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cr_ c GENERAL NOTES
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h 0 1 . All work shall be done in accordance with these plans and the 1966 Standard Specifications of the
BASE Join Ex151 Wofer Main LINE County of San Bernardino.
2. MCH MARK: U.S.G.S. Disc in p.c.co monument, 42' South of centerline of Base Line and 0.7 mile
/nSfo/� 6"Gofe ✓o/ve --v �-Exisf /Z"Wofe� Moira �fxoct Locofion Unknown> p West of Vineyard Avenue. Stamped "H-12, 1454, 1933".
I Elevation: 1453.73 (U.S.G.S. Datum)
I ti
I i 3. Street markers per San Bernardino County Standard No. 303 8 303A shall be constructed at each
c56.07' 151.00' intersection.
I � SEE SHEET 2
P6�i 4. All pipe Iines 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 in15 16 INDEX MAP 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 Department.
&
5. Compaction tests of embankment construction, trench backfill aril all subgrades shall be performed
WATER SYSTEM at no cost to San Bernardino County, and a written report shall be submitted to the Contracts
14 I7 Administration Division of the County Road Department for approval prior to placement of base
This certifies that in Febnmry , 1972, I prepared the plans of domesticmaterials and/or surfacing.
water system for Tract Noo 7689 and they meet the requirements of the 6. The responsibility of adjusting manhole covers, paving repair and paving replacement in connection
��� J �� r-)�� f� California Section of the American Water Works Association Standards and the with subdivision sewer line installations will be the responsibility of the owner, , and shall be
? /nsto// Fre f/y moon/ Assernb/y - San Bernardino County Standards for minimum requirements for safe practice accomplished in compliance with Ordinance No. 815, Sections 203, 209 and 210.
to I in the production and distribution of water for domestic use,
Q g 7. When curb depressions are provided for driveways, complete driveway construction will be required
13 18 n 3 • 35 The distribution system and transmission main at the point of supply to this in accordance with County Road Department Standard Drawing No. 128 and related specifications.
Jh �2 /8. ,e /z Tract are adequate to supply water to all sections of the Tract, in accordance
Iz with Section S 21 of the above noted standards, 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
o his operations, whether or not such facilities are -shown on these plans.
�cn ,
12 19 h -�� 9. Shading on street plans indicates A.C. Pavement to be installed.
I Registered Civil Engineer No, 7344 Date
10. A permit will be required from the San Bernardino County Road Department prior to any encroachment
t
C o _ ( or construction within the San Bernardino County easements or rights-of-way.
I This certifies that these plans and specifications have been reviewed by and
E
o are hereby approved by the Cucamonga County Water District and this company is U. When the roadbed has been graded to the approximate elevation and cross section, all rocks and
o p o o willing and able to supply water to every lot in this Tract in accordance with lumps of earth over 2 1/2 inches in size and other unsuitable materials shall be removed from the
/-60% h i I 2 0 h i o
b 23 1 the Pure Water Laws of the State of California.Clifupper 6 inches of the roadbed and disposed of.10 0 In lieu of the above requirement, the Contractor j
may furnish as an alternate 2 1/2 inches of Class 2AB as a cover upon which to prepare the subgrade.
`n :I W _ �5� /2• t the completi�n of p vi a Material Report s Il be submitted to the Contra is En ineer. f the
(� c /,uyo// 2.eow o�{ /' // San B znardin (;ountyoad Department list a lisIs r determin tCV,s comp et d to vera y
Q h Q J `) p ASScmb/ . / �f 4tabi ity, gil content id v analysis o� sphalt �urTacing .and . e t�lgkness s taen at
y ,4ss���e� M�� ��7�7t ntervals of approximately 7eet, and R-Value, sieve analysis an� equivalent or aggregate
W p igned Title Date ses.
Z 10 21 ��, o
22 �� W 13. Road Department approval does not include water system and estimate of quantities.
/ns�o// Fire drz�n! Asscmb/y �y W
Fire Protection System Approved 5 14• At the completion -roughof
65.93' 66.07' grading a mteri.als report and the proposed structural section shall-be
r- 2 submitted -by the Tract Engineer to the Subdivision Section -of..the San Bernardino County Road
I 0 _R T Department for review and evaluation, - Approval will be given when all -structural section require-
IRON WOOD _ / �// r - gents have been met
r p
m s `'� ,8 ,ztucamonga Fire District 15. Adequate stakes shall be set by the engineer to enable the contractor to construct the work to the
.ti T Fire Marshall j
W plan grades,
.`.
