HomeMy WebLinkAboutC-2 Site Grading Plan & Erosion Control Plan827.70
COOLING TOWER
EXISTING COOLING
TOWER
827.70
25 SCREENING
AND PLANTING STRIP
EXISTING MAN UFACTURING
5,515 SQ. FT.
EXISTING WAREHOUSE
34,607 SQ. FT.
Egr Tll
TG 82690
INV 823.10
EXISTING WAREHOUSE
4,080 SQ. FT.
FFE 829.27
EXISTING MANUFACTURING
26,151 SQ. FT.
EXISTING OFFICE
1ST FLOOR 1,800 SQ. FT.
2ND FLOOR 5,878 SQ. FT.
ANCILLARY SPACE
(TOILETS, BREAK ROOM,
LUNCH ROOM) 3,558 SQ. FT.
830
829
828
827
826
825
824
823
822
821
820
M.E.S.
INV 821.52
49
M.E.S.
INV =82137
830
829
828
827
826
825
824
823
822
821
820
EMERGENCY SPILLWAY
ELEVATION 826.00'
1
1/8" 1-O" I 1 1
O'
5-0"
5-0"
1'
z
CO
Oui
a
O 0
1-
Z
�O2
u-
DC
Oz
z t a
d
Z UQ
z
Qz
15-10" I
5-0'
5-0°
2'
1
1
1
1
11n
1
1
1
i
4
J NEW PAVED PARKING SPACES
PC 830.481 TG
829.98
NOTE:
NOTE:
1/8" =1' -0'
830.17 ITG
829.671
REGULATED DRAIN SECTION
15-0' DRAINAGE EASEMENT FROM TOP OF BANK OF
HAWKINS REGULATED DRAIN AS ESTABLISHED BY
NON ENFORCEMENT AGREEMENT FOR DE I ENTION
AREA AND RECORDED AS INSTRUMENT 8814018.
HIGH POINT OF NATURAL GRADE.
SEE SITE GRADING PLAN ON THIS SHEET FOR ELEVATIONS ALONG NEW PARKING AREA
REGULATED DRAIN SECTION
NEW PAVED PARKING SPACES
SEE SITE GRADING PLAN ON THIS SHEET FOR ELEVATIONS ALONG NEW PARKING AREA
4'
5-O" DRAINAGE EASEMENT FROM TOP OF BANK OF
HAWKINS REGULATED DRAIN AS ESTABLISHED BY
NON ENFORCEMENT AGREEMENT FOR DRIVE AND
PARKING AND RECORDED AS INSTRUMENT 9104036.
70 DRAINAGE EASEMENT FROM TOP OF BANK OF
HAWKINS REGULATED DRAIN AS ESTABLISHED BY
NON ENFORCEMENT AGREEMENT FOR PROPOSED
BUILDINGS AND RECORDED AS INSTRUMENT 8814018.
v
ry
4-� /4`
STRAW BALES
FOR EROSION
CONTROL.
r EXIST�$2' GMP ■g
+0` At
ammo i.•
APPROXIMATE TOP OF BANK OF HAWKINS REGULATED
DRAIN PER CERTIFIED SURVEY DATED MARCH 27, 1972,
(JOB NO. 711172 -72536 WEIHE ENGINEERS, INC.) AS
ACCEPTED BY HAMILTON GO. SURVEYOR FOR
ENCROACHMENT INSTRUMENT 8814018 AND 8814012.
O' 1' 2'
0
49
LIMIT OF DEENTION AREA
EXISTING PAVED DRIVE
7
6
r
',to
!TING 4-O” WIDE4ONGRE SWALE�t
e v? v4.
T 15" RCP
(Q
4'
EXISTING PAVED DRIVE
HIGH POINT OF NATURAL GRADE
EX AL
D SECTION
/NA 823.65
e
EROSION CONTROL SILT
FENCE. SEE 1/C-2.
pp
830
829
828
827
826
825
824
823
822
821
820
828.20)
1828.201
END SECTION
INV 823.47
T
1
1
S
@C
f
O
ryA
830
829
828
827
826
825
824
823
822
821
820
N 89 °43'79' W 66634
HIGH POINT OF NATURAL GRADE.
0'N
MATCH EXISTING
PAVEMENT AND
CURB ELEVATION.
rye
'0
v4
EROSION CONTROL SILT
EXISTING
1/ STORM INLET
vip n10
(al
9, R.L EXISTING
jr
.20
DP
0,
eP
EP
Ci PO
MATCH
PAVEMENT 4,
E:L E p p C U 0 I R B A N 0, 0 6.
I .7"
e
'29' yr
EXIST. INLET
TG 82751
A r
40+
v(?)
4f4V
cr: op N8 A 9 51'24"\V 70 0
o e.
4r
el 0
e
11
-kAN
BEEHIVE INLET
TG 828.16
440 9
D I tT L R E E T ET
0
0
tfi
COX
SILT FENCE DETAIL
4" 0 WOOD OR 133
LBS/FOOT STEEL POST,
1C-0" MAX. SPACING.
WIRE FENCE 14 GA
SPACING (MAX)
FASTENED BY Vs/IRE
STAPLES, TIE WRES,
OR HOG RINGS.
FILTER FABRIC
ALONG LENGTH (NO
JOINTS). STAPLE OR
WIRE TO FENCE.
4"x4" TRENCH TO
BE BACKFILLED
AND COMPAC, ED.
6 GRADING PLAN/
EROSION CONTROL PLAN
UPSLOPE
2'
LEGEND
DOWNSLOPE
PROPER LINE
EXISTING EASEMENT LINE
EXISTING 15'-0" NON-ENFORCEMENT
EASEMENT FOR STORM DE. IENTION
EXISTING 70'-0" NON
EASEMENT FOR BUILDINGS
EXISTING 5 NON-ENFORCEMENT
EASEMENT FOR PARKING AND DRIVE
EXISTING SPOT GRADE.
NEW SPOT GRADE
100' 150'
-2
MARK
SWANSON
ASSOCIA'ES
ARCHITECTURE
NORTH
PARK
AVENUE
INDOANAPOJIS,
EINMIANA
4526C-1C20
(31177) 644-1315
PROJ
BUILDING
NO. 5
EXPANSION
FiCDR
ENGINEERED
COOLING
SYSTEMS
201
WEST
CARMEL
DRIVE
HIMIANA
46032
REVISIONS: DATE:
DATE: 06 MAY 2004
DRAWN BY: D. L. Lockwood
CHECKED BY: M. A Swanson
APPROVED BY: M. A. Swanson
PROJECT NUMBER: EGSBLDO5
SHEET
NUMBER:
OF: THREE
COPYRIGHT 2004
MARK SWANSON ASSOCIATES, INC.