HomeMy WebLinkAbout551 ESTIMATE OF OUANTI TIE'S
_ MATER SYSTEM NOTES
ROUTE _ /TES! OFSCR/PTION UQNT/ UNIT REREMARKSARROW
1. The entire water system shall conform to the Specifications and requirements of 1 . Clearing and Site reparation Lump Sam L.S. Incl. all removals not itemize
the Cucamonga County Water District. 2. Excavation and Gradin Lump Sum L.S. See Grading Plan
2. All water mains shall be installed with 3(7' min. cover and shaII be flushed and hick A.C. Pavement 28,800 S.F.
No. 115
75.00' 50,00' W.00 ]8 �%
k� . 35.G17' 50..00' 6900' /Gb.Q�' disinfected per A.W.W.A. Standards, prior to use. P d Gutter - " C.F. ! 465L.F. Per d
09
3. The static water pressure is 115 p.s.i. (Archibald Ave. and Turner Ave. ) P.C.C. Sidewalk 8 790 .5.F. Per Std. No. 1
6. P.C.C. Cross Gutter Only210 S.F. Per Std. No. 11
24 25 26 27 j g 29 30 31 324. Legend: 1Indicates steel, cement lined, 15 Ib. asbestos wrared pipe, per A.N.w.A. Spec. emove Barricade I Each� - - Indicates existing water main.
C-203-66 Sec. 2. 10 M H o rade 3 EachWall 17 L.F. Per Grading Plan33 --1- Indicates 6" Gate Valve 8t Valve Box Assembly.23 . t• 33ar ���• 20� _� !/. Conc. roino Structure / f c See Deco •
-� _� �--�- Indicates fire hydrant assembly (6" x 4" x 2 1/2"). / . 033 Thi t P.t'C. Chane ov /too S. F See foi/I Sheet` ?
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0--- Indicates 1" water service connection to be instaIIed. / . 9'6-oell
ed1foct, ?4"Thick L2cr
qV Di55i o or .90 1
- - I o--- Indicates 2" Blowoff Assembly.
ALP/N£ STREET
ahnve
22 34 5. Fire hydrant installation shall conform to standard drawings of the Road Dept. 4. 1*`1116H BLOCS WALL
6985' 5067' 50..00, 8•¢.77' I yi
` Thlck Pill Sua.I 164 S•F. ee Aelai/on.515re><Z
?`' l Std. Specifications.
III 7 h ��' 6. Al2 Water mains to be cement mortar limed and wrapped steel pipe. .
9 8 i -t 1-1
6" pipe to be 12 Ga.
21 I
35 all pipe to be 10 Ga.
11 6 $ I r 7. Contractor shall determine location and elevation at all connection points and
$ S� notify the Engineer before commencement of work.
24 IO
$ R 36
8 12 5
I 8
$
37
13 4 8
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$ I This certifies that in March, 1976, I prepared the plans pf domestic crater system for Tract No. 9cu
18 8 and they meet the requirements of the California Section of the American Water Works Association
r � Standards and the San Bernardino County Standards for minimum requirements for safe practice in the
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8 A I 3 $ y 38 production and distribution of water for domestic use.
14
$ Z The distribution system and transmission main at the point of supply to this Tract are adequate to supply
17
I 39 water to all sections of the Tract, in accordance with Section S 21 of the above noted standards. GENERAL NOTES
1wilr ALL DM IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COtlNTY STANDARDS AND SPECIFICAT10N3.
$ 15 2 J /� •
S A Lr IV A - ., 1. ALL MORI( SH BE
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Registered Civil Engineer No. 21104 Date 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION.
pp 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, MATER METERS VALVES HYDRANTS, ETC. SHOWN OR SHALL
°6 SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION, OR IN ADJACENT AREAS WHERi IMPROVEMENT WORK IS TO BE DONE,
8 16 / 40 BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERARDINO COUNTY ROAD DEPARTMENT.
11. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND g
oved b the WATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES.
This certifies that these plans and specifications have been tevzewed by and are hereby aper y
Cucamonga County Water District and this Company 1s willing and able to supply water to every lot in 5. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY
ROAD DEPARTMENT STANDARD NO. 128 AND RELATED SPECIFICATIONS-
$A L
PECIFICATIONS.SAL/NA this Tract in accordance with the Pure Water Laws of the State of California. TME SITE
S. ANY CONTRACTOR PERFORMING WORK
KES RON THIS PROJECTLSH LLINDIIRECTLYZFROM HIS FOPERAT ONS, WHETHER 3ORLNOT SUCH EFACRIL TOINESIRE SHOWN ON
,w�IAI a' 'sem £T �� ,�i THESEDAMAGSPLANS.TO IST G
NSE 6 Irl R
ro X/S Z g119' ¢2.05' geed -•Assit. Gen. Mgr. ate T. SHADING ON STREET ?LAWS INDICATES A.C. PAVEMENT TO BE INSTALLED.
