3-8902.00 PLAN PAGE.pdf
PDF 736 KB Posted
- Attached to
- Demolition Svc Allen Co P. 05
- Solicitation number
- RFB 605 2500000023 2
- Issued by
- Anderson County, Kentucky
About this file
This is a plan page document from the Kentucky Department of Highways for the Commonwealth of Kentucky, Allen County, detailing roadway improvements to Kentucky Highway 98 (Brownsford Road) from Station 265+00 to the end of construction at Station 276+50. The project encompasses right-of-way acquisition, pavement removal, ditch construction with various channel linings, entrance construction at multiple locations, perforated pipe underdrain installation, and edge key construction. Specific quantities include removal of approximately 1,678 square yards of existing pavement, removal of 435 linear feet of existing guardrail, construction of 22 linear feet of edge key, safeloading of 4 cubic yards of existing 18-inch pipe, and installation of multiple perforated pipe underdrains. The ditch construction involves varying depths and types of channel lining using geotextile fabric and either Class II or Class III stone, with quantities ranging from 5 to 146 square yards per section. The project also requires temporary easements for entrance construction and proposes right-of-way acquisition with specific bearing distances and arc specifications detailed for property boundaries.
The plan document includes entrance construction tables for both right and left sides of the roadway, specifying width, asphalt, aggregate, headwall specifications, and 15-inch entrance pipe requirements at multiple stations. The document references related files including a cost estimate letter, solicitation documentation, improvements to be removed specifications, aerial pins, right-of-way documentation, and Google Maps imagery showing the project location near Allen County Public Library at 9725-9527 State Highway 98, Fountain Run, Kentucky 42133. The plan was created using OpenRoads Designer software and shows horizontal scaling of 1 inch equals 50 feet with detailed station-by-station specifications for construction activities and utility easements including water lines and electric lines.
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Text version
SPRING CORPORATION
DB. 244 PG. 165
SPRING CORPORATION
DB. 325 PG. 733 (TRACT I)
DB. 140 PG. 157 (Water Line Esmt.)
SPRING CORPORATION
DB. 325 PG. 733 (TRACT II)
DB. 140 PG. 157 (Water Line Esmt.)
DELMA VIBBERT
DB. 106 PG. 680
DB. 325 PG. 733 (Sell-Off)
DB. 140 PG. 157 (Water Line Esmt.)
P
P
P
P
Ex . 3
0' Wate r L ine Ea sement
Ex. 3 0' Water
Line Ease ment
Ex. 30' W ater Line
Easement
Ex. 60' E lectric Li ne Easement
Ex. 60' Electric Line Easement
SPRING CORPORATION
DB. 244 PG. 165
P
P
P
OS
T
TEL PED
P
OS
T
P
OS
T
P
OS
T
W M
TE
L
P E
D
E x . B a rb e d W ire F e n ce
Ex. Woven Wire Fence
G rass
" C
MP
P
OS
T
15" C
MP
Ex.
Bar bed Wire
Fen ce
Ex. Chain
Link Fenc e
Ex. Barb ed
Wire Fen ce
Ex. Barbed
Wire Fence
1E E x
C o n c r e te W a ll
S teps
IP
F ram e B arn
1-Story
Frame
F r a m e
S h e d
F r a m e
G a r a g e
(A b a n d o n e d
S to r y
F r a m e
(A b a n d o n e d
C M
P
C M
P
4E
4E
4E
4E
20"
8"
27"
29"
Ex. Outlet
Not Found
" P
V C
4" P
VC
0 2
.8
P T
S59°06'49 "E
.3
P
O E
Runoff (Out) = 48'
Runoff (Out) = 192'
Runout (In) = See Profile Sheets
Runoff (In) = See Profile Sheets e = 8.0%
63.00'E =
960.00'R =
677.31'L =
353.44'T =
LT40°25'27"Δ =
266+69.99PI STA
Spec. Dt.
Spec. Dt.
Spec. Dt.
Spec. Dt.
Spec. D t.
Sp ec . D t.
P ip e
P ip e
15" 15"
15"
(S a fe lo a d
B
J
Disturb Limits
Disturb Limits
Distu rb Li mits
4' Shldr. (2' Paved)
4' Shldr. (2' Paved)
4' Shldr. (2' Paved)
4' Shldr. (2' Paved)
'1
STA. 276+46
END CONSTRUCTION
25'
R
R
294' R
¡ KY 98
Existing R/W
Existing R/W
Existing R/W
Existing R/W
KY 98 (BROWNSFORD ROAD)
Easement Temporary
Easement Temporary
Easement Temporary
Pro po se d
R/W
Proposed R/W
Proposed R/W
Proposed R/W
& Prop osed R
/W
E xisting R
/W Proposed R/W
Pavement Remove
KY 98 (BROWNSFORD ROAD)
Pr. R/W
Proposed R /W
Easement Temporary
Easement Temporary
25'
R
R
4'
R
194'R
25'R
Disturb Limits
Pavement Remove
S&F I/O I.E.=752.17
S&F H dwl.
