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ji I TITLE
'40, 2 TYPICAL CROSS SECTIONS
NO. 2 ESTIMATE OF QUANTITIES
No, - MISCELLANEOUS QUANTITIES
No, - RIGHT OF WAY PLAT
N0.384 PLAN AND PROFILE STA, [4+94 TO STA. 28+ 94
No 5 STANDARD DETAILS
No - DRAINAGE STRUCTURES
NO. 6-11 CROSS SECTIONS
CONVENTIONAL SIGNS
STATE OF WISCONSIN
STATE HIGHWAY COMMISSION OF WISCONSIN
0 mmmmmmm�
MAIN STREET -CITY OF NEW RICINMONIL)
S.T.H. 64 a 65
ST CROIX COUNTY
PROJECT TOII- 101)
.dwmwmm� 0
BEGINNING AT THE INTERSECTION OF FOURTH STREET AND MAIN STREET
THENCE NORTHERLY ON MAIN STREET TO THE SOUTH END OF THE WILLOW
RIVER BRIDGE, ALL WITHIN THE CITY OF NEW RICHMOND.
-mommolmonow 0
PLAIN W IN, - 30 AT,
SCALES
CROSS SECTIONS NOR. I IN, - 5 " VERY. I.H, - 3 AT,
I LIIE, -- —
CULVERTS IN PLACE,
..-...,®
Ily IHE
CULVERTS REQU�REO.
NSWIT CP RANGE UNE
DROP INLEY,
CN Uhr,
POWER ROLE—.
EIGHT CV WAY LINE
TELEPHONE OR TELEGRAPH
POLE
,ENT NIGHT OF NAT UNE.
EIGHT IF NAY MARKERS.
FENCE �NOVEN "
REFERENCE STAKE FOR HUBS
ONLY
WARS"''. ........
-EDGE-
FCRATE 04 C(Ty UwTS -L ......
TREES
PERTY LINE 14L6-
IELEO WAY OR P E
GROUND ELEVAVON
ACAOS
OR SURIEV LlNE,
GRACE ELEVATION,
v;r
A
R38W A I
Lir;vmi
R. 17 W.
I
T.
30
N.
LJ
F ,�[,CHMON
R. 18 W.
SCALE
TOTAL NET LENGTH Of CENTERLINE - 0,265 MI
[E--�
END OF PROJECT TDII-I (it
STA, 28+94
BEGINNING OF PROJECT 1011-1(11)
STA- 14 + 94
STA. 15+$S TO SrA,19+76 LT,
REMOVING PAVEMENT - - - - - - 48 S,Y,
REMOVING CONO SICEWALK- I I - 205 S'y
CONST. COED CURB a GUTTER - - - 369.5 L.F.
SPA.. IS +29 TO STA 22+85 LT
REMOVING CONC. SIDEWALK- - - -272 Sy
coNsr GONG. CURB 5 GUTTER- --372 LF
SERVICE
E 6
7
N. 4- 4' W. 1.
+
+
+
TAV
91
BLDR LINE
I
9LOI IINE
C.
C0.1c s w "I -LACE
It L:�11.
fS
19
20 21
22 23
0
CONC 5 w 14 PLACE
CONC A. IN PLACE
35' P'E
BLDG LINE +
+
A,
A
scl��Ce
STATION
+
z
+
STA. 70 STA 22 *B6 P7
STA I5+t5 TO STA 18+79 AT19+28
+
REMOVING PAVEMENT - - - - - - - 33 S Y,
CONST, CONG, CURB & GUTTER - -38$ L.F.
REMOVING CONC. SI'ENALK-- -2845Y
BENCH
MARKS
CONST, CONC. CURS - - - - - - 375 L.F.
I'D
STA
"
CE5CRiPTIII
E,�
REMOVING CONIC SIDEWALK RT.
I
T
HfORA4-
If
�P
STA 15+I5 TO STA. 15+23 - - - 4 S.Y.
STA, 16+08 TOSTA. 17+� -- - 98 S.Y.
z
9 - + 44
H (DRAINT
R7
98-
STA t7+9STOSTA. 18+79 - - - 60 S.Y.
-3 -123
+ AD
HYDRANT
LT
'iS+
4
26 +96
HYDRANT
R,
NET LENGTH OF CENTERLINE
STA. 14+94 TO STA,23+00 806 LIN, FT
.94
UNCL.EXC 881
C.Y.
SACKF?LL III
CY
WASTE 757
CY
go
PREOENTt PROFILE.
3
80
74
70
ELEV. TOP OF CU33
LT,
79107&Z5
T442 m55 E I's I'D 28 2ig8 $0,83
01 74
92.52 sz 60 0330 9362
64;3
il 14 55 9 5
9516 351:
953
9A 05
ELEY C1111
11
7965 J30 f3.5i 90.2 3059
9L55
3220 52,G5 i323
93.95
da. a, 3450 3 5 5
41
959
A
f 5
0 11 0
18
1 1
1
STA, 23 + 46 TO STA, 26 +93 LT.
STA 27+21 TO STA 29+28,3 LT.
REMOVING DOING SIDE WALK - - - - 260 S y
REMOVING PAVEMENT - - - - - - 83 SY
CONST CONC, CURB, a GUTTER - - -363 5 L F
CONST CONC CURB 6 GUTTER - - - 110 L F
REMOVING GONG. SIDE WALK
7
STA 27+ 21 TO STA, 27* 53 LT--29 SY
SERVICE,
STATION
END OR PROJ, TOH-f(M
+
840G,
CONC 3 W. IN PLACE
11 L.A.11
0
CONCRETE
q
23
24 25 26
27
28 �2§
30
- ---------
WATER s.uloll
0
CONC 3 IN PLACE JS
P �E --
----
If
IN
SERVICE
o
w
STATION
+
SrA, 27 a 43 TO STA 28 30 AT
STA 23+46 TO STA 27001 ITT
REMOVING PAVEMENT-----__ 7" SY
REMOVING SONG SIDEWALK--- 505Y
CONST, CONC, CURB 6 GUTrER-372LF
COVET GONG CURB a GUTTER-94LF
REMOVING CONC. SIDE WALK
STA, 23*61 TO STA- Ed A 2I----204 51
STA 26 L 55 TO STA 27 + 01---- 35 OY
NET
LENGTH OFCENrERLINE STA. 23 +00 TO STA, 28 +94 • 594 LIN. AT,
ol
------------- ----
7--
7—
35
so
E44Y. TOP CURE L-
ELEl mI, culi
3
^6 A- - SO
15,72 95 e2
55 73 si '23
II2,4'.P 32,05 $L "
ie 2
II355
33J2 15z" 54,ZQ
32,15 91 26 _7