CURVE REVISION Related Information... · .9.832 E-S H EET NA M E: S e p te m b e r 15, 2020 DA TE P...
21
TYPICAL SECTIONS L C Lane Lane 2% 2% 4 : 1 3 : 1 8% 8% APPROXIMATELY 1.25" SURFACE 10' 4 : 1 10' APPROXIMATELY 6" BASE APPROXIMATELY 1.25" SURFACE 3 : 1 3 : 1 2' Variable Variable 2' 3' EARTH L C Point Grade Point Grade Shld. Shld. Ditch 1 L C Lane Lane Grade Point Ditch 4 : 1 D e s . 3 : 1 M i n . 1 . 25" DETAIL 'A' 1.25" CL2 ASPH SURF 0.38D PG64-22 See Detail "A" 3. 50" 2" CL2 ASPH BASE 1.00D PG64-22 1 1 Outside the Limits of the Shoulder See Cross Sections for Slopes DITCH 4' EARTH 3.50" CL2 ASPH BASE 1.00D PG64-22 1.25" CL2 ASPH SURF 0.38D PG64-22 1.25" CL2 ASPH SURF 0.38D PG64-22 3.50" CL2 ASPH BASE 1.00D PG64-22 APPROXIMATELY 11.00" BASE 2% 2% ~ RESIDENTIAL ENTRANCE PAVEMENT SCHEDULE ~ DGA 4" DENSE GRADED AGGREGATE 4" DENSE GRADED AGGREGATE 4" DENSE GRADED AGGREGATE R/W LANE TRAFFIC EDGE OF 2'-0'' ENTRANCE 3.50" CL2 ASPH BASE 1.00D PG64-22 3.50" CL2 ASPH BASE 1.00D PG64-22 ASPHALT SURFACE EXISTING PAVEMENT OR NEW PAVEMENT EXISTING PAVEMENT TAPER LENGTH IN INCHES TAPERING OF OVERLAYS ON LOW SPEED FACILITIES (<45 MPH) 1 : 120 T A P E R = 120 X t (In.) t =OVERLAY THICKNESS IN INCHES = 15 X t (In.) ASPHALT SURFACE 1 : 15 T A P E R EXISTING PAVEMENT OR NEW PAVEMENT EXISTING PAVEMENT TAPER LENGTH IN INCHES EDGE KEY OPTIONAL t =OVERLAY THICKNESS IN INCHES TAPER AT ENTRANCES 10' 10' 4' See Detail "A" 1 1 4 : 1 S U P E R ELE VA T I ON R A TE 4 : 1 D E S 3 : 1 M I N 4 : 1 NORMAL SECTION - CURVE REVISION SUPERELEVATED SECTION - CURVE REVISION ENTRANCES - CURVE REVISION ~ CURVE REVISION & APPROACH PAVEMENT SCHEDULE ~ CURVE REVISION September 15, 2020 DATE PLOTTED: davi d. greenwell USER: E- SHEET NAME: R00200TS Mi croStati on v8. 11 . 9. 832 COUNTY OF ITEM NO. SHEET NO. WOODFORD 07-9005.00 R2 TYPICAL SECTIONS NTS SCALE: 1"= C:\PWWORK\DAVI D. GREENWELL\D1395581 \R02. DGN FI LE NAME:
Transcript of CURVE REVISION Related Information... · .9.832 E-S H EET NA M E: S e p te m b e r 15, 2020 DA TE P...
TYPICAL SECTIONSLC
Lane Lane
2% 2%4:1
3:1
8%8%
APPROXIMATELY 1.25" SURFACE
10'
4:1
10'
APPROXIMATELY 6" BASE
APPROXIMATELY 1.25" SURFACE
3:13:1
2' Variable Variable 2' 3'
EARTH
LC
Point
Grade
Point
GradeShld. Shld. Ditch
1
LC
LaneLane
Grade Point
Ditch
4:1 Des
.3:1 Min.
1.25"
DETAIL 'A'
1.25" CL2 ASPH SURF 0.38D PG64-22
See Detail "A"
3.50"
2" CL2 ASPH BASE 1.00D PG64-22
11
Outside the Limits of the Shoulder
See Cross Sections for Slopes
DITCH4'
EARTH
3.50" CL2 ASPH BASE 1.00D PG64-22
1.25" CL2 ASPH SURF 0.38D PG64-22
1.25" CL2 ASPH SURF 0.38D PG64-22
3.50" CL2 ASPH BASE 1.00D PG64-22
APPROXIMATELY 11.00" BASE
2% 2%
~ RESIDENTIAL ENTRANCE PAVEMENT SCHEDULE ~
DGA
4" DENSE GRADED AGGREGATE
4" DENSE GRADED AGGREGATE
4" DENSE GRADED AGGREGATE
R/
W
LANE
TRAFFIC
EDGE OF
2'-0''
ENTRANCE
3.50" CL2 ASPH BASE 1.00D PG64-22
3.50" CL2 ASPH BASE 1.00D PG64-22
ASPHALT SURFACE
EXISTING PAVEMENT
OR
NEW PAVEMENTEXISTING PAVEMENT
TAPER LENGTH
IN INCHES
TAPERING OF OVERLAYS ON LOW SPEED FACILITIES (<45 MPH)
1:120 TAPER
= 120 X t (In.)
t =OVERLAY THICKNESS
IN INCHES
= 15 X t (In.)
ASPHALT SURFACE
1:15 TAPER
EXISTING PAVEMENTOR
NEW PAVEMENTEXISTING PAVEMENT
TAPER LENGTH
IN INCHES
EDGE KEY OPTIONAL
t =OVERLAY THICKNESSIN INCHES
TAPER AT ENTRANCES
10'10'4'
See Detail "A"
1
14:1
SUPERELEVATION RATE
4:1 DES
3:1 MIN 4:1
NORMAL SECTION - CURVE REVISION
SUPERELEVATED SECTION - CURVE REVISION
ENTRANCES - CURVE REVISION~ CURVE REVISION & APPROACH PAVEMENT SCHEDULE ~
CURVE REVISION
Se
pte
mber 15, 2020
DA
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david.gree
nwell
US
ER:
E-S
HE
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NA
ME:
R00200
TS
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
WOODFORD 07-9005.00 R2
TYPICAL SECTIONS
NTSSCALE: 1"=
C:\
PW
WO
RK\
DA
VID.
GR
EE
NW
EL
L\
D13
95581\
R02.
DG
NFIL
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Runout=41.00'Runoff=120.00'e=5.80%E=91.95'R=650.00'L=654.10'T=357.76' =57°39'25"LTPI STA 227+41.04D
STA 222+25.00
BEGIN CONSTRUCTION
STA 231+75.00
END CONSTRUCTION
810
815
820
825
830
835
840
845
850850
810
815
820
825
830
835
840
845
850850
222+00 222+50 223+00 223+50 224+00 224+50 225+00 225+50 226+00 226+50 227+00 227+50 228+00 228+50 229+00 229+50 230+00 230+50 231+00 231+50 232+00 232+50
840.2
839.1
837.6
836.3
835.0
833.8
832.7
830.6
829.2
827.2
824.2
822.6
819.8
816.5
814.9
814.7
815.0
816.3
818.2
819.6
819.0
817.3
839.15
837.92
836.66
835.17
833.43
831.
44
829.22
826.97
824.72
822.65
820.94
819.60
818.62
818.00
817.74
817.84
818.31
818.95
819.60
VPI 224+25.00
VPI 228+50.00
LO 229
+60.70
Ele
v 817.73
-2.46%
-4.50%
1.29%
NPSD = 629'
400.00' V.C.
HLSD = 326'
VPOT 222+50.00
VPC 223+25.00
VPT 225+25.00
VPC 226+50.00
VPT 230+50.00
ELEV 837.30
ELEV 830.35
ELEV 824.72
ELEV 818.31ELEV 819.60
ELEV 839.15
200.00' V.C.
ELEV 834.85
ELEV 815.72
C
C
C
C
222+00
222+00
225+00
230
+00
232+67
PO
B 222+00.00
PC 223+83.28
PT 230+37.38
PO
E 232+66.99
STA. TO STA. SIZE/TYPE
DITCH CONSTRUCTION !
