HomeMy WebLinkAboutD 1992.pdfNOES
OF
SHEETS
N'
T,fle
SheeT
No.
Z-
TypiCal SeCtighS WO DetojjS
ShPet
Na.
z
Estimote Of Oumtlties
sc
Sheet
No.
!A Yt.
Miscellaneous Quantities
Sheet
No.
Right of Way Plot
Sheet
No
5-5,Zj
Pion and Profile
Sheet
No,
6 c-1
Standard Defoll DrImings
Sheet
Na.
S'go Plates
Sheet
NO.
STIucture Plans
Sheet
No.
3C
Coep.ter Earth.o,k Data
Sheet
No.
1-9.6
Cross Sections
TOTAL
SHEETS
= 67
A.D.T.
09931 - -----
AX.T,
2001 - -----
D.H.v,
�200 -
D.
SEALS
- -----
004INTY LONE
CORPORATE UNITS
PROPERTY LIKE
LOT LNE
LAPTED HIGHWAY EASEMENT
EXZSTNG EIGHT OF WAY
NEW RICRT OF WAY
REFERENCE LINE
SLOPE NTERCEPT
ORICNAL GROUND
MARSH OR ROCK NPOHkE
CULVERT N PLACE
CULVERT RECURRED
CtXVERT REOURED fProfploF
COMaUSTME FLUIDS
QMFR PRESSURE)
LIMoERGROUND UTLITIES
GAS
ELECTRIC
TELEPHONE
SERVICE PEDESTAL
CAME MARKER
POWER ROSE
TELEPHONE POLE
RAILROADS
MARSH
WOODED AREA
Rhon-CF-WAY MARKERS
STATE PROJECT
37ATE OF MISCOH89H
8999-00-29
DIEPANGTHIENET (OF 11DRANSFORT'AIDECH
HUDSON - EAU CLAIRE ROAD
(WISCONSIN TRAVEL INFORMATION CENTER)
SW QUADRANT, 1-94 & CARMICHAEL INTERSECTION
ST CROIX COUNTY
441,
®E
T
TRIO
0
11 wmaxlmsjal�
•
LAYOUT
SCALE 0 IML
I-j T14E COORDINATES SHOWN ON
THIS PLAN ARE REFERENCED
—1111111111111301111111110— TO THE WISCONSIN COORDINATE
SYSTEM,CENTRAL ZONE.
TOTAL NET LENGTH OF CENTERLM - 0.00 M4
FEDERAL PROJECT
PROJECT I CONTRACT
ORIGINAL PLANS PREPARED BY
AMS
ASSOCIATES
DATE —✓— — 6p
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
PREPARED BY
Dastgxr —AT
APPROTHED FOR DISTRICT OFFICE
APPROYED FOR CENTRAL OPFTCE TRAFr
APPROVED FOR CENTS ' Me MgTct OESt"O?
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NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE APPROVAL OF
THE ENGINEER.
THE LOCATION OF EXISTING AND PROPOSED UTILITY INSTALLATIONS
AS SHOWN ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER
UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT
SHOWN.
WHEN THE QUANTITY OF THE ITEM OF BASE OR SURFACE COURSE IS
MEASURED FOR PAYMENT BY THE TON. THE DEPTH OR THICKNESS
OF THE, COURSESHOWN ON THE PLANS IS APPROXIMATE AND THE
ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE
MATERIAL. AS DIRECTED BY THE ENGINEER..
SHRINKAGE OF EARTHWORK. IS VARIABLE. AN AVERAGE FACTOR FOR
UNCLASSIFIED IS 30%"
ALL. BEARINGS ARE GRID BEARINGS TO THE NEAREST SECOND"
ALL DISTANCES ARE GROUND DISTANCES.
SILT FENCE FOR EROSION CONTROL WILL BE REQUIRED TO CONTROL
EMBANKMENT MATERIALS THAT ARE COMPRISED PRIMARILY OF SANDY SOILS.
4" TOPSOIL
EARTH BACKFi
...- _..02N
POINT REFERRED TO ON PROFILE—�
POINT REFERRED TO ON CROSS SECTION
4
v
61' I
0
I
L5'4 E SOILr7a�_
aF J f,i
'---_.— 3'" ASPHALTIC CONCRETE PAVEMENt. TYPE MY
9" CRUSHED AGGREGATE BASE COURSE
STANDARD DETAIL. DRAWINGS -®•—J-
GENERAL NOTES & TYPICAL SECIUW
8A5-8b INLET COVERS FOR
SA5-8c MANHOLE COVERS
8B6-3 MANHOLES" TYPE Y HUQSON TU.C. ®ram®�mST CROIX
8CI-4 INLETS, TYPE 1> 2. & 3
SC5-1 INLETS, TYPES S. 9. 10, AND 11
8D1-11 CURB RAMPS UTILITIES
8D4-3 CONCRETE SURFACE DRAINS AND ASPHALTIC FLUMES
8D5-8 CONCRETE CURB. CONCRETE CURB & GUTTER AND PAVEMENT TIES
BE7w1 EROSION MAT CITY OF HHUUDSON
BES-3 SILT FENCE 505 3RD ST.
BF1-10c APRON ENDWALSS FOR CULVERT PIPE HUDSON, WI 54016
15B4-3 SCREEN FENCE FOR JUNKYARD DIRECTOR OF PUBLIC WORKS
15C2-2 BARRICADES AND TRAFFIC CONTROL FOR ROAD CLOSURES HENRY PAULSON
15Cjy1 PAVEMENT MARKING SYMBOLS (7151 386-4767
IS,a PAVEMENT' MARKING MAINLINE AND INTERSECTIONS CITY PLANNER
DENNY DARNOLO
(7151 386-3385-FAX
NORTHERN STATES POWER
ATTN: JERRY LARSON
1201 LIVINGSTONE ROAD
BOX 188
HUDSON, Wl 5401.E
t7151 386-2314
WISCONSIN BELL
ENGINEERING DEPT".
ATTN: VERN SCHULTZ
304 SOUTH DEWEY STREET
EAU CL.AIRE. WI 54701.
tT15) 839-581.9
DIGGERS HOTLINE 1-800-242-8511.
SEED OR SOD. FERTILIZE & MULCH (TYPICAL)
F
BOUNCING _-
30^ CC}dC C'..RB & GUTTER.
TYPE REJECT R
4 BACKFILL
3"' ASPHALTIC CONCRETE PAVEMENT. TYPE MV
9" CRUSHED AGGREGATE BASE COURSE
STA10 ' �I0 O uT�A � �� ilk ,
TOPSOIL
ITYPICAL) 4
02Z
�NQRV I
POINT REFERRED TO ON PROFILE
4' TOPSOIL 3' ASPHALTIC CONCRETE PAVEMENT, TYPE
ROUNDING --- 9' CRUSHED AGGREGATE BASE COU
TRAVEL INFORMATON CENTER
STA. 12'R'-42 TO STA. 18'R'+00
STA. 22'R'-60 TO STA, 25'R'-80
A STA. 25'R'-80 TO STA. 27'R'-50
EXISTING BASE COURSE TO REMAIN
4
4-1
k"Oma 1
IZU��
_4" TOPSOIL—)
GENT REFERRED TO
ON CROSS SECTION
OVA STA 30'L"09 [_
10:1 —VARIABLE CROSS SLOPE 10-1 4" TOPSOIL
STA. 30'L'-92 .02/, SEED OR SOD. FFRTILIZE
4" TOPSOIL-- & WJLCH (TYPICAL)
2
EAf:TH �SACKF17_ 2' EARTH BACKFI
ROUNDING 3D' CONC. CURB & GUTTER 30' CONC. CURB A GUTTER
W
D.
TYPE -D- 3* ASPIK�kTICCOKCRRETE PAVEMENT, TYPE MV fYPE D.
�.:A��' TYPE
9" CRUSHED AGGREGATE BASE COURSE ROUNDI
TYPICAL ONE -LANE RAMP SECTION
TRAVEL INFORMATON CENTER
STA. 30'L'-12 TO STA. 31'L'-20
L.3" ASPHALTIC CONC. PAWT.. TYPE WV
EXISTING 9' CONCRETE PAVEMENT (TO REMAIN)
EXISTING 6' CRUSHED AGGREGATE BASE COURSE (TO REMAM
TYPICAL SECTION
RV PARKING LOT, SHOULDER
STA. 27'R'-60 TO STA. 30'L'-12
TOPSOIL. FERTILIZE I SOD
3" ASPHALTIC CONC. PAV'T.„ TYPE MY
EXISTING 9' NON REINF. CONCRETE PAVEMENT (TO REMAIN}
EXISTING 6" CRUSHED AGGREGATE BASE COURSE (TO REMAIN)
TYPICAL SECTION
AUTO PARKING AREA. SHOULDER
STA. 18'R'-00 TO STA. 22'R'-60
v
E
SWEET NO.
-j�YA,, ROjftT USER
8999-00-29 z-
MISCELLANEOUS DETAILS
FOR
VAR. ST CROIX COUNTY
If'30- REVERSE SLOPE CURB HUDSON T.I.C.
& GUTTER TYPE 'D" 4' SOB IS TOPSOIL.
3-ASPHALTIC CONC. ----;E
- - - - - - - PAWT., TYPE MV
140R. 5,
rDESIRARI
DETAIL FOR SPECIAL DITCH CRUSHED AGG BASE COURSE
SEE CROSS SECTIONS FOR LOCATIONS SOD OR EROSION MAT DETAIL FOR DITCHES
z
DETAIL FOR REVERSE SLOPE GUTTER
STA. 10-30 -W` TO U.90 LT. A RT, MEDIAN
QPFLA�GPOLE HEIGHT = 35'
z IMLL DW - V
C9 7 TAPER CURB
FLASH COLLAR
GRAM UW
TYPIC
!AT r
COTE . . . . . .
WOAD SUEEVE
FACK0 DRY S"
DETAIL OF CURB & GUTTER TERMINI
-.7. 7 STEn PLATE SOD AT INLETS
STEEL L01THIN5
GROOKI SPIKE •
cr OEPTm
CALUMINUMI
DETAIL FOR FLAG POLES & BASES
SEE PLAZA AREAS FOR LOCATIONS
70 U DETE-UNED By
ENGPEER N FVLD.
%
I I FOOT SOD AT PIPE END
DETAIL FOR PAVEMENT MARKING, HANDICAP SYMBOL, EPDXY
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'106
SURVEY NAL IN
N 423,637,03
EX, a PATT. JONT
E L294,07? 3,?
M. R,R,SPRE IN
PANT. "T
IV, WEST'K—
IN
EDGE MJHL FM 7C P.K. IN LIGHT POLE
op,
p,
P pp'
27
o"p".00
Y = 423,713.74
s
X = L293.332M
22,T,
P.L STA. 85"C"+2436
Y = 423j2L2T
X = L294,41432
DELTA = 12'23*07'
D = 2*24'00"
R = 238733'
T = 259.04'
L = 516.06'
P.C. STA. 82'C'-65.33
Y = 423,223.89
X = 4294,176.48
P.T. STA. 87'C'+BL38
Y = 423.072.05
X = 1.294.668,64
BK = S 66*39'40' E
AH z S 79*02'47" E
CURVE 5
P.I. STA. 25*R'-BL17
Y = 423,650.26
X = L293,795X4
DELTA = 133'22'42*'
D 49'49'2r'
R = 85.00'
T 266.89'
L = 2673T
P.C. STA. 23'IE-14,28
Y = 423.651,96
X = L294,0602
P. T. STA. 25'R'+BL99
Y = 423,457.45
X 4293,979.58
BK = S 69,38,00" w
AH 5 43'44'42" E
P1 STA. ITW+30.31
Y = 423,272.57
X = L294,414.93
DELTA = 45000'00"
D 45*39'14"
R = 725.50'
T = 5L98*
L = 98.57'
P.C, STA. 1OW'+7833
Y = 423,22120
X = L294.398.64
P.T. STA. lrM'+76U90
Y = 423,295.95
X z L294,4606
BK = N 18'5'50' E
AN = N 63*15'50', E
44074�.
P.I. STA. 27'R'+64.63
Y e 423,325.50
X = L294,105M
DELTA z 3?43'2t'
0 = 160081061*
R = 355.10'
T = 100.89'
L = 196,6r
P.C. STA. 26'R'-63.74
Y 423,398.39
X = L294,036.10
P.C.C. STA. 28'R'-60.35
Y 423,300.19
X r L294,203.53
BK = S 43144'42** E
AH = S 75*28'03" E
IWFMB
Alls�1
MIAWMKMMA�
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N 423,645.02 'BERMSTEW SURVEY NAIL
E L294,539.62
�P.SACK or
SIDEWALK 0 P.C.
P.K. W NW FACE P.K. IN N FACE
LIGHT POLE LIGHT POLE
wlg£
R.I. STA. 29'L'+45.92
Y = 423,385.19
X = L294,M97
DELTA - 13'49'56"
D = 08007'16"
R = 705.5r
T 85.58'
L 170.32'
P.C. STA.
+110.35
Y = 4237
X z L294,23LI3
P.R.C. STA. 30'L'+30.67
Y = 423,384.15
X = 4294,399.54
BK = S 75'28'03" E
AH z S 89"17'59" E
q;
1AR`
5
1-��—Zcu 7p,
X�K
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Y = 423,383.T3
X = �294,433.56
DELTA = 62*33'49"
D =
R = 56X0'
L = 6LDE
U-C-494U- 41.
m
wam
P.K. IN LIGHT POLE
-BERNSTEW SURVEY NAIL
$4.33"
DEBAR
M.T
P.K. IN LIGHT POLE*
m
CURVE 8
301L.
CURVE 6 CURVE 9
A.M
CURVE 7
30'R'
A
m
04'C'-76X4
Y = 423,148.82
X = 4294,374.09
m
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CURVE 2
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CURVE I
Y 423,279
X L294,48
CURVE A
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CLEARING AND GRUBBING
STA.-STA. LOCATION
20'R'-75 83' LT
29'L'•64 44' LT
30'L'00 69" LT
14'R'•50 - 17'R'•00 LT. A RT,
TOTALS
j' SPA, -ORAL
o _-
CLEARING GRUBBING
Y1:0�0... t1
:.0:.1.-
6 6
3
b 6
38 lb
55 55
s
10'M'•7O - 30`R'•35 LT. AND RT, 8.050 EXISTING T.I.C.
