HomeMy WebLinkAbout2000-8931-01-70.pdfINDEX OF SHEETS
Sheet No. 1 Title
Sheet NoZ,�.Z3 Typical Sections and Details
Sheet No.3l Estimate of Quantities
Sheet No.3/� Miscellaneous Quantities
Sheet No. — Right -of -Way Plat
Sheet No.51-55Z.Plan and Profile
Sheet No�_� 3 Standard Detail Drawings
Sheet No,' Sign Plates
Sheet No. Structure Plans
Sheet No. Computer Earthwork Data
Sheet No. Cross -Sections
T❑TAL SHEETS = ��
�V
DESIGN DESIGNATION
A.D.T. C1994) = 2200
T. <% OF A.D.TJ = 4.1%
DESIGN SPEED = 55 M,P.H.
STATE OF WISCOONSIN
DEPARTMENT OF T ANSPOO RTATIOO N
PLAN OF FROF)OS D IMPROVEMENT
• � • � � • � �
CONVENTIONAL SIGNS
COUNTY LINE COMBUSTIBLE FLUIDS
CUNDER PRESSURE) �AUTI��
CORPORATE LIMITS �������������
UNDERGROUND UTILITIES
PROPERTY LINE GAS � —
LOT LINE — — — — — ELECTRIC E —
LIMITED HIGHWAY EASEMENT— TELEPHONE T —
EXISTING RIGHT OF WAY
NEW RIGHT OF WAY
REFERENCE LINE
SLOPE INTERCEPT
❑RIGINAL GROUND
MARSH OR ROCK PROFILE
CULVERT IN PLACE
CULVERT REQUIRED
SERVICE PEDESTAL
CABLE MARKER PLL
POWER POLE CJ
,- --'- TELEPHONE POLE
CULVERT REQUIRED (Profile)
o .�►
It ■
RAILROADS
MARSH
WOODED AREA
RIGHT-OF-WAY
MARKERS
OVERHEAD LINES
Sorg
z
0
M
F-
EXCEPTION
� STA 38+74
I � ll T-"T-1—f
il4 �` JY.
=�
- O.H.-
(STH 64 - 188th AVE)
CTH "IC"
ST. CROIX COUNTY
R.19W.
STATE PROJECT NUMBER
8937-0��-70
R.18W.
TO STA 40+14
LAYpU7
SCALE o 1 I�MI.
R.18W. I R,17W.
T❑TAL NET LENGTH OF CENTERLINE = 0.723 MI. C3816.15 FEET>
END PROJECT
STA 50+45.00
X = 559429.292
Y = 398748.571
STATE PROJECT
8937-01-70 GAUP)
BEGIN PROJECT
STA. 10+88.85
X = 559695.647
Y = 394820.410
COORDINATES SHOWN ARE REFERENCED TO THE
WISCONSIN COORDINATE SYSTEM CENTRAL ZONE,
MEASURED FROM ST. CROIX CO. GEODETIC REFERENCE
STATION AND RELATIVE TO THE WISCONSIN HIGH
PRECISION GRID NETWORK. ELEVATIONS ARE RELATIVE
TO THE NAVD 88 ADJUSTMENT.
ACCEPTED F❑R
ST. CROIX COUNT
FEDERAL PROJECT
PROJECT CONTRACT
' 80
DATE
❑RIGINAL PLANS F
Ceder_
corporation
landeers . wchif IanCscoQnners
surveyors • pe or<
604 W,+son Avenue
14enamonie, Wiscaniin 54751
715-?J5-9081
800-477-7371
spetiWrsis FAX 715-ZJS-?727
tlesrgners nwx.ceearcory.cwn
MICHAEL C.
STOFFEL
� E-31143 �
C�PEWA FALLS, �,
WI
3�Z�L�
DATE
STATE OF WISC❑NSIN
DEPARTMENT OF TRANSPORTATION
PREPARED BY
Surveyor CEDAR CORP
Designer CEDAR CORP.
