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! 13
EXISTING LEGEND
PROPOSED LEGEND
LOCATION
6' WOVEN --WIRE FENCE
R
DESCRIPTION UPSTREAM
E ATION
DOWNSTREAM I TOP OF
ELEVATION ICASTING O FL
CASTING REMARKS
E' RAIL & POST FENCE
112
7+99 S
24" ROLLED CONCRETE CURB
— - —T - - -T
UNDERGROUND TE!_EPHONE
o��
PROPOSEC SANITARY SEWER
— — — — -- --
EASEMENT
1 1431DETAIL
9/8 1
FLOW LINE OF FITCH & JESSUP DITCH
SETBACK LIFE
,
t�. I
SUBDIVIS'0�1 BOUNDARY
—
CENTERUNE
PROPOSED 8+t2
BEE J�
GAS GAS
UNDERGROUND GAS MAIN
— — —
ADJOINER PROPERTY LINE
TCOM
UNDERGROUND TELECOMMUNICATIONS
36" RCP INV - 84915' D
V --"--
PROPOSED WATER MAIN
PROPERTY or R/W UNC
— — —
— PROPOSED STORM SEWER
---- E E `--
UNDERGROUND ELECTRIC LINE
28+00
STRE[_ S741I0N & ELEVATION
W
WATER LINE
ff cl7-
SANITARY SEWS R
RIP -RAP & GABION BASKETS
TO PROVIDE
EXISTING STORM SEWER
FOR CULVERTS
FLOW 4RR0N
& SWALE SFE DTL. 9/12
CONCRETE PAVEMENT
707.
PROPOSED GRADE
ASPHALT PAVEMENT
CLEARANCE ON EACH SIDE OF
769.0
PAI ELG JA''O(d (ROUGH GRADE )
O
CURB INLET
�.,
6"x6" AMER!7ECh PHONE PEDESTAL
85 '
i
7Lj
e
CINERGY Ei.ECTRiC BOT,
FIRE HYDRANT
SC, 100' PA.D
w
�-
WATER `✓ALVL
STREE' SIGIt
I
BRAMBLEWOOD \ RIP`RAP
w
GAS VALVE
X 8R 9 t"
/ INLET
+ —
FLOW ARROW
54" R C.P. S INV.
- 848.88'
Ex1SrNG COr�r�_;R
WITH NEW CULVERT
STORM MANHOLE
T O.C. - 856 61'
•
SANITAR MA'rHOI-�_
54" R C.P N INV. - 848.78'
E_X!STII,G 6u1�H
54" R P W INV. - 848.68•
�',xIST�NG TREE.
STORM STRUCTURE DATA
STIR. K
LOCATION
L
R
DESCRIPTION UPSTREAM
E ATION
DOWNSTREAM I TOP OF
ELEVATION ICASTING O FL
CASTING REMARKS
OFF -SM STORM
112
7+99 S
DETAIL 9/8
849.20
END -SECTION
DEBRIS GUARD
113
1 8+57 S
1 1431DETAIL
9/8 1
1 848.98
END -SECTION
,
MATCH LINE SHEET 4
DEVELOPER SHOULD PLUG AND
CAP ALL WELLS ON THE PROPERTY
EXISTING BUILDINGS AND OTHER
IMPROVEMENTS ON THE PROPERTY
SHOULD BE REMOVED BY THE
DEVELOPER. DEBRIS SHOULD NOT
BE BURIED ON-SITE
I
L Z __lam Z�
_K L Y L A_`_I�l__
NOT TC SCALE
I
I
i
Y
X 8
W +
PROPOSED BEEHIVE 7+00
I
I
z 78
i
q iil��l Q
RCP INV. - 849 89'
X
,
t�. I
DEVELOPER SHOULD PLUG AND
CAP ALL WELLS ON THE PROPERTY
EXISTING BUILDINGS AND OTHER
IMPROVEMENTS ON THE PROPERTY
SHOULD BE REMOVED BY THE
DEVELOPER. DEBRIS SHOULD NOT
BE BURIED ON-SITE
I
L Z __lam Z�
_K L Y L A_`_I�l__
NOT TC SCALE
I
I
i
Y
w
Q
Ir
G
X 8
W +
PROPOSED BEEHIVE 7+00
I
I
z 78
T.O.C. - 853.34'
136"
q iil��l Q
RCP INV. - 849 89'
X
,
t�. I
PROPOSED 8+t2
BEE J�
EXISTING 18' CMP TNS I
TO REMAIN UNDISTUR ED I
T. O. C - 853 15'
36" RCP INV - 84915' D
I
APPROXIMATE DIRECTION
OF 18" CMP UNDER DRAIN
TO 8E REMOVED do REPLACED
W Il ��
RIP -RAP & GABION BASKETS
TO PROVIDE
ENERGY DISSIPATION & BENCH
FOR CULVERTS
1I rN
& SWALE SFE DTL. 9/12
PLACE CULVERT TO PROVIDE
CLEARANCE ON EACH SIDE OF
EXISTING FENCE CORNERPOST
�.,
85 '
i
7Lj
e
EXITING ARMORED
I
BRAMBLEWOOD \ RIP`RAP
X 8R 9 t"
/ INLET
1
54" R C.P. S INV.
- 848.88'
ROTATE TO ALIGN
Z
WITH NEW CULVERT
STORM MANHOLE
T O.C. - 856 61'
54" R C.P N INV. - 848.78'
54" R P W INV. - 848.68•
X818.9
X 857.6
X
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I
w
Q
Ir
G
OFF—SITE DRAINAGE
OUTLET TO BE CONSTRUCTED
IN ACCORDANCE WITH THE
RULING BY HAMILTON CO.
DRAIN.BOARD (ALT No. 1 & 2}
DEVELOPMENT PLAN
GRAPHIC SCALE
50 0 25 SO IOO
( IN FEET }
I inch = 50 ft.
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DRAWN BY: PAW
CHECKED BY: ALD
PROJECT No.
9905-008
SHEET No.
5
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OFF—SITE DRAINAGE
OUTLET TO BE CONSTRUCTED
IN ACCORDANCE WITH THE
RULING BY HAMILTON CO.
DRAIN.BOARD (ALT No. 1 & 2}
DEVELOPMENT PLAN
GRAPHIC SCALE
50 0 25 SO IOO
( IN FEET }
I inch = 50 ft.
z „n
z
0
CC u N
O w o
LL_ w Z
LLI > 3
to w p p
� Q w w -D
v X o a
m
w m�
d r �i 0 � r
oC14 CN o -
N n
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t;
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DRAWN BY: PAW
CHECKED BY: ALD
PROJECT No.
9905-008
SHEET No.
5
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