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10+00.00 CENTERSTONE WAY
WESTGATE DRIVE
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WESTGATE DRIVE 10
SEE SHEET 3 2
10
64' N
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6' 20' 20' o~ 0° PROPOSED 8" SEWER PER F--
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20' 20 6'+ r�
27' 27' o � ± 11
54' 10 10
WESTGATE DRIVE 11
SEE SHEET 3
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ZARECORID DOCUMENT
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
(TYP. )
20 20
27' 27'
54'
FAIRHAVEN DRIVE
SEE SHEET 4
CURVE DATA
w ich may be incorporated herein as a result
D TE
Q
R
Q
L
T
A
60.00'
26°55'00"
28.19'
14.36'
B
60.00'
143'52'02"
150.66'
183.94'
C
25.00'
90°00'00"
39.27'
25.00'
D
45.00'
90'00'00"
70.69'
45.00'
E
62.00'
36'52'12"
39.90'
20.67'
F
38.00'
253'44'23"
168.29'
10
( IN FEET )
1 inch = 40 ft.
PROPOSED 8" SEWER PER
WESTGATE DRIVE CITY DWG NO. 2988
SEE SHEET 3 N U U
6 (1 I oM N 50 4 5' P.U.E.
I
ECR ±M -- 51
I (I 7 S I 1351.76 TC 3
— — — — — _ 12 (TYP.)
7 1 1 I I ��
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10+00.00 ROCKFORD COURT = I II
14+95.00 WESTGATE DRIVE I I 51
1356.09 TC
o
(�� ---- — / 11+74.56 RP
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l o BCR 4 1356.10 FS
8 1352.36 TC M_
1 111
I I I U 52
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+N tq: 53 5' P.U.E.
Lo
20 1.20 o i- 1
27' 1 27 o0 Cr- Ulu-) M PROPOSED 8" WATER
54' a M
WESTGATE DRIVE ROCKFORD COURT
SEE SHEET 3
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
(SEE GENERAL NOTES 31 & 32)
3 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
4 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 ,W=5.5'
6 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
10 CONSTRUCT LOCAL DEPRESSIONS PER A.P.W.A. STD. PLAN NO. 313-1
(LOCAL DEPRESSION DETAILS SEE SHEET 10 OF 1 1)(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 DWG NO. 102
PLANS PREPARED FOR REVISIONS Engineer City BENCHMARK;, Prepared By: CITY OF FONTANA, CALIFORNIA
j p O No. A royal Date: Approval Date: Ot: ALLARD ENGINEERING QR°�sSsI�Nq
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CENTERSTONE DEVELOPMENT COMPANY CALTRANS BENCHMARK NO. 8-17 ����P�� H'�'���Fy STREET IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning F c
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: HAL WOODS BRASS CAP IN CONCRETE S.C.E. TOWER LEG =` 8253 Sierra Avenue z Drawn By: TRACT NO. 15M Scale:
APPROVAL SHOWN HEREON AND CARRIED FORTH IN 343' N/O HIGHLAND .2 MI. W/O SAN Fontana, California 92335 " No. 43976 m JK/WF CENTERSTONE WAY 1 "= 40'
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 3500-B WEST LAKE CENTER DRIVE AVE.,' a Exp, 6/30/05 � FROM WESTGATE DRIVE TO FAN iAVEN DR
DIAL TWO WORKING REVISIONS TO THE PLANS TO BRING THEM INTO SEVAINE RD., IN SOUTH CONCRETE BASE OF (90) 356-1815 Fax (909) 356-1795 P
BEFORE SANTA ANA, CALIFORNIA 92704 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG * * Designed By: Date:
u .... DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS � ROCKFORD COURT
YOU DIG IN EFFECT. (714) 437-0800 HIGHLAND AVE. FROM SIERRA AVE. S-�_oZ 9TF0 F4 ~ JM JR FROM WESTGATE TO N' MAY 2002
YOU DIG �-jAIVIL ��
51 TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION 1428.6090 David S. Hammer, A.C.E. 43976 Date F CALL Checked By: PP L=. Dwg. No. 5
Approved
>C ,S• '?Z T 1` (expires 6/30/2005) DSH CITY ENGINEER R.C.E. 51152% 11
Filename: M:\DWG\17901\STREETS\TR15961\15961—STR5.dwg