District Exnnlner
District SuperviG„r
Prof. Dev. Engineer
C.O. Exnnlner
APPROVED F❑R DISTRICT OFFICE
AoO DISTRIC DESIGN UPE DR,...._.
LIST OF STANDARD ABBREVIATIONS
ADJ.
ADJUST
AGG,
AGGREGATE
AH,
AHEAD
ASPH,
ASPHALT
AVG.
AVERAGE
A.D.T.
AVERAGE DAILY TRAFFIC
BEG.
BEGIN
B.A.
BEGIN ABRUPT
8K,
BACK
8/W
BACK OF SIDEWALK
BIT.
BITUMINOUS
C.B.
CONTROL CABINET
C, 1� ,
CA
CENTER LINE
C.E.
COMMERCIAL ENTRANCE
CENTRAL ANGLE OR DELTA
C�ONC.
CONCRETE
CONST,
CONSTRUCTION
CO,
COUNTY
C.T.H.
COUNTY TRUNK HIGHWAY
C,Y. or
CU. YD.
CUBIC YARD
C.P,
CULVERT PIPE
D,
DEGREE OF CURVE
E.A.
END ABRUPT
EA.
EACH
E.
EAST OR EAST PROJECT COORDINATE
E.
ELECTRICAL LINE
E.8,
EASTBOUND
ELEC,
ELECTRICAL
L. or
ELEV.
ELEVATION
E.P.
ELECTRICAL POLE
EXIST.
EXISTING
F/W
FRONT OF SIDEWALK
FT,
FOOT
G,
GAS
G.V.
GAS VALVE
HOR,
HORIZONTAL
HYD.
FIRE HYDRANT
INL.
INLET
I.D.
INSIDE DIAMETER
INV.
INVERT (ELEVATION)
I.P.
IRON PIPE OR PIN
L8.
POUND
L.
LENGTH (OF CURVE)
L.F. OR
LIN. FT.
LINEAR FOOT
LT.
LEFT
MAX.
MAXIMUM
M.H.
MANHOLE
MI.
MILE
M.L. or
MA
MATCH LINE
MIN.
MINIMUM
N,
NORTH OR NORTH PROJECT COORDINATE
N.S.P.
NORTHERN STATES POWER
N.B.
NORTHBOUND
N0.
NUMBER
N.E.
NORTHEAST
NOR.
NORMAL
N.W.
NORTHWEST
PAV'T,
PAVEMENT
P.E.
PRIVATE ENTRANCE
P8 OR
P.B.
PULL BOX
P,C,
POINT OF CURVATURE
P,1,
POINT OF INTERSECTION
P.T.
POINT OF TANGENCY
QTY.
QUANTITY
R. OR RAD.
RADIUS
R.P.
RADIUS POINT
RL, R/L,
REFERENCE LINE
R.P.
REFERENCE POINT
R.C,C,P,S,S.
REINFORCED CONCRETE CULVERT PIPE, STORM SEWER
REQ'D,
REQUIRED
REF.
REFERENCE LINE
RECONST,
RECONSTRUCT
RT.
RIGHT
R/W
RIGHT—OF—WAY
RD.
ROAD
SAN.
SANITARY SEWER
SW.
SIDEWALK OR SOUTHWEST
S.
SOUTH
5.8.
SOUTHBOUND
SB.
SIGNAL BASE
or SO. FT.
SQUARE FEET
S.Y. or SQ. YD.
SQUARE YARD
ST.
STREET
S.D.D,
STANDARD DETAIL DRAWINGS
STH
STATE TRUNK HIGHWAY
SSA
STORM SEWER
S.E.
SUPERELEVATION OR SOUTHEAST
T.
TANGENT OR TELEPHONE LINE
T.C.P.
TEMPORARY CONSTRUCTION PERMIT
T.P.
TELEPHONE POLE
T.L.E.
TEMPORARY LIMITED EASEMENT
TN.
TOWN
TYP.
TYPICAL
UNCL,
UNCLASSIFIED EXCAVATION
U.S. G.S.
UNITED STATES GEOLOGICAL SURVEY
USH
U.S. HIGHWAY
VAR.
VARIABLE
V.C.
