ha lexington - fayette urban l f county government...dd-mmm-yyyy hh: mm c e ll n a m e: s p p r e p...
TRANSCRIPT
-
HA
LF SIZ
E
H
ALF SIZ
E
0' 2000' 4000'1000'
NUMBER:
LETTING DATE:
INDEX OF SHEETS
SHEETS NOT INCLUDED IN TOTAL SHEETS
SHEET NO. DESCRIPTION
STANDARD DRAWINGSNUMBER
LAYOUT MAP
LIN. FT. MILES
FOR EQUALITIES
RAILROAD CROSSINGS NO.
BRIDGES
NOT INCLUDED
LIN. FT.
LIN. FT.
DEDUCTED
ADDED
PLANS OF
PROPOSED PROJECT
PROJECT
LIN. FT.
COUNTY OF
ITEM NO.
LENGTH LIN. FT. MILES
FOR EQUALITIES
RAILROAD CROSSINGS NO.
BRIDGES
NOT INCLUDED
LIN. FT.
LIN. FT.
DEDUCTED
ADDEDLIN. FT.
LENGTH LIN. FT. MILES
FOR EQUALITIES
RAILROAD CROSSINGS NO.
BRIDGES
NOT INCLUDED
LIN. FT.
LIN. FT.
DEDUCTED
ADDEDLIN. FT.
LENGTH LIN. FT. MILES
FOR EQUALITIES
RAILROAD CROSSINGS NO.
BRIDGES
NOT INCLUDED
LIN. FT.
LIN. FT.
DEDUCTED
ADDEDLIN. FT.
LENGTH
PROJECT MANAGER
RECOMMENDED BY:
DATE:
FAYETTE
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.536
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R1
DESIGNED
% RESTRICTED SD
LEVEL OF SERVICE
MAX. DISTANCE W/O PASSING
LATITUDE DEGREES
LONGITUDE SECONDS WEST
SECONDS NORTH
DEGREES
GEOGRAPHIC COORDINATES
MINUTES
MINUTES
SIDEWALKS CONSTRUCT SOUTHLAND DRIVE
FAYETTE COUNTY
C:\
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COUNTY GOVERNMENTLEXINGTON - FAYETTE URBAN
COUNTY GOVERNMENTLEXINGTON - FAYETTE URBAN
CONST. STA. 100+25.00
BEGIN SOUTHLAND DR
CONST. STA. 159+60.00
END SOUTHLAND DR
Fe
bruary
4, 2015
DA
TE P
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ED:
ste
phe
nU
SE
R:
CROSS SECTION SHEETS
STRUCTURE PLANS
LANDSCAPE PLANS
DETAIL SHEETS
PIPE DRAINAGE SHEETS
COORDINATE CONTROL SHEETS
RIGHT OF WAY SUMMARY SHEETS
EROSION CONTROL SHEETS
PLAN AND PROFILE SHEETS
TYPICAL SECTIONS-SUMMARY OF QUANTITIES
LAYOUT SHEET
X1 - X51
S
L1 - L15
R35 - R52
R34
R33
R23 - R32
R3 - R22
R2
R1
PREPARED BY
R
I
P
E
E
N
TA CK
N
E
O
S
EF
O
SCI
L
S
LA
RE
D
SN
ENI
GN
Y
F
TEO KE TU
24030
STEPHEN D.
SEWELL
PALMER ENGINEERING COMPANY
Signed:
Date:
-
DD-
MM
M-
YY
YY
HH:
MM
Cell N
am
e: sp
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
Cell Library: k
ytc.cel
COUNTY OF ITEM NO. SHEET NO.
9/20/2017
ty
pic
al.
dgn
NOT TO SCALE
HA
LF SIZ
E
H
ALF SIZ
E
T = THICKNESS (ROCK LINING)
DT
D = DEPTH TO PROTECT
W
W = DITCH WIDTH
(NORMAL AND SPECIAL DITCH)
TYPICAL ROADWAY DITCH
W = WIDTH
T = THICKNESS (ROCK LINING)
D = DEPTH TO PROTECT
T
D
W
DITCH SECTION
TYPICAL SURFACE
INVERT
DITCH
OVERLAP
3' MINIMUM
FLOW
ROCK LINING
OR EROSION CONTROL BLANKET
TURF REINFORCEMENT MAT
OVERLAP DETAIL
CHANNEL LINING
FAYETTE
4:1
2:1 MAXIMUM
4:1 DESIRED
LB4' 6' 2'2'
4% 4%
2:1 MAXIMUM
4:1 DESIRED
2%
4:1
2:1 MAXIMUM
4:1 DESIRED
LB4' 6'2'
4% 2%
VARIES
4%
TYPICAL SECTIONSOUTHLAND DRIVE
CURB & GUTTER SECTION
SOUTHLAND DRIVE
NORMAL SECTION
SOUTHLAND DRIVE
R2
-
Match Mainline Grade
Match Mainline Grade
Match Mainline Grade
Match Mainline Grade
Approach Turnin
g Radius
8% in any direction
Slope not to exceed(w
here a
pplic
able)
Appr
oach c
urb
& gutt
er
WarningDetectable
Approx. 3'Curb Taper
Approx. 3'Curb Taper
Approach Turning Radius
8% in any direction
Slope not to exceed
(where a
pplic
able)
Appr
oach c
urb
& gutt
er
WarningDetectable
Approx. 3'Curb Taper
Approx. 3'Curb Taper
DD-
MM
M-
YY
YY
HH:
MM
Cell N
am
e: sp
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
Cell Library: k
ytc.cel
COUNTY OF ITEM NO. SHEET NO.
9/20/2017
ty
pic
al.
dgn
NOT TO SCALE
8% Max.
8% Max. Match Mainline Grade
Match Mainline Grade
Match Mainline Grade
Match Mainline Grade
Match Mainline Grade
Entrance Turnin
g
Radius
Entrance Turning Radius
Pavement
Entrance
Concrete
1
PATH LEAVES THE TEMPLATE
AND LOCATIONS WHERE MULTI-USE
Top Of Berm
Top Of Berm
FAYETTE
HA
LF SIZ
E
H
ALF SIZ
E
ENTRANCE DETAIL
APPROACH DETAIL
TYPICAL SECTION
SOUTHLAND DRIVE
R2A
-
IF A PIPE COLLAR OR BEND CONNECTION IS NEEDED FOR CONSTRUCTION OF A PIPE EXTENSION, THEY SHALL BE INCIDENTAL TO THE COST OF THE PIPE BEING CONSTRUCTED.
PIPE DRAINAGE SUMMARY
Micro
Statio
n v8.11.9.536
COUNTY OF ITEM NO. SHEET NO.
HA
LF SIZ
E
H
ALF SIZ
E
FAYETTE R2C
PIPE DRAINAGE SUMMARY
SH
EE
T
NO.
ITEM CODE
UNIT TO BID
PROJECT TOTAL
MAINLINE
100+63
101+20
102+24
102+80
103+48
103+50
104+50
104+94
108+95
110+50
111+85
111+97
112+25
112+50
114+50
116+15
116+25
116+50
117+50
118+50
120+85
121+50
122+00
122+16
123+05
123+15
124+00
124+65
125+17
126+40
126+62
127+42
129+40
139+72
144+50
145+65
145+75
152+96
154+38
SK
EW
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
25°22' LT
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11°30' LT
0
0
0
0
0
CO
VE
R
HEIG
HT (F
T)
4
5
4
1
4
2
3
2
2
3
1
2
4
2
4
3
2
2
2
3
2
4
4
4
3
4
2
4
2
4
3
4
3
1
1
1
7
5
DESIG
N
PH
LE
VE
L
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
8"
ST
OR
M
SE
WE
R
PIP
E
LF
10
10
12"
ST
OR
M
SE
WE
R
PIP
E
520
LF
3
10
13
15"
ST
OR
M
SE
WE
R
PIP
E
521
LF
32
103
233
10
153
20
22
7
19
126
65
19
6
100
20
12
12
155
209
6
1329
18"
ST
OR
M
SE
WE
R
PIP
E
522
LF
71
99
11
5
16
198
185
34
128
93
149
115
174
21
1299
24"
ST
OR
M
SE
WE
R
PIP
E
524
LF
25
29
26
80
HE
AD
WA
LL
24"
PIP
E
CU
LV
ER
T
1208
EACH
1
1
TY
PE 1-
12 IN
CH
SL
OP
ED
BO
X
OU
TL
ET
1428
EACH
1
1
TY
PE 1-
18 IN
CH
SL
OP
ED
BO
X
OU
TL
ET
1433
EACH
1
1
1
3
TY
PE
A
CU
RB
BO
X IN
LE
T
1456
EACH
1
1
1
1
1
5T
YP
E
B
CU
RB
BO
X IN
LE
T
1480
EACH
1
1
2
TY
PE F
CU
RB
BO
X IN
LE
T
1487
EACH
1
1
1
1
1
1
2
2
2
2
2
1
17
IN
LE
T
TY
PE 11
DR
OP
BO
X
1544
EACH
1
1
1
1
1
1
1
1
1
9
IN
LE
T
TY
PE 14
DR
OP
BO
X
1577
EACH
1
1
JU
NC
TIO
N
BO
X- 24"
1643
EACH
1
1
JU
NC
TIO
N
BO
X
TY
PE
B
23952EC
EACH
1
1
1
1
1
1
1
1
8
FR
AM
E
AN
D
LID
TY
PE 1
1771
EACH
1
1
1
1
1
1
1
7
REMARKS
RECONST. TOP PHASE CBI TY A
-
16' x 4.5' BOX CULVERTINLETELEV.= 947.7
OUTL
ET E
LEV.
= 94
7.64
TOP ELEV= 954.88
4" CHERRY
3" WILLOWOAK
6" CHERRY
18""CMP
I/E.= 959.69
I/E.= 954.75
O/E.= 954.61
O/E.= 949.30
O/E.= 959.60
SANMH
R/W MONUM
ENT
VALVE?
LOWC
HORD E
LEV.
