HomeMy WebLinkAbout3038-2W
39
CURVE TABLE
W
151 123
CURVE ANGLE
LENGTH
RADIUS
TANGENT
A 11'46'25"
214.74'
1045.00'
107.75'
B 91856"
169.90'
1045.00'
85.14'
C 1 44'49'29"
17.60'
22.50
9.28'
LATERAL TABLE
LAT BEARING DISTANCE
"A" N3314'40"E 24.91'
"B" N63'07'18"E 40.78'
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CONSTRUCTION NOTES
ROOSEVELT
1 CONSTRUCT 36 DIA RCP, D -LOAD PER PROFILE
a— CONSTRUCT 18" DIA RCP, D -LOAD PER PROFILE
3O- CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN.
4� CONSTRUCT JUNCTION STRUCTURE -PIPE TO PIPE PER APWA STD 331-2. SEE DETAIL ON SHT 3.
5a- CONSTRUCT MANHOLE -PIPE TO PIPE PER APWA STD 320-1. SEE DETAIL ON SHT 3.
CONSTRUCT CONCRETE COLLAR FOR PIPE PER APWA STD J380-2. SEE DETAIL ON SHT 3.
7� CONSTRUCT 24" DIA RCP, D -LOAD PER PROFILE
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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CONSTRUCTION NOTES
ROOSEVELT
1 CONSTRUCT 36 DIA RCP, D -LOAD PER PROFILE
a— CONSTRUCT 18" DIA RCP, D -LOAD PER PROFILE
3O- CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN.
4� CONSTRUCT JUNCTION STRUCTURE -PIPE TO PIPE PER APWA STD 331-2. SEE DETAIL ON SHT 3.
5a- CONSTRUCT MANHOLE -PIPE TO PIPE PER APWA STD 320-1. SEE DETAIL ON SHT 3.
CONSTRUCT CONCRETE COLLAR FOR PIPE PER APWA STD J380-2. SEE DETAIL ON SHT 3.
7� CONSTRUCT 24" DIA RCP, D -LOAD PER PROFILE
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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LEGEND
0 AT
BC BEGINNING OF CURVE
CB CATCH BASIN
CL CENTERLINE
DIA DIAMETER
EC END OF CURVE
ESMT EASEMENT
EX EXISTING
FG FINISHED GROUND ELEVATION
FL FLOW UNE ELEVATION
FS FINISHED SURFACE ELEVATION
GB GRADE BREAK
H HEIGHT
INV INVERT
JS JUNCTION STRUCTURE
LAT LATERAL
LF LINEAL FEET
LT LEFT
MH MANHOLE
NTS NOT TO SCALE
1480.0 PAD ELEVATION
POINT OF COMPOUND CURVE
PRC POINT OF REVERSE CURVE
RCP REINFORCED CONCRETE PIPE n /�
RS RIG T K9L'OZD C)�A W
SD STORM DRAIN
SHT SHEET V 3
ST STREET QA ?.�Z 710 ¢�
ST 10+00 STREET STATION QO co
STD STANDARD & ,��� N
TC TOP OF CURB Z j° o'
CD TS TRANSITION JUNCTION STRUCTURE w 01681
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40 0 40 80+�' ` Q,
1 = 40 scale feet l9TFOF CAI�F���`
REV. REVISION DESCRIPTION DATE ENGR. MY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
� RF-C.oQD C>2.AW1M6 12-0q NG
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
/Q�OFESS/p \
NUR ��
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Y, = No. 31681 Z m
* Exp. 12/31/0 �.
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lF OF CALF
013E317T-Td%1reman Inc.
❑OGS'
Civil Engineering •Planning •Surveying •Public Works
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
PREPARED UNDER THE SUPERVISION OF:
HAROLD A. GARCELON R.C.E. 31681 DATE:
CITY OF FONTANA, CALIFORNIA
SUMMIT HEIGHTS 11
NN BY: STOM DRAM IMPROVEMENT PLANS
MADS/MFP
WCW
GNED BY -
MADS TWT NO, =41-1
ACED BY:
GI C/R 614?16 t
ITY ENGINEER R.C.E. 51152 DATE:
a
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0
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00
TE:
12-07-01
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DR. (LIME "C")
LEGEND
0 AT
BC BEGINNING OF CURVE
CB CATCH BASIN
CL CENTERLINE
DIA DIAMETER
EC END OF CURVE
ESMT EASEMENT
EX EXISTING
FG FINISHED GROUND ELEVATION
FL FLOW UNE ELEVATION
FS FINISHED SURFACE ELEVATION
GB GRADE BREAK
H HEIGHT
INV INVERT
JS JUNCTION STRUCTURE
LAT LATERAL
LF LINEAL FEET
LT LEFT
MH MANHOLE
NTS NOT TO SCALE
1480.0 PAD ELEVATION
POINT OF COMPOUND CURVE
PRC POINT OF REVERSE CURVE
RCP REINFORCED CONCRETE PIPE n /�
RS RIG T K9L'OZD C)�A W
SD STORM DRAIN
SHT SHEET V 3
ST STREET QA ?.�Z 710 ¢�
ST 10+00 STREET STATION QO co
STD STANDARD & ,��� N
TC TOP OF CURB Z j° o'
CD TS TRANSITION JUNCTION STRUCTURE w 01681
W WATER l Zj31 o�
40 0 40 80+�' ` Q,
1 = 40 scale feet l9TFOF CAI�F���`
REV. REVISION DESCRIPTION DATE ENGR. MY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
� RF-C.oQD C>2.AW1M6 12-0q NG
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
/Q�OFESS/p \
NUR ��
z
Y, = No. 31681 Z m
* Exp. 12/31/0 �.
\Clvl\-
lF OF CALF
013E317T-Td%1reman Inc.
❑OGS'
Civil Engineering •Planning •Surveying •Public Works
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
PREPARED UNDER THE SUPERVISION OF:
HAROLD A. GARCELON R.C.E. 31681 DATE:
CITY OF FONTANA, CALIFORNIA
SUMMIT HEIGHTS 11
NN BY: STOM DRAM IMPROVEMENT PLANS
MADS/MFP
WCW
GNED BY -
MADS TWT NO, =41-1
ACED BY:
GI C/R 614?16 t
ITY ENGINEER R.C.E. 51152 DATE:
a
v
0
1'=40"
00
TE:
12-07-01
G NO.:co
2
0
co
3038 3 CD
0
0
0
66
N
0
0