QUANTITY
18"18"
15"
2' FB
LT 225+00.00 TO LT 228+62.37 2' FB
RT 222+50.00 TO RT 225+00.00 2' FB
RT 225+00.00 TO RT 226+00.00 2' FB
2' F.B. Sp. Dt.
2' F.B. Sp. Dt.
LT 222+50.00 TO LT 225+00.00
4.10%
3.30%
2.72%
3.00%
4.44%
4.50%
4.14%
5.00%
4.00%
4.84%
BEGIN 2' FB DITCH
RT STA 222+50.00
BEGIN 2' FB DITCH
LT STA 222+50.00
3.50%
4.80%
4.50%
4.14%
3.42%2.68% 3.96%
2.72%0.50% 1.00%
4.22
%
3.00%
2.50%
END 2' FB DITCH
RT STA 229+50.00
END 2' FB DITCH
LT STA 231+50.00
EX 18"
18"
~ 2-S
LO
PE
D
BO
X IN
LE
T
TY
PE 1-
18 IN
~ 48
LF - 18
" C
UL
VE
RT
PIP
E
ST
A. 229
+50.00
CO
NS
T.
18"
C
CCC
CC
C
CC
C
C
CC
C
C
MIL TSID
2 REVID
WOR .PORP
WOR .P
ORP
WOR .PORP
ENTRANCE CONST.
TEMP. EASE. FOR
AND ENTRANCE CONST.
TEMP. EASE. FOR DIVERSION
ENTRANCE CONST.
TEMP. EASE. FOR
2
P
3
P
4
P
1
P
MARSHA PARELL (WF.)
WILLIAM PARELL
MICHAEL HEITZMANN
159.54'
N11°59'09"E
139.07'N3
0°11'17"
W
WOR .
POR
P
258.78'
S42°47'34"
E
19.97'
+25.00
40.00'
+83.28
20.03'
+25.00
50.00'
+25.00
30.59'
+00.00
58.51'
+00.00
75.00'
+00.00
67.33'
+22.66
83.74'
+17.58 57.42'
+25.0052.90'
+60.00
90.00'
+95.0085.00'
+17.02
50.00'
+25.00
50.00'
+85.00
75.00'
+85.00
80.00'
+10.00
45.00'
+25.00
20.00'
+75.00
40.00'
+37.38
40.00'
+95.00
60.00'
+80.00
50.00'
+55.00
40.00'
+55.00
A
A
B
C
D
E
F
B
Arc: 613.85' R: 610' Chord: N09°37'43"W ~ 588.27'
S38°27'21"E - 384.69'
Arc: 180.88' R: 180' Chord: S09°40'03"E ~ 173.37'
C
S19°07'17"W - 406.53'
D
N19°07'14"E - 279.84'
E
81.93'
S01°27'48"E
205.17'
S27°11'2
9"W
20.00'
+50.00
20.00'
+75.00
26.71'
+94.44 26.66'
+27.46
REMOVE 445 SQ YDS OF EXIST PAVEMENT
RT STA 225+57.00 TO RT STA 228+37.00
- 104 SQ YDS DGA/CSB
- 101 SQ YDS BASE
- 99 SQ YDS SURFACE
LT STA 231+10.00 CONST. 12' ENTRANCE
LINING
TYPE
LT 228+95.63 TO LT 231+50.00 2' FB
ECB 285 SQYDS
TRM TY 1
TRM TY 1
394 SQYDS
277 SQYDS
STA. TO STA. SIZE/TYPETYPE QUANTITY
LINING
DITCH CONSTRUCTION !
2' FB
ECB
TRM TY 1 84 SQYDS
258 SQYDS
TRM TY 1 192 SQYDSRT 226+50.31 TO RT 228+81.17 - 32 LF - 18" ENTR PIPE
- 122 SQ YDS DGA
- 119 SQ YDS BASE
- 118 SQ YDS SURFACE
RT STA 226+25.00 CONST. 12' ENTRANCE
- 32 LF - 18" ENTR. PIPE
- 131 SQ YDS DGA
- 128 SQ YDS BASE
- 126 SQ YDS SURFACE
LT STA 228+95.00 CONST. 12' ENTRANCE
- 32 LF - 18" ENTR. PIPE
- 70 SQ YDS DGA
- 68 SQ YDS BASE
- 67 SQ YDS SURFACE
LT STA 228+85.00 CONST. 12' ENTRANCE
18" PIPE
18" PIPE
2' FB TRM TY 1 33 SQYDS RT 229+10.90 TO RT 229+50.00
18" PIPE
TRANS. EOP FROM 10' PROP. TO 9.59' EXIST.
RT STA 231+33.60 TO RT STA 231+50.00
TRANS. EOP FROM 9.14' EXIST. TO 10' PROP.
RT STA 222+50.00 TO RT STA 222+84.40
TRANS. EOP FROM 10' PROP. TO 8.57' EXIST.
LT STA 230+92.80 TO LT STA 231+50.00TRANS. EOP FROM 9.05' EXIST. TO 10' PROP.
LT STA 222+50.00 TO RT STA 222+88.00
+10.00'
+84.40
-10.00'
+88.00
-10.00'
+92.80
+10.00'
+33.60
VPOT 231+50.00
STA 231+50.00
END FULL DEPTH
STA 222+25.00
BEGIN CONSTRUCTION
STA 222+50.00
BEGIN FULL DEPTH
ST
A 222
+62.28
BE
GIN
RU
NO
UT
ST
A 223
+03.28
BE
GIN
RU
NO
FF
ST
A 224
+23.28
BE
GIN
FU
LL
SU
PE
R
ST
A 229
+97.38
EN
D
FU
LL
SU
PE
R
ST
A 231+
17.38
EN
D
RU
NO
FF
SE
E
X-S
EC
TS
EN
D
RU
NO
UT
STA 222+50.00
BEGIN FULL DEPTH
STA 231+75.00
END CONSTRUCTION
STA 231+50.00
END FULL DEPTH
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
PLANS
RIGHT OF WAY RYAN COLORES
LILLIAN L COLORES &
MARSHA PARELL (WF.)
WILLIAM PARELL
G N38°27'21"W - 102.79'
G
F
Arc: 221.08' R: 220' Chord: N09°40'03"W ~ 211.89' 49.98'
+17.76
70.00'
+17.33
64.04'
+14.14
31.42'
+18.19
100.61'
S28°03'21"
E
H
H N63°27'46"E - 18.56'
I N38°27'21"W - 261.88'
I
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
DATUMDATUM
HORIZONTAL 50'SCALE: 1" =
VERTICAL5' 1" =
50'SCALE: 1"=
WOODFORD 07-9005.00 R3
STA 227+00 CURVE REVISION
Micro
Station v
8.1
1.9.8
32
E-S
HE
ET N
AM
E:
Septe
mber 15, 2020
DA
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LO
TT
ED:
david.gre
en
well
US
ER:
C:\P
WW
OR
K\D
AVID.G
RE
EN
WE
LL\D
1395581\R
03.D
GN
FIL
E N
AM
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COUNTY OF ITEM NO. SHEET NO.
C.P. 101
24" HACKBERRY
C.P. 102
C.P. 103
C.P. 104
C.P. 105
40" BOX ELDER
ANCHOR POLE
GATE
40" HACK BERRY
WM
24" SYCAMORE
GATE
24" FORKED HACKBERRY
36" OAK
WM
40" SYCAMORE
12"HACKBERRYS
12" C
PP
IE = 831.17
OE = 830.21
SIGN
15" CMP
6" AC LINE
6" A
C LI
NE
IE = 830.99
OE = 829.27
IE = 814.81
OE = 813.66
18" P
VC
IE = 811.83
OE= 810.70
3 BOARD PLANK
GRASS ENT
GRAVEL ENT
ECNEF ERIW NEVOW
FENCE
4 PLANK
FENCE
4 PLANK
ECNEF ERIW NEVOW
ECNEF E
RIW
NEVOW
ASP
HALT
GR
AV
EL
LLAW
MSW
KNALP
DR
AO
B
4
TL
AH
PS
A
18" C
MP (C
RUSHED)
1 491
2 7.00
3 1670
4
MICHAEL HEITZMANN
WILLIAM M PARELL & MARSHA PARELL (WF.) DB134 ~ PG66
DB225 ~ PG132
DB116 ~ PG483
DB311 ~ PG471
227.71AS 1 TRACT TOTALING 227.71 ACRES
DEED REFERENCES 5 PARCELS
40.97TOTALING 40.968 ACRES
DEED REFERENCES 2 TRACTS
16.16
0.746
0.093
226.694 226.964
6.907 6.907
40.949WILLIAM M PARELL & MARSHA PARELL (WF.)
