T
C01k11V4 NT.S
A
34 °/7'/3 '
22 50'
/A 46
6.94
/?E f/E-APSE' CUR�/E
Ily
NOTEt
SIZE ROC( OR GRAVEL SHALL BE N0. 3 FOR PIPE 270 IN DIAMETER
'
AND LARGER, AM NO. 4 FOR PIPE SMALLER THAN 27- IN DIAMETER.
All steel reinforcement
BEDOINO 081 SHALL BE COMPOSED OF $AND OR OTiI'ER GRANULAR
1/2's 0 4"o.c.
MATERIAL AS MAY BE SPECIFIED OR OTHERWISE APPROVED BY THE
Rod.= I. D. of spur 2
-, -
- T. qTe
BACKFILL,
1
8
PLAN
( Shaft not shown)
mrr►a C
I
m X. "
S
Concrete
rings 42Ld.-O
81 reducer per
Std. on III II
Station Line I
flit,,
SECTION 8-8
3/4 round gahranUt
''steel steps 1�-4" o.c.
-' 4 it X 4 of mortar fillet
T SEE NOTE "All
NOTE ofWof
Monhole frame and cover Two (2) inch deep seat to correspond to manhole shoftt
per Std. Plan 630 -0 -OC thru grout between shaft and seal.
633 -0 -OC
Minimum 2'-10 V2" for paved streets
7-a- Minimum 30- 6" for unpaved streets
SEE NOTE t'Att
-Round edges of inlets
Max. 30" diameter side inlet. Use Std. Pian 1312 (Junction Structure III)
�- for side inlets 3- 30" diameter.
k1Nt elevation applies
at this pant
-Round edges
SECTION A -A
NOTE:
Use Junction Structure Type I for outlet pipe diameters of 4e or less, and it,Wt diameters
of 30 or less. --
e Mantleshaft shot l be 4;-0and Junction sructure §ottom width shall be increased to
4-0 minimum when M>15. Use Std. Plon1504 with -6 rings when M7,15.
GENERAL NOTES:
1. -HEIGHT H (in Sec.A-A and Sec. 8- 8)shall be not less than 4 d, but may be increased at
option of the Engineer provided that the value of M shall be not less than
the minimum speclfled and that the reducer shall be used For H (in Sec. C -C )
see Note 4.
2. - LENGTH L shall be 4 for inlets of 20t'or less and 5' for Inlets greater than 20" unless otherwise #xm,on improvement plan.
(May be increased a max. of (I) one foot at each end to most pipe ends. Continue #4 at 4 o. c.
3. -SHAFT shall be constructed as per Sec. C -C and Detail N w hen depth M from street. grade to top
of box is less than 2-101/2" fot paved streets or 3=6" for unpaved streets
4. -DEPTH M may be reduced to an absolute limit of e' when larger values of M would reduce H
(in Sec. C -C) to 3i-6" or less.
5 - T shall be 6„ for volua of H up to and Including 8. T shall be Id' for values of H over lit.
6 -STEPS shall be 31/4' round galvanized steel and anchored not less than 6" In the walls of structureA and shall project
a min. of 4 inches kin point of o"ment. Unless otherwise shown, steps shall be placed 1t-4 on center. The
lowest step shall not be more than 2 above the ledge at the side of monbole floor.
7. -REINFORCING STEEL shall be # 4 bars , deformed, straight bars I 1/2" clear from fate
of concrete.
! -STATIONS of manholes shown on improvement plan apply of center line of shaft.
9. -FLOOR of manhole shall be steel -troweled.
IQ -RINGS, reducer,•and pipe for access shaft shall be seated in 112 mortar and neatly
pointed or wiped inside shaft.
11. -LEDGE shall be sloped at a per foot.