ANN $ 6�9�
B. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACNIIIM OR COWSTRU'ION WITHIN THE
�� SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY.
fi a Protecti System ApprOVed S. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM ANO ESTIMATE OF QUANTITIES.
8 .. 10. ADEQUATE STAKES SMALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PUN GRADES.
BE
Foothill Fire District 11. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB NTS
ELEVATION, SMALL BE SET BY THE ELEVATIONCONTRACTOOR ENGINEER. THE STAKES OT IN ER
SET TI ALL HINGE,
EDGE OF PAVEMENT AND CROWN 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 PAYING TO PERMIT
SPOT CHECKING OR SUB-GRADE BY INSPECTION PERSONNEL.
12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR TO PAYING.
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p�p I3. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SMALL BE PERFORMED
S� COST TO SAN BERANRDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SMALL BE SUBMITTED TO THE CONTRACTS ADMINIS-
AT NO
AT NO N DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
5 C ALE I'= 60, O -roar Its. AT THE COMPLETION OF PAYING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD
�r DEPARTMENT LISTING ALL TEOR DETERMINATIONS COMPLETED TO YERRIFY.
ST
8 (A) N-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES.
? BENCH MARK
• (6) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACIN9.
SAN BERNADINO COUNTY BENCH MARK NO. 1 -9• 15. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY 'REMOVING ALL
6' 8 ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY
8HEAD' BETTER THAN THE NATIVE MATERIAL.
CONCRETE NAIL IN NORTHWEST CORNER OF
21¢ N4LL ON SOUTH SIDE OF RAILROAD TRACKS AT 16. r
8 S. F. R. R. AND TURNER AVENUE. Ile fHE SUBDIVISION 6ECTION OF THE SAN RII
u .,r orru u T.
ELEVATION: 1109. 83
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s
WAT '_RSYSTEM SND INDEX MAP
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4 ESTIMATE OF O U ANTITIES
/TEM I DffWR/PT/ON QU4N77TY UNIT REMARKS I
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g 1 . 6" Water Main 745 L.F. Incl. Misc. Fittings
ARROW ROUTE T. /. ScheC/u/e
w
V $ �� " Gate Valve Each Incl. Valve Box Asembl
3. Fire H drant Assembly2 Each Incl. Valve Box Assembl
h 8Servicennec t •on Each G� Wi//ow Drive T. l - 6.0
/O $ ,���0�9 ; Afc Krn/e Sfreet T. /. • 5.0 '
g Adiust Valve Boxes to Grade 3 Each OJ <
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8
5ALINA 5T
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h a W SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR
V < V 1 z Contractor agrees that he shall assume sole and complete responsibility for job site
MC KtNLEY Q conditions during the course of construction of this Project, including safety of all persons
£ t� J'f18Oltal ST ~ and property; that this requirement shall apply continuously and not be limited to normal
�j1 jd GLADE WELD EI-00W < working hours; and that the Contractor shall defend, indemnify and hold the Owner and
x OR 9PiECE -1&_,0 645ritATE7 50. CALIF GA5 CO. the Engineer harmless from any and all liability, real or alleged, in connection with the
MC KiIVLEY r- performance of work on this Project, excepting for liability arising from the sole negli-
- _
Bence of the Owner or the Engineer.
ST.
._...-. /7 I 4 VICINITY MAP
t 'tJ1/��'1Ll d 4W .• SCALE I" = 500' -
S''4T� RCE No. 7.111 1 111111
f/S6' X pd v4L!iE•
1a �� +175
P FIELD BOOK REF COUNTY OF SAN BERNARDINO w 0 NO.
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ASSOCIATED ENGINEERS IMPROVEMENT PLANS3t6 EAST "E'� STREET - "`'� °u e� v°te , ROAD DEPARTMENTTRACT LA0. 9034 ROAD LA0.
ONTARIO, CALIF, 91764 Designee By __ APPROVED BY
WATER SYSTEM & INDEX MAP
714 -986- 5818 _ Drown B �( 4.r-JNfo FILE N0.
`i 1 Chocked ByQ•pK�' ASST ROAD COwM`"MISStON DATE GENERAL NOTES
as - - - -- - Me•
55
Recommended By
RCE 'FIt04 - DATE MARK, REVISIONS APPR C uN N N R fir ` SHEET - d _ Z
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