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GENERAL NOTES
Compaction tests of embaOman t can strurtIon, trench backfill, compaeting orIiInal
ground, and all sub-grades shall be performed at no cost to San Bernardino County.
C County Standard Specifications Section 19d shall be superseded to read, 'The relative
I a N - compaction of the layer 0.5 feet to 1.b feet below the grading plane shall be 90 percent
Existing 10" Water Main '
•- in lieu of the 95 percent compaction required to a Minimum of 2.5 feet below finished
X
Existing 10" Water Main to be Abandoned to be Cut & Welded Closed W Existing 10" Water irbin grade in State Standard Specifications Section 19-5.03". A written report with these
by Others f to Remain in Service Road
aDepartmenttests
for aapprll ovajbmitted to the Contracts Administration Division of the County
2 A v BENCH MARK NQ.. A'�162 f. All work shall be done in accordance with these plans and the 1966 Standard
7 Specifications of the County of San Bernardino.
110 h
1514 I
Chis: box on curb return on Archibald :� Street markers per San Bernardino County Std. No. .8 303A shall be constructed
instbl1 -12" B vi ff Assembly Ave. at the S.W. corner of Church St.i at each intersection. r
and Archibald Ave.
Elevation 1273..302 4. A 1 1 pipelines or substructures of any kind and telephone or power poles, water
UtE: Elevation 1273.23 on these plans
��•4!`- —X39 - �Z1 � meter:, valves, hydrants, etc. , shown or not shown on these plans within the
Z limits of this subdivision or in adjacent areas where improvement work is to
30 /� ��\ 27 16 h `,, t3 2 h W CONSTRUCTION B. M. be done shall be removed or relocated as required at no cost to the San
hA �� Bernardino County Road Department.
• W _ Q Conc. nail in top of North curb of
7 Candlewood St . , 8.' West of tract ;.
I ' Z I I boundary. a+g - ►-* -4."t+ n-€-
� 1
v, Elevation 1288.71Ecounty Need popariti%944
a
N 0 _ h Q h O ;r The responsibility of adjusting manhole covers, paving repair and paving replace-
31 ti r Q 17 ^ 3 0. , o' ^ '12 3 -`p ^ ment in connection with subdivision sewer line installations will be the responsibility
26 i2 8' 16' /2 _ of the owner, and she] l be accompl fi shed in comp] lance with Ordinance Mo.. VS.
v
I169 i ASE LINE r When curb depressions are provided for driveways, complete driveway construction
Z I U_ will be required In accordance with County Road Department Standard Drawing No.
I W I �+
128 and related specifications.
32 1 < 18 4
W I I
2 5 ° 1144
�p sD C S. 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-
1 t3
I + I suiting directly or indirectly from his operations, whether or not such facilities
I care shown on these plans.
I f I a
4) 8 7
Shading on street plana indicates R.t. Pavement to be installed.
of p
p I
33 8 ; b
24 19 ^ \? 10 �5 ^ ��, 2' , 10, A permit will be required from the San Bernardino County Road Department prior to
Z b •�_ 0
co �` I any encroachment or construction within the San Bernardino County easements or
I L� L.. _ C _
I O I D rights-of-way.
V -- -- 1t•. Road Department approval does not Include water system and estimate of quantities.
N Z ( 4- (n .. >T J 12. . Adequate stakes shall be set by the engineer to enable the contractor to construct
(
I C s) C Q- v , C
•� — �) `V C - + Q`G the work to the plan grades.
34 23 20 9 6 lk
S t� W " o
W b b n x t j NO•� IS. . Sub-grade stakes, driven to the pavement sub-grade elevation, shall be set by the
_ I I Q W .. A p �t
I Z $ contractor or engineer. The stakes shall be set at all hinge, edge of pavement
— _ _ _ and crown points within 0.0/ foot of sub-grade elevation and at not more than
U) S�'•- 5 0 9 10 50 foot intervals. Additional stakes may be needed at warped or vertical curve
C Jareas. Sub-grade stakes shall be in place prior to paving to permit spot checking
I
aO Q _J I of sub-grade by inspection personnel .
35 n n
�I 2 2 2 1 4h 8 7 h I 14. . All sewer and water mains and laterals shall be constructed to each individual
I a lot, prior to paving.
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67.93' � �� B//7� ` `% � `k CHURCH STREET 15• . dAt the completion of paving, a materials report shall be submitted to the
m �/.23 8117' 3
r Contracts Engineer of the San Bernardino County Road Department listing all tests
ti I or determinations completed to verify.'
