10-9019.00 PLAN PAGE.pdf
PDF 441 KB Posted
- Attached to
- Demolition Svc Powell Co P. 08
- Solicitation number
- RFB 605 2400000789 1
- Issued by
- Rowan County, Kentucky
About this file
This is a plan sheet document from the Commonwealth of Kentucky Department of Highways for Powell County, detailing infrastructure improvements to Halls Lane (Project 10-9019.00). The project encompasses roadway construction and improvements extending from Station 49+79.81 to Station 54+00.00, with construction limits beginning at Station 49+91.77. The scope of work includes ditch construction with various channel linings (surfaced "V" ditches and trapezoidal configurations) totaling approximately 282 square yards across multiple stations, standard curb and gutter installation for 458 linear feet along Halls Lane, sidewalk construction consisting of 247 square yards of 5-foot concrete sidewalk on the left side between Stations 50+11 and 54+00, entrance pipe installations at three locations (Stations 51+12.00, 51+60.00, and 52+92.00) with widths ranging from 9 to 19 feet, and sodding of 324 square yards. Additional features include sidewalk ramps, perforated and non-perforated drainage pipe, and storm sewer information with technical specifications for the curve geometry and runoff parameters.
The plan sheet indicates this is a detailed design document prepared by the Kentucky Transportation Cabinet showing horizontal and vertical alignment data, property boundary information, and utility considerations. The document notes that contractors must coordinate with Kentucky 811 (KY 811) for underground utility location notification at least two to ten business days prior to excavation, and must exercise extreme caution when working near gas lines. The plan identifies several property owners in the project area including Cider Hill LLC, Graham's, Kelly Jean Brown, Donald Block, and Powell County Board of Education, along with Clark Energy Cooperative. The document was plotted on September 7, 2005, and includes references to supporting documents such as before-improvement photographs, a cost estimate memo, and a full-size plan sheet.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
N26° 56'
16" W
N16°52'59"E
S I G
N
S I G
N
S A
N M
H
S A
N M
H
S I G
N
W V
S A
N M
H
S I G
N
I P
I P
S I G
N
S A
N
F M
I P
I P
P O
S T
S
S
S A
N M
H
C P
SAN
FM
C O
M M
E R
C I A
L
C O
N C
R E
T E
F
O U
N D
A T I O
N
S
T O
R Y
C O
M M
E R
C I A
L
F D
T N
C O
N C
R E
T E
S
T O
R Y
R E S I D
E N
T I A
L
B R I C
K
S
T O
R Y
R E S I D
E N
T I A
L
F O
U N
D A
T I O
N
C O
N C
R E
T E
S
T O
R Y
R E S I D
E N
T I A
L
F O
U N
D A
T I O
N
C O
N C
R E
T E
S
T O
R Y
R E S I D
E N
T I A
L
C O
N C
R E
T E
F
O U
N D
A T I O
N
S
T O
R Y
T1
T1
C 2, E
E1
E2
E
E2
E2
T1
E2
E2
T1
T1, E1
T
T1
T1
E
E4E3
C1,T
C1
C1,T
E1
E1 E1
E1
E1
S H
E D
S H
E D
S H
E D
18" PIPE
15" PIPE
" P
I P
E
SIGN
SIGN
.1
P C
.7
.5
C
.8
P O
B
.0
M A
T C
H L
IN
E
S
-108.00'
+27.00
-89.93'
+93.00
85.60'
+80.67
90.81'
+24.00
74.81'
+25.19
64.00'
+25.00
54.32'
+25.00
-79.25'
+37.26
-36.00'
+70.67
-36.00'
+37.79
-36.00'
+75.00
-24.00'
+25.00
-24.00'
+62.12
-91.21'
+00.00
97.05'
+74.39 65.17'
+80.00
38.77'
+90.00
55.00'
+93.00
-103.13'
+23.00 -108.00'
+75.00
-67.00'
+56.00
SLOPE CONST.
TEMP. ESMT. FOR
ESMT.
DRAINAGE
PERMANENT
CONST.
SLOPE AND ENTR.
TEMP. ESMT. FOR
K Y
11/
K Y
R=25'
R=25'
-83.00'
50+44.08
R
-126.00'
53+62.07
R
R
T O
S T A
N T O
N
T O
C
LA
Y
C
IT
Y
1'
1' 7 SQYD
SIZE/TYPE
CHANNEL LINING
QUANTITYTYPE TD
DITCH CONSTRUCTION
SURF 'V'
STA TO STA
RT
LT/
RT
RT 58 SQYDTRM 1
RT SURF 'V' TRM 1 1' - 64 SQYD
51+30.50 - 51+39.25 TRM 1
51+95 - 52+77
53+20 - 53+94 SURF 'V'
RT 50+40 - 50+89.50 SURF 'V' TRM 1 1' 50 SQYD-
CONST. LIMITS
CONST. LIMITS
5' CONC. SIDEWALK
-46.00'
+70.67
-91.21'
+36.13
74.85'
+09.96
72.00'
+88.00
52.65'
+94.08
A
N 57°39'19" E - 12.02'A
R=37.00'; ARC=53.10'; CHORD=N 16°32'33" E - 48.66'B
B
C
N 65°25'47" E - 10.00'C
N 16°52'59" E37.21'
N
°2 '4 " E
.4
N 16°52'59" E37.12'
N 8°33'40" E 68.72'
S 6°05'13" E
62.97'
N
°1
'0
W .4
N 20 °38'2
8" W
38.6 3'
CONST.
FOR ENTR.
