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US Index of Sheets
p
'),F10! I
TWO
TAILS 2,3
TYPICAI Cross Sections
RUCTO
Estimate of Quantities
ORS -3D
Ksceltanmus Quantities
-
Right of Way Plat
6
Plan"BrallIeSta. 20457 toStL 37+00
7,8
Standard Details
Drainage Structures
.17
Cross Sections
SEG"OND STREET
CITY OF HUDSON
S.T H. 35
AL'S.N. 0 L&� as
am
-STA, 37+00 PROJ. 39%51
APPROX, 1970' S. AND 1680' E. OF THE
at NW, CPR. OF SEC, 13, T-29-N , R- 20-W
Cs
_S�TA, 7+10 PROJ. T02�-2(30)
-STA. 7+5-0-8YG PRCj3_q-qTST�
-STA. 7+50 END PROJ. SP64V
STRUCTURE
rR FU.-
C T" �R _E R1
mventional
Signs
r Range Une
a. . . I . I
(way Une.
:ht of Way Una.
- ---------
5wom
Barbed
orcityumfts' - ...
ZZZZ&-ZIZZZ
"y or P.E.
-Rnry Una...
Place ......
IrTalegraph Po4 ......
0
t Markers
take for H;s Qwy:
Z
EQUATION -S�TA"+B�' —"*
STA. 7+11 8 AH -
STA. 7+11.8 BEG. PROJ.
APPROX, 30' NORTH OF THE INTERSECTION
OF NINE AND SECOND STREETS
+STA 25t208 END PROJ, TO25-205) T-29-N
-Nn qFr I PPn.1 TOPA-9(P9)
.STA 0+00 BEG, PROJECT 339 D
-STA 1000 BEG PROJECT T028-2051
.SrA_ 61+00 PROD. FOZS-V�Z)
APPROX. 3a, sourm OF THE
04TERSECTIC4 OF BUCKEYE AND
SECOND STREET
t
I ON
SIXTH STREET NORTH
VILLAGE OF NORTH HUDSON
S.T H. 35
T 7 8 OkO 0
STA 3F+458 END PROJ 3998
STA P+11 BEG PROJ SP642A
L
R-20-W
LAYOUT
SCALE 0 500
sctic IN YE ET
END PROJ. T028-2(29)
_B 1 EG. F191. T028-2L30L
_STA. 20+57 - STA 20+57 PROJ 399E
APPROX. 1200 E. AND 760' S. OF THE
NW CDR OF SEC, 24, T-29-N,R-20-W
551-28.2 -22.29
551 - 28 Z - 2230
55 1- 28.2 - 22,31
ffn
17
HUDSON - HOULTON ROA1r
S.T H. 35
Nit i.j. CROJXQ!��
LgQPO-3-70 LTQZA-_2j3J1J
rtl* 00OIA T&�O_WAII
PROD. T028-2(29) NET LENGTH OF CENTERLINE. 0 935 ML MCPL
PROJ TO28-2(30) NET LENGTH Or CENTERLINE - 0,886 MI, MCPL.
PROJ, 1`028-2f30 NET LENGTH OF CENTERLINE -0386 W MCPL
PRO4 TO28-2(311 NET LENGTH OF CENTERLINE -5296 ML RURAL
TOTAL NET LENGTH OF CENTERL04E- Y, 503 mi,
STA, 337+50 PROJ 399(5D
APIOX. 265.1' W, AND 268' S. OF
THE NE, COR, OF SEC, 27.
T-30-N , R-20-W
"Jos.PH
9
11 , ;' \' 1
'0I
8-2(30)
8-2(31)
" STA. 37+00 PROJ. 399I51
APROX, 1970' S_ AND 1680' E OF THE
NW,.COR, OF SEC IS, T-29-N, R-20-W
LAYOUT
SCALE 0 k1 ilmi!�
'Li
K.G.T:..
Cw '
wo
N.h4w E,.
