general notes - lafayettetownship.org
TRANSCRIPT
DIGGERS HOTLINEDial or (800)242-8511
www.DiggersHotline.com
WISDOT/CADDS SHEET 42
EHWY: COUNTY: TYPICAL SECTIONS
PENTABLE:Wisdot_shd.tbl walderak 1:100U:\42-0995.00 - Chippewa Co - Tn LaFayette - 195th St\RDWY\420995 ty.dgn
22
PROJECT NO: SHEET 7863-00-71 195th STREET
UTILITIES
EXISTING TYPICAL SECTION
NATURAL RESOURCES CONTACT:
WISCONSIN DEPARTMENT OF
DESIGNER
**DENOTES UTILITIES THAT ARE NOT DIGGERS HOTLINE MEMBERS
GENERAL NOTES
SUITABLE FOUNDATION FOR SUBSTRUCTURE UNITS.
AND COMPACTION OF ANY FILL MATERIAL REQUIRED TO PROVIDE A
EXCAVATION FOR STRUCTURES SHALL INCLUDE FURNISHING, PLACEMENT
INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN.
SHOWN ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY
THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS
DIRECTED BY THE ENGINEER.
EROSION CONTROL ITEMS TO BE PLACED AS SHOWN ON THE PLAN OR AS
OF THE ENGINEER.
NO TREES (AND/OR SHRUBS) ARE TO BE REMOVED WITHOUT THE APPROVAL
BY THE ENGINEER.
ROADBED, SHALL BE FERTILIZED, SEEDED AND MULCHED AS DIRECTED
DISTURBED AREAS WITHIN THE RIGHT-OF-WAY, EXCLUSIVE OF THE
ASPHALTIC REMOVAL IS INCLUDED IN THE ITEM EXCAVATION COMMON.
AS DIRECTED BY THE ENGINEER.
THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE MATERIAL
OF THE LAYER SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL
MEASURED FOR PAYMENT BY THE TON, THE DEPTH OR THICKNESS
WHEN THE QUANTITY OF THE ITEM OF BASE AGGREGATE DENSE IS
715-834-3161
ATTN: CHRIS McMAHON, PE
EAU CLAIRE, WI 54701
3433 OAKWOOD HILLS PARKWAY
AYRES ASSOCIATES
(SOUTH APPROACH)
(NORTH APPROACH)
EXISTING TYPICAL SECTION
CHIPPEWA
CHARTER COMMUNICATIONS
1201 McCANN DR.
ALTOONA, WI 54720
ATTN: SHANE YODER
715-831-8940 ext. 51113
`
30-INCH TYPE D (TYP.)
CONCRETE CURB & GUTTER
0.5'
4:1
11'\ - 12'\ 11'\ - 13'\ 2'
4%
2'
1'
TYP.
4:1
0.5'
4:1
2'
4%4:1
`
30-INCH TYPE D (TYP.)
CONCRETE CURB & GUTTER
0.5'
4:1
2'
4%
2'
1'
TYP.
4:1
0.5'
4:1
2'
4:1
2%2%
ASPHALTIC SURFACE
BASE AGGREGATE DENSE 1 ‚-INCH
ASPHALTIC SURFACE
BASE AGGREGATE DENSE 1 ‚-INCH
AT&T
304 S. DEWEY STREET
EAU CLAIRE, WI 54701
ATTN: RICK PODOLAK
715-839-5565
4'\
4%
4'\
ASPHALT SURFACE SHALL USE •" NOMINAL AGGREGATE SIZE.
NAVD88(2012).
ELEVATIONS SHOWN ON THIS PLAN ARE REFERENCED TO THE DATUM
BY THE ENGINEER.
WITH A MONUMENT TO BE INSTALLED BY THE CONTRACTOR AS DIRECTED
THE DEPARTMENT OF TRANSPORTATION WILL FURNISH THE CONTRACTOR
INTERCEPT WITH THE ORIGINAL GROUND SHOWN ON THE CROSS SECTIONS.
SALVAGE TOPSOIL SHALL BE PLACED ON THE SLOPES, TO THE POINT OF
TOWN OF LaFAYETTE
5765 197th STREET
CHIPPEWA FALLS, WI 54729
ATTN: DAVID STABER, CHAIRMAN
715-723-7692
EXISTING ` OF 195th STREET
EXISTING
EXISTING
EXISTING ` OF 195th STREET
XCEL ENERGY
1414 W. HAMILTON AVE.
EAU CLAIRE, WI 54702-0008
ATTN: CORISSA SEELY
715-737-4097
ATTN: BRADY GARDOW
715-737-1450
715-520-3976
715-635-4229
SPOONER, WI 54801
800 WEST MAPLE STREET
AMY CRONK
2.9% MAX.