= 95
2.68
MIT
CH
EL
L
AV
E
CANOPY
CANOPY
ROSE
MO
NT
GA
RDE
N
ENILRETNEC EVIRD DNALHTUOS
TG=953.47
ELEV.=960.19
TOP
EXIS
TIN
G
CR
OSS
WAL
K
LOWCHORD ELEV.= 952.44
20' x 5' B
OX C
ULVE
RT
I/E.= 952.03
15" CMP
I/E.= 952.83
18" RCP
TS
P
POST
POST
O/E.= 954.25
SANMH
5" CHERRY
MAGNAIL 8170
WW
I/E.= 955.1818"CMP
TS
P14" MAPLE
20" MAPLE
WM
5" CHERRY
O/E.= 956.06
6" CHERRY
WV
WV
16" PINOAKWM
WM
SIGN
6" CHERRY
I/E.= 958.69
6" CHERRY
SANMH
WV16"
WM
WM
GV
SIGN
PENNYE JEAN WILLCUTT
JOHN ROBERT &
DB 2506-315
DENNIS & RECHIA JOSEPH
DB 2101-319
JAMES T HARMON
DB 931-251
MAA TWO INC.
DB 2953-375
VENTURES LLC
GOOD LIFE
DB 2631-508
HE
ALT
HFIR
ST
BL
UE
GR
AS
S IN
CD
B 3251-612
EX. RW
EX. RW
EX. RW
EX. RW
EX. RW
EX. RW
EX. R
W
EX. R
W
EX. R
W
EX. R
W
47'R
24" P
IPE
15" STOR
M SEWE
R PIPE
SEWER PIPE
15" STORM
18" STORM SEWER PIPE
18" STORM SE
WER PIPE
2' F.B. DT
RCBC
SEWER PIPE
15" STORM
15"
PIP
E
OE 956.89
100
+00
PC 10
0+08.07
PT 10
3+38.26
PC 10
3+77.42
PI 10
1+74.61
15'R
PO
B 10
0+00
E=13.44
R=1025.00
L=330.19
T=166.54
TEMP EASE
TEMP EASE
PE
RM
EAS
E
-75.67
102+26.19
-59.27
102+53.92
-59.68
102+77.88
-58.02
103+45.54
-59.59
101+25.18
-46.22
101+28.04
-101.83
100+87.61 -107.11
100+90.28
0' 40' 80'20'
MA
TC
H
LIN
E S
TA. 10
4+00
HA
LF SIZ
E
H
ALF SIZ
E
HANDRAIL
10'R
10'R
8'R
20'R
10'R
10'R 10'R
10'R
5'R
10'R
5'R
10'R
35'R
CONVENTIONAL SIGNS
SURVEY LINE
GRADE LINE
GROUND LINE
COUNTY LINE
CORPORATE LIMITS
PROPOSED RIGHT OF WAY
BENCH MARK
RAILROAD
FENCE (CONTROLLED ACCESS)
FENCE (EXCEPT STONE AND HEDGE)
TREES
PIPE CULVERT
CULVERT
BRIDGE
BUILDINGS
LIGHTING POLE
POWER POLE
JOINT POWER & TELEPHONE POLE
TELEPHONE & TELEGRAPH POLE
ANCHOR, POWER OR TELEPHONE
STUB POWER
STUB TELEPHONE
WATER MAIN
GAS MAIN
TELEPHONE DUCT
ELECTRIC DUCT
DIRECT BURIAL ELECTRIC CABLE
DIRECT BURIAL TELEPHONE CABLE
STONE WALL
HEDGE FENCE
SWAMP OR MARSH
SPRINGS
QUARRY SITE
LAKES OR PONDS
NORTH POINT
GUARDRAIL
SINKHOLE
400' V.C.
B.M. NO.4
1-S
FRAME
1-S
BRICK SHED
2-S
BRICK
TERMINALSECTION
GUARDRAILEND TREATMENT
EXISTING PROPOSED
E E
T T
EXISTING ROAD
TRAFFIC LIGHTS
T
E
SAN
STORM
DIRECT BURIAL TV CABLE TV
E
T
SANITARY SEWER (WITH MANHOLE)
STORM SEWER (WITH MANHOLE)
GM
WM
T
E
TV
SAN
STORM
EXIST. RIGHT OF WAY & PROPERTY LINE
RIGHT OF WAY MONUMENT
RIGHT OF WAY MONUMENT
6"WM
6"GM
UTILITY TEST HOLE
EXIST. PROPERTY LINE PL
OVERHEAD WIRE
ELECTRIC MANHOLE EMH EMH
BLUE LINE STREAM
INTERMITTENT STREAM
OR DITCH
REGULATED FLOODWAY
EXISTING R/W MARKER
TELEPHONE MANHOLE TMH TMH
TREE LINE
THEXISTING/ PROPOSED
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.536
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R3
NUMBERS:
PROJECT
COUNTY OFURBAN COUNTY GOVERNMENT
LEXINGTON-FAYETTE
FAYETTE
SOUTHLAND DRIVE SIDEWALKS
PLAN SHEET
BEGIN PROJECT TO STA. 104+00
SCALE: 1"=20'
DESIGNED BY:
DATE SUBMITTED:
Fe
bruary
23, 2017
DA
TE P
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US
ER:
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PW
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ME:
CBI
DBISTA. INVERT
TOP/GRATE
THROATTYPE
#
INLET
STORM SEWER CHART
MED
LT/RT/
6
5
4
3
2
1
RT
LT
LT
LT
LT
LT
DBI
CBI
CBI
CBI
CBI
CBI
11
A
F
F
A
A
103+50
103+48
103+48
102+24
101+20
100+63.3
960.38
960.71
961.80
956.24
953.79
952.93
957.67
956.63
957.80
952.24
948.71
948.00
#1
#2
#3
#4
#5
#6
RTLT STA. TO STA. TYPE LIN. FT.
CONSTRUCT CURB & GUTTER
X
X
X
X
X
STANDARD
STANDARD
STANDARD
STANDARD
STANDARD
77.6
22.7
106.6
118.5
413.5
103+32.4 TO 104+00.0
103+93.3 TO 104+00.0
103+33.0 TO 103+69.1
102+58.1 TO 102+99.0
100+61.5 TO 102+24.0
OR
LT.
RT.
STATION TO STATION
SIDEWALK
RAMP
TY. 1
SQ. YDS.
CONSTRUCT CONCRETE SIDEWALK
101+88 TO 103+00
100+88 TO 101+57
100+16 TO 100+79
103+93 TO 104+00
103+33 TO 103+69
102+58 TO 103+00
100+73 TO 102+24
2
1
2
1
2
2
2
WIDTH
RT.
RT.
RT.
LT.
LT.
LT.
LT.
6.0
6.0
6.0
6.0
6.0
6.0
6.0
81
49
69
4
22
25
129
-
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
HA
LF SIZ
E
H
ALF SIZ
E
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
950
952
954
956
958
960
962
964
966
968968
950
952
954
956
958
960
962
964
966
968968
100+00 100+20 100+40 100+60 100+80 101+00 101+20 101+40 101+60 101+80 102+00 102+20 102+40 102+60 102+80 103+00 103+20 103+40 103+60 103+80 104+00
950
952
954
956
958
960
962
964
966
950
952
954
956
958
960
962
964
966
100+00 100+20 100+40 100+60 100+80 101+00 101+20 101+40 101+60 101+80 102+00 102+20 102+40 102+60 102+80 103+00 103+20 103+40 103+60 103+80 104+00
955.25
955.70
956.55
957.55
958.79
960.11
961.
01
962.45
954.52
955.52
956.66
957.70
959.43
961.
17
962.42
951.
9
954.6
955.9
957.5
959.2
960.8
961.
6
955.2
955.6
956.4
958.0
958.8
960.0
961.
0
962.4
DATUMDATUM
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.867
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R4
PROFILE SHEETS
BEGIN PROJECT TO STA. 104+00
SCALE: 1" = 20' HORIZONTAL
1" = 2' VERTICAL
DATUM
January
1, 0001
DA
TE P
LO
TT
ED:
ja
mes-f
US
ER:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
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R00400
PF.
DG
NFIL
E
NA
ME:
VPI 10
0+50.00
Ele
v. 955.25
VPI 10
1+00.00
Ele
v. 955.70
VPI 10
1+50.00
Ele
v. 956.55
VPI 10
2+00.00
Ele
v. 957.55
VPI 10
2+50.00
Ele
v. 958.79
VPI 10
3+00.00
Ele
v. 960.11
VPI 10
3+50.00
Ele
v. 961.
01
VPI 10
4+00.00
Ele
v. 962.45
0.900%
1.709%
1.985%
2.487%
2.632%
1.808%
2.880%
VPI 10
1+00.00
Ele
v. 954.52
VPI 10
1+50.00
Ele
v. 955.52
VPI 10
2+00.00
Ele
v. 956.66
VPI 10
2+50.00
Ele
v. 957.70
VPI 10
3+00.00
Ele
v. 959.43
VPI 10
3+50.00
Ele
v. 961.
17
VPI 10
4+00.00
Ele
v. 962.42
2.000%
2.280%
2.080%
3.460
%
3.475
%
2.505%
-
BU
S S
TO
P
I/E.= 961.20
15" ELIP RCP3" WILLOWOAK
10" MAPLE
3" WILLOWOAK
I/E.= 959.69
I/E.= 960.46
12"
8" MAPLE"8" MAPLE
O/E.= 960.00
O/E.= 959.60
ELEV.= 959.96
15" CMP
SO
UT
HP
OR
T
DR
ENILRETNEC EVIRD DNALHTUOSI/E.= 958.69
ELEV.= 961.52
WM
WM
WM
GV
GV
WM
WV
WM
WM
FP
WM
TRUSTEE
MALCOLM R MEERS
DB 2934-71
DENNIS F JOESEPH
DB 1736-398
TWENTY M CORP.
DB 1418-129
BE
NN
ET
T
BE
LL
WIL
LIA
MS
DB 3289-4
42
HEALTHFIRST BLUEGRASS INC
DB 3251-612
HEALTHFIRST BLUEGRASS INC
DB 3251-612
GUARDIAN SAVINGS BANK
DB 2609-688
OF KY I
NCPROPER
TIESLEW
ISDB 33
85-593
DRIVE LLC
496 SOUTHLAND
DB 3088-185
PAM HURT
DON &
DB 3091-357
DANA ALEXANDER
CYRUS &
DB 1727-296
PROPERTIES LLC
COWDEN
DB 3221-134
AR
T
GA
LLE
RY
BL
UE
GR
AS
S
FIN
ED
B 14
93-15
SANFORD E LEVY LLC
DB 2078-566
OF KY INC
PROPERTIES
LEWIS
DB 3385-593
EX. RW
EX. RW
EX. RW
EX. RW
EX. R
W
EX. R
W
EX. RWEX. RW
18" STORM SEWER PIPE
SS PIPE
15" EQUIV.
