10-8906.00 PLAN SHEET.pdf
PDF 254 KB Posted
- Attached to
- Grave Relocation Perry Co
- Solicitation number
- RFB 605 2200000469 2
- Issued by
- Montgomery County, Kentucky
About this file
This is a plan sheet document for a transportation infrastructure project involving Perry County Fiscal Court in Kentucky. The project, designated as 10-8906.00, involves safety improvements on Kentucky Highway 80 from Leslie County to Kentucky 451, with specific work occurring at the McIntosh Cemetery site. The plan sheet covers the roadway segment from Station 200+00 to Station 209+50 and includes construction of ditch work, edge keys, channel lining, guardrail installation, and asphalt pavement removal and construction. The project encompasses multiple construction elements including erosion control blanket (ECB) ditch construction on both mainline left and right sections, installation of approximately 837.5 linear feet of existing guardrail along the right side, steel "W" beam guardrail construction of 312.5 linear feet, removal of 50 linear feet of guardrail at Station 204+00, and removal of asphalt pavement totaling 303, 468, and 162.05 square yards at various locations. Channel lining work involves Class III material with depths ranging from 1.0 to 2.0 feet across multiple station intervals, with quantities measured in square yards and tonnage.
The plan sheet indicates coordination with multiple property owners identified in deed books and includes construction of an asphalt paved entrance at Station 207+25.00. Drainage infrastructure includes 18-inch and 24-inch storm and filter boxes with inlets and outlets at specified elevations. The project document references a McIntosh Cemetery location and includes existing utilities such as electrical lines, telecommunications, and water/wastewater systems that require protection during construction. The plan was plotted on March 10, 2020, and the file references solicitation information designated as 12F0-FD52-097-9441701R associated with safety improvements on Kentucky 80 in Leslie County.
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Text version
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LOCATION OF
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D.B. 346 - PG. 741
ANTHONY & TIMOTHY MELTON
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29.61
201+00.00
-29.13
209+50.00
216-321
CHARLES DAVID STONE
PERRY 10-8906.00
SCALE: 1"=50' PLAN SHEET
STA 200+00 - STA 209+50
SITE 3 ALTERNATE B
R9B
BEGIN PROJECT
STA 201+00.00
IE 886.89
IE 882.40
885.59
OE
GRAVEL
IE 882.23
OE 881.67
END PROJECT
STA 209+50.00
HAZARD
H Y D E N
P
P
OE
.77
IE
81.
BLOCK GARAGE
GRAVEL
OE 876.28
IE 879.13
D.B. 360 - PG. 41
ALLIE ASHER
DB. 210 - PG. 145
MARY L WOODS
D.B. 280 - PG. 129
GLENN BAKER
D.B. 169 - PG. 485
BILLY FRANK & JOYCE HURLEY
D.B. 323 - PG. 114
JANET & WILLIAM BLAIR
D.B. 367 - PG. 447
VANNA CAROL & SAMMY NAPIER
D.B. 269 - PG. 33
SUSAN & WESTON PRATT
D.B. 346 - PG. 741
ANTHONY & TIMOTHY MELTON
DB 361 PG 441
DAVIDSON
REBECCA
STEPHEN &
Z 885.19
18-56-03
164.45
205+60.25
214.15
205+19.08
194.78
205+00.41
Z 884.60
18-56-04
P r R
W P r
W
I.E. 880.43 I-O - 18"
S&F BOX
I-O - 18"
S&F BOX
I-O - 24"
S&F BOX
I.
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O.E. 879.32
I-O - 24"
S&F BOX
24"
O.E. 877.05
I.E. 877.65
I.G. 881.19
TYPE 1
INLET
DROP BOX
9.
74O.
E.
CONSTRUCT ASPHALT PAVED ENTRANCE
136.2207+25.0
RIGHT STATION SQUARE YARDS
POB
49+
25.
RIGHT STATION SQUARE YARDS
REMOVE ASPHALT PAVEMENT
203+50 - 203+76 19
203+93 - 205+42
203+72 - 207+02
162.05
205+13.58
204+81.68
120.11' LT,
"McINTOSH"
HEADSTONE
-60.00
201+00.00
-100.00
201+50.00
-120.00
203+25.00
-200.00
203+50.00
-200.00
204+00.00
-170.00
204+50.00 -180.00
206+25.00
-150.00
206+50.00
-130.00
208+75.00
Pro p R /W
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STA 50+00.00 ENT RT
STA 207+25.00 KY 80 =
CONSTRUCT EDGE KEY
STATION LIN FEET
22201+00
209+50 22
STA. TO STA.
