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REV 4-19-13 JMW
Concrete Sidewalk
STM-20
DOUBLE STACKED12D13D
4"
ST
ST
12+00
STM-20
EX 24" STM
N FAIRCHILD ST
ARRANGE AS SHOWN
TERRACE SUPPORT CELLS
TREE GRATE (TYP)
TOP OF CELLS (DECK)
BOTTOM OF FRAME
LAYER ONLY
DECK INSTALLED ON TOP
SIDE OF FRAME
48"
24"
24"
48"48"
16"
TERRACE SUPPORT SYSTEM - PLAN
TERRACE SUPPORT SYSTEM - PROFILE
GEO-GRID
GEO-GRID
GEO-GRID
GEO-GRID
GEO-GRID
GEO-GRID
PIT
TREE
PIT
TREE
PIT
TREE
PL
OT
NA
ME:
PL
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RE
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ORIGIN
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OF
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M:\DESIGN\STREETS\DGN\53W1132\Details\Details_TerraceSupport.DGNFILE NAME: 12/28/2012DATE:
SHEET NO.
CITY OF MADISON
SCALE:
PROJECT NO. 53W1132
N FAIRCHILD & W MIFFLIN ASMT DIST
D-3
DETAILS
SYSTEM
TERRACE SUPPORT
AS SHOWN ON THE PROFILE.
7. STEP THE SUBGRADE OF THE TERRACE SUPPORT SYSTEM
GAPS CLOSER TO 1" WHEN POSSIBLE.
6. 1" TO 3" HORIZONTAL GAP BETWEEN EACH CELL. KEEP
GRATES AND FRAMES.
FORMED AS NECESSARY TO INSTALL & SUPPORT TREE
5. SIDEWALK ADJACENT TO TREE GRATES SHALL BE
PROVIDE NECESSARY SUPPORT.
4. CONSTRUCT CELLS AROUND UTILITIES AS NECESSARY &
REMAIN UNCOMPACTED
PLANTING BACKFILL PAID UNDER ITEM 90007.; BACKFILL IS TO
3. BACKFILL ALL CELL AREAS & TREE PITS WITH TREE
PLANTING. TREE PLANTING TO BE COMPLETED IN FUTURE BY OTHERS.
2. LEAVE 6' GAP CENTERED ON TREE GRATE FOR THE TREE
SUPPORT SYSTEM
STRUCTURES. GEOGRID IS INCIDENTAL TO THE TERRACE
REQUIREMENTS, INCLUDING AROUND GAPS FOR UTILITY
BE ENCLOSED W/ A GEOGRID THAT MEETS MANUFACTURER'S
1. ALL PERIMETERS OF TERRACE SUPPORT CELLS SHALL
NOTES:
SUPPORT SYSTEM ITEM
OF DECK (TYP); INCIDENTAL TO
GEOTEXTILE, NON-WOVEN ON TOP
PAID UNDER ITEM 30342
TREE GRATE (TYP)
INCIDENTAL TO SUPPORT SYSTEM ITEM
4" OF COMPACTED GRAD 3 CRUSHED AGG (TYP)
30301 OR 90001
PAID UNDER ITEM
5" CONC SW
CONC SIDEWALK
INCIDENTAL TO
CRUSHED AGG, 2" MIN (TYP)
AGGREGATE AT TREE GRATES
WRAP GEOTEXTILE AROUND CURSHED
2'
PAID UNDER ITEM 90008
GAP AROUND SAS
1" CLEAR STONE IN
NEW SIDEWALK
FILL AREA W/ 1" CLEAR AGG
GAP CELLS AROUND SAS
SW CONSTR
LIMIT OF NEW
LIBRARY
CENTERAL
MADISON
NOT TO SCALE
COMPACTED SOIL SUBGRADE
S
2" GRANITE PAVER
CONCRETE SIDEWALK 5-INCH
COMPACTED CRUSHED STONE BASE COURSE
GRANITE PAVER DETAIL
ƒ" THICK ASPHALTIC SETTLING BED
ASPHALTIC ADHESIVE BOND OVER
CONCRETE SIDEWALK
EXISTING FOOTING
DETAIL DETAILCONCRETE FOUNDATION WALLBLOCK OR STONE FOUNDATION WALL
FOUNDATION WALL OPENING
BOTTOM OF EXISTING
DOWELED INTO TOP AND
#6 x 1'-0" DRILLED AND
GRANULAR BACKFILL
VAULT SPACE WITH
FILL ABANDONED
FIRST FLOOR
INFILL AREA.
BOARD INSULATION OVER THE NEW
1 • INCH EXTRUDED POLYSTRYENE
CONSTRUCTION NOTES
SEE DETAIL VIEWS AND
EXISTING BASEMENT
6" TYP.
