September 19, 2017 - Home | KYTC...s e p t e m b e r 18, 2 0 17 d a t e p l o t t e d: d a r r e n....
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September 19, 2017 CALL NO. 301 CONTRACT ID NO. 171239 ADDENDUM # 1 Subject: Menifee County, FD04 SPP 083 0036 002-005 Letting September 29, 2017 (1)Revised – Plans – R2D, R5, R9, R23, R44, & R45 (2)Revised – Bid Items – Pages 74-75 of 75 Proposal revisions are available at http://transportation.ky.gov/Construction- Procurement/. Plan revisions are available at http://www.lynnimaging.com/kytransportation/. If you have any questions, please contact us at 502-564-3500. Sincerely, Rachel Mills, P.E. Director Division of Construction Procurement RM:ks Enclosures
Transcript of September 19, 2017 - Home | KYTC...s e p t e m b e r 18, 2 0 17 d a t e p l o t t e d: d a r r e n....
September 19, 2017
CALL NO. 301
CONTRACT ID NO. 171239
ADDENDUM # 1
Subject: Menifee County, FD04 SPP 083 0036 002-005
Letting September 29, 2017
(1)Revised – Plans – R2D, R5, R9, R23, R44, & R45
(2)Revised – Bid Items – Pages 74-75 of 75
Proposal revisions are available at http://transportation.ky.gov/Construction-
Procurement/.
Plan revisions are available at http://www.lynnimaging.com/kytransportation/.
If you have any questions, please contact us at 502-564-3500.
Sincerely,
Rachel Mills, P.E.
Director
Division of Construction Procurement
RM:ks
Enclosures
PIPE DRAINAGE SUMMARY
SH
EET
NO.
SKEW
TOTAL PROJECT
UNIT TO BID
ITEM CODE
REMARKS
CO
VE
R
HEIG
HT
DESIG
N p
H
LE
VE
L
R5
R5
R5 28+14.60 2°49'44" LT.
KY 36 - SECTION A
PIPEENTRANCE
15"
CULVERT PIPE
440
LINEAR FEET
20+41.00 18°52'13" RT.
EACH
24" 30" 42"
CL
AS
S III
CH
AN
NE
L
LININ
G
2484
TONS
8100
CU YD
CL
AS
S "A
"
CO
NC
RE
TE
LINEAR FEET
R5
1
SUITER ROAD
R7
IN
LE
T-
OU
TL
ET
30"
S
&
F
BO
X
EACH
R7
KY 36 - SECTION G
4°18'25" LT.R7
110+63.80 51°59'54" LT.
115+70.80
91
EACH
1
1
1451466 1452494464 469 1453
19+42.00
24+80.00
M
M
M
M
M
M
M
M
1.0
12.6
3.8
1.0
0.5
2.0
1.0
1.9
61
LINEAR FEET
M7.0
STONEQUARRY ROAD
R5 5651+78.11
TONS
10
54
13
1 1 156549156 10 404
5°35'00" LT.
56
CL
AS
S I A
CH
AN
NE
L
LININ
G
2482
R5
LIN FT
IN
LE
T-
OU
TL
ET
24"
S
&
F
BO
X
A
A
A
EQUIV.
48"
EQUIV.
30"60"
499 472
100
TONS
2483
117
39
CL
AS
S II
CH
AN
NE
L
LININ
G
33 1.99
32+51.77 25°20'41" RT. 54 38
50+63.64 25°01'37" LT. 69
69 117
22533EN
IN
SP
EC
TIO
N
PIP
ELIN
E
24814EC
36
36
135
135100
(1) 24" STD. HEADWALL
EACH EACH EACH EACH EACH
HE
AD
WA
LL - 30 IN
PIP
E
CU
LV
ER
T
HE
AD
WA
LL - 42 IN
PIP
E
CU
LV
ER
T
HE
AD
WA
LL - 60 IN
PIP
E
CU
LV
ER
T
1210 1211 1214 1217 1220
HD
WL - 30 IN
EQ
UIV
PIP
E
CU
LV
ER
T
HD
WL - 48 IN
EQ
UIV
PIP
E
CU
LV
ER
T
2
2
1
1
2
1 1 2 2 1 1.99
166
HE
AD
WA
LL - 24 IN
PIP
E
CU
LV
ER
T
1208
EACH
2
2
CU YD
EX
CA
VA
TIO
N
DIT
CH
20597EC
124
45
40
209
22
67.5
30.5
19.5
45.5
34.5
28
247.5
(MO
DIFIE
D)
IN
LE
T-
OU
TL
ET
36"
S
&
F
BO
X
CU YD
FIL
L
FL
OW
AB
LE
2220
2
2
8
7
3
6
28
(7'-3"X5'-11")
ARCH
PIPE
PLATE
STRUCT
ALLOY
ALUMINUM
CAPACITY OF 4,000 PSF BELOW THE STRUCTURE.
BY THE PROJECT ENGINEER. ALSO INCLUDED IN THIS BID ITEM ARE ALL WORK AND MATERIALS REQUIRED TO OBTAIN A MINIMUM BEARING
HEADWALLS/WINGWALLS DEPICTED IN THIS PLAN SET ARE INFORMATIONAL ONLY, DRAWINGS SHOULD BE SUBMITTED TO AND APPROVED
STRUCTURE: STRUCTURE EXCAVATION, BACKFILL, AND ALL ITEMS NECESSARY TO CONSTRUCT CONCRETE HEADWALLS/WINGWALLS.
OF THE ALUMINUM ALLOY STRUCTURAL PLATE PIPE-ARCH. THE FOLLOWING ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE
THIS BID ITEM INCLUDES, BUT IS NOT LIMITED TO, FLOWABLE FILL, BEDDING, AND ALL ITEMS NECESSARY FOR THE CONSTRUCTION
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COUNTY OF ITEM NO. SHEET NO.
MENIFEE 10-8001.10 R2d
PIPE DRAINAGE SUMMARY
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PIPE DRAINAGE SUMMARY
SH
EET
NO.
SKEW
TOTAL PROJECT
UNIT TO BID
ITEM CODE
REMARKS
CO
VE
R
HEIG
HT
DESIG
N p
H
LE
VE
L
R5
R5
R5 28+14.60 2°49'44" LT.
KY 36 - SECTION A
PIPEENTRANCE
15"
CULVERT PIPE
440
LINEAR FEET
20+41.00 18°52'13" RT.
EACH
24" 30" 42"
CL
AS
S III
CH
AN
NE
L
LININ
G
2484
TONS
8100
CU YD
CL
AS
S "A
"
CO
NC
RE
TE
LINEAR FEET
R5
1
SUITER ROAD
R7
IN
LE
T-
OU
TL
ET
30"
S
&
F
BO
X
EACH
R7
KY 36 - SECTION G
4°18'25" LT.R7
110+63.80 51°59'54" LT.
115+70.80
91
EACH
1
1
1451466 1452494464 469 1453
19+42.00
24+80.00
M
M
M
M
M
M
M
M
1.0
12.6
3.8
1.0
0.5
2.0
1.0
1.9
61
LINEAR FEET
M7.0
STONEQUARRY ROAD
R5 5651+78.11
TONS
10
54
13
1 1 156549156 10 404
5°35'00" LT.
56
CL
AS
S I A
CH
AN
NE
L
LININ
G
2482
R5
LIN FT
IN
LE
T-
OU
TL
ET
24"
S
&
F
BO
X
A
A
A
EQUIV.
48"
EQUIV.
