HomeMy WebLinkAboutG 8650-01-70 2000.pdf&I
I
Sheet No. I Title
Sheet No.Z.J-Z.14 Typical Sections ana Details
Sheet No. j-!. .3 EStima1e Of Ouantitie5
Sheet No-BA-3 G Misce.Cloneous Ouontities
Sheet N0.41.4.(ORight of Ray Plat
Sheet NO.Cy,[�,`-, Plan and Profile
Sheet NO.(,,I-&.j%Stonocra Detail Dro®ings
Sheet No. - Sign Plates
Sheet No. - Structure Plans
Sheet No.. 9.1 .yq Computer Eo thWarK Data
Sheet No q.j.-j,'50 Cross Sections
DESIGN DESIGNATION
RURALL,
A.Q.S. 2000
IFOO
A.Q.T. 20ZO
2400
DAV.
280
D. n
60-40
T.
6.6%
DESIGN SPEED
55 MPH
ESALS
N/A
STATE
DEPARTMENT • •' •
PLAN OF " ► IMPROVEMENT■
VALLEY GLEN ROAI
N END PROJECT 8650-01-70
STA. 442.21.4 SYME AVE.
E 660829 tt2001)
N 374732 (t2001)
T-30-N
CROIX COUNTY
i1''
�A I
CONVENTIONAL SYMBOLS
COUNTY LINE
®
COMSUSTSLE FLUIDSdwW4�
CORPORATE LIMITS
/--/
1GGL%%z
UNDERGROUNDUTILITIES
iLIMITS///ll//
PROPERTY LIE
i&L-
GAS
---- C—
LOT LINE
— — — _
ELECTRIC
— E ---.
35
r
S
LIMITED EAEEAENT
L ®— _
TELEPHONE OR TELEGRAPH
— T ------
V1uC
l
EMING RIGHT LE RAY
--- --- ---
COMMLWATIONS UNE
----- C ---_
,�
PROPOSED OR NEW R/W LME
SERYOE PEDESTAL
t
G
SURVEY LINE
ROVER POLE
�7
T
SLR WTERCEPT
-- ^_.
TELEPHONE POLE
0
R-15-W
ORIGINAL GROM
.---
RAILROAD
=
MARSH OR ROCK PROFILE
'®
^`
SANTARY SEWER
---SAN—
LAYOUT
(To as noteo 49 .gyG3n}
STORM SEVER
----SS—
O 3M&
('}
WATER
W_
SCALE J
MARSH AREA
-w F
•..--.
ExtiTWG CULVERT
WOODED OR SHRUP AREA
PROPOSED CULVERT
(eox Or m"I
RURAL 8.970 ML
UL CVERT aProtive V1e>)
®
N i
LMP,
TOTAL NET LENGTHGTH OF CENTENTEPo-WE =
9.683 T/L
FILE NAME : 06 A650.stIY16e8650tI4WOn
PLOT DATE:
3-6-o0 Loa
PRO DATE : 2-23-"
A
STA. 349.54 - 349.8
BRIDGE NO. B-55-495
STA. 2.88.3 - 4.40
BRIDGE NO. B-55-08
EOUATION
STA. 91.91.85 BK
STA. 0.00 AH
EXCEPTION TO NET Q. LENGTH
STA„ 89.75 - 91.91.85
aIN PROJECT 8650-01-
AL � �IU
* PROJECT
PLANS AND GRADES WITHIN THE
CITY Pr GLENWOOD CITY
IJATION
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
PREPARED BY T®0•••�u®
°yrYgyp^ LOWELL T.JWrtSCK
MAtp+W° 44&AtED 0.y:A
DfAtrtCt E.A. SCpTT IY�$
DI4NAC4 ADrrAxr DAK 4PENZ40YER
MnUA On. EN
C.O. Emuw Elm --
APPROVED FOR DISTRICT OFFICE
f B h
AUTHORIZED FOR D4tREp OF' wpt �YELaP1NT
DAi b G I
Coordinates On this plan are referenCeQ to the WISConsln State Plane R[®mhre6
Coordinate System tWSPCSP.North/Centro/SouttYZane. E
PLOT HtdE: "50111166 Orio.tor : IXST.6 BLOT SCALE: 50,00000040DOOOO....n....., ..-. «...- ..,rr. .,.
tg
a'{
FILE MAW : M
NORTHERN STATES POWER CO.
100 NORTH BARSTOW ST..
P.O. BOX 8
EAU CLAIRE, WI 54702
ATTN: PAY TAYLOR (TRANS.)
PHONE 715-836-1306
WEST WISCONSIN TELECOM
P.O. BOX 115
DOWNSVILLE. WI 54735
ATTN- GARY WAYHE
PHONE 715.664.8311
UTILITIES
♦y y
• I
i :r
NORTHERN STATES POWER CO.
100 NORTH BARSTOW ST.
P.O. BOX 8
EAU CLAIRE. WI. 65702.0008
ATTN: LARRY LOVERUDE (DIST.)
PHONE: 715-268-3230
Ci L i DIGGER* G i' N' ONE
1-800-242-8511
TOLL FREE
GTE NORTH INCORPORATED
GENERAL, NOTES
LIST OF STANDARD ABBREVIATIONS
20 SOUTH WILSON AVE.
RICE LAKE, RI. 54868
ABUT.
ABUTMENT
ATTN: GARY SHIEFFER
THE LOCATION OF EXISTING AND PROPOSED UTILITY
AM
AGGREGATE
PHONE 715-234=5528
INSTALLATIONS AS SHOWN ON THE PLANS IS APPROXIMATE.
AN.
APPROX.
AHEAD
APPROXIMATE
THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN
A
ENDWALL
ASPHALTIC
THE AREA THAT ARE NOT SHOWN,
A,D.T.
AVERAGE DALY TRAFFIC
AZ.
AZIMUTH
BK.
BACK
WHEN THE OUANTITY OF THE ITEMS OF BASE. OR SURFACE
BEG.
BEGIN
COURSE IS MEASURED FOR PAYMENT BY THE TON„ THE
Rik
C/L
BENCH MARK
CENTER LIE
DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS IS
CONCC,
CONCRETE
APPROXIMATE ANY THE ACTUAL THICKNESS WILL DEPEND ON THE
CONST.
CONSTRUCTION
DISTRIBUTION OF THE MATERIAL DIRECTED BY THE ENGINEER,
CO.
C.Y.N.
COUNTY
COUNTY TRLM HIGHWAY
X-SEC.
CROSS SECTION
CR.
CRUSHED
NO TREES OR SHRUBS ARE TO BE MOVED WITHOUT THE
CFS
CLOG FEET/SECOO
APPROVAL THE ENGINEER
C.Y„ CU. TEL
CLA.v.
CUBIC YARD
CULVERT
C.P.
CULVERT PPE
DISTURBED AREAS WITHIN THE RIGHT OF WAY. EXCEPT THE AREAS WITHIN
D.O.T.
DUN,V,
DEPARTMENT OF TRANSPC
DESIGN HOAR VOLUME
THE FINISHED SHOULDER POINTS, ARE TO BE FERTILIZED. MULCHED AND
CIA.
DIAMETER
SEEDED AS DIRECTED BY THE ENGINEER.
D.
OR OS.
DIRECTIONAL DISTRIBUTIONOSCH.
DISCHARGE
EA,
EACH
ELECT.
ELECTRIC
EL. OR ELEV.
ELEVATION
L.H.F*
LEFT-HAND FORWARD
LAC
LINEAR
LN. FT.
LINEAR FOOT
L.S.
LUMP SUM
MAX.
MAXIMUM
M.
MILE
MSC
MISCELLANEOUS
N.L
NORTH EAST
M.W.
NORTH WEST
PATT
PAVEMENT
P.C.
PONT OF CURVATURE
P.4
POINT OF INTERSECTION
STANDARD DETAIL. DRAWINGS
P•T•
PONT OF TANGENCY
P.O.T.
PONT ON TANGENT
LB.
POLIO
P.E.
PRIVATE ENTRANCE
8D1-13
CONCRETE CURB. CONCRETE CURB & GUTTER AND PAVEMENT TIES
PROD.
PROJECT
8E8.2
TYPICAL INSTALLATION OF EROSION BALES
R.
REO'D
RANGE
REOURED
8E4=4
SILT FENCE
RT.
R.K.F.
FOCHT
8F1-11
APRON EPDWALLS FOR CULVERT PIPE
R/W
FOCHT-HAND FORWARD
RDHT OF WAY
9Ai-no
AT -GRADE SIDE ROAD INTERSECTION. TYPES B. C A D
ROAD
13A6-1
CONCRETE RUMBLE STRIPS AT INTERSECTION
SRD.
SL.
SHRINKAGE
84815-30
CLASS 'A- STEEL PLATE BEAU GUARD. INSTALLATION
STD.
SLOPE
STANDARD
AND ELEMENTS
STANDARD DETAIL
ET
14618.30
CLASS •A' STEEL PLATE BEAM GUARD (AT BRIDGES,
$.TUC
STA.
STTE AILL,HDRAWNGS
OBSTACLES AND SIDEROADS a DRIVEWAYS;
S.P.P.A.
STATION
STRUCTURAL PLATE PPE AREA
14624-20,b.&e STEEL PLATE BEAM GUARD ENERGY ABSORBING TERMINAL
STRUCT.
SURF.
STRUCTURE
15A3-1
MARKER POSTS. FLEXIBLE, FOR CULVERT ENDS
rr
T TELEPHONE
15CB-80
PAVEMENT MARKING MAINLINE}
TN.
TOWN
15C8-8b
PAVEMENT MARKING (INTERSECTIONS)
T.
TRUCKS (PERCENT OF)
15C8-8C
PAVEMENT MARKING (CLIMBING LANE & PASSING LANE.)
LNCL•
UNCLASSIFIED
15C8-80
PAVEMENT MARKING (LEFT TURN LANE)
U.G.
UNDERGROUND
15C8-8W
PAVEMENT MARKING (ISLANDS. STOP LINE. CROSSWALK}
V,
VELOCITY OR DESIGN SPEED
15C12-2
TRAFFIC CONTROL FOR LANE CLOSURE
V.C.
VERTICAL CURVE
GENERAL NOTES, UTILITIES, STANDARD DETAIL DRAWINGS g6ja MjM
PLOT .. ...... ORG, N.
. ,.,.. ,. , ENGLE PLOT SCALE
E
S.T, H, 228
C
CLEAR ZONE 18' ,
.S' 4 31 12, 1 22. 7.
®04/ .02'/.
3.i 5,5" MAINLINE ASPHALTIC
PAVEMENT. WARRANTED EXISTING 5' BASE COURSE
EXISTING G" ASPHALTIC BASE COURSE
CRUSHED AGG. BASE COURSE
SHLDRS, IREO'DI EXISTING 4" BASE
EXISTING 5" CRUSHED AGG. BASE COURSE
WILL AND RELAY EXISTING BASE A SURFACE 6"
E
TYPICAL PROPOSED HALF SECTION TYPICAL EXISTING HALF SECTION
I
I-94 TO U,S.H. 12
STA, 19.23.65 TO 90-80
N
FA
r
�szo
r
mm
I
URBAN PROPOSED TYPICAL SECTION
STA. 404.68 TO 442.21.4
1
CLEAR ZONE 19'
EXISTING ASPHALTIC MIN'
PAVEMENT .04Z
VAR.:-+—\ `S.E. AS REO'D.- MIN.
S.T.H. 128
£ EXISTING CRUSHED '
' AGO. BASE COURSE I
° SHAPING SHOULDERS REO'D,
3' 12' @ Ii' 6' RTO BE USED ON ADJACENT
FINISHED SHOULDER AND
SHOULDER INSLOPEF ^
— ,02V
---- Ga Dal EXISTING TYPICAL HALF SECTION
4.5" MAINLINE ASPHAL
PAVEMENT, WARRANTED-
4 AGG. BASE COURSE
SHLDRA A
EXISTING 3- CRUSHED AGO. BASE ,.
MILL RELAY EXISTING BASE & SURFACE
TYPICAL PROPOSED HALF SECTI]
TLE NAME : DS ®650SPPa2WeW650TTP.DG<+
C, EXISTING 3^ BASE COURSE
{} EXISTING 3" ASPHALTIC BASE COURSE
`— EXISTING 3- ASPHALT
TYPICAL EXISTING HALF SECTION
U.S.H. 12 TO GLENWOOD CITY
0 00 TO 404-68
ISt r
DEPTH OF EXISTING
ASPHALT/ASPHALTIC BASE
BORING TAKEN
LOCATION TOTAL DEPTH
(INCHES)
10.56 7
60.72 6
7.92 a
42.24 6
63-36 6
92.40 6
100-32 3
121-44 3
147.84 5
153.12 8
174.24 3
195.36 4
22T•04 7
237.60 4
248^16 7
295.68 4
332.64 10
336.96 7
396.00 5
Q
AGO. BASE COURSE SHLDRS. (REO'D)
�---SHAPING SHOULDERS REO'D.
— 4.5" MAINLINE ASPHALTIC PAVEMENT, WARRANTED
MILL AND RELAY EXISTING BASE S SURFACE 6'
FINISHED SUPERELEVATED SECTION
(SUPERELEVATION)
STA.
257.20
TO
STA.
279.78.13
STA,
295>89.4
TO
STA.
304^53.87
STA.
316,04.3
TO
STA.
321.18.35
STA,
325.14.7
TO
STA.
334.83.58
STA.
348.21.5
TO
STA.
361.65
STA,
373.65.20
TO
STA.
382.67.7
COUNTY:ST. CROIX ' TYPICALS I SCALE FEET ° SHEET NO. 2.Z [
ROT DATE: 6_Q_OO Ma ONG DATE : 2-22-" PLOT NAME ; 8650typ18J 0rigrwtpr ; DPST.6 PLOT SCREE : XI. ®®�
w t¢nnr.nnnnc c.,e�r .�
FERTILIZE. SEED. A MULCH
3.0'
3° 12, 12' 3' 3.0
8' YYN,
K:a
4e2
S•a
6.1 •
S.T.H. 128
a,2xa
(
NOR. 2
€ FERTILIZE, SEED AND YRA.CH
�
CRUSHED AGG. BASE I 4' ANCILLARY ASPHALTIC
4' SALVAGED TOPSOIL
FINISHED SECTION
1.8°
COURSE tSHLDS.R PAV'T. WARRANTED
2'
4- SALVAGED
TOPSOIL 8• AGGREGATE
12' 13' 4.0'
BASE COURSE
CRUSHEBASE
TYPICAL SECTION
COURSE (SHEDS.)
C.T.H. 'E'
.02'A . •04% N RY
.02%"---�-
STA. 10.60 - 11.54
e° YIN,
STA. 8.44 - 9.20
4;1
EXISTING SLOPE
MULCH(
FERTILIZE. SEED. A MULCH. LIMITS
I
8" CRUSHED AGE. BASE COURSE
CRUSHED AGG. BASE
4.1°
3' E2' 12' 3' 4,1'
8' YIN.
COURSE FOR SHOULDER
411/2` ANCILLARY ASPHALTIC PAV'T. WARRANTED A- TOPSOIL. SEED. -
FERTILIZE AND YIA.CH
(
4'/a" ANCILLARY ASPHALTIC PAV'T. WARRANTED
4ca
...--, 04'!.-e--.02°!. .02°l. ---.- .04v..--=. 4.1
i »
6.1 NOR 2.5
ar2ta
2
•
6" YILL AND RELAX ASPHALTIC PAVEMENT
FROM 11' TO 12- WIDE (4- MAX. DEPTH)
CRUSHED Acc• e4sE I
4" sALUACED TOPSDIL
TYPICAL
TYPICAL. FINISHED HALF SECTION WITH PASSING LANE
COURSE tSHL.DS.) 4^ ASPHALTIC
4^ SALVAGED roPsozL Pdv°T. WARRANTED
CRUSHED AUG. BASE
STA. 285-75 - STA. 293-67
8" CRUSHED AGGREGATE BASE COURSE
COURSE GSHLOS. )
TYPICAL SECTION FOR C.T.H. 'DD'
STA. 7-43 - STA. 10.00
FERTILIZE. SEED. A MULCH
12' I 12° 3' 3-0°
4:a) .-,04/ ^•---.02Y.. ( .02%--.... (.04°f.--®-
4eY a
6" NOR 2.5•
Z a,2 ^a
µAX.
