HomeMy WebLinkAboutRc St Improve Plans 507/1 Thru 508/3 507/1 507/2 507/3 508/1 508/2 508/3Ul �7L,
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LEG END WATER S-YSTEM AND INDEX MAP
SCALE I of =60 9
This certliles that in MarCh . 1971, 1 prepared the plans
of domestic water system for Tract No- 8521 and they meet the
requirements of,the California Section of the Ameri�.-Hn Water
Work,; kssociation Standards ane the San Bernard;,zo County
Standards for minimum requirements f,)r safe in the
production and distribution of water for do stic 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 S21 of the above noted
standards.
Registered Civil Englneer No. ?3411 Date
Thit, reetifies that these plans and specifications
oave L 'n revieved by and are here�y approvsd by the
Cucamonia County Water District and Jh�s company is
willing and able to supply water to ev,�.ry lot in this
Tract in accordanc! 4ith the Pure Water Laws of the
State of Califortia.
S 1 g n e d Title Date
Fire Protection Syste-i Approved
.2 7;L
Cucamonga F� " I)istrict Date
Fire Marsha'
5 TIMA TE
E WWI
7_4_N:r_rJn"T R-PiVIARKS
DESCRIPr1off IQ 1A
p56
9 14 /,a �,er �7//7
AN
T
VICINITY !AAP
SCALE: I"= 500'
CONSTRUCTION B. M.
Chis. hux oi P.C.C. step to church at
the Northwest corner of Archibald Ave.
and Chur.-h St.
Elevation: 1280.55
BENCHMARK NO, A-162
Chis. box on Gurh Ret. on Archibald at
S.W. Corner of Church St. and Archibald
Ave.
Elevation: 1273.302
USE : Elevation: 1273.23 on these plans.
WATER SYSTEM NOTES
I � The entire water system shall conform to the Speci f ic.,.tt ions and requirements
of the Cucamonga County Water District.
2. All water maitis shall be installed with 30" min. cover and shall be flushed
and disirJected per A.M.A. Standards, prior to use.
3. The static water pres.ure is 55 P-s-i- to 65 P-s-i-
4. Fire hydrant installations shall �.-onformto standard drawings 310 and311 of
the Road Dept. Standard Specifications.
5. 1.egend:
Indicates (12 Ga.� steel, cement lined, 40 lb. felt wrapped pipe.
-Indicates existing watermain-
Indicates gvte valve and valve box assembly.
Indicates fire hydrant assembly.
iN ction to be installed
-GENERAL NOTES
1. All work shall be done in accordance with the.ve olans and the 1966 Standard
Specifications of the County of S:an Bernardino,
2. Street markers per San Berna-dino County Std. No. 303 6, 303A shall be constructed
at each intersection,
3. All pipeLines or substructures of any kind and telephone or power poles, water
meters, Valves, hydrants, etc., shown or not shown on these 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
Bernardinu Cauntv Road Department.
&Z" 4. Compaction ti,,sts of embanknent construction, trench backfill and all suibgrades
shall be per,forpied at no cost to San Bernardino County, and a written report
shall be submitted to the Contracts Administration Division of the County
Road Departxent for approval prior to placement of base material andlor surfacing.
5, The respc;isibility of adjusting manhole covers, paving repair and paving repinne-
ment in connection with subdivision sewer line installations will be the responsibility
of ihe owner, and shall be acromplished in compliance with Ordinance No. 815,
Sections 2�3�, 209, and 210.
6. Nhen curb depressions are proVIULi for driveways, complete driveway construction
will be required in accordance with County Road Department Standard Drawing No.
128 and related specifications.
7. Any contractor performing work on this project shall familiarize himself with the
site and shall be solely responsible for any damage to existing facilities re-
sulting directly or indirectly from his operations, whether or not such facilities
azo shown on these plans,
8. Shading on street plans indicates A.C. Pavement to be installed,,
9. A permit will be required from the San Bernardino 'County Road Department prior to
any encroachment or construction within the San Bernardino County easements or
rights -of -way.
10, Road Department approval does not include water system and estinate of quantities.
11, Adequate stakes shall be set by the engineer to enable the contractor to construct
the work to the plan grades,
12. Sub -grade stakes, driven to the pavement sub -grade elevation, shall be �Fet by thr�
contractor or engineer. The stakes shall be set at all hinge, edge of pavc-ment
and crown points within n,of foot of sub -grade elevation and at riat more that;
50 foot intervals. Addi�onal stakes may be needed at warped or vertical curve
areas. Sub -grade stakes shall be in place prior to paving to permit spot checkinq
of sub -grade by inspection personnel.