6.5.08, 7-15.0,-D' 7:�.00' 7¢.98' (� I
SEE S H E E T 4 /nSfo// Fire Nydro f Asscrn6/y fh 1--- 16. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be set by the contractor 02'
3 �` /2' L�-� engineer. The stakes shall be set at all hinge, edge of pavement n i
4 �` Z 9 , g p t a d crown points within 001 foot
3 W of sub-grade elevation and at not more than 50 foot intervals. Additional stakes may be needed at
9 8 7 s - to �u'- warped or vertical curve areas. Sub-grade stakes shall be in lace paving to permit spot
_ .. � � 9 p prior t o
5 ,i SEE S H E T 5 Q N checking of sub-grade by inspection personnel,
/02.of 60.07 l� /�sto// 6 wooer Yahle
1
� �' /n5to// 6" Wofer Moira
17, All sewer and water mains and laterals shall be constructed to each individual lot, prior to paving, '
!
° '-'31-ALD-R -STBE TA
I -`-/nSfo// 6"I1iofe� Vo/ve
20 WATER SYSTEM NOTES
1. The entire water system shall conform.to the Specifications and I
requirements of the Cucamonga County Water District. -
�. BASE LINE
r �
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. TRACT I I
3. The static water pressure is95 p.s.i, to 105p.s.i. N0. 1. Clearing and Site Preparation Lump Sum L.S. Includes Misc. Removals
7689 I 2. -. Excavation and Grading _
" See Grading Plan _
4. Legend: 3. A.C. Pavement _ 62,800 S.F. See General Note 14 _
- - - _ 4. A.C. Dike 306 L.F.
- Indicates G" (12 Ga, ) steel, cement Iined, 40* felt 'a a I ALo R 5. P.C.C. Curb and Gutter 3,362 L.F.
wrapped pipe, a I 6. P.C.C. Curb Only 188 L.F.
• CALLE DEL PRA00 7. P.C.C. Sidewalk, 4" Thick 14,946 S.F,
--- - Indicates existing water main. ( 8. P.C.C. Driveway Approach, 4" Thick 3,406 S.F. Excludes Sidewalk Portion
9. P.C.C. Cross Gutter 1,482 S.F.
-�- - Indicates gate valve and valve box assembly. W - - QP\� _ 10. . W-60-R Clearance Marker 3 Each -
II
Z _. 1/. Barricade ��
Indicates fire hydrant assembly.
�G -12. Street Name Sign
I - Indicates !" water service connection to be installed. �� !3. Adjust Manholes to Grade 4
14. Adjust Cleanout to Grade
- Indicates 2" blowoff assembly, w .� 15. Traffic Regulatory Sign 2 '= -
Q G _
QP 3
5. Fire hydrant installations shall conform to standard drawings 310
and 311 of the Road Dept. Std. Specifications. I -
a !
/ REVISION WATER LINE ASSOC. ENGRS CCIWWO CONSTRUCTION BENCH MARK
-VICINITY MAP LOCAT/O/V /N ALDER ST
FRcYw /2'N. ro e"/v. OF it
WATER SYSTEM SCALE: I"= 500'
. _ Cross on top of poc.c. curb, east end of
northeast curb return at the intersection
0
rth
RCE. 7. 44 A5sr6ENMGK of Base Line and Garnet Street.
-
z f r r {o �,f, s: . �3 t 1433.56
Elevation:
o
r -
r ' f SCRit"
:
f �
1. 6 ter Min 66 L.F.
1/ i .
2. 6 Gate Valve 8 Each ct f to fi _t 1 � t ,=�'
} i t 9 ,
�.
3. 1 Service Connection 23
i r
4. 6" Fire Hydrant Assembly 6 _' `�_ 7689
e SS/
tiff, 5. 2" Blow-off Assembly 1 " GENERAL d
_ RAL NOTE QUANTITIES
A6 A
� � �`"� •� �' ; P, a WATER SYSTEM � wt�• N
- INDEX M
z1-?z
Lr
k r - I 6
A
65-75A
I
i
{
l
i
a
I
{ Q { { 1 1 a
1440 1440
V £:'QST//VG 5upPcwC•E AT -'F QIW LIME h� a
i
QETURN h ` f. W "j, (3 I Ob
a 4 a a Q ti n v 0 l! a � ,�� �v p 3�
13)
-los
Q 1
4 4 4 lotO Q +l ^ 1� li a0 ll @ lei OV"Ja*I P
dID
o ,� ,o Q v v �• k o1 Q 0
� uOQ tim 0 WN
TOP OF 50UT/y CURB _ . V 4 m O
00
/s�//vl
V J. 49 70
1440 r _ � - .