.. AGG. BASE 3" ANCILLARY ASPHALTIC 4® SALVAGED TOPSOIL
COURSE ISHLDS.) PAV'T. WARRANTED
4^ SALVAGED TOPSOIL 9` CRUSHED AGGATE CRUSHED AGG. BASE
BASE COURSE
COURSE tSHLDS. t
TYPICAL SECTION FOR SIDE ROADS
CONSTRUCTP
TATE PROJECT *.. NUMBER:86 i •
n,,,.
STA. 10.60 TO STA. 11.43 70TH AVE.
STA. 8•S6 TO STA. 9.20 72ND AVE„
STA. 10.60 TO STA. 11.54 80TH AVE.
STA. 9.20 TO STA. B-46 90TH AVE.
STA. 10.60 TO STA. 11.53 IODTH AVE.
STA. 8.42 TO STA. 9.20 110TH AVE,
STA. 10.60 TO STA, 11.54 110TH AVE.
STA. 11.00 TO STA. 11.8T 130TH AVE.
HWY: S.T.H. 128 COUNTY: ST. CROIX TYPICALS SCALE. FEET ° SHEET NO.
ROT DATE- 3-23-00 b0 ORD DATE : 2,22-" PLOT RAW : 86SOTTP2DA OrY0lrto : Dtmfi ROT SCALE ; K19D000PA460000 xtSD°TlCADDS SHEET 42
EDGE OF PAVEMENT_ >x1
NA RADIMUS --/ �) 40'
MAXIMUM
v
EDGE OF PAVEMENT--
40' RADIUS
MAXIMUM
Ej
24'
MAXIMUM
WIDTH
TYPICAL DRIVEWAY DETAIL
(NON-COMMERCIAL RURAL)
Fa
75
MAXIMUM
WIDTH
TYPICAL DRIVEWAY DETAIL
(COMMERCIAL RURAL)
S�
rrA,e NauEi P6 et5am+nueassaBr ara.,paH RF v. oarR44.xY_Oa tan c2ar NauCv 990BT:a.I
EDGE OF PAVED SHOULDER
LIMITSLIMITS AS -
DIRECTED BY
ENGINEER
' PAID UNDER ITEM - "ANCILLARY ASPHALTIC PAVEMENT,
WHICH SHALL INCLUDE ANY REMOVAL OR SHADING
NECESSARY TO COMPLETE THIS AREA,
PAVED CR. AGG.
HALF SECTION HALF SECTION
FERT.. SEED 6 MULCH
FERT., SEED 6 MULCH
c ..c. I
5' G.E.
--.02 .02 -
6;2
6" CRUSHED AGG.
BASE COURSE
`2" ANCILLARY ASPHALTIC PAV'T. WARRANTED
OVER 4" CR. AGG. BASE
' OR MATCH EXIST. COURSE
ASPH. DEPTH
TYPICAL SECTION
FOR PRIVATE ENTRANCES
w 4SDDT/CADDS SHEET 42
N
I
p
m
t
5" P P 25'
rillfwanuafm
SURFACE LAYER
s � s
NOTE: IF THE EXISTING SIDEROAD
CONSISTS OF A BASE COURSE
SURFACE, THE NEW ASPHALT
SHALL BE PLACED TO THE ENDS
Y AREA OF THE EXISTING SIDEROAD
RADIUS'.
NOT TO SCALE
RZ REMOVE MATERIAL UNDER ITEM "REMOVING ASPHALT SURFACE . BUTT ,JOINTS'
SIDEROAD;'I:CL 8. RELAYNMATERIAL SHALL NOT BE REMOVED
UNDER THIS ITEM UNTIL 24 HOURS BEFORE SIDEROAD PAVING.
(PULVERIZE) SIDEROAD PAVEMENT DEPTH SHALL MATCH AT MAINLINE PAVEMENT
MILL & RELAID EDGE AND BE TAPERED TO 3" MINIMUM AT JOINT'
ASPHALTIC PAVEMENT
SIDEROAD DETAIL - CURB & GUTTER TO REMAIN
:E )
:LAY
kL LIMITS
NR.E NAu[e p4 86SOc*n[S ®599DET A.tt,.DCN R[Y. O4T[s S^2I-QO 1®0 PLOT NAM[e 9[RC'I PD.�
.�... _� .. wtSDOT/CADDS SHEET 42
ROT SCALE
WISOOT/CADDS SHEET 42
BENCH MARK
NO, DESCRIPTION ELEV.
31F4d PP NE COR STH 128 & BOTH AVE. 1199.351
:.1...._ ... .�._..� K EXISTING
WEST WISCONSIN_TE-LECOM C
LEGEND
a
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _. _ — _ .. _ _
XIS.ING RfN ., � � _ w9 •' i-�l ti
EROSION MAT CLASS III, TYPE 8
SILT FENCE
• is Y... ♦..
STA. 10-40 80TH
96 L.F.�. APRON FNOWALLS O'SS III A,1
STATE PROJECT NUMBER.8650-01-70 HWY: STH 128
FLE NAME : D6 86SG5TM29:TOWN8=CN
COUNTY: ST. CROIX
PLOT DATE 2-21,0 leo ORG DAZE : 3-29.99
n
r
P
11,36
STA. 69.70 STH 128
STH 128 STA.66>92.62 82 L.F. QF 48" CP CLASS III REQ'D.
2 APRON ENDWALLS REQ'D.
SOTH AVE STA. 10-00
STA. 69.74 STH,/'128
82 L.F. OF 48" CP CLASS III REO'D.
2 APRON ENDWALLS REO"D,
.__ _ --•• _._ ..
REMOVE EXISTING PIPE
AN INT, DETAILS & EROSION CONTROL SCALE, FEET 0
PLOT NAME : 10"MD.0 Or191ngRae' : NST.6 PLOT SCALE
EXISTING P,W
EMOVE CULVERT
$ u
WISDOT/CADDS SHEET 42
`-� EXISTING ReW
Rr W _._.-.. _ .. _.... _ _..
ih.W UUNJIKUI..f AVN
'IAL DITCHH.t#" a-.. rr I
e p i
°I
� fr
ti
w
r
1 `t\ SPECIAL DITCH
l
1 \. STH 128 STA.119+60.8
s aOTH AVE STA. 10+00
\9
\fit
. _ . v,.• .— _ EXISTING RrW
1 1152.01- l.% 1*1/r ' " I
- -
of •• � - pp.» . _.._. ..
EXISTING ReW �4
------- ---- --
m EXISTING R,Wx • �...._ _..'L
R iA�
SPECIAL DITCH
STH 128 •,
. 0 0
ilAT
F\
�
P\
f
r�' P
fK
r �d
STA, .11-53.947 tF PM
BENCH MARK
N0. DESCRIPTION ELEV.
306 PP NE CDR STH 128, CTH E 1147.412
STATE PROJECT NUMBER.8650-01-70 HWY STH 128
ME NAME : 06 @65pSLftt2@:CTPE'oO.OGN
i 1 NEW R/W
4 •40 ST• CROIX ELECTRIC CO-OP
SPECIAL DITCH
��T �zT45'G2 WEST WISCONSIN TELECOM CO-OP
`
I
— t
a.
a
I ( ,
COUNTY: ST. CROIX PLAN INT. DETAILS & EROSION CONTROL
PLOT DATE. 2 21 OD Teo ORG GATE : 3-25-9S PLOT NAME : C7FIE9CI0.i prl Cinovnr : MT,&
EROSION MAP CLASS TIT, TYPE B
SILT FENCE
NOTE. CONSTRUCT TYPE 'B2' INTERSECTION BOTH SIDES
STA. 10.84 C.T.H. E
62 L.F. OF 24" CP CLASS III REO'D
2 APRON ENDWALLS REO'D.
STA. 119-60.8, EXTENDED CATTLE PASS
15'X72" CSCP EACH SIDE
SCALE, FEET ° SHEET NO E
8 OT SCALE:
WISDOT/CADDS SHEET 42
it
•r
fir
f
SPECIAL DITCH
NA f
f QP §
5
Gt.._ ,._...._ ..._ ..._. ,,..,...._ .._...__ ...., .._........... _._ _._ . _._ __ ,,...._....,� _..._ ..® ...,4
e
n rr
N
any r
._.__..... . _.._.._ .. .. _ ..I4� .4
c__.______ ____ _______ _ ___._ ___—___--
____._________________:-
n
� -- EXISTING RAW .
H \ C
N •A � r ;
N �
I
ry t t
SPECIAL DITCH
STA. 11.54.775 A
END N W CONSTRUCTION
wry.
ry �E
^ti
EROSION MAT CLASS III, TYPE B
SILT FENCE
c
W ON BOTH SIDES
ST. CROIX ELECTRIC CO-OP
SPECIAL DITCH GTE NORTH INC.
v1
SPECIAL DITCH
EXISTING R,W _...._...._ _.... ..._
-_ .._..
..________-.-___.
-`F EXISTING P,W }—. ._. ._.. ...., _... _.... .__
I
6
t r CI rr
f r
f
E
M � f
er
SPECIAL DITCH
' f
1
P j
f
f
(t �
z
:z
_ BENCH MARK
NO.
DESCRIPTION
311
PP SE COR STH 128 & 110TH AVE.
--ELEV.
1240.447
STATE PROJECT NUMBER:8650-01-70 HWY: STH 128 COUNTY. ST. CROIX PLAN INT. DETAILS & EROSION CONTRO SCALE, FEET Or.SHEET NO: Z.11 JEJ
FEE NAME : 06 EGSOST42?:TOWW.O,DCN _ ROT DATE: 2-2f-00 tgo opc LATE ; 3-3G.99 PLOT NAME : TO"L'ODJ Ori glnator : DIST. S PLOT SCALE ;
WISDDT/CADDS SHEET 42
za
+-Uly
U�
IF"
NEVA,!— — — — — — — —
ENISTIK R,W 'MCI -
NORTHERN STATES POWER COMPANY TRANS.
SPECIAL DITCH 74
STATE PROJECT NUMBER: 8650-01-70 HWY:-STH 128 —=C
FXE NAY„ : 06 865OSTRMCTH0Q!N%DGN PLOT DATE, 24!,00 ieo
COG DATE : 4-7,99
15�
m
LEGEND
EROSION MAT CLASS Ill. TYPE B
SILT FENCE
EROSION BALES
NOTE: CONSTRUCT TYPE 'B2
PLAN INT.DETAILS & EROSION CONTROLI SCALE, FEET 0
PCOT NAVE Z CTHCONtDj Q,iV,of, : 0,ST.6 ROT SCALE
WMDOT/CAOOS SHEET 42
0
51
C,Fve DatO
BESA
Lm 1349.943
R x 1434,872
si imi
— — — — — — — — — — 7
— — — — — — — — — — —
SPECIAL DITCH
BENCH MARK
NO.
DESCRIPTION
ELEV.3
8
PP EAST OF STH 128
NE OF 130TH AVE.
1017,859
STATE PROJECT NUMBER: 8650-01-70
rLE NAVE: 06
Joe,
11'871123
ffm
HWY: STH
128
COUNTY: ST. CROIX
PLOT DATE' l2-14-99 lea DEC DATE
3-31-99
(D
6,71-
LEGEND
EROSION MAT CLASS III, TYPE 8
SILT FENCE
EROSION SALES
NOTE: CONSTRUCT TYPE '132' INTERSECTION
PLAN INT.DETAILS & EROSION CONTROL SCALE, FEET SHEET NO: g.1
PLOT NAME : TOWNlTOD.� OtST's PLOT SCALE
WISOOT/CADDS SHEET 42
�0
a
@
0
2
u
a
OC OC
'
C7
aU
(D
Q
C�
W
Q K
N
W
S
U
U
2
® ® 0
2
=
F
S
h
S
Q
S
4/b
4l
3 eai w
B
LEGEND
9
p� ----CONSTRUCTION LIMITS
at G`A ---- ROAD ROAD WORK 1500 FT. ----- W20-1
�
lei ---- ROAD WORK 1600 FT. ----- W20-1
--_- ROAD WORK 500 FT. ------ W20-1
C
----END ROAD WORK ---- G20-2A (48" X
24`)
---- ROAD WORK NEXT X MILES ---- G20-1 (60" X 24")
---- ROAD WORK AHEAD ----- W20-1
V
---- LOW SHOULDER Wpg_g
(SHALL BE PLACED 500' IN ADVANCE OF CONSTRUCTION LIMITS)
GENERAL NOTES ESTOP\
ALL SIGNS ARE 48" X 48" UNLESS OTHERWISE NOTED. AHEAD
t3
4 ALL SIGNS ON THIS PAGE TO BE MOUNTED ON PERMANENT SUPPORTS. g`
36' 36'
� "WO" SERIES SIGNS ARE "w" SERIES EXCEPT THE BACKGROUND IS ORANGE.
ANY SIGNS TEMPORARY OR EXISTING. WHICH CONFLICT WITH
K THE TRAFFIC CONTROL "IN USE" SHALL BE REMOVED OR
COVERED AS NEEDED AND AS APPROVED BY THE ENGINEER.
W THE EXACT NUMBER, LOCATION AND SPACING OF ALL TRAFFIC CONTROL
c DEVICES MAY BE ADJUSTED TO FIT FIELD CONDITIONS AS DIRECTED
M BY THE ENGINEER.
KT
K
THE SPACING BETWEEN SIGNS SHOULD BE ADJUSTED TO NOT
N CONFLICT WITH AND TO PROVIDE A MINIMUM OF 200 FEET
# (500 FEET DESIRABLE) DISTANCE TO EXISTING SIGNS.
SIUN
OFE lA1E AHEAD
ROAD \ /
FT 36" X 36"
E LANE
\
ROAD +
,00 FT TYPE II 200 10o'
.f moo& BAR` , / BARRICADE ®
// !f 4
128 � f
XXX
h ^ �'f RUMBLE S
soa' .
P/
°1 i(D
9
win
R)'Qp
V
36 36"
a
STOPO DETAIL FOR RUMBLE STRIP CONSTRUCTION
# UNDER OPEN TRAFFIC CONDITIONS
STATE PROJECT NUMBER:8650-01-70 HWY: S.T.H. 128 COUNTY: ST. CROIX TRAFFIC CONTROL SCALE. FEET ° SHEET N0: ./�
F'6.E a+ D6_66500100: SZGNZNG.DGN wiou oexea 12^13-94 leo c RAVE : r-6-9A OgrtsS MOT rt6grt c Wq ,, Oj m Do"5s n-oT xcaLe v 200.000000-1.000000
WMDOT/CARDS SHEET42
DATE 13JUH00
LINE
NUMBER
ITEM
ITEM DESCRIPTION
Colo
20101
CLEARING
0020
20I04
GRUBBING
0040
2Q330
REMOVING OLD CULVERTS
0050
20405
REMOVING CURB AND GUTTER
0060
20411
REMOVING GUARDRAIL
E S T I M ATE
OF Q U A N T I T I E S
$650-01-70
UNIT
TOTAL
QUANTITY
STA.
3.00
3.00
STA.
3.00
3.00
EACH
8.00
6.00
L.F.
64.00
64.00
L.F.
1,783.00
1,,783.00
SHEET: 3.1
0070
20419
REMOVING ASPHALTIC SURFACE, BUTT JOINTS
S.Y.
4,,188.00
4,188.00
0090
20421
REMOVING ASPHALTIC SURFACE, MILLING
TON
3,670.00
3,670.00
0100
20503
UNCLASSIFIED EXCAVATION
C.Y.
21386.00
2,386.00
Olio
20811
SELECTED BORROW EXCAVATI
C.Y.
2,545.00
2,545.00
0120
21102
PREPARATION OF FOUNDATION FOR ASPHALTIC
LS
1.00
1.00
PAVING, PROJECT 86SO-01-70
0140
21302
FINISHING ROADWAY, PROJECT 8650-01-70
LS
1.00
1.00
0160
30404
CRUSHED AGGREGATE BASE COURSE
TON
15,983.00
15,933.00
0170
30409
SHAPDC SHOULDERS
STA.
954.00
954.00
also
40204
ASPHALTIC MATERIAL FOR TACK COAT
GAL.
417.00
417.00
0240
52003
CULVERT PIPE, CLASS III, 18-UCH
L.F.
24.00
24.00
0250
52005
CULVERT PIPE, CLASS III, 24-I H
L.F<
2i9.00
219.00
0260
52007
CULVERT PIPE, CLASS 1I1, 30-INCH
L.F.
