HomeMy WebLinkAbout2989-7SEE SHT 4
BEARTREE STREET
54'
11
-UTURE R/W
14 I I 18+85.15 BCR
! I 1365.72 TC
I a �,
35
I
!
20,1201' + o I I O M
1-S 4'
27'27'
~54
BEARTREE STREET
SEE SHT 4
12 13 14 15
49 48 47 46 45
PROPOSE SEWER PER
CITY DWG NO. 2990
R/W 5' PU R
-- --- -- — --- —
6 0
cv R/W 5' PU E
36 37 " 38 39-- 40
1 PROPOSED 8" ATER LINE
BY OTHERS
1 1=Mr"Vr1AF11
TURN -AROUND DETAIL A
SCALE: 1"= 20'
CONSTRUCTION NOTES
0
L
INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT POLES
�6 —
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=5.5'
SHALL BE MARBELITE OR APPROVED EQUAL. PER
CITY STD. DWG # 1016
24.97'
B
25.00'
90'03'48"
O8 —ADJUST
MANHOLE FRAME &COVER TO GRADE PER CITY STD. 109
CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF
95% COMPACTED NATIVE
10
CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118
( See general notes 27 & 28)
11
INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
3� CONSTRUCT 6" PCC CURB AND GUTTER PER CITY
STD. DWG. NO. 1003
12
INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
O5 —CONSTRUCT PCC DRIVE APPROACH PER CITY STD.
DWG. 102, W=55, WIDTH=16'
„ CITY ENGINEER R.C.E. 51152
2M
Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
FORE Y� CBN� TOLL FREE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
o, DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
1_wo REVISIONS TO THE PLANS TO BRING THEM INTO
/ CONFORMANCE WITH CONDITIONS AND STANDARDS
227-26W IN EFFECT.
TWO WORKING DAYS BEFORE YOU DIG
PLANS PREPARED FOR
THE STRATHAM GROUP
2201 DUPONT DRIVE
SUITE 300
IRVINE, CALIFORNIA 92612
(949)833-1554 FAX (949) 833-7853
+ C"
CURVE DATA
O
R
0
L
T
A
25.00'
89°56' 12"
39.24'
24.97'
B
25.00'
90'03'48"
39.30'
25.03'
REVISIONS Engineer City BENCHMARK
Np. ApprQval Date: Approval Date:
R lt' 1'ow-0 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.
ELEVATION: 1428.6090
R/W
1. 5'
PUEI_ 12'
11 6' 5'
2%
PROFILE
HORIZ. 1"=40'
VERT: 1 "= 4'
q- R/W
64' I
5—J
12' PUE
5' 6' 1'
I -
R/W M RECORD DOCUMENT
FUTURE These Record Documents have been prepared
based on information 'd d
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(9 9) 356-1615 Fax (909) 356-1795
Davil S. Hammer, A.C.E. 43976 Date
LOCAL STREET- 64' R/V1l
BEARTREE STREET
FROM STA. 10+51.94 TO 11+02.06
SPRING VIEW DRIVE
prove a 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
which may be incorporated herein as a result
DATE
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
N.T.S.
T.I.=5.5
Filename: M:\DWG\12903\16009\STREETS\16009–ST-7.dwg
CITY OF FONTANA, CALIFORNIA
Q�oFESS Io"9
� S HgM�<�yc
STREET IMPROVEMENT PLANS
Drawn By:
Scale:
�P
� Z
No, 43976 M
DEA/WF
TRACT NO. 16009
1 ))=40"
Exp, 6/30/05 *
L ERO E
Designed By:
Date:
JF JR
/
APRIL 2002
1 CIvz�- ��tiP
FOFF CAL i��
Checked By-4r—
y:
Approved: 1� OZ
Dwg. No.
�779
RGI DSH/DBW
„ CITY ENGINEER R.C.E. 51152
2M
Filename: M:\DWG\12903\16009\STREETS\16009–ST-7.dwg