I t f3 60� P Ci 1440
TOP OF SUTURE 15 C7/RB 0099.20 4
I
a
PROrILE
SCALES V°R'T s a'U` '
14 15 16 1 16 I 2�0 21 �2 23 2[4- _
W W
' Z W
F-
W
W
F-
ul
-
,900
'
BASE _a �� •� ,� LINE �►
Alf p�7r2 TYP/c4,c 5EC'T/oN
1
Zh
SO
6 X11 C1'.ST` f�C`o.. GU,Qd G!/ i17 �"f�P S1`d. //.'� ► h TALL W-GO-R MAQKER
/NJ
_Q t .
J,�'� � � � .•� PER STD. 304.
•-� � al 6�aCe 1b droin ,
W �4/
77 Per Grad//9 Pldn
i
Z ... '!. .lVe� Vah /sr Acclss .. ... .. .............. ...........�
Q
a �) couST. ¢"r,�rc,� �c.c.
� � �
W
Q nll
15 16 �� \\ 1\1 J r �� P r\ q �T
r Z
W W I 111 . 11 1
> I Ir
? Q �� � ll
II a s sz
W W /
cu�a Arn�,w oar, II F- W
ZD' ' 33 ,e= 2o.00' 4 =6-9007 47" I ( I) <
SEE SHEET 9 L = 9/.94' T = /9.93' I I Q
II
�R
's*/,w II II II
sa• co'
3EE SHEET 5 ! 12-7-TL ADDED STRUCTURAL SECT/ONS ASSOC.ENG' SBC D
24'
/2.5't 23.5'+ 9.5' 4' X0.5' CT
Il
( y' 3EE G I40WC ALAN P L A N
roe .�IO../ACENT SLOPgS �CA(.. E 1(�`4O, ,
- !lr�oPE RCE. 7344 55T C4 E
I ��_T_�-�ZZZ1 �PiES F . • MARK DATE DESCRIPTION REVISED BY APPROVED 8`:
— �EX/ST/N6 HIYENENT CONST. 4-T/,4CL PCC.
S�DEWAL K P1-Z .37D. /09.
R EVISIONS
Ex is riN4 «tea#w rrEr C27NST. P.lC CU�PB �GUTTEP NST. 4+CLASS d Al,�.ARSE _ ,
PES STD. //5 ASSC)CIA t LJ ,r s
CDNS•Tr zoo' cl, Ar Act S4SE ENGINEERS FIEND BOOK REF. e '_ � ` ►a IMPROVEMENT FLANS `� � r'K'
� � __ _ TRACT NO.TYPICAL SECT/ON- BASE L/NE 316 EAST �tE�F� STREET _ _____ .. _.__.__.____ _t -- - -. T _ N 'i ROAD r�®
Scales: Noriz. !"= lo'. Vert. !"=4' ONTARIO, CALIF, 91761 _ � �� � F.
- —
.:__ _ BASE LINE
714-98F►-5B18 G��� �� .___._ //��
-- -- - G►�eckod By Q.(O� A1v DA� �t V
RrLht�<�T o"*Q By
Q.p REYtSInNS APF'€: U+�T E
UN Y a CUCAMONGA DISTRICT SHEF,. 2. _ M6_
RCE 73fF6 Gk`: !
j
{
r
W 1
\ Y.P.L 4/.40 � .e6nAelv
tj ,
w .
� ll
h 0 1 EX/5T//�/G SU.PFACE AT ;> U p 4 9�
TAN. cse.40E 1440
EXIST/N SURFAel AT E. RIW LINE
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. _ r
I 2 {
t
•
k
0 �
4
y�
1400 __ $ 440 _
f
f Wp /Wwecz/ v \ ti^
a �m K� � NJ Oti M
TO0P OF EX16- `E. c"U�PB ToP (5W-, CU.P
i
PROIL ► ;
I
SCALES VERT I
I HORIZ 1" 40� t I
I TOP OF FUTL/�PE E. cols
z
1400
9 8 7 5 4 3 2 I 0
I
k yo' SD'
i
i
I
W
p0 Z
oiro
N _ VINEYARD _ a '° Exisriv� P,av�/yrvr AVENUE _
• � u
- -,fvlv PER TyP/GAL SECT/OM
MA15'T•P.C.0 CUM9 0GU7TER D C4USr p C.0 �� U TEie ESP 5AP.
�-V,9
N
a PER'5777.
All //5 �� �.
