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OF SHEETS
SHEET NO. I
TITLE
SHEET' NO. 2
TYPICAL SECTIONS AND DEIAIL3
SHEET NO2
ES71MATES OF QUANTMF;
SHEU NO ---
MISCELLANEOUS QUANTITIES
SHEET NO. 41-4.2
ALIGNMENT PLAN
SHEET NO. 5.1-52
PLAN AND PROFILE
SHEET NO
STANDARD DETAIL DRAWINGS
SHEET NO. ---
SIGN PLATES
SHEET NOI ---
STRUCTURE PLANS
SHEET NO, ---
COMPUTER EARTHWORKS DATA
SHEET NO.
CROSS SECTIONS
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BEGIN PROJECT
STA. 10+25 CTH E
Y. 488,800
X- 1,385,750 ST CROIX COUNTY
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CONVIWIONAL SIGNS
COUNTY LINE
COMBUS71BLE FLUIDS
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CORPORATE LIMITS
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UNDER GROUND UTILfnES
PROPERLY LINE
GAS
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ELECTRIC
—E—
LOT LINE
TELEPHONE
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LIMITED HIGHWAY EASEMENT
SERVICE PEDESTAL
ta
EXISTING RIGHT OF WAY
CABLE MARKER
NEW RIGHT OF WAY
POWER POLE
LI
TELEPHONE
REFERENCE LINE
SLOPE INTERCEPT
RAILROADS
ORIGINAL GROUND PROFILE
MARSH
EXISTING ROADWAY OR PRIVATE ENT.
WOODED AREA
CULVERT IN PLACE..
RIGHT-OF-WAY
MARKERS
CULVERT REQUIRED
CULVERT REQUIRED PROFILE
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NM' :r ASPHALT CON TYPE W ON
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CRUSHED AGGREGATE ON D=NG CRUSHED AGGREGATE
TYPICAL SECTION FOR PRIVATE
DRIVES AND FIELD ENTRANCES
POINT REFERRED TO ON PRORLE-
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NM' :r ASPHALT CON TYPE W ON
CREWMr TOTAL DEPTH
CRUSHED AGGREGATE ON D=NG CRUSHED AGGREGATE
TYPICAL SECTION FOR PRIVATE
DRIVES AND FIELD ENTRANCES
93-D-1
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SLATE PRCUECT NUMBER SHEEL NO.
94-^E®1 4.2
CENTERLINE AUGNMENL
C.T.H. E FROM US. 63 TO CPH O
fits
N 9(7 W 16" E
F"
$
Y
o $ ® 2645.62`
8
8
8
8 8 8 8 8
$ 8
8
8
8 8 8
NET LENGHT OF CENTMINE STA
TO STA. 1 *■ 1500 UN
FT.
MNOR ONPNG
SPA /06+00
ENO "OR RECO O
16"
CMP
cQ'+
®. o
N
260102' 6 R
6C
8 8 8
8 8 8
l0
8
8 8 8
H �-9�4Xi.S5
t-D1�'4ti'�L
I I
NET LENGHT OF CENTERLINE STA.
100+00 TO STA. 115+00
15W
UN
FT.
24" CMP
4 �I N
N
4°X S" ARCH CMP— n
U
8
8 8 8
8 8
8
8
8 S
SEC. COR. t'
NORTH OF CENTERLINE
Fi SLA-In+3S37
NET LENGKr OF CENTERUNE STA. 11 TO STA. 1
r 1500 UN FT.
141+M
45+01
B£A RECON
ENT) "OR ®..,. OPMSNMG
N 90' 52' 40' E
.-
2694.71'
e
.
8
8
8
8 8 8 8 8
8 8
$
8
8 8 8
NET
LENGHT OF CENTERUNE SM 130 TO STA. 145 s
1500 UN FT.
r-98
CMP
ki
END OF PROJECT
STA. 156+28.28
MINOR RECDNOMONING
NET LENGHT OF
CENTERUNE STA. 1 TO STA. 156+28.28 ® 1128.28 UN FT.