HomeMy WebLinkAbout1999 89-05-71.pdf1611V9 1vC '5ET
SHEET ABBREVIATIONS AND DETAILS
°' . OF QUANTITIES
H as r O.
SH No RIGHT—OF—WAY
SHEET 11 AND PROFILE
SHEET NO. —6-1-OSTANDARE) DETAIL DRAWINGS
SHEET NO—PLATES.
SHEET qSTRUCTURE
SHEET NO. — COMPUTER EARTHWORKS DATA
SHEET NO. — CROSS SECTIONS
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UNITED HIGHWAY EASEMENT— --- ---
SERVICE PEDESTAL
EXISTING RIGHT OF WAY —.._ ,� _ _�.
CABLE MARKER
NEW RIGHT OF WAY
POWER POLE
REFERENCE LINE
TELEPHONE
SLOPE INTERCEPT ..- ' `
RAILROADS
ORIGINAL GROUND PROFILE ^°"`-`"""�-m
MARSH
E)OSTING ROADWAY OR PRIVATE ENT. -! — °•6
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RIGHT OF -WAY
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CULVERT REQUIRED �„�m,
CULVERT REQUIRED PROFILE 0 ❑
OVER HEAD LINES
FENCE LINE -
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
PLAN OF PROPOSED
r rO' IMPROVEMENT
STAR PRAIRIE - DEER PARK ROAD
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CROIX COUNTY
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BATE OSMAY99
LINE
NUMBER
ITEM
ITEM DESCRIPTION
0010
30403
CRUSHES AGGREGATE BASE COURSE
0020
40501
ASPHALTIC MATERIAL FOR PLANT MIXES
003D
40713
ASPHALTIC CONCRETE PAVEMENT, TYPE MV
0040
64301
TRAFFIC CONTROL
0050
64601
PAVEMENT MARKING, 4-INCH, PAINT
E S T I M A T E
O F Q U A N T I T I E S
8936-05-71
UNIT
TOTAL
QUANTITY
C.Y.
990.00
990.00
TON
400.00
400.00
TON
6,570.00
6,570.00
LS
1.00
1.00
L.F.
40,224.00
40,224.00
0060 90004 MISC 90004A CONSTRUCTION STAKING LS 1.00 1,00
0070 90357 PULVERIZE AND RELAY EXISTING BASE AND S.Y. 26,840.00 26,840.00
SURFACE
n
I
L19
MISCELLANEOUS
OUANTITIES
x CRUZ" AOM&TATE
AND
TYPICAL SECTION
terAL ..1LQTlFY._ AQZ:lFI., IOf/1
SAE C3FAE 4BAABER
.
]' A9iUiTBO CON.MMIE PAYsiR1ET TPPE
9Y �r
F%%M= AND MAYED E9=M BASE AM
UWACE
_ AO ATE BASE C== W
TYPICAL F1N1?Eb IANT_P Esn G T.H H
PAYEMEIJT
ARKt
"PAINT
(STA. 10+70 TO STA. 120+50)
(4-NCH)
(4-WCH)
STA_,D TO crgitOYt
WHITS
YELLOW
j
,
LL
-LE.-
CTH H
r CRUSHED AOMMIE _
STA. 10+70 - 12+80
420
263
PANG ZONE NEST BOUND
-� 5..
SM 12 490 - 63+40
10,150
t0.1B0
NO PAS'SNG ZONE BOTH q�
S AN%9 LIX PAVEMENT TYPE W
STA 63+60 - 72+25
1.730
1.061
PAS040 ZONE EAST BOUND
PLR AND 142A%W 4ASE AND WAFAM
STA 72+25. - 73+60
2"
270
NO PASSM ZONE BOTH WtECIICNS
OMKMHED A9069ATIE BASE COMMMM
TYPIGAF FIM I±tY
STA 73+60 - 82+05
1,600
1,05E
PASS0i0 ZONE NEST BOUND
EMaZAM2LSEQM2LGJ.HH
(STA. 10+70 TO STA. 120+50)
STA 62+0.5 - 94t60
Z510
2,510
NO PASSNG ZONE BOTH ONS
STA - 10++'d0
2.DW
1,250
PASSING ZONE EAST SOUND
STA 10++SO - 109+50
96O
123
PASSING ZONE BOTH ONS
STA 109+50 - 115+15
1.730
1,061
PASSING ZONE NEST BOUND
HOTUNE
TELL 1-800-242-6511
STA 115+15 - 120+50
470
470
NO PASSNG 70NE BOTH DKMONS
MORTIfERM STATES
PULVERIZE AND R Y EXIE+ITNG BASF N0 4URFAM
MSC. 5M 154 E. 21M ST.