SECTION VIEW
MOISTURE CAN PASS THOUGH
BREAK OR CRACK INTO SECTIONS SO
EXISTING CONCRETE FLOOR TO REMAIN-
AND THICKNESS
LOCATIONS. FIELD VERIFY MAT'L
THICKNESS BETWEEN DIFFERENT
VARIES IN CONSTRUCTION AND
EXISTING FOUNDATION WALL-
TO BE REMOVED
EXISTING VAULT ROOF SIZE VARIES
EXISTING OPENING
A
PP
RO
XI
MA
TE
LY 8'
NEW SIDEWALK
WALL OPENING
TOP OF EXISTING FOUNDATION
EXISTING FOOTING
BAR AT 16" O.C.
#5 REINFORCING
EXISTING FOOTING
WALL OPENING
TOP OF EXISTING FOUNDATION
REMOVE EXISTING VAULT WALLS
STANDARD SPECIFICATIONS.
SECTION 209 OF THE STATE OF WISCONSIN
7. FILL VAULT WITH GRANULAR BACKFILL PER
6. REMOVE OUTER WALLS OF VAULT.
5. BREAK/CRACK EXISTING CONCRETE VAULT FLOOR.
PARGED AND DAMP PROOFED..
4. THE EXTERIOR SURFACE OF THE MASONRY SHALL BE
GALVANIZED HORIZONTAL JOINT REINFORCEMENT AT 16" O.C.
USE TYPE N PORTLAND AND LIME MORTAR. USE HOT DIPPED
OF THE STATE OF WISCONSIN STANDARD SPECIFICATIONS.
WIDTH OF EXISTING WALL. PER SECTION 519
3. CLOSE DOOR OPENING WITH MASONRY UNITS. MATCH
GROUT SOLID.
TOP AND BOTTOM OF FOUNDATION WALL OPENING AND
2. DRILL AND DOWEL #6 BARS x 1'-0" LONG INTO THE
AND FRAME.
1. REMOVE EXISTING VAULT CONCRETE ROOF, DOOR
CONSTRUCTION SEQUENCE:
(UNDISTRIBUTED) ABANDONED VAULT & VAULT WALL DETAIL
PL
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M:\DESIGN\STREETS\DGN\53W1132\Details\D4-Vault&Pavers.dgnFILE NAME: 12/28/2012DATE:
SHEET NO.
CITY OF MADISON
SCALE: 30.000095:1.000000
D-4
DETAILS
PROJECT NO. 53W1132
N. FAIRCHILD & W. MIFFLIN ASMT DIST
VAULT & PAVERS
PRE-CON IS REQUIRED.
IMPLEMENTATION PLAN BY THE CONTRACTOR AT THE
PROVISION OF AN EROSION CONTROL
A PREDICTED 40% CHANCE OF RAIN.
POLYMER SHALL BE APPLIED IN ADVANCE OF
A MINIMUM
NEEDED ON A DAILY BASIS TO KEEP TRACKING TO
THE CONTRACTOR SHALL PROVIDE STREET CLEANING AS
STANDARD SPECIFICATIONS FOR CONSTRUCTION.
WDNR SOC STANDARDS AND CITY OF MADISON
CONTROL MEASURES IN ACCORDANCE WITH THE
THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION
THE CITY OF MADISON
CONTROL MEASURES UNTIL FINAL ACCEPTANCE BY
CONSTRUCTION AND MAINTENANCE OF ALL EROSION
THE CONTRACTOR IS RESPONSIBLE FOR THE
PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY
EROSION CONTROL MEASURES SHALL BE IN PLACE
ORIGIN
AT
OR:
CIT
Y
OF
MA
DIS
ON,
ST
RE
ET
S
DIVISIO
N
FILE NAME: M:\DESIGN\STREETS\DGN\53W1132\Plan\ECRCp01001 - Copy.dgn DATE: 12/28/2012
PL
OT
NA
ME:
PL
OT
SC
AL
E:
RE
V.
DA
TE:
SHEET NO.
CITY OF MADISON
PROJECT NO. 53W1132
N FAIRCHILD & W MIFFLIN ASMT DIST
865
870
875
880
885
890
895
900
905
865
870
875
880
885
890
895
900
905
10+00 11+00 12+00 13+00 14+00 15+00
EC-1
N. FAIRCHILD ST.PER CITY OF MADISON S.D.D. 1.08
STREET CONSTRUCTION ENTRANCE BERM
CLEAR STONE BERM
TYPE "D" HYBRID INLET PROTECTION
PLAN AND PROFILE
EROSION CONTROL
Door Door
Concrete
Concrete SidewalkConcrete
Side
walk
Building
Sign
Pole
Concrete Sidewalk
Concrete Sidewalk Concrete Sidewalk
Concrete Sidewalk
Conc
Garage
Entrance
Door
Door
Conc. Conc.