LILLIAN L COLORES & RYAN COLORES
390
6946
0.021
0.060
40.949
16.1 16.1
RIGHT OF WAY SUMMARY
YES
SEWER
SYSTEM
TYPEACRESSQ. FT.
EASEMENTS
PERMANENT TEMPORARY
TOTAL AREA OF TRACT PERMANENT R/W ACQUIRED
ACRES ACRESSQ. FT. SQ. FT.
PORTION REMAINING
SQ. FT.
EXCESS PURCHASED
ACRES SQ. FT.ACRES SQ. FT.ACRES SQ. FT.
LEFT RIGHT
AREA SEVERED
NOTE: TYPE SEWER SYSTEM BUILDINGS ACQUIRED CODE
1. PRIVATE - INDIVIDUAL
3. PUBLIC
4. NONE
5. NOT APPLICABLE
C - COMMERICAL
R - RESIDENTIAL
F - FARM
S - STORAGE
2. PRIVATE - MULTI PARTY
SQ. FT.
SOURCE OF TITLE
C R F SNO
BY PROJECT
AFFECTED
SEWER SYSTEM
NUMBER
BUILDINGS ACQUIRED
OWNER(S)NO.
PARCEL
PERMANENT R/W ACQUIRED + AREA SEVERED = TOTAL AREA OF TRACT.
REMARKS*
*INCLUDES HAZARDOUS WASTE(UST - UNDERGROUND STORAGE TANKS)
WOODFORD 7-9005.00 R4
RIGHT OF WAY SUMMARY SHEET
Micro
Station v
8.1
1.9.8
32
E-S
HE
ET N
AM
E:
COUNTY OF ITEM NO. SHEET NO.
Septe
mber 15, 2020
DA
TE P
LO
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ED:
david.gre
en
well
US
ER:
C:\P
WW
OR
K\D
AVID.G
RE
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1395581\R
04.D
GN
FIL
E N
AM
E:
CC
C
C
C
C
C
C
222+50
222+50
226+00
PO
T 222+50.00
PC 222+58.35
PRC 223+26.0
4
PT 223+76.81
PC 224+48.16
PR
C 225+04.04
PT 225+55.55
PO
T 225+99.88 228+25
233+00
PRC 229+09.29
PT 230+05.38 PC 231+
13.32
PRC 231+
73.3
6
PT 232+69.21
PO
T 233+00.00
E= 1.44'R= 400.00'L= 67.69'T= 33.93' = 9°41'47" RTPI STA 222+92.28DIVERSION 1
D
E= 1.08'R= 300.00'L= 50.77'T= 25.45' = 9°41'47" LTPI STA 223+51.49DIVERSION 1
D
E= 1.31'R= 300.00'L= 55.89'T= 28.02' = 10°40'25" LTPI STA 224+76.18DIVERSION 1
D
E= 1.11'R= 300.00'L= 51.50'T= 25.82' = 09°50'12" RTPI STA 225+29.86DIVERSION 1
D
E= 2.99'R= 300.00'L= 84.29'T= 42.43' = 16°05'57" RTPI STA 228+67.43DIVERSION 2
D
E= 3.89'R= 300.00'L= 96.08'T= 48.46' = 18°21'00" LTPI STA 229+57.75DIVERSION 2
D
E= 1.51'R= 300.00'L= 60.05'T= 30.12' = 11°28'04" LTPI STA 231+43.44DIVERSION 2
D
E= 2.89'R= 400.00'L= 95.85'T= 48.15' = 13°43'45" RTPI STA 232+21.52DIVERSION 2
D
POT/PC 228+25.00
STA 222+50.00
BEGIN DIVERSION 1
STA 225+54.88
END DIVERSION 1
STA 232+62.04
END DIVERSION 2
STA 228+25.00
BEGIN DIVERSION 2
CC
C
C
C
C
C
C
222+50
226+00
PO
T 222+50.00
PC 222+58.35
PRC 223+26.0
4
PT 223+76.81
PC 224+48.16
PR
C 225+04.04
PT 225+55.55
PO
T 225+99.88 228+25
PRC 229+09.29
PT 230+05.38 PC 231+
13.32
PRC 231+
73.3
6
PT 232+69.21
PO
T 233+00.00
E= 1.44'R= 400.00'L= 67.69'T= 33.93' = 9°41'47" RTPI STA 222+92.28DIVERSION 1
D
E= 1.11'R= 300.00'L= 51.50'T= 25.82' = 09°50'12" RTPI STA 225+29.86DIVERSION 1
D
E= 2.99'R= 300.00'L= 84.29'T= 42.43' = 16°05'57" RTPI STA 228+67.43DIVERSION 2
D
E= 3.89'R= 300.00'L= 96.08'T= 48.46' = 18°21'00" LTPI STA 229+57.75DIVERSION 2
D
POT/PC 228+25.00
C.P. 101
24" HACKBERRY
C.P. 102
C.P. 103
C.P. 104
C.P. 105
40" BOX ELDER
ANCHOR POLE
GATE
40" HACK BERRY
WM
24" SYCAMORE
GATE
24" FORKED HACKBERRY
36" OAK
WM
40" SYCAMORE
12"HACKBERRYS
12" C
PP
IE = 831.17
OE = 830.21
SIGN
15" CMP
6" AC LINE
6" A
C LI
NE
IE = 830.99
OE = 829.27
IE = 814.81
OE = 813.66
18" P
VC
IE = 811.83
OE= 810.70
3 BOARD PLANK
GRASS ENT
GRAVEL ENT
ECNEF ERIW NEVOW
FENCE
4 PLANK
FENCE
4 PLANK
ECNEF ERIW NEVOW
ECNEF E
RIW
NEVOW
ASP
HALT
GR
AV
EL
LLAW
MSW
KNALP
DR
AO
B
4
TL
AH
PS
A
18" C
MP (C
RUSHED)
Runout=41.00'Runoff=120.00'e=5.80%E=91.95'R=650.00'L=654.10'T=357.76' =57°39'25"LTPI STA 227+41.04D
STA 222+25.00
BEGIN CONSTRUCTION
STA 231+75.00
END CONSTRUCTION
810
815
820
825
830
835
840
845
850850
810
815
820
825
830
835
840
845
850850
222+00 222+50 223+00 223+50 224+00 224+50 225+00 225+50 226+00 226+50 227+00 227+50 228+00 228+50 229+00 229+50 230+00 230+50 231+00 231+50 232+00 232+50
840.2
839.1
837.6
836.3
835.0
833.8
832.7
830.6
829.2
827.2
824.2
822.6
819.8
816.5
814.9
814.7
815.0
816.3
818.2
819.6
819.0
817.3
839.15
837.92
836.66
835.17
833.43
831.
44
829.22
826.97
824.72
822.65
820.94
819.60
818.62
818.00
817.74
817.84
818.31
818.95
819.60
VPI 224+25.00
VPI 228+50.00
LO 229
+60.70
Ele
v 817.73
-2.46%
-4.50%
1.29%
NPSD = 629'
400.00' V.C.
HLSD = 326'
VPOT 222+50.00
VPC 223+25.00
VPT 225+25.00
VPC 226+50.00
VPT 230+50.00
ELEV 837.30
ELEV 830.35
ELEV 824.72
ELEV 818.31ELEV 819.60
ELEV 839.15
200.00' V.C.
ELEV 834.85
ELEV 815.72
C
C
C
C
222+00
225+00
230
+00
232+67
PO
B 222+00.00
PC 223+83.28
PT 230+37.38
PO
E 232+66.99
STA. TO STA. SIZE/TYPE
DITCH CONSTRUCTION !
