HomeMy WebLinkAbout1954.pdfNO 1 TITLE
N6 2 TYPICAL CROSS SECTIONS
NO. 2 ESTIMATE OF QUANTITIES
NO, — MISCELLANEOUS QUANTITIES
NO, RIGHT OF WAY PLAT
NO PLAN AND PROFILE STA, 0-184 TO STA. 62+00
NO, - STANDARD DETAILS
NO ` DRAINAGE STRUCTURES
NO.. - CROSS SECTIONS
'F NE
Nt e LINE
INSHIP OR RANGE LINE
TION LINE
RIGHT OF WAT LINE
SENT RIGMT OF WAY LINE
E FENCE WOVEN
c. E
✓DRaTE OR C,Tr LIMITS
PERT? LINE
VELEC WAY OR RE
OR SURVEY LINE
AAMC tED FCM, Q
CONVENTIONAL SIGNS
�� �•. �.� CULVERTS IN PLACE.... _., .... _ D:-R! .:e:]C=i
CULVERTS REWIRED _.,.....,_- =
DROP INLET._. _._...
POWER POLE .... ...
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TELEPHONE OR TELEGRAPH POLE
RIGHT OF WAY MARKERS _....... �~—J`A
REFERENCE STAKE FOR HVBS ONLY VIr-®-
MARSH . ♦ : e °v.�
... _ MEDGE.. ..
TREES
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GROUND ELEVATION GArk LNF ^I
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STATE HWAY COMMISSION OF
NSIN
PLAN AND PROFILE OF PROPOSED
HUDSON ROAD
ST CROIX COUNTY
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SCALE
TOTAL NET LENGTH OF CENTERLINE . 1,205 M%
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^=- GRADE ELEVATION _rVu w,r ^ a+n 2�fLrSY G r ry ENraINE.Eg _DAi E..
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PI-STA 7+535
AZ.— 159'38'
EX.— 20'
a 20' 22'
0. 4® 30'LT.
T. 228. 67'
L. 452.59
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NET LENGTH OF CENTERLINE STA. 0— 184 TO STA, 30t00 a 3165.4
AZ- 205.38' P.1.—STA. 23+683
EX: 23' AZ-155.41'
G 25.36' EX.-23.9
A 24' 19'
M4G T 200.64' D. 5' 30'
L. 394.36' T. 22452'
JfY S.c.0.cQ L. 442.13'
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D. S' BENCH MARKS
T 2 0 ELEV.
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O±75
Pi- 34+00 PI - 40+74 50
AZ- 221* 00' AZ- ISO* 00'
a - 41*00' a 8,00,
D 3- RT,
D - 8* FIT T M.60
T - 2680
L- 512,50 L 266 67
SE 0,04 FTJFT SE 002 FT/FT
40
NrT I FUG'TH OF CENTE RLINE STA. 30 + 00 TO STA. 6
MAG.
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49+9
52+908
P.I.- 56+46,6
A 160'Z
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AZ-174-00'
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D. IT,
G. 4- FIT,
O. 2' LT
T. 2
T. 128 50'
T. 150,15'
L. 256.25
L, 300 0'
L 162.9
'2 9
SE
SE 002
STA. 62+00
I/E, 00
PI- 48+54 50
AZ- 155,30,
A 24' 30'
D M' LT
T 124,55
0
+
L 24500
SE- 005 FT/FT
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