CANDLEWO IOD Install 6" Gate Valve o VICINiTY MAP (a) R-value, sieve analysis and sand equivalent of
STREET,
I n s t a I I 10" Water a i n - - _ - - Instal I scale I"= 500' aggregate bases.
` 10" Gate Valve
—� 65.56' 66.¢5' � (b) Stability, oil content and sieve analysis of asphalt
70.3 I Join Exist .
surfacing.
fir'
7//01 71'10' 71-'10' 7i io' si 9B' Water Mai n
Join Exist . Water MainL 1i. When the roadbed has been graded to the approximate elevation and cross section, all
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S E E S L E T 0 . 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 disposed of. In lieu of
MATER SYSTEM NOTES
I the above requirement, the Contractor may furnish as an alternate 2 1 /2 inches of
ristaII F ire Hydrant Assembly Class 2AB as a cover upon which to prepare the subgrade.
1 . The entire water System shall eon-form to the Specifications and requirements
i
36 37 38 39 40 41 42 43 44 of the Cucamonga County water District. .
I 2. All water mains shall be installed with 30' min. cover and shall be flushed }
and disinfected per A.W.W.A. Standards, prior to use
V�` ` „
S. The static water pressure is 50 P. s. I. l r - , r"� '�? _ 1. !
— � e .
Clearing & Site Preparation i Lump Sum ; L.S. InFludes Misc. Removals
WATER SYSTEM AN D INDEX MAP -
�4. Fire hydrant Installations shall conform to standard drawings St0 and S11 of Excavation and Grading C Y,;
• _._�__ ___.�� . _ _ _ _ __._ __� � .10, 191 _ I _.-_ -Includes Lot g
the Road Dept. Standard Specifications. i Grading
n
SCALE 1 = 50 3. _1 ._Pavement Removal
-
ts certifies that In _ JUrte , t972, 1 prepared the plans of domestic water system ` - - -
__. 4,340
Th
for Tract No. 8440 and they meet the requirements of the California Section of the American S. Legend. - _- - Q• 17' -Thick A.C.A,C, Pavement 7 ,200 i S.E.
Mater Works Association Standards and the San Bernardino County Standards for minimum -- -- - P.C.C.- �UCb & Gutter
_ 3 480 l L.F 1 }-__._.__. ._ _
requirements for safe practice in the production and distribution of water for domestic use. _._.6•__ P.C.C. CUrb Only a ._s _ _ {
q �— Indicates (12 8a.) steel . cement lined, 40 lb. felt wrapped pipe. - _� 186 ! _ L.F. _
_7. P.C.C. Sidewalk _ _L 16 ,060 S.FJ
i I`ncJ.. Sidewalk Portion of
The distribution system and transmission malrt at the point of supply to this Tract are y
Indicates existing water main.
- —
all sections of the Tract, in accordance with Section 321 of 13
-Driveways
adequate to suppl water to - -} -Y- _ _ - '-" � ._
y I --8 P.C.G. driveway Aprons
6,620 S.F. ExcVe S walk o ton a
the above noted standards. Driveways
A indicates gate valve and valve box assesrbly.
fide P rt • f'
Dri a s #
_._P.C.C._Cross _- Gutter and Spandrel 1 ,480 S.F. `
r
This certifies that these plana and specifications Indicates fire hydrant aasemb]y. 10, i A. C. Dike
52L.F.
7- to--12
have been reviewed by and are hereby approved by the Cl ea ranee Morkers _
Registered Civil Engineer No. 7344
Date ------• Indicates I" water service connection to be installed. _ _
_ - _4 - - 3 EA. _
•. . �._ I � � -
Cucamonga County Water District and this company is 12. _Standard Barricode EA,
_
13 i - Street Name Signs __ 3 EA.
willing and able to supply water to every lot In this
_. .._
14, _._ , Adjust Man Ho I es to Grade _ _ _ 3 _ EA. _.-
Tract In accordance with the Pure Water Laws of the
_15 _1 _ Adjust Clean Outs to Grade 1- EA
16 . _
State of California. a
,
—0.40'
_.
G.40' Thick _ .Glass 2 Aggregate Base 71,200 _S.
-
F,.
Signed� r a Tale Date
611_ Water Mo i n _ _ _ 945 . __I- L•.F !_ ... -__ __ ..... ���.__.. . .__. __. . . _ _..
