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Curb Curve
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O'e= 22.25
T= /2.93
05e=:o'00
G =12.97'
T 6.68
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Q = 90 OQ o0
L=31.�2'
T= Za•oo'
VO. O. P.C.0. Driveway 76,5 S. F.
11. 2Y" A.C. Pavement 6289L S.F. (108 Tons)
19. Curb Inlet 4 Ea. gela
13. .Junction Structure 1 Ea.
14. 0.30' A.C. Outlet Apron /-60 S.F. (3 Tons)
16. 12" R.C.P. (1350-D) 37 L.F.
16. 1511 R.C.P. (1350-D) 203 L.F.
Jl'GA/E• / =¢D o �. 17. 18 R.C.P. (1350-D) 41 L.F.
'' w 18. 24" R.C.P. (1350--D) 245.1 L.F.
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m h N N►��'�N CONSTRUCTION
ONSTRUCTION NOTES gym2,'�; :
Construct 2 A.C. Pavement over compacted native soil.
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` : �oo�a.a�' •� 2. Construct 6" P.C.C. Curb & Gutter per Std. No. 101.
�• o 3 . Construct 4' P.C.C. lyleonaleriny 5i,1ew0711' per Z070o sca1oi�`lW7. o°
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Construct. Ramp ed Curb Return per Std. No. 104-A.
Construct 6" A.C: ��'' •�,,V` �`�'
82 ,dere 6. Construct 4 P.C.C. Sidewalk. •�, _
:'.•� 4 .� 17. Construct 3" Pavement Curb
A.C. Pement over compacted native soil �� -- v
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�'� ��•oZ ��� P.C.C. Curb &Gutter pe Std No 1O1o' •'C�.So-v� 2 ( ' �� h
¢8.ro 2, =• I Leo 5 Construct E0" P. p 1! �'•� 2 % ' 4� �,., �,
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Construction contractor agrees that in accordance with generally accepted construction2 /� 6
s: 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
CaliFornic Council. j
and property; that this requirement shall be made to apply continuously and not be limited to TVG7lCGteGT/DI?
normal working hours, and i onstruction contractor further agrees to defend, indemnify and hold of Civil Engineer/
design professional harmless from any and all liability, real or alleged, in connection with the A land Sumeyorl 1701' f0 �Ga/e
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performance of work on this project, excepting liability arising'from the sole negligence of design
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Lle Cree�C, GC
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' professional.
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N i� 9 . Construct P . C . C . Cross Gutter per Std . Ido . 104 , d ,�� o 25
. 20 20
2a' 11 . Construct A.C. Overlay. t`'� " m •�0b.
2/ 12 • Saw -cut to clean straight edge.
j 13. Construct driveway entrance per Std. No. 102-C
h�7"his .S�ieef - w = 36' , T = 6" , Radius = 15' . CSL NOTES
1 ,9 ,1. All wor c�shall be cone in accordance with these plans and the City of
Ironwov�/ ,brr�e 14 eon5fruc/ Z' /2 " A C f aY&tref�/ ,Iyer c,,,z l�,� C. ,�- � t7rar; le
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Fontana Public Works Department Standard Specifications dated. 1.975,
2. Construction permits shall be obtained frcm Fontana Public Works Department
.. , prior to the start of any work.
3. Manhole frames and covers shall be constructed 6" below finished
17 .5 W fit%, A pavement grade by the Sewer Contractor and shall, be raised to grade at
Curb lave" y' S'�a! Al,. /O/ the canpletion of the paving by the Paving Contractor.
4. Water valve covers shall be raised to b the Paving Contractor..
5. Adequate stakes shall, be set by the Engineer to enable the Contractor
,3F'keW4/V to construct the work to the, plan grades . ' . .
6" G'urh e'er . W. /o• / QLD _---_-__-.-----_----_ --�--- -- -___-- 6. As built plans shall be provided to the City by the Contractor.
7. Zoe .Contractor shall contact all serving Utility Companys for locations of
existing underground lines that may exist which are not shown on these plans
before the start of any work.
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