13. All sewer and water mains and laterals shall be constructed to each individual
lot, prior to paving.�
14. "At the completion of pawing, a materials report shall be submitted to the
Contracts Engineer of the San Bernardino County Road Department listing all tests
or determinations completed to verify:"
(a) R-value, sieve analysis and sand equivaient of
aggregate bases.
(b) Stability, oil content and sieve analysis of asphalt
surfaring.
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, !-ASSOCIATED ENGINEERS LD B 0 0) t: REF ROAC) P A R' T M11 El, �Il 8521
31 G E A S T E M'R E F T
QUANTITIES��,---
GENERAL NOTES
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TYPICAL SECTION LEUCITE AVENUE W- 0 NO.
ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS
316 EAST "E" STREET RO�,D D-EPARTMENT TRACT N 0. 8521 ROAD NO.
ONTAWO,CALIF, 91764 APMOVE0 BY CHURCH STREET
Drd!rk By FILE NO,
714-966-5M i�F�&Fogz
Aa f.QjAMjStjj0t4ER-�NGR 1,3ATE LEUCITE AVENUE
AS�iT R0
DY-4 G " 11
CUCAMONGA DISTRICT SHEET.— 14
CN�'�Y E-444'� Fk
MARK �APPR,'
RCE 7344 DATE B
x
1280
1280
1280
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REDUCED PILL --A
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PROFILE
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TYPICAL SECTION MAUM;HITE AVEN FIELD BOOK REF COUNTY OF SAN BERNTARDINO IMPROVEMENT PLAN S C NO
OCAL ---7—
ASSOCIATED ENGINEERS
31G EAST "E" STREET ROAD DEPARTMEN TRACT NO. 8521 R!',AD W)
91-64 )es,gnftd By APPROVED15Y MALACHITE AVENUE
-INTAR10,CALiF, I
714-98i4-5818 o'.." By T�� -E No,
YEW STREET
--T Cha;lmd By A$I�T ROAD 'oM%lNV0NM-EN5R DATE
No,
7)
UATE SHUT
�QT4TY ENGINEER CUCAMONGA DISTRICT
MAF�iKi REVISIONS 21
's;4 Ge -40 5
Ac) x
REDUCED PLANS
1 2-
3 INCHES ON ORIGINAL PLVI-
C=_
C-onnect to
existing main
25
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WATER SYSTEM
A �IM , V U A D
III U
TIM
A77Z- t)r t?UA Af �Tf TIES (WATER ONLY)
lmv
6" Water L
�4_ 6aie jalve_ 4 3 Eac i
19- 3. �6' Fire Hvdrant Assemblies Eac
A__
5, 1" Service Latera!4�
INOEX MAP
WATER SYSTEM
This certifies that in July, 1972, 1 Prepared the
Sy-em for Tract No. 8578 and they meet the requir6
Section of the American Water Vorks Association StanL�,
dino County Standards fox minimum requirements for sate -a the
production and distribution of water for domestic use,
The distribution systemand transmissio,7 main at the point of supply to this
Tract are adequate to supply water to all sections of the Tract, in accord-
ance with Section 5 21 of the above ir�ted star�Lirds,
Registered Civil Engineer No. 7344 Date
This certifies that these plans and specifit,,ations have been revieweJ by and
are hereby approved by the Cucamonga Cou-ty Water District and this company
is willing and able to supply water to ever,11ot in this Tract in accordwice
with the Pure Water Laws of the State of California.
1117
Signed Title Date
Fire Protection System Approved: cl -
Cucamonga Fire District
FireMarshall
WATER -SYSTEMi,-RO-TES
1. The entire water system shall oonfornito the Specifications and require-
ments of the Cucamonga County Water District.
2. All -later mains shall be installed with 30" mia- cover and shall be flushcd
and disinfected per A.W.W.A. Standards, prior to use.
3. The static water pressure is -96 P-s-i- to /00 P.S.i..
4. Legend:
Indicates 6"(12 Ga.) steel, cement lined, 40 lb. felt
wrapped pipe.
Indicates existing water main.
Indicates gate valve and valve box assembly.
Indicates fire hydrant assembly.
Indicates I" water servire connection to bc
-istalled.
Indic�,tes 211 bl4woff assembly.
5. Fire hydrant installations shall conform to Standard Drawings 310 and 311
of the Road Department Standard Specifications.
GENERAL NOTES
1. All work shall be done in accordance with these plans and the 1966 Standard Specifications o� tile
County of San Bernard5no.
2. BENCH MARK - Found 60 penny spike in West side of P.P. No, 469266E on S.E, corner of Baker a
Arrow, Elevation: 1200.24 per San Bernardino County Road Department
Bench Mark
3. Street markers per San Bernardino County Standard No. 303 a 303A shall be constructed at each
intersec tion.
