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CONSTRUCTION NOTES
1. Const. 2" A.C. over compacted native soil.
2. Const. 6" P.C.C. Curb and Gutter per Std, 101.
3. Const. 4' P.C.C. Sidewalk per Std. 105A.
4. Const. Ramped Return per Std. 104A.
5. Const..P.C.C. Cross Gutter per Std. 104.
6* JnS4111� 2'X 4 "�feawl ood 'Illea��r'
7 . Const.,
Construction contractor agrees that in accordance with generally accepted construction `!
Practices, construction contractor will be required to assume sole and complete responsibility for
job site conditions during the course of construction of the project, including safety of all persons Colifornic, Council
fi and property; that this requirement shall be made to apply continuously and not be limited to
normal workinghours, and'construction contractor further -a ree-s to defend, indemnify and hold of Civil Engineer!
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design professional harmless from -any and all liability, real or alleged, in connection with the ALandSufVe9o(/
performance of work"on this project, excepting liability arising from the sole negligence of design
professional.
ESTIMATE OF QUANTITIES
-:-1?Oe4_
L. F.
2.--2" A.C. Pavement
Q R 3 201.00'
3
R=
38.00'
Z '400
4:—P.C.C. Sidewalk (W 4')
IS =
2530 4V-24"
.N
964
L=168.29
A
l� 6j' �QB,r/yVoOD�%a�%f —
.'
¢
3
2 l
O R 62.00'
(D
R =
20.00'
CONSTRUCTION NOTES
1. Const. 2" A.C. over compacted native soil.
2. Const. 6" P.C.C. Curb and Gutter per Std, 101.
3. Const. 4' P.C.C. Sidewalk per Std. 105A.
4. Const. Ramped Return per Std. 104A.
5. Const..P.C.C. Cross Gutter per Std. 104.
6* JnS4111� 2'X 4 "�feawl ood 'Illea��r'
7 . Const.,
Construction contractor agrees that in accordance with generally accepted construction `!
Practices, construction contractor will be required to assume sole and complete responsibility for
job site conditions during the course of construction of the project, including safety of all persons Colifornic, Council
fi and property; that this requirement shall be made to apply continuously and not be limited to
normal workinghours, and'construction contractor further -a ree-s to defend, indemnify and hold of Civil Engineer!
g y
design professional harmless from -any and all liability, real or alleged, in connection with the ALandSufVe9o(/
performance of work"on this project, excepting liability arising from the sole negligence of design
professional.
ESTIMATE OF QUANTITIES
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.See �P jh/ lh/ ghee
CURB CURVE DATA
-:-1?Oe4_
L. F.
2.--2" A.C. Pavement
Q R 3 201.00'
3
R=
38.00'
Z '400
4:—P.C.C. Sidewalk (W 4')
IS =
2530 4V-24"
.N
964
L=168.29
A
l� 6j' �QB,r/yVoOD�%a�%f —
.moi
L . F ,
7 ...:..
O R 62.00'
(D
R =
20.00'
Q = 366 52' 12"
za -
90° 0? <
L 39.90'
-L
31.43'
T 20.67' :
T -
20.02'.
Base G�i�e
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.See �P jh/ lh/ ghee
CURB CURVE DATA
-:-1?Oe4_
L. F.
2.--2" A.C. Pavement
Q R 3 201.00'
3
R=
38.00'
Z '400
4:—P.C.C. Sidewalk (W 4')
IS =
2530 4V-24"
Ltz31,46
964
L=168.29
A
l� 6j' �QB,r/yVoOD�%a�%f —
T _ 2o,W,
L . F ,
7 ...:..
O R 62.00'
(D
R =
20.00'
Q = 366 52' 12"
za -
90° 0? <
L 39.90'
-L
31.43'
T 20.67' :
T -
20.02'.
wee Le
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197
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1.— 6" P.C.C. Curb
-:-1?Oe4_
L. F.
2.--2" A.C. Pavement
22,513.5
S.F. (281.5 Tons)
3.---P.C.C. Ramped Returns
750
S.F,
4:—P.C.C. Sidewalk (W 4')
19,0-57
L.F.
5.--- P.C.C. Cross Gutter
964
S.F.
A
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:30 _ _
L . F ,
7 ...:..
Cu�rrtir� y .5,�r�ef
�a o .sca► e
l_ /cad ,��Cf/ort
1/14ra5 Road
/70 o Seale- 1
Williams '
a
Road
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GENERAL MOTES -
1, All work shall be done in accordance with these plans and the City of Fontana
Public Works Department Standard Specifications dated 1975, ,
Base G�i�e
2. .Construction permits shall be obtained from Fontana Public Works Department
—
s
- prior to the start of any work.
3. Manhole frames and covers shall be constructed 6"below finished pavement grade
by'the sewer contractor and shall be raised to grade at the completion of the
paving by the paving contractor. ;
46 Water valve covers shall be to by the contractor.
raised grade paving
5. Adequate stakes shall be set by the engineer to enable the contractor to
construct the work to the plan grades.
6. As -built plans shall berovided to the City by the contractor,
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7. The contractor shall contact all, serving utility companies for locations of
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existing underground lines that may exist which are not shown on these pl a,ns
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before the start of work,
-any
.give.
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