O.E .=738
.70
S&F I/O I.E.=749.50
S&F Hdwl.
O.E.=747.29
Spec. Dt. 2
R
STA. 276+50
END R/W
ACQUISITION
Outlet Channel PI
269+25, 150.75' RT.
Fill E
x. D itch
Outlet Channel POE
269+39.11, 198.15' RT.
150'R
Slope Break
Slope Break
Slope BreakPerf . Pip e
'1
Exi stin g R /W
& P rop ose d R /W
Existing R/W
M A T
C H L
IN
E S
T A
Rt. Sta. 265+00 to Sta. 266+61 Remove 500 Sq. Yds. of Existing Pavement.
Rt. Sta. 266+67 to Sta. 269+05 Remove 743 Sq. Yds. of Existing Pavement.
Rt. Sta. 266+74 to Sta. 270+55 Remove 435 Lin. Ft. of Existing Guardrail.
Sta. 276+46 Construct 22 Lin. Ft. of Edge Key.
--88-12276+15
264-14812270+55
--209-12266+75
EACHLFSQUARE YARDSFT
S&M HDWL.15" ENTR. PIPEAGGREGATEASPHALTWIDTH
STA.
ENTRANCE CONSTRUCTION TABLE (RT)
255-12812275+00
255-12012273+92
--244-12272+00
EACHLFSQUARE YARDSFT
S&M HDWL.15" ENTR. PIPEAGGREGATEASPHALTWIDTH
STA.
ENTRANCE CONSTRUCTION TABLE (LT)
Approximate Sta. 274+33 Safeload 4 Cu. Yds. of Existing 18" Pipe.
Approximate Rt. Sta. 271+72 to Lt. Sta. 274+50 Construct Perforated Pipe Underdrain (285 Lin. Ft.
4" Perf Pipe, 10 Lin. Ft. 4" Non-Perf Pipe & 1 - Cored Hole Drainage Conn to Headwall)
Approximate Rt. Sta. 274+50 Construct Perforated Pipe Underdrain (11 Lin. Ft.
4" Perf Pipe, 10 Lin. Ft. 4" Non-Perf Pipe & 1 - Cored Hole Drainage Conn to Headwall)
59 SY37 TON1'CL II2' F.B.275+26 TO 275+80
25 SY16 TON1'CL II2' F.B.274+48 TO 274+72
21 SY14 TON1'CL II2' F.B.274+20 TO 274+40
137 SY86 TON1'CL II2' F.B.272+30 TO 273+66
-237 SY1'ECB2' F.B.269+29 TO 271+70
-127 SY1'ECB2' F.B.268+00 TO 269+21
-342 SY1'ECB2' F.B.265+00 TO 268+00
GEO. FAB. 1QUANTITYDEPTHTYPE
CHANNEL LINING
SIZE/TYPESTA. TO STA.
DITCH CONSTRUCTION LT CL
100' +75
75' +50
75' +00
30' +50
30' +50
45' +75
105' +25
65' +50
155' +65
190' +40
185' +00
57.24' +00
112.92' +65
141.09' +75
90.50' +55
72.89' +30
42.00' +90
49.13' +65
71.18' +6775'
+50
75' +25
95' +12
98' +75
75' +54
75' +45
75' +48
180' +72
187' +01
145' +33
95' +85
95' +13
63' +28
63' +03
103' +21
120' +90
75' +33.35
130 SY130 TON1'CL III2' F.B.274+40 TO 275+85
78 SY78 TON1'CL III2' F.B.273+50 TO 274+35
-109 SY1'ECB2' F.B.272+50 TO 273+50
-125 SY1'ECB2' F.B.271+15 TO 272+50
7 SY5 TON1'CL II2' F.B.271+11 TO 271+15
139 SY87 TON1'CL II2' F.B.269+28 TO 270+48
29 SY29 TON1'CL III2' F.B. INT.268+73 TO 268+93
-172 SY1'ECB2' F.B. INT.268+12 TO 268+73
74 SY74 TON1'CL III2' F.B.268+50 TO 269+23
-135 TON1'ECB2' F.B.267+05 TO 268+50
146 SY92 TON1'CL II2' F.B.265+00 to 266+45
GEO. FAB. 1QUANTITYDEPTHTYPE
CHANNEL LINING
SIZE/TYPESTA. TO STA.
DITCH CONSTRUCTION RT CL
(k)
(i)
(a)
(b)
(c)
(h)
(g)
(d)
(f)
(l)
(e
(o)
(n) (m)
(a)
(b)
(c)
(d)
(e)
(f)
(g)
S41°39'14"E
S36°23'49"E
S56°43'48"E
S59°06'49"E
S55°17'54"W
Arc = 274.54'
LC = N66°57'07"W 274.14'
R = 1462.40' Left
N72°19'48"W
206.77'
160.77'
238.47'
333.35'
50.90'
222.53'
R/W BEARINGS DIST.