V DITCH
15" STORM
SEWER PIPE
105
+00
110
+00
25'R
5'R
45'R
10'R
5'R
E=91.17
R=2350.00
L=1288.54
T=660.91
PERM EASE 58.67
109+84.78
58.67
109+33.17
58.67
108+85.85
58.67
108+70.43
58.67
108+52.48 58.67
108+36.86
58.67
107+98.04 58.67
107+70.47
50.19
107+70.28
MA
TC
H
LIN
E S
TA. 110
+00
0' 40' 80'20'
HA
LF SIZ
E
H
ALF SIZ
E
MA
TC
H
LIN
E S
TA. 10
4+00 8'
R
8'R
10'R
10'R 10
'R
14'R
15'R
10'R
22'R
39'R
10'R3
0'R
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.536
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R5
PLAN SHEET
STA. 104+00 TO STA. 110+0020'SCALE: 1"=
Fe
bruary
23, 2017
DA
TE P
LO
TT
ED:
ja
mes-f
US
ER:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
26\
R00500
PL.
DG
NFIL
E
NA
ME: #7
#8
#9
CBI
DBISTA. INVERT
TOP/GRATE
THROATTYPE
#
INLET
STORM SEWER CHART
MED
LT/RT/
9
8
7
CBI
DBI
JB
A
11
B
LT
RT
RT
108+95
104+94
104+50
962.38
964.15
964.15
958.66
961.38
960.00
RTLT STA. TO STA. TYPE LIN. FT.
CONSTRUCT CURB & GUTTER
X
X
X
X
X
X
X
X
107+70.5 TO 110+00.0
104+80.8 TO 105+89.7
104+00.0 TO 104+56.1
107+54.0 TO 110+00.0
105+74.6 TO 107+18.9
105+00.0 TO 105+44.2
104+64.9 TO 104+83.6
104+00.0 TO 104+40.3
BARRIER
STANDARD
STANDARD
STANDARD
STANDARD
STANDARD
STANDARD
STANDARD
235.2
122.1
77.8
422.8
193.2
82.9
55.8
88.7
OR
LT.
RT.
STATION TO STATION
SIDEWALK
RAMP
TY. 1
SQ. YDS.
CONSTRUCT CONCRETE SIDEWALK
WIDTH
RT.
RT.
LT.
LT.
LT.
LT.
LT.
LT.
107+95 TO 110+00
107+50 TO 107+95
109+47 TO 110+00
107+56 TO 109+10
105+75 TO 107+15
105+00 TO 105+45
104+65 TO 104+83
104+00 TO 104+40
2
2
-
2
1
2
2
1
8.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
186
37
34
115
107
27
11
25
SIDEWALK
RAMP
TY. 3
-
-
-
-
1
-
-
-
-
962.4
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
HA
LF SIZ
E
H
ALF SIZ
E
956
958
960
962
964
966
968
970970
956
958
960
962
964
966
968
970970
104+00 104+20 104+40 104+60 104+80 105+00 105+20 105+40 105+60 105+80 106+00 106+20 106+40 106+60 106+80 107+00 107+20 107+40 107+60 107+80 108+00 108+20 108+40 108+60 108+80 109+00
109+20 109+40 109+60 109+80 110+00
956
958
960
962
964
966
968
970970
956
958
960
962
964
966
968
970970
104+00 104+20 104+40 104+60 104+80 105+00 105+20 105+40 105+60 105+80 106+00 106+20 106+40 106+60 106+80 107+00 107+20 107+40 107+60 107+80 108+00 108+20 108+40 108+60 108+80 109+00 109+20 109+40 109+60 109+80 110+00
962.42
963.48
964.18
964.60
964.36
964.20
964.15
963.29
963.49
963.26
963.23
963.02
962.52
962.45
963.92
965.00
964.98
965.08
965.09
965.10
964.36
964.23
964.15
964.21
963.95
963.69
962.9
961.
6
963.7
964.1
964.7
964.2
963.8
963.2
962.8
963.0
963.3
962.3
960.5
963.9
965.0
965.0
965.1
964.8
965.0
964.4
963.9
964.1
964.1
963.8
963.4
VPI 10
4+50.00
Ele
v. 963.48
VPI 10
5+00.00
Ele
v. 964.18
VPI 10
5+50.00
Ele
v. 964.60
VPI 10
6+00.00
Ele
v. 964.36
VPI 10
6+50.00
Ele
v. 964.20
VPI 10
7+00.00
Ele
v. 964.15
VPI 10
7+50.00
Ele
v. 963.29
VPI 10
8+00.00
Ele
v. 963.49
VPI 10
8+50.00
Ele
v. 963.26
VPI 10
9+00.00
Ele
v. 963.23
VPI 10
9+50.00
Ele
v. 963.02
VPI 110
+00.00
Ele
v. 962.52
2.120%
1.400%
0.840%-0.480% -0.320% -0.100%
-1.720%0.400% -0.460% -0.060% -0.420%
-1.000%
VPI 10
4+00.00
Ele
v. 962.45
VPI 10
4+50.00
Ele
v. 963.92
VPI 10
5+00.00
Ele
v. 965.00
VPI 10
5+50.00
Ele
v. 964.98
VPI 10
6+00.00
Ele
v. 965.08
VPI 10
6+50.00
Ele
v. 965.09
VPI 10
7+00.00
Ele
v. 965.10
VPI 10
7+50.00
Ele
v. 964.36
VPI 10
8+00.00
Ele
v. 964.23
VPI 10
8+50.00
Ele
v. 964.15
VPI 10
9+00.00
Ele
v. 964.21
VPI 10
9+50.00
Ele
v. 963.95
VPI 110
+00.00
Ele
v. 963.69
2.940%
2.153%
-0.030% 0.190% 0.020% 0.027% -1.480%-0.260% -0.160% 0.120% -0.520%
-0.520%
VPI 10
4+00.00
Ele
v. 962.42
DATUMDATUM
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.867
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R6
PROFILE SHEETS
STA. 104+00 TO STA. 110+00
SCALE: 1" = 20' HORIZONTAL
1" = 2' VERTICAL
DATUM
January
1, 0001
DA
TE P
LO
TT
ED:
ja
mes-f
US
ER:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
27\
R00600
PF.
DG
NFIL
E
NA
ME:
-
24" RCP
15" CMP
HANCOCK
RESTORE
ELEV.= 959.96
ELEV.= 958.81
ELEV.= 961.69
ELEV.= 962.07
8' x 4' R
CBC
DBI INVERTELEV.= 954.38
18"
CP
P
18" CMP
ENILRETNEC EVIRD DNALHTUOS
I/E = 960.44O/E= 959.70
I/E= 958.08
TOP ELEV.=961.36
DBI INVERTELEV.= 956.39
36"
RC
P
WM
WM
WM
SSMH
WM
IP
WM
IP
PP
IP
PP
8"
CP
P
SANFORD E LEVY LLC
DB 2078-566
STEEL CURTAIN HOLDING LLC
DB 3375-592
ST
EE
L C
UR
TAIN
HO
LDIN
GS
LLC
DB 3375-5
96
STEEL CURTAIN HOLDINGS LLC
DB 2975-595
INVESTMENTS LLC
PMM SOUTHLAND
DB 2991-180
DONALD AND PAMELA HURT
DB 1399-267
SANFORD E LEVY LLC
DB 2078-566
OF KY INC
PROPERTIES
LEWIS
DB 3385-593
EX. RW
EX. RW
EX. RW
PIP
E36"
24" PIPE18" STORM SEWER
PIPE
18" STORM SEW
ER PIPE
SEWER PIPE
15" STORMPIPE18" SS
RCBC16'x4'x22'
PIP
E
15"
SS
18" PIPE
110
+00
115
+00
PI 110
+38.34
960.0
0
961.0
0
E=91.17
R=2350.00
L=1288.54
T=660.91
PERM EASEPERM EASE
58.67
112+33.77
58.67
110+31.84
0' 40' 80'20'
MA
TC
H
LIN
E S
TA. 110
+00
MA
TC
H
LIN
E S
TA. 115
+00
HA
LF SIZ
E
H
ALF SIZ
E
20'R
50'R
100'R
8'R
8'R
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.867
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R7
PLAN SHEET
STA. 110+00 TO STA. 115+0020'SCALE: 1"=
Fe
bruary
23, 2017
DA
TE P
LO
TT
ED:
ja
mes-f
US
ER:
C:\
PW
_W
OR
KDIR\
ST
EP
HE
N
SE
WE
LL\
DM
S312
26\
R00700
PL.
DG
NFIL
E
NA
ME:
#10
#11
#12
#13
#14
#15
#16
CBI
DBISTA. INVERT
TOP/GRATE
THROATTYPE
#
INLET
STORM SEWER CHART
MED
LT/RT/
16
15
14
13
12
11
10
DBI
CBI
DBI
CBI
DBI
CBI
JB
11
F
11
B
11
A
B
RT
RT
RT
RT
RT
LT
LT
114+50
114+50
112+50
112+24.9
111+96.5
110+50
110+50
962.60
963.82
961.12
962.33
961.92
961.57
962.38
959.35
959.82
957.87
956.67
958.01
958.90
958.85
RTLT STA. TO STA. TYPE LIN. FT.
CONSTRUCT CURB & GUTTER
X
X
X
111+82.0 TO 115+00.0
110+00.0 TO 111+39.3
110+00.00 TO 110+75.1
BARRIER
BARRIER
STANDARD
329.6
145.6
87.0OR
LT.
RT.
STATION TO STATION
SIDEWALK
RAMP
TY. 1
SQ. YDS.
CONSTRUCT CONCRETE SIDEWALK
WIDTH
RT.
RT.
LT.
LT.
