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MEMBER
ON
EC
AL
L
SYSTEMS
INT
ER
NA
TIO
NA
L
State of
Wisconsin
Departm
ent of
Ad
ministration
T100
Ed
ge
Co
ns
ultin
g E
ngin
eers, In
c.
Divisio
n of State F
acilities
TIT
LE S
HE
ET
AD
MINIS
TR
ATIO
N F
ACILITIE
SD
EP
AR
TM
EN
T O
F A
DMINIS
TR
ATIO
N/
PROJECT DIRECTORY PROJECT INFO SHEET INDEX
NO. PAGE TITLE
SITE LOCATION
SITE LOCATION MAP
NORTH
I:\
5200\
5293\
CA
D\
Plot\
CDs\
T100.d
gn
PARTICIPANTS’ UNDERGROUND
TO OBTAIN LOCATION OF
FACILITIES BEFORE YOU
DIG IN WISCONSIN
CALL DIGGERS HOTLINE
1-800-242-8511
TOLL FREE
TDD(FOR HEARING IMPAIRED) 1-800-542-2289
FAX A LOCATE 1-800-338-3860
ENGINEER SEAL:
SIGNATURE:
DATE:
NOTICE BEFORE YOU EXCAVATE.
REQUIRES MIN. OF 3 WORK DAYS
WIS. STATUTE 182.0175 (1974)
THE STATE OF WISCONSIN.
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF
ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
I HEREBY CERTIFY THAT THIS PLAN SET WAS PREPARED BY
Sheet
Title:
Agency / In
stitutio
n:
Proje
ct
Title:
Proje
ct
Locatio
n:
Revisions:
By: Description:Date:No.
Sheet
Date
Set
DFD
Graphic
Scale
Number
Issued
Type
Number
Scale
PR
SEE DRAWING
SEE DRAWING
10I3O
12/14/2010SCALE: NTS
ww
w.edgeconsult.co
m
608.64
4.15
49 fax
608.64
4.14
49 voice
Prairie du Sac, WI 53
578
624
Water Street
WHITNEY CENTER - RETAINING WALL STUDY
UNIVERSITY OF WISCONSIN - LA CROSSE
LA CROSSE, WISCONSIN
DSF # 10I3O
LA CROSSE, WISCONSIN
NW CORNER OF BADGER STREET & N. 15TH ST.
WHITNEY CENTER
SITE LOCATION:
UNIV
ERSIT
Y O
F W
ISC
ON
SIN - L
A C
RO
SS
EW
HIT
NE
Y C
EN
TE
R - R
ET
AININ
G W
AL
L S
TU
DY
LA C
RO
SS
E,
WIS
CO
NSIN
C300 SITE DETAILS
C200 PROPOSED SITE PLAN
C101 DEMOLITION PLAN
C100 EXISTING SITE PLAN
T100 TITLE SHEET
PHONE: 608.785.8916
CONTACT: SCOTT SCHUMACHER
LA CROSSE, WI 54601
855 EAST AVE. NORTH
ROOM 112A GRAFF MAIN HALL
UW-LA CROSSE
AGENCY CONTACT:
PHONE: 608.266.1413
CONTACT: DAVID SUMWALT
MADISON, WI 53707
P.O. BOX 7866
101 E. WILSON STREET
DSF
PROJECT MANAGER:
FAX: 608.644.1549
PHONE: 608.644.1449
CONTACT: ARLEN OSTRENG
PRAIRIE DU SAC, WI 53578
624 WATER STREET
EDGE CONSULTING ENGINEERS, INC.
A/E CONSULTANT:
PRELIMINARY DRAWINGS
State of
Wisconsin
Departm
ent of
Ad
ministration
Ed
ge
Co
ns
ultin
g E
ngin
eers, In
c.
Divisio
n of State F
acilities
AD
MINIS
TR
ATIO
N F
ACILITIE
SD
EP
AR
TM
EN
T O
F A
DMINIS
TR
ATIO
N/
I:\
5200\
5293\
CA
D\
Plot\
CDs\
C100.d
gn
Sheet
Title:
Agency / In
stitutio
n:
Proje
ct
Title:
Proje
ct
Locatio
n:
Revisions:
By: Description:Date:No.