Conc.
Drive
Conc.
Door
Gar.
Door
Conc. Conc.
Concrete
Side
walk
Conc. Walk
Conc.
Conc.
Conc
Bus
Stop
Concrete
Concrete
Building
BuildingBuilding
Building
Building Building
Building
Entrance
Conc
Conc
STM-2 STM-3 STM-4
STM-6 STM-7
STM-8
ST
M-9
ST
M-11
ST
M-12
ST
M-13
ST
M-14
STM-16 STM-17
STM-18STM-19
STM-20
STM-22
ST
M-23
ST
M-25
STM-26
ST
M-28
ST
M-29
Concrete
Side
walk
Conc.
Building
Building
Elec
Elec
Elec
Elec
Ele
c
TV
W
WA
SHI
NG
TO
N
AV
E
W
WA
SHI
NG
TO
N
AV
E
DOUBLE STACKED12D
15D
15
D12
D
3D
12D
2D
13D15D 12D
5D6
D
3D
12D4
D
PRIVATE FIBER
3D
21DMH186
MG&EMH188
MG&E
MH189
MG&E
6D3D
12
D1
2D
15D
3D
12D
2" P
VC
MH#621
AT&T
MH#652
AT&T
VAULT
TRANSFORMER
ELECTRICAL
6"
ST
6" ST6" ST
4"
ST
6"
ST
TE?
LEVEL3
EL++++++
++
+
+++
+
++
++
+LP
+EL+++++++
+LP
++
+++++
++++LP
++
+EL++++
+
+
EL++++++
++
+
+++
+
++
++
+LP
+EL+++++++
+LP
++
+++++
++++LP
++
+EL++++
+
+
+
SAN
SAN SANSAN
SAN
STSTST
BOP Sta = 10+00.00
EO
P
Sta
= 15
+07.3711+00 12+00 13+00 14+00 15+00
EOP Sta = 34+63.57
33
+00
34
+00
ST ST
ST
STM-20EX 24" STM
121 ST
ATE ST
CE
NT
RAL F
OC
US LL
C
070923101061
11
9
ST
AT
E
ST
11
7
ST
AT
E
ST
RE
ET
LL
C
07092
310
1053
122 W MIFFLIN ST
CENTRAL FOCUS LLC
07092310109515 N FAIRCHILD ST
HOVDE BUILDING I LLC
070923109073
122 W WASHINGTON AVE
HOVDE BUILDING LLC #101
070923109130
222 W WASHINGTON AVE
MAKTS & W WASH ASC LLC
FIORE COAL & OIL & 20TH CENT
070923108017
W
MI
FF
LI
N
ST
44' 74'
39.5'
282.72' 132' 198'
264'
99'99'
20.92'
66'
132'
N FAIRCHILD ST
201 STATE ST
OVERTURE DEVELOPMENT CORP
070923102077
125 W MIFFLIN ST
LLC #101
HOVDE BUILDING
070923109122
(UNDER CONSTRUCTION)
201 W MIFFLIN ST
CENTRAL LIBRARY
CITY OF MADISON LIBRARY
070923108033
3.22%
VP
C
ST
A
= 11
+61.00
VP
C
EL
V
= 883.29
VPI STA = 12+75.00
VPI ELV = 886.96
VP
T
ST
A
= 13
+89.00
VP
T
EL
V
= 893.80
L = 228.00
K = 82.00
6.00%
11
+60.00
883.26
Grade
Break
14
+49.06
897.40
Grade
Break
14
+49.06
897.40
Grade
Break
DN
PRE-CON IS REQUIRED.
IMPLEMENTATION PLAN BY THE CONTRACTOR AT THE
PROVISION OF AN EROSION CONTROL
A PREDICTED 40% CHANCE OF RAIN.
POLYMER SHALL BE APPLIED IN ADVANCE OF
A MINIMUM
NEEDED ON A DAILY BASIS TO KEEP TRACKING TO
THE CONTRACTOR SHALL PROVIDE STREET CLEANING AS
STANDARD SPECIFICATIONS FOR CONSTRUCTION.
WDNR SOC STANDARDS AND CITY OF MADISON
CONTROL MEASURES IN ACCORDANCE WITH THE
THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION
THE CITY OF MADISON
CONTROL MEASURES UNTIL FINAL ACCEPTANCE BY
CONSTRUCTION AND MAINTENANCE OF ALL EROSION
THE CONTRACTOR IS RESPONSIBLE FOR THE
PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY
EROSION CONTROL MEASURES SHALL BE IN PLACE
ORIGIN
AT
OR:
CIT
Y
OF
MA
DIS
ON,
ST
RE
ET
S
DIVISIO
N
FILE NAME: M:\DESIGN\STREETS\DGN\53W1132\Plan\ECRCp01002 - Copy.dgn DATE: 12/28/2012
PL
OT
NA
ME:
PL
OT
SC
AL
E:
RE
V.
