R03PL COUNTY OF ITEM NO. SHEET NO ......Daniel Tegene - Louisville, Kentucky 40202 550 South Third...
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S H EET R 20 S H EET R 24 S H EET R 28 S H EET R 30 S H EET R 32 S H EET R 3 5 S H EET R 39 S H EET R 4 2 SHEET R04 SHEET R06 SHEET R09 SHEET R11 SHEET R13 S H E ET R 1 5 S H EET R 17 UTILITY OWNERS CONTROL INFORMATION. SOURCE OF LEVELS AND COORDINATE NOTE: SEE COORDINATE CONTROL SHEET FOR 20+00 30+00 40+00 50+00 60+00 70+00 80+00 90+00 100+00 130+00 140+00 150+00 160+00 170+00 180+00 110+00 120+00 10+00 L L ! US 42 B R A M P B L B R A MP A ! SHARED USE PATH L CALL 811 TOLL FREE A MINIMUM OF TWO AND NO MORE THAN TEN BUSINESS DAYS PRIOR TO EXCAVATION FOR INFORMATION ON THE LOCATION OF EXISTING UNDERGROUND UTILITIES WHICH SUB- CRIBE TO THE BEFORE-U-DIG (BUD) SERVICE. COORDINATE EXCAVATION WITH ALL UTILITY OWNERS, INCLUDING THOSE WHO DO NOT SUBSCRIBE TO BUD. SHOW ALL UTILITIES AND A CONTACT PERSON FOR EACH COMPANY ON SHEET NO. 3 OF THE PLANS. BEFORE YOU DIG ! SP R I NGDA LE R OAD ! WOLF PEN BRANCH ROAD CONNECTOR ! OLDE CREEK WAY ! RI VER ROAD KY 841 [email protected] Fax: 502-587-6645 Office: 502-587-6624 Todd Hood - Systems Administrator Louisville, KY 40202 901 West Main St. [email protected] Fax: 937-259-4885 Office: 937-259-4029 Scott Evans - Program Manager Kettering, OH 45420 Suite 102 1900 Founders Drive TRIMARC i - 71 AP P ROACH BRI DGE CRE E K BRI DGE HARRODS T UNN EL T UNN EL BR I DG E BRI DGE HHE 408 SURVEY CONTROL MONUMENT ACCE S S ROAD ! E ME RGE NCY ! ACCESS ROAD Fax: 502-526-2352 Cell: 502-526-8814 Office: 502-454-2352 [email protected] Network Provisioning Manager Morgan Herndon - Louisville, Kentucky 40218 2nd Floor 3719 Bardstown Road AT&T KY TELEPHONE Cell: 502-664-7395 Office: 502-357-4376 [email protected] Deno Barbour - Highway Coordinator Louisville, Kentucky 40229 4701 Commerce Crossing Drive Insight Communications CABLE TV Fax: 502-217-2179 Cell: 502-376-9510 Office: 502-627-3708 [email protected] Greg Geiser Louisville, Kentucky 40232-2020 P.O. Box 32020 820 West Broadway Louisville Gas and Electric Company GAS & ELECTRIC Fax: 502-540-6561 Cell: 502-475-2777 Office: 502-540-6614 [email protected] Brad Selch- Project Adminstrator Louisville, Kentucky 40203-1911 700 West Liberty Street Metropolitan Sewer District SANITARY & SEWER Office: 502-569-3649 [email protected] Relocation Engineer, PO Daniel Tegene - Louisville, Kentucky 40202 550 South Third Street Louisville Water Company WATER Cell: 502-777-8622 Office: 502-561-6930 [email protected] Kevin Webster Louisville, KY 40203 848 South 8th Street, Level (3) Communications, LLC FIBER OPTIC Fax: 502-297-6252 Office: 502-297-6206 [email protected] Operations Supervisor Greg Green - T-Mobile Field Louisville, KY 40299 11509 Commonwealth Drive #9 T-Mobile of KY / Southern IN CELLULAR ! KY 841 ! KY 841 SUBJECT TO CHANGE PRELIMINARY BEGIN CONSTRUCTION STA 24+42.19 B KY 841 RAMP TO I-71 BEGIN RIGHT-OF-WAY ROW B KY 841 STA 17+33.88 L BEGIN CONSTRUCTION STA 11+33.46 ! KY 841 BEGIN CONSTRUCTION STA 0+99.72 B KY 841 SOUTHBOUND ! KY 841 ! KY 841 ! KY 841 END CONSTRUCTION STA 187+51.86 ! KY 841 END RIGHT-OF-WAY ROW B KY 841 STA 189+90.00 L SHEETS FOR ROW INFORMATION SEE ROW STRIP MAPS AND DETAIL RAMP TO I-71 B KY 841 B KY 841 SB L L JEFFERSON ITEM NO. 5-731.00 SHEET LAYOUT DATE JEFFERSON 5-731.00 R3 H.W. LOCHNER, INC. 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 FENCE HEDGE FENCE SWAMP OR MARSH SPRINGS QUARRY SITE LAKES OR PONDS NORTH POINT GUARDRAIL SINKHOLE 4 0 0 ’ V . C . B.M. NO.4 1-S FRAME 1-S BRICK SHED 2-S BRICK TERMINAL SECTION GUARDRAIL END 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 P L 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 TH EXISTING/ PROPOSED J anuary 31 , 2012 DATE PLOTTED: dwri ght USER: E- SHEET NAME: Mi croStati on v8. 11 . 7. 180 COUNTY OF ITEM NO. SHEET NO. NUMBERS: PROJECT COUNTY OF Commonwealth of Kentucky DEPARTMENT OF HIGHWAYS NOT TO SCALE DESIGNED BY: DATE SUBMITTED: T:\1865- DESI GN\CONTRACT PLAN SET\ROADWAY\PLAN SET\PLAN & PROFI LE\R00300PL. DGN FI LE NAME:
Transcript of R03PL COUNTY OF ITEM NO. SHEET NO ......Daniel Tegene - Louisville, Kentucky 40202 550 South Third...
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R03PL
UTILITY OWNERS
CONTROL INFORMATION.
SOURCE OF LEVELS AND COORDINATE
NOTE: SEE COORDINATE CONTROL SHEET FOR
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!SHARED USE PATH
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CALL 811 TOLL FREE A MINIMUM OF TWO AND NO MORE THAN
TEN BUSINESS DAYS PRIOR TO EXCAVATION FOR INFORMATION ON
THE LOCATION OF EXISTING UNDERGROUND UTILITIES WHICH SUB-
CRIBE TO THE BEFORE-U-DIG (BUD) SERVICE. COORDINATE EXCAVATION
WITH ALL UTILITY OWNERS, INCLUDING THOSE WHO DO NOT SUBSCRIBE
TO BUD. SHOW ALL UTILITIES AND A CONTACT PERSON FOR EACH
COMPANY ON SHEET NO. 3 OF THE PLANS.
BEFORE YOU DIG
! SPRINGDALE ROAD
!
WOLF PEN BRANCH ROAD
CO
NN
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TO
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!
OL
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CR
EE
K
WA
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RIV
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KY 841
Fax: 502-587-6645
Office: 502-587-6624
Todd Hood - Systems Administrator
Louisville, KY 40202
901 West Main St.
Fax: 937-259-4885
Office: 937-259-4029
Scott Evans - Program Manager
Kettering, OH 45420
Suite 102
1900 Founders Drive
TRIMARC
i-71
APPROACH BRID
GE
CREEK BRID
GE
HARRODS
TUNNEL
TUNNEL
BRIDGE
BRID
GE
HHE 408SURVEY CONTROL MONUMENT
ACCESS ROAD
!
EMERGENCY
! ACCESS ROAD
Fax: 502-526-2352
Cell: 502-526-8814
Office: 502-454-2352
Network Provisioning Manager
Morgan Herndon -
Louisville, Kentucky 40218
2nd Floor
3719 Bardstown Road
AT&T KY
TELEPHONE
Cell: 502-664-7395
Office: 502-357-4376
Deno Barbour - Highway Coordinator
Louisville, Kentucky 40229
4701 Commerce Crossing Drive
Insight Communications
CABLE TV
Fax: 502-217-2179
Cell: 502-376-9510
Office: 502-627-3708
Greg Geiser
Louisville, Kentucky 40232-2020
P.O. Box 32020
820 West Broadway
Louisville Gas and Electric Company
GAS & ELECTRIC
Fax: 502-540-6561
Cell: 502-475-2777
Office: 502-540-6614
Brad Selch- Project Adminstrator
Louisville, Kentucky 40203-1911
700 West Liberty Street
Metropolitan Sewer District
SANITARY & SEWER
Office: 502-569-3649
Relocation Engineer, PO
Daniel Tegene -
Louisville, Kentucky 40202
550 South Third Street
Louisville Water Company
WATER
Cell: 502-777-8622
Office: 502-561-6930
Kevin Webster
Louisville, KY 40203
848 South 8th Street,
Level (3) Communications, LLC
FIBER OPTIC
Fax: 502-297-6252
Office: 502-297-6206
Operations Supervisor
Greg Green - T-Mobile Field
Louisville, KY 40299
11509 Commonwealth Drive #9
T-Mobile of KY / Southern IN
CELLULAR
! KY 841
! KY 841
SUBJECT TO CHANGE
PRELIMINARY
BEGIN CONSTRUCTION
STA 24+42.19
B KY 841 RAMP TO I-71
BEGIN RIGHT-OF-WAY
ROW B KY 841 STA 17+33.88L
BEGIN CONSTRUCTION
STA 11+33.46
! KY 841
BEGIN CONSTRUCTION
STA 0+99.72
B KY 841 SOUTHBOUND
! KY 841
!
KY 841
!
KY 841
END CONSTRUCTION
STA 187+51.86 ! KY 841
END RIGHT-OF-WAY
ROW B KY 841 STA 189+90.00L
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
RAMP TO I-71
B KY 841
B KY 841 SB
L
L
JEFFERSON
ITEM NO. 5-731.00
SHEET LAYOUT
DATE
JEFFERSON 5-731.00 R3
H.W. LOCHNER, INC.
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 FENCE
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
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SANITARY SEWER (WITH MANHOLE)
STORM SEWER (WITH MANHOLE)
GM
WM
T
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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
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NUMBERS:
PROJECT
COUNTY OF
Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS
NOT TO SCALE
DESIGNED BY:
DATE SUBMITTED:
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FL 644.65
TG 648.29
FL 641.52
FL 641.60
TG 649.01
OE 639.34
OE 644.74
Ex30"R
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IE 645.34
OE 654.20
Ex15
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OE 647.57
FL 664.70
TG 668.68
Ex 15"
RCP
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4"UD
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IE 657.11
SIG
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4’ WW FENCE
EXIST I-
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B
EXIST KY 841 NORTHBOUND RAMP
EXIST KY 841 NORTHBOUND LANES
EXIST KY 841 SOUTHBOUND LANES
EXIS
T KY 841 R
AMP TO I-71
RAMP TO I-71
WATER CO. EASEMENT
EX 50’ LOUISVILLE
PROP. & E
XIS
T. R/
W& C.A.
PROP. & EXIST. R/W & C.A.
SPEC V DT
SPEC V DT
SPEC V DT
SPRINGDALE BAPTIST CHURCH, INC.
(HUSBAND & WIFE)
JAYSHREE R. AMIN
RAJAN R. AMIN
L
S7°53’11"E
17-I
OT P
MAR 14
8
YK
BL
S7°53’11"E
PI 21+
61.61
PO
B 0
+99.72
PC 4+49.80
N70°08’45"W
5+00
KY 841
SB
15+00
20+00
PC
C 18
+31.
84
PT 24+
42.19
POE 24+6
7.23
PI 14
+36.43
S61°41’13"E
S61°41’13"E
B KY 841 SOUTHBOUND
PL BEGIN - 7+00
L
12’12’10’
MA
TC
HLIN
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TA 14
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8’
12’
12’
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17’
4’
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TA 7
+00
STA 14+25 TO STA 24+67.46 &
KY 841 RAMP TO I-71
NOTE: CHANNEL LINING IS NOT REQUIRED WHEN CUT DITCHES ARE LOCATED IN STABLE ROCK.
350’ T
APER
@ 50:1
12’12’
12’12’
(Do Not Disturb WM)
FENCE
BEGIN
0’ 100’ 200’50’
SEE PROFILE SHEET R5
SUBJECT TO CHANGE
PRELIMINARY
BEGIN CONSTRUCTION
STA 0+99.72
B KY 841 SOUTHBOUND
210’ TAPER @ 35:1
210’ TAPER @ 35:1
BE
GIN
PV
MT
TA
PE
R
ST
A 4+63.02
BE
GIN
PV
MT
TA
PE
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A 14
+52.29
END PAVEM
ENT TAPER
STA 21
+81.8
4
24’
STA 14+25 - STA 24+42.19 4’RT RAMP TO I-71
RT KY 841 SB 4’STA 1+34.7 - STA 7+00
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FTTYPE
2
2
FENCE
BEGIN
BEGIN CONSTRUCTION
STA 24+42.19
B KY 841 RAMP TO I-71
Runout = N/A
Runoff = N/A
e = N/A
E = 14.77
R = 3500.00
L = 641.98
T = 321.89
= 10°30’34" LT
PI STA 7+71.69
PROPOSED B KY 841 SBL
L
Runout = N/A
Runoff = 267
e = 8.0%
E = 78.87
R = 650.00
L = 610.35
T = 329.77
= 53?48’02" RT
PI STA 21+61.61
PROPOSED B KY 841 RAMP TO I-71
L
Runout = 67
Runoff = 120
e = 3.6%
E = 32.15
R = 2500.00
L = 797.66
T = 402.25
= 18°16’51" RT
PI STA 14+36.43
PROPOSED B KY 841 RAMP TO I-71
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
16’
BE
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+00
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+73.17
10’
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
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0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R4
KY 841 SB STA 0+99.72 TO STA 7+00
7+00
635
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645
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645
650
655
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630
635
640
645
650
655
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665665
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650
655
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665665
642.65
5-731.00
STA 14+25 TO STA 24+67.46 &
KY 841 RAMP TO I-71
L
KY 841 SOUTHBOUND
MA
TC
HLIN
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TA 7
+00
LM
AT
CH
LIN
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TA 14
+25
KY 841 RAMP TO I-71
BEGIN CONSTRUCTION
STA 24+42.19
B KY 841 RAMP TO I-71
SUBJECT TO CHANGE
PRELIMINARY
BEGIN CONSTRUCTION
STA 0+99.72
B KY 841 SOUTHBOUND
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL5’ 1" =
January
31, 2012
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KY 841 SB STA. 0+99.72 TO STA. 7+00
INV 640.50
EXIST 15" RCP
STA 17+42.4
INV 644.96
EXIST 30" RCP
STA 21+63.4
EXISTING GROUNDLINEPROPOSED PROFILE
PV
T 15
+11.54
Ele
v 642.84
PV
C 17
+82.32
Ele
v 650.49
VPI 20
+32.32
Ele
v 657.55
PV
T 22
+82.32
Ele
v 658.00
VPI 24
+67.46
Ele
v 658.33
2.83%
0.18%
2.83%
0.18%
SSD=501.03’
VC=500.00’
HLSD=597.58’
VC=446.00’
INV 643.67
EXIST 15" RCP
STA 3+84.6
PROPOSED PROFILE
GROUNDLINE
EXISTING
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
VPI 0
+99.72
Ele
v 660.94
PV
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+83.78
Ele
v 646.17
-3.05%
660.93
659.32
657.78
656.33
654.69
653.20
651.
93
650.51
648.44
646.42
644.67
643.10
641.
88
660.93
659.40
657.88
656.35
654.83
653.30
651.
78
650.25
648.72
647.20
645.68
644.23
HLSD=751.68’
VC=510.00’
14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50
642.65
644.02
645.30
646.59
647.82
648.92
649.74
650.29
650.85
651.
56
652.27
653.04
653.59
654.22
655.13
655.71
656.49
657.18
657.78
658.12
658.30
641.
17
642.51
643.92
645.34
646.75
648.16
649.58
650.98
652.28
653.45
654.48
655.39
656.16
656.79
657.30
657.67
657.91
658.03
658.12
658.21
658.30
POST
POST
POST
POST
SD
POST
POST
POST
POSTPOST
POSTPOSTPOST
POST
POST
POST
POST
TEL JB
TEL JB
TEL JB
TEL JB
POST
POSTPOST
POST
OP
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SANMH
60"WM
60"WM 60"WM
CO
NC
CONC
CONC
CONC
CONC
CONC CONC
SPRIN
GDALE ROAD
BROECKERBLVD
EXIS
T
R/
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IE 622.38
EX 48"
CM
P
OE 618.12
OE 627.21
FL 627.44
TG 631.57
OE 629.01
FL 629.18
TG 632.25
EX 15
" R
CP
EX 15
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P
OE 631.41
4"UD
OE 632.63
4"UD
OE 634.56
4"UD
4’ WW FENCE
4’ WW FENCE
4’ WW FENCES
EX 36" CMP
IE 612.81
OE 612.47
EX 12" CMP
IE 639.62
OE 638.74
613.78
WSE
2-S-BR2-S-BR2-S-BR
2-S-BR
2-S-BR
2-S-BR
2-S-BR
4’ WW FENCE
4’ WW FENCE
EXIST R/W
EXIST KY 841 SB
EXIST KY 841 NB
T1
IEXST KY 841 RAMP O I-7
RIP-RAP
10’ WOODEN PLANK FENCE
WATER CO. EASEMENT
EX 50’ LOUISVILLEW
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CO. E
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EX 80’
LO
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PROP. & EXIST. R/W & C.A.
PROP. & E
XIST. R/W & C
.A.
PROP. & EXIST. R/W & C.A.
PROP. & EXIST. R/W & C.A.
DITCH AND SLOPE CONST.TEMP. EASEMENT FOR
SPEC 2’ FB DT
SPEC 2’ FB DT
SPEC V DT
24" 24" 24"
30"
24"
SPEC 2’ FB DT
SPEC 2’ FB DT
24"
SPRINGDALE BAPTIST CHURCH, INC.
3
P
(HUSBAND & WIFE)
NEERA UMMAT
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(HUSBAND & WIFE)
JAYSHREE R. AMIN
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AB
LE
TR
US
T
MA
RY C
HRIS
TIN
E
PLA
CK
TH
E JE
RE
W.
&
TR
US
TE
E
FO
R
17-I OT PMAR 148 YK BL
DNUOBHTUOS 148 YK BL
S79°58’04"E
LL
15+00
20
+00
N80°39’19"W
PT 10
+91.
78
PI 7
+71.
69
N80°39’19"W
N70°08’45"W10
+00
KY 841
SB
PC 10
+34.19
PI 14
+36.43
B
KY 841
RA
MP
TO I-71
ST
A 10
+00
61.
33’
LT !
KY 841
ST
A 11
+33.46
=
B
KY 841
SO
UT
HB
OU
ND
ST
A 11
+33.46
13.33’
LT !
KY 841
ST
A 11
+33.46
=
! KY 841
IN STABLE ROCK.
NOTE: CHANNEL LINING IS NOT REQUIRED WHEN CUT DITCHES ARE LOCATEDPL 7+00 - 20+00
15’
23.5’
26.36’
12’
20
+00
MA
TC
HLIN
E S
TA 14
+25
MA
TC
HLIN
E S
TA 20
+00
PROPOSED KY 841 SOUTHBOUND LANES
PROPOSED KY 841 NORTHBOUND LANES
48’
12’
(Re
mo
ve)
(Re
mo
ve)
KY 841
MA
TC
HLIN
E S
TA 7
+00
I-71 IS 45MPH
DESIGN SPEED OF EXISTING KY 841 RAMP TO
PART OF THE MEDIAN BOX INLET
25’ OF BARRIER WALL INCLUDED AS
(Do Not Disturb WM)
4’
(Do Not Disturb)
(Do Not Disturb WM)
12’
150’ TAPER @ 25:1
26.36’
912.10’ MEDIAN TAPER @ 70 : 1
12’
36’
10’
6’
BEGIN MEDIAN TAPER
RT STA 13+08.20
EN
D
PA
VE
ME
NT
TA
PE
R
49.33’
LT
ST
A 19
+73.46
END SHLD TAPER
74.72’ RT STA 12+83.46
0’ 100’ 200’50’
SEE PROFILE SHEET R7 & R8
SUBJECT TO CHANGE
PRELIMINARY
GUARDRAIL (SF) (1) END TREATMENT TYPE 1.
CONST 42.5 LF OF STEEL "W" BEAM
LT KY 841 STA 11+33.46 TO STA 12+25
BEAM GUARDRAIL (SF).
STA 14+25 CONST 424 LF OF STEEL "W"
RT B KY 841 RAMP TO I-71 STA 10+00 TO
MEDIAN BARRIER WALL
4’
50"STA 11+33.46 - STA 20+00
4’
STA 11+33.46 - STA 20+00
4’RT RAMP TO I-71
! KY 841
LT ! KY 841
STA 10+00 - STA 14+25
RT B KY 841 SBL STA 7+00 - STA 11+33.46
RT ! KY 841 4’STA 11+33.46 - STA 20+00
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FTTYPE
2
2
2
2
L
Runout = N/A
Runoff = N/A
e = N/A
E = 14.77
R = 3500.00
L = 641.98
T = 321.89
= 10°30’34" LT
PI STA 7+71.69
PROPOSED B KY 841 SB
840’ PAVEMENT TAPER @ 70 : 1
1066.84’ TAPER @ 70 : 1
14 C
BEGIN RIGHT-OF-WAY
ROW B KY 841 STA 17+33.88L
BEGIN SHLD TAPER
STA 9+64.9122.37’
BEGIN CONSTRUCTION
STA 11+33.46
! KY 841
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
70.86’ RT BEGIN SHLD TAPER
BEGIN PAVEMENT TAPER
64.86’ RT STA 11+33.46
BE
GIN
PV
MT
TA
PE
R
ST
A 11
+33.46
61.
33’
LT
L
Runout = 67
Runoff = 120
e = 3.6%
E = 32.15
R = 2500.00
L = 797.66
T = 402.25
= 18°16’51" RT
PI STA 14+36.43
PROPOSED B KY 841 RAMP TO I-71
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
January
31, 2012
DA
TE P
LO
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ED:
jhiero
ny
mus
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R00600
PL.
DG
NFIL
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ME:
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Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R6
STA 7+00 TO STA 20+00
630
625
630
625
L
L
L
L
635
640
645
650
630
635
640
645
650
635
640
645
650
660
630
635
640
645
650
STA 10+00 TO STA 14+25 &
KY 841 RAMP TO I-71
MA
TC
HLIN
E S
TA 7
+00
620
625
620
625
620 620
MA
TC
HLIN
E S
TA 11
+33.46
7+00
MA
TC
HLIN
E S
TA 14
+25
B KY 841 RAMP TO I-71 STA 10+00
61.33’ LT ! KY 841 STA 11+33.46 =
B KY 841 SOUTHBOUND STA 11+33.46
13.33’ LT ! KY 841 STA 11+33.46 =
B KY 841 RAMP TO I-71 STA 10+00
61.33’ LT ! KY 841 STA 11+33.46 =
B KY 841 SOUTHBOUND STA 11+33.46
13.33’ LT ! KY 841 STA 11+33.46 =
KY 841 RAMP TO I-71
KY 841 SOUTHBOUND
SE TRANSITION
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL5’ 1" =
January
31, 2012
DA
TE P
LO
TT
ED:
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US
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T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R00700
PF.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R7
KY 841 SB STA 7+00 TO STA 11+33.46
INV 620.59
EXIST 48" CMP
STA 9+84.2
EXISTING GROUNDLINE
PROPOSED PROFILE
VPI 8
+93.78
Ele
v 636.71
PV
T 10
+93.78
Ele
v 636.71
VPI 11
+33.46
Ele
v 636.71
0.00%
-3.05%
0.00%
HLSD=751.68’
VC=510.00’
INV 621.72
EXIST 48" CMP
STA 11+47.15
PROPOSED PROFILE
EXISTING GROUNDLINE
VPI 10
+00.00
Ele
v 635.75
PV
C 10
+65.54
Ele
v 635.42
LO 11
+01.
61
Ele
v 635.33
VPI 12
+21.
54
Ele
v 634.64
-0.50%2.8
3%
-0.50%
HLSD=597.58’
VC=446.00’
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
635.33
635.42
635.67
636.17
636.81
637.78
638.89
640.13
641.
50
635.75
635.50
635.33
635.49
636.00
636.82
637.76
638.80
639.93
7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
641.
88
640.23
638.20
636.82
635.69
634.89
634.21
633.74
633.51
642.88
641.