30"60"
499 472
100
TONS
2483
117
39
CL
AS
S II
CH
AN
NE
L
LININ
G
33 1.99
32+51.77 25°20'41" RT. 54 38
50+63.64 25°01'37" LT. 69
69 117
22533EN
IN
SP
EC
TIO
N
PIP
ELIN
E
24814EC
36
36
135
135100
(1) 24" STD. HEADWALL
EACH EACH EACH EACH EACH
HE
AD
WA
LL - 30 IN
PIP
E
CU
LV
ER
T
HE
AD
WA
LL - 42 IN
PIP
E
CU
LV
ER
T
HE
AD
WA
LL - 60 IN
PIP
E
CU
LV
ER
T
1210 1211 1214 1217 1220
HD
WL - 30 IN
EQ
UIV
PIP
E
CU
LV
ER
T
HD
WL - 48 IN
EQ
UIV
PIP
E
CU
LV
ER
T
2
2
1
1
2
1 1 2 2 1 1.99
166
HE
AD
WA
LL - 24 IN
PIP
E
CU
LV
ER
T
1208
EACH
2
2
CU YD
EX
CA
VA
TIO
N
DIT
CH
20597EC
124
45
40
209
22
67.5
30.5
19.5
45.5
34.5
28
247.5
(MO
DIFIE
D)
IN
LE
T-
OU
TL
ET
36"
S
&
F
BO
X
CU YD
FIL
L
FL
OW
AB
LE
2220
2
2
8
7
3
6
28
(7'-3"X5'-11")
ARCH
PIPE
PLATE
STRUCT
ALLOY
ALUMINUM
CAPACITY OF 4,000 PSF BELOW THE STRUCTURE.
BY THE PROJECT ENGINEER. ALSO INCLUDED IN THIS BID ITEM ARE ALL WORK AND MATERIALS REQUIRED TO OBTAIN A MINIMUM BEARING
HEADWALLS/WINGWALLS DEPICTED IN THIS PLAN SET ARE INFORMATIONAL ONLY, DRAWINGS SHOULD BE SUBMITTED TO AND APPROVED
STRUCTURE: STRUCTURE EXCAVATION, BACKFILL, AND ALL ITEMS NECESSARY TO CONSTRUCT CONCRETE HEADWALLS/WINGWALLS.
OF THE ALUMINUM ALLOY STRUCTURAL PLATE PIPE-ARCH. THE FOLLOWING ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE
THIS BID ITEM INCLUDES, BUT IS NOT LIMITED TO, FLOWABLE FILL, BEDDING, AND ALL ITEMS NECESSARY FOR THE CONSTRUCTION
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COUNTY OF ITEM NO. SHEET NO.
MENIFEE 10-8001.10 R2d
PIPE DRAINAGE SUMMARY
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Polygon
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Typewritten Text
REVISED 09/18/2017
CONC
HOOP
FORD
KY-36
SIGN
SIGN
SIGN
LOG CABI
N
SHED
CRUSHED
STONE
SHED
FRAME1-S
FRAME1-
S
GRAVEL
PAVILLION
ROOF
FIELD
GATE TO
DISH
SATELLITECABLE
BURIED
FRAME1-S
SHED
FRAME1-S
FRAME1-S
BARN
FRAME1-S
SHED
CR
US
HE
D
ST
ON
E
AS
PH
AL
T
LIGHTPOLE
CO
NC. B
OX
4x3
15" RCP
48" RCP
24"
RC
P
24"
RC
P
18" R
CP
15" R
CP
48" RCP
BOX CULV.
3x3
CONC.
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
2 - T
2 - T
1 -
T
1 - E
4 - E
4 - E
4 - E
1 - E
1 - E
4 - E
1 - E
1 - E4 - E
4 - E
4 - E
1 - E
1 - CATV
1 -
CA
TV
1 - CATV1 - CATV
1 - CATV
1 - CATV
1 - CATV
1 -
CA
TV
1 - CATV
1 -
CATV
6"
PV
C
POND
PINE
TREE
1 - C
ATV1 - T
GONE
GONE
CONC
OB
OB
DECK
GR
AV
EL GRAVEL
GRAVEL
GRAVEL
DIRT
CR. ST
ONE
60" CMP
AS
PH
AL
TS
TO
NE
QU
AR
RY
RO
AD
STONEQ
UARRY CREEK
CREEK
STONEQUARRY
TRIBUTARY OF
STONEQUARRY ROAD STA. 50+00.00
KY 36 STA. 24+19.36 =
11'
STATION WIDTH ENTRANCE PAVEMENT
ENTRANCES - STONEQUARRY ROAD
PROP. STONEQUARRY ROAD
PROP. KY 36
PROP. KY 36
PROP. KY 36
!KY 36
11'
13'
2'
2'
10' F.B. DT.
R=50'
R=50'
10'10'
18'
STATION WIDTH ENTRANCE PAVEMENT
12'
69 S.Y. - ASPHALTRt. 27+59
Rt. 30+88 60 S.Y. - ASPHALT
ENTRANCES - KY 36
835.01
Ex. I.E.
834.27
Ex. I.E.
840.86
Ex. I.E.
841.15
Ex. I.E.
817.20
Ex. I.E. 819.67
Ex. I.E.
807.60
Ex. I.E.
809.26
Ex. I.E.
808.67
Ex. I.E.
813.91
Ex. I.E.
814.89
Ex. I.E.
807.73
Ex. I.E.
812.53
Ex. I.E.
812.34
Ex. I.E.
821.71
Ex. I.E.
820.68
Ex. I.E.
824.96
Ex. I.E. 825.76
Ex. I.E.
PROP.40:1 Taper 11'
11'
2'
2'
13' Lt.
+54.48
40:1 Ta
per
40:1 Ta
per
13' Rt.
+83.42
13' Lt.
+83.42
73' Rt.
+64.66
61' Rt.
+75.89
23' Rt.
+09.36
Widening
End Curve
+34.48, 11' Lt.
EX. R/
W
EX. R/
W
10' Rt.
+59.36
10' Lt.
+59.36
TYPE OF DITCHSTATION TO STATION
DITCH CONSTRUCTION
CONSTRUCTION NOTES
CHANNEL LINING
Disturb Limit
Disturb Limit
*
*CONSTRUCTED IN ROCK
1
P
3
P
4
P
DB. 91 Pg. 498
Lowell Keaton
James Hall
8
P
DB. 58 Pg. 501
James H. Cassidy
Paul J. Cassidy
DB. 98 Pg. 256
Susan Lacy
6
P
DB. 27 Pg. 402
Noah Triplett
7
P
DB. 71 Pg. 630
Ronald Mullins
9
P
DB. 91 Pg. 331
Mark Sands
KY36109
KY36108
0' 100' 200'50'
10' F.B. DT.
STA. 32+82
END CONSTRUCTION
w/ 2 - Terminal Section No. 1
Const. 187.5 L.F. Steel "W" Beam Guardrail (SF)
Rt. Sta. 30+96 to Sta. 32+82
w/ 2 - Terminal Section No. 1
Const. 325 L.F. Steel "W" Beam Guardrail (SF)
Rt. Sta. 27+73 to Sta. 30+80
PR
OP. !
ST
ON
EQ
UA
RR
Y
RO
AD
w/ 2 - Terminal Section No. 1
Const. 100 L.F. Steel "W" Beam Guardrail (SF)
Stonequarry Road Rt. Sta. 51+35 to Sta. 52+13
STA. 52+23
END CONSTRUCTION
END PVMT.
STA. 32+65
END PVMT.
STA. 51+95
e = 6.23%
E = 64.89'
R = 900.00'
L = 663.90'
T = 347.87'
D = 42°15'54" (LT)
P.I. Sta. 23+38.45
e = 4.90%
E = 25.93'
R = 1,350.00'
L = 525.03'
T = 265.88'
D = 22°16'59" (LT)
P.I. Sta. 29+20.36
e = 3.63%
E = 54.35'
R = 2,000.00'
L = 922.12'
T = 469.41'
D = 26°25'01" (LT)
P.I. Sta. 37+32.83
e = NC
E = 7.77'
R = 200.00'
L = 109.73'
T = 56.29'
D = 31°26'11" (LT.)
