Campbell Co plan sheet.pdf
PDF 597 KB Posted
- Attached to
- Demolition Svc Campbell Co.
- Solicitation number
- RFB 605 1900000216 1
- Issued by
- Campbell County, Kentucky
About this file
This is a construction plan sheet for Campbell County, Kentucky, detailing the Pooles Creek Road and Pooles Creek Connector project. The document outlines a roadway improvement project involving the reconstruction and widening of existing pavement along Pooles Creek Road from Station 62+00 to Station 74+24.57, with a connector entrance at Station 10+00.00 to Station 13+46.13. The project includes pavement removal and replacement, ditch construction with various channel linings, installation of drainage pipes (ranging from 8 inches to 30 inches in diameter), and right-of-way acquisition. The plan specifies pavement widths of 12 feet with paved shoulders of 2 feet and earth shoulders of 6 feet, along with entrance pavement specifications. The project involves multiple curved sections with defined point of curvature, point of tangency, and intersection points, requiring precise grading and drainage management throughout the construction limits.
The plan identifies multiple private property owners whose land will be affected by the right-of-way and construction limits, indicating that Kentucky Transportation Cabinet (KYTC) owns the entire property with all existing improvements to be removed. The document includes detailed utility information, including existing water mains, sanitary sewer lines, and various utility structures such as catch basins, manhole inverts and rims, and storm drainage pipes. The sheet was prepared using MicroStation software and is dated September 23, 2016, with a revision date of September 28, 2016. The plan was plotted by user Mike Bezold and is identified as Sheet R19 of the project plans (Item No. 6-8105.05).
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Other files
| File | Type | Posted |
|---|---|---|
| Final_RFB_605_1900000216_1_SO_FORM.PDF | ||
| Campbell Co google map.pdf | ||
| Campbell Co aerial map.pdf | ||
| Campbell Co Photos.xml | XML file |
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Text version
Ex
R/ W
200’ N62°
0’0"E
84.95
+16.88
142.
16’
N58 °42
’1"E
18.60
+96.40
84.51’
.15
PROPOSED R/W
59.03’
+65.38
14.79’
+53.95 26.19’
+39.38
68.75’
+48.81
69.95’
+49.09
9.60’
+53.38
261.2 4’ S61°3
1’16"W
S ’4
"E
N61°44 ’30"E
123.99
112.36
11.63’
.6
.93
N4 5°4
5’8 "E
49.24’ N85°0’36"E
146.07 ’ N61°44
’30"E
.0
S °3
’4
"E
N ’2
1"W
.7
N4 0°
’16
"E
.8
N ° 1 ’1 "E
.0
1’
5.
N4 1° 7’ 5"
E
.6
2’
.4
6’
3.
N4 6°
’2 2"
E
.7
7’
N ’4
"W
247.01’
+64.41198.20’
+22.11
1.0
8’ N4
5°4 5’8
"E
PC 11+46.49
P T
PI 12+62.18
AND C/A
PROPOSED R/W
N86°37’2"E
212.32’
Ex
Pr op
R/ W
E x
P r o p
R
W
Ex P ro p.
R /W
39.73’
+12.97
50.17’
+47.68
74.61’
+18.29
E A S
E M
E N
T T
E M
P
Po ol es C re ek R d.
AND C/A
PROPOSED R/W
R/ W
C/
A
PROP
OS
ED
.8
182.03’
30.29’
96.61’
181.12’ S 70°3
9’51"E
52.6 5’
EASEMENT
TEMPORARY
EASEMENT
TEMPORARY EASEMENTS
TEMPORARY
EASEMENT
TEMPORARY
EASEMENT
TEMPORARY
N54 °45
’16" E
.02
W/R.
porP&.xE
Cre ek
Rd.
Poo les
N59° 3’27
"E 87.4
4’
N ’0
"W
S
’4
"E
’4
’4
1°
’2
"EW/R .porP & .xE
N55
°58 ’33
"E
3.1
5’
91.47’ N85°16’0"E
.3
.1
S
°3 ’3
"W
Memorandum 12-04 as per KYTC Design considered "QL C"
All utilities are
P R
O P
O S
E D
R
W
C
A
’00.219 =R ,69.792 =CRA ,36.692 ,E"4’6°17N =DROHC
POST
POST
SIGN
SIGN
POST
POST
POST
POST
C r u s h e d
S t o n e r iv e
Location Unknown)
(Lateral Field of Filled Septic Tank
Approx. Location
Drive
Stone
Crushed
S I G
N
C P
B o x
C u lv e r t
E x
’x
IP
WM
WM
E x
C
M P
SI
GN
8.