63
640.47
639.41
638.45
637.67
637.12
636.80
636.71
610
630
650
670
690
600
620
640
660
680
610
630
650
670
600
620
640
660
680
KY 841
MA
TC
HLIN
E S
TA 20
+00
SUBJECT TO CHANGE
PRELIMINARY
BEGIN CONSTRUCTION
STA 11+33.46
! KY 841 SOUTHBOUND
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R00800
PF.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R8
STA 11+33.46 TO STA 20+00
0.00%
PV
C 11
+33.46
Ele
v 636.71
VPI 14
+50.00
Ele
v 636.71
PV
T 17
+66.54
Ele
v 639.11
PV
C 18
+30.00
Ele
v 639.59
HLSD=3025.87’
VC=633.08’
+0.76%
+0.76%
GROUNDLINE
EXISTING
PROFILE
PROPOSED
LO 11
+33.90
Ele
v 636.71
632.4
632.8
632.9
633.3
633.6
633.2
633.5
633.7
633.9
634.2
634.4
634.8
635.1
635.4
636.71
636.74
636.79
636.88
636.99
637.13
637.31
637.51
637.75
638.01
638.31
638.63
638.99
639.37
11+50 12+50 13+50 14+50 15+50 16+50 17+5012+00 13+00 14+00 15+00 16+00 17+00 18+00
635.6
635.8
636.0
636.2
639.74
640.09
640.40
640.68
18+50 19+5019+00 20+00
TEL JB
TEL JB
TEL JB
TEL JB
POSTPOST
POST
POSTPOST
8"
60"WM 60"WM 60"WM
CONC
CONC
CONC
SPRIN
GDALE ROAD
BROECKER
EXIS
T R/
W
IE 630.37
EX 18
" R
CP
FL632.26
FL632.28
TG 635.72
EX 18
" R
CP
OE 633.27
4’ WW F
ENCE
EX 18" RCP EX 18" R
CP
IE 628.78
FL 628.63
FL 628.96
TG 631.14
OE 629.66
2-S-BR
2-S-BR2-S-BR
12’ WOODEN PLANK12’ WOODEN PLANK
4’ WW FENCE 4’ WW FENCE
EXIS
T R/
W
EXIST KY 841 SB
EXIST KY 841 NB
WATER CO. EASEMENT
EX 50’ LOUISVILLE
AND ELECTRIC ESMT
EX LOUISVILLE GAS AND ELECTRIC ESMT
EX LOUISVILLE GAS
75’
35’
PROP. & EXIST. R/W & C.A.PROP. & EXIST. R/W & C.A.
PROP. & EXIST. R/W & C.A.
TEMP. EASEMENT FOR DITCH AND SLOPE CONST.TEMP. EASEMENT FOR DITCH AND SLOPE CONST.
PROP. & EXIST. R/W & C.A.
BARRIER CONST.
FOR NOISE
TEMP. EASEMENT
TEMP. EASEMENT FOR SLOPE CONST.
24"18" 18" 18" 18"
SPEC V DT
SPEC V DTSPEC V DT
PROP NOISE BARRIER - N1
LIVIN
G T
RUST
DR. D
AVID
A. Z
EM
BA, J
R.
LLC
ACQUISITIO
NS,
TERRA
3
P
4
P
(HUSBAND & WIFE)
NEERA UMMAT
ARUN UMMAT
(UNMARRIED)
PAUL SIMON
(UNMARRIED)
ARNOLD
GREER
MARSHA
SPRING FARM POINTE, LLC.
5
P
F/B/O DIANNE HUTCHERSON U/W DATED 05/26/1975; AND ROY F. MCMAHAN, III
E. BRUCE NEIKIRK, SUCCESSOR TRUSTEE, MARY ALICE MCMAHAN TRUST
(NON-GST EXEMPT TRUST) U/A DATED 06/11/03;
NO. 2 IRREVOCABLE TRUST F/B/O THE ROY F. MCMAHAN III FAMILY
DOUGLAS A. BOZELL, SUCCESSOR TRUSTEE, THE SKIP MCMAHAN FAMILY
(NON-GST EXEMPT TRUST) U/A DATED 06/11/03;
NO. 2 IRREVOCABLE TRUST F/B/O THE DIANNE HUTCHERSON FAMILY
E. BRUCE NEIKIRK, SUCCESSOR TRUSTEE, THE SKIP MCMAHAN FAMILY
F/B/O DIANNE HUTCHERSON U/W DATED 05/26/1975; AND ROY F. MCMAHAN, III
E. BRUCE NEIKIRK, SUCCESSOR TRUSTEE, MARY ALICE MCMAHAN TRUST
(NON-GST EXEMPT TRUST) U/A DATED 06/11/03;
NO. 2 IRREVOCABLE TRUST F/B/O THE ROY F. MCMAHAN III FAMILY
DOUGLAS A. BOZELL, SUCCESSOR TRUSTEE, THE SKIP MCMAHAN FAMILY
(NON-GST EXEMPT TRUST) U/A DATED 06/11/03;
NO. 2 IRREVOCABLE TRUST F/B/O THE DIANNE HUTCHERSON FAMILY
E. BRUCE NEIKIRK, SUCCESSOR TRUSTEE, THE SKIP MCMAHAN FAMILY
20
+00
25
+00
30
+00
N80°39’19"W! KY 841
MA
TC
HLIN
E S
TA 20
+00
MA
TC
HLIN
E S
TA 33
+00
PL 20+00 - 33+00
20
+00
PROPOSED KY 841 SOUTHBOUND LANES
PROPOSED KY 841 NORTHBOUND LANES
(Re
mo
ve)
(Re
mo
ve)
KY 841
(Do Not Disturb WM)
(Do Not Disturb WM)
(Do Not Remove Wooden Plank Fence)
10’
36’
12’
EN
D
ME
DIA
N
TA
PE
R
13.33’
RT
EN
D
PA
VE
ME
NT
TA
PE
R
49.33’
RT
ST
A 22
+00.30
0’ 100’ 200’50’
SEE PROFILE SHEET R10PART OF THE MEDIAN BOX INLET
25’ OF BARRIER WALL INCLUDED AS
SUBJECT TO CHANGE
PRELIMINARY
912.10’ MEDIAN TAPER @ 70:1
MEDIAN BARRIER WALL!
LT 4’
STA 20+00 - STA 33+00 50"
RT 4’STA 20+00 - STA 33+00
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FTTYPE
2
2
14 C
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
10’
36’
12’
BEGIN WALL N1
END FENCE
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
STA 20+00 - STA 30+70
LT STA 30+70 - STA 33+00 NOISE BARRIER WALL N1
1066.84’ TAPER @ 70 : 1
January
31, 2012
DA
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65-
DESIG
N\
CO
NT
RA
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PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R00900
PL.
DG
NFIL
E
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ME:
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ME:
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Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R9
STA 20+00 TO STA 33+00
550
570
590
610
630
650
670
690
540
560
580
600
620
640
660
680
700
550
570
590
610
630
650
670
690
560
580
600
620
640
660
680
700
710
KY 841
720
730
710
720
MA
TC
HLIN
E S
TA 20
+00
MA
TC
HLIN
E S
TA 33
+00
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
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US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R010
00
PF.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R10
STA 20+00 TO STA 33+00
VPI 22
+70.00
Ele
v 642.94
PV
T 27
+10.00
Ele
v 640.74
SSD=1296.87’
VC=880.00’
-0.50%
-0.50%+0.76%
GROUNDLINE
EXISTING
PROFILE
PROPOSED
HI 23
+60.63
Ele
v 641.
61
636.2
636.3
636.5
636.6
636.6
636.6
636.7
636.9
636.7
636.7
636.7
636.7
637.5
638.1
637.8
637.4
637.1
636.5
636.1
635.5
635.0
634.7
634.4
640.68
640.92
641.
12
641.
29
641.
42
641.
52
641.
58
641.
61
641.
60
641.
55
641.
47
641.
35
641.
20
641.
01
640.78
640.54
640.29
640.04
639.79
639.54
639.29
639.04
638.79
20+50 21+50 22+50 23+50 24+50 25+50 26+50 27+50 28+50 29+50 30+5020+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
633.6
633.1
632.9
632.3
638.54
638.29
638.04
637.79
31+50 32+5032+00 33+00
SSMH
TEL JB
TEL JB
POSTPOST
POSTPOST
POST
POSTPOST
IP
IP
IP
SANMH
8"SANMH SANMH
SANMH
60"WM 60"WM
8"
8"
KTC 04-03-04
DECK
DEC
K
DE
CK
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
POOL
POOL
CONC
POND
DECK
DECK
FA
WN
ME
AD
OWS CT
CIRCLE
ALBRECHT
SPRINGDALE ROAD
ING FAR
M
RO
AD
SPR
EXIS
T R/
W
EXIST R/W
EXIS
T R/
W
EXIS
T R/
W
OE 631.424"UD
OE 627.754"UD
OE 628.214"UD
GOAL
BB
GOAL
BB
GOAL
BB
GOAL
BB
GOAL
BB
W/R TSIXE
W/R TSIXE
W/R TSIXE
4’ WW FENCE
4’ WW FENCE
4’ WW FENCE
IE 633.14
OE 632.36
36" W
L
EXIS
T R/
W
2-S-BR
2-S-BR
2-S-BR
2-S-BR
2-S-BR
2-S-BR
2-S-BR2-S-BR
2-S-BR
2-S-BR
2-S-BR
2-S-BR
2-S-BR
EX 36"
WL IN 54"
ST
EE
L
EN
CA
SE
ME
NT
12’ WOODEN PLANK4’ WW FENCE
4’ WW FENCE
12’ WOODEN PLANK
EX 36" WL
EXIST KY 841
WATER CO. EASEMENT
EX 50’ LOUISVILLE
10’ SE
WER
&
DR
AIN ES
MT
15’ SEWER & DRAIN ESMT
10’ SEWER & DRAIN
ESMT
10’ S
EW
ER
&
DR
AIN
ES
MT
35’
AND ELECTRIC ESMT
EX LOUISVILLE GAS
PROP. & EXIST. R/W & C.A.
PROP. & EXIST. R/W & C.A.
PROP. & EXIST. R/W & C.A.
PROP. & EXIST. R/W & C.A.DITCH AND SLOPE CONST.
TEMP. EASEMENT FOR
BARRIER CONST.
FOR NOISE
TEMP. EASEMENTNOISE BARRIER CONST.
TEMP. EASEMENT FOR
24" 30"24"24" 30" 30" 30"
SPEC V DT SPEC V DT
30"
PROP NOISE BARRIER - N1
PROP NOISE BARRIER - N1
5
P
TERRA ACQUISITIONS, LLC
6
P
4
P
(HUSBAND & WIFE)
LISA L. PRATHER
KIRK D. PRATHER
(HUSBAND & WIFE)
VICKI LYNN MILLER
JOHN MICHAEL MILLER
(HUSBAND & WIFE)
BETTY J. McCLAIN
R. R. McCLAIN
(HUSBAND & WIFE)
CAROLINE N. PASS
ROBERT G. PASS
(HUS
BA
ND
&
WIF
E)
CA
RO
LIN
E
N. P
AS
S
RO
BE
RT
G. P
AS
S
(UNMARRIED)
RHODES
ELIZABETH S.
ETTA TINNELL (MOTHER)
DAVID K. TINNELL (UNMARRIED)
SPRING FARM POINTE, LLC.
(HUSBAND & WIFE)
ROBIN A. FRIEDLY
HAROLD H. FRIEDLY JR. (HUSBAND & WIFE)
MARILYN B. NIEHOFF
ROBERT B. NIEHOFF JR.
(HUSBAND & WIFE)
CHERI L. GLASS
WILLIAM D. GLASS
4
P
POINTE, LLC.
SPRING FARM
(HUSBAND & WIFE)
TAMMY T. NOFSINGER
SCOTT E. NOFSINGER
F/B/O DIANNE HUTCHERSON U/W DATED 05/26/1975; AND ROY F. MCMAHAN, III
E. BRUCE NEIKIRK, SUCCESSOR TRUSTEE, MARY ALICE MCMAHAN TRUST
(NON-GST EXEMPT TRUST) U/A DATED 06/11/03;
NO. 2 IRREVOCABLE TRUST F/B/O THE ROY F. MCMAHAN III FAMILY
DOUGLAS A. BOZELL, SUCCESSOR TRUSTEE, THE SKIP MCMAHAN FAMILY
(NON-GST EXEMPT TRUST) U/A DATED 06/11/03;
NO. 2 IRREVOCABLE TRUST F/B/O THE DIANNE HUTCHERSON FAMILY
E. BRUCE NEIKIRK, SUCCESSOR TRUSTEE, THE SKIP MCMAHAN FAMILY35
+00
40
+00
45
+00
N80°39’19"W! KY 841
MA
TC
HLIN
E S
TA 33
+00
MA
TC
HLIN
E S
TA 46
+00
IN STABLE ROCK.
NOTE: CHANNEL LINING IS NOT REQUIRED WHEN CUT DITCHES ARE LOCATED PL 33+00 - 46+00
10’
36’
12’
12’
36’
10’
PROPOSED KY 841 SOUTHBOUND LANES
PROPOSED KY 841 NORTHBOUND LANES
(Do
Not
Disturb)
KY 841
LT
(Do Not Disturb WM)(Do Not Disturb WM)
163.35’
+23.47
NOISE BARRIER WALL N1
Wooden Plank Fence)
(Do Not Remove
BARRIER, WALL AND FENCE CONSTRUCTION CHART
REVISED ROW PLAN DATE: OCTOBER 1, 2010
0’ 100’ 200’50’
SEE PROFILE SHEET R12
SUBJECT TO CHANGE
PRELIMINARY!
RT 4’
MEDIAN BARRIER WALLSTA 33+00 - STA 46+00 50"
STA 33+00 - STA 46+00
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FTTYPE
2
14 C
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
FENCE - WOVEN WIRE
STA 33+00 - STA 46+00
January
31, 2012
DA
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N\
CO
NT
RA
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PL
AN
SE
T\
RO
AD
WA
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PL
AN
SE
T\
PL
AN
&
PR
OFIL
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R01100
PL.
DG
NFIL
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ME:
E-S
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NA
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Micro
Statio
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0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R11
STA 33+00 TO STA 46+00
550
570
530
590
610
630
650
670
690
540
560
580
600
620
640
660
680
700
710
550
570
590
610
630
650
670
690
540
560
580
600
620
640
660
680
700
KY 841
720
710
MA
TC
HLIN
E S
TA 33
+00
MA
TC
HLIN
E S
TA 46
+00
PLANS. PROJECT NO. 00-494
PROPOSED LWC CONSTRUCTION
INFORMATION OBTAINED FROM
36" WATERLINE STA 42+29.29
DO NOT DISTURB EXISTING
CAUTION:
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
DA
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DESIG
N\
CO
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PL
AN
SE
T\
PL
AN
&
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Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R12
STA 33+00 TO STA 46+00
-0.50%
GROUNDLINE
EXISTING
PROFILE
PROPOSED
36" INV 618.502
54" STEEL ENCASEMENT PIPE
EX 36" WATERLINE IN
STA 42+29.29
10.89’
632.3
631.
8
631.
1
631.
2
631.
0
630.9
630.8
630.6
630.6
630.1
629.9
629.8
629.1
629.0
628.7
628.3
628.1
627.7
627.4
626.6
626.5
626.2
625.5
637.79
637.54
637.29
637.04
636.79
636.54
636.29
636.04
635.79
635.54
635.29
635.04
634.79
634.54
634.29
634.04
633.79
633.54
633.29
633.04
632.79
632.54
632.29
33+50 34+50 35+50 36+50 37+50 38+50 39+50 40+50 41+50 42+50 43+5033+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00
625.3
624.9
624.4
624.0
632.04
631.
79
631.
54
631.
29
44+50 45+5045+00 46+00
SSMH
TEL JB
TEL JB
POSTPOST
POSTPOST
POSTPOST
POST
POST
IPIP
SANMH
8"
SANMH
SANMH
60"WM 60"WM 60"WM
KTC 04-03-05
CONC
DECK
DECK
PA
TIO
CONC
CONC
BATH
BIRD
ACCONC
CONC
CONC
CONC
DECK
CONC
DECK
CONC
DEC
K
CO
NC
UNITS
AC
UNITS
AC
RIDGEDR
PENWOLF
WO
LF
CR
EE
K P
KW
Y
SPRINGDALE ROAD
EXIST R/W
EXIST R/W
EXIS
T
R/
W
EXIS
T
R/
W
EXIST R/W
EXIS
T
R/
W
OE 614.12
IE 617.54
EX 30"R
CP
OE 623.204"UD
OE 626.634"UD
4’ WW FENCE
4’ WW FENCE
8’ WOODEN PLANK
EXIS
T R/
W
EX 36"
RC
P
EX 12" RCP
OE 609.28
IE 611.33
OE 621.55
IE 626.60
4’ WW FENCE4’ WW FENCE
4’ WW FENCE
1-S-BR
2-S-BR
WALL
BR
1-S-BR
2-S-BR
2-S-BR
1-S-BR
1.5-S-BR
2-S-BR
EXIST KY 841
4’ WW FENCE
WATER CO. EASEMENT
EX 50’ LOUISVILLE 15’ SEWER & DRAIN ESMT
15’
TE
LE
CO
MM
UNIC
ATIO
NS
ES
MT
10’
SE
WE
R
&
DR
AIN
ES
MT
15’ SEWER & DRAIN ESMT
10’
SE
WE
R
&
DR
AIN
ES
MT
20’
SE
WE
R
&
DR
AIN
ES
MT
PROP. & EXIST. R/W & C.A.
PROP. & EXIST. R/W & C.A.
PROP. R/W & C.A.
PROP. & EXIST. R/W & C.A.
PROP. R/W & C.A.
AND REVEGETATION
NOISE BARRIER CONST.
TEMP. ESMT. FOR
AND REVEGETATION
NOISE BARRIER CONST.
DRAINAGE AND
TEMP. ESMT. FOR
36"
30"
30"18" 18" 18"
36"
18"
30"
FB DT
DT
24"
SPEC 2’ FB DT
SPEC 2’ FB DT
SPEC 2’
SPEC 2’ FB
PROP NOISE BARRIER - N1
PROP NOISE BARRIER - N2
PROP NOISE BARRIER - N1
6
P
7
P 9
P
(HUSBAND & WIFE)
JANICE L. RASEY
RICHARD RASEY
(HUSBAND & WIFE)
VICKI L. SHEA
MICHAEL A. SHEA
(HUS
BA
ND
&
WIF
E)
CA
RO
LIN
E
N. P
AS
S
RO
BE
RT
G. P
AS
S
(HUSBAND & WIFE)
EMMA THOMPSON
STUART THOMPSON
(HUSBAND & WIFE)
MARCI A. SCHMITT
MICHAEL OWEN SCHMITT, JR.
(HUSBAND & WIFE)
GALE A. AVERY
GALEN W. AVERY
(HUSBAND & WIFE)
MELISSA SHANNON PAGE
RONALD S. PAGE
ETTA TINNELL (MOTHER)
DAVID K. TINNELL (UNMARRIED)
(HUSBAND & WIFE)
DIANE MARYLEE PICKERILL
JAMES MARK PICKERILL
( HUSBAND & WIFE)
MARIA R. CARLISLE
D. GREGORY CARLISLE
(HUSBAND & WIFE)
ROSEMARY DAWSON
KEN DAWSON
(HUSBAND & WIFE)
KIMBERLY A. REA
FRANCO R. REA
(HUSBAND & WIFE)
KIMBERLY A. REA
FRANCO R. REA
(UNMARRIED)
VINCENT ILARI
50
+00
55
+00
N80°39’19"W
PC 56
+51.
54
! KY 841
MA
TC
HLIN
E S
TA 46
+00
PL 46+00 - 59+00
10’
36’
12’
12’
36’
10’
PROPOSED KY 841 SOUTHBOUND LANES
PROPOSED KY 841 NORTHBOUND LANES
KY 841
(Do Not Disturb WM)
22.4’
20:1 TAPER
CROSSOVER
MEDIAN
STA 52+50
ON HOMEOWNER SIDE
FENCE - DO NOT REMOVE EXISTING LANDSCAPING
257 LIN FT OF EXISTING 8’ WOODEN PLANK
RT STA 56+44.3 TO STA 59+00 REMOVE
CUSHIONS TYPE IX
(2) CONC MEDIAN BARRIER ENDS AND (2) CRASH
STA 52+50 CONST MEDIAN CROSSOVER WITH
(Do Not Remove Landscaping)
STA 50+50 - STA 59+00REVISED ROW PLAN DATE: MAY 4, 2011
BEGIN BARRIER TAPER
79.33’ RT STA 58+50
0’ 100’ 200’50’
SEE PROFILE SHEET R14
SUBJECT TO CHANGE
PRELIMINARY
! KY 841
BARRIER, WALL AND FENCE CONSTRUCTION CHART
!
LT
RT 4’
RT
STA 46+00 - STA 59+00
STA 46+00 - STA 51+18
STA 51+18 - STA 59+00
50"
RT 32"STA 58+50 - STA 59+00
NOISE BARRIER WALL N1
NOISE BARRIER WALL N2
! 50"
STA 46+00 - STA 51+73.6
STA 53+26.5 - STA 59+00
TYPE
2
MEDIAN BARRIER WALL
BARRIER WALL
MEDIAN BARRIER WALL
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FT
14 C
14 C
RO
W
B
KY 841
ST
A 56
+51.
54
AH
EA
D
!
KY 841
PC
ST
A 56
+51.
54
AH
EA
D
=
!
KY 841/
RO
W
B
KY 841
ST
A 56
+51.
54
BA
CK
=
ST
ATIO
N
EQ
UA
TIO
N:
Runout = 121
Runoff = 127
e = 2.1%
E = 271.02
R = 10200.00
L = 4651.49
T = 2366.91
= 26°07’43" RT
PI STA 80+18.45
PROP ! KY 841
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
BE
GIN
WA
LL
N2
EN
D
FE
NC
E
MA
TC
HLIN
E S
TA 59
+00
FENCE - WOVEN WIRE
14 C
ON HOMEOWNER SIDE
NOT REMOVE EXISTING LANDSCAPING
EXISTING 8’ WOODEN PLANK FENCE - DO
RT STA 56+44.5 TO STA 59+00 REMOVERT 8’STA 56+44.5 - STA 59+00 REMOVE WOODEN PLANK FENCE
January
31, 2012
DA
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PL
AN
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T\
RO
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WA
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PL
AN
SE
T\
PL
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&
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0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R13
STA 46+00 TO STA 59+00
550
570
530
590
610
630
650
670
690
540
560
580
600
620
640
660
680
520
550
570
530
590
610
630
650
670
540
560
580
600
620
640
660
680
KY 841
700
690
710
700
MA
TC
HLIN
E S
TA 59
+00
MA
TC
HLIN
E S
TA 46
+00
INV 615.02
EXIST 30" RCP
STA 48+83.8
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
DA
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US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R014
00
PF.
DG
NFIL
E
NA
ME:
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ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R14
STA 46+00 TO STA 59+00
-0.50%
GROUNDLINE
EXISTING
PROFILE
PROPOSED
624.0
623.9
623.6
623.5
623.9
623.7
623.5
623.2
623.5
622.8
624.0
624.7
625.3
626.0
626.2
625.9
626.0
626.1
626.2
626.3
626.4
626.3
627.1
631.
29
631.