9
99. 3 ' ( 2� I 5¢. 93 ' 75.OU' 75.00' 75.00 75.DO SS.07 '
WZISM,!Kr 4" MICE PC:e S/DE!✓AZ& zre SP. 4 IP
CONST. 4"TN/CK P. C.C I I A�
S/DE/ AZ A-PER 5- O NO./0.9
0
h I �o I �I
o . 9 I w I 10 II v 12 13 14 15
Z . w � ^ � � o
h I o �) Q
II
/ ' /4 02 Of AS
2¢ 3G
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5EE 6WEET 4 5EE SHEET 2
fU,PB eETU-P,l OATA -40,9 41171W DATA 610 AM5114,U DATA
T= /9. 93
n
' L A N -
E 33' �' i✓9
ZZ, zo 2' SCALE 1'=4C`
/ ►2-7- ADDED ST,?UCT4,ll SECTIONS SSX. ENC' 58CRD
0.3 4 G.b• /o' /2'' /3'* 6.S' 4' Q5' "`� yip('
5EE G�atavros �.�►a '�bt .
ArCW AV-MCENT sZOAS
�ivsT f'CLAS3�.4G•G.d,�TE ____ - - ., _ f RC _ 7344 _..._r. co. _ _
R.
MARK GATE DESCRIPTION REVISED BY APPROVEDBY
EX/ST/,-1 PJ4YE rew r
CrsasT )cC S/oEWAL_,4e R E V I S 10 N S
lal 3T0. No. /os CDiV.S'T. 0..210' ,LC. �YMT.
cs�vsr. Pc.c Curs OCVIM,r ASSOCIATED ENGINEERS FIELD BOOK RE_F. �j .� �.` - IMPROVEMENT PLAN c '" ° NO
PER 5727. NO. //5
. A I N!ENT
316 EAST E STREET __ _ _.______ __ __ } _-- TRACT N0. ROAD No
- AC ?68
ONTARIO, CALIF, 91761 --t - _ _�. ____.____��__....._ _- � i,
7€4-3^tom �} s :.-ti. _. ;
7YP/CAL SECT/ON- VINEYARD AVENUE 714-986-5818 _ __.1 �_.. ___�._._ ---- . - - of own at VINEYARD AVENUE Fit-F No
Scales t.loriz !"s IO' Vert 1"1 4' — -- -- - _ _
C ke
ne^ R By
J e -4 65
AM A RI
RCE T 4e U�.� "I+RK R�VISIC>NS A>�t :GATE. _ - _. _ _ _
UC DISTRICT
t,
s �cT �
a
^ 137.43' Y.C. on - 88.19w,(/.C.
/00'✓.0 Y.P./. = 65.27
� _ -
___...
ki
00
Yj
I _ opt V qK.
00 0 � � u !
3/.49' C 7.Bre V.C , L/NE I
r 1 t; EX/ST. SWR,4C'E ,WT /V. A2/vt� FUTURE ` T.t. I
RETURN V.P.L = 24.30
V I h �. }
¢ �! 4 4 Ol 0600 roe OF N. CC/QH !
u li O.1' �o
� I k
aS 75A
. � 0 � 0 lV 2 R1 � � x t Z� Y.P/. = 64 62 V \g¢'✓•C i _ _ k
a * u ! r_ __ �, > 88 1450
I
I
1430 p q) �F F, ` Y.P./. = 59./3
=e� ,v K K. � v0ki
0 ^a � , '1113v, do �� � � � � "� om {
� I I
j ti ^ � �P ,� v _ � h 36g a ••_• ' i. 111 f {
G8' V.C. I
0 b v l9 f1lTURE F/N. SURFACE AT j
'Ail
KP./. = 23.�'4 I `� h Q � t V EX ST. .5U E ,4T g � I
Q 4i �• W op N/SHED SURFACE AT e. o •
/ o
• ✓.P. . - 59.30 ,
X1450
1430 a _
N, 0 �` �; V W m i i
!W� �+ °jam 13 � v 0 �
8 w a �
o 0 � ON ° ,� � Qv � U " � �1>\ tic; h � � m v 00 OV �� m � � ° ti � � � R1� ,� � �u 0 �
a �
0 a
u ti o o ^ a \ �, 6 + � I
k h "i ^ � k
K �� cru, rc
8/.34 G8./4'VC.
RETURN VP./. = 23.68 $DO /'37.•e3'J1 C Cr7
d d vi /o0'd.C: / y.P./. = 64.G 7' ' `•� o I !
