HomeMy WebLinkAbout2014 70.13W (002).pdfINDEX OF SHEETS
SHEET N0, 1 TITLE
SHEET N0, 2 TYPICAL SECTIONS & QUANTITIES
SHEET NO. 3-6 PLAN SHEETS
TOTAL SHEETS = 6
DESIGN DESIGNATI❑N
A.D.T.
2013 =
250
A.D.T.
2033 =
340
D.H,V,
2033
= 45
D,
=
50/50
T,(% OF
A.D,T,) =
87
V,
=
45 MPH
ESAL
=
0,10 MIL,
COUNTY LINE
CORPORATE LIMITS
PROPERTY LINE
LOT LINE
LIMITED HIGHWAY EASEMENT
EXISTING RIGHT OF WAY
GHWAY DEPARTMENT
LAI
CTH W
ST. CROIA COUNTY
COUNTY PROJECT NUMBER
70.13W
�ommmww�
I Nt�low pls w I arH s N►r�wvtr►��rTs
BEGIN MILL/PAVE
PROJECT STA. 10+25
C❑NVENTI❑NAL SIGNS
NEW RIGHT OF WAY - - -
REFERENCE LINE
SLOPE INTERCEPT
ORIGINAL GROUND PROFILE
EXISTING ROADWAY OR PRIVATE ENT. - - -
CULVERT IN PLACE C = �
CULVERT REQUIRED 0 ==>
CULVERT REQUIRED PROFILE Q ❑
(UNDER PRESSURE)
COMBUSTIBLE FLUIDS
UNDER GROUND UTILITIES
GAS
ELECTRIC
TELEPHONE
SERVICE PEDESTAL
CABLE MARKER
POWER POLE
TELEPHONE
RAILROADS
MARSH
WOODED AREA
RIGHT-OF-WAY
MARKERS
OVER HEAD LINES
FENCE LINE
CAUTION
OHE
90th Ave
l
75th Ave
70th Ave
I�SOI'1
TOTAL NET LENGTH ❑F MILL/PAVE CENTERLINE = 1,87 MI.
C❑❑RDINATES ❑N THIS PLAN ARE REFERENCED T❑
ST, CROIX COUNTY C❑❑RDINATES SYSTEM
END MILL/PAVE
PROJECT STA, 126+90
BEGIN MILL/PAVE
PROJECT STA, 60+75
END MILL/PAVE
PROJECT STA. 43+25
LAY OUT
GRAPHIC SCALE
0 2000 4000
( IN FEET )
28'
WEDGE OUT &RESTORE EXISTING SHOULDER AS
NEEDED TO OBTAIN NEEDED WIDTH -BOTH SIDES.
�- 2.5" HMA PAVEMENT TYPE Et-1 LIFT
5" COMPACTED AND PULVERIZED EX, PAVEMENT AND
BASE MATERIAL WITH BASE STABILIZER
EXISTING BASE UNDISTURBED
DENSE 3/4" AGGREGATE SHOULDERS
WEDGE PULVERIZE AND REPAVE TYPICAL SECTION C.T.H. W
(STA. 10+25 TO STA. 43+25 & STA. 60+75 TO STA.126+90)
BASE ONE PLACEMENT
STATION TO STATION LOCATION
STA. 10+25 - 43+25 CL
PULVERIZE AND RELAY EX. MATERIAL-2 TIMES STA. 60+75 - 126+90 CL
STATION TO STATION LOCATION SY REMARKS
STA.
10+25 -
43+25
CL
8,067
MAINLINE
STA
60+75
- 126+90
CL
16170
MAINLINE
PROJECT TOTAL 24,237 SY
HMA PAVEMENT TYPE E-1• ASPHALT MATERIAL PLANT MIX
STATION TO STATION LOCATION TONS REMARKS
STA. 10+25 - 43+25 CL 1,254 MAINLINE
STA. 60+75 - 126+90 CL 2,547 MAINLINE
STA. 10+25 - 126+90 RT 73 TOWN ROADS
PROJECT TOTAL 31874 TONS
PROJECT TOTAL
GAL REMARKS
218 MAINLINE
443 MAINLINE
661 GAL
BASE AGG. DENSE 1 1 /4" OR 3/4", SHOULDER WEDGING
STATION TO STATION LOCATION TONS
REMARKS
—o.os
-0.04
-0.02
C/L
0.02
0.04
0.06
COUNTY PROJECT NUMBER ISHEET NO.I
70.13W 1 2 OF 6
TYPICAL SECTIONS AND QUANTITIES CTH W
PULVERIZE AND REPAVE
1. PULVERIZE EXISTING BASE AND PAVEMENT-5"
DEPTH.
2. APPLY BASE STABILIZER BASED ON 5"Dx24'W
3. REPULVERIZE TO DEPTH OF 5".
4. MAINTAIN OPTIMUM MOISTURE CONTENT, SPREAD,
CROWN AND COMPACT TO ALLOW FOR NEW 28'
WIDE FINISHED SURFACE,
5. 24'x2.5" TYPE E-1 HMA.
CRUSHED AGGREGATE SHOULDER.