DA
TE:
SHEET NO.
CITY OF MADISON
PROJECT NO. 53W1132
N FAIRCHILD & W MIFFLIN ASMT DIST
850
855
860
865
870
875
880
885
890
850
855
860
865
870
875
880
885
890
30+00 31+00 32+00 33+00 34+00 35+00
EC-2
W. MIFFLIN ST.
PLAN AND PROFILE
EROSION CONTROL
PER CITY OF MADISON S.D.D. 1.08
STREET CONSTRUCTION ENTRANCE BERM
CLEAR STONE BERM
TYPE "D" HYBRID INLET PROTECTION
Door
Concrete
Concrete
Side
walk
Concrete Sidewalk
Building
Concrete
Side
walk
Building
ST
M-3
ST
M-4
ST
M-6
ST
M-7
ST
M-8
STM-9STM-10STM-11 STM-12
STM-13
STM-14
ST
M-16
ST
M-17
ST
M-18
Concrete Sidewalk
Conc.
Building
Elec
Elec
Elec
Elec
DO
UB
LE
ST
AC
KE
D
12"P
RIV
AT
E
ST
ST
8"
19"X
30"H
ER
CP
ST
12"
29"x45"HERCP21"RCP
2.5'x1.7'BOX ST
15"V
P
ST
29"x45"HERCP
ST
12"P
RIV
AT
E
TC:8
69.0
3
IE:8
65.8
3
RIM:8
68.3
9
FLR IE:8
62.2
4
RIM:8
67.17
FLR IE:8
62.3
6
RIM:8
69.5
6
FLR IE:8
64.18
SE IE:8
51.14
NW IE:8
66.7
1
RIM:8
69.2
0
FLR IE:8
66.5
9
TC:8
70.3
8
SW IE:8
67.7
0
RIM:8
72.3
8
IE:U
NABLE
TO
ME
AS
URE
TC:8
69.4
1
IE:8
66.5
2
TC:8
71.6
3
FLR IE:8
65.7
6
SE IE:8
66.4
2
STST
ST
NO
MAR
KIN
GS
FO
UN
D
NE
AR T
HIS
MA
NH
OLE
NO
MAR
KIN
GS
FO
UN
D
NE
AR T
HIS
MA
NH
OLE
TP
TP
TP
TP
12
D
15
D
15D12D
3D
12
D
2D
12D
SA
N-5S
AN
8"P
VC
15"V
P
8"P
VC
12"VPRIM:8
69.17
N IE:8
60.8
2
SE IE:8
60.9
0
RIM:8
69.3
5
NW IE:8
59.0
6
NE IE:8
60.5
9
S IE:8
60.5
9
195'
RIM:8
67.5
7
NW IE:8
58.6
4
SE IE:8
58.6
2
4" L
ATER
AL PER REC
OR
D
12"VP
SN
SN
SN
BO
P
Sta
= 10
+00.00
11
+00
BOP Sta = 30+00.00
31+00 32+00 33+00 34+00
4" 10"10"
8"
8"
W
W
W
W
W
201 STATE ST
OVERTURE DEVELOPMENT CORP
070923102077
266.07'
265.94'
W MIFFLIN ST
(UNDER CONSTRUCTION)
201 W MIFFLIN ST
CENTRAL LIBRARY
CITY OF MADISON LIBRARY
070923108033
VP
C
ST
A
= 30
+81.00
VP
C
EL
V
= 870.03
VPI STA = 31+00.00
VPI ELV = 870.60
VP
T
ST
A
= 31
+19.00
VP
T
EL
V
= 871.46
3.00%
L = 38.00
K = 25.33
4.50%
3.54%
3.79%
3.60%
30
+80.00
870.00
Grade
Break
31
+50.00
872.85
Grade
Break
31
+50.00
872.85
Grade
Break
32
+00.00
874.62
Grade
Break
33
+00.00
878.41
Grade
Break
33
+50.00
880.21
Grade
Break
DN
ORIGIN
AT
OR:
CIT
Y
OF
MA
DIS
ON,
ST
RE
ET
S
DIVISIO
N
FILE NAME: M:\DESIGN\STREETS\DGN\53W1132\PLAN\RCP01001.DGN DATE: 12/28/2012
PL
OT
NA
ME:
PL
OT
SC
AL
E:
RE
V.
DA
TE:
SHEET NO.