P.I. Sta. 51+05.91
ELEV. 819.54
121.74' RT. STA. 24+69.21
MONUMENT - KY36109
CONTROL POINTRt. 51+25
ELEV. 840.80
18.69' RT. STA. 33+52.81
MONUMENT - KY36109
CONTROL POINT
Disturb Limit
Disturb Limit
*
*
LT. 20+00 TO 20+50 4' F.B. SPEC.
LT. 20+50 TO 21+00 SPEC. "V"
LT. 21+00 TO 24+50 10' F.B.
LT. 24+50 TO 26+00 10' F.B. SPEC.
LT. 26+00 TO 31+50 10' F.B.
LT. 31+50 TO 32+00 10' F.B. SPEC.
SPEC. "V"LT. 32+00 TO 32+50
Sta. 32+65 Const. 23' Edge Key
Sta. 51+95 Const. 18' Edge Key
ECB - EROSION CONTROL BLANKET
TRM - TURF REINFORCEMENT MAT 1
90 SY TRM
68 SY TRM
124 SY ECB
69 SY ECB
"V" D
T.
SP
EC.
"V" DT.SPEC.
4' F.B. DT.
10' F.B. SPEC. DT.
Owin
gsville
French
burg
EX. R/W
EX. R/W
EX. R/W
EX. R/
W
EX. R/
W
EX. R/
W
90'+00
2'11'
2'
13'
1 - Terminal Section No. 1
w/ 1 - Guardrail End Treatment Type 7 &
Const. 50 L.F. Steel "W" Beam Guardrail (SF)
Stonequarry Road Lt. Sta. 51+18 to Sta. 52+23
DB. 87 Pg. 799
DB. 42 Pg. 669
Shanda M. Cobbs (1/4 Interest)
Dora M. Turner (1/4 Interest)
Mary J. Couch (1/2 Interest)
DB.97 Pg. 337
Anthony Allen Smith
Amy Reffitt (Single)
EX. R/W
DB. 70 Pg. 288
Harry Wright
P1 and P4
Disputed Area Between
DB. 60 Pg. 239
DB. 59 Pg. 734
Dennis Thomas
Rita Thomas
R/W REV. NO. 2, MARCH 13, 2013
191.93'
+09.52
119.79'
+22.66
SHEET R12
INFORMATION SEE
FOR ADDITIONAL R/W
145 S.Y. - ASPHALT
25' R 2
5' R2
5' R
20'
R
25'
R
25' R
General Notes For More Details
Along The Proposed R/W Line - See
White Pines & 4 Saucer Magnolias)
(4 American Hollys, 4 Eastern
Plant 12 Trees @ 15' Spacing
Rt. Sta. 21+75 to Sta. 23+20
42" PIP
E
24"
PIP
E
24"
48"
C
C
20
+00
25
+00
PC
C 26
+54.48
90°
51+00
52+00
53+00
PC Sta. 50+49.63
PT Sta. 5
1+59.36
PT 31+
79.51
PC 32+63.42
30
+00
C
C
C
C
C
C
PI Sta. 2
3+38.4
5
PI Sta. 29+20.36
S 7°31'5
0" E
S 49°47'44" E
S 49°47'44" E
S 72°0
4'43" E
PROP. R/W
PROP. R/W105'
+00
135'
+85
245'
+50
240'
+75
155'
+00
125'
+00
80'
+75.31
49.91'
+70.73
50'
+15
50'
+65
50'
+10
50'
+65
30.06'
+10
30.08'
+65
33.67'
+65
31.63'
+15
50'
+00
30'
+30
30'
+00
30'
+30
88.44'
+52.28
PROP. R/W
15.20'
+3014.81'
+30
PROP. R/
W
75'
+30
90'
+75.10100'
+50
100'
+00
75'
+30
ESMT.DRAIN
.PERM.
ENTR. CONST.FORTEMP. ESMT.
DETOUR CONST.
FOR
TEMP. ESMT.
IMPROVEMENTS
FOR DRAINAGE
TEMP. ESMT.
QLDQLD
Culvert Details, See R44-R45
NOTE: For Stonequarry Rd.
Be Replaced Immediately.
Disturbed On Parcel 3 Shall
NOTE: Any Fence That Is
KY 36 STA. 20+00 TO STA. 32+82
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COUNTY OF ITEM NO. SHEET NO.
MENIFEE 10-8001.10 R5
STONEQUARRY ROAD
STA. 50+00 TO STA. 52+23
C:\
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PL.
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CONC
HOOP
FORD
KY-36
SIGN
SIGN
SIGN
LOG CABI
N
SHED
CRUSHED
STONE
SHED
FRAME1-S
FRAME1-
S
GRAVEL
PAVILLION
ROOF
FIELD
GATE TO
DISH
SATELLITECABLE
BURIED
FRAME1-S
SHED
FRAME1-S
FRAME1-S
BARN
FRAME1-S
SHED
CR
US
HE
D
ST
ON
E
AS
PH
AL
T
LIGHTPOLE
CO
NC. B
OX
4x3
15" RCP
48" RCP
24"
RC
P
24"
RC
P
18" R
CP
15" R
CP
48" RCP
BOX CULV.
3x3
CONC.
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
2 - T
2 - T
1 -
T
1 - E
4 - E
4 - E
4 - E
1 - E
1 - E
4 - E
1 - E
1 - E4 - E
4 - E
4 - E
1 - E
1 - CATV
1 -
CA
TV
1 - CATV1 - CATV
1 - CATV
1 - CATV
1 - CATV
1 -
CA
TV
1 - CATV
1 -
CATV
6"
PV
C
POND
PINE
TREE
1 - C
ATV1 - T
GONE
GONE
CONC
OB
OB
DECK
GR
AV
EL GRAVEL
GRAVEL
GRAVEL
DIRT
CR. ST
ONE
60" CMP
AS
PH
AL
TS
TO
NE
QU
AR
RY
RO
AD
STONEQ
UARRY CREEK
CREEK
STONEQUARRY
TRIBUTARY OF
STONEQUARRY ROAD STA. 50+00.00
KY 36 STA. 24+19.36 =
11'
STATION WIDTH ENTRANCE PAVEMENT
ENTRANCES - STONEQUARRY ROAD
PROP. STONEQUARRY ROAD
PROP. KY 36
PROP. KY 36
PROP. KY 36
!KY 36
11'
13'
2'
2'
10' F.B. DT.
R=50'
R=50'
10'10'
18'
STATION WIDTH ENTRANCE PAVEMENT
12'
69 S.Y. - ASPHALTRt. 27+59
Rt. 30+88 60 S.Y. - ASPHALT
ENTRANCES - KY 36
835.01
Ex. I.E.
834.27
Ex. I.E.
840.86
Ex. I.E.
841.15
Ex. I.E.
817.20
Ex. I.E. 819.67
Ex. I.E.
807.60
Ex. I.E.
809.26
Ex. I.E.
808.67
Ex. I.E.
813.91
Ex. I.E.
814.89
Ex. I.E.
807.73
Ex. I.E.
812.53
Ex. I.E.
812.34
Ex. I.E.
821.71
Ex. I.E.
820.68
Ex. I.E.
824.96
Ex. I.E. 825.76
Ex. I.E.
PROP.40:1 Taper 11'
11'
2'
2'
13' Lt.
+54.48
40:1 Ta
per
40:1 Ta
per
13' Rt.
+83.42
13' Lt.
+83.42
73' Rt.
+64.66
61' Rt.
