SCALE IN FEET - Forsyth County, Georgia...100 200 400 SCALE IN FEET 0 CURVE # 6 CURVE #6 CURVE CURVE...
Transcript of SCALE IN FEET - Forsyth County, Georgia...100 200 400 SCALE IN FEET 0 CURVE # 6 CURVE #6 CURVE CURVE...
100 200 400
SCALE IN FEET
0
CURVE #6
CURVE #6
CURVE #6
CURVE #7
CURVE #7
CURVE #6
CURVE #7
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P.C. 162+10.56
P.T. 171+63.51
P.C. 178+59.75
P.I. 166+98.49
P.I. 189+69.93
S 70°5
8’59.9
" E
S 40°39’00.9" E
e= 3.00%
E= 64.96
R= 1800.00
L= 952.94
T= 487.92
D= 03°10’59.16"
DELTA= 30°19’59.0" (LT)
E= 2319918.5619
N= 1551257.9302
PI Sta= 166+98.49
Curve# 6
S 70°5
8’59.9
" E
CURVE #7
e= NC
E= 76.66
R= 8000.00
L= 2206.28
T= 1110.18
D= 00°42’58.31"
DELTA= 15°48’04.6" (RT)
E= 2322087.6919
N= 1550510.3322
PI Sta= 189+69.93
Curve# 7
1014+00
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1016+00
1017+00
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P.T. 1032+80.80
P.I. 10
22+09.51
2001+00
2002+00
2003+00
2004+00
2005+00
2006+00
2007+00
2008+00
2009+00
2010+00
2011+00
2012+00
2013+00
2014+00
2015+00
2016+00
2017+00
2018+00
2019+00
2020+00
2021+00
2021+12 2021+12
P.C.
2001+7
5.52
P.T. 2004+23.06
P.C. 2007+33.45
P.T. 2013+11.39
POE 2021+11.57
P.I.
2003
+04.
89
P.I.
2010
+48.
27
3000+00
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3015+0
0
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0
POB 3000+00.00
P.C. 3005+82.64
P.T. 3014+87.68
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4002+0
0
4003
+00
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+00
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P.C. 4000+88.26
P.T. 4013+91.67
POE 4020+33.58
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P.C. 50
00+00.00
P.T. 5008+61.04
P.C. 5011+92.55
P.T. 5016+76.93
P.I.
5004
+61.
91
P.I.
5014
+62.
01
CURVE #15
CURVE #16
CURVE #
17
CURVE #18
CURVE #19
CURVE #20
e= 8.00%
E= 23.46
R= 345.00
L= 247.54
T= 129.37
D= 16°36’26.90"
DELTA= 41°06’38.9" (LT)
E= 2321641.2638
N= 1550968.1687
PI Sta= 2003+04.89
Curve# 15
e= 8.00%
E= 79.10
R= 587.00
L= 577.94
T= 314.82
D= 09°45’38.81"
DELTA= 56°24’41.7" (RT)
E= 2321401.6901
N= 1551683.7082
PI Sta= 2010+48.27
Curve# 16
e= 8.80%
E= 1506.15
R= 325.00
L= 905.04
T= 1802.07
D= 17°37’46.09"
DELTA=159°33’12.4" (RT)
E= 2322265.5973
N= 1552520.1177
PI Sta= 3023+84.71
Curve# 17
e= 9.20%
E= 12135.33
R= 424.00
L= 1303.40
T= 12552.17
D= 13°30’47.36"
DELTA=176°07’50.4" (LT)
E= 2311859.7221
N= 1541593.9127
PI Sta= 4126+40.43
Curve# 18
e= 8.00%
E= 75.37
R= 444.00
L= 484.38
T= 269.46
D= 12°54’16.04"
DELTA= 62°30’24.0" (RT)
E= 2319603.3766
N= 1551128.1213
PI Sta= 5014+62.01
Curve# 20
e= 8.00%
E= 105.35
R= 960.00
L= 861.04
T= 461.91
D= 05°58’05.92"
DELTA= 51°23’22.5" (LT)
E= 2320024.3047
N= 1550152.1436
PI Sta= 5004+61.91
Curve# 19
N 39°02’45.6" E
N 22°35’58.1" E
N 18°30’40.8" W
N 37°54’00.9" E
N 43°02’45.6" E
S 22°35’58.1"
W
S 39°10’36.1"
W
N 43°02’45.6" E
N 23°19’48.0" W
N 39°10’36.1" E
CUR
VE #14
e= MATCH EXISTING
E= 103.58
R= 5760.00
L= 2168.56
T= 1097.27
D= 00°59’40.99"
DELTA= 21°34’16.0" (RT)
E= 2319765.0310
N= 1549790.2074
PI Sta= 1022+09.51
Curve# 14
e= MATCH EXISTING
E= 103.58
R= 5760.00
L= 2168.56
T= 1097.27
D= 00°59’40.99"
DELTA= 21°34’16.0" (RT)
E= 2319765.0310
N= 1549790.2074
PI Sta= 1022+09.51
Curve# 14
FL 1
218.