96.00
96.00
0270
52011
CULVERT PIPE, CLASS III, 49-INCH
L.F.
164.00
164.00
C280
52061
APRON ENDWALLS FOR CULVERT PIPE,
EACH
2.00
2.00
is -INCH
0290
52063
APRON ENDWALLS FOR CULVERT PIPE,
EACH
6.00
6.00
24-INCH
0300
52065
APRON ENDWALLS FOR CULVERT PIPE,
EACH
2.00
2.00
30-IMH
0310
52069
APRON ENDWALLS FOR CULVERT PIPE,
EACH
4.00
4.00
48-INCH
0320
52117
CORRUGATED STEEL CULVERT PIPE, 72-INCH
L.F.
30.00
30.00
0330
60170
CONCRETE CURB AM GUTTER, 36-INCH, TYPE
L.F.
1,664.00
1,664.00
0
0360
61407
STEEL THRIE BEAN' STRUCTURE APPROACH
L.F.
210.00
110.00
0370
61408
STEEL PLATE BEAN GUARD, CLASS A
L.F.
1,538.00
1,538.00
0380
61435
STEEL PLATE BEAM GUARD, ENERGY
EACH
8.00
8.00
ABSORBING TERMIMAL
0390
61802
MAINTENANCE AND REPAIR OF HAUL ROADS,
LS
1.00
1.00
PROJECT 8650-01-70
0410
61910
MOBILIZATION
LS
0.60
0.60
0420
625CI
TOPSOIL
S.Y.
3,075.00
3,075.00
0430 62702 MULCHING S.Y. 3,075.00 3,075.00
DATE I3JUN00 ESTIMATE OF QUANTITIES SHEET:32
LIME 8650-p1-70
M1H8ER ITEM ITEM DESCRIPTION UNIT TOTAL QUANTITY
0440
62911
EROSION BALES, DELIVERED
EACH
23.00
23.00
04SO
62812
EROSION BALES, INSTALLED
EACH
28.Op
23.00
0460
62315
SILT FENCE, DELIVERED
L.F.
600.00
600.00
0470
62516
SILT FENCE, INSTALLED
L.F.
600.00
600.00
048D
62817
SILT FENCE MAINTENANCE
L.F.
600.00
600.00
0490
62819
MOBILIZATIONS, EROSION CONTROL
EACH
1.00
1.00
0500
62642
EROSION.. MAT, DELIVERED, CLASS III, TYPE
S.Y.
700.00
700.00
B
0510
62843
EROSION NAT, INSTALLED, CLASS I11, TYPE
S.Y.
700.00
700.00
S
0520
62905
FERTILIZER, TYPE B
CWT.
2.00
2.00
0530
63009
SEEDING, MIXTURE N0. 20
LB.
100.00
100.00
0540
64202
FIELD OFFICE, TYPE B
LS
1.00
1.00
0550
64302
TRAFFIC CONTROL, PROJECT 8650-01-70
LS
1.00
1.00
OS70
64313
TRAFFIC CONTROL, DRUMS
DAYS
4,200.00
4,200.00
0580
64317
TRAFFIC CONTROL, BARRICADES, TYPE 11
DAYS
20„00
20.00
0600
64326
TRAFFIC CONTROL, SIGNS
DAYS
3,080.00
3,080.00
0620
64602
PAVEMENT MARKING, 4-INCH, EPDXY
L.F.
100,338.00
100,338.00
0630
64618
PAVEMENT MARKING, CHANNELIZING, 8-INCH,
L.F.
2,500.00
1,50D.00
EPDXY
0640
64626
PAVEMENT MARKING, SAME DAY, 4-I&CH,
L.F.
55,065.00
55,065„00
EPDXY
0650
64706
PAVEMENT MARKING, STOP LINE, 12-IFCM,
L.F.
60.00
60.00
EPDXY
0660
64718
PAVEMENT MARKING, CROSSWALK, 6-INCH,
L.F.
380.00
360.00
EPDXY
0670
64901
TEMPORARY PAVEMENT MARKING, 4-INCH
L.F.
72,919.00
72,919.00
0700
65045
CONSTRUCTION STAKING, SUBGRADE
L.F.
20440
20440
0710
65050
CONSTRUCTION STAKING, CRUSHED AGGREGATE
L.F.
204.00
204.00
BASE COURSE
0720
65055
CONSTRUCTION STAKING, CURB, GUTTER, AND
L.F.
1,664.00
1,664.00
CURB AND GUTTER
0730
65060
CONSTRUCTION STAKING, PIPE CULVERTS
EACH
6.00
6.00
0740
65099
CONSTRUCTION STAKING, INITIAL LAYOUT
L.F.
3,175.00
3,175.00
0750
66501
SAWING EXISTING PAVEMENT
L.F.
574.00
574.00
0790
90004
MISC 90004D GRADING, SHAPING, AND
LS
1.00
1.OD
FINISHING INTERSECTION, 110TH AVE
0800
90004
MISC 90004E GRADING, SHAPING, AND
LS
1.00
1.00
FIMISHING INTERSECTION, 130TH AVE
RATE 13.ARt0O
ESTIMATE OF QUANTITIES
SHEET: 3.3
LINE
NUMBER 8ER
ITEM
ITEM DESCRIPTION
UNIT
TOTAL
QUANTITY
0820
90329
GRADING, SHAPING AND FINISHING FOR BEAM
EACH
8.00
8.00
GUARD TERMINALS AND ANCHORAGES
ORAGES
0840
90339
GRADING, SHAPING 9 FINISHING
LS
1.00
1.00
INTERSECTION, 70TH AVE
OBSO
90340
GRADING, SHAPING & FINISHING
LS
1.00
1.00
INTERSECTION, 72ND AVE
0860
90341
GRADING, SHAPING i FINISHING
LS
1„00
1.00
INTERSECTION, BOTH AVE
0870
90342
GRADING, SHAPING i FINISHING
LS
1.00
1.00
INTERSECTION, CTH E i 90TH AVE
0880
90343
GRADING, SHAPING B FINNISKM
LS
1.00
1.00
INTERSECTION, CTH E 8 IOOTH AVE
0890
90358
MILL AND RELAY ASPHALTIC PAVEMENT
S.Y.
i59,097.00
I59,097.00
0900
90365
QMP, BASE CQNRSES
TON
15,983.00
15,983.00
0910
90370
MAINLINE ASPHALTIC PAVEMENT, WARRANTED
TON
42,743.00
42,743.00
0920
90372
ANCILLARY ASPHALTIC PAVEMENT, WARRANTED
TON
5,665.00
5,665.00
0930
90394
PROFILOGRAPH
LS
0.65
0.65
0940
90400
CONCRETE RUMBLE STRIPS, AT INTERSECTION
S„Y.
87.00
87.00
0950
90616
MARKER ITS, FLEXIBLE, FOR CULVERT END
EACH
4.00
4.00
CLEARING
& GRUBBING
CLEARING
GRUBBING
REMOVING ASPHALTIC PAVEMENT, MILLING
ASPHALTIC ITEMS
STATION
LOCATION
STA.
STA.
MAINLINE ASPHALTIC
ANCILLARY ASPHALTIC
STATION TO STATION
LOCATION TON
GROUP
PAVEMENT
PAVEMENT
27•14
72ND AVE.
1
1
CODE
STATION TO
WARRANTED
WARRANTED GROUP
172.33
CTH E & 100
1
1
404.68 - 442.21,4
MAINLINE 36TO
0020
STATION
LOCATION TON
TON CODE
360.36
130TH AVE.
1
1
---
TOTAL
3
3
E9.23.65 -
MAINLINE
0+00 - 40d •68
404-6
57688
MAINLINE ]SO55
055
404.68 - 442.21.4
MAINLINE
3670 0020
REMOVING
CULVERTS
SELECT
BORROW EXCAVATION
52.49.2
LOTH AVE.
13.95.84
TOTH AVE.
60
STATION LOCATION
COY.
27.14.12
72ND AVE,
146
128
STATION
LOCATION
DESCRIPTION
EACH
66.92.4
BOTH AVE-
290.00 CTH
DO & PASSING LANE
2545
119.60.83
CTH E A 94TH AVE.
120
128
10-55
CTH E
58' X 24•
1
172.33.5
CTH E & IIOTH AVE.
9.72
72NM AVE
40' X 12"
1
225.26.7
IIOTH AVE.
309
25
10.45
80TH AVE.
49' X 30"
1
360.35
130TH AVE.
225
10.50
TOOTH AVE.
46' X 30'
1
290.00
CTH DO
29
225
11.00
CTH E
36' X 24'
1
406.25
SYME AVE.
140
69•TO
MAINLINE
82' X 48-
2
409.20
CLARK ST.
16
10.80
DRIVEWAY
20' X 12'
1
418.4T
FIRST ST.
16
421•95.92
ELM ST.
22
3
TOTAL:
8
CRUSHED AGGREGATE BASE COURSE
425.32.79
WALNUT
I1
44
SYME AVE.
11
STATION PO STATION
LOCAT YON
TON
441.70 >70.95
SYME AVE•
11
19 *23,65 - 41^85
SHOULDERS
2500
285.75 - 293.67
PASSING LANE
11
295
REMOVING CURB & GUTTER
0.00 - 404.68
SHOULDER
10120
TOTAL:
T-43 - 10.00
CTH DO
393
42743
5665..
STATION.
LOCATION
L.F.
13.95.84
27.14.12
70TH AVE,
62
66.92.4
72ND AVE.
BOTH AVE•
92
UNCLASSIFIED
EXCAVATION
35O.35
LT.
---
64
119.60.83
CTH E & 90
80
130
172.33.5
CTH E & 100
131
STATION TO STATION
REMARKS
C.Y.
225.26,7
ifl OTH AVE.
155
REMOVING
GUARDRAIL
360.35
AVE.
20
00 00
923
NE i463
52.49.2
BOTTH130THAVE
60
755010?00
CTH
DO
DRIVE WAY
700
C
STATION TO STATION
LOCATION
L.F.UNDISTRIBUTED
1000
TOTAL: 2386
-..-
285.75 - 293.67
PASSING LANE
SAO
vt
0.50 ^
2.88
LT. & RT.
238
CULVERT PIPE,
CLASS
III IB-INCH
4.40 -
6.00
RT,
160
TOTAL:
15983
i
4.40 -
8.00
LT,
360
THICKNESS (IN)
'.�
270.55 - 275.40
RT,
485
STATION LOCATION4 TYPE
L.F.
STEEL ALU9INLW A•E.W•
272^10 -. 277+50
LT.
540
9 •00 CTH E DRIVEWAY C.P.
24
.064 .075 2
TOTAL:
1783
SHAPING SHOULDERS
CULVERT PIPE,
CLASS
III 24-INCH
REMOVING ASPHALTIC SURFACE,
BUTTJOINTS
THICKNESS (IN)
STATION TO STATION
LOCAtION
STA.
STATION LON LOCATION TYPE
L,F.
STEEL ALUMINUM A.E.W.
M
STATION
LOCATION
S.Y.
REMARKS
19.23.65 - 91.85
LT•, A RT„
145
9.60 72ND AVE C.P.
85
.064 ,075 2
0.00 - 404.68
LT„ & RT,
809
10.84 CTH E C.P.
60
,064 2
19.23,55
MAINLINE
267
BEGAN PROJECT
10.64 100th AVE C.P.
T4
•075
.064 .075 2
&'.
52.49
LT, & RT.
III
60TH AVE.
TOTAL:
954
90.55
Li, & RT.
Ill
USH 12
TOTAL
219
1Q
13.95,84
R%
56
70TH AVE,
14
27.14.12
LT,
56
72ND AVE.
66.92.46
RT,
56
80TH AVE.
119.60.83
LT. & RT,
ill
CTH E & 90TH AVE,
172.33.52
LT. & RT,
Ill
CTH E & TOOTH AVE.
CULVERT PIPE,
CLASS
III 30-INCH
N
225^26.74
LT. & RT,
ill
IIOTH AVE,
331.25
RT,
56
RUSTIC RD, 3
THICKNESS (IN)
332.50
RT.
56
RUSTIC RD. 4
STATION LOCATION TYPE
L.F„
STEEL ALUMINUM A.E.W.
360.35
RT.
61
130TH AVE,
-'�
406.20
LT.
67
SYME AVE.
10.40 80TH AVE C,P.
96
.064 ,075� 2
4
409.30
LT.
67
CLARK S%
- xM
418.47
LT.
67
FIRST SY.
g
421.95.92
RT.
61
ELM ST.
L%
425.20
RT,
61
WALNUT ST.
N
440.50
RT.
61
SYME AVE.
441^70.95
LT.
61
SYME AVE,
at
442.21.40
MAINLINE
444
END PROJECT
CULVERT PIPE,. CLASS
III,
48-INCH
m
2�88.3 & 4.40
MAINLINE
534
STRUCTURE.
133.35 & 133.65
MAINLINE
534
STRUCTURE
THICKNESS
349-54 & 349*80,5
MAINLINE
534
STRUCTURE
(IN)
`R
*Y
415^93,07 & 416.21.4
MAINLINE
$34
STRUCTURE
STATION LOCATION TYPE
L.F.
STEEL. ALUMINUM A,E.W,
-`
TOTAL:
4168
69.70 MAINLINE C.P,
82'
,064 .075 2
69.74 MAINLINE C.P.
82'
.064 •075 2
U
164'
4
STATE PROJECT
NUMBER.885O-01-70
HWY. S.T.H. 128
COUNTY: ST, CRQIX
MISCELLANEOUS QUANTITIES
°
FILE NAkf D6 865OOAX)0G55O.Tw
SCALE, FEET
SHEET N0; E
:
)Gh
ROT DATE: 6.12.00 Mn
ORG DATE : T-7-99
PLOT KAME : 86scAno 1
�.-
�-
b-o piwxp- :
MT.6 PEOP SCREE
WiSO07dCADDS SHEET 42
PAVEMENT MARKING.
CHANG4LIZING 8-INCH AND CROSSWALK 6-INCH
CONCRETE
CURB 5
GUTTER,
36-INCH, TYPE D
TOPSOIL. MULCHING, FERTILIZING,SEED%NG
CHANRELIZING CROSSWALK
8-INCH 6-INCH GROUP
STATION
LOCATION
L.F.
REMARKS
TOPSOIL MULCHING FERT%LIZER
SEEDING
ATATIDN
- STATYfk!
199AI70N L.F. L.F. CODE
STATION
LOCATION
S.Y. S.Y TYPE B (CWT)
MIX NO.20 (LB).
116.30 -
118.80
RT.
250
13.95.84
LT,
& RT.
PST
70TH AVE.
290.00
CTH DD
3075
120.40 -
122.9D
LT.
250
2T-14.12
LT.
& RT„
157
72ND AVE.
3075 2
100
169.10 -
171.60
RT,
2SO
66.92.46
LT.
& RT.
PST
80TH AVE.
173.10 -
175.60
LT.
250
119.60.83
LT„
& RT..
157
CTH E
290-70 -
293.20
LT.
250
119.60.83
LT.
& RT.
157
90TH AVE.
356.80 -
359.30
RT.
250
172.33.53
LT.
& RT.
157
CTH E
418.47
FIRST
ST. - STH 170 380 0020'
172.33.53
LT.
& RT.
157
100TH AVE.
EROSION
BALES, DELIVERED AND INSTALLED
TOTAL: 1580
225.26,74
LT.
& RT,
1ST
110TH AVE.
380
20 74
29D 90.0•0D
L.
LT„
& RT.
A RT.
157
110TH AVE.
PAVEMENT MARKING, SALE DAY, 4-INCH,
EPDXY
360.35
RT.
157
94
CTH DO
130TH AVE.
STATION
LOCATION
EACH REMARKS
^"
27.14
T2 NO AVE
5 DITCH PROTECTION
STATION TO STATION
LOACTION
L.F.
REMARKS
TOTAL:
1664
66.92
119.60
BOTH AVE
CTHE & 90TH
5 DITCH PROTECTION
6
19.23 - 91.92
MAINLINE
16206
SOLID AND DASHED CENTERLINE (YELLOW!
225.26
DITCH PROTECTION
0.00 - 442.21
MAINLINE
38859
SOLID AND DASHED CENTERLINE (YELLOW)
290.00
110TH AVE
CTH DD
6 DITCH PROTECTION
6 DITCH PROTECTION
TOTAL: 55065
TOTAL:
28
STEEL. THRIE BEAM STRUCTURE APPROACHES
STATION TO STATION LOCATION L.F.