Sheet
Date
Set
DFD
Graphic
Scale
Number
Issued
Type
Number
Scale
PR
SEE DRAWING
SEE DRAWING
10I3O
12/14/2010
ww
w.edgeconsult.co
m
608.64
4.15
49 fax
608.64
4.14
49 voice
Prairie du Sac, WI 53
578
624
Water Street
UNIV
ERSIT
Y O
F W
ISC
ON
SIN - L
A C
RO
SS
EW
HIT
NE
Y C
EN
TE
R - R
ET
AININ
G W
AL
L S
TU
DY
LA C
RO
SS
E,
WIS
CO
NSIN
P
ST3
W
SA
N
SA
N
MH
15" RCP-> 12" RCP->
8" ->
12"->
8"->
MH
<-8" PVC
<-
12"
RC
P
15" -
>
12"-
>
ST5
ST6
12"-
>
<-
15"
RC
P
15" -
>
6"
WA
TE
R
MAIN
24"
12"
12"
12"
12"
5"
6"
6"
5"
5"
5"
6"
6"
16"
14"
16"
24"
20"
18"
ST
M
SA
N
P
S
24"
12"
14"
24"
14"
14"
12"
S
<-10"
12"-
>
4" WATER MAIN
6"
WA
TE
R
MAIN
6"
WA
TE
R
MAIN
6"
WA
TE
R
MAIN
12"P
VC-
>
12"
<-12" RCP
<-
15"
RC
P
CB
4
CB5
CB7
CB
9
CB
8
L
T
SS
T
E
T
ST
T
E
ST
L
L
T
TL
L
L
L
L
L MHMH
L
H
H
(2)-6" DUCTBTM OF DUCT = 669.93
RIM = 672.83TELCO MH (PUBLIC)
(2)-6" DUCTBTM OF DUCT = 672.66RIM = 675.56TELCO MH (PUBLIC)
EMPTY DUCT (1)-6"TELCO (PUBLIC)
BTM OF DUCT = 670.01RIM = 673.41TELCO MH (PRIVATE)
BTM OF DUCT = 671.29RIM = 674.49ELEC MH (PRIVATE)
BTM OF DUCT = 671.10RIM = 674.50TELCO MH (PRIVATE)
3/4" ELEC C.
3/4" ELEC C.
WHITNEY CENTER
LOWER FF = 667.55UPPER FF = 680.85
6"
6"
INV = 660.09RIM = 667.28STORM CB
INV = 660.80RIM = 667.35
STORM CB
INV = 670.78RIM = 675.68
STORM MH INV = 669.78RIM = 672.93
STORM CB
INV = 669.88RIM = 672.98
STORM CB
8"
8"8"
8"
CP-2
CP-1
IR-3
HYD TOP NUT = 676.16PROJECT BENCHMARK
HYD TOP NUT = 676.07PROJECT BENCHMARK
GRASS
GRASS GRASS
LANDSCAPINGLANDSCAPING
BTM OF DUCT = 670.56RIM = 673.46ELEC MH (PRIVATE)
BTM OF DUCT = 666.92TOP OF DUCT = 668.74RIM = 675.21STEAM PIT #14
BTM OF DUCT = 668.65TOP OF DUCT = 670.47RIM = 675.53STEAM PIT #17
668
673
673
673
673
674
674
674
674
674
674
675
675
676
677
679
EXIS
TIN
G SIT
E P
LA
N
C100
NORTH
0
SCALE:
20’ 40’20’
22" x 34" - 1" = 20’11" x 17" - 1" = 40’
L
SS
ST
E
G
W
OHE
MH
E
P
931LIGHT POLE
UTILITY POLE
VALVE
HYDRANT
EX. MAN HOLE
EX. OVERHEAD ELECTRIC
EX. UNDERGROUND ELECTRIC
EX. GAS
EX. STORM SEWER
EX. SANITARY SEWER
EX. WATERMAIN
EXISTING CONTOUR
IRON PIPE - FOUND
IRON ROD - FOUND
CONTROL POINT
BENCHMARK
CATCH BASIN (CB)
CURB INLET (INL)
METER (PARKING)
PEDESTAL (ELEC./CABLE/TEL.)