PARKING LOTS A HAWS
12'R'•00 - 16'R'•50 RT, 5.150 EXISTING WEIGH SCALE
PAWNING LOTS A RAMPS
TOTALS 13.200
REMOVING ASPHALTIC SURFACE
..........................
STA.-STA. LOCATION
10-W"•12 - 30'R'•35 LT. A RT.
12'R'+00 - 16'R'•5D RT.
° INCLUDES REMOVAL OF TEMPORARY ROADWAY
TOTALS
REMOVING CUB A CUTTER
......................
S.Y'
REMARKS
2100
EXISTING T.I.C.
WXDERS AND ROADWAY
BID *
EXISTING, WEIGH SCALE
—
SHOLLDERS AND ROADWAY
29TO
STA.-STA,
LOCATION
L.F.
REJLQW S
83'C'•73
- 10'M••45
LT.
58
T.I.C. ENTRANCE
10'M'•45
- 85'C'•55
RT,
60
T.Y.C. ENTRANCE
20'R'•15
LT.
8
CU83 RAY'
TOTALS
126
REMOVING CONCRETE SIDEWALK
STA.-STA. LOCATION
1T'R'•00
- I8'R'•25 LT.
P.Y.C.
19'R'=60
LT.
T.%LOLL
20'R'•15
RT,
19'R'•82
- 20'R"•45 LT.
T.I.C.
22"R'•70
- 22'R"•92 LT,
T.Y.C.
30'L-'18
LT.
T.I.C.
15"R'•ID
RT.
WEIGH SCALE
TOTALS
78
EXISTING T.I.C, PAWING LOT
24
T.I,C, BUILDING
6
EXISTING CURB RAW
52
T.I.C. BUILDING
15
EXISTING T.Y.C. PARKING LOT
40
T,I.C, BUILDING
80
WEIGH SCALE BUILDING
295
REMOVING IR.ETS
...............
"
REYOVYNG BUSLD%NG4FSTA, 15'R'00
MISCELLANEOUS QUANTITIES
x..............x.
t•.........va."°
L
TOR
DSON T.I.C.
ST. CROIX CC
STATION
... _...,
LOCAP%ON
LOCATI
EA,
EA,
STATION
LOC41CH L.S.
16"R'.43
35' RT, T.I,C.
I
IS'R*.GO
RT. Y.
24°R'*50
30' RT, T.I.C.
Y
28'R'•80
15'RT, T,I,C.
I
ASPHALTIC CONCRETE PAVEMENT
...................... —..........
TYPE YV
29'R'•9T
I' RT. T.1. C.
I
ASPHALTIC
ASPHALTIC
29'R`•9T
20'RT. T,I.C.
1
PAVEMENT
MATERIAL
STA.-STA. LOCATION
(TON) 6 6%
RENAFM5
29"R".97
25' RT. T.T.C.
1
-----..... _...-..,» ----(TON)
..-..._..
_.., »..,
14'R'•00
55' RT. WELCH SCALE
1
10'M'•13 - 11.'M'•76 RT. 93
5.6
ROADWAY
16'R'43
162' RT, WEIGH SCALE
I
10'Y'•13 - II'Y`•66 L7. 96
5,7
ROADWAY
I1'R'•76 - 12'R'•41 LT, 21
1.3
ROADWAY
I6°R'•91
46' RT. WEIGH SCALE
I
lYR'M1 - 18'R`•00 LT. A RT- 222
1313
ROADWAY
I8'R'°00 - 22'R'x4T RT, 44
2.6
SHDMDER
10'M'•45
54' RT. T,I.C.
I
22'R'+47 - 27'R'•53 LT. A R7.. 209
12,5
ROADWAY
_.
27'R'•53 - 29'R'•50 LT. A RT, 29
1.7
SHOULDERS A PAD
TOTALS
11
29'L'>50 - 30'R'•1O R% 6
0.3
SHOULDER
30°L'•10 - 31'L'•56 RT. A LT. 67
4.0
ROADWAY
REMOVING MANHOLES
.................
TOTALS 787
4T
STATION
LOCATION
EA,.
. _....-_
.-......-
.,..CONCRETE
CUE AND CUTTER. TYPE D
..<.............................
PAVEMENT TIES
11'V'•27
7' RTC. T.Y.C,
3
30-INNH
STA.-STA. LOCATION 4..F.)
REMAWS
EACH
Y4°R"*83
10'RT, P.I.C.
Y
.-"-._
.-"-..
...
14'R'•63
75' RT, WEIGH SCALE
I
18'R'•00 LT, 29
CAR PARKING
@
BUILDING
-�
LOT
TOTALS
3
20'R'•15 LT, 8
CUB REPAIR
2
TOTALS 37
10
REMOVING STORM SEVEN
........... I.........
12'
Is,
CONCRETE CURB AND CUTTER,
TYPE D
STATION
LOCATION
L,F.
L.F.
REMARKS
• ................x.......x......
30-IMM
29"R'•96 BY.
R,V PARKING LOT
60
---
5-12` RCCP
S....... LOCATION
2.F.i
28"R'•53 RT.
R,V PAWING LOT
50
--»
1.12' RCCP
6'P'•O0 RT,
POD
---
100
1-18' POOP
16'R'•40
27' RT, WEIGH SCALE
65
---
1.12, RCCP
83'C'-77 - 301®•10 LT.
290
16'R'•40
65' RT. FETCH SCALE
---
95
1-18" RCCP
16'R'•50
30' RT. WEIGH SCALE
---
10
1-16, POOP
10'M'•30 - Y1'R'•91 MEDIAN OE,ECTT
324
TOTALS -TT
5
205
85'C"•52 - 12'W" 1,56 RT'.
218
30`L`•10 - 12'R'^41.56 LT.
1$0
AGGREGATE BASE COURSE
.............................
17"R'•88 - 16"R`•OD LT.
12
85"C'•40 - 85'C'-55 RT,
20
BASE
SHOULDER
TOTALS
1044
STA.-STA.
LOCATION ITONU
iTON1
10'Y'•13 -
11'Y'•T6
RT..
315
10'M"+fl3 -
11'M'•66
LT.
350
11'R'•76 -
12'R'•41
LT.
TS
12'R'•41 -
16'R'+00
LT.
A RT,
635
16'R'a00 -
22"R'x47
RT,
---
22'R"•47 -
27'R'•53
LT.
A R%
595
27'R'•53 -
29'R'.50
LT.
A RT.
---
29'L'•50 -
30'R'•10
RT.
---
30'L'•10 -
31'L'•56
RT.
► LT.
230
TOTALS 2200
CHINE WITH EXISTING BASE MATERIAL A RE94A E
CONCRETE SIDEWALK, S-INCH
.........................
—
STA.-STA.
LOCATION
160
.-._......
_.._.-.
50 °
140
Y9°R^=90 -
20'R'•75 NORTH PLAZA
40 °
20 °
28'L'•72 -
30'L'•21 SOUTH PLAZA
4IO
20"R'x15
NORTH PLAZA
TOTALS
S.F.
' REMARKS
600
KIOSK AND PLAZA
2,775
KIOSK., WALKWAYS
A PLAZA AREA
48
CURB RAM'
3423
A
REINFORCED CONCRETE PIPE, CLASS
jjjy STORM SEWER
SCREEN FENCE FOR J" YARD -TYPE 6
MISCELLANEOUS OUAI
FLAG POLES
TOR
APRON
HUDSON
T.I.C.
12-IKON
18-IWN
EACYAL
STA.
LOCATION L,F,
STATION
LOCATION
h,F.
(_.F. I
ICA.
STA.
LOCATION
EA.
Ifi-p"4E
EXISTING 18' R.C.P.
28'L'•65
LT. A AT, 31
lg'R'-80
PLAZA AREA
I
REMOVING FLAG POLE
16'R'-50
ROADWAY
---
so
1
24'R'+50
ROADWAY
56
19'R'-88
PLAZA AREA
I
T.I.C. ENTRANCE
16
...
STA.
LOCATION EA.
TOTALS
16
106
wu
3
----
20'R'-53 LT,
PLAZA AKA L
LANDSCAPE SUMMARY
INLETS AND COVERS
.................WETLANDS
SAm
FERTILIZER
SEED
SEED
AIN
TOPSOIL
TOPSOIL
TYPE A
Sco INS. 40) (No. 60)
MULCH
REMARKS
TYPE
COVERS
STA.
STA. LOCATION
fS.Y.I
Is y )
QlT.T
csjLT
[Las. T
Q.Bs. I
fsjl
STATION
LOCATION AO.
EA, I
REk I
10'W*-45 LT,
LO'M'�52 RT.
T.I.C. ENTRANCE I
P.I.C. ENTRANCE 2
I
1
lolul-15
- 1ru'lo LT. A AT,
35m
0.2
350.0
MEDIAN AND BEHIND GLAD
16'R'-50 LT.
4
8
1 ws�
- 12'P'•40 LT. & AT,
20D
---
0.1
zoo
MEDIAN AND BEHINO CURB
24'R'-50 Y.T.
3
8
1 M61
10'W'-60
- 17�14'-Tll A%
11,070
7.3
20D
11-070
OBL.ITERATION OF WEIGH
10'M'-45 AT.
RECONSTRUCT MWOLE
I LIT
SCALE AND PARKING LOTS
ll'R'�90
- 18'R�-IG AT,
1.830
280
1.3
610
26
1.500
ADJACENT TO ROADWAY
17'R'40
- 23'R'-15 RT.
540
03
540
ADJACENT TO AT. SHKIXDER
SALVAGED INLET COVERS
FRONT PLA2A AREA
is
0.1
75
ADJACENT TO PLAZA
22'R'•TO
- 28'R'-6o LT.
500
440
0.6
Soo
8
440
SOD ADJACENT TO LEFT SHOKLDER
23'R'•15
- 27'R'•50 AT,
1.020
0.6
20
1.020
RAW FILL
27'R'-50
- -30'R'-80 LT. I RT.
2.110
1.3
670
26
1.440
ROADWAY AM DITCH
RECONSTRUCTING
MANHOLES
28-14-•70
- 30-L-40 LT.
115
all
115
BEHIND SIDEWALK A 0"
...........
BACK PLAZA AREA
140
0.1
140
PIPE OUTLETS
To
O.l
70
STORM PONT
6250
319
8510
6250.0
ROWING AREA
STA.
LOCATION
EA.
-
TOTALS
16930A
8060.0
16.0
3270.0
280,0
85.0
21720.0
10'W"45 21"
RT. T.Y.C. ENTRANCE
EROSION CONTROL
EROSION
EROSION
SILT
SILT
SILT
MAT
"I
FENCE
FENCE
FENCE
DELIV.
INSTAL.
DELrv.
INSTAL.
MAINT.
STA, - STA- LOCATION (S.Y.T
(Sj.T
B.F. I
(.F. I
Q,.F.)
REMARKS
16'R"So
A%
30,0
30.0
KOJI
PIPE OUTLET
24'R'•03
FIT,
30.0
30.0
60.0
DITCH
24'11'•50
AT.
3G'O
30.0
60.0
PIPE OUTLET
3'p'•Oo
AT,
30.0
30.0
60.0
PIPE OUTLET
26'R'•75
AT,
30.0
30.0
60.O
DITCH
30'R'•OO
AT,
30L0
3m
60.0
DITCH
27'R'•O3 - 30'R'•Oo
AT.
275.0
275.O
...
DITCH
SALVAGED INLET COVERS
TOTALS
275.0
275j0
180
too
360
SANDY TYPE SILT FENCE
STA.
LOCATION
EA.
PAVEMENT MARKING, EPDXY
................ .....
10*M-45 21�RT,
T.I.C. ENTRANCE
1
4* YELLOW 4' WHITE
HANDICAP
4' WHITE
PARKING
8" WHITE
OW#a -
16, ISLAM am
IO-Wk45 54:0,
T.I.C. ENTRANCE
1
EDGELINE EDGELINE
SIBIBOL
STALL
IZAIION
WORDS
ARROWS
TYPE 2
ABROAD;
TYPE 3
STOP NOSE RAMRS
LINE DWOICAPI
STA
STA.
LOCATION
ILJ`j
EA,
O..Fj
(L.F, I
EA.
EA.
EA,
tL.F T CS,F.) IL.F,T
TOTAL
2
---
I
.
12'R*150
- 30'R'-35
ROADWAY
... 1112
ASPHALTIC FLUME
12'R'+50
- 27*R--94
ROADWAY
$44 ...
......
22*R'-65
- 28'L'-80
ROADWAY
612
---
...
17
18*11*•15
- 72-R-40
CAR PARXIING
2
1012
---
...
STA
LOCATION
28*L'OO
30'L'-00
R,V POKING
---
Soo
lie
34
3D"L'-00
- IO'MP.30
EXIT ROADWAY
38
1
1
1
85*C'46
- 85-c-.55
CRESTVIEW
---
48
1
1
28'L'•TO LT.
R,V PARKING LOT
5
I0IM*.30
EXIT ROADWAY
... ---
30
TOTALS
1156 1812
2
1512
204
2
2
1
30 46 51
$999-00-29
_
MISCELLANEOUS QUANTITIES
TOR
HUOSON
TJ.C.
ST. CR'
STEM SEVER STRUCTiRES
.......................
w
sz•
r
ST
v
TrC
INV.
SEWER
g1504.
TO ELEV,
M• AND R' LINE.
R'L IHE.
IAiVOLUM7'AL
CIAWLUME
E
ii
STpKT, STA.
LOC. ELEV.
ELEV.
R.F.!
.. ...... _.
I
Ab.
CLIALATIVE
a.r«...
w
E
_
36' LT. 843.00
034.40
....,...
Ex, SS
MH I ..'
.EW.As...
SCUT
...VOOLUMEaeo
aaurraaasssee
VOLUME.............
.............
.a. .ara
u...aa.a...eaa...0
CUT
...UE
FILL fxP.aF
ILL
WASTE
s
Iw I 10"M«•42
CUT
FILL
CUT
FILL EXP. FILL BORROW
STATION
CUT FILL
CUT FIILL
STATION
FILL
L
n
IN_ 2 10^M'•S@
33' RT, 842.82
83T.50
NEW
W 1 03T ,00
22 •5O
52 9
. "s
10 •20
T8
0
23 0
57 0
101 0
301
0
0
i0±
_ V
84).2P
89§.08
Ex. SS
EXIST
78
3
l9
823
^215
^50
62 0
110 0
0
0
211
319
319
sew 1 Y0`M'•44
21" RT.
n
11 ^50
99
164
20
251
28 36
24 0
55 0
100 0
319
319
0
4
a.
lk •50
Si
25
139
3t
389
59 77 -313
24 •50
63 72
109 61
429
67
87
342
z
IT •76
51
25
49
24
439
03 108 -330501
25 Q
202 0
245 6T
133
113
12 • 0
0
45
23
31
461
114 149 -313
25 •50
242 0
411 O
085
a¢as
133
ITB
912
12 •S0
0
46
0
84
461
199 258 ^2D3
26 • 0
ISO 0
391 D
1476
133
37}
303
130)
w w
13 P
0
32
0
72
463.
