HomeMy WebLinkAbout3520-8QPpFESSlO,I,q
C. el
No.63494
Exp. Sept. 30, 2008
J' CIVIL
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M -1
15 16 17 18 19 20
TYP.
11 12 13
CURVE/LINE DATA
TABLE
c
Q
DELTA RADIUS LENGTH
TANGENT
REMARK
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A
813542" 37.00' 52.69'
31.93'
CURB RETURN
i
B
813542" 57.00' 81.17'
49.20'
CENTERLINE
RIW PROP. 8" WTR
C
1035'10" 112.00' 20.69'
10.38'
L T. CURB
D
10133'18" 62.00' 109.89'
75.96'
KNUCKLE
E
10 00'02" 112.00' 19.55'
9.80'
LT. CURB
F
N80 5558"W - - 42.36'
- -
L T. CURB
G
NO2 29'16"W -- 42.36'
--
LT. CURB
H
003736" 1000.00 10.94'
5.47'
CENTERLINE
I
003736" 1020.00' 11.16'
1 5.58'
RT. CURB
m
X
25
J N (D
0
141
12,Ct9W
30.77' Ay
FRO
M EC
SACT &V,
12' CIL D. WAY
TYP.12 6.87' FROM EC
Y4 EC
23
BC
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B 17 I N89 `04'00"E i 8
clT�6 c� PROP. 8" SWR Z
G 6+88.05 ECR PER DWG
NO 3521
16+06.88 BCR
_` 0%AA
_
15+55 20 F'CC C 76
M,4 TCHL/NE _ 15'66 14 EC
STA. 155520 _ I
SEA `BADE LANE SEE SHEET 7
M0THEW C. HICKS / -
RCE NO, 63494 EXP. 09-30-08
DATE:
C
N J W
c
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73
SEE SHEET 4
(9 MAYBERRY STREET
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30 o
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L [
1 19 LINE OF SIGHT ('TYP.)—
RAINTREE LANE
4
0
DIAL"" TW❑ WORKING
BEFORE DAYS BEF❑RE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RIW
72
17+93.80
71
( 20+28.41 RAINTREE LANE
18+33.19 MAYBERRY STREET -NORTH
CIL INT
20+26.41 RAINTREE LANE
18+33.19 MAYBERRY STREET -SOUTH
CIL INT
TYP.
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c
26
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114-
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27 28 29
U
N
+
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RIW PROP. 8" WTR
j £ > a
B 17 I N89 `04'00"E i 8
clT�6 c� PROP. 8" SWR Z
G 6+88.05 ECR PER DWG
NO 3521
16+06.88 BCR
_` 0%AA
_
15+55 20 F'CC C 76
M,4 TCHL/NE _ 15'66 14 EC
STA. 155520 _ I
SEA `BADE LANE SEE SHEET 7
M0THEW C. HICKS / -
RCE NO, 63494 EXP. 09-30-08
DATE:
C
N J W
c
�V�
73
SEE SHEET 4
(9 MAYBERRY STREET
Q) C, I
\I ^ U m 6 ,
U � W
J3,1
30 o
�iui
0)m rn S�Ii o CD
L [
1 19 LINE OF SIGHT ('TYP.)—
RAINTREE LANE
4
0
DIAL"" TW❑ WORKING
BEFORE DAYS BEF❑RE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RIW
72
17+93.80
71
( 20+28.41 RAINTREE LANE
18+33.19 MAYBERRY STREET -NORTH
CIL INT
20+26.41 RAINTREE LANE
18+33.19 MAYBERRY STREET -SOUTH
CIL INT
I r///��il;
CONSTRUCTION NOTES:
O1 CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
O2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003
O3 CONSTRUCT BARRICADE PER CITY OF FONTANA STD. 118
O5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015
vt
V_
SEE SHEET 7
CCA _►Anc 1 AMC
6 .' a r i ; ivini
W SEA JADE LANE
SEE SHEET 7
NUTTAIL OAK WAY
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD 313-1 SHOWN ON SHEET 2 '
40' 30' 20' 10' 0' 40' 80' 12 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 1005 40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE. 1"=40' GRAPHIC SCALE. 1"=40'
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
R IMPROVEMENTS NOT QUO f E S S Ipy l 3536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED 0 �o w C 9 ONTARIO, CALIFORNIA 91764-5592 STREET IMPROVEMENT PLANS
� ��c. y � 909.581.0196 FAX 909.581.0192 www.RBF.com
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �. �� f� y� ■ ■ ■ SCALE:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , W �� No .63494 CONSULTING DRAWN BY: TRACT 16495-2 1 $ = 40'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO c M.E. RAINTREE LANE AND JOB NUMBER
Exp. 9/30/06 DESIGNED BY: NU AI AK WAY 15-100634
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sl c I v �� �Q PREP RE ND THE UPE VI oN � �'
9rF R•G: APP OVER DRAWING N
STANDARDS IN EFFECT. 0-8
OF C N�1 DATE: ¢-�-� CHECKED BY:/ z8 •�
2 RECORD DRAWING 04/08 �� MA EW HICKS RCE NO. 63494 EXP. 09-30-06 ;X -I R.J.B. CARDO S DOVAL R.C.E. 51152 DATE: 3520
V
�V FA
REF TRACT 16495
0
WG—NO. 3517
..
SHT / ti
i
I r///��il;
CONSTRUCTION NOTES:
O1 CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
O2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003
O3 CONSTRUCT BARRICADE PER CITY OF FONTANA STD. 118
O5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015
vt
V_
SEE SHEET 7
CCA _►Anc 1 AMC
6 .' a r i ; ivini
W SEA JADE LANE
SEE SHEET 7
NUTTAIL OAK WAY
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD 313-1 SHOWN ON SHEET 2 '
40' 30' 20' 10' 0' 40' 80' 12 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 1005 40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE. 1"=40' GRAPHIC SCALE. 1"=40'
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
R IMPROVEMENTS NOT QUO f E S S Ipy l 3536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED 0 �o w C 9 ONTARIO, CALIFORNIA 91764-5592 STREET IMPROVEMENT PLANS
� ��c. y � 909.581.0196 FAX 909.581.0192 www.RBF.com
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �. �� f� y� ■ ■ ■ SCALE:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , W �� No .63494 CONSULTING DRAWN BY: TRACT 16495-2 1 $ = 40'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO c M.E. RAINTREE LANE AND JOB NUMBER
Exp. 9/30/06 DESIGNED BY: NU AI AK WAY 15-100634
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sl c I v �� �Q PREP RE ND THE UPE VI oN � �'
9rF R•G: APP OVER DRAWING N
STANDARDS IN EFFECT. 0-8
OF C N�1 DATE: ¢-�-� CHECKED BY:/ z8 •�
2 RECORD DRAWING 04/08 �� MA EW HICKS RCE NO. 63494 EXP. 09-30-06 ;X -I R.J.B. CARDO S DOVAL R.C.E. 51152 DATE: 3520
V