QUANTITY
18"18"
15"
2' FB
LT 225+00.00 TO LT 228+62.37 2' FB
RT 222+50.00 TO RT 225+00.00 2' FB
RT 225+00.00 TO RT 226+00.00 2' FB
2' F.B. Sp. Dt.
2' F.B. Sp. Dt.
LT 222+50.00 TO LT 225+00.00
4.10%
3.30%
2.72%
3.00%
4.44%
4.50%
4.14%
5.00%
4.00%
4.84%
BEGIN 2' FB DITCH
RT STA 222+50.00
BEGIN 2' FB DITCH
LT STA 222+50.00
3.50%
4.80%
4.50%
4.14%
3.42%2.68% 3.96%
2.72%0.50% 1.00%
4.22
%
3.00%
2.50%
END 2' FB DITCH
RT STA 229+50.00
END 2' FB DITCH
LT STA 231+50.00
EX 18"
18"
~ 2-S
LO
PE
D
BO
X IN
LE
T
TY
PE 1-
18 IN
~ 48
LF - 18
" C
UL
VE
RT
PIP
E
ST
A. 229
+50.00
CO
NS
T.
18"
C
CCC
CC
C
CC
C
C
CC
C
C
MIL TSID
2 REVID
WOR .PORP
WOR .P
ORP
WOR .PORP
ENTRANCE CONST.
TEMP. EASE. FOR
AND ENTRANCE CONST.
TEMP. EASE. FOR DIVERSION
ENTRANCE CONST.
TEMP. EASE. FOR
2
P
3
P
4
P
1
P
MARSHA PARELL (WF.)
WILLIAM PARELL
MICHAEL HEITZMANN
WILLIAM M PARELL
JAYNE M DONNELL (WF.)
RAYMOND A DONNELL SR
WOR .
POR
P
19.97'
+25.00
40.00'
+83.28
20.03'
+25.00
50.00'
+25.00
30.59'
+00.00
58.51'
+00.00
75.00'
+00.00
67.33'
+22.66
83.74'
+17.58 57.42'
+25.0052.90'
+60.00
90.00'
+95.0085.00'
+17.02
50.00'
+25.00
50.00'
+85.00
75.00'
+85.00
80.00'
+10.00
45.00'
+25.00
20.00'
+75.00
40.00'
+37.38
40.00'
+95.00
60.00'
+80.00
50.00'
+55.00
40.00'
+55.00
A
A
B
C
D
E
F
B
Arc: 613.85' R: 610' Chord: N09°37'43"W ~ 588.27'
S38°27'21"E - 384.69'
Arc: 180.88' R: 180' Chord: S09°40'03"E ~ 173.37'
C
S19°07'17"W - 406.53'
D
N19°07'14"E - 279.84'
E
N38°27'21"W - 364.67'
F
20.00'
+50.00
+70.00'
+17.33
20.00'
+75.00
26.71'
+94.44 26.66'
+27.46
REMOVE 445 SQ YDS OF EXIST PAVEMENT
RT STA 225+57.00 TO RT STA 228+37.00
- 104 SQ YDS DGA/CSB
- 101 SQ YDS BASE
- 99 SQ YDS SURFACE
LT STA 231+10.00 CONST. 12' ENTRANCE
LINING
TYPE
LT 228+95.63 TO LT 231+50.00 2' FB
ECB 285 SQYDS
TRM TY 1
TRM TY 1
394 SQYDS
277 SQYDS
STA. TO STA. SIZE/TYPETYPE QUANTITY
LINING
DITCH CONSTRUCTION !
2' FB
ECB
TRM TY 1 84 SQYDS
258 SQYDS
TRM TY 1 192 SQYDSRT 226+50.31 TO RT 228+81.17
- 32 LF - 18" ENTR PIPE
- 122 SQ YDS DGA
- 119 SQ YDS BASE
- 118 SQ YDS SURFACE
RT STA 226+25.00 CONST. 12' ENTRANCE
- 32 LF - 18" ENTR. PIPE
- 131 SQ YDS DGA
- 128 SQ YDS BASE
- 126 SQ YDS SURFACE
LT STA 228+95.00 CONST. 12' ENTRANCE
- 32 LF - 18" ENTR. PIPE
- 70 SQ YDS DGA
- 68 SQ YDS BASE
- 67 SQ YDS SURFACE
LT STA 228+85.00 CONST. 12' ENTRANCE
18" PIPE
18" PIPE
2' FB TRM TY 1 33 SQYDS RT 229+10.90 TO RT 229+50.00
18" PIPE
TRANS. EOP FROM 10' PROP. TO 9.59' EXIST.
RT STA 231+33.60 TO RT STA 231+50.00
TRANS. EOP FROM 9.14' EXIST. TO 10' PROP.
RT STA 222+50.00 TO RT STA 222+84.40
TRANS. EOP FROM 10' PROP. TO 8.57' EXIST.
LT STA 230+92.80 TO LT STA 231+50.00TRANS. EOP FROM 9.05' EXIST. TO 10' PROP.
LT STA 222+50.00 TO RT STA 222+88.00
+10.00'
+84.40
-10.00'
+88.00
-10.00'
+92.80
+10.00'
+33.60
VPOT 231+50.00
STA 231+50.00
END FULL DEPTH
STA 222+25.00
BEGIN CONSTRUCTION
STA 222+50.00
BEGIN FULL DEPTH
ST
A 222
+62.28
BE
GIN
RU
NO
UT
ST
A 223
+03.28
BE
GIN
RU
NO
FF
ST
A 224
+23.28
BE
GIN
FU
LL
SU
PE
R
ST
A 229
+97.38
EN
D
FU
LL
SU
PE
R
ST
A 231+
17.38
EN
D
RU
NO
FF
SE
E
X-S
EC
TS
EN
D
RU
NO
UT
STA 222+50.00
BEGIN FULL DEPTH
STA 231+75.00
END CONSTRUCTION
STA 231+50.00
END FULL DEPTH
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
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
DATUMDATUM
HORIZONTAL 50'SCALE: 1" =
VERTICAL5' 1" =
SCALE: 1"=
WOODFORD 7-9005.00 R5
MAINTENANCE OF TRAFFIC
Micro
Station v
8.1
1.9.8
32
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Septe
mber 15, 2020
DA
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david.gre
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C:\P
WW
OR
K\D
AVID.G
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WE
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1395581\R
05.D
GN
FIL
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AM
E:
COUNTY OF ITEM NO. SHEET NO.
C.P. 101
24" HACKBERRY
C.P. 102
C.P. 103
C.P. 104
C.P. 105
40" BOX ELDER
ANCHOR POLE
GATE
40" HACK BERRY
WM
24" SYCAMORE
GATE
24" FORKED HACKBERRY
36" OAK
WM
40" SYCAMORE
12"HACKBERRYS
12" C
PP
IE = 831.17
OE = 830.21
SIGN
15" CMP
6" AC LINE
6" A
C LI
NE
IE = 830.99
OE = 829.27
IE = 814.81
OE = 813.66
18" P
VC
IE = 811.83
OE= 810.70
3 BOARD PLANK
GRASS ENT
GRAVEL ENT
ECNEF ERIW NEVOW
FENCE
4 PLANK
FENCE
4 PLANK
ECNEF ERIW NEVOW
ECNEF E
RIW
NEVOW
ASP
HALT
GR
AV
EL
LLAW
MSW
KNALP
DR
AO
B
4
TL
AH
PS
A
18" C
MP (C
RUSHED)
810
810
810
810
810
810
820
820
820
820
820
820
830
830
830
830
840
840
840
840
840
840
A
EROSION CONTROL LEGEND
SILT FENCE SF
SILT TRAP TYPE B
AALTERNATE 2
SILT TRAP TYPE A
ALTERNATE 1
SILT TRAP TYPE A
TEMPORARY SILT DITCH
OVERLAND SHEET FLOW
DISTURBED DRAINAGE AREA
PROPOSED R/W
PROPOSED EASEMENT
SILT TRAP TYPE C
EROSION CONTROL NOTES
UP GRADIENT AREAS THAT HAVE BEEN PROTECTED BY SILT TRAPS (ACRES). -
OF 100 SQUARE FOOT PER LINEAR FOOT OF SILT FENCE.