2.88.3 - 3.15.8 LT. & R%. 55
4.40 - 4.67.5 LT. & RT. 55
TOTAL: 110
PLATE BEAM GUARD, CLASS A
SILT FENCE,
DEL %YERED.
YNSTALtED. ANp MAPNTENANCE
STATION
LOACTION
L-FF.
REMARKS
13.95
LT,RT
5O
DITCH PROTECTION
27.14
RT
60
DITCH PROTECTION
66.92
RT
60
DITCH PROTECTION
119.60
LT,RT
100
DITCH PROTECTION
172.23
LT.RT
50
DITCH PROTECTION
225.26
LT,RT
100
DITCH PROTECTION
290.00
LT
150
DITCH PROTECTION
360.36
RT
30
DITCH PROTECTION
TEMPORARY
PAVEMENT
MARKING. 4-INCH
STATION TO
STATION
LOCATION
l.F.
11-23 -
91.92
MAINLINE
29116
0.00 -
442.21
MAINLINE
43803
TOTAL:
72919
REMARKS
SOLID & a4^ X 4' DASHED? CENTERLINE (YELLOWI
SOLID & (4^ X 4' DASHED? CENTERLINE (YELLOW)
PAVEMENT MARKING. STOP. LINE• EPDXY. 12-INCH
STATION LOCATION L.F.
119.60.83 CTH B -&90TH 27'-
172.33.5 CTH E & TOOTH 24
290.00 CTH DD 12
TOTAL: 60
�
STATION TO STATION
LOCATION
L.F.
_._...
7
7•00 - 2.60.5
L7. & RT.
321
ERO$I bN
MAT„CLASS Y%I. TYPE R. pEL%VERED AND INSTALLED
1
SAWING
EXISTING PAVEMENT
4.67,5 - 5.50
RT.
82
- 7.90
LT'.
385
STATION
LOCATION SY REUAFO(ES
1.05
2T1.OS - 274 �40
RT.
3@5
STATION
LOCATION
L.F.
REMARKS
("•Ri7
272.60 - 277.00
LT.
440
13.95
TOTH AVE 30 DITCH PROTECTION
19.23.55
2T•14
72NO AVE S0 DITCH PROTECTION
52.49
STH 128
30
MAINLINE
TOTAL:
1538
66.92
BOTH AVE 30 DITCH PROTECTION
LT. & RT.
40
60TH AVE,
".
119.60
CTHE & 90TH IOD DITCH PROTECTION
90.55
13.9S.Q4
13.95,12
LT. & RT.
RT„
48
USH 12
FS
172.33
CTHE & 100TH ISO DITCH PROTECTION
20
70TH AVE
TOTH
225.26
110TH AVE 150 DITCH PROTECTION
66.92.46
LT.
RT,
20
AVE
4
290.00
CTH DD 160 DITCH PROTECTION
119.60.83
LT & RT.
20
BOTH AVE,
360.36
130TH AVE 30 DITCH PROTECTION
172.33.52
LT. & RT.
40
CTH E & 90TH AVE.
40
CTH E d 907H AVE.
Vj
TOTAL: P00
225.26.74
L% & RT.
40
IIOTH AVE.
290.00
LT.
20
CTH DD
&I
331-25
RT.
20
RUSTIC RD. 3
TRAFFIC CONTROL
STEEL PLATE BEAM GUARD ENERGY ABSORBING TERMINAL
332`50
R%
20
RUSTIC RD. 4
-
360.35
406.20
RT.
24
130TH AVE.
`. �
LOCATION
SIGN DRUM BARRICADES,
TYPE IT
409.30
LT.
LT,
24
SYME AVE.
DAYS DAYS DAYS
418.47
LT.
24
24
CLARK AVE.
FIRST ST,
STATION TO STATION
LOCATION
EACH
421.95.92
R%
20
(MAINLINE& SIDE ROAD) 3080 4200 20
425.32.7
RT.
20
ELM ST.
M
0.50 - 1.00
5.50 - 6.00
LT. & RT.
RT.
2
1
440.50
RT.
20
WALNUT ST.
SYME AVE.
PAVEMENT MARKING, 4-INCH,
EPDXYtT
E
T•50 - 8.00 LT, I
LT.
20
SYME AVE.
4,
270.55 - 272.60I-05
RT.
1
442.21.40
STH 128
40
MAINLINE
K
27- 27
LT.
1
5TAAI0N t0 STATION
GROUP
LOCATION L.F.. CODE REMARKS
TOTAL:
274.90 4.90 - 275.45.40
RT.
1
ST4
�w
27T•00 - 2TT•50
LT.
1
19.23 - 91.92
MAINLINE 14538 SOLID AND DASHED
EDGE LINE (WHITEI
M
TOTAL:
@
404.00
0.4-
404.6@ - 442.21.4
MAINLINE 80@00 SOLID ADASHED
AND
MAINLINE 5000 0020
EDGE LINE (WHITE)
a
#
SOLID PARKING LOT
AND CENTERLINE
MARKER POST, FLEXIBLE. FOR CULVERT END
TOTAL: P0033Q
°q
STATION
LOCATION
L.F.
CORRUGATED STEEL CULVERT PIPE, 72-INCH
d
�
69.70
MAINLINE
2-
`S
N
69•T4
MAINLINE
2
$
THICKNESS eIH)
STA. LOCATION TYPE L�F. STEEL
REMARKS
TOTAL:
4
119.60.80 CTH E & 90TH C.S.C.P. 30 .079 EXTENSION CATTLE PASS
STATE PROJECT NUMOER.8650-0I-70
HWY:
S.T.H. 128
COUNTY: ST. CROIX
MISCELLANEOUS QUANTITIES
%&E NA650.nPge,OfJ1
SCALE.
FEET
°
SHEET
ME : p6 66
PLOT RATE: 6^4-0O No
ORG DATE : d-T-49 DOTT5S PLOT HAW ; 6650HO2W
.--
0-91r 1c : p5T.6
PLOT SCALE
v
WTSDOT/CADDS SHEET 42
11
STATION
LOCATION
EACH
0.50
LT.RT
2
6.00
RT
1
8.00
LT
1
270.55
RT
1
2T2.10
LT
1
275.40
RT
1
277.50
LT
I
CONSTRUCTION STAKING. PIPE CULVERTS
FILL
TOPSOIL
:
FELT
SEEED MIX
STATION
LOCATION
EACH
---
BORROW
BORROW
OR SALVAGE
TYPE A
NO.20
9.60
72ND AVE
1
(C.Y.)
(S.Y.)
KS Y.I
(CWT)
(LB)
10.40
80TH AVE
1
69.70
MAINLINE
1
80
140
140
0.10
6
69.74
MAINLINE
1
40
70
70
0.05
3
10.64
100TH AVE
1
40
70
70
0.05
3
9.00
DRIVEWAY
1
40
70
70
0.05
3
40
TO
TO
0.05
3
TOTAL:
6
40
70
70
0.05
3
40 70 70 0.05 3
TOTAL: 8 320
a a-. r •+ car a..
560 560 0.40 24
(FADING. SHAPING. AND FINISHING INTERSECTIONS
FILL
EXCA
TOPSOIL OR SALVAGE
SEED
FERTILIZER
STATION
LOCATION
1.3%
(COY.)
(C.Y.)
A MULCH
tS.Y.)
NO.20
TYPE B
(LBS)
(CWT)
13.95.84
70TH AVE
554
169
909
25
2T-14.12
72ND AYE
676
930
1256
34
0.57
66.92.46
80TH AVE
931
110
103Z
0.79
119.60.83
CTHE A 90TH
2747
780
2860
28
0.65
172.33.52
CTHE A SOOTH
1078
712
2039
77
1.80
225.26.74
BOTH AVE
2684
470
2660
55
1.30
360.35
130TH AVE
654
177
1073
72
1.60
29
0.67
r •. a -. a. r s a
MILLING AND RELAY EXISTING BASE AND SURFACE
STATION TO STATION LOCATION
S.Y.
19.23.65 - 91.85 MAINLINE
24204
0.00 - 404.68 MAINLINE
134893
TOTAL:
15909T
STATION LOCATION
77.00 STH 120 M.B.
80.60 STH 128 N.B.
86.25 STH 128 N.B.
TOTAL:
lifffimEmsm
,t7
m
eb
CONSTRUCTION STAKING. CURB A GUTTER
STATION LOCATION
L.F.
RMARKS
13.95.84 L%RT
1ST
TOTH AVE
27.14.12 LT.RT
IS7
72ND AVE
66.92.46 LT.RT
15T
80TH AVE
119.60.83 LT.RT
157
90TH AVE
119.60.83 LT.RT
157
CTH E
172.33.53 LT.RT
1ST
100TH AVE
172.33.53 LT,RT
157
CTH E
225.26.T4 LT.RT
157
T10TH AVE
-
225.26.74 LT.RT
IS7
1d OTH AVE
290.00 LT.RT
157
CTH DD
BID ITEM
360.35 LT.RT
94
130TH AVE
tL.S. 1
TOTAL:
1664
1
1
1
1
1
CONSTRUCTION STAKING. CRUSHED AGGREGATE BASED
COURSE
1
1
STATION TO STATION LOCATION L.F.
TOTAL: 7
7.43 - 9.4T CTH DD 204
CONSTRUCTION STAKING. SIBGRADE
STATION TO STATION LOCATION
L.F.
7.43 - 9.4T CTH DO
204
MISCELLANEOUS OUANTT-IFI-ES
PLOT DATE- 2-21-M
..
CONSTRUCTION STAKING. INITIAL LAYOUT
STATION TO. STATION LOCATION L.F.
13.00
- 15.00
MAINLINE
200
10.50
- 11.43
70TH AVE
93
25.60
- 28.60
MAINLINE
300
8.60
- 9.60
7M AVE
100
65.41
- 6T-47
MAINLINE
206
10.40
11.50
80TH AVE
11D
116.35
• 121.00
MAINLINE
465
8.50
. 9.35
90TH AVE
85
10.64
- 11.53
CTH E
89
170.00
- 174.00
MAINLINE
100
10.65
- 11.00
TOOTH AVE
35
8.50
- 9.37
CTH E
87
223.74
- 226.79
MAINLINE
305
8.42
- 9.35
IIOTH AVE
93
10.64
- 11.54
110TH AVE
92
288.04
- 292.00
MAINLINE
396
7.43
- 9.47
CTH DD
204
358.00
- 359.28
MAINLINE.
128
11.00
- 11.87
130TH AVE
87
TOTAL:
3175
R!w PROJECT NUMBER �S-EET YOTAL
6650-01-20 P4 ET SHE -Ts
i
0
O
IV_
ACCESS PONT
A,P.
CWOTSTOLE MUDS
ACRES
AC.
gw®ER PRESSURE)
AHEAD
AIL
M/a^+1
.
AND OTHERS
ET At
U CiERGPPUND UTLITES
b'
BACK
BW.
GAS
-- G
BARN
B
—
MAD04S
BLOCS.
ELECTRC
-- E —
CENTRAL ANGLE
D
GHANEL CHANGE
m m
TELEPRRE
--®- T —
co�
SERVGE PEDESTAL
CORNER
COR.COMPANY
.
CORPGRATCN
CPUP.
RGA m
COUNTY
CO.
t
COUNTY TRUNK NORWAY
C..TJe
POWER POLE
DEGREE or CURVE
a
TELEPHONE POLE
D
GARAGE
G
RAA.ROADS
COVEI"JENT
MOUSE
Cori.
H
MARSH
i i i i
HOUSE TRACER
N.T.
WOODED AREA
RK TED
w-
RON m
LP.
COUNTY LIME
------®.
LEFT
LT,
LENGTH OF CURYE
L.
CORPORATE LANTS
LRRTED NK NWAT EASEMENT
L.K.E.
PROPERTY LA,E
..�..�®.®
M4EM.
"DWYNCAST
ME
LOT LRE
--.®----
NORTHWEST
MY
HIGHWAY EASEMENT
PGNT OR CURVATURE
P.C.
ESSTNO RANT OR RAY
®
RISKY O INTERSECTION
PA.
"
POUT OF TANGENCT
P.T.
NEw RId9T or RAY
POW OP COWIOUMD CURVE
Pf C.
PONT of REVERSE CURVE
PRR
RErvYcmCg LINE
PONT OR CURVE
P.O.C.
SLOPE INTERCEPT
--" '
PROACT
PROA.
-
PROPERTY LINE
PA.
STATE LOB
---••--.--
C4W OEiD
O.C.D.
O.C.D.TOWWSMP
RAD
PAGES
AM RANGE. LINES
�-.-..
RAILROAD
RR
SECTION LINE
"®®
RAILWAY
wY
.. REOUPE0
REM
QUARTER LIE
—®-�
RCHT
RT.
RGNT Or RAT
R6W
SLKTEENTH LPE
.®..®.�.�
ROAD
RD.
NEW C04TERLM
SECTRWN
SEC.
SHED
S
NO ACCESS
))PlLLUL LL
SOUTHEAST
SOUTHWEST
SE
Sw
NO ACCESS BY PRIOR
STATCR
STA.
PRO.ECT
STREET
ST.
NO ACCESS BY STATUTE
TANGENT
TAR.
TAVERN
TAY.
TRANSMSSKIN TOWER
TEMPORARY
TEMP.
AKIN Lw4
UPWTCQ STATES COAST i
GEODETIC SREET
USC.A, C.S.
HIGHWAY IgWAY
SEPARATOR
UNITED STATES GEOLOCCAL..
MONT OF WAY PONY
SURVEY
IA,SsG.S.
_.f'�
`
oNWAY PINKY
f
STATES M9NWAT
USJi.,
TPRE BE M
--d
SELL
wmc
W
V AT+EA ) 9. H ST,• V. ,) R... 4
N .
i :A rf.• ■ 1 Y 4.
hR NAMW. OB RAO4�O�R450A4aO.0C)v
T-30-N
f
T-29-N
THIS PLAT IS FOR
Y
ONLY,OEEDSDETERMINE i1
TO PROPERTY »
rlNro dLo
A.
--� AVE ._.
un
It
w
9OT}4 AVE
BOTH _AVE W
LAYOUT
SCALE 0 LS M`
TOTAL NET LENGTH OF CENT€RLNE = 6.72 ML
0
mm
FOR
SPRING VALLEY - GLENWOOD CITY
AVE.NORTH
CROIX COUNTY
N - 369126.921
E » 6614T6.T71
APPROXIMATELY 410.63 FEET NORTH AND
619.90 FEET EAST OF THE NORTHWEST QUARTER
04W'/A) CORNER OF SECTION 34. T-30-N„ R-15-W.
T-30-N
f
T-29-N
1
BEGIN
2RELOCATION
TA.N 336448.466
E 656101.436
APPROXIMATELY 392.66 FEET SOUTH AND
f 1.69 FEET EAST OF THE SOUTHWEST OUARTER
(SWl4) CORNER OF SECTION 2T. T-29-N„ R-15-W.
i
M,
Frlw NC.
DISTRICT RAT
wvSnnT sr aa�nc eurrY cn
l WISDOT/CADOS SHEET 75
REVISION GATE
I-zs-w ROUTE COUNTY DATE R/W PROJE
S.T.H. 128 ST. CROIX 6-4-99 86
FEDERAL P
SCALE. FT,
100
CAUTION
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
ONLY.DEEDS MUST BE CHECKED
TO DETERMINE PROPERTY BOUNDARIES,
�z
SCHEDULE OF LANDS & INTERESTS REQUIRED
X
LOOP3
NO. POINTS FEET BEARING
I OSEC8802
NRWT 2 TO 101.679 N 34*56'27.1" E
NRWIO
3 NRW10
T
NRW8 SLOPE INTERCEPT --TO _757 S 45'27'27.4" E
ry 4 0
SLOPE INTERCEPT b NRW
5 NRW9
r7l.
-- TNRW9 LOP
6 TO 66.182 S 3'50'14.1" W.
O)z ST. CROIX ELECTRIC > 7 �RWS
COOPERATIVE
M:*
11I.T44 S 26*05'05.0" W
T4
0
0� 9
9 NRW7
10 5
�4 10 TO E1443.665 N 22'33'13.6" W
4-
NOTE: SEE SHEET 4.9 FOR ALIGNMENT DATA.