JUNCTION STRUCTURE NO. l
EL //VE S. D. PL ANS
T 6
N.T. 5.
coivsr,�vcrioN NorEs
2O CONST. 24iPCP (D -GOAD A5 NOTEO�
I 1 CON.SZ GfITCH 0A5/1V L = 5' PER 5flEE7- 3
O CON5T. ✓UA/C'T/ON STRLICTZJRE NO. I PER T9/5 SNEET
Q7 REMOIiE EX/5T/1V6 PLUG
j&
Inch rings a1.o11 be nomforced with two
Manhole fr4r»e P round steel hoops; b inch dnd 8 inch rings
I cover, Vlgn 2-0 AW 472 shall las reinforced with four hoops, flied i`"
`r - ( with No. 14 A.S.& W. gouge wire g 1-_-'
i d Note F ` inches on centers.
omit under Note 3} �-=. _----------. :.:
��'' •zit ^• When Possible use \ i e. : ,f• ,}•, f �, --- .�..
t.. V See It, ane ion :•_�:; r 4 - 21z+ rings or z
. �+
G i11e for jo,n dotaila ,�!. a VI lent Ir l ICA
el
• '.�,' t (� Max. •b 4t 1 '}
# Z tic bars, 4re4d. -.:-- Inside nigm
.:.t. �� .r # t4 .:... .• 24 inches
I - -1.. 2 c0113, 7re9'd. t - :. •,•, ;;.' , ...:,: --
jo
o A - ►�� CROSS SECTION dI a�
�; -{-� �' OF REINFORCED '
'�� •�' 4• CONCRETE RING
N -I- _ i. l _ �• -- - - - - - - - " _• �' _ . 1. (f/A a � � t �
--- �� -�-
;��� NOTES 1149
' I 2 -ALL JOINT, shall be filled with I-2 mor-
)air•b
cind neatly pointed or wiped >n inside
of -shaft. r
u
u 3 -COLLAR of 1-2 mortar around cover frame 10
3 6 3Peetol M_ H. R C P shall be omitted in rock and oil streets
and in paved street".
4- .`
4
4.. STEPS shall be t inch round galvaniz-
�� An4 340ndOrd p - pa end !i cd steel. Tu et shall 1x
P P P placed directly
5"x ,L., pipe 3eoi heredth the manhole cover frame.
Width of all .cepa shall be 1.4_inches be-
�5" tween ley centore. Except where shown
otherwise, spacing of steps in shaft
ahail l✓e 14 to 15'1 inches on center.
See Std. Dwg Z - D 96. LACFCO
6- ECCENTRIC MANHOLE shaft ,reducer, and
rings may be plain concrete.
VERTICAL SECTION' For unrpinforced sections• the minimum
OF REINFORCED CONCRETE thickrwss shall be Ginches The concrete
ECCENTRIC MANHOLE SHAFT used 3holl be of such strength so as to
develop 5500 p.s.i- or 9roate- in 28 days.
MUTES "CUNTINUEU'
8. The surfaces of cones and shafts shall be smooth and really 7
finished. Cones or shafts with imperfect molding yr honeycomb
surfaces will not be accepted
.-Manhole fro" and
cover, Std. Plan 2 DW 472 1-AC_FC D
. I-2 Mortor
Aipi
'
Std Concrete Rings, 3 6"orlil." in
Thickn e s s .
24" Diam. '
#4 wire hoops
VERTICAL SECTION
OF PLAIN CONCRETE
ECCENTRIC MANHOLE SHAFT
'orioble IeNth precosr
concrete sections
DETAIL - CONCRETE RINGS, REDUCER AND PIPE FOR MANHOLE SHAFT
N.T. 5.
TDP OF
'0E191P/NG "B"
ICA CKF/GL
�L
-� - BEDGViVG "t3"
r-- % ,944 WIN.
E-rC.4V•4;r101V 7V
7''f//5 L11V,6r
PES "1 T TED
v v ON I
Angle shall not exceed 450
when side flow exceeds 10%
'
of main link flow
3!' Rod.
1, KWINO tA1 SHALL BE COMPOSED Of SAND N0. 3OR NO. auStEo
_THAN
LE55 T1 -1.41V / "BELOW ANY BELL OR COLLA A?