TRANSFORMER
SIGNAGE
SURVEY LEGEND:
H
MARKBENCH
ELEVATION DESCRIPTION
BENCHMARKS:
BM-1 16.14 TAG BOLT OF HYDRANT - 144’ E. OF TRADEWINDS PRKWY. & GALLEON RUN
BM-2 15.64 TAG BOLT OF HYDRANT - 332’ W. OF TRADEWINDS PRKWY. & GALLEON RUN
GENERAL SURVEY NOTES:
- CHARTER COMMUNICATIONS - CITY OF LA CROSSE
UTILITIES NOTIFIED INCLUDE: TICKET #20104700509 (11/18/2010)6. UTILITY LOCATIONS BASED UPON DIGGER’S HOTLINE MARKINGS FOR
POINTS AND BENCHMARKS. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS AND/OR DISCREPANCIES. BEING UTILIZED. EDGE CONSULTING ENGINEERS, INC. DOES NOT WARRANT THE ACCURACY OF THESE CONTROL5. THE ACCURACY OF THE CONTROL POINTS AND BENCHMARKS SHOWN ON THIS MAP SHALL BE VERIFIED BEFOR
UTILITIES, CONTACT DIGGERS HOT LINE, AT 1.800.242.8511.4. BEFORE EXCAVATION, APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED. FOR EXACT LOCATION OF
FEATURES AND APPURTENANCES AND BY LOCATING DIGGERS HOT LINE FIELD MARKINGS.3. SUBSURFACE UTILITIES AND FEATURES SHOWN ON THIS MAP HAVE BEEN APPROXIMATED BY LOCATING SURFICIAL
2. CONTOUR INTERVAL IS ONE FOOT
1. ELEVATIONS REFERENCED TO NGVD 1929.
- XCEL ENERGY, INC. - CENTURYTEL
State of
Wisconsin
Departm
ent of
Ad
ministration
Ed
ge
Co
ns
ultin
g E
ngin
eers, In
c.
Divisio
n of State F
acilities
AD
MINIS
TR
ATIO
N F
ACILITIE
SD
EP
AR
TM
EN
T O
F A
DMINIS
TR
ATIO
N/
I:\
5200\
5293\
CA
D\
Plot\
CDs\
C101.d
gn
Sheet
Title:
Agency / In
stitutio
n:
Proje
ct
Title:
Proje
ct
Locatio
n:
Revisions:
By: Description:Date:No.
Sheet
Date
Set
DFD
Graphic
Scale
Number
Issued
Type
Number
Scale
PR
SEE DRAWING
SEE DRAWING
10I3O
01/03/2011
ww
w.edgeconsult.co
m
608.64
4.15
49 fax
608.64
4.14
49 voice
Prairie du Sac, WI 53
578
624
Water Street
UNIV
ERSIT
Y O
F W
ISC
ON
SIN - L
A C
RO
SS
EW
HIT
NE
Y C
EN
TE
R - R
ET
AININ
G W
AL
L S
TU
DY
LA C
RO
SS
E,
WIS
CO
NSIN
L
T
E
T
ST
T
E
L
L
L
L
L
L MH
L
6"
6"
HYD TOP NUT = 676.16PROJECT BENCHMARK
GRASS
GRASS GRASS
LANDSCAPINGLANDSCAPING
BTM OF DUCT = 668.65TOP OF DUCT = 670.47RIM = 675.53STEAM PIT #17
WHITNEY CENTER
LOWER FF = 667.55UPPER FF = 680.85
DE
MO
LITIO
N P
LA
N
C101
NORTH
0
SCALE:
10’ 20’10’
22" x 34" - 1" = 10’11" x 17" - 1" = 20’
DEMO LEGEND
= SAW-CUT
= TYP. UTILITY REMOVAL
= ITEM TO BE REMOVED
= LIMITS OF DEMOLITION
= DEMOLITION/REMOVAL AREA
REMOVE EXISTING STAIRS & RAILINGS
DEMOLITION LIMITS
DEMOLITION LIMITS
DEMOLITION LIMITS
REMOVE EXISTING SIDEWALK TO NEAREST JOINTREMOVE EXISTING SIDEWALK TO NEAREST JOINT
EXISTING CONCRETE FOOTING (TO REMAIN)REMOVE EXISTING LIMESTONE RETAINING WALL
(TO REMAIN)ALL EXISTING LIGHT POLES & CONCRETE BASES
(TO REMAIN)ALL EXISTING LIGHT POLES & CONCRETE BASES
EXISTING CONCRETE FOOTING (TO REMAIN)REMOVE EXISTING LIMESTONE RETAINING WALL
REMOVE EXISTING RAILINGREMOVE EXISTING RAILING
REMOVE EXISTING HANDRAIL
REMOVE EXISTING SIDEWALK TO NEAREST JOINT
REMOVE EXISTING HANDRAIL
State of
Wisconsin
Departm
ent of
Ad
ministration
Ed
ge
Co
ns
ultin
g E
ngin
eers, In
c.
