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GENERAL NOTES
1. All work shall be done in accordance with these plans -and the 1966 Standard Specifications
of the County of San Bernardino. -
2. Street markers per San Bernardino County Standard No. 303 $ 303A shall be constructed at
ins/o// 4'"Servica CenneCbbr7 r Exisf- 4""C-ler each intersection.
This certifies that in July, 1972, I prepared the plans of a domestic Mater system (reioco% Yrorn T. 79(oB r C.C-W0. requirernenfs)
for Tract No. 7970 and that they meet the requirements of the California Section of /o EX�sf. Irr,9vfibr7 oir7, 3. All pipelines or (Substructures of any kind-and telephone or power poles, Mater meters,
the American Water Works Association Standards and the San Bernardino County Stand- valves, hydrants, etc. , shown or not shown on these plans within the limits of this sub-
ards for minimum requirements for safe practice in the production and distribution /�sfoi/ e/ow o{f division or in adjacent areas where improvement work is to be done shall be removed or
of water for domestic use. - X% Tmq: ' 455e"'b�' • relocated as required at no cost to the San Bernardino County Road Department.
Mo,n /o Eosf \ Exist P.CC 5,47/7 0�oe Ex/sf/i79 Irr1gofibn Main Ab b-- oboi7doned _
The distribution system and transmission main at the point of supply to this Tract ._ to >-- remov e. 4. At-the completion' of rough grading,-=,a vaterials report-and the proposed structural se7tim
are adequate to supply water to all sections of the Tract, in accordance with Section ��. shall be submittedby the Tract Engineer to the Subdivision Section of the San Bernardino
S21 of the above noted standards- �q � County Road Department .for review and evaluation. -Approval will be given when all structural
�9 b section requirement& have been met.
35 22 21 8 7
5. The responsibility of adjusting manhole covers, paving repair and paving replacement in
8- t t - 7 Z. bry connection with subdivision sewer line installations will be the responsibility of the
Registered Civil Engineer No, 7344 Date LJ owner, and shall be accomplished in compliance with Ordinance No. 815,
\ 6. When curb depressions are provided for driveways, complete driveway construction will be
23 �� m 20 9 6 required in accordance with County Road Department Standard Drawing No. 128 and related
1 34 specifications.
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�Q ( X 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 resulting directly
'� or indirectly from his operations, whether or not such facilities are shown on these plans.
This certifies that these plans and specifications have been reviewed by and are 1 8. Shading on streei plans indicates A.C. Pavement to be installed.
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 o 24 19 10 5 !; 9. A permit will be lrequired from the San Bernardino County Road Department prior to any
Water Laws of the State of California. 33 encroachment or construction within the San Bernardino County easements or rights-of-way.
(� 10. Road Department Approval does not include water system and estimate of quantities.
Guv , t Jl. Adequate stakes shall be set by the engineer to enable the corrtractor to construct the
Signed Title Date work to the plan grades.
Fire Protection System Approved: - 1 driven to the pavement sub-grade elevation, shall be set by the con-
Fire 12. Sub-grade stakes,
25 18 11 h 4
� `• 22• �� n L 32 tractor or engineer. The stakes shall be set at all hinge, edge of pavement and crown
-� I\ points within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals.
I, Additional stakes may be needed at warped or vertical curve areas. Sub-grade stakes
'm /O 18 7�2 p �. , 'V shall be in place prior to paving to permit spot checking of sub-grade by inspection
i t Chief Date �' personnel.
Alta Loma Fire D r c C �
W
� � J3. All sewer and water mains and laterals shall be constructed to each individual Iot, prior
0
to paving.
31 26 � � � 6 17 12 0 3 I _
14. At the completion of paving, a materials report shall be submitted to the Contracts Eng
( � , ineer of the San Bernardino County Road Department listing all tests or determinations
n o n completed to verify."
h (a) R-valule, sieve analysis and sand equivalent of aggregate bases.
Ij
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(b) Stability, oil content and sieve analysis of asphalt surfacing.