ROCK OR GRAVEL, OR OTHER GRANULAR MATERIAL AS FAY BE
Ily
NOTEt
SIZE ROC( OR GRAVEL SHALL BE N0. 3 FOR PIPE 270 IN DIAMETER
'
AND LARGER, AM NO. 4 FOR PIPE SMALLER THAN 27- IN DIAMETER.
All steel reinforcement
BEDOINO 081 SHALL BE COMPOSED OF $AND OR OTiI'ER GRANULAR
1/2's 0 4"o.c.
MATERIAL AS MAY BE SPECIFIED OR OTHERWISE APPROVED BY THE
Rod.= I. D. of spur 2
-, -
- T. qTe
1
8
PLAN
( Shaft not shown)
mrr►a C
I
m X. "
S
Concrete
rings 42Ld.-O
81 reducer per
Std. on III II
Station Line I
flit,,
SECTION 8-8
3/4 round gahranUt
''steel steps 1�-4" o.c.
-' 4 it X 4 of mortar fillet
T SEE NOTE "All
NOTE ofWof
Monhole frame and cover Two (2) inch deep seat to correspond to manhole shoftt
per Std. Plan 630 -0 -OC thru grout between shaft and seal.
633 -0 -OC
Minimum 2'-10 V2" for paved streets
7-a- Minimum 30- 6" for unpaved streets
SEE NOTE t'Att
-Round edges of inlets
Max. 30" diameter side inlet. Use Std. Pian 1312 (Junction Structure III)
�- for side inlets 3- 30" diameter.
k1Nt elevation applies
at this pant
-Round edges
SECTION A -A
NOTE:
Use Junction Structure Type I for outlet pipe diameters of 4e or less, and it,Wt diameters
of 30 or less. --
e Mantleshaft shot l be 4;-0and Junction sructure §ottom width shall be increased to
4-0 minimum when M>15. Use Std. Plon1504 with -6 rings when M7,15.
GENERAL NOTES:
1. -HEIGHT H (in Sec.A-A and Sec. 8- 8)shall be not less than 4 d, but may be increased at
option of the Engineer provided that the value of M shall be not less than
the minimum speclfled and that the reducer shall be used For H (in Sec. C -C )
see Note 4.
2. - LENGTH L shall be 4 for inlets of 20t'or less and 5' for Inlets greater than 20" unless otherwise #xm,on improvement plan.
(May be increased a max. of (I) one foot at each end to most pipe ends. Continue #4 at 4 o. c.
3. -SHAFT shall be constructed as per Sec. C -C and Detail N w hen depth M from street. grade to top
of box is less than 2-101/2" fot paved streets or 3=6" for unpaved streets
4. -DEPTH M may be reduced to an absolute limit of e' when larger values of M would reduce H
(in Sec. C -C) to 3i-6" or less.
5 - T shall be 6„ for volua of H up to and Including 8. T shall be Id' for values of H over lit.
6 -STEPS shall be 31/4' round galvanized steel and anchored not less than 6" In the walls of structureA and shall project
a min. of 4 inches kin point of o"ment. Unless otherwise shown, steps shall be placed 1t-4 on center. The
lowest step shall not be more than 2 above the ledge at the side of monbole floor.
7. -REINFORCING STEEL shall be # 4 bars , deformed, straight bars I 1/2" clear from fate
of concrete.
! -STATIONS of manholes shown on improvement plan apply of center line of shaft.
9. -FLOOR of manhole shall be steel -troweled.
IQ -RINGS, reducer,•and pipe for access shaft shall be seated in 112 mortar and neatly
pointed or wiped inside shaft.
11. -LEDGE shall be sloped at a per foot.