2T1 352 -i4A
26 •50
114 0
0
178E
133
173
Y 607
7.
< o w
13 •50
0
53
0
79
461
349 454 -1
27 • 0
0
244
203 0
202E
133
173
14 • 0
0
87
0
I30
461
4T9 623 1
27 •50
105
105 0
203 0
2227
133
173
2054
2tl54
z aw- I;, z
REMOVING
PAVEMENT MARKING
14 •50
0
66
0
142
461
621 807 346
P7 •70
105 0
T8 0
2305
133
111
2131
w Q W 10
—.evo" •••
°'^ °•"
•vn• eanv
15 0
0
43
0
157
466
779
27 •70
46 0
0 0
2356
133
113
2131
a ¢] ea ®
AS •50
5
19
5
57
£T9 1055 567
013
28 0
46 0
51 0
2456
133
87
2262
16 0
19
16
22
32
$89
842 1095 565
28 ,S0
62 0
I00 0
2598
173
111
2425
SI'A.-SPA.
LOCATION
L.F.
REMARKS
17 •50
26
li
42
31
530
1115 565
29 • 0
92 0
143 0
2598
133
133
173
2598
17 0
9T
0
132
fl6
644
$58
858 1115 4TI339
29 •50
95 0
176 0
2T71
133
173
2774
17 •50
46
0
292
0
776
858 ills
36 ^ ¢
95 0
170 0
2947
133
1T3
277E
18'fl"•30 - 22`R'•5¢
CAR PARKING LOT
910
EXISTINGAR
10 0
53
@
92
0
868
868
247
858 lifl5 21T
AWING STALLS
P'LIFE STOMA WATER STORAGE.
POL1I
SAWING CONE PAVEMENT, FILL DEPTH
T4
OMLATIVE
.....................................
END AREA
® ..esu.eca
.VOLUME.
saeaa .aeae.
e
as uaeae.0
unOeio-«m usar.e.
STATION
CUT
FILL
CIO
FILL.
CUT
FILL. EXP, FILL WASTE
STA.-STA.
LOCATION
L.F.
REMARKS
...
.....
-.,
..-,--"..._-_ ......
10'R°•00
CAR PAWING LOT
51
PAVEMENT. an
O •50
0
0
0
0
0
0 0 0
0
SIDEWALK
1• 0
0
0
0
0
0
0 0
1 •50
Q
0
0
0
0
0 0 0
22"R•147
CAR PARTING LOT
51
PAVEMENT. 0"
2 • 0
100
0
93
0
93
0 0 93
255
SIDEWALK
2 •50
T5
0
162
0
255
@ 0
3 0
0
0
426
26
0 0 4657
-
27"R'•53
R,V PAWING. LOT
15
PA
3 •50
140
170
0
231
287
0
0 0 944
0 944
4 0
flP0
d
28T
0
944
441
0
30'L"^17 RT.
RV PARKING LOT
141
PAVEMENT
4 •50
230
0
370
0
1315
0 0 1315
0 195E
5 O
60
0
3
0
195E
0
30`L"•1T LT.
T.I.C. PLAZA
6
SIDEWALK
5 •s0
6 60
0
1037
0
2991
0 0 2991
0 4347
6 0
805
0
1356
0
4347
0
76°L"^17 LT.
T.I.C. PLAZA
6
SIDEWALK
20"R"•15 RT.
T.I.C. PLAZA
25
CUB RAY"
TOTALS
295
_,..
EARTHWORK SLAMARY
.... LL*
LNG. EXC
FILL
EXP. FILL
WASTE
"
STA -STA
tC.Y.!
tc.Y.l
icJ.1
(C_J
SAWING PAVEMENT
.._,..
864
858
ills
' 246
...............
10"M'•20
- 18'Y••00
22"R"•50
- 30'R"•00 2947
134
174
2773
STA,-STA.
LOCATION
L,F,
REMARKS
TOTALS $163
992
1289
- 6874 `
SO `Y"•Y3
LT.. A RT.
1TO
T.I.C, ENTRANCE
WASTE IIGLLUES APPROXEMATELT 1500 C.Y.
FOR PAVEMENT MHADvAL
WHICH WILL
DE REWIRED TO
BE.
DISPOSED OF OFF THE SITE..
NOTE:
ALL AREAS SICK CONCRETE PAVEMENT AND
ASEMALTIC SURFACE ARE REMOVED WRIL.
BE
FILLED WITH EXCESS uNCLkSSIFIED EXCAVATION[^
IT IS ESTIMATED APPROXIMATELY
2500 C.C.
OF WASTE MATERIAL WILL BE REWIRED FOR THIS PUlPOSE
Q
CI
W 0
NUMBER IS.EET NO.
PROFILES
TOR
HUDSON T.LC. ST. CROIX COUNTY
C- — --------- ----! --------
qy}
I C.0 VC
FI 1ED PRO E "R' FSET LT.7.5
FINISHEI PROFIL� FIMSHEI ATC
PROFIL 'H T. PAW
"M" OFF ET 7.50 LT. "R" OFF T 7 50"LT. I
Oz
25.0 VC 0,47%
EXST[Nl GROUND 0 k 62 E ISTING
EXISTING
sun q G ZOUND — ------
'Ryan
STA6 50
+
-MATCH �XIST. PA"'T. C4 X.P.,S.S. REO'D.
> ---------- --an
0
25 -------
0 0
cr:
U12 . 17 18 19 20 21
10 014 15 16
0 0
0
5; 5; am
so
100 0 VC
EXIST; iG rROU?pD —I I FINISHE( PROFIL k n MATC EXIST. P W �T.
eeg
STATE PROJECT NUMBER SHEET NO.
ar DATA TABLE r"�.p 8999-00-29 5t -
C ..
PT. STATION OFFSET NORTHING EASFTNG PAVING PLAN
FOR
ei I 85'C'•43.00 3/,83 RIGHT N 423095,577 E 129442T.258 x HUDSON T.I.C. ST. CROIX COUNTY
ry 2 85'C°•55,29 26,94 LEFT N 423151,298 E 1294456,633
3 10"M'•33,55 3.50 LEFT N 423181,772 E 1294381,284 --"
4 63'C`•94 A 12.00 LEFT H 42318T,084 E 1294300,899
�• t7 MATCH EXIST. PV'T.
j. 5 10"M'>63.43 31,50 LEFT N 423218.924 E 1244364.059
6 IP"M'•69.53 7„50 RIGHT' N 423212,498 E 1294403,007 -'�� SAWCUT REO'D.
7 10'M"•78.33 125,50 RIGHT N 423183,8T2 E 1294517,820 ,„,v--^",i, -"STEW3
SKEWEEDD 3O" LHF
8 11'M'•46,92 28,54 LEFT N 423303.053 E 1294469.681
9 Hl"R"•8T.75 28.54 LEFT N 423303,553 E 1294469.681 6p I
cv per, -_.� ♦` 10 11'R'•93,90 20,81 LEFT N 423299,412 E 1294470,647
'� 11 10'M'•18.33 125.50 RIGHT N 423183.872 E 1294517,820 30" TYPE 'vc&c �?
12 10 `Y"•78.33 75.50 RIGHT N 423199,541 E 12944TO,339
E IST. FLAGLINE 13 31'L'•09,19 0.00 N 423337.828 E 1294456.685
U 14 30'L'•91.81 0.00 N 423353„345 E 1294448,869"
RTY A IRE ®. 15 11'M"<48.92 61,50 LEFT N 423328,151 E 1294398,856 h"R �e�.� PAVED
16 30'L'•30 AT 0.00 N 423384,147 E 1294399,541 �.J '`� � 5'SR D.
17 30'L'•09.15 36.65 RIGHT N 423348.123 E 1294376„4TO END GAG MATCH EXIST: +93' °� \..,. r..
`°'l +09 T" TeeI CURB 18 29'R'•9Z.12 19,69 LEFT N 42329T,152 E 1294335,015 END ,
EXIST. GONG. J + END Cb.G RARW'iREO`D. 19 24'R' •46.69 50,00 LEFT Hid 3332.436 E 1291295.46T 'P PAVED -.
w �? 20 29'R'•46,69 3,00 RIGHT N 423280,013 E 1294287.664 b'oy. `. 'SHLD.
MATCH EXIST. 21 10'M'•69.53 92.50 LEFT N 423243,838 E 1294308,045 ^\ -F-
a- ®� o SAWCUT REO'D. 22 10'M'•63,43 81.50 LEFT N 423234.594 E 1294316.578
23 12"R'•41,56 15,00 LEFT N 423315.668 E 1294523.834
@. ,• 24 12'R'<41,56 65.00 LEFT N 423360,322 E 1294501,340
25 13'R'•83.28 115.00 LEFT N 423468.732 E 1294605.410
L' 0'4, ao4 26 15'R'•T0„11 115,00 LEFT N 423540„489 E 1294613.121
R 50' aMs t, 2T 10"11 • 5.7T 20.00 LEFT N 423635,219 E 1294570.545
YSHLD.-----------------
%R
t
END CS.G R 30' R 56' GENERAL. NOTES, " m
MATCH EXI-
""r ,x+ DEPRESS CURB 3
a✓.- LALL DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT (FLAGLINE).
LOW PT. +30 ,,5t "
76 `•y', qq �5 26'- 2 STATIONS/OFFSETS
OF PAVEMENT N iFL GLINE)OR TABLE
RLOF CURVET G? f+ 2C-
;� D C&G s. 1 x41. 3, ALL CURE 3 GUTTER IS 30" TYPE 'D%UNLESS OTHERWISE NOTED.
M CH EXIST. �., �Y. ; lz, INL.4 -
'�`.�,t•EJCi GUTTER RED Sq Sri'a-"~�
r. OUNO .THE FORE MtD AN �W 3OT.+g 3"
A s t .zs L6I
+ u
fNL. I • 67' 4}4 R L33' 9 46.41 A .
41. 1 5. •o / 1.. .M.1 4 'CS w
MAT, CH EXIS PVT tta \ V
SAI UT' RED' > ���, { 'tG.'R ll8 ' o R4'
�"""'+t R 50
„. '
.., + �
6 �'.! . z,- '' END C3G
f
R 200'--" ,"__ * R I00' 5 ��' •7 o�',� .
1p
a
" R 50' ,.w . tb' N +4L56
INL: 2 �.AM, ` ,,.,,, n m ... `EHO CB.G S z1 •,•,,.�, ? ^--^'"=»- �,
13
on ' _ 2 r 31
s
ENO GAG o `Prt� `. ..•;" , EN C&G
MATCH EXIST 'R q" Fad 'Ka' 2 ? MA H EXIST. ` ^
k �
�� • �� BENCH ARKS
N0, S
ELEV.
P
\ 1 11.35 RT.. NW COR CONC. RASE OF WATER HYDRANT 1845.691
ASPH� ASPH.
7, MATCH EXIST. PAV'T
o PAVED PAVED 7SAWCUT REO'D.
>
..TAPER
E
0 L
2r
INL, 3
m
0
WE
22*R' EXIST. EDGE 2rR'
OF CONC.
V,
E IST. CONC A 7
TYPE I CURB RAMP REO.DM
SAWCUT REOT Al ON' XIST OINTS
BENCH MARKS
STA.
ESC IPTION L V.
2O.00 L.T.
NE COR CONIC STEP O NO FTN. 46.74
L -
KIOSK FOUNDATION
0 4
0
0
SEE PLA A PL
AN
FOR LOCATION
:
5" SIDEWALK
ASPHALTIC FLUME E
SAWCUT REO'D.
2r ,
DUMPSTER PAD (3- ASPHALT).
TYPE WV
0
OVER 8' CRUSHED AGO. BASE COURSE.
S' SIDEWALK
r.
16
6'
5" SIDEWALK
+09
END C&G
MATCH EXIST.
ASPH. sb
PAVED
EXIST, FLAGLIME
1p 3SHLD.
CAS VEW
28
DATA TABLE
TYPEI CURB
TYPE1 CURB
RAMP REO'D.
RAMP REDID.
PT. STATION OFFSET NORTHING
EASTING
+53
28 27'R'-52.65 18.00 LEFT N 423357.T6S
E 1294114.452
MATCH EXIST PAY
AS
29 28'R'-03,66 42.46 LEFT N 423357.624
E 1294167.062
SAWCUT REO'D.
PA
D
Dw
SAWCU
EO'D.
30 27'R'-52.65 68.00 LEFT N 423400.209
F 1294140.881
R Sa
AEXIST. GONG. PAVT.
j 31 22-R'-T4I 28.00 LEFT N 423624.218
32 23°R'-14.28 115.00 LEFT N 423536.966
E 1294101,666
E 1294062.654
TO REMAIN
EXIST.
CONIC. JOINT
pB�c;
%GENERAL
NOTES
it
L ALL DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT (FLAGLINE).
2. STATIONS/OFFSETS SHOWN IN DATA TABLE ARE
LOCATED AT
- ASPR'
PAYED
THE EDGE OF PAVEMENT (FLAGLINE) OR CENTER
3. ALL CURB & GUTTER IS 30" TYPE 'D', UNLESS OTHERWISE
OF CURVE,
NOTED.
KIOSK FOUNDATION.
c
SEE PLAZA PLAN
B.M. 2
7,
FOR LOCATION
I"
?
5" SIDEWALK
0
G
ADDITION & ALTERATIONS TO
.D.O.T. TOURIST INFORMATION CENTER
HUDSON, WISCONSIN
,......... a=C %—==bp R A VgEAN�G S==___�. ______________
A R CN 1 i E CT to R AL
AD 0
A@.t
AT I
A2.I
A2.2
AJ,1
Ax.?
AB.B
A}.4
AA I
A4,2
NT.I
A5.a
AB,I
ALA a
CODER StCET
RBBPSAIATIO 4 SYK T.
