F 0=Contrast SNB 0=Brightness Plotting to PDF · 30=Quality 0=Contrast 0=Brightness Plotting to...
1
T.H. 23 T.H. 23 PASSING THRU/ 13’ THRU 12’ THRU 12’ 10’ 10’ 10’ EXISTING T.H. 23 T . H . 23 - E A S T B O UN D P A S S I N G L AN E 6’ BNSF RAILROAD C L SHLD 12’ SHLD 1.5’ 12’ 1.5’ C L . 04 .02 .02 04 . C L SHLD .02 .02 SHLD 1.5’ 1.5’ . 04 .02 04 . 1 : 3 4’ 8’ DITCH 1 : 6 T Y P ( 1 : 4 M I N ) VARIES STRIPS RUMBLE P O P . 4 , 2 8 0 P I P E - S T ON E S W E E T E E N I H LE N P O P . 107 35 33 31 25 27 29 23 21 21 19 15 17 9 1 3 5 4 2 15 23 54 13 0. 7 5 . 3 3 . 7 SP L I T R O C K CR EE K S T A TE P A R K R o c k L a k e R o c k C r ee k 2 N . N . G . C O . 2 " NA T U R A L GA S C O M P ANY N G NG BRO THERS CO 20 PI PEL I N E W I L D L I F E W I L D L I F E A R E A S p lit NA TU RA L GA S 3 81st ST. 80th 70th 60th AVE . AVE . AVE . R o c k C r ee k B N S F R a il w a y D S O U T H D A K O T A NOBLES J A C K S ON MARTIN M U RR AY C O TT ON W OOD BROWN R E D W OOD LYON L I N C O L N ROCK P I P E S T ON E W A T ON W AN M EE K E R R E NV I LLE KAND I YOH I C H I P P E W A LAC QUI PARLE I O W A M E D I C I N E Y ELL O W L AYOUT H I S T OR Y Copy To: F or: 1 S E H I nc. The ali gnm ent and grades show n on thi s m ap are tentati ve and subj ect to change w ithout noti ce. Staff Approval The traffi c vol um es show n are __________________________________ By Staff Di s tri buti on F R OM 23 S . P . T. H . A. J . S . P . T. H . A. J . S . P . T. H . A. J . PP MS Acti vit y PP MS Acti vit y PP MS Acti vit y C OP Y No. L AYOUT No. T. H . P repared 20 S cal e:H or. 1 i nch = ft. J une 6 th 14 100 Date: 20___ Prepared _____________ S:\KO\M\Mnt08 \127 5 69 \4 - preli m - dsgn-rp rts\L ayouts\L yt_ dgn \1 2 7 569_pp- L yt- 3_ Seg- 2 _ E B. dgn 8 /24 /2015 Approx. 2 . 8 m il es NW of C it y of J as per PROJECT INDEX MAP PROJECT LOCATION MAP NO SCALE NO SCALE EXISTING T.H. 23 LAYOUT 3 PROJECT LOCATION EB TH23 PASSING LANES (LAYOUT 3) COUNTY PIPESTONE VI C I NI TY OF S W P i pes t one C ount y t o approx. 2 . 0 m il es S W of C it y of P i pes t one 5901 - 26 1140 23 esti m ated for year 2040 May 14 SRF - TH 23 Passi ng Lane Assesment L AY OU T 2 L AYOU T 5 LAYOUT 4 LAYOUT 1 LAYOUT 6 T8 A052 Augu s t 2014 L a you t ss ub m itt e d t o Di s t r i c t f o r a pp r ov a l . d i s t a n ce s till b e i ng a d e qu a t e . A v e ( L a you t 4 ) w ill r e m a i n a si sdu e t o t h e s t ac k i ng t h e it h e r b e c l o s e d o r t h e l a you t w ill b e a d j u s t e d t o no t i m p ac t t h e e n t r a n ce , a nd 160 Av e S E ( L a you t 2 ) w ill t h S t w ill b e c l o s e d ( L a you t 3 ) , 160 s t Op ti on sw e r e l ook e d a t t o no t r e du ce t h e s e d