+75.89
23' Rt.
+09.36
Widening
End Curve
+34.48, 11' Lt.
EX. R/
W
EX. R/
W
10' Rt.
+59.36
10' Lt.
+59.36
TYPE OF DITCHSTATION TO STATION
DITCH CONSTRUCTION
CONSTRUCTION NOTES
CHANNEL LINING
Disturb Limit
Disturb Limit
*
*CONSTRUCTED IN ROCK
1
P
3
P
4
P
DB. 91 Pg. 498
Lowell Keaton
James Hall
8
P
DB. 58 Pg. 501
James H. Cassidy
Paul J. Cassidy
DB. 98 Pg. 256
Susan Lacy
6
P
DB. 27 Pg. 402
Noah Triplett
7
P
DB. 71 Pg. 630
Ronald Mullins
9
P
DB. 91 Pg. 331
Mark Sands
KY36109
KY36108
0' 100' 200'50'
10' F.B. DT.
STA. 32+82
END CONSTRUCTION
w/ 2 - Terminal Section No. 1
Const. 187.5 L.F. Steel "W" Beam Guardrail (SF)
Rt. Sta. 30+96 to Sta. 32+82
w/ 2 - Terminal Section No. 1
Const. 325 L.F. Steel "W" Beam Guardrail (SF)
Rt. Sta. 27+73 to Sta. 30+80
PR
OP. !
ST
ON
EQ
UA
RR
Y
RO
AD
w/ 2 - Terminal Section No. 1
Const. 100 L.F. Steel "W" Beam Guardrail (SF)
Stonequarry Road Rt. Sta. 51+35 to Sta. 52+13
STA. 52+23
END CONSTRUCTION
END PVMT.
STA. 32+65
END PVMT.
STA. 51+95
e = 6.23%
E = 64.89'
R = 900.00'
L = 663.90'
T = 347.87'
D = 42°15'54" (LT)
P.I. Sta. 23+38.45
e = 4.90%
E = 25.93'
R = 1,350.00'
L = 525.03'
T = 265.88'
D = 22°16'59" (LT)
P.I. Sta. 29+20.36
e = 3.63%
E = 54.35'
R = 2,000.00'
L = 922.12'
T = 469.41'
D = 26°25'01" (LT)
P.I. Sta. 37+32.83
e = NC
E = 7.77'
R = 200.00'
L = 109.73'
T = 56.29'
D = 31°26'11" (LT.)
P.I. Sta. 51+05.91
ELEV. 819.54
121.74' RT. STA. 24+69.21
MONUMENT - KY36109
CONTROL POINTRt. 51+25
ELEV. 840.80
18.69' RT. STA. 33+52.81
MONUMENT - KY36109
CONTROL POINT
Disturb Limit
Disturb Limit
*
*
LT. 20+00 TO 20+50 4' F.B. SPEC.
LT. 20+50 TO 21+00 SPEC. "V"
LT. 21+00 TO 24+50 10' F.B.
LT. 24+50 TO 26+00 10' F.B. SPEC.
LT. 26+00 TO 31+50 10' F.B.
LT. 31+50 TO 32+00 10' F.B. SPEC.
SPEC. "V"LT. 32+00 TO 32+50
Sta. 32+65 Const. 23' Edge Key
Sta. 51+95 Const. 18' Edge Key
ECB - EROSION CONTROL BLANKET
TRM - TURF REINFORCEMENT MAT 1
90 SY TRM
68 SY TRM
124 SY ECB
69 SY ECB
"V" D
T.
SP
EC.
"V" DT.SPEC.
4' F.B. DT.
10' F.B. SPEC. DT.
Owin
gsville
French
burg
EX. R/W
EX. R/W
EX. R/W
EX. R/
W
EX. R/
W
EX. R/
W
90'+00
2'11'
2'
13'
1 - Terminal Section No. 1
w/ 1 - Guardrail End Treatment Type 7 &
Const. 50 L.F. Steel "W" Beam Guardrail (SF)
Stonequarry Road Lt. Sta. 51+18 to Sta. 52+23
DB. 87 Pg. 799
DB. 42 Pg. 669
Shanda M. Cobbs (1/4 Interest)
Dora M. Turner (1/4 Interest)
Mary J. Couch (1/2 Interest)
DB.97 Pg. 337
Anthony Allen Smith
Amy Reffitt (Single)
EX. R/W
DB. 70 Pg. 288
Harry Wright
P1 and P4
Disputed Area Between
DB. 60 Pg. 239
DB. 59 Pg. 734
Dennis Thomas
Rita Thomas
R/W REV. NO. 2, MARCH 13, 2013
191.93'
+09.52
119.79'
+22.66
SHEET R12
INFORMATION SEE
FOR ADDITIONAL R/W
145 S.Y. - ASPHALT
25' R 2
5' R2
5' R
20'
R
25'
R
25' R
General Notes For More Details
Along The Proposed R/W Line - See
White Pines & 4 Saucer Magnolias)
(4 American Hollys, 4 Eastern
Plant 12 Trees @ 15' Spacing
Rt. Sta. 21+75 to Sta. 23+20
42" PIP
E
24"
PIP
E
24"
48"
C
C
20
+00
25
+00
PC
C 26
+54.48
90°
51+00
52+00
53+00
PC Sta. 50+49.63
PT Sta. 5
1+59.36
PT 31+
79.51
PC 32+63.42
30
+00
C
C
C
C
C
C
PI Sta. 2
3+38.4
5
PI Sta. 29+20.36
S 7°31'5
0" E
S 49°47'44" E
S 49°47'44" E
S 72°0
4'43" E
PROP. R/W
PROP. R/W105'
+00
135'
+85
245'
+50
240'
+75
155'
+00
125'
+00
80'
+75.31
49.91'
+70.73
50'
+15
50'
+65
50'
+10
50'
+65
30.06'
+10
30.08'
+65
33.67'
+65
31.63'
+15
50'
+00
30'
+30
30'
+00
30'
+30
88.44'
+52.28
PROP. R/W
15.20'
+3014.81'
+30
PROP. R/
W
75'
+30
90'
+75.10100'
+50
100'
+00
75'
+30
ESMT.DRAIN
.PERM.
ENTR. CONST.FORTEMP. ESMT.
DETOUR CONST.
FOR
TEMP. ESMT.
IMPROVEMENTS
FOR DRAINAGE
TEMP. ESMT.
QLDQLD
Culvert Details, See R44-R45
NOTE: For Stonequarry Rd.
Be Replaced Immediately.
Disturbed On Parcel 3 Shall
NOTE: Any Fence That Is
KY 36 STA. 20+00 TO STA. 32+82
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COUNTY OF ITEM NO. SHEET NO.
MENIFEE 10-8001.10 R5
STONEQUARRY ROAD
STA. 50+00 TO STA. 52+23
C:\
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REVISED 09/18/2017
STONEQUARRY ROAD SUITER ROAD
STA. 52+50.00
END CONSTRUCTION
800
805
810
815
820
825
830
835
840
845
850
800
805
810
815
820
825
830
835
840
845
850850
870
875
880
885
890
895
900
905
910910
870
875
880
885
890
895
900
905
910910
STONEQUARRY ROAD STA. 50+00.00
KY 36 STA. 24+19.36 =
DATUM
DATUM
Elev. 840.82
Low Wire
Sta. 51+44
STA. 52+23.00
END CONSTRUCTION
SUITER ROAD STA. 50+00.00
KY 36 STA. 112+54.14 =
50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00
866.4
826.8
821.
31
819.28
816.64
815.01
814.71
822.96
824.48
821.