04
630.79
630.54
630.29
630.04
629.79
629.54
629.29
629.04
628.79
628.54
628.29
628.04
627.79
627.54
627.29
627.04
626.79
626.54
626.29
626.04
625.79
46+50 47+50 48+50 49+50 50+50 51+50 52+50 53+50 54+50 55+50 56+5046+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00
627.4
627.8
627.7
627.6
625.54
625.29
625.04
624.79
57+50 58+5058+00 59+00
SSMH
SSMH SSMH
SSMHTEL JB
TEL JBTEL JB
TEL JB
TEL JBTEL JB
TEL JBTEL JB
POST
IP
POST
POST
POST
POST
SANMH
SANMH
8"
SANMH
8"
8"
8"
8"
8"
SANMH
SANMH SANMH
SANMH
SANMH
60"WM
60"WM 60"WM
CO
NC
CONC
CONCCONC
CONC
CONC
CONC
CONC
CONC
CONC
DECKDECK
DECK
DECK
DECK
DECK
DECK
SGISGI
SGI
SGI
CONC CONC
CONC
CONC
CONC
CONCCONC
CONC
CONC
CONC
DECKDECK
DECK
DECK
DECKDECK
DECK
DECK
DECK
ASPH
ASPH
ASPHASPH
ASPH
CONC
CONCCONC
CONC
CO
NC
CONC
CONC
CONC
CONC
DECK
DECKDECK
AC
AC
DECK
UNITSAC
UNITS
AC
UNIT
ACUNITS
ACUNITS
AC
UNIT
AC
UNIT
AC
UNIT
AC
UNIT
AC
CO
NC
UNIT
AC
UNIT
AC
CO
NC
UNIT
AC
UNIT
AC
UNITS
AC
UNIT
ACUNITS
ACUNIT
AC
UNIT
AC UNIT
ACUNIT
AC
UNIT
AC
ROOM
SUNUNIT
AC
UNIT
AC
UNIT
ACD
EC
K
SPRINGDALE ROAD
CLIP
PIN
G
CR
OS
S
RO
AD
WOLFPEN WOODS DR
WO
LFP
EN
WO
OD
S
DR
CONC
SIDEWALK
SIDEWALK
CO
NC
EXIST R/W
EXIST R/W
EXIST R/WEXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
INV 618.14
TG 621.15
INV 618.45
TG 621.15
12" R
CP
OE 623.344"UD
IE 616.96
EX 18
"RC
P
CONC
CONC
4’ WW FENCE
4’ WW FENCE
4’ WW FENCE
8’ WOODEN PLANK
EX 18
" R
CP
IE 619.42
OE 619.09
OE 622.79
IE 624.33
IE 621.02
OE 609.97
OE 616.3
4’ WW FENCE
CO
NC
2-S-BR
1-S-BR2-S-BR
2-S-BR
2-S-BR
2-S-BR2-S-BR
2-S-BR
2-S-BR
2-S-BR
1-S-BR
2-S-BR2-S-BR
2-S-BR2-S-BR
2-S-BR
2-S-BR
1-S-BR
1-S-BR2-S-BR
2-S-BR
1-S-BR 2-S-BR
2-S-BR
2-S-BR2-S-BR
2-S-BR
2-S-BR2-S-BR
1-S-BR
1-S-FR1-S-BR
BR/FR
1-S-
1-S-FR1-S-BR
2-S-BR
2-S-BR
2-S-BR2-S-BR
2-S-BR
2-S-BR
2-S-BR
4’ WW FENCE
EX 15
" RC
P
EXIST. R/W & C.A.
8’ WOODEN PLANK
EXIST. R/W & C.A.
EX 18
"RC
P
EX 15"CPP620.80
IE
620.45
OE
EXIST KY 841
4’ WW FENCE
15’
SE
WE
R
&
DR
AIN. ES
MT
15’ TELECOMMUNICATIONS ESMT
15’ SEWER & DRAIN ESMT
15’ SEWER & DRAIN ESMT
15’
SE
WE
R
&
DR
AIN
ES
MT
15’
SE
WE
R
&
DR
AIN
ES
MT
WATER CO. EASEMENT
EX 50’ LOUISVILLE
15’ TELECOMMUNICATIONS ESMT
10’ SE
WER
&
DRAIN ES
MT
10’
SE
WE
R
&
DR
AIN
ES
MT
10’
EL
EC
&
TE
LE
ES
MT
10’ ELEC & TELE ESMT
12.5’ SEWER & DRAIN ESMT
10’
EL
EC
&
10’ ELEC & TELE ES
MT
10’ ELEC & TELE ESMT10’ ELEC & TELE ESMT
10’ ELEC & TELE ESMT
10’
EL
EC
&
TE
LE
ES
MT
10’ ELEC & TELE ESMT
10’ SEWER & DRAIN ESMT
10’
SE
WE
R
&
DR
AIN
ES
MT
PROP. R/W & C.A.
PROP. & EXIST. R/W & C.A. TEMP. ESMT. FOR NOISE BARRIER CONST. AND REVEGETATION
PROP. R/W & C.A.
TEMP. ESMT. FOR NOISE BARRIER CONST. AND REVEGETATION
PROP. R/W & C.A.
PROP. & EXIST. R/W & C.A.
18"
18"
24" 24" 30" 30"
18"
30"30"
24"
18"
18"
24"
24" 36"
PROP NOISE BARRIER - N2
PROP NOISE BARRIER - N1
PROP NOISE BARRIER- N1
(UNMARRIED)
WILLIAM F. YOUNG
(UNMARRIED)
BEVERLY A. JOHNSON
(UNMARRIED)
JULIE M. WELTER
12
P
13
P14
P
15
P
16
P
17
P18
P
19
P20
P
21
P 22
P23
P
9
P
11
P10
P
(HUSBAND & WIFE)
VIVIAN E. WHITE
BRUCE N. WHITE
(HUSBAND & WIFE)
JANICE DUNBAR
MARTIN DUNBAR(HUSBAND & WIFE)
CHRISTY M. YATES
ANTHONY J. YATES
(HUSBAND & WIFE)
MADHU GOEL
AVINASH GOEL
(HUSBAND & WIFE)
TESSA M. SHEPHERD
JIMMY L. SHEPHERD
(BOTH UNMARRIED)
ZNOBBIE P. BISHOP
ROBERTA W. BISHOP
(HUSBAND & WIFE)
HILARY B. CATAPANO
RICHARD A. CATAPANO
(UNMARRIED)
HANCOCK
CHERYL R.
REVOC TRUST
NANCY ANN RAIBLE (UNMARRIED)
McGARRY
KEVIN P.
( HUSBAND & WIFE)
MARIA R. CARLISLE
D. GREGORY CARLISLE
(HUSBAND & WIFE)
DONNA J. HOUSTON
LARRY J. HOUSTON
(HUSBAND & WIFE)
JOYCE T. NEWMAN
LEON W. NEWMAN, JR.
(HUSBAND & WIFE)
SHARON LOWRY
MARVIN R. SCHNOLL
(HUSBAND & WIFE)
PAMELA J. JONES
MICHAEL JONES
(HUSBAND & WIFE)
NANCYE R. CANTER
MICHAEL W. CANTER
(HUSBAND & WIFE)
LYNN R. JESTER
DR. LYNN A. JESTER
ROBYN ROBERTS (WIFE)
DONALD ROBERTS
HUSBAND & WIFE)
EVELYN KAY ROWE
RICHARD K. ROWE
(WIFE & HUSBAND)
MOHAMMAD TARIQ MALIK
SAIRA MALIK
(HUSBAND & WIFE)
SUSAN M. MCMILLAN
KENNETH W. MCMILLAN
(HUSBAND & WIFE)KIMBERLY A. REAFRANCO R. REA
(HUSBAND & WIFE)
KIMBERLY A. REA
FRANCO R. REA
(UNMARRIED)
VIJAY V. KANNAN
(HUSBAND & WIFE)
LINDA M. MONEY
JAMES LEE MONEY
(UNMARRIED)
MARILYN K. WILLIAMS
(UNMARRIED)
MAJZOUB
R. KEVIN
(BOTH UNMARRIED)
WILLIAM CAWTHON
KELLY REYNOLDS
60
+00
65
+00
70
+00
N80°39’19"W
! KY 841
MA
TC
HLIN
E S
TA 59
+00
PLANSPL 59+00 - 72+00
PROPOSED KY 841 SOUTHBOUND LANES
PROPOSED KY 841 NORTHBOUND LANES
(Re
mo
ve)
KY 841
12’
36’
12’
(Do Not Disturb WM)
SEE PROFILE SHEET R16BARRIER, WALL AND FENCE CONSTRUCTION CHART
MA
TC
HLIN
E S
TA 72
+00
20:1 TAPER
(Do Not Remove Landscaping)
(Do Not Remove Landscapin
g)(Do Not Remove Landscaping)
STA 61+28.20 - STA 67+10
STA 67+19.8 - 72+00
(HUSBAND & WIFE)
MADHU GOEL
AVINASH GOEL
24
P
REVISED ROW PLAN DATE: MAY 4, 2011
12’
36’
10’
END BARRIER TAPER
61.33’ RT STA 62+10
0’ 100’ 200’50’
SUBJECT TO CHANGE
PRELIMINARY
STA 59+00 - STA 72+00
LT
RT
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FT
NOISE BARRIER WALL N1
NOISE BARRIER WALL N2
TYPE
STA 59+00 - STA 72+00! MEDIAN BARRIER WALL 50"
STA 59+00 - STA 72+00RT 32"BARRIER WALL
14 C
Runout = 121
Runoff = 127
e = 2.1%
E = 271.02
R = 10200.00
L = 4651.49
T = 2366.91
= 26°07’43" RT
PI STA 80+18.45
PROP ! KY 841
STA 59+00 - STA 72+00
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
HOMEOWNER SIDE
NOT REMOVE EXISTING LANDSCAPING ON
EXISTING 8’ WOODEN PLANK FENCE- DO
RT STA 59+00 TO STA 72+00 REMOVE
14 C
STA 59+00 - STA 72+00RT REMOVE WOODED PLANK FENCE 8’
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
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ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R015
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DG
NFIL
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0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R15
STA 59+00 TO STA 72+00
550
570
530
590
610
630
650
670
540
560
580
600
620
640
660
520
550
570
530
590
610
630
650
540
560
580
600
620
640
660
INV 616.71
EXIST 18" RCP
STA 70+31.6
690
680
670
680
KY 841
510
520
510
500
MA
TC
HLIN
E S
TA 72
+00
MA
TC
HLIN
E S
TA 59
+00
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
DA
TE P
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ED:
dwrig
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T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
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Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R16
STA 59+00 TO STA 72+00
PV
C 68
+15.72
Ele
v 620.21
-0.50%
-0.50%
GROUNDLINE
EXISTING
PROFILE
PROPOSED
SSD=825.52’
VC=900.00’
627.6
627.4
627.4
627.6
627.9
628.3
628.5
628.6
628.3
627.8
627.8
627.5
627.3
627.0
626.6
626.2
626.0
625.8
625.6
625.4
625.1
624.8
624.6
624.79
624.54
624.29
624.04
623.79
623.54
623.29
623.04
622.79
622.54
622.29
622.04
621.
79
621.
54
621.
29
621.
04
620.79
620.54
620.29
620.02
619.67
619.25
618.75
59+50 60+50 61+50 62+50 63+50 64+50 65+50 66+50 67+50 68+50 69+5059+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00
624.4
624.2
623.9
623.7
618.17
617.51
616.77
615.95
70+50 71+5071+00 72+00
SSMH
SSMH
SSMH
TEL JB
TEL JB
TEL JB
TEL JBTEL JB
TEL JB
IP
IP
EM
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
POST
POST
IP
POST
IP
IP
POST
IP
WMWM
WM
GV
WM
WM
WM
WLMWLM
WV
WV
WM
WM
WM
TV JB
TV JB
TV JB
TEL JBTEL JB
TEL JB
TEL JB
TEL JBTEL JB
TEL JB
TEL JBTEL JBTEL JB
TEL JB
GV
SANMH
8"
SANMH SANMH
SANMH
SANMH
8"
4" F
M
4" F
M
4"
FM
4" F
M
4"
FM
8"
8"8"
8"
WLM
SANMH
60"WM
60"WM
60"W
M
4" F
M
PP 111
ASPH LOT
ASPH LOT
CONC
SGI
CONCCONC
CO
NC
CONC
CONCCONC
GRAVEL
SGISGI
SGI
ASPH
ASPH
CO
NC
ASPHASPH
AS
PH
CONC CONC
CONC
ASPH
ASPH
CONC
CONCCONC
CONC
DECK
DECK
DECK
DECK
DE
CK
POOL
CONC
ASPH
CONC
CONC
DECK
DECK
UNIT
ACUNIT
AC
SIDEWALK
UNIT
AC
COURT
TENNIS
GOAL
BALL
DECK
WO
LF PE
N
WO
ODS
CT O
LD
E
CR
EE
K
WA
Y
WO
LF PE
N
BR
AN
CH
RO
AD
WOLFPEN WOODS DR
SPRINGDALE ROAD
GR
EE
N
SP
RIN
G
DRIV
E
GREENGATE COURT
EXIST R/W
EXIS
T
R/
W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST
R/
W
ASPH
EX 15"
CM
P
EX 15
" C
MP
FL 615.39
EX 15"
CMP
EX 15
" C
MP
OE 620.37
OE 626.65
4"UD
EX BARRIER WALL
EX BARRIER WALL
LP
LP
GOAL
BB
EXIST R/W
CONC
CONCCONC
PROSPECT CITY LIMITS
EXIST. R/W & C.A.
4’ WW FENCE
4’ WW FENCE
4’ WW FENCE
8’ WOODEN PLANK
8’ WOODEN PLANK
EX 12"
RCP
EX 12’
RCP
EXIST R/W
SIDEWALK
EX 30" RCP
ASPH
CO
NC
CO
NC
CO
NC
CO
NC
EX 18" CMP
EX 24" C
MP
EX 24
" PLASTI
C
EX 18
" R
CP
EX 18" RCP
IE 623.13
OE 613.93IE 615.41
OE 606.88
IE 601.77
IE 601.17
OE 601.01
IE 600.01
OE 599.57
OE 601.57
IE 592.11
OE 589.54
#42
LGE
CONC
AS
PH
ASPH
CONC
2-S-BR 2-S-BR
1-S-BR 2-S-BR2-S-BR
2-S-BR
2-S-BR
1-S-FR
2-S-BR/FR
BR/FR
2-S-
BR/FR
2-S-
1-S-BR
1.5-S-FR
1.5-S-BR
1.5-S-BR
2-S-BR
2-S-BR
1-S-BR2-S-BR
1-S-BR
4’ WW FENCE
EXIS
T
R/
W
EXIST. R/W & C.A.
EXIST. R/W & C.A.
ACCESS ESM’T
45’ EMERGENCY
WILLOW10"
BIRCH8"&10"
WILLOW12"
BIRCH18" DBL
MAPLES8"-15"
DOGWOOD6" DBLPINE
12"
WILLOW12"
PINE18"
WILLOW24"
MAPLE36"
FL 631.66GL 636.96
FL 631.90GL 636.84
FL 631.10FL 631.19GL 636.45
FL 631.70GL 636.63
FL 607.99FL 604.87TG 607.93
EXIS
T
R/
W
EXIST R/W
EXIST KY 841
20" PINE
4" MAGNOLIA
DOGWOOD12"
4’
WW FE
NCE
WATER CO. EASEMENT
EX 50’ LOUISVILLE
15’ TELECOMMUNICATIONS ESMT
15’
SE
WE
R
&
DR
AIN
ES
MT
ES
MT
ELE
C. &
TELE.
10’
X 30’
15’ SEWER & DRAIN ESMT
15’ SEWER & DRAIN ESMT
15’
SE
WE
R
&
DR
AIN
ES
MT
10’ SEWER & DRAIN ESMT
10’ SE
WER
&
DR
AIN ES
MT
10’ ELEC
& TELE ES
MT
10’ ELEC & TELE ESMT
10’ ELEC & TELE ESMT
10’
SE
WE
R
&
DR
AIN
ES
MT
10’
SE
WE
R
&
DR
AIN
ES
MT
10’ ELEC & TELE ESMT
10’
EL
EC
&
TE
LE
ES
MT
35’ESMT
GAS & ELECTRIC
EX LOUISVILLE
10’ ELEC & TELE ESMT
10’ E
LEC
&
10’ S
EW
ER
&
TELE ES
MT
10’ S
EWER
&
15’ ELEC &
DRAIN ES
MT
TELE ESMT
ES
MT
ELE
C. &
TELE.
10’
X 30’
EX 10’ ELEC & TELE ESMT
TE
LE
ES
MT
6’ E
LE
C
&
10’ S
EW
ER
&
DR
AIN
ES
MT
WATER CO ESMT
EX VAR LOUISVILLE
WATER CO ESMT
EX 50’ LOUISVILLE
PROP. & EXIST. R/W & C.A.
AND REVEGETATION
ENTRANCE CONST.
FOR DIVERSION,
TEMP. ESMT.
PR
OP.
& E
XIS
T. R/
W
PR
OP.
& E
XIS
T. R/
W
R/W & C.A.
PROP. & EXIST.
PROP. R/W & C.A.
PR
OP. R/
W
PROP. R/W & C.A.
PROP. R/W & C.A.
TE
MP. ES
MT. F
OR
ENT
RA
NCE
AN
D SLOP
E
CO
NST.
SLOPE CONST
ENTRANCE AND
TEMP. ESMT FOR
SLOPE CONST
TEMP. ESMT FOR
PROP. R/W
36"
18"
36"36"
18"
36"36"
18"
24"
INTERCEPTOR V DT
42" 42"42"
2’ FB SPEC DT
2’ F
B SPE
C
DT
2’ F
B SP
EC
DT
18" 18"
18"
3’ FB SPEC DT
3’ FB SPEC DT
2’ F
B SPE
C
2’ F
B SPEC
DT
30"
24"
18"
15"
15"
18"
PROP SAFETY WALL-S3
PROP NOISE BARRIER - N2
WALL - S2
PROP SAFETY
PROP NOISE BARRIER- N1
PROP NOISE BARRIER- N2
WALL-S1SAFETYPROP
AND TENNIS CLUB, INC.
BRIDGEPOINTE SWIM
(UNMARRIED)
CARLA K. HOBBS
(UNMARRIED)
ANGELA Y. WHITFIELD
CO
MM
UNIT
Y ASS
OC., I
NC.
WOLF P
EN
WO
ODS
24
P
25
P
26
P
27
P
28
P29
P
30
P
31
P
32
P
33
P
37
P
38
P
39
P
40
P
47
P
48
P
(HUSBAND & WIFE)
MARGARET A. MARRILLIA
STEPHEN T. MARRILLIA
(HUSBAND & WIFE)
MADHU GOEL
AVINASH GOEL
(HUSBAND & WIFE)
SHARON SHAPANUS
JOHN SHAPANUS(HUSBAND & WIFE)
BRIDGET M. CANNON
JOHN T. CANNON
(HUSBAND & WIFE)
JULIANNA ABLE
DWAYNE ELISCO ABLE, SR.
(HUSBAND & WIFE)
ZITA M. COFFEY
DONALD F. COFFEY(HUSBAND & WIFE)
LISA K. BYERLY
KENNETH S. BYERLY
(HUSBAND & WIFE)
MARILYN K. MENDELSOHN
CARY M. MENDELSOHN
(HUSBAND & WIFE)
DENISE A. McCLINTON
D. SCOTT McCLINTON
(HUSBAND & WIFE)
PAULA A. EMBRY
DONALD L. EMBRY
(BOTH UNMARRIED)
MARGARET ANNE PISA
AUGUST JAMES PISA
(HUSBAND & WIFE)
MARGARET A. HANSON
STEPHEN P. HANSON
(HUSBAND & WIFE)
EULASTINE THOMPSON
JACK T. THOMPSON
(HUSBAND & WIFE)
ROSALIE R.G. SZILAGYI
JOZSEF SZILAGYI
(HUSBAND & WIFE)
ESTHER O. WILFLING
MICHAEL R. WILFLING
(WIFE)
MARLENE O. GORDON
SAMUEL GORDON
(WIFE)
ERICA RINEHIMER
JOHN G. RINEHIMER
(WIFE & HUSBAND)
RYAN W. DAVIS
SARA C. DAVIS
(UNMARRIED)
JOY ANN ADAMS(HUSBAND & WIFE)LINDA M. MONEYJAMES LEE MONEY
(UNMARRIED)
CATHY J. CIESLAK
(MARRIED)
JEFFERY S. THOMPSON
S41°12’49"E
S71°46’37"E
PC 10
+19.12
PT 11+25.80
SP
RIN
GD
AL
E15
+00
N53°47’11"
E
WPBR
50+00
WPBR
55+00
PI 10
+73.76
PO
E 15
+13.63
S36°17’57"E
PT 9+46.38
POB 8+21.05
PC 9+09.4
5
PI
9+27.97
S25°43’16
"E
75
+00
80
+00
85
+00
PI 80
+18.45
N80°39
’19"W
! KY 841
PO
B
PC 25
+79.96
PT 42
+80.00
PI 36
+08.57
35
+00
RA
MP
B
40
+00
RA
MP
B
S70°16’39"E
N54°31’36"W
S62°46’35"E
PLANS
RIGHT OF WAY
PROPOSED KY 841 SOUTHBOUND LANES
PROPOSED KY 841 NORTHBOUND LANES
MA
TC
HLIN
E S
TA 72
+00
10’
(SEE SHEETS R44 - R46 FOR APPROACH PLANS)
(HUSBAND & WIFE)
MARGARET A. HANSON
STEPHEN P. HANSON
(Re
move)
KY 841
L
(Re
move)
24’
12’
12’
12’
36’
12’
49
P
(Do Not Disturb WM)
PEN, LLC.
CARNEY WOLF
12’
36’
10’
! STA 10+00.00 SPRINGDALE ROAD
! STA 47+60.00 WOLF PEN BRANCH RD=
REVEGETATION
FENCE CONST. AND
FOR NOISE BARRIER,
TEMP. ESMT.
BARRIER, WALL AND FENCE CONSTRUCTION CHART
(Re
move)
50’
R
REVISED ROW PLAN DATE: OCTOBER 1, 2010
WALL AND 2ND ROW OF TREES
DO NOT DISTURB FORMAL ENTRANCE
(Do Not Remove Landscaping)
(Do Not Remove Landscaping)
Parcel 31)
Wooden Fence
(Do Not Remove
REMOVE)
(DO NOT
END CONSTRUCTION
STA 42+80.00
B RAMP B
60°15’37"
B STA 35+60.84 RAMP B
! STA 49+26.55 WOLF PEN BRANCH RD=
! STA 50+05.29 WOLF PEN BRANCH RD
! STA 82+75.83 KY 841 =
0’ 100’ 200’50’
ST
A 84
+75
MA
TC
HLIN
E
PL 72+00 - 85+25
49
P
ST
A 34
+00
MA
TC
HLIN
E
AND REVEGETATION
FOR WALL CONST.
TEMP. ESMT.
59°56’51"
SEE PROFILE SHEETS R18 & R19
B RAMP BL
SUBJECT TO CHANGE
PRELIMINARY
32"
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FT
NOISE BARRIER WALL N2
SAFETY WALL S2
SAFETY WALL S3
TYPE
BARRIER WALLSTA 72+00 - STA 84+75
MEDIAN BARRIER WALL
LT
LT 4’
50"!
MEDIAN BARRIER WALL 50"!
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FTTYPE
2
!
!
!
50"
50"
50"
MEDIAN BARRIER TRANS
MEDIAN BARRIER TRANS
MEDIAN BARRIERSTA 82+35.1 TO STA 83+20.1
STA 83+20.1 TO STA 83+91.3
STA 83+91.3 - STA 84+75
14 C
14 C 1
14 C 2
14 C 1
14 C
RT
STA 82+26.8 - STA 84+75
L
Runout = 121
Runoff = 127
e = 2.1%
E = 271.02
R = 10200.00
L = 4651.49
T = 2366.91
= 26°07’43" RT
PI STA 80+18.45
PROP ! KY 841
Runout = 60
Runoff = 63
e = 2.1%
E = 22.05
R = 10271.90
L = 1344.79
T = 673.35
= 7°30’04" LT
PI STA 36+08.57
PROPOSED RAMP B
RT
RT
RT
STA 72+00 - STA 80+00
STA 80+00 - STA 81+14.4
! STA 10+00.00 OLDE CREEK WAY
! STA 52+45.00 WOLF PEN BRANCH RD=
NOISE BARRIER N1
LT SAFETY WALL S1
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
BEGIN WALL S2
END WALL N2
END WALL S2
BEGIN WALL S3
BEGIN WALL S1
END WALL N1
END WALL S1 BEGIN FENCEAND REVEGETATION
DIVERSION CONST.
TEMP. EASEMENT FOR
FOR DRAINAGE
PERM. EASEMENT
(REMOVE)
END 100:1 LANE TAPER
24’ LT STA 42+80
12’
SH
LD
TA
PE
RB
EGIN 37.5:1
ST
A 73
+00
59.33’ L
T
END 37.5:1 SHLD TAPER
67.33’ LT STA 76+00
HOMEOWNER SIDE
NOT REMOVE EXISTING LANDSCAPING ON
EXISTING 8’ WOODEN PLANK FENCE - DO
RT STA 72+00 TO STA 78+15 REMOVE
14 C
STA 72+00 - STA 78+15RT 8’REMOVE WOODEN PLANK FENCE
STA 72+00 - STA 81+64.1
STA 81+64.1 - STA 82+35.1
STA 82+62.3 - STA 83+52.6
STA 84+12.9 - STA 85+23 FENCE - WOVEN WIRE
900’ LANE TAPER AT 100:1
Structure)Existing(Remove
S71°46’37"E
STA 72+00 - STA 82+62.3
January
31, 2012
DA
TE P
LO
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ED:
jhiero
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65-
DESIG
N\
CO
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RA
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Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R17
STA 72+00 TO STA 84+75
SCALE: 1"=
MA
TC
HLIN
E S
TA 72
+00
MA
TC
HLIN
E S
TA 84
+75
550
570
530
590
610
630
650
670
540
560
580
600
620
640
660
520
510
500
550
570
530
590
610
630
650
540
560
580
600
620
640
660
520
510
500
490
KY 841
680
670
!