2.9% MAX.
11'\ 11'\
TOWN
TOWN OF LaFAYETTE, CHAIRMAN
5765 197th STREET
CHIPPEWA FALLS, WI 54729
ATTN: DAVID STABER
715-723-7692
CP
CPNAIL
CPNAIL
CPNAIL
BM
BO
LT 907.6
7
LIG
HT
18" PCP
SP
RIN
G
MH
30"
BOAT RAMP
N
PENTABLE:Wisdot_shd.tbl WISDOT/CADDS SHEET 42
EHWY: COUNTY:
walderak 1:100U:\42-0995.00 - Chippewa Co - Tn LaFayette - 195th St\RDWY\420995 cd.dgn
22
PROJECT NO: SHEET 7863-00-71 195th STREET CHIPPEWA
B-9-305
STRUCTURE
PAIN
T
CR
EE
K
26+00 27+0028+00
` OF 195th STREET
(B-9-40) TO BE REMOVED
EXISTING STRUCTURE
LAKE WISSOTA
ADJUSTING INLET COVERS
ADJUSTING INLET COVERS
PLACE SSPRC CLASS III 18-INCH
REMOVE EXISTING 18" OULET
906.76MATCH
MATCH 906.73 906.42
906.42 906.09
906.09
12'
12'
12'
12'
904.54
904.48
MATCH
MATCH
904.48
904.15
ELEV. 904.15
ADJUSTING MANHOLE COVERS
CONSTRUCTION DETAILS
CURB & GUTTER GRADES/STORM SEWER
STORM SEWER
CONNECTION EXISTING
IP
CPNAIL
CP
CPNAIL
CPNAIL
CPNAIL
CPNAIL
CPNAIL
CPNAIL
CP
RTIE
PK
NAIL
RTIE
PK
NAIL
RTIE
PK
NAIL
BM
FO
UN
D SPIK
E904.6
7
RTIE
PK
NAIL
RTIE
PK
NAIL
RTIE
PK
NAIL
BM
BO
LT 907.6
7
BM
RR SPIK
E914.7
9
SEP
V
48
SEP
V
LIG
HT
48
48
18" PCP
30"
GU
Y
SP
RIN
G
MH
PO
ST
SEP
V
18" PCP
SEP
V
PE
5"
MH
8"
SEP
V
6"
SEP
V
30"
GV
30"
BLDGBLDG
BLDG
BLDG
BLDG
BOAT RAMP
PENTABLE:Wisdot_shd.tbl walderak6/25/2018 1:49.9999U:\42-0995.00 - Chippewa Co - Tn LaFayette - 195th St\RDWY\420995 eros.dgnWISDOT/CADDS SHEET 40
HWY: COUNTY: ECHIPPEWA PROJECT NO: SHEET 7863-00-71 EROSION CONTROL SCALE, FEET0 25 50
LAKE WISSOTA
CR
EE
KP
AIN
T
XCEL ENERGY
EXISTING R/W
LAFAYETTE
TOWN OF
N
EXISTING R/W
LAFAYETTE
TOWN OF
195th STREET(ASPHALT)
AT&T
195th STREET
END PROJECT
STA. 28+00
X = 201570.09
Y = 124256.16
BEGIN PROJECT
STA. 25+50
X = 201485.76
Y = 124020.83
SLOPE INTERCEPT
B-9-305
STRUCTURE
(B-9-40) TO BE REMOVED
EXISTING STRUCTURE
QRT. LIN
E
QR
T. L
INE
33'
33'
INTERCEPT
SLOPE
22
.28 .38
.41 .56
.25 .30
.32 .40
.30
.38
PAVEMENT:
HYDROLOGIC SOIL GROUP
SLOPE RANGE
(PERCENT)
0-2 2-6LAND USE: 6 & OVER 0-2
A B
2-6 6 & OVER
SLOPE RANGE
(PERCENT)
SLOPE RANGE