i s t a n ce s . Af t e r f u r t h e r s t udy , 71 J u l y2014 Di s c u ss i on sw it h M n DOT R a il r o a d o ff i ce , o v e r t h r ee e n t r a n c e st h a t r e du ce s t ac k i ng d i s t a n ce b e t w e e n T H 23 a nd t h e R a il r o a d . J u l y2014 C o mm e n t sr ece i v e d fr o m GDS U J un e 2014 L a you t s s ub m itt e d f o r p r e c u r s o r yr e v i e w byt h e M n DOT Ge o m e t r i cDe s i gn S t a nd a r d sUn it ( GDS U) . Ap r il 2014 L a you t De v e l op m e n t b e g i n s a nd S e g m e n t 3 ( L a you t 6 ) . f u t u r e f und i ng b e c o m e sa v a il a b l e , t h e s e w ill b e r ea dy t o m ov e f o r w a r d . T h e s e a r e S e g m e n t 8 / 9 ( L a you t 4 ) , S e g m e n t 12 ( L a you t 5 ) a r e S e g m e n t 6 ( L a you t 1 ) , S e g m e n t 12 / 13 ( L a yo u t 2 ) a nd S e g m e n t 2 ( L a you t 3 ) . T h e s ec ond ti e r h a sa l s o b ee n i d e n ti f i e d , a nd w h e n t i e r s( p r i o r iti e s ) , w it h t h r ee s e g m e n t ea c h . T h e f i r s t ti e r w ill u s e t h e C o rr i do r so f C o mm e r ce f und i ng t h a t i sa l r ea dy a v a il a b l e . T h e s e l a n e c r it e r i a a nd gu i d e li n e s , f ea s i b ilit ya nd r i s k a ss e ss m e n t , a nd f u t u r e t r a n s po r t a ti on s y s t e m r ec o mm e nd a ti on s . T h e r e s u lt w a st w o w a se v a l u a t e d , u s i ng d a t a c o ll ec ti on , t r a f f i cp r o j ec ti on s , s y s t e m ca p ac it ya n a l y s i s , p a ss i ng l a n e c on c e p t sa nd t yp i ca l s e c ti on s , p a ss i ng t o h e l p b a l a n ce a nd p r ov i d e t h e m o s t ov e r a ll r e g i on a l b e n e f it . W it h i n t h o s e r e g i on st h e r e a r e 13 i nd i v i du a l s e g m e n t s . E ac h s e g m e n t p a ss i ng l a n e i m p r ov e m e n t sw ou l d b e a po t e n ti a l l o w - c o s t/ h i gh - b e n e f it i nv e s t m e n t . T h e c o rr i do r w a ss p lit i n t o f ou r m a j o r r e g i on s i m po r t a n t i n t e rr e g i on a l c o rr i do r f o r t h e s ou t h w e s t e r n p a r t o f M i nn e s o t a . T h e c o rr i do r w a ss t ud i e d a nd it w a s d e t e r m i n e d t h a t M n DOT r e ce i v e d C o rr i do r s o f C o mm e r ce f und i ng f o r i m p r ov e m e n t a l ong T H 23 . T h e T H 23 c o rr i do r , fr o m I- 90 t o W ill m a r , i sa n Li censed Profess i onal Engi neer Certi fi ed By: Pri nted Nam e : L i c. No. 8 /13 /2014 N a t h an J . B l a nc ha r d 41 84 6 t hat I a m a d ul y L i c ensed Pro fe ss i onal E n g i neer under t he l aw s o f t h e Sta te o f Mi n nes o t a. I he re b y certi fy that t hi s l a you t w as p re par ed b y m e o r u n d er m y di rec t s uper vi si on an d L AYOUT 3 OF 6 4 0 t h A v e 4 0 t h A v e B N S F R a i l r o a d B N S F R a i l r o a d B N S F R a il r o a d T . H . 