ST
A 50
+05.29
WO
LF P
EN
BR
AN
CH
RD
!
ST
A 82
+75.83
KY 841
=
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R018
00
PF.
DG
NFIL
E
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ME:
E-S
HE
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NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R18
STA 72+00 TO STA 84+75
VPI 72
+65.72
Ele
v 617.96
PV
T 77
+15.72
Ele
v 602.88
SSD=825.52’
VC=900.00’
-3.35%
-3.35%
-0.50%
GROUNDLINE
EXISTING
PROFILE
PROPOSED
19.43’
623.7
623.4
623.3
623.1
623.1
623.1
623.0
623.1
623.3
623.6
623.0
622.5
622.3
622.8
622.7
623.2
623.5
623.5
623.2
622.7
620.8
612.7
624.5
632.2
615.95
615.05
614.07
613.02
611.88
610.66
609.37
608.00
606.55
605.01
603.40
601.
73
600.06
598.38
596.71
595.03
593.36
591.
68
590.01
588.33
586.66
584.98
583.30
581.
63
72+50 73+50 74+50 75+50 76+50 77+50 78+50 79+50 80+50 81+50 82+50 83+5072+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00
624.4
623.7
579.95
578.28
84+5084+00
MA
TC
HLIN
E S
TA 34
+00
535
540
545
550
555
560
565
570
575
580
585
590
595
600
605
610
615
620
625
630630
540
545
550
555
560
565
570
575
580
585
590
595
600
605
610
615
620
625
KY 841 - RAMP B
L
END CONSTRUCTION
STA 42+80.00
B RAMP B
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL5’ 1" =
January
31, 2012
DA
TE P
LO
TT
ED:
jhiero
ny
mus
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R019
00
PF.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R19
STA 34+00 TO STA 42+80.00
VPI 42
+80.00
Ele
v 607.74
3.30%
PROFILE
PROPOSED
GROUNDLINE
EXISTING
! STA 49+26.55 WOLF PEN BRANCH RD
B STA 35+60.84 RAMP B=L
19.43’
34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50
617.80
618.20
616.89
608.23
612.45
612.53
611.30
609.89
610.28
609.94
611.00
611.66
613.26
615.00
616.23
617.34
618.73
620.12
578.73
580.38
582.03
583.67
585.32
586.97
588.62
590.27
591.
92
593.56
595.21
596.86
598.51
600.16
601.
81
603.45
605.10
606.75
SSMH
TEL JB
IP
IPIP
IP
IP
IP
IP IPPOST
IP
IP
Monit
orin
g Well
Ex 1�" Conduit
Ex 1�" Con
duit
Ex 1�" Conduit
SANMH
8"SANMH
AZI024-2001
STA024-2001
DEC
K
DEC
K
DEC
K
PADTEL
DECK
DECK
DECK
COURT
TENNIS
GROUND
PLAY
COURT
WYNDEFAIR
INV 596.14
TG 598.20
OE 587.30
EX 24"
RC
P
IE 596.79
OE 597.05
EX 18
" R
CP
IE 602.32
INV 604.004" PLASTICHDWL
INV 605.664" PLASTICHDWL
Monit
orin
g Well
INV 620.774" PLASTICHDWL
BOX
SAND
SIGN
SIGN
SIGN
SIGN
GOALBB
LP
LP
PROSPECT CITY LIMITS
PR
OS
PE
CT
CIT
Y
LI
MIT
S
EXIST. R/W & C.A.
4’ WW FENCE
4’ WW FENCE
4’ WW FENCE
4’ WW FENCE
EX 12" R
CP
OE 603.69
OE 600.94
#42LGE
EXIST. R/W & C.A.
PIPE
OPEN
PIPE
OPEN
2-S-BR
2-S-BR
2-S-BR
2-S-BR
2-S-BR
2-S-BR
CONCCONC
CONC
CONC
CONC
CONCCONC
UNITS
AC UNITS
AC
EXIST KY 841
EXIST US 42 EXIT RAMP
EXIST US 42 ENTRANCE RAMP
LP
10’ S
EW
ER
&
DR
AIN
ES
MT
10’ S
EW
ER
&
DR
AIN
ES
MT
10’ SEWER & DRAIN ESMT
10’
SE
WE
R
&
DR
AIN
ES
MT
GAS AND ELECTRIC ESMTEX LOUISVILLE
35’
35’
10’ S
EW
ER
&
DR
AIN
ES
MT
6’ E
LE
C
&
TE
LE
ES
MT
10’ S
EW
ER
&
DR
AIN
ES
MT
15’
PROP. R/W & C.A.
AND REVEGETATION
FOR WALL CONST.
TEMP. ESMT.
PROP. & EXIST. R/W & C.A.
TEMP. ESMT. FOR WALL CONST. AND REVEGETATION
PROP. R/W & C.A.
PROP. R/W & C.A.
PROP. & EXIST. R/W & C.A.
PROP. R/W & C.A.PROP. R/W & C.A.
ESMT.
DRAINAGE
PERM.
REVEGETATION
CONST. AND
FOR DIVERSION
TEMP. ESMT.
FOR DRAINAGE
PERM. EASEMENT
42"42"
48"48"
18"
18"
54"
18"
18"18"
54"
30"
18"54"
48"
18"
4’ FB SURF DT
18"
18"
18"
18"
54"
18"18"
RETAINING WALL R1
RETAINING WALL R3
RETAINING WALLS R4 & R5
PROP SAFETY WALL - S3PROP SAFETY WALL - S3
RETAINING WALL R6
RETAINING WALL R5
AND TENNIS CLUB, INC.BRIDGEPOINTE SWIM
AND TENNIS CLUB, INC.
BRIDGEPOINTE SWIM
48
P
49
P
72
P
51
P 52
P
53
P
54
P
55
P
57
P
(HUSBAND & WIFE)
RENEE M. CHARMAN
GARY D. CHARMAN
(HUSBAND & WIFE)
ANDREA KRISTOFY
DAVID W. SCHWYTZER
(HUSBAND & WIFE)
ANDREA KRISTOFY
DAVID W. SCHWYTZER
(HUSBAND & WIFE)
SUSAN L. McCONKEY
DALE A. McCONKEY
CARNEY WOLF PEN, LLC.
(WIFE)
PENNY C. DEATRICK
DAVID R. DEATRICK, JR.
(HUSBAND)
JOHN C. MEYER
DONNA A. MEYER
(BOTH UNMARRIED)
DARLENE R. LEWIS
JAMES R. RAPIER
( WIFE)
JING JUAN ZHENG
JERRY YU
(HUSBAND & WIFE)
KAREN M. RISEN
KENT RISEN
85
+00
90
+00
95
+00
N54°31’36"W
! KY 841
PT 31+
37.93
PC 36
+00.89
PI 28
+59.02
30
+00
RA
MP
A
35
+00
RA
MP
AN57°41’47"W
PO
B
PC 25
+79.96
PC 29
+35.21
25
+00
RA
MP
B
30
+00
RA
MP
B
S62°46’35"E
N60°50’40"W
PLANS
RIGHT OF WAY
MA
TC
HLIN
E S
TA 98
+00
MA
TC
HLIN
E S
TA 21+
00
85
+00
PROPOSED KY 841 SOUTHBOUND LANES
POST
PROP. & EXIST. R/W & C.A.
(Re
move)
(Re
mo
ve)
KY 841
PROPOSED KY 841 NORTHBOUND LANES
SEE PROFILE SHEETS R21, R22 & R23
FOR DRAINAGE
PERM. ESMT.
STA 36+25 CONST (4) THROUGH BARRIER DRAINS
LT RAMP A STA 35+50, STA 35+75, STA 36+00 &
END FOR CRASH CUSHION TYPE IX
(1) CRASH CUSHION TYPE IX AND (1) CONC MEDIAN BARRIER
23.3’ LT RAMP A STA 27+76.7 TO STA 28+44.1 CONST
540’ TAPER @ 15:1
15’
BEGIN 25:1 TAPER
17’ LT STA 31+16.461414’ MEDIAN TAPER @ 70:1
END 25:1 TAPER
15’ LT STA 31+66.46
24’
17’
12’
0’ 100’ 200’50’
ST
A 34
+00
MA
TC
HLIN
ES
TA 84
+75
MA
TC
HLIN
E
L
BEGIN CONSTRUCTION
STA 25+79.96
B RAMP A
PL 84+75 TO 98+00
B RAMP BL
B RAMP AL
SUBJECT TO CHANGE
PRELIMINARY
BARRIER, WALL AND FENCE CONSTRUCTION CHART
RETAINING WALL R3STA 92+31.2 - STA 98+00
BE
GIN 15:1
TA
PE
R
49.33’
RT
ST
A 84
+95
15’
8’
4’
STA 93+39.75
RT KY 841 STA 84+75 - STA 98+00 SAFETY WALL S3
MEDIAN BARRIER WALL
4’
! KY 841
RT RAMP B
RT KY 841
LT KY 841
50"
32"
32"LT KY 841
RT KY 841
SEE X-SECTS
SEE X-SECTS
MEDIAN BARRIER WALL 50"LT ! KY 841
MEDIAN BARRIER WALL 50"RT ! KY 841
STA 93+67.2 - STA 98+00
STA 93+67.2 - STA 98+00
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FTTYPE
32"
2
! KY 841 50"
STA 92+38.9 TO STA 92+84.3 32"
RETAINING WALL R1
RETAINING WALL R3
STA 92+84.3 - STA 98+00 BARRIER WALL
BARRIER WALL
LT KY 841
RT KY 841
MEDIAN BARRIER TRANS
MEDIAN BARRIER TRANS
MEDIAN BARRIER TRANS
32"LT RAMP A
32"RT RAMP A BARRIER WALLSTA 25+80 - STA 36+00
STA 84+75 - STA 84+94.2
STA 31+89.5 - STA 36+00
14 C
14 C 1
14 C 1
14 C 2
14 C 1
14 C 2
STA 91+00.6 TO STA 91+08.7
RT RAMP B
RT RAMP B
LT RAMP B RAIL SYSTEM 32"
SEE X-SECTS
SEE X-SECTS
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FTTYPE
RETAINING WALL R4
RETAINING WALL R5
RT RAMP B BARRIER WALL 32"
STA 22+50 - STA 26+32.3
STA 21+00 - STA 26+32.3
STA 21+00 - STA 25+84.8
STA 21+00 - STA 26+32.1
checked
RETAINING WALL R6STA 96+25 - STA 98+00
LT KY 841 SEE X-SECTSRETAINING WALL R6STA 96+25 - STA 98+00
e = 2.1%
E = 3.83
R = 10155.45
L = 557.97
T = 279.06
= 3°08’53" RT
PI STA 28+59.02
PROPOSED RAMP A
STA 89+63 - STA 98+00
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
24’
12’
Runout = 60
Runoff = 63
e = 2.1%
E = 22.05
R = 10271.90
L = 1344.79
T = 673.35
= 7°30’04" LT
PI STA 36+08.57
PROPOSED RAMP B
12’
24’
22’
1414’ MEDIAN TAPER @ 70:1
BEGIN BARRIER TAPER @ 70:1
STA 93+26 LT AND RT
22’
END 15:1 TAPER
85.33’ RT STA 90+35
WALL R1
BEGIN RET
WALL R6
BEGIN RETWALL R3
END RET
WALL R4
BEGIN RET
WALLS R4 & R5
END RET
WALL R3
BEGIN RET
BEGIN BRIDGE
STA 36+00.00
RAIL SYSTEM 3
3
14 C
STA 92+84.3 - STA 94+74
6’
15’
12’
12’
12’
12’
12’
12’
12’
BEGIN 100:1 LANE TAPER
15’ LT STA 33+80
RT MEDIAN TAPER @ 70:1
13.33’ RT STA 91+86 BEGIN
LT MEDIAN TAPER @ 70:1
13.33’ LT STA 91+86 BEGIN
Runout = 60
Runoff = 180
e = 6.0%
E = 34.31
R = 1560.00
L = 648.47
T = 328.98
= 23°49’01" LT
PI STA 39+29.87
PROPOSED RAMP A
STA 84+75 - STA 93+26
STA 93+26 TO STA 93+67.2
FENCE - WOVEN WIRESTA 21+00 - STA 33+50
14 C
14 C
14 C
32"RT KY 841 BARRIER WALLSTA 91+08.7 - STA 98+00 14 C
Runout = 121
Runoff = 127
e = 2.1%
E = 271.02
R = 10200.00
L = 4651.49
T = 2366.91
= 26°07’43" RT
PI STA 80+18.45
PROP ! KY 841
January
31, 2012
DA
TE P
LO
TT
ED:
jhiero
ny
mus
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R02000
PL.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R20
STA 84+75 TO STA 98+00
SCALE: 1"=
MA
TC
HLIN
E S
TA 98
+00
550
570
530
590
610
630
540
560
580
600
620
640
520
510
500
490
480
550
570
530
590
610
630
540
560
580
600
620
520
510
500
490
480
470470
460
KY 841
640
650
MA
TC
HLIN
E S
TA 84
+75
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R0210
0P
F.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R21
STA 84+75 TO STA 98+00
-3.35%
GROUNDLINE
EXISTING
PROFILE
PROPOSED
623.1
621.
4
619.7
618.0
616.6
615.3
614.5
613.9
612.9
612.0
611.2
609.9
609.7
610.6
609.9
609.2
608.3
606.8
602.0
602.7
603.3
604.0
603.8
576.60
574.93
573.25
571.
58
569.90
568.23
566.55
564.88
563.20
561.
53
559.85
558.18
556.50
554.83
553.15
551.
48
549.80
548.13
546.45
544.78
543.10
541.
43
539.75
85+50 86+50 87+50 88+50 89+50 90+50 91+50 92+50 93+50 94+50 95+5085+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00
601.
3
600.7
599.8
598.9
538.07
536.40
534.72
533.05
96+50 97+5097+00 98+00
535
540
545
550
555
560
565
570
575
580
585
590
595
600
605
610
615
620
625
540
545
550
555
560
565
570
575
580
585
590
595
600
605
610
615
620
MA
TC
HLIN
E S
TA 38
+77.09
KY 841 - RAMP A
L
BEGIN CONSTRUCTION
STA 25+79.96
B RAMP A
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL5’ 1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R02200
PF.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R22
STA 25+79.96 TO STA 38+77.09
VPI 25
+79.96
Ele
v 576.02
PV
C 31+
17.50
Ele
v 557.27
VPI 34
+40.00
Ele
v 546.03
PV
T 37
+62.50
Ele
v 556.34
-3.49%
HLSD=427.96’
645.00’ VC
+3.20
%-3.49%
+3.20
%
LO 34
+54.03
Ele
v 551.
41
PROFILE
PROPOSED
GROUNDLINE
EXISTING
!
PIE
R 1
BEGIN BRIDGE
STA 36+00.00
26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00
575.32
573.58
571.
83
570.09
568.35
566.60
564.86
563.12
561.
37
559.63
557.89
556.20
554.75
553.56
552.64
551.
97
551.
56
551.
41
551.
52
551.
88
552.51
553.40
554.54
631.
9
630.8
631.
1
630.8
629.8
628.5
627.2
625.9
624.5
623.0
621.
5
619.9
618.2
616.5
614.1
611.5
608.9
606.2
605.3
608.2
608.8
608.5
608.3
37+50 38+00 38+50
555.95
557.54
559.13
606.4
604.1
601.
8
MA
TC
HLIN
E S
TA 21+
00
MA
TC
HLIN
E S
TA 34
+00
525
530
535
540
545
550
555
560
565
570
575
580
585
590
595
600
605
610
615
620
530
535
540
545
550
555
560
565
570
575
580
585
590
595
600
605
610
615
KY 841 - RAMP B
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL5’ 1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R02300
PF.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R23
STA 21+00 TO STA 34+00
LO 23
+31.
20
Ele
v 548.75
VPI 23
+40.00
Ele
v 543.78
PV
T 26
+50.00
Ele
v 554.00
-3.11%3.3
0%
3.30%
HLSD = 428.70’
620.00’ VC
PROFILE
PROPOSED
GROUNDLINE
EXISTING
32+50 33+00 33+50 34+00
615.59
616.96
617.87
617.80
573.78
575.43
577.08
578.73
21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00
608.61
608.26
607.72
605.99
602.85
600.35
597.64
594.43
595.08
598.78
601.
81
602.96
603.98
603.59
602.49
600.82
597.73
595.00
595.67
599.33
604.38
608.66
612.46
551.
51
550.45
549.64
549.09
548.80
548.77
548.99
549.48
550.22
551.
22
552.49
554.00
555.65
557.30
558.95
560.60
562.25
563.89
565.54
567.19
568.84
570.49
572.14
IP
IP
IP
IP
IP
POST
POST
POST
POST
IPIP
IP
Fib
er
Optic
Fib
er
Optic
Monit
orin
g
Well
GMW
Ex 1�
" Con
duit
Ex 1�
" Conduit
Ex 1�
" Conduit
Ex 1�
" Conduit
Ex 1�" C
onduit
Ex 1�" C
onduit
Ex 1�" C
onduit
Ex 1�
" Conduit
Ex 1�
" Conduit
Ex 1�" Co
nduit
Ex 1�" C
onduit
Ex 1�" C
onduit
Ex 1�
" Con
duit
Ex 1�
" Co
nduit
Ex 2" C
onduit
Ex 2" C
onduit
SANMH
8"
KTC 04-03-09
TEL JB
WM
WMEL JB
TEL JB
DE
CK
CONC
DECK
CO
NC
DECK
CONC
CONC
SGI
DECK DECK
CONC
CONC
U.S. 42
INV 596.14
TG 598.20
OE 571.18
INV 577.60
TG 588.90
OE 577.00
IE 556.29
OE 553.45
EX 12
" RCP
IE 565.80
EX 36"
RCP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
OE 560.92
EX 18
" CM
P
EX 2.5
’ X 2.5’ RCBC
IE 562.70
EX 4’ X 3’ R
CBC
LP
SIGN
PP
PR
OSP
EC
T
CIT
Y
LI
MIT
S
EXIS
T. R/
W
&
C.A.
EXIS
T. R/
W
&
C.A.
EXIST. R/W & C.A.
4’ WW FENCE
4’ WW FENCE
4’ WW
FENCE
4’ W
W FENCE
GRAVE
CEMETERY
2-S-BR
2-S-BR2-S-BR
STONE
2-S-BR/
CONC
GROVE CT
FOREST
EXIST
US 42 E
XIT R
AMP
EXIST
US 42 E
NTRANCE RAMP
SIGN BARRICADE
SIGN
SIGN
SIGN
LP
SIGN
LP
SIGN
SIGNALTRAFFIC
SIG
NA
LT
RA
FFIC
SIGNSIGN
SIGN
LP
LP
SIGNSIGN
SIGN
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
OE 561.14
FL 562.33FL 562.30TG 564.95
FL 562.56TG 565.33
SIGN
SIGN
SIGN
OLD EXIST US 42 EXIT RAMP
25’ SE
WER
&
DRAIN ES
MT
VARIABLE
SEWER &
DRAIN
ESMT
10’ S
EWER
&
DRAIN ES
MT
10’ S
EW
ER
&
DR
AIN
ES
MT
GAS AND
ELECTRIC
ESMT
EX LOUI
SVILLE
35’
57’
6’ E
LE
C
&
TE
LE
ES
MT
TE
LE
ES
MT
6’ E
LE
C
&
6’ ELEC & TELE ESMT
PROP. R/W & C.A.
TEMP. ESMT. FOR WALL CONST. AND REVEGETATION
PROP. R/
W
& C.A.
PROP. & EXIST. R/W & C.A.
PROP. & E
XIST. R/W
& C.A.
TUNNEL
ESMT. FOR
PERM.
24"
18"
18"18
"
54"
18"
18"
18"
24" 24"
18"
18"
18"
18"
54"54"54"54"
24"
68"x43"
68"x43"
68x43"
68"x43"
18"
18"
RETAINING WALL R1
RETAINING WALL R6
RETAINING WALL R6
PROP SAFETY WALL - S3
RETAINING WALL R
5
SOTERION CORPORATION
LIVING TRUST
ROGER K. UPTON
TRUSTEE OF THE
58
P59
P
49
P
60
P
66
P
(HUSBAND & WIFE)ANDREA KRISTOFYDAVID W. SCHWYTZER
(HUSBAND & WIFE)
DORIS J. VAUGHN
EDGAR D. VAUGHN
(HUSBAND & WIFE)
CAROLYN S. WETSCH
ERIC A. WETSCH
(HUSBAND & WIFE)
JANET M. JACKSON
ROBERT L. JACKSON
(HUSBAND & WIFE)
KIMBERLY SUE GRIMES
BYRON JUDSON GRIMES, III
(MARRIED)
SARA L. SEYAL
(HUSBAND & WIFE)
STEPHANIE MONTANO
JUAN MONTANO
(HUSBAND & WIFE)
JULIA ZILBERMAN
DMITRIY ZILBERMAN
CARNEY WOLF PEN, LLC.
(HUSBAND & WIFE)
SARA R. GEORGE
ROBERT R. GEORGE
DIANA L. NEMEC (WIFE)
BRENT L. NEMEC
100
+00
105
+00
110
+00
PC
C 10
3+03.03
N81°30’48"
W
S81°31’16
"E
! KY 841
PI 39+29.87 40
+00
RA
MP
A
45+00
RA
MP
A
PC 12
+59.14
PT 20
+47.60
PI 16
+56.92
15+00
RA
MP
B
20
+00
RA
MP
B
S62°46’35
"E
N54°31’36"W
N54°31’36"W
42+49.35
PT
PLANS
RIGHT OF WAY
PL 98+00 - 111+00
MA
TC
HLIN
E S
TA 98
+00
MA
TC
HLIN
E S
TA 21+
00
EXIS
T. R/
W
&
C.A.