(PERCENT)
C
0-2 2-6 6 & OVER
SIDE SLOPE- .25 .27 .28
TURF .32 .34 .36
SLOPE RANGE
(PERCENT)
D
0-2 2-6 6 & OVER
ROW CROPS .08 .16 .22 .12 .20 .27 .15 .24 .33 .19
.22 .30 .38 .26 .34 .44 .30 .37 .50 .34
MEDIAN STRIP- .19 .20 .24 .19 .22 .26 .20 .23 .30 .20
TURF .24 .26 .30 .25 .28 .33 .26 .30 .37 .27
ASPHALT .70 - .95
CONCRETE .80 - .95
BRICK .70 - .80
DRIVES, WALKS .75 - .85
ROOFS .75 - .95
GRAVEL ROADS, SHOULDERS .40 - .60
2
SILT FENCE
LEGEND
EROSION MAT CLASS II TYPE C
TURBIDITY BARRIER
HIGH WATER EL. 897.2
TOTAL AREA EXPECTED TO BE DISTURBED BY CONSTRUCTION ACTIVITIES = 0.237 ACRES
TOTAL PROJECT AREA = 0.446 ACRES
RIPRAP HEAVY
LAFAYETTE
TOWN OF
EXISTING DOCK
CP#8
BM#3
CP#7
CP#6
CP#3 CP#2
CP#1
CP#4INTERCEPT
SLOPE
CP#5
INTERCEPT
SLOPE
` OF 195th STREETSHORING
TEMPORARY
RIGHT-OF-WAY.
ARE TO STAY WITHIN ROADWAY
EROSION CONTROL MEASURES
NOTE:
CHARTER COMMUNICATIONS
XCEL ENERGY/
IP
IP
IP
25+00 26+00 27+00 28+00
29+00
30+00
PI 2
4+64.2
5
PI 3
0+30.4
6
PT29
+71.7
5
PI 2
8+58.19
PC27
+43.8
8
3
WISDOT/CADDS SHEET 42
EHWY: COUNTY: MISCELLANEOUS QUANTITIES
PENTABLE:Wisdot_shd.tbl$PLOT NA walderak6/25/2018 1:10U:\42-0995.00 - Chippewa Co - Tn LaFayette - 195th St\RDWY\420995 qn.dgn
DETAILED SUMMARY OF MISCELLANEOUS QUANTITIES
LOCATION
LOCATION CWT
LOCATION
LOCATION
LOCATION
LOCATION STA
LOCATION STA
LOCATION
LOCATION
LOCATION EACH
EARTHWORK SUMMARY
STATION
*NOTE:
*
FILL
SILT FENCE
TOTAL
LOCATION
CY
CY CYSY
627.0200 MULCHING
630.0200 SEEDING TEMPORARY
LB
SY
201.0105 CLEARING
201.0205 GRUBBING
630.0120 SEEDING MIXTURE NO. 20
629.0210 FERTILIZER TYPE B
SF
LB
CY
WASTE
3
LOCATION
** ** P
LOCATION LF
PROJECT NO:
LOCATION
455.0605 TACK COAT
GAL
625.0500 SALVAGED TOPSOIL
634.0612 POSTS WOOD 4x6-INCH x 12-FT
ALL ITEMS CATEGORY 0010 UNLESS OTHERWISE NOTED.
LOCATION
CONSTRUCTION STAKING
CATEGORY LS
CONTROL
SUPPLEMENTAL
650.9910
LF
STAKING
SLOPE
650.9920
SY
690.0150 SAWING ASPHALT
LOCATION
305.0120 BASE AGGREGATE DENSE 1‚-INCH
TON
SHEET
SY
628.6005 TURBIDITY BARRIERS
LOCATION LF
BALANCE POINTS.