THE ALIGNMENT FOR THIS R/W PLAT IS A
SURVEY REFERENCE LINE ONLY -NOT TO STA & OFF
BE USED FOR ANY PURPOSE EXCEPT TO N0. POINT STATION OFFSET
RD NATE
D,38 E 656124.401
5 6 1 24-4 01-
11- 50 0 E 656173.535
3561 73 .5 35
656177.964
ESTABLISH STA OFF DISTANCES. COORDINATE
oo 2 1 8
34
N 342108.500
42 0
3 N 342174.534E
342224.166
2 16 6656127.533
4 N 4 224 E
FILE NAME: kDCWDG
��
o�
� 4
2 4
1 �
� �
4 p
Z J
M 2
Q
Q
4
W
4
Z
4
O
J
4
W
WISO07/CARDS SHEET 75
THIS PLAT IS CAUTICIA
ONLY.DEEDS MUST BE CHECKED
TO DETETMINE PROPERTY BOUNDARIES.
............................................. *.*................................
ALIGNMENT CHAIN BESTIS
..........90.664.E..............................................................
SEST30 N 335448.495 E 656109,009 Z 0.000 STA 0.00.000
Distance 1118.400' Bearing N 0'26'01.6" x
SEST28 N 336566.863 E 656100.541 Z 0.000 STA 11^18.400
Distance 2922.TW Bearing N 0011'35.0' ■
BEST29 N 339489.546 E 656090.694 Z 0.000 STA 40.41.100
Distance 5293.500' Bearing N 0'29"06.4- x
SEST31 N 344762.856 E 656045.874 Z 0.000 STA 93.34.600
Distance 4376.200' Bearing N 0020154.9" ■
BEST32 N 349158.975 E 656019.251 Z 0.000 STA 137.10.800
Distance 1500.000' Bearing N 0'56'35.2" w
BEST34 N 350658.772 E 655994.561 Z 0.000 STA 152.10.800
Distance 6460.704' Bearing N I'05'27.2" N
BEST33 N 357118.305 E 6558T1.561 Z 0.000 STA 216.71.504
Distance 4048.500' Bearing N 2'03'15.2' A
CURVE BEST1
PC N 361164.203 E 655726.440 STA 257.20.004
CC N 361210.436 E 657646.236
PI N 362435.314 E 655695.829 STA 269-91.483
TAN 1271.479'
DS N 1'22'46.3" N
DA N 65038'17.3' E.
LChord Distance 2120.321' Bearing N 32'07'45.5" E
External Distance 382.779
Radius 1920.352'
DEG 2°59'01.0"
DELTA 6T•01'03.6"
LENGTH 2246.196'
PT N 362959.797 E 656854.094 STA 279.66.200
CURVE BEST1
Distance t
CURVE BEST2
a0
CC N 365403.902
PI N 363803.990 300-16.155
TAN 438.679'
DB N 65003'22.2' E
DA N 39'55'50.6" E
LChord Distance 856.345
External Distance 48.286
Radius 1968.537'
DEG 2054'38.1"
DELTA-250OT'31.5"
LENGTH 863.246'
PT N 364140.375 E 659003.688
CURVE BEST2
Bearing N 52'29'36.4" E
STA 304.40.725
Distance 1144.318' Bearing N 39`49°37.5" E
CURVE BEST3
PC N 365019.189 E 659736.592 STA 315.85,043
CC N 363864.299 E 661149.699
PT N 365219.435 E 659900.247 STA 318.43.657
TAN 258.614'
DB N 39'15'29.1" E
DA N 55.23'20.5" E
LChord Distance 512.113
External Distance 18.233
Radius 1825.005'
DEG 3.08'22.2'
DELTA 16'O7'51.3"
LENGTH 513.808'
PT N 365366.328 E 660113.094
STA 320.98.851
CURVE BEST3
Distance 396.402' Bearing N 55'58'19.4" E
I
®'
PC N
365588.154 E 660441.618
STA 324.95.253
CC N
367153.278 E 659328.847
PI N
365874.664 E 660844.597
STA 329.89.701
TAN 494.449'
DB N 54.35'16.7" E
DA N 25.42'39.0" E
LChord Distance 957.664'
Bearing N 40.08'57.8" E
External Distance 62.632
Radius 1920.383'
DEG 2459100.8"
DELTA-28.52'37.7"
LENGTH 967.875`
PT N
366320.159 E 661059.103
STA 334.63.128
CURVE
BEST4
Distance 1357.918' Bearing N 26.30'42.7"
E
CURVE
BESTS
PC N
367535.282 E 661665.255
STA 348-21.046
CC N
368150.206 E 660368.828
PI N
368193.915 E 661977.659
STA 355-50.015
TAN T28.968`
DB N 25022'33.6" E
DA N 28029'18.8" N
LChord Distance 1299.812'
Bearing N 1.33'22.6" R
External Distance 174.554
Radius 1434.871'
DEG 3'59'35.1"
DELTA-53'51'52.4-
LENGTH 1348.942'
PT N
368834.615 E 661629.953
STA 361.69.988
CURVE
BESTS
Distance 1198.700' Bearing N 27.39'24.2"
R
CURVE
BEST6
PC N
369896.35T E 661073.549
SSA 373-68.688
CC N
370762.171 E 662798.554
PI N
370305.563 E 660868.160
STA 378.26.54T
TAN 45T.859'
DB N 26.39'10.8" IT
DA N 0'02'13.6` E
LChord Distance 890.991'
Bearing N 13'iB'28.6" N
External Distance 53.563
Radius 1930.098'
DEG 2'58'06.8"
DELTA 26041'24.4"
LENGTH 899.098'
PT N
370763.421 E 660868.457
STA 362-67.786
CURVE
BEST6
Distance 900.280' Bearing N 0"08'35.0"
R
SEST36
N 371663.699 E 660866.209 Z-99999.990
STA 391-68.066
Distance 1288.600' Bearing N O'29'00.2"
E
CURVE
BEST?
PC N
372952.253 E 660877.080
STA 404-56.666
CC N
372931.953 E 661107.907
PI N
3731TO.222 E 660896.249
STA 406.75.477
TAN 218.810'
DB N 5'01'32.7' E
DA S 88.15'22.7- E
LChord Distance 318.180'
Bearing N 48.23'05.0" E
External Distance 86.984
Radius 231.718'
DEG 24`43'35.5"
DELTA 86'43'04.5"
LENGTH 350.708'
PT N
3T3163.564 E 661114.958
STA 408-07.374
CURVE
BEST?
..........................................................i.....................
CHAIN
LENGTH
4080T.3741
......................
O.........................................
A...............
MSDaT/CARDS SNEET 70
STATE-- - — PROJECT NUMITR
8650-01-70
ffE
BEGIN PROJECT 3550-01-70
STA, 19-23.VM
---- -- STA. S2.40,2,
60-00
20-00 as -Go 3oA00 35-.00 SYM 1.2 50,00 55-00
0
A
NET LENGTH OF CENTERLINE STA. 19-23,5 TO STA, 60-00 4016.5 LIN. FT•
V,
1yyyy
7-
Ji
-c .00 AM
S T`H 85*00 90-00 0. 0,
60-00 65-00 70-00 123 80-00
,figEXCEPTION TO NET LENGTHOF
% STA, 89-75 TO STA 91191�8 n
EXCEPTIO
STAZ�83.3,-TO STA.4�40
t.
a
Z
r A
%
NET LENGTH OF CENTERLINE STA. 60-00 TO STA, 26-00 - 564015 UN. FT,
si
FeLC NAME. HD�C � $65051v2S:S.ECT2
TUACC NAVESZIMAGEOW.Ttl & AUAGC0Zl,rW
W�SDOT/CAODS SHEET 42
STA. 2-88.3 TO,'3-15.8
LT., RT.
STEEL THRIE BEAM STRUCTURE APPROACH REO'D,
STA. 4+40 - 4+67.5 LT., RT.
STEEL THRIE BEAM STRUCTURE APPOACH REO'D.
STA. 13-95.87
STA. 4+67.5 - 5.50 RT.
CONSTRUCT TYPE D
STA. 1-00 - 2,-60.5 LT.,
RT.
"A"
STEEL PLATE BEAM GUARD CLASS "A" REQ'D.
+
INTERSECTION
STEEL PLATE BEAM GUARD
'I-00
CLASS REO-D.
STA. 5+50 - 6+00 RT.
C0
(SEE INTERSECTION DETAILS)
STA. 0+50 - LT.,
STEEL PLATE BEAM GUARD
RT.
ENERGY ABSORBING TERMINAL-
STEEL PLATE BEAM GUARD ENERGY ABSORBING TERMINAL
"p
CD
c:)
0
5 _10
15
--
-
- - - -
----- - -
STA. 4.40 7.50 LT.,
STEEL PLATE BEAM GUARD CLASS "A" REO°D.
<
STA. 7-50
m 0
STEEL PLATE BEAM GUARD ENERGY ABSORBING TERMINAL
STH 128 13+95.84
EXCEPTION TO NET LENGTH'OF CL
70TH AVE 10+00
STA,
2+88.3 TO STA. 4+40
STA. +43 '0 0
END NEWW PAVEMENT
M
rEl f4
NET
LENGTH OF CENTERLINE STA. 0.00
TO 15-00 = 1500 L.F.
aGe
STA. 27-14.12
Ld
CONSTRUCT TYPE D
>: INTERSECTION
(SEE INTERSECTION DETAILS)
0
z
STH 128 STA. 27+14.12
STA. 8-56.56
P 72ND AVE STA.10-00
END NEW PAVEM NT
WEST WISCONSIN TE
REMOVE.CULVERT
+
20
25
30
-----------
STA. 9+60, 72ND AVE
85 L.F. OF 24" CP CLASS III REO'D.
2 APRON ENDWALLS REO'D.
rUT
m 50
NET LENGTH
OF CENTERLINE ST'A-'.:15-00 TO
31A00 =:1600 L.F.
STATE PROJECT NO: 8650-01-70
HWY: STH 128
ICOUNTY: ST. CROIX SPLIT PLAN
I SHEET NO:,5.?- _TE1
FLE NAME : N 3650SLDGM
PLOT DATE: 6-C-00 k,o ORYATE PLOT MAW PLVC4 wlvmta Net 6
PLOT SCALE
la. seas; w .oava�re<arxsxwnm. MUI OATU ORCj DATE: 3-2-" PLOT KUC , PLIS16W Oryomtw : mat 6
"-7:
EL
ST. C�ROIXELECTRIC CO)-CP
STA. 66+92.46 CONSTRUCT TYPE D INTERSECTION
(SEE INTERSECTION DETAILS)
+STA. 10+,40, BOTH AVE.,`
STA.
11+54.042
96 L.F.'-OF 30" CP,`CLASS-III REO'D
STH 128 66+92.46 END
CONSTRUCTION
2'APRON ENDWALLS-REW.D.
BOTH AVE 10+00
>
EXISTING FIELD ENTRANCE. SEE
<
SPECIAL,PROVISION FOR OISPOSITTOW
FUT so
NET LENGTH OF CENTERLINE STA, 61+00 TO 76+00
1500 L.F.
•
u�
COUNTY: ST. CROIX
PLOT DATE. Z-Z b
WGIVATE : 3-0-99 PLOT NAPE : R. z Dlat 6
MOT SCALE :
w
NET LENGTA OF CENTERLINE STA. 107-00 TO 122+00
1500 L.F.
STA.,,119,+.60.83 CONSTRUCT TYPE B2 INTERSECTION
-.BOTH SIDE (SEE INTERSECTION DETAILS�
END Ni
Elm
WEST nIscnwSImTELECOM CO-OP
�=,t
STA, lO+84, CTH E
6O L°F, OF 24» CP
CL4SS III REO'D.
+S3 wu7|2 APRON END04LLS REO`O.
mmmmmmmom
SHEET NO: 5.5
�
�
I �
f
V
l
,NET LENGTH OF CENTERLINE STA.-,153*00
TO 168-00 1500 L.F.
u� '
STA. 9*00 DRIVEWAY
24 L.F. OF 18" C.P., CLASS III
REO'D.
w
2 APRON ENDWALLS-REO'D'S
r
_
STA:`8.*44.154'
BEGIN NEW-PAY"T.
REMOVE DRIVEWAY
REMOVE PIPE
STA. 172+33.52 CONSTRUCT TYPE 62
STH 128 'STA:
INTERSECTION BOTH SIDES
__._.
CTH E =172-33'.53
(SEE INTERSECTION DETAILS)
ST. CROIX^ELECTRIC CO-OP
STH 128 STA. 172n33.53 REMOVE OLD CULVERT
100TH AVE. STA.10+00
STA, 10*64 1OOTH AVE.
STA. 11*53.0- 74 L.F. OF 24" C.P. CLASS III REO'D.
END NEW PAV'T = 2 APRON ENDWALLS REO'D.
r
0
a
NET LENGTH OF CENTERLINE STA. 168+00 TO 183+00 = 1500;L.F.
STATE PROJECT N0: 8650-01-70 1 HWY: STH 12$ COUNTY: ST. CROIX SPLIT PLAN SHEET NO:5.7 E
. ar-
ORGIOATE : 3-g-" PLOT NAAE : R2329QA 000mtor pat 6
W
`
a
b
0 UT
NET LENGTH OF CENTERLINE STA.
183+00 TO 198.00 -'1500 L.F.
�zoa _
ins zi0
_
t _
4 54 FEE %lb 60
NET LENGTH OF CENTERLINE STA. 198+00 TO
214+00 = 1600 L.F.
STATE PROJECT NO: 8650-01-70
HWY: STH 128
COUNTY: ST. CROIX
SPLIT PLAN
SHEET N0:6
E
FIX MAW : 06 965OSTQ8PL=6ZG4
PLOT DATE 3-n-99 ba ODI DATE : 3^n-49 RAT MARE : FL2526W Origf fo : Dist 6 ROT SCALE
STA. 225-26.74 CONSTRUCT TYPE D INTERSECTION
BOTH SIDES (SEE INTERSECTION DETAILS)
C>
EGI N N W
B BEGIN NEW PAV'T.
STH 128 STA. 225�+26.74
0 10 0
110TH AVE STA.10-00
STA. ll+�54.775
END NEW PAV'T.
Lj
NET LENGTH OF CENTERLINE STA. 214-00 TO 229-00 1500 L.F.
7
NET LENGTH OF CENTERLINE STA. 229-00 TO 244-'0d-`--15OO L.F.
DO
STATE PROJECT NO: 8650-01-70
HWY: STH 128
ICOUNTY: ST. CROIX
I SPLIT PLAN -'
ISHEET NO:5.9
FLE XAW � DS 86SOSTH2SPL2T2LDGN PLOT DATe tz-u-" ORCiVArE 3-M-9S PLOT NAM PL2T2W Net 6
PLOT SCALE
n
NET LENGTH OF CENTERLINE STA
Enreiny. A., �M N Z
260.06 TO 276-00 = 1600 L.F.
glimisplavicM
PLOT DAM �23_00 b ORD [DATE : �22_"
I = 6�'01!03.4"
--D =
2 59'01.0"
T
= 1271.479
L� =
2246.195
R' -.',1922,353
SE
t'5.01
27n RO =
160'
STA."'272-66'277
(RT) _STEEL PLATE.,BEAK
STA. 272+10 - 272+60 -LT.
STA. 277+00 -12-77+50 LT.
STEEL' PLATE 'BEAM GUARD'E
'17T
4`00 L7-
GUARD, CLASS "A" REO'D.
STEEL PLATE BEAM GUARD, CLASS "A" REO'D.
STA. 275.40 - 274+90 RT.
STA. 270+55 - 271+05 RT.
STEEL PLATE BEAM GUARD ENERGY ABSORBING TERMINAL
FEET
EME
PLOT RAW : PLZ930W
PLOT SCAM :
mmallam
[A
...... — . w .. 1.-- u..cwA... MOT DATE 3 23-00 bo ORGi DATE : } Z2-" PDT NN{.: PL3=dJ om lwa : a" 6 PLOT SCALE
°
~--^-~ Curve Data
N ~ BEST3
~� -7~^^7"`''
88^22^2"
T = \\ 250^ G14 \\
88B 5I3 L =
~ \ ^
` \\18.233
-- - -
^ E = IO 2J3
\�\[}R = 1824.994
~R[l160�--_
. --
-FSPLIT PLAN
PLOT WALE �
o
m
ms
) \
Mommmlig
14
v.17 -- —�, ROT KhWA PL3536Q MOI mtw^ OPet 6 PLOT SCALE
u IU.WL . 3 U-" PLOT RAW PL3T3sw griderotor : CK" 6 PLOT SCALE �
-I w �11w11 : ." I PLOT SCALF :
Y
END PROJECT $660-01-70
` `s» .•
STA. .4442+210
r+
a.
g
9
O
w1
4b
°d NET LENGTH OF CENTERLINE STA. 415+21.4 TO 442+21.4 - 2600 LIN. FT.