Oe
71,• z •
— � — O . ✓.P/. .rt3. O
4 4 4 4 W Q1 0 0 fi I p O ! t Z.0 £X/IST SU�ACE AT 5.. �R/Nr
1430 in
� a _ 1450
t I
I 0 ti 4 V \ TOP OF 5. e-ups
♦ m * V V ! ► !
Q
diy � U 0z � uK.
O� h ti � PRO ILE
I rt1 ♦ U k I
HORIZ I" = 40'
{ SCALES =
. I .
!oo' �/C VERT i" 8`
1 I ,
0 1 2 3 4 5 6 s
F
MZ48 ,er1Veu 4U 6409 AFrrr & AfrX _ eV ruga 0,474
SEE pr£ET 3 R=?o.OD' 4 - ROWW" .Q= 20.00' A =89'„ 7'.7” ser SET 5 X 20.o0' A - 6630'00'`
1111 G s 3/.49' r * 20. 07' L= J/.34' r /993' L=30.9?' r r /9.5/33' 11 111 30, 90
Za' 10 21 z /v' /� �z' 22
I 4'
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(U Vl0.5 I W li
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Z I 1�
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22
Sr. TN/CK 5(DE
/ ' J N. T
capes C&RVX' AOArA
.P=/68.00' ,4 75'O/ '¢3~ _
IRONWOOD 2?o.00'
–CONS r. P.C.C. CRb55 Gre PAY/NG _TYP/GAL
7"3
CON CoN5T PCC. CURB GUTTER PEQ' STD. !/S' 4.,5�' S
or f ti _ - ,
CAvX/-AK
7f OD'
G/. S7'
e-20.00' d = 75°02 '¢2"
Qi S' y �� �, L-26.20 7'% /5.36
V
w _ 4
Z I+ ( ��- 3� 4`
I� '
,
Cu,E6 AFra,E,v 0,474 _
CURB CU,PV� DATA o•4 � +
R-ZD•00' A :89.47'47" ,e-102,00' 4 =&5"45'Z-50 T.l.�►6/I4#y y�`oc 4� X�4V9�2k Z
e :ZOG.7-9 T•bere/ocV �' _ ALDER ` STREET h
• b+B 4� a=`.�°4.9'23"
31,54 4G £NO PCC'
• /MP >0VEAfENTS
PEQ53T0 30-5. 59 P2iC4DE N y
fbve over- exist gaffer- - C-orrs{ A.C- aver or remavr
1,o "o"Cul-b fcoce of _ TR' exist/ng ROVCmer7f 47V OCV7el
_ .•.S•DUfh T�cf Balnd`k. o./7'A.C. on O. 4'C/oss.N' A•B. t
mr grad,`nq pion �r e- �✓er Trp. SCC tion on 5/7 ee f 5>
cdjccemt slopes r
3 3
IZ-7-1% AOOED STRC/CTURAL SECT/ONS 4 E _ 58CPD
• �a�.
7344_ ASST. C�ENG `-
/ oG ,��:1 tC gTddirrq _plan far' I
r eVEI — amine O MARK DATE DESCRIPTION REVISED BY APPROVED BY
EMU 5to 4' 1' bdjocent S/ope'S. _ Q E 10 1 n!U Q
::•..: . # • Q .
coni �'�ti;�k ASSOCIATED ENGINEERS
C� 4 ><b/ciE FIELD BOOK REFS IMPROVEMENT PLANS
Const O./T.�C. Pvrr,t. C.G. Sidw►rolk ' u a t ; ` w. 0 NO.
P.C.C. 5/dtwo/k P r4do�ed Re ct�nsfrucfion Nof�s rzROAD - PA N T
corxst 0.40' Cuss a.499t ease per 5td 3'!02) 316 EAST E STREET Q of .5. end of T�nwr�orJ le-11-7-3 3h3 ' i =Y TRACT 1�1 O. 76 89 ROAD N0.
per std. !09 - ,
Const. a'P. C.C. curb qutter per. Std*115 ONTARIO CALI F. 91761
w � � emovcd 3rz��C Re c�lai�ary ✓+'•'i rss
Const 4•hSic.F Co 4 r 4 L/mss jl µ;Re v[onSfry f or�t c� 4/ry o9 i/+�G, /`y , F _ - — n., /r r I L E !�':;
A Bgs
i
C/ -Tff2z r 714-986 5818 ' "�^ - �.. `• IRONWOOD STREET
- Dw4p. No. 4_�a /
r rPICAL sEc rjoN- iR oNw000 s rREEr G RCT
5coles : Worit. ll,10' Vert. I"= 4' _ 1.11-77 - R R� 1 he T� �� 4 6
K ti's, n APPR a. , Z`siUN Y - U C M ON A DISTRICT sr� t. _. d
is
I
t
6.20
+ I REruRN
j + d
= t
ap Z W rP. / 60.�o
r « V
j
ioo' ✓. .