Ex In v.
499.60
Ex. Inv.
501.08
Ex. Inv.
496.48
Ex. Inv.
12" Catalpa
8" Sycamore
IP
IP
502.33
Ex. Inv.
500.82
Ex. Inv.
C M P
E x
12" Locust
12" Locust
WM
Dec k
Wood
Pad Con c.
Sto ne Wal l
Sh edWoo de n
WM
WV
E x
C C P
WM
E x "R
C P
Ex.
12" C
MP
WV
C r u s h d t o iv e
WM
WM
IP
12" Maple
C r u s h o iv e
WM
WM
IP
E x
" C M
P
Inv. = 495.39
Rim = 504.14
Ex. Sewer M.H.
Inv. = 494.04
Rim = 504.62
Ex. San. M.H.
Inv. = 494.34
Rim = 501.65
Ex. San. M.H.
Inv. = 499.10
Rim = 505.39
Ex. San. M.H.
Inv. = 499.78
Rim = 509.14
Ex. San. M.H.
Inv. = 505.46
Rim = 514.38
Ex. San. M.H.
Inv. = 516.18
Rim = 522.60
Ex. San. M.H.
Inv. = 517.28
Rim = 526.19
Ex. San. M.H.
Inv. = 519.80
Rim = 524.64
Ex. San. M.H.
Inv. = 496.14 (15" Out)
Inv. = 502.48 (12" In)
Rim = 513.52
Ex. Sewer M.H.
Rim = 518.99
Ex. Sewer M.H.
Location Unknown)
(Lateral Field of Filled Septic Tank
Approx. Location
Propane
Tank
Location Unknown)
(Lateral Field of Filled Septic Tank
Approx. Location
511.75
Ex. Inv.
510.30
Ex. Inv.
534.48
Ex. Inv.
517.71
Ex. Inv.
Inv. = 526.36
T.G.= 527.43
Ex. C.B.
Inv. = 519.43
T.G.= 521.25
Ex. C.B.
Inv. = 517.64 (30")
Inv. = 519.46 (12")
T.G.= 521.00
Ex. C.B.
513.69
Ex. Inv.
520.22
Ex. Inv.
518.26
Ex. Inv.
518.17
Ex. Inv.
516.75
Ex. Inv.
CM
PEx
Ga ra geMe ta l S idi ng
Ex
CMP
Creek Road
366 Pooles
Vinyl
1-Sty.
D r iv e s
C r u s h o n e
E x
C M
P
E x
C M
P
1" R
C P
Cr ee k Ro ad
Po ol es
Bl oc k Bs mt w/ Co nc
1-S ty
Br ic k
E x
C M
P
Cree k Ro ad347 Pool es
Road Creek Pooles
Cr ee k Ro ad
1 P oo le s
Barricades
Bridge
Concrete
D r iv e C o n c r e t e
Roa d
Cre ek
Poo les
Roa d
Cre ek
Poo les
Existing
A s p h a lt iv e
Roa d
Cre ek
Poo les
Roa dCre ek
Poo les
Roa d
Cre ek
Poo les
E x
C
M P
Po ole s C re ek Ro ad
1-S ty . B ric k w/ Ba semen t
Ba rn
Sid ing
Me ta l
A s p h a lt
A s p h a lt
As ph al t
Concrete Asphalt
E x
S a n
S e w e r
Ex
" S an
Se wer
PIPE
15"
PIPE
15"
CHURCH
TABERNACLE
CHARITY
MARGIE ANN RAINES
P
P
P
MEADER
DELORIS
DARRELL &
P
P
P
P
P
M A
T C
H L I N
E
S
T A
P I
S t a
P C
S t a
P T
S t a
P C
S t a
P I
S t a
P T
S t a
P
O T
S t a
N 63° 36’29
" E
N 85°00’36" E N 61 °44’3
0" E
S
’2
E
Ex.