19’
DRIVEGRAVEL
SIGN
400 WHEE
LS
DRIVE
SIGN
GA’S OL
D FEDE
RAL
STRAIN PO
LE
W/ FLA
SHERS
SIGN
SIG. A
HEAD
POLE
FLAG
POLE
FLAG
BOXELE
C.
ASPHALT
AREA
POLE
FLAG
POLE
FLAG
SIGN
JCT 19 &
400SIG
NDIE
SEL
SIGN
400 WHEE
LS
SIGNMA
RTIN R
OAD
TRAF
FIC
SIGN
AL A
HEAD
SIGNMA
RTIN R
OAD
TRAF
FIC
SIGN
AL A
HEAD
SIGN15
00 F
EET
ROAD W
ORK
SIGNWO
RK Z
ONE
SIGNZO
NEWORK
SIGN55 M
PH SI
GN55 M
PH
SIGNWO
RK Z
ONE
SIGNZO
NEWORK
SIGNSH
ELTE
RANIM
AL
SIGN65 M
PH
SIGNRO
AD W
ORK
SIGNMI
LEAG
E
SIGN65 M
PH
SIGNRO
AD W
ORK
SIGNJU
NCTI
ON 369
SIGNRE
LECT
OR
SIGNWE
ST 369
SIGNEA
ST 369
SIGNTR
EE F
ARM
BOTT
OMS
SIGNW/ F
LASHIN
G LI
GHT
TRAF
FIC
SIGN
AL A
HEAD
SIGNGA
INES
VILL
E
CANT
ON
SIGNFO
RSYT
H FD
SIGNRE
FLEC
TOR
SIGNNO
RTH 19/400
SIGNRE
FLEC
TOR
SIGNRE
FLEC
TOR
SIGNRE
FLEC
TOR
FLUMECO
NCRE
TE
FLUMECO
NCRE
TE
FLUMECO
NCRE
TE
SIGNFO
OD & G
AS
EXIT 17
SIGNOA
K TR
EE L
ANE
SIGNDO N
OT E
NTER
SIGNNO O
UTLE
T
SIGNME
DIAN
SIGNON
E WA
Y
SIGNME
DIAN
SIGNSP
EED
CHEC
KED
SIGNRE
FLEC
TOR
SIGNRO
AD W
ORK
SIGNRE
FLEC
TOR
SIGNTR
UCKS K
EEP
RIGH
T
SIGN45 M
PH
SIGNCA
NTON
SIGN36
9 WE
ST
SIGNYI
ELD
SIGNDO N
OT E
NTER
SIGNST
OPSI
GNTRUC
K EN
TER
SIGNFL
ASHI
NG LIG
HT
TRAF
FIC
SIGN
AL A
HEAD
SIGNFL
ASHI
NG LIG
HT
TRAF
FIC
SIGN
AL A
HEAD
SIGNRE
FLEC
TOR
SIGNGA S
TATE P
ATRO
L
SIGNAC
CESS C
ONTR
OL
SIGNAC
CESS C
ONTR
OL
SIGNJU
NCTI
ON 369
SIGNRO
AD W
ORK
SIGN36
9 EA
ST
SIGNST
OP
SIGNWR
ONG
WAY
SIGNRE
FLEC
TOR
SIGNRE
FLEC
TOR
SIGNFO
RSYT
H FD
SIGNRO
AD W
ORK
SIGNRO
AD W
ORK
SIGNCA
NTONGA
INES
VILL
E
SIGNBO
B’S
TREE F
ARM
SIGNTR
UCK
ENTR
ANCE
SIGNGS
P HE
ADQU
ARTE
RS
SIGNAT
LANT
ADA
HLON
EGA YI
ELD
SIGN
SIGN40
0 SO
UTH
RIGH
T
400
NORT
H LE
FT
SIGNST
OP O
N RE
D
SIGNON
E WA
Y
SIGN19/400 S
OUTH
SIGN65 M
PH
SIGN�
MILEEX
IT 17
SIGNRO
AD W
ORK
SIGN65 M
PH
SIGNRE
FLEC
TOR
SIGNME
DIANKE
EP O
FF
SIGN65 M
PH
SIGNW/ F