AREAS PROTECTED BY SILT FENCE SHALL BE COMPUTED AT A MAXIMUM RATE
UP GRADIENT AREAS THAT HAVE BEEN PROTECTED BY SILT FENCE (ACRES). -
THE USE OF TEMPORARY MULCH IS ENCOURAGED. -
TEMPORARY MULCH.(ACRES).
CONTROL BLANKET OR OTHER GROUND PROTECTION MATERIAL SUCH AS
UP GRADIENT AREAS THAT HAVE BEEN RECLAIMED AND PROTECTED BY EROSION -
UP GRADIENT AREAS NOT DISTURBED (ACRES). -
AMOUNTS:
THE REQUIRED VOLUME AT EACH SILT TRAP MAY BE REDUCED BY THE FOLLOWING
SHALL BE DETERMINED BY THE CONTRACTOR AND VERIFIED BY THE ENGINEER.
OF THE ENGINEER. THE REQUIRED VOLUME CALCULATION FOR EACH SILT TRAP
CONTRIBUTING AREAS ARE DISTURBED OR ARE STABILIZED TO THE SATISFACTION
VOLUME AT EACH ADDED SILT TRAP SHALL BE COMPUTED AS UP GRADIENT
REMOVED IN ORDER TO ACHIEVE THE BEST MANAGEMENT PLAN. THE REQUIRED
PHASE OF CONSTRUCTION. AS WORK PROCEEDS, SILT TRAPS MAY BE ADDED OR
SHALL COMPUTE THE VOLUME NECESSARY TO CONTROL SEDIMENT DURING EACH
OF DISTURBED GROUND DURING EACH PHASE OF CONSTRUCTION. THE CONTRACTOR
THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS TO MINIMIZE THE AMOUNT
PER DISTURBED CONTRIBUTING ACRE.
ALL SILT CONTROL DEVICES SHALL BE SIZED TO RETAIN A VOLUME OF 3,600 CUBIC FEET
OF THE BMP, KEPT ON SITE, AND AVAILABLE FOR PUBLIC INSPECTION.
THE DEVELOPMENT AND UTILIZATION OF THESE MEASURES WILL BE RECORDED AS PART
PROJECT AND WORK CONDITIONS AND SHALL BE APPROVED BY THE SECTION ENGINEER.
EROSION CONTROL MEASURES EMPLOYED BY THE CONTRACTOR WILL BE UNIQUE TO THE
MATERIAL AT SITES APPROVED BY THE SECTION ENGINEER.
AND SILT FENCES WHENEVER THEY BECOME ONE- HALF FULL AND PROPERLY DISPOSE OF THE
THE CONTRACTOR SHALL BE REQUIRED TO CLEAN OUT (REMOVE SEDIMENT FROM) SILT TRAPS
EXCAVATION OR DISTURBANCE WITHIN A DRAINAGE AREA.
EROSION CONTROL MEASURES SHALL BE IN PLACE AND FUNCTIONING PRIOR TO ANY
WITH THE OCTOBER, 2004 LETTING.
FOR ROAD AND BRIDGE CONSTRUCTION, AND THE SUPPLEMENTAL SPECS EFFECTIVE
DEVELOP THE BMP ACCORDING TO SECTION 213.03.01 OF THE STANDARD SPECIFICATIONS
PROVIDE A STARTING POINT FOR THE CONTRACTOR AND SECTION ENGINEER TO
THE EROSION CONTROL PLANS DO NOT CONSTITUTE A BMP BY THEMSELVES. THEY
OF THE AFOREMENTED SILT BASIN OR TRAPS.
FILTER DEVICES MAY BE USED OR THE OVERLAND FLOW MAY BE DIVERTED TO ONE
ADJACENT PROPERTY OWNER. WHERE OVERLAND FLOW EXIST, A SILT FENCE OR OTHER
COLLECTION POINT PRIOR TO DISCHARGING INTO A BLUE LINE STREAM OR ONTO AN
OR SILT TRAP TYPE B SHALL ALWAYS BE PLACED AT THE MOST REMOTE DOWNSTREAM
IF A SILT BASIN IS NOT USED THEN ONE SILT TRAP TYPE A, ALTERNATE NUMBER 2
DOCUMENTATION PROCEDURES ESTABLISHED BY THE DIVISION OF CONSTRUCTION.
USED AND THE VOLUME PROVIDED BY EACH SILT TRAP IN ACCORDANCE WITH THE
BY THE CONTRACTOR TO DETAIL THE SELECTION OF EACH EROSION CONTROL DEVICE
THE EROSION CONTROL PLAN SHALL BE ANNOTATED AS THE WORK PROCEEDS
DISTURBED DRAINAGE AREAS
SECTION(ACRES)
DISTURBED AREA
(CU FT)
MAXIMUM SEDIMENT VOLUME
50'SCALE: 1"=
WOODFORD 7-9005.00 R6
EROSION CONTROL SHEET
Micro
Station v
8.1
1.9.8
32
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ET N
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E:
Septe
mber 15, 2020
DA
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david.gre
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US
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C:\P
WW
OR
K\D
AVID.G
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1395581\R
06.D
GN
FIL
E N
AM
E:
COUNTY OF ITEM NO. SHEET NO.
C.P. 101
24" HACKBERRY
C.P. 102
C.P. 103
C.P. 104
C.P. 105
40" BOX ELDER
ANCHOR POLE
GATE
40" HACK BERRY
WM
24" SYCAMORE
GATE
24" FORKED HACKBERRY
36" OAK
WM
40" SYCAMORE
12"HACKBERRYS
12" C
PP
IE = 831.17
OE = 830.21
SIGN
15" CMP
6" AC LINE
6" A
C LI
NE
IE = 830.99
OE = 829.27
IE = 814.81
OE = 813.66
18" P
VC
IE = 811.83
OE= 810.70
3 BOARD PLANK
GRASS ENT
GRAVEL ENT
ECNEF ERIW NEVOW
FENCE
4 PLANK
FENCE
4 PLANK
ECNEF ERIW NEVOW
ECNEF E
RIW
NEVOW
ASP
HALT
GR
AV
EL
LLAW
MSW
KNALP
DR
AO
B
4
TL
AH
PS
A
18" C
MP (C
RUSHED)
Runout=41.00'Runoff=120.00'e=5.80%E=91.95'R=650.00'L=654.10'T=357.76' =57°39'25"LTPI STA 227+41.04D
STA 222+25.00
BEGIN CONSTRUCTION
C
C
C
C
222+00
222+00
225+00
230
+00
232+67
PO
B 222+00.00
PC 223+83.28
PT 230+37.38
PO
E 232+66.99
STA. TO STA. SIZE/TYPE
DITCH CONSTRUCTION !
QUANTITY
18"18"
15"
2' FB
LT 225+00.00 TO LT 228+62.37 2' FB
RT 222+50.00 TO RT 225+00.00 2' FB
RT 225+00.00 TO RT 226+00.00 2' FB
2' F.B. Sp. Dt.
2' F.B. Sp. Dt.
LT 222+50.00 TO LT 225+00.00
18"
C
CCC
CC
C
CC
C
C
CC
C
C
MIL TSID
2 REVID
WOR .PORP
WOR .P
ORP
WOR .PORP
ENTRANCE CONST.
TEMP. EASE. FOR
AND ENTRANCE CONST.
TEMP. EASE. FOR DIVERSION
ENTRANCE CONST.
TEMP. EASE. FOR
2
P
3
P
4
P
1
P
MARSHA PARELL (WF.)
WILLIAM PARELL
MICHAEL HEITZMANN
159.54'
N11°59'09"E
139.07'N3
0°11'17"
W
WOR .
