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GENERAL NOTES:
�1 1. All work shall be done in accordance with this plan and the Standards
- Full Weld e and Specifications of the County of San Bernardino.
A 1 �15bar 2. All pipe lines or substructures of any kind shown or not shown on this
-'-- plan within the limits of this development or in adjacent areas where
JMonolithic improvement work is to be done shall be removed or relocated as required
Gutter 3"leg at 90' at no expense to the San Bernardino County Transportation Department.
10' It will be the owner's responsibility to notify all agencies concerned.
2 t/2"x2"x 114"xa'.o' 3. A permit will be required from the San Bernardino County Transportation
GalviniredSteel Angle Department prior to any encroachment or construction within the Trans-
& v N) i, '� y, l4. 0 I --Curb Lim ANCHOR DETAIL ortation De artment Easements or Right -of -Way.
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v,l°'V PIAN EXPJOINT (TYP) 4. Adequate stakes shall be set by the Engineer to enable the Contractor
i i �'`�, `� �''� to construct the work to the plan grades.
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a o k v \ h N a, a ^a N V I N N. .m ti B Elev. shown
See Anchor Dana 5. When asphalt concrete is placed on native soil which consists of a rocky
�� ,� y, v� �p��. i �<t N N .� 1., /313 C.C: on plans material, the subgrade shall be prepared by removing all rocks that pro -
`l Q N 1-s N 5 1� \ .1 2« Manhou frame and cover7
x���\ 227J3� :' Elw.shown l4�min.w 1306'C.C. trude above the subgrade and all voids or depressions shall be filled with
on plans N3 fit 3 C.C. tout 4� , ®~QIP a final graded material of a quality better than the native material.
,,:� +' ! ` Ra I a 'slo t-`�I ". , 6. All sewer, gas, and water mains and laterals shall be constructed to each
de -4 +, �� �LJ May be Open individual lot prior to paving.
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ti X02,1 \�' ti L �Y•-� al Channel "' `� 11'"ice- CI 1�Z 7. Compaction tests of embankment construction, trech backfill, compacting
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Bob 'Ilhwvaer ��'�^ ma L0.8 original round and all subgrades shall be performed at no cost to San
_ '� For construction through 9 ground, 9
- - - - - Bernardino Count A written report with these compaction tests shall
—� 5 bas = � - ` � � existing curb, romove curb E Y • p p
m 3 ¢ 3•x 3" Construction Joint �' 3 !� 6' C.C. SECTION A—A utter between neoraat wwkMNd b e submitted t o the Contracts Administration Division of the County
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--�--- Transportation Department for approval; prior to placement of base mat-
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�,° eriais and/or surfacing.
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8. At the completion of paving, a materials report shall be submitted to
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ALHAMBRA, A-12668 OR EOIJIV.
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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 Colifornio Council
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 of Civil Engineers
design professional harmless from any and all liability, real or alleged, in connection with the & Land Survego(i
performance of work on this project, excepting liability arising from the sole negligence of design
professional.
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SECTION B -B
I. Concrete Sha ba c ass
2. D=inside diameter M pope or depth of channel.
Section to be sloped laterally with top conforming to the
grades of the existing sidewalk and curb.
4. Manhole frame and cover may be deleted with open channel.
5. Trowel finish top surface and reproduce markings of existing sidewalk and curb.
6. Trowel finish floor of outlet.
the Contracts Engineer of the San Bernardino County Transportation De -
p a r t m e n t listing all tests of determinations completed to verity:
(a) R. Valve, sieve analysis and sand equivalent of aggregate base.
(b) Stability, oil content and sieve analysis of asphalt surface.
CONSTRUCTION NOTES:
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9. If asphalt concrete is to be placed directly on subgrade, a soil Steri-
lant registered by the E.P.A. for use under A.C. and P.C.C. shall be
uniformly applied at the manufacturer's recommended rate for the full
pavement width prior to paving.
0. Construct 3" A.C. Pavement over native compacted soil.
2�. Construct 8" Curb R Gutter per San Bernardino County
Road Department Standard Drawing No. 115.
0. Sawcut to straight edge and remove A.C. Pavement.
aO° A.C. Feather (3" Min.)
O6ons7l. 41 5ldewa/k Iver 5.p.G./2.D. sfd.awy. yV• 109-A
Gons1 51:alewaik drain aper Velai/ hereon, d -3/v"� DveI7 G�iahne%
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Not to .saa/ri
COUNTY OF SAN BERNARDINO
-Tlart-T I AAPPrM/t-AA r:klT PLANS
ROAD DEPARTMENT
f'/O/ 110* /4.5-10 4 I HL
DESIGNED R" I DPAWN BY CHM(ED BY APCSROVED BY
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[FILE NO.
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RECOMMEN- ASST. COUNTY ENGR.-ROADS `ATR
o S frarn.5fa. /7f 75.34 fo 5/a. ?& .37
DATE ASST. ROAD COMMISS,ONER-E GR DATE COUNTY ENGINEER ur it
Sasf of Cherry eve. 6srtt•
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