155' T
116' L
78' 1 38'
155' T
116' L
38' 78'
0
rn o 0 0 0 to (D
N N N N N N
CIO N N
z N a w w d V)i
0
c N N
z
a a
NLIL N
Z
m
CURVE #1
R=327.5
STA. 10+25 - 43+25 CL 330 MAINLINE I UTILITIES
STA. 60+75 - 126+90 CL 670 MAINLINE DIGGERS HOTLINE
TELE. 1- 800- 242- 8511
PROJECT TOTAL 1,000 TONS
BASE AGG. DENSE 3/4". SHOULDERS
STATION TO STATION LOCATION TONS
REMARKS
STA. 10+25 - 43+25 CL 191 MAINLINE
STA. 60+75 - 126+90 CL 387 MAINLINE
STA. 10+25 - 126+90 LT/RT 7 TOWN ROADS
STA. 10+25 - 126+90 LT/RT 17 PE,s AND FE,s
PROJECT TOTAL 602 TONS
ST. CROIX COUNTY HWY, OPT. TOWN OF SPRINGFIELD
P.O. BOX 108 856 310th STREET
115d DAMS ST. GLENWUUD CITY, WI 54013
HAMMOND, WI, 54015 TEL. (715) 772-4227
TEL. (715) 796-2227
RAMBERG, HWY, COMMISSIONER ATTN. BILL REUSCH, CHAIRMAN
ATTN. TIM
VILLAGE OF WILSON
P.O. BOX 37
440 MAIN STREET
WILSON, WI 54027
TEL. (715) 772-4402
ATTN. DENNIS COWAN, PRESIDENT
M
T
PROJECT TOTAL 31874 TONS
PROJECT TOTAL
GAL REMARKS
218 MAINLINE
443 MAINLINE
661 GAL
BASE AGG. DENSE 1 1 /4" OR 3/4", SHOULDER WEDGING
STATION TO STATION LOCATION TONS
REMARKS
—o.os
-0.04
-0.02
C/L
0.02
0.04
0.06
COUNTY PROJECT NUMBER ISHEET NO.I
70.13W 1 2 OF 6
TYPICAL SECTIONS AND QUANTITIES CTH W
PULVERIZE AND REPAVE
1. PULVERIZE EXISTING BASE AND PAVEMENT-5"
DEPTH.
2. APPLY BASE STABILIZER BASED ON 5"Dx24'W
3. REPULVERIZE TO DEPTH OF 5".
4. MAINTAIN OPTIMUM MOISTURE CONTENT, SPREAD,
CROWN AND COMPACT TO ALLOW FOR NEW 28'
WIDE FINISHED SURFACE,
5. 24'x2.5" TYPE E-1 HMA.
CRUSHED AGGREGATE SHOULDER.
155' T
116' L
78' 1 38'
155' T
116' L
38' 78'
0
rn o 0 0 0 to (D
N N N N N N
CIO N N
z N a w w d V)i
0
c N N
z
a a
NLIL N
Z
m
CURVE #1
R=327.5
STA. 10+25 - 43+25 CL 330 MAINLINE I UTILITIES
STA. 60+75 - 126+90 CL 670 MAINLINE DIGGERS HOTLINE
TELE. 1- 800- 242- 8511
PROJECT TOTAL 1,000 TONS
BASE AGG. DENSE 3/4". SHOULDERS
STATION TO STATION LOCATION TONS
REMARKS
STA. 10+25 - 43+25 CL 191 MAINLINE
STA. 60+75 - 126+90 CL 387 MAINLINE
STA. 10+25 - 126+90 LT/RT 7 TOWN ROADS
STA. 10+25 - 126+90 LT/RT 17 PE,s AND FE,s
PROJECT TOTAL 602 TONS
ST. CROIX COUNTY HWY, OPT. TOWN OF SPRINGFIELD
P.O. BOX 108 856 310th STREET
115d DAMS ST. GLENWUUD CITY, WI 54013
HAMMOND, WI, 54015 TEL. (715) 772-4227
TEL. (715) 796-2227
RAMBERG, HWY, COMMISSIONER ATTN. BILL REUSCH, CHAIRMAN
ATTN. TIM
VILLAGE OF WILSON
P.O. BOX 37
440 MAIN STREET
WILSON, WI 54027
TEL. (715) 772-4402
ATTN. DENNIS COWAN, PRESIDENT
M
T
PROJECT TOTAL 602 TONS
ST. CROIX COUNTY HWY, OPT. TOWN OF SPRINGFIELD
P.O. BOX 108 856 310th STREET
115d DAMS ST. GLENWUUD CITY, WI 54013
HAMMOND, WI, 54015 TEL. (715) 772-4227
TEL. (715) 796-2227
RAMBERG, HWY, COMMISSIONER ATTN. BILL REUSCH, CHAIRMAN
ATTN. TIM
VILLAGE OF WILSON
P.O. BOX 37
440 MAIN STREET
WILSON, WI 54027
TEL. (715) 772-4402
ATTN. DENNIS COWAN, PRESIDENT
M
T
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COUNTY PROJECT NUMBER ISHEET NO,
70.13W 3 OF 6
CTH W PAVEMENT REPLACEMENT
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70.13W 4 OF 6
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COUNTY PROJECT NUMBER ISHEET NO.
70.13W 6 OF 6
CTH W PAVEMENT REPLACEMENT
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STA 126+90
END MILL/PAVE
90th AVE