ztn
`8y 0 � h Oj V i
0 � m 1 +
ory cw,2e � � u h
1460 62.14• '1460
d d d d A Q( Q TAN. -Z.357 b 0 ,
�)
O 45
j RETURN Q , 1 n 6 G o W �k bU 0 � 0� O
Or a s a a V W \ I 0 8 m V 2
: U4 4 4 4 W ! ^ aD OC T,4N. -/t98% ti �
li "t W
V m 8 j Q , lQi Q �} Q 1 j 70P OF M. C6 ea �
� y" k Ci tU V /00.B3' d.C. tq 0 c0
V TOP Cc /W57- C`V?$ Q k k „ /!P./. - 60.4/ I 0
P
0 ty V j V V EXIST. 5UPr4CE Af A QI*V ZINE
0 0 Unp 'l9 '�1 F.
.S[hPFACE 47 W � lW L/NE 0 0 V � � � lV � r!P. i. 48.98 � �� i GRADE Tib D�P.1/N (-/.00y)
460 - 8�
,
4440
mo
{ - 4
.{J►�1' / G2.' Y C' + 1 a�` ! F/N. 'SU�PFi4C£ .4 r . 0 ��g j �l �i Q 0 Q � TC
h - yy ✓. ./. = 46.24 m a 3.Z9'oa 0 0 h 4i i FUTURE ,
-//38/. 0 V cp y'1l
0 _ k 0 0 8^1 p I '� r: h i 0; a e a e• W 97 IS' ec.
1• f"IN/SNED ;u0n4CE AT ! f �' Q j m j li 4 4 4 4 `p/ = 60.37 w I
t9 t� i 0
0 a r + o.Go VU ti
0 �o.•�o . i 0Q n °
0 Qj _ oo ; EXIST. SuRrxcr .4r g
V V V V V Ql /h0' 1!tGRADE TO DpAIIV l-/.d0,3') f
£X/ST/NG 5U,1grACE AT I (,Pv �1 'Q Q V U ! 0 p 1!P./. = 49. 15
I
i 9/.49'
0
I
- -
,eETven/ 1460 It v f440
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u ItU Q Q TdP CFF EAST CURB li V ti V
k ►V.• v p m f o.Go 7.1
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1 , _ _ ► _ _ _ . - '14 40
0 I 2 3 4 0 - 1 2 3 4
_CUM Ae,[WoU DATA sEE s E'T G
'
30'
0 iti k CU,eb eTA110 DATA
4' (I Gll 'B REWN DATA
0.5 'd= so'//44"
1 .e=20.00' r=/9.7.3' II R= eo.oo' T= 20.07'
LLI ZW U
W� 4 3 �i W
s .� �� d u I Q �-�
k ,
. � � ,� SII ti
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/. SEE SHEET 2 /o Bo.07 ( '�
II I _
d F
d � L
covsT. C.c. cU•2D #�urTE� �EP SfO. /i3 ke ;i�,!
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t �I) 21 Z0 W ' I '6 I eis
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II U COUSr. A.C O1'e'r PE2. 51'0. / P zg4•I 1
I PPS" 305.�3oSAti
t I1 p �00
fk
I wcccffs
«,�sr• �« sivFr✓.ot�' I' r Jem ,rte Z
/ ��' I J t / v' Nor.- Abwer PDMS orrd archers
( � I) li.! p arp' •Gd' 7fllJ' •Gb� /S Rr �- bon as er.SY�d. 05 CnnsfA.COv�-r/aY or remove % be ritocoted by others.
--- ----- - exisfin9 mav" ml and Cons/
I I II �---I �►
a ,sem ( O./7'A.C. G/'� 0.4�C/oss Zr A.B.
I I II � Dy� ►,1 CAUSr. f?C.C• CU.PB � �aTT�',e PE,P 51.0. //S A��10Z s,,.- I I 1 _
A 1
/�-•-•-PiIY/NG PER•'TYP/CAL SECT/O/V S�fL_ 3 •
/ ;
AGATE STREET '���
h
1I 11 / 10.27 4G r
% 70. 00' 10.00' /5 9. 9G ( �' �+ .c
1 II �Cbnr3T P.CC ore/vE .4PPQOACN, F.L-4 +' �' !O' 30'
I L 07
'' • h � "-�c. 4�.6� � �_ � Exis>{ A.C. Dike
W-/2 ACR 5T0. 126. L
' i' t + G' 12' e' G' 4'
1 it ttJ i O.b' 4 2 A.3t• per'ifldbti
I � n I � � OI � Exi.�irrg A•C. dmf.