TEMP. ESMT.
CONST.
SLOPE AND ENTR.
TEMP. ESMT. FOR
PROP. R/W
PROP. R/W
N
°2
'4
E
.3
D
R=990.00'; ARC=52.86'; CHORD=S 56°20'58" W - 52.86'D
'99.
- W"73'0
5°3N=DROHC ;'71.391=CRA ;'00.762=R
S 3°19'49" W - 511.58' N 3°19'49" E
90.13'
E
R=977.21'; ARC=65.85'; CHORD=S 61°54'29" W - 65.84'E
CIDER HILL LLC
GRAHAM'S
P
P
GRAHAM'S CIDER HILL LLC
P
BROWN
KELLY JEAN
P
DONALD BLOCK
P
COOPERATIVE
CLARK ENERGY
P
OF EDUCATION
POWELL CO. BOARD
KY 11 / KY 15 =
HALLS LANE STA. 49+79.81
-38.72'
+06.18
9.03'
+08.64
BEGIN CONSTRUCTION
STA. 49+91.77
BEGIN RIGHT OF WAY
STA. 50+00.00
R=20'
R=20'
R=20'
71.00'
50+51.84 72.75'
+48.60
59.27'
+45.00
26.36'
+81.58
40.27'
+82.85
60.56'
+26.06
LT. CONST. 324 SY SODDING
STD. CURB & GUTTER CONSTRUCTION
LT/
RT
STA. TO STA. LENGTH
458'
HALLS LANE
49+87 - 54+00LT
RT 49+94 - 50+89.50 125'
STD. HEADER CURB TYPE 2
LT/
RT
STA. TO STA. LENGTH
17'
HALLS LANE
50+16 - 50+26RT
P
RAMP TY. 4
SIDEWALK
RAMP TY. 1
SIDEWALK
CURB TY.2
HEADER
STD.
HDWL. TY.4
PERF. PIPE
PIPE
4" PERF.
PERF. PIPE
4" NON-
PIPE
4" PERF.
ENTRANCE CONSTRUCTION
LT/
RT
STATION
LOCATION
WIDTH
SQYD
ASPHALT
ENTRANCE
PIPE
19'
9' 76
155 42'-15" ENTR. PIPE
44'-15" ENTR. PIPE52+92.00
51+60.00RT
RT
RT 51+12.00 12' 104 32'-15" ENTR. PIPE
TYPE
COMM.
RES.
RES.
SIDEWALK
5' CONC.
LT
SIDEWALK 4" CONCRETE CONSTRUCTION
WIDTH
50+11 - 54+00
STA. TO STA.
5' 247
LT/
RT
SQYD
HALLS LANE
RT 49+94 - 50+25 5' 31
DET.
WARNING
SQFT
BEFORE YOU DIG
utility companies have facilities in the area.
may be necessary for the contractor to contact the County Court Clerk to determine what excavation with the utility owners, including those whom do not subscribe to KY 811. It members of the KY 811 one-call Before-U-Dig (BUD) service. The contractor must coordinate contractor should be aware that owners of underground facilities are not required to be a minimum of two (2) and no more than ten (10) business days prior to excavation. The for information on the location of existing underground utilities. The call is to be placed
The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system
WARNING
CAUTION WHEN WORKING NEAR GASLINES.
THE CONTRACTOR SHALL EXERCISE EXTREME
DBI TY.13G (MOD.)
T.G. 686.96
FL. 682.29
STORM SEWER INFORMATION
PI STA. 51+49.46
(X)= 5463606.4571 (Y)= 3937393.0349
D= 43^49'15" RT
C= 24^49'12.12" T= 92.91' L= 176.67' R= 231.00' E= 17.98' e= 7.00% Runoff= 120' Runout= 34'
HALLS LANE
PI STA. 54+06.95
(X)= 5463682.6120 (Y)= 3837643.9573
D= 12^54'04" LT
C= 17^15'27.95" T= 37.54' L= 74.75' R= 332.00' E= 2.12' e= NC
HALLS LANE
EDGE KEY
CONST. 144 LF
DISTURB
DO NOT
N 2 6°5
6'1 6"
W
36.
13'
15" ENTR. PIPE
15" ENTR. PIPE
15" ENTR. PIPE
DRAWING TITLE:PLAN - HALLS LANEY
K
C U
T
NE
K F
O HTLAE
W
N O
M M
O C
D
N
ATS
EW DE
TI
N
U
L L
A
F EW DE
DI
VI
D
TO STA 54+00.00 STA 49+91.77
DEPARTMENT OF HIGHWAYS
COMMONWEALTH OF KENTUCKY
SHEET NO.
CABINET
TRANSPORTATION
KENTUCKY SCALE: 1" = 20'
HORIZONTAL SCALE
0' 40' 80'20'
OpenRoads Designer v10.16.2.267
COUNTY OFITEM NO.
Powell10-9019.00 abakerUSER: G:\ENGR\HD1355.06 POWELL COUNTY\PHASE II\10-9019 HALLS LANE\CAD\PLAN PRODUCTION\PLAN\PLAN SHEET 1.DGNFILE NAME: 9/7/2005 7:08:02 PMDATE PLOTTED:
R3
Logan Hembree Polygon
| TC 62-218 solicitation.pdf |
| Before Improvement Photographs Log Updated |
| google earth image Halls Lane |
| 10-9019.00 Plan Update_Full Size |
| Plan Sheet 1 |
| Cost Estimate Memo-10-9019 |
| TC 62-201 |
File details come from the government source that posted it. Updated .