30 27 h
Q s1 g �' s, 16 13 2 15. When the roadbed has been graded to the approximate elevation and cross section, all rocks
2� • d' N and lumps of earth over 2 1/2 inches in size and other unsuitable materials shall be re-
Q I ' 4e' r 1� moved from the upper 6 inches of the roadbed and disposed of. In lieu of the above
NATER SYSTEM NOTES '�� �Z requirement, the Contractor may furnish as an alternate 2 1/2 inches of Class 2AB as a
(� cover upon which to prepare the subgrade.
n
I.. e entirewater stem shall conform to the specifications and requirements of the ^ o Old 16. Compaction tests of embankment construction, trench backfill, compacting original ground,
�°� ° o ; ' Z and all sub-grades shall be performed at no cost to San Bernardino County. County Standard
Cucamonga County Water District. 29 28 h I5 14 I IIS Specifications Section 19d shall be superseded to read, "The relative compaction of the
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2. All water mains shall be installed with 30" min, cover and shall be flushed and ' w E /`�+ �T < layer 0.5 feet to 1 .5 feet below the grading plane shall be 90 percent in lieu of the 95
disinfected per A.W.W.A. Standards, prior to use. �� 90.8/" 8a.e�' L__ tie,Bs• ��, 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 sub-
c sh a �,, mitted to the Contracts Administration Division of the County Road Department for approval,
3. The static -water pressure is 100 p.s.i. _ _ _ _
ORANGE b '0 ' - -%s�i/ G"ale Varve. /ns-1o// G••Gvfe Val✓& STREET G7�•/O' /sg 44' ' prior to placement of base materials and/or surfacing.
4. Fire hydrant installations shall conform to standard drawings 310 and 311 of the - :4 T
Road Department Standard Specifications and Cucamonga County Water District's J in5foii iz"Y✓o><e� ,�w;r, (ib9o.� __
Typical Fire Hydrant Assembly Detail. WATER SYSTEM
5. Legend: see Oefv.% 54'
SCALE I"• 60'
Indicates steel (gage as noted), cement Iined, 40 Ib. felt wrapped pipe.
I .9TT WA_TE OF 0UAA/TI TIES
----- Indicates existing water main.
BENCH MARK: 'Of"IPTION Q11MTI UNIT RFMARK,9
J t OAN•IAN STREET EET �t :..... _ ....- •-.-. ..e_ _....---
--�- Indicates gate valve and valve box assembly. Rock Pie
1, Clearing $ Site Preparation Lump Sum L.S. Incl. Misc. Removals ( _
County Surveyor's B.M. 2, Excavation 8� Grading _ imp •S
Com--- Indicates fire hydrant -assembly. Lead and Tack at the Centerline 3. Pavement Removal. ._ 167
of Base Line and Carnelian Street.
_,_.
4. 0.20' Thick A.C. Pavement - 641,700
Indicates 1" water service connection to be installed. C.S.F.B. 273/24. U.S.G.S. Datum. '
5. P.C.C. Curb-S Gutter 3.394 L.F.
�----- n
6. Curb Only
/2"W6+r Moira (/090•) _ Elevation: 1447.50 '' - - • P.C.C.- y -- 157 L.F.
e'f-/onge w�i�/� /¢ TRACT 7. , P.C.C. Sidewalk
Bind
)c 79 (� '¢'Gale lro/vC TENT. TRACT TRACT B. _ P.C.C. ..Cross-Gutter $ Sp 15 133 Elr1V
• N 0. TRACT ' _ __.:._._ __
Spandrel . ....
DETAIL "All
7970 N0. 7969 N0. N0. I 9., �•
N A.C. Dike ---.- _
7 9 s e 7 9 6 7 10. Street Name Signs
ORANGE ' Nk CONSTRUCTION ION B. M. �
6-91
NO SCO/Q STREET •�`
s
Adjust Manholes to Grade ' _ ... __
E Railroad Spike on East Side of _12. ._ Adjust Cleanouts to Grade - --. _ .2 _ _.�.
Jasper Street in Tamarisk Tree, 13. Driveway Aprons _ _ -� F _ _-Sidewalk Portioa_ot rive
Wd yS y
75 feet South of the Centerline 14. _ ; Street Trees
of Orange Street .
