HomeMy WebLinkAbout759ITEM
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ESTIMATE OF QUANTITIES
DESCRIPTION
Clearing & Site Preparation
Excavation & Grading
A.C. Pavement (0.25' thick)
A.C. Pavement (0.20' thick)
A.C. overlay (1" thick)
A.C. overlay (variable thickness)
Install 2" x 4" redwood header
Removal of A.C. Pavement
Removal of Concrete slab
Const. P.C.C. curb and gutter (8" C.F.)
Const. P.C.C. curb only (8" C.F.)
Const. P.C.C. Spandrel and Cross Gutter
Const. P.C.C. sidewalk & ramps (4" thick)
Const. P.C.C. gutter
Const. Catch Basin #1 (W=4', V=3.5')
Const. Local Depression
Install 18" R.C.P. (D-1500)
Install Street Trees (15 gallon)
Install Street Lights
Adjust Sewer Manhole to grade
Adjust Sewer Clean-out to grade
Adjust Water Valve to grade
Install type "N" marker & W 57 sign
Install Street Name Sign and Stop Sign
Install type "L" marker
6 ra v i i y 14ead wa 11
QUANTITY
L. S.
1500
28,754
1347
3581
1920
254
7173
40
1410
151
1468
7087
16
VICINITY
no scale
MAP
M
83
40
5
2
2
3
1
UNIT REMARKS
L.S.
Includes Misc. Removals
C.Y.
Within Street R/W
S.F.
See General Note No. 9
S.F.
See General Note No. 9
S.F.
S.F.
L.F.
S.F.
includes required saw cut
S.F.
includes required saw cut
L.F.
Per Std. No. 302
L.F.
Per Std. No. 301
S.F.
Per Std. No. 308
S.F.
Per Std. No. 310 & 311 (includes Orwys)
L.F.
Per Std. No. 307 type "C"
Ea.
Per Std. No. 502
Ea.
Per Std. No. 518 Case "C"
L.F.
Ea.
Per City Std's-Estimate only
Ea.
By others
Ea.
Ea.
Ea.
Ea.
Per Std. No. 406
Ea.
Per Std. No. 401 & 402
Ea.
Per Std. No. 403
Ea.
Per detail on Sheet 3
JI
•Ped <„ // Cour fy e/d6 Dr; ve
See Sheet 4/o. 3
BENCHMARK:
Chiseled box on the Northwest
corner of headwall at the
Northwest corner of Valle
Vista' and Red Hill Country
Club Drive.
Elevation 1401.31
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR
IN D E X M A PContractor agrees that he shall assume sole and complete responsibility
for job site conditions during the course of construction of the Project,
scale: I"-= 100'including safety of all persons and property; that this requirement shall
apply continuously and not be limited to normal working hours, and that
the contractor shall defend, indemnify and hold the Owner and the Engineer
harmless from any and all liability, real or alleged, in connection with
the performance of work on the Project, excepting for liability, arising
from sole negligence of the Owner or the Engineer.
GENERAL NOTES
1. All wirk shall be done in accordance with these plans, the City of Rancho
Cucamonga Standards and the Standard Specifications for Public Works Const-
ruction - current edition. Contractor shall be familiar with and shall be
responsible for adherence to these Standards and Specifications.. .
2. All pipelines or substructures of any kind. -telephone or power poles, water
meters, valves, fire hydrants, etc. shown or not shown on these plans within
the right-of-way limits or in adjacent areas where improvement work is to
be done shall be removed, relocated or protected in place as required at no
cost to the CiLv of Rancho Cucamonga.
3. The responsibility of adjusting manhole or valve covers, paving repair and
paving replacement in connection with sewer and water,as, phone, electric
or other utility line installations will be the responsibility of the owner,
and shall be accomplished in compliance with appurtenant Ordinances and
Standards.
4. Any contractor performing work on this project shall familiarize himself with
the site and shall be solely responsible for any damage to existing facili-
ties resulting directly or indirectly from his operations, whether or not
such facilities are shown on these plans.
6. Shading on street plans indicate A.C. pavement, determined by structural
section, to be installed.
6. A permit shall be obtained from the City of Rancho Cucamonga Engineering`
Department prior to any encroachment or construction with City of Rancho
Cucamonga ea;ement or right-of-way.
7. All required stakes shall be set by the private Engineer.
8. All curb and gutter, where grade is less than 0.40% shall be staked with 3'
offsets at 12.5' intervals. Place 3/44 dowel pins ;at all expansion joints.