PLAN AND PROFILE
CITY OF MADISON
PROJECT NO. 53W1132
N FAIRCHILD & W MIFFLIN ASMT DIST
P-1
N. FAIRCHILD ST.
EXISTING CL PROFILE
PROPOSED CL PROFILE
881.65
882.30
882.99
894.46
895.96
883.75
884.64
885.60
886.64
887.75
888.94
890.21
891.55
892.97
881.13
881.19
881.09
881.30
881.65
882.30
882.96
894.67
896.17
897.69
899.38
901.06
883.74
884.61
885.82
886.87
888.00
889.16
890.34
891.61
893.12
865
870
875
880
885
890
895
900
905
865
870
875
880
885
890
895
900
905
10+00 11+00 12+00 13+00 14+00 15+00
PROPOSED CL ELEV
EXISTING CL ELEV
Door Door
Concrete
Concrete SidewalkConcrete
Side
walk
Building
Sign
Pole
Concrete Sidewalk
Concrete Sidewalk Concrete Sidewalk
Concrete Sidewalk
Conc
Garage
Entrance
Door
Door
Conc. Conc.
Conc.
Drive
Conc.
Door
Gar.
Door
Conc. Conc.
Concrete
Side
walk
Conc. Walk
Conc.
Conc.
Conc
Bus
Stop
Concrete
Concrete
Building
BuildingBuilding
Building
Building Building
Building
Entrance
Conc
Conc
STM-2 STM-3 STM-4
STM-6 STM-7
STM-8
ST
M-9
ST
M-11
ST
M-12
ST
M-13
ST
M-14
STM-16 STM-17
STM-18STM-19
STM-20
STM-22
ST
M-23
ST
M-25
STM-26
ST
M-28
ST
M-29
Concrete
Side
walk
Conc.
Building
Building
Elec
Elec
Elec
Elec
Ele
c
TV
W
WA
SHI
NG
TO
N
AV
E
W
WA
SHI
NG
TO
N
AV
E
DOUBLE STACKED12D
15D
15
D12
D
3D
12D
2D
13D15D 12D
5D6
D
3D
12D4
D
PRIVATE FIBER
3D
21DMH186
MG&EMH188
MG&E
MH189
MG&E
6D3D
12
D1
2D
15D
3D
12D
2" P
VC
MH#621
AT&T
MH#652
AT&T
VAULT
TRANSFORMER
ELECTRICAL
6"
ST
6" ST6" ST
4"
ST
6"
ST
TE?
LEVEL3
EL++++++
++
+
+++
+
++
++
+LP
+EL+++++++
+LP
++
+++++
++++LP
++
+EL++++
+
+
EL++++++
++
+
+++
+
++
++
+LP
+EL+++++++
+LP
++
+++++
++++LP
++
+EL++++
+
+
+
SAN
SAN SANSAN
SAN
STSTST
BOP Sta = 10+00.00
EO
P
Sta
= 15
+07.3711+00 12+00 13+00 14+00 15+00
EOP Sta = 34+63.57
33
+00
34
+00
ST ST
ST
STM-20EX 24" STM
121 ST
ATE ST
CE
NT
RAL F
OC
US LL
C
070923101061
11
9
ST
AT
E
ST
11
7
ST
AT
E
ST
RE
ET
LL
C
07092
310
1053
122 W MIFFLIN ST
CENTRAL FOCUS LLC
07092310109515 N FAIRCHILD ST
HOVDE BUILDING I LLC
070923109073
122 W WASHINGTON AVE
HOVDE BUILDING LLC #101
070923109130
222 W WASHINGTON AVE
MAKTS & W WASH ASC LLC
FIORE COAL & OIL & 20TH CENT
070923108017
W
MI
FF
LI
N
ST
44' 74'
39.5'
282.72' 132' 198'
264'
99'99'
20.92'
66'
132'
19.50'Lt 896.97 TC
PC Sta 14+26.68
18.67'Lt 897.24 TC
MC Sta 14+32.38
16.25'Lt 897.48 TC
PRC Sta 14+37.62
13.82'Lt 897.71 TC
MC Sta 14+42.85
13.00'Lt 898.07 TC
Sta 14+48.55
MATCH EXISTING
24.50'Rt 895.66 TC
Sta 14+30.34
MATCH EXISTING
24.50'Rt 883.28 TC
PT Sta 11+73.06
23.35'Rt 883.08 TC
MC Sta 11+66.37
20.02'Rt 882.97 TC
PRC Sta 11+60.45
16.70'Rt 882.88 TC