MF- (715)-254-3256 NEW RIONONO. MSG 54017
ATT. WAYNE HANSON M- 1-SOO-521-05n
ATTN. TERRY BOiN
.STATION TO S &MM LOC&MA ei-y-
CTH H
PROJECT TOTAL
21,960 LF.
14,264 LF.
ST CROD( NATURAL CAS
1925 RIDGEWAY ST. PG BOX 27
STA 1D+70 - 120+50 CL 26JM
HAAUONO, NO,:. 54015 SMIERSET, MSG 54M
TEL (715)-796-7000 TEL (715}-247-5279
ATE. LARRY GILBERTSON ATT. JASON GROTTY
PROJECT TOTAL 2OA40 S.Y.
ST CR= COUNTY HWY. I
P.0. BOX 104 -
1150 DAYS ST.
HA4MIOND MS. $4015
TEL (715 796-2227
ATM Dud Y,PE,R4.$, HWY. Cd MSMONER
TR tCTION KA
_ING 7RAEBC -CQNMQL[rSuEp
STATION Y0 Si'ARON L$, STA1FaV TO STd'ROp1 LS
AC�ECA7>n B[� R + I ERA
STATOH TO TON EEMAW
ASPHALTIC (bhl PgVFA�ENT
STATION TO SEATON
TYPE
kBV A 'A
PAS T
T 'a I P A 'T °I
ASPHALT
CTH H CTH H
CTH H
STA 10+70 - 120+50 CL 1 STA 10+70 - 12G+50 CL 1
STA 10+70 - 120+50 RTgLT. 990 SHOULDERS
CTH H
STA ID+70 - 120+50
CL
6,570
400 NANLNE
)
PROJECT TOTAL 1 L.S PROJECT TOTAL 9 LS.
PROJECT TOTAL 99tl C.Y
---_
PROJECT TOTAL.
6,570 TON
400 TON
t
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+0106
at
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RIGHT
RIGHT
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STA 10+41
EXMTM E4' CW
3 -..: i i3
19
M 2➢+05.53
I c 31' 26' 35`
Da D3O5'S3`
co 3 O2 FT Y E
T I 52 FT
L ima30 FT
L1102A AF'T
LC E T3b9 FT
S.E. S.DS '
S 8+4225a
Ic I9'2W3D'
Da 04V2'CI'
CD5Mm5lrE
T 12245 FT
R MGM FT
L 244,14 FT
LC 2436" FT
E U4 FT
SE,»"
a
NOTE: BLEND CRUSHED AGGREGATE SHOULDERING
UATERIAL. AT ALL AGGREGATE ENTRANCES TO YATCN
NOTE. DO NOT DISTURB
EXISTING SECTION CORNER.
STA 19+09
D=TM FE.. AGO, STA 19+55
STA 31460
I D=Tm P.E. AGO.
SCALE4.
F•r�i+r.r+,•+..+, is a •a a.
DaSTM 24' CW
$} $
c'm nw P a
M75 F8
C U
I
STA 19+25
E'I TSITRG FE. AGG.
$ STA 34+98
QGSTING FF..AM
T(
I
STA 51+30
EXISTING FE. W.C.
gJ L
I I
STA 51401
EXTSTrM PE. AFC'.
V
13
STA 55+77
EXISTING F.E. AM
i Q
I
1 STA 89+59
1EXISTING 24, ew
i Lg n
a
l6
STA 89+35
DasTm PE. AGG.
STA 92+96
EXISTING Pi AM
STA 94+94
EXIST5INIG Fr—AGG.
J g�
Rta+ STA 68+20
EXISTING IS- CMP 0 50` 100` ISO,
8 8 8 8
m o (7 a N CPS °52' E n
FT-
G
cacrrmx NOTE` DO NOT DMMR5
EXISTING SECTION CORNER.
