HomeMy WebLinkAbout3861-5NUA IMI LANE
SEE SHEET 4
LINE TABLE
LINE
BEARING LENGTH
Ll
N 1 D'03'59 "W 42.71
SCALE IN FEET
40 80 120 160
C7�5SCALE.• 7 " = 40
CURVE
TABLE
THE BRG. N089'59'31 "E
THE SOUTH LEG OF AN SCE TOWER
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
Cl
10'00'02"
110.00
19.20
9.62
C2 1
89'52'35"
35.00
1 54.90
1 34.92
C3 1
90'07'25"
35.00
1 55.05
1 35.08
SCALE IN FEET
40 80 120 160
C7�5SCALE.• 7 " = 40
DIC7A,LE � T
TOL. FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
S CHA RF AVENUE
REV. I REVISION DESCRIPTION
10 CO.OW 44:�e.4 WrK/GS
DATE I ENGR. I CITY I DATE
Wf/ I e. W.
PA RKHOUSE DRIVE
SEE DWG. NO. 3797
SHEET 7 OF 11
' ' l 16 f
1
II
�� II
II
II
l II
II
I I
Ll SIGHT
II
II
II
II
BENCH MARK. 8-17
Q`'
BRASS CAP IN THE CONCRETE BASE OF
THE BRG. N089'59'31 "E
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST
PROP. R/W
OF SAN SEVAINE RD., 2.65 M/ WEST
16427-1, M.B. 29617-11.
-�
hr�T C M V
p�A`\i
3 J
J
IN,
J �
^- q
OTYP
LO 0
A `°
11
11
11
14
13
12
11 10
9
S
T
5
4
3
10
DIC7A,LE � T
TOL. FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
S CHA RF AVENUE
REV. I REVISION DESCRIPTION
10 CO.OW 44:�e.4 WrK/GS
DATE I ENGR. I CITY I DATE
Wf/ I e. W.
PA RKHOUSE DRIVE
SEE DWG. NO. 3797
SHEET 7 OF 11
' ' l 16 f
1
II
�� II
II
II
l II
II
I I
Ll SIGHT
II
II
II
II
BENCH MARK. 8-17
BASIS OF BEARINGS:
BRASS CAP IN THE CONCRETE BASE OF
THE BRG. N089'59'31 "E
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST
AS SHOWN ON TR NO.
OF SAN SEVAINE RD., 2.65 M/ WEST
16427-1, M.B. 29617-11.
OF SIERRA AVE.
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p�A`\i
ELEVA 770N: if 1428.609
SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision Of
Q11-0 r PREPARED IN THE OFFICE OF
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF ��° �, �� I wq Fti MADOLE AND A SSOCIA TES, INC.
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
•r�f•rr CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT.
r - No. 36637 c'M 760-A S. ROCHESTER A VENUE
Exp: 06-30-06 ONTARIO, CA 91761
C 1 V I\- O���Q-
PHONE (909) 937-9151
0 CAL \4147ftldc'15- �lj FAAA lih!k
Date
RCE 3663 EXP.
WENDELL L. I WA TSURU
CONS TRUC TION NOTES
Ol CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
COMPACTED TO 95% (SEE GENERAL NOTES 31 & 32).
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CI7Y STD. PLAN NO. 1003.
O5 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005
"W" PER PLAN.
O9 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 130.
10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
11 INSTALL STREET LIGHT, KING LUMINAIRE # K118 -EAR -11-150 HPS-
K16-HSS-TS-PR-EDISON LEXAN LEXAN NOSTALGIC POLE
13 REMOVE EXIST. BARRICADE.
RE -CORD
IDRAWING
QROEESSIp 9��\
T� �2='1111
• ��� ��
n N0. 58020 m
a a�
hr�T C M V
p�A`\i
PA R. HUDDLESTON RCE: 0-17211 E
I R `i ' I :!'T �:`; C
,.l PLANNING - ENC':111EEIUN16 SUG�: [:.*-.'VrmG
?900 ADAMS ST STE. A-15; '::;IVERSI0,E', CA.
CITY OF FONTANA, CALIFORNIA
PRI VA TE STREET IMPROVEMENT PLANS
DRAWN BY SCHARF AVENUE SCALE.•
MVA CV FROM NUA / LAE TO PARKHOUSE DRIVE AS SHOWN
DESIGNED BY NO. 16569 DA TF•
SCLIITR�)PTOCT 2005
CHECKED BY.• AP 0 VED S : DRA WING N0. 5
41 3861
SCL J•M•ITY ENGINEER R.C.E. 51152 DATE 5
Z
4
J:\126-2001\streets\st05.dwa. 11/2/2005 10:35:22 AM. MVA