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�KIT?At, CASING, READ TO MATCH h OaSCUPE GL-- ALL AP�,FI
t SEALANT EACH SIX SEALANT EACH SIX
sl-,�NG PE.ClE --Xv NClCw SYSTEM
ALL AAM�Q
V EPfsrV,G j" ---V.7END ITR CAP rLG, OVE.
--.-HE' VINM-1 SYSTEM 'INOT,, NEW VC FLIG
4 3 1 .pi4 1,2' EEG .1 BLxI,
5/8. Gp1w ON 3 51B. -SEALANT EACH SJM
MCTAL STUDS P 16. ac SEI_AN7, EACH STIC El
NFV PTSIX.TEIT & N,Q�-
VALL 1� C � FACE I
-SEALANT EACH STEC 81 (MI V, CCRES NEV CA' IINTSGV STCOE
FILLED 11 EACH T OVER WE 11 —0G 9' CMTL & STEPAS FACING
FIG, SEE -
-----AL, ENTRANCE MCC PAEFIN PETAL CAP FLASHING MTE ABTV V-0 1/2, CID,
E.TEPI`AD UNMI YjIMl FLKC
2 DOOR JAMB DTL 3 WINDOW/DOOR JAMB DTL 4WINDOW HEAD & SILL DTL 5WINDOW HEAD & SILL DTL
1 1/2 DTL8417 1 112 DTL6418 1 1t2 DTL6424 1 112 ML8422
GM. ON T 5/8' (EIMER -HE. TRANCEIP N� r —NEW SYSTEM EIG AD 19G /--E)It AMD STRUCTtOTE I
METAL STUDS A 16' C.C.M.. EOVER AT VES71PTY-E SC`rlT - SLOCAPAI
HETpL CASINO EEAD .1 Tp luPGw I.PMb. CELCU IF SiSEALANT EACH SIX
114- 111 JCIN7 & —11, STONE FACING
SEALANT EACH SIDE
SEAEBOTCzCNGm VSECMMD ELCTCO CNU
11CkBD ' SECURED 4'N SEMITIC 71 Cm
V @ 2CC V, AR",e 2CCO,C
AwC FLOCTING
'ECUPED To CHLI
V1 US T 0 24- CC
NEV STONE CITING
AT STOOLL SEALANT EACH STG[
—ILMSEP Fl DER AT; SOP"Ly I SYSTEM
S' SYSTEM TO BE ARANE D --NEV-WA�l
\---EXG V KRIM, INSCL JAMB AT STONE
6WINDOW SILL DTL 7WINDOW JAMB DTL
i I/E DTL8410 : 112 DTL8413
—KW INSAXATED A FUVPES NIALL
V/ CERAMIC TILE FACE
VNITS., STOOL,
-EXG. LAM, VMS BEAM 21" PEG BIT SECURED V1
APPLIED AL, STOP t AL,
—FACE W EXG SCOPE BACKING ANGLE
SEALAW CA SEALANT "-STARRY TILT —WAITRY TILE
SIX IL STOOL ITCOL
ANTA,"D
/7 HE
SEALANT EA. SIX
�T
' -114• PEG Bl
I NOR VINVIN, SYSTEM
SECUPED 11 1S1 _ _
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A AL, B'C111A
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1 1/4METAL
4 FACED INSCU, SNC,
SET IM ISTRICID
"NINEW HOULDPAC 214' IN -FILL ADAPTER
llA" IN -FILL
A', NO, ADATTEP --t 1/4' METAL
MIN V _L_L 17L RL�G, V/ Ai- DIVER TO FACED IISLA, FUL,
.,TC. AMID. FRAM{ SET IN ECIPILIED
IT A I Ol --,-ETG METAL CAP AT SCOPE VNIAT, MOLLDI'Al
WINDOW JAMB DTL 12WINDOW MULLION DTL
i 1/? DTL8412 1 1/2 DTL8414
Eya AMC TUG CEILING
4 oe,L ET L
ASLELALANT EACH SIX
-314GREZID � OBSCUP (4, AMNZ
OVER 2,-
/, NEI 11"C' SYSTEM
PLYNIK SPEMPH IIG A
> REMOVE I
Ex[STNO
McK X:NT ,."--SEALANT ENC. SIX
SEALANT A 3'.. A 1'2-
R\
COVER E0. 'TONE FACING RSLCv SCDE OF VD �ADD SLAG & METAL CAP
KAG I -L`-SEALANT EACH SIX PTYFI FLG TO EXtC MOP FRAME
To MATCH
VP,�� FR,NC —NEV VINCE, SYSTEM MATS,
SIMILAR DETAIL AT
4 CV- ry JAMB ABOVE STONE E.TPAUCC DOER
8 WINDOW JAMB DTL 9 WINDOW JAMB DTL 1 OWINDOW HEAD & SILL DTL
1 1/2 DTL8416 1 ITO DTL8419 1 112 DTL6423
STELA
Vr FIMP
VI AVET
SYSTEM
[A
I.t"
13CORNER MULLION DTL
1 112 DTL8415
—NEV NSLkATEP L FURRED MALL
V, CIPAHcC FELD EASE I
VC.TDW STECO
--ExG LAMINATED VMS MAN t CAN CERAMIC TIC[ TO
"G STEEL STAR FRAME
F-NEV ITACYLITED L FLAIEZ WALL.
Ml CERA.Tc TILE FACE I
I I L-l—NEV WNDC', SlITE.
METAL CAR AT STENO
14WINDOW JAMB DTL
1 ISE DTL8421
EYE K1.1
CASTCTR
15WINDOW
MULLION
DTL
1 1/2
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SIGN DETAIL
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1,14 UYl
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.1 z I I,- -L
5 ENTRANCE SIGN c-ND.
1/4 DTIA044
S.
PENNANT POLE ELEV.
1/4 DT: 1,051
6 PENNANT HINGE DTL
3/4
SHM � F(l%DAUNHN
BASE FF-CF
PENNANT & POLE BASE DTL
FA
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8 EOP SCREEN DETAIL
3f4 P.44F,�91
EI STING CMf VAL.L
518' Vro
OVER VANUA BARRIER
CE ..tC TILE
V ➢/2' Plain INSIA.
1 518' METAL STUDS
24' CC., SECWE TO BACx-UP
S.I. AKRE KOD. To ALIGN
FIRISrED MALL
ETD K4:PA1, 1UNER
SECWED TO FLOOR
1 FURRED WALL DETAIL
P LIE 09251303
All NOT ERTENC PHRI➢ CJT
f
--RIGID MEN
1
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I
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2 ATTIC ACCESS PANEL
1 212 05277101
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319' En ANCNER f 24' CC,
SEALANT 5 FOAM BACKER ROD
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ExISJM STi1.'E r'ACING
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A STRAIGHT VERT, SLPI`ACC
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CRICKET.
8 1l2' PLYvD CYEI
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SE ~
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NEW 2.5./� d{L
NEA'SR ERG. 2r6 � -^+.� NETS 2.6
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1 1/2 078521i2
CORTROP JOINT TO ALIGN VF
EME OF CPENING LOCATION
f tl PER RAN
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I StNROM^TNG HASCOTY,
15A FELT BOND BREAKER
MATERIALS PER Pt_.
6 CONTROL JT - MASONRY 7 CONTROL PIT - MASONRY 8 CONTROL JOINT AT OPG
➢ t/2 04180201 1 1/2 M80202 Il V2 04180301
SE PU f TZNG S ECTIONS
e �
OCR 'ALL COAL
_
m�
KF
l
LINTEL PER EYICR SCwECt:LE
£
— 1
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1
.. ...._...
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HEAD DTL
t/?I'
DTL8430
1 2 DOOR SILL DTL
1 112 DTL6431
K, t
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EXTEND RER.PCRCING T Q,I CJT
5 MPAP V/ I54 FELT RLDG
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318` CM JEW RATE:RIAL
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NOTE
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FLOOR PLAN
1/4
0,5 1 2 5 10 15 25 FEET
PROJECT NUMBER Sf"EET Na I ,
8999-00-29
FLOOR PLAN
E2.1
I
CONSTRUCI6ON NOTES
TOO
ttMtcl
K�o rcO ftyMwG
21.
7) YM2 ciws TO DOOR MD
AS wqm
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SIM" TO MIM,
P 70 CAL..
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----fi k
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89- --29
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CLA v Em'w * Cfl.' AID IF
tvCITAK)`A TOW. IVr+MIm 'I M.
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11
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KZ11Y No MAU
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m
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3 FURNACE ROOF VENT TERMN-ATIONDETAIL
—L—
A GAS FURNACE SCHEDULE
@) SPLIT SYSTEM AIR CONDITIONER SCHEDULE
Fl" ["U NAL -n—,, --
, I--- -.—
sy"M Tm� F. --N 1. WPR MlbR 'M . - �CES
SIZE K17OR �M-110- sin 11 m c� wm w
AC-1 8.50
EXHAUST FAN SCHEDULE
GRILLF, REGISTER, & DIFFUSER SCHEDULE
N �T O�R ALLA.V
LES,
AL�
VC 0'" ,A1
5
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9M IN
DUCTWORK/INSULATION SCHEDULE
Lu.
PRE ss'QE
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3
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M.
SE
S'EAL,
E I
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v
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I
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3
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e A
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in
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t
i !
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r
REM FLU TAsn 1 R ATEa t.'
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111
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TO j
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ce { Sq l m. A fl REMAN
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I i
DEMOLITION PLUMBING PLAN
1/4
O'S b 2 5 0 15 25 FEET
e.L lao ' r�.c>r•,..
SHGL I %0. I
5.7-8 I
ADJ NOT TO
m Gum
�o 4 -C ATF(#'4 ----- E3 ------ J
LEGEND:
COLD WATER MMG
HOT WATER PPRG
WASTE fMFING
GAS
&
TO WATCH EXM NEW COLD WATER RPM
N T 1�
MET GAS PMG
VERST WE LOC
OF �ASTE ----------- MEN WASTE 1,1441
woll, Tl�
r
rIL41
-:7
CAP OR MUG TO exc,vATET Lois T,
SCA�E HSE & D� STA A� RR.
TCoWCC W PKS, Ft�FLL
RM BOX 2 CM STOP ORE NO MES W/ HON-9~ GROUT.
m WATER AWE
NWON' RaOCATED GAS
TMU WALL WCOMPIEC'T
Ul TO EXM
132
U L09aY
_j
37Z
F4 wcj", poo,
M2 U.
TC rid;.
LAV
TRAI#w
-c2)
il
{AL wp
TQ11
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251 V
---- ------
LJ
NOTESe
_71
T7 -------- I -
WATER CLOSET&
6-4 -- LZ A WASTE/vw MMG "Y NAVE
WH TO WTOK EXM FO BE ADJMTED TO ACCOWKX)ArE MET K&ACICAPPED
—7
T"I'l rym /�L,�Qv
WATER CLOSEMMAKE ALL APPROMATE
�CTKM TO EXTETM POIC & CAR
IlL OR FLUE EMOTING P AS REOMWED,
LJR*ms�
MTALL ELECTK EYE FLUSHM STSTU
R ATTM FPW4,MAXE ALL TE
�CTXNIS TO EMT*iG PF4MC & CAP
OR PLM E)nTM MING AS FMOUMD.
tA r - .1 '4
LAVATCRE&
WSTAk,L EJLECTMC EYE OPERATUD FAUCETS W/
TEWERED WATER. MAKE ALL PP
CCWWlECTX)5 TO EXTST#iG FPWC & CAR
OR PLUG EMStM PftfO AS REOURED.
ELECTRIC WATER COOLERS
06ML HANDICAPPED ELECTRIC WATER
ALL VE
COAAECT� TO EXISTP4 PPW I ING
NEW PLUMBING FLOOR PLAN OR �M ENTS,M PFIK AS REOtfiRSD,
V4 TRACTOR TO NEWT ALt PPE WES.LOCATICHS.
7C.__ > C�
2 5 10 15 25 FEET EVERTS, ETC, PRE TO CORSTR TI
24 °r/z., ._
6Y r�� r
zAA
23^
TYPE "B"
(APPROXIMATE WEIGHT 400 L.BS.➢
34
1 z,.
TYPE "MS"
(APPROXIMATE GRATE WEIGHT 285 LES.)
3/'"
— 24 °ra'
6 %" —
t 1-2'
_.. 27"— --
'-- 29 'rz"
37
--- 24 3Fa"--- - 24
4'/a"._...f (...... 1--2 2 %-
26"
TYPE B S"
(APPROXIMATE WEIGHT 400 LBS.}
33
22 Y, — to 'fa"
yam— 30"R
TYPE "F"(D
t APPROXIMATE WEIGHT 835 LSSJ
31 °°rz"
- 34^ --
- 40
�r—DRECTION OF FLOW ARROWS
35
iT,"
35
3 s/a. 8 SPACES 0 327
�g_5+^
_ EG vf:
3', /;
i
14 S,-
Yz" 1
L
T—
__..36"
It� 43"
22
L
3 rW• - i----
i b
�- 22 24 'la
�---- 35--_ __..._.._,
TYPE N "
(APPROXIMATE WEIGHT 40D LBS.)
T-YPE "HM"G
tAPPROXWATE WEIGHT '510 LSS.1
• A
l
k" x 6" SLOTS
.
[TYPI'CALk
NOT:
GRATE IS NOT REVEH S15' E.
LET FLOW GRATE IS SHOWN
tie 2, x 2" X "fz"
ANCHORS .LCORED
HOLES. FOCALLY SPACED
•4 RECAP
..� 4'LONG
4"
NOTE:
SPECIAL GRATE NO. t FOR THE
TYPE'H"COVER MAY ALSO BE
USED FOR THE: TYPE "HM" COVER
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN CN THIS DRAWING
SHALL CONFORM TO THE PERTNcNT REOUIREMENTS OF THE STANDARD SPECdFICATIONS AND
THE APPLICABLE SPECIAL PRGAS:DNS..
DETAII, DRAWINGS FOR PROPOSED .ALTERNATE DESGNS FOP INLET COVERS SHALL BE SUBMITTED
TO THE ENGINEER FOR APPROVAL. PROVIDING, THAT SUCH ALTERNATE DESIGNS MAKE PROVISION
FOR ECIUIVALENT CAPACITY ARD STRENGTH.
THE, ACTUAL, WEIGHT OF COVERS 'MAY VARY WITH:N 5 PERCENT, PLUS OR VNUS. OF
THE APPROXIMATE WEIGHT.