SHRINKAGE FACTOR, SEE PLAN SHEET
FOR BORROW EXCAVATION QUANTITY AND
EXC. COMMON
205.0100
BORROW
208.0100
LF
MAINTENANCE
628.1520
LF
628.1504 LOCATION LF
LF
SUBGRADE
650.4500
LF
BASE
650.5000
7863-00-71
LS
B-9-305
STRUCTURE LAYOUT
650.6500
LF
CURB & GUTTER
CURB GUTTER AND
650.5500
LOCATION LF
601.0411 CONCRETE CURB & GUTTER 30-INCH TYPE D
LOCATION
602.0405 CONCRETE SIDEWALK 4-INCH
LOCATION
LOCATION
513.2000 RAILING PIPE
LS
SF
LOCATION TON
465.0105 ASPHALTIC SURFACE
CHIPPEWA195th STREET
628.2027 EROSION MAT CLASS II TYPE C
637.2210 SIGNS TYPE II REFLECTIVE H
EACH
STORM SEWER
650.4000
LOCATION LF
690.0250 SAWING CONCRETE
204.0150 REMOVING CURB & GUTTER
LOCATION SY
204.0155 REMOVING CONCRETE SIDEWALK
LOCATION
204.0245 REMOVING STORM SEWER (SIZE)
LF
608.0318 STORM SEWER PIPE CLASS III 18-INCH
LF
LOCATION EACH
611.8115 ADJUSTING INLET COVERS
LOCATION MGAL
624.0100 WATER
LOCATION
638.2602 REMOVING SIGNS TYPE II
EACH
LOCATION EACH
638.3000 REMOVING SMALL SIGNS SUPPORTS
LOCATION
SPV.0105.01 INSTALL DRY HYDRANT
LS
LOCATION EACH
611.8110 ADJUSTING MANHOLE COVERS
646.1020 MARKING LINE EPOXY 4-INCH
LOCATION
628.7504 TEMPORARY DITCH CHECKS
LF
LOCATION SF
637.2230 SIGNS TYPE II REFLECTIVE F
LOCATION
SPV.0060.01 CONNECTION TO EXISTING STORM SEWER
EACH
CPNAIL
CP
CPNAIL
CPNAIL
CPNAIL
CPNAIL
CPNAIL
CPNAIL
CP
RTIE
PK
NAIL
RTIE
PK
NAIL
RTIE
PK
NAIL
BM
FO
UN
D SPIK
E904.6
7
RTIE
PK
NAIL
RTIE
PK
NAIL
RTIE
PK
NAIL
BM
BO
LT 907.6
7
BM
RR SPIK
E914.7
9
SEP
V
48
SEP
V
LIG
HT
48
48
18" PCP
30"
GU
Y
SP
RIN
G
MH
PO
ST
SEP
V
18" PCP
SEP
V
PE
5"
MH
8"
SEP
V
6"
SEP
V
30"
GV
30"
BLDGBLDG
BLDG
BLDG
BLDG
BOAT RAMP
930
920
910
890
880
870
860
940
930
920
910
900
890
880
870
860
PENTABLE:Wisdot_shd.tbl walderak6/25/2018 1:49.9999U:\42-0995.00 - Chippewa Co - Tn LaFayette - 195th St\RDWY\420995 pp.dgnWISDOT/CADDS SHEET 40
5
5
HWY: COUNTY: ECHIPPEWA PROJECT NO: SHEET 7863-00-71 PLAN AND PROFILE
940
900
SCALE, FEET0 25 50
EXISTING ` PROFILE
LAKE WISSOTA
CR
EE
KP
AIN
T
XCEL ENERGY
EXISTING R/W
LAFAYETTE
TOWN OF
N
EXISTING R/W
LAFAYETTE
TOWN OF
195th STREET(ASPHALT)
27+00 27+50 28+00 28+50 29+00 26+50 26+00 25+50 25+00 24+50 24+00 29+50 30+00
AT&T
195th STREET
END PROJECT
STA. 28+00
X = 201570.09
Y = 124256.16
BEGIN PROJECT
STA. 25+50
X = 201485.76
Y = 124020.83
PROFILE
FINISHED `
EL. 878.8
STREAM BED
(8-13-15)
WATER EL. 896.4
HIGH WATER EL. 900.4100
EARTHWORK SUMMARY
SHR. = 30%
EXC. COMMON --- C.Y.FILL --- C.Y.
WASTE --- C.Y.
EARTHWORK SUMMARY
SHR. = 30%
EXC. COMMON --- C.Y.FILL -- C.Y.
WASTE --- C.Y.
SLOPE INTERCEPT
SLOPE INTERCEPT
B-9-305
STRUCTURE
BENCH MARKS
NO. STA. DESCRIPTION ELEV.
1
2
904.67
907.6726+20
7" NAIL IN PPOL 111AA2, 31' RT.
(B-9-40) TO BE REMOVED
EXISTING STRUCTURE
QRT. LIN
E
QR
T. L
INE
TOP OF W BOLT ABOVE BRIDGE PLATE, 14' RT.
33'
33'
3 914.7924+63 RR SPK IN PPOL 111AA12, 39' RT.
30+47
LAFAYETTE
TOWN OF
SLOPE INTERCEPT
STA. 28+65 LT.
