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TYPICAL -q—':'�`TION— SALINA 'OTIREET
horlz. /"- /0'
Vert 1"-4' SOR)
W. 0 NO.
FIELD BOOKREF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS
ASSOCIATED ENGINEERS
3116 EAST "E" STREF--r ROAD D E RAIATMENT ROMY NO
ONTAR 10, CAL I F, 9176 4 AffROVED BY TRACT NO. 8578
H
714 '986-5f3ii'3 WYACINI STREET
AND 72-29
4 SALINA, STREET
CUCAMONGA DISTRICT
A4, �T r-
tt�-t- 714t,
26 x
REDUCED PLANS
0 1 3
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r3 INCH=SON ORIGINAL PLAM-�
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TYPICAL SECTION - JASPER STREET
scale:
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,SSOCIATED ENGINEERS FIELD BOOK REF
316 EAST "E" STREET
ONTARIO, CALIF, 9176 4
714 -986- 58 18
C'C� cul-b InalzIdes V-71- c. f -7
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COUNTY OF SAN BERNARDINO iMPROVEMEN-7 PLANiS W C). Ni,)
ROAD DF.PARTMENT
APPROVED BY TRACT NO. 8578
Ze JASPER STREET 72-29
Mockod,111 ja r,,_
U -Tr DISTRICT of
_A CUCAMONGA C
2OX
REDUCED PLANS
0 1
�_3 INCHE' ORIGINAL PLAN
I N D E X M A P
W A T E R S Y S T E M
This certifies that in December, 1972, 1 prepared the plans of domestic water
system for TractNo. 8579 and theymeet the requirementsc, the California
Sectionof the American Water Works AssociationStandards and the San Bernar,
dino County Standards tor minifflum requirements for sefe practice in the prod-
uction and distribution ofwater fordomestic use.
�x i*-r, aY The distribution system and transmission maio at the point ofsupplyofthis
111:1n, —v-r'L, V^rrcm vrim Tract are adequate tosupply water to all sectionst-I the Tract, in accord -
re -rrnai no. arpec,� ance with Section S 21 of the above noted standards.
�3 - 7 -6
15 6 10 Hyrm^nT ^ee�Y. Registered Civil Engineer 7344 Date
LJ
CO
LJ
.41 Ll
This certifies that these plans and specifications have been reviewed by and
�re hereby approved by the Cucamonga CountyWi ter District and �zhis company
is w,'lling and able to supply water to every lot in this Tract in accordance
Rot ci pc:trt with the Pure Water Laws of the State of California,
- .201 c�.. r2E .
_<dun A s,;,l 0,
7. Si Date
rlonng5c-'T 70 rw- 'u gned Title
=, r
7
10 Fire Protection System Approved:
PVq D_ 11 T A
in L
r21_CU-0F=FZ 6 V,,.
5Z In p-nrt Chief, Alta Loma 'Pire District
jn,5"r�b.LL FIME _T ) I,
EXISM 1-0 Hyr, L7AnTA*,5iY, "n 6
H T
Ll
5
ln,�T^LL_ d WATER SYSTEM NOTES
e,-^-rn V^Lve
f) I . The entire water system shall confornito the Specifications and requirements
-Ir - Is,2'r-51 �1
-7 of the Cucamonga Ccunty Water District.
'2� C.r.L_hk), 1_/ -9. All water mains shall be installed with 30"min, cover and shall be flushed
r2sq. -=Irr'L. UJ^7T'C-1Z T,1^1n and disinfected per A.W.W.A. Standards, pric:, to use.
E-xi,zrr, r�lan,L.�U 3. The static water pressure is 95 p.s.i. to 100 P.s.i.
9STIL. W^TEM
4. Legend:
1rrJicates 6" (12 Ga.) steel, cement lined, 40 lb. felt.
sx[,5�-r. wrapped pipe.
Te,
Indicates existing water main.
Indicates gate valve and valve box asspnibly.
Indicates fire hydrant assembly.
--------- 1ndicates I" water service connection to be installed.
WATER SYSTEM ------ 0 Indicates 2" blowoff assembly.
ANDINDEX MAP
SCALE- V'- 60' 5, Fire hydrantinstallationsshall conform to StandardDrawings 310and 311 of
the Road Department Standard Specifications.
G E N E R A L N 0 T E S
1, i'll work shall he done in accordance with these p'l-as and the 1966 Standard Specification of the
County of San Bernardino,
2. BENCH MARK A-228 - Chiseled' El ' on North curb return, N-111. corner of LA Grande a Beryl.
Elevation: 1447,06 per San Bernardino County Road OLpirtment
Bench Mark,
3. Street markers per San Bernardino County Standard No, W3 8, 303A shall be constructed ar each
intersection,
4, All pip�, lines or :;ub�, "ructures of any kind and tlIephone or power poles, water meters, valves.
hydrants, etc jhown or not shown on the�e plans within the limits of this subdivision or in
adjacent areas where improvement work is to be done shall be removed or relocated as required at
no cost to the San Bernardino County Road Deparbiient.
5. The responsib4lity of adjusting manhole covers, paving repair and pavin-q, replacement in connection
with subdivision sewer.line installations will be the responsibility of he owner, and shall be
accomplished in compliance withOrdinance No. 815,
6, When curb depressions arr provided for driveways, complete driveway construction will be. required
in accordanco with County fload Departwent 5tandard Dra�ving No, 128 ;,-ind related specifications.