M'X FNCJWF WAMM low m
NOTE BLEND CRUSHED AGGREGATE SHOULDERING 71 7
MATERIAL AT ALL. AGGREGATE ENTRANCES TO WATCH
C.T.H.. if FROM C.T.H.. 'CC' TO GT.t{. 'T'
SCALE
0 50' 100' 150°
$ $ s 4 a $ s
n $ s s *
STA 102+64 STA 108+42
EEXMTIING 8' CW
STA I05+22
EXMTWG E.E. AM
NOSE: STA 120+40 LT. & RT. AT C.T H. 'T `
AND 18SH ST. SAISF CUT.. BY OTHERS)
AND MATCH G PA ENT
STA 184
M PF. AM
+ �_ 8
N W418W E �
�FT
OO a' M SAW Cl'c AFIA�VEIdE 12D+50E D CONSTRUCTION
ANDNDMATCH
E)aSt [ ,< Rr . NOTE: EXISTING nON COOrr RRNER.
t-CAVEL s .. ii i{ 1y1 _..
flu�-�.,�
17
0
0
T
,001
Z
•( 1+ It
SYMBOLS
ElWORK
AREA
FLAGGER, EOUPPED WITH STOP/SLOW
PADDLE FASTENED ON SUPPORT STAFF
ON PORTABLE OR
FSIGN
PERMANENT SUPPORT
VARIABLE DISTANCE
i
I
F F F
SWITYPCAL}-1 5ODTTYPCALI---`L 500 WX 2WTO 30OCTYPICALT
Q
gW>20-1
W20-4 *204a
0
(N 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.
Q SIGN NOT REOUtED R FLAGGING OPERATION OCCURS WITHIN
A SIGNED ROAD WORK ZONE AREA.
m
USE OF THE 'BE PREPARED TO STOP- SIGN IS OPTIONAL. *HEN USED. THIS SIGN SHALL
BE LOCATED BETWEEN THE *20-To AND W20-4 SIGNS,. A SW TYPICAL SPACING. SHALL BE
PROVIDED BETWEEN THE SIGNS.
W2D-7o
TO 300'(TYPICAL)- SO/O';''W�IN, --
V
i
DETAILS OF TRAFFIC CONTROL DEVICES AND INSTALLATION NOT SHOWN DR THIS
DRAWING SHALL CONFORM 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 IR ADVANCE
OF THE ANTICIPATED TRAFFIC BACKER OR OUEUE,
WHEN A SDE'. ROAD OR RAMP WNTERSECTS THE FACILITY ON *HICK THE
WORK. IS BEING PERFORMED, ADDITIONAL TRAFFIC CONTROLS SHALL BE
PROVIDED AS SPECKED IN THE PLANS AND/OR THE SPECIAL PROVISIONS
OR AS DIRECTED BY THE ENGINEER,
FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR W DIRECT
COMMUNICATION AT ALL. TIMES, THEY SHALL BE EQUIPPED WITH
STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS, WHEN THE
FLAGGING OPERATION 5 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 O'ERATM
ALL SIGNS ARE 4B" X AS- UNLESS OTHERWISE NOTED,
Q
RQAR
W<4 > III,<
FAQ
5O(YfTYPCA0—-500'CTYPCAL)--
i i
VARIABLE DISTANCE
I
�011000001=
OF TRAFFIC LANE
EDGE LINE MARKING (WHITE) EDGE LINE MARKING (YELLOW)----/
CENTER LINE
MARKING (YELLOW) GENERAL NOTES
50' t? '12' DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO STANDARD
LAW LINE NOTE -'ALWAYS LEFT OF CENTER LINE SPECIFICAT*NS AND SPECIAL PROVISIONS.
4. MARKING RNATE) IN THE DIRECTION CIE TRAFFIC HALF CYCLE LENGTHS (25'10 WITH 2'VUMUM STRIPE LENGTHS SHALL BE PROVIDED ON
NO-PASSNG MARKING ROADWAYS (INCLUDING TEMPORARY TRAVELED WAYS) WITH REVERSE CURVATURE. CURVATURE
k -L:=/(YELLOW) M 'H-0, 11 OF OYER 5 DEGREES OR WHEN DIRECTED BY THE ENGINEER TO MARK UNUSUAL ALIGNMENT
CENTER LINE CENTER LIE --------- OF THE TRAVELED WAY.