9. The structural sections shown are minimum. At the completion of rough grading,
soils test, including °R° values, shall be taken and a material report shall
-be prepared by a qualified soils engineer. The report shall contain a.pro-
posed structural section and shall be submitted to the City Engineer for his
review and evaluation. Approval will be given when all structural section
requirements have been met.
10. Sub -grade stakes, driven to the pavement sub -grade elevation, shall be set
by the Contractor or Engineer. The stakes shall be set at all hinge points,
edge of pavement points within 0.01 foot of sub -grade elevation and at not
more than 50 foot intervals. Additional stakes may be needed at warped or
vertical curve areas, sub -grade stakes shall be in place prior to paving,,to
permit spot checking of sub -grade by inspection personnel.
11. All sewer, water, electric, gas, phone or other utility laterals, mains, or
crossings shall be constructer prior to paving.
12. Compaction tests of embankment construction, trench backfill, compacting
original ground and all sub -grades shall be performed at no cost to the City`
of Rancho Cucamonga. A written report, with these compaction tests shall be
submitted to the City Engineer, for approval prior to the placement of base
materials and/or surfacing.
13. At the completion of paving, a materials report shall be submitted to the
City Engineer. Listing all tests or determinations completed to verify:.
(a) R -Value. sieve analysis and sand equivalent of aggregate base.
(b) Stability, oil content and sieve analysis of asphalt surfacing.
14. When asphalt concrete is placed on native soil which consists of a rocky
material. The sub -grade shall be prepared by removing all rocks which protrude
above the sub -grade and all voids or depressions shall be filled with a fine
grade material of a quality better than the native material.
15. If the asphalt concrete is to be placed on sub -grade. A soils sterilant
registered by the E.P.A. for us under A.C. and P.C.C. shall be uniformly
applied at the manufacturer'r recommended rate for the full pavement width
prior to paving.
16. Estimateof quantities is provided by the Engineer only for the convenience
of the developer, the contractor shall make his own determination of const-
ruction quantities before submitting a bid. Any item or work required by
these plans which is not specifically listed in the estimate of quantjtiei
shall be considered as included in the other items or work.
17. Contractor shall notify San Gabriel Valley Municipal Water.District, Mr.
Bob Stallings at (213) 969-2716. Forty-eight (48) hours befgre commencing
construction in Base Line Road.
18. City approval does not include water or sewer system and estimate of quantities.
19. Street markers per City of Rancho Cucamonga Standard Numbers 401 and 402 shall
be constructed at each intersection.
20. City approval of plans does not relieve the developer from responsibility
for the correction of error and omission discovered during construction. Upon
request, the required plan revisions shall be promptly submitted to the City
Engineer for approval.
21. Work site andiexterior street shall be in a neat, clean, hazard free, orderly.
state, throughout construction. Site shall be cleaned upon request of the
Inspector.
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PLAN AND PROFILE
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LANDMARK CONSULTANTS R`eSded
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No'aB 07-' -W 0 t. 1
/ MONTE— VISTA — - DRIVE
I �=30'
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Con I P A•C.Pavmt o�e��ar
I
CITY
OF RANCHO CUCAMONGA
mafch 2'�d/%+°r /o esye of9u/ler
PLAN AND PROFILE
�, _ �,s% _
����� - �_ _ - /J% u
1�'`- �- -�.�
' Z;e4l
I
RED HILL COUNTRY CLUB DRIVE - a� S'/'error
✓/sfa
- 9'w�o% Conc.
� r :n
west, edyv gutter
SIERRA VISTA
COURT
Cons 0.2'A.C. Pavrnf
w/th e"WrEdwood
MONTE VISTA
DRIVE
hPddPr.
(see 6'ener /,vase /vo• t � TRACT 11563
TYP�cAL SEcTioN
Approved ,By
'gale, 9 3 -�L
1
Minto �/%S fa ,Drive
C;lyEny/neer
RC,E.?3889
no Scor/e
.oesr9h
LANDMARK CONSULTANTS
/Pecol"mended
ebb6• .,
C
902 West Ninth Street
c� 1C1L1` _ry-
Drawn
Upland, CA. 91786
sheet
/-,C
714- 9_811- 5602
,3 of 3
Chee ked
� `"e �• � /? c. E 24838
Dra w /n9 /t/o.
e/fi
Dale 8 -3o -g2 FI/e,I/O. 80-e,O
759
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