111+82 TO 115+00
110+00 TO 111+40
111+26 TO 115+00
110+00 TO 110+71
8.0
8.0
6.0
6.0
1
1
1
1
286
125
244
45
-
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
HA
LF SIZ
E
H
ALF SIZ
E
956
958
960
962
964
966
968
970970
956
958
960
962
964
966
968
970970
110+00 110+20 110+40 110+60 110+80 111+00 111+20 111+40 111+60 111+80 112+00 112+20 112+40 112+60 112+80 113+00 113+20 113+40 113+60 113+80 114+00 114+20 114+40 114+60 114+80 115+00
956
958
960
962
964
966
968
970970
956
958
960
962
964
966
968
970
110+00 110+20 110+40 110+60 110+80 111+00 111+20 111+40 111+60 111+80 112+00 112+20 112+40 112+60 112+80 113+00 113+20 113+40 113+60 113+80 114+00 114+20 114+40 114+60 114+80 115+00
963.69
963.72
963.49
962.74
962.94
963.31
963.46
963.73
964.04
964.32
964.46
962.52
962.26
961.
62
961.
27
961.
40
961.
86
962.41
962.59
962.82
963.01
963.54
960.5
960.5
961.
5
960.9
959.8
961.
0
961.
6
962.2
962.8
963.1
963.8
963.4
962.7
962.0
962.8
962.3
960.3
960.8
961.
3
962.0
962.5
963.7
DATUMDATUM
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.867
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R8
PROFILE SHEETS
STA. 110+00 TO STA. 115+00
SCALE: 1" = 20' HORIZONTAL
1" = 2' VERTICAL
DATUM
January
1, 0001
DA
TE P
LO
TT
ED:
ja
mes-f
US
ER:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
27\
R00800
PF.
DG
NFIL
E
NA
ME:
VPI 110
+50.00
Ele
v. 963.72
VPI 111+
00.00
Ele
v. 963.49
VPI 111+
50.00
Ele
v. 962.74
VPI 112
+00.00
Ele
v. 962.94
VPI 112
+50.00
Ele
v. 963.31
VPI 113
+00.00
Ele
v. 963.46
VPI 113
+50.00
Ele
v. 963.73
VPI 114
+00.00
Ele
v. 964.04
VPI 114
+50.00
Ele
v. 964.32
VPI 115
+00.00
Ele
v. 964.46
0.060% -0.460%-1.500%
0.400%0.740%
0.300%0.540%
0.620%0.560%
0.280%
VPI 110
+50.00
Ele
v. 962.26
VPI 111+
00.00
Ele
v. 961.
50
VPI 111+
50.00
Ele
v. 961.
27
VPI 112
+00.00
Ele
v. 961.
40
VPI 112
+50.00
Ele
v. 961.
86
VPI 113
+00.00
Ele
v. 962.41
VPI 113
+50.00
Ele
v. 962.59
VPI 114
+00.00
Ele
v. 962.82
VPI 114
+50.00
Ele
v. 963.01
VPI 115
+00.00
Ele
v. 963.54
-0.520%-1.520%
-0.460% 0.260%0.920%
1.100%0.360%
0.460%0.380%
1.060%
VPI 110
+00.00
Ele
v. 963.69
VPI 110
+00.00
Ele
v. 962.52
-
0' 40' 80'20'
MA
TC
H
LIN
E S
TA. 115
+00
MA
TC
H
LIN
E S
TA. 12
1+00
R9
HA
LF SIZ
E
H
ALF SIZ
E
20'R
15'R
22'R
20'R
9'R 23'R
25'R
19'R
20'R
22'R
13'R
20'R
20'R
20'R
20'R
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.867
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R9
PLAN SHEET
STA. 115+00 TO STA. 121+0020'SCALE: 1"=
Fe
bruary
23, 2017
DA
TE P
LO
TT
ED:
ja
mes-f
US
ER:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
26\
R00900
PL.
DG
NFIL
E
NA
ME:
10'R
10'R
30'R
20'R
35'R
40'R
10'R10'R
25'R
20'R
#21
CBI
DBISTA. INVERT
TOP/GRATE
THROATTYPE
#
INLET
STORM SEWER CHART
MED
LT/RT/
25
24
23
22
21
20
19
18
17
CBI
JB
JB
DBI
DBI
CBI
DBI
DBI
CBI
F
B
B
11
11
F
11
11
B
LT
LT
RT
RT
RT
LT
LT
RT
RT
120+85
120+85
117+50
117+50
116+50
116+25
116+25
114+50
114+50
966.53
966.80
964.88
964.47
963.60
964.08
964.28
964.74
964.05
963.17
963.13
961.90
961.97
960.93
962.13
962.10
960.66
960.75
#18
#17
#19
#20
#22
#23
#24
#25
RTLT STA. TO STA. TYPE LIN. FT.
CONSTRUCT CURB & GUTTER
X
X
X
X
X
118+06.4 TO 121+00.0
115+97.8 TO 117+76.4
115+00.0 TO 115+68.2
120+67.8 TO 121+00.0
116+05.7 TO 116+24.2
BARRIER
BARRIER
BARRIER
STANDARD
STANDARD
331.7
265.4
108.0
79.2
37.5
OR
LT.
RT.
STATION TO STATION
SIDEWALK
RAMP
TY. 1
SQ. YDS.
CONSTRUCT CONCRETE SIDEWALK
WIDTH
RT.
RT.
RT.
RT.
RT.
RT.
LT.
LT.
LT.
LT.
LT.
118+43 TO 121+00
118+10 TO 118+43
117+55 TO 117+75
116+10 TO 117+55
115+39 TO 115+61
115+00 TO 115+39
120+67 TO 121+00
119+56 TO 120+48
118+20 TO 119+37
116+07 TO 117+82
115+00 TO 115+64
SIDEWALK
RAMP
TY. 3
-
2
1
-
2
-
1
1
1
-
-
-
-
1
-
-
-
-
-
1
2
1
8.0
6.0
8.0
6.0
6.0
8.0
6.0
6.0
6.0
6.0
6.0
241
19
13
132
18
44
21
61
84
123
49
SIGNALBOX
TSP
MAGNAIL 1963
TSP
UGT MARKER
TSP
TSP
SAV A LOT
ELEV.= 964.21
ELEV.= 962.44ELEV.= 961.73
TOP ELEV.=964.58
ELEV.= 964.64
15" RCP ELEV.= 962.723
18" CMP
15" RCP
MIL
WA
RD
CH
ER
RY
BA
RK
ELEV.= 964.07
ELEV.= 962.04
15"
RC
P
ELEV.= 961.69
ELEV.= 962.07
SO
UT
HVIE
W
DRIV
E
ELEV.= 963.15
ELEV.= 961.14
ENILRETNEC EVIRD DNALHTUOS
15" RCP15" RCP
IP SIG
N
TSP
PP
WV
POST
ELEV.= 964.42
POST
TM
H
SANMH
UGT MARKER
WV
YS
WV
UGT MARKER
YSWV
TMH
PP
YSWV
WM
SIG
N
UGT MARKER UGT MARKER
WM
WM
STEEL CURTAIN HOLDINGS LLC
DB 2767-462
MILWARD
ROBERT E & ELEANOR H
DB 2607-634
MGM PROPERTIES LLC
DB 1944-693
THOMCO INC
DB 2967-18
INVE
ST
ME
NT
S
LLC
PM
M
SO
UT
HL
AN
D
DB 2991-18
0
1958
FIRE STATION #12
EX. R
W
EX. RW
EX. R
W
EX. RW
EX. RW
EX. R
W
EX. R
W
EX. RW
EX. RW
INVESTMENTS LLC
PMM SOUTHLAND
DB 2991-180
LEWIS PROPERTIES OF KY INC.
DB 3280-461
THOMCO INC
DB 2967-18THOMCO INC
DB 2967-18
EX. RW EX. RW
2' F.B. DT18" STORM SEW
ER PIPE
PIP
E18
" S
S
PIP
E18
" SS
GOODYEAR
AUTO REPAIRSOUTHSIDE
15" PIPE15"15" PIPE 15"
18" STORM SEWER PIPE
115
+00
120
+00
PT 116
+65.97
PERM EASE PERM EASE58.67
119+41.14
58.21
118+20.34 58.67
116+12.08
58.67
115+64.54 58.67
115+38.12
-
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
HA
LF SIZ
E
H
ALF SIZ
E
958
960
962
964
966
968
970
972972
958
960
962
964
966
968
970
972972
115+00 115+20 115+40 115+60 115+80 116+00 116+20 116+40 116+60 116+80 117+00 117+20 117+40 117+60 117+80 118+00 118+20 118+40 118+60 118+80 119+00 119+20 119+40 119+60 119+80 120+00 120+20 120+40 120+60 120+80 121+00
963.54
963.93
963.88
964.89
965.32
965.23
965.05
965.64
966.03
966.02
966.34
966.23
966.85
963.9
963.8
963.9
964.8
965.2
965.2
965.0
964.6
964.7
966.0
965.2
966.2
965.5
967.1
967.6
967.4
967.3
966.3
966.1
965.3
965.3
965.8
965.3
964.6
963.6
963.7
DATUMDATUM
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.867
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R10
PROFILE SHEETS
STA. 115+00 TO STA. 121+00
SCALE: 1" = 20' HORIZONTAL
1" = 2' VERTICAL
DATUM
January
1, 0001
DA
TE P
LO
TT
ED:
ja
mes-f
US
ER:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
27\
R010
00
PF.