98
818.97
815.248
SUITER ROAD
Sta. 50+00 to 52+50Earthwork Quantities
552=Emb0=RDZ39=Com0=Emb Bench
Sta. 50+00 to 52+23Earthwork Quantities
STONEQUARRY ROAD
Existing Ground
Existing Ground
Grade
ProposedGrade
Proposed
HORIZONTAL 50'SCALE: 1" =
1" = 5' VERTICAL
66=Emb0=RDZ773=Com0=Emb Bench
EX. 60" CMP
EX. 48" RCP
PVI S
TA. 50
+00.00
PVI S
TA. 50
+23.00
PV
C
ST
A. 50
+25.00
HP
ST
A. 50
+38.50
PVI S
TA. 50
+50.00
PV
T
ST
A. 50
+75.00
2.23%
-6.03%
VC = 50'
SD = 164'
PV
T
ST
A. 51+
95.00
SD = Unlimited
PV
C
ST
A. 51+
45.00
PVI S
TA. 51+
70.00
EL
EV. = 822.96
EL
EV. = 824.39
EL
EV. = 824.99
EL
EV. = 819.27
EL
EV. = 816.82
EL
EV. = 817.76
EL
EV. = 824.44
EL
EV. = 824.59
EL
EV. = 823.49
6.23
%
VC = 50'
-3.75%
@ 2.40%
Spec. "V" Dt.
4.30% Above Datum)
(Plotted 25'
813.42
+50 Lt.
Above Datum)
(Plotted 25'
814.90
+66 Lt.
Above Datum)
(Plotted 25'
815.85
+38 Lt.
PVI S
TA. 50
+00.00
PV
C
ST
A. 50
+15.00
PVI S
TA. 50
+50.00
HP
ST
A. 50
+73.39
PV
T
ST
A. 50
+85.00
PV
C
ST
A. 51+
05.00
LP
ST
A. 51+
40.99
PVI S
TA. 51+
70.00
PV
T
ST
A. 52
+35.00
PVI S
TA. 52
+50.00
6.85
%
-1.36%
3.56%
VC = 70'
SD = 166'
VC = 130'
SD = 164'
Ele
v.= 890.05
Ele
v.= 889.30
Ele
v.= 890.73
Ele
v.= 889.65
Ele
v.= 886.62
Ele
v.= 889.05
Ele
v.= 891.
26
Ele
v.= 889.57
Ele
v.= 887.65
Ele
v.= 888.41
50+00 50+50 51+00 51+50 52+00 52+50
885.4
880.1
886.0
887.3
889.3
819.26
886.62
889.33
889.37
889.07
889.71
891.
26
STRUCT PLATE PIPE-ARCH
7'-3" X 5'-11" ALUMINUM
DESIGN
CHECK
RUNOFF
(cfs)
STORM
(YR)
FLOOD DATA
(ft)
HEADWATER ELEV
10 180 813.02
100 322 815.92
STONEQUARRY ROAD
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COUNTY OF ITEM NO. SHEET NO.
MENIFEE 10-8001.10 R9
STA. 50+00 TO STA. 52+23
SUITER ROAD STA 50+00 TO STA 52+50
C:\
PW
WO
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DA
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EN.B
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D12
92529\
R00900
PF.
DG
NFIL
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STONEQUARRY ROAD SUITER ROAD
STA. 52+50.00
END CONSTRUCTION
800
805
810
815
820
825
830
835
840
845
850
800
805
810
815
820
825
830
835
840
845
850850
870
875
880
885
890
895
900
905
910910
870
875
880
885
890
895
900
905
910910
STONEQUARRY ROAD STA. 50+00.00
KY 36 STA. 24+19.36 =
DATUM
DATUM
Elev. 840.82
Low Wire
Sta. 51+44
STA. 52+23.00
END CONSTRUCTION
SUITER ROAD STA. 50+00.00
KY 36 STA. 112+54.14 =
50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00
866.4
826.8
821.
31
819.28
816.64
815.01
814.71
822.96
824.48
821.
98
818.97
815.248
SUITER ROAD
Sta. 50+00 to 52+50Earthwork Quantities
552=Emb0=RDZ39=Com0=Emb Bench
Sta. 50+00 to 52+23Earthwork Quantities
STONEQUARRY ROAD
Existing Ground
Existing Ground
Grade
ProposedGrade
Proposed
HORIZONTAL 50'SCALE: 1" =
1" = 5' VERTICAL
66=Emb0=RDZ773=Com0=Emb Bench
EX. 60" CMP
EX. 48" RCP
PVI S
TA. 50
+00.00
PVI S
TA. 50
+23.00
PV
C
ST
A. 50
+25.00
HP
ST
A. 50
+38.50
PVI S
TA. 50
+50.00
PV
T
ST
A. 50
+75.00
2.23%
-6.03%
VC = 50'
SD = 164'
PV
T
ST
A. 51+
95.00
SD = Unlimited
PV
C
ST
A. 51+
45.00
PVI S
TA. 51+
70.00
EL
EV. = 822.96
EL
EV. = 824.39
EL
EV. = 824.99
EL
EV. = 819.27
EL
EV. = 816.82
EL
EV. = 817.76
EL
EV. = 824.44
EL
EV. = 824.59
EL
EV. = 823.49
6.23
%
VC = 50'
-3.75%
@ 2.40%
Spec. "V" Dt.
4.30% Above Datum)
(Plotted 25'
813.42
+50 Lt.
Above Datum)
(Plotted 25'
814.90
+66 Lt.
Above Datum)
(Plotted 25'
815.85
+38 Lt.
PVI S
TA. 50
+00.00
PV
C
ST
A. 50
+15.00
PVI S
TA. 50
+50.00
HP
ST
A. 50
+73.39
PV
T
ST
A. 50
+85.00
PV
C
ST
A. 51+
05.00
LP
ST
A. 51+
40.99
PVI S
TA. 51+
70.00
PV
T
ST
A. 52
+35.00
PVI S
TA. 52
+50.00
6.85
%
-1.36%
3.56%
VC = 70'
SD = 166'
VC = 130'
SD = 164'
Ele
v.= 890.05
Ele
v.= 889.30
Ele
v.= 890.73
Ele
v.= 889.65
Ele
v.= 886.62
Ele
v.= 889.05
Ele
v.= 891.
26
Ele
v.= 889.57
Ele
v.= 887.65
Ele
v.= 888.41
50+00 50+50 51+00 51+50 52+00 52+50
885.4
880.1
886.0
887.3
889.3
819.26
886.62
889.33
889.37
889.07
889.71
891.
26
STRUCT PLATE PIPE-ARCH
7'-3" X 5'-11" ALUMINUM
DESIGN
CHECK
RUNOFF
(cfs)
STORM
(YR)
FLOOD DATA
(ft)
HEADWATER ELEV
10 180 813.02
100 322 815.92
STONEQUARRY ROAD
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COUNTY OF ITEM NO. SHEET NO.
MENIFEE 10-8001.10 R9
STA. 50+00 TO STA. 52+23
SUITER ROAD STA 50+00 TO STA 52+50
C:\
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REVISED 09/18/2017
STONEQUARRY ROAD STA. 50+00.00
KY 36 STA. 24+19.36 =
!KY 36PROP.
PHASE 2 CONSTRUCTION
20
+00
25
+00
30
+00
0' 100' 200'50'
LEGEND
PHASE 2 CONSTRUCTION
UNDER TRAFFICPHASE 2A CONSTRUCTION
TRAFFIC THIS PHASE
BARREL @ 20' O.C.