CHANNEL LINING
TYPE QUANTITYDEPTH THICKNESS
TYPE/SIZE
1.0 FTECB
SPCL. V
1.0 FT
ECB
SPCL. V
SPCL. 4' FLAT BOT
SPCL. V
ECB
1.0 FT
1.0 FT
CLASS III 2.0 FT 69 TON
96 SQ YD
STA. TO STA.
CHANNEL LINING
TYPE QUANTITYDEPTH THICKNESS
TYPE/SIZE
ECB
DITCH CONSTRUCTION "MAINLINE" --- LEFT
1.0 FTECB
SPCL. V
1.0 FT
ECB
SPCL. V
SPCL. VAR FLAT BOT
(SEE CROSS-SECTIONS)
SPCL. 4' FLAT BOT
SPCL. 4' FLAT BOT
ECBSPCL. V
SPCL. 4' FLAT BOT
201+00 - 201+50
201+50 - 202+00
202+00 - 205+00
205+00 - 206+50
207+00 - 207+75
207+75 - 208+00
208+00 - 208+50
208+50 - 209+50 ECB
1.5 FT
1.5 FT
1.25 FT
1.5 FT
CLASS III
73 SQ YD
84 SQ YD
100 SQ YD
2.0 FT 24 TON
84 SQ YD
90 SQ YD
837.5 LIN FEET EXISTING GUARDRAIL
RT STA. 201+00 to RT. STA. 206+75 REMOVE
STA 204+00, 50 LIN. FT. 1 END TREATMENT TYPE 1
STA 201+00, TIES TO EXISTING GUARDRAIL
LIN. FT. STEEL "W" BEAM GUARDRAIL-SINGLE FACE
RT. STA. 201+00 TO RT. STA. 204+00 CONSTRUCT 312.5
DITCH CONSTRUCTION "MAINLINE" --- RIGHT
4' FLAT BOT
206+50 - 207+00 4' FLAT BOT ECB 1.0 FT 67 SQ YD
203+73.7 - 203+95.6 CLASS III 2.0 FT 53 TON
203+95.6 - 206+00.0 4' FLAT BOT
206+00.0 - 206+40.0 CLASS III 1.0 FT 2.0 FT 84 TON
205+10.0 - 205+50.0 SPCL. V CLASS III 1.0 FT 2.0 FT 78 TON
205+50.0 - 206+02.0 SPCL. V 70 SQ YD
206+02.0 - 206+44.4 1.0 FT
206+44.4 - 207+82.7 SPCL. V 185 SQ YD
207+93.3 - 209+00.0
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FOR DRAINAGE
PERM. ESMT
HDWL 18"
S&F 37.42
202+08.00
50.00
202+08.00
50.00
202+30.00 41.25
202+30.00
M a rc h
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E=15.49'
R=644.05'
L=279.68'
T=142.08'
PI 210+97.55
RUNOUT
RUNOFF
E=181.03'
R=600.00'
L=833.70'
T=500.01'
PI 206+20.74
SEE X-SEC.
| McIntosh Solicitation NEwiest |
| 3County |
| Perry |
| 12F0-FD52-097-9441701R |
| Sfty Impr on KY 80 Leslie Co. to KY 451 |
| Cemetery Name |
| McIntosh Cemetery |
| DESCRIPTION |
| TC 62-52 Grave data sheet |
| P30 Cemetery Plat |
| CEMETERY drawing rhaven |
| 20191209_111903 |
| Robert McIntosh |
| IMG_0213 |
| 62-65 62-64 |
| PERRY COUNTY FISCAL COURTnew |
| Pages from 10-8906 JI Plans |
| gearth |
| directions |
| KY-80 |
| Take KY-451 S and KY-15 S to Ponderosa Dr in Jeff |
| Drive to Rest Haven Cemetery Rd |
| Rest Haven Cemetery Rd |
Rhaven estimate
File details come from the government source that posted it. Updated .