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RADIUS
LENGTH
TANGENT
REMARKS
1
NOO*56'00"W
226.88'
CENTERLINE
2
28'30"T9�
606.00'
301.52'
15Y�95
CENTERLINE
3
28'30'29"
994.00�
494.57'
CENTERLINE
4
N00056'00"W
166.88'
RT. CURB
5
86'16'03"
25.00'
37.64'
23.42'
CURB RETURN
6
102'34'59"
25.00'
44.76'
31.20'
CURB RETURN
7
15*5 11
588.00'
163.43'
82.25'
RT. CURB
8
04'11'32"
1012.00'
74.05'
37.04'
RT. CURB
9
65-41'03"
25.00'
28.66'
16-14'
CURB RETURN
10
IW_11753"
25.00'
477�5�
35.18'
CURB RETURN
11
. . . . .. . . . . . . .
1012.00'
339.09'
171.15'
RT. CURB
12
36'52iF__12_"
62.00'
39.90'
20.67'
CUL DE SAC
13
253'44'23"
38.00'
168.29'
CUL DE SAC
14
36'52'12"
62.00'
39.90'
20.67'
CUL DE SAC
15
10'04'30"
976.00'
171.62'
86.03'
LT. CURB
16
92'35'30"
25.00'
40.40'
26.16'
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17
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40.40'
26.16'
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624.00'
310.48'
158.52'
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39.90'
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84.14
168.29'
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62.00'
39.90'
20.67'
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1 95 +
11+51.00 BCR 11+51.00 R 11 235 PLAN & PROFILE
230 3 9 �,5$ EC �9:
Q) 50 27.00' FL 1 52.00' 58.no 236
49. 5 4 58,
-1 00
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181 1.0% E
CONSTRUCTION NOTES I- ------
1 - 1 cy-
0' 1 u 50.82 50.87 C !tl
4 11 1 13 Lu 1 vit.
FL - ----- --
CONSTRUCT MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. 67 51.03
0) Cn - 2�f OF C
(SEE GENERAL NOTES 27 k 28) BIRCHT EE 0)* CD
00 253 0 61. 11 FL 0
+ 0 :Z1 0
CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 STREET 2: R:: _j
CD N� 60.2 1
C) X 6 5 . 0 2
cc E_ 3.2.
CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 u _j - u 7,9 C14
Li M 252 4 0 m
V) C) ui RECORD DRAWING
CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 00� 1`0 C) 00 CD
Li C14 251 00
CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104
0 + 2 C�
REV. REVISION DESCRIPTION
D r
RECORD DRAWING
AA&VVVvVVVWWWWWV\A AAA/VV\AA/VV\AA&%1AAAW
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 27-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
24 ro 00 r-
C- ob 9 + 0
CD CD
0- ENGINEER:
+ +
248 (SIGNATURE) (DAM 00
CD
�O
DA;E ENGR. CITY DATE
BENCH MARK: BASIS OF BEARINGS: Lu
SHOULD CONSTRUCTION OF THE REQUIRED Li
*f 1�
Oil& V5
THE BEARINGS HEREON ARE IMPROVEMENTS NOT COMMENCE WITHIN TWO 4 STREET IMPROVEMENT PLANS FOR
EL 1077.40 BASED ON THE CENTERLINE S�_
<�� y TRACT 16074
OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN 27555 YNEZ ROAD, SUITE 400
AS NORTH 89*03'21" EAST HEREON AND CARRIED FORTH IN A TEMECULA, CALIF-ORNIA92591-4679 DRAWN BY: SCALE:
CHISELED BOX IN
PER PARCEL MAP NO. No 43090 CONSULTINE3 909.676.8042 - FAX909.676.7240 www.RBF.com BLACKWOOD STREET AS SHOWN
EASTERLY TOP CURB, 12195, P.M.B.158/28-40. DILIGENT MANNER, THE CITY ENGINEER Exp. 3/31/04 ORR FROM 130',-�OUTH OF FIG LN JOB NUMBER
TAMARIND AVE.; 60' FOR THE PURPOSE OF T�IS MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED NDER DESIGNED BY: TD
SOUTH OF TAMARIND CT., 1p ISION OF: TO 4/NIORTH OF FIR LN
CIVIV
500' SOUTH OF SLOVER MAP ' SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH ORR 15-100187 <
BEEN ROTATED CLOCKWISE OF C N��' APP VE DRAWING NO
0'00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. f DATE: 0 CHE D 7
89*04'00" EAST. MICHAEL A. I
TY Lb 3090 EXP. 3-3 1 -04
,AN RCE NO. C7M=[TY EN EEF R C F 51152 DA Tr
M2 36
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CURB/CENTERLINE DATA
DELTA/BRG
RADIUS
LENGTH
TANGENT
REMARKS
1
NOO*56'00"W
226.88'
CENTERLINE
2
28'30"T9�
606.00'
301.52'
15Y�95
CENTERLINE
3
28'30'29"
994.00�
494.57'
CENTERLINE
4
N00056'00"W
166.88'
RT. CURB
5
86'16'03"
25.00'
37.64'
23.42'
CURB RETURN
6
102'34'59"
25.00'
44.76'
31.20'
CURB RETURN
7
15*5 11
588.00'
163.43'
82.25'
RT. CURB
8
04'11'32"
1012.00'
74.05'
37.04'
RT. CURB
9
65-41'03"
25.00'
28.66'
16-14'
CURB RETURN
10
IW_11753"
25.00'
477�5�
35.18'
CURB RETURN
11
19011'53"
1012.00'
339.09'
171.15'
RT. CURB
12
36'52iF__12_"
62.00'
39.90'
20.67'
CUL DE SAC
13
253'44'23"
38.00'
168.29'
CUL DE SAC
14
36'52'12"
62.00'
39.90'
20.67'
CUL DE SAC
15
10'04'30"
976.00'
171.62'
86.03'
LT. CURB
16
92'35'30"
25.00'
40.40'
26.16'
CURB RETUR-N
17
92'35'30"
25.00'
40.40'
26.16'
CURB RETURN
18
13'14'59"
976.00'
225.70'
113.36'
LT. CURB
19
28o3O'29"
624.00'
310.48'
158.52'
LT. CURB
20
NOO'56'00 vv
bo.88'
LT. CURB
21
90,00,00"
25.00'
39.27'
25.00'
CURB RETURN
22
90,00,00",
25.00'
39.27'
25.00'
CURB RETURN
23
NOOI*56'00"W
27.00'
LT. CURB
24
36'52'T2--�'
62.00'
39.90'
20.67
CUL DE SAC
25
253-44'23"
38.00'
168.29'
CUL DE SAC
26
36-52'12"
62.00'
39.90'
20.67'
CUL DE SAC
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PER PARCEL MAP NO. No 43090 CONSULTINE3 909.676.8042 - FAX909.676.7240 www.RBF.com BLACKWOOD STREET AS SHOWN
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