0 10 20 30 40 50-10-20-30-40-50-60-70-80
TRAFFIC ONLY
FOR MAINTENANCE OF
CONSTRUCTED DURING PHASE 1
(NTS)27+00 CRITICAL SECTION
810
820
830
840
850
860
870
880
810
820
830
840
850
860
870
880
STA. 52+23.00
END CONSTRUCTION
STA. 32+82
END CONSTRUCTION
CONC
HOOP
FORD
KY-36
SIGN
SIGN
BARN
SIGN
LOG CABI
N
SHED
CRUSHED
STONE
FRAME1-
S
GRAVEL
PAVILLION
ROOF
FIELD
GATE TO
DISH
SATELLITECABLE
BURIED
FRAME1-S
BARN
FRAME1-S
SHED
AS
PH
AL
T
LIGHTPOLE
15" RCP
48" RCP
24"
RC
P
24"
RC
P
18" R
CP
15" R
CP
48" RCP
BOX CULV.
3x3
CONC.
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
2 - T
2 - T
1 -
T
1 - E
4 - E
4 - E
1 - E
1 - E
1 - E4 - E
4 - E
4 - E
1 - E
1 - CATV
1 -
CA
TV
1 - CATV1 - CATV
1 - CATV
1 - CATV
1 - CATV
1 -
CA
TV
1 - CATV
1 -
CATV
6"
PV
C
POND
PINE
TREE
1 - C
ATV1 - T
GONE
GONE
CONC
OB
OB
DECK
GRAVEL
GRAVEL
DIRT
CR. ST
ONE
60" CMP
AS
PH
AL
TS
TO
NE
QU
AR
RY
RO
AD
STONEQ
UARRY CREEK
CREEK
STONEQUARRY
TRIBUTARY OF
42" PIP
E
24"
PIP
E
24"
48"
C
C
C
PC
C 26
+54.48
90°
51+00
52+00
53+00
PC Sta. 50+49.63
PT Sta. 5
1+59.36
PC 19
+90.5
8
PT 31+
79.51
PC 32+63.42
C
C
C
C
C
C
PI Sta. 2
3+38.4
5
PI Sta. 29+20.36
S 7°31'5
0" E
S 49°47'44" E
S 49°47'44" E
S 72°0
4'43" E
10'
10'
9' 9'
10'
10'
10'
10'
QLDQLD
MATERIALS SHALL BE INCIDENTAL TO THE BID ITEM FOR MAINTAIN AND CONTROL TRAFFIC.
OF THE ALUMINUM PIPE-ARCH. THE DETOUR CONSTRUCTION, INCLUDING ALL LABOR AND
PROPOSED "TEMPORARY EASEMENT FOR DETOUR CONSTRUCTION" TO PHASE CONSTRUCTION
NOTE: THE CONTRACTOR SHALL BUILD A TEMPORARY DETOUR WITHIN THE LIMITS OF THE
KY 36 & STONEQUARRY ROAD
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COUNTY OF ITEM NO. SHEET NO.
MENIFEE 10-8001.10 R23
STA. 20+00 TO STA. 32+82
PHASE 2 MAINTENANCE OF TRAFFIC
C:\
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STONEQUARRY ROAD STA. 50+00.00
KY 36 STA. 24+19.36 =
!KY 36PROP.
PHASE 2 CONSTRUCTION
20
+00
25
+00
30
+00
0' 100' 200'50'
LEGEND
PHASE 2 CONSTRUCTION
UNDER TRAFFICPHASE 2A CONSTRUCTION
TRAFFIC THIS PHASE
BARREL @ 20' O.C.
0 10 20 30 40 50-10-20-30-40-50-60-70-80
TRAFFIC ONLY
FOR MAINTENANCE OF
CONSTRUCTED DURING PHASE 1
(NTS)27+00 CRITICAL SECTION
810
820
830
840
850
860
870
880
810
820
830
840
850
860
870
880
STA. 52+23.00
END CONSTRUCTION
STA. 32+82
END CONSTRUCTION
CONC
HOOP
FORD
KY-36
SIGN
SIGN
BARN
SIGN
LOG CABI
N
SHED
CRUSHED
STONE
FRAME1-
S
GRAVEL
PAVILLION
ROOF
FIELD
GATE TO
DISH
SATELLITECABLE
BURIED
FRAME1-S
BARN
FRAME1-S
SHED
AS
PH
AL
T
LIGHTPOLE
15" RCP
48" RCP
24"
RC
P
24"
RC
P
18" R
CP
15" R
CP
48" RCP
BOX CULV.
3x3
CONC.
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
1 - T
2 - T
2 - T
1 -
T
1 - E
4 - E
4 - E
1 - E
1 - E
1 - E4 - E
4 - E
4 - E
1 - E
1 - CATV
1 -
CA
TV
1 - CATV1 - CATV
1 - CATV
1 - CATV
1 - CATV
1 -
CA
TV
1 - CATV
1 -
CATV
6"
PV
C
POND
PINE
TREE
1 - C
ATV1 - T
GONE
GONE
CONC
OB
OB
DECK
GRAVEL
GRAVEL
DIRT
CR. ST
ONE
60" CMP
AS
PH
AL
TS
TO
NE
QU
AR
RY
RO
AD
STONEQ
UARRY CREEK
CREEK
STONEQUARRY
TRIBUTARY OF
42" PIP
E
24"
PIP
E
24"
48"
C
C
C
PC
C 26
+54.48
90°
51+00
52+00
53+00
PC Sta. 50+49.63
PT Sta. 5
1+59.36
PC 19
+90.5
8
PT 31+
79.51
PC 32+63.42
C
C
C
C
C
C
PI Sta. 2
3+38.4
5
PI Sta. 29+20.36
S 7°31'5
0" E
S 49°47'44" E
S 49°47'44" E
S 72°0
4'43" E
10'
10'
9' 9'
10'
10'
10'
10'
QLDQLD
MATERIALS SHALL BE INCIDENTAL TO THE BID ITEM FOR MAINTAIN AND CONTROL TRAFFIC.
OF THE ALUMINUM PIPE-ARCH. THE DETOUR CONSTRUCTION, INCLUDING ALL LABOR AND
PROPOSED "TEMPORARY EASEMENT FOR DETOUR CONSTRUCTION" TO PHASE CONSTRUCTION
NOTE: THE CONTRACTOR SHALL BUILD A TEMPORARY DETOUR WITHIN THE LIMITS OF THE
KY 36 & STONEQUARRY ROAD
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COUNTY OF ITEM NO. SHEET NO.
MENIFEE 10-8001.10 R23
STA. 20+00 TO STA. 32+82
PHASE 2 MAINTENANCE OF TRAFFIC
C:\
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REVISED 09/18/2017
GENERAL NOTES
SIGN
SIGN
DISH
SATELLITE
24"
RC
P
PT Sta. 5
1+59.36
C
1 - T
6"
PV
C
1 -
CA
TV
809.26
Ex. I.E.
808.67
Ex. I.E.
807.60
Ex. I.E.
807.73
Ex. I.E.
1 - CATV
!
ST
ON
EQ
UA
RR
Y
RO
AD
C
C
C
C PI Sta. 50
+98.40
PI Sta. 50
+26.84
PI Sta. 48+91.35
PI Sta. 48+59.41
Scale 1" = 10'
GENERAL PLAN
CULVERT SECTION
SK. LT.
5°35'00"
52+00
SITUATION SURVEY STA. 50+00.00
M.L. STA. 51+78.11 =
EX. 48" RCP
EX. 60" CMPC
(NOT TO SCALE)
US & DS
Pipe-Arch Aluminum Structural Plate
7' 3"
5' 11"
DESIGN
CHECK
RUNOFF
(cfs)
STORM
(YR)
FLOOD DATA
(ft)
HEADWATER ELEV
10 180 813.02
100 322 815.92
7'-3" X 5'-11", LISTED FLOW AREA OF 34.3 SQ. FT.