( FGR USE WITH CONCRETE CURB S, GUTTER, 36 INCH
INLET COVERS
STATE. OF WISCONSIN
DEPARTMENT Dh TRANSPORTATION
APPROVED
p `t 5 E'Wv Ew. \CEw FGw nwvs
VX
S.D.D.8 A 5-8b
No. 4 Bar. - 6" C-C >
nlail�
No. 4 Bass - 12" C-C
"� fhxning
j
cemtsia
0{.eniM
v
nd
Con.terY
A
ft
p�
w
,bint
Joint
ws
a
�
Nin. Slope
j
`
1 fin.Pft.'`
6" kin.
_....
` Split Pipe or
farm comrste
to fit
Reinforced Concrete Top
(show,) or Precast Reinforced
Corsets Flat Slab Top
No, 4 Bars - 12" C-C
ee!.-1, _ Brad. A
:. '.f„{'"` Concrete
No, 4 Bar, 12" C-C to IV depth
6" C•C over 121. to 25'. depth
4
d
i
_ pw4'-Dn
s
mi,. Slap
i
#1 1 in./ft.
Split Pipe Or fare
concrete to fit -
Cons
Blacka
0
a 12-
N %
w
w 4" Nijrt.
_P � _L�
Precast Reinforced Concrete
E centric or Concentric Top
(Sea 'General Notes')
st
l
1 �
1 �
i 6
PrecaReinforced
Concrete Risers
P.
Grade A
Cmcxate
a- kin,
No, 4 Bars IV C-C to IV depth
6" C-C aver 12' to 25' depth
No, 4 Bars - 12" C-C to IV depth!,/
6° C-C ewer IV to 25'. depth press A
Concrete
•
ra
Mortar Bevel 45w
} i" Ceeent
Plaster Spat
.. 12- (D
kin, Slope
7 in./ft-
—A- kin.
Split Pigs or farm
concrete to fit
Details of construction, materials and workmanship not shown On this drawing
shall confam to the pertinent mgsiraeants of the Standard Specifications
and the applicable Special Provisions -
Detailed drawings for proposed alternate designs far underground drainage
structures shall be supwi.tted to the Engineer for approval providing that.
song, alternate designs make provision for equivalent capacity and strength,
All drainage structures are desiVated or the plans as "fanholes 1-C%
"Catch Basins 1-81, "Inlets 3-K', etc, The first digit designates the nasonry
portion of the structure, and the following letter designates the type of
CQverto be used to cpord%s. the comlete unit.
Precast Reinforced fuses shall be placed of a bed of naterial at. least 6
inches in depth, which Mots the mouirewwnts for Granular Backfill.- This
bedding shall be c<. cted and provide uniforn support for the entire area
of the base.
Precast Reinforced Concrete Cone Tape (Eccentric or Concentric) nay be used
on concrete block structures. The Cone Two shall be installed an a bed of eertar.
Eccantx'ic Cone Taps may be used on all structures, and Concentric Cone Taps
shall be used only on structures feet or less in depth, unless Otherwise
directed by the Engineer.
Steps neating the following requirements shall m installed in all structures
over 5 feetin depth: 16 inch C-C maximua. spacing; Pmect a minireas clear'
distance of 4 inches from the wall at the point of ected..ent, mininso length
of 10 inches'; mdhie. wall e-kxdm. ht. of 3 inches: and be capable Of supporting
a concentrated load of 3CO lot, Ferrous natal steps not painted or treated to
resist corrosion shall have a manimxen crass sectional dimnsian of I inah-
Solid Alunipu, steps shall. have a hinise e. crass sectionaldimansion of 0.75 inch.
Alusirnn surfaces to be embedded in concrete shall he given ca» coat of suitable
quality p.'tint, such as zinc chra-aate pricer eanf.,ping to Federal Sp.cif icxtipn
TT-P-645 or equivalent. Steps of approved P.1yproplem plastic coated m,oforc.-
cent bar will. De acceptable..
All bar' steelma ufgrcemnt shall be embedded 2 inches clear unlsss otherwise
shown or noted,
Precast Reinforced Concrete Risers my be placed with tombs up or down,
All Precast Inlet tk,its shall conforn to the pertinent mouirewelts of AASKTO
Designation k 199,
# Use 2'-0" dianeter opening with Type "C", "l" and 9'J" covers, or 3'-0" di.-. mr
with Type "K" and "k" covers.
(l 2 courses 6" black-
QO Q 4gGo
00 U00 040FZOp
�OOQOO 000 UO
0 4 0
40q OOO O 00
4q�4®�"
23' D ...._..
.._....._ 32"' D
_.. 25 D
6"
TYPE "J"
(APPROXIMATE[ WEIGHT 395 LBSJ
TYPE "K"
(APPROXIMATE WEIGHT 550 CBS.)
OETA:LS 8F CONSTRUCTION, MATERIALS AND WORKMANSH'.P NOT SHOWN 6N 7H15
ORAWIN,; SCULL CONTORIJ TO THE RE,RTINENT PEO01REMENTS OF TH;: STANDARD
FIPECIRCATIONS AND THE`, APPUCASLE SPEGIAI PROVISIONS.
DI -TAIL ORAW:NGS FOR PROPOSED ALTERNATE DESIGNS FOR MANHOLE. COVERS
SHAtt Fr SUBV[7IEE, TO THE ENGMEER FOR APPROVAL PROVO�NG THAT SUCH
M TEPNATE M—S*NS MAKE PROVISION FOR E(JUIVALENT CAPACITY AND STRENGTH_
RtUND FRAMrS AND GUVERS $HALL HAVE CONTINUOUSLY MACHED FEARING
SUPP ACES TO PREVENT ROCKING AND RAT7L4G.
THE ACTUAL. WE3GHT CF COVERS MAY VARY WITHIN 5 PERCENT, PLUS OR MITS6.
OF TH'E. APPROX:MATE. WEIGHT.
CURB BOX ADJUSTABLE 4" TO 10" .1
21
I4iDO
4 ••R n"I �"' T 3fK.
T-'_."""
j L
�- e- 17 °fz ^�
_.....ES I4" -__ 21 °°fa"
3t
INLET COVER TYPE '7"
I f2
��`
23 ;l 0
22 nf, D _,� �
tkPPROXiMATE WEIGHT2if: LBS.t
4"
34
Tl
71f1°'__�
zo Yz'
27 is 0
...__3> !z 0
26 °/z D _..
'TMS DIMENSION
IS 25 °fz`ON' BEVELED 910E
8It"D '-..
--
INLET AND
MANHOLE COVERS
TYPE "L"
TYPE I'M"
(APPROXIMATE WEIGHT 146 LBS.T
APPROXIMATE WEIGHT 385
LEE.)
STATE OF WISCONSIN
DEPARTMENT OF., TRANSPORTATION
APPROVED
U
.?x UaUe V M JG6r
,So. Retail 'A'
Precast Rernfo
Concrete Flat
N
No. 4 Bar, 4-
DETAIL "A'
PLAN VIEW
Construcl
Joint omJ
Cast-in-4
*Selection of awaro at circular
design will he teased on the Papa
sizes and the Inlet Caner being
utilized,
If,
Precast Reinforced
Concrete Flat Slab
A
0113FRUM
Mon'
Corics.t. Block
IL
L
sea
I
Discharge
cepent p
txuht=g
I
Discharge
y a,
Pie
Plaster Coat
-,.ih, Onlyam
Free
lac®
a- Pan,
V Mig.
A
Wife
Min.
Naldea Rise Fabric
MONOLITHIC CONCRETE 5 x 6 - W2,9 x K2,9 REINFORCED PRECAST
CONCRETE BLOCK CONCRETE REINFORCED
CONCRETE
PLAN VIEW
See Detail 'A'
6- Kia 0.
Concrete
Block a
Constroottio,
-a Dan stroction
Joint only on
i,
4- Canaent joint only on -
DuM iag.
Cast-in-pldca
Pipe
7 Plaster Cast -in -Plata
cost
4- Kid,
6- Kin,
h
Red
6.
-F
�-Meldad Aire Fabric
6 . 6 - K2.9 . W2.9
MONOLITHIC CONCRETE REINFORCED PRECAST
CONCRETE BLOCK CONCRETE REINFORCED
CONCRETE
SECTION A —A SECTION B—B
I
—4- Mid,
C C
Kier.
PLAN VIEW
wo
Canstructicn
Joint only an
4L
I
GENERAL NOTES
Details of construction, materials and �rkmagahio not ®horn an this drawingsmall
on, form to the Pertinent xaiiuirpnents at the Standard Specifications and the applicable
Satca.1 Prcvi.ions,
Detailed drawings for proposed alternate designs for underground drainage structures
small be suteitted to the Engineer for amraval providing that such alternate designs
I make p,h,isi., for equivalent capacity and strength,
Bed All Precast Inlet units r1hill conform, to the pertinent repair �.nt% of AASHM
Ksu, D.Si"'tion M 199,
All drainage structures are designated an the plans as 'Manholes I-V, 'Catch Basins
1-B". "Inlets 3-W, etc. The first digit designates the canonry portion of the structure,
and the foll"in, letter designates the tyra of cover to be used to coprisa the
conpl.to unit.
Precast Reinforced Bar" stall be placed on a had of material at least 6 inches in depth,
which meets the f., Granular Fackfill. This bedding shall be . ��cted and
provide hf.r,, support. for the "fite area of the base.
Precast Reinforced Concrete Flat Slab Tons nay to used go the structures. Th. Taos shall.
be Installed an . had of mortar.
All Bar Steel reinforcement shall. As embedded 2 imIa,es clear unless otherwise .sheen am noted.
Precast Reinforced Concrete Risers stall he placed with tongue drea,
(D Use 2'-6" cre,tc, for line 2 lul.t. and 3'-0' opening for Tim 3 Inlet,
6- Pic
Concrete Black
A -
Done t
scharge Plaxtax Cast Ica pa
co-
0
N
U
Pipe
Construction
Joint only a,
C.st-1,,-Pl-.0
,6- T-
5-
—
Welded Wire Fabric
6 .6 = K2,9 . W2.9
PRECAST REINFORCED
REINFORCED CONCRETE
CONCRETE
SECTION D—D
S.MM 8 C 1-4
L
I
i
3
6" C-C well 151to 8' depth�
PLAN ViEW
i
PLAN VIEW
w
`g'I;�I'I illy lid 11no
I 1 11H lid 1
E4J D,0-1
No. 4 bars spaced
12°' C-C
PLAN ViEW
Q
" Bch i,
e
Grate Elevation shown
on Plans
Direction Flow
Ditch Una. =++
no
Ditch Dike --
2} `
W".Desirable Al
tNxmal Fir Ditch
c �.%emnal
Co st Joint
GI MAR,
001-0.410
4 trl— Ditch Dike S d,;
State
^ 4' Hamel Flow
Ditch One
14 Bars 2C M 15' depth
16" C-C over IS' to 5' depth
_ E
a4
SECTION B-B
9'- p,"
ill I
"I'll
I 8""6•°
2^_ 9p,p �"^—.., Ditch
r
rr, r_.p9pe 0.01 4.y St,
,' - ft. fit. Min—s-
3„ i
L 6" 7 -.! L 6"
SECTION C-C
SECTION E—E
3 Grates at 4:1
4 Grates
tM
Details of construction, materials and workmanship act shown
on this drawing shall conform to the pertinent requirements of
the Standard Specifications and the applicable Special Provisions.
Detailed drawings fa proposed alternate designs for Inlets which
may Include Process reinforced concrete inlets, shall be submitted
to the Engineer for approval providing that such aft"nate designs
make provision to equivalent capacity and strength,
Precast reinforced concrete inlet units, if used, shall conform to
the requirements of the Catch Basins, Manhofes and Inlets Section
of the Standard Specification's.
All Inlets are designated on the Plans as "Inlets, B-MS",etc.
This designation is interpreted to mean that the number, or first
digit Migrates the masonry portion d the structure and the
following letter designates the type cf cover or Iron castfrol to be
used therewith to comprise the oonrlefe unit.
A It bar steel reinforcement shall be embed 2 inches clear
u Mass nttterobst shown al noted.
12' _ p,�
10"TYp. �-..
` dot Slope _'-y( Ditch
Pipe
-„0.01 ft.l It. Min_—
¢ L6"
SECTION G-G
�oo�n��I�(�E �����oo(�(jnN ((� �jR6
j �
3 6 r E �� lO g
E D4J
Ho. 4 bars spaced
12" C-C
PLAN VIEW
INLET TYPE II
REINFORCED CONCRETE
INLETS TYPE 8,9,10 and 11
State of Wisconsin
Department of Transportation
Division of Highways
Oe,1 F [0.RrtA [H.T OSYN4
5-02-T4
bMir"- a n, we e.e.0 e
S.D.D. 8 C S -1
9/z'/F7%, BATTER
A
Y4CCURB RB FACE
MAXAR
_/F�.SLOP
E
-T
(D
TYPES A & D
2" r7/6-1, CAR 22"
RA 4 X� AR /FT. SLOPE7
T Q
(D
TYPES G & J
NEW i A CONCRETE J, A
ExfsTWc
CONCRETE
PLAN VIEW
PAVEMENT TIES
VNEW
CONCRETE
'T'
- 6
I/S THICKNESS_'
OF NEW
CONCRETE
Ca
Ca
SECTION A -A
CIO
A
' EyA .-IFT,SLOPPE
7
MLAL
(D . . . . . .
TYPES K & L
5-
*NEW CURB & GUTTER,
SURFACE DRAINS,
CONCRETE PAVEMENT
OR OTHER NEW CONCRETE.
NO. 6 X 12' DEF, BARS
SPACED Y-O" C-C,
INSTALLED ON GO SKEW
HORIZONTALLY. DIRECTION
OF SKEW ALTERNATING AFTER
EVERY ONE OR TWO BARS,
THE HOLD FOR THE BAR SHALL
BE DRILLED TO A DEPTH OF
7' AND TO SUCH A DIAMETER
AS TO PROVIDE A TIGHT
DRIVEN FIT
EXISTING
CONCRETE
A, A
TYPES A & D
CONCRETE CURB & GUTTER 36"
NO,4 X 21_0LITP BARS
SPACED AT 3'-O"C-C
0, TH'CKN,-SS
OF GUTTER
CONCRETE CURB
IT GUTTER
TYPICAL TIE BAR LOCATION
-ENTRANCE CURB
!OOPE VARIABLE
♦
6" M:!,4 Q
- T
DRIVEWAY ENTRANCE CURB
(WHEN DIRECTED BY THE ENGINEER}
A
R Q,�YFT. SATTER, FACE OF CURB
11 (ABOVE ADJACENT PAVEMENT)
4 X 2'-O'DEF,TIE
S, SPACED 3'-O"C-C
(D
TYPES A & D
3-offolm,
DETAILS OF CONSTRUETNGN.VATFRIALS AND WORKMANP N07 SHOWN ON THIS DRAWN,-,
SHALL CONFORM 70 THE PERT ENT' RICUREVENTS OF IF-' CONTRACT,
SEALANT IS NOT REOURED III THE JOJS OF CCNCM.TE CUTS OF CCNCRET1 CURB S, CUTTER
EXCEPT AS REQUEST FCP INTEGRAL GUTTER.