,e
•B
Y
+B
4
F2E NdAv£¢ KDDMOe ••SOa>n D`•:wnww BP
1mwOw4.1h128.veP
WISDOT/CADDS SHEET 42
+ G UY
--
--------------
El
<
SPECIAL
_DITCHL
z
V)
w
ZO
%
BENCH MARK
DESCRIPTION
ELEV.
Pfm�25 SW COR, CTH DD
1058.78
. ........
L.-j
FEET
SO
toA ISO
SCALE
I I+W 2 2+50 3 3+50 4 4+50 5 5+50 6 6+50 T 7+50
STATE PROJECT NO: 8650-01-70 HWY: -S-TH 128 COUNTY: ST. CROIX
SEE NAME : 06 865OSTM20:PPCTiiOD.DGN PLOT DATE- 2-i4-99 4,. ORO DAIE : 4-14�99
PLAN & PROFILE
PLOT NAVE PPCTHDD.1
PLOT NAME PPCTMDW
)0+50 u n+50 2 2+50 13 13+50 14 14+50 15
: Ofs, 6
I SHEET
PLOT SCALE
Im.0
10T&O
WU
mo
M60.0
mo
Im.0
1045.0
a mif
p
p 1 lz'/FT. BATTERI
.L CURB FACE
6" i'c" MAX. R
" "lFT. SLOPE
a �
TYPES A & G
Z"+{ /'`' PR
1..II f6. 22"
6" 4" r R
�„-- j'a"/FT. SLOPE
" a " , 6., M'N.Q
a P
TYPES G $ J
'NEW
3" R
6" I " ft
SLOP
6
�a"/FT. SLOPE
3»Ye/FT. PE"R
Z
kft
Qt, -T (6" MOUNTABLE CURED t
TYPES K ! L
r_O' _ Z-al
2 -3" R,
S" 4" a ® %AFT. SLOP
HI' MOUNTABLE CURS) f
2
QTYPES A A D
OPTIONAL CURB SHAPE CONCRETE CURB 3 GUTTER 36"
Q
FOR TYPES K & L
r
*NEW
A CONCRETE A
*NEW CURB & GUTTER.
SURFACE DRAINS,
EXISTING CONCRETE PAVEMENT
CONCRETE OR OTHER NEW CONCRETE.
PLAN VIEW NO.6 X I2"Cu. BARS
SPACED 3'-0" C-C.
INSTALLED ON 6:ISKEW
HORIZONTALLY. DIRECTION
OF SKEW ALTERNATING AFTER
EVERY ONE OR TWO BARS.
4 •4P
4
�OFTHICKNESS
OF NEW
cy
CONCRETE
C°
SECTION A -A
PAVEMENT TIES
Q
rA
W
EXISTING
CONCRETE
ENTRANCE CURB
SLOPE VARIABLE
i
r
DRIVEWAY ENTRANCE CURB
(WHEN DIRECTED BY THE ENGINEER)
BATTER.FACE OF CURB
ADJACENT PAVEMENT)
GENERAL NOTES
DETAILS OF CONSTRUCTIOK MATERIALS AND WORKMANSHP NOT SHOWN ON THIS DRAWING
SHALL CONFORM
PAVEMENTi TIE BARS SHALL BE
EPDXY
•.. COATED . CONFORMANCE
50SZ62 OF THE STANDARD SPECtRCATIONS.
INTEGRAL: & CUTTER SHALL CONFORMTO THE DETAILS SHOWNFOR CONCRETE
GLITTER INCLUDING THE TRANSVERSE GUTTER SLOPE. A LONGITUDINAL CONSTRUCTION JOINT
IS NOT REOUIRED WITH INTEGRAL CURB AND CUTTER.
JOINTSWHERE THE TRANSVERSE i BE SEALED, THE
JOINTS• GUTTER SHALL BE SEALED TO THE FACE OF
WITH THE SAWE TYPE OF SEALANT. THE COST OF
FURNISHING AND INSTALLING THIS SEALANT
SHALL BE INCIDENTAL TO THE ITEM CONCRETE CURi
SECTIONS, GUTTEF-
D
UNICLASSIFEs+ SHOWNi• s
THE BACK OF CURBS.
QTEE BARS ARE REOUIRED FOR CURB AND CUTTER TYPES A. G AND K.
BOTTOM OF " AND CUTTER MAY BE CONSTRUCTEDEITHER
SLOPE OF THE SUBGRAGE OR BASE COURSE PROVIDED A G* MINIMUM GUTTER THICKNESS IS MAINTAINED.
WHEN "SE SLOPE GUTTERREQUIRED, THE IS i BE SHOWN ELSEWHERE IN
THE PLAN.
• a .
CONCRETE CURB
& GUTTER
Q
TYPICAL TIE BAR LOCATION
ii
Y4 /FT. SLOPE
4'
6"
t
CONCRETE
SAME PAY LIMITS
_._. AS CURB & GUTT
gA�°"°/FT, SLOPE6". e . . a . .. + PAVEMENT
-THICKNESS
T
ADJACENTE
REVERSE SLOPE
(TYPICAL FOR ALL CURB & CUTTER TYPES)
r r r
SOIL CONDITIONS PERMITS
DIRECTION
OF FLOY
iii I-— EXISTING GROUND
tnI
LIE}—®-- HATTER STAKES IN OPPOSITE DIRECTIONS (TYPICAL)
FRONT ELEVATION
WHEN EXISTING GROUND SLOPES AWAY FROM FILL SLOPE
EROSION BALES FOR SHEET FLOW
I
FILL SLOPE
WOOD STAKES (2 PER BALD
NOMINAL Z' X 2" X 30' N.
LENGTH OR EOUtVALENM
T
[� 7' NOM-
-aw-,12 UVA
STAKES DRIVEN FLUSH WHEN
SOIL CONDITIONS PERMITS
v
FRONT ELEVATION
GENERAL NOTES
DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE PERTINENT PEOUTREMENTS OF THE STANDARD SPECIFICATIONS
AND THE APPLICABLE SPECIAL PROVISIONS.
NOTE:
ALL DIMENSIONS
ARE APPROXIMATE
POTENTIAL SCOUR AREA
FUSE EROSION MAT OR OTHER
DEVICE WHEN DIRECTED BY THE ENGINEER.
FOR SCOUR PROTECTION USE:
EROSION MAT FOR CHANNEL LINTIG.
L Ap MAT UNDER UPSTREAM BALES
AND SECURE FABRIC WITH WOOD STAKES,
AT 3-FOOT INTERVALS.
ER JOINTS BETWEEN
OF SALES.
TO BE 'SY''LA-R, TO CHANNEL_
PLAN VIEW FLOW DETAIL,
EROSION SALES WHEN ALTERING
STAGGER JOINTS WITH A DOUBLE ROW. THE DIRECTION OF FLOW
BOTTOM ELEVATION OF END BALE SHALL
BE EQUAL TO OR GREATER THAN TOP OF
it LOWEST MDDLE BALL
ROADWAY ----- -..--- _ ._ __—. _ -_ROADWAY ROADWAY
SHOULDER SHOULDER _ SHOULDER
o � � ��1 T [ � -T QQQJ111 DITCH DIKE Qj1
°� YIOF LT� �t .� INS !NSLOPE
Z _.T1
9ACKSLOPE V { [� 4 N�O� o �NSLOPE
SHOULDER SHOULDER
ROADWAY _ _....._._...... _ .��_ _.. .. _.. ROADWAY -
INSLOPE
10'-O'
MIN.
POST-
_ * *CEOTEXTILE FABRIC
2 1GROUND SITUATION 1 SITUATION 2
TYPICAL SECTION PLAN VIEW
PLAN VIEW SILT FENCE AT MEDIAN SURFACE DRAINS
TYPICAL APPLICATIONS OF SILT FENCE
WOOD POSTS(
LENGTH 4'-0'
2'-0' MIN. DEP
IN GROUND
'DST SPACING ALLOWED IF A
I GEOTEXTLE FABRIC IS USED.
GEOT
FADE
NOTE: ADDITIONAL POST DEPTH OF
MAY BE REQUIRED IN UNST,.�,,.4
FABRIC --_
FLOW DIRECTION
EXCESS
FABRIC
TRENCH DETAIL
GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM 7'0
THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND
APPLICABLE SPECIAL PROVISIONS.
(Dj HORIZONTAL BRACE WITH 2- X 4" WOODEN FRAME. OR EQUIVALENT AT TOP
OF POSTS AS DIRECTED BY THE ENGINEER,
TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY
AND ANCHOR THE GEOTEXTILE FABRIC, FOLD MATERIAL TO FIT
TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.
Q WOOD POSTS SHALL. BE A WN[MUM SIZE OF P/q" X i°/g" OF OAK OR HICKORY,
TIEBACK BETWEEN
POST AND ANCHOR
SILT
FENFEN
/.r CE
FLOW D,RE.CTtON -®
`,�ANCHOR STAKE
MIN. 18" LONG
SILT FENCE TIE BACK
(WHEN REQUIRED BY THE ENGINEER)
S.D.D.8 E 9-4
METAL APRON ENDWALLS
PPE.
DIA.
t9t7
w TH!".
SI
SiEEi ALUM.
DIMENSIONS
A 6 H
cxt) O:AX.1 txC)
axBfesi
L
xt°/'
Lt L2 w
CQ tx2'I
SLOPE
BODY
12
.064
.060
6r3�O
6
21
12
tT/
24
2'/pto 1
I PG
15
.064
.060
T
6
26
14
21Y'a
30
%to i
IPc.
18
.064
.060
8
6
31
155
28'/4
36
2'/ to I
1 Pa.
21
.064
„060
9
6
36
18
29
42
2'/a to t
1Pc.
24
.064
.OT5
10
6
41
18
3T'/4
4B
2'/yto 11PC.
30
.
.
12
8
51
!B
52'/<
60
2'I to I!
Pc.
36
779
.079
05
.105
14
9
60
24
59Y'q
72
2°/,to t
2 Pc.
42
409
.105
16
R
69
24
TS
84
2'/sto 1
2 Pc.
48
.t09
.IQS
18
12
78
24
BI
90
2'/'to 1
3 Po.
54
.109
.105
18
12
84
30
85°/
102
2 Ro 1
3 P,
60
AO9x
.105x
18
33
12
BW
2 to 1
3 Pc.
66
JOB
.105x
18
36
a
82
to 1
3 PC.
72
A09x
.105x
18
39
12
82
to T78
.109
m-5
i8
42
12
8t%
to 13
Pc84
.109x
.105
18
45
12
81'/zto
1
3 Pc.
.109
.t05
18
3T
12
8Nato
t3PC.t09
.tOS
LB
35
17
8i/sta
13
Pc.
x EXCEPT CENTER PANEL
SEE GENERAL NOTES
I--DIA.--«j
REINFORCED
EDGE ISEE
SECTION A-A1
PLAN VIEW END CORNER PLATES MAY
BE FASTENED TO APRON
PROPER BY BOLTS. RIVETS,
OR RESISTANCE SPOT
WELDS WHICH WILL HOLD
THE SURFACES TIGHTLY
4 DIA. TOGETHER
END CORNER
PLATE
10 �_ 2 " B F
74" DID. HOLES FOR 74E PLATE SSAME THICKNESS
BOLTS OR RIVETS ��AND METAL AS APRON)SHALL
LI C-C MAX. SPACING "-'----- IN 22"__ BE FURNISHED WHEN CALLED
END VIEW. FOR ON THE PLANS
REINFORCED CONCRETE APRON ENDWALLS
PPE
DIA,
DIMENSIONS aches) .,�
TT A B C D E G
APPROX.
SLOPE
12
2
4
24
48
T2
24
2
3 to I
LS
2 e
6
2T
46
T3
30
2 a
3 to I
t8
2
9
27
46
73
36
3 to 1
21
2
9
36
37
T3
42
2
3 to 1
24
3
9
43
30
73'
48
3
3 to I
2T
314
10
49
24
TV
S4
_39,_
to t
30
t2
54
fl9
73°
60
3'
3 to I
36
4
15
63
34
97
72
4
3 to 1
42
4
21
63
35
48
T8
D=
lli:L
48
5
24
72
26
98
84
5
3 to 1
54
5'/T
27
55
33' -35H
- IOa
90
SYx
2f5to I
60
6
30-35
60
39
99
96
5
2 to 1
66
6'/s
24-30
2273
21-27
99
102
S/s
E to 1
72
T
24-36
78
21
99
108
6
2 to I
78
7'/s
24-36
78
21
99
U4
6%2
2 to I
84
8
36
90°/,
21
012
120
6°/2
izo I
90
8°h
41
87'/x
24
fll'Is
132
6'/z
N/zto I
1 Yz`
*MINIMUM
**MAXIMUM
O
END VIEW
GROOVED END ON OUTLET END SECTION
TONGUE END ON MET END SECTION
CULVERT �\ '}
- T __ SLOPE
-_ fl
MEASURED LENGTH^ .,.. END SECTION
OF CULVERT ITO -t-
NEAREST FOOT) BAR OR STEEL FABRIC 1`
FLOW
l� REINFORCEMENT A
TL
• m wi 0 axil •
i WIDE. 12 GA. (OJO9'
THtM GALVANIZED STRAF
WITH STANDARD 6" X (ly>
BAND BOLT AND NUT
THREADED °/s" DIA. RCD PIPE
AROUND CULVERT I THROUGH CONNECTOR
TANK TYPE CONNECTOR LUG LUG
OR ALTERNATE CONNECTOR
STRAP IEEE DETAIL)
MEASURED LENGTH
OF CULVERT
TYPE I
FOR 12' TWO 24' CORR. PIPE
THREADED ?%` DID. ROD
OVER TOP OF APRON. SIDE - — ROD HOLDER
LUGS TD BE RIVETED Tp
APRON
MEASURED LENGTH
OF CULVERT
TYPE 2
FOR 30" THRU 96' CORR. PIPE
MEASURED LENGTH
OF CULVERT
CONNECTOR
SECPiON
CONNECTOR SECTION / RIVETED OR
TO BE PAID FOR AS I BOLTED
PART OF END SECTION f o
TYPE 3
FOR 42" THRU 96" CORK. PIPE
DIMPLED OR CORRUGATED 2 - °/s" X G"
COUPLING DAND BAND BOLTS
RIVETED OR BOLTED AT
DIMPLES (6" C-C FOR MEASURED
CORRUGATED BAND! LENGTH
OF CULVERT
TYPE 5
ALTERNATE FOR:
ALL SIZES CORRUGATED CIRCULAR PIPE
NOTE; DIMPLED BAND FITS OVER OUTSIDE OF ENDWALL,
AND CORRUGATED BAND FITS INSIDE ENDWALL.
DIMPLED BAND MAY BE USED WITH HELICALLY
CORRUGATED PIPE.
FOR CIRCUMFERENTIALLY CORRUGATED PIPE USE
ENDWALL CONNECTION DETAILS I,2.3 OR 5
AS APPLICABLE.
FOR HELICALLY CORRUGATED PIPE USE ENDWALL
CONNECTION DETAILS L 2 OR 5.
FOR HELICALLY CORRUGATED PIPES WITH TWO
CIRCUMFERENTIAL CORRUGATIONS AT EACH END
USE ENDWALL CONNECTION DETAILS L 2 OR 3.
CONNECTION DETAILS
0.109' THICK GALY. STEEL OR
O.109" THICK ALUMINUM
APRON Tl4" DIA. RIVETS SPACED
SIDEWALL a 61 C-C
SHEET " _-�
I" Q.D. X 0.079" THICK GALY.
STEEL OR O475" THICK ALUM.
TUBING SLIPPED OVER SHEET
AND RIVETS PRIOR TO FABRI-
CATION OF THE END SECTION
`^ %" DIA. X ''Is" GALY. STEEL, OR
ALUM. BUTTOWEAD RIVETS
SPACED AT 6"C-C. DYER..
