HomeMy WebLinkAbout433 r
Prz L46
it,
�:J . ..... ..........
*4 �6
AU
Beehhfark *6 3
'Y4
%k tq
i 4 chiz. O'wal end W eub rel.
At W cor. 8eryl
lit ......
710
6 49 74 6
0-80, Z-M'Wit
040W
1440 W
)Pr-40.70
IMES
Vi ............
13 1. All work shall be done in accordance with these plant the City of
iRancho Cucamonga Standards and the Standard SRecifications for Public
4W
4 Works Construct-on- current edition. be TTn�diar�
I+
with and TalFle iesponsible for the adherance to these Standards and
K
10
ephone or power poles,
...........-------
0 waterme an these
plans within the right-of-way limits or in adjacent areas where
improvement work is to be done shall be removed, relocated or
6
the Ctiy of Rancho
6404
Cucamonga.
............ 3. Any contractor performing work ms
..........
....... ........
........ wi
17
raw
tly fron his operations, whether or
not such facilities are sham on these plans.
FIvAle 6 1-6 4. Shading on street plans indicate A.C. pavement, determined by structural
t
..........
5. A permit shall be obtained from the City of Rancho Cucarcnga Engineering
. ........... ...........
Department prior to any enroachment or construction with City of Rancho
..........
. ................. ......
Cucamonga easement or right-of-way.
. . ..........
e Enginee
. ..............
t
mium omp h
rop
grading, soils tests, including "R values, shall be taken and a
%4 14 ma
hall contain a proposed structural section and shall be submitted
1464 report s
.. .........
givenwhen all structural section requirements havebeen met.
...............
mains,
........
.......... ......
...... . . .. . 9. Compactions tests of embankment construction, trencl- backfill,
compacting original ground and all sub-grades shall be performed at no
.. . ................
Pro 6ca le 6
compaction test shall be submitted to the City Engineer, for approval
Hor z.
40" .............
pr emen
+
10. At the completion ofpaving, amaterials report shallbe
77: -7
Ver�. lor, 4
o the City Engineer. Listing all tests or determinations completed to
........... t
verify:
LI
41.17 ------_------
is andsand equivalent of aggregatebase.
(b) Stability' oil content andsieve analysis of asphalt surfacing.
t
...............
7
0 rockyniaterial. The sub-grade shall be prepared by removing all rocks
which protude above the sub-grade and all voids or depressions shall be
Aenve ade material of a quantity better than the native
M-0-37.65 Se- 12. Ifthe asphalt concrete is to be placedon sub-grade. A soils sterilant
.A. for use underA.C. an
applied at the manufacturer's recommended rate for the full pavement
fl M Da-Al
Pat-eel - 13. Estimate of quantities is providedby the aigineer only forte con-
A 34*Z4'41'v venience of the developer, the contractor shall make his own determination
11W - K -eurb Aelmv? Ral ra 1a.l , es before submitting a bid. My item of woi:�krequired
00 0 7 0,0' s1d 0 Z V.Zeo by thses plans which is not specifically listed in the estimate of quantities
/Z'il /8' L v' /Z q, shall be considered as included in the other items of work.
d M 0./0 4 Ce-AR 4000 A.C. surl'aed, 41-ourge
IM loyoe
114 dV City of Rancho Cucamonga Standard �krnbers 401 and 402 shall
T ove- 0.15' �pre 0 -AR-4MO Ae base com-esep vii Iq A PJ
4 Cily b ew ve Va i�6 �i be constructed at each intersection.
Z 41.40-e n5idfl Slri-ei Mai?"e sM na. 40Z.
.9." pe!.
C116 R% r from responsibility
%i e's A = e4ff 0419'ree a 9aw-Cui lo saolh edge. for the correction of error and cmission discovered during construction.
Upon request the required plan revisions shall be promptly submitted to
the City Engineer for approval.
% t. L lel 16. Ubrk site and exterior streets shall be in a neat, clean, hazard free,
or rly state, throughout constru
6,5-e W
N 0*3
An
el 145.9?, Pal-eel- 9
e, V< %k:X
IN CP
?7 00'
I-V89. 0 .0 dw
00 - 94 05 4?5
0 00. r eq x,tA - L 44.94
A 94&�?W'410*
.3 T 16.140,
X*Ilk
%
7 7
scale 40
�E
0-7/ of Rancho Cucamo
n anal pl--Ofile
iquaf#'Wes
479 L.R. 8 Car 6 O� u Bith"IMIld e'll al Ao0fdI7Zd?711d Orllve
A 748 Wyvlier �e.ffpa"dlrel
n� RM �72,
3. 84 Z ReMVVe exls� ca"-h V er W51
4. 7083.9 S.F. if-, 4 ion s)0.e-4 ,4-C. /h rem en 114 A.8 .04PP"Oved hl Pate /2-4-f
S. Alatpie _�Iyn -
Typica geel;an eily 67 egsgq
1 , 4. 445 C.Y etreel fxedva�;�" .91�7ee,- .-,- /1 M T scale oesl�?n by: Linvi*
no/ Y.0 sea le
J.K.1 .9.4.67 A^-ow ovle sulle V'
Contractor a.r.m th2t he shall asmme sale and complete responmbility'for job Calil' 91730
78 42nehe, eveamow
Telepplione 79A
site conditions during the course of construction of this Project, including mfety of all Wn :(714) 0-lell heel
persons and property; that this requirement shall apply continuously and not be lim-
49.A.
kiner hours; and that the Cbntractor shall defend, indemnify and
ited to normal worl
hold the Owner and the Engineer harmless from any and all liability, real or alleged, Cheke bl: r wing t7o.
Kennelh At. inville
in connection -with the performance of work on LAis Project� excepting for liability
arisina, from the sole negligence of the Owner or the Engineer. File no: