GPLOT-V8 FORSYTH COUNTY TRANSPORTATION & …...Kennesaw, GA 30144 (770) 421-8422 PROFESSIONAL...
6
REVISIONS LOCATION SKETCH SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS. OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY OF 1988. AMERICAN VERTICAL DATUM (NAVD) 1983)/94 WEST ZONE, AND THE NORTH COORDINATE SYSTEM OF 1984 (NAD USING THE HORIZONTAL GEORGIA THIS PROJECT HAS BEEN PREPARED 100% IN CONG. DIST. NO. 9. FORSYTH COUNTY AND IS THIS PROJECT IS 100% IN DESIGNED IN ENGLISH UNITS PROJECT DESIGNATION: MAJOR COLLECTOR FUNCTIONAL CLASS: R I C E V O R G K A O D R H C R U H C Y W H A G E N O L H A D / 9 R S D R L L E W E P O H 0 0 4 R S / 9 1 S U Y W H T T A M / 9 6 3 R S D R N W O D G N I T T E S D R N I T R A M D R S S U R R U B M A R T I NR D HU B E R T 400 19 369 9 9 LOCATION PROJECT D R T N A L L A T FORSYTH COUNTY TRANSPORTATION & ENGINEERING DEPARTMENT FORSYTH COUNTY DESIGN CONSULTANT PLANS PREPARED AND SUBMITTED BY: AMERICAN ENGINEERS, INC. Louisville, KY 40223 (502) 245-3813 Kennesaw, GA 30144 (770) 421-8422 PROFESSIONAL ENGINEERING 65 Aberdeen Drive Glasgow, KY 42141 (270) 651-7220 1690 Roberts Boulevard, Suite 109 www.aei.cc 2500 Nelson Miller Parkway Branch Offices P P X X P P P L T T T T CONVENTIONAL SIGNS LAND LOT LINE R/W & LIMIT OF ACCESS . . . STATE OR COUNTY LINE CITY LIMIT LINE PROPERTY LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TELEPHONE OR TELEGRAPH POLES POWER POLES TELEPHONE LINE POWER LINE RAILROAD FENCE R/W MARKERS LIMIT OF ACCESS REQUIRED EXISTING RIGHT OF WAY LINE SURVEY OR BASE LINE RIGHT OF WAY OF PROPOSED INTERSECTION IMPROVEMENT SR 9 AT OAK GROVE CIRCLE 60-001 PLANS COMPLETED 5-1-2019 5/1/2019 lbeavin GPLOT-V8 gplotborder-V8i-PO.tbl 60-001.dgn GRWCOV CONCOV 07/31/2015 P.I. No. DRAWING No. 200 400 SCALE IN FEET 0 100 T S A T E O G F E O R G I A 1 7 7 6 C O N S T I T U T I O N J U S T I C E S R 9 / DAH L ON E GAH I GH W AY OA K G R OV E C I RC LE Y A W H G I H A G E N O L H A D / 9 R S 9 8 1 2 6 4 3 5 30’ ACCESS EASEMENT LANDLOT 397 LANDLOT 396 LANDLOT 397 LANDLOT 396 OAK GROVE CIRCLE STA. 40+00.00 SR 9/DAHLONEGA HIGHWAY STA. 20+00.00 = 15 + 00 E X . R / W E X . R / W EX. R/W EX. R/W 35 + 00 EX. R/W EX. R/W 25 + 00 P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L L AND L O T 396 L AND L O T 11 7 REQ’D R/W REQ’D R/W REQ’D R/W E 2316377.747 N 1562286.367 STA. 16+11.71 SR 9/DAHLONEGA HWY. BEG. MILLING, INLAY, AND WIDENING E 2316376.440 N 1562258.898 STA. 15+84.21 SR 9/DAHLONEGA HWY. BEG. CONSTRUCTION BEG. PROJECT STA. 16+75.00 SR 9/DAHLONEGA HWY. BEG. LEVELING, OVERLAY, AND WIDENING END MILLING, INLAY, AND WIDENING E 2316641.755 N 1563271.023 STA. 26+35.90 SR 9/DAHLONEGA HWY. END MILLING AND INLAY END PROJECT STA. 24+50.00 SR 9/DAHLONEGA HWY. BEG. MILLING AND INLAY END LEVELING, OVERLAY, AND WIDENING E 2316112.382 N 1562671.118 STA. 36+50.00 OAK GROVE CIR. BEG. LEVELING, OVERLAY, AND WIDENING END MILLING, INLAY, AND WIDENING E 2316012.885 N 1562661.094 STA. 35+50.00 OAK GROVE CIR. BEG. MILLING, INLAY, AND WIDENING LIMIT OF CONSTRUCTION STA. 16+00.00 SR 9/DAHLONEGA HWY BEG. RIGHT OF WAY ACQUISITION STA. 26+23.00 SR 9/DAHLONEGA HWY END RIGHT OF WAY ACQUISITION STA. 35+54.64 OAK GROVE CIRCLE LIMIT OF RIGHT OF WAY ACQUISITION S H EET 5 S H EET2 SHEET 3 SHEET 4
Transcript of GPLOT-V8 FORSYTH COUNTY TRANSPORTATION & …...Kennesaw, GA 30144 (770) 421-8422 PROFESSIONAL...
REVISIONS
LOCATION SKETCH
SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.
OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO
SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT
FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE
INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON
THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY
OF 1988.
AMERICAN VERTICAL DATUM (NAVD)
1983)/94 WEST ZONE, AND THE NORTH
COORDINATE SYSTEM OF 1984 (NAD
USING THE HORIZONTAL GEORGIA
THIS PROJECT HAS BEEN PREPARED
100% IN CONG. DIST. NO. 9.
FORSYTH COUNTY AND IS
THIS PROJECT IS 100% IN
DESIGNED IN ENGLISH UNITS
PROJECT DESIGNATION:
MAJOR COLLECTOR
FUNCTIONAL CLASS:
RIC
EV
ORG
KAO
DR HCRUHCYWH A
GEN
OL
HAD/9 R
S
DR LLEWEPOH
00
4
RS/
91
SU
YWH TTA
M/96
3 R
S
DR NWODGNITTES
DR NITRAM
DR
SS
URR
UB
MARTIN RDHUBERT
400
19
369 9
9
LOCATIONPROJECT
DR TNALLAT
FORSYTH COUNTYTRANSPORTATION & ENGINEERING DEPARTMENT
FORSYTH COUNTY
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
Kennesaw, GA 30144
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220
1690 Roberts Boulevard, Suite 109
www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
P P
X X
P P
PL
TTTT
CONVENTIONAL SIGNS
LAND LOT LINE
R/W & LIMIT OF ACCESS . . .
STATE OR COUNTY LINE
CITY LIMIT LINE
PROPERTY LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TELEPHONE OR TELEGRAPH POLES
POWER POLES
TELEPHONE LINE
POWER LINE
RAILROAD
FENCE
R/W MARKERS
LIMIT OF ACCESS
REQUIRED
EXISTING
RIGHT OF WAY LINE
SURVEY OR BASE LINE
RIGHT OF WAY OF PROPOSED
INTERSECTION IMPROVEMENT
SR 9 AT OAK GROVE CIRCLE
60-001
PLANS COMPLETED 5-1-2019
5/1/2019
lbeavin
GPLOT-V8
gplotborder-V8i-PO.tbl
60-001.dgn
GRWCOV
CONCOV
07/31/2015
P.I. No.
DRAWING No.
200 400
SCALE IN FEET
0 100
TS
A T E
O
GF
EO
R
GI
A
17
76
CONS
TIT
UTI
ON
JU
STI
C
E
OM
DER
ATIO
N
DO
MWIS
SR 9/DAHLONEGA HI
GHWAY
OAK GROVE CIRCLE
YAWHGIH AGENOLHAD/9 RS
9
8
1
2 6
4
3
5
30’
AC
CE
SS
EA
SE
ME
NT
LA
ND
LO
T 397
LA
ND
LO
T 396
LA
ND
LO
T 397
LA
ND
LO
T 396
OAK GROVE CIRCLE STA. 40+00.00SR 9/DAHLONEGA HIGHWAY STA. 20+00.00 =
15+00
EX. R/
W
EX. R/
W
EX. R/W
EX. R/W
35+0
0
EX.
R/
W
EX.
R/
W
25+00
PL
P L
PL
PL
PLPL
PL
PL PL
P L
PLPL
P L
P L
PL
PL
PL
PL
PL
PL
PL
PL
P L
PL
PL
LANDLOT 3
96
LANDLOT 1
1
7
REQ’D R/WREQ’D R/W
REQ’D R/W
E 2316377.747N 1562286.367STA. 16+11.71
SR 9/DAHLONEGA HWY.BEG. MILLING, INLAY, AND WIDENING
E 2316376.440N 1562258.898STA. 15+84.21
SR 9/DAHLONEGA HWY.BEG. CONSTRUCTION
BEG. PROJECT
STA. 16+75.00SR 9/DAHLONEGA HWY.
BEG. LEVELING, OVERLAY, AND WIDENINGEND MILLING, INLAY, AND WIDENING
E 2316641.755N 1563271.023STA. 26+35.90SR 9/DAHLONEGA HWY.END MILLING AND INLAYEND PROJECT
STA. 24+50.00SR 9/DAHLONEGA HWY.BEG. MILLING AND INLAYEND LEVELING, OVERLAY, AND WIDENING
E 2316112.382N 1562671.118STA. 36+50.00OAK GROVE CIR.
BEG. LEVELING, OVERLAY, AND WIDENINGEND MILLING, INLAY, AND WIDENING
E 2316012.885N 1562661.094STA. 35+50.00OAK GROVE CIR.
BEG. MILLING, INLAY, AND WIDENINGLIMIT OF CONSTRUCTION
STA. 16+00.00SR 9/DAHLONEGA HWY
BEG. RIGHT OF WAY ACQUISITION
STA. 26+23.00SR 9/DAHLONEGA HWYEND RIGHT OF WAY ACQUISITION
STA. 35+54.64OAK GROVE CIRCLELIMIT OF RIGHT OF WAY ACQUISITION
SHEET 5
SHEET 2
SHEET 3 SHEET 4
60-002
FORSYTH COUNTY
1# EVRUC
24" DEPTH
RIP RAP, 26 SY
TP 3 STONE DUMPED
P L
P L
SEE SHEETS 3,5,6
SEE SHEET 3,4,6
57.88’16+95.00
50.11’16+00.00
89.00’17+12.00
89.00’17+59.00
95.00’17+85.00
80.00’17+90.00
74.00’16+00.00
50.57’16+42.95
77.00’16+75.00
80.00’17+59.00
85.00’18+00.00
88.00’17+78.00
53.97’17+37.00
75.00’17+37.00
55.39’17+65.00
75.00’17+65.00
20
SCALE IN FEET
0 40 80
5/1/2019
lbeavin
GPLOT-V8
gplotborder-V8i-PO.tbl
60-002.dgn
GRWPLN
DATE REVISIONSDATE REVISIONS
RIGHT OF WAY MAP
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS PROJECT NO:
COUNTY: FORSYTH
DRAWING No.
P.I. No.
7/31/2015 GRWPLN
GMD: 878
DATE 05/01/19 SH 2 OF 6
LAND DISTRICT: 3
MATC
H LI
NE ST
A. 18+00.00
DR
AWI
NG
No. 60-003
LAND LOT NO: 397
TRANSPORTATION AND ENGINEERING DEPARTMENT
FORSYTH COUNTY
15+00
16+00
17+00
P.C. 14+98.87
P.T. 17+72.54
P.I. 16+36.14
E= 3.39
R= 160.00
L= 65.29
T= 33.10
E= 2316356.7369
N= 1562695.7352
PI Sta= 38+95.59
Curve# 5
E= 6.71
R= 1400.00
L= 273.67
T= 137.27
E= 2316372.6319
N= 1562310.8052
PI Sta= 16+36.14
Curve# 1
E= 1.12
R= 170.00
L= 38.85
T= 19.51
E= 2316417.9710
N= 1562571.4426
PI Sta= 18+99.82
Curve# 2
YAWHGIH AGENOLHAD/9 RS
STA. 16+32.58, 15.63’BEG. W-BEAM GUARDRAIL
END T-BEAM GUARDRAIL
STA. 17+56.71, 30.52’TP 1 ANCHORAGE
END W-BEAM GUARDRAIL
STA. 16+32.12, 15.36’TP 12A ANCHORAGEEND T-BEAM GUARDRAIL
STA. 16+11.71, 14.43’BEG. T-BEAM GUARDRAIL
TP 5 ANCHORAGE
STA. 16+11.71, 14.75’BEG. T-BEAM GUARDRAIL
TP 5 ANCHORAGE
STA. 17+48.72, 50.65’BEG. W-BEAM GUARDRAIL
TP 1 ANCHORAGE
STA. 17+63.02, 34.03’TP 1 ANCHORAGE
E 2316377.747N 1562286.367STA. 16+11.71
SR 9/DAHLONEGA HWY.BEG. MILLING, INLAY, AND WIDENING
E 2316376.440N 1562258.898STA. 15+84.21
SR 9/DAHLONEGA HWY.BEG. CONSTRUCTION
BEG. PROJECT
STA. 16+75.00SR 9/DAHLONEGA HWY.
BEG. LEVELING, OVERLAY, AND WIDENINGEND MILLING, INLAY, AND WIDENING
NELLIE WELCH
N/F
TALLANT FAMILY LIMITED PARTNERSHIP
N/F
EX. R/W
W/R .XE
EX. R/W
W/R .XE
1
2
DRIVEWAY EASM’T
REQ’D R/W
OF SLOPESEASM’T FOR CONSTR.
STA. 16+00.00SR 9/DAHLONEGA HWY
BEG. RIGHT OF WAY ACQUISITION
DRAINAGEMAINT. OF SLOPES &
EASM’T FOR CONSTR. &
TRACT 1
REQ’D R/W
DE10001
DE10041DE10040
DE10076
DE10000
DE10029
DE10039
DE10030
DE10038
DE10012
DE10009DE10010
DE10011
DE10037
DE10036
DE10035
GAS
MARKER GAS
MARKER
4’ F.B. SPCL. DT.
60-003
FORSYTH COUNTY
2# EVRUC
3# EVRUC
4# EVRUC
5#
EV
RUC
SEE SHEETS 2,5,6
SEE SHEETS 4,5,6
SEE SHEETS 2,4,6
62.38’19+40.00
85.00’18+00.00
59.07’18+14.16
78.00’18+34.00
71.00’19+00.00
66.01’19+00.00
98.00’19+40.00
102.00’19+62.00
133.00’19+82.00
121.00’20+14.00
89.00’20+35.00
100.00’20+19.00
103.00’20+03.00
42.58’21+05.00
62.00’21+53.00
45.30’20+54.24
65.58’20+53.07
67.34’21+10.00
84.00’38+95.00
59.00’38+52.00
83.00’21+12.00
75.00’21+52.00
91.00’38+95.00
89.00’18+65.00
94.00’19+00.00
76.00’37+97.00
80.00’18+60.00
90.00’19+05.00
50.39’18+24.96
52.93’19+73.00
20
SCALE IN FEET
0 40 80
5/1/2019
lbeavin
GPLOT-V8
gplotborder-V8i-PO.tbl
60-003.dgn
GRWPLN
DATE REVISIONSDATE REVISIONS
RIGHT OF WAY MAP
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
Design File and Plot Substitution information
PROJECT NO:
COUNTY: FORSYTH
DRAWING No.
P.I. No.
7/31/2015 GRWPLN
GMD: 878
DATE 05/01/19 SH 3 OF 6
LAND DISTRICT: 3
LAND LOT NO: 396 & 397
MATC
H LI
NE ST
A. 18+00.00
DR
AWI
NG
No. 60-002
MAT
CH LI
NE ST
A. 22+00.00
DR
AWI
NG
No. 60-004
MATCH
LINE S
TA.
38+5
0.00 D
RAWING
No.
60-0
05
FORSYTH COUNTY
TRANSPORTATION AND ENGINEERING DEPARTMENT
39+00
P.C.
38+6
2.49
P.T. 39+27.78
P.I. 38
+95.59
19+00
21+00
P.C. 18+80.31
P.T. 19+19.16
P.C. 20+71.05
P.T. 20+96.10
P.C. 21+56.44
P.I. 18+99.82
P.I. 20+83.64
P.I. 21+83.76
E= 3.39
R= 160.00
L= 65.29
T= 33.10
E= 2316356.7369
N= 1562695.7352
PI Sta= 38+95.59
Curve# 5
E= 1.12
R= 170.00
L= 38.85
T= 19.51
E= 2316417.9710
N= 1562571.4426
PI Sta= 18+99.82
Curve# 2
E= 0.79
R= 100.00
L= 25.04
T= 12.59
E= 2316493.0034
N= 1562739.3967
PI Sta= 20+83.64
Curve# 3
E= 0.67
R= 560.00
L= 54.61
T= 27.32
E= 2316512.2318
N= 1562837.7871
PI Sta= 21+83.76
Curve# 4
YAWHGIH AGENOLHAD/9 RSYAWHGIH AGENOLHAD/9 RS
OAK GROVE CIRCLE STA. 40+00.00SR 9/DAHLONEGA HIGHWAY STA. 20+00.00 =
EL
CRI
C
EVOR
G K
AO
W-BEAM GUARDRAIL
W-BEAM GUARDRAIL
STA. 18+98.40, 40.11’TP 1 ANCHORAGE
STA. 38+64.13, 41.18’TP 1 ANCHORAGE
STA. 39+41.41, 64.62’TP 1 ANCHORAGE
STA. 21+08.95, 40.73’TP 1 ANCHORAGE
LA
ND
LO
T 397
LA
ND
LO
T 396
APP
RO
X.
LA
ND
LO
T
LI
NE
NELLIE WELCH
N/F
TALLANT FAMILY LIMITED PARTNERSHIP
N/F
RICHARD & CONNIE LUMMUS
N/F
LA
ND
LO
T 397
LA
ND
LO
T 396
APP
RO
X.
LA
ND
LO
T
LI
NE
EX. R/W
EX. R/W
EX. R/W
W/R .XE
EX.
R/
W
EX.
R/
W
1
2
3
EASM’TDRIVEWAY
EASM’T FOR CONSTR.
OF SLOPES
AREA 2
OF SLOPES AREA 1EASM’T FOR CONSTR.
REQ’D R/
W
REQ’D R/W
CONSTR. OF SLOPES
EASM’T FOR
CONSTR. OF SLOPESEASM’T FOR
OF SLOPES
& DRAINAGE
EASM’T FOR CONSTR.
& MAINT.
REQ’D
R/W TR
ACT 2
DE10025
DE10026
DE10068
DE10069
DE10027
DE10028
DE10070
DE10044
DE10003
DE10043
DE10006
DE10042
DE10002
DE10007
DE10035
DE10031
DE10034
DE10032
DE10033
DE10049
DE10048
DE10078
DE10013
DE10018
DE10077
DE10017
DE10016
DE10014
DE10015
DE100524’ F
.B. SPCL
. DT.
4’ F.B. SPCL. DT
.
2’ F.B. SPCL. DT.
SPCL.
DT.4’ F.B.
SPCL. DT.
2’ F.B.
60-004
FORSYTH COUNTY
#4CURVE
24" DEPTH
RIP RAP, 15 SY
TP 3 STONE DUMPED
PL
PL
PL
PL
PL
PL
PL
SEE SHEETS 3,5,6
SEE SHEET 6
SEE SHEET 6
SEE SHEET 6
SEE SHEETS 2,3,6
SEE SHEET 6
65.00’22+79.21
78.00’22+83.33
50.03’22+74.47
65.00’23+10.66
50.62’23+06.13 70.00’
23+12.23
63.00’24+45.00
58.00’24+52.00
62.00’24+08.00
68.00’24+15.00
50.38’24+70.00
50.28’25+31.81
60.00’25+32.49
50.24’25+57.00
60.00’25+53.00
62.77’25+75.00
62.88’26+23.00
63.05’26+10.43
79.00’26+04.00
61.89’24+65.00
69.00’24+12.0075.00’
22+17.00
71.00’22+74.09
60.40’22+77.07
20
SCALE IN FEET
0 40 80
5/1/2019
lbeavin
GPLOT-V8
gplotborder-V8i-PO.tbl
60-004.dgn
GRWPLN
DATE REVISIONSDATE REVISIONS
RIGHT OF WAY MAP
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS
Design File and Plot Substitution information
PROJECT NO:
COUNTY: FORSYTH
DRAWING No.
P.I. No.
7/31/2015 GRWPLN
GMD: 878
DATE 05/01/19 SH 4 OF 6
LAND DISTRICT: 3
LAND LOT NO: 396
MAT
CH LI
NE ST
A. 22+00.00
DR
AWI
NG
No. 60-003
FORSYTH COUNTY
TRANSPORTATION AND ENGINEERING DEPARTMENT
23+00
24+00
25+00
26+00
27+00
P.T. 22+11.04
E= 0.67
R= 560.00
L= 54.61
T= 27.32
E= 2316512.2318
N= 1562837.7871
PI Sta= 21+83.76
Curve# 4
YAWHGIH AGENOLHAD/9 RS
+38
+06
STA. 25+15.00, 25.43’TP 12A ANCHORAGE
END W-BEAM GUARDRAIL
E 2316641.755N 1563271.023STA. 26+35.90SR 9/DAHLONEGA HWY.END MILLING AND INLAYEND PROJECT
STA. 24+50.00SR 9/DAHLONEGA HWY.BEG. MILLING AND INLAYEND LEVELING, OVERLAY, AND WIDENING
30’
AC
CESS
EAS
EM
EN
T
TRAVIS WALLACE
N/F
NELLIE WELCH
N/F
REBECCA IVEY
JAMES &
N/F
JACK & LISA IVEY
N/F
JAMES IVEY
N/F
RICHARD & CONNIE LUMMUS
N/F
EX. R/W EX. R/W
EX. R/WEX. R/W
3
5
2
4
6
7
EASM’TDRIV
EWAY
DRIVEWAY EASM’T EASM’TDRIVEWAY
EASM’T FOR CONSTR. OF SLOPES
CONSTR. OF SLOPES
EASM’T FOR
EASM’T FOR CONSTR. OF SLOPES
AREA 2EASM’T FOR CONSTR. OF SLOPES
STA. 26+23.00SR 9/DAHLONEGA HWYEND RIGHT OF WAY ACQUISITION
DRIV
EWAY EA
SM’T
DE10071 DE10072
DE10073
DE10074
DE10075
DE10094
DE10095
DE10093
DE10092
DE10051
DE10085
DE10050
DE10084
DE10054
DE10053
DE10057
DE10087
DE10086
DE10056
DE10055
DE10088
DE10091 DE10090
DE10089
BOX
BOX
BOX
BOX
BOX
4’ F.B. NORMAL DT.
4’ F.B. SPCL.
DT.
60-005
FORSYTH COUNTY
PL
PL
PL
P L
SEE SHEETS 2,3,6
SEE SHEETS 2,3,6
SEE SHEET 6
SEE SHEET 6
SEE SHEETS 3,4,6
40.05’36+90.00
72.00’37+67.60
40.05’37+79.88
64.00’37+70.67
40.05’36+50.00
64.00’36+86.00
58.00’36+49.00
72.00’36+63.00
38.87’36+40.00
38.38’36+99.6551.00’
36+95.00
65.00’37+26.00
64.00’37+61.01
39.69’37+56.37
39.57’35+54.64
55.00’35+79.00
56.00’36+59.00
58.00’36+17.00
56.00’36+99.00
70.00’37+23.00
72.00’37+40.00 69.00’
37+61.97
60.00’36+67.00
68.00’37+82.00
63.00’38+47.00
71.00’38+00.00
69.00’38+22.00
20
SCALE IN FEET
0 40 80
5/1/2019
lbeavin
GPLOT-V8
gplotborder-V8i-PO.tbl
60-005.dgn
GRWPLN
DATE REVISIONSDATE REVISIONS
RIGHT OF WAY MAP
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS PROJECT NO:
COUNTY: FORSYTH
DRAWING No.
P.I. No.
7/31/2015 GRWPLN
GMD: 878
DATE 05/01/19 SH 5 OF 6
LAND DISTRICT: 3
LAND LOT NO: 396 & 397
MAT
CH LI
NE ST
A. 38+50.00
DR
AWI
NG
No. 60-003
TRANSPORTATION AND ENGINEERING DEPARTMENT
FORSYTH COUNTY
35+00
36+00
37+00
38+00
E= 3.39
R= 160.00
L= 65.29
T= 33.10
E= 2316356.7369
N= 1562695.7352
PI Sta= 38+95.59
Curve# 5
E= 0.67
R= 560.00
L= 54.61
T= 27.32
E= 2316512.2318
N= 1562837.7871
PI Sta= 21+83.76
Curve# 4
OAK GROVE CIRCLE
STA. 37+50.00, 28.61’TP 12A ANCHORAGE
END W-BEAM GUARDRAIL
STA. 38+35.25, 32.77’BEG. W-BEAM GUARDRAIL
TP 1 ANCHORAGE
E 2316012.885N 1562661.094STA. 35+50.00OAK GROVE CIR.
BEG. MILLING, INLAY, AND WIDENINGLIMIT OF CONSTRUCTION
E 2316112.382N 1562671.118STA. 36+50.00OAK GROVE CIR.
BEG. LEVELING, OVERLAY, AND WIDENINGEND MILLING, INLAY, AND WIDENING
LANDLOT 396
DEXTER GRAVITT
N/F
HUGH MOORE
N/F
RICHARD & CONNIE LUMMUS
N/F
ANTHONY REID
N/F
TALLANT FAMILY LIMITED PARTNERSHIP
N/F
EX. R/W EX. R/W
EX. R/WEX. R/W
LANDLOT 396LANDLOT 397
APPROX. LANDLOT LINE
TALLANT FAMILY LIMITED PARTNERSHIP
N/F
9
3
8
1
1
OF SLOPES
EASM’T FOR CONSTR.
CONSTR. OF SLOPES
EASM’T FOR
CONSTR. OF SLOPESEASM’T FOR
REQ’D R/W
REQ’D
R/W
REQ’D R/W
EASM’T
DRIVEWAY
DRIVEWAY EASM’T
EASM’T
DRIVEWAY
CONSTR. OF SLOPESEASM’T FOR
STA. 35+54.64OAK GROVE CIRCLE
LIMIT OF RIGHT OF WAY ACQUISITION
DE10058
DE10059
DE10060 DE10061
DE10081
DE10062
DE10020
DE10024DE10019
DE10021
DE10063DE10064
DE10022
DE10065
DE10066
DE10082DE10083
DE10067
DE10023
DE10047
DE10080
DE10079DE10046
DE10008
DE10005
DE10004
DE10045
GATE
BOX
BOX
4’ F.B. SPCL. DT.
2’ F.B. SPCL. DT.
2’ F.B. SPCL
. DT.
SPCL.
DT.2’ F.B.
2’ F.B. SPCL. DT.
SPCL.
DT.2’ F.B.
60-006
FORSYTH COUNTY
5/1/2019
lbeavin
GPLOT-V8
gplotborder-V8i-PO.tbl
60-006.dgn
GRWPLN
DATE REVISIONSDATE REVISIONS
RIGHT OF WAY MAP
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ’D R/W & LIMIT OF ACCESS PROJECT NO:
COUNTY: FORSYTH
DRAWING No.
P.I. No.
7/31/2015 GRWPLN
GMD: 878
SH 6 OF 6
LAND DISTRICT: 3
LAND LOT NO: 396 & 397
FORSYTH COUNTY
TRANSPORTATION AND ENGINEERING DEPARTMENT
NO SCALE
REQD EASMT AREA = 2903.27 SF DE10000 57.88 L 16+95.00 SR 9 DE10001 80.00 L 17+90.00 SR 9 DE10002 80.00 L 18+60.00 SR 9 DE10003 90.00 L 19+05.00 SR 9 DE10004 64.00 R 37+70.67 Oak Grove Circle DE10045 72.00 R 37+67.60 Oak Grove Circle DE10044 76.00 R 37+97.00 Oak Grove Circle DE10043 94.00 L 19+00.00 SR 9 DE10042 89.00 L 18+65.00 SR 9 DE10041 95.00 L 17+85.00 SR 9 DE10040 89.00 L 17+59.00 SR 9 DE10000 57.88 L 16+95.00 SR 9 ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #1 TALLANT FAMILY LIMITED PARTNERSHIP REQ’D TEMP. EASM’T. DE11 ************************************************************** SEE SHEETS 2,3,5
DE10000 57.88 L 16+95.00 SR 9 DE10040 89.00 L 17+59.00 SR 9 DE10076 89.00 L 17+12.00 SR 9 DE10000 57.88 L 16+95.00 SR 9 ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #1 TALLANT FAMILY LIMITED PARTNERSHIP REQ’D DRWY. EASM’T. DE12 ************************************************************** SEE SHEET 2
REQD EASMT AREA = 1756.96 SF DE10032 66.01 R 19+00.00 SR 9 DE10033 71.00 R 19+00.00 SR 9 DE10049 98.00 R 19+40.00 SR 9 DE10048 102.00 R 19+62.00 SR 9 DE10018 103.00 R 20+03.00 SR 9 DE10013 62.38 R 19+40.00 SR 9 DE10032 66.01 R 19+00.00 SR 9 ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #2 NELLIE WELCH AREA 1 REQ’D TEMP. EASM’T. DE16 ************************************************************** SEE SHEET 3
REQD EASMT AREA = 3745.59 SF DE10015 42.58 R 21+05.00 SR 9 DE10016 89.00 R 20+35.00 SR 9 DE10052 62.00 R 21+53.00 SR 9 DE10051 65.00 R 22+79.21 SR 9 DE10050 50.03 R 22+74.47 SR 9 DE10015 42.58 R 21+05.00 SR 9 ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #2 NELLIE WELCH AREA 2 REQ’D TEMP. EASM’T. DE17 ************************************************************** SEE SHEETS 3 & 4
DE10048 102.00 R 19+62.00 SR 9 DE10078 133.00 R 19+82.00 SR 9 DE10077 121.00 R 20+14.00 SR 9 DE10017 100.00 R 20+19.00 SR 9 DE10018 103.00 R 20+03.00 SR 9 DE10048 102.00 R 19+62.00 SR 9 ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #2 NELLIE WELCH REQ’D DRWY. EASM’T. DE18 ************************************************************** SEE SHEET 3
DE10066 68.00 L 37+82.00 Oak Grove Circle DE10067 63.00 L 38+47.00 Oak Grove Circle DE10083 69.00 L 38+22.00 Oak Grove Circle DE10082 71.00 L 38+00.00 Oak Grove Circle DE10066 68.00 L 37+82.00 Oak Grove Circle ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #3 RICHARD & CONNIE LUMMUS REQ’D DRWY. EASM’T. DE21 ************************************************************** SEE SHEET 5
REQD EASMT AREA = 461.55 SF DE10050 50.03 R 22+74.47 SR 9 DE10051 65.00 R 22+79.21 SR 9 DE10054 65.00 R 23+10.66 SR 9 DE10053 50.62 R 23+06.13 SR 9 DE10050 50.03 R 22+74.47 SR 9 ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #4 JAMES & REBECCA IVEY REQ’D TEMP. EASM’T. DE22 ************************************************************** SEE SHEET 4
DE10051 65.00 R 22+79.21 SR 9 DE10085 78.00 R 22+83.33 SR 9 DE10084 70.00 R 23+12.23 SR 9 DE10054 65.00 R 23+10.66 SR 9 DE10051 65.00 R 22+79.21 SR 9 ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #4 JAMES & REBECCA IVEY REQ’D DRWY. EASM’T. DE23 ************************************************************** SEE SHEET 4
REQD EASMT AREA = 1435.63 SF DE10073 60.40 L 22+77.07 SR 9 DE10075 61.89 L 24+65.00 SR 9 DE10074 69.00 L 24+12.00 SR 9 DE10072 71.00 L 22+74.09 SR 9 DE10073 60.40 L 22+77.07 SR 9 ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #5 TRAVIS WALLACE REQ’D TEMP. EASM’T. DE24 ************************************************************** SEE SHEET 4
DE10092 62.77 L 25+75.00 SR 9 DE10095 63.05 L 26+10.43 SR 9 DE10094 62.88 L 26+23.00 SR 9 DE10093 79.00 L 26+04.00 SR 9 DE10092 62.77 L 25+75.00 SR 9 ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #5 TRAVIS WALLACE REQ’D DRWY. EASM’T. DE25 ************************************************************** SEE SHEET 4
REQD EASMT AREA = 1783.17 SF DE10053 50.62 R 23+06.13 SR 9 DE10054 65.00 R 23+10.66 SR 9 DE10057 62.00 R 24+08.00 SR 9 DE10056 58.00 R 24+52.00 SR 9 DE10055 50.38 R 24+70.00 SR 9 DE10053 50.62 R 23+06.13 SR 9 ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #6 JACK & LISA IVEY REQ’D TEMP. EASM’T. DE26 ************************************************************** SEE SHEET 4
DE10057 62.00 R 24+08.00 SR 9 DE10087 68.00 R 24+15.00 SR 9 DE10086 63.00 R 24+45.00 SR 9 DE10056 58.00 R 24+52.00 SR 9 DE10057 62.00 R 24+08.00 SR 9 ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #6 JACK & LISA IVEY REQ’D DRWY. EASM’T. DE27 ************************************************************** SEE SHEET 4
REQD EASMT AREA = 1831.74 SF DE10047 40.05 R 36+50.00 Oak Grove Circle DE10046 64.00 R 36+86.00 Oak Grove Circle DE10045 72.00 R 37+67.60 Oak Grove Circle DE10004 64.00 R 37+70.67 Oak Grove Circle DE10008 40.05 R 36+90.00 Oak Grove Circle DE10047 40.05 R 36+50.00 Oak Grove Circle ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #8 ANTHONY REID REQ’D TEMP. EASM’T. DE30 ************************************************************** SEE SHEET 5
DE10047 40.05 R 36+50.00 Oak Grove Circle DE10080 58.00 R 36+49.00 Oak Grove Circle DE10079 72.00 R 36+63.00 Oak Grove Circle DE10046 64.00 R 36+86.00 Oak Grove Circle DE10047 40.05 R 36+50.00 Oak Grove Circle ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #8 ANTHONY REID REQ’D DRWY. EASM’T. DE31 ************************************************************** SEE SHEET 5
REMAINDER = +/- 1.6 ACRES REQD R/W = 0.025 ACRES REQD R/W = 1076.47 SF DE10008 40.05 R 36+90.00 Oak Grove Circle 84.15 N 79°13’02.6" W DE10004 64.00 R 37+70.67 Oak Grove Circle 25.66 S 15°16’16.5" W DE10005 40.05 R 37+79.88 Oak Grove Circle 89.88 N 84°14’44.3" E DE10008 40.05 R 36+90.00 Oak Grove Circle ------------------------------------------------------------- DIST BEARING PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #8 ANTHONY REID REQ’D R/W DE29 ************************************************************** SEE SHEET 5
REMAINDER = +/- 1.4 ACRES REQD R/W = 0.041 ACRES REQD R/W = 1769.33 SF DE10019 38.87 L 36+40.00 Oak Grove Circle 59.65 S 84°43’04.0" W DE10024 38.38 L 36+99.65 Oak Grove Circle 56.74 S 82°55’18.2" W DE10023 39.69 L 37+56.37 Oak Grove Circle 24.75 S 5°03’31.2" W DE10022 64.00 L 37+61.01 Oak Grove Circle 35.03 N 85°52’59.1" E DE10021 65.00 L 37+26.00 Oak Grove Circle 34.01 N 59°56’33.5" E DE10020 51.00 L 36+95.00 Oak Grove Circle 56.32 N 71°48’21.2" E DE10019 38.87 L 36+40.00 Oak Grove Circle ------------------------------------------------------------- DIST BEARING PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #9 HUGH MOORE REQ’D R/W DE32 ************************************************************** SEE SHEET 5
REMAINDER = +/- 15 ACRES REQD R/W = 0.277 ACRES REQD R/W = 12082.00 SF DE10000 57.88 L 16+95.00 SR 9 DEGREE = 5°08’36.9" RADIUS = 1113.93 LNTH CHORD = 133.23 CHORD BEAR = S 12°07’30.0" W ARC LENGTH = 133.31 DE10007 50.39 L 18+24.96 SR 9 159.05 S 15°26’44.6" W DE10006 52.93 L 19+73.00 SR 9 153.00 N 84°14’44.3" E DE10005 40.05 R 37+79.88 Oak Grove Circle 25.66 N 15°16’16.5" E DE10004 64.00 R 37+70.67 Oak Grove Circle 97.45 N 80°58’33.2" W DE10003 90.00 L 19+05.00 SR 9 58.39 N 2°43’24.5" E DE10002 80.00 L 18+60.00 SR 9 70.00 N 9°52’05.2" E DE10001 80.00 L 17+90.00 SR 9 101.14 N 4°04’05.2" W DE10000 57.88 L 16+95.00 SR 9 ------------------------------------------------------------- DIST BEARING PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #1 TALLANT FAMILY LIMITED PARTNERSHIP REQ’D R/W DE10 ************************************************************** SEE SHEETS 2,3,5
REMAINDER = +/- 0.97 ACRES REQD R/W = 0.144 ACRES REQD R/W = 6251.58 SF DE10023 39.69 L 37+56.37 Oak Grove Circle 207.25 S 84°50’18.2" W DE10028 65.58 L 20+53.07 SR 9 40.04 S 16°27’37.8" W DE10027 67.34 L 21+10.00 SR 9 67.16 N 87°58’18.5" E DE10026 84.00 L 38+95.00 Oak Grove Circle 62.98 N 65°45’06.0" E DE10025 59.00 L 38+52.00 Oak Grove Circle 91.12 N 87°23’33.5" E DE10022 64.00 L 37+61.01 Oak Grove Circle 24.75 N 5°03’31.2" E DE10023 39.69 L 37+56.37 Oak Grove Circle ------------------------------------------------------------- DIST BEARING PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #3 RICHARD & CONNIE LUMMUS REQ’D R/W DE19 ************************************************************** SEE SHEETS 3 & 5
REQD R/W = 0.012 ACRES REQD R/W = 543.01 SF DE10009 53.97 R 17+37.00 SR 9 21.03 N 81°35’10.8" W DE10012 75.00 R 17+37.00 SR 9 DEGREE = 4°19’27.2" RADIUS = 1325.00 LNTH CHORD = 26.50 CHORD BEAR = S 8°59’11.8" W ARC LENGTH = 26.50 DE10011 75.00 R 17+65.00 SR 9 19.61 S 80°26’25.5" E DE10010 55.39 R 17+65.00 SR 9 DEGREE = 5°42’25.7" RADIUS = 1003.93 LNTH CHORD = 26.94 CHORD BEAR = N 11°59’36.1" E ARC LENGTH = 26.94 DE10009 53.97 R 17+37.00 SR 9 ------------------------------------------------------------- DIST BEARING PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #2 NELLIE WELCH TRACT 1 REQ’D R/W DE13 ************************************************************** SEE SHEET 2
REMAINDER = +/- 3.1 ACRES TOTAL REQD R/W = 0.117 ACRES REQD R/W TRACT 2 = 0.105 ACRES REQD R/W TRACT 1 = 0.012 ACRES
REQD R/W = 0.105 ACRES REQD R/W = 4582.33 SF DE10013 62.38 R 19+40.00 SR 9 71.32 S 57°42’44.3" W DE10018 103.00 R 20+03.00 SR 9 16.28 S 14°47’12.2" W DE10017 100.00 R 20+19.00 SR 9 19.42 S 9°06’07.7" E DE10016 89.00 R 20+35.00 SR 9 96.02 S 8°09’02.1" E DE10015 42.58 R 21+05.00 SR 9 61.49 N 16°38’28.3" E DE10014 45.30 R 20+54.24 SR 9 113.23 N 15°26’44.6" E DE10013 62.38 R 19+40.00 SR 9 ------------------------------------------------------------- DIST BEARING PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #2 NELLIE WELCH TRACT 2 REQ’D R/W DE14 ************************************************************** SEE SHEET 3
REQD EASMT = 0.135 ACRES REQD EASMT = 5884.24 SF DE10029 50.11 R 16+00.00 SR 9 23.89 N 87°11’35.3" W DE10039 74.00 R 16+00.00 SR 9 71.01 S 6°45’43.2" W DE10038 77.00 R 16+75.00 SR 9 79.33 S 9°45’40.6" W DE10037 80.00 R 17+59.00 SR 9 19.88 S 33°24’12.1" W DE10036 88.00 R 17+78.00 SR 9 22.20 S 2°06’10.7" W DE10035 85.00 R 18+00.00 SR 9 34.71 S 1°45’55.8" E DE10034 78.00 R 18+34.00 SR 9 58.10 S 3°36’23.2" W DE10033 71.00 R 19+00.00 SR 9 4.99 S 73°29’43.6" E DE10032 66.01 R 19+00.00 SR 9 78.54 N 15°26’44.6" E DE10031 59.07 R 18+14.16 SR 9 DEGREE = 5°42’25.7" RADIUS = 1003.93 LNTH CHORD = 49.00 CHORD BEAR = N 14°09’38.3" E ARC LENGTH = 49.01 DE10010 55.39 R 17+65.00 SR 9 19.61 N 80°26’25.6" W DE10011 75.00 R 17+65.00 SR 9 DEGREE = 4°19’27.2" RADIUS = 1325.00 LNTH CHORD = 26.50 CHORD BEAR = N 8°59’11.8" E ARC LENGTH = 26.50 DE10012 75.00 R 17+37.00 SR 9 21.03 S 81°35’10.8" E DE10009 53.97 R 17+37.00 SR 9 DEGREE = 5°42’25.7" RADIUS = 1003.93 LNTH CHORD = 90.59 CHORD BEAR = N 8°38’19.1" E ARC LENGTH = 90.62 DE10030 50.57 R 16+42.95 SR 9 DEGREE = 5°03’43.1" RADIUS = 1131.89 LNTH CHORD = 41.40 CHORD BEAR = N 4°19’21.3" E ARC LENGTH = 41.41 DE10029 50.11 R 16+00.00 SR 9 ------------------------------------------------------------- DIST BEARING PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #2 NELLIE WELCH REQ’D PERM. EASM’T. DE15 ************************************************************** SEE SHEETS 2 & 3
REQD EASMT AREA = 3397.90 SF DE10022 64.00 L 37+61.01 Oak Grove Circle DE10025 59.00 L 38+52.00 Oak Grove Circle DE10026 84.00 L 38+95.00 Oak Grove Circle DE10027 67.34 L 21+10.00 SR 9 DE10073 60.40 L 22+77.07 SR 9 DE10072 71.00 L 22+74.09 SR 9 DE10071 75.00 L 22+17.00 SR 9 DE10070 75.00 L 21+52.00 SR 9 DE10069 83.00 L 21+12.00 SR 9 DE10068 91.00 L 38+95.00 Oak Grove Circle DE10067 63.00 L 38+47.00 Oak Grove Circle DE10066 68.00 L 37+82.00 Oak Grove Circle DE10065 69.00 L 37+61.97 Oak Grove Circle DE10022 64.00 L 37+61.01 Oak Grove Circle ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #3 RICHARD & CONNIE LUMMUS REQ’D TEMP. EASM’T. DE20 ************************************************************** SEE SHEETS 3,4,5
DE10088 50.28 R 25+31.81 SR 9 DE10091 60.00 R 25+32.49 SR 9 DE10090 60.00 R 25+53.00 SR 9 DE10089 50.24 R 25+57.00 SR 9 DE10088 50.28 R 25+31.81 SR 9 ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #7 JAMES IVEY REQ’D DRWY. EASM’T. DE28 ************************************************************** SEE SHEET 4
REQD EASMT AREA = 2261.91 SF DE10058 39.57 L 35+54.64 Oak Grove Circle DE10019 38.87 L 36+40.00 Oak Grove Circle DE10020 51.00 L 36+95.00 Oak Grove Circle DE10021 65.00 L 37+26.00 Oak Grove Circle DE10022 64.00 L 37+61.01 Oak Grove Circle DE10065 69.00 L 37+61.97 Oak Grove Circle DE10064 72.00 L 37+40.00 Oak Grove Circle DE10063 70.00 L 37+23.00 Oak Grove Circle DE10062 56.00 L 36+99.00 Oak Grove Circle DE10061 56.00 L 36+59.00 Oak Grove Circle DE10060 58.00 L 36+17.00 Oak Grove Circle DE10059 55.00 L 35+79.00 Oak Grove Circle DE10058 39.57 L 35+54.64 Oak Grove Circle ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #9 HUGH MOORE REQ’D TEMP. EASM’T. DE33 ************************************************************** SEE SHEET 5
DE10061 56.00 L 36+59.00 Oak Grove Circle DE10062 56.00 L 36+99.00 Oak Grove Circle DE10081 60.00 L 36+67.00 Oak Grove Circle DE10061 56.00 L 36+59.00 Oak Grove Circle ------------------------------------------------------------- PNT OFFSET/ STATION/ ALIGNMENT ************************************************************** PAR #9 HUGH MOORE REQ’D DRWY. EASM’T. DE34 ************************************************************** SEE SHEET 5
DATE 05/01/19