I n vX N i I 0 cn o Const A. C ovrr/oy otr�tnf
M vi Q + I( /L-Ir 0 we ex isti/7g Pave
See Grcrdrh9 Pion b and const 0./7'fhick A.C.
!r
22 23 m(/ i6r odjocenf slopes •. r 3 O/ 03 over O.�ao' a/as l7 A.B.
ai p y4•t S Llvef 7 Lyne .. --
// r' / r g� future lmpr rnxnts ®®yP/CAL SECTION- ALDSe S
�� r� r� T �'fAick ~ W . � RE-CON57-RUCTiO/V
n
t Ca�VS,? 0./7'A-C- Pt�iLlr. oast. A.C. Oi kv r S fd*117
CU,eg ,PE�u,P,U OA1.4 I CaZ CURQt�E' a474 P.c.0 SidCw►ro/k ccwsr. 0.4d'CY-455 a.x
,e• 20.00 ' d : 90'/2'/3"' R= G2.00' d =53'07'48" per Std '/A9 pngf 6"fhicE
20.07' ^ ; L= S7.49' ', r = 3/ o0' C11W CU,PIT PWA Oa%rr. 4~LYAMUr PCC curb q eecv- __
3 � ,ass. e.4sE Pe=r 5td'4t//5 _
R= 38.00 ' 4 =233007148" / 12-7- ADDED Srft CrURW SECT/ONS A.SSOC EACRS SBCRO
30' h P,PY�f/LF CU.2I/E Gt4TQ
M �
u .e= /70.00 ' A = M"04'?0' TYPICAL SECTION- ALDER STREET
' 3 L =63. 29 ' T= 4?.so' SColPS: uorit. I" lE�` Vert. I" 4'
G �3 ' P I See Grt�di 5--•E. 7340 A55r.CO.75 R• +
Sec 6rod'r'qq RvOf! (♦p •9 r S� ; S 151C 1J4 / '� �On PROl MARK DATE DE CRIPTI N REVISED BY ' APPROVED BY
For odjoce/3f s/gxs ! e!/ LEyLL Liu; 1.� For odjocenf skcpes E _ --
ac� , �° i" - 4 REVISIONS
ES RIT 4.0
Cons . 4 Mie
Cons+. 4"thick �+ 0 NO.
PG.C. Sidewalk
• ASSOCIAI'�D ENGINEERS
FIELD soar. R� F caurvl � o�- s��N �� ��r���c���>If:_� „ � � � ,; .� � �. .� . ,
P.C.C. 5;dewalk ♦r' Gfd " log
1� �t dded Pe cnns/-uc ion no e s ROAD d � PA R� �� �� T � � i NO.Per std. " 10 9 C1a/vST. O./7' .4fL oYfi1T. 316 EAST E STREET IseCtion for o ,oar/ion o{A/der s/ I 'Z'1-4�3 T � 7689
r
CONST. 4'LYASSd. COWSr. 0.40'CL455 Zr .ISG BASF � � Iz-II-7s �.._,..,-T _ ROArl NO,
.46G. BASE ea�vSr_ 0.Go' SELECTED SUBBASE,-, ,sE„�, ) �^/ST4 cLA,ssd ONTARIO, CALI F., 91761 &Wife &/ni,% erg or� � �,,�t - - 7eg:cta Byt�` AGATE STREET
,4<'G. BQS+E ® 1Pe-ConsMucfion. Adc/�d 40'Of�otrr ,{,
CANSr B" rH/C,r P.ec. CURB F Q UTTER PER STD. //5 CC pp //�
714`��[t" 541® ✓/sed ger Cansf TYP- Section Z-77¢ # �: ?CfktsnJ !1'�_ AND Fil E. NC),
T YP/CAL SECTION- AGA TE STREET �' = /
Scolex: Uoriz. i"•lO' Vert !'= 4' cue ��� �� 1QGtia., _. W3
/ ALDER STREET
CUCAMONGA DISTRICT
5
MARK RCVISIONS k `F�=t Q?E _ _.,__- __ / u►��r NG N E R -! � S�I
R.C.E. 7;�44 D✓tlf. - ._ __._. - _ .