PAVEMENT TFS ARE PEOURED, WHEN INCLUPtO N THE CONTPACT, WHERE CONCRETE CURB,
CONCRETE CURB AND GUTTER OR CON FETE: PAVEMENT IS PLACED ADJACENT To EXISTING
CONCRETE.
PAVEMENT TIES AND TIF BARS SHALL 8,
EPDXY COATED 14 CONFORMANCE W74 SUBSECTION
�C'5.2'4 OF TRZ STANIAE'D SPFCIFIC47IG'6.
INTEGRAL CLFR & GUTTER SHALL CONFORM TO THE (E-TATS SHOWN FOR CONCRETE CLP3 &
GUTTERINCLUDRIG THE TRANSVERSE GUTTER SLOPE. TIE BARS AXIS A LONOTUDNAL
CONSTRUCTOR GYTT ARNOT REOUPED WITH Tkl6 ALTERNATE.
PAVEMENT JON7S SHALL BE EXTENCED THROUGH INTEGRAL CURB & GUTTER. JOINTS IN
INTEGRAL GUTTER SHALL HAVF TI S Y nviNsioNG As THE JOINTS IN THE ADJACENT
PAVEPENT. JONTS IN INTEGRAL CURB SHALT. BE
JOINTS ;AJ INTEGRAL CURB & GUTTER SHALL BE SEALED TO THE FACE Or CURB WITH TH, SAME
SEAL -ANT SPEC:P-D FOR 71'E PAVEMENT JOY7 THE COST OF FURNISHING ART INS7ALLINT
THIS SEALANT SHALL BE NCDFN7-L' TO TI-T ITEM CONCRETE CURB h GUTTER.
UNLESS
ESS O7PTRIhLSF SHORN CN 'FHE TYPICAL CROSS SECTIONS. THE BASE COURSE AND
UNCLASSIFIED EXCAVATION LIMITS ARE TWO FEET BEHIND THE BACK CE CURBS.
Q
02TT BARS ARE RECURED FOR CURB AND GUTTER TYPES A.G AND K.
THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO'SHE
SLOPE OE' THE SUBGRADE IT BASE COURSE PROVIDED A 6"MIFTMUM GUTTER TH)CONESS 15 MAINTAINED,
(DWHEN REVERSE SLOPE GUTTER IS FEOCRED. THE LOCATIONS WILL BE SHOWN ELSEWHERE IN
THE PLAN.
--12
tY/tFCLOlP"E
02
TYPES A(D & D
A-
7-1 A'-
7" I'R
Nn. 4 X 2'- G'DF F. I IE
FAR, SPACED E-O'C-C
0
TYPES G & J
SAME PAY LIMITS
AS CURB & CUT
- J_j-'1 — y
LONGITUDINAL JOINT
IS NOT REQUIRED
SLOPE
T', PAVE"T NT
THICKNESS
SAME SLOPE AS
ADJACENT PAVEMENT
A
REVERSE SLOPE GUTTER
IT 'ICAO. FOR ALL CURB & GUTTER TYPES)
I
S.D.D. 8 D 1-11
FTR��:l
NOTE: TAPER CURB ENDS INCREASE (I!I FROM RIGHT ANGLE
TO GUTTER AN r-O' TO BEST FIT FIELD CONDITIONS
CONCRETE CURB GEOTEXTILE FABRIC TYPE 'R' SHALL UNDERLAY THE FULL LENGTH AND WIDTH OF IHE, CUNCRILIL �URFALL
AND GUTTER -7, ND HERAT
2�-QI I 'T Lg CONCRETE SURFACE DRAIN WITHOUT _CURD IND GUTTER MAY _SEUSED ON BACKE'tCFE- _WHENSPECFIED
CONCRETE GUTTER,
J_4 DEPRESS SURFACE
CMAX�TO SHAPE
T
FLOW PATH CONCRETE SURFACE DRAIN
U4 MNCRI-ASE (fI FROM RGRT ANGLE
FLUME I,- WAL CURB HEIGHT
TO BEST FIT FIELD CONENTICUNS
_�L _D.
ASPHALT CURB EXPANSION JOINT
tEa��._SEE PLAN VIEW OF AND FLUME ------
FLUME AT CURB END C04CRETE CURB- 4'-0" EDGE OF PAVEMENT
PLAN VIEW SHOULDER OR BERM AND GUTTER
CURB OPENING FOR FLUME FOGS POINT
B B
2- M.N. CURB HEIGHT SURFACE DRAIN IS SYMETRICAL WHEN
7 OGRE AND GUTTER IS CONTINUED
---SOD TAPER CURB TO FLOW LINE
SHOULDER OR BERM
CUT CONDITION HINGE PONT
DITCH SHOWN DITCH ;T D D _-
+
(D
JOINT s — <_
-----------------
---------------------
ux
1'-0' ON CUT SLOPE WE WIRE BEEN
isEE SECTION D-Dr
-4 4J L ----------------------
11 7'-C . __ 1> DITCH ��FIIPRAP IIIIIH
PLAN VIEW
FLUME AT CURB END EDGE OF 6'-0'
PAVEMENT ---- --- -
OR AS REQUIRED _O'°ON CUT'SLOPE
SHOULDER OR BERM Y,-/FT�
HINGE POINT SLOPE7 u 4-1
CUT CONDITION PLAN VIEW
MATCH ORIGINAL 111SOD U_ EDGE OF
SHOULDER OR BERM Y,"/FT, 7 PAVEMENT
GROUND. -A\ IF r-ol ASPHALT DITCH WIDTH HINGE POINT SLOPE
VARIABLE SLOPE
AS SHOWN ON PLANS
CUT
PAST TIES OR TIE
- - - - - - - - - - - CONSTRUCT FLOWLINE AS BARS AS SHOWN 1-4 ---- C 0 MIN T I ONN 7
A
DIRECTED BY THE ENGINEER CURB GUTTER DETAIL
PAV'T TIES OR TIE BARS I
DITCH WIDTH L_4" RCUR'S B
AS SHOWN IN CURB A ITTER OF
SHOWN Oi4PEAN�' W3 WIRE MESH ---- CUTTER DETAIL
FILL CONDITION FIL L (SEE SECTQN D-U
CONOfTION SECTION A -A SPEAR CTION C-r
02 _E6TEx TILER SE
FAB !C- CONCRETE, SURFACE DRAIN
_,LEVEL) ASPHALTIC FLUME
MIN, STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
SECTION B-B Ix 1 ".0 x 'CLO 4" APPROVED
GEOTEXTIE FABRICnLINlI
AXT FAN Tf STATE tEEIGI'AZCR 10' HY
SECTION D-D
Serrxe
_ 1 Concrete
Sidewalk
Conc
sift.rete
.Ik
as sable
e
Sid.
!dermal
Ta.wied
our Pee.
Apron
e
FF
fbrzoa
Alt.rdat.
-j—
"L
L
con"ffbtion
Rebid,
, -
-- - -
pwom`e�
F,
Joint
variable
,T..t.r*d thurfece
ch,
mrd�
--
3'-4�
11�6- Min.
21 .0. Max
7
cadcr.t.
S'do..Ik
Alternate
Floe Lies 1 31.4.
VIEW A
b�' 1','
'
04 ft
/ft
I
s..I,
Vas sell•# 14
Sid...In
'-1
"—
_-Q 02 fi/ft
Radius
Steve
RY,
c
optional
T.trsc.
flew
Width SPrsoho el,I.h.,e
in the plans.
line (fine
I-x
Trot, 3)
PLAN VIEW
SECTION B-B
TYPE ]-A RAMP
(NO TERRiCE1
PLAN VIEW
MWISION JOWS-SMEWL.K
TYPE I RAMP
— — — CONTRACTICH JUIKTS
Jum.tid, of joints "I be Iwimd
ICENTER OF CORNER RADIUS)
from the's shoeeb to better fit
site Condition. wwor lexbel
govarhewfht orefereoce.
Cahcs-t,
Sidewalk
Toogfea* coodr.te
s.ri.bl. ssNeolk
01—
Fli. line
B
Hmesy bibbeing on
slopitg; Siff.,
B
B
Slope
�arimbl
Concrete
*144mralk
T..t.rk our f--
Te"we
var%.blfi
PLAN VIEW
TYPE 2 RAMP
CON LIK WITH SIDEWALK)
f iez cats
GENERAL NOTES
C,t,jjjs of buhttzartron, r,teraals ,no foirf,ranstap not shown an in,, d1d.1111
shall comforrt to the pertinent z.VTvireRentS of the Standard Svecificationo
and the applicable Special P'b'!sixnht.
Provo shall he built at I,' I I, flatter. Mrato vhoessoyy the 5"o-olk elevation
may be loneied to neat the high Mint on the TrI`P
Type I -A Ph,,,vs Shall have a M,cdj Sjoenalk ap.Ton and curb on both
sides
Co,b torn,
, s $hall to neasured and paid for as Concrete Side.alk and Colsi
Carib and Gutter.
n
Suit re tstullhq shall consist Of Ir"u" ingress ices inch to
Ithin in broth and ftl,lth, c,cbbled in Provide a uolf" pattern Of did'."d
'ivies
lerrihi ntoratI71tel, 11 inches in width b 1 24' ihs'ss in leb,th, With
True lIhq1h being v'rallel to the d,,,otia, of pedItlihn rose-oot This S.O.Ce
instal, In, be achieved b, "visiting -no il-li19 - tilhre of oKPAndrus -It-1
re,ol., hdstcibl mesh into the su,fa,h of the ramp While the 10ollet11 In
u plastic state
30The tuna Stroll be bardli-rd on hath lid" -hor ol the "I'd I'll I'th inchrdh
tells, Stjjce Cr with stick of a cvhtraotjbq colon Nczrrally the Mint stripe
,31tejnate ejjj be used. The irv,icrpthty or the Mb,oTt'ollt will apply this strip-
e d i'ssift'd ro the acnt'sit
IF . the brick alternate, special stroll' and r""vis-11.h,
I'b Shown .1ttlf,... in the o1oh5
Qatari of ppt14 LZVC t3on^�a teXba$4 and wprk."nEh"
not Sho h, b, thb5 drawing Pshall on,tF. T to tn.
pe..rtinent re(Kllre^ " of tM Standard $peCsf3CatYIX r
and the applicable Special Psorisionx.
Variations in the diYnsians or hoterials eho.m hereon
Shall be Permitted if they pepvid. equivalent protection
and essYerial. strength and if or'ior approval pf the
EnginCar is obtained.
Ezn Joints shall hot be placed in the bottoa of
Y.shaped ditches.
Junction S1ot,i on adjacent strips of Matting shallbe
st...... fd a minimim of 4 feet (1,219 o) aoarf.
Edges of the Erosion Mat sha11 DO iros.xsed in the ..it,
Erosion Mat shall be measured and payed for in agcor!-
ance with the Standard Specifications.
EROSION MAT OVER W
a. Only for. Fabric will or permitted o.er sod.
b. Mod Stakes for Sod may M w+itt.d by the Engineer
if the existing slopefand fail conditrons so warrant.
c. The width of Erosion Matshall always equal that
Sod width.
d. Sod strips ^.ay OF, placed either longitudinally or
transversely to the flow line of me Oitch-
EROSION RAT DYER SEEDING
Junh."On or Anchor Slots shall be at min insan intervals
of ISO feet fSO 48 of on .ran.. no to and includi', 3
percent, and 50 teet 115,24 of b,t grades ..reeding 3
pair.ot.
METHOD OF DIMENSIONING
Fw--1'PO` CX13 c�l—�7
uusY P le. > ERiCTLT Vu4 we
12" (30.5 cm) kin fox loose soils
a" t20.3 ch> kiu.. where both sod aod-oals are being used. ANCHOR SLOT
AT BEGINNING AND END OF EROSION MAT
(SEED AND SOD}
GROUND
LINE
TYPICAL SECTION
ROADWAY
SHOULDER
_TT
MEILOPE
A
-�-1
POST FLOW
TYPICAL SECTION
N$LOPE BACKSLOPE
- _
*VAR 7
SPACING I
3
420' FOR NORMAL 0' DITCH DETAIL OF DITCH CHECK
**GEOTEXTYE FABRIC
PLAN VIEW
TYPICAL APPLICATIONS OF SILT FENCE
- -- ----- 11 _......_._I , - ROADWAY
T E 0,
DITCH DXF.
INSLOPHISLOPE ----- -- -
_J M- Ia -
SLOPE I I I NFLOPS
L - j
SnULDER i SHOULDER
ROADWAY
SITUATION I SITUATION 2
PLAN VIEW
GENERAL NOTES
DETAISOF CON57RUCTION NOT SHOWN ON TOP DRAWING SHALL COHLCIRM 70
THE PERTINENT RECUTEVENIS Or THE STANDARD SPECE'!CATIONS AND
APPLICABLE SPECIAL PROVISIONS.
WREN POSS.-LE THE SILT FENCE SHOULD BE CONSTRUCTED 14 AN ARC OR
HORSESHOE SHAPE,WrK THE ENDS PO'NTING UPSLCPE TO MAXIMIZE BOTH
STRENGTH AND EFFECTIVENESS
(D CROSS BRACE WITH 2' A A- WOODEN FRAME OR ECUNALENT AT TOP
OF POSTS AS DIRECTED BY THF ENG:IFER.
kI'%M'UQ 14 CASE WRI REGURM FOLD FABRIC 3-OVERTHE WERE AND
STAPLE, OR PLACE WDE R2 INGS 04 "C-C.
03 EXCAVATE A TRENCH A VNXO.M OF 4`WDE A, 6"DEEP TO BURY
AND ANCHOR THE GEOTEXTtLE FABRIC. FOLD MATERIAL TO FIT
TRENCH AMC BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.
