HomeMy WebLinkAbout1294-1L/Z/r� f a 7L_v�lk5e-clloli - A111,6r7a
a �j�Q . .J7 -Z9.810 � 5j�a . ¢7��✓�' . Flo
' Construction contractor agrees that in accordance with generally accepted^ construction
practices, construction contractor will be required to assume sole and complete responsibility for
t, fob site conditions during the course of construction of the project, including safety of all persons Calif is COUnCII
r4 and property; that this requirement shall be made to apply continuously and not be limited to
normal working hours, and construction contractor further agrees to defend, indemnify and hold 0f Civil Engin¢¢rl
de'si n` rofessional harmless from an and all liability, real or alleged, in connection with the g p Y Y g & kincJ SUtV¢yOtl ;
performance of work on this project, excepting liability arising from the sole negligence of design
professional.
CONSTRUCTION NOTES
r-.
Construct 2" A.C. Pavement over compacted native soil.
2. Construct 6" P.C.C. Curb & Gutter per Std. No. 101.
Construct 6" A.C. Berm.
4, Construct 4.5' P.C.C. Sidewalk.-
-Construct P.C.C. Cross Gutter per Std. No. 104.
(aConstruct A.C. Overlay.
-11- -,Saw-cut to cl ea6 straight edge.
r
-8. � R, Goons/. Nhee/ Chair -,4. i
Cohs�' Dis char
.rd-xir�, es as =W.r;.
/0. Consf i8",SCP �2oav-v�
--�40n3l ,Cvrb ir7/e / _51,66tre pY %i ,focal a'ea ss�on Per AY /Z/
_ !N= /(o > Curb `�eee 4f Ca�tt✓r� - B ,
12 . G'�rrs/. Barr�cgde mer s �o! //8
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ESTIMATE OF QUANTITIES
1. 2" A.C. Pavement 53,647 S.F. (671 Tons) 9. Disc�iar9e S�rvc�ure
2. 6" P.C.C. Curb & Gutter 2,53✓./ L.F. /D. /B",�C.f?('2do0 ,P)
3. 6" A C . Berm 226.7 L.F. J/. C'vrb ir7/eI 51,1-41411vra 61V_16)N11J,4 Lvca%Q�DO-e -;$ on
4. 4.5' P.C.C. Sidewalk 129229 S.F. le. ,11'74
5. P.C.C. Cross Gutter & Spandrel 19$66 S.F.
6. 3/4" A.C. Overlay 4,952 S.F. (23 Tons)
'7. 6" P.C.C. Curb Only 113.4 L.F.
S. Ramped Curb )eebrn 1 79 2 _6J:' N
euro Curve A Aa
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1 All be done in accordance with these plans and the City of
Fontana Public Works Department Standard Specifications dated 1975.
2. Construction pezmits shall be obtained frau Fontana Public Works Department
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 canpletion 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 Campanys for locations of
existing underground lines that may exist which are not shown on these plans
before the start of any work.
ty o fC• o � h a a ��or �a
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Te%/phoNe9�a-39drawn Hca
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Mor
z 4d
Trac N -I
.�U/larla kelve,,y
L 1/e Creek eovrf ba �
Warcorjia Covrf 12 / 03 /?4-
e�r�e • /hyo e Ar. 0, 45.20 Na• �J�e
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L/Z/r� f a 7L_v�lk5e-clloli - A111,6r7a
a �j�Q . .J7 -Z9.810 � 5j�a . ¢7��✓�' . Flo
' Construction contractor agrees that in accordance with generally accepted^ construction
practices, construction contractor will be required to assume sole and complete responsibility for
t, fob site conditions during the course of construction of the project, including safety of all persons Calif is COUnCII
r4 and property; that this requirement shall be made to apply continuously and not be limited to
normal working hours, and construction contractor further agrees to defend, indemnify and hold 0f Civil Engin¢¢rl
de'si n` rofessional harmless from an and all liability, real or alleged, in connection with the g p Y Y g & kincJ SUtV¢yOtl ;
performance of work on this project, excepting liability arising from the sole negligence of design
professional.
CONSTRUCTION NOTES
r-.
Construct 2" A.C. Pavement over compacted native soil.
2. Construct 6" P.C.C. Curb & Gutter per Std. No. 101.
Construct 6" A.C. Berm.
4, Construct 4.5' P.C.C. Sidewalk.-
-Construct P.C.C. Cross Gutter per Std. No. 104.
(aConstruct A.C. Overlay.
-11- -,Saw-cut to cl ea6 straight edge.
r
-8. � R, Goons/. Nhee/ Chair -,4. i
Cohs�' Dis char
.rd-xir�, es as =W.r;.
/0. Consf i8",SCP �2oav-v�
--�40n3l ,Cvrb ir7/e / _51,66tre pY %i ,focal a'ea ss�on Per AY /Z/
_ !N= /(o > Curb `�eee 4f Ca�tt✓r� - B ,
12 . G'�rrs/. Barr�cgde mer s �o! //8
. V
/ 2 07r
S'
V
�%'
' � O
ESTIMATE OF QUANTITIES
1. 2" A.C. Pavement 53,647 S.F. (671 Tons) 9. Disc�iar9e S�rvc�ure
2. 6" P.C.C. Curb & Gutter 2,53✓./ L.F. /D. /B",�C.f?('2do0 ,P)
3. 6" A C . Berm 226.7 L.F. J/. C'vrb ir7/eI 51,1-41411vra 61V_16)N11J,4 Lvca%Q�DO-e -;$ on
4. 4.5' P.C.C. Sidewalk 129229 S.F. le. ,11'74
5. P.C.C. Cross Gutter & Spandrel 19$66 S.F.
6. 3/4" A.C. Overlay 4,952 S.F. (23 Tons)
'7. 6" P.C.C. Curb Only 113.4 L.F.
S. Ramped Curb )eebrn 1 79 2 _6J:' N
euro Curve A Aa
See �h e �Z o�'2 � o
- ,S4i7cl�ivr5 ,S�ree� V
�O \J^ 33°/9 09"
2 Z o
o h O i
o
't
41
e &eek
Z roti ti ` 83• Z,"
¢ o 1, s w
Z6 W. I;
• . 3 �h --�
4 "�
:
�•.Z N 10.(08'
1� y
/ �1 N ¢ �C'� 20.00 0 ��• Wit %Nit
904 4
`
24 .� m
e; � �2 l . A,�, rAl X U\f
I`V
r�
GOMM NaM
1 All be done in accordance with these plans and the City of
Fontana Public Works Department Standard Specifications dated 1975.
2. Construction pezmits shall be obtained frau Fontana Public Works Department
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 canpletion 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 Campanys for locations of
existing underground lines that may exist which are not shown on these plans
before the start of any work.
ty o fC• o � h a a ��or �a
_ n al nL�nvi//e C.E�L.5..Inc.�
9�3� �3a5e/rye �•'.Qad� 5vi� /%Q
/?ar�cho Cuca is-�oCQ/, orhia Public WorkosVepapfrneni
Te%/phoNe9�a-39drawn Hca
/e6reelp/ar7 pro';le
, ,
Mor
z 4d
Trac N -I
.�U/larla kelve,,y
L 1/e Creek eovrf ba �
Warcorjia Covrf 12 / 03 /?4-
e�r�e • /hyo e Ar. 0, 45.20 Na• �J�e
' *Pro
M"01'a 41W