DG
NFIL
E
NA
ME:
VPI 115
+00.00
Ele
v. 963.54
VPI 115
+50.00
Ele
v. 963.93
VPI 116
+00.00
Ele
v. 963.88
VPI 116
+50.00
Ele
v. 964.89
VPI 117
+00.00
Ele
v. 965.32
VPI 117
+50.00
Ele
v. 965.23
VPI 118
+00.00
Ele
v. 965.05
VPI 118
+50.00
Ele
v. 965.64
VPI 119
+00.00
Ele
v. 966.03
VPI 119
+50.00
Ele
v. 966.02
VPI 12
0+00.00
Ele
v. 966.34
VPI 12
0+50.00
Ele
v. 966.23
0.783%-0.103%
2.023%
0.851%-0.180% -0.353%
1.180%0.780%
-0.020% 0.640% -0.220%
1.240%
VPI 12
1+00.00
Ele
v. 966.85
VPI 12
1+00.00
Ele
v. 968.08
958
960
962
964
966
968
970
972972
958
960
962
964
966
968
970
972972
115+00 115+20 115+40 115+60 115+80 116+00 116+20 116+40 116+60 116+80 117+00 117+20 117+40 117+60 117+80 118+00 118+20 118+40 118+60 118+80 119+00 119+20 119+40 119+60 119+80 120+00
964.46
964.71
964.59
964.82
965.06
965.28
965.25
965.94
966.59
967.14
967.46
VPI 115
+00.00
Ele
v. 964.46
VPI 115
+50.00
Ele
v. 964.71
VPI 116
+00.00
Ele
v. 964.59
VPI 116
+50.00
Ele
v. 964.82
VPI 117
+00.00
Ele
v. 965.06
VPI 117
+50.00
Ele
v. 965.28
VPI 118
+00.00
Ele
v. 965.25
VPI 118
+50.00
Ele
v. 965.94
VPI 119
+00.00
Ele
v. 966.59
VPI 119
+50.00
Ele
v. 967.14
VPI 12
0+00.00
Ele
v. 967.46
VPI 12
0+50.00
Ele
v. 967.80
0.500% -0.240% 0.460%
0.480%0.440% -0.060%
1.380%
1.300%
1.100%0.640%
0.680%0.560%
120+20 120+40 120+60 120+80 121+00
967.80
968.08
-
MA
TC
H
LIN
E S
TA. 12
1+00
MA
TC
H
LIN
E S
TA. 12
7+00
0' 40' 80'20'
R11
HA
LF SIZ
E
H
ALF SIZ
E
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.536
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R11
PLAN SHEET
STA. 121+00 TO STA. 127+0020'SCALE: 1"=
Fe
bruary
23, 2017
DA
TE P
LO
TT
ED:
ja
mes-f
US
ER:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
26\
R01100
PL.
DG
NFIL
E
NA
ME:
15'R
15'R
10'R
10'R
5'R
5'R
5'R
5'R
6.5'R
6.5'R5'R
5'R
5'R
5'R
5'R
5'R 5
'R
5'R
25'R
45'R
35'R
#26
CBI
DBISTA. INVERT
TOP/GRATE
THROATTYPE
#
INLET
STORM SEWER CHART
MED
LT/RT/
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
CBI
CBI
JB
CBI
CBI
DBI
CBI
CBI
DBI
CBI
CBI
CBI
DBI
JB
CBI
JB
F
F
B
F
F
11
F
F
11
B
F
F
11
F
B
LT
LT
RT
LT
LT
RT
LT
LT
RT
RT
LT
LT
RT
LT
LT
LT
126+62
126+62
126+40
125+17
124+17
124+65
124+00
124+00
123+15
123+15
123+05
123+05
122+16
122+16
121+50
121+50
969.17
969.26
969.30
968.64
967.89
967.15
967.80
967.30
966.50
967.26
967.55
967.15
966.30
965.67
967.04
967.47
964.72
965.26
966.61
965.16
964.00
964.36
964.32
963.40
963.62
963.72
964.07
962.93
963.13
962.48
963.36
962.57
#27
#28
#29
#30
#31
#32
#33
#34
#35
#36
#37
#38
#39
#40
#41
RTLT STA. TO STA. TYPE LIN. FT.
CONSTRUCT CURB & GUTTER
X
X
X
X
X
X
X
X
122+96.0 TO 127+00.0
121+00.0 TO 122+46.0
126+55.0 TO 127+00.0
125+10.0 TO 126+25.0
123+87.6 TO 124+80.0
122+97.6 TO 123+58.6
121+00.0 TO 122+46.8
121+00.00 TO 122+04.1
BARRIER
BARRIER
STANDARD
STANDARD
STANDARD
STANDARD
STANDARD
STANDARD
443.3
185.6
98.4
247.4
201.0
138.3
176.8
105.2
OR
LT.
RT.
STATION TO STATION
SIDEWALK
RAMP
TY. 1
SQ. YDS.
CONSTRUCT CONCRETE SIDEWALK
WIDTH
RT.
RT.
RT.
LT.
LT.
LT.
LT.
LT.
126+76 TO 127+00
122+96 TO 12+47
121+00 TO 122+45
126+55 TO 127+00
125+10 TO 126+24
123+87 TO 124+79
122+97 TO 123+58
121+00 TO 122+46
1
2
1
1
2
2
2
1
6.0
8.0
8.0
6.0
6.0
6.0
6.0
6.0
15
306
128
30
77
60
40
97
ELEV.= 963.33
MAGNAIL 1963
GENERAL
DOLLAR
WIL
DC
AT
WE
AR
HO
US
E/
WIN
G
ZO
NE-
ET
C
ELEV.= 966.61
ELEV.= 967.04
ELEV.= 965.80
ELEV.= 965.41
ELEV.= 966.15
ELEV.= 965.43
ELEV.= 965.91
ELEV.= 963.72
ELEV.= 964.72
ELEV.= 966.01
ELEV.= 963.45
ELEV.= 963.13
ELEV.= 963.13
ELEV.= 962.49
24"
RC
P
18" RCP 15" RCP
15" RCP
15" RCP
15" RCP
INV. ELEV.= 966.98
ELEV.= 962.24
15"
RC
P
FL. EL.= 964.79
TOP EL. 966.99
DBI
8"
RC
P
15" RCP15" RCP 15" RCP
ENILRETNEC EVIRD DNALHTUOS
30"
RC
PELEV.= 959.9
8
ELEV.= 959.9
8
DBITOP EL.= 965.45FL. EL.= 961.41
PP
WO
OD
WO
OD
POST
POST
POST
POST
ELEV.= 966.73
WM
WM
GV
WM
GV
WM
WV
GV
WM
WV
STOVALL PROPERTIES LLC
DB 3387-121
JAMES E RISNER
DB 2985-287
SMYRNA NO 2 LLC
GREER LAND CO
DB 3427-279
S & S REALTY LLC
DB 2362-116
RCV GEORGETOWN LLC
DB 3112-571
ALEXANDER
CYRUS R & DANA
DB 33-299
PROPERTIES LLC
GANDOLFO FAMILY
DB 2744-398
PROPERTIES LLV
GAMEFACE
DB 2677-440
AAONMS TRS
OLEIKA TEMPLE
PLAT F-291
EX. RW EX. RW EX. RW
EX. RW
MILWARD
ROBERT E & ELEANOR H
DB 2607-634
JA
NIC
E
H
WIL
LIA
MS
ON
DB 2709-6
18
KY
W
LLC
DB 2807-6
35
KY
W
LLC
DB 2807-6
40
MIC
HA
EL E
TA
CK
ET
T
DB 2934-2
83
I/E 963.87
15" STORM SEWER PIPE
18" STORM SEWER PIPE
18" STORM SEWER PIPE 18" STORM SEWER PIPE
15"
SS
PIP
E
15" STORM SEWER PIPE
18" STORM SEWER PIPE18" STORM SEWER PIPE
18" STORM SEWER P
IPE
15"
SS
P
15"
SS
P
15"
SS
P
15"
SS
P
15" STORM SEWER PIPE
15"
24" PIP
E
2' F.B. DT
125
+00
PI 12
1+53.25
+
+0.00
125
+11.
51
125
+17
PERM EASE
PERM EASE
51.96
126+98.02
54.46
124+79.64
56.80
122+98.02
58.09
121+98.05 58.67
121+17.74
-
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
HA
LF SIZ
E
H
ALF SIZ
E
960
962
964
966
968
970
972
974
976976
960
962
964
966
968
970
972
974
121+00 121+20 121+40 121+60 121+80 122+00 122+20 122+40 122+60 122+80 123+00 123+20 123+40 123+60 123+80 124+00 124+20 124+40 124+60 124+80 125+00 125+20 125+40 125+60 125+80 126+00 126+20 126+40 126+60 126+80 127+00
960
962
964
966
968
970
972
974
976976
960
962
964
966
968
970
972
974
976976
121+00 121+20 121+40 121+60 121+80 122+00 122+20 122+40 122+60 122+80 123+00 123+20 123+40 123+60 123+80 124+00 124+20 124+40 124+60 124+80 125+00 125+20 125+40 125+60 125+80 126+00
126+20 126+40 126+60 126+80 127+00
968.08
968.15
968.08
967.44
967.69
967.98
967.92
968.29
968.60
968.97
969.40
969.80
970.20
966.85
967.06
967.35
967.50
968.00
968.15
968.24
968.53
968.50
969.25
969.35
969.04
970.00
965.5
965.4
964.4
967.3
967.3
967.6
967.6
967.9
968.5
968.1
968.8
969.0
969.4
967.1
966.9
967.1
967.3
967.0
967.4
967.0
968.0
967.6
967.6
967.4
969.0
969.9
DATUMDATUM
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.536
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R12
PROFILE SHEETS
STA. 121+00 TO STA. 127+00
SCALE: 1" = 20' HORIZONTAL
1" = 2' VERTICAL
DATUM
July
6, 2017
DA
TE P
LO
TT
ED:
janet
US
ER:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
27\
R012
00
PF.