2 I0"_ Water Main .____ 677 _, L.F.. . - _ --___.__ _ - .--� __ fire Protection System Approves
__� _. -.__.ss__.._ . _ _ _.___ _ ...
ate
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3, K:. _._310 _.Gate _Va e ___ �..__ �._. .�_.._._..�. .� _ _ k-
R egg F iLLD BOOK R" F. : I ii tt g� . ;�iia�DI g t_ leo {z ;
4 6 Gate Va I ves EA
-- _. _ _ _ .. ,..
. CCtrIAE [ ENIPE F _ _
5 _ 1 r v n t _-. __ _ _ _ 44 f EA _
-MPNT
w_ ._-.. _
Se i ce Co nee i on _ _ - _ __... 7.i�,� 7��0 `7 .�. i f= AST E T Ft E E T - s __ _ _- .. _ _ d PAI T Q
4
6. 6 F re Hydrant Assemblies _� _. __. - -� -__._-� _ __ _ ..
Y �_ �--__�_. .�.___ / r� rAl�I Gt�l_.1 �: �I7#. � _ __ -__ .., - � � 4
j t Cucamonga Fire District Date , s ) c7r7;Es ;- �1. E
_ _ _
GENERAL NOT QUA NTiTI
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i Fire Marshall 71 F ', 5' 18 oras €: ES, ES
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:► t is y aft INDEX MAP 8, WATER SYSTEM q0 . 501
REVISIONS Q,�,,i Q L �o ��_ our;Y��� ��_..�_ U-�� CUCAMONGA DISTRICT ��f� � � _1 of __ 4
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Apr Slopes vakiEs� Futurr //npraverrrents .•
Const RC.0 s7dewalk xis .p�rr/t ./o/r> e,xisfiny pavement with 4'A- C. feather- .--.- _ _ .
er Std. No. /09 C'onsf. O.rT'fi'�,ck :4C rncn� over
P _- o-ao'th�ck Coss e . g_grtr -- ease _ *AS Ii1tL LOCA`T ItR F I
tSee wAs 8u1It" De�aii
ConSf RCC. curb �yufter per Std- No. //5
IDEWALK ON RAMONA AVENUE1. -
At Right )
TYPI CAL SECTION RAMONA ' A VENUE
- -- --- --- --- _
Scabs: Horiz• I" 4' '
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FIELD BOOK RLF. COU Y Uf SAN BE RN/?RDINO W. U No.
ASSOCIA7 � 0 ENGINEERS A P IMPROVEMENT PLANS 1 .
. 316 EAST "E" STREET ROAD DE ARTMENT TRACT N0. 8440 ��� No- .
• ONTAR 10� Ir , CtA�LI F, 91764 Designed By RDanie/s ARPQOVED BY I
714-986- 5E.18 DrawnO RAMON� �►VEN V E FILE N0.
73/7� .4dcico' As 6vi/ S�o�wo/.F t�;.�7 3 *1tJ_W.t' l1 �1E I
I Loeofron aocEnq�S. p+e^ked -y Q. &.4-A,Y As ' ti M 1 - _ _ _ Dai. ��++
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MARK GATE T DESCRIPTION REVISED BY APPROVED BY y f Rfcc+mmrdfdBy �V��MO NV� DISTRICT �•-5 0`---
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V _ c f A« pi4�E MARK REVIStt}tdS APPR DATE auly N N R
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. = s1 .TI� I it z9 el 4. = ai.�u1� I I II ' _. , = at.a9� = a1. 1� I � i - 0
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�Sr co we/ '' S .Py. See G rQa ti ott p e o I I 14 Qs'c� II I I 'f
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Consf RCC siOLFWAt COnst. PCC Curb 1 uffe'r er- Std No. !/5 Pcr- Std. Mo./09/ 109b - - -_ - •�, f y r
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r SM A/o. l09 /090. Y P &9 55*E . -P ���19� 4o-'* •f� F.V f . I . ,.... .. . ..•
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barricade. 6 U Const k P.C.C. Si Ik per '� Ce.RTN.9ATA
grade Adjust M.H. to q ade R = 20► I f
Adjust M. t Std. 109 b I 0 a = �9° s3' �' "
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Plan for :%: I '
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ASSOCIATED ENGINEERS FIELD BOOK REF. COUN1 Y OF SAN BE=>RrNARDIN0 IMPF2OVE MEN1 PLANS w o. N0'
316 EAST "E11 STREET ROAD DEPARTMENT TRACT N0. 8440 ROAD N0. it
- ONTARIO, CALIF., 91764 Designed By R Do/ ie/J AN"ROVED BY ; .4
. o 714-986- 5818 Drawn 91 �1 P.�ih -,.,t, ,, CAN DLEWOOD' STREET FILL NO. , , .