VERTICAL CURVE (LENGTH)
VERT.
VERTICAL
C,
VERTICAL POINT OF CURVATURE
V.P.I.
VERTICAL POINT OF INTERSECTION
V.P.T.
VERTICAL POINT OF TANGENCY
W.
WATERMAIN
W.
WEST
W.B.
WESTBOUND
W.V.
WATER VALVE
ATE PROJECT NUMBER ISHEET
8937-01- 70
STANDARD ABBREVIATIONS
STANDARD DETAIL DRAWINGS
PAGE DESCRIPTION
15 C 8-8o PAVEMENT MARKING (MAINLINE)
S.D.D. 15 C 8-8b PAVEMENT MARKING (INTERSECTIONS)
S.O.D. 15 C 12-2 TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATIONS)
GENERAL NOTES
NO TREES OR SHRUBS ARE TO BE REMOVED WATHOU7 THE PRIOR APPROVAL
OF THE ENGINEER,
UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION ONLY,
CONTRACTOR SHALL NOTIFY UTILITIES AND HAVE ALL UTILITIES LOCATED
PRIOR TO EXCAVATION.
WHEN THE QUANTITY OF THE ITEMS OF BASE OR SURFACE COURSE IS MEASURED
FOR PAYMENT BY THE TON, THE DEPTH OF THICKNESS OF THE COURSE
SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WALL
DEPEND ON THE DISTRIBUTION OF MATERIAL AS DIRECTED BY THE ENGINEER.
TYPICAL FINISHED SECTION C.T.H. K
(STA. 10+88.85 TO STA. 50+45.00)
40'
-+- 2' 6' 12'
r
r�-�=TTT' EXISTING CRUSHED AGGREGATE BASE COURSE
EXISTING PAVEMENT, PULVERIZE AND RELAY TO A
MIN. DEPTH OF 4" OR FULL DEPTH OF EXISTING PAVEMEIT
3" ASPHALTIC CONCRETE PAVEMENT, TYPE MV (BY OTHERS)
3" ASPHALTIC CONCRETE PAVEMENT, TYPE MV
3" CRUSHED AGGREGATE BASE COURSE, SHOULDERS
12'
i
CURVE 1
T = 210.0
L = 150.0
100 50
+0.0s------------
+0.04-------Rf -----
+0.02 --------------
o
c)-0.02
----
-0.04
-------�-
-
-0.06
------------
M
M
M
M
ci
O
^f
ttoo
N1
I
+
to
(+0
F
Q
F
V)
1a
N
V/
to
U
a
—
+0.04
— —
+0.02
— —
z
U
-0.02
-G
-0.04
— -
-0.06
— —
a
0
O
N
Q
V)
T = 210,0
L = 150.0
100 50
rn
N
�
06
N
+
+
O
N
N
ace
V)
in
M
(T
h
N
T = 210,0
L = 15 0. 0
50 100
+o.06 ------------
+0.04 -----
z+0.02-------- ------
O Ct
V-0.02-------
4 ----- Cj--------
6------------
a a a O v
O O oq OD OD
a n N co
co + O+ +
^ N N
!a-
� V) V) u! N
H
a
CURVE 2
m
rn
N
N
�
O
tO
+
+
N
N
N
h
F
V)
(n
U
a
T = 210,0
L = 150,0
50 100
+ 0.0 6 :MEN
4 — — — — — — — — — — — —
2 — — — — — — — — — —
U-0.02 — — — — — — —
4----- �kv S— — — — — — —
6-----------
Ct N N N N CA
oNi a rn a 0
�ry a a W)i to
N N N N N
V~j V) V) V) V1
h
a
ST
8937-01-70
SUPER ELEVATION
TRANSITION DIAGRAMS
DATE 02MAY00
LINE
NUMBER ITEM ITEM DESCRIPTION
0010 30403 CRUSHED AGGREGATE BASE COURSE
0020 40301 QMP, ASPHALTIC MIXTURE
0030 40713 ASPHALTIC CONCRETE PAVEMENT, TYPE MV
0040 64301 TRAFFIC CONTROL
0050 64601 PAVEMENT MARKING, 4-INCH, PAINT
0060 90004 MISC 90004A CONSTRUCTION STAKING
0070 90357 PULVERIZE AND RELAY EXISTING BASE AND
SURFACE
E S T I M
A T E OF QUANTITIES
8937-01-70
UNIT
TOTAL
QUANTITY
C.Y.