23 P A SS I NG L AN E S - L AYOU T 3 S e g m e n t 2- E . B . T . H . 23P A S S I NG L AN E ( 1 . 0m i l e ) - J A S P E R T O P I P E S T ON E MINNESOTA 23 T.H. 23 2040 ADT = 4,500 2014 ADT = 3,000 DESIGN SPEED = 70 MPH CURRENT POSTED SPEED = 60 MPH MINNESOTA 23 T.H. 23 2040 ADT = 4,500 2014 ADT = 3,000 DESIGN SPEED = 70 MPH CURRENT POSTED SPEED = 60 MPH t o I h l e n 0 . 1 M i l e s E . B . P a ss i n g L a n e s p a g e b r e a k f o r 3 . 1 M i l e s t o 10’ SHLD 12’ 12’ 10’ SHLD to Jasper 2.8 Miles SAWCUT STA. 1078+50.00 CONSTRUCTION PASSING LANE BEGIN EB TH 23 Box Culvert 6’W x 4’H Concrete +80.1 +00.0 +49.9 +50.0 + 2 1 . 2 + 6 1 . 4 30" RCP Culvert (plastic lined) 24" Culvert C o n s t r u c t i o n L i m i t s Construction Limits Construction Limits 18" CMP Culvert 1 0 ’ S H L D 1 2 ’ 1 2 ’ 1 0 ’ S H L D 1 : 60 1:50 12’ 6’ SHLD 13’ 10’ SHLD 12’ 12’ 6’ SHLD 13’ 10’ SHLD 12’ 6’ SHLD 13’ 12’ 10’ SHLD EL = 1608.22 EL = 1620.42 100 SCALE IN FEET C OUN T Y P I P E S T ON E C OUN T Y P I P E S T ON E N o . 5 679 I np l ace B r i dg e STA. 1145+61.36 CONSTRUCTION PASSING LANE END EB TH 23 SAWCUT SHLD VARIES 6 ’ S H L D S H L D V A R I E S 6 ’ S H L D 20’ =20’ R =20’ R 20’ =20’ R =20’ R CLEAR ZONE REQUIRMENTS BOTH SIDES TO MEET TO BE EXTENDED ON BOX CULVERT NEEDS NEW INV EL = 1606.05 EXTEND CULVERT NEW INV EL = 1605.72 EXTEMD CULVERT NEW INV EL = 1607.40 EXTEND CULVERT SPECIAL DITCH GRADE SPECIAL DITCH GRADE NEW INV EL = 1620.88 EXTEND CULVERT S P E C I A L D I T C H G R AD E S P E C I A L D I T C H G R AD E RUMBLE STRIPS RUMBLE STRIPS 12’ RUMBLE STRIPS +42.5 +02.5 +21.3 + 80 . 9 LEGEND WETLANDS CONSTRUCTION LIMITS EXISTING RIGHT OF WAY PROPOSED AGGREGATE SURFACING PROPOSED SHOULDER PROPOSED ROADWAY 1,600 1,610 1,620 1,630 1,640 1,600 1,610 1,620 1,630 1,640 1,650 1,600 1,610 1,620 1,630 1,640 1,650 C L 6’W x4’H Concrete Box Culvert Sta. 1082+41 Begin EB TH 23 Construction Sta. 1078+50.00 End EB TH 23 Construction Sta. 3382+87.88 Inp. Bridge No. 5679 C L Field Entr. (Left) Sta. 1098+45 C L C L Field Entr. (Left & Right) Sta. 1138+58 Field Entr. (Right) Sta. 1098+70 C L C L 30" RCP Culvert Sta. 1087+41 24" Culvert (plastic lined) Sta. 1112+78 1075 1080 1085 1090 1095 1100 1105 1110 1115 1120 1125 1130 1135 1140 1,617.90 1,617.68 1,617.09 1,616.79 1,616.42 1,616.24 1,615.92 1,615.62 1,615.45 1,614.72 1,614.52 1,614.27 1,614.18 1,614.03 1,614.06 1,613.87 1,613.72 1,613.73 1,613.73 1,613.58 1,613.49 1,613.41 1,613.42 1,613.36 1,613.41 1,613.55 1,613.71 1,613.83 1,614.00 1,613.89 1,613.95 1,614.01 