HomeMy WebLinkAboutRc St Improve Plans 496/1 Thru 497/4 496/1 496/2 497/1 497/2 497/3 497/497f 2 497/'3 497 4,
Yv F
W ER SYSTEM
SCALE 1'1= 60'
"'ATER SYSTEMS NOTES
1 . The entire system shall confc.-,.-m to the Specifizations and requirements of the Cucamonga County Wdter bistrict.
2. All water wins shall be installed with 30" adn. cover and shall be flushed and disinfected p7.r A.W.W.A.
Standards prior to use.
3. The static water )ressure is 145 p.s.i.
4, Fire hydrant installations shall conform to standard drawings 310 and 311 —of the Road Department Standard
SpecJications.
5. Legend
Indicates 6" (12Ga) steel, cmment lined, 40 lb. felt wrapped pipe.
Indicates existing water main.
Jrdicates gate valve and valve box assembly.
Indicates I" water service connection to be installedi
Indicates Fire Hydrant Assembly.
W A T E R 7-P SYSTEM
ES 7 -IM11 OF UUM.,
G' Wc?l,=r
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VICINITY MAP
SCALE I"= 500'
This certifies that on 4,or; So 1971 , I prepared the plans of domestic water system for Tract No. 8332 ald they
th i American Water Works Association Standards and the San Bernardint County Standards
meet the requirement�; of the California - tion of _(
formit,imum requirements for safe prar;�ice in the production and distribution cf water for domestic use.
The distribution system and transmission main at the point of Supply to this Tract are adequate to supply water to all sections
of the Tract, in accordance with Section S.21 of the above quoted standards.
Registered Civil Engineer No. 7344 Date
This certifies that these plans and specifications have been reviewed by, and are hereby approved by the Cucamonga County Water District
and this company is willing and able to supply water to every lot in this Tract in accordance with the Pure Water Laws of the State of California.
144 —,7/
A a2'
Signed Xtle Vate
Fire Protec*:ionSystemApproved
Chief, Cucamonga Fire District
ASISOCIAA-EL) LINIQIINLLK�
316 EAST "E" STREET
ONTAF%I0,CX_1F, 9�.761
714-986-
4-3o77i
GENERAL NOTES
1. All �-'ork shall be done in accordance with these plans and the 1966 Standard Specifications of the
County of San Bernardino.
2, Chiseled square on P,C,C, headwall on the North side of Base Line, 801t Ea5t of Amethyst Street
Elevation 1369,39'
3. Striet markers per San Bernardino County Std. No. 303 a 305/1 shall be con,7trunted at each
intersection,
4. All piin- lines or substructures of any kind a(od telephoi.-, or power poles, water meters, valves,
hydrants, etc., shawn or not shown an these plans wittan the limits of this subdivision or in
adiRcent areas where improvement work is to b,- done shA-1 be removed cr relocated as required at
no cost to the San Bernardino County Road Department.
5� Conpaction tests of embankment construction, trench backfill and all 3ubgrades shall be performed
at no cost to San Dernardino County, and a written report shall be submitted to the Contracts
Administration Division of the County Road Department for approval prior to placement of base
pratcria2s and/brsurfacing,
6. The responsibility of adjusting manhole covers, paving repair and paving replacement in connection
with subdivision sewer line installatiors will be the responsibility of the owner, and shall be
accomplished in compliance with Ordinance No. 815, Sections 203, 209 and 210.
7, When curb depressions are provided for 4jriveways, complete driveway construction will be required
in accordance with County Road Department bian&wd Drawing No. 128 and related specifications.
B. Any Contractor performing work on this project shall familiarize himself with the site and shall
be solely responsible for any damage 'La oKisting facilities resulting directly Jr indirectly
from his operations, whether or not such facilities are shwn on these plans.
91 Shading onstreet plans indicates A.C, Pavement to be installed.
10. A permit will be required from the San Bernardino County Road Department prior to any encroachment
or construction within the San Bernardino County easements of rights - of - way.
I/. When the roadbed has been graded to the approximate elevation and cross section, all rocks and lumps
of earth over 2 112 inches in size and other unsuitable materials shall be removed from the upper 6
inches of the roadbed and disposed of. In lieu of the above requirement, the Contractor may furni.-h
as an alternato 2 112 inches of Class 2AB as a cover upon which to prepare the subgrade.
12. At the completi�n of paving . Material Report shall be submitted to the Contracts Engineer of the
San Bernardino County Road Department. listing a,"I'l tests or determinations completed to verify
stability, oil content and screen analysis ofAsphalt Surfacing.
13. Road nepartment approval does not include wate7.- system and estimate of quantities.
CONSTRUCTION BENCH MARK
Lead and Tack in East curb of Klusman Avenue
at approximately South tract wundary.
Elevation 1316.461
FIELD BOOK PEF COUNTY OF SAN BERNARDINO
ROAD., DEPARTMENT—
A�PR --"u SY
-7
i�"g att Oy
By
L -ay r_
RWS',1NS AR"R DAT
IMPROVEMENT PLANS
TRACT NO. 8 3 3 2
GENERAL NOTES, QUANTITIES
WATER SYSTEM�
CUCAMONGA DISTRICT
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TYPICAL SECTION PALO ALTO STREET ASSOCIATED ENGINEERS FIELD BOOKREF "OUNTY OF SAN BERNARDIN, IMPROVEMENT PLANS
316 EAST "E" STREET ROAD DEPARTMENT TRACT NO. 8332 ROAD NO
I -1--l- APPROVED BY
ONTARIO, CALIF, 91761 'omgned By
V'rowf' By riLENO
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714-986- 5818 "'!�--v PALO ALTO IS
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