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ro,�. - �,� ° o CONSTRUCTION NOTES.
• � - N ax°
�� ,�y��1�• ��� H B 0 1O -CONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE,
,p P� SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1.
x24.12 s+oo N00'0 '00"W �'�' 7+00 - 1 2 RB &GUTTER PER CITY OF FONTANA STD. N0. 101
8 Fs. \� A - - m _CONST. 6 PCC CU
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G N ti I 2 � � N r "
S.s RSGE� N
E' �3z lc W 2 "'E ED�f�TO� DRIVE O3 -CONST. 5 WIDE x 4 THICK PCC SIDEWALK ADJACENT TO CURB PER
/ ?F d, + CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1.
O4 -STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING
t m o K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS-
/ oa Cl 0 y K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE.
J
10' WATER EASEMENT / 3 z Lr'm 3 Z 0 4 5a -CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 105 AND
" % . ;,, C3 U C)ASAS SHOWN PER DETAIL ON SHEET 3.
/ PO p; 4
U J U 0
' ?' J 6 U W m c'' o Cl O6 -CONST. 25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA
10' SEWER EASEMENT ' - Z v a o 00 + STD. NO. 104-A (INCLUDES HANDICAP RAMP & SIDEWALK LANDING)
0 00
+ + + a Ln 8O -CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102
/
10' -STORM DRAIN EASEMENT
_ 11 CONST. PARKWAY DRAIN PER APWA STD. 151-0, INLET TYPE I, S=6'.
(MODIFY TRANSITION FROM 24" TO 36").
-a e r
a� relaJ4 Z4 ¢ oL 12 SAWCUT AND REMOVE EXISTING CURB AND GUTTER.
p a No. aeon
PAUL R. HUD LESTON. JR. DATE
30&,. tic• , * Wil'
BR' +° , �l��1OFF CITY OF FCALIFORNIA
IDLEPgTH DRIVE
NOME
PUBLIC WORKS DEPARTMENT
po oQROFESS/pl, The SP Consulting Group DRAWN BY Ste;
Q _ GRAPHIC SCALE ��� Pfr�� 150 El Camino Real, suite 120 LCS STREET IMPROVEMENT PLANS "
( i +o 0 20 4o ao iso y �' ��' HORZ.: 1 =40
to 3 - _' Z DESIGNED BY EDMONTON DRIVE VERT.: 1-=8'
+ Q Y - - - - _ `` `- No.35275 Tustin, California 92680
row a - - _ - _ * Exp.9/30/99 SES TRACT NO. 14573
J * (714)573-4425 FAX (714)573-4499 CHECKED BY DATE:
.10 J ( IN FEET ' CIV1� ! PREP ED U DE THE SUPERVISION OF: TAP PLAN AND PROFILE 03/02/98
• :.r c~n m v 1 inch 40 it COIF OpL1F0 cc
11 12 RECogo D2Awitit6S TR. I14S73 P2l�,Je. 3 'FM 9 3 02 3 -4-98 JOB N0. %26cfi -' �./.�.u� ¢•zs-9s DR. NO. SHT. N0.
REVISIONS DATE C DATE APPROVED 2588
APPROVAL APPROVAL HOMAS A. PETERSEN R.C.E. 5275 DATE: �,., CITY ENGINEER R.C.E. 2 OF 9
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CURVE DATA
DELTA
RADIUS
LENGTH
TANGENT
DELTA
RADIUS
LENGTH
TANGENT
A
89'57'32"
43.00'
67.51'
42.97'
K
95'28'57"
25.00'
41.66'
27.51'
B
19'18'00"
325.00'
109.48'
55.26'
L
90'00'00"
25.00'
39.27'
25.00'
C
15'24'02"
575.00'
154.55'
77.75'
M
90'00'00"
25.00'
39.27'
25.00'
D
16'10'17"
800.00'
225.80'
113.65'
N
15'27'04"
593.00'
159.92'
80.45'
E
141'38'34"
58.00'
143.38'
166.75'
0
15'27'04"
557.00'
150.21'
75.56'
F
89'57'32"
25.00'
39.25'
24.98'
P
90'00'00"
25.00'
39.27'
25.00'
G
25'50'31
62.00'
27.96'
14.22'
Q
90'00'00"
25.00'
39.27'
25.00'
H
19'18'00"
307.00'
103.41'
52.20'
R
13'16'28"
818.00'
189.52'
95.18'
19'18'00"
343.00'
115.54'
58.32'
S
45'57'58"
782.00'
627.37'
331.67'
J
86'27'40"
25.00'
37.73'
23.50'
T
25'50'31
62.00'
27.96'
14.22'
I
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