LASHIN
G LI
GHT
TRAF
FIC
SIGN
AL A
HEAD
SIGNFO
OD & G
AS
EXIT 17
SIGN65 M
PH
SIGN65 M
PH
SIGNVE
HICL
ES E
NTERIN
G
SIGNRE
FLEC
TOR
SIGNON
E WA
Y
SIGNYI
ELD
SIGNEA
ST 369
SIGN45 M
PH
SIGN17 MIL
ES
GAIN
ESVI
LLE SI
GNCABL
EBELL
SOUT
H
SIGNGS
P HE
ADQU
ARTE
RS SIGN40
0 NO
RTH
RIGH
T
400
SOUT
H LE
FT
SIGNFU
EL M
AN
SIGNEN
TRAN
CE
SIGN
ROAD WORK
SIGNPA
RKIN
GNO
ANCH
ORS
SIGN
VALV
EWATE
RLIN
E
MARK
ERWATE
RLIN
E
VENT PIP
E
VENT PIP
E
BOX
BOX
BOLL
ARD
BOLL
ARD
MANH
OLE
WATE
R
VENT PIP
E
8" B
LUE
PVC
VALV
E MA
RKER
TESTIN
G ST
ATIO
N
BIG
FINK
TESTIN
G ST
ATIO
N
BIG
FINK
WATE
R VA
LVE
MONU
MENT
WATE
R VA
LVE
MONU
MENT
VENT PIP
E
POSTWO
OD
POSTWO
OD
POSTWO
OD
WATE
R VA
LVE
MONU
MENT
BOXCO
NTRO
LTR
AFFI
C
PIPEVE
NT
VENT PIP
E
8" B
LUE
PVC
WATE
R PI
PE LIN
E
BLUE P
VC
8"
BOXMA
IL
BOXSE
CURI
TY
POSTME
TAL
LIGH
TYARD
BOXMA
IL
W/ P
OWER
METE
R
WOOD P
OST
CLEA
NOUT
SANI
TARY
LIGH
TYARD
POSTME
TAL
LIGH
TYARD
WATE
R MA
RKER
BOXMA
IL
BOX
BOXCO
NTRO
LTR
AFFI
C
BOXCO
NTRO
LTR
AFFI
C
37MA
RKERMI
LE
37MA
RKERMI
LE
PIPEVE
NT
MARK
ERWATE
RLIN
E
15"
CMP
POSTWO
OD
CLEA
NOUT
SANI
TARY
BOLL
ARDS
ASPH
ALT
PARKIN
G LO
T
WELLMO
NITO
RING
W/ P
OWER
METE
R
WOOD P
OST
CLEA
NOUT
SANI
TARY
PADSE
CURI
TY
BOLL
ARDS
METE
RPOWE
R
INV= 1146.66’
6’H
X 6’
W BO
XES
TRIP
LE B
OX C
ULVE
RT
INV
UNOB
TAIN
ABLE
TOP=1169.83’
DI
WALLRE
TAININ
G
CONC.
BAG
INV=1148.20’
VENT PIP
E
HOMEMO
BILEAB
ANDO
NED
INV=1156.40’
5’W
X 7’
H
TRIP
LE B
OX C
ULVE
RT
FLUMECO
NCRE
TE
FLUMECO
NCRE
TE
ICV
FL 122
0.38’
FL 122
0.38’
BUIL
DING
BUIL
DING
BUIL
DING
CANO
PY
CANO
PY
BUIL
DING
BUIL
DING
BUIL
DING
BOXELE
C.
BOXCO
NTRO
LTR
AFFI
C
CONC.
DRIV
E
CONC.
DRIV
E
CLEA
NOUT
SANI
TARY
CLEA
NOUT
SANI
TARY
VENT PIP
E
PADCO
NC.
PIPEVE
NT
WALLWO
ODTOP
VAUL
T
PADCO
NC.
ASPH
ALT
AREA
ASPH
ALT
AREA
ASPH
ALT
AREA
ASPH
ALT
AREA
BUILDING
CONC.