I UM f R DATE. ' - Checked Gr S� K\ , , r IWCIN : :.�_,
�_. A CUCAMONGA DISTRICTDv*sNo:, 50T.-.l .
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R = 62' R = 38'
e = 36° SP, 11" e = 253° 23"
.{ L = 39.90' L = 168.29'
- T = 17.70' ;
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W o W III e = 90° 50, 20" }
III Const. P.C.Q. Sidewalk per St . lam, t0'9 & 1690 -Z I I) h 'a L = 31.71' b
_ Const. P.C.C. Sidewalk per n ��s
h II J .� t - 20.29 b Std. No. 109 109a
I I I Add ust M. H. to G fi
37
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11 II f`.2 I Pio S/T O AVENUE G Ba r Std No. 505 .5050 �� �''. ti Const. P.C.C. wrb 8 gutter ,�9 �3 '� �'��' a Afjust C.O.
lV O�/2',5" W �+' I 0�fy N o'/2"-55"Wner Std.No.
• ���. ;,. � `' Const. Q,iT' Thick A.C. Ptaverr�ent—� Const. P.C.C. Curb 8 Gutter . 939 �I a�•�',� V 115 c� h� � �'�• h to �*
I I II I �F On 0.40' Thick Class 2 to Base per Std. W. 115 I'y , LONDON AVENUE .f �
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\rConst . P.C.C . S i dewa I k per Std. No. 109 8 109a rG1NoC1" I II k 1 J b h Curb Curve Data 2B
�� '�, Curb Ret. Data 0 R = 62' .b ,
Const . P.C.C. e.8
R = 20' C C. idewtatk e = 36° S1' ►2"
r per Std. No. 1 9 8 1090 L = 39.90'
( ( II I a 83� rr' T = 17.70'
J I I III � 0 L = 29.18 N
I I II O II n 8 9 /0 /! /2 I3 /4 I ll o T - 17.88'
Adjust At. . to grade
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I I II it °�� Orb Ret. Qata � 39 ( �I � °�° I I � 22 23 24 25 26 27
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= 31.39' 51 5'
� L 1.8' 18' 12' 25 Y
c� T = 19.97'
0.5' 4' 7.5' 6' 12' 12' 6' 7.5' 4' 0.5' !2' 18' l8' 12'
0pai, .5' �� 4, 7.5' 6' IY' 12' -6' 7.5' 4'
See Grading Plan It I See Grading Pian fbr Slops See Grade Plan
I See Grading Plan
for Slopes :1,,.'.1 --� � jr _-- ob•
.a�F �3 0 a -F 5 4 for Slopes ��. %� c —' ' z" i l for Slopes
Const. P.C.C. Sidewalk Const. P.C.C. Sidewalk
Per Std. No. 109 a 109a Const. .IT' Thick A.C. FaVenent
�' Const. P.C.C. Sidewalk oma- erg S�—
Q Per Std. No. 109 8; 109a Per Std. No. I09 & J09a Const. P.C.C. Sidewalk
On 0.40' Th ick Class 2 Aggregate Bas
Per Std. No. 109 & 109a
Const. P.C.C. Curb 8 Cutter Per Std. No. 115 Const. P.C.C. Curb8 &iter Per Std. Mo. 115
Const. O. IT' Thick A.C. Pavement on 0.47' Thick Class 2 Aggregate Base.
T YP ICM L SECTION — PA SI TO AVENUE TYP ICA L SEC TION LONDON AVENUE s-
} HOR/Z. /"w 40 • ,, HOR/Z. /'= 40'
SCALES: VER T• /" 41 x SCALES ,
,VER T• / r 4
AS:rOCIA`� E D ENGINEERS MELD BOOK RE F. COUNTY Of: SAN Lei I�NI�,F'�irvo IMPROV: MEN-I PLANS '" ° NO.
316 EAST "E" STREET --- ROAD DEPARTMENT TRACT NO. 8440
ROAD No.
ONTARIO, CALI F, 91764 �eB;v;,ea By R Daniels t-FItOVED BY
714-986- 5818
Draw By
PASITO AVENUE
FI'L"F flid. r
lcho0vi By q. -.,,� _ .,M =, ,. 4 oAI LO N DON AVENUE
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I. RCE 7344
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