1,614.05 1,614.32 1,614.40 1,614.75 1,615.14 1,615.63 1,616.03 1,616.55 1,616.96 1,617.49 1,618.22 1,618.67 1,619.14 1,620.03 1,620.70 1,621.22 1,621.89 1,622.50 1,623.09 1,623.69 1,624.04 1,624.47 1,624.78 1,624.99 1,625.08 1,625.09 1,625.30 1,625.67 1,625.76 1,626.02 1,626.21 1,626.39 1,626.51 1,626.71 1,626.82 1,627.00 1,627.19 1,627.17 1,627.32 1,627.37 1,627.75 1,627.69 1,627.80 1,627.80 1,628.12 1,628.15 1,628.10 1,628.13 1,628.18 1,628.08 1,628.17 1,628.28 1,628.18 1,628.36 1,628.51 1,628.64 1,629.14 1,629.54 1,629.88 1,630.41 1,630.92 1,631.52 1,632.09 1,633.03 1,633.90 1,634.99 1,636.16 1,637.08 1,638.15 1,639.32 1,640.29 1,641.06 1,642.34 1,643.40 1,644.30 1,645.10 1,645.86 1,646.41 1,647.10 1,647.76 1,648.36 1,648.88 1,649.39 1,649.80 1,649.72 1,650.16 1,650.33 1,650.47 1,650.68 1,650.83 1,650.74 1,650.84 1,650.85 1,650.57 1,650.43 1,650.34 1,650.01 1,649.66 1,649.24 1,648.86 1,648.54 1,648.08 1,647.61 1,647.12 1,646.73 1,646.43 1,645.69 1,645.26 1,644.76 1,644.27 1145 1150 1,643.73 1,643.20 1,642.59 1,642.19 1,641.68 1,641.10 1,640.62 1,640.06 1,639.54 1,639.34 1,638.95 1,626.54 1,625.89 1,637.81 1,637.27 1,636.72 1,636.48 1,636.44 1,636.51 1,636.74 1,636.95 1,637.23 1,637.50 75’ 75’ 75’ 75’ MINNESOTA 23 MINNESOTA 23 MINNESOTA 23 MINNESOTA 23 CURVE 1139 PI 1139+06.10 X 467,162.693 Y 119,372.121 T 279.00’ L 557.75’ R 7,584.87’ PC 1136+27.10 PT 1141+84.85 1075 1080 1085 1090 1095 1100 1105 1110 1115 1120 1125 1130 1135 PC. 1136+27.10 1140 Sta 1141+84.85 BK = EQUATION: Sta 1141+85.49 AH PI PT. 1141+84.85 1 14 5 1 15 0
Transcript of F 0=Contrast SNB 0=Brightness Plotting to PDF · 30=Quality 0=Contrast 0=Brightness Plotting to...
T.H. 23
T.H. 23
PASSING
THRU/
13’
THRU
12’
THRU
12’
10’
10’
10’
EXISTING T.H. 23
T.H. 23 - EASTBOUND PASSING LANE
6’
BNSF RAILROADCL
SHLD
12’
SHLD
1.5’
12’1.5’
CL
.04 .02 .02 04.
CL
SHLD
.02.02
SHLD1.5’ 1.5’
.04 .02 04.
1:34’
8’
DITCH
1:6 TYP (1:4 MIN)
VARIES
STRIPS
RUMBLE
POP. 4,280
PIPE-STONE
S W E E T
E E N
IHLENPOP. 107
3533
31
2527
29
2321
21
19
1517
9
1
35
4
2
1523
54
130.7
5.3
3.7
SPLITROCKCREEKSTATEPARK
RockLake
Rock
Creek
2
N. N.
G.
CO.
2"
NATURAL
GAS
COMPANY
NG
NG
BR
OT
HE
RS
CO
20
PIP
ELIN
E
WILDLIFE
WILDLIFE AREA
Split
NAT
UR
AL
GAS
3
81st
ST.
80th
70th
60th
AV
E.
AV
E.
AV
E.
Rock
Creek
BN
SF
Rail
way
D
S
O
U
T
HD
A
K
O
T
A
NOBLESJACKSON MARTIN
MURRAY
COTTONWOOD
BROWN
REDWOODLYONLINCOLN
ROCK
PIPESTONE
WATONWAN
MEEKER
RENVILLE
KANDIYOHI
CHIPPEWA
LAC
QUI
PARLE
I O W A
MEDICINE
YELLOW
LA
YO
UT
HIS
TO
RY
Co
py
To:
For:
1
SE
H Inc.
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
Staff
Distrib
utio
n
FR
OM
23
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.
Pre
pare
d20
Scale:
Hor. 1 in
ch
=ft.