DG
NFIL
E
NA
ME:
VPI 12
1+50.00
Ele
v. 967.06
VPI 12
2+00.00
Ele
v. 967.35
VPI 12
2+50.00
Ele
v. 967.50
VPI 12
3+00.00
Ele
v. 968.00
VPI 12
3+50.00
Ele
v. 968.15
VPI 12
4+00.00
Ele
v. 968.24
VPI 12
4+50.00
Ele
v. 968.53
VPI 12
5+00.00
Ele
v. 968.50
VPI 12
5+50.00
Ele
v. 969.25
VPI 12
6+00.00
Ele
v. 969.35
VPI 12
6+50.00
Ele
v. 969.04
VPI 12
7+00.00
Ele
v. 970.00
0.420%0.580%
0.297%1.003%
0.300% 0.189%0.571%
-0.060%1.500
%0.200% -0.620%
1.920%
VPI 12
1+00.00
Ele
v. 968.08
VPI 12
1+50.00
Ele
v. 968.15
VPI 12
2+00.00
Ele
v. 968.08
VPI 12
2+50.00
Ele
v. 967.44
VPI 12
3+00.00
Ele
v. 967.69
VPI 12
3+50.00
Ele
v. 967.98
VPI 12
4+00.00
Ele
v. 967.92
VPI 12
4+50.00
Ele
v. 968.29
VPI 12
5+00.00
Ele
v. 968.60
VPI 12
5+50.00
Ele
v. 968.97
VPI 12
6+00.00
Ele
v. 969.40
VPI 12
6+50.00
Ele
v. 969.80
VPI 12
7+00.00
Ele
v. 970.20
0.140% -0.140%-1.280%
0.500%0.580%
-0.120% 0.740%
0.620%0.740%
0.860%0.800%
0.800%
VPI 12
1+00.00
Ele
v. 966.85
-
30"
RC
P
RAIL
OV
ERP
ASS
FA
NT
ASIA
IN
TE
RIO
R
YA
RD
AG
E
PA
LM
ER
TIR
E
ELEV.= 970.51
TOP ELEV.=971.24TOP ELEV.=970.04
ELEV.= 967.71
TOP ELEV.=970.66
ELEV.= 968.08
15"CMP
INV. ELEV.= 966.65
TOP. ELEV.= 969.70
INV. ELEV.= 965.00
EA
ST
WA
Y
DRIV
E
RES
TA
UR
AN
T
MAI T
HAI
ELEV.= 968.18DBI INVERT
TOP ELEV.=970.57
ELEV.= 968.15DBI INVERT
ELEV.= 964.03
15" PIPE
15" PIPE
ENILRETNEC EVIRD DNALHTUOS
30"
RC
PDBI
ELEV.= 967.61
WMG
V
SANMH
WM
GV
WVGV
SA
NM
H
GV
SA
NM
HSA
NM
H
SOUTHLAND 299 LLCDB 2853-703
WILLIE GOOD RESTAURANT LLCDB 3359-189
DELORIS DELANEYDB 2207-269
DE
LO
RIS
DE
LA
NE
Y
DB 2207-2
69
CAROLYN J MARTINMAURICE F &DB 2212-371
HARDIGREE LLCWILLIAMS &DB 1826-103
GRAVES TRUSTEEALFRED J
DB 3198-529
GRAVES TRUSTEEALFRED J
DB 3198-529
JENNY M HILLCHARLES T &DB 2175-515
EX. RW EX. RWE
X. R
W
EX. R
W
EX. R
W
EX. R
W
EX. R
W
EX. R
W
EX. RW
EX. RW
EX. R
W
EX. RWEX. RW
S & S REALTY LLC
DB 2362-116
CA
TS
AL LLC
DB 2796-3
99
15" STORM SEWER PIPE
15"
SS
P
130
+00
PI 13
1+49.80
MA
TC
H
LIN
E S
TA. 12
7+00
MA
TC
H
LIN
E S
TA. 13
3+00
0' 40' 80'20'
R13
HA
LF SIZ
E
H
ALF SIZ
E
5'R
5'R
5'R
5'R
5'R
5'R
5'R
5'R
5.5'R
27'R 27'R
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.867
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R13
PLAN SHEET
STA. 127+00 TO STA. 133+0020'SCALE: 1"=
Fe
bruary
23, 2017
DA
TE P
LO
TT
ED:
ste
phe
nU
SE
R:
C:\
PW
_W
OR
KDIR\
ST
EP
HE
N
SE
WE
LL\
DM
S312
26\
R013
00
PL.
DG
NFIL
E
NA
ME:
CBI
DBISTA. INVERT
TOP/GRATE
THROATTYPE
#
INLET
STORM SEWER CHART
MED
LT/RT/
#42
#43
43
42
CBI
CBI
F
F
LT
LT
127+42
127+42
969.76
969.54
966.05
966.00
RTLT STA. TO STA. TYPE LIN. FT.
CONSTRUCT CURB & GUTTER
X
X
X
X
127+00.0 TO 127+51.5
128+85.2 TO 129+37.4
127+35.0 TO 128+51.0
127+00.0 TO 127+05.0
BARRIER
STANDARD
STANDARD
STANDARD
53.9
57.7
249.3
19.0
OR
LT.
RT.
STATION TO STATION
SIDEWALK
RAMP
TY. 1
SQ. YDS.
CONSTRUCT CONCRETE SIDEWALK
WIDTH
1
2
2
1
6.0
6.0
6.0
6.0
128
35
77
3
RT.
LT.
LT.
LT.
127+00 TO 128+61
128+84 TO 129+37
127+35 TO 128+51
127+00 TO 127+05
-
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
HA
LF SIZ
E
H
ALF SIZ
E
964
966
968
970
972
974
976
978978
964
966
968
970
972
974
976
978978
127+00 127+20 127+40 127+60 127+80 128+00 128+20 128+40 128+60 128+80 129+00 129+20 129+40 129+60 129+80 130+00 130+20 130+40 130+60 130+80 131+00 131+20 131+40 131+60 131+80 132+00
132+20 132+40 132+60 132+80 133+00
964
966
968
970
972
974
976
978978
964
966
968
970
972
974
976
978978
127+00 127+20 127+40 127+60 127+80 128+00 128+20 128+40 128+60 128+80 129+00 129+20 129+40 129+60 129+80 130+00 130+20 130+40 130+60 130+80 131+00 131+20 131+40 131+60 131+80 132+00 132+20 132+40 132+60 132+80 133+00
VPI 12
7+00.00
Ele
v. 970.00
VPI 12
7+50.00
Ele
v. 970.20
VPI 12
8+00.00
Ele
v. 970.44
VPI 12
8+50.00
Ele
v. 970.52
VPI 12
9+00.00
Ele
v. 970.72
VPI 12
9+50.00
Ele
v. 970.80
VPI 13
0+00.00
Ele
v. 971.
38
VPI 13
0+50.00
Ele
v. 972.03
VPI 13
1+00.00
Ele
v. 972.46
VPI 13
1+50.00
Ele
v. 972.41
VPI 13
2+00.00
Ele
v. 972.48
VPI 13
2+50.00
Ele
v. 972.42
VPI 13
3+00.00
Ele
v. 972.27
0.400%0.477%
0.156% 0.397% 0.169%
1.160%
1.300%
0.860%-0.106% 0.140% -0.106% -0.314%
970.20
970.19
969.50
970.38
970.54
971.
21
971.
67
971.
88
972.62
973.22
973.07
973.55
973.35
970.00
970.20
970.44
970.52
970.72
970.80
971.
38
972.03
972.46
972.41
972.48
972.42
972.27
969.4
969.7
970.3
970.1
970.7
970.5
971.
4
971.
5
972.3
972.4
972.5
972.4
972.3
973.4
973.6
973.0
972.8
972.4
971.
9
971.
7
971.
2
970.6
970.4
969.3
970.2
969.9
DATUMDATUM
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.838
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R14
PROFILE SHEETS
STA. 127+00 TO STA. 133+00
SCALE: 1" = 20' HORIZONTAL
1" = 2' VERTICAL
DATUM
January
1, 0001
DA
TE P
LO
TT
ED:
ja
mes-f
US
ER:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
27\
R014
00
PF.
DG
NFIL
E
NA
ME:
VPI 12
7+00.00
Ele
v. 970.20
VPI 12
7+50.00
Ele
v. 970.19
VPI 12
8+00.00
Ele
v. 969.50
VPI 12
8+50.00
Ele
v. 970.38
VPI 12
9+00.00
Ele
v. 970.54
VPI 12
9+50.00
Ele
v. 971.
21
VPI 13
0+00.00
Ele
v. 971.
67
VPI 13
0+50.00
Ele
v. 971.
88
VPI 13
1+00.00
Ele
v. 972.62
VPI 13
1+50.00
Ele
v. 973.22
VPI 13
2+00.00
Ele
v. 973.07
VPI 13
2+50.00
Ele
v. 973.55
VPI 13
3+00.00
Ele
v. 973.35
-0.020%-1.380% 1.7
54%
0.326%1.334%
0.931%0.421%
1.484%
1.191%-0.300% 0.
969%-0.407%
-
SP
EE
DW
AY
RE
GE
NC
Y
RO
AD
PLANNED PARENTHOOD
WILLIE'S
GREAT ROOMS
HEARING CENTER
PL
AZ
A
DRIV
E
ELEV.= 971.94
ELEV.= 971.79
ELEV.= 971.47
18" RCP
TOP ELEV.=972.88
ELEV.= 970.67 TOP ELEV.=975.34
ELEV.= 970.16
ELEV.= 970.49ELEV.= 968.18
ELEV.= 967.79
DBL. 6' x 3' RCBC
DBL. 6' x 3' RCBC
8' x 3'
RC
BC
INV. ELEV.= 972.19
ENILRETNEC EVIRD DNALHTUOS
ELEV.= 969.48
ELEV.= 972.10
TM
H
WM
TM
H
TSP
WV
TS
P
PP
TSP
CATSAL LLC
DB 2796-399 BLUEGRASS FAMOUS REC INC
DB 1178-380IDA LENORA BLACK
DB 2876-25
SPEEDWAY SUPERAMERICA
DB 1962-94
CENTRAL BANK & TRUST CODB 1352-496CRAVENS & BRICKNELL LLC
DB 3254-26
DONALD E & MARY S WILSON
DB 1279-360
V & L CO INC.
PLAT B-077
EX. RW
EX. RW
EX. RW EX. RW
EX. RWEX. RW
EX. R
W
EX. R
W
EX. R
W
EX. R
W
EX. RW
EX. RW
WILLIE GOOD RESTAURANT LLC
DB 3359-189
CA
TS
AL LLC
DB 2796-3
99
135
+00
REMOVE STRUCTURE
MA
TC
H
LIN
E S
TA. 13
3+00
MA
TC
H
LIN
E S
TA. 13
9+00
0' 40' 80'20'
R15
HA
LF SIZ
E
H
ALF SIZ
E
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.867
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R15
PLAN SHEET
STA. 133+00 TO STA. 139+0020'SCALE: 1"=
Fe
bruary
23, 2017
DA
TE P
LO
TT
ED:
ja
mes-f
US
ER:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
26\
R015
00
PL.
DG
NFIL
E
NA
ME:
100'R 100'R
60'R
90'R
90'R
80'R
100'R
100'R
75'R
5'R
15'R
25'R
2'R
2'R
2'R
200'R
2'R
RTLT STA. TO STA. TYPE LIN. FT.
CONSTRUCT CURB & GUTTER
X
X 134+01.0 TO 134+92.9
133+32.5 TO 133+72.2
STANDARD
STANDARD
167.9
54.8
OR
LT.
RT.
STATION TO STATION
SIDEWALK
RAMP
TY. 1
SQ. YDS.
CONSTRUCT CONCRETE SIDEWALK
WIDTH
RT.
RT.
RT.
LT.
LT.