Signs on 4'X4",per„o% Posf
N A T E R S Y S T E M Elevation: 1663 90 - - -
a 1 '
NrNETEfRTN
STREET
r -
1 • 12" Water Line 1,534 L.F.
VICINITY MAP
- - SCALE 1". 1000' -
672 _
2. 8" Water line _ _. L.F.
_ 3. 6" Water Line '
1, !15 L.F. .
_. _4. 12" Gate Valve 1 A. _ _ . . A { E" STREET 316 EAST "E' STREET
5. _. , 8" Gate Valve _ 1 E,q
6. 6 ONTARIO, CALIF 91764 _ TRACT O �t
" Gate Valve 5 _ s N ��
EA _ -
714 -986- 5818
o r, _ _,r� . ."4t' Gate Valve _ .._ . - _ _. _ _ _ . 1 - - FA. f See Detail "A" - .__ .: _ � VERAQUANTITIES, •...._ _ . .-__ _ . .._
F
A. G
�J,.�u•�•tJ�iY rr•�•n S �
- 8• -- 4" Service Connection $ ReIocate Exist, 4" Meter - � _.-_1 EA; -
-
s
_ 9. __.�_ < Fire Hydrant Assembly __ .6 FA. _ _ _ . . _ �- t IN DE P AND WATER SYSTEM -101
- .. -
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SAPPHIRE STREET
TYPICAL SECTIONk.
SAPPHIRE STREET a I. ��-. 4 N �; k
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Added Const. JUofes 7b lPemo ve
12 , ROAD DEPARTMENT
316 EAST [ " STREET 0 l
• �f/on df' i4s Builf"`A �'Oike /Z-Ib-73 �- . 1
ONTARIO, CAt. I F, 9NO
176 4 std e 3 TRAC 70
9 Y,.` a� AF'F'ROVEU T N
714-986- 5818 ;)town B �
/1 SAPPHIRE STREET
o; >ecked By Ct. ASS1 R'
• I 7I-101
Recm,nsnded BY
RK RE'V'StONS APF'R i DATE: uN ��
0 TY N BEER
ALA LOMA DISTRof
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TYPICAL SECTION
ORANGE STREET
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A •1 U Et�U1NE � Ur yt� � R ; ,t� � : iI: F' '.. )V'
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3i6 FAST E STREET CAI 9� _
� , ,, � �� ROAD DESA MENT
TRACT' f ' 7 970r1 "�
ONTAR10, CAl_i F, 9176 Y {
714-986- 5818
°` ORANGE STREET 71 -101
m•n t y
LTA OM DISTRICT R t f y QHS Q -.. OUR'Y EN^ N CR 1tF � ..
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TYPICAL SECTION
CITRINE STREET
DWI
`• -F -
ASS0 IATE� D ENGINEERS FIELD BGOKRE F. COUNTY OF SAN BERNA DINO IMI:` ROVEMENT F' �AN S �
3► F E,ASir „ESTREET _ _-- -_____. ROAD DEPARTMENT
T NO .• 7970 PnAD N
ONTARIO, CALIF, 917f>4 - •
• � � Dts�QntO By��_ /7 2 gt>fY r7 � �Y
n.r.
4.
714-986- 5 818 s _— Drawn By
c►,t�tRe By
CITRINE STREET -€ O _
101
lr _
DATE MPRK RF VESIONS A�"';D�?E _ . our �- k:.rR A LTA L O M A DISTRICT ��E-'•T 4 _ 5
0
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4444
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1670
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TYPICAL SECTION
VIA p SERENA
�C
� HO
"f g
ASSOC,IAiLD ENGiNE E RS
316 FAST "E, S T ~ E' E' 1* --- ROAD
L AEN T RO r) RioONTARIO, CALIF, 91764 .
'
TRACT NO. 7970
714 -96 - 5813 A own B
_ , # -._ _ .— y '"° • �.�.� ��� �i� VIA SERENA )LE h,d
71- 101
PK! � En_ce �, ALTA LOMA DISTRICT Y
.. ' FSK! R StC�h'S qs =a!pt t �- �r
C�ATf ---- _ COUNTY .F h£f _""___. r A T 5
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