June
6th
14
100
Date:
20___
Pre
pare
d _____________
S:\
KO\
M\
Mnt08\127569\4-preli
m-dsgn-rprts\
Lay
outs\
Lyt_dgn\127569_pp-
Lyt-3_Se
g-2_
EB.d
gn
8/24/2015
Appro
x. 2.8
miles
NW
of
Cit
y
of Jasper
PROJECT INDEX MAP
PROJECT LOCATION MAP
NO SCALE
NO SCALE
EXISTING T.H. 23
LAYOUT 3 PROJECT LOCATION
EB
TH23 P
ASSI
NG
LA
NES (
LA
YO
UT 3)
COUNTY
PIPESTONE
VICINIT
Y
OF S
W
Pip
esto
ne
Co
unty
to appro
x. 2.0
miles
SW
of
Cit
y
of
Pip
esto
ne
5901-26
1140
23
estim
ate
d f
or year 2040
May
14
SR
F -
TH 23 Passin
g
Lane
Asses
me
nt
LAYOUT 2
LAYOUT 5
LA
YO
UT 4
LA
YO
UT 1
LA
YO
UT 6
30=Quality0=Contrast
0=BrightnessPlotting to PDF:
Raster Settings for
T8
A052
August 2014 Layouts sub
mitte
d to District for appro
val.
dista
nce still b
ein
g a
dequate.
Ave (
Layout 4)
will re
main as is d
ue to the sta
ckin
g
th
either be closed or th
e layout
will be a
djuste
d to n
ot im
pact th
e e
ntrance, and 1
60
Ave S
E (
Layout 2)
will
th
St
will be closed (
Layout 3), 1
60
st
Options w
ere looked at to n
ot re
duce these dista
nces.
After furt
her stu
dy, 71
July 2
014
Discussio
ns with M
nD
OT R
ailro
ad office, over thre
e e
ntrances that re
duce sta
cki n
g dista
nce b
etw
een T
H 2
3 a
nd the R
ailro
ad.
July 2
014 Co
mm
ents received fro
m G
DS
U
June 2
014 Layouts sub
mitte
d for pre
curs
ory revie
w b
y the M
nD
OT G
eo
met ric D
esig
n Sta
ndard
s U
nit (
GD
SU).
Apr il 2014 Layout
Develo
pm
ent begins
and Seg
ment 3 (
Layout 6).
future fundin
g b
eco
mes a
vailable, th
ese will be ready to m
ove forw
ard. These are Seg
ment 8/9 (
Layout 4), Seg
ment 12 (
Layout 5)
are Seg
ment 6 (
Layout 1), Seg
ment 12/13 (
Layout 2) and Seg
ment 2 (
Layout 3). T
he second tier has also b
een identified, and w
hen
tiers (priorities), with thre
e seg
ment each. T
he first tier
will use the C
orrid
or s of
Co
mm
erc
e fundin
g that is already a
vailable. These
lane criteria a
nd g
uid
elines, fe
asibility a
nd risk assessm
ent, a
nd futur e tra
nsportation syste
m reco
mm
endations. The result w
as t
wo
was e
valu
ate
d, usin
g d
ata c
ollection, traffic proje
ctions, syste
m capacity a
nalysis, passin
g lane c
oncepts a
nd typical sections, passin
g
to h
elp b
ala
nce a
nd pro
vid
e the m
ost overall regio
nal benefit.
Within those regio
ns there are 1
3 individ
ual seg
ments. Each seg
ment
passin
g lane i
mpro
ve
ments w
ould b
e a p
ote
ntial lo
w-c
ost/
hig
h- b
enefit in
vestm
ent. The c
orrid
or
was split into four
maj or re
gio
ns
important interregio
nal corrid
or for th
e south
western p
art of
Min
nesota. T
he c
orrid
or
was stu
die
d a
nd it
was d
eterm
ined that
Mn
DO
T received C
orrid
ors of
Co
mm
erc
e fundin
g for im
pro
ve
ment alo
ng T
H 2
3. T
he T
H 2
3 c
orrid
or, fro
m I-9
0 to Willm
ar, is a
n
Lic
ense
d
Professio
nal Engin
eer
Certifie
d
By:
Printe
d
Na
me:
Lic.
No.
8/13/2014
Nathan J.
Bla
nchard
41846
that I a
m
a duly
Lic
ense
d
Professio
nal Engin
eer under the la
ws of the
State
of
Min
nesota.
