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A.D,T. (1994) = 1100
A.Q.T. (2014) = 1342
D.H.V. = 200
D. % OF A.D,T) = 607
T. �7 OF kD.T) = io%
V. = 45 M.P.H.
SHEET
SHEET
SHEET DESCRIPnON
I
TITLE SHEET
2
DETAILS AND TYPICAL SECTIONS
MOR
— 10
PLAN & PROFILES
,ST. CIRMN COUNTY RMHWAY DE1Pz%RTFAEHT
PLAH OF PROPOI'ZOED 19PROVEMENT
S.T.H. 64 — 210th AVENUE
C.T.H. 1711 CONVENTIONAL SIGNS
COUNTY LINE COMBUSTIBLE FLUIDS
(UNDER PRESSURE)
TO
ST. CROIX COUNTY CORPORATE LIMITS :/Zzzzzzzz—/Zz/ UNDERGROUND UTILITIES
PROPERTY LINE GAS
PROJECT 97-T-1/SOUTH LOT UNE ----------- ELECTRIC ---E
LIMITED HIGHWAY EASEMENT — — — — -- TELEPHONE
EXISTING RIGHT OF WAY OVERHEAD ELECTRIC
NEW RIGHT OF WAY SERVICE PEDESTAL
REFERENCE LINE CA8I.E MARKER c.
SLOPE INTERCEPT POWER POLE
ORIGINAL GROUND TELEPHONE POLE
R 17 W MARSH OR ROCK PROFILE RAILROADS �`r+-J-H
CULVERT IN PLACE MARSH
CULVERT REQUIRED y WOODED AREA
CULVERT REWIRED (Profle) FENCE LINE
0
END PROJECT
lel STA. 115-4-74.18 10"
X = 1,371,063
ST NTBN Y = 495,750
cy U
A-
11 h T — .31 — IT
13
R M N BEGIN PROJECT
ICH ACCEPTED FOR
0 MER STA. 10+00,00 ST. CROO( COUNTY
rj X = 1,371,250
RIN IRIE Y = 485,250
Al
ORIGINAL P OfFfr �,j4PED BY
LAYOUT
SCALE z ROGER LYNN
Hut,IPHREY W
E-27614 W
C;�,® WOODVILLE
WIS, 'Y
COORDINATES SHOWN ARE REFERENCED TO IIHE
TOTAL NET LENGTH OF CENTERUNZ - W.934 Mt. VASCONSIN COORDINATE SYSTEM CENTRAL ZONE. "',VON A)� �'- lk%
I
m
ARM
Gammon Excavation - C.Y.
Sta 11+00 - 22+00
Sta 22400 - 115474
TOTAL
12' Granular Subbase - C.Y.
Sta 11400 - 22+00
Sta 22+00 - 115+74
TOTAL
Cut.
9791
--L07A
14,862
M'SCEL',AMOUS QU&NTZITTES
Agg, Base Conran - C,y,
rill
330 Sta 11400 - 22+00 1432
4955 Sta 22400 - 115-74 _§207
10,285 TOTAL 7,339
3" Asphaltic Concrete Pavement Ton,
2130 Sta 11400 - 22+00 Son- & & Q
—6B32 St4 22+00 - 115+74 'fit 0
10,969 TOTAL BOBS
b� 3
DUSTING HALF SECTION FINISHED HALF SECTION
WIDENING
WIDENING AND SHOULDERS By OTHERS
CRUSHED AGG. BASE COURSE SHOULDERS
0.02% 104Z 8" CRUSHED A= BASE COURT, WIDENING
MILL- ASPHALT PAVEMENT VAR 4-
MILL AND RELAY TO A DEPT14 Z5:1 MAX
OF 4* AT A 0.02% 43�'�ASPHALT GONG, PAVEMENT
MOSS SLOPE. BASE AND SURFACE
PULVERIZE AND RELAY EXISTING 4--6' CRUSHED AGO. BASE COURSE
BASE AND SURFACE, a- DEPTH (DOSING SHOULDER MATERIAL)
0
PONT REFERRED TO ON PROFILE
TYPICAL TANGENT SECTION
cm 'r
C;,% STA. 22+00 TO STA. 115+7418
13
/FT 0.04'/FT-
0.02'/FT I I I 02'/FT
— 3' ASPHALTIC CONCRETE
PAVEMENT
— 8CRUSHED AGGREGATE BASE COURSE
12* GRANULAR SUBBASE COURSE
TYPICAL FINIS�d SECTION
STA, 11+00 TO STA, 22+00
GENERAL NOTES
NO TREES ARE TO BE REMOVED WITHOUT THE
APPROVAL OF THE ENGINEER
EXACT LOCATIONS OF PRIVATE AND FIELD
ENTRANCES ARE TO BE DETERMINED BY THE
ENG:NEER,
ME LOCATIONS OF DUSTING AND PROPOSED UTILITY INSTALLATIONS
SHOWN ON ME PLANS ARE APPROMMARE THERE MAY K OTHER
UTILITY INSTALLATIONS WITHIN THE PROJECT AREA WHICH ARE NOT
SHOWN ON THE PLAN.
BEARINGS SHOWN ON THE PLANS ARE ASSUMED BEARINGS,
SILT FENCE (FOR SILTY SOILS) IS TO BE PLACED AS SHOWN ON THE PLANS
OR AS DIRECTED BY THE ENGINEER AND IN PLACE PRIOR To CONTRUCTiON,
APPLICABLE STANDARD DETAIL DRAWINGS
S.D.D.8E9-4
12
SILT FENCE
S,D.D.
BFI-11 APRON END WALES FOR CULVERT PIPE
S.D.D.
14820-31 STEEL THRIE BEAM STRUCTURE APPROACH
S.D.D.
14820-3d STEEL THFUE BEAM STRUCTURE APPROACH,
S.D.D.
15C2-3 BARRICADES AND SIGNS FOR ROAD CLOSURES
CONNECTION TO BRIDGE RAILINGS TYPES 'F- AN:, 'W'
S.D.D.
ISM-7c PAVEMENT MARKING (MANUFF)
S.D.D.
ISCB-7b PAV94ENT MARRING (INTERSECTIONS)
S.D.D.
15C12-2 TRAFFIC CONTROL FOR LANE CLOSURE
(SUITABLE FOR MOVING OPENATIONS)
UTILITIES
DIGGERS HOTUNE
TOLE. 1-800-242-6511
FRONTIER COMMUNICATIONS OF ST, CROIX
154 E SECOND ST
NEW RICHMOND. 'M 54017
TEL (715)-246-2271
ST. CROIX ELECTRIC Co-op
HIGHWAY 12 ISALOWN WI 54002
TEL (715)-684-333�
LARRY GILBERTSON
ST. CROIX COUNTY HWY, DEPARTMENT
P.O. Box 108
IM DAMS ST.
HAMMOND, WAS. SADIE
TEL (715)-796-2227
DANIO L FEDDERLY, HWY, COMMISSIONER
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