CONTECH ALUMINUM STRUCTURAL PIPE-ARCH (OR EQUIVALENT STRUCTURE)
SHOWN IN THESE DRAWINGS IS:
CULVERT AT STA. 51+78.11
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R04400
PD
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
MENIFEE 10-8001.10 R44
SITUATION SURVEY SHEET
C:\
PW
WO
RK\
DA
RR
EN.B
AC
K\
D12
92529\
R04400
PD.
DG
NFIL
E
NA
ME:
WINGWALL ANGLES SHALL BE DETERMINED AND APPROVED BY THE PROJECT ENGINEER.
CAST IN PLACE REINFORCED CONCRETE AND THE DESIGN SHALL BE BASED FROM RDH-400-02 OF THE 2016 STANDARD DRAWINGS.
THE BID ITEM "7'-3" X 5'-11" ALUMINUM ALLOY STRUCTURAL PLATE PIPE-ARCH." HEADWALLS AND WINGWALLS SHALL BE
ALL ITEMS ASSOCIATED WITH THE DESIGN AND CONSTRUCTION OF HEADWALLS AND WINGWALLS SHALL BE INCIDENTAL TO11.
ALLOW 4 WEEKS TIME FOR REVIEW OF THIS MATERIAL.
FOR REVIEW AND ARCHIVAL PURPOSES. THIS INFORMATION WILL BE SUBMITTED TO THE DIVISION OF CONSTRUCTION.
ROAD AND BRIDGE CONSTRUCTION SHOULD BE SUPPLIED AS WELL. INCLUDE ONE SET OF STRUCTURAL DESIGN CALCULATIONS
PROJECT. BACKFILL REQUIREMENTS AND ANY SPECIFICATIONS THAT ARE CONTRARY TO THE KYTC STANDARD SPECIFICATIONS FOR
THE MANUFACTURER OR SUPPLIER MUST PROVIDE 6 COPIES OF DETAILED SHOP DRAWINGS FOR FINAL APPROVAL FOR USE ON THIS 10.
PROJECT ENGINEER.
WILL BE SIGNED BY THE CONTRACTOR AND THE MANUFACTURER OF THE STRUCTURE AND WILL BE SUBMITTED TO THE
CONSTRUCTION WILL REQUIRE A CERTIFICATION LETTER STATING THAT THE BACKFILL WAS CONSTRUCTED PROPERLY. THE LETTER
STRUCTURES THAT REQUIRE SPECIAL BACKFILL CONTRARY TO KYTC STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 9.
REQUIREMENT.
COMPLY WITH SECTION 106.04 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION BUY AMERICAN 8.
CONSTRUCTION, THE KYTC LIST OF APPROVED MATERIALS, AND ALL APPLICABLE ASTM AND AASHTO STANDARDS.
ALL MATERIALS USED MUST BE IN CONFORMANCE WITH KYTC STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 7.
ALL FOUNDATION DESIGNS MUST BE IN ACCORDANCE WITH THE APPROPRIATE PROJECT GEOTECHNICAL INVESTIGATION.6.
BE PERFORMED AND STAMPED BY A QUALIFIED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF KENTUCKY.
LOAD IN AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, WITH INTERIMS. ALL DESIGNS SUBMITTED FOR CONSIDERATION MUST
ALL COMPONENTS MUST BE DESIGNED TO MEET STRUCTURAL REQUIREMENTS AS SET FORTH FOR EARTH, DEAD, AND HL-93 LIVE5.
ITEM IS ALL WORK AND MATERIALS REQUIRED TO OBTAIN A MINIMUM BEARING CAPACITY OF 4,000 PSF.
EXCAVATION, BACKFILL, AND ALL ITEMS NECESSARY TO CONSTRUCT HEADWALLS AND WINGWALLS. ALSO INCLUDED IN THIS BID
THE FOLLOWING ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE STRUCTURE: STRUCTURE MANUFACTURER'S SPECIFICATIONS.
PIPE-ARCH." THIS BID ITEM IS A LINEAR FOOT BID ITEM THAT COVERS ALL WORK TO CONSTRUCT AND INSTALL THE CULVERT TO
ALL WORK TO CONSTRUCT THE CULVERT IS PAID FOR UNDER THE BID ITEMS "7'-3" X 5'-11" ALUMINUM ALLOY STRUCTURAL PLATE 4.
INCIDENTAL TO THE STRUCTURE.
IF A PRECAST CONCRETE STRUCTURE IS SELECTED AS AN ALTERNATE, A STRUCTURAL BASE SLAB SHALL BE REQUIRED, AND IS3.
NO PAYMENT ADJUSTMENTS WILL BE ALLOWED.
IF AN ALTERNATE IS USED THAT REQUIRES MODIFICATIONS TO LAYOUT OR ROADWAY PROFILE,2.
LAYOUT, NO PAYMENT ADJUSTMENTS WILL BE ALLOWED.
DEVELOP DETAIL STRUCTURAL DRAWINGS, AND BIDDING DOCUMENTS. IF CONTRACTOR DESIRES TO MODIFY THIS
DIMENSIONS SHOWN ARE APPROXIMATE AND INTENDED TO CONVEY ENOUGH INFORMATION TO 1.
GENERAL NOTES
SIGN
SIGN
DISH
SATELLITE
24"
RC
P
PT Sta. 5
1+59.36
C
1 - T
6"
PV
C
1 -
CA
TV
809.26
Ex. I.E.
808.67
Ex. I.E.
807.60
Ex. I.E.
807.73
Ex. I.E.
1 - CATV
!
ST
ON
EQ
UA
RR
Y
RO
AD
C
C
C
C PI Sta. 50
+98.40
PI Sta. 50
+26.84
PI Sta. 48+91.35
PI Sta. 48+59.41
Scale 1" = 10'
GENERAL PLAN
CULVERT SECTION
SK. LT.
5°35'00"
52+00
SITUATION SURVEY STA. 50+00.00
M.L. STA. 51+78.11 =
EX. 48" RCP
EX. 60" CMPC
(NOT TO SCALE)
US & DS
Pipe-Arch Aluminum Structural Plate
7' 3"
5' 11"
DESIGN
CHECK
RUNOFF
(cfs)
STORM
(YR)
FLOOD DATA
(ft)
HEADWATER ELEV
10 180 813.02
100 322 815.92
7'-3" X 5'-11", LISTED FLOW AREA OF 34.3 SQ. FT.
CONTECH ALUMINUM STRUCTURAL PIPE-ARCH (OR EQUIVALENT STRUCTURE)
SHOWN IN THESE DRAWINGS IS:
CULVERT AT STA. 51+78.11
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R04400
PD
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
MENIFEE 10-8001.10 R44
SITUATION SURVEY SHEET
C:\
PW
WO
RK\
DA
RR
EN.B
AC
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D12
92529\
R04400
PD.
DG
NFIL
E
NA
ME:
WINGWALL ANGLES SHALL BE DETERMINED AND APPROVED BY THE PROJECT ENGINEER.
CAST IN PLACE REINFORCED CONCRETE AND THE DESIGN SHALL BE BASED FROM RDH-400-02 OF THE 2016 STANDARD DRAWINGS.
THE BID ITEM "7'-3" X 5'-11" ALUMINUM ALLOY STRUCTURAL PLATE PIPE-ARCH." HEADWALLS AND WINGWALLS SHALL BE
ALL ITEMS ASSOCIATED WITH THE DESIGN AND CONSTRUCTION OF HEADWALLS AND WINGWALLS SHALL BE INCIDENTAL TO11.
ALLOW 4 WEEKS TIME FOR REVIEW OF THIS MATERIAL.
FOR REVIEW AND ARCHIVAL PURPOSES. THIS INFORMATION WILL BE SUBMITTED TO THE DIVISION OF CONSTRUCTION.