138+30 TO 139+00
137+70 TO 138+00
134+00 TO 137+29
137+80 TO 139+00
133+00 TO 137+15
1
2
2
1
2
6.0
6.0
6.0
6.0
6.0
46
21
221
77
274
-
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
HA
LF SIZ
E
H
ALF SIZ
E
966
968
970
972
974
976
978
980
982982
966
968
970
972
974
976
978
980
133+00 133+20 133+40 133+60 133+80 134+00 134+20 134+40 134+60 134+80 135+00 135+20 135+40 135+60 135+80 136+00 136+20 136+40 136+60 136+80 137+00 137+20 137+40 137+60 137+80 138+00 138+20 138+40 138+60 138+80 139+00
966
968
970
972
974
976
978
980
982982
966
968
970
972
974
976
978
980
982982
133+00 133+20 133+40 133+60 133+80 134+00 134+20 134+40 134+60 134+80 135+00 135+20 135+40 135+60 135+80 136+00 136+20 136+40 136+60 136+80 137+00 137+20 137+40 137+60 137+80 138+00
138+20 138+40 138+60 138+80 139+00
973.35
973.07
972.57
973.19
973.92
974.60
975.05
975.48
975.70
974.98
975.05
975.56
976.00
972.27
972.89
973.16
973.31
973.57
973.77
974.40
976.79
977.00
975.84
974.90
975.09
975.35
973.4
973.0
972.7
973.1
974.1
974.4
975.0
975.5
975.7
975.0
975.2
975.9
975.8
975.2
974.6
974.5
975.8
972.3
971.
9
973.0
972.7
973.3
973.5
974.4
976.7
977.4
DATUMDATUM
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.838
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R16
PROFILE SHEETS
STA. 133+00 TO STA. 139+00
SCALE: 1" = 20' HORIZONTAL
1" = 2' VERTICAL
DATUM
January
1, 0001
DA
TE P
LO
TT
ED:
ja
mes-f
US
ER:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
27\
R016
00
PF.
DG
NFIL
E
NA
ME:
VPI 13
3+00.00
Ele
v. 972.27
VPI 13
3+50.00
Ele
v. 972.89
VPI 13
4+00.00
Ele
v. 973.16
VPI 13
4+50.00
Ele
v. 973.31
VPI 13
5+00.00
Ele
v. 973.57
VPI 13
5+50.00
Ele
v. 973.77
VPI 13
6+00.00
Ele
v. 974.40
VPI 13
6+50.00
Ele
v. 976.79
VPI 13
7+00.00
Ele
v. 977.00
VPI 13
7+50.00
Ele
v. 975.84
VPI 13
8+00.00
Ele
v. 974.90
VPI 13
8+50.00
Ele
v. 975.09
VPI 13
9+00.00
Ele
v. 975.35
1.245%0.540%
0.300%0.520%
0.400%1.260%
4.79
0%
0.410%-2.320%
-1.880%0.380%
0.520%
VPI 13
3+00.00
Ele
v. 973.35
VPI 13
3+50.00
Ele
v. 973.07
VPI 13
4+00.00
Ele
v. 972.57
VPI 13
4+50.00
Ele
v. 973.19
VPI 13
5+00.00
Ele
v. 973.92
VPI 13
5+50.00
Ele
v. 974.60
VPI 13
6+00.00
Ele
v. 975.05
VPI 13
6+50.00
Ele
v. 975.48
VPI 13
7+00.00
Ele
v. 975.70
VPI 13
7+50.00
Ele
v. 974.98
VPI 13
8+00.00
Ele
v. 975.05
VPI 13
8+50.00
Ele
v. 975.56
VPI 13
9+00.00
Ele
v. 976.00
-0.564%-0.998% 1.242
%
1.450%
1.360%
0.907%0.851%
0.443% -1.438%0.143%
1.026%0.874%
-
INV. ELE
V.= 976.
69
INV. ELEV.= 975.01
ELEV.= 974.15
18" RCP
INV. ELEV.= 977.06
FL. ELEV.= 978.65PIPE
WILS
ON
BR
OT
HE
RS
AR
BY'S
RA
MB
LE
R
RO
AD
SE
RVIC
E
CE
NT
ER
DIX
ON'S
SP
EE
DW
AY
18' CMP
INV. ELEV.= 975.66INV. ELEV.= 976.24
INV. ELEV.= 976.22
= 978.41FL. ELEV.
INV. ELEV.= 975.69
INV. ELEV.= 975.03
TOP ELEV.=977.44INV. ELEV.= 974.03
TOP ELEV.=976.17
INV. ELEV.= 973.27
TOP ELEV.=978.28
4' x 2' R
CB
C
DBL. 5'
x 3' RC
BCDBL. 6' x 3' RCBC
ENILRETNEC EVIRD DNALHTUOS
INV. ELEV.= 972.32
WMW
M
TM
H
GV
WV
SIG
N
SANMH
KJM PROPERTIES LLC
DB 2917-498
WILLIAM R & D MONTGOMERY
DB 1589-267
SOUTHLAND LAW GROUP LLC
DB 2830-438
WILSON & WILSON
DB 1165-692
DAVIS REAL ESTATE CORP.
DB 1576-647
DAVIS REAL ESTATE CORP.
DB 1576-647
COLLINS BOWLING LANES INC.
DB 1198-290
FOLEY V LLC
JOHN L
DB 2916-282
EX. R
W
EX. RW
EX. RW
EX. R
W
EX. R
W
EX. RW EX. RW
EX. RW
EX. RW
SO
UT
HL
AN
D
LA
W
GR
OUP
LLC
DB 2830-4
38
18" PIPE
145
+00
140
+00
145
+00
PC 14
0+40.18
REMOVE STRUCTURE
MA
TC
H
LIN
E S
TA. 13
9+00
0' 40' 80'20'
MA
TC
H
LIN
E S
TA. 14
5+00
HA
LF SIZ
E
H
ALF SIZ
E
200'R
194'R
106'R
30'R
25'R
100'R
106'R
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.867
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R17
PLAN SHEET
STA. 139+00 TO STA. 145+0020'SCALE: 1"=
Fe
bruary
23, 2017
DA
TE P
LO
TT
ED:
Josh-
CU
SE
R:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
26\
R017
00
PL.
DG
NFIL
E
NA
ME:
OR
LT.
RT.
STATION TO STATION
SIDEWALK
RAMP
TY. 1
SQ. YDS.
CONSTRUCT CONCRETE SIDEWALK
WIDTH
RT.
RT.
RT.
RT.
RT.
RT.
RT.
RT.
LT.
LT.
143+89 TO 145+00
143+34 TO 143+70
142+42 TO 143+04
141+83 TO 142+12
141+16 TO 141+53
140+34 TO 140+91
139+33 TO 140+08
139+00 TO 139+03
141+85 TO 145+00
139+00 TO 141+61
1
1
1
1
1
1
1
1
1
1
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
75
24
42
32
32
38
49
2
198
173
-
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
HA
LF SIZ
E
H
ALF SIZ
E
970
972
974
976
978
980
982
984
986986
970
972
974
976
978
980
982
984
986986
139+00 139+20 139+40 139+60 139+80 140+00 140+20 140+40 140+60 140+80 141+00 141+20 141+40 141+60 141+80 142+00 142+20 142+40 142+60 142+80 143+00 143+20 143+40 143+60 143+80 144+00
144+20 144+40 144+60 144+80 145+00
970
972
974
976
978
980
982
984
986986
970
972
974
976
978
980
982
984
139+00 139+20 139+40 139+60 139+80 140+00 140+20 140+40 140+60 140+80 141+00 141+20 141+40 141+60 141+80 142+00 142+20 142+40 142+60 142+80 143+00 143+20 143+40 143+60 143+80 144+00 144+20 144+40 144+60 144+80 145+00
976.00
976.41
976.66
976.93
977.40
977.85
978.28
978.88
979.23
979.57
979.95
980.49
980.84
975.35
975.79
976.34
976.50
976.59
976.68
976.85
977.38
977.68
977.90
978.19
978.47
978.92
975.8
976.5
976.6
977.2
976.8
977.8
978.2
978.8
979.7
979.0
979.9
980.0
980.2
979.0
978.1
978.1
977.7
977.6
977.1
976.7
976.7
976.2
975.9
975.2
975.4
975.2
DATUMDATUM
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.838
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R18
PROFILE SHEETS
STA. 139+00 TO STA. 145+00
SCALE: 1" = 20' HORIZONTAL
1" = 2' VERTICAL
DATUM
January
1, 0001
DA
TE P
LO
TT
ED:
ja
mes-f
US
ER:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
27\
R018
00
PF.
DG
NFIL
E
NA
ME:
VPI 13
9+00.00
Ele
v. 976.00
VPI 13
9+50.00
Ele
v. 976.41
VPI 14
0+00.00
Ele
v. 976.66
VPI 14
0+50.00
Ele
v. 976.93
VPI 14
1+00.00
Ele
v. 977.40
VPI 14
1+50.00
Ele
v. 977.85
VPI 14
2+00.00
Ele
v. 978.28
VPI 14
2+50.00
Ele
v. 978.88
VPI 14
3+00.00
Ele
v. 979.23
VPI 14
3+50.00
Ele
v. 979.57
VPI 14
4+00.00
Ele
v. 979.95
VPI 14
4+50.00
Ele
v. 980.49
VPI 14
5+00.00
Ele
v. 980.84
0.820%0.500%
0.540%0.940%
0.900%0.866%
1.199%0.702%
0.673%0.760%
1.082%0.698%
VPI 13
9+50.00
Ele
v. 975.79
VPI 14
0+00.00
Ele
v. 976.34
VPI 14
0+50.00
Ele
v. 976.50
VPI 14
1+00.00
Ele
v. 976.59
VPI 14
1+50.00
Ele
v. 976.68
VPI 14
2+00.00
Ele
v. 976.85
VPI 14
2+50.00
Ele
v. 977.38
VPI 14
3+00.00
Ele
v. 977.68
VPI 14
3+50.00
Ele
v. 977.90
VPI 14
4+00.00
Ele
v. 978.19
VPI 14
4+50.00
Ele
v. 978.47
0.876%1.100%
0.324% 0.180% 0.180%
0.331%1.068%
0.606%0.438%
0.577%0.559%
0.900%
VPI 14
5+00.00
Ele
v. 978.92
VPI 13
9+00.00
Ele
v. 975.35
-
INV. ELEV.= 976.69TOP ELEV.=988.24
INV. ELEV.= 982.17 12' CMP
INV. ELEV.= 979.17
12" C
MP
15" CMP
18" RCP
RAIN
BO
W
RO
AD
COLLINS'S LANES
BAKERY
CO
LLIN
S
LA
NE
RE
BE
L
RO
AD
INV. ELEV.= 979.43
ENILRETNEC EVIRD DNALHTUOS
SANMH
TOP ELEV.=980.28
INV ELEV.= 983.00
WM
WM
WM
WM
WV
SANM
H
PP 4
E WV
SANMH
DAYBYDAY PROPERTIES LLC
DB 2966-343
REDPOINT PROPERTIES LLC
DB 3010-735
ROYS HOLDING CO LLC
DB 2104-35FORCHT BANK NA
DB 2889-270
MATTHEW J & M D DEBOOR
PLAT C-361
COLLINS BOWLING LANES INC.