Divisio
n of State F
acilities
AD
MINIS
TR
ATIO
N F
ACILITIE
SD
EP
AR
TM
EN
T O
F A
DMINIS
TR
ATIO
N/
I:\
5200\
5293\
CA
D\
Plot\
CDs\
C200.d
gn
Sheet
Title:
Agency / In
stitutio
n:
Proje
ct
Title:
Proje
ct
Locatio
n:
Revisions:
By: Description:Date:No.
Sheet
Date
Set
DFD
Graphic
Scale
Number
Issued
Type
Number
Scale
PR
SEE DRAWING
SEE DRAWING
10I3O
12/14/2010
ww
w.edgeconsult.co
m
608.64
4.15
49 fax
608.64
4.14
49 voice
Prairie du Sac, WI 53
578
624
Water Street
UNIV
ERSIT
Y O
F W
ISC
ON
SIN - L
A C
RO
SS
EW
HIT
NE
Y C
EN
TE
R - R
ET
AININ
G W
AL
L S
TU
DY
LA C
RO
SS
E,
WIS
CO
NSIN
L
T
E
T
ST
T
E
T
T
L
L
L
L
L
L MH
L
6"
6"
HYD TOP NUT = 676.16PROJECT BENCHMARK
GRASS
GRASS GRASS
LANDSCAPINGLANDSCAPING
BTM OF DUCT = 668.65TOP OF DUCT = 670.47RIM = 675.53STEAM PIT #17
PR
OP
OS
ED SIT
E P
LA
N
C200
0
SCALE:
10’ 20’10’
22" x 34" - 1" = 10’11" x 17" - 1" = 20’
WHITNEY CENTER
LOWER FF = 667.55UPPER FF = 680.85
NORTH
8’
24’
9.93’
L
H
SITE PLAN LEGEND:
OR
STORM CURB INLET
STORM CATCH BASIN
HYDRANT
UTILITY POLE
LIGHT POLE
SIGNAGE
CONCRETE
ASPHALT
GRASS
LANDSCAPING
BLOCK PAVERSSTAMPED CONCRETE /
COVERAGE LEGEND:
SEE DETAIL A/C300NEW BRIDGE SUPPORT PIERS
(HATCHED AREA)SEE DETAIL XX/XX FOR GRADES & SLOPESRETOP EXISTING CONCRETE SLAB
SEE DETAIL B/C300NEW MODULAR BLOCK RETAINING WALL
SEE DETAIL B/C300NEW CONC. WALK W/ SURFACE MOUNTED RAILINGS
SEE DETAIL B/C300NEW CONC. WALK W/ SURFACE MOUNTED RAILINGS
SEE DETAIL B/C300NEW MODULAR BLOCK RETAINING WALL
8’
NEW GUARDRAIL WITH HANDRAIL
NEW HANDRAIL NEW HANDRAIL
NEW GUARDRAIL WITH HANDRAIL
6 RISERS, SEE DETAIL A/C300NEW CONC. STAIRS & RAILINGS
State of
Wisconsin
Departm
ent of
Ad
ministration
Ed
ge
Co
ns
ultin
g E
ngin
eers, In
c.
Divisio
n of State F
acilities
AD
MINIS
TR
ATIO
N F
ACILITIE
SD
EP
AR
TM
EN
T O
F A
DMINIS
TR
ATIO
N/
I:\
5200\
5293\
CA
D\
Plot\
CDs\
C300.d
gn
Sheet
Title:
Agency / In
stitutio
n:
Proje
ct
Title:
Proje
ct
Locatio
n:
Revisions:
By: Description:Date:No.