125.00
125.00
TON
2,695.00
2,695.00
TON
2,695.00
2,695.00
LS
1.00
1.00
L.F.
15,824.00
15,824.00
LS
1.00
1.00
S.Y.
10,632.00
10,632.00
SHEET: 3.1
SHEET N
PAVEMENT MARKING (PAINT)
EDGE MARKING CENTERLINE
(4-INCH) (4-INCH)
WHITE YELLOW
L.F. L.F.
STATION TO STATION
10+88.85 - 50+45.0 7912 7912
PROJECT TOTAL 7912 7912
PULVERIZE AND RELAY OF EXISTING BASE AND SURFACE
STATION TO STATION S.Y.
10+88 - 38+74 2870
40+13 - 50+45 7762
PROJECT TOTAL 10632
ASPHALTIC CONCRETE PAVEMENT. TYPE MV
PAVEMENT
STATION TO STATION LOCATION TONS
10+88.85 - 38+74 MAINLINE 1300
SHOULDERS 670
40+14 - 50+45.0 MAINLINE 485
SHOULDERS 240
PROJECT TOTAL 2695
REMARKS
'NO PASSING" 80TH DIRECTIONS
CONSTRUCTION STAKING
PROJECT TOTAL 1
TRAFFIC CONTROL
PROJECT TOTAL
1
CRUSHED AGGREGATE BASE COURSE SHOULDERS
C.Y.
STATION TO STATION LOOSE
10+88.85 - 38+74 50
40+14 - 50+45 75
PROJECT TOTAL 125
8937- u l - 70 ( /
MISCELLANEOUS QUANTITIES
STA. 10+88.85
EXISTING JOINT
_
v
_ vi ti
,
{
a,__.___.___..
^` 10+00
r _
r
u
STATE PROJECT NI
8937-01-
PLAN
*
SEE SUPER ELEVATION TRANSITION DIAGRAMS
FOR TRANSITIONS
AUP)
�6�4 /
CURVE DATA #1 * '
P.I. = 18+03.25 -
= 17' 43' 10"
D = 06' 56' 08"
T 818.33'
L = 255 49'
S= 0.06 ,
STA. 12+59
50' - 18" CMP 20 00 N
� Y-r
GOOD CONDITION d}''
- - - - '-
soor
----------- --------- ---------- ------------ --- -
-- ................ -- --_.------------ --
N
NOTE: BLEND CRUSHED AGGREGATE SHOULDERING
MATERIAL AT ALL AGGREGATE P.E. 'S AND F.E.'S
' STA. 24+54, lT
� � 45 L.F. SAWCUT (8Y OTHERS) STA. 32+70, LT
-- MATCH EXISTING BIT. AGGR. F.E.
a
STA. 22+38 I t
73' - 18" CMP - - - ... a --r.........- -- -- -_ _
GOOD CONDITION �- _ -- - - --
-----
_ - _
25+00
Y r30+00-
--- - _..... ..... ..... _ ._
- - r— -'
low
,
r
��k' CURVE DATA k2 * CL
�ak� c► P.I. = 23+18.93 STA, 24+47, RT
- M A = 18' 52' 07" 35 L.F. SAWCUT (BY OTHERS)
D = 06' 53' 16" z MATCH EXISTING BIT. P.E.
R = 831.86' 38' - 18" CMP
T = 138.23' o GOOD CONDITION
L = 273.94' z
S = 0.06 w
•
�k SEE SUPER ELEVATION TRANSITION DIAGRAMS
FOR TRANSITIONS
NET LENGTH OF CENTERLINE STA 10+88.85 TO STA 32+00 = 211115 LIN FT.