LENGTH OF RIVET = 0.78"
L2 (D- P_a%" R
OUTSIDE OF APRON
SIDEWALL SHEET
EDGE OF SDEWALL SHEEP AnHttdUM '/,' CIA. GALY. STEEL ROD
Rw
O&ST OR N0, 4 GALY. REINFORCING BAR
Ve"(APPROX.)
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON
THIS DRAWING SHALL CONFORM TO THE PERTINENT REOUREMENTS OF THE
STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.
CONCRETE CULVERT ENDWALLS MAY NOT BE USED WITH GALVANIZED STEEL.
OR ALUMINUM CULVERT PIPE OR VISE VERSA„ GALVANIZED STEEL OR
ALUMINUM ENDWALLS SHALL NORMALLY BE INSTALLED ON CULVERT PIPE.
OF THE SAME METAL.
ALL THREE PIECE STEEL APRON ENDWALLS FOR 60" DIAMETER PIPE AND
LARGER SHALL HAVE OA09' SIDES AND 0.138" CENTER PANELS. ALL
THREE PIECE ALUMINUM APRON ENDWALLS FOR 60" DIAMETER PIPE AND
LARGER SHALL HAVE 0.105' SIDES AND 0.134" CENTER PANELS. THE WOTH
OF CENTER PANELS SHALL BE GREATER THAN 20 PERCENT OF THE PIPE
PERIMETER.
LAP SEAMS SHALL BE TIGHTLY JOINED BY GALVANIZED RIVETS OR BOLTS
FOR STEEL UNITS AND ALUMINUM RIVETS AND BOLTS FOR ALUMINUM UNITS.
FOR THE 60" THROUGH 96" DIAMETER APRON ENOWALL SIZES, THE REINFORCED
EDGES AND CENTER PANEL SEAMS SMALL BE FURTHER REINFORCED WITH
GALVANIZED STEEL OR ALUMINUM STIFFENER ANGLES. THE ANGLES SHALL BE
ATTACHED BY GALVANIZED NUTS AND BOLTS FOR STEEL UNITS AND ALUMINUM
NUTS AND BOLTS FOR ALUMINUM UNITS.
WHERE TWO OR MORE PIPES WITH APRON ENDWALLS ARE LAID ADJACENT
TO EACH OTHER, THEY SHALL BE. SEPARATED BY A DISTANCE SUFFICIENT
TO PROVIDE A MINIMUM CLEARANCE OF 6 INCHES BETWEEN APRON ENDWALLS,
Q FOR PIPE SIZES UP TO 60" DIAMETER. A I80• ROLLED EDGE MAY BE USED
INSTEAD OF STEEL ROD REINFORCEMENT. SEE SECTION A -A.
PLACE 4" x ''i
— GROOVES a P
a
0
i
ca
EDGE OF
TRAVELED LANE
W14-3
(NO PASSING ZONE)
lDISTANCE ■fit O
RUMBLE STRIP
EDGE OF TRAVEL LANE
RI -(STOP)
--
(STOP)
r�
O
J f 4
� r
> EDGE OF
z
® a TRAVEL LANE
J 6 v
EDGE OF
o r SHOULDER
ids P
i
m
d
0
1
8 N
i
" 4
t
v
"
a
W3-1
(STOP AHEAD)
8
P
8
" o
r �
N
,N
® k
i
DIRECTIONARROW SYMBOL (mmI100 SHOWS
LOCATIONPLAN VIEW
RUMBLE STRIP
t
I
CAST -IN -PLACE
CONCRETE /
Qi ELIMINATE THE MIDDLE SET OF RUMBLE
STRIPS.
(2) LOCATE RUMBLE STRIP 200' EN ADVANCE
OF W3-I SIGN AS SHOWN. IF W3-1IS NOT
IN PLACE. USE DISTANCE C.
TYPICAL VERTICAL VARIATION BETWEEN
PEAKS AND VALLEYS WITHIN THE CUT
APPROXIMATELY 'fv6"
ITT Tl i`.
GROOVES @
12" C-C + I"
3
MIN.
MAX. fz°°' MIN.
i5w, MAX.
4'�
MILLED -IN
CONCRETE PAVEMENT
OR CONCRETE
PAVEMENT REPAIR
'LIB L
Em
9 A I a ►�
25' _
24 GROOVES (TYR)
EDGE OF TRAVEL LANE--
PLAN VIEW
CONCRETE PAVEMENT ASPHALTIC PAVEMENT
MILLED -IN OR CAST -IN -PLACE MILLED -IN
CONTRACTOR SHALL COIFIRT RUMBLE STRIP LOCATION WITH THE ENGINEER
RUMBLEPRIOR TO INSTALLAT10% THE 'ENGINEER MAY MODIFY THE RUMBLE STRIP
LOCATION AS FIELD CONDITIONS DICTATE
WHEN CONCRETE PAVEMENT IS INSTALLED IN THE AREA,
EXTENDCONCRETE SHALL FROMD
SHALL ALLOW THE PAVEMENT WHEN ASPHALTIC PAVEMENT IS NEW IN THE RUMBLE AREA THE CONTRACTOR CURE A MINIMUM OF 7 DAYS PRIOR TO
RUMBLE INSTALLATION.
PAVEMENT MARKING AND SIGNING DETAILS AND SPECIFICATIONS ARE PROVIDED
ELSEWHERE IN THE CONTRACT.
[1'
G➢
SHOULDER—.
WNGE POINT
6
�r_0.
NORMAL SHOULDER 1-10d GALVANM' NAIL
—1-10d GALVAWM MAR. 6" X 8• X 8-2® HOLE. }G• BOLT
6' X 6' X T-2' Y'i' MOLE OFFSET BLOCK THROUGH CENTER OF POST
® %* BOLT AND OFFSET BLOCK
OFF ET BLOCK y" ±
O T lA° T le CURB FACE OR FLOW LINE FLUSH
— � WITH OR RFHINY MIA" FAK
ALONGEND VIEW
LOCATED ROADWAY D: •
6' X 8"
Z-3Y4" POST 2'-3Y4'
Q
6'-O'
[ C •4
I 1
I'm I
I r
I I
___J
END VIEW
LOCATED ALONG A CURBED ROADWAY
12'-6' OR 2F-O'
EFFECTIVE LENGTH OF BEAM
C-C 61_3+ C-C
POST SPACING --'—POST SPACING -�
TMHE[ SHOtAQER
OF
FRONT VIEW p-
-DIRECTIONTRAFFIC FLOW
BEAM GUARD
REFLECTOR
N0. SURFACES
MPd. N0.
LENGTt#
SPACING
REFLECTORIZED
REFLECTORS
ONE WAY
< 2OO'
S0'frC
1
3
'TRAFFIC
-WAY
> 20O`
t00'C-C
1
TWO
< 20O'
25'C-C
11 ff��
TRAFFIC
> 2O0'
S0'C-C
�%
PWO WAY
< 200,
5,C-C
2
TRAFFIC
> 200,
100, C-C
2 `✓
r
PIRRI
•t'M
8 -sja`" ♦ X 8 �/4'
FINISHED y Y,.,
—DIRECTIONY
FRONT VIEWTRAFFICr -
BEAM SPLICING i POST MOUNTIIw
i
Em
- - Y
Y
ii DETAIL AND
TYPICAL
, INSTALLATION
Im
GERERAL NOTES
' r it tl� ft r rr� •Ny � r r r..,.
r� lilyrr . :.. Y t
® POST i CR ! TO PROVIDE : Y.. OF
SHOULDERT-6" WHERE THE HINGE PONT IS LOCATED IN FRONT
WHEN ROCK IS ENCOUNTERED DURING EXCAVATIONAPOST HOLE
EXTENDING ♦ INCHES DEEP INTO THE ROCK 1 IF APPROVED 2
HOLET14E ENGINEER. GRANULAR MATERIAL
LL BE PLACED IN THE BOTTOM OF THE:
APPROXIMATELY iEE' TO PROVIDE DRAINAGE. THE POSTS
FIELDSHALL BE CUT TO LENGTH, PLACED IN THE HOLEr WITH
ADEQUATELY t MATERIAL EXCAVATED FROM THE HOLE
PROVIDE
THOSEt r ALONG THE LEFT EDGE Y ROADWAYS,
BE PROVIDED WITH TYPE " YELLOW REFLECTIVE SHEETING.
REFLECTORS SHALL NOT BE aY Y Olr THE APPROACH
END OF 94UGY ABSORBING
EVERY OTHER REFLECTOR REWRSEDCONTRACTOR
WMAY FURNISH TWCUED' O YF ONE-SIDED ROR
,flANGLE OF BEND TO. W Y D REFLECTORS.
REDUCEDWHEN SPECIFIED ELSEWHERE IN THE CONTRACT T14E 2-FOOT MNMLN TO HINGE PONT,
MAY BE OR ELIMINATED WHERE EXISTING CONDITIONSNOT
PERMIT THE DESIRABLE EARTHWOM
20 GAGE STEEL
t0.135' NOMNAL,THICKNESSI
PLAN VIEW
Y -r
FRONTCONNECTOR
i t i t
! a t r
i
SYMMETRICAL
ABOUT rt
GAGE
e '
WA,
SECTION THRU W BEAM
TYPE 2 ANCHORAGE
AT EXT END ON
3'-0" MN.—
SIDEROAD OR DRIVEWAY DIVIDED HIGHWAYS 6•_3• OBSTACLE
i-+
i
I
SHOULDER
ANCHORAGE AS SPECIFIEf7 ANCHORAGE AS SPECIFIED
IN CONTRACT PLANS *TANGENT M CONTRACT PLANS
EDGE OF TRAVELED WAY —.—TRAFFIC
�,...'" LINE .."., �.
~~-'- BEAM GUARD AT OBSTACLES
EDGE OF SHOULDER-..�'� EXIT END - ONE WAY TRAFFIC
WIDEN MAINLINE SHOULDER AND *THE TANGENT LINE IS AN EXTENSION
BLEND WITH SMEROAD OR DRIVEWAY, OF THE ALIGNMENT OF THE ADJACENT
(MAINTAIN NORMAL. SLOPE) SEC71ONS OF BEAM GUARD
•
BEAM GUARD LOCATMS AND LENGTHS ARE SHOWN ELSEWHERE IN THE PLAN.
1 STEEL THU BEAM STRUCTURE APPROACH dSTBSAL
FOR TRAFFIC APPROACH SIDE OF BRIDGES/OBSTACLES. TYPE 2 ANCHORAGE
SHALL BE USED ONLY AT THE DOWNSTREAM ENDS OF BEAM GUARD LOCATED
ALONG ROADWAYS WITH ONE WAY TRAFFIC,
VARIABLE VARIABLE Q
EMI
TO 4'-G' TREATMENT
TREATMENT OBSTACLE
GUARDBEAM AT i TWO WAY TRAFFIC
TO r TO
POST SPACING 6`3" C—C
�4'-6' OR MORE _.
(�} TREATMENT {��qu,}� OBSTACLE
"'33'—I "STBSA VARIABLE--..Jj QENO SHOULDER
V� TREATMENT
EDGE OF TRAVELED WAY -+--TRAFFIC
START s:sTAPER BEAM GUARD AT OSBSTACLES - TWO WAY TRAFFIC
SHOULDER (RAL TO OBSTACLE CLEARANCE 4'—S` OR MORE)
EDGE OF TRAVELED WAY---� —TRAFFIC
J'!
4 ? r
f
NOTE
No
OTY.
DESCRF'TKDN
(D
WOW BREAKAWAY TERMINAL POST:
2
4
STEEL TUBE. TS r X 6' X OMR`, 4'-6- LONG
3
4
SM. PLATE: 2'-0" X r-6" X
4
4
WOW BREAKAWAY CRT POST: 6" X r X G'-OW
5
6
WOW OFFSET BLOCKS. V X r X r-2'
6
1
PIPE SLEEVE: r X 5 YZ' STANDARD PIPE
Q
i
REARM PLATE
e
I
BCT GABLE ASSEMBLY
9
I
CABLE ANCHOR BOX
10
1
STRUT a YOKE
O
I
STEEL PLATE BEAN. ENO PANEL
2 GA. CV-Ve LONG FOR SKT-35O A ET-2OW
@
3
STEEL. PLATE BEAM! 12 GA.Li-6/{
@
!
ET-2000 GUARDRAIL EXTRUDER OR SKT-350
rA ACT HEAD: AS BY NANLIFACTURER
I4
1
REFLECTIVE 16" X `$'
t
SLOPE
e, {
"*•`JT
SLOPE LIMITS C OR FLATTER DESIRABLE
'� SLOPE LIMITS 3:10R FLATTER MJMMJW
4:17APER-:? °..
VARIAELE SLOE
(VAR.)Z-Ir TO T-V
_
3
€L TERAMM. J: i
POST MIS POST we
m
PLAN
STEEL PLATE BEAN CUARD.ENERGY ABSORBING TERMINAL
Al TAPER
A
®SLOPE 4:1NA).
----------,-_..
m
----'
4k-(r NG
TO HINGE
POW
- - - - - - ._'
m�-
--- SYSTEM LENGTH = SOLYO REFtECTOW
ROOD BREAKAWAY CRT POSTS POSTS IN STEEL. TUBES --
-6`^3• 3• 6`-S 5'-3' 6•_3• 6`-3" 6'-3" ® -2004 GUARDRAIL EXTRUDER
T ( O OR SKY-35G M'ACT HEAD
F-CABLE ANCHOR BOX �
00 NOT ATTACH
-BEAN TO POST
NO43.5e T ON
ET-2000 ONLY
8 -%. i_ X I Ile
WOW OFFSET BLOCK
T
r
BUTTON HEAD BOLT
BUTTON F€AO BOLT
%' P X r-6" AND __
3`i• • x low
RECESS NIT WITH
y
WASHER
WROUND OOD BREAKAWAY
(1
_
tRK1ER PAfi
TERMNAL POST EDGE O' S79IXA.DER
OFF
(,y
(D9000 (
2'-0" OFFSET TO
-BREAKAWAY SLOPE 1(PS _J to
SHOLLOER FACE OF RAL
4
CRT PO$T DR HATTER
R"CE POINT
(�
FCAGE PO
SLOE 10:1
_
OR FLATTER
1
If
SM_ RATE
3 /s" MOLES
0 0
@
STEAL TUBE
2
OTEA.
TRANWM TO
T
TIRE
4RANSWn
®09
QSOL
PLATE
M
REFLECTIVE SHEETINS
MEE GENERAL NOTES A DETAIL)
I
POW BREAKAWAY
'ERMINAL POST SHOULDER
""a
SLOPE I09 F'T
Oft PUTTER SLOE 4g
J OR FLATTER
/ OR FLATTER
SECTION C-C SECTION B-B NORMAL
TYPICAL AT POST NOS. 5-8 INC. TYPICAL AT POST N0. 2 SECTION A -A
IADD WOW OFFSET BLOCK AT POST 3 a Ta TYPICAL AT POST NO. 1
_a
POST ND.I
i..'_ 1. 1.
FLATTERNOTE
SLOPE WAY BE USED FOR INSTALLATION ON
le
ETO HINGE )25TING Hl"AYS.
a P � L �I REDUCED OR la I EP ERECONDITIONS WILL NOT PERMIT THE DESIRABLE
EARTHWORK. �I
THE Sq TAPER WAY BE REDUCED TO 4:L
s
Y t Y
S.D.D. 14 B 24-2® _
%- STI
PLATE.
m
I A
i
%%®^ A HOLE—. �"�---- r-4/2'
lo+ tl
rl n
L ll
SECTION A -A A PLAN VIEW
STEEL BEARING PLATE (SKT-350) CABLE ANCHOR BOX (ET-2000) 2+_0
.�
j
t 2 V®' X 2 "/a' X 14 CA, TU9rttG }�a° 6' X 3' X ki Gb ROLLED SECTiON�
P R CTYPJ 1 E
,. HOLES
i 1 Y j 1
I Y 1 m f
5^-B tfe• i Ip[
STRUT DETAIL (SKT-350) o
STRUT DETAIL (ET-2000)
m FRONT VIEW
a
Lw
IMMK4
+®"
@` STEEL PLATE
%o STEEL PLATE
Eli.
i 4"
t/e" STEEL. PLATE
(POSTSSTEEL T,�BE
i
THE STEEL TUBE SHALL r:
. •Y
T
L4J
ME
. Rv
3 Ye
�a,lydlrliaurr5t 8.�.h rN n .Ii 1N1B.la 'f :nf: Ir ar.>.
a ,.��� . r • . r • i��l �i i
STEEL PLATE BEAM GUARD, ENERGY ABSORBING TERMINAL SHALL BE PAID
FOR AT THE CONTRACT 6RbT PRICE EACH, WHICH SHALL INCLUDE HARDWARE.