POR
P
258.78'
S42°47'34"
E
19.97'
+25.00
40.00'
+83.28
20.03'
+25.00
50.00'
+25.00
30.59'
+00.00
58.51'
+00.00
75.00'
+00.00
67.33'
+22.66
83.74'
+17.58 57.42'
+25.0052.90'
+60.00
90.00'
+95.0085.00'
+17.02
50.00'
+25.00
50.00'
+85.00
75.00'
+85.00
80.00'
+10.00
45.00'
+25.00
20.00'
+75.00
40.00'
+37.38
40.00'
+95.00
60.00'
+80.00
50.00'
+55.00
40.00'
+55.00
A
A
B
C
D
E
F
B
Arc: 613.85' R: 610' Chord: N09°37'43"W ~ 588.27'
S38°27'21"E - 384.69'
Arc: 180.88' R: 180' Chord: S09°40'03"E ~ 173.37'
C
S19°07'17"W - 406.53'
D
N19°07'14"E - 279.84'
E
81.93'
S01°27'48"E
205.17'
S27°11'2
9"W
20.00'
+50.00
20.00'
+75.00
26.71'
+94.44 26.66'
+27.46
REMOVE 445 SQ YDS OF EXIST PAVEMENT
RT STA 225+57.00 TO RT STA 228+37.00
- 104 SQ YDS DGA/CSB
- 101 SQ YDS BASE
- 99 SQ YDS SURFACE
LT STA 231+10.00 CONST. 12' ENTRANCE
LINING
TYPE
LT 228+95.63 TO LT 231+50.00 2' FB
ECB 285 SQYDS
TRM TY 1
TRM TY 1
394 SQYDS
277 SQYDS
STA. TO STA. SIZE/TYPETYPE QUANTITY
LINING
DITCH CONSTRUCTION !
2' FB
ECB
TRM TY 1 84 SQYDS
258 SQYDS
TRM TY 1 192 SQYDSRT 226+50.31 TO RT 228+81.17 - 32 LF - 18" ENTR PIPE
- 122 SQ YDS DGA
- 119 SQ YDS BASE
- 118 SQ YDS SURFACE
RT STA 226+25.00 CONST. 12' ENTRANCE
- 32 LF - 18" ENTR. PIPE
- 131 SQ YDS DGA
- 128 SQ YDS BASE
- 126 SQ YDS SURFACE
LT STA 228+95.00 CONST. 12' ENTRANCE
- 32 LF - 18" ENTR. PIPE
- 70 SQ YDS DGA
- 68 SQ YDS BASE
- 67 SQ YDS SURFACE
LT STA 228+85.00 CONST. 12' ENTRANCE
2' FB TRM TY 1 33 SQYDS RT 229+10.90 TO RT 229+50.00
TRANS. EOP FROM 10' PROP. TO 9.59' EXIST.
RT STA 231+33.60 TO RT STA 231+50.00
TRANS. EOP FROM 9.14' EXIST. TO 10' PROP.
RT STA 222+50.00 TO RT STA 222+84.40
TRANS. EOP FROM 10' PROP. TO 8.57' EXIST.
LT STA 230+92.80 TO LT STA 231+50.00TRANS. EOP FROM 9.05' EXIST. TO 10' PROP.
LT STA 222+50.00 TO RT STA 222+88.00
+10.00'
+84.40
-10.00'
+88.00
-10.00'
+92.80
+10.00'
+33.60
STA 222+50.00
BEGIN FULL DEPTH
STA 231+75.00
END CONSTRUCTION
STA 231+50.00
END FULL DEPTH
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
PLANS
RIGHT OF WAY RYAN COLORES
LILLIAN L COLORES &
MARSHA PARELL (WF.)
WILLIAM PARELL
G N38°27'21"W - 102.79'
G
F
Arc: 221.08' R: 220' Chord: N09°40'03"W ~ 211.89' 49.98'
+17.76
70.00'
+17.33
64.04'
+14.14
31.42'
+18.19
100.61'
S28°03'21"
E
H
H N63°27'46"E - 18.56'
I N38°27'21"W - 261.88'
I
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
STA 222+50.00
BEGIN CONSTRUCTION
Runout=41.00'Runoff=120.00'e=5.80%E=91.95'R=650.00'L=654.10'T=357.76' =57°39'25"LTPI STA 227+41.04D
C
C
C
C
EAST (X)NORTH (Y)
POINT
State Plane Coordinates
POT STA 222+00.00
CLKY 33 COORDINATES
C.P. 102
C.P. 105
C.P. 104
C.P. 103
C.P. 101
HORIZONTAL COORDINATE SYSTEM
(KY Zone 1600) and are in U.S. Survey Feet.Coordinates are based on the Kentucky State Plane Coordinate System, Single Zone
U.S. Survey Feet.utilizing the Kentucky CORS/VRS Network. Horizontal Coordinates are inCoordinates for Horizontal survey control were obtained from GPS-RTK methods
BASIS OF HORIZONTAL COORDINATES
Horizontal Control Coordinates are in U.S. Survey Feet.NAD83/2011 system and are Kentucky State Plane Coordinates, Single Zone. an OPUS solution dated ???. Horizontal Control coordinates are based on theHorizontal coordinates on control point(s) ??? were obtained from
3875350.84 5219037.62
3875523.92 5219097.89
3875861.78 5219215.55
3876141.94 5218993.05
POT STA 232+66.99 3876321.74 5218850.24
PC STA 223+83.28
PI STA 227+41.04
PT STA 230+37.38
EAST (X)NORTH (Y)
POINT
ELEV. (Z)
STATION and OFFSETDESCRIPTION
C.P. 101
C.P. 102
C.P. 103
C.P. 104
841.54
815.77
835.23
834.48
C.P. 105 818.70
3875280.98
3876007.77
3875534.30
3875736.08
5218996.98
5219079.92
5219117.44
5219195.16
3876247.52 5218927.49
I.P.
I.P.
I.P.
State Plane Coordinates
I.P.
I.P. 228+77.71, 4.23' Right
223+99.14, 15.25' Right
225+99.63, 61.11' Right
231+60.82, 14.33' Right
EAST (X)NORTH (Y)
RIGHT OF WAY MONUMENT POINTS
DESCRIPTIONTYPE
State Plane Coordinates
STATION OFFSET
222+50.00 -19.97 1 ROW Monument 3875381.01 5219026.99
222+25.00 20.03 3875367.86 5219026.99
223+83.28 -40.00 3875537.08 5219060.12
224+25.00 50.00 3875550.35 5219158.52
225+00.00 30.59 3875632.26 5219156.42
228+25.00 57.42 3875976.58 5219149.91
229+25.00 50.00 3876072.25 5219098.92
230+37.83 -40.00 3876117.06 5218961.72
231+75.00 -20 3876237.27 5218891.79
231+75.00 20 3876262.14 5218923.12
ROW Monument1
ROW Monument1
ROW Monument1
ROW Monument1
ROW Monument1
ROW Monument1
ROW Monument1
ROW Monument1
ROW Monument1
COORDINATE CONTROL POINTS
BASIS OF ELEVATION
Datum and are in U.S. Survey Feet using Geoid Model 12B.Kentucky CORS/VRS System. Elevations are based on the NAVD88 VerticalThe Basis of Elevations were obtained from GPS-RTK methods utilizing the
STA 231+50
END CONSTRUCTION
C
C
C
C
222+00
PO
B 222+00.00
225+00
PC 223+83.28
230
+00
PT 230+37.38
PO
E 232+66.99
232+67
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
50'SCALE: 1"=
WOODFORD 07-9005.00 R7
COORDINATE CONTROL
Micro
Station v
8.1
1.9.8
32
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C:\P
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07.D
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FIL
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COUNTY OF ITEM NO. SHEET NO.
805
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
229+50
805
810
815
820
STA.228+00 TO STA.229+50
814.7
809.50'
813.27'
817.74
4:1
5.80%5.80%
3:1
AS
SU
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D
EL
EV.
EX.
WA
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LIN
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CONST. 48 LF OF 18" CULVERT PIPE
17.39' LT CONST. S & F BOX INLET-18 IN 29.25' RT CONST. S & F BOX OUTLET-18 IN
S = 6.58%
OE
= 810.20
IE
= 813.27
DESIGN
CHECK
RUNOFF
(cfs)
STORM
(YR)
FLOOD DATA
(ft)
HEADWATER ELEV
25 6.70 814.78
100 8.20 815.07
HEIGHT
COVER
MAX
pH
DESIGN
PIPE
CULVERT
18"
IN-OUT
S&F BOX
18"
FT LF EACH
1.3 M 48 2
PROJECT STA 377+09.88 = CURVE STA 222+00CONVERSION FOR CURVE REVISION:*USE CURVE STATIONING
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
WOODFORD 07-9005.00 R8
HORIZONTAL
VERTICAL
Micro
Station v
8.1
1.9.8
32
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Septe
mber 15, 2020
DA
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david.gre
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US
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C:\P
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K\D
AVID.G
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1395581\R
08.D
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FIL
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COUNTY OF ITEM NO. SHEET NO.