STATE PROJECT NI
8937-01-
PLAN
*
SEE SUPER ELEVATION TRANSITION DIAGRAMS
FOR TRANSITIONS
AUP)
�6�4 /
CURVE DATA #1 * '
P.I. = 18+03.25 -
= 17' 43' 10"
D = 06' 56' 08"
T 818.33'
L = 255 49'
S= 0.06 ,
STA. 12+59
50' - 18" CMP 20 00 N
� Y-r
GOOD CONDITION d}''
- - - - '-
soor
----------- --------- ---------- ------------ --- -
-- ................ -- --_.------------ --
N
NOTE: BLEND CRUSHED AGGREGATE SHOULDERING
MATERIAL AT ALL AGGREGATE P.E. 'S AND F.E.'S
' STA. 24+54, lT
� � 45 L.F. SAWCUT (8Y OTHERS) STA. 32+70, LT
-- MATCH EXISTING BIT. AGGR. F.E.
a
STA. 22+38 I t
73' - 18" CMP - - - ... a --r.........- -- -- -_ _
GOOD CONDITION �- _ -- - - --
-----
_ - _
25+00
Y r30+00-
--- - _..... ..... ..... _ ._
- - r— -'
low
,
r
��k' CURVE DATA k2 * CL
�ak� c► P.I. = 23+18.93 STA, 24+47, RT
- M A = 18' 52' 07" 35 L.F. SAWCUT (BY OTHERS)
D = 06' 53' 16" z MATCH EXISTING BIT. P.E.
R = 831.86' 38' - 18" CMP
T = 138.23' o GOOD CONDITION
L = 273.94' z
S = 0.06 w
•
�k SEE SUPER ELEVATION TRANSITION DIAGRAMS
FOR TRANSITIONS
NET LENGTH OF CENTERLINE STA 10+88.85 TO STA 32+00 = 211115 LIN FT.
NOTE: BLEND CRUSHED AGGREGATE SHOULDERING
MATERIAL AT ALL AGGREGATE P.E.'S
- - - - -
30+00 ---- --"' ---- -
c
STA. 47+30, LT
DIRT F.E.
-45+00
NOTE: BLEND CRUSHED AGGREGATE SHOULDERING
MATERIAL AT ALL AGGREGATE P.E.'S
8937-01-70(AUP
PLAN
STA
3B+74
STA 40+14
END
AT
STA. 38+57
106' — 24" CMP
GOOD CONDITION
w
Z
STA.
50+32
a
54' —
18" CMP
GOOD
CONDITION
; L ;
00
ro i
__.... ... ... _
.. 50+00
50+84.53
t411
i
0
STA. 50+82, RT
46' — 18" CMP
GOOD CONDITION
STA. 42+02, LT
DIRT F.E.
MILLINGS TO
BE
PULLED AWAY FOR 200'
FROM
EXISTING
DECK JOINT
TO
MATCH EXISTING BRIDGE
DECK
PROFILE.
END PROJECT 8937—Oi-70
S.
2
EXCEPTION TO NET LENGTH OF CENTERLINE STA 38+74 TO STA 40+14 = 140.00 LIN FT.
NET LENGTH OF CENTERLINE STA 32+00 TO STA 50+45.00 = 1705.00 LIN FT.
N
v
v
;sy
N
N
TWO-LANE ROADWAY
500' (TYPICAL)
SYMBOLS
Ell
WORK AREA
FLAGGER, EQUIPPED WITH STOP/SLOW
PADDLE FASTENED ON SUPPORT STAFF
F SIGN ON PORTABLE OR
PERMANENT SUPPORT
VARIABLE DISTANCE
500
' (TYPICAL)
IO FOR A MOVING WORK OPERATION,
SIGNING FOR BOTH DIRECTIONS SHALL BE REESTABLISHED
(AS SIMULTANEOUSLY AS PRACTICAL) AT APPROXIMATELY
3500 FOOT INTERVALS IN THE MOVING WORK OPERATION
OR AS DIRECTED BY THE ENGINEER.
