i l design vehicle wb-62 dlhi e turning detail …€™ 10’ shoulder 12’ thru lane 0.4 ft/ t...
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1.5’
10’ SHOULDER 12’ THRU LANE
0.04 FT/FT0.02 FT/FT
10’ SHOULDER12’ THRU LANE
1.5’
0.04 FT/FT
0.02 FT/FT
IN PLACE TYPICAL SECTION
{ TH 19
11’ THRU LANE 4.5’ 1
2
11’ THRU LANE4.5’
1
2
TWO WAY LEFT TURN LANE
13’
VARIOUS WIDTH AGGREGATE SHOULDER
-COOK ST (EB)
-CR1O1 (EB & WB)
-DEKALB ST (EB & WB)
12’ RIGHT TURN LANES AT FOLLOWING LOCATIONS:
1
2
0.04 FT/FT0.02 FT/FT
0.04 FT/FT
0.02 FT/FT
PROPOSED TYPICAL SECTION
{ TH 19
1
13
25
5 3
1
7
9 11
131517
19 21 23
252729
31 33 35
5
3
1
7 9 11
131517
19 21 23
252729
31 33 35
7
17
19
29
31
1
13
25
31
5
3
79
11
1315
17
19 21 23
2527
29
3335
19
27
29
33 35
25
31
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R E D W O O D
F A L L S
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GilfillanEST. POP. 30
MORTON
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T 114
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44°40’
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95°00’05’10’
35’
To Jct. T.H. 4T
o Jct. U.S. 2
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60’ 60’ 60’ 60’ 60’ 60’ 33’
60’ 60’
REGISTAR DR.
NE
W
ST
RE
ET
UNI
ON
DR.
CO
OK
ST.
QU
ALI
TY
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QU
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AN
DE
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CR 101
SERVICE CENTERREDWOOD USDA
DAKTRONICS
FURNITUREA AND W
RE
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NT
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CAR WASHRICKY J’S
MCDONALDS
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AND WELTERLESAGE, REYNOLDS
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CHEVROLETSCOTT-PREUSSE
PI
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A
RA
NC
H
1-S-BR
MONSANTO
REDWOOD LODGE
STORECONVENINCE
CENEX
BANKHOMETOWN
CANOPY
SYSTEMSECOWATER
30 6555 75705025 454035
EQ
UA
TI
ON:
19INP POT 25+87.23
X 532,693.122
Y 226,409.331
EQ
UA
TI
ON:
19I
NP
PI 2
5+
88.
10
=
19I
NP
PO
T 2
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23
19INP PI 25+88.10=
19I
NP
PI
56
+36.
10
=
19I
NP
PO
T 56
+35.
23
SCALE IN FEET
Pro
gra
mm
ed
Lettin
g
Date
Le
vel 2
LA
YO
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AP
PR
OV
AL
Pre
pare
d
By
20
20
20
Re
vie
we
d
By
Appro
ve
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n
District
En
gin
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Traffic
En
gin
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or
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min
ary
Desig
n
En
gin
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LA
YO
UT
HI
ST
OR
Y
PROJECT LOCATION
-ROADWAYS, INCLUDING TURN LANES
-SHOULDERS
-SIDEWALK
-CURB AND GUTTER
-INPLACE SIGNAL
-PROPOSED SIGNAL
LEGEND
03/
23/
2018
1
RE
DW
OO
D
FA
LL
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MN
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ER
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T.H. 19
T.H. 19
T.H. 19
T.H. 19
T.H. 19
T.H. 19
T.H. 19T.H. 19
REGISTAR DR.
REGISTAR DR.
REGISTAR DR.
REGISTAR DR.
REGISTAR DR.
SU
NRIS
E
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SU
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ET
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ON
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W
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RE
ET
UNI
ON
DR. C
OO
K
ST.
CO
OK
ST.
REQUIREMENTS
MUST MEET ADA/PROWAG
PEDESTRIAN ACCOMODATIONS
NOTE:
-PRELIMINARY CONSTRUCTION LIMITS
2015
AA
DT
= 9600
CD640494 g
m1.dgn
50
50
19
64
04-94
RA
NI
EN
GI
NE
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NG
WA
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FT
TU
RN
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PA
TT
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ET
TO
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ALI
TY
DRI
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AD
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TW
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19
16
1140
80
CHEVROLETSCOTT-PREUSSE
PI
ZZ
A
RA
NC
H
PI
ZZ
A
RA
NC
H
SEE DETAILS C AND D
SEE DETAILS C AND D
CHEVROLETSCOTT-PREUSSE
S.
DE
KA
LB
ST.
S.
DE
KA
LB
ST.
S.
DE
KA
LB
ST.
S.
DE
KA
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ST.
S.
DE
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S.
DE
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ST.
CR 101
CR
101
CR 1
01
CR 101
CR 101
CR
101
AN
DE
RS
ON
DR.
AN
DE
RS
ON
DR.
AN
DE
RS
ON
DR.
AN
DE
RS
ON
DR.
AN
DE
RS
ON
DR.
AN
DE
RS
ON
DR.
REGISTAR DR.
N.
PA
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EN
N.
PA
TT
EN
N.
PA
TT
EN
N.
PA
TT
EN
N.
PA
TT
EN
N.
PA
TT
EN
SUNRISE BLVD.