OU-TION T028_2c�o,
p 1, 27+97,3 PO.T 30+017 31+45.8 8K. r.a��n
O.T 24+636 PO,T 26+21.8 P T 27+22 5 tO+oO WISCONSIN ST, 1+11,0 AH� 108080 2-70 pi, *+400
.10+00 SOUTH ST� .10+00 MALLALIEL AZ, 177*23' 1 .10+00 MONROE SI
LANE AZ IBIZA 27'
CURVE DATA NOTE: STA. 31 + 45 8 BK.-END BITUMINOUS CONCRETE RESURFACING Z
ZI PI,- 27+97,3 -$TA V+JIO Am -BEGIN SITUMINCUS CONCRETE PAVEMENT
0 . 1100 LT
T m f3O 64
W: L m 26� 25
z
Pil
- 1 z 0. z
'o
33' 3:
3L� -A-
A =7
=7 ij
------- --- -------
77�
__4�j
7
E-E 25
30
NOTE, SEE SPECIAL SHEET FOR
CONSTRUCTION DETAILS
TABLE OF MANHOLES
1 a.AT SOUTH STREET
Vail INTERSECTIONS c,ER T p oe NEPI-
STAT 04 LA4 ITTPf
LEGEND
BENCH MARKS
1 GAS LIME
H� T4 73357 6 IST STORM SEWER CEXISTtN%�
5E5 PROJ. T028-2(30 lFffi - ELEV.
TA, DESCRIPT SAN SEWER IEWSTIM(l�
tST I AIL LE 711,06 WATER LIME
I -F, z +64 NO
STORM SIRS' TO St C�Stl
7-6 '32 xG
4 LT J 3-J 7C CO L_�, 913 4K, OF NYURANY
739.04
P S. D. -2
30+26 TOP
S 74L36
+06
TOP OF WATER VALVE 22 LT
P3822 -9, 6 WT 74565
L7 t� I
TOR OF NYORANT
Ll_ , � 7 - �% 3
.7 I.CD 4'LT 10
E.15T
NX -sy
740
A, 7
T'z
7- 730
4=7�
725 -:7 P JAP
ZED-
720
715
7 z
77,
710
IL-7-
705
__ll 1� Tml a� 13 13 11 41 39 '31S,
14� __ _ _
1Y
TO ?9 _14�'S
141TT a4
_7 -7 7 ......
jR
7 8 9 10
-4- 5
+50 3
6 28 29
31
c EIT. 'ILE I T To PIVE P 18+ 73 80 PO,t 22+96
-10+00 MiCKELSON ST.
-III
RO I LT 3�J 734 89 - 7 7-- 1 28-2(30
7- - Z�; -..74` f OC/; TO
-�.Il j 3 LT 1-� 111 7 7.4 12 6 7372:5�: �M5 27
L-7c It' ID 8080-2-70
MID 15-ZZ 119"Ll -C li
CC
13 -1 1 5-6- 1 an ..tP v
�! fiYeppql Is
74,
x1i v it
67-79-9 TVs, 1 7417 T..5 E.�ST
0 6� Ll -5, -.5 S,=
5
14144 ..Z. 7SS Ro_ I- - S 4,f
1 7492' 13
Bl 1 19.91 18RT ExiSl
- ---------
Ea 755 43 N-2 Its 43 1',3 12'. 212
.,'ZII 22+70 5'L' f-J 16, IT 7
2N65 R 'r C,,CT T57
7-Ca A -760
V --�T —Y 170
0 Z� 12
24-39, IS L ST,
i L� .a«m3 5 2e
Z�
Cl -------
41
----------------
I
faz
-
4
v elf
3D
ca
Mi
+1
---- - ------
CURVE DATA
P C. 18+7380
12, 15'
0 4® RT BENCH MARKS
X
T 153 75' NO. STA. DESCRIPTION ELEY
L 306 25' TOP HYDRANT 19' PIT 748 0
WATER VALVE 24.8' FIT 75L!i1
-T ST 77F.4 i
-ET
ILI Si'
755 Wc"ELS
— COSUL ST
17
-So 57- pql
il F[E OF
ESI511% -Fi I
ccye. a FTA, T-\
ILL 0
WASTE 60 1 CY.
745
F
7
t1ti-
7
7�- 7AP
N,
T. 2- �4 r.. 71 7. SS, to ba 144 62 So
S'LEfT
4a ?4 Is T-IS 75415 Tk 7 7Y' 5:.
-DO 23
24 25
14
10 H 12 13
eS,.
P 0 T 27+00
P 0. T. 36+00
qo-.%c A%68
m
Np
PROJECT T0-2(30}
28
. STA_37+00
�r�E
vo
30'
7 e
l 6R'
O
P
NOTE, SEE SPECIAL SHEET FOR
INTERSECTION DETAILS
E,
NET LENGTH OF CENTERLINE- STA. 25 TOO TO STA. 37+00- t200 Lft FT.
7
0
01
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�cP i 30Co a LT E- ._ 79a s t C"x 6.
Ca21 30.,D ORT EysT 1 i rra PL 4.1 r5 "2
BENCH MARKS _
No STA DEOMP-ma �ELEV
8 1 36+.70 jTOP OF HYDRANT 24' RT.J787.65
+00 _......._........_
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17 DRos
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