HomeMy WebLinkAbout3517-5I I 12 11
11 3
1
14
II �
U
Z
1 J
13 o3 v=i W Z 9
TRACT NO. 16495 Q Q.g
12 J ate. \ N 9
133 11 jm 10 �6 3
W �-
Q n U :\ O N�� O Ln
" U 2i Q N cMp :�=1W V Q
\134 DWG NO. 3519 z_ SD
n\ � LO V_ 1-4
im
SHT NO. 5 LnI �" ^� ��co �v
9
R H
Q Wz
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+ ��
SASSAFRAS CT.
LOT E LINE OF SIGHT
015+ 11.02 ECR
SEE SHT 12
LuQ
34 0 0 51 N
Z �
Q �
REV.
Q O
0
DIAL"" TWO WORKING
BEFORE DAYS BEFORE
YOU DIG You DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
6'
I
m 1 '
I I . € " i
BLUE ASH LN.
REVISION DESCRIPTION
RECORD DRAWING
1
15
TRACT NO. 16495-2
i LOT A
1
16
$m 7
N PROP. 90" SD PER
DWG NO. 3519
SHT NO. 7
15+11.02 B R
;EE SH71 12
52 53 54
U
W
t
-0.40%-I -
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
17 18 1i9 20 CONSTRUCTION NOTES:
O CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
O3 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. 1003
O4 CONSTRUCT 6"-8" CURB RETURN TRANSITION (SEE PROFILE)
O5 CONSTRUCT CONCRETE SIDEWALK (W=5) PER CITY OF FONTANA STD. 1015
O6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006
Lu m
O8 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, REPLACE WITH PROPOSED
N PAVAEMENT AND FEATHER TO MEET EXISTING GRADE PER LAP JOINT DETAIL
°p N108 ON SHEET 2.
N LO
N o O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 PER DETAIL ON SHEET 3
SEE SHT 3 MAYBERRY ST. SEE SHT 3 10 CONSTRUCT 4.5" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
9 � + 2 TR. NO. 16495-2 , 40� TR. NO. 16495-2 � w E
n v �c� N 3 DWG NO. 3520 20 20 DWG N0. 3520 ,�-� w 11 INSTALL BARRICADE PER CITY OF FONTANA STD. 118 °
J' PROP. 12" SEWER 10+51.84 BCR �� `so6 10+52.00 ECR �`' o
^, 4 g0 CONSTRUCT ACCESS RAMP PER CALTRANS STD. A88A (CASE F) PER DETAIL ON
z -k DWG N 3518 E D CONSTRUCTION �c END CONSTRUCTION cL
w -c o ON SHEET 2.
5 �m SHT NO 4 INE OF SIGHT 11 ® L1N51.03 SIGHT LEGEND
v�- Zm �...LID
.CD-
......
- 4 PROP. A.C. PA VEMEN T
-
I 6
- EXIST. A.C. PAVEMENT TO BE
6
,n 1C
-_ SAWCUT AND REMOVED. THEN
G ,s -m _.. b - i SHEET REPLACED PER LAP JOINT
N89 °04 O 5' EXIST. 78 SD
IMPROVEMENT DETAIL ON SHEET 2
' LAP JOINT DWG Na 2902 PER TRACT 16074
.•.-" .�' ,'.. T. SHT NO 16
4:QI�G NQ,. X3 1402 j LIMITED USE AREA PER CITY �
SHT NO
5 - �' TRACT Nf��607 OF FONTANA STD. 140
CURVE/LINE DATA TABLE
0
DELTA
RADIUS
LENGTH
TANGENT
REMARK
A
90 00'00"
30.00'
47.12'
30.00'
CURB RETURN
B
90 00'00"
30.00'
47.12'
30.00'
CURB RETURN
C
15 08'19"
800.00'
211.37'
106.31'
CENTERLINE
D
1508'19"
778.00'
205.56'
103.38'
LT. CURB
E
15 08'19"
822.00'
217.19'
109.23'
RT. CURB
F
14 44'37"
800.00'
205.86'
103.50'
CENTERLINE
G
13 3835"
822.00'
195.73'
98.33'
LT. CURB
H
14 4437"
778.00'
200.20'
100.65'
RT. CURB
1
88 53'59"
30.00'
46.55'
29.43'
CURB RETURN
j
90 00'00"
30.00'
47.12'
1 30.00'
CURB RETURN
1
14
II �
U
Z
1 J
13 o3 v=i W Z 9
TRACT NO. 16495 Q Q.g
12 J ate. \ N 9
133 11 jm 10 �6 3
W �-
Q n U :\ O N�� O Ln
" U 2i Q N cMp :�=1W V Q
\134 DWG NO. 3519 z_ SD
n\ � LO V_ 1-4
im
SHT NO. 5 LnI �" ^� ��co �v
9
R H
Q Wz
� J
+ ��
SASSAFRAS CT.
LOT E LINE OF SIGHT
015+ 11.02 ECR
SEE SHT 12
LuQ
34 0 0 51 N
Z �
Q �
REV.
Q O
0
DIAL"" TWO WORKING
BEFORE DAYS BEFORE
YOU DIG You DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
6'
I
m 1 '
I I . € " i
BLUE ASH LN.