CONC.
CONC.
CONC.
CONC.
GATE
LUMB
ER S
TORA
GE A
REA
BRIC
K RE
TAININ
G WA
LLBRIC
K SI
GN
BUIL
DING
LUMB
ER S
TORA
GE A
REA
TRAI
LERCO
NC.
SLAB
SLABCO
NC.
WALL
SRETAININ
G
CROS
S-TI
E ST
EPS
WALLBR
ICK
CANOPY
GAS PUMP
CANOPYGAS PUMP
GAS STATION
GAS PUMP
CANOPY
GAS STA
TION
SHEDONE STORY
SHEDONE STORY
MOBILE HO
ME
TWO STOR
Y BUIL
DING
OFFICE BUILDING
EVENT BUILD
ING
ONE STO
RY BUIL
DING
ONE STORY BUILDIN
G
ONE STORY BUILDING
BUILDING
ONE STORY
ONE STORY BUILDING
ONE STORY BUILDING
CANOPYGAS
PUMP
CANOPYGAS
PUMP
CANOPY
GAS PUMP
TEST STATION
BIG FINK
FL 1174.49’
FL 1173.92’
FL 1168.17’
FL 1166.81’
FL 1167.01’FL 1166.27’
FL 1164.79’FL 1164.55’
15"RCP
DRIVEASPH.
DRIVE
ASPH.
DRIVEASPH.
ASPH. PARKING
ASPH. PARKING
DRIVECONC.
GRAVELDRIVE
DRIVEASPH.
ASPH. PARKING
DRIVEGRAVEL
GRAVEL PARKING
5" HARDWOOD
6" HARDWOOD
7" HARDWOOD
6" HARDWOOD
6" HARDWOOD
6" HARDWOOD
5" HARDWOOD
6" HARDWOOD
6" HARDWOOD
6" HARDWOOD
6" HARDWOOD
6" HARDWOOD
FL 122
0.38’
FL 122
0.23’
FL 1217.06’
FL 1215.67’
LIGHTSYARDSMALL
FL 1208.42’
FL 1206.17’
FL 1208.74’
I.E. OUT 120
6.94’I.E. IN 1207
.22’JB TOP EL. 1
209.10’
I.E. OUT 120
8.05’I.E. IN 1208
.24’JB TOP EL. 1
210.41’
FL 1205.38’
FL 1201.54’
FL 1197.88’
DRIVEASPH.
18"CMP
18"RCP
18"RCP
18"RCP
18"RCP
18"RCP
24"RCP
36"RCP
24"RCP
18"CMP
18"RCP
FL 1216.72’
FL 1216.32’
15" CMP
FL 1211.53’
FL 1210.24’
FL 1209.89’
FL 1209.33’FL 1209.36’
FL 1209.87’ FL 1210.03’FL 1210.75’
FL 1207.87’
FL 1207.84’
FL 1205.59’
FL 1210.66’
FL 1209.96’
FL 1209.82’
FL 1208.98’
FL 1208.86’
FL 1208.53’
FL 1208.39’
FL 1205.46’
24"C
MP
30"C
MP
18"CMP
FL 1209.35’
30"C
MP
30"C
MP
30"C
MP
30"C
MP
30"C
MP
18"CMP
18"C
MP
18"RCP
W/SOLID METAL TOP
AREA DRAIN
SCHOOL SIGNCOAL MTN. BEAUTY
PORCH
STUDIO SIGNZEN HAIR
WOOD RET. WALL
WOOD SHED
W/RAMPWOOD PORC
H
PORCH
WOOD RAMP
WOOD SHED
BILLBOARDCAUSEY ORTHORDONTIST
BILLBOARD POST
QUE VENICE DORES S
IGNIGLESI
A PENTECOSTAL
MAS
CONC. FLUME
CONC. FL
UME
CHURCH SIGNBROWNS BRIDGE
ISLANDRAISE C
ONC.
ISLANDRAISE C
ONC.
HEAD WALL
MB
WORK SIGNSEND R
OAD
SIGN
NO PARKIN
G
W/ FLA
SHERS
SIGN
SIG. A
HEAD
SIGN
YIELD
BOXCABL
E
PADCONC.
VAULTDOOR
TO
PADCONC.
FDC
W.V.MONUMEN
T
W.V.MONUMEN
T
CONC. BACKFL
OW W.V.
ICV’S
SIGN
JCT 19 &
400
W/ FLA
SHERS
SIGN
SIG. A
HEAD
DRIVE
SIGN
GA’S OL
D FEDE
RAL SIG
N400 WHEE
LS
ANCHORSSIGN
BOXELE
C.
POLE
FLAG
POLE
FLAG
POLE
FLAG
SIGN
DIESEL
METER
POWER
ICV
SIGN
STOP
SIGN
ROAD WORK
POLE
FLAG
POLE
FLAG
SIGNWORK ZONE
SIGNNO PARKING
SIGN
NO PARKIN
G
MB
POSTS
WOOD
SIGN
YIELD
ICV’S
SIGNWORK ZONE
BOXCABLE
MONUMENTW.V.
MB
SIGNYIELD
SIGNSTOP
BOXPOWER
MB
SIGN
STOP
SIGN
EXIT
TRUCK
BOXELEC.
SIGNSTOP
SIGNROAD WORK
MB
BOLLARDS
SIGNPARKINGPRIVATE
OPENINGDRAIN
OPENINGDRAIN
OPENING
DRAIN
SIGNTRUCKSDELIVE
RY
CONDUIT
BOLLARDS
CONDUIT
ICV’S
48" OAK
36" OAK
36" OAK
18" PECAN
MB
MB RACKS
MARKER
LINE
WATER
FLASHERS
SIGN WITH
SIG. AHEAD
FLASHERS
SIGN WITH
SIG. AHEAD
HWY SIGN
OLD FEDERAL
BOXELE
C.
CABLE B
OXBELLSO
UTH
BOXELE
C.
CABLE B
OXBELLSO
UTH
ISLANDCONC.
STRAIN PO
LE
18"RCP
SIGNGENERALDOLLAR
CP#4334
CP#433
5
CP#5711
CP#5804
CP#5813
CP#6174
CP#6173
CP#605
CP#525
CP#433
6
CP#644
CP#4659
CP#4416
CP#5046
15"RCP
24"CMP
FL 121
5.48’
MH TOP
EL. 12
21.72’
I.E. OUT FL
1211.12’
I.E. IN 1211
.24’MH TOP EL. 12
17.15’
I.E. OUT 120
7.47’I.E. IN 1207
.68’MH TOP EL. 12
12.53’
FL 1200.88’MH TOP EL. 120
4.50’BUILDING
ONE STORY
BUMPSPEED
BUMPSPEED
ASPHALT
AREA
ONE STORY BUILDIN
G
BUILDINGONE STORY
WINGWALL
WINGWALL
15"RCP
15"RCP
18"RCP
SIGNMEDIAN
BOXCO
NTRO
LTR
AFFI
C
INV=1147.59’
INV=1149.77’
48" CMP
INV=1148.72’
48" CMP
CREEK BANK
CREEK BANK
CREEK BANK
CREEK BANK
CREEK BANK
CREEK BANK
WIRE FENCE
CREEK BANK
CREEK BANK
GRAVEL DRIVE
WIRE FEN
CE
WIRE FENCE
CREEK BANK
WETLAND BOUNDARY
GRAVEL DRIVE
CREE
K BA
NK
WIRE FENCE
WETL
AND
BOUN
DARY
CREEK BANK
CREEK BANK
CREEK BANK
CREEK BANK
CREE
K BA
NK
WIRE F
ENCE
CREEK BANK
WETLAND BOUNDARY
WIRE F
ENCE
INV=1157.11’
5’W
X 7’
H
TRIP
LE B
OX C
ULVE
RT
CREEK BANK
CREEK BANK
CREEK BANK
CREEK BANK
INV=1157.77’
WIRE FENCE
WETLAND BOUNDARY
CREEK CL
CREE
K BA
NK
CREE
K BA
NK
WIRE FENCE
CREEK BANK
WETLAND BOUNDARY
WIRE FENCE
CREEK CL
WIRE FENCE
WIRE FENCE
CREEK BANK
CREEK BANK
GRAVEL DRIVE
HOG
WIRE FENCE
CREE
K BA
NK
INV=1161.00’
TOP=1167.88’
STMH
INV=1160.40’
18" CMP
42" RCP
INV=1163.44’
TOP=1167.65’
DI
CREE
K BA
NK
18" C
MP
18" CMP
CREEK CL
INV=1161.59’
INV=1161.72’
WIRE F
ENCE
INV=1161.91’
TOP=1165.39’
DI
WIRE FENCE
INV
OUT=1162.48’
INV IN
=1162.60’
TOP=1168.09’
DI
CREEK BANK
18"
CMP
INV=1162.69’
TOP=1169.15’
STMH
INV=1162.91’
18" CMP
CREEK BANK
CREE
K CL
TD .XE TD .XE
CREEK BANK
WIRE FENCE
CREE
K CL
APRON
ASPH.
HOG
WIRE FENCE
CREEK BANK
CREEK BANK
CREEK BANK
TD .XE
HOG
WIRE FENCE
TD .XE
.P.O.E
CREEK CL
E.O.P.
BARBED WIRE
FENCE
INV=1166.74’
WIRE FENCE
.P.O.E
120" C
MP
INV=1166.97’
G&C
INV=1167.14’
TD .XE
CREEK BANK
CREEK BANK
WIRE FENCE
G&C
E.O.P.
KLAW
EDI
S
GRAVEL DRIVE
KLAW
EDIS
CREEK BANK
TD .XE
G&C
G&C
CREEK BANK
WIRE FENCE
E.O.P.
TD .XE
CREEK BANK
INV=1191.32’
INV=1189.80’
CANOPY
G&C
CLEA
NOUT
SANI
TARY
.P.
O.
E
SIDEWALK
.P.
O.
E
GRAVEL DRIVE
G&C
CREEK BANK
ASPH.APRON
EDGE OF ASPHALT SHOULDER
CANOPY
HOG
WIRE FENCE
BARBED
WIRE FENCE
G&C
TD .XE
WIRE FENCE
TD .XE
.P.O.E
GRAVEL DRIV
E
E.O.P.
EDGE OF ASPHALT SHOULDER
CONC.
TD .XE
E.O.P.
E.O.P.
E.O.P.
E.O.P.
WIRE FENCE
EDGE OF ASPHALT SHOULDER
HOG
WIRE FENCE
GRAVEL DRIVE
15" CMP
E.O.P.
BARBED
WIRE FENCE
E.O.P.
INV=1175.55’
WIRE FENCE
E.O.P.
E.O.P.
EDGE OF ASPHALT SHOULDER
APRON
ASPH.
E.O.P.
E.O.P.
E.O.P.
30" RC
P
INV=1179.21’
INV
UNOB
TAIN
ABLE
TOP=1179.62
DI
30" RCP
E.O.P.
BARBED
WIRE FENCE
E.O.P.
EDGE OF ASPHALT SHOULDER
EDGE OF ASPHALT SHOULDER
15’ RCP
INV
UNOB
TAIN
ABLE
TOP=1186.39’
DI
APRONASPHALT
E.O.P.
30" RCP
30" RCP
E.O.P.
E.O.P.
E.O.P.
30" RC
P
30" RCP
.P.O.E
E.O.P.
EDGE OF ASPHALT SHOULDER E
DGE OF ASPHALT SHOULDER
INV=1190.69’
INV=1177.49’
INV=1191.26’
.P.O.E
OAK30
"
GUM42
"
GUM30
"
TEST S
TATI
ON
BIG
FINK
MARK
ERWATE
RLIN
E
MARK
ERWATE
RLIN
E
TEST S
TATI
ON
BIG
FINK
MARK
ERWATE
RLIN
E
MARK
ERWATE
RLIN
E
MARK
ERWATE
RLIN
E
MARK
ERWATE
RLIN
E
VENT PIP
E
E.O.P.
E.O.P.
E.O.P.
INV
UNOB
TAIN
ABLE
TOP=1193.11’
DI
INV=1193.59’
TOP=1197.81’
DI
WIRE FENCE
E.O.P.
EDGE OF ASPHALT SHOULDER
E.O.P.
36" CMP
.P.O.E
INV=1181.42’
MANH
OLE
WATE
R
E.O.P.
E.O.P.
INV=1198.09’
24" CMP
INV=1198.36’
INV=1198.78’
18" C
MP
INV=1198.96’
.P.O.E
E.O.P.
42"
CMP
E.O.P.
E.O.P.
TOP=1199.90’
DI
E.O.P.
24"
RCP
E.O.P.
INV
UNOB
TAIN
ABLE
TOP=1200.32’
DI
EDGE OF ASPHALT SHOULDER
E.O.P.
E.O.P.
E.O.P.
EDGE OF ASPHALT SHOULDER
E.O.P.
INV
UNOB
TAIN
ABLE
TOP=1200.73’
DI
E.O.P.
42"
RCP
E.O.P.
E.O.P.
E.O.P.
INV=1201.91’
EDGE OF ASPHALT SHOULDER
WIRE FENCE
E.O.P.
E.O.P.
E.O.P.
E.O.P.
EDGE OF ASPHALT SHOULDER
E.O.P.
EDGE OF ASPHALT SHOULDER
E.O.P.
EDGE OF ASPHALT SHOULDER
E.O.P.
EDGE OF ASPHALT SHOULDER
E.O.P.
TD .XE
WIRE FENCE
E.O.P.
.P.
O.
E
E.O.P.
.P.O.E
E.O.P.
.P.
O.
E
E.O.P.
E.O.P.
E.O.
P.
EDGE OF ASPHALT SHOULDER
E.O.P.
E.O.
P.
.P.O.E
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
EDGE OF ASPHALT SHOULDER
BUILDING
TD .XE
E.O.P.
INV
UNOB
TAIN
ABLE
TOP=1206.21’
DI
LINE O
NLY
INV=1192.18’
EDGE OF ASPHALT SHOULDER
E.O.P.
EDGE OF ASPHALT SHOULDER
.P.
O.
E
E.O.P.
CONCRETE DRIVE
E.O.P.
E.O.P.
CREE
K CL
CREE
K CL
CREE
K CL
CREE
K CL
CONC.
CONC.
CONC.
CONC.
18"
RCP
LINE O
NLY
INV=1160.17’
CONC.
DIRT D
RIVE
E.O.P.
E.O.P.
E.O.P.
EDGE OF ASPHALT SHOULDER
E.O.P.
E.O.P.
E.O.P.
EDGE OF ASPHALT SHOULDER
.P.O.E
.P.O.E
E.O.P.
.P.O.E
.P.O.E
TD .XE
E.O.P.
.P.O.E
INV=1197.70’
TOP=1209.05’
DI
P.O.E
.P.O.E
EDGE OF ASPHALT SHOULDER
.P.O.E
.P.O.E
G&C
P.O.
E
NORPA .CNOC
EX. DT
EX. DT
EX. DT
EX. DT
EX. DT
SIDE W
ALK
INV=1211.25’
12"
CMP
INV=1216.38’
12"
CMP
P.O.
E
G&
C
G&C
EX. DT
ECNE
F D
OOW
ECNEF DOOW
G&C
G&C
G&
C
EC
NE
F
DO
OW
FL 1211.42’
FL 1210.80’
G&C
.P.
O.E
G&C
.P.
O.
E
G&
C
EX. DT
G&
C
G&
C
G&
C
.P.
O.
E
G&C
EX. DT
INV=1216.91’
G&
C
.P.O.E
.P.
O.
E
E.O.P.
.P.O.E
G&
C
TD .XE
INV=1217.77’
18" RC
P
E.O.P.
EX. DT
INV=1218.76’
.P.O.E
.P.O.E
.P.O.E
E.O.P.
ASPH
ALT
DRIV
E
G&C
I.E. OUT 120
5.56’I.E. IN 1206
.62’I.E. IN 1207
.12’MH TOP EL. 12
12.63’
E.O.P.
G&C
E.O.P.
G&
C
SIGNNO P
ARKI
NG
SIGNAU
TOCORP SI
GNEMPORIU
M
TRUC
K HUBB
ARD
SIGNST
ATE
HWY R/W
SIGN19/400 N
ORTH
SIGNYI
ELD
SIGNSU
NOCO
SIGNST
OP
SIGN40
0 WH
EELS
.P.O.E
G&C
EX. DT
EX. DT
EX. DT
EX. DT
EX. DT
.P.O
.E
G&C
.P.
O.
E
G&C
E.O.P.
.P.O.E
G&C
6" HARDWOOD
HARDWOOD8"
INV EL.
1218.3
0’
SWCB TO
P EL.
1223.0
3’
E.O.P.
G&C
.P.O.E
.P.O
.E
STRUCT
UREWATER V
ALVE
E.O.P.
G&C
G&C
.P.
O.
E
INV=1225.72’
G&
C
G&
C
G&C
G&C
30" CMPIN
V=1226.57’
ASPH. PARKING
ASPH. DRIVE
WIRE FENCE
G&
CE.O.P.