I here
by certif
y that this la
yo
ut
was pre
pare
d by
me
or under
my
dir
ect supervisio
n and
LA
YO
UT 3
OF 6
40th Av
e
40th Av
e
BNSF Railroad
BNSF Railroad
BNSF Railroad
T.H. 23 PASSING LANES - LAYOUT 3Segment 2 - E.B. T.H. 23 PASSING LANE (1.0 mile) - JASPER TO PIPESTONE
MINNESOTA
23
T.H. 23
2040 ADT = 4,500
2014 ADT = 3,000
DESIGN SPEED = 70 MPH
CURRENT POSTED SPEED = 60 MPHMINNESOTA
23
T.H. 23
2040 ADT = 4,500
2014 ADT = 3,000
DESIGN SPEED = 70 MPH
CURRENT POSTED SPEED = 60 MPH
to Ihlen0.1 Miles
E.B. Passing Lan
espage bre
ak for3.1 Miles to
10’ SHLD
12’
12’
10’ SHLD
to Jasper
2.8 Miles
SAWCUT
STA. 1078+50.00
CONSTRUCTION
PASSING LANE
BEGIN EB TH 23
Box Culvert
6’W x 4’H Concrete
+80.1+00.0
+49.9
+50.0
+21.2+61.4
30" RCP Culvert(plastic lined)
24" Culvert
Construction LimitsConstruction Limits
Construction Limits
18" CMP Culvert
10’ SHLD
12’
12’
10’ SHLD
1:60
1:5012’
6’ SHLD
13’
10’ SHLD
12’
12’
6’ SHLD
13’
10’ SHLD
12’
6’ SHLD
13’
12’
10’ SHLD
EL = 1608.22 EL = 1620.42
100
SCALE IN FEET
COUNTYPIPES
TONE
COUNTYPIPES
TONE
No. 5679Inplace
Bridge
STA. 1145+61.36
CONSTRUCTION
PASSING LANE
END EB TH 23
SAWCUT
SHLD VARIES 6’ SHLD
SHLD VARIES
6’ SHLD
20’
=20’
R
=20’
R
20’
=20’
R
=20’
R
CLEAR ZONE REQUIRMENTS
BOTH SIDES TO MEET
TO BE EXTENDED ON
BOX CULVERT NEEDS
NEW INV EL = 1606.05
EXTEND CULVERT
NEW INV EL = 1605.72
EXTEMD CULVERT
NEW INV EL = 1607.40
EXTEND CULVERT
SPECIAL DITCH GRADE SPECIAL DITCH GRADE
NEW INV EL = 1620.88
EXTEND CULVERT
SPECIAL DITCH GRADESPECIAL DITCH GRADE
RUMBLE STRIPS RUMBLE STRIPS
12’
RUMBLE STRIPS
+42.5 +02.5 +21.3 +80.9
LEGEND
WETLANDS
CONSTRUCTION LIMITS
EXISTING RIGHT OF WAY
PROPOSED AGGREGATE SURFACING
PROPOSED SHOULDER
PROPOSED ROADWAY
1,600
1,610
1,620
1,630
1,640
1,600
1,610
1,620
1,630
1,640
1,650
1,600
1,610
1,620
1,630
1,640
1,650
CL
6’W x4’H Concrete
Box Culvert
Sta. 1082+41
Be
gi
n
EB
TH
23
Co
nstr
uctio
n
Sta. 1
07
8+
50.
00
En
d
EB
TH
23
Co
nstr
uctio
n
Sta. 3
38
2+
87.
88
Inp. Bridge
No. 5679
CL
Field Entr.
(Left)
Sta. 1098+45
CL
CL
Field Entr.
(Left & Right)
Sta. 1138+58
Field Entr.
(Right)
Sta. 1098+70
CL
CL
30" RCP
Culvert
Sta. 1087+41
24" Culvert
(plastic lined)
Sta. 1112+78
1075 1080 1085 1090 1095 1100 1105 1110 1115 1120 1125 1130 1135 1140
1,
61
7.
90
1,
61
7.
68
1,
61
7.
09
1,
61
6.
79
1,
61
6.
42
1,
61
6.
24
1,
61
5.
92
1,
61
5.
62
1,
61
5.
45
1,
61
4.
72
1,
61
4.
52
1,
61
4.
27
1,
61
4.
18
1,
61
4.