2O SIGN NOT REQUIRED IF FLAGGING OPERATION OCCURS WITHIN
A SIGNED ROAD WORK ZONE AREA,
I
200' TO 300' (TYPICAL)
BE USE OF THE "BE PREPARED TO STOP" SIGN IS OPTIONAL. WHEN USED, THIS SIGN SHALL
PREPARED BE LOCATED BETWEEN THE W20-7a AND W20-4 SIGNS. A 500' TYPICAL SPACING SHALL BE
TO STOP , PROVIDED BETWEEN THE SIGNS.
W20-7b
200' TO 300' (TYPICAL)
GENERAL
w
OF TRAFFIC
SHALL CONFORM
DETAILS CONTROL DEVICES AND INSTALLATION NOT SHOWN ON THIS
DRAWING TO THE PERTINENT REQUIREMENTS OF THE STANDARD
SPECIFICATIONS. THE SPECIAL PROVISIONS, AND THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES.
THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS AND DEVICES
(AND THE LOCATION OF ALL FLAGGERS)SHALL BE ADJUSTED TO FIT FIELD
CONDITIONS AS DIRECTED BY THE ENGINEER.
THE FIRST ADVANCE WARNING SIGN SHOULD TYPICALLY BE LOCATED IN ADVANCE
OF THE ANTICIPATED TRAFFIC BACKUP OR QUEUE.
WHEN A SIDE ROAD OR RAMP INTERSECTS THE FACILITY ON WHICH THE
WORK IS BEING PERFORMED, ADDITIONAL TRAFFIC CONTROLS SHALL BE
PROVIDED AS SPECIFIED IN THE PLANS AND/OR THE SPECIAL PROVISIONS
OR AS DIRECTED BY THE ENGINEER.
FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT
COMMUNICATION AT ALL TIMES. THEY SHALL BE EQUIPPED WITH
STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS. WHEN THE
FLAGGING OPERATION IS NOT IN EFFECT, THE 'FLAGGER AHEAD',
THE "ROAD WORK AHEAD" AND THE ONE LANE ROAD AHEAD"
SIGNS SHALL BE COVERED OR REMOVED AND THE HIGHWAY RESTORED
TO NORMAL OPERATION.
ALL SIGNS ARE 48" X 48" UNLESS OTHERWISE NOTED.
O
CONE LANE ROAD
ROAD WORK
AHEAD AHEAD
wzo-� wzo-)
500' (TYPICAU
VARIABLE DISTANCE
500' (TYPICAL)
O
TRAFFIC CONTROL FOR LANE
CLOSURE (SUITABLE FOR
MOVING OPERATIONS)
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED
n �(
AT
FHWA
U�c��-ua��
STATE TRAFFIC ENGINEER FOR HWYS
S.D.D. 15 C 12-;
SHOULDER
EDGE LINE MARKING tWHITE)
CENTER LINE _
MARKING (YELLOW)
- 50' 12
416 /
CENTER LINE611
SHOULDER
EDGE OF TRAFFIC LANE
NO -PASSING
(YELLOW)
EDGE LINE MARKING (WHITE)
TWO WAY TRAFFIC
EDGE OF TRAFFIC LANE
EDGE OF TRAFFIC LANE
SHOULDER
EDGE LINE MARKING (YELLOW)
NOTE: ALWAYS
LEFT OF CENTER LINE
LANE LINE
MARKING (WHITE) IN
THE DIRECTION OF TRAFFIC
LINE------------------------------
--------------CENTER
NOTE: ALL DIMENSIONS SAME AS
TWO WAY TRAFFIC
EDGE
LINE MARKING (WHITE)
HIM;- 1-_ ______ ___ __)) ( _ ________
€M ii3==3e:
SHOULDER
EDGE OF TRAFFIC LANE
PERMANENT PAVEMENT MARKING
ONE WAY TRAFFIC
SHOULDER �— EDGE OF TRAFFIC LANE ( ' SHpULDER EDGE OF TRAFFIC LANE
CENTER LINE _
MARKING (YELLOW)
50' 4'
y ®�411
CENTER LINE
7--3 ------- v�rrrr
SHOULDER
LANE LINE NOTE: ALWAYS LEFT OF CENTER LINE
OMARKING (WHITE) IN THE DIRECTION OF TRAFFIC
2
NO —PASSING MARKING
(YELLOW) t s€za:= 3i=-_
''-'--'"" CENTER LINE
EDGE OF TRAFFIC LANE � � SHOULDER
NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC
ONE WAY TRAFFIC
TEMPORARY (INTERMEDIATE) PAVEMENT MARKING
(SNOWS CYCLE FOR TEMPORARY CENTER LINE OR TEMPORARY LANE LINE MARKING)
GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS.
