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31 �'D V �N -�NOVARA AVENUE
SEE SHEET 7
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10 �� N� .1
TA LN.�
� ARLET� • - 2 CONS TRUC Tim NOTEs
EE SHEET 4 ::
S a1 - CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32).
SIDE WA Y
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000,
GY CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 403,•• (MODIFIED "W"=8)
14' 6' S' 0- 0- 60 0 �0 - O5 - CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
O�O��, �1�1F� �6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1004G .
o0 0 0. 06 0• 6
�O 6 0 • FES
�\j-9:4. 4-9
V6o o X60 0 66�
loo
10
6
18+ 16.02 CL CB 11
W=14 , V=5.00'
CATCH BASIN #11
LOCAL DEPRESS/ON (CASE )
SCALE- 1 " = 10'
O REV. REVISION DESCRIPTION
Q
TOLL FREE -qqmmmlw'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
UP04TE C/TY &7A/V0.4R0 CALL OUTS.
CURVE TABLE
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002,
"W"
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C1
83'02'39"
30.00
43.48
26.56
C2
98'45'19"
30.00
51.71
34.97
7,q CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002,
C4
35'04'25"
395.00
241.80
124.82
C5
3376'27"
355.00
206.16
106.08
C6
8730'29"
25.00
38.18
23.94
C7
93.2220"
25.00
40.74
26.52
C8
42'01'46"
375.00
275.08
144.06
C9
47'49'18"
395.00
329.68
175.13
C10
47049'18"
375.00
312.99
166.26
C11
4749'18"
355.00
296.30
157.39
C12
90100'00"
25.00
39.27
25.00
18+ 16.02 CL CB 11
W=14 , V=5.00'
CATCH BASIN #11
LOCAL DEPRESS/ON (CASE )
SCALE- 1 " = 10'
O REV. REVISION DESCRIPTION
Q
TOLL FREE -qqmmmlw'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
UP04TE C/TY &7A/V0.4R0 CALL OUTS.
J:\126-2005\streets\st05.dwa. 1/31/2006 10:28:06 AM. C
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002,
"W"
�-
�,�Fy
NOTE.
PER PLAN.
'Co �� P� z
FINAL DRIVEWAY LOCATIONS WILL BE DETERMINED BY
7,q CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002,
o
w C 36637
THE INDIVIDUAL DEVELOPER AND WILL BE SHOWN ON
"W" PER PLAN, R =5.5'•
00 �Q
•o 'QQ
EXP ,r
THE APPROVED PRECISE GRADING PLANS.
a8 - CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1 AND DETAIL
5 >ON
5
21
6
5'
PLAN.
s� CIVI1. ��P
g ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
18+ 18.98 CL CB
OFC \F
STD. NOS. 2� & G000
@-INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
L
112
,rU4 K
itBENCH
a
W=21 , V-5.32
D
MARK. 1 8-1
BASIS OF BEAR/NGS:
@_INSTALL STREET LIGHT, KING LUMINAIRE TYPE K118E-E4R-11-150-HPS-KI6-HSS-TS-PR
/
CATCH BASIN 2
#
BRASS CAP /N THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
THE BRG. N089'59'31 "E
ALONG THE CL SUMMIT AVE
EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN.
W
LOCAL DEPRESS/ON (CASE B)
343' NORTH OF HIGHLAND, a2 M/ WEST
AS SHOWN ON TR NO.
13 CONSTRUCT 8" PCC CURB ONLY PER CITY STD. NO. 1006.
�
cn
„OF
SCALE- 1 = 10,OF
SAN SEVAINE RD., 2.65 M/ WEST
SIERRA AVE.
16427-1, M.B. 296%7-11.
t�
ELEVA 710N: 1428.609
19 INSTALL TEMPORARY BARRICADE.
o
N
DATE
ENGR.
CITY
DA 7F�
Prepared Under The Supervision Of
C/ T Y OF FON TA NA, CALIFORNIA
SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
:
�-
NOT COMMENCE TH/N F THE DATE F
W/ TWO YEA RS O O
�oF
�, q
PREPARED /N THE OFF/CE OF
MADOLE AND A SSOC/A TES, INC.
PRIVATE TE STREET IMPROVEMENT PLANS
N
i
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
c� �_ � m
w No. 36637 c m
760-A S. ROCHESTER AVENUE
DRAWN BY
MVAICV
PARKS/DE WAY
SCALE:
AS SHOWN
`n+
o
DILIGENT MANNER, THE C/TY ENG/NEER MAY REQU/RE
Exp: 06-30-06
ONTARIO, CA 91761
DESIGNED BY
17139.15 O STA. 28f09.67
DA TF•
'9r
PHONE (909) 937-9151
GB
TR C 8r 16874
FEB 2005
w
REVISIONS TO THE PLANS TO BR/NG THEM INTO
c / V
FOFCAL�F�
D to '�
CHECKED BY
APP 0VED B : r
DRAWING NO.
�cft_
���
CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT.
RCE 36637 EXP. -3 -06
SCL
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-
3933
13
41416,Ld
l�
Ss76 •ID
rvENDELL L. /WA TSURU
I TY ENG R . . . 51152 DATE
J:\126-2005\streets\st05.dwa. 1/31/2006 10:28:06 AM. C