INSTALL DRY HYDRANT
EXISTING DOCK (SAWCUT REQ'D)
(SAWCUT REQ'D)
BM#2
BM#3
CP#8
CP#7
CP#6
CP#3
CP#2
CP#5
CP#4
CP#1
BM#1
STA. 25+50 TO STA. 26+26.75 STA. 27+43.25 TO STA. 28+00
` OF 195th STREET
TEMPORARY SHORINGPIPE RAILING
0° SKEW
SIDEWALK ON WEST SIDE x 116'-6" O.A.L.
28'-0" CLEAR ROADWAY & 6'-0" CLEAR
\ CONCRETE GIRDER BRIDGE
THREE SPAN 28W" PRESTRESSED
STRUCTURE B-9-305 REQ'D.
STA. 26+85.00
ON WEST SIDE x 115.33' O.A.L.
26.0' CLEAR ROADWAY & 5.0' CLEAR SIDEWALK
A THREE SPAN STEEL DECK GIRDER BRIDGE
PREVIOUSLY REMOVED. THE EXISTING BRIDGE WAS
THE BRIDGE SUPERSTRUCTURE AND PIERS WERE
STATION 26+85, STRUCTURE B-9-40 ABUTMENTS
REMOVING OLD STRUCTURE
EXISTING R/W VARIES THROUGHOUT PROJECT.
SEE ALIGNMENT CONTROLS AND TIES SHEET.
BEARINGS, CURVE DATA AND COORDINATES,
FOR ALIGNMENT CONTROL POINTS, TIES,
NOTES:
RETAINING WALL
CHARTER COMMUNICATIONS
XCEL ENERGY/
913.9
3
911.0
2
908.9
2
907.3
1
905.9
6
889.8
1
882.3
6
904.4
0
903.5
6
903.5
4
903.6
6
903.8
2
904.0
7
IP
IP
IP
25+00 26+00 27+00 28+00
29+00
30+00
PI 2
4+64.2
5
PI 3
0+30.4
6
PT29
+71.7
5
PI 2
8+58.19
PC27
+43.8
8
906.6
6
906.0
1
905.3
6
904.7
2
904.0
7
PI S
TA 28
+00.0
0
-1.29%
PI S
TA 25
+50.0
0
PI E
L 907.3
1
PI E
L 904.0
7
907.3
1
STRUCTURE B-9-305
SAWCUT
RAILING PIPE
SURFACE
ASPHALTIC
WISDOT/CADDS SHEET 21
HWY: COUNTY: E
9
U:\42-0995.00 - Chippewa Co - Tn LaFayette - 195th St\Inroads\420995_xs rik.dgnFILE NAME : 6/18/2018 1:10PLOT SCALE : PLOT DATE : PLOT BY : walderak
PROJECT NO:
PLOT NAME :
9
SHEET
5 FT
5 FT
7863-00-71 CHIPPEWA 195TH STREET CROSS SECTIONS
885
890
895
900
905
910
915
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
885
890
895
900
905
910
915
27+75
GAS
OH
R/W
R/W
12.0
0
902.8
2
-21.48
904.8
3-20.0
0
-15.5
0
903.17
-12.0
0
903.14
15.5
0
902.7
5
0.0
0
903.0
6
44.3
8
895.3
2
-12.0
0
904.4
8
-20.0
0
904.9
3
-14.5
0
904.8
5
12.0
0
904.15
0.0
0
904.3
9
-21.00
904.9
5
14.5
0
904.5
3
16.5
0
904.6
1
1.50%0.71% 2.00% 4.00%
3.0:1
904.6
0
STA. 27+75 TO 27+75
(MATCH EXISTING)
STA. 28+00
END PROJECT
WISDOT/CADDS SHEET 21
HWY: COUNTY: E
9
U:\42-0995.00 - Chippewa Co - Tn LaFayette - 195th St\Inroads\420995_xs rik.dgnFILE NAME : 6/18/2018 1:10PLOT SCALE : PLOT DATE : PLOT BY : walderak
PROJECT NO:
PLOT NAME :
9
SHEET
5 FT
5 FT
7863-00-71 CHIPPEWA 195TH STREET CROSS SECTIONS
885
890
895
900
905
910
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
885
890
895
900
905
910
890
895
900
905
910
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
890
895
900
905
910
28+00
28+25
STA. 28+00 TO 28+25
GAS
GAS
OH
OH
R/W
R/W
R/W
R/W