ROAD AND BRIDGE CONSTRUCTION SHOULD BE SUPPLIED AS WELL. INCLUDE ONE SET OF STRUCTURAL DESIGN CALCULATIONS
PROJECT. BACKFILL REQUIREMENTS AND ANY SPECIFICATIONS THAT ARE CONTRARY TO THE KYTC STANDARD SPECIFICATIONS FOR
THE MANUFACTURER OR SUPPLIER MUST PROVIDE 6 COPIES OF DETAILED SHOP DRAWINGS FOR FINAL APPROVAL FOR USE ON THIS 10.
PROJECT ENGINEER.
WILL BE SIGNED BY THE CONTRACTOR AND THE MANUFACTURER OF THE STRUCTURE AND WILL BE SUBMITTED TO THE
CONSTRUCTION WILL REQUIRE A CERTIFICATION LETTER STATING THAT THE BACKFILL WAS CONSTRUCTED PROPERLY. THE LETTER
STRUCTURES THAT REQUIRE SPECIAL BACKFILL CONTRARY TO KYTC STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 9.
REQUIREMENT.
COMPLY WITH SECTION 106.04 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION BUY AMERICAN 8.
CONSTRUCTION, THE KYTC LIST OF APPROVED MATERIALS, AND ALL APPLICABLE ASTM AND AASHTO STANDARDS.
ALL MATERIALS USED MUST BE IN CONFORMANCE WITH KYTC STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 7.
ALL FOUNDATION DESIGNS MUST BE IN ACCORDANCE WITH THE APPROPRIATE PROJECT GEOTECHNICAL INVESTIGATION.6.
BE PERFORMED AND STAMPED BY A QUALIFIED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF KENTUCKY.
LOAD IN AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, WITH INTERIMS. ALL DESIGNS SUBMITTED FOR CONSIDERATION MUST
ALL COMPONENTS MUST BE DESIGNED TO MEET STRUCTURAL REQUIREMENTS AS SET FORTH FOR EARTH, DEAD, AND HL-93 LIVE5.
ITEM IS ALL WORK AND MATERIALS REQUIRED TO OBTAIN A MINIMUM BEARING CAPACITY OF 4,000 PSF.
EXCAVATION, BACKFILL, AND ALL ITEMS NECESSARY TO CONSTRUCT HEADWALLS AND WINGWALLS. ALSO INCLUDED IN THIS BID
THE FOLLOWING ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE STRUCTURE: STRUCTURE MANUFACTURER'S SPECIFICATIONS.
PIPE-ARCH." THIS BID ITEM IS A LINEAR FOOT BID ITEM THAT COVERS ALL WORK TO CONSTRUCT AND INSTALL THE CULVERT TO
ALL WORK TO CONSTRUCT THE CULVERT IS PAID FOR UNDER THE BID ITEMS "7'-3" X 5'-11" ALUMINUM ALLOY STRUCTURAL PLATE 4.
INCIDENTAL TO THE STRUCTURE.
IF A PRECAST CONCRETE STRUCTURE IS SELECTED AS AN ALTERNATE, A STRUCTURAL BASE SLAB SHALL BE REQUIRED, AND IS3.
NO PAYMENT ADJUSTMENTS WILL BE ALLOWED.
IF AN ALTERNATE IS USED THAT REQUIRES MODIFICATIONS TO LAYOUT OR ROADWAY PROFILE,2.
LAYOUT, NO PAYMENT ADJUSTMENTS WILL BE ALLOWED.
DEVELOP DETAIL STRUCTURAL DRAWINGS, AND BIDDING DOCUMENTS. IF CONTRACTOR DESIRES TO MODIFY THIS
DIMENSIONS SHOWN ARE APPROXIMATE AND INTENDED TO CONVEY ENOUGH INFORMATION TO 1.
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Typewritten Text
REVISED 09/18/2017
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820
810
800
@ 5°35'00" SKEW LT
STONEQUARRY ROAD 51+78.11
CULVERT @
820
810
800
Ex. 48" RCP & 60" CMP
817.45
817.51
815
805
815
805
50+0049+7549+25 49+50 50+25 50+50
SCALE: 1" =
1" =
5' HORIZONTAL
5' VERTICAL
50+75
SC
AL
E: 1" =
1" = 10'
HO
RIZ
ON
TA
L
10'
VE
RTIC
AL
800
810
820
800
810
820
810
820
830
810
820
830
800
800
800
810
820
800
810
820
790
800
810
820
790
800
810
820
010
20
30
40
50
-10
-20
-30
-40
-50
49
+50
010
20
30
40
50
-10
-20
-30
-40
-50
49
+75
010
20
30
40
50
-10
-20
-30
-40
-50
50
+00
010
20
30
40
50
-10
-20
-30
-40
-50
50
+25
010
20
30
40
50
-10
-20
-30
-40
-50
50
+50
800
810
820
800
810
820
I.E. 802.64
I.E. 808.66D = 2.0', T = 0.75'
Class I A Ch. Lining
CONST. 25 Tons
CONST. 56 LF 7'-3
" X 5'-11" ALUMINUM STRUCTURAL PLATE PIPE-ARCH @ 10.75
%
DESIGN
CHECK
RUNOFF
(cfs)
STORM
(YR)
FLOOD DATA
(ft)
HEADWATER ELEV
10 180 813.02
100 322 815.92
CULVERT AT STA. 51+78.11
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COUNTY OF ITEM NO. SHEET NO.
MENIFEE 10-8001.10 R45
SITUATION SURVEY SHEET
C:\
PW
WO
RK\
DA
RR
EN.B
AC
K\
D12
92529\
R04500
PD.
DG
NFIL
E
NA
ME:
820
810
800
@ 5°35'00" SKEW LT
STONEQUARRY ROAD 51+78.11
CULVERT @
820
810
800
Ex. 48" RCP & 60" CMP
817.45
817.51
815
805
815
805
50+0049+7549+25 49+50 50+25 50+50
SCALE: 1" =
1" =
5' HORIZONTAL
5' VERTICAL
50+75
SC
AL
E: 1" =
1" = 10'
HO
RIZ
ON
TA
L
10'
VE
RTIC
AL
800
810
820
800
810
820
810
820
830
810
820
830
800
800
800
810
820
800
810
820
790
800
810
820
790
800
810
820
010
20
30
40
50
-10
-20
-30
-40
-50
49
+50
010
20
30
40
50
-10
-20
-30
-40
-50
49
+75
010
20
30
40
50
-10
-20
-30
-40
-50
50
+00
010
20
30
40
50
-10
-20
-30
-40
-50
50
+25
010
20
30
40
50
-10
-20
-30
-40
-50
50
+50
800
810
820
800
810
820
I.E. 802.64
I.E. 808.66D = 2.0', T = 0.75'
Class I A Ch. Lining
CONST. 25 Tons
CONST. 56 LF 7'-3
" X 5'-11" ALUMINUM STRUCTURAL PLATE PIPE-ARCH @ 10.75
%
DESIGN
CHECK
RUNOFF
(cfs)
STORM
(YR)
FLOOD DATA
(ft)
HEADWATER ELEV
10 180 813.02
100 322 815.92
CULVERT AT STA. 51+78.11
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COUNTY OF ITEM NO. SHEET NO.
MENIFEE 10-8001.10 R45
SITUATION SURVEY SHEET
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EN.B
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Typewritten Text
REVISED 09/18/2017
2
MENIFEE COUNTYFD04 SPP 083 0036 002-005
Contract ID: 171239Page 74 of 75
REVISED ADDENDUM #1: 9-19-17
2
MENIFEE COUNTYFD04 SPP 083 0036 002-005
Contract ID: 171239Page 75 of 75
REVISED ADDENDUM #1: 9-19-17