MC Sta 11+54.53
15.50'Rt 882.74 TC
PC Sta 11+47.84
21.40'Rt 881.59 TC
MC Sta 11+11.69
35.54'Rt 881.10 TC
PC Sta 11+05.83
19.50'Lt 884.77 TC
PI Sta 11+84.13
19.29'Lt 884.03 TC
Sta 11+64.13
MATCH EXISTING
N FAIRCHILD ST
20'
R 20'
R
20'
R
20'
R
35.72'Rt 881.25 TC
RAMP Sta 11+11.86
22.72'Rt 881.65 BW
RAMP Sta 11+23.34
20'
R
TYPE 'X' C&G
201 STATE ST
OVERTURE DEVELOPMENT CORP
070923102077
125 W MIFFLIN ST
LLC #101
HOVDE BUILDING
070923109122
GRATE (TYP)
4'X8' TREE
PULVERIZE LIMITS
GRATE (TYP)
4'X8' TREESEE DETAILS
TERRACE SUPPORT SYSTEM
METER BASE
MULTI-SPACE
5" C1 CONC
PATTERN PER SPEC
GRANITE PAVERS
OVERHANG
BUILDING 66'
11'
11'
24.5'
19.5'
(UNDER CONSTRUCTION)
201 W MIFFLIN ST
CENTRAL LIBRARY
CITY OF MADISON LIBRARY
070923108033
ON WEEKDAYS
AT ALL TIMES
MAINTAIN ACCESS
ON WEEKDAYS
AT ALL TIMES
MAINTAIN ACCESS
15.50'Rt 882.17 TC
PC Sta 11+25.83
3.22%
VP
C
ST
A
= 11
+61.00
VP
C
EL
V
= 883.29
VPI STA = 12+75.00
VPI ELV = 886.96
VP
T
ST
A
= 13
+89.00
VP
T
EL
V
= 893.80
L = 228.00
K = 82.00
6.00%
11
+60.00
883.26
Grade
Break
14
+49.06
897.40
Grade
Break
14
+49.06
897.40
Grade
Break
DN
Door Door
Concrete
Concrete Sidewalk
Concrete
Side
walk
Building
Sign
Pole
Concrete Sidewalk
Concrete Sidewalk Concrete Sidewalk
Concrete Sidewalk
Conc
Garage
Entrance
Door
Door
Conc. Conc.
Conc.
Drive
Conc.
Door
Gar.
Door
Conc. Conc.
Concrete
Side
walk
Conc. Walk
Conc.
Conc.
Conc
Bus
Stop
Concrete
Concrete
Building
BuildingBuilding
Building
Building Building
Building
Entrance
Concrete
Conc
Conc
Stairs
Stairs
Concrete
Building
Concrete Sidewalk
STM-2 STM-3 STM-4
STM-6 STM-7
STM-8
ST
M-9
ST
M-10
ST
M-11
ST
M-12
ST
M-13
ST
M-14
STM-16 STM-17
STM-18STM-19
STM-20
STM-22
ST
M-23
ST
M-25
STM-26
ST
M-28
ST
M-29
Concrete
Side
walk
Conc.
Building
Building
Elec
Elec
Elec
Elec
Ele
c
TV
W
WA
SHI
NG
TO
N
AV
E
W
WA
SHI
NG
TO
N
AV
E
DOUBLE STACKED
12"PRIVATE
ST
ST
8"
19"X30"HERCP
29"x
45"H
ER
CP
ST
15"VP 15"VP
ST
29"x
45"H
ER
CP
ST12"PRIVATE
RIM:8
69.5
6
FLR IE:8
64.18
SE IE:8
51.14
NW IE:8
66.7
1
RIM:8
69.2
0
FLR IE:8
66.5
9
TC:8
70.3
8
SW IE:8
67.7
0
RIM:8
72.3
8
IE:U
NABLE
TO
ME
AS
URE
TC:8
69.4
1
IE:8
66.5
2
RIM:8
92.3
2
NW IE:8
88.4
4
185'
TC:8
71.63
FLR IE:8
65.7
6
SE IE:8
66.4
2
ST
NO
MAR
KIN
GS
FO
UN
D
NE
AR T
HIS
MA
NH
OLE
NO
MAR
KIN
GS
FO
UN
D
NE
AR T
HIS
MA
NH
OLE
TP
TP
TP
TP
12D
15D
15
D12
D
3D
12D
2D
13D15D 12D
5D6
D
3D
12D
4D
12
D
3D
21DMH186
MG&EMH188
MG&E
MH189
MG&E
6D3D
12
D1
2D
15D
3D
12D
2" P
VC
MH#621
AT&T
MH#652
AT&T
42"Wx16"D
4"
PV
C
VAULT
TRANSFORMER
ELECTRICAL
6"
ST
6" ST6" ST
4"
ST
6"
ST
8"
ST
8"
ST
6" ST
+LP
TE?