JUNCTION STRUCTURE NO. l
EL //VE S. D. PL ANS
T 6
N.T. 5.
coivsr,�vcrioN NorEs
2O CONST. 24iPCP (D -GOAD A5 NOTEO�
I 1 CON.SZ GfITCH 0A5/1V L = 5' PER 5flEE7- 3
O CON5T. ✓UA/C'T/ON STRLICTZJRE NO. I PER T9/5 SNEET
Q7 REMOIiE EX/5T/1V6 PLUG
j&
Inch rings a1.o11 be nomforced with two
Manhole fr4r»e P round steel hoops; b inch dnd 8 inch rings
I cover, Vlgn 2-0 AW 472 shall las reinforced with four hoops, flied i`"
`r - ( with No. 14 A.S.& W. gouge wire g 1-_-'
i d Note F ` inches on centers.
omit under Note 3} �-=. _----------. :.:
��'' •zit ^• When Possible use \ i e. : ,f• ,}•, f �, --- .�..
t.. V See It, ane ion :•_�:; r 4 - 21z+ rings or z
. �+
G i11e for jo,n dotaila ,�!. a VI lent Ir l ICA
el
• '.�,' t (� Max. •b 4t 1 '}
# Z tic bars, 4re4d. -.:-- Inside nigm
.:.t. �� .r # t4 .:... .• 24 inches
I - -1.. 2 c0113, 7re9'd. t - :. •,•, ;;.' , ...:,: --
jo
o A - ►�� CROSS SECTION dI a�
�; -{-� �' OF REINFORCED '
'�� •�' 4• CONCRETE RING
N -I- _ i. l _ �• -- - - - - - - - " _• �' _ . 1. (f/A a � � t �
--- �� -�-
;��� NOTES 1149
' I 2 -ALL JOINT, shall be filled with I-2 mor-
)air•b
cind neatly pointed or wiped >n inside
of -shaft. r
u
u 3 -COLLAR of 1-2 mortar around cover frame 10
3 6 3Peetol M_ H. R C P shall be omitted in rock and oil streets
and in paved street".
4- .`
4
4.. STEPS shall be t inch round galvaniz-
�� An4 340ndOrd p - pa end !i cd steel. Tu et shall 1x
P P P placed directly
5"x ,L., pipe 3eoi heredth the manhole cover frame.
Width of all .cepa shall be 1.4_inches be-
�5" tween ley centore. Except where shown
otherwise, spacing of steps in shaft
ahail l✓e 14 to 15'1 inches on center.
See Std. Dwg Z - D 96. LACFCO
6- ECCENTRIC MANHOLE shaft ,reducer, and
rings may be plain concrete.
VERTICAL SECTION' For unrpinforced sections• the minimum
OF REINFORCED CONCRETE thickrwss shall be Ginches The concrete
ECCENTRIC MANHOLE SHAFT used 3holl be of such strength so as to
develop 5500 p.s.i- or 9roate- in 28 days.
MUTES "CUNTINUEU'
8. The surfaces of cones and shafts shall be smooth and really 7
finished. Cones or shafts with imperfect molding yr honeycomb
surfaces will not be accepted
.-Manhole fro" and
cover, Std. Plan 2 DW 472 1-AC_FC D
. I-2 Mortor
Aipi
'
Std Concrete Rings, 3 6"orlil." in
Thickn e s s .
24" Diam. '
#4 wire hoops
VERTICAL SECTION
OF PLAIN CONCRETE
ECCENTRIC MANHOLE SHAFT
'orioble IeNth precosr
concrete sections
DETAIL - CONCRETE RINGS, REDUCER AND PIPE FOR MANHOLE SHAFT
N.T. 5.
TDP OF
'0E191P/NG "B"
ICA CKF/GL
�L
-� - BEDGViVG "t3"
r-- % ,944 WIN.
E-rC.4V•4;r101V 7V
7''f//5 L11V,6r
PES "1 T TED
v v ON I
t1EDD/NG "A "'
BEDD/NG k1,472., B%'LOW BOT702 0 OF P/PF
-69,44L. BE l2 "D"FOR F1,PG5 39''
GENERAL NOTES;
LARGER /N,01,4 4NP 4`,PUR P/PE5 Z,
39"0/A. ND C45H51-1AGL /T BE
1, KWINO tA1 SHALL BE COMPOSED Of SAND N0. 3OR NO. auStEo
_THAN
LE55 T1 -1.41V / "BELOW ANY BELL OR COLLA A?
