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§TREET PLANT GENERAL NOTES
L All work shall be done in accordance, with these plans and the City of Fontana
Public Works Department Standard Specifications dated 1975.
E
2. Construction permits shall be obtained from the Fontana Public Wrks Depart-
ment prior to the start of any work, within the City Limits.
3. Manhole frames and cowers shall be constructed within 6" of finished pavement
grade by the sewer contractor and shall be raised to grade at the completion of
the paving by the Paving Contractor.
4. Adequate stakes shall be set by the Engineer to enable the Contractor to construct
the work to the pian grades. '
S. All pipelines or substructures of any kind and all telephone or,powerpoles,
watermeters, valves, hydrants, irrigation structures, etc. a hown or not shown
on this pian and located within areas to be improve4 and interfering with con-
struction, shall be relocated by others; it shall- be the Contractors responsibility
to notify all agencies concerned before construction begins; -
3. Water valve covers shall be raised to grade by the Paving Contractor.
9TIMATZ O!` 9UA1gT1. "1ESI
10
1, i6J.0 Its.
S" curb and gutter
201
2.463.0 1%. A.,
ll" ca rb and gutter
31
136.0 ltn. a.
6" to S" variable! curb (at eut'b returns) r
4.
16, 235.0 sq. alter
etdewatlat (tnelude sNewalk ped. ramp)
i,
6.904:0ql�.
driveway roaches (excludt hg etdew►al'kj
s,
77,132, 0 sq, !t. (1097 toft)
asphalt concrete pavement
7,
1, 500.0 sq, !E,
cross gutter
s.
89635.0 i1, !t, (54 tevv),
aar, asphalt concrete pavement overlay
•.
17, 247.0 sq, ft.
removing A. C. pavement
10.
a each
ratee manfirole covers to grade
11.
1 each
raise terminal clean out cover to grade
13.
Y•. a.
earthwork within rtght of way
13.
.43.46'
49-99'
`
inlet structure
• 14.
2 each
dtecharge structures
15.
'236 Hn. &
concrete boK
19.-
_ i eacl! _ _ _ ...__. _ r
.. jnncttan -strwtu
S3.33
g
S?. 26' c=2244
�- 70•
E 3
X41
40
341r.3g 38
W
CUR VE
DATA
,.
Its}—
Const.
2 A. C.
Pavement over
compact
native soil.
NO.
A
R
L
T
2�--
Const.
6�� Curb
and 18 Gutter
per City of
Fontana std. dwg. 101.
\3 —Const
4" thick
Sidewalk 4' w
ids.
A
d�•'.�
to-
.����'
/�.�.� '
t'4 --Const.
Cross Gutter per City
of Fontana
std. dwg. 104.
Q5 ►—
Const.
Ramped
Curb Return
per City of
Fontana std. dwg. 104-A.
-
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F
90-wee,ew
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ge.
§TREET PLANT GENERAL NOTES
L All work shall be done in accordance, with these plans and the City of Fontana
Public Works Department Standard Specifications dated 1975.
E
2. Construction permits shall be obtained from the Fontana Public Wrks Depart-
ment prior to the start of any work, within the City Limits.
3. Manhole frames and cowers shall be constructed within 6" of finished pavement
grade by the sewer contractor and shall be raised to grade at the completion of
the paving by the Paving Contractor.
4. Adequate stakes shall be set by the Engineer to enable the Contractor to construct
the work to the pian grades. '
S. All pipelines or substructures of any kind and all telephone or,powerpoles,
watermeters, valves, hydrants, irrigation structures, etc. a hown or not shown
on this pian and located within areas to be improve4 and interfering with con-
struction, shall be relocated by others; it shall- be the Contractors responsibility
to notify all agencies concerned before construction begins; -
3. Water valve covers shall be raised to grade by the Paving Contractor.
Iv -
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�
dta " ' OAS' es e
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---------------
TYPICAL SECTION W
MALAGA AVENUEMONA
/NOCX MN.�
._421:18 •ter fo,�i�r.�
ILZ-GEY�9T/�/ /3�2 37'•
■
9TIMATZ O!` 9UA1gT1. "1ESI
10
1, i6J.0 Its.
S" curb and gutter
201
2.463.0 1%. A.,
ll" ca rb and gutter
31
136.0 ltn. a.
6" to S" variable! curb (at eut'b returns) r
4.
16, 235.0 sq. alter
etdewatlat (tnelude sNewalk ped. ramp)
i,
6.904:0ql�.
driveway roaches (excludt hg etdew►al'kj
s,
77,132, 0 sq, !t. (1097 toft)
asphalt concrete pavement
7,
1, 500.0 sq, !E,
cross gutter
s.
89635.0 i1, !t, (54 tevv),
aar, asphalt concrete pavement overlay
•.
17, 247.0 sq, ft.
removing A. C. pavement
10.
a each
ratee manfirole covers to grade
11.
1 each
raise terminal clean out cover to grade
13.
Y•. a.
earthwork within rtght of way
13.
1 each
inlet structure
• 14.
2 each
dtecharge structures
15.
'236 Hn. &
concrete boK
19.-
_ i eacl! _ _ _ ...__. _ r
.. jnncttan -strwtu
Iv -
�� �o , '000W.0 .�s -
�
dta " ' OAS' es e
q
---------------
TYPICAL SECTION W
MALAGA AVENUEMONA
/NOCX MN.�
._421:18 •ter fo,�i�r.�
ILZ-GEY�9T/�/ /3�2 37'•
■