HomeMy WebLinkAbout454,
This certifies that in /t/ole, 1972, I prepared the plans
i
of domestic water system for Tract No. 7292 and they meet the (.`
/ tit
requirements of the California Section of the American Water
Works Association Standards and the San Bernardino County 17[WL ,- ; �./ /*
Standards for minimum requirements for safe practice in the
production and distribution of water for domestic use. 1• Clearing and. Site Preparation Lump Sum L.S. (Includes Misc. Removals)
2, Excavation and Grading Lump Sum C..Y.
The distribution system and transmission main at the point of _ 3.. _ 0.33' Thick Base Material 8, 170 S.F.
supply to this Tract are adequate to supply water to all sec- _ .4. 0.50' Thick Base Material 25, 180 S.F.
tions of the Tract, in accordance with Section S 21 of the 5. 0.90' Thick Base Material 2,610 S.F.
above noted standards. 6, 0,20' Thickness Asphaltic Concrete 33,350 S.F.
_ 7. 0.25' Thickness Asphaltic Concrete 2,610 S.F.
8. Variable Thickness Asphaltic Concrete Overlay /, 100S.F.
Registered Civil Engineer No. 7344 Date
9. P.C.C. Curb 8 Gutter 1,965 L.F.
10. P.C.C. Sidewalk 7,990 S.F.
v 1.1. #. ' P.C.C. Driveway Aprons 4,000 -_
" S.F.
12. ? 6' Concrete Block Wall 575 L.F. See Grading Plan
13, 6' Concrete Block Wall (4' Structural) 420 L.F. See Grading Plan
_ This certifies that these plans and specifications have been 14, Street Name Signs 1 Each
reviewed by and are hereby approved by the Cucamonga County Water 15, Adjust Manholes to Grade 3 Each
_ _
Water District and this company is willing and able to supply I
P towater every
ttin hccordance with the Pure
Water LawsheState of California
'
-
Q -
., z lnfi
Signed Title Date
2 GENERAL NOTES
Fire Protection System Approved /al2gl7�2 f, All work shall be done in accordance with these plans and the 1966 Standard Specifications
of the County of San Bernardino.
;+ Fire arshall, Cucamonga Fire District 2. Street markers per San Bernardino County Std. No. 303 a 303A shall be constructed at each
intersection.
5=*
• r-
N 3. All pipelines or substructures of any kind and telephone or power poles, water meters, valves,
4 4� a 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
y,49' opo coy,✓E-cr ruE,r�r��Moiv at no cost to the San Bernardino County Road Department.'' WATER SYSTEM NOTES
4. c ion t sts of ankment co str coon, .tre ch back f 11, c actin gi aI ound and aI1 sclh-g� des
-hal be pe eformed a{ n� ost o .5an Bernardino Ggountty. bountty ttandargdIrpicIficatiqns S coon 79d shahdr T�i h 0.5 f Ie erse ed to ead, r ative compaction .of t e layer eet toett be tie grading plane shall
'` ! . The entire water system shall conform to the Specifications and a erse t ir� le of tie pezcentt c cio requires to a mir�2 m o1 2. feet . Iow fine h d rade in
2p tat andnard Sp lMications a tion .19-98J writ en part wit these compagtion .tests s jag! bqe su tted
��- f the Cucamonga Count Water District to t�iq ontracts ,�dm nistration �ivision of the County oadr�epartment for approval, prior to placement otbase
-_ requirements o 9 Y materia�s and/or sur acing.
�C x.
� 5. The responsibility of adjusting manhole covers, paving repair and paving replacement in
2. All water mains shall be installed with 30" min. cover and shall connection with subdivision sewer line installations will be the responsibility of the
6 �ti d 19 be flushed and disinfected per A.W.W.A. Standards, prior to use. owner, and shall be accomplished in compliance with Ordinance No. 815.
.3. The static water pressure is 130 p.s.•i.