T 3' NO PASSING ZONE TEMPORARY PAVEMENT MARKING 6 REOUSCED TO BE PLACED, WHERE APPROPRIATE,
NOTE:ALL DIMENSIONS SAME AS TWO WAY TRAFFIC 111 ALONG WITH CENTERLINE TEMPORARY PAVEMENT MARKING WHEN A SAME DAY PERMANENT PAVEMENT
MARKING ITEM IS INCLUDED 04 THE CONTRACT.
PMWU�u
&_671FAM
EDGE CDC MARKING FWRTE)---\ I I EDGE LINE MARKING (WHILE)
F*s14AKf!MHffXl[AlXL-A
CENTER LINE
4'
MARKING
(YELLOW)
59--V
NO -PASSING MARKNG
CENTER LINE UYELLOW) —7--=
----------------
SHOULDER
pil—wiffim
11020A
EDGE OF TRAFFIC LAW,
E�
EDGE OF TRAFFIC LANE
ONE WAY TRAFFIC
I=:> I NOTE
ARROW SYMBOL SHOWS DIRECTION OF TRAVEL
Of TRAFFIC LANE
LANE LINE N07E:A.LWAYS LEFT OF CENTER LINE
MARKING QIHTTEP IN THE DIRECTION OF TRAFFIC CENTER LINE [Hi=
-------------- -----------------------------
SHOULDER
FIGTE:ALL DIMENSIONS SAVE AS TWO WAY TRAFFIC
TWO WAY TRAFFIC ONE WAY TRAFFIC
TEMPORARY (INTERMEDIATE) PAVEMENT MARKING
(SHOWS CYCLE FOR TEMPORARY CENTER LINE OR TEMPORARY LANE LINE MARKING)
m
0
m
I
9
EDGE LIE MARKING
THROUGH HIGHWAY _v
`-'EDG£ LINE MARKING EXTENDED
°e LESS THAN V—
a END MARKNNG WHERE CORNER RADIUS BEGINS
i
III
EDGE LINE'. MARKING" -
�. �EXT
.vr
QEDGE LWE WHERE -r IS LESS THAN V
END MARKING WHERE CURB BEGINS t
'MINOR INTERSECTION
i
(TYPICAL MARKING)
NOTES
EDGE LINES SHALL BE OMITTED THROUGH INTERSECTIONS. EDGE LINES SHALL BE CONTILED
THROUGH DRIVEWAYS.
Q WHEN DISTANCE -A- IS LESS THAN 250 FEET', OMIT LAPS: LIE.
Q WHEN DISTANCE B- IS LESS TRAN *0 FEET, OMIT CHANNELIZING LANE LIE.
1:+ ALTERNATIVE MARKING SHALL BE PROVIDED WHEN SPECIFIED IN THE CONTRACT,
TYPICAL. SITUATIONS WKRE THIS MARKING MAY BE REOU.RED ARE WHERE THE
INTERSECTION IS ON A SHARP HORIZONTAL CURVE OR CREST VERTICAL CURVE IN AN
UNEIGNTED AREA SUCH THAT THE EDGE LINE MAY BE MISLEADING TO THE. MOTORIST OR
� DISAPPEAR FROM SIGHT.
LOCATE THE EDGE LINE ALONG THE TAPER WHERE, 'Tr IS 10'OR MORE.
_ END MARKING AT P.C.
OR END OF CURB & CUTTER `
B"
CHANIELIZING
— LANE LWE EDGE
8'0WtWTEl MARKI
OUGHT TURN LANE
CENTER LINE MARKING
LANE LIE
4- tfidTE) "'_`-. ..G�, . ®� EDGE LINE
(WROTE)
EDGE LINE
I' "A` MAR ;M
MAJOR INTERSECTIONS
(INTERSECTION WITH FULL RIGHT TURN LANE OR BYPASS LANES)
SLID15 C 8-70 1S REQUIRED WHEN THIS DRAWING
MINOR INTERSECTION WITH CURBS IS CALLED FOR IN THE PLANS.
Q(FOR SPECIAL CONDITIONS AS SPECIFIED)F PAVEMENT MARKING
tINTERSECT10NS)
STATE OF WISCONSIN