HomeMy WebLinkAbout4084-2PROPOSED INTERIM w
21 +00 W W
DETENTION BASIN
BY PENCO ENGINEERING, INC.
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ENT TAPER
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STA. 22+�
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FUTURE 36" STORM DRAIN
PER PENCO ENGINEERING, INC.
5' MIN. 2' MIN.i
OVERLAY AT OVERLAY AT
0. 15' DEPTH FULL DEPTH
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qm
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WA " in
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APN# 2'�
BCR STA.: 3
ECR STA,�' 2,'�7,
SAWCUT EXISTING
PAVEMENT 2' MIN.
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4w - - -- ------ vv
2D+uu
"2 0 0 24+ 0 EXISTING SEEWEP 2T-S-HOWN ON SHEET3
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ECR STA. 25+05.52
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OFF 28�5 RT
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(VAR I ES)
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---
0 1& 2
2.0'
.5$, OFF 2�*,'.b
RT
I
9
OFF 28.5' RT
ECR STA, 23+76.08
OFF 22.0' RT
BCR STA. 24+00.18
OFF 22.0' RT
ECR STA. 24+06.68
R EV, I RE\/ISION DESCRIPTION I DATE I ENGR. I CITY I DATE
Iq
(VARIES)
(9. 4' - 1 1. 2')
17"
4
rn
00
7
OFF 22.0' RT
.........
9
OFF 28.5' RT
ECR STA, 23+76.08
OFF 22.0' RT
BCR STA. 24+00.18
OFF 22.0' RT
ECR STA. 24+06.68
R EV, I RE\/ISION DESCRIPTION I DATE I ENGR. I CITY I DATE
Iq
(VARIES)
(9. 4' - 1 1. 2')
BCR STA, 24+99.
0
00
ei -
0
0
OFF 22.0' RT
.........
+
< -t
3: "'�
ECR STA. 25+05.52
..............
Ld
- r ___
OFF 28�5 RT
8 . .
... . .. ...............
(VAR I ES)
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p
> 0
<
(1.ocv�
/0
(0. 12 - - 1,03 %
---
ECR STA. 24+37,18
2.0'
:]:
- - - - - - - - - - - - -
OFF 22.0' RT
'IN
L- - - - - - - - - - - - -
..........
. .......
V)
0
OFF 2 8.5' RT
GRIND AND OVERLAY
... ......
SIGHT LINE L=300', BCR STA.
25
MPH=40
PER CITY OF OFF
28.5' RT
FONTANA
STD. DETAIL ECR STA. 25+36.02
140.
OFF 22.0' RT
5 P0
(.n �.� 4
00
"0
(n
PROPOSED 6' ROW ZE
BY SEPARATE INSTRUMENT
BCR STA.10+00.00 CUR
RETURN) =
STA, 26+49.27 (JUNIPER
AVE.), OFF 22.0' RT
ELEVATION 1057.64
RELOCATE EXISTING ---J
STOP PER STRIPING PLAN
ECR STA. 10+54.91 (CURB RETURN) =
APN# 255-010-25 STk 10+56.87 (SANTA ANA AVE.), OFF 34.0' RT
ELEVATION 1058.37
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT 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
STANDARDS IN EFFECT.
0
0
SANTA ANA AVENUE
SEE SHEET 3
-vi I--- \__ 10,
�(TING STORM DRAIN PER
�EET IMPROVEMENT PLANS
JOHN EGAN &
SOCIATES DATED 6-1 -79,
G NO 942
\__�EMOVE EXISTING STORM DRAIN
BOX CULVERT TO JUNCTION
STRUCTURE. REPLACE WITH
ENGINEERED BACKFILL, BASE
COURSE & 6.5" A.C. PAVEMENT.
SIGHT LINE L=4,30',MPH=50
PER CITY OF FONTANA STD. DETAIL 140
2 JUNIPER AVENUE
SCALE: HOR 1 40'
north
,,,, � h � C 11 S� -IN
0'4�" ci
p"Ok
v Vv A"
31 M
r ,
Exp
f V I
PF CALC_'oi",0'
(VARIES)
(9. 4' - 1 1. 2')
11.0"
(7.73 - 9.0')WMI�
z
.........
..............
8 . .
... . .. ...............
(VAR I ES)
EXISTING GROUND--
(1.ocv�
/0
(0. 12 - - 1,03 %
---
2.0'
-----------------------------
-- - ---- - - - - - - - - -
- - - - - - - - - - - - -
'IN
L- - - - - - - - - - - - -
..........
. .......
GRIND AND OVERLAY
... ......
T
EXISTING PAVEMEN,
SEE THIS
SHEET FOR
DET&L 3
EXISTING A.C. PAVEMENT
EXI S T I N G
EOP
................ ....
f .... ....
cf)
0
0
SANTA ANA AVENUE
SEE SHEET 3
-vi I--- \__ 10,
�(TING STORM DRAIN PER
�EET IMPROVEMENT PLANS
JOHN EGAN &
SOCIATES DATED 6-1 -79,
G NO 942
\__�EMOVE EXISTING STORM DRAIN
BOX CULVERT TO JUNCTION
STRUCTURE. REPLACE WITH
ENGINEERED BACKFILL, BASE
COURSE & 6.5" A.C. PAVEMENT.
SIGHT LINE L=4,30',MPH=50
PER CITY OF FONTANA STD. DETAIL 140
2 JUNIPER AVENUE
SCALE: HOR 1 40'
north
,,,, � h � C 11 S� -IN
0'4�" ci
p"Ok
v Vv A"
31 M
r ,
Exp
f V I
PF CALC_'oi",0'
ROM 11,1131=1 I
SCALE: N.T.S.
LOOKING NORTH
T. 1. = 6.5
ru"
(VARIES)
(9. 4' - 1 1. 2')
11.0"
(7.73 - 9.0')WMI�
z
(VAR I ES)
EXISTING GROUND--
(1.ocv�
/0
(0. 12 - - 1,03 %
---
---
-----------------------------
-- - ---- - - - - - - - - -
- - - - - - - - - - - - -
'IN
L- - - - - - - - - - - - -
- - - - - - - - - - - -
GRIND AND OVERLAY
TO JOIN
T
EXISTING PAVEMEN,
SEE THIS
SHEET FOR
DET&L 3
EXISTING A.C. PAVEMENT
EXI S T I N G
EOP
ROM 11,1131=1 I
SCALE: N.T.S.
LOOKING NORTH
T. 1. = 6.5
ru"