6. When curb depressions are provided for driveways, complete driveway construction will be
T 4. Legend: required in accordance with County Road Department Standard Drawing No. 128 and related
ZJ �� ►e specifications.
Indicates 6" (12 ga. ) steel, cement lined, 401b. felt
•x �/ k� wrapped pipe 7. Any contractor performing work on this project shall familiarize himself with the site and
�j shall be solely responsible for any damage to existing facilities resulting directly or
Indicates existing water main.
6 indirectly from his operations, whether or not such facilities are shown on these plans.
11` 17 21
® Indicates 6" Gate Valve 8 Valve Box Assembly. 8. Shading on street plans indicates A,C. Pavement to be installed.
-0 Indicates fire hydrant assembly (6" x 4" x 2 1/2") 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.
9 1s
• Indicates 1" water service connection to be installed.
22 0 Indicates 2" blowoff assembly.
"� Q rJ�tcr'elovvrf�ssa�scy
j� Q
• �*13t1ad -#,�-__.__ _.. _-J _..-Iwai
10 �- 1s G G �� 5. Fire hydrant installations shall conform to standard drawings
5 A �- / -foo of the Road Dept. Std. Specifications.
o o 11 . 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
rbe 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 2A.B.
14 26 �� 23 or pre-sampled and pre-tested import or local material, free of rocks, which has at least
the minimum required "R" value on which the tract design is based.
a
�
12. Adequate stakes shall be set by the engineer to enable the contractor to construct the
Lt work to the plan grades.
L-0 �,
12 13 2s � g � 24 13. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be set by the
tnsfo/� "cote Yc�/ e -� ti contractor or engineer. The stakes shall be set at all hinge, edge of pavement and
Lt '° tf) 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
-
coN✓Ecr m�'isriy�; ,c,c4iy stakes shall be in place prior to paving to permit spot checking of sub-grade by inspec-
I LI
tion personnel.
'° ( BENCH MARK
14. AlI sewer and water mains and IateraIs shall be constructed to each individual lot, prior
� I AfflooVE¢S4LWA5 A5Xl57-C/f NBA05 BASE LINE L- to paving.
$IA1474LI A/,6W11tA96.440fSJOA1fs 0 ,.�'P chiseled dsqui-re on n{o north curb, 63'±
QP 15. Road Department approval does not include water system and estimate of quantities.
J-178)('6"X4-K.2� ) w PEPPER ST. east of N.E. curb return at the
Z .� ��" intersection of Hellman Avenue and „ ials re ort shall be submitted to the Contracts
I I > Base Line.
16. At the completion of paving, a mater p s or determinations
(D L Engineer of the San Bernardino County Road Department listing all test
�P� 0ti `� Elevation 1383.45 completed to verify."
X.
PAt ALTO TREE.._- �F 1ti Z�
QP ALDER ST. (a) R-value, sieve analysis and sand equivalent of aggregate bases.
a '/ a _- C O N S T R U C T I O NBENCH MARK (b) Stability, oil content and sieve analysis of asphalt surfacing and A.C.
WATER SYSTEM a o Z core thicknesses taken at intervals of approximately 500 feet.
_ o Chiseled square in top of North end
INDEX MAP ( ��-- J /� of headwall, West side of Hellman and
South of Pacific Electric Railway
PALO ALTO STREET tracks.
Elevation 1361.23
• �.�INt_TY MAP
= i / i ` ,
Wafer Main 870
_ I 4 . O�
6" Fire H dant Assemblies 2 Each 1nc/udes Gofe Va/ves t a
4 ? B/ow-oH` Assemb/ / EarAt _ - TRACT NO. 7 292
Service Connections 26
Each I ,
GENERAL- _ _ ._. � , ,�_ 3113 NOTES , QUANTITIES. ...`-.`
E„fl E,t
INDEX MAP 8k WATER SYSTEM 71 -94
_ __ _ ___
- - -
z' c" F'FVAS?0NS t.F '>, [}�:-; COIjR:YY N_'"i�EEit Si.Yf � ;
CUCAMONGA DISTRICT f - f $
i
71-94
't
f
40
Ex isf sur{Bce +f N. PV Ov 10 h
O - \ �
b no So a h
N on curb on Curb An Cb. Mj a h V Q -oG4y
h V C. v. C. �+ V V 14)V V./91/=36./6 V.P/. = 39.oD t /.%�8 U V V FVC V I
df/¢ � '� V Top of Norfhrvesf ectrb �
o• o iv. as.Te
tj
* V
Exist surface of it
V SCZ7' V.C. 44.0/'V,C.