(D WRE SUPPORT FENCE SHALL BE 14 GAGE MN'MUM WOVEN WIDE WITH
A MAXIMUM MEDIA SPACING OF &-, SECURE TOP OF GEOTEX7tLE FABRIC
TO ICFI OF FENCE WITH STAPLES OR WIRE RINGS Ar 12' C-C,,
05 CtDTFXTII.E FAIBYC SHALL BE REINFORCED WITH AN INDUSTRIAL
POLYPROPYLENE NrrTING W-TR A MAXIMUM MESH SPACING OF N11
OF EQUAL. A PEAAY DUTY NYLON TOP SUPPORT COED OR EOUNALEN7
15 REOLII
CQ STEEL POSTS SHALL BE STUDDED 'TEE- OR 'U" TYPE WIrN A MINIMUM
WRIGHT OF L28 GESILMEAL FOOT (WITHOUT ANCHCN0, TO ANCHORS
SU;FICIEST TO RESIST PGS? MOVEMENT ARE PEOURIEDI WOOD POSTS
SHALL BE A MIN MUM SIZE OF 4- DIA. OR IF/z" X 3HH' EXCEPT WOOD
POSTS FOR GEOIEXPLE FABRIC REINFORCED WITH NE77NG SHALL BE
A AIN VIUM SIZE OF flp- A fl,- OAK OF HOKORY.
ALTERNATES A & IT ARE EOUAL AND EITHER' MAY BE USES.
TIEBACK BETWEEN FENCE
FOODFOIRSUPPORT
@
WIRE---
POST AND ANCHOR
WOOD PASTS
N
LENGTH T-Q' M.
GEONEXTILE
NYLON CORD—
PING
-T' MR. DEPTH
O<�, Y,
N GROUND
FAPPIC
SILT
SEAM
I
j (D GEOTEXIDE ,o
wpE
T
FLOW
FENCE
SUPPORT FABRIC
HITTING
SU?PORT
FLOW ERECTION
FLOW
FENCE b
P
FLOW
ANCHOR STAKE
GEOTEXTILE FABRIC
3, MIN, 381, LONG
-------
R
IN REINFORCED H
C
SUPPORT METING
GEOTEXT.I.E
SILT FENCE
TIE BACK
i-S
FABRIC ONLY
AA, (WHEN REQUIRED BY
THE ENGINEER)
YO
BACKFOL & COMPACT
ell
TRENCH WITH
EXCAVATED SOIL
@
......
BACKFILL & �OXFIACT
WOOD OR STEEL POSTS, ATTACH THE FABRIC TO
FRENCH WITH 7-HE
LENGTH 4'-0' MT,4
POSTS WITH WIRE
2'-011 M.N.MNOEPTR N
GEOTEXTLE
EXCAVATED SOS
STAPLES OR WOODEN LATH ,A
IT I." E;TN CITRUS
F AuRn,
GEOTEX7,111 FABRIC
WITH ALTERNATE
SUPPORT COMPONENTS
"'BET,
ALTERNATE "A"
NOTE(ADDITIONAL POST DEPTH OR TIE BACKS
MAY BE SECURED IN UNSTABLE SOILS
WINIMM
mxffgm�
FLAW DlRECTlON�
EXCESS
FABRIC
S.U.U. b L "J-,5
METAL APRON ENDWALLS
PIPE MIN. I H CK.
DIMENSIONS flnPheSL
APPRCT)%
BODY
DIA. (Inches)
2
A 8 H L LI US I
SLOPE
GNJ STEEL ALUM.
wl) (MAX.1 Pil") A I P/,-; 01 (D RIO I
6
21
12 _
I
- PC"
.0-4
T S
2 6
14'
2
2 1 Y,
30
2/,1lo I
Lpc,
CC21/,to
114,
I
I
IS
6
3C
19
VIC
21,tl. 1
1 PT.
24 'QVk .CI is
LE 13
f,
41
IS
3vG
49
2'/1 t 0 _ I
I PC�
'a CO VI 10 11,
lz IF
8
51
IS
60
OlIt 0 - I
I FC--
�Ic';
14 39
9
60
24
5VYt _
TO
-
2'/,tQ,
2 PC.
4L 1 115
!1, 22
69
24
11
To5U,
184
SIT T 0
I—
48 if) T n)E
19 2 T
_11
Iz
76
CA
81
9 A
V/4'I0 1
3 PC'
is IQ
IF-
84
10
851/,
102
GO, to
3 1' c.
GET
18 33
P C,_
bb DT-, Iot�
:T 36
Is-
87
ISO,
2 CID 1
-to
3 PC.
72 ,IICT
39
IS
DL
3 - FIC,
is, JOS
42
72
AT
132
IV,10 1
3 pc.
84 .109 .105x
IF 45
I
877
1
138
],S,to- 1
3-Pc.
TO To -4 �105,
13 3 r
12
a
144
1 TLO 1
G
31 PC.
v G s
19 55
17
17
87
ISO
S/,to 1
3 PC.
END CORNER
Pi ATE
DA, HOTEL FOR
nLTS OR RNETS
< C-C MAX. SPACNIG
t EXCEPT CENTER PANEL
SEE GENERAL NOTES
f
PLAN VIEW
END VIEW
LI4%i DER
REINFORCER
EDGE (SEE
(D SECTOR A Al
ERIC CORDER PLATES MAY
RE FASTENED TO APRON
PROPER BY BOLTS, RIVETS,
OR RESISTANCE TROT
WELDS WHICH WILL HOLD
THE SURFACES TIGHTLY
TOGETHER
REINFORCED CONCRETE APRON ENDWALLS
PIPE
flrcheS0
APPROX.
MW
—
T
—OfMENSfONS
A
IS
1)
E
G
SLOPE
INJ
17
2
4
24
.87,=
24
2
3 to I
15
CIA
-6
73
10
21
3_10
ITS
9
-46"
46
T3
35
3 10
21
ICY,
9
36
37'Fzl-
731/z
42
2Y,
3 16
L .
L.
3
911i
_�13�/,
'30_
'73S,_
48
3
3 to
7 7
3TA
1011�
1
A 9
24
T3CA_
54
Y/i_
3 to 1_
36
3
F�
IR �o
t3V,
60
3V,
3 to I
36
4
_jZ
15
6 _G
34ys_
9TY4
72
4
3 to I
412
4'11,
21
F8_
CIVZ_
3-1tv 1
48
1,
24
IS
_35
26
9EF,
814
F to I
54
5/,
ZT
61,
33/4,135
W/A
S'/I
2
A� 4
So
39
-too
9?
'so-
96
-
5
2 to I
60
6
30- �D
A 1 6
61/2
99
102
5v,
2 to I
F2
7
Z4-36
78
21
99
108
6
2 to I
la
VO,
24 - SC'
76
N
99
114
63z
84
a
36
gov,
21
DIV,
120
6V,
1L,10 I
1
D4
IIY/
13 2
BY
1'1710 1
P R
_T
I ICE PLATE (SAME 7PUKN
ALF METAL AS APPOIRSPALL
BE FHPNISPED WHEN CALLED
FOR ON THE PLANE
SIDE ELEVATION
METAL ENDWALLS
I
*MIC MUM
"MAXIMUM
OPTANAL
PFAGN
D
E
F
T
PLAN
I I/," R -
END VIEW
GROOVED 041, 04 OUTLET END SECTION
TODDLE END ON INLET END SECTION
CULVERT T\T', \E,
SLOPE
T
MEASURED LENGTH END SECTOR
R
0 A R S
F CULVERT ITO
NEAREST FOO11 BAR OR STEEL. FABRIC
REINFORCEMENT
LONGITUDINAL SECTION
G WIDE, 12 CA, (0.109"
TRCX) GALVANIZED STRAP
WITIt STANDARD 6" X 1171,
HAITI) BOLT ADD DUE
THREADED LR" MI ROD P�PT
AEALUiGD CULVERT A THIOUGH CONNECTOR
TACK TYFF CONNECTOR LUG
GO ALTERNATE CONNECTOR
STRAP (SEE DETAILI
MEASURED LENGTH
NGTH
OF CULVERT
�v
TYPE I
OR 12' 1 PRO FA' CORR, FPEL
THREADED 7,,' CIA, ROD
OVER TOP OF APRON, SIDE ROD HOLLER
LUGS TO BE RIVETED 10
APRQ4
NEASURN) LENGTH
OF CULVERT SO
TYPE 2
FOR 30' THRU 9E' CCRFU TIRE
MEASURED LENCLENGTH--,-REQUIREDC(,UPLING F34ND
'
OF CULVERT
CmeR`C7(DT
SECTION
CONNECTOR SECTOR
TO BE PAID FOR AS
PART CF END SECTION
TYPE 3
FOR 42' TPRU 96" CORR. ADS
RIVETED OR
BOLTED
DIMPLED OR CORRUGATED x 61
COUPLING BAND BAND BOLTS
RIVETED OR BOLTED AT MEASURED
DIMPLES (6'" C C 6OR T ENGIR
✓
CORRUGATED BAIND OF CULVERT
v
TYPE 5
ALTERNATE FOR:
ALL SIZES CORRUGATE[) CIRCULAR PPE
NOTE: DIMPLED BAND FITS OVER OLUSTOK OF ENDWALI_
AND CORRUGATED BAND VIES USUE ENDWALL.
DIMPLED BAND MAY BE USIO WITH
CORRUGATED PRE,
FOR URCUMFERENIALLY CORRUGATED PIPE UGE
F)NOWALA CONCECIII)IN DIRTHIS L2,3 OR 5
AS APPLICABLE.
FOR HELICALLY CORRUGATED PP@USE ENDWALL
CONNECTnN DETAILS 1,2 OR 5.
FOR HELICALLY CORRUGATED PIPES WITH TWO
CIRCUMFERENTIAL. CCG'YJUA11GFTS AT EACH END
USE ENDWARA CONNECTION DETAILS L 2 GET 3.
CONNECTION DETAILS
TE�6A LA. SrFEA OR
'0
OZ�: I�K 1tCv Num
APRON
'%a-TGA.RWEIE SPACED
CONKALL.
b" Cc
E1 E7 5/t
0,EE A 0.079 TT4CC1 GAL V.
STEEL OR OJIM' 1WCO ALL)%
TIJBINGISLICT'LO OVER PLEI
AND RIVETS PIRICR 10 FASPI-
CAtIQN.OF TP,' END SUCTON
GNI STEEL OR
ALUM.RLTITOION,AO RIVETS
SPACED AT 6" C C. OVER-
.7 0 FA' D'
LICS,R L� RNt r - 0.78"
jo
CUT, OF APRCFC
SIDEWAL, SHEET
EDGE OF SETVINALL SPEET
M'NMUM '/,'DIA.C4LV,SrEEt ROD
HOLLED SNUGLY AGAINST
SIR NOLA GALV.RUNFORCING BAR
STEEL R09
4=2z
LI
I" LY- LAPPRou
mffijfffl1
GENERAL NOTES
DETAILS TO CONSTRUCTICIG MATERIALS AND WORKIJANSPOP NOT SHOWN ON
THIS DRAWING SHALL CONTORAI 70 THE PERTINENT REDIEREMENIS CR THA
STANDARD SPFCTICA71ONS AND THE APPLICTIBLE SPECIAL PROVISIONS.
CONCRETECULVERT ENDWALLS MAY NOT FF UELD WITH GALVANWED STEEL
OR ALUMM CULVERT PIPE OR VPE VERSA. GALVANIZER SCHCEI OM
AtUVNUM ENDWALLS DRILL NORMALLY BE INSTALLF0 ON CULVERT PIPE
CF T4 SAME METAL
ALL 10=-E FILE STEEL APRON ENDWALLS FOR 60- CAUETER PITIE AND
LARDER SHALL HAVE 0.109- SIDES AND 0,118" CENTER `RrALShl.t
THREE PIECE AIDIVIRIJU ARBOR ENDWALLS FOR 60" DIAMETER PEE AND
LARGER SHALL HAVE 0.105' SIDES AND 0.134- CENTER PANELS. THE'.WUTI4
OF CENTER PANELS SHALE BE GREATER THAN 20 PERCENT OF THE PIPE
PERIMETER.
LAP SLAMS SHALL BE NuHTEY JO'NED BY GALVANIZED RIVETS OR SIX TO
VUQ STELE UNITS AND ALUMINUM RIVETS AND BOLI$ €OR, ALUMINUM UNIIS,
FOR THE 60, THROUGH 9601AvLTCR APRON FNGWALj_ SIDES. THE RET14FORCED
Er,GFS AND GTHTER PANEL FFAMS SHML BE FUR7KIS RET'SCRCED WITH
GAIiVANIZED STEEL OR ALUM'NUM STIFFENER ANOLEs, Tw ANGLES SP4u BE.
ATTADIED By GALVANIZES RUTS AND BOLTS FOR STEEL UNITS ADD ALUMtIUM
NUTS ADD BOLTS FOR ALUMINUM UNITS.
wpERF TWO OR MOPE PIPE, WITH APPOR ENDWALLS FEE f..`PG ADJACENT
TO EACH 0IFIFF4 THEY SHALL.. BE SEPARATED BY & OTETANCE SUFFICIENT
TO PROVOF A MN:QUXI CLEARANCE OF 6 MCPSO BETWEEN APTION ENDWALLS,
(DI OR PPE SIZES UP TO 60-OHMIITIPA 180- ROLLU) EDGE MAC BE USED
INSTEAD OF STEEL ROD PEETFORCEMENT, FEE SECTION A A
APIRWENDWALLS FOR
CULVERT PIPE
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED '-'7
D47/117 t 0— Wj—
EATF ,,rE D. CCI'I
num"NaMmImpril
LAST iNTERSECTICN
T- PRIOR TO CLOSURE
2,
CI OCRS
Y W2D- T ROAD
ore77 CLOSED
RO-2
4CAD \ Y OS
al SED >
W20 3
[C:R�0 ljD 7-
LOSE
CLOS Dl Il
A'aow
W20-3
< Ct.DIS\ED'
" />
AD
LAST HIELOHCT
PRIITL 10 CLOMP,
W20-3
DETAIL 1
(NO ACCESS TO PROJECTS
12-.11,22
TU! 3 t
KID
i
MTRX TIN
)DEAD
G? 0 2
LROID C% SS�j
ff�
rN
ATA
(PUBLIC CROSS TRAFFIC LAAINTMNED.
NO ACCESS TO PROJECT).