ROCK OR GRAVEL, OR OTHER GRANULAR MATERIAL AS FAY BE
SPECIFIED OR OTHERWISE APPROVED BY THE ENGINEER. THE MAXIMUM
NOTEt
SIZE ROC( OR GRAVEL SHALL BE N0. 3 FOR PIPE 270 IN DIAMETER
'
AND LARGER, AM NO. 4 FOR PIPE SMALLER THAN 27- IN DIAMETER.
SCREED SEWING rA1 TO fit Ql1RVAfURE SM Of
BEDOINO 081 SHALL BE COMPOSED OF $AND OR OTiI'ER GRANULAR
PIPE, TYPE Of SCREED AND IHE MMETHOD IOf USf T0,011
MATERIAL AS MAY BE SPECIFIED OR OTHERWISE APPROVED BY THE
APPROVED BY THE ENGINEER.,
ENGINEER AND SHALL BE COMPLETED PRIOR TO PLACING BALANCE Of
BACKFILL,
2. CASE[ BEDDING AND BACKFILL AROUND PIPE (LOAD FACTOR 1.8►
A. "W- AT SPRINGING LINE SHALL NOT BE LESS THAN THE
FOLLOWINOt 6" FOR PIPE 600 OR LESS IN DIAMETER, 100 FOR
PIPE 63- TO 1080 INCLUSIVE IN DIAMETER AND 120 FOR PIPE
LARGER THAN 1080 IN DIAMETER, THESE DIMENSIONS WY i
INCLUDE THE THICKNESS Of ANY SHEETING,
B. WIIEAE COVER IS 101 OR LESS, "W" MEASt*10 AT THE TOP Of
PIPE MAY BE ANY DIMENSION GREATER THAI THE ABOVE
SPECIFIED MINIMUM, UNLESS OTHERWISE SPECIFIED ON THF
PROJECT DRAWINGS,
C. WHERE COVER IS GREATER THAN 101 "W" IEASURED AT THE TOP
OF THE PIPE SHALL NOt BE GREATER THAN 100 FOR PIPE 108 -
IN DIAMETER OR LESS, OR 12" FOR PIPE OVER 108" IN
DIAMETER UNLESS THE CONTRACTOR AT HIS OMI EXPEN$l
PROVIDES CASE 1 BEDDING OR STRONGER PIPE, THESE
DIMENSIONS INCLUDE THE THICKNESS Of ANY SHEETINQt ;
DETAIL. R. C. R BEDDING
N.T.'5.
s��caR� DRAWING
.� The information on this drawing is obtained from others anew
OQ SI must he verifiod in the ficlrl h`l 7oyc)nP prior to i1se or
. �c Constri►nt�on.fALt. E=QI7Ft,AAl�l, INIC. IS riot responsible for
underground undfacilitylocitloncnrfil'x�Tctiens.>�ll�abc���egroullc�
' facilities c win lip readily seen and verified by the parties that
EXP•
,sJq CIV11t.
rt OF M" CITY OF FONTANA, CALIFORNIA
�oFEss,�
sae ENG�PS. pATE C17�' o,�TF PUBLIC WORKS DEPARTMENT
REVISIONS', APPPov�� �PP�o�A� DRAWN Y - ;� _ SCALE
> ADDEv As gzllz RECORD low. /IYF��PrYIATI 9-25 9D $sc � � s STORM DRAIN PLANS ,r - r
• HORIZ. • 1 -- 40
NU• 26229 r''7 3170 REDHILL AVE. COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 DESIGNED 8VERT.: I"= 41
ce,ARCATA STREET"
Exp. 3/31/9`4 _ -- • 3 DATE
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING =
CHECKEDeY TRACT 12996 1,
g
PREPARED UNDER THE SUPERVISION OF: Cf� 6 43
� .0 JOB N0. �, , DR. NO. SHT. NO.
S 2- 88
3 e.10 APPROVED
JOHNC HOGAN 26229 DATE CITY ENGINEER R.C.E. 18932 ��.35 2 OF .4
_ R.C.E.