(j)
(h)
(i)
(j)
(k)
Arc = 140.81'
LC = N67°01'47"W 140.60'
R= 761.05' Right
Arc = 224.21'
LC = N36°29'27"W 217.03'
R = 254.50' Right
Arc = 95.72'
LC = N08°18'42"W 95.68'
R = 932.65' Right
N05°22'17"W 35.20'
R/W BEARINGS DIST.
(l)
(m)
(n)
(o)
S59°06'49"E
S46°26'00"E
N59°06'49"W
Arc = 62.79'
LC = N60°20'37"W 62.79'
R = 1462.40' Left
16.65'
205.00'
174.91'
R/W BEARINGS DIST.
(y
(q
(x) (w
(t)
(s
(v
(p)
(q)
(r)
(s)
(t)
(u)
(v)
(w)
(x)
(y)
Arc = 22.20'
LC = S67°25'53"E 22.20'
R = 821.05' Left
S21°47'39"W
Arc = 48.76'
LC = S69°49'42"E 48.76'
R = 861.05' Left
N18°32'57"E
Arc = 12.60'
LC = S71°53'26"E 12.60'
R = 821.05' Left
S72°19'48"E
S32°36'31"W
S73°28'30"W
N48°44'11"W
N03°33'53"E
40.00'
40.00'
24.44'
42.08'
45.77'
48.07'
52.75'
R/W BEARINGS DIST.
(p)
(r)
(u)
(ii) (hh)
(z)
(gg
(ff)(ee)
(bb)
(c c )(a a
(dd)
(z)
(aa)
(bb)
(cc)
(dd)
(ee)
(ff)
(gg)
(hh)
(ii)
Arc = 222.95'
LC = S65°52'17"E 222.71'
R = 1402.40' Right
S28°40'58"W
Arc = 28.95'
LC = S60°43'02"E 28.95'
R = 1382.40' Right
N29°52'58"E
Arc = 24.56'
LC = S59°36'55"E 24.56'
R = 1402.40' Right
S59°06'49"E
N70°25'25"W
N80°54'54"W
N31°02'28"W
N56°09'14"W
20.00'
20.00'
174.91'
76.49'
161.55'
85.00'
150.20'
R/W BEARINGS DIST.
79.49' +05.28
99.80' +03.27
62.00' +28.28
8.73' +40.74
30.00' +75.09
28.65' +12.32
119.48' +44.00
122.97' +33.25
161.48' +42.66
174.08' +02.56135.40'
+93.76
38.75' +23.69 31.04'
+21.17
51.02' +21.94
50.21' +50.88
30.22' +50.53
30.00' +75.09
134.30' +83.31
158.11' +15.72
67.15' +54.46
(jj)
(kk)
(ll)
(mm)
(nn)
R/W BEARINGS DIST.
Arc = 101.88'
LC = S08°18'42"E 101.84'
R = 992.65' Left
Arc = 227.07'
LC = S36°29'27"E 268.20'
R = 314.50' Left
Arc = 70.61'
LC = S64°11'35"E 70.58'
R = 821.05' Left
S72°19'48"E 198.09'
Arc = 46.61'
LC = S71°22'41"E 46.61'
R = 1402.40' Right
(jj)
(kk)
(ll)
(mm)
(nn
+80.40
Note: All Temporary Easements are for Entrance Construction.
DRAWING TITLE:KY 98 PLANY
K
C U
T
NE
K F
O HTLAE
W
N O
M M
O C
D
N
AT
S EW DETI
N
U
L L
AF EW DEDI
VI
D STA. 265+00 TO END
DEPARTMENT OF HIGHWAYS
COMMONWEALTH OF KENTUCKY
SHEET NO.
CABINET
TRANSPORTATION
KENTUCKY 1"=50'SCALE:
HORIZONTAL SCALE
0' 100' 200'50'
OpenRoads Designer v10.16.2.267
COUNTY OFITEM NO.
ALLEN03-08902.00
backhermsUSER: P:\PR60424\ELECTRONIC ENGINEERING DATA\SHEETS\03_008902_00_R_PL_PR.DGNFILE NAME:
R7
PLANS
RIGHT OF WAY
Jordan Hampton Highlight
Jordan Hampton Highlight
Jordan Hampton Polygon
Jordan Hampton Polygon
Jordan Hampton Polygon
| Cost Estimate Letter-03-8902.00 with letterhead.pdf |
| Andy Beshear |
| Jim Gray |
| 3-8902 SolicitationTC 62-218.pdf |
| 03-8902.00 Improvements to be Removed.pdf |
| Aerial Pins.pdf |
| Allen County Public Library to 9725-9527 State Hwy 98, Fountain Run, KY 42133 - Google Maps.pdf |
| Pages from 03_08902_00_RightofWay.pdf |
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