DB 1198-290
FORCHT BANK NA
DB 2889-270
PROPERTIES LLC
PROCTOR
PROCTOR &
DB 2704-533
EX. RW
EX. R
W
EX. R
W
EX. RW
EX. R
W
EX. R
W
EX. R
W
EX. R
W
EX. RW
SO
UT
HL
AN
D
LA
W
GR
OUP
LLC
DB 2830-4
38
EX. RW
12"
15"
15"
145
+00
150
+00
145
+00
150
+00
PI 14
6+13.01
E=59.03
R=2750.00
L=1129.52
T=572.84
0' 40' 80'20'
MA
TC
H
LIN
E S
TA. 14
5+00
MA
TC
H
LIN
E S
TA. 15
0+00
R19
HA
LF SIZ
E
H
ALF SIZ
E
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.867
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R19
PLAN SHEET
STA. 145+00 TO STA. 150+0020'SCALE: 1"=
Fe
bruary
23, 2017
DA
TE P
LO
TT
ED:
ja
mes-f
US
ER:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
26\
R019
00
PL.
DG
NFIL
E
NA
ME:
50'R
44'R
2'R 2'R
75'R
75'R
2'R2
'R
#44
CBI
DBISTA. INVERT
TOP/GRATE
THROATTYPE
#
INLET
STORM SEWER CHART
MED
LT/RT/
44 JB B RT 145+64.7 981.00 979.10
OR
LT.
RT.
STATION TO STATION
SIDEWALK
RAMP
TY. 1
SQ. YDS.
CONSTRUCT CONCRETE SIDEWALK
WIDTH
149+25 TO 150+00
147+61 TO 148+99
145+55 TO 147+34
145+00 TO 145+27
149+35 TO 150+00
148+38 TO 148+92
145+57 TO 148+12
145+00 TO 145+25
RT.
RT.
RT.
RT.
LT.
LT.
LT.
LT.
1
2
3
1
1
2
3
1
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
65
99
133
20
42
35
181
16
-
980.1
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
HA
LF SIZ
E
H
ALF SIZ
E
976
978
980
982
984
986
988
990
992
978
980
982
984
986
988
990
992
145+00 145+20 145+40 145+60 145+80 146+00 146+20 146+40 146+60 146+80 147+00 147+20 147+40 147+60 147+80 148+00 148+20 148+40 148+60 148+80 149+00 149+20 149+40 149+60 149+80 150+00
976
978
980
982
984
986
988
990
992
976
978
980
982
984
986
988
990
992
145+00 145+20 145+40 145+60 145+80 146+00 146+20 146+40 146+60 146+80 147+00 147+20 147+40 147+60 147+80 148+00 148+20 148+40 148+60 148+80 149+00 149+20 149+40 149+60 149+80 150+00
VPI 14
5+50.00
Ele
v. 981.
08
VPI 14
6+00.00
Ele
v. 982.27
VPI 14
6+50.00
Ele
v. 983.37
VPI 14
7+00.00
Ele
v. 984.04
VPI 14
7+50.00
Ele
v. 984.68
VPI 14
8+00.00
Ele
v. 985.83
VPI 14
8+50.00
Ele
v. 987.19
VPI 14
9+00.00
Ele
v. 987.85
VPI 14
9+50.00
Ele
v. 988.79
VPI 15
0+00.00
Ele
v. 989.43
0.484%
2.367%
2.209%
1.344%
1.282%
2.294%
2.720%
1.321%
1.881%
1.284%
980.84
981.
08
982.27
983.37
984.04
984.68
985.83
987.19
987.85
988.79
989.43
978.92
979.22
979.52
979.82
980.60
981.
80
983.58
985.30
986.20
987.00
987.50
987.0
986.9
986.2
985.0
983.5
980.6
979.6
979.4
979.1
979.0
980.2
981.
1
981.
8
983.0
983.9
984.7
984.8
986.1
987.9
988.0
989.1
DATUMDATUM
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.536
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R20
PROFILE SHEETS
STA. 145+00 TO STA. 150+00
SCALE: 1" = 20' HORIZONTAL
1" = 2' VERTICAL
DATUM
January
1, 0001
DA
TE P
LO
TT
ED:
Josh-
CU
SE
R:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
27\
R02000
PF.
DG
NFIL
E
NA
ME:
VPI 14
5+00.00
Ele
v. 980.84
VPI 14
5+00.00
Ele
v. 978.92
VPI 14
5+50.00
Ele
v. 979.22
VPI 14
6+00.00
Ele
v. 979.52
VPI 14
6+50.00
Ele
v. 979.82
VPI 14
7+00.00
Ele
v. 980.60
VPI 14
7+50.00
Ele
v. 981.
80
VPI 14
8+00.00
Ele
v. 983.58
VPI 14
8+50.00
Ele
v. 985.30
VPI 14
9+00.00
Ele
v. 986.20
VPI 14
9+50.00
Ele
v. 987.00
VPI 15
0+00.00
Ele
v. 987.50
0.600%0.600%
0.600%
1.562%
2.400%
3.560
%
3.433
%
1.807%
1.600%
1.000%
-
TOP ELEV.=988.60
FL ELEV.= 982.45FL ELEV.= 984.65
REGULATORGAS
ENILRETNEC EVIRD DNALHTUOS
ELEV.= 982.69ELEV.= 981.31
DBI
FL ELEV.= 985.74
WV
PP
PP
PP
SSMHWM
WMGV
SANMH
TOP ELEV.=990.00 GV
WV WV
SMYRNA #2 LLC
GREER LAND CO
DB 3309-330
JOHN E & CONNIE MUNNELLY
DB 1234-515
BAPTIST HOSPITALS INC
DB 1427-758
124 SOUTHLAND LLC
DB 2385-583
MATTHEW J & M D DEBOOR
PLAT C-361
BAPTIST HOSPITALS INC
DB 1427-758
TA OPERATING LLC
DB 3342-132
EX. RW
EX. R
W
EX. R
W
MATTHEW J & M D DEBOOR
PLAT C-361
EX. RW
150
+00
150
+00
155
+00
PT 15
1+69.70
0' 40' 80'20'
MA
TC
H
LIN
E S
TA. 15
0+00
R21
HA
LF SIZ
E
H
ALF SIZ
E
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.536
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R21
PLAN SHEET
STA. 150+00 TO END OF PROJECT20'SCALE: 1"=
Fe
bruary
23, 2017
DA
TE P
LO
TT
ED:
ste
phe
nU
SE
R:
C:\
PW
_W
OR
KDIR\J
AM
ES-F\
DM
S312
26\
R0210
0P
L.
DG
NFIL
E
NA
ME:
20'R
20'R
50.75'R
35'R
5'R
50'R
5'R
5'R
#46
CBI
DBISTA. INVERT
TOP/GRATE
THROATTYPE
#
INLET
STORM SEWER CHART
MED
LT/RT/
46
45
CBI
CBI
A
F
LT
LT
154+38.4
152+96.3
987.98
989.11
982.45
984.65
RTLT STA. TO STA. TYPE LIN. FT.
CONSTRUCT CURB & GUTTER
X
X 153+44.4 TO 154+56.9
152+42.9 TO 153+04.5
STANDARD
STANDARD
200.0
83.1OR
LT.
RT.
STATION TO STATION
SIDEWALK
RAMP
TY. 1
SQ. YDS.
CONSTRUCT CONCRETE SIDEWALK
WIDTH
RT.
RT.
LT.
LT.
LT.
150+31 TO 150+97
150+00 TO 150+18
153+45 TO 154+56
151+39 TO 153+03
150+00 TO 151+90
1
1
1
2
1
6.0
6.0
6.0
6.0
6.0
42
12
74
39
124
-
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
INSIDE EDGE OF SIDEWALK
EXISTING GROUND AT
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
LEFT SIDEWALK NORTH
RIGHT SIDEWALK SOUTH
HA
LF SIZ
E
H
ALF SIZ
E
982
984
986
988
990
992
994
996996
982
984
986
988
990
992
994
996996
150+00 150+20 150+40 150+60 150+80 151+00 151+20 151+40 151+60 151+80 152+00 152+20 152+40 152+60 152+80 153+00 153+20 153+40 153+60 153+80 154+00 154+20 154+40 154+60 154+80 155+00 155+20 155+40 155+60 155+80 156+00
982
984
986
988
990
992
994
996996
982
984
986
988
990
992
994
996996
150+00 150+20 150+40 150+60 150+80 151+00 151+20 151+40 151+60 151+80 152+00 152+20 152+40 152+60 152+80 153+00 153+20 153+40 153+60 153+80 154+00 154+20 154+40 154+60 154+80 155+00
155+20 155+40 155+60 155+80 156+00
989.43
989.82
990.06
990.25
990.57
990.29
989.34
988.83
988.52
988.99
987.50
988.00
988.50
989.00
989.20
989.35
989.60
989.52
988.83
988.50
VPI 15
0+00.00
Ele
v. 989.43
987.0
987.4
988.5
989.3
989.2
989.2
989.2
989.1
988.3
988.5
988.9
988.4
988.7
989.3
990.0
990.5
990.3
989.9
989.8
989.1
DATUMDATUM
SOUTHLAND DRIVE SIDEWALKS
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.838
COUNTY OF ITEM NO. SHEET NO.
FAYETTE R22
PROFILE SHEETS
STA. 150+00 TO END OF PROJECT
SCALE: 1" = 20' HORIZONTAL
1" = 2' VERTICAL
DATUM
January
1, 0001
DA
TE P