03
1,
61
4.
06
1,
61
3.
87
1,
61
3.
72
1,
61
3.
73
1,
61
3.
73
1,
61
3.
58
1,
61
3.
49
1,
61
3.
41
1,
61
3.
42
1,
61
3.
36
1,
61
3.
41
1,
61
3.
55
1,
61
3.
71
1,
61
3.
83
1,
61
4.
00
1,
61
3.
89
1,
61
3.
95
1,
61
4.
01
1,
61
4.
05
1,
61
4.
32
1,
61
4.
40
1,
61
4.
75
1,
61
5.
14
1,
61
5.
63
1,
61
6.
03
1,
61
6.
55
1,
61
6.
96
1,
61
7.
49
1,
61
8.
22
1,
61
8.
67
1,
61
9.
14
1,
62
0.
03
1,
62
0.
70
1,
62
1.
22
1,
62
1.
89
1,
62
2.
50
1,
62
3.
09
1,
62
3.
69
1,
62
4.
04
1,
62
4.
47
1,
62
4.
78
1,
62
4.
99
1,
62
5.
08
1,
62
5.
09
1,
62
5.
30
1,
62
5.
67
1,
62
5.
76
1,
62
6.
02
1,
62
6.
21
1,
62
6.
39
1,
62
6.
51
1,
62
6.
71
1,
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6.
82
1,
62
7.
00
1,
62
7.
19
1,
62
7.
17
1,
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7.
32
1,
62
7.
37
1,
62
7.
75
1,
62
7.
69
1,
62
7.
80
1,
62
7.
80
1,
62
8.
12
1,
62
8.
15
1,
62
8.
10
1,
62
8.
13
1,
62
8.
18
1,
62
8.
08
1,
62
8.
17
1,
62
8.
28
1,
62
8.
18
1,
62
8.
36
1,
62
8.
51
1,
62
8.
64
1,
62
9.
14
1,
62
9.
54
1,
62
9.
88
1,
63
0.
41
1,
63
0.
92
1,
63
1.
52
1,
63
2.
09
1,
63
3.
03
1,
63
3.
90
1,
63
4.
99
1,
63
6.
16
1,
63
7.
08
1,
63
8.
15
1,
63
9.
32
1,
64
0.
29
1,
64
1.
06
1,
64
2.
34
1,
64
3.
40
1,
64
4.
30
1,
64
5.
10
1,
64
5.
86
1,
64
6.
41
1,
64
7.
10
1,
64
7.
76
1,
64
8.
36
1,
64
8.
88
1,
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9.
39
1,
64
9.
80
1,
64
9.
72
1,
65
0.
16
1,
65
0.
33
1,
65
0.
47
1,
65
0.
68
1,
65
0.
83
1,
65
0.
74
1,
65
0.
84
1,
65
0.
85
1,
65
0.
57
1,
65
0.
43
1,
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0.
34
1,
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0.
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1,
64
9.
66
1,
64
9.
24
1,
64
8.
86
1,
64
8.
54
1,
64
8.
08
1,
64
7.
61
1,
64
7.
12
1,
64
6.
73
1,
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6.
43
1,
64
5.
69
1,
64
5.
26
1,
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4.
76
1,
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4.
27
1145 1150
1,
64
3.
73
1,
64
3.
20
1,
64
2.
59
1,
64
2.
19
1,
64
1.
68
1,
64
1.
10
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62
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1,
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1,
62
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5.
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1,
63
7.
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1,
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27
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63
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6.
48
1,
63
6.
44
1,
63
6.
51
1,
63
6.
74
1,
63
6.
95
1,
63
7.
23
1,
63
7.
50
75’
75’
75’
75’
MINNESOTA
23
MINNESOTA
23
MINNESOTA
23
MINNESOTA
23
CURVE 1139
PI 1139+06.10
X 467,162.693
Y 119,372.121
T 279.00’
L 557.75’
R 7,584.87’
PC 1136+27.10
PT 1141+84.85
1075 1080 1085 1090 1095 1100 1105 1110 1115 1120 1125 1130 1135
PC. 1
13
6+
27.
10
1140
Sta 1141
+84.85
BK
=
EQ
UA
TI
ON:
Sta 1141
+85.49
AH
PI
PT. 1141
+84.85
1145
1150
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