KY 841
MA
TC
HLIN
E S
TA 111+
00
L
L
SEE PROFILE SHEETS R25, R26 & R27
FENCE
END
STA 15+80 - STA 21+00
BARRIER, WALL AND FENCE CONSTRUCTION CHART
BEGIN TUNNEL
STA 106+00
1414’ TAPER @ 70:1
1414’ TAPER @ 70:1
4’
8’
22°33’17"
180’ P
AVEMENT TAPER
@ 15:1
135’ P
AVEMENT
TAPER @
15:1
END PVMT TAPER
24’ LT STA 47+10 12’
4’
12’12’6’
180’ S
HLDR TAPER
@ 90:1
15’
4’
8’
BEGIN SHLD TAPER
8’ RT STA 45+30
BEGIN PVMT TAPER
0’ RT STA 45+30
END SHLD TAPER
18’ RT STA 47+10
END PVMT TAPER
12’ RT STA 47+10 END CONSTRUCTION
STA 48+40.00
B RAMP A
EXIS
TIN
GM
AT
CH
12’12’
4’
6’
BEGIN CONSTRUCTION
STA 12+23.23
B RAMP B
EXIS
TIN
GM
AT
CH
15’
6’
4’
BEGIN PVMT TAPER
24’ LT STA 13+00
EN
D
PV
MT
TA
PE
R
15’ L
T
ST
A 17
+50
BEGIN BARRIER TAPER
28.12’ RT STA 15+80
END BARRIER TAPER
8’ RT STA 18+00
! US 42 STA 30+94.28
! KY 841 STA 109+86.05=
0’ 100’ 200’50’
B RAMP
A
L
B RAMP
B
L
B RAMP A STA 41+72.46
! KY 841 STA 100+83.66=
L
SUBJECT TO CHANGE
PRELIMINARY
40’
450’ PAVEMENT
TAPER @
50:1
15’
STA 98+00 - STA 106+00 MEDIAN BARRIER WALL 50"RT ! KY 841
RT KY 841
RT KY 841 SEE X-SECTS
SAFETY WALL S3
RETAINING WALL R1
RT KY 841 4’
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FTTYPE
2
LT RAMP A BARRIER WALL 32"
RT KY 841 32"BARRIER WALLSTA 98+00 - STA 106+00
STA 98+00 - STA 106+00 MEDIAN BARRIER WALL
RT RAMP B STA 18+50 - STA 21+00
50"
LT RAMP B RAIL SYSTEM 32"
LT ! KY 841
SEE X-SECTSRETAINING WALL R5
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FTTYPE
RT RAMP B STA 15+80 - STA 21+00 BARRIER WALL 32"
32"LT KY 841 BARRIER WALLSTA 98+00 - STA 106+00
STA 17+50 - STA 21+00
STA 44+40 - STA 45+75
LT KY 841 RETAINING WALL R6STA 98+00 - STA 106+00 SEE X-SECTS
Runout = 72
Runoff = 158
e = 4.4%
E = 32.61
R = 2410.00
L = 788.45
T = 397.78
= 18°44’41" RT
PI STA 16+56.92
PROPOSED RAMP B
STA 98+00 - STA 103+82
Runout = 60
Runoff = 180
e = 6.0%
E = 34.31
R = 1560.00
L = 648.47
T = 328.98
= 23°49’01" LT
PI STA 39+29.87
PROPOSED RAMP A
STA 98+00 - STA 106+86
STA 106+86 - STA 109+28.3
END BARRIER
11.9’ RT STA 46+00
BEGIN BARRIER
8’ RT STA 44+40
RT RAMP A STA 44+40 - STA 46+00 BARRIER WALL 32"
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
BEGIN FENCE
END SAFETY WALL S3
BEGIN SHLR TAPER
69.53’ RT 99+00
EN
D
SH
LR
TA
PE
R
69.53’ R
T
ST
A 10
6+00
EN
D
ME
DIA
N
TA
PE
R
33.53’ R
T
ST
A 10
6+00
700’ TAPER @ 70:1
24’
14’
22’
Runout = 121
Runoff = 127
e = 2.1%
E = 271.02
R = 10200.00
L = 4651.49
T = 2366.91
= 26°07’43" RT
PI STA 80+18.45
PROP ! KY 841
Runout = 121
Runoff = 132
e = 2.19%
E = 60.87
R = 9700.00
L = 2167.72
T = 1088.39
= 12°48’15" RT
PI STA 113+91.43
PROP ! KY 841
22’
24’
12’
4’
12’
24’
4’
8’
15’
WALL R1
END RET
WALL R6
END RET
WALL R5
BEGIN RET
END BRIDGE
STA 44+40.00
PROPOSED KY 841 SOUTHBOUND LANES
PROPOSED KY 841 NORTHBOUND LANES
3
14 C
14 C
14 C
RT RAMP B STA 12+54.1 - STA 21+00 FENCE - WOVEN WIRE 4’ 2
14 C
14 C
14 C
FENCE - WOVEN WIRE
14 C
END BARRIER TAPER
19’ LT STA 19+26
BEGIN BARRIER TAPER
35’ LT STA 17+50
BEGIN BARRIER
19’ LT STA 44+40
END BARRIER
BEGIN PVMT TAPER
15’ LT STA 45+75
EN
D
ME
DIA
N
TA
PE
R
33.53’ L
T
ST
A 10
6+00
January
31, 2012
DA
TE P
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TT
ED:
dwrig
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ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
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PL
AN
SE
T\
PL
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&
PR
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R02400
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Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R24
STA 98+00 TO STA 111+00
SCALE: 1"=
MA
TC
HLIN
E S
TA 98
+00
550
570
530
590
610
540
560
580
600
620
520
510
500
490
480
470
460
450
550
570
530
590
610
540
560
580
600
520
510
500
490
480
470
460
450
440440
430
ELEV
10 ELEC, 1 TEL & 1 CATV
STA 108+74.9
SO
UT
H
TU
NN
EL P
OR
TA
L
TOP OF TUNNEL
BOTTOM OF TUNNEL
FOR DETAILS
SEE TUNNEL PLANS
17’
MIN.
EN
VE
LO
PE
TR
AFFIC
KY 841
MA
TC
HLIN
E S
TA 111+
00
BEGIN TUNNEL
STA 106+00
B
RA
MP
A
ST
A 41+
72.46
!
KY 841
ST
A 10
0+83.66
=
L
US 42
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
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ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R02500
PF.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R25
STA 98+00 TO STA 111+00
35.26’
-3.35%
GROUNDLINE
EXISTING
PROFILE
TUNNEL
PROPOSED
PROFILE
PROPOSED
HIGHWAY TUNNEL ROADWAY
598.9
597.9
597.1
597.1
596.9
594.5
592.7
591.
4
590.6
588.8
587.0
585.0
583.0
580.9
579.0
576.8
574.8
574.0
571.
4
569.5
568.7
568.9
570.2
533.05
531.
37
529.70
528.02
526.35
524.67
523.00
521.
32
519.65
517.97
516.30
514.62
512.95
511.27
509.60
507.92
506.25
504.57
502.90
501.
22
499.55
497.87
496.20
98+50 99+50 100+50 101+50 102+50 103+50 104+50 105+50 106+50 107+50 108+5098+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00
570.6
569.9
566.1
588.2
494.52
492.84
491.
17
489.49
109+50 110+50110+00 111+00
530
535
540
545
550
555
560
565
570
575
580
585
590
595
600
605
MA
TC
HLIN
E S
TA 38
+77.09
520
525
KY 841 - RAMP A
530
535
540
545
550
555
560
565
570
575
580
585
590
595
600
525
L
610
615
605
610
END CONSTRUCTION
STA 48+40.00
B RAMP A
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL5’ 1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
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R02600
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0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON R27 R26
STA 38+77.09 TO STA 48+40.00
PV
C 41+
67.12
Ele
v 569.27
VPI 44
+00.00
Ele
v 576.71
PV
T 46
+32.88
Ele
v 571.
25
PV
C 46
+60.00
Ele
v 570.61
VPI 47
+50.00
Ele
v 568.50
PV
T 48
+40.00
Ele
v 568.05
-2.35%
R
Y
G
ELEV 580.68
BOTTOM OF SIGNAL HEAD
62’ LT US 42
+3.20
%
SSD=425.79’
465.77’ VC
HLSD=3725.47’
180.00’ VC
+3.20
%-2.35%
-0.50%
HI 44
+35.62
Ele
v 573.56
GROUNDLINE
EXISTING
PROFILE
PROPOSED!
PIE
R 2
END BRIDGE
STA 44+40.00
39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00
579.09
577.26
575.39
573.59
571.
80
570.44
569.32
568.60
567.94
567.54
567.03
560.73
562.33
563.93
565.53
567.13
568.72
570.26
571.
51
572.47
573.13
573.49
573.55
573.32
572.78
571.
95
570.84
569.75
568.91
568.33
599.4
597.3
595.7
595.9
595.6
594.1
599.3
582.7
582.9
582.7
580.9
MA
TC
HLIN
E S
TA 21+
00
525
530
535
540
545
550
555
560
565
570
575
580
585
590
595
600
605
610
615
620
530
535
540
545
550
555
560
565
570
575
580
585
590
595
600
605
610
615
KY 841 - RAMP B
L
BEGIN CONSTRUCTION
STA 12+23.23
B RAMP B
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL5’ 1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
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US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R02700
PF.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R27
STA 12+23.23 TO STA 21+00
VPI 12
+23.23
Ele
v 569.42
PV
C 12
+80.00
Ele
v 569.95
HI 13
+57.38
Ele
v 570.30
VPI 14
+50.00
Ele
v 571.
51
PV
T 16
+20.00
Ele
v 566.21
PV
C 20
+30.00
Ele
v 553.44
0.92%
-3.11%
0.92%-3.11%
SSD = 437.62’
340.00’ VC
PROFILE
PROPOSED
GROUNDLINE
EXISTING
HLSD = 428.70’
620.00’ VC
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00
568.02
568.33
568.51
568.88
569.21
569.68
570.38
571.
29
572.50
573.64
574.37
575.51
577.64
589.84
589.27
598.45
600.72
603.93
606.33
607.05
607.74
608.20
608.61
569.67
570.10
570.30
570.19
569.79
569.09
568.10
566.81
565.28
563.72
562.16
560.60
559.05
557.49
555.93
554.37
552.84
551.
51
IPIP
IP
IP
IP
IP
IP
Fib
er
Optic
Fiber
Optic
PINOAK
10" CEDAR
32" PINOAK
22" WALNUT
32" PINOAK
SYCAMORE
90" TRIPLE
PINE
BEECH
42" AMERICAN
3" BIRCH
3-10" APPLES
10" HOLLY
12" HOLLY
8" HOLLY
33" ASH
16" BASSWOOD
28" HACKBERRY
34" HACKBERRY
16" WALNUT
42" WALNUT
LOCUST
20" BLACK
DOGWOOD
QUINCE
PEACH
HOLLY
10" LONG LEAF PINE
8" DOGWOOD
CYPRESS
23" BALD
SPRUCE
30" NORWAY
2-APPLE
CYPRESS
18" BALD
CYPRESS
22" BALD
CRABAPPLE
REDWOOD
40" DAWN
22" WALNUT
22" WALNUT14" HACKBERRY
SPRUCE
18" NORWAY
18" BLACK LOCUST
7" PERSIMMON
30" BASSWOOD
22" CATALPA
32" HACKBERRY
36" CATALPA
PAGODA
34" JAPANESE
48" SYCAMORE40" TULIP TREE
40" TULIP TREE
35" RED OAK
LEAF PINE
26" LONG
ELM
36" AMERICANWALNUT
MAGNOLIA
20" SAUCER
34" SWEET GUM
24" AMERICAN ELM
18" TULIPTREE
SUGAR MAPLE
30" REDBUD
MAPLE
8" AMUR
48" TULIPTREE
ORANGE
42" OSAGE
DUTZIA 16" SYCAMORE
20" REDBUDCYPRESS
34" BALDDOGWOOD
6" AMERICAN
20" REDBUD8" HOLLY
24" PINOAK
6" HOLLY
10" HOLLY
WALNUT
14" BLACK
CYPRESS
36" BALD
30’ WALNUT
SYCAMORE
36" DEAD
ASH
72" TRIPLE
WALNUT
45"
PINE
26" MAPLE
28" WHITE PINE
35" WHITE PINE
26" CHERRYPINE
35" WHITE
14" PERSIMMON
SILVER POPLAR
30" TWIN
BEECH
42" AMERICAN
34" WHITE PINE
PINE
36" WHITESPRUCE
24" NORWAY
APRICOT
34" WHITE PINE
30" WHITE PINE
SIGN
SIGN
EXIS
T. R
/W
&
C.A.
PR
OSPECT
CIT
Y LIMIT
S
EXIS
T. R/
W
&
C.A.
WALNUT
30"
LOCUST
18" BLACK
40’
EN
D C
ONTR
OL OF ACCESS
US 42 LT ST
A.
38+32.5
& C.A.
PROP. R/W
PERM. EASEMENT FOR TUNNEL
PERM. EASEMENT FOR TUNNEL
PERM. EASEMENT FOR TUNNEL
PERM. EASEMENT FOR TUNNEL
68"x43" 68"x43"
68"x48"
SOTERION CORPORATION
SOTERION CORPORATION
SOTERION CORPORATION
66
P
66
P
68
P
(HUSBAND & WIFE)CAROLYN S. WETSCHERIC A. WETSCH
(HUSBAND & WIFE)
SHILOH N. TATUM
ROBERT TATUM
(MARRIED)
MARGARET E. KEANE (MARRIED)
MARGARET E. KEANE
(HUSBAND & WIFE)
PENNY WHITE FLEITZ
JOSEPH MICHAEL FLEITZ
(HUSBAND & WIFE)
PENNY WHITE FLEITZ
JOSEPH MICHAEL FLEITZ
HICKOX
LOUISE FITZHUGH
115
+00
120
+00
N54°31’36"W
N41°43’21"W
PI 113
+91.
43
! KY 841
PLANS
RIGHT OF WAY
PL 111+00 - 124+00
U.S. 4
2
KY 841
MA
TC
HLIN
E S
TA 111+
00
MA
TC
HLIN
E S
TA 12
4+00
STA 123+76.4 - STA 124+00
SEE PROFILE SHEET R29
BARRIER, WALL AND FENCE CONSTRUCTION CHART
& C.A.
PROP. R/W
STA 123+76.4 - STA 124+00
0’ 100’ 200’50’
SUBJECT TO CHANGE
PRELIMINARY
WOVEN WIRE FENCE 4’STA 123+76.4 - STA 124+00LT
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FT
WOVEN WIRE FENCE 4’STA 123+76.4 - STA 124+00LT
Runout = 121
Runoff = 132
e = 2.19%
E = 60.87
R = 9700.00
L = 2167.72
T = 1088.39
= 12°48’15" RT
PI STA 113+91.43
PROP ! KY 841
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
10’
20’
9’12’
24’
4’
10’
20’
9’
12’
24’
4’
January
31, 2012
DA
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N\
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0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R28
STA 111+00 TO STA 124+00
SCALE: 1"=
550
570
530
590
540
560
580
520
510
500
490
480
470
460
450
440
430
550
570
530
540
560
580
520
510
500
490
480
470
460
450
440
430
420
410
420
EX. R/
W
600
590
17’
MIN.
EN
VE
LO
PE
TR
AFFIC
KY 841
MA
TC
HLIN
E S
TA 111+
00
MA
TC
HLIN
E S
TA 12
4+00
SUBJECT TO CHANGE
PRELIMINARY
TOP OF TUNNEL
FOR DETAILS
SEE TUNNEL PLANS
BOTTOM OF TUNNEL
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
DA
TE P
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T:\18
65-
DESIG
N\
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n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R29
STA 111+00 TO STA 124+00
HIGHWAY TUNNEL ROADWAY
588.2
588.6
586.3
582.0
582.6
579.1
574.3
569.3
566.8
567.1
565.1
561.
4
550.4
545.8
539.6
536.0
533.1
530.5
529.9
527.5
526.3
525.3
522.6
489.49
487.82
486.14
484.47
482.79
481.
14
479.54
478.01
476.54
475.13
473.78
472.49
471.
27
470.10
469.00
467.96
466.98
466.07
465.21
464.42
463.68
463.01
462.40
111+50 112+50 113+50 114+50 115+50 116+50 117+50 118+50 119+50 120+50 121+50111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00
523.3
521.
5
521.
2
519.7
461.
86
461.
37
460.95
460.59
122+50 123+50123+00 124+00
PV
C 113
+10.00
Ele
v 482.46
VPI 12
3+10.00
Ele
v 448.95
HLSD=1525.94’
VC=2000.00’
-3.35%
-3.35%
+1.58%
GROUNDLINE
EXISTING
PROFILE
TUNNEL
PROPOSED
IP
IP
IP
EL JB
EL JB
EL JB
EL JB
EL JBEL JB
EL JB
WM
WM
WM
WM
WM
WV
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WMWV
IP
IP
10" C
MP
8"
8"
8"
SANMH
SANMH
SANMH
SANMH
GV
GVGV
GV
GV
GV
GV
GV
GV
GV
GV
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
GM
SANMH
SANMH
SANMH
SANMH
SANMH
SANMH
SANMH
SANMH
SANMH
SANMH
SANMH
SANMH
8"
8"
8"
8"
10"
8"
10"
10"
8"
8" 8
"VCP
8"V
CP
4"
FM
8"
8"
8" DIP
DECK
GARAGE
GARAGE
ASPH
DECK
ASPH
ASPH
FOREST LAKE DRIVE
EXIST
R/W
EXIST
R/W
IE 513.29
EX 40"
RC
P
OE 496.81
EXIS
T
R/
W
EXIS
T
R/
W
FL 516.14
TG 520.73
FL 502.36
TG 506.70
PIPE
OPEN
PIPE
OPEN
SHADOW WOOD
DRIVE
WODAHS
TR
UOC DOOW
450.78
WSE
EXIST
R/W
PIPE
OPEN
TR 455.03
2-S-FR
2-S-FR
2-S-FR/BR
2-S-FR/BR
2-S-FR/BR
FL 519.16
TR 527.48
FL 525.67
TR 530.45
FL 532.71
TR 533.71
FL 506.97
TR 515.87
FL 517.15
TR 524.67
FL 506.36
TR 511.2
FL 517.94
TR 524.77
FL 525.98
TR 533.17
FL 440.59
TR 448.23
FL 433.10
TR 445.61
GA
TE
6’ C
HAINLI
NK W/
BARBED WI
RE
ASPHALT
FL 468.80
TR 470.50
FL 495.20
TR 499.45
FL 507.82
TR 525.78
FL 508.83
TR 512.22
FL 509.07
TR 511.66
FL 509.92
TR 524.86
2-S-FR/BR
1-S-FR/BR
BRIC
K
2-S-FR/BR
ASPH
CO
NC
2-S-FR/BR
ASPH
CO
NC
ASPH
SHEDWOOD
DECK
DECK
ASPH
CONC
1�-S-FR/BR
CONC
ASPH
ASPH
DECK
WOOD
1�-S-FR/BR
DE
CK
AS
PH
CONC
SHED
WOOD
POOLCONC
STEP
WOOD
DECKWOOD
2-S-FR/BR
ASPH
CONC
CONC
CONC
ASPH
1-S-FR/BR
CO
NC
ASPH
ASPH
ASPH
ASPH
1�-S-FR/BR
1-S-FR/BR
DECKWOOD
CONC
CO
NC
1-S-FR/BR
CO
NC
ASPH
ASP
H
ASPH
CONC
CONC
DECK
2-S-FR/BR
DE
CK
WO
OD
ASPH
1-S-FR/BR
CONC
DECK
CONC
1-S-FR/BR
1-S-FR/BR
1-S-FR
GARAGE
1-S-FR
1-S-FR/BR
2-S-FR
1-S-FR/STONE
2-S-FR
GARAGE
1-S-FR
CO
NC
CONC
CONC
CONC
CONC
ASP
H
ASPH
ASPH
ASPH
ASPH
ASP
H
ASPH
ASPH
POOL
DECK
DE
CK
CONC
CONC
CONC
CONC
CONC
CONC
POOL
ASPH
ASP
H
ASP
H
DECK
CONC
TANKTREATMENT
SEWER
TANK
HOLDING
SLUDGE
INV 461.17
AS
PH
DECK
FR/BR
2�-S-
SEPTIC
EX 45" RCP
IE 425.11
OE 423.48
EX 40"
RC
P
VC
PE
X 12
"
EX 36" C
MP
EX 36" C
MP
ASPH
SH
AD
OW
WO
OD
LA
NE
1-S-F
R
HO
SKIN
SB
EA
CH
RD
EXIST
R/W
EXIS
T R/
W
+
DRAIN ESMT
15’ SEWER &
10’ E
LEC
&
TELE ES
MT
20’ SEWER & DRAIN ESMT
20’ SEWER & DRAIN ESMT
8’ SEWER &
DRAIN ES
MT
15’ S
EW
ER
&
DR
AIN
ES
MT
10’ S
EW
ER
&
DR
AIN
ES
MT
10’ SEWER & DRAIN ESMT
DRAIN ESMT
24’ SEWER &
DR
AIN
ES
MT
20’ S
EWER &
FOR DRAINAGE
PERM. ESMT.
AND REVEGETATION
BUILDING REMOVAL
TEMP. ESMT. FOR
DRAINAGE & ACCESS
PERM. ESMT. FOR
REVEGETATION
FOR CONST. AND
TEMP. ESMT.
PROP. R/W & C.A.
PROP. R/W & C.A.
AND REVEGETATION
STREAM RELOCATION
TEMP. ESMT. FOR
PROP. R/W & C.A. PROP. R/W
& C.A.
PR
OP. R/
W
&
C.A.
PROP. R/W & C.A.
PROP. R/W & C.A.
(LANDLOCKED)
(LANDLOCKED)
(LANDLOCKED)
(LANDLOCKED)
(LANDLOCKED) (LANDLOCKED)
TEMP. ESMT. FOR REVEGETATION AND SAFETY WALL CONST.
(LANDLOCKED)
(LANDLOCKED)
(LANDLOCKED)
(LANDLOCKED)
(LANDLOCKED)
FOR DRAINAGE
PERM. ESMT.AND REVEGETATION
BUILDING REMOVAL
SAFETY WALL CONST.,
TEMP. ESMT. FOR
DRAINAGE CONST.
TEMP. ESMT. FOR
DRAINAGE
FOR
PERM. ESMT.
6’ FB
DT 3
0"
2’ F
B SURF
DT
+
+
+
+
+
+
+
+
54" CULVERT PIPE
54"
CU
LV
66"66" 66"
66"
54"
68"x43"
66" 66"
18"
PROP SAFETY WALL - S4
WILSON MCGRUDER
(UNMARRIED)
M. SAMANTHA SHAVER
CORPORATION
SOTERION
(MARRIED)
KYOUNGWON CHOI
66
P
71
P
86
P
68
P
69
90
P
88
P
98
P
95
P
97
P
50
P
89
P
87
P
85
P
50
P74
P
73
P
70
P
101
P
102
P
103
P
104
P
107
P
108
P
JAMES DUMSTORF
CINDY DUMSTORF
SHARI FOX
CATHY DUMSTORF
(HUSBAND & WIFE)
PENNY JOYCE FLEITZ
JOSEPH MICHAEL FLEITZ
PAULINE R. JACOBY TRUST
ROBERT G. JACOBY TRUST
(HUSBAND & WIFE)
GWEN H. KILLION
KENT W. KILLION
MADONNA GAMMEL (WIFE)
ALLEN GAMMEL
ANN H. BROOKS (WIFE)
FRANK L. BROOKS
126
P105
P
(MARRIED)
MARGARET E. KEANE
(HUSBAND & WIFE)
DONNA J. DAVIS
CHARLES L. DAVIS, JR.
REVOCABLE TRUST
PITCHFORD, JR.
LEONARD JOHN
TRUSTEE OF THE
MARY K. PITCHFORD,
(BOTH UNMARRIED)
DAVID M. HARDESTY
KYLE J. BROYLES, III
ROBERT B. OWENS, SHIRLEY OWENS
SOHEIL & NILO ETEMAD
MATTHEW W. DOWNER SR., MAY F. DOWNER
CHARLES NORMAN RISLEY REVOCABLE TRUST
BUILDING L-4
SARAH H. INGRAM
RENATE M. WILLS
PATRICIA ELIZABETH KEAL-BANTA
SHARON HARRISON
JUDITH A. BROWN
DIANE L. HANSEN
BUILDING L-2
SANDY PIKE
THOMAS J. MEYER, SALLY LAMBERT MEYER
JANET SHOMER
BARBARA A. ROCHE
JOHNNY R. NASH, CONSTANCE NASH
DORIS PFISTER
BUILDING B-4
97
P
(WIFE)
DENISE A. KALINA
IAN S. KALINA
(CO-TRUSTEES)
DONALD HERBERT DRAYER
JANET MARIE DRAYER
(WIFE)
IVY BARASH MANN
ROBERT N. MANN
(UNMARRIED)
ELIZABETH ULLMER MENDEL
(HUSBAND & WIFE)
BRUCE M. HEIMAN
JO ELAINE BEATY
(UNMARRIED)
ELISABETH B. RIGGS
(UNMARRIED)
PAUL J. SCHMIDT
(UNMARRIED)
REGINA H. SCHMIDT
(WIFE)
PAULETTE L. BREIT
LOUIS F. BREIT
(WIFE)
HELEN KAY TRONZO
GARY S. TRONZO & (WIFE)
HELEN KAY TRONZO
GARY S. TRONZO &
HARRODS CREEK, INC.
THE HARBOR AT
HARRODS CREEK, INC.
THE HARBOR AT
THOMAS L. FORSHEE (UNMARRIED)
JACK D. WOOD (UNMARRIED)
PAULA L. COLLINS, G. SCOTT TALLENT (HUSBAND & WIFE)
RALPH H. SHAWLER REVOCABLE LIVING TRUST
CHRISTOPHER A. EGER (MARRIED)
JOHN EGER JR., JOAN C. EGER (HUSBAND & WIFE)
DEBORAH V. THOMAS & BRUCE G. THOMAS (WIFE & HUSBAND)
BUILDING K-6
THE HARBOR AT HARRODS CREEK, INC.
(UNMARRIED)
SHARON LEE SHAFII
METRO SEWER
JEFFERSON CO.
LOUISVILLE &
(HUSBAND & WIFE)
PENNY WHITE FLEITZ
JOSEPH MICHAEL FLEITZ
PC 19+
62.49
PT 19+97.58 POE 19+98.71
PC 18
+58.79
19+38.
01PT
N45°43’49"E
PI 19+80.
14
PI 19+09.48
S58°57
’07"E
N30°15’4
6"E
18+00
17+81.
22
PO
B
ACCESS ROAD
! TUNNEL
125
+00
130
+00
135
+00
PT 12
4+70.76
N41°43’21"WN41°43’21"W ! KY 841
PLANS
RIGHT OF WAY
PL 124+00 - 137+00PAVEMENT OR GRAVEL TO BE REMOVED
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
KY 841
MA
TC
HLIN
E S
TA 12
4+00
MA
TC
HLIN
E S
TA 13
7+00
FOR TUNNEL
PERM. EASEMENT
TYPE A, AND (1) END TREATMENT TYPE 1.