58.00 V.P. J. =58.79
v
N t9 ! a b h - q
/_J6o n h O ► finish surfwce of V. /g,J.- CS.I3 Lf�eo
I
h - b a n)
o H^
A
h � �
t
h
Ad/Z d/4 d/4 �x is f. aur{ace of se. RJW
63.03' CA Z' b
-o-2 y
on c urb on curb tj
d c
f V, P, /. =58.4/ vU
rop o{ Curb
SCO V
w• o a/z v c /360 i
V. P/ •cs./g .S.
,F
v �
t In
PR OR LE
SCALEHORIZ 1:: = 4;-"
S VERT 1 - a ,
6 6 T B 9 10 11 12
P L A, N
SM.-E i`'=40
NNI curb curve &RAW
/9.50'
iP=
Z,00, T=9-.631 NYY/y. curb curve dPtP
d = 46.47'45" 1-=/5 a.3/'
R= !83.54 T=83.21'
v c
wW/y. curb curve drpt'a .T 6 54 3 -
ds105" 07'50 L=106.4.2' 10 91 9 8 e s
' ,e se.oo• t, h
4 ' Bonet` 4" hick PCC const` P curb putter 2 E�
V e r Std. //5
sidervi/k p r Sf d. /09 P
/726' D 7/9B' SG OS-
- Cd 50' 7.2 So 72.do' 172.50' TZ.50
NJ•Yly, curb curve d.vfa
16S45135-47- L=49,.!4' ��'
�usf M.t! 1b surf�e � � STREET � ( � 01 �
PEPPER , e NQ/'z�is"E d=srd'��•4J- to
12
80A - - const O.eO' A.C. pavement b % �, `� sC
�a9 on o, 5 c%ss II A. 8 �s s.� cQ- (�, nt
" �o .0
2
Z P—`�C 4 80 7Z.5a' 72.50' 72, :FO'
d`y • ti� 4 G2.49' 7,2.SO' �
72.5 0'
b � � o '•�'�• s� � G• PCC boX - - _.
�. Q
^p� Const 4" thick PCC Bonet PCC curb utter a� ,n t
doe,Ise �' ho sio'erva/k per Std, /0.9 Per Std. //S ^ �o�T•Z, \\
* � `tie �'"6' h _. 8 19 a 20 0.ia' m,9 \\\�►
d �. •� \ a.. \\ `
0
ol
SEly. curb curve olahv 30' o1�
13 d =6J•02'.!1•• L= Gd 22• /2' /B'
08 �Q R=,;2,00' 7,56-02' p 5� 4' G' 12" /2' G' 4'
SE/y. curb curve daf�
a5 Q =49.47'45- L = /2s GS' �G
�
curb curve defe
IP\, / = .21'.29'4!" L =63.03' +�" f(P
o �f R= /cg oo' r=s�es s�o t M o' 0. o' 0 o�
�
o•oo !�a '0�o const 4"thick PCC , " ` eonsf. 4" PCC e�'o'erva//c
Const` 0.20 C. pavemen er Std. /09
o sidervr/k ,oer Std. /09 p
� o- on 0.5 c/ass L ,4 B.
�r\
a Const.' PCC curb t putter eonsf PCC curb � puffer
per Std. //s TYPICAL SECTION-PEPPER STREET per
sc�/e.• pori=. /'% /O' >` '
Ng.
