HomeMy WebLinkAbout08120009 REMCO Addition Large Plan Pg.F(INDOT STD. SPECS.
OR APPROVED EQUIV.)
FILTER FABRIC TO BE
PLACED ON THE SIDES
AND BOTTOM OF TRENCH.
18"
(MIN)
6"
(MIN)
INFILTRATION SWALE DETAIL
SHAPED BOTTOM OR 4"
OF 8 WASHED GRAVEL
BENEATH TILE
PERFORATED DOUBLE WALLED
SUBSURFACE TILE
q t <i �r it e.:
a? �s s ��M�A�� y fY�li�.ti��1+�4 4•i Ar��Yil�M�.1�'���1�5 *w fi i
ms.
f ;',4,\: 4 0 ►th ?s!'1►�! ice 'f f(frw ik /S 411! .,r'l. „view ri.�..nti
t }•M
894.70
894.00
894.68
894.13
891.90
887.50
1
887182
EASEMENT
M.E.I
1893.41
e STORM SEWER TABLE
1 892.591
891.84
SIR CASTING TC /GUT* INVERTS STRUCTURE TYPE
100 N/A 883.86 N =882 36 (18 END SECTION
101 NEENAH R- 1077 -A RIM= 887.50 N 882.47 (18 s 882.47 (18') CONTROL STRUCTURE
102 NEENAH R- 1077 -A RW 88 s 882.83 (18'), w 882.83 (6" sso) CONTROL STRUCTURE
103 N/A 886.56 NW 885.31 (15") END SECTION
104 NEENAH R- 1077 -A 890.00 IN 885.88 (12"), SE 885.53 (15') 48" MANHOLE
105 NEENAH R- 1077 -A 890.50 NW 887.11 (12"), S 887.01 (12 48" MANHOLE
106 NEENAH R- 1 077 -A 892.00 N 887.27 (EX. 12'), SW 887.27 (12') 48" MANHOLE
107 N/A 886.50 w 885.00 (18') END SECTION
108 NEENAH R -3405 891.57 SE 885.19 (8' ROOF DRAINS), w =887.88 (EX. 12 E 885.19 (18") 60' MANHOLE
#8 WASHED GRAVEL
891.57
888.00
Ti,a i-
;90.01� !92
......-7 --89,
"1�~-�'36,,01:10 0 0:_ 51%
J
J-. s
2b'~
,7 890.791 EASEMENT
1.889.56F.
L
1890.671 tO
M.E.
M 1890.951 1890.871
1 i
89 f.J%J
889.53
GRADING DRAINAGE NOTES
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. AU. SOLES SHALL HAVE A MINIMUM SLOPE OF 1.00%.
3. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
4. SLOPES SHALL NOT BE GREATER THAN 3:1 UNLESS OTHERWISE SPECIFIED.
5. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD 11LE CROSSES
PROPOSED BUILDING PADS. ALL FELD TILES INTERCEPTED TO BE PERPETUATED
INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS
CANNOT BE DONE.
6. ALL UNDER LAWN AREAS SHALL BE COMPACTED TO AT LEAST 90 PERCENT
STANDARD PROCTOR DENSITY (ASTM D -698). FILL UNDER BUILDING AND
PAVEMENT AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT STANDARD
PROCTOR DENSITY (ASTM D -698).
7. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO
THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS
ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND
ENGINEER THE REQUIREMENTS FOR STOCKPIUNG, REMOVAL OR IMPORTING OF
EARTH.
8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN
5' OF PAVED AREAS IS TO BE BACKFILLED WITH GRANULAR MATERIAL
9. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AUTHORITY
SHALL APPLY FOR ALL STORM SEWER CONSTRUCTION.
PERMANENT _I NCHMARK: MAR G 24 2.0 miles Northwest along St. Hwy 29 from the
intersection of 71st Street at Augusta, Marion County, at the intersection of 86th
Street, 93 feet Southwest of the centerline of St. Hwy. 29, and 60 feet South of the
centerline of St. Hwy. 100. An Indiana St. Hwy. Commission Standard Disk, Stamped
MAR G 24 and set in top of a concrete post ELEV. 859.14 (NAV) 88) 860.50
(NGVD 29)
ON -SITE BENCHMARK: Sanitary manhole E -10 as shown on utility plan by Mid States
Engineering along the East line of the subject parcel. ELEV. 894.80
TEMPORARY BENCHMARK: Northeast bonnet bolt on fire hydrant East side of entrance
drive, TBM �50. ELEV. 894.72
C.O.
T.C. 891.50
INV. 887.80
11' OF 12" RCP 0 1.4076 --I
C.O.
T.C. 892.20
INV. 886.48
LEGEND
1 Vt
t
t i
t t
1
4
EASEMENT BOUNDARY
EXISTING RIGHT -OF -WAY
FLOODPLAIN NOTE
ASSUMED NORTH
SCALE: 1 30
t
1 1 1 1
i 1 1 1 4
t 1 1 1 t
1 1 1 t 1
t
0° CO 1 t
i l
1 W 1
t 00 4' {t-A 1
Cn t j
1 1 1 03
t 1 C)D
1 t 1N..)
t 1
I 1 1 1
t 1 1
t i 1
t 1 1
1 t i
AI 1 1
1 1 i
1 i 1
t t
1 t
1 i t tt
1 1 t tl
1 t i 11
1 1 1 1 1
1 1 1 tt
t 1 1 1
1 1 1 1-t
1 1 1 t1
1C°CO1 ,1i
10 O° CO 1
co Cr1 t
t 1 1
1 f 1
1 t
1 1 09
1 1 1
i
i
10
t
14
ktn
I
op
THIS SITE DOES NOT LIE WHIN A FEDERALLY DESIGNATED FLOODPLAIN:
FIRM MAP PANEL NUMBER: 205E (HAMILTON COUNTY)
FIRM MAP NUMBER: 180080 (HAMILTON COUNTY)
FEBRUARY 19, 2003.
-SAN EXISTING SANITARY SEWER MANHOLE
EXISTING STORM SEWER INLET MANHOLE
PROPOSED STORM SEWER, INLET, BEE HIVE INLET
4 END SECTION W/ RIP -RAP
EXISTING CONTOUR UNE
PROPOSED CONTOUR UNE
DOCKET N0. 08120009 TAC
N
O
c4
w
U)
w
Z
w
w
C9
w
J
O
U
Z
N
up
C�O
E
cv B
6
w
0
c
'5
r
N C
Z
Z
o
Q
w
0 0
Q
J
W
Q::
0
Z
0
c4 14 4
EL
(.9
J Q
J Z
Ca C7 W
CO Z W Z
EE
o:: �Z
I
F-
zO
W C
z
ow t
CK
v. 2
s
``ottl tea 18/
e alik
No.
PE10809477
-o' STATE OF
I sIONAL
�i/ff1i111
BY:
SHEET
C103
OF
1
JOB TWC.005