WITH (1) GUARDRAIL CONNECTOR TO BRIDGE END
200 LF OF STEEL "W" BEAM GUARDRAIL (SF)
RT STA 134+50 TO RT STA 136+50 CONST
CRASH CUSHION TYPE IX-A.
TYPE A, (1) TERMINAL SECTION NO. 1 AND (1)
WITH (1) GUARDRAIL CONNECTOR TO BRIDGE END
137.5 LF STEEL "W" BEAM GUARDRAIL (DF),
125 LF OF STEEL "W" BEAM GUARDRAIL (SF),
RT STA 133+52.6 TO RT STA 136+50 CONST
AND REVEGETATION
FOR BUILDING REMOVAL
TEMP. ESMT.
16’
(MARRIED)
MARGARET E. KEANE
68
P
17.2’
50’R
WIRE GATE
VEHICULAR WOVEN
FENCE & 18’ DOUBLE
PROP 4’ WOVEN WIRE
27’
SEE PROFILE SHEET R31
FENCE
PROP.
PROP.
FENCE
(WIFE)
IVY BARASH MANN
ROBERT N. MANN
69
P
FENCE
END
25°
15°
15°
15°
15°
25’R
281.1’
+15.4
262’
+70.3
231.85’
+31.4
192.5’
+01.2
112.1’
+67.25
310’
+33.9
(Re
move)
25’
R
D D
TUNNEL ACCESS ROAD
Runout = N/A
Runoff = N/A
e = 2.0%
E = 21.20
R = 50.00
L = 79.22
T = 50.69
= 90°47’06" LT
PI 19+09.48
Runout = N/A
Runoff = N/A
e = 2.0%
E = 1.19
R = 130.00
L = 35.09
T = 17.65
= 15°28’03" RT
PI 19+80.14
DITCH CONSTRUCTION CHART
STA 49+86 - STA 51+12
END TUNNEL
STA 125+50
20’
20’
100’ TAPER @ 50:1
420’ TAPER @ 15:1
BEGIN BARRIER TAPER
63.84’ LT STA 136+48.46
375’ TAPER @ 15:1
BEGIN MEDIAN TAPER
33.53’ RT STA 125+50
BEGIN MEDIAN TAPER
33.53’ LT STA 125+50
964.6’ TAPER @ 70:1
964.6’ TAPER @ 70:1
0’ 100’ 200’50’
73
P
70
P
(HUSBAND & WIFE)
KAY O. HARPER
ROWE HARPER
HOBBS (MARRIED)
SANDRA WATERBURY
SUBJECT TO CHANGE
PRELIMINARY
END SHLD TAPER
75.4’ RT STA 126+97.58
BEGIN SHLD TAPER
29.53’ LT STA 125+50
END SHLD TAPER
26.10’ LT STA 126+50
BEGIN SHLD TAPER
69.52’ RT STA 125+50
BEGIN BARRIER TAPER
69.52’ LT STA 125+50
BEGIN BARRIER TAPER
88.77’ RT STA 133+73.46
BEGIN BARRIER
65.97’ LT STA 134+99.75
LT
MEDIAN BARRIER WALL
4’
4’RT
LT
LT 4’
50"
STA 125+50 - STA 137+00 MEDIAN BARRIER WALL 50"
LT !
RT !
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FT
SAFETY WALL S4
LT 4’
STA 125+50 - STA 137+00
4’RT
LT 32"
TYPE
2
2
2
2
2
BARRIER WALL
RT BARRIER WALL 32"
LT BARRIER WALL 32"
14 C
14 C
14 C
TAPER
END BARRIER
91.53’ LT STA 129+70
! KY 841/ROW B KY 841 STA 126+18.87 AHEAD
ROW B KY 841 STA 126+18.87 BACK =
! KY 841 STA 126+19.77 BACK =
STATION EQUATION:
STA 125+20 - STA 134+01
STA 124+00 - STA 125+33.1
STA 124+00 - STA 124+22.8
STA 134+01 - STA 137+00
STA 124+93.5 - STA 137+00
STA 124+22.8 - STA 124+93.5
STA 133+73.5 - STA 137+00
STA 125+50 - STA 129+70
STA 135+00 - STA 137+00
148’ TAPER @ 25:1
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
BEGIN SAFETY WALL S4
24’
12’
4’
24’
20’
Runout = 121
Runoff = 132
e = 2.19%
E = 60.87
R = 9700.00
L = 2167.72
T = 1088.39
= 12°48’15" RT
PI STA 113+91.43
PROP ! KY 841
6’
24’
22’
6’
END MEDIAN TAPER
19.75’ LT STA 135+14.60
END MEDIAN TAPER
19.75’ RT STA 135+14.60
12’
24’
4’
BE
GIN
FE
NC
E
EN
D
SA
FE
TY
WA
LL S4
14 C
14 C
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R03000
PL.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R30
STA 124+00 TO STA 137+00
SCALE: 1"=
550
530
540
520
510
500
490
480
470
460
450
440
430
420
410
400
530
540
520
510
500
490
480
470
460
450
440
430
420
410
400
390
EX. P
L
TOP OF TUNNEL
17’
MIN.
EN
VE
LO
PE
TR
AFFIC
KY 841
MA
TC
HLIN
E S
TA 12
4+00
MA
TC
HLIN
E S
TA 13
7+00
570
560
550
560
NO
RT
H
TU
NN
EL P
OR
TA
L
DETAILS
PLANS FOR
SEE TUNNEL
TUNNEL
BOTTOM OF
PF 124+00 - 137+00
END TUNNEL
STA 125+50
510 510ELEV 512.41
54" CULVERT
ELEV 514.40
54" CULVERT
SUBJECT TO CHANGE
PRELIMINARY
TUNNEL ACCESS ROAD
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R0310
0P
F.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R31
STA 124+00 TO STA 137+00
PV
T 13
3+10.00
Ele
v 464.76
+1.58%
+1.58%
GROUNDLINE
EXISTING
PROFILE
PROPOSED
PROFILE
TUNNEL
PROPOSED
LO 12
6+68.93
Ele
v 459.69
HLSD=1525.94’
VC=2000.00’
OHIO RIVER 500 YR WSE = 458.11
519.7
517.1
515.2
517.6
517.5
522.4
522.2
525.2
526.1
529.1
523.9
522.0
520.9
517.3
516.2
514.2
506.1
502.7
495.4
487.3
474.8
468.0
458.0
460.59
460.28
460.05
459.87
459.75
459.70
459.71
459.78
459.91
460.10
460.35
460.67
461.
05
461.
48
461.
98
462.55
463.17
463.86
464.60
465.39
466.18
466.97
467.76
124+50 125+50 126+50 127+50 128+50 129+50 130+50 131+50 132+50 133+50 134+50124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00
455.1
446.9
441.
2
435.9
468.55
469.34
470.13
470.92
135+50 136+50136+00 137+00
520
530
540
550 550
540
530
520
VPI 17
+81.
22
PV
C 18
+00.50
PV
T 18
+14.78
PV
C 18
+48.13
VPI 18
+62.13
PV
T 18
+76.13
PV
C 18
+98.03
VPI 19
+15.66
PV
T 19
+33.30
VPI 19
+98.71
-0.21%
14.0
0%
-14.00
%
0.00%
18+07.64
VPI
532.83
533.2
540.43
541.
84
17+50 18+00 18+50 19+00 19+50 20+00
541.
5
538.73
539.6
535.63
POST
POSTPOSTPOSTPOST
POST
POST
POST
POST
POST
POST
POST
POSTPOST
IP
IP
IP
IP
IP
IP
EL JB
EL JB
POSTPOSTPOST
POSTPOST
GV
WM
IP
POST
POST
IP
IP
421.61
421.61
421.61
421.61
421.60
421.60
421.60
421.60
IP
IP
GM
GV
WM
WM
WM
TV J
BT
V J
B
TV J
BT
V J
B
TV JB
TV J
BT
EL J
B
TE
L J
B
TE
L J
B
TEL JB
TEL JB
TEL JB
EL J
B
EL J
B
EM
EM
EM
EM
EM
VENT
POST
POST
POSTPOST
POST
POST
POSTPOST
POST
POST
POSTPOST
POST
POST
POST
POST
POSTPOST
POST
POST
POST
POST
SANMH
SANMH
GM
8"
SANMH
SANMH
8"
8"
VCP
8"
VCP
8"
1 ELE
C
1 ELE
C
WOOD
5 ELEC, 2 TELE, 1 C
AT
V
DO
CK
DOCK
BOX
ELEC
DOCK
GRAVEL
GARAGE
GRAVEL
DECK
GRAVEL
CONC
ASPH
COURT
TENNIS
CONC
ASPH
ASPH
GRAVEL
ST
EP
S
MA
RIN
A
DR
RIV
ER R
OA
D
HO
SKIN
S
BE
AC
H
RD
HARRODS CREEK
HA
RR
ODS
CR
EE
K
UNITS
AC
UNITS
AC
DEC
K
DECK
OE 419.66
EXIS
T R/
W
PIPE
OPEN
PIPE
OPEN
EXIS
T. R/
W
EXIS
T R/
W
GARAGE
1-S-
TOWNHOMES
2.5 S-
TOWNHOMES
2.5 S-
TOWNHOMES
2.5 S-
2-S-FR
2-S-BLK
2-S-BR FR/BR
2-S-
FR/BR
1.5-S-
2-S-BR
ASPH
FL 447.61
TR 453.4
FL 448.40
TR 453.09
FL 448.12
TR 453.33
FL 425.97
TR 430.97
2-S-FR
441.36
WSE
POND
PORC
H
PIPE
LOCATION
APPROX. SEPTIC
EXIS
T. R/
W
STC
SEPTIC
HA
RR
OD
S
CR
EE
K
BLD K-5
BLD K-6
ASPH
+
+
+
+
+
+
++
+
+
POST
WITNESS
POST
WITNESS
POST
WITNESS
DRAINAGE
PERM. ESMT. FOR
PROP. R/W & C.A.
PROP. R/W & C.A.
PROP. R/W & C.A.PROP. C.A.
PROP. R/W
AND REVEGETATION
FOR BUILDING REMOVAL
TEMP. ESMT.
PROP. R/W & C.A. PROP. R/W & C.A.PROP. R/
W & C.A.
SLOPE CONST
TEMP. ESMT. FOR
REMOVAL AND REVEGETATION
TEMP. ESMT. FOR BUILDING
POST
WITNESS
DRAINAGE
FOR
PERM. ESMT.
TS 47+
54.31
SC 48+04.31
PI 48+77.61
46+94.00
PI
47+07.14PT
49+58.69
ST
S30°30’19
"W
N61°0
2’37"W
S85°17’5
5"W
46+78.45
PC
49+08.69
CS
N/A
50
2.00%
41.00
100.00
16.77
33.44
14°19’26"
104.38
50.00
123.29
88°27’04" RT
48+77.61
N/A
5
0.44%
3.79
30.00
28.69
15.55
54°47’36" LT
46+94.00PI STA
T
L
R
E
e=
=
Runoff
Runout
=
=
=
=
==
PI STA
T
L
R
E
e=
=
Runoff
Runout
=
=
=
=
s
c
sL
LT
ST
s
=
=
==
=
=
cL =
54"
SP
EC
V
DT
SPEC
V
DT
2’ FB SURF
66" CMP
66" STORM
2’ FB SURF DT
MCGRUDER
WILSON
(UNMARRIED)
VIRGINIA RUTH RAUH
50
P
98
P
110
P
113
P
112
P
121
P
115
P
114
P
JAMES DUMSTORF
CINDY DUMSTORF
SHARI FOX
CATHY DUMSTORF
MAUREEN S. RAUH (WIFE)
STEPHEN W. RAUH, JR.
(WIFE)
JOAN Y. CASI
PAUL CASI
(HUSBAND & WIFE)
RITA G. SMITH
CHARLES E. SMITH
& ELISA B. GARCIA (WIFE)
LOVEGILDO S. GARCIA JR.
97
P
97
P
97
P
(UNMARRI
ED)
ALIC
E DUP
EE THOMPSON
117
P
(BOTH UNMARRIED)
LINDA GAYLE STEWART (DAUGHTER)
BEVERLY JEAN STEWART
REAL ESTATE #1 LTD.
ANN M. HUGHES
121
P
ASSOCIATION, LTD.
LAND MANAGEMENT
HARRODS CREEK
ASSOCIATION, LTD.
LAND MANAGEMENT
HARRODS CREEK
(HUSBAND & WIFE)
E. JEAN MCCANN
MICHAEL J. MCCANN &
LIVING TRUST
MARY M. KELLER REVOCABLE
(LANDLOCKED)
(MARRIED)
J. MICHAEL FLEITZ
97
P
JOHN K. KRULL (MARRIED)
LEWIS DAN (UNMARRIED)
WAYNE R. SCHNEIDER & SHERRY D. SCHNEIDER (WIFE)
ADRIENNE BYER (UNMARRIED)
BUILDING K-5
(WIFE)
HELEN KAY TRONZO
GARY S. TRONZO &
HARRODS CREEK, INC.
THE HARBOR AT
THOMAS L. FORSHEE (UNMARRIED)
JACK D. WOOD (UNMARRIED)
PAULA L. COLLINS, G. SCOTT TALLENT (HUSBAND & WIFE)
RALPH H. SHAWLER REVOCABLE LIVING TRUST
CHRISTOPHER A. EGER (MARRIED)
JOHN EGER JR., JOAN C. EGER (HUSBAND & WIFE)
DEBORAH V. THOMAS & BRUCE G. THOMAS (WIFE & HUSBAND)
BUILDING K-6
THE HARBOR AT HARRODS CREEK, INC.
PT 43+97.2
7
PI 5
1+73.4
1
45+00
47+79.0
3
PC
49+49.4
6
PT
PC 49+86.0
5
PT 53+39.88
PC 54+85.22
PI 48+64.3
4
!
RIV
ER R
OA
D
N6°51’3
4"E
N0° 2
0’58"E
50+00
140
+00
145
+00
! KY 841
PLANS
RIGHT OF WAY
PL 137+00 - 150+00
150
+00
PROPOSED KY 841 SOUTHBOUND LANES
PROPOSED KY 841 NORTHBOUND LANES
PAVEMENT OR GRAVEL TO BE REMOVED
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
KY 841
MA
TC
HLIN
E S
TA 13
7+00
MA
TC
HLIN
E S
TA 15
0+00
ST
A 49+50
MA
TC
HLIN
E
10’R
10’
R
118
P
(WIFE)
JOAN Y. CASI
PAUL CASI
15’
WETLANDS
PROPOSED
75
P
80
P
76
P
77
P
78
P
79
P
81
P
82
P
83
P
84
P
STA 53+15MATCHLINE
FOR DRAINAGE
PERM. ESMT.186.04’
+81.61
258.23’
+95.26
BE REMOVED
DOCK TO
BE REMOVED
DOCK TO
BE REMOVED
DOCK TO
PORTION OF
SHARED USE PATH (SUP)
PR
OP. FE
NC
E
PROP. FENCE
PROPOSED R/W
DOCKS REMOVED WITHIN
DD
EXIST RIVER ROAD
E = 2.42
R = 1500.00
L = 170.44
T = 85.31
= 6°30’37" LT
PI 48+64.34
E = 38.63
R = 435.00
L = 353.83
T = 187.36
= 46°36’16" RT
PI 51+73.41
68°18’48"
FENCE
END
FENCE
END
MCGRUDER
WILSON
95
P
REMOVE 198 LF OF EXIST FENCE.
LT RIVER ROAD STA 51+33.7 TO STA 53+15
TYPE 4A.
WITH (1) TERMINAL SECTION NO. 1 & (1) END TREATMENT
CONST 200 LIN FT OF STEEL "W" BEAM GUARDRAIL (SF)
RT SUP STA 46+86.85 TO LT RIVER ROAD STA 52+97.6
72°14’10"
43°54’34"
BEGIN CONSTRUCTION
STA 48+14.28
! RIVER ROAD
BEGIN 1�" OVERLAY
STA 48+14.28
9.4’ 10
.3’
20’
FENCE
BEGIN
TERMINAL SECTION NO. 1
WITH (1) GUARDRAIL END TREATMENT TYPE 4A & (1)
CONST 162.5 LF OF STEEL "W" BEAM GUARDRAIL (SF)
LT RIVER ROAD STA 49+00.5 TO LT SUP STA 47+08.9
REMOVE 252 LF OF EXIST FENCE
LT RIVER ROAD STA 48+50.9 TO STA 50+88.9
(1) GUARDRAIL CONNECTOR TO BRIDGE END TYPE A
LT STA 149+76.1 TO LT STA 150+00 CONST
122.1’
+09.5
(WIFE)
HELEN KAY TRONZO
GARY S. TRONZO &
! RIVER ROAD STA 51+12.35
! SHARED USE PATH STA 46+61.00=
46+78.45
PC
THOMAS L. FORSHEE (UNMARRIED)
JACK D. WOOD (MARRIED)
(HUSBAND)
PAULA L. COLLINS, G. SCOTT TALLENT
RALPH H. SHAWLER REVOCABLE LIVING TRUST
CHRISTOPHER A. EGER (MARRIED)
JOHN EGER JR., JOAN C. EGER (HUSBAND & WIFE)
DEBORAH V. THOMAS & BRUCE G. THOMAS (WIFE & HUSBAND)
BUILDING K-6
THE HARBOR AT HARRODS CREEK
JOHN K. KRULL (MARRIED)
LEWIS DAN (UNMARRIED)
SHERRY D. SCHNEIDER (WIFE)
WAYNE R. SCHNEIDER &
ADRIENNE BYER (UNMARRIED)
BUILDING K-5
REVISED ROW PLAN DATE: MAY 4, 2011
SOUTHBOUND BRIDGE
STA 149+38.00 END
NORTHBOUND BRIDGE
STA 149+78.00 END
END BARRIER TAPER
58.41’ RT STA 137+48.44
END BARRIER TAPER
58.41’ LT STA 137+48.53
BEGIN BRIDGES
STA 137+47.70
SEE PROFILE SHEET R33 & R34
0’ 100’ 200’50’
STA 47+55.76
! SHARED USE PATH
! KY 841 STA 149+19.31=
SUBJECT TO CHANGE
PRELIMINARY
@ 15:1375’ TAPER
WALL R16
PROP RETAINING
WALL R15
PROP RETAINING
WALL R14
PROP RETAINING
WALL R13
PROP RETAINING
RT 4’
LT
LT 4’
STA 149+88.5 - STA 150+00 MEDIAN BARRIER WALL 50"
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FT
LT RETAINING WALL R16 SEE X-SECTS
LT RETAINING WALL R15 SEE X-SECTS
RT RETAINING WALL R13 SEE X-SECTS
RT RETAINING WALL R14 SEE X-SECTS
STA 149+67.4 - STA 150+00
STA 149+49.6 - STA 150+00
STA 149+77 - STA 150+00
4’
MEDIAN BARRIER WALL 50"
MEDIAN BARRIER WALL 50"
STA 137+00 - STA 137+48.5
STA 137+00 - STA 137+48.5
STA 137+00 - STA 137+51
TYPE
2
2
2
RT 32"STA 137+00 - STA 137+48.5
LT 32"STA 137+00 - STA 137+48.5
BARRIER WALL
BARRIER WALL
STA 137+00 - STA 137+51
LT !
RT !
STA 147+47.8 - STA 149+74.9
14 C
14 C
STA 149+36.1 - STA 149+94.3
LT !
! RIVER ROAD STA 50+00.00
! KY 841 STA 148+48.99 =BEGIN CONST
STA 46+72.62
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
14’
24’
10’
14’
24’
10’
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
14 C
14 C
14 C
January
31, 2012
DA
TE P
LO
TT
ED:
jhiero
ny
mus
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R03200
PL.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R32
STA 137+00 TO STA 150+00
SCALE: 1"=
550
530
540
520
510
500
490
480
470
460
450
440
430
420
410
400
390
380
370
360
530
540
520
510
500
490
480
470
460
450
440
430
420
410
400
390
380
370
KY 841
MA
TC
HLIN
E S
TA 13
7+00
MA
TC
HLIN
E S
TA 15
0+00
!
RIV
ER
RO
AD
ST
A 50
+00.00
!
KY 841
ST
A 14
8+48.99
=
ST
A 47
+55.76
!
SH
AR
ED
US
E P
AT
H
!
KY 841
ST
A 14
9+19.31=
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R03300
PF.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R33
STA 137+00 TO STA 150+00
EXIST RIVER ROAD
MIN
CL
EA
RA
NC
E
14’ - 6"
14’ - 6"
MIN
CL
EA
RA
NC
E
NB
PIE
R 1
SB
PIE
R 1
HARRODS CREEK
NB
PIE
R 2
SB
PIE
R 2
SB
PIE
R 3
NB
PIE
R 3
SB
PIE
R 4
NB
PIE
R 4
2:1
PV
C 14
4+88.42
Ele
v 483.39
VPI 14
9+88.42
Ele
v 491.
29
SSD=1510.17’
VC=1000.00’
+1.58%
+1.58%
GROUNDLINE
EXISTING
PROFILE
PROPOSED
BE
GIN
BRID
GES
ST
A 13
7+47.50
EN
D
SB
BRID
GE
ST
A 14
9+38.00
EN
D
NB
BRID
GE
ST
A 14
9+78.00
OHIO RIVER 500 YR WSE = 458.11
SBNB
SUP
El. 451.99 100-Year Ohio River BackwaterEl. 451.99 100-Year Harrods Creek High Water
435.9
431.
4
428.5
428.7
431.
1
430.3
426.1
425.1
421.
8
421.
6
421.
6
421.
6
421.
6
421.
6
421.
6
425.2
437.3
441.
6
443.1
456.5
455.7
451.
7
462.6
470.92
471.
71
472.51
473.30
474.09
474.88
475.67
476.46
477.25
478.04
478.83
479.62
480.41
481.
20
481.
99
482.78
483.57
484.34
485.08
485.80
486.49
487.15
487.79
137+50 138+50 139+50 140+50 141+50 142+50 143+50 144+50 145+50 146+50 147+50137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00
463.2
462.9
462.9
458.4
488.40
488.99
489.54
490.07
148+50 149+50149+00 150+00
MA
TC
HLIN
E S
TA 49
+50
430
435
440
445
450
455
460
465
470
475
480
485
490
495
500
505
510
430
435
440
445
450
455
460
465
470
475
480
485
490
495
500
505
510
KY 841 SHARED USE PATH
!
SH
AR
ED
US
E P
AT
H S
TA 47
+55.76
!
KY 841
ST
A 14
9+19.31=
PROFILE
PROPOSED
GROUNDLINE
EXISTING
BEGIN CONSTRUCTION
STA 46+72.62
! SHARED USE PATH
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL5’ 1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R03400
PF.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R34
STA 46+72.62 TO STA 49+50
VPI 46
+61.
00
Ele
v 463.07
VPI 46
+72.62
Ele
v 463.63
PV
C 47
+15.00
Ele
v 463.53
VPI 48
+00.00
Ele
v 463.33
PV
T 48
+85.00
Ele
v 461.
63
-0.23% -0.23%
+4.7
8%-2.00%
SSD=460.04’
170.00’ VC
46+50 47+00 47+50 48+00 48+50 49+00 49+50
463.3
462.4
462.7
461.
6
456.9
453.8
463.56
463.38
462.96
462.27
461.
33
460.33
14
IP
GARAGE
PIPE
OPEN
458.69
WSE
POND
457.48
WSE
POND
ID
DL
ET
ON
RU
N
POOL
RIV
ER
RO
AD
EXIS
T. R/
W
EXIS
T
R/
W
EXIS
T
R/
W
EXIS
T. R/
W
HA
RR
OD
S
CR
EE
K
PROP. R/W
& C. A.
SLOPE CONST
TEMP. ESMT. FOR
PROP. R/W & C. A.
PROP. R/W
& C. A.
PROP. C.A.
PROP. R/W
PROP. R/WSLOPE CONST
TEMP. ESMT. FOR
PROP. R/WSLOPE CONST
TEMP. ESMT. FOR
PROP. C.A.
(LANDLOCKED)
REVEGETATION
SLOPE CONST. AND
TEMP. ESMT. FOR
AND REVEGETATION
STREAM RELOCATION
SLOPE CONST.,
TEMP. ESMT. FOR
S48°16’3
9"W
PI 4
8+65.8
7
PC 46
+64.28
PT 49+60.15
PT 44+61.
11PT 40+96.2
2
PC 41+
99.5
0
PI 4
0+27.01
PC 39+55.15
N89°39’2
0"W
N62°
42’43
"W
N32°00’22"W
EA
R40+00
EA
R
45
+00
PI 43+42.59
SC 50
+89.63
CS 55+58.60
SS 56
+47.58
SC 57+67.36
CS 59
+81.
