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94 6cneml AWc6: 4. A permit shall be obtained from the City of Rancho Cucamonga Engineer-
ior to any encroac ion within City of
1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga easement or right-of-way.
tandards Svecifications for Public S. All grade stakes shall be set by th
Works Construction - current edition. Contractor small be familiar stakes shall be set at all hinge points, edge of pavement points
with and snail be responsible for adherance to these Standards 'and within 0.01 foot of sub-grade elevation and at not more than 50 foot
40 Specifications. intervals. Additi
2. All pipelines or substructures of any kind. telephone or power poles.
s. fire hydrants, etc. shown or not shown on these 5. All sewer, water, electric,,ga
AIL_ I plans within the right-or-way limits or in adjacent areas where mains, or crossings shall constructed prior to paving.
s to be done shall be removed, relocated or protected
in place as required at no cost to the City of Rancho Cucamonga.
pact nd and all sub-grades shall be performed at no
3. Any contractor performing work on this project shall familiarize him- cost to the City of Rancho Cucamonga. A written report with these
self with the site and shall be solely responsible for any damage to
existing facilities resulting directly or indirectly from his opera- prior to the placement of base materia
not such facilitie plans. 8. At the compl etion of paving. a materials report shall be submitted to
Listing all tests or determinations completed to
verify stability oil content and gra
a materials report shall be
y Engineer. Listing &I I tests or determinations
HellIM217 A Yenu
base.
10. Paving shall be performed in accordance with R-Value and Pavement tests
ructural sections (prior to final plan approval).
ts are to be placed on native soil whichconsists ofa
rocky material, the sub-grade shall be prepared by removingall rocks
47jm_44. A�eel which protrude above the sub-grade and all voids or depressions shall
C/, V be filled witha fi ne grade material of a quali ty better than the native
material.
oncrete is to be placed on sub-grade, a soils sterilant
N 21+ pop
r_ V- ppl ied at the manufacturer's recommended rate for the full pavement
!
13. Estimate of qu only for the con
his own deter-
mination of construction quanitities before submitting a bid. Any
item of work required by these plans fically listed
ted at each intersection.
is. City approval of plans does not reli from responsibility
Upon request-the required plan revisions shall be promptly7submitted to
-R the Ci ty Engineer for approval.
xterior streets shall be in a neat, clean. hazard free,
orderly state. throughout construction. Si te shall be cleaned upon
request of the inspector.
1A lity Companies as roquiredftWork;nyA"ov;wieexcavation.
liz 7 A.?N. 10,61
N
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
ven
3 �)_ ewal k per Std. 310.
IE415� 9"We
5 (�)__ Overlay.
ARN.
7
(D-*_
DATE I
,70/ R.C.E WkAZ
C-2
ENOINEER Exp.Date$-At&/aft
7
No. 20300 DESIGN, LINVILLE
CIVI ENGINEERS Recom mends d 1
/AW,r n LAND SURVEYORS INC.
I . 126.5 L.F. 8" cu UP DATE 2-90-09
Irk. C11/11-h K.N.L.
Havel commefco center
2. 1 ,231 S.F. (31 t 9035 HItv Avtmo* Suite 100
Construction contractor agrees that in accordance with generally accepted construction fp
practices,construction contractor will be required to assume sole and complete responsibility for 3 Civil. DRAWN RancP Cucamonla. CA 91730 SHEET
(714) 909-3922
job site conditions during the course of construction of the project,including safety of all persons Comomia Cound 4 0 A G.A.Ce
and property; that this requirement shall be made to apply continuously and not be limited to 5. 1,591 S.F. (10 tons) A.C. overlay OF
normal working hours,and construction contractor further agrees to defend,indemnify and hold ofGAEnginew 6. 1,30- SF col d pl ane CHECKED, DRAWING NO.
&tandSurvqjwi 7 Yoic eL gez 4
design professional harmless from any and all liability, real or alleged, in connection with the A70 ii�zn Kenneth N.Linville R.C.E.20300 Date
performance of work on this project,excepting liability arising from the sole negligence of design T 8. 63.8L.F. B" A.C. berm VS-0/89 /O�professional. Dclte�_ no.109AM=
RIVERSIDE BLUEPRINT RIVERSIDE. CALIF.