A �M UVF M� Nl FLAN S
ASSOC:IA s E D ENGINEERS RS � � � �
�,� ; 'mil � r a
IM
316 FAST „E „ SIRFET ____ _ _._ _ _ _ _ ._ __- _ AD DEPAR -f MENT
- �..__._ ___ __ ___—__ ,_ 7292A1C NC
F
ONTAf��O, CAI.I F, 917f 4 -- TRACT N0. '
714 -98 - 58I8 - -- -- — a,of, KIRKWOOD AVENUE
414 IF N.
ONF' r� c PEPPER STREET
ui
�:
. P 71- 94
,
I -
.r�� REVcr'zt�'r Qr �T _ _- ��u�'�' r £ C MONGA DISTRICT '� T of
U
r
e0' v.C. 59. 81-000
%O'FCo{{ier
V. P• /, s-472e on c gleb on curb
Vtool 1.5e 7Z
I O �x%3f 8ul�a�C JOINTS - - - - - - WELDED _ C (3
U v h AN. 0.00%
b \ 2° GALVANIZED STEEL PIPE "' 9, _
t*\ / �j PAINTED WITH TWO COATS �, 1 l
h O0/ V �) V OF ALUMINUM PAINT4.
h ti ~ EXi� `FLrn (A:) 6oc./fi 'or )
O
Top of YYeat curb
•e . a
'ISSS .I' FIN. SURFACE I /37C)
V
_444;,5411/.C. P.C.C. FOOTING
V.P, /.'58,54 � •C b I• ,a
finish dur{Bce a1 L G NOTE: STD. PIPE FITTING MAY I
BO' V.C. �aQ0 � I ' EE USED IN LIEU OF f
V. P. I. =.ST./2 Q h MELDED JOINTS I I
v o o
u
v11.2-" - i Exp Ing
� v l! DIA.A, �
� � � � � HANDRAIL ° _DETAIL ,/ �,�• ,��� �1 a
SCALE: 1 2
/360 /370
rt °° y' b Exist surface st !'� v l
�3
Exiet aurfsce !
h
To of East curb
P G 0.&f % '
O b U q}
�! O j,00'• Tan. 0.00 J �1 b 0 h �_.. . •f
O � � � V � � �C�j' � � � V � � h � h � 4•j Top c�'�xistri�.p S. cur1S `I
h �
� v
t�S3 h b '� O V V i\ /370
Nz
v. C. O v e',r4FtirnQ Surface r/ South .�
h 1` V.P. /.•5B.7•Z �- n b +t
v. P. /. - 3 7..29 on curb on c urb 1� ,
PROFILE
SCALFS R'T �" 4�''
3.
'S 6 �" Mortar Cao 152 153 5 6 7 8
•C ''04 ears cm 4e"OC P L_ � I �
a p3 /-6" in upper .2.0" ` II_ /� 04 R a R1W
Bars Cont. SCALEI - 4Q �3' 60,
1i h S'
rs'
0
t' e'trsai ht Qr�d� --r tI lsii wa// Per Sto! 30/
=--
yet ffs" 0 !G"oc It
const 4 th/c!t
a const 0.25 thick ,o vn7 . PCC' sideuV8//C
y. /ii /o wCr 4.0' / ?7//7//77urT! CC Ver
on 0.9 ' c%ss II A. B. �r Std. /09
- ° �o• TYPICAL SECTION- BASELINE ROAD
const. �'GY' cum utter
xA
4 pew Std. //S
Curb curve data' �� �jC letJ1J �• �
25 26 a = 6' 32' /a" r- za,c�'
O � R•6,2.00' L� 39,90 . , l- •4 yrs CO/fr
GO io
.4 C. b erre to be °� N O Sidewalk n - - `__�_, O ,g ( G
INSTALL HANDRAIL PER v(pe
removed �' Join Z b h �' IS �:p" HELLMAN� b �pETAIL ABOVE � AVENUE e w 0efexiso. curb puffer
G3.o0 ZO..Q*' Z' ad u !SCw�r
exist` ,42 vrrn f. �_ -- � b
-- - ,_ _ - - ahranout to grad& M Stor� e/uo
SECTION A-A �,- _- = - -=-_ �� �_� It
_ h BASELINE 6-111-91 se I
NO'!O'!5"E �� ' curb curve drfa _ l�atfier
San. M.H.•� - — - - V d +2 53°44'23" See Detai!,4'
o h �,. 4 /0"C AIR-
ONYX - Feothe �} X%st. 24" CMP
�, AVENUE .; ,pf38.00' =/e8.29' _�' vo Q h •�x�� �`C'Ilk �.