48
SS 60
+84.46
SC 61+
63.21
PI 53
+31.
51
PI 58
+73.43
46+94.00
PI
49+58.69
ST
49+89.63
TS
N61°0
2’37"W N24°08’51"W
N24°08’51"W N52°50’2
2"W
46+78.45
PC
49+08.69
CS
SU
P60
+00
SU
P
55+00
SU
P50
+00
N/A
100 88.98
2.00%
47.85
875.00
33.34 29.67
66.68 59.33
3°16’27" 2°54’ 48"
468.97
100.00 88.98
341.88 336.67
36°53’46" RT
53+31.51
N/A
119.78 102.98
2.00%
21.75
650.00
39.96 34.35
79.89 68.67
5°16’45" 4°32’19"
214.12
119.78 102.98
225.85 218.39
28°41’31" LT
58+73.43PI STA
T
L
R
E
e=
=
Runoff
Runout
=
=
=
=
s
c
sL
LT
ST
s
=
=
==
=
=
cL =
PI STA
T
L
R
E
e=
=
Runoff
Runout
=
=
=
=
s
c
sL
LT
ST
s
=
=
==
=
=
cL =
OE 431.45
2’ FB
SURF DT
IE 434.39
54"54"
L
L
L
SPEC
V DT
24"
24"
54"
54"
54" RCP
54" RCP5
4" 54"54"
54"
54"54" 54"
6’ FB SURF D
T
2’ FB SURF DT
2’ FB
SURF DT
SPEC 2’ FB DT
B MIDDLETON RUN STA 48+08.32
! EMERG. ACCESS RD STA 44+57.21=
B MIDDLETON RUN STA 52+50.65
! SHARED USE PATH STA 52+25.18=
6’ FB SURF DT
CULVERT
PROP 6’ x 4’ BOX
B MIDDLETON RUN STA 50+00.00
! KY 841 STA 153+64.55=
18"
WALL R16
PROP RETAIN
ING
PROP RETAININGFENCE
PROP
FENCE
PROP
WALL R15
PROP RETAINING
PROPOSEDRET
A
ININ
G
WOVEN WIRE GATE
36’ DOUBLE VEHICULAR
WIRE GATE
VEHICULAR WOVEN
FENCE & 24’ DOUBLE
PROP 4’ WOVEN WIRE
PR
OP RET
AININ
G W
ALL -R14
RPROP ETAINING WALL R1
7
PROP RETAINING WALL - R23
WALL - R18
PROP RETAINING WAL
R 0L- 2
WALLR21
WALL R22
PROP RETAINING
121
P
120
P
118
P
JOAN Y. CASI (WIFE)
PAUL CASI
118
P
JOAN Y. CASI (WIFE)
PAUL CASI
& ELISA B. GARCIA (WIFE)
LOVEGILDO S. GARCIA JR.
117
P
119
P
121
P
121
P
ASSOCIATION, LTD.
LAND MANAGEMENT
HARRODS CREEK
ASSOCIATION, LTD.
LAND MANAGEMENT
HARRODS CREEK
ASSOCIATION, LTD.
LAND MANAGEMENT
HARRODS CREEK
ASSOCIATION, LTD.
LAND MANAGEMENT
HARRODS CREEK
(MARRIED)
J. MICHAEL FLEITZ
(HUSBAND & WIFE)
PAULA L. RICE
ROBERT H. RICE SR.
(HUSBAND & WIFE)
SHANA HUNT VANDERTOLL
JAMES DONALD VANDERTOLLPT 53+39.88
PC 54+85.22
55+00
RO
AD
!
RIV
ER
N46°57’14
"E
150
+00
155
+00
160
+00
N41°43’21"W! KY 841
PLANS
RIGHT OF WAY
PL 150+00 - 163+00
PROPOSED KY 841 SOUTHBOUND LANES
PROPOSED KY 841 NORTHBOUND LANES
D
Runout = 23
Runoff = 23
e = 2.0%
E = 36.77
R = 260.00
L = 261.60
T = 143.08
= 57°38’58" RT
PI 43+42.59
PAVEMENT OR GRAVEL TO BE REMOVED
(Remove)
(Remove)
KY 841
MA
TC
HLIN
E S
TA 16
3+00
MA
TC
HLIN
E S
TA 63
+00
25°50’41"
END CONSTRUCTION
STA 49+50.25
MA
TC
HLIN
E S
TA 15
0+00
ST
A 49+50
MA
TC
HLIN
E
Runout = 23
Runoff = 23
e = 2.0%
E = 8.49
R = 300.00
L = 141.08
T = 71.87
= 26°56’37" LT
PI 40+27.01
Runout = 23
Runoff = 23
e = 2.0%
E = 93.70
R = 170.00
L = 295.86
T = 201.58
= 99°42’59" LT
PI 48+65.87
EMERGENCY CROSSOVER DETAIL
SEE SHEET FOR
STA 53+15MATCHLINE
15’
R
15’
R
STA 39+06.39
! EMERGENCY ACCESS ROAD
STA 54+65.00 =
! RIVER ROAD
WALL - R13
PROP RETAINING
BEGIN CONST
STA 39+16.82
BARRIER, WALL AND FENCE CONSTRUCTION CHART
EMERGENCY ACCESS ROAD (EAR)
! SHARED USE PATH
15’
PROP. FENCE
SSECCA YCNEGREME
DAOR
16’
END CONSTRUCTION
STA 54+93.19
! RIVER ROAD
DD
EXIST RIVER ROAD
E = 38.63
R = 435.00
L = 353.83
T = 187.36
= 46°36’16" RT
PI 51+73.41
E = 4.25
R = 3500.00
L = 344.70
T = 172.49
= 5°38’34" LT
PI 56+57.71
FENCE
BEGIN
FENCE
BEGIN
FENCE
END
FL 456.58
TG 487.67
90°
15°
END 1�" OVERLAY
STA 54+93.19
(Do Not Remove)
FENCE
BEGIN
FENCE
END
REMOVE 156 LF OF EXIST FENCE
LT RIVER ROAD STA 53+15 TO STA 54+52.3
END TREATMENTS TYPE 4A
"W" BEAM GUARDRAIL (SF) WITH (2) GUARDRAIL
RT STA 49+00.5 CONST 827 LIN FT OF STEEL
RT EMERGENCY ACCESS ROAD STA 40+06.25 TO
BARRIER END
5.92’ RT STA 158+06 CONST (1) CONC MEDIAN
END TYPE A-1 & (1) END TREATMENT TYPE 2A
(SF) WITH (1) GUARDRAIL CONNECTOR TO BRIDGE
175 LIN FT OF STEEL "W" BEAM GUARDRAIL
RT STA 150+02.2 TO STA 152+05 CONST
CONST 40 LF OF HANDRAIL TYPE A-1
LT & RT SUP STA 52+80.77 TO STA 53+00.77
CONST 20 LIN FT OF HANDRAIL TYPE A-1
RT SUP STA 51+52.88 TO STA 51+72.88
CONST 101 LIN FT OF HANDRAIL TYPE A-1
LT SUP STA 50+72.88 TO STA 51+72.88
BARRIER END
5.92’ LT STA 158+60 CONST (1) CONC MEDIAN
(SF), WITH (1) END TREATMENT TYPE 1
125 LIN FT OF STEEL "W" BEAM GUARDRAIL
LT STA 150+00 TO LT STA 151+77.8 CONST
DD
CROSSOVER
MEDIAN
STA 158+33
** CONSTRUCT WITH 2036 SQ YDS GEOMEMBRANE LINER
* CONSTRUCT WITH 2247 SQ YDS GEOMEMBRANE LINER
SHARED USE PATH (SUP)
REVISED ROW PLAN DATE: MAY 4, 2011
24’
10’
16’
24’
16’
10’
STA 50+00.00
! EMERGENCY ACCESS ROAD
! KY 841 STA 158+50.90=
SEE PROFILE SHEET R36, R37 & R38
0’ 100’ 200’50’
SUBJECT TO CHANGE
PRELIMINARY
50’
R50’R
34°42’08"
9.4’9.7’
67’R
144’
R
47’
MEDIAN BARRIER WALL
STA 149+74.8 - STA 150+86.5LT 4’
50"
LT RETAINING WALL R16 SEE X-SECTS
LT RETAINING WALL R15 SEE X-SECTSSTA 150+00 - STA 150+49.3
LT !
LT RETAINING WALL R20 SEE X-SECTS
MEDIAN BARRIER WALL 50"LT !
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FTTYPE
2
MEDIAN BARRIER TRANS 50"LT !
STA 158+59.5 - STA 163+00
LT 4’ 2STA 153+26 - STA 163+16.2
STA 150+00 - STA 157+32
STA 158+59.5 - STA 159+16.2
LT RETAINING WALL R21 SEE X-SECTS
LT RETAINING WALL R22 SEE X-SECTS
STA 150+86.5 - STA 152+22.4
STA 152+42.9 - STA 153+26
STA 156+48 - STA 161+82
STA 149+94.5 - STA 153+79.6
RT 4’
MEDIAN BARRIER WALL 50"
RT RETAINING WALL R13 SEE X-SECTS
RT RETAINING WALL R14 SEE X-SECTS
STA 150+00 - STA 150+32.2
STA 150+00 - STA 151+30.4
RT !
RT RETAINING WALL R17 SEE X-SECTS
SEE X-SECTS
MEDIAN BARRIER WALL 50"RT !
RT RETAINING WALL R18 SEE X-SECTS
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FTTYPE
2
MEDIAN BARRIER TRANS 50"RT !
STA 159+16.2 - STA 163+00
RETAINING WALL R23
RT STA 157+28.2 - STA 163+00 4’ 2
RT
STA 150+28.5 - STA 157+32
STA 157+32 - STA 157+88.7
STA 151+30.4 - STA 152+77
STA 152+77 - STA 154+74.5
STA 154+38 - STA 157+15
STA 154+95 - STA 157+28.2
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
70°20’03"
100’
R
14 C
14 C
14 C
14 C
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
FENCE - WOVEN WIRE
14 C 1
14 C 1
January
31, 2012
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0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R35
STA 150+00 TO STA 163+00
SCALE: 1"=
550
530
540
520
510
500
490
480
470
460
450
440
430
420
410
400
390
380
530
540
520
510
500
490
480
470
460
450
440
430
420
410
400
390
KY 841
MA
TC
HLIN
E S
TA 15
0+00
MA
TC
HLIN
E S
TA 16
3+00
570
560
550
560
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
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65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
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WA
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PL
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SE
T\
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&
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0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R36
STA 150+00 TO STA 163+00
PV
T 15
4+88.42
Ele
v 493.85
+0.51%
+0.51%
GROUNDLINE
EXISTING
PROFILE
PROPOSED
SSD=1510.17’
VC=1000.00’
OHIO RIVER 500 YR WSE = 458.11
L
INV 432.99
PROP 6’ x 4’ RCBC
B MIDDLETON RUN STA 50+00
! KY 841 STA 153+64.55=
458.4
454.8
453.1
452.4
450.5
449.9
449.4
434.8
430.8
438.5
448.1
452.4
454.2
455.8
457.1
459.8
459.7
460.6
461.
1
459.9
460.0
460.1
460.9
490.07
490.58
491.
05
491.
50
491.
93
492.32
492.69
493.04
493.35
493.64
493.91
494.17
494.42
494.68
494.93
495.19
495.45
495.70
495.96
496.21
496.47
496.73
496.98
150+50 151+50 152+50 153+50 154+50 155+50 156+50 157+50 158+50 159+50 160+50150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00
461.
3
461.
3
460.8
460.7
497.24
497.49
497.75
498.01
161+50 162+50162+00 163+00
MA
TC
HLIN
E S
TA 49
+50
MA
TC
HLIN
E S
TA 63
+00
430
435
440
445
450
455
460
465
470
475
480
485
490
495
500
505
510
430
435
440
445
450
455
460
465
470
475
480
485
490
495
500
505
KY 841 SHARED USE PATH
420
425
420
425
MIDDELTON RUN
PROPOSED GRADE
EXISTING GROUNDLINE
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL5’ 1" =
January
31, 2012
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T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
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T\
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WA
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PL
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T\
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0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R37
STA 49+50 TO STA 63+00
PV
C 51+
00.00
Ele
v 457.33
LO 52
+09.09
Ele
v 456.24
VPI 52
+50.00
Ele
v 454.33
PV
T 54
+00.00
Ele
v 459.58
PV
C 58
+20.00
Ele
v 474.28
VPI 59
+00.00
Ele
v 477.08
PV
T 59
+80.00
Ele
v 477.73
PV
C 59
+95.00
Ele
v 477.85
VPI 60
+75.00
Ele
v 478.50
PV
T 61+
55.00
Ele
v 481.
34
-2.00%
-2.00%
+3.50
%
+3.50
%
+3.50
%+0.81% +0.81%
+3.55
%
SSD=326.77’
160.00’ VC
160.00’ VC
300.00’ VC
L
INV 431.69
PROP 6’ x 4’ RCBC
B MIDDLETON RUN STA 52+50.65
! SUP STA 52+25.18=
YR WSE = 451.70
OHIO RIVER 100
49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00
453.8
452.1
451.
8
449.3
437.9
431.
7
431.
7
438.0
447.4
452.5
454.4
456.3
457.7
458.2
459.3
459.9
460.6
460.5
460.7
460.9
461.
3
461.
2
460.4
458.5
460.33
459.33
458.33
457.33
456.56
456.25
456.40
457.00
458.06
459.58
461.
33
463.08
464.83
466.58
468.33
470.08
471.
83
473.58
475.26
476.55
477.41
477.89
478.55
479.64
61+50 62+00 62+50 63+00
457.2
457.6
459.1
460.6
481.
16
482.94
484.71
486.49
430
435
440
445
450
455
460
465
470
475
480
485
490
495
500
505
430
435
440
445
450
455
460
465
470
475
480
485
490
495
500
505
KY 841 EMERGENCY ACCESS ROAD
MIDDLETON RUN
EXISTING GROUNDLINE
PROPOSED PROFILE
BEGIN CONSTRUCTION
STA 39+16.82
! EMERGENCY ACCESS ROAD
END CONSTRUCTION
STA 49+50.25
! EMERGENCY ACCESS ROAD
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL5’ 1" =
January
31, 2012
DA
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T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
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&
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0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R38
STA 39+06.39 TO STA 50+00.00 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00
461.
7
461.
7
461.
7
459.3
455.2
454.1
452.9
451.
3
444.0
436.9
435.2
435.2
436.7
444.2
451.
2
453.4
454.2
455.6
458.2
459.7
462.54
463.36
464.18
465.13
466.26
467.57
469.07
470.75
472.60
474.60
476.60
478.60
480.60
482.61
484.61
486.61
488.61
490.60
492.31
493.69
OHIO RIVER 100 YR WSE = 451.70
L
INV 433.99
PROP 6’ x 4’ RCBC
B MIDDLETON RUN STA 48+08.32
! EMERGENCY ACCESS RD STA 44+57.21=
PV
C 40
+39.13
Ele
v 464.00
VPI 42
+01.
63
Ele
v 466.66
PV
T 43
+64.13
Ele
v 473.16
PV
C 47
+85.64
Ele
v 490.04
VPI 48
+35.64
Ele
v 492.04
PV
T 48
+85.64
Ele
v 493.32
VPI 49
+49.67
Ele
v 494.96
VPI 49
+90.27
Ele
v 495.79
1.64%
4.00
%
2.00%
325.00’ VC
100.00’ VC
SSD = 511.81’
HLSD = 948.23’
2.00%
4.00
%
4.00
%
1.64%
VPI 39
+06.39
Ele
v 461.
83
49+50 50+0050+00
459.9
460.6
460.6
494.97
IP
IP
IP
POST
POSTPOST
PO
ST
PO
ST
TV JB
TV JB
IP
IP
IP
IP
IP(DISTURBED)
POST
POST
POST
IP
IP
IP
IP
IP
CONC
CONC
CONC
CONC
CONC
CONC
SGI
CONC
GARAGE
ASPH
CONC
CONC
GARAGE
ASPH
TR
AN
SY
LV
ANIA
AV
E
EXIST R
/W
CONC
(LO
CA
TIO
N
APP
RO
XI
MA
TE)
EXIS
T. 24" C
ON
C. S
LU
DG
E
PIPE
OPEN
GATE
GATE
PIPE
OPEN
1-S-FR
3-S-FR
3-S-FR
2-S-BR
SEPTIC
SEPTIC
SEPTIC
10’ ELEC.
& TELE.
ESMT
10’ E
LE
C.
&
TE
LE. ES
MT
10’ S
EWER &
DRAINAGE
ESMT
10’ E
LEC. & TELE.
ESMT
10’ ELEC.
& TELE.
ESMT
10’ E
LE
C.
&
TE
LE. ES
MT
10’ ELEC.
& TELE.
ESMT
10’ ELEC.
& TELE.
ESMT
ESMT30
’ LWC
PROP. R/W
PR
OP.
C.A.
(LANDLOCKED)
PROP. C.A.
PROP. R/W & C.A.
PROP. R/W & C.A.
PROP. R/W
& C.A.
REVEGETATION
SLOPE CONST. AND
TEMP. ESMT. FOR
PROP. R/W
PROP. R/W & C.A.
PROP. R/W & C.A.
REVEGETATION
SLOPE CONSTRUCTION AND
AND PAVEMENT REMOVAL,
TEMP. ESMT. FOR BUILDING
SLOPE CONSTRUCTION
PAVEMENT REMOVAL AND
TEMP. ESMT. FOR
N/A
78.75
2.00%
41.41
850.00
26.25
52.50
2°39’14"
479.85
78.75
306.93 268.53
34°59’56" RT
63+91.39
N/A
21
1.50%
5.53
250.00
104.21
52.87
23°52’56" LT
67+34.80
PI 63
+91.
39
N52°50’2
2"W N17°50’25"W
SU
P
65+00
PT 66+43.05
PC 66+81.
93
PI 67+34.80
N41°43’21"W
PT 67
+86.14
=
PI STA
T
L
R
E
e=
=
Runoff
Runout
=
=
=
=
s
c
sL
LT
ST
s
=
=
==
=
=
cL =
PI STA
T
L
R
E
e=
=
Runoff
Runout
=
=
=
=
==
36"
36" 36" 36" 36" 36"
36" 36" 36" 36" 36"
54"
36"
36"
54"
54"
18"
127
P
127
P
100
P
125
P
123
P
122
P
121
P
121
P
REBECCA H. WILL (WIFE)
DAVID M. WILL
136
P
136
P
(HUSBAND & WIFE)
AMY HANEKAMP
PETE HANEKAMP
COMPANY
LOUISVILLE WATER
COMPANY
LOUISVILLE WATER
(MARRIED)
JACQUELINE H. EVANS
ASSOCIATION, LTD.
LAND MANAGEMENT
HARRODS CREEK
ASSOCIATION, LTD.
LAND MANAGEMENT
HARRODS CREEK
(MARRIED)
JAMES C. CARPENTER
(BOTH SINGLE)
SUE E. BAUGHMAN
DAVID B. BAUGHMAN &
165
+00
170
+00
175
+00
! KY 841N41°43’21"W
PLANS
RIGHT OF WAY
PL 163+00 - 176+00
BARRIER END & (1) END TREATMENT TYPE 2A.
A-1, (1) GUARDRAIL CONNECTOR TO CONC MEDIAN
(2) GUARDRAIL CONNECTOR TO BRIDGE END TYPE
LIN FT OF STEEL "W" BEAM GUARDRAIL (SF) WITH
LT STA 166+50 TO LT STA 168+50 CONST 200
PROPOSED KY 841 SOUTHBOUND LANES
PROPOSED KY 841 NORTHBOUND LANES
10’
14’
PAVEMENT OR GRAVEL TO BE REMOVED
(Remove)
(Remove)
(Remove)
(Remove)
(Remove)
KY 841
MA
TC
HLIN
E S
TA 16
3+00
MA
TC
HLIN
E S
TA 17
6+00
15’M
AT
CH
LIN
E S
TA 63
+00
BARRIER, WALL AND FENCE CONSTRUCTION CHART
SHARED USE PATH (SUP)
121
P
END TYPE A, & (1) END TREATMENT TYPE 1.
WITH (1) GUARDRAIL CONNECTOR TO BRIDGE
125 LF OF STEEL "W" BEAM GUARDRAIL (SF),
RT STA 166+41.6 TO RT STA 167+80.7 CONST
! SHARED USE PATH
REVISED ROW PLAN DATE: OCTOBER 1, 2010
* CONSTRUCT WITH 899 SQ YDS GEOMEMBRANE LINER
** CONSTRUCT WITH 617 SQ YDS GEOMEMBRANE LINER
BEGIN BRIDGES
STA 167+82.86
SEE PROFILE SHEETS R40 & R41
0’ 100’ 200’50’
SUBJECT TO CHANGE
PRELIMINARY
STA 163+00 - STA 167+82
LT
RT
MEDIAN BARRIER WALL
WOVEN WIRE FENCE
WOVEN WIRE FENCE
4’
4’
STA 163+00 - STA 167+82 MEDIAN BARRIER WALL 50"
50"
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FT
LT !
RT !
LT BARRIER WALL 32"
TYPE
2
2STA 163+00 - STA 170+11
STA 163+16.2 - STA 170+11
14 CSTA 166+82.9 - STA 167+82.9
ST
A 16
7+84.31
65.75’
LT !
KY 841
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
END FENCE
STA 170+10.9
24’
10’
24’
14’
13’
14 C
14 C
January
31, 2012
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0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R39
STA 163+00 TO STA 176+00
SCALE: 1"=
550
530
540
520
510
500
490
480
470
460
450
440
430
420
410
400
390
380
530
540
520
510
500
490
480
470
460
450
440
430
420
410
400
390
KY 841
MA
TC
HLIN
E S
TA 16
3+00
MA
TC
HLIN
E S
TA 17
6+00
570
560
550
560
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
DA
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LO
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ED:
jhiero
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T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
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T\
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PL
AN
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T\
PL
AN
&
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R04000
PF.
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Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R40
STA 163+00 TO STA 176+00
!
PIE
R 1
!
PIE
R 2
!
PIE
R 3
BE
GIN
BRID
GES
ST
A 16
7+82.86
3:1
+0.51%
GROUNDLINE
EXISTING
PROFILE
PROPOSED
= 458.11OHIO RIVER 500 YR WSE
460.7
460.5
461.
9
462.3
462.2
462.2
461.
8
462.9
463.5
464.6
465.8
465.9
465.9
458.5
445.3
434.3
429.9
428.9
428.7
428.4
429.3
430.6
431.
6
498.01
498.26
498.52
498.78
499.03
499.29
499.54
499.80
500.06
500.31
500.57
500.82
501.
08
501.
34
501.
59
501.
85
502.10
502.36
502.62
502.87
503.13
503.39
503.64
163+50 164+50 165+50 166+50 167+50 168+50 169+50 170+50 171+50 172+50 173+50163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00
433.0
433.3
432.9
433.8
503.90
504.15
504.41
504.67
174+50 175+50175+00 176+00
MA
TC
HLIN
E S
TA 63
+00
435
440
445
450
455
460
465
470
475
480
485
490
495
500
505
510
515
435
440
445
450
455
460
465
470
475
480
485
490
495
500
505
510
KY 841 SHARED USE PATH
EXISTING GROUNDLINE
PROPOSED GRADE
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL5’ 1" =
January
31, 2012
DA
TE P
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DESIG
N\
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PL
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OFIL
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DG
NFIL
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NA
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Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R41
STA 63+00 TO STA 67+84.65
PV
C 65
+25.00
Ele
v 494.48
VPI 66
+50.00
Ele
v 498.92
PV
T 67
+75.00
Ele
v 499.55
+3.55
%
SSD=343.51’
250.00’ VC
+0.51%
+3.55
%
VPI 67
+84.65
Ele
v 499.60
63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50
460.6
460.9
461.
5
462.2
461.
9
462.3
462.5
462.6
462.9
463.5
465.0
465.1
486.49
488.26
490.04
491.