835
840
845
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
222+00
835
840
845
830
835
840
845
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
222+50
830
835
840
845
830
835
840
845
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
223+00
830
835
840
845
840.2
839.1
837.6
838.42'
836.37'
837.63
835.88
839.15
4:12.00% 2.00%
837.92
4:1
2.00% 0.14%4:1 2:
1
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
EA
SS
UM
ED
EL
EV.
EX.
WA
TE
R
LIN
EA
SS
UM
ED
EL
EV.
EX.
WA
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LIN
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COM 22
EMB 1
COM 23
EMB 3
42 4
74 5
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
Mainline
X00100
XS
WOODFORD 07-9005.00 X1
STA.222+00 TO STA.223+00
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
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AM
E:
Septe
mber 15, 2020
DA
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david.gre
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US
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C:\P
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K\D
AVID.G
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1395581\X
01-X
07.D
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FIL
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COUNTY OF ITEM NO. SHEET NO.
830
835
840
845
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
223+50
830
835
840
845
830
835
840
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
224+00
830
835
840
825
830
835
840
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
224+50
825
830
835
840
836.3
835.0
833.8
834.72'
833.36'
831.86
834.13
832.38
830.63
836.66
4:1
4:1
2.28% 2.28%
4:1 2:1
835.17
4:1
4:1
4.69%4.69%
4:13:
1
833.43
4:1
4:1
5.80%5.80%
4:1 3:1
AS
SU
ME
D
EL
EV.
EX.
WA
TE
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LIN
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AS
SU
ME
D
EL
EV.
EX.
WA
TE
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LIN
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AS
SU
ME
D
EL
EV.
EX.
WA
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COM 57
EMB 2
COM 54
EMB 1
COM 75
119 1
144
103 3
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
Mainline
X00200
XS
WOODFORD 07-9005.00 X2
STA.223+50 TO STA.224+50
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
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E:
Septe
mber 15, 2020
DA
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david.gre
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US
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C:\P
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1395581\X
01-X
07.D
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FIL
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COUNTY OF ITEM NO. SHEET NO.
825
830
835
840
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
225+00
825
830
835
840
825
830
835
840
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
225+50
825
830
835
840
820
825
830
835
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
226+00
820
825
830
835
-
EXIS
T.
WS
M
-
EXIS
T.
WS
M
-
EXIS
T.
WS
M
832.7
830.6
829.2
826.48'
824.23'
825.89'
828.14'
830.36
828.88
831.
44
4:14:1
5.80%5.80%
4:1 2:1
829.22
4:14:1
5.80%5.80%
4:1 3:1
826.97
4:1 4:1
5.80%5.80%
4:1
3:1
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
COM 80
COM 140
COM 198
204
313
376
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
Mainline
X00300
XS
WOODFORD 07-9005.00 X3
STA.225+00 TO STA.226+00
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
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E:
Septe
mber 15, 2020
DA
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david.gre
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US
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C:\P
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K\D
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1395581\X
01-X
07.D
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FIL
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COUNTY OF ITEM NO. SHEET NO.
820
825
830
835
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
226+50
820
825
830
835
815
820
825
830
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
227+00
815
820
825
830
815
820
825
830
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
227+50
815
820
825
830
827.2
824.2
822.6
821.98'
823.64'
821.57'
819.91'
818.20'
819.07
824.72
4:1 4:1
5.80%5.80%
4:1
3:1
822.65
4:1 4:1
5.80%5.80%
4:14:1
820.94
4:1 4:1
5.80%5.80%
4:1 4:1
AS
SU
ME
D
EL
EV.
EX.
WA
TE
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LIN
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AS
SU
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D
EL
EV.
EX.
WA
TE
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AS
SU
ME
D
EL
EV.
EX.
WA
TE
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LIN
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COM 208
COM 156
COM 186
337
288
317
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
Mainline
X00400
XS
WOODFORD 07-9005.00 X4
STA.226+50 TO STA.227+50
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
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ET N
AM
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Septe
mber 15, 2020
DA
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david.gre
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C:\P
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K\D
AVID.G
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01-X
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COUNTY OF ITEM NO. SHEET NO.
815
820
825
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
228+00
815
820
825
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
228+50
810
815
820
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
229+00
810
815
820
805
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
229+50
805
810
815
820
STA. 229+50 EXISTING 18" PVC PIPE
819.8
816.5
814.9
814.7
816.86'
809.50'
813.27'
809.65'
816.57
814.07
812.07
814.88
813.52
819.60
4:14:1
5.80%5.80%
4:1 3:1
818.62
4:1
4:1
5.80%5.80%
4:1
818.00
4:10.00%
4:1
5.80%5.80%
4:1
817.74
4:1
5.80%5.80%
3:1
AS
SU
ME
D
EL
EV.
EX.
WA
TE
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LIN
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AS
SU
ME
D
EL
EV.
EX.
WA
TE
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AS
SU
ME
D
EL
EV.
EX.
WA
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AS
SU
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D
EL
EV.
EX.
WA
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LIN
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2.5:
1
2.5:
1
COM 125
COM 68
EMB 38
COM 28
EMB 92
EMB 150
179 35
89 120
26 224
2484
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
Mainline
X00500
XS
WOODFORD 07-9005.00 X5
STA.228+00 TO STA.229+50
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
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Septe
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DA
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david.gre
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US
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C:\P
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AVID.G
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1395581\X
01-X
07.D
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FIL
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COUNTY OF ITEM NO. SHEET NO.
805
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
230+00
805
810
815
820
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
230+50
810
815
820
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
231+00
810
815
820
810
815
820
825
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
231+50
810
815
820
825
815.0
816.3
818.2
819.6
817.93'
815.88'
815.93
811.93
817.84
5.69%5.69%
3:1818.31
4:1
4:1
3.28% 3.28%
3:1
818.95
4:1 4:1
2.00% 0.86%
4:1
819.60
4:1 4:1
2.00% 1.56%
818.63
817.38
813.77
AS
SU
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D
EL
EV.
EX.
WA
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SS
UM
ED
EL
EV.
EX.
WA
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AS
SU
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D
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EX.
WA
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AS
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EX.
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COM 4
EMB 118
COM 3
EMB 56
COM 12
EMB 6
COM 51
EMB 1
6 161
14 57
58 6
TOTALS 2692 865
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
Mainline
X00600
XS
WOODFORD 07-9005.00 X6
STA.230+00 TO STA.231+50
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
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Septe
mber 15, 2020
DA
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david.gre
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C:\P
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AVID.G
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FIL
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COUNTY OF ITEM NO. SHEET NO.
815
820
825
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
232+00
815
820
825
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
232+50
810
815
820
805
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
232+67
805
810
815
820
819.0
817.3
816.4
AS
SU
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D
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EV.
EX.
WA
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AS
SU
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D
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EX.
WA
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PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
Mainline
X00700
XS
WOODFORD 07-9005.00 X7
STA.232+00 TO STA.232+67
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
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Septe
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DA
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david.gre
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C:\P
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COUNTY OF ITEM NO. SHEET NO.
DIVERSION STA. 223+00.08
2.17'
KY 227 STA 222+50 BEGIN DIVERSION 1
COM 1
DIVERSION
5
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
MOT
WOODFORD 07-9005.00 X8
STA. 222+00 TO STA. 223+00
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
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DA
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david.gre
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C:\P
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08-X
14.D
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FIL
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COUNTY OF ITEM NO. SHEET NO.
835
840
845
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
222+00
835
840
845
830
835
840
845
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
222+50
830
835
840
845
830
835
840
845
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
223+00
830
835
840
845
840.2
839.1
837.6
838.42'
836.37'
837.63
835.88
839.15
4:12.00% 2.00%
837.92
4:1
2.00% 0.14%4:1 2:
1
AS
SU
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D
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EV.
EX.
WA
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SS
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ED
EL
EV.
