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VERT. 1w-6
` 15+00 16+00 17+00 18+00 SEE SHEET NO. 719+00 20+00 21+00 22+00 23+00 CONSTRUCTION NOTES:
- SUDBURY WAY m » »
w 1�-CONST. 4 MIN. AC OVER 12 OF 95% COMPACTED NATIVE,
n 56' CN SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1.
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PO 10' 8 8 18 10' I W O -CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101.
A < w S CSXE Ir0RG 1 ;r, 5 N 3�CONST. 5 WIDE x 4 THICK PCC SIDEWALK ADJACENT TO CURB PER
?s, w `G PX V m 59 W o+ o+ CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1.
HPL ` 58 III '000 I I � N `" W z 4�-STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING
4 + 5 25 1' Z; I 60 M F K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS-
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K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE.
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1a 18 6 L 3 U + j 5a -CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 105 AND
3 TRACT N0. 14573-2
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c•i 4 \ \ v= ^ o "' 64 6Q -CONST. 25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA
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_� 52 6 6 t8+oo os,�` ��j 5 6 is+oo ,�?��,�.�r�, M 2 N z N STD. NO. 104-A (INCLUDES HANDICAP RAMP & SIDEWALK LANDING)
00 ,n M J I N - J _ o e "� ^ w O8 -CONST. DRIVEWAY APPROACH PER CITY OF FONTANASTD. NO. 102
c�i o rn w H �� Co 00. 17+0o B C 20+0p X05 � m ("W"=16')
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N.T.S. i inch nET
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. PUBLIC WORKS DEPARTMENT
Q�oFEssoN The s Consulting Group DRAWN BY
�Q�Fr�� 150 El Camino Real, suite 120 LCS STREET IMPROVEMENT PLANS SCALE: HORZ.: 1--40'
CATCH BASIN NO. 5 1^ i DESIGNED BY EDMONTON DRIVE VERT.: 1"-8'
SES
cc�� Tustin, California 92680
N.T.S. oZ No.35275 � 714)573-4425 FAX (714)573-4499 TRACT NO. 14573 & 14573-2
* Exp.9/30/99 * ( CHECKED BY DATE:
�t} CMS. air PREP ED UND THE SUPERVISION OF: TAP PLAN AND PROFILE 03/02/98
CA1.� t "e.Ec'aRo pR�►�,1 �u S" TR. 14-573 QRILI,,SV• 4 o FM 9 3 02 3 _ q- - q $ JOB NO. Cr��� ¢�y9_4S DR. NO. SHT. NO.
CIN APPROVED 2 S8 8
REVISIONS APPROVAL SATE APPROVAL DATE HOMAS A. PETERSEN R.C.E. 35275 DATE: �... CITY ENGINEER R.C.E. 3 OF 9
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CURVE DATA
DELTA
RADIUS
LENGTH
TANGENT
A
16'10'17"
800.00'
225.80'
113.65'
B
18'4500
800.00'
261.80
132.08'
C
11'02'41
800.00' •
154.21'
77.35'
D
10'02'04"
325.00'
56.92'
28.53'
E
25'55'29"
200.00'
90.49'
46.04'
F
13'16'28"
818.00'
189.52'
95.18'
G
45'57'58"
782.00'
627.37'
331.67'
H
8633'45"
25.00'
37.77' r
23.54'
I
87'35'43"
25.00' -
38.22'
23.97'
J
12'54'58"
818.00' �
184.40'
92.59'
K
86"17'35"
25.00'
37.65',
23.43'
L
87'51'45"
25.00'
38.34'
24.08'
M
08'04'46"
818.00'
115.35'
57.77'
N
10'02'04"
307.00'
53.77'
26.95'
0
10'02'04"
343.00'
60.07'
30.11'
P
53'07'48"
62.00'
57.49'
31.00'
Q
233'0748"-
38.00'
154.62'
76.00'
00
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