[-ASI PUEOfC ROAD NdTERSECI` TO
I'RCLY TO CLOSURE
Q) RIJ-4 TTI-2 (A)
LAO
CLOHD
SEE DETAIL
y
-------------
O_ITAN7F To
CE ..... . EELS, 5"o,
POAU (S)
ON�-NAY TYPE V
ED AD OA CLOSE A' OCLOSDEF�D CLOSEE
1, T
M FT F! PESO ;ED OYPICAE�
WASN NG L,GHT
0_3 W20-3
I
0CMETUN
W20-1
A,
So
DETAIL 3
(PUBLIC CROSS -TRAFFIC MAINTAINED, CONTRACTOR,
LOCAL BUSINESS AND RESIDENT ACCESSL
'*TWO-WAY
TYPE -A' WALLIZNG
,tGHTS HFOURED
EDGE cv sHmlCCp
m
LTTALS Cr TRAEPICCNIPCL DE/ S AND 7Lv_EL LOCAIT!"N NO! S1100IN GOOAWINll
SIA,1 CCCR9 TO H RNNEN; R-Duj-OTS Or SY4 PJANT,�� 'H� MESS TRAEr�",
CCNT it S P P(LLHSSPFCCAMPS AULT CrNTR,AC%
STS AN) BAR1,CAil F LQCAS MAT RE AQ,METED TL TIE, F:-(D AS OTeECTUD BY 7HE
GWITH
A NY CY� 7 ��L, TR,,Vv!- S'SNS THAT COCONRUCT i-D AORK Sw,�LL BE COVERED
-15 G,'ECEED BY TITEP '+ Li STOP' CR OIHR PEGU,ATCqY SIC,14S CH TPE On
ROADS Sll-�_L NOT BE COSTU-IM-D, EXCEPT we O L ' "cfss,,.?Y To cOAA-LETS TH WORK, THE
C�GNS VILSl THTN BE VVEDSAYIELT RFEST.'LCLISIL`D
At(. 7YPL ;MARBCADS YLIALL VATS RAT,S PL_LECTC',AZFD ON 807f+ TAC TPEES SHALL
_ r
PFACPFLy SLOrED LEMI TOAARD AT THE TE SO S,-,-, OR AILL 0 N S SPOWN ", , D CLOSURE
BAPPETYli - TER TL'_� RO-O CL(bUP',S. TM_ A'LOW NT,,NWY R_kSk',', WARNO'6
L'GWF5 Y`IA�L BE ,F CIL B07H ElPS CE TV' LEARMCAG,
TH_ 4011) METE O,'N lRI12), ESAU TLOSM--_ vLFS AIAF) S!GTI (Ri13)HD ROAR
C Y
LO-ED TO 74�RIJ TRALHO S`L,TL (41SIHALE N, 6TACO ET C-Zy TO 7LIE 701 RAIL OT TH'
f fP- BO4DIAE)7. id OEM TPIS SHAIA T COVE,IT MPTLE R_`I.
TY911- H'RF[ECTIVA SP',ETPG SHAIL BE USED TO ALL BAIMCAC,.5, TYPE 1. IAND 'l, AND
CO ALL R11-2, All T AND R11-4 SDNT
il-05OS SHALL 6c 4'J'X 4S'UOLLS5 OTH�RVSE NOTED BELOW.
P,11-2ROAD CLQSLf , SHALL BE 4alx 301.
R3D Ril 4 SG HALL BE VE' X 30%
52C Z STGOS SHALL BE 60'X 24%
(D TWO WAY LK',"75 SHAIA BE PODWDED ON NE CENIER BARMCADE ANY AT LEAST CNE
WAR LICHT SHALL BE PRO SO EACH 0'" IHE OTHER BARRCADES MTHN THE R040WAY
T!VIFSPlAONG Cw TL, WARNNG LIGHTS SHALL P'l UNFOMA TO THE EDGE 01 ROADWAY
As SHOKII.
02 THESE E%NS AND BAPPTADES ARE NOT R,3UPEO Pa ROAD CLQSUTEEPEGT6 AT INTEESF.CTION,
(S) FOR 70A'D CLOSURE 61111 LOCAL ACCiSS TO PROJECT. SEE LATO CLOSURE BAFROADE 017AU.
-2,—
att
rOR ROAD C[_OSI)° WITH-0,11 LOCAL ACCESS TO PRCCMCT, SEE ROAD CLOSL-71,' EARRICADD DETAIL.
(D CNE-WAY LKHTIS SHALL. BE PROWDED SO ALL 60VSPLCE 4ARONG SVO, 714L 0;1 , Y SHAH
BE POBMG'.'D SUCH THAT 7P LIGHT 10URCE JS OUISME THE !LGTY FACT 4L"J) AT THE To�'
C- THE SIG",
ROAD
LEGEND
CLOSED
POST MOUNTED WAR. N, SIGN
TYPE MBARRICAPES WIIH TYPT` W
R[Ft,ECTNE S-EETN,,
TYVE A' LOW N`UEjH,lLY FLASHN'.
0 WARN G13, fGH! frCR NGHT UTSS
= WORK kr"A'
V N, EDGE Or SPOULDFR
APPROACH VIEW
ROAD CLOSURE BARRICADE DETAIL
TWO-WAY
LITFE� TRAFFIC
RS-4
tjCHTS REML7ED
QEFSET BAPPIKADES 50'
AS SHOWN N DETAH, 3
APPROACH VIEW
LANE CLOSURE BARRICADE DETAIL
50.L), 15 U 2-2.
Treated cost -* `� ATewimn eu^ sxlvanirsd Treated oast
-Treated 2 . 6 "Y / ply wd MMls. f'"�r .^'`r Mprox. 10•
Exfsrior tyva
treated plywemd
or atal panels
14 ")tin uj
Pe -drill 2 x 6 to1" Brds cr " $ Boards Poe 2;• ails
olywoad wrmis Plysxod use 11, nails Tnatd 2 x 6- pr®vent sgili¢tsng.
TREATED M BOARDS. RANDOM FSDTN. OR TREATED PLYWOOD PANELS
TOP VIEW
Treated Post _
No. la xa• Alnainsr
Stoat Natal.. Scress, Sod (5 J') Spikes. hat dip Exterior type
Trwtd 2 x 6 /}. 1 in mach v8114Y galvanized. 6 bar splice. treated Ply
(�("n 20' lengths of 2 x 6 der astal Palm
sF �•{` rare -xilYila stagger sPliva)
12
Pawl. width a. aho"n on olaru_
Treated post
No. 12 x1- Aluairxa
Sheet metal Sasses
2 x 6 J ( awry fourth valley
d 1 Paul sidth _
u sham m Plans
d . depth
3 Allaabils •macs betwwn
.11 random width bards
ll
I
D,
oil
'
1
4 tAyprox. 10'
Treated 2 x 6
(H�IfT1
1 � I
2
�,
f B
I
6• ilex, i B�1'
4 " Treated wood pat 6" r f Treated wood Pat
I B Ih �C6• r too x 8' lag ° t 1 7' ♦ too x W lag
#'"--spaced 10'-0' C-C. q i h..-.spaced W-O" C.-C..
fi t I I (fkaindl 6"x6• Post ,0A
t B (t4asiPal 6'x10, Pat
1 optimal) i o f optimaal
�Grds A concrete t B I
�...,�.,.I faptirg (Sea Table) I L—J s,_Gzda A concrete
B B footing (Soo Table)
Fill too of oat tole with„/' '
topsoil or existing soil.
TYPE b TYPE 8
(111ustratim tend. width bards) (111u5trating plywood mania)
EES
A
m
�6
z 9•
V -9"
6' h
TSw1W wp
7° 6 too x
I
1 I I spaced 10
I
®®ii
it 1
V" (Nominal 6
I
B 1 I wtiael)
ad
TYPE 10
(Ylluatxatirg corrugated sets#)
0 ton
Gras
Treated boards
rw,*. Rxdth \
d post i
IV lag
O' C•C.
x8, Post
a to 1°
Gran
r m•
1W POST 71ACIG OR LESS
BlM VELOCITY 90 KII ES PER H&M.7f
Haight
Hard
Nedim
Lass
of
-P
Clay
Clay
Sad
D.
"0.
.0'
Fence
18
30
37
U
6'
24
25
32
37
IB
39
49
58
8'
24
33
41
49
36
26
33
39
18
52
65
TZ
W
24
44
55
61
36
35
44
48
19
57
T2
86
12'
24
48
61
72
36
39
48
57
W . Dissenter of footing in imhes.
'D• . Betio of footing, in inches.
B--Peel Led Joint
Treated wood post
7" " Hop x 16, long
L spared 10'-0' C-C.
i (4minal 8-s10, met
optional)
I
�_Grde A concrete
I forting (Saw Table)
TYPE 12
(lllustxating ribs mtel)
Sidalap fastening 12' C•C (Ndx,)
color -matched hex head - No. 14 x
4° sheaf, mtalscree..
GENERAL NOTES
Entails of conatimum, material. and wrk..0'shw roe
this drawing shall. confo s, to rewirsmmnts of toe Stars1srd
Spcifiatioa and Special. Provision..
All. screen facas are d"sigoated on the plans as "Screen Fence
6-13", "Scram Fens 12-W, etc. The first digit indicates the
!right of Panel used, and the f'llaing letter indicates the
the of Panel used.
°N" = Alusines Pawls, or steel panels, rprrugetsd„ ribbed.
sculptored, flat or other type as specified m tie
plans or Spacial Provisions '"11 here a .imam
thickness of 0.032 for alumina and 24 gags for steel
"I'..'therwise sosoi fied in the Special Pxwisim..
All steel cancels .hall have a finish and color as
specified in the Sacial Provisions.
Treated plywood panels, axteri'r grad".
"®^ , Treated boards, r width. 4, to 10,.
Electrical groceps: Cooper clad gra✓+d rod i' x 8'-0". Each
seotim of the fence .hall haw at lest or'rand rod with
a No. 6 mire solid earductor festewd to the red a 3 metal
fence.
Top of .aerate footing shall be 6 inches beige existing
'road ad slops every frcr the Post.
d • depth of anal ribs or corrugations
7 d �Ir
6, ..g•-
0 3.
FLASHING END FLASHING
**f8rn the gradient is
0(Aegle as ra irad)
not level„ the tog
oag shall be 4 feet
Corder 8 End Fleshings are attached to Peels
lag or the sar
drag both taw ds pawith W. 12 x-' self -
width as the Ply-
drilling screws locetd 16" C-C.
.cod panel.
CROSS SECTIONS OF FLASHINGS
FOR METAL PANELS
Dad' 'roans for
3.
plywood
j R i 1 It 2
I f i 4
l l !
t
B o
$4" Galv.nized
nails 12' C-C
5, Smut fire
center is of
treated 2 x 4
pmoruffmm-
I
i— ----- -- — -----
7
7
—11-4 1 —1.
LIE -L! f
TYPE I
yl-
L
VJ -
TYPE 2
umam
mg• 19 l
DE Al C' NSTALLATUN, fAVERIALS Ar;o W07KVANSH-1 NOT SIOWN ON TwS ORWNG
SHALL CONCRM 1O TPE P-ft[`�V-NT RECUREVEWS 01 TPE STANDARD SPEC:FICATJCNS AND
APPLICAeU SPEML PROV1SfONS,
W, LETTERS AND ARROWS SHALL BE WHf7E AND REFLECTORISSO.
2'-tO
TYPE 4
S.D.D-.15 C 7-1
SHOULDER f,:%'""-'-' EDGE OF TRAFFIC LANE
EDGE LINE MARKING )WHITEY
CENTER LINE
MARKING (YELLM /
4 NO PASSING MARKING
(YELLOW)
_ = CENTER LINt I. _
F — I— ._ :
r 1 )" 4- t efz.
4. s 1/,
2" z T"
SHOULDER
CENTERLINE
4'CYELLOW)
FURN'.NG LANE. LINE—,"
4" (WHITEb
EDGE LINE MARKING
EDGE OF TRAFFIC LANT_
OF TRAFFIC PLANE
SHOULDER
EDGE LINE MARKING (YELLOW)---' l^��
_ LANE LINE NOTE ALWAYS LEFT OF CENTERLINE -_
MARKING (WHITES IN THE DIRECTION OF TRAFFIC''�/�,;/
„C.__ ..CENTER LINE '_._._....__. _._.. _.___..-----._
SHOULDER
NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC
END MARKING AT
POINT OF CUVRATURE
2
1
RIGHT TURN LANE
NO -PASSING LINE (--......: _
WHEN REQUIRED
a
MAJOR INTERSECTION
EDGE LINE MARKING (WHITE)
EDGE OF TRAFFIC LANE
ONE WAY TRAFFIC
Q EDGE 'LINE
®.o --- 4" (WHITE}
CHANNELOING
LANE LINE
B" (WHITEp
y • a. y r • . r T..
LINE
SMOULDER -- EDGE OF TRAFFIC LANE
3
1Qg�- l
CENTER .LINE _ .!-
LANE LINk 4ARKING f CENTER LINE MARKING (ll
(WHtTEI _.... .___(YELLOW)
ONE WAY TRAFFIC TWO WAY TRAFFIC
EDGE OF TRAFFIC LANE
GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO STANDARD
SPECIFICATIONS AND SPECIAL PROVISTC4S.
EDGE LINES SHALL. BE OWTTE.D THROUGH INTERSECTIONS, EDGE LINES SHALL BE CONTINUED
THROUGH DRIVEWAYS,
Op� L WHEN DISTANCE 'A" 15 LESS THAN 250 FEET, OMIT' TURNING LANE MARKING.
Q WHEN DISTANCE "&" IS LESS THAN TOO FEET, OUT CHANNELOUNG LANE LINE,
HALF CYCLE LENGTHS 125`01YUH Z'U:N:VUM STRIPE LENGT14S SHALL BE PROVIDED ON
ROADWAYS (INCLUDING TEMPORARY TRAVELED WAYSIWITH REVERSE CURVATURE, CURVATURE
OF OVER 5 DEGREES OR WHEN OfRZ.CTED BY THE ENGINEER TO MARK UNUSUAL. ALIGNMENT
OF THE TRAVELED WAY..
CENTERLNE.
4'EYELLOWI
------� CENTER LINE MARKING
BEGIN MARKING AT P.C. -y
EDGE : ENE__
MARKING E.ND MARKING AT P.C.
MINOR INTERSECTION
NOTE: WHEN APPLICABLE,INCLUDE SOD IbCB-4p WITH
THIS DRAWING IN PLANS.
3010