-- -- 1 - i noniocessl� o o C �` o` C' i-e%gf C�ef/ecfo esmn
hick PCC `YH /
c• _ const t v W �, � � � � 4 ���� � � � ,,�
5 e.*vi/k per Std /09 p \
I b arr/G,a o% •N O h h sY` k h h See Defog/.4
tb be removad tj G' ago \ \`l I 1 exist curb putter
G� V tc \ h t��� aJ
iz
24 0 23 0.0 Q �G �� b 99.si'
d 1 rerno e 8 wood barricade
2 2 H 12 �y`� t
*% G( �G a _ non vehicu/&r
0 F k � - .occess
v conarr PCC Curb ,�. 31 x' 0 'fit '�y b "Q \ %
putter ,ver Std. //5 h
QQ (,
n D20' (hick curb curve Bats p Fy 2e / h s� aG 2
co s�` 4 .36.62'//" T2o.c7
A. C. pavement �� GZ,00' Ls39,90' b INSTALL HANDRAIL '
man o.33'c%ss II A.B. °
PER DETAIL ABOVE
�� V l
D•5' 4' 7.5' G' /2' /2' G' 7.S' 4' D,s' EXIST. WARD � 0 S � � � •� (ch� �� � ,0 �
h h Const rva// RAIL -��I 0 I d 001,
I� OnSf � ' 6/AC�f wa// ��w
jt1 4 /o' II C Pci- Sec. A A C ' t h
e% a %";/'� 4.3 L eve/ /ire 0 �- lope -/" II �-�/o ,!k�/'
� � a h
conal. Q"/hick PCC const O"thick PCC cul ly {
•� co�r�st-4 ffiick �C.0
side,•va/k per Std. /09 const 0.201 ick pvmt. aidelvalk per Std. /09 sio�ewa/k Per Std. /09 In \q �q
cv? o.3 3" c/ass 9-A.B.
c oust. PCC curb C,puller per Std //S DETAIL - "A" exist storm drsin ( I fufi/r e PCC curb e Q utter
Scale: I" I'
TYPICAL SECTION-ONYX AVENUE TYPICAL SECTION- HELLMAN AVENUE
h oriz. /"x
sca/e' vert, /"=4"
L �; Ciel I . jl f i..
ASSGG IAI L D E NGINE.E: R .-�.._. �:�'� lr� i �' o� :��^:' r3 Fz'�t [ �� _ iMF'POVE Pj N-1 FLAN {
�� Q F'e✓iscd � G�ade.s on <�'nyx Ave. and
316 E A 5 T E S ? R E E T added Handror/ o/ong siorm Broin on DEPARTMENT TRACT N0. 7292 , ;F,C, NO
C �
//rnpn_.t4vC.- -7- /4-7¢ -
ONTAR 10, CAL I F , 917 6 4 HELLMAN AVENUE
714-986- 5818 Drawn s.�_____ ���p,._ r: NO
_ 3 � �Z
- BASCLINE ROA
_ Ctnfckfe By v i:r ew:• t �c 71- 94
By ONYX AVENUE_
o., REVISIONS IAr--!�'! SATE _ --- __ — o:IN"YY �;,W:. E� CUCAMONGA DISTRICT �,��Y _ 3 'S
_ . -