EX.
WA
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LIN
EA
SS
UM
ED
EL
EV.
EX.
WA
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LIN
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COM 22
EMB 1
COM 23
EMB 3
42 4
74 5
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
DIVERSION STA. 223+50.53
DIVERSION STA. 224+00.83
DIVERSION STA. 224+51.83
8.85'
10.22'
13.47'
COM 4
DIVERSION
COM 1
DIVERSION
COM 2
DIVERSION
6
3
2
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
MOT
WOODFORD 07-9005.00 X9
STA. 223+50 TO STA. 224+50
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
HE
ET N
AM
E:
Septe
mber 15, 2020
DA
TE P
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ED:
david.gre
en
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US
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C:\P
WW
OR
K\D
AVID.G
RE
EN
WE
LL\D
1395581\X
08-X
14.D
GN
FIL
E N
AM
E:
COUNTY OF ITEM NO. SHEET NO.
830
835
840
845
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
223+50
830
835
840
845
830
835
840
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
224+00
830
835
840
825
830
835
840
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
224+50
825
830
835
840
836.3
835.0
833.8
834.72'
833.36'
831.86
834.13
832.38
830.63
836.66
4:1
4:1
2.28% 2.28%
4:1 2:1
835.17
4:1
4:1
4.69%4.69%
4:13:
1
833.43
4:1
4:1
5.80%5.80%
4:1 3:1
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
COM 57
EMB 2
COM 54
EMB 1
COM 75
119 1
144
103 3
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
DIVERSION STA. 225+03.05
DIVERSION STA. 225+54.88
15.70'
21.63'
KY 227 STA 225+50 END DIVERSION 1
COM 1
DIVERSION
1
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
MOT
WOODFORD 07-9005.00 X10
STA. 225+00 TO STA. 226+00
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
HE
ET N
AM
E:
Septe
mber 15, 2020
DA
TE P
LO
TT
ED:
david.gre
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well
US
ER:
C:\P
WW
OR
K\D
AVID.G
RE
EN
WE
LL\D
1395581\X
08-X
14.D
GN
FIL
E N
AM
E:
COUNTY OF ITEM NO. SHEET NO.
825
830
835
840
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
225+00
825
830
835
840
825
830
835
840
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
225+50
825
830
835
840
820
825
830
835
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
226+00
820
825
830
835
-
EXIS
T.
WS
M
-
EXIS
T.
WS
M
-
EXIS
T.
WS
M
832.7
830.6
829.2
826.48'
824.23'
825.89'
828.14'
830.36
828.88
831.
44
4:14:1
5.80%5.80%
4:1 2:1
829.22
4:14:1
5.80%5.80%
4:1 3:1
826.97
4:1 4:1
5.80%5.80%
4:1
3:1
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
COM 80
COM 140
COM 198
204
313
376
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
MOT
WOODFORD 07-9005.00 X11
STA. 226+50 TO STA. 227+50
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
HE
ET N
AM
E:
Septe
mber 15, 2020
DA
TE P
LO
TT
ED:
david.gre
en
well
US
ER:
C:\P
WW
OR
K\D
AVID.G
RE
EN
WE
LL\D
1395581\X
08-X
14.D
GN
FIL
E N
AM
E:
COUNTY OF ITEM NO. SHEET NO.
820
825
830
835
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
226+50
820
825
830
835
815
820
825
830
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
227+00
815
820
825
830
815
820
825
830
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
227+50
815
820
825
830
827.2
824.2
822.6
821.98'
823.64'
821.57'
819.91'
818.20'
819.07
824.72
4:1 4:1
5.80%5.80%
4:1
3:1
822.65
4:1 4:1
5.80%5.80%
4:14:1
820.94
4:1 4:1
5.80%5.80%
4:1 4:1
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
COM 208
COM 156
COM 186
337
288
317
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
DIVERSION STA. 228+52.23
DIVERSION STA. 229+04.59
DIVERSION STA. 229+56.76
KY 227 STA. 228+25 BEGIN DIVERSION 2
30.05'
26.29'
28.13'
CONST. 28 LF OF TEMPORARY PIPE
EMB 2
COM 1
DIVERSION
EMB 44
DIVERSION
1 44
1 2
85
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
MOT
WOODFORD 07-9005.00 X12
STA. 228+00 TO STA. 229+50
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
HE
ET N
AM
E:
Septe
mber 15, 2020
DA
TE P
LO
TT
ED:
david.gre
en
well
US
ER:
C:\P
WW
OR
K\D
AVID.G
RE
EN
WE
LL\D
1395581\X
08-X
14.D
GN
FIL
E N
AM
E:
COUNTY OF ITEM NO. SHEET NO.
815
820
825
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
228+00
815
820
825
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
228+50
810
815
820
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
229+00
810
815
820
805
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
229+50
805
810
815
820
STA. 229+50 EXISTING 18" PVC PIPE
819.8
816.5
814.9
814.7
816.86'
809.50'
813.27'
809.65'
816.57
814.07
812.07
814.88
813.52
819.60
4:14:1
5.80%5.80%
4:1 3:1
818.62
4:1
4:1
5.80%5.80%
4:1
818.00
4:10.00%
4:1
5.80%5.80%
4:1
817.74
4:1
5.80%5.80%
3:1
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
2.5:
1
2.5:
1
COM 125
COM 68
EMB 38
COM 28
EMB 92
EMB 150
179 35
89 120
26 224
2484
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
DIVERSION STA. 230+08.95
DIVERSION STA. 230+60.40
DIVERSION STA. 231+10.44
DIVERSION STA. 231+60.83
25.00'
21.85'
19.88'
14.15'
EMB 3
COM 6
DIVERSION
EMB 8
COM 3
DIVERSION
EMB 44
DIVERSION
EMB 29
DIVERSION
8
70
30
10
4 9
6
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
MOT
WOODFORD 07-9005.00 X13
STA. 230+00 TO STA. 231+50
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
HE
ET N
AM
E:
Septe
mber 15, 2020
DA
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LO
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ED:
david.gre
en
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US
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C:\P
WW
OR
K\D
AVID.G
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WE
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1395581\X
08-X
14.D
GN
FIL
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AM
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COUNTY OF ITEM NO. SHEET NO.
805
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
230+00
805
810
815
820
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
230+50
810
815
820
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
231+00
810
815
820
810
815
820
825
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
231+50
810
815
820
825
815.0
816.3
818.2
819.6
817.93'
815.88'
815.93
811.93
817.84
5.69%5.69%
3:1818.31
4:1
4:1
3.28% 3.28%
3:1
818.95
4:1 4:1
2.00% 0.86%
4:1
819.60
4:1 4:1
2.00% 1.56%
818.63
817.38
813.77
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
EA
SS
UM
ED
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
COM 4
EMB 118
COM 3
EMB 56
COM 12
EMB 6
COM 51
EMB 1
6 161
14 57
58 6
TOTALS 2692 865
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
DIVERSION STA. 232+11.85
DIVERSION STA. 232+62.04
4.11'
0.06'
KY 227 STA. 232+60 END DIVERSION 2
EMB 2
COM 1
DIVERSION
0 0
1 2
0
SCALE: 1" =
1" =
REFILLBENCH
EMB.
EMB.
GRAN.COM EMB
EXC
ROCKDT LT DT RT
BED
ROAD
ROCK
MOT
WOODFORD 07-9005.00 X14
STA. 232+00 TO STA. 232+67
5' HORIZONTAL
5' VERTICAL
Micro
Station v
8.1
1.9.8
32
E-S
HE
ET N
AM
E:
Septe
mber 15, 2020
DA
TE P
LO
TT
ED:
david.gre
en
well
US
ER:
C:\P
WW
OR
K\D
AVID.G
RE
EN
WE
LL\D
1395581\X
08-X
14.D
GN
FIL
E N
AM
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COUNTY OF ITEM NO. SHEET NO.
815
820
825
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
232+00
815
820
825
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
232+50
810
815
820
805
810
815
820
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75
232+67
805
810
815
820
819.0
817.3
816.4
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
PROJECT STA 377+09.88 = CURVE STA 222+00
CONVERSION FOR CURVE REVISION:
*USE CURVE STATIONING
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