Sheet
Date
Set
DFD
Graphic
Scale
Number
Issued
Type
Number
Scale
PR
SEE DRAWING
SEE DRAWING
10I3O
12/14/2010
ww
w.edgeconsult.co
m
608.64
4.15
49 fax
608.64
4.14
49 voice
Prairie du Sac, WI 53
578
624
Water Street
UNIV
ERSIT
Y O
F W
ISC
ON
SIN - L
A C
RO
SS
EW
HIT
NE
Y C
EN
TE
R - R
ET
AININ
G W
AL
L S
TU
DY
LA C
RO
SS
E,
WIS
CO
NSIN
22 x 34 - 1/2" = 1’-0"SCALE: 11 x 17 - 1/4" = 1’-0"
A
PROPOSED MODULAR BLOCK RETAINING WALL
1’-0"
1’-0"
2’-6"
10"
3" MIN. COVER(4) #5 VERT. R-BAR SPACE EQUAL
6" MIN. EMBEDMENT WITH HILTI HIT RE 500 EPOXY ADHESIVE OR EQUIV.(2) #5 R-BAR x 12" SPACE EQUAL
(4) #5 J-HOOKS
REBUILD CONC. STEPS
APPRO
X. 1
2’-0" (FIELD V
ERIF
Y)
COLD JOINT
A-A
SECTION A-A
1’-6"
10"
1’-0"
8"
2’-6"
6" MIN. EMBEDMENT WITH HILTI HIT RE 500 EPOXY ADHESIVE OR EQUIV.(2) #5 R-BAR x 12" SPACE EQUAL
12" SQUARE PIER OR 12" DIA COLUMN1 PER EACH SIDECONCRETE SUPPORT MEMBER
1
32
HIGH STRENGTH FIBERGLASS PINS
C300
22 x 34 - 1/2" = 1’-0"SCALE: 11 x 17 - 1/4" = 1’-0"
B
C300
RETAINING WALL SECTION DETAIL
2’-0"
OF EXCAVATIONAPPROXIMATE LIMITS
CAP UNIT
FIBERGLASS PINSHIGH STRENGTH
1
32
SIT
E D
ET
AIL
S
C300
MIN 15" + 10% ’H
EIG
HT’
(TO REMAIN)EXISTING CONC. WALK
EXISTING BOND BREAKER
ELEV: 676.10
ELEV: 679.35
REPAVE 2.0% OR LESS SLOPE, ACHIEVING ADA COMPLIANCERETOP EXISTING CONCRETE SLAB
APPROX. 10’-0" (FIELD VERIFY)
EXISTING JOINT (TO REMAIN)EXISTING CONCRETE DECK
6" MIN. EMBEDMENT WITH HILTI HIT RE 500 EPOXY ADHESIVE OR EQUIV.(4) #5 R-BAR x 24" SPACE EQUAL
#5 R-BAR 6" EMBEDMENT WITH HILTI HIT RE 500 EPOXY ADHESIVE OR EQUIV.PIN AT TOP OF EVERY OTHER BLOCK
(GRAY SHADE AREA)GROUT CORES OF TOP TWO BLOCKS
(HATCHED AREA)WHICH CAN NOT BE POURED WITH CONC. PIERTOP END OF PIER TO BE HIGH STRENGTH GROUT
NEW SURFACE MOUNTED HANDRAIL
(TO REMAIN)EXISTING RETAINING WALL FOOTING
PROPOSED FOOTING
(REMOVE & REPLACE)EXISTING WASHED STONE/LANDSCAPING
#5 R-BAR 6" EMBEDMENT WITH HILTI HIT RE 500 EPOXY ADHESIVE OR EQUIV.PIN AT BOTTOM OF EVERY OTHER BLOCK
(TO REMAIN)EXISTING RETAINING WALL FOOTING
(TO REMAIN)EXISTING SIDEWALK
PROPOSED FOOTING
DRAINAGE FILL MATERIAL
4" PERFORATED PVC DRAINAGE TILE
BACK FILL
12" SQUARE PIER OR 12" DIA COLUMN(1) PER EACH SIDE
CONCRETE SUPPORT PIER, (2) REQUIRED
SECTION AT BRIDGE
8" HIGH BLOCK
MATCH EXISTING 8" MIN. DEPTHLANDSCAPING MULCH,
BACK FILL
1
1
FAILURE PLANE
NEW 8’ WIDE 5" THICK CONC. WALK
2.0% SLOPE, TYP.
CRUSHED AGGREGATE6" OF 1 1//4" COMPACTED
CRUSHED AGGREGATE6" OF 1 1//4" COMPACTED
GEOTEXTILE FILTER FABRIC
(EVERY THIRD COURSE)GEOGRID REINFORCEMENT
WITHIN CORES & BEHIND BLOCKDRAINAGE FILL MATERIAL (12" MIN.)
1’-0"
4" PERFORATED PVC DRAINAGE TILE
4’-0" APPROX.
EMBED
MEN
T DEP
TH
(REMOVE & REPLACE)EXISTING WASHED STONE/LANDSCAPING
(TO REMAIN)EXISTING SIDEWALK
(TO REMAIN)EXISTING RETAINING WALL FOOTING
2’-0"MIN, TYP.
1’-0"
3’-0"
1’-6" 1’-6"
NATIVE SOIL
36" TO
P O
F HA
NDRAIL
42" TO
P O
F G
UARDRAIL
36" TO
P O
F HA
NDRAIL
NEW HANDRAIL NEW GUARDRAIL WITH HANDRAIL
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