T of
-7
i
i j9.moo' � fGB.P9`ov cute ' 1 j .
40N CUae
d d d d 4J A d d d d d j
n G 6 6 6 re G }
f 4 4 4 4, EX/3T. _'WJ Fr4CE 4T W. to
�C i
�P/Ni L WE m N 0 O V N
_ 1 1450 Q Q Q a ,, _ _ _ i 1450
U u0 k k V V i !
-r o. 10 o. 1 i
TOP of WEST cvea
I W W O V.P.1. = 44. T3
M Q
h o vtij Qo ,� vy ! ? EK/�T �nhPF�o�
0 gN . 8 � _
11450 0 �; . a I I __ _ 1450
ap
0 Q
e� 40 t i I i
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1
197/V/ HEV 3U,P A EAT � � �,1•
j/.•�8' G%87'V.G l 39.90' ( ,
RETURN VP./. 44.T8 ; V oni CUR f
i i 1
VQaee Q ;
't4 4 4 4 W 0 � �►1 _ � �
11450
X450
ai v m v
00.60•. 1
1 h i 1
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1
Ivu-
I E
. G• TOP OF E`A.ST CU�2B
-0 02 y
.PRO IL
HORIZ is = 40 I f ,
SCALES 4
VERT I
SEE Sf Et 3
/01 co'
r r
I os'C!/,eB .grazu DATA CueB cwevr P41A cuee CUQiyE o,4TA W
3S' d =3G'SZ'/2" 90' ._A = 253'44'24" L t /GB.29'
R. Z0.00' r=/9. 93' e,62.0.0 Ts ?o. 67' R- 3d.00' Z
W J
o � 3 2 1
f- I� '
Q1 I v v
I
�P sTo. ,
_a9.73' _ Zf Do. 3Z'►
ON THICK 5� 75 r Q
CaNST. PCC. C�Et�"•GrAP `�
PER 5127. 119. l
h$ p PAIi/NG RM rYP. SECT. 9.
v s CONST. P.C.C. O /t2r AAroACsI,
GARNET sod w=/z , PE�Q s .2e.
lev
o rocf STREET `�y�� �CONST, PC.C. CURB GT2. t' L EX/ST A.C. D2/VE
Ir
i ti '�s .���61 •
E�7?T P.cc. DIP/VE
V I. 60.0 -
a=eo'2d �O
Gap. '
5/49
A 900
W
b ,e= 20.00' r.ZO.07'
i. � ♦ ,� W 3 t
P L _
SCALE I'1=40
CURB RY£ LWTA
d=36.52'l2" L=39.90'
R= G2.o0' T= 2o.G7'
{
•
Ser grvdirrq plan repo
odjocent slopes.
3
a 3• ba, 3
N
3
It, !d' f a' I L' f3 / t2-7-lt ADDED STRGCTURAL SECT/ AS5W.EAA9X5. SWRD.
oLOW
W .
40 Qsg 60, Exis#my Grp
aro ,y ;►F L;Vc _ t►ut_
-j IA E 7W4 .4451.LtZ E/1lrR
G�vc>� m_ r� nays nt
COr1bf �~ t�tlGk d G{ 9 , PARK DATE DESCRIRTION REV:SE BY "PWZC i U 6'`'
P.C.C. 5idewaik *' Future 4' thick Sic Grot ng Plan .. .
per Sfd. # 109 on/sr. 0./7'A.C. PVMT PC.C.Sidewolk '• _ R E V I $ 10 N $
CO/VST. 0.40'CLASS 1T AGG. EASE M Ing
per Std
Const. d' P.C.C. curb gvt�r per Std.*ii5 ASSOCIATED ENGINEERS FIELD BOOK ���:>~ � ,..; �, - r. IIt�MOVE�:[VIE�NI PLANS w � ��.
CONST. ¢"CLASSII AGG �5'E
i 716 EAST `�E" STREET — ---- -- A TRAC i NO. 7689
ROAD N0. ,
G1:�'TAR10 CALI F. 91761 e�' t , u Sy
TYPAL SECTION– GARNET STREET 714-986- 5818 _ -� �_._ ____ Drawn Br — �./,c GARNET STREET
5coles . Noriz. I"=lO' Vert. !"=4' _ _ - - __ - ��,�,,,�� �� flLf N=:� C I
RCE 7344 WE '+ .RK� RMSIONS IAP'"R C}A!`[ � u�i ENGIMP � N --- _ . _-
• - CUCAMO GA DISTRICT 6 s
SHFET ^�
_ A