4. All pipe 'ines or substructures of any kind and telephone or power pols, -Nater meters, valves,
hydranis,-etc. shown or not shown on these plans within the limlts of this subdivision or in
adjacent areas i,/here improvement work is to be done shall be removed or relocated as required at
no cost to the San Bernardino County Road Department.
5. .- 4-4- -r construction, trench backfill and all subgrades sha77 k.
Administration Divis:..� aiw��, e artment t approva pr ase
����cing.
6. The responsibilitY o snt in connection
, f ad'justing manhole covers, pavi; ig repair and paving replacem
w ith subdivision sewer line inst ility of the owner, and shall be
allations will be the responsib
acconplished in ccopliance with Ordinance No, 815.
When curb depressions are provided for driveways, -complete driveway construction will be reqaired
in accordance with Count- Road Department Stanuard Drawiiig No. 128 land related specifications.
8, Any contractor performing work on this project shall familiarize himself with the site and shall
be solely responsible for any damage to existing facilities resulting directly or indirectly from
hi.; c;%r�tions, whether.or not such facilities are shown on these plans.
9. .5had�no on strect plans indicates A.C. Pavement to be installed.
10. A permit will be required from the San Bernardino County Road Departmen,; prior to any encroachment
or construction within the San Bernardino County easeTents or rights -of -way.
il. When the roadbed has been graded to the approximate elevation and cross section, all rocks and
lumps of earth over 2 1/2 inches in size and other unsuitable materials shall be removed from the
upper 6 inches of the roadbed and di,posed of. in lieu of the above requiremnt, the Contractor
may furnish as an alternate 2 112 inches of Class 2AB as a cover upon which to prepare the subgrade,
12. At the completion of paving a Material Report shall be submitted to the Contyacts Engineer of the
San Bernardino County Road Department listing all tests or determina%-ins comp.Zeted to verify
stability, oil content --tt�d screen analysis of Asphalt Surfacing.
13. Road Department approval does not include water system,and estimate of quantities.
14. Sub--gra4e stakes, driven to the pavement sub -grade elevation; shall be set by the contractor or
ergineer. The stakes shall be set at all hinge, edge of paverilent and crown points within 0.01 foot
of sub -grade elevation and at not more than 50 foot intervals, Additicnal stakes may ue needed at
wz�rped or vertical ve areas. Sub -grade stakes sha.77 be in place prior to paving to permit spot
checking of sub-graFe by inspection personnel.
15, Adeqiiate stakes shall be set by the engineer to enable the contractor to construct the work to the
plan grades.
16. All sewer and water mains and laterals shall be constructed to each individual lot,, prior +o paving.
17. At the completion of. paving a waterials report shall be submitted to Me Contracts Engineer of the
Sa,;i &ernardino County Road Department listing all tests or determinations completed to verify:
a) Stability, oil content, and sieve analysis of asphalt surfacing.
b) R-value, sieve analysis and sand equivalent of aggregate bases.
18. Compaction test., - embankment constru . ction, trench backfill, comparting original ground, and all
sub -grades shall be performed at no cost to San Bernardino Gounty� County Standard Specifications
SectLr)n 19d shall be super-seded to read, "The relative compaction of the layer 0.5 feet to 1 5
feet below the grading plane shall be 90 percent in lieu of the 95 percent compaction required to
a minimum of 2.5 feet below finished grade in State Standard Specifications Section 19-5.03." A
written report with these compaction tests shall be submitted to the Cortracts Administration Div-
ision of the County Rcad Department for -oproval, prior to placement of base materials andlor
surfacing.
FOR ESTIMATE OF QUANTITIES
SEE SHEET NO 5
DW&-V40. 50S
OCIATED ENGINEERS VIELD 800KREF
ASS
TRACT NO. 8578
316 FAST "E" STREET
ONTAF�','D,CAI, IF, D17E.4 kAL NOTES, QLJANTITiES
GENE
714-
72-29
DEX MAP & WATER SYSTE
01 IN
4
A7- R r, C.. CUCAMONGA DISTRICT
DATE
41r) X
R E D U C E D P'L A WS.
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PROFILE
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19 20 22 23 24 25 26 27
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TYPICAL SECTION- ARROW ROUTE
horiz ./"- /0,
scm/c: verl, /"= 4'
AS SOCIATE , 0 ENGINEERS
316 rAST "E" STREET
FIELD BOOKREF
COUNTY OF SAN BERNARDINO
E N T
ROAD DEPARTMr
IMPROWMENT PLAN'
TRACT NO. 8578
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ROAD NO
ONTARiO, CAL 'I F, 91764
714-986-5818
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MARK. REVISIONS i
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REDUCED PLANS
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5 INCHES ON ORIGINAL PLANIA
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REDUCED PLANS
3 INCHES ON OR!GINAL Pi_AN