LEVEL3
Concrete
Median
SAN-5SAN
8"PVC
15"VP
8"PVC
12"V
P
RIM:8
77.8
0
NW IE:8
66.7
6
SE IE:8
66.8
2
RIM:8
69.17
N IE:8
60.8
2
SE IE:8
60.9
0
RIM:8
69.3
5
NW IE:8
59.0
6
NE IE:8
60.5
9
S IE:8
60.5
9
195'
RIM:8
67.5
7
NW IE:8
58.6
4
SE IE:8
58.6
2
4" L
ATER
AL PER REC
OR
D
12"V
P
SN
SN
SN
SN
SA
N+
SA
N+
+
+
EL++++++
++
+
+++
+
++
+LP
++
+
++
+++
+++EL+++++++
+LP
++
+++++
++++LP
++
+EL++++
++
+
+
+
+
+
EL++++++
++
+
+++
+
++
+LP
++
+
++
+++
+++EL+++++++
+LP
++
+++++
++++LP
++
+EL++++
++
+
+
+
+
SAN
SAN SANSAN
SAN
STSTST
BOP Sta = 10+00.00
EO
P
Sta
=
15
+0
7.
3711+00 12+00 13+00 14+00 15+00
EOP Sta = 34+63.57
31
+00
32
+00
33
+00
34
+00
10"
8"
8"
8"
W
W
W
W
W
WS
ST ST
ST
STM-20EX 24" STM
W
MI
FF
LI
N
ST
N FAIRCHILD ST
W
MI
FF
LI
N
ST
201
ST
AT
E
ST
OV
ER
TU
RE
DE
VE
LO
PM
EN
T
CO
RP
07
092
31
02
077
(UNDER CONSTRUCTION)
201 W MIFFLIN ST
CENTRAL LIBRARY
CITY OF MADISON LIBRARY
070923108033
222 W WASHINGTON AVE
MAKTS & W WASH ASC LLC
FIORE COAL & OIL & 20TH CENT
070923108017
122 W WASHINGTON AVE
HOVDE BUILDING LLC #101
070923109130
15 N FAIRCHILD ST
HOVDE BUILDING I LLC
070923109073
125 W MIFFLIN ST
LLC #101
HOVDE BUILDING
070923109122122 W MIFFLIN ST
CENTRAL FOCUS LLC
070923101095
W/ R-1878-B7L
REPLACE CASTING
ADJUST EXISTING STRUCUTRE
NEW C&G; TC=877.93
W/ OFFSETTING WALLS TO
BEBUILD EX SADDLED INLET
NEW C&G; TC=871.98
W/ OFFSETTING WALLS TO
BEBUILD EX SADDLED INLET
ADJUST SAS
ADJUST SAS
AROUND CASTING
POUR CURB
ADJUST SAS
ADJUST SAS
ADJUST INLETADJUST SAS
& INLETS
ADJUST SAS
ADJUST INLET
PL
OT
NA
ME:
PL
OT
SC
AL
E:
RE
V.
DA
TE:
ORIGIN
AT
OR:
CIT
Y
OF
MA
DIS
ON,
ST
RE
ET
S
DIVISIO
N
M:\DESIGN\STREETS\DGN\53W1132\Plan\plan.dgnFILE NAME: 12/28/2012DATE:
SHEET NO.
CITY OF MADISON
SCALE: 40.000000:1.000000
PROJECT NO. 53W1132
N FAIRCHILD & W MIFFLIN ASMT DIST
U-1
PLAN
FAIRCHILD & MIFFLIN
SL1223_Fairchild.dgn 4/17/2013 10:14:07 AM
SHEET NO.
CITY OF MADISON
PROJECT NO.
ORIGIN
AT
OR:
CIT
Y
OF
MA
DIS
ON,
TR
AF
FIC
EN
GIN
EE
RIN
GELECTRICAL PLAN
E253W1132
FAIRCHILD, MIFFLIN
4"
4"
4"
NO
MAR
KIN
GS
FO
UN
D
NE
AR T
HIS
MA
NH
OLE
NO
MAR
KIN
GS
FO
UN
D
NE
AR T
HIS
MA
NH
OLE
TP
TP
TP
TP
12
D
BOP Sta = 30+00.00
31
+00
4"
10"
10"
8"
8"
W
W
W
W
W
PL36
2142
MH1
4-4"
3"
3-3"
EXISTING ELECTRICAL HANDHOLE
EXISTING MANHOLE
EXISTING SIGNAL BASE
2-3"
W
MI
FF
LI
N
ST
N HENRY ST
2-3"
EXISTING CONDUITS
CONNECT TO
2"
REPLACE WITH TYPE 7
REMOVE HANDHOLE
CONNECT CONDUITS
REMOVE BASE
TO EXISTING
CONNECT
2"HH1
ORIGIN
AT
OR:
CIT
Y
OF
MA
DIS
ON,
ST
RE
ET
S
DIVISIO
N
FILE NAME: M:\DESIGN\STREETS\DGN\53W1132\Plan\rc001001.dgn DATE: 12/28/2012
PL
OT
NA
ME:
PL
OT
SC
AL
E:
RE
V.
