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CURVE DATA
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(expires 6/30/2005)
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CURVE DATA
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90°00'00"
47.12'
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CURVE DATA
Q
p
R
Q
L
T
A
30.00'
90°00'00"
47.12'
30.00'
B
25.00'
90'00'00"
39.27'
25.00'
C
60.00'
26'55'00"
28.19'
14.36'
D
60.00'
143'49'59"
150.62'
183.75'
E
45.00'
90°00'00"
70.69'
45.00'
F
30.00'
89'54' 14"
47.07'
29.95'
G
30.00'
90°05'46"
47.17'
30.05'
RD
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
if I'll NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DIAL)TWODAYS
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
REVBEFORE WBEF❑RE CONFORMANCESIONS WITH THE CONDITIONS AND
LANS TO BRING THEM
STANDARDS
YFIII TIT(; YOU DIG IN EFFECT.
TOLL FREE '"Mm' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ROCKFORD COURT
SEE SHEET 5
50'
25' 25'
� 6'I 18' 18'_6' �
U
C)
oI I I I I ®�
N I I I III
LI I I I I I I ro�
Ln
+� I I I I +Lo
5' P.U.E. 49 I I I I I 54
8 9 10+45.00 BCR 3 10+45.00 ECR
1352.67 TC 5
�--------- / 14 � 5, � 1352.67 TC
4
4 5
5' P U. E. 6 P�� p� 0��� 7
Xg5 0 0 �O
1
PROPOSED 8" WATER
55
,1\1 0+45.00 BCR
1355.08 TC
8 9 10 11
PROPOSED 8" SEWER PER
CITY DWG NO. 2988
WESTGATE DRIVE
CONSTRUCTION NOTES
INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7)
25 FT. LUMINAIRE HEIGHT. ORNAMENTAL STREET LIGHT POLES SHALL
BE MARBELITE OR APPROVED EQUAL.
2�—CONSTRUCT 4.0" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTES 31 & 32)
3a— CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
a4 — CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 ,W=5.5'
O5 — CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
PLANS PREPARED FOR REVISIONS Engineer
No. Approval Date:
CENTERSTONE DEVELOPMENT COMPANY
Attn: HAL WOODS
3500—B WEST LAKE CENTER DRIVE
SANTA ANA, CALIFORNIA 92704
(714) 437-0800
i_1
1358.45 TC
++ r`n I I I i PRC
61 N I I I :� . 1357.78 TC
5 P.U.E. 9 10+45.00 BCR z 19
31357 38 TC /
....`.
12 13 14 5' P. .E.15
QRECORD DOCUMENT
1 ,yGj
1 These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
c may be incorporated herein as a result
O8 — INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 �AJEE
INSTALL STREET SIGN PER CITY STD.
CAMDEN COURT
10 CONSTRUCT LOCAL DEPRESSIONS PER
A.P.W.A. STD. PLAN NO. 313-1
SEE SHEET 6
10 OF 11)(A.P.W.A. STD'S SEE SHEET 11 OF 1 1)
11 CONSTRUCT CATCH BASIN PER A.P.W.A.
50'
12 CONSTRUCT 4" PCC RESIDENTIAL DRIVEWAY PER CITY STD DWG NO. 102
19—CONSTRUCT CROSS GUTTER PER CITY
25' 25'
@—INSTALL TWO (2) - (1) 4" & (1) 6"
U
6'I 18y, 18 (6'
0
Prepared By:
s ALLARD ENGINEERING
CALTRANS BENCHMARK NO. 8-17
I I I I I I I
O~
ON
(60
I I I I I I
ON
+U')
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
i ) 8253 Sierra Avenue
+
00 n 60
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
Fontana, California 92335
1-1 510+45.00
ECR
/
1355.08 TC
I
14 I
--------
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION: 1428.6090
^ �I
i_1
1358.45 TC
++ r`n I I I i PRC
61 N I I I :� . 1357.78 TC
5 P.U.E. 9 10+45.00 BCR z 19
31357 38 TC /
....`.
12 13 14 5' P. .E.15
QRECORD DOCUMENT
1 ,yGj
1 These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
c may be incorporated herein as a result
O8 — INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 �AJEE
INSTALL STREET SIGN PER CITY STD.
DWG. NO. 139
10 CONSTRUCT LOCAL DEPRESSIONS PER
A.P.W.A. STD. PLAN NO. 313-1
(LOCAL DEPRESSION DETAILS SEE SHEET
10 OF 11)(A.P.W.A. STD'S SEE SHEET 11 OF 1 1)
11 CONSTRUCT CATCH BASIN PER A.P.W.A.
STD. PLAN NO. 300-2 (SEE SHEET 11 FOR DETAILS)
12 CONSTRUCT 4" PCC RESIDENTIAL DRIVEWAY PER CITY STD DWG NO. 102
19—CONSTRUCT CROSS GUTTER PER CITY
STD. DWG. No. 104 (MOD. W=8')
@—INSTALL TWO (2) - (1) 4" & (1) 6"
IRRIGATION SLEEVES @ 2' O.C.
City
r°"°' Date:
BENCHMARK
Prepared By:
s ALLARD ENGINEERING
CALTRANS BENCHMARK NO. 8-17
1 Civil Engineering -Land Surveying -Land Planning
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
i ) 8253 Sierra Avenue
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
Fontana, California 92335
SEVAINE RD., IN SOUTH CONCRETE BASE OF
(909) 356-1815 Fax (909) 356-1795
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION: 1428.6090
David S.'Hammer, A.C.E. 43976 Date
�w Ito -L7•
j
(expires 6/30/2005)
PROFILE
HORIZ: 1"= 40'
VERT: 1"= 4'
NDERMERE WAY
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GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
N
Q�oFESS Io CITY OF FONTANA, CALIFORNIA
Ny
STREET IMPROVEMENT PLANS
z Drawn By: TRACT NO. 15961 Scale:
La N 43976 JK/WF WESTGATE DRIVE 1 "= 40'
a( - Exp,. 6/30/05
* * Designed By: Date:
C I VIS- ���P J M/J R FRom W SEMNE RD T WAY MAY 2002
FOF CALIF Checked B . Approve Dwg. No. 3
(61 DH ) CITY ENGINEER R.C.E. 51152 Z% 11
Filename: M:\DWG\17901\STREETS\TR15961\15961-STR3.dwq