CENTERBUILDINGREDWOOD
CENTERBUILDINGREDWOOD
CENTERBUILDINGREDWOOD
CENTERBUILDINGREDWOOD
CENTERBUILDINGREDWOOD
CENTERBUILDINGREDWOOD
Co
py
To:
For:
The align
me
nt and
grades sho
wn o
n
this
map are te
ntativ
e
and subject to change
wit
ho
ut notic
e.
Staff
Appro
val
The traffic volu
mes sho
wn are
__________________________________
By
FR
OM
S.P.
T.H.
A.J.
S.P.
T.H.
A.J.
S.P.
T.H.
A.J.
PP
MS
Activit
y
PP
MS
Activit
y
PP
MS
Activit
y
CO
PY
No.
LA
YO
UT
No.
T.H.
VICINIT
Y
OF
Pre
pare
d20
Scale:
Hor. 1 in
ch
=ft.
Date:
estim
ate
d f
or year
20___
Pre
pare
d _____________
DESIG
N
FIL
E:
DA
TE:
SE
PT
EM
BE
R 30,
SE
PT
EM
BE
R 30, 2016
60
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62 DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62 DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
TURNING DETAIL BB
SCALE IN FEET
50
TURNING DETAIL AA
TURNING DETAIL Y
TURNING DETAIL V
TURNING DETAIL S
TURNING DETAIL P
TURNING DETAIL MTURNING DETAIL L
TURNING DETAIL O
TURNING DETAIL R
TURNING DETAIL U
TURNING DETAIL X
TURNING DETAIL ZTURNING DETAIL JTURNING DETAIL ITURNING DETAIL HTURNING DETAIL G
TURNING DETAIL A TURNING DETAIL B TURNING DETAIL C TURNING DETAIL D TURNING DETAIL E TURNING DETAIL F
TURNING DETAIL T
TURNING DETAIL Q
TURNING DETAIL N
TURNING DETAIL K
TURNING DETAIL W
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
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50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
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50
SCALE IN FEET
50
DESIGN VEHICLE WB-62
DESIGN VEHICLE WB-62
{ T.H. 19
36’32’
50’
35’ R
13’ TWLTL
12’ THRU LANE
4’ SHLD
4’ SHLD
12’ THRU LANE
11’ THRU LANE
11’ THRU LANE
30’ R
12’ RT TURN LANE (230’)
B624 C&G
B624 C&G
15’ R
11’ THRU LANE
+44
1:5
13’ LT TURN LANE
11’ THRU LANE11’ THRU LANE
13’ LT TURN LANE
12’ RT TURN LANE (300’)
20’ R
B624 C&G
11’ THRU LANE
35’ R
B624 C&G
35’ R35’ R
20’R
20’R20’R
13’ TWLTL
11’ THRU LANE
20’R
13’ TWLTL
11’ THRU LANE
13’ TWLTL
11’ THRU LANE
20’R
20’R
11’ THRU LANE
20’R
20’R
35’ R
35’ R35’ R
1:15
35’ R+77
1:5
35’ R
11’ THRU LANE
13’ TWLTL
11’ THRU LANE12’ THRU LANE
12’ THRU LANE
10’ SHOULDER
10’ SHOULDER
12’ THRU LANE
12’ THRU LANE
6.0’ SHOULDER
11’ THRU LANE
12’ RT TURN LANE (250’)
+65
13’ TWLTL
45’ R45’ R
11’ THRU LANE
+17
+48
1:5
11’ THRU LANE
12’ RT TURN LANE (230’)
35’ R
1:5
35’ R
13’ TWLTL
11’ THRU LANE
40’ R
13’ TWLTL LANE
11’ THRU LANE
12’ RT TURN LANE (250’)
B624 C&G
40’ R
11’ THRU LANE
13’ TWLTL LANE
B624 C&G
B624 C&G
40’ R
40’ R
CONC. BIT
+49
13’ TWL TL
+9
+8 +5+4
9.0’ SHOULDER (4.5’ BIT/ 4.5’ AGG) 9.0’ SHOULDER (4.5’ BIT/ 4.5’ AGG) 7.0’ SHOULDER (4.5’ BIT/ 2.5’ AGG)
7.0’ SHOULDER (4.5’ BIT/ 2.5’ AGG)
7.0’ SHOULDER (4.5’ BIT/ 2.5’ AGG)
7.0’ SHOULDER (4.5’ BIT/ 2.5’ AGG) 9.0’ SHOULDER (4.5’ BIT/ 4.5’ AGG) 9.0’ SHOULDER (4.5’ BIT/ 4.5’ AGG) 9.0’ SHOULDER (4.5’ BIT/ 4.5’ AGG) 9.0’ SHOULDER (4.5’ BIT/ 4.5’ AGG) 9.0’ SHOULDER (4.5’ BIT/ 4.5’ AGG)
9.0’ SHOULDER (4.5’ BIT/ 4.5’ AGG) 7.0’ SHOULDER (4.5’ BIT/ 2.5’ AGG) 7.0’ SHOULDER (4.5’ BIT/ 2.5’ AGG)
1:50
CITY OF REDWOOD FALLS
REDWOOD COUNTY
T.H. 19/71
2015 AADT = 9600
DESIGN SPEED = 40 MPH
CURRENT POSTED SPEED = 40 MPH
Mn
DO
T
Traffic
We
bsite
NORTH APPROACHES ARE SYMMETRICAL
TURNING TEMPLATES FOR SOUTH APPROACHES ONLY,
NOTE:
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