6" Wa ter Main
Ex.
8"
San . S ewer
Ex. 8 " San
. Sewer
Ex
8" S an
Se w er
.DR KEERC SELOOP ! DESOPORP
WIDTHSTATION
PIPE
(INCHES)
SIZE
(SQ YD)
QUANTITY
PAVEMENT
TYPE
ENTRANCE
PAVEMENT &
12’
12’
(LF)
LENGTH
POOLES CREEK CONNECTOR
POOLES CREEK RD.
2’ PAVED SHLDR. 6’ EARTH SHLDR.
2’ PAVED SHLDR.
2’ EARTH SHLDR.
R
’ R
2’ PAVED SHLDR.
6’ EARTH SHLDR. STA. 73+50.00
END CONSTRUCTION
RT - 69+43
LT - 71+75
RT - 72+38 12’
LT - 72+96 15’
11.00
+00
11.00
+00
DISTURB LI
MITS
DISTURB LIMITS
DIS
TURB
LIM
ITS
GRAUS
JERRY L. & SHARON
BETTY RACKE (DECEASED)
STEFFEN
KURT & FELICIA
Pond
20’
LT - 68+00
12’
12’ 84
RT - 12+82
CONNECTOR
12’
14’ 96
MAINLINE
RT - 131+74
ENTRANCES
Runout= 38.46’ Runoff= 75.00’ e= 3.90% E= 8.85’ R= 500’ L= 186.77’ T= 94.48’
= 21° 24’ 06" RT
PI STA 63+50.12
D
Runout= 32.26’ Runoff= 50.00’ e= 3.10% E= 20.60’ R= 982.00’ L= 398.80’ T= 202.19’
= 23° 16’ 06" LT
PI STA 68+36.42
D
STATION RANGE TYPE CLASS
CHANNEL LINING
MATERIAL
(FT.)
D
(FT.)
T
(FT.)
WIDTH
BOTTOM
DITCH CONSTRUCTION NOTES
POOLES CREEK ROAD
POOLES CREEK CONNECTOR
10+75 TO 12+90.71 RT.
10+75 TO 12+95.24 LT. 0
NORMAL
NORMAL
NORMAL
NORMAL
LARRY LEAP, JR.
2’ PAVED SHLDR.
6’ E
ARTH SHLDR.
2’ F.B. DITCH
2’ F.B. DITCH
2’ F.B. D
ITCH
62+00 TO 64+50 RT.
OUTSIDE DISTURB LIMITS
PAVEMENT REMOVAL
P
2’ F.
B. D
ITCH
P I P
E
P I P
E15
" PIP
E
BLANKET
TYPE
(FT.)
D (S.Y.)
QNT
(TONS)
QNT
T.R.M. I
T.R.M. I
22’
LT - 66+50
21.00’
+33.66
21.00’
+83.65
21.00’
+58.25
21.00’
+79.94
21.00’
+27.43
21.00’
+21.44
21.00’
+66.35
21.00’
+16.35
21.00’
+58.76
21.00’
+90.25
21.00’
+53.44
21.00’
+11.97
10’R
10’R
10’R 10’R
10’R
10’R
RALPH & DENA ANTHONY
P
EDGE KEY
CONSTRUCT 20 L.F.
POOLES CREEK CONNECTOR STA. 10+00.00
POOLES CREEK ROAD STA. 65+95.00 =
ASPH - RES
CONC - RES
ASPH - RES
ASPH - RES
ASPH - RES
ASPH - RES
ASPH - RES
ASPH - RES
POOLES CREEK RD.
REMOVAL
PAVEMENT
LIMITS OF
2NORMAL
2NORMAL T.R.M. I
2NORMAL
62+00 TO 65+38.50 LT.
65+38.50 TO 71+00 LT.
71+00 TO 71+50 LT.
71+94 TO 72+50 LT.
73+12 TO 73+98 LT. SPECIAL 0 E.C.B.
E.C.B.
E.C.B.
E.C.B.
E.C.B.