DA
TE:
SHEET NO.
CITY OF MADISON
CROSS SECTIONS
CL
CL
10
10
20
20
30
30
40
40
50
50
60
60
70
70
10
10
20
20
30
30
40
40
50
50
60
60
70
70
CL
CL
10
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
10
10
20
20
30
30
40
40
50
50
60
60
70
70
11 11
00 00
+ +
882 882
884 884
880 880
11 11
25 25
+ +
882 882
884 884
880 880
RTC 15.56
11 11
50 50
+ +
884 884
886 886
882 882
RTC 15.72
11 11
75 75
+ +
884 884
886 886
882 882
LTC -19.50
RTC 24.50
12 12
00 00
+ +
884 884
886 886
882 882
LTC -19.50
RTC 24.50
12 12
25 25
+ +
886 886
888 888
884 884
LTC -19.50
RTC 24.50
12 12
50 50
+ +
886 886
888 888
884 884
LTC -19.50
RTC 24.50
12 12
75 75
+ +
888 888
890 890
886 886
LTC -19.50
RTC 24.50
13 13
00 00
+ +
888 888
890 890
886 886
LTC -19.50
RTC 24.50
PROJECT NO. 53W1132
N FAIRCHILD & W MIFFLIN ASMT DIST
X-1
N FAIRCHILD ST.
STA =11+00
PROP CL ELEV=881.65
STA =11+25
PROP CL ELEV=882.30
RTC 882.13
2.92%
4.00%
STA =11+50
PROP CL ELEV=882.99
RTC 882.811.47%
4.00%
STA =11+75
PROP CL ELEV=883.75
LTC 884.44
RTC 883.34
1.75%
3.50%
STA =12+00
PROP CL ELEV=884.64
LTC 885.36
RTC 884.23
2.00%
3.50%
STA =12+25
PROP CL ELEV=885.60
LTC 886.15
RTC 885.241.00%
3.25%
STA =12+50
PROP CL ELEV=886.64
LTC 887.10
RTC 886.340.50%3.00%
STA =12+75
PROP CL ELEV=887.75
LTC 888.13
RTC 887.450.00%3.00%
STA =13+00
PROP CL ELEV=888.94
LTC 889.19
RTC 888.590.75%3.25%
W. MIFFLIN ST.
INTERSECTION W/
BW 881.88
BW 882.80
BW 883.70
BW 884.71
BW 885.72
BW 886.74
ORIGIN
AT
OR:
CIT
Y
OF
MA
DIS
ON,
ST
RE
ET
S
DIVISIO
N
FILE NAME: M:\DESIGN\STREETS\DGN\53W1132\Plan\rc002001.dgn DATE: 12/28/2012
PL
OT
NA
ME:
PL
OT
SC
AL
E:
RE
V.
DA
TE:
SHEET NO.
CITY OF MADISON
CROSS SECTIONS
CL
CL
10
10
20
20
30
30
40
40
50
50
60
60
70
70
10
10
20
20
30
30
40
40
50
50
60
60
70
70
CL
CL
10
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
10
10
20
20
30
30
40
40
50
50
60
60
70
70
13 13
25 25
+ +890 890
892 892
888 888STA =13+25
PROP CL ELEV=890.21
LTC 890.45LTC -19.50
RTC 889.80RTC 24.50
0.75%3.50%
13 13
50 50
+ +
892 892
894 894
890 890
STA =13+50
PROP CL ELEV=891.55
LTC 891.93LTC -19.50
RTC 891.14RTC 24.500.00%
3.50%
13 13
75 75
+ +
892 892
894 894
890 890STA =13+75
PROP CL ELEV=892.97
LTC 893.52LTC -19.50
RTC 892.56RTC 24.501.00%
3.50%
14 14
00 00
+ +
894 894
896 896
892 892STA =14+00
PROP CL ELEV=894.46
LTC 895.18LTC -19.50
RTC 894.04RTC 24.50
2.00%
3.50%
14 14
25 25
+ +
896 896
898 898
894 894
STA =14+25
PROP CL ELEV=895.96
LTC 896.86LTC -19.50
RTC 895.43RTC 24.50
3.00%
4.00%
PROJECT NO. 53W1132
N FAIRCHILD & W MIFFLIN ASMT DIST
X-2
N FAIRCHILD ST.
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