7. A'ay contractor performing work on this project shall familiarize himself with the site and shall
be solely responsible for bny damage to existing facilities resulting directly or indirectly from
hisoperations, whether or notsuch facilitieb a--eshc*vn on these plans,
8, Shading on street plans indicates A.C. Pavement tobeinstalled.
9, A permit will, be required from the San Bernardino County 3oad Depariment prior to any encroachment
orconstruction within 1-heSanBernardino County easements or rights -of -way.
10. When the roadbed has been graded to the approximate elevation and cross section, all rocks and
lumps of earth over 2' 112 Aches 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 furnish as an alternate 2 1/2 inches of Class 2AB as a cover upon which to prepare the subgrade.
12. RoadDepartmentapproval does notinclude watersystemand estimate of quantities.
13. 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, edq,� of pavement and crown points within 0.01foot
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.
14. Adequate stakes shall be set by the engineer to enable the contractor to construct the work to the
plan grades.
15. All sewer and water mains and laterals shall be constructed to each individual lot, prior to paving.
16. At the completion of paving a materials report shall be submitted to the Contracts Engineer of the
San Bernardino County Road Department listing a-71 tests or determinations completed to verify:
a) Stability, oil content, and sieve ana7.ysis of asphalt surfacing and A.C. core thicknesses,
taken at intervals of approximately 500 feet.
b) R-value, sieve analysis and sand equivalent of aggregate bases.
17. Compaction tests of embankment construction, trench backfill, compacting original ground, and all
sub -grades shall be performed rt no cost to San Bernardino County. County Standard Specifications
Section 19d shall be super-seded to read, "The relative compaction of the layer 0.5 feet to 1.5
feet Lelow the grading plane shall be 90 percent in lieu of Vie 95 percent compaction raquired to
a minimum of 2.5 feet below finished gTade in State Standard, Specifications Secticn 19-5.03.1' A
written report with these compaction tests shall be submitted to the Contracts Administration Div-
ision of the County Road Department for approval, prior to placeffent of base materials andlor
surfac;p
- 'g.
VICINIT-:',;' MAP
SCALE- 1"-500'
7;rJT1rS (WATER SYSTEM ONLY)
__ ---
fARI(Z9
. -
ASSOCIA7ED ENGINEERS FIELD BOOK14EF
ES77RATE OF
. I
COUNTY OF SAN BERNARDINO
IMPR
psFewpnom
19VI11717V UIVIr
"E"
RO AD DEPARTMENT
RA
_7 EA.
316 EAST STREET
ONrARIO,CALAF, 91764
774--APPROVED SY
GENERA
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INDEX M,0
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DATE RW
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REDUCED PLANS
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PROFILE
SCALEHORIZ
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C U R B C U R VE D A T A
R ln� L T
0_ 300.00, 80 2711 301 44,291 22.18'
9=0111ST ?PC4-1. cular-) - 282. 00' 80 271 3011 41.63' 20.851
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d�ecmon -300. 00, 80 26' 17" .44.18' 22.13'
E,ASTWOOD AVENUE - 312. 001 80 26' 17"' 45.95' 23.02'
- 20. 00' 90' 10' 52" 31.53' 20.12"
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A
ITEN DESCRIPY 10Af 041YFAAAUNIVIVIFF U7 REMARKS
I Clearing a Site Preparation L L.S.
7, ___ Z -_ 7 ="-- - '_ . _ _______.___
JR 11\ c_ 1\1 a 2. Excavation 8, Tr�q�nq Lu S S.
' 7 Th�ckA.C. Pavement, E
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4 Storm Drain.Outlet with jCc��i �Ie�"�r_detailsl
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4
Sidewalk 1 INCL PORLIQUIESPLLY-WAYS
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4 15 LA I/. S I EACH
txeet Name rLs
41 d7jR4EC,�CqCih'oles to Grade
2 EA91
EXCL, SI DEWALK. PORTIOR OF _DR[_V.EWAY.S_
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MONTE V1 _0, 1_71 A, C 3, �087 -.S-F,,--
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ASSOCIATED ENGINEERS -FIELD 80-OKREF COUNTY OF SAN BERNARDINO IMIPROVEMENT PLANS
316 EAST "E" STREET ROAD Dr-PARTMENT TRACT MO. 8579 ROAD NO
ONTARIO, Q01A F, 91764 APPROVED BY
'ad Ply
crawnay UE FILE NO-
EASTWOOD AVEN
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4
I ASST
Recumnand*dBy I Dvqc".L C) —.5 Q-9
_4 ALTA LOMA DISTRICT SHEZT A)f 3
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A
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0-20.00v 90* 191521, 31.531 20.121 11 r- 1 .1 11 1
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38.001 197'34157" IS1.041 - ^a rAuerm,;:i�� #F w 0 140-
62.001 73' 43104" 79.771 46.481 NARDINO ENT �'i.j
COUNTY OF SAN BER\ IMPROVEM
FASSOCIATIED ENGINEER,� FIELD BCOKREF A
I AcOeA aa. on W C.M.P r D EPA RTWI E N
OG-38.001 228'\19137" 151.32, 7-51 R&\-If) TRACT NO 18-79 ROAU NO�
1 316 EAST "E" STR7[:T
-T�P-�iovfm sy
20.0t1i 278'46'551 97.811 P L
. ....... GNTARIO,CAL�F, 91764
M�,E NO.
--ET
ni --20.001 71'47'25" 25-061 14.481 SCALE 1 =40' .1. MONTE V 11 STA S
(D- too.0of 29'03114" 50.71 t Z5.91 i CUP-V
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-D&T,& N 72-
29'17138" 25.561 18.071
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