143.8
146.8
300.9
222.2
499.1
44.4
49.8
57.3
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
SHEWALTER
LOUISE
145.00’
+25.00
31.25’
+24.95
47.30’
+24.95
27.28’
+49.95
47.30’
+49.95
65.00’
+15.00 75.00’
+20.00
SHARON GRAUS
JERRY &
144.48’
+89.54
141.44’
+92.91
168.45’
+04.64
165.49’
+07.98
78.22’
+57.82
88.14’
+59.01
94.51
+20.03
0’ 100’ 200’50’
PARTNERSHIP
LIMITED
AA FAMILY
STEVEN L. GRAUS
HAYES
RANDALL & DIANA
GRAWE TRUST
COLLEEN & GARY
PLANS
RIGHT OF WAY
RIGHT OF WAY
PROPOSED POOLES CREEK ROAD
N39°30’44"W
CONTINUATION
FOR SEE SHEET R7
109.80’
+96.96
GRADE TO DRAIN TO DITCH
INSTALL 36’ OF 15" ENTRANCE PIPE
2 N76°8’13"E 92.20’
2 72.46’
+49.05
21.15’
HAYES
RANDALL & DIANE
DISTURB LIMITS
24.00’
+40.0011.00’
+40.00
6’ EARTH SHLDR.
61.00
+54.73
73.64’
+34.00
Runout= n/a Runoff= n/a e= NC E= 21.53’ R= 300.00’ L= 220.83’ T= 115.69’
= 42° 10’ 30" RT
PI STA 12+62.18
D
" P
I P
E
20’
44.65’
+81.09
45.00’
+10.00
P.C. Conn.
83.04’
+75.00
80.00’
+50.00
49.89’
+67.00
S
°1 1’0
6" W
N77°02’07"E
N55 °18
’42 "E
190’R
155.00’
+55.00
3 38.33’S47°24’21"E
85.00’
+45.00
ACCESS
CONTROL
END
70.00’
+13.46
70.00’
+86.54
74.93’
+86.47 74.93’
+13.53
70.00’
+12.21
70.00’
+65.00
85.00’
+65.0085.00’
+34.23
70.00’
+34.23
70.00’
+85.00
ACCESS
END CONTROL
70.00’
+33.03 70.00’
+44.66
70.00’
+57.02
57.54’
+59.50
35.00’
+63.99
35.00’
+10.05 49.10’
+09.99
31.49’
+45.76
W a t
M a in
Ex
109.59’
+77.44
ARC= 72.41’, R= 912.00’
CHORD= N82°44’07"E, 72.39’
POOLES CREEK ENTRANCE STA. 10+00.00
POOLES CREEK CONNECTOR STA. 11+50.00
P C
P T
P I
POOLES CREEK ENTRANCE
Runout= n/a Runoff= n/a e= NC E= 3.65’ R= 200.00’ L= 75.83’ T= 38.38’
= 21° 43’ 25" LT
PI STA 10+92.11
DSTA. 13+46.13
CONSTRUCTION
END
R/W Revision 9-28-2016
POOLES CREEK ROAD
S e p t e m b e r
D A
T E
P
L O
T T
E m ik e b e z o ld
U S
E R
S
H E
T
A
M E
R
P L
M ic r o
S t a t io n v
COUNTY OF ITEM NO. SHEET NO.
CAMPBELL 6-8105.05 R19
STA. 62+00 TO STA. 74+24.57
POOLES CREEK CONNECTOR SCALE: 1"=50’
C
P W
W O
R K
C H
A R
L E S
M C
C A
F F
E R
T Y
D
R
P L
D G
N F I L
A
M
Right of Way
Existing Pooles Creek Road
2 S28°30’44"E 3.35’
3 Sta. 73+10.07
4 Sta. 72+43.23
5 S47°29’16"W 40.61’
6 S47°28’15"W 117.80’
7 Sta. 70+14.40 19.78’
Sta. 71+68.11
27.36’
34.77’8 N88°11’25"E
8.72’9
Sta. 12+95.81
8.50’10 Sta. 12+95.89
38.57’11 S47°24’21"E
14.25’
31.65’ robertc.davis Polygonal Line robertc.davis Polygon robertc.davis Polygon robertc.davis Polygon robertc.davis Polygon robertc.davis Text Box KYTC owns entire property. All improvements to be removed.
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