HomeMy WebLinkAboutC4.1a Proposed Mass Earthwork Erosion Control Plan pg. 07'HALT
1G AREA
SYMBOL LEGEND
EXISTTNG CHAIN UNKFENCE
GAS UNDERGROUND GAS LINE
WTR UNDERGROUND WATER LINES
UGT= UNDERGROUND TELEPHONEUNES
O IMD 011RHEAD UTILITY LINES
EXISTING SECTION LINE USING MONUMENTA TION (AS NOTED
ROW RIGHT OFWAY
CENTERLINE OF RIGHT-OF-WAY
SHOWS EXISTING FL OWLINE WITH DIRECTION
MAJOR CONTOUR INTERVAL FIVE 5 FEET
MINOR CONTOUR INTU3VAL ONE (1 FOOT
C CALCULATED BEARING AND DIMENSION
M MEASURED BEARING AND DIMENSION
1
I
i
4
P PLATTED BEARING AND DIMENSION
D DEEDED BEARING AND DIMENSION
LSR LOCAL SERYICEROAD
1
I(
41•00 000
1
r
t 1
01,5? 1
t
1 1
1
1
ti
01E0 000 0081.. NNW MIMI
1 3
--Lr. ∎,.....1,-0.•■-- =1.■---..m..■ ,.,...g. .draw ..r .,�....�«st— -.L.... ~s
UST UGT UGT
1 15' NON- EXCLUSIVE UTLITY-EA�EMENL_
N.
C. 9g
-Z92
(2);
TOS
—TOS ---7' TOS
15 WEST BUFFER YARD
-1111-1111-11111
SF
bcY
f
WARRA DEED
INST. NO. 2000
BAKER O NEAL HOLQINGS,` kC. t
RECORDED ON SEPTEMBER 11, 2000
000 001,
--(ID GUY ANCHOR
p1 WATER VALVE
EXISTING FIRE HYDRANT
TEIFPHONE PEDESTAL
T
0 SIGN
13. CAS VALVE
0
GAS LINE MARKER
740 L.F. OF TEMPORARY
DIVERSION SWALE TO
SEDIMENT BASIN 01.0%
MIN. SLOPE
TOS
r\
1
C
ED ELECTRIC MANHOLE
RIGHT-OF-WAY MART WAYNA FOUND
ca) OVERHEAD UIILIIYPOLE
O SUR4fl1lONUNENT FOUND (AS NOIm)
n SEC11aY CORNER UONUNENT (AS NOTED)
TOS TOS TOS TC 'TOS_ T0S
TOS
1
1
1 -1 �i 1
I
y 1
1
I
i
I I OVERHEAD UTILITIES RUN
Tos -1 J ALONG WEST R LINE OF U.S.R. 31
TOS /0- t? TOS O TOS TOS Tas 0.� 7' f�J.. -1�DS� iT
EDGE OF AS
I
L
M.E. MATCH EXISTING
EP EDGE OF PAVEMENT
BC BOTTOM OF CURB
TC TOP OF CURB
----1 000 CONTOURS
FLOW LINE
CURB ELEVATIONS
TC 000.50
BC 000.00
GRADING LEGEND
1000.00k SPOT ELEVATIONS
EDGE OF ASPHALT
EDGE OF ASPHALT
1
1
1
1
Mob 0010101010001.0 1=1"
N I
cO
SF
1
cri
w
TOS TOS TOS
i TOS
7
I
7
7
■■mow■loo
wssii eet il
:s e.. lS,ir♦
7
T
I
\I
Lr_1PAE [1L111
EROSION CONTROL LEGEND
II SILT FENCE
I
1 1
I
GRAVEL CONSTRUCTION ENTRUI 2-%
#31 NORTHBOUND
FRONTAGE ROAD
(AP SH ALT PAVEMENT)
III II RN IN II
As dr Ai
titipio#
turoisgo
iii■franb
oripair
eft i ttirsv
20'
BUILDING
SETBACK
2
15' WEST
BUFFER
YARD
US #31 SOUTHBOUND
859
CEO
860
858
lig
SLO'TED 12" DRAIN RISER PER
SEDiMENT BASIN DETAIL ON
SHEE;T C4.2.
o
LI I I
E
EDGE OF ASPT
EDGE OF ASPHALT
860
CD CD
Cr C
LLJ
GRASS
ASPHALT
RIPRAP
Alk
RISER W/ TRA,SH'
RACK
15" CPP OUTLET
SEDIMENT BASIN
(SEE SI-1ET C4.2
FOR DETAILS)
1•111111111 ii ED I I. il il II II II II II
vjap. l
ip. Aloe
tolfeeeli
Ni
I I A
Edu of
Water
svo
IA
N II
II NI II II II II IN II II II
1
NE 2' PVC Inv. 856.88
E PliC Inv. 856.53
SE 6 Int 656.86
W 6' PVC 857.28
L.F. OF TEMPORARY
',DIVERSION SWALE TO
$EtiolIMENT BASIN 01.0%
M11■1. SLOPE
PLEASE REFER TO SHEET C4.1 FOR EROSION CONTROL
MEASURES DURING AFTER POND AND SITE ARE
co
PROPOSED OFFSITE
DRAINAGE EASEMENT
(SEE SHEETS C3.1
C3.2)
PROPOSED 20'
DRAINAGE
EASEMENT
LOT
CAUTION
40'
QUITCLAIM DEED
INST. NO. 2003-00046802
12156 MERIDIAN ASSOCIATES, 1.1C
RECORDED ON MAY14, 2003
9.241± ACRES DEED
80'
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE including, but not limited to, manholes, inlets,
valves, and marks made upon the ground by others AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-382-5544
CALL TOLL FREE
INDIANA UNDERGROUND
LLI
CC
0
CC
LU
0 CL
LU
cc 0
La
CI
ctr
cc
ur
Ci
0
CL
LLI
Omni 14
r
44 4
4.1 04 1 4 1
VS X
Ls-
Q°
mz-
c.
ric
Ca
La
kat
col
cc
cc cc
.4t w
me
acE cc cc
ig` Ow 0
z 0
c.
DRAWING NO. SHEET OF
C4.1a
PROPOSED MASS EARTHWORK
EROSION CONTROL PLAN
N
CO