REVISION DESCRIPTION
RECORD DRAWING
1
15
TRACT NO. 16495-2
i LOT A
1
16
$m 7
N PROP. 90" SD PER
DWG NO. 3519
SHT NO. 7
15+11.02 B R
;EE SH71 12
52 53 54
U
W
t
-0.40%-I -
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
17 18 1i9 20 CONSTRUCTION NOTES:
O CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
O3 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. 1003
O4 CONSTRUCT 6"-8" CURB RETURN TRANSITION (SEE PROFILE)
O5 CONSTRUCT CONCRETE SIDEWALK (W=5) PER CITY OF FONTANA STD. 1015
O6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006
Lu m
O8 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, REPLACE WITH PROPOSED
N PAVAEMENT AND FEATHER TO MEET EXISTING GRADE PER LAP JOINT DETAIL
°p N108 ON SHEET 2.
N LO
N o O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 PER DETAIL ON SHEET 3
SEE SHT 3 MAYBERRY ST. SEE SHT 3 10 CONSTRUCT 4.5" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
9 � + 2 TR. NO. 16495-2 , 40� TR. NO. 16495-2 � w E
n v �c� N 3 DWG NO. 3520 20 20 DWG N0. 3520 ,�-� w 11 INSTALL BARRICADE PER CITY OF FONTANA STD. 118 °
J' PROP. 12" SEWER 10+51.84 BCR �� `so6 10+52.00 ECR �`' o
^, 4 g0 CONSTRUCT ACCESS RAMP PER CALTRANS STD. A88A (CASE F) PER DETAIL ON
z -k DWG N 3518 E D CONSTRUCTION �c END CONSTRUCTION cL
w -c o ON SHEET 2.
5 �m SHT NO 4 INE OF SIGHT 11 ® L1N51.03 SIGHT LEGEND
v�- Zm �...LID
.CD-
......
- 4 PROP. A.C. PA VEMEN T
-
I 6
- EXIST. A.C. PAVEMENT TO BE
6
,n 1C
-_ SAWCUT AND REMOVED. THEN
G ,s -m _.. b - i SHEET REPLACED PER LAP JOINT
N89 °04 O 5' EXIST. 78 SD
IMPROVEMENT DETAIL ON SHEET 2
' LAP JOINT DWG Na 2902 PER TRACT 16074
.•.-" .�' ,'.. T. SHT NO 16
4:QI�G NQ,. X3 1402 j LIMITED USE AREA PER CITY �
SHT NO
5 - �' TRACT Nf��607 OF FONTANA STD. 140
+ J
Alm.-
78
WATER ELM PL.
X \
J r-
77
Ili
----
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o...
PROP. CONCRETE SIDEWALK
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CL
Lo 14
w79 W n II. c�) W
Wo
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rno ,
No. 63494
Exp. Sept. 30, 2008 DATE:
MAT HEW C, HICKS 40' 30' 20' 10' 0' 40' 80' J
UNDr- KWU %j U L) 111VEJ�gTF
civ l� F\P RCE NO. 63494 EXP. 09-30-08
OF �N_ GRAPHIC SCALE: I"=40' a
DATE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA Q
Q mp f E S S JON 3536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �° EW C. 'e ONTARIO, CALIFORNIA 91764-5592 STREET IMPROVEMENT PLANS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� ��� tif� e-1 909.581.0196 FAX 909.581.0192. www.RBF.com
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , DRAWN BY: TRACT 16495-1 SCALE:
" = 40'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � EXP° s�/os G O N S U LT I N G M.E. UNDE OOD DR. JOB NUMBER
' PRE A E UN THE UP RV 10 OF: DESIGNED BY: Q
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sl �1��� �� 15-100634
STANDARDS IN EFFECT. 9lF OF C k`1 - • DATE: ?j-2 j- R. APP EDB DRAWING N1.5
CHECKED B
04/08 p MATTH C. HICKS RCE NO. 63494 EXP. 09-30-06 Wow R. J. R ARDO SANDOVAL 5115 DATE: 3517 (4
D
LOT
D
Z
0-
"I
X
D
m 56
9 ~55
o
0
uj
+ J
Alm.-
78
WATER ELM PL.
X \
J r-
77
Ili
----
i
o...
PROP. CONCRETE SIDEWALK
Lu u -
CL
Lo 14
w79 W n II. c�) W
Wo
+ z� o Qm� �_ � V/
�
kq
co �u 3 m O O C��
+ LLs
c� J W O
t� p OX�Q�iI
rno ,
No. 63494
Exp. Sept. 30, 2008 DATE:
MAT HEW C, HICKS 40' 30' 20' 10' 0' 40' 80' J
UNDr- KWU %j U L) 111VEJ�gTF
civ l� F\P RCE NO. 63494 EXP. 09-30-08
OF �N_ GRAPHIC SCALE: I"=40' a
DATE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA Q
Q mp f E S S JON 3536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �° EW C. 'e ONTARIO, CALIFORNIA 91764-5592 STREET IMPROVEMENT PLANS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� ��� tif� e-1 909.581.0196 FAX 909.581.0192. www.RBF.com
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , DRAWN BY: TRACT 16495-1 SCALE:
" = 40'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � EXP° s�/os G O N S U LT I N G M.E. UNDE OOD DR. JOB NUMBER
' PRE A E UN THE UP RV 10 OF: DESIGNED BY: Q
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sl �1��� �� 15-100634
STANDARDS IN EFFECT. 9lF OF C k`1 - • DATE: ?j-2 j- R. APP EDB DRAWING N1.5
CHECKED B
04/08 p MATTH C. HICKS RCE NO. 63494 EXP. 09-30-06 Wow R. J. R ARDO SANDOVAL 5115 DATE: 3517 (4