HomeMy WebLinkAbout2987-410
11
OA
75
36
12
74
35
73
13
34
72
33
14
32
5' P.U.E.
71 70
FAIRHAVEN
15
31
5' P.U.E.
16 17 18 19
24
� 12 (TYP.
20
�v
69 P 68 SED 8" SEWER PER
CITY DWG NO. 2 88
DRIVE
CONSTRUCTION NOTES
CURVE DATA
Cl) --INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) PER STD. PLAN 1016, 25 FT. LUMINAIRE HEIGHT.
0
R
0
L
T
A
60.00'
26'55'00"
28.19'
14.36'
B
60.00'
143°52'02"
150.66'
-
C
25.00'
90°00'00"
39.27'
25.00'
D
45.00'
90'00'00"
70.69'
45.00'
O6 —ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
9O— INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
12 CONSTRUCT 4" PCC RESIDENTIAL DRIVEWAY PER CITY STD DWG NO. 102
X�
ARECORD 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
is y be incorporated herein as a result
Z0
4=.—Ir—
DATE
vPLANS
0 p 0
3
C=E
JW
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
a- TOLL FREE 1-800-227-2600ELEVATION:
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ORNAMENTAL STREET
LIGHT POLES SHALL BE
MARBELITE OR APPROVED EQUAL.
2 --CONSTRUCT
4.0" AC
PAVEMENT OVER 12" OF
95% COMPACTED NATIVE
(SEE TYP. SECTION FOR AC PAVEMENT THICKNESS (MIN.) & GENERAL NOTES 31 & 32)
O3 —
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'
O6 —ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
9O— INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
12 CONSTRUCT 4" PCC RESIDENTIAL DRIVEWAY PER CITY STD DWG NO. 102
X�
ARECORD 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
is y be incorporated herein as a result
Z0
4=.—Ir—
DATE
vPLANS
0 p 0
3
C=E
JW
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
a- TOLL FREE 1-800-227-2600ELEVATION:
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT.
PREPARED FOR
CENTERSTONE DEVELOPMENT COMPANY
Attn: HAL WOODS
3500—B WEST LAKE CENTER DRIVE
SANTA ANA, CALIFORNIA 92704
(714) 437-0800
REVISIONS Engineer City
No. A royal Date: A royal Date:
BENCHMARK
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
1428.6090
S "AMS<�
STREET IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Drawn By:
-7k- A7EC090 QAZA WIA16S. -11'06 •LT
Scale:
Fontana, California 92335 " No. 43976 r,
06- Exp. 6/30/05
JK/WF
FAIRHAVEN DRIVE
65
WINDERMERE WAY
SEE SHEET 6
40
PROFILE
HORIZ: 1"= 40'
VERT: 1"= 4'
GRAPHIC SCALE
0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
Prepared By:
CITY OF FONTANA, CALIFORNIA
ALLAFiD ENGINEERING QROFEssroN9
S "AMS<�
STREET IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Drawn By:
TRACT NO. 15961
Scale:
Fontana, California 92335 " No. 43976 r,
06- Exp. 6/30/05
JK/WF
FAIRHAVEN DRIVE
1 aa— = 40a
(909) 356-1815 Fax (909) 356-1795 * *
�q
Designed By:
J M
FFiCsl�l CEONE WAY WAY
Date:
MAY 2002
F c 1 vI� `'tiP
r
5 -10 —o
' OFCALIF
David S. Hammer, A.C.E. 43976 Date
Checked By:
Approved: `yt.�
Dwg. No.
2N7
4
Im
(expires 6/30/2005)
RC -1 RD
CITY ENGINEER R.C.E. 51152
Filename: M:\DWG\17901\STREET\15961-STR4.dwg