STEEL PLATE BEAM GUARD, POSTS, REFLECTIVE SHEETING AND INSTALLATION
AS SHOWN.
r• r
] ,;.., r as a....y •x..
• .. W.. . IEEE. :,._ i..
a a• . •
WHEN ROCK IS ENCOUNTERED DURING EXCAVATION.A 2 INCH DIA.POST ROLE
EKTENDNG 20 INCHES DEEP NTO THE ROCK MAY E USED IF APPROVED BY
THE ':aa' MATERIAL: :• yD I OM OF THE
HOLE •RY I •a. lay' TO PROVIDE DRANI THE SOIL TUBES
SHALL BE FIELD CUT TO LENGTH. PLACED IN THE HOLE AND BACKTILLED WITH
ADEOUATELY COMPACTED MATERIAL EXCAVATED FROM THE HOLF-
S.D.D.14 B 24-2c�I
0
1 I
Pp <
I 1
it
I
PLAN VIEW
DIVIDED HIGHWPJ
--WJAPRON
DETAIL.. A
(TYPICAL)
MARKER POSTFLEXIBLE
PLAN VIEW
DETAIL A UNDIVIDED HIGHWAY
(TYPICAL?
I MARKER POST« FLE:GELE
DIRECTION OF TRAFRC FLOW
FLEXIBLE MARKER POST LOCATION
- FLEXIBLE MARKER POST
2" WIL- 4' MAX. DIAMETER OR WIDTH
7
FRONT VIEW SIDE VIEW
IB" METAL ANCHOR SHALL 4,+ C CURVED MARKER
/® BE I STALLED FLUSH
/ IFlTN THE GROUND SURFACE f
SECTIONCROSS
-LEXIBLE MARKER POST
GENERAL NOTES
II I II I
�.
IC 16 P6
(P IC iP
tW (C (6
MARKER POST.
FLEXIBLE
CONCRETE MASONRY APRON
' _ tZ ,�.1
CONCRETE MASONRY END WALLS FOR
CULVERT PIPE AND PIPE ARCH
2' NIN. - 4" MAX.
" CHANNEL
\\ NUT PLASTIC
4", WASHER
48 "
LAT
► ti..j
WASHER BOLT
A A u
APRON E DWALL 0
SECTION A -A
FRONT VIEW SIDE VIEW
ROUND MARKER
FLEXIBLE MARKER POST ANCHORS
ALTERNATE 1 ALTERNATE 2
FLEXIBLE MARKER POST
I
[f7
a
SYMBOLS
ED
WORK AREA
FLAGGER, EOU'PED WITH STOP/SLOW
PADDLE FASTENED ON SUPPORT STAFF
L
SIGN ON PORTABLE OR
1
PERMANENT SUPPORT
VARIABLE DISTANCE
i
--500'(TYPICAL?-- 500'(TYPICAL) . S0T;MX�-- 200°T0 300°(TYPICAL)
11
ROAD � �A}E *'��W20-70
I RDAIi
MEAD MEAD
WZ0-4
-
Q
(l FOR A MOVING WORK OPERATION,
SIGNING FOR BOTH DIRECTIONS SHALL BE REESTABLISHED
CAS SO4LTANEOUSLY AS PRACTICALIAT APPROXIMATELY
3500 FOOT INTERVALS IN THE MOVING WORK OPERATION
OR AS DIRECTED BY THE ENGINEER.
Q SIGN NOT RESORTED IF FLAGGING OPERATION OCCURS WITHIN
A SIRED ROAD WORK ZONE AREA.
USE OF THE "BE PREPARED TO STOP" SIGN IS OPTIONAL, WHEN USED, THIS SIGN SHALL
*lb
BE LOCATED BETWEEN THE W20-7o AHD W20-4 SIGNS. A 500' TYPICAL SPACING SHALL BE
PROVIDED BETWEEN THE SIGNS.
W2
0
CYE LAlE RDAD
AdAD � M(
AfEdli
W20-7d W20-4 \ W20-1
200' TO 300'(TYPICAL)-N, --500'W500'(TYPICALI- 500'(TYPICALI—
III
DETAILS OF TRAFFIC CONTROL, DEVICES AM INSTALLATION NOT SHOWN ON THIS
DRAWING SHALL CONFORM TO THE PERTINENT REOUREMENTS 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 FLACCERSISHALL 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 OUEUE..
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/GR THE�SPECIAL PROVISIONS
OR AS DIRECTED BY THE ENGINEER,
FLAGCERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT
COMMUNICATION AT ALL TIMES. THEY SHALL BE EOUIPPED WITH
STOPISLOW PADDLES FASTENED ON SUPPORT STAFFS. WHEN THE
FLAGGING OPERATION IS NOT IN EFFECT, THE 'FLAGCER AHEAD'„
THE 'ROAD WORK AHEAD" AND THE ONE LANE ROAD AHEAD'
SIGNS SHALL BE COVERED OR REMOVED AND THE MGNWAY RESTORED
TO NORMAL OPERATION..
ALL SIGNS ARE 48- X 48' UNLESS OTHERWISE NOTED.
VARIABLE DISTANCE
i
SHOULDER ,— EDGE OF TRAFFIC LANE 6 I SHOULDER - EDGE OF TRAFFIC LANE
EDGE LINE MARKING CWNITE)
EDGE LINE MARKING
CENTER LIE
=—L(YE'LLOW)
50'
LANE LIME NOTE: ALWAYS LEFT OF CENTER LINE
MARKING CWMTE) ® THE DIRECTION OF TRAFFIC
NO PASSING MARKING
ENT>M- -____________________.--- __ ____ _____________G�TER LtNE______._____________®______________.
6` _
NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC
SHOULDER
SHOULDER
EDGE LINE MARKING (WHITE)--\, I I EDGE LIKE MARKING (WHITE)
EDGE OF TRAFFIC LANE 6 I SHOULDER
SAVIviril
EDGE OF TRAFFIC LANE
CENTER LINE
MARKING (YELLOW)
SO q
q"
NO•P0.SSING MARKING
CENTER LINE (YELLOW) ®__.
� Duo
6°
SHOULDER
EDGE OF TRAFFIC LANE
SHOULDER
EDGE OF TRAFFIC tANE
OF TRAFFIC LANE
m
LANE LINE NOTE: ALWAYS LEFT OF CENTER LINE
MARKING (WHITE) IN THE DIRECTION OF TRAFFIC.
CFNTFR I MK'Im= I 1�1'
NOTE: ALL DIAENSIONS SAME AS TWO WAY TRAFFIC
• WAY TRAFFIC ONE WAY TRAFFIC
TEMPORARY(INTERMEDIATE) PAVEMENT MARKING
(SHOWS 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.
Q HALF CYCLE LENGTHS (25't)WITH TMNNMUM STRIPE LENGTHS SHALL BE PROVIDED ON
ROADWAYS INCLUDING TEMPORARY TRAVELED WAYS)WITH REVERSE CURVATURE, CURVATURE
OF OVER 5 DEGREES OR WHEN DIRECTED BY THE ENGINEER TO MARK UNUSUAL ALIGNMENT
OF THE TRAVELED WAY,
NO PASSING ZONE TEMPORARY PAVEMENT MARKING IS REOUIRED 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 ("—`v^'I SHOWS DIRECTION OF TRAVEL
L---
t 50'
EDGE LINE MARKING
THRGUGH MGHWAY _ _ _ _ _ _ _ _—
�RW1aoP,
.' `^' EDGE LINE MARKING EXTENDED
WHERE 'W'IS LESS THAN K
i
END MARKING WHERE CORNER RADIUS BEGINS I /
`19 11 orkillVe 00 011 wil I Is, IN I I`
IX!
KA
EDGE LINE MARKM --�"
.4L — I — — I — -- — — I
_ _ _ _ _ _ -
�
(DEDGE. LINE MARKING EXTENDED —.
WHERE 'W" IS LESS THAN SO'
END MARKING WHERE CURB BEGINS
MINOR INTERSECTION WITH CURBS
(TYPICAL MARKING)
NOTES
EDGE LINES SHALL. BE OMITTED THROUGH INTERSECTIONS. EDGE LIES SHALL BE CONTINUED
THROUGH DRIVEWAYS.
�t WHEN DISTANCE "A' is LESS THAN 250 FEET, OMIT LANE LINE.
WHEN DISTANCE "B' IS LESS THAN 100 FEET. CWT CHANNELIZING LANE LIE.
�3 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.
(D LOCATE THE EDGE LINE ALONG THE TAPER WHERE 'W IS IV OR MORE.
(S THE EDGE LINE IN THE TAPER AREAS OF THE BYPASS LANE AM THE BYPASS
LANE SHALL. BE LOCATED I -FOOT FROM EDGE OF PAVEMENT TO THE OUTSIDE
EDGE OF EDGE LINE..
MARKING AT P.C.
OR END OF CURB d GUT
NGHT TURN CANE
CHANNEL(ZING
LANE LINE
8' (WHITE)
LAIC LINE I " EDGE LME`v.:f
4(WHITE)
r® 'A' v�
MAJOR INTERSECTIONS
(INTERSECTION WITH FULL RIGHT TURN LANE OR BYPASS LANES)
CURBSMINOR INTERSECTION WITH
@(FOR SPECIAL CONDITIONSi PRO
m
EDGE LINE
MARKING
C+Tf}�W77
CENTER LINE
MARKING (YE.
CENTER LINE
MARKING (YELLOWIanmm
i
R4-51
X IN WHOLE MILES,
NORMALLY NOT
EXCEEDING 3 MILES
R4-5f R4_3
V EDGE LINE MARKING (WHITE)
® cz} LANE LINE MARKING (WHITE) EDGE LINE MARKING (WHITE)
R3-72
I�;y
el V
MA
ffl
— 600' TAPER ---
IF PAYED TAPER IS LESS
THAN 600'. INSTALL 600'
TAPERED EDGELINE
EDGE LINE MARKING (WHITE)
R3.72
LANE LINE MARKNO (WHITE)
EDGE LINE MARKING (WHITE)
250'+4+-250'-ma4
F
NO -PASSING
—p-/y- 11/q MILES TYPICAL
600' TAPER
MARKING,
IF NOT ALREADY
f
ZONED (YELLOW)
PASSING
$LOWER
LANE
TRAFFIC
'
AHEAD
KEEP
1,1 VILE
RIGHT
R4-51
R4-3
RIGHT
LANE
W4-2R
NOTES
Qt SIGN R3-72 SHALL BE REPEATED AT Vi MILE INCREMENTS WHERE THE ADDED
LANE IS. LONGER THAN ly KILE. tNOT NECESSARY IF MARKED NO-PASSNG)
THERE MAY BE SOLID YELLOW ON THE CENTERLINE DUE TO SIGHT CONDITIONS.
ARROW SYMBOL ( => )SHOWS DIRECTION OF TRAVEL
NOTE
ARROW SYMBOL}
SHOWS DIRECTION OF TRAVEL
ARROW, TYPE 2 (WHITE)--
CHANNEUZNG LANE LINE
8—INCH (WHITE)
*VARIABLE. 32' MIN.
A" = "B" (TYPICAL)
CHANNELIZ&NG LANE LINE
8_fNCH (WHITE)
C!S
4
9
0
OD
I
W14TE LETTERS ARROW, TYPE 2 (WHITE)
e , PC
STOP LINE. (WHITE)
VARIABLE WIDTH Z'-24^,
(18" TYPJ AS SPECIFIED
IN BID ITEM
(TYPICAL) '(D
FROM STOPLINE OR
,? PC OF RAOUS
LEFT TURN LANE
RENGTH 108' TO 16r)
-.z—ARROW rvFE z (WHITE)
CHANNELIZING LANE LINE
8—UCH 0"TE)
ARROW, TYPE 2 6WHITE)
WHITE LETTERS PC ((A,,''��
STOP LINE, fWHITE)
VARIABLE WIDTH 12"-24%
r® fIT P S SPECIFIED
IN BEM
20'-0" RYPICAL) ` 81-0` VAR, 8-6-` 20'-0" (TYPICAL) ➢ �. :)
32'MIN. FROM STOFLINE OR
PC OF RADIUS
LEFT TURN LANE
(LENGTH TINDER 1081
E ■`���■ 5
EM �.L7hi'.'ISSs
^ EDGE LINE (YELLOW)
LANE LINE `{
_, EDGE LINE (WHITE)
NOTES;
STOP BAR IS REQUIRED ONLY WHEN SPECIFIED IN THE CONTRACT.
l_l DISTANCE MAY BE ADJUSTED TO ACCOMODATE SHORT LEFT TURN LANES.
AS APPROVED BY THE ENGINEER.
3 A SET OF ARROWS IS REQUIRED EVERY 400'OA NEAR INTERSECTIONS
OR DRIVEWAYS WITH TURNING TRAFFIC,
ARROW, TYPE 2 (WHITE)
WHITE LETTERS ---,, `-\ WHITE LETTERS—x ARROW, TYPE 2 (WHITE)�
8'-0" ' VAR. 8'-0" ' 3:
32' MIN.
LEFT TURN LANE
(LENGTH OVER 16rI
0'-0" (� TYPICAL) 2
'.OM STOPLNE OR
PC OF RADUS
Si OP LINE. (WHITE)
VARIABLE WIDTH 0-24",
(18" TYP.) AS SPECIFIED
IN BID ITEM
PAVEMI
(TO 5'1
x CROSSWALK 5` MIN,--
So
(WHITE)
A MIN. 7 STOP LINE M REQUIRED ONLY
TWHEN SPECIFIED IN THE CONTRACT
STOP LINE (WHITE)
VARIABLE WIDTH
I2"-24° (I8" TYPJ
AS SPECIFIED IN
Bib ITEM
STOP LINE AND CROSSWALK
TRAFFIC LANE 5
PAVEMENT MARKING, CURB, (YELLOW)
(TO 5' BEYOND P.C.)
TRAFFIC LANE
MEDIAN CURB
BULLET NOSE ISLAND
MARKING, ISLAND NOSE,
'0 P.C.)
I
LARGE ISLAND
tGREATER THAN 50' PERIMETER OR ANY SIDE
GREATER THAN 25'BETWEEN CURVES)
I
NOTE:
ARROW SYMBOL
SHOWS DIRECTION OF TRAVEL
DO NOT EXTFNO RFYANI
I
SMALL ISLAND
(LESS THAN SO' PERIMETER OR ANY SIDE.
LESS THAN 2S' BETWEEN CURVESI
MARKING, (YELLOW)
I
3i
FILE NAME : DO WOSY tm .ZLN
HWY: S.T.N. 128
CUT
FILL
0.0
0.0
9.7
130.6
15.3
321.2
14.2
467.6
0.0
0.0
424.8
99.0
321.1
68.3
17.0
175.6
25.3
72.8
96.8
56.5
96.5
75.1
0.0
0.0
VOLUME
(CU. YD.D
CUM VOLUME
(CU. YD.)
CUT
FILL
CUT
FILL
MASS HAUL
0
0
0
0
0
1
10
1
10
-9
44
803
45
813
-768
12
321
57
1134
-107T
20
675
T8
1810
-1732
551
128
628
1938
-1310
414
93
1043
2031
-988
420
303
1462
2334
-871
26
152
1488
2486
-99T
226
240
1714
2725
-1011
61
41
1775
2766
-991.
148
115
1923
2882
-958
END AREA
(SO. FT.)
VOLUME
(CU. YD.i
CUM VOLUME
(CU. YD.)
CUT
FILL
CUT
FILL
CUT
FILL
MASS HAUL
50.9
8.1
0
0
0
0
0
22.5
56.8
68
60
68
60
8
14.3
305.7
57
557
125
617
-493
13.7
312.4
9
195
133
812
-678
171..3
521.3
161
726
294
1537
-1243
0.0
0.0
168
512
463
2049
-1586
COUNTY: ST. CROIX
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