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EXiS�j .^5'oTw 2
Tr. No, /0Ax7
17 r-rT\T- PAT -NTnT7c .
✓�'C4�� fir=�
PE
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0
.ew;eL live
Contractor agrees that he shall assume sole and complete responsibility for job
site conditions during the course of construction of this Project, including safety of all , •.t,, ,
Persons and property; that this requirement shall apply continuously and not be lim-
=; �- 4� •
ited to normal Nvorking hours; and that the Contractor shall defend, indemnify and ,w K vlawry m.4p
hold the O%vner and the Engineer harmless from any and all liability, real or alleged,
in connection with the performance of Nvork on this Project, excepting for liability �--r NaT Tt7 smLe
.arising froin the sole negligence of the O%vner or the Engineer.
,.�-- �•---'�.,,�--tirade to d/"arr7
�.C. Ta ppo
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- 6" Curb 8 18" Gutter
2.
i
L.F.
- 8" Curb 8 18" Gutter
j
_2
&AIME
AVE
- 6" to 10" Curb 8 18" Gutter
,pAYMONd
5,674.0
S.F.
v
MIL LER
Contractor agrees that he shall assume sole and complete responsibility for job
site conditions during the course of construction of this Project, including safety of all , •.t,, ,
Persons and property; that this requirement shall apply continuously and not be lim-
=; �- 4� •
ited to normal Nvorking hours; and that the Contractor shall defend, indemnify and ,w K vlawry m.4p
hold the O%vner and the Engineer harmless from any and all liability, real or alleged,
in connection with the performance of Nvork on this Project, excepting for liability �--r NaT Tt7 smLe
.arising froin the sole negligence of the O%vner or the Engineer.
,.�-- �•---'�.,,�--tirade to d/"arr7
�.C. Ta ppo
�G. profs/e
7.00'
O,t"I
Gur6
dace %,)'
M N
N n
6,c� ro /0 "G A I - I /0 "c. le I /a 2w Ta G "C,p
�rofi/e
Gurb Height T�o�s At disc. Sfr.
Nrs.
T iCa l g'ee lion ~Cypress Ave,
nv fo sca /e
Ad
1. All work shall be done in accordance with these plans and the City of
Fontana Public Works Department Standard Specifications dated 1975.
2. Construction permits shall be obtained from Fontana Public Works Depart-
ment 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 com-
pletion of the paving by the Paving Contractor,
4. Water valve covers shall be raised to grade by the Paving Contractor.
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 be provided to the City by the Contractor.
7. The Contractor shall contact all serving utility companies for locations
of existing underground lines that may exist which are not shown on these
plans before the stavt of any work.
CONSTRUCTION MOTES:
1. Construct 2" A.C. Pavement over compacted native soil.
2. Construct 6" P.C.C. Curb 8 Gutter per Std. No. 101,
3, Construct 4" P.C.C. Sidewalk.
4, Construct Ramped Curb Return per Std. No. 104-A.
5. Street barricade to be removed and salvaged for City.
6. Construct P.C.C. Cross Gutter per Std. No. 104.
7. Construct 5' A.C. Feather to existing.
8. Saw -cut to neat, clean edge.
9 Remove interfering trees.
0 Construct 22" A.C. Pavement over compacted native soil.
1 Construct 8" P.C.C. Curb 8 Gutter per Std. No. 101.
ESTIMATE OF QUANTITIES:
r
IK
v
L.F.
- 6" Curb 8 18" Gutter
2.
Nk \ TG. �ofilc
L.F.
- 8" Curb 8 18" Gutter
�G. profs/e
7.00'
O,t"I
Gur6
dace %,)'
M N
N n
6,c� ro /0 "G A I - I /0 "c. le I /a 2w Ta G "C,p
�rofi/e
Gurb Height T�o�s At disc. Sfr.
Nrs.
T iCa l g'ee lion ~Cypress Ave,
nv fo sca /e
Ad
1. All work shall be done in accordance with these plans and the City of
Fontana Public Works Department Standard Specifications dated 1975.
2. Construction permits shall be obtained from Fontana Public Works Depart-
ment 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 com-
pletion of the paving by the Paving Contractor,
4. Water valve covers shall be raised to grade by the Paving Contractor.
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 be provided to the City by the Contractor.
7. The Contractor shall contact all serving utility companies for locations
of existing underground lines that may exist which are not shown on these
plans before the stavt of any work.
CONSTRUCTION MOTES:
1. Construct 2" A.C. Pavement over compacted native soil.
2. Construct 6" P.C.C. Curb 8 Gutter per Std. No. 101,
3, Construct 4" P.C.C. Sidewalk.
4, Construct Ramped Curb Return per Std. No. 104-A.
5. Street barricade to be removed and salvaged for City.
6. Construct P.C.C. Cross Gutter per Std. No. 104.
7. Construct 5' A.C. Feather to existing.
8. Saw -cut to neat, clean edge.
9 Remove interfering trees.
0 Construct 22" A.C. Pavement over compacted native soil.
1 Construct 8" P.C.C. Curb 8 Gutter per Std. No. 101.
ESTIMATE OF QUANTITIES:
r
1.
15317.1
L.F.
- 6" Curb 8 18" Gutter
2.
254.0
L.F.
- 8" Curb 8 18" Gutter
3.
34,5
L.F.
- 6" to 10" Curb 8 18" Gutter
4.
5,674.0
S.F.
- P.C.C. Sidewalk
5.
35910.0
S.F.
- Drive App,( 20 @ W = 16) Inc. SW
6.
k7.
514.0
S.F.
- X -Gutter 8 Spandrel (Inc. curb)
200.0
L.F.
- Wain;ng Wd//
8.
6,188.0
S.F,
- (29 Tons) - 3/4" A,C. Overlay
9.
253360.0
S.F.
- (317 Tons) - 2" A.C. Pavement
10.
15798.0
S.F.
- (28 Tons) - 2 2" A.C. Pavement
11.
L.S.
- Miscellaneous Removals
12.
110.0
L.F.
- 18" R.C.P. 2500 D (CL. IV )
13.
1.0
E.A.
- Curb inlet Str.
14.
1.0
E.A.
- Junct. Str,
15.
1.0
E.A.
- Disc, Str.
I G.
2.0
C. A . _ FLeMBLe POST ®
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Belairi Wall
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9
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Mark
Revision
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496Y/e /e No. 03 -024 NMI 111 WIN Cif
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