POSTCA
MERAME
TAL
WIRE F
ENCE
E.O.P.
G&
C
INV=1231.06’
WIRE FENCE
LLAW .TER
DOOW FO
POT
LLAW .TER
DOOW FO
POTTOP
OF W
OOD
RET. W
ALL
TOP
OF W
OOD
RET. W
ALL
E.O.P.
WIRE FENCE
15" RCP
ECNEF KNIL
NIAHC
INV=1248.34’
E.O.P.
E.O.P.
E.O.P.
ECNE
F K
NIL N
IAHC
ECNE
F K
NIL N
IAHC
E.O.P.
CONC. DRIVE
LLAW FO POT
ELEC.
METE
R
SR 369/BROWNS BRIDGE ROAD
SR 369/BROWNS BR
IDGE ROAD
SR 369/BROWNS BRI
DGE ROAD
R=50’
12’
12’
12’
12’
12’
12’
12’
12’
8’
12’
CHURCH DRIVEWAY
BROWNS BRIDGE COMMUNITY
SIDEWALK
US 19/ SR 400
R=50’
R=10’
(PRIVATE ROAD)
HEARD INDUSTRIAL BLVD
SIDEWALK
12’
12’
20’
12’
12’
12’
12’
12’
20’
12’
12’
12’
12’
12’
12’
12’
12’
8’
12’
12’
12’
12’
12’
12’
8’
12’
12’
12’
12’
12’
12’
12’
8’
12’
12’
12’
12’
12’
12’
12’
8’
12’
12’
12’
12’
12’
12’
8’
12’
12’
12’
12’
12’
12’
8’
12’
12’
12’
12’
12’
12’
8’
12’
12’
16’
R=35’
R=35’
R=22’
R=10’
16’
R=100’
SR 369/BROWNS BRIDGE ROAD
R=4’
R=10’
SR 369/BROWNS BRIDGE ROAD
SR 369/BR
OWNS BRI
DGE ROAD
SR 369/BR
OWNS BRI
DGE ROAD
SR 369/BR
OWNS BRI
DGE ROAD
SR 369/B
ROWNS BRIDGE R
OAD
SR 369/B
ROWNS BRIDGE R
OAD
SR 369/B
ROWNS BRIDGE R
OAD
SR 369/BR
OWNS BRI
DGE ROAD
SIDEWALK SIDEWALK SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALKSIDEWALK
BEGIN GRAVITY W
ALLSTA. 191+13.
63
END GRAVITY WALLSTA. 1
93+99.14
CONCRETE HEA
DER CURB
GRAVITY RETAINI
NG WALL
(APPROXI
MATE LOCATION)
WAL
MART DRIVE
WAY
12’
12’
12’
12’
8’
12’
12’
SR 369/BROWNS BRIDGE ROAD
12’
12’
12’
12’
8’
12’
12’
20’
(APPROXI
MATE LOCATION)
WAL
MART DRIVE
WAY
R=75’
R=35’
R=35’
R=15’
R=15’
10’ MULTI-USE TRAIL
10’ MULTI-USE TRAIL
10’ MULT
I-USE
TRAIL
10’ MULTI-
USE TRAIL
10’ MULT
I-USE
TRAIL
10’ MULTI
-USE TRAIL
10’ MULTI
-USE TRAIL
10’ MULTI
-USE TRAIL
10’ MULTI-
USE TRAIL
10’ MULTI-USE TRAIL
+39.30
END NC
+24.93
ZERO SUPER
+10.56
REV. CROWN
+53.37
BEG. FULL SE (3.00%)
+20.70END FULL SE (3
.00%)
+63.51
REV. C
ROWN
+49.14
ZERO S
UPER
+34.77
BEGIN
NC
12’
8’
16’
16’
R=75’
R=75’
R=75’
R=4’
R=4’
R=47’
R=4.5’
R=5’
R=65’R=4.5’
RAMP A
RAMP B
RAMP C
RAMP D
R=35’
R=15’
R=150’
R=150’
R=10’
R=75’
R=75’
R=150’
R=200’
16’
16’
16’
16’
R=4’
R=10’
R=75’
16’
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/
R .
XE
W/
R .
XE
W/R .XE
W/R .XE
W/R
.XE
W/
R .
XE
W/R .XE
W/R .XE
W/R .XE
W/R .
XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/R .XE
W/
R .
XE
W/
R .
XE