Ol HALF CYCLE LENGTHS (25't) WITH 2'MINIMUM STRIPE LENGTHS SHALL BE PROVIDED ON
ROADWAYS (INCLUDING TEMPORARY TRAVELED WAYS) WITH REVERSE CURVATURE, CURVATURE
OF OVER 5 DEGREES OR WHEN DIRECTED SY THE ENGINEER TO MARK UNUSUAL ALIGNMENT
OF THE TRAVELED WAY,
O2 NO PASSING ZONE TEMPORARY PAVEMENT MARKING IS REQUIRED TO BE PLACED, WHERE APPROPRIATE,
ALONG WITH CENTERLINE TEMPORARY PAVEMENT MARKING WHEN A SAME DAY PERMANENT PAVEMENT
MARKING ITEM IS INCLUDED IN THE CONTRACT,
NOTE
ARROW SYMBOL (�) SHOWS DIRECTION OF TRAVEL
S.D.D.15 C 8-8a
t 50'
EDGE LINE MARKING I
_ < _ _ THROUGH HIGHWAY
OEDGE LINE MARKING EXTENDED
WHERE "W" IS LESS THAN 10'�
END MARKING WHERE CORNER RADIUS BEGINS
MINOR INTERSECTION WITHOUT CURBS
EDGE
1'
EDGE OF
PAVEMENT
cnrc � ��ir �I�DVIAIr
MINOR INTERSECTION WITH CURBS
(TYPICAL MARKING)
NOTES
EDGE LINES SHALL BE OMITTED THROUGH INTERSECTIONS. EDGE LINES SHALL BE CONTINUED
THROUGH DRIVEWAYS.
(� WHEN DISTANCE "A" IS LESS THAN 250 FEET. OMIT LANE LINE.
U WHEN DISTANCE "B" IS LESS THAN 100 FEET, OMIT CHANNELIZING LANE LINE.
O3 ALTERNATIVE MARKING SHALL BE PROVIDED WHEN SPECIFIED IN THE CONTRACT.
TYPICAL SITUATIONS WHERE THIS MARKING MAY BE REQUIRED ARE WHERE THE
INTERSECTION IS ON A SHARP HORIZONTAL CURVE OR CREST VERTICAL CURVE IN AN
UNLIGHTED AREA SUCH THAT THE EDGE LINE MAY BE MISLEADING TO THE MOTORIST OR
DISAPPEAR FROM SIGHT.
4O LOCATE THE EDGE LINE ALONG THE TAPER WHERE "W" IS 10' OR MORE.
OS THE EDGE LINE IN THE TAPER AREAS OF THE BYPASS LANE AND THE BYPASS
LANE SHALL BE LOCATED 1 FOOT FROM EDGE OF PAVEMENT TO THE OUTSIDE
EDGE OF EDGE LINE.
_END MARKING AT P.C.
OR END OF CURB & GUTTER
O
Il
RIGHT TURN LANE
LANE LINE EDGE LINE
(WHITE)
CHANNELIZING
LANE LINE
8" (WHITE)
MAJOR INTERSECTIONS
(INTERSECTION WITH FULL RIGHT TURN LANE OR BYPASS LANES)
MINOR INTERSECTION WITH CURBS
� (FOR SPECIAL CONDITIONS AS SPECIFIED)
EDGE LINE
MARKING
EDGE LINE
MARKING
PAVEMENT MARKING
(INTERSECTIONS)
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
S.D.D.15 C 8->