81
493.59
495.33
496.80
497.97
498.83
499.39
POST
POST
IP
IP
FP
WS
WM
WM
WM
WM
WM
WM
WW
WS
WW
WW
STC
STC
STC
STC
SANMH
SANMH
FL 422.03
TR 431.3
FL 421.21
TR 431.2
12"
12"
12"
12"
12"
12"
CO
NC
CO
NC
ASP
H
ASPH
SHED
CARPORT
GRAVEL
ASPH PA
TIO
DE
CK
ASPH
DE
CK
PATIO
DOCK
DOCK
DOCK
DECK
DECK
DEC
K
ASPH
ASPH
GARAGE
CONC
SHED
PATIO
ASPH
TR
ANS
YL
VA
NIA
BE
AC
H
RO
AD
OHIO
RIV
ER
GRAVEL
30" MAPLE
36" MAPLE
WILLOW
24"
36" ELM
40" MAPLE
20" ELM
20" ELM
40" OAK
25" MAPLE
30" MAPLE
24" MAPLE
MAPLE
26" MAPLE
30"
HACKBERRY
(2) 20"
HACKBERRY
(2) 20"
CHERRY
(2) 12"
24" OAK
HACKBERRY
30"
12" HACKBERRY
15" HACKBERRY
15" HACKBERRY
36" HACKBERRY
24" ELM24" MAPLE
26" WALNUT24" HACKBERRY
HACKBERRY
(2) 20"15" MAPLE
30" WALNUT
20 WALNUT
17" WALNUT
36" ELM
20" HACKBERRY
40" SYCAMORE
15" MAPLE
15" HACKBERRY45" HACKBERRY
HACKBERRY
15"
18" HACKBERRY
12" HACKBERRY
46" SYCAMORE
FOUNTAIN
POND
PP
PP
PP
LP
LP
PP
LP
LP
CONC
MAPLE
15"
CONC
LAGOON
PIPE
OPEN
2-S-FR
1-S-BLK
2-S-FR
STUCCO
2-S-FR/
STUCCO
2-S-FR/
2-S-FR
FR/BR
2-S-
STUCCO
2-S-BR/
EX 30
" RCP
EX 30
" RCP
IE 427.00
OE 424.23
12’ D
IA. L
WC FIL
TR
ATIO
N T
UN
NEL (A
PP
RO
X.)
30" HACKBERRY
30" HACKBERRY
25" MAPLE
MAPLE
72"
MAPLE
24"
MAPLE
50"
BOXELDER
20"
MAPLE
20"BOXELDER
24"
HACKBERRY
12"
HACKBERRY
20"
43" SYCAMORE
30" MAPLE
HACKBERRY
20"
ELM
23"
WALNUT
24"
MAPLE
20"
20" ELM
WALNUT
40"
36" SYCAMORE
24" SYCAMORE
STC
SEPTIC
SEPTIC
SEPTIC
SEPTIC
OLD
INV 426.06
INV 426.16
TG 430.00
12’ D
IA. L
WC FIL
TR
ATIO
N T
UN
NEL (A
PP
RO
X.)
18"
MAPLE
HACKBERRY
24"
27" MAPLE
24" MAPLE
20’ D
RAIN
ESMT
PROP. R/W & C.A.
PROP. R/W & C.A. PROP. R/W & C.A.
PROP. R/W & C.A.
REVEGATATION
DRAINAGE AND
PERM. ESMT. FOR
36" 36" 36" 36" 36" 36" 36" 36"
36"36" 36" 36" 36" 36"36"36"
(UNMARRIED)
ROGER LENKOFF
133
P
132
P131
P
130
P
129
P
128
P
127
P
127
P
PAULINE B. JENSEN (WIFE)
JOHAN N. JENSEN
JAMIE P. BUTT (WIFE)
LARRY J. BUTT
MARGARET G. LITER (WIFE)
ROBERT T. LITER
& ETAL.
DEENA J. JENSEN
PAULINE BEST JENSEN
(UNMARRIED)
JOHN L. LONG
(BOTH UNMARRIED)
MANISHA SHARMA
TATULYA TIWARI
(MARRIED)
LAURA M. HUMBERT
(HUSBAND & WIFE)
PUSHPA TIWARI
DEEPAK TIWARI
(UNMARRIED)
HARTMANN
ERWIN F.
COMPANY
LOUISVILLE WATER
COMPANY
LOUISVILLE WATER
(UNMARRIED)
JULIE VATTER
(UNMARRIED)
ROBERTA WECK
(HUSBAND & WIFE)
MARY BETH MOORE
STAN MOORE
180
+00
185
+00
190
+00
N41°43’21"W! KY 841
PLANS
RIGHT OF WAY
BY OTHERS
TO BE CONSTRUCTED
LSIORBP SECTION 5PROPOSED KY 841 SOUTHBOUND LANES
PROPOSED KY 841 NORTHBOUND LANES
(Remove)
(Remove)
KY 841
MA
TC
HLIN
E S
TA 17
6+00
E 12
416
97.212
4
N 308924.18
93
601 LF OF FENCE AND RESET 473.5 LF OF FENCE.
RT STA 176+00 TO STA 180+60.5 REMOVE
PL 176+00 - 189+90
BARRIER, WALL AND FENCE CONSTRUCTION CHART
REVISED ROW PLAN DATE:OCTOBER 1, 2010
ST
A 18
7+40.00 !
KY 841 (S
EC
TIO
N 5)
AH
EA
D
ST
A 18
7+51.
86 !
KY 841 (S
EC
TIO
N 4)
BA
CK
=
END CONSTRUCTION
STA 187+51.86 ! KY 841
SEE PROFILE SHEET R43
0’ 100’ 200’50’SUBJECT TO CHANGE
PRELIMINARY
END RIGHT-OF-WAY
KY 841 ROW B STA 189+90.00L
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
END BRIDGES
STA 187+51.86
10’
14’
24’
10’
24’
14’
13’
January
31, 2012
DA
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T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R04200
PL.
DG
NFIL
E
NA
ME:
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NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R42
STA 176+00 TO STA 187+51.86
SCALE: 1"=
550
530
540
520
510
500
490
480
470
460
450
440
430
420
410
400
390
380
550
530
540
520
510
500
490
480
470
460
450
440
430
420
410
400
390
560
570
560
KY 841
MA
TC
HLIN
E S
TA 17
6+00
PF 176+00 - END
ST
A 18
7+40.00 !
KY 841 (S
EC
TIO
N 5)
AH
EA
D
ST
A 18
7+51.
86 !
KY 841 (S
EC
TIO
N 4)
BA
CK
=
E 12
416
97.212
4
N 308924.18
93
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
HORIZONTAL 50’SCALE: 1" =
VERTICAL10’1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
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US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R04300
PF.
DG
NFIL
E
NA
ME:
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HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R43
STA 176+00 TO STA 187+51.86
OHIO RIVER
!
PIE
R 4
!
PIE
R 5
!
PIE
R 6
!
PIE
R 7
!
CO
MM
ON
PIE
R
BY OTHERS
TO BE CONSTRUCTED
LSIORBP SECTION 5
+0.51%
GROUNDLINE
EXISTING
GROUNDLINE
EXISTING
PROFILE
PROPOSED
END CONSTRUCTION
STA 187+51.86 ! KY 841
BEACH ROAD
TRANSYLVANIA
= 458.11OHIO RIVER 500 YR WSE
= 458.11OHIO RIVER 500 YR WSE
434.1
434.7
430.9
422.3
421.
5
510.81
511.07
511.33
511.58
511.84
188+50 189+50188+00 189+00 190+00
433.8
435.3
437.8
439.9
442.5
445.8
449.6
449.1
444.7
439.5
438.2
437.6
436.8
434.4
432.2
431.
9
432.9
432.4
430.1
428.7
428.3
431.
2
432.5
434.2
504.67
504.92
505.18
505.43
505.69
505.95
506.20
506.46
506.72
506.97
507.23
507.48
507.74
508.00
508.25
508.51
508.76
509.02
509.28
509.53
509.79
510.04
510.30
510.56
176+50 177+50 178+50 179+50 180+50 181+50 182+50 183+50 184+50 185+50 186+50 187+50176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00
15’
TE
LE
CO
MM
UNIC
ATIO
NS
ES
MT
ESMTELEC. & TELE.
10’ X 30’
15’ S
EW
ER
&
DR
AIN
ES
MT
35’
ES
MT
GAS
&
ELE
CT
RIC
EX
LO
UIS
VILLE
10’ E
LEC
&
TELE ES
MT10’ ELEC &
10’ SEWER &
15’ E
LE
C
&
DRAIN ESMT
TE
LE
ES
MT
ESMTELEC. & TELE.
10’ X 30’
EX 10’
EL
EC
&
TE
LE
ES
MT
TELE ES
MT
6’ E
LEC &
10’ S
EWER &
DRAIN
ESMT
WA
TE
R
CO
ES
MT
EX
VA
R
LO
UIS
VIL
LE
WA
TE
R
CO
ES
MT
EX 50’
LO
UIS
VIL
LE
SS
MH
SS
MH
SS
MH
SS
MH
TEL JB
TEL JB
TEL JB
TEL JB
TEL JB
IP
IP
IP
EM
IP
IP
IP
IP
IP
IP
IP
IP
IP
IPIPIP
IP
IP
IP
POST
IP
WM
WM
WM
GV
GV
WM
WM
WM
WM
WV
WL
MW
LM
WV
WV
WV
WM
WM
WM
TV JB
TV JB
TV JB
TV JB
TEL JB
TEL JB
TEL JB
TEL JB
TEL JB
TEL JB
TEL JB
TEL JB
TEL JB
TEL JB
TEL JB
TEL JB
GV
SA
NM
H
SA
NM
H
SA
NM
H
SA
NM
H
SA
NM
H
SA
NM
H
4" FM
4" FM
4" F
M
4" FM
4" FM
8"
8"
8"
8"
8"
8"
SA
NM
H
SA
NM
H
SA
NM
H
8"
8"
8"
8"
8"
8"
8"
WL
M
SA
NM
HS
AN
MH
SA
NM
H
SA
NM
HS
AN
MH
60"W
M
60"W
M
4"
FM
ASP
H L
OT
DE
CK
DE
CK
CO
NC
CO
NC
CO
NC
CO
NC
CO
NC
CO
NC
CO
NC
ASP
H
ASP
H
ASP
H
ASP
HASP
H
ASP
H
ASP
H
CO
NC
CONC
ASP
H
ASP
H
CO
NC
DECK
DE
CK
PA
DT
EL
E/
CA
BL
E
PA
DT
EL
E
PO
OL
CO
NC
PO
OL
NO ID
CO
URT
TE
NNIS
GO
AL
BA
LL
DECK
DE
CK
AS
PH
EX
BA
RRIE
R
WA
LL
LP
LP
LP
GO
AL
BB
4’
WW
FE
NC
E
4’
WW
FE
NC
E
8’
WO
ODE
N PL
AN
K
ASP
H
CO
NC
CONC
CONC
CONC
CONC
CO
NC
#42
LGE
CO
NC
ASPH
ASP
H
CO
NC
1.5-S-F
R
1.5-S-B
R
2-S-B
R
1-S-B
R
1.5-S-B
R
2-S-B
R
2-S-B
R
1-S-B
R
2-S-B
R
1-S-B
R
1-S-B
R
2-S-B
R
2-S-B
R
HO
USE
PO
OL
WIL
LO
W10
" BIR
CH
8"&
10"
WIL
LO
W12"
BIR
CH
18"
DBL
MAPLES
8"-
15"
DO
GW
OO
D
6"
DBLPIN
E12"
WIL
LO
W12"
PIN
E18"
WIL
LO
W24"
MAPLE
36"
PA
DT
ELE/
CA
BLE
20" PIN
E
4"
MA
GN
OLIA
DO
GW
OO
D
12"
4’ WW FENCE
+
PR
OP
SA
FE
TY
WA
LL-S3
PR
OP S
AFET
Y
WA
LL - S3
WA
LL - S2
PR
OP S
AFET
Y
PR
OP
NOIS
E
BA
RRIE
R-
N1
PR
OP
NOIS
E
BA
RRIE
R-
N2
WA
LL-S1
SAFET
YP
ROP
+
+
36"
18"
42"
24"
42"
42"
42"
18"
18"
18"
30"
24"
18"
15"
15"
18"
S41°
12’4
9"E
S71°
46’3
7"E
PC 10+19.12
PT 11+25.80
SPRI
NGDALE
15+00
N53°47’11"E
WP
BR
50
+00WP
BR
45
+00
WP
BR
55
+00
PI 10+7
3.76
POE
15+13.6
3
S36°17’5
7"E
PT 9+46.38
POB 8+21.0
5
PC 9+09.4
5PI 9+27
.97
PI 42
+50.00
PO
B 40
+89.63
N52°33’24"E
D
PI STA 42+50
= 1°13’47", LT
S25°43’16"E
D
OL
DE
CR
EE
K
WA
Y
WAY CONN. OLDE CREEK
.T
C
NED XOF
WOLF PEN BRANCH ROAD
43
P
41
P
40
P
38
P
39
P
37
P
49
P
33
P
47
P
48
P
AND TENNIS CLUB, INC.BRIDGEPOINTE SWIM
PROP R/W
PR
OP. & E
XIS
T. C.A. &
R/
W
PR
OP. R/
W
&
C.A.
15"
OLDE CREEK WAY CONN.
D
Remov
edTo b
e
CONST.
FOR SLOPE
TEMP. ESMT.
BEGIN
TAPER
STA 13
+25
OUTSIDE DISTURBED LIMITS
DO NOT REMOVE VEGETATION
15"
33
P
37
P
38
P
39
P
2’ FB SPEC DT
2’ F
B
SP
EC
DT
CONSTRUCTION
FOR SLOPE
TEMP. ESMT.
BEGIN TAPER
STA 8+50
(Do
Not
Disturb
WM)
10’ E
LEC
&
TELE ES
MT
EX 10’
EL
EC
&
TE
LE
ES
MT
N53°47’11"E
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIS
T. R/
W
30"
INV 600.02INV 599.57
2" GEOGRID
TY
P
R
15’
2’ FB SPEC DT
FOR DRAINAGE
PERM. EASEMENT
CONST.
FOR SLOPE
TEMP. ESMT.
SLOPE CONST.
ENTRANCE AND
TEMP. ESMT. FOR
CIT
Y
LI
MITS
PR
OSP
EC
T
D
PI STA 42+50
= 1°13’47", LT
PR
OP. & E
XIS
T. C.A. &
R/
W
PR
OP. R/
W
& C.A.
IN
TE
RC
EP
TO
R
V
DT
PROP R/W
AND SLOPE CONST.
TEMP. ESMT. FOR ENTRANCE
AND REVEGETATION
ENTRANCE CONST.
FOR DIVERSION,
TEMP. ESMT.
(HUSBAND & WIFE)
DIANE D. BODI
MICHAEL J. BODI
MARLENE O. GORDON (WIFE)
SAMUEL GORDON AND
(HUSBAND & WIFE)
PAULA A. EMBRY
DONALD L. EMBRY
(HUSBAND & WIFE)
ZITA M. COFFEY
DONALD F. COFFEY
COMMUNITY ASSOC., INC.
WOLF PEN WOODS
(HUSBAND & WIFE)
DENISE A. McCLINTON
D. SCOTT McCLINTON
(Do
Not
Re
move
Landscapin
g)
RESIDENTIAL ENTRANCE
DISTURB LIMITS
DIVERSION
(UNMARRIED)
C. PHILIP UTLEY
CARNEY WOLF PEN, LLC
(HUSBAND & WIFE)
MARGARET A. HANSON
STEPHEN P. HANSON AND
(HUSBAND & WIFE)
KASSY A. PARROTT
WILLIAM H. PARROTT, JR.
(HUSBAND & WIFE)
ROYA MAZHARI DAROWEI
AZIM GHAZIPOUR
(HUSBAND & WIFE)
SUSAN J. DUNCAN
BRADLEY J. DUNCAN
TREE)
REMOVE
(DO NOT
TREES)
REMOVE
(DO NOT
(MARRIED)
THOMPSON
JEFFERY S.
0’ 100’ 200’50’
Runout = N/A
Runoff = N/A
e = NC
E = 7.33’
R = 200.00’
L = 106.69’
T = 54.64’
= 30°33’48", LT
PI STA 10+73.76
AND REVEGETATION
DIVERSION CONST
EASEMENT FOR
TEMP.
15 TONS DGA
4 TONS AS, 10 TONS AB,
W/ 29’ - 15" ENTRANCE PIPE
CONST 10’ ENTRANCE
STA 13+13.61
RT SPRINGDALE ROAD
SP
RIN
GD
ALE R
OA
D
SPRINGDALE ROAD
61 SQ YDS 6" CEM CONC ENT PVMT
W/ 29’ - 15" ENTRANCE PIPE
STA 13+13.61 CONST 10’ ENTRANCE
RT SPRINGDALE ROAD
LIMITS
DISTURB
DIVERSION
SEE PROFILE SHEETS R45 & R46
! STA 50+05.29 WOLF PEN BRANCH RD
! STA 82+75.83 KY 841 =
L
60°15’37"
85°
AND REVEGETATION
DIVERSION CONST
TEMP. EASEMENT FOR
CONC WALL
WALL
CONC
50’
R
40’R
37’R
59°56’51"
90°
ACCESS ESM’T
45’ EMERGENCY
WOLFPEN WOODS CT
WO
LFP
EN
WO
ODS
DR
GR
EE
NG
AT
E
CT
SUBJECT TO CHANGE
PRELIMINARY
STA 43+50 TO STA 55+00
BEGIN TAPER
STA 54+00
100’ TAPER
BEGIN CONSTRUCTION
STA. 8+50.00
OLDE CREEK WAY CONNECTOR
B STA 35+60.84 RAMP B
! STA 49+26.55 WOLF PEN BRANCH RD=
37’
R
30’R
35’
R
35’
R
15’R
35’
R
15’
R
Runout = N/A
Runoff = N/A
e = NC
E = 0.86’
R = 200.00’
L = 36.92’
T = 18.51’
= 10°34’41", LT
PI STA 9+27.97
STA 47+30 - STA 48+63LT WPBR ROCK PATRN CONC WALL - -
LT WPBR ROCK PATRN CONC WALL
-
- - -
SIDE STA TO STA DESCRIPTION HEIGHT
BARRIER, WALL AND FENCE CONSTRUCTION CHART
LIN FTTYPE
STA 45+30 - STA 47+30LT WPBR - - -GUARDRAIL
RT WPBR ROCK PATRN CONC WALL - - -
ROCK PATRN CONC WALL - - -
STA 50+95 - STA 52+24
STA 51+15 - STA 52+50
LT SPRING
BEGIN CONSTRUCTION
STA. 43+50.00
WOLF PEN BRANCH ROAD
! STA. 10+00.00 SPRINGDALE ROAD
! STA. 47+60.00 WOLF PEN BRANCH ROAD=
END CONSTRUCTION
STA 55+00.00
WOLF PEN BRANCH ROAD
OLD CREEK WAY CONNECTOR
! STA 10+00.00
WOLF PEN BRANCH ROAD=
! STA 52+45.00
END CONST
STA 9+90.00
14’
93’R
BEGIN CONST
STA 10+10.04
END CONSTRUCTION
STA. 13+50.00
SPRINGDALE ROAD
9.6’
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
CONC WALL
END TAPER
STA 8+76.00
(REMOVE)
STA 10+19.8 - STA 11+27.7
RT WPBR ROCK PATRN CONC WALL - - -STA 48+18.9 - STA 48+81
WALL AND 2ND ROW OF TREES
DO NOT DISTURB FORMAL ENTRANCE
END TAPER
STA 8+64
9.3’EXISTING
MATCH
MATCH EXISTING
END TAPER
STA 55+00
10’1
0’
9.9’
11.5’
10’
10’
32’
33.5’
STA 51+06.96
END BRIDGE
STA 48+73.62
BEGIN BRIDGE
WALL
CONC
10’1
0’
EXIS
TIN
G
MA
TC
H
N53°47’11"E
10.4’
10.3’
10’10’
MATCH
EXISTIN
G
END TAPER
WOLF PEN BRANCH ROAD
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R04400
PL.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R44
STA 43+50 TO STA 55+00
SCALE: 1"=
600
590
580
585
575
570
565
560
595
605
610
615
620
625
630
640
645
600
590
580
585
575
570
565
560
595
605
610
615
620
625
630
640
645
635
650
635
555
PROPOSED KY 841
BEGIN CONSTRUCTION
STA 43+50.00
WOLF PEN BRANCH ROAD
END CONSTRUCTION
STA 55+00.00
WOLF PEN BRANCH ROAD
SUBJECT TO CHANGE
PRELIMINARY
INTERPOLATED BASE OF RDZ
DATUM
DATUM
WOLF PEN BRANCH ROAD
HORIZONTAL 50’SCALE: 1" =
VERTICAL5’ 1" =
January
31, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R04500
PF.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R45
STA 43+50 TO 55+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50
598.29
600.71
603.92
618.31
620.51
599.95
599.23
598.81
598.73
598.99
599.61
600.56
601.
87
603.52
605.47
607.47
609.47
611.47
613.47
615.47
617.38
618.97
620.24
621.
18
621.
78
622.07
622.02
621.
73
601.
20
600.72
599.97
599.03
597.56
596.28
595.77
595.87
596.18
596.69
607.74
609.74
612.19
614.49
616.52
619.14
619.50
619.78
619.95
621.
18
55+00 55+50 56+00 56+50 57+00 57+50
615.60
621.
43
621.
53
621.
16
620.17
618.83
617.17
VPI 43
+50.00
Ele
v 599.95
PV
C 43
+75.87
Ele
v 599.56
LO 44
+86.354
Ele
v 598.714
VPI 45
+75.87
Ele
v 596.50
PV
T 47
+75.87
Ele
v 604.50
PV
C 50
+63.09
Ele
v 615.99
VPI 52
+38.09
Ele
v 622.99
HI 53
+67.738
Ele
v 622.086
PV
T 54
+13.09
Ele
v 621.
95
VPI 55
+00.00
Ele
v 621.
43
-1.53%
-0.60%
-0.60%
+4.0
0%
+4.0
0%
+4.0
0%
-1.53%
HLSD=338.78’
400.00’ VC
SSD=409.83’
350.00’ VC
GROUND LINE
EXISTING
PROFILE
PROPOSED
!
ST
A 82
+75.83
KY 841
!
ST
A 50
+05.29
WO
LF P
EN
BR
AN
CH
RD
=
ST
A 48
+73.62
BE
GIN
BRID
GE
ST
A 51+
06.96
EN
D
BRID
GE
19.43’
RAMP B
KY 841
SBKY 841
NB
!
ST
A. 10
+00.00
SP
RIN
GD
AL
E
RO
AD
!
ST
A. 47
+60.00
WO
LF P
EN
BR
AN
CH
RO
AD
=
B
ST
A 35
+60.84
RA
MP
B
!
ST
A 49
+26.55
WO
LF P
EN
BR
AN
CH
RD
=
L
OL
D
CR
EE
K
WA
Y
CO
NN
EC
TO
R
!
ST
A 10
+00.00
WO
LF P
EN
BR
AN
CH
RO
AD
=
!
ST
A 52
+45.00
620
600
590
610
625
620
615
610
605
600
590
595
625
630 630
610
605
620
615
610
605
625
END CONSTRUCTION
STA 13+50.00
SPRINGDALE ROAD
SPRINGDALE ROAD
605
615
BEGIN CONSTRUCTION
STA 10+10.04
SPRINGDALE ROAD
620
615
625
BEGIN CONSTRUCTION
STA 8+50.00
OLDE CREEK WAY CONN. END CONSTRUCTION
STA 9+90.00
OLDE CREEK WAY CONN.
OLDE CREEK WAY CONNECTOR
SUBJECT TO CHANGE
PRELIMINARY
DATUM
DATUM
SPRINGDALE ROAD &
HORIZONTAL 50’SCALE: 1" =
VERTICAL5’ 1" =
January
31, 2012
DA
TE P
LO
TT
ED:
jhiero
ny
mus
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R04600
PF.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R46
OLDE CREEK WAY PROFILES
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
PROFILE
PROPOSED
GROUND LINE
EXISTING
VPI 10
+00.00
Ele
v 603.89
PV
C 10
+40.00
Ele
v 603.26
LO 10
+73.00
Ele
v 603.00
VPI 11
+00.00
Ele
v 602.32
PV
T 11
+60.00
Ele
v 604.80
VPI 13
+50.00
Ele
v 612.66
-1.57%
4.14%
603.89
603.13
603.18
604.41
606.46
608.53
610.59
612.66
600.87
599.87
601.
65
606.62
608.47
610.58
612.85
615.01
616.93
618.65
603.89
603.13
603.18
604.41
606.46
608.53
610.59
612.66
HLSD=137.09’
VC=120.00’
598.73
6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
615.39
615.01
615.41
617.61
618.60
619.41
616.29
617.81
619.34
620.76
616.29
Ele
v 616.29
VPI 10
+00.00
+3.27% +2.0
0%
PROFILE
PROPOSED
GROUND LINE
EXISTING
Ele
v 621.
10
Ele
v 620.85
VPI 8
+48.10 VPI 9
+87.60
