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K-2015-8PINOIRLAVATORYVITREOUS CHINAK-2015-8PINOIRLAVATORYVITREOUS CHINAK-2015-8PINOIRLAVATORYVITREOUS CHINAK-2015-8PINOIRLAVATORYVITREOUS CHINA
K-2015-8PINOIRLAVATORYVITREOUS CHINAK-2015-8PINOIRLAVATORYVITREOUS CHINAK-2015-8PINOIRLAVATORYVITREOUS CHINAK-2015-8PINOIRLAVATORYVITREOUS CHINA
SLOP
E1:1
2
UP
UP
UP
PERVIOUS PAVER TRAMWAITING AREA
PRESERVE AND PROTECTEXISTING MATURE OAK
TREE. ENLARGE MULCH BEDIN NEW / EXISTING PAVING
PERVIOUS CONCRETEPAVERS (TYP.)
NEW TRAM PATH PER CITYVEHICULAR ACCESS STANDARDS
PERVIOUS CONCRETE PAVERS (TYP.)
12'-0
"
REUSE EXISTING BRICK PAVERSTO CONNECT TRAM WAITING
AREA AND DONOR ARBOR
COLORED CONCRETE BAND
SEAT WALL ANDPLANTER
13'-2
"11
'-10"
1'-8"TYP.
14'-1
0"
4L002
3L002
PERVIOUS CONCRETEPAVERS (TYP.)
STONE CAP
6'
BEGIN BRICK PAVING,TIE IN TO EXISTING
BRICK WALKWAY
6L002
DISSIPATION BASIN,SEE DETAIL
PERVIOUS CONCRETEPAVERS (TYP.)
3L002
10'
3'
10'
+/-10'-0"MATCH EX. WIDTH
PLAN
TING
ARE
ABY
OW
NER
(TYP
.)
12'-4
"
R28'
TIE IN TO EXISTINGWALKWAY
STANDARDSEAT WALL
SEAT WALL
EXISTING WALKWAY
REUSE EXISTING BRICKPAVERS TO CONNECT TRAM
PATH AND DONOR ARBOR
14'-3
"
TIE IN TO EXISTINGBRICK WALKWAY
TIE IN TO EXISTINGBRICK WALKWAY
TIE IN TO EXISTINGCONCRETE WALKWAY
STANDARDSEAT WALL
TIE IN TO EXISTINGBRICK WALKWAY
4'-0" WIDECONCRETE WALK
PLANTING AREABY OWNER (TYP.)
2L002
12'
19'-7
"
2L002
14'-9"5'-10"13'-1"
8'-11"
8'-11"13'-1"
12'
12'-3
"
R29'-
8"2'
TYP.
5'-10"
8'-4" 4'-1"15'-5"
14'-1
0"
3'
6'-3"
15'-6"
10"
R110'
5'
2'
10'-6"
10'-9
"
2' TY
P.
1'-11"
6'-8"
EMBOSSED CONCRETE BAND
R4'
R64'-
0"
COLORED CONCRETE BAND
1L002
1L002
3L002
1L002
2'
R4'
2'6'
2'
1'-4"
3' 3' 5'-6" 5'-6" 3' 3'
PERMEABLE PAVER UNDER DRAIN
PERMEABLE PAVERUNDER DRAIN
UNDER DRAINCLEANOUT, TYP.
1L002
UNDER DRAINCLEANOUT, TYP.
PERMEABLE PAVERUNDER DRAIN
5L002
5L002
PERMEABLE PAVER UNDER DRAIN
L001
HARDSCAPE
PLAN
1" = 10'-0"L001
1 HARDSCAPE PLAN
DRAWN BY: CHECKED BY:
PROJECT NO.
PROJECT PHASE
Dra
win
g 2
01
7 C
op
yrig
ht M
eye
r, S
ch
ere
r &
R
ockca
stle
, L
td
.
Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.
ISSUE
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly
Licensed Architect under the Laws of the State of Minnesota.
ARCHITECT SEAL
Signature:
Print Names:
Date: License No:
DATEMARK DESCRIPTION
KSD KSD
11
/2
8/2
01
7 2
:4
8:4
5 P
MC
:\P
ro
je
cts\2
01
70
16
_R
17
_C
en
tra
l_
ch
ris.rvt
DESIGN DEVELOPMENT
2017016
Civil Engineer
Vierbicher Associates, Inc.
999 Fourier Drive, Suite 201
Madison, WI 53717
608.826.0532 tel
Landscape Architect
Ken Saiki Design, Inc.
1110 South Park
Madison, WI 53715
608.251.3600 tel
Structural Engineer, Technology and A/V
IMEG Corp.
1800 Deming Way, Suite 200
Middleton, WI 53562
608.223.9600 tel
MEP Engineer
MEP Associates, LLC
860 Blue Gentian Road, Suite 175
Eagan, MN 55121
651.379.9120 tel
Olbrich B
otanical G
ardens
Expansion P
hase 1
33
30
A
tw
oo
d A
ve
nu
e
Ma
diso
n, W
I 5
37
04
Fire Protection Engineer and Code Consultant
Summit Fire Consulting
575 Minnehaha Ave West
St. Paul, MN 55103
651.251.1880 tel
Greenhouse Design
Rough Brothers, Inc.
5513 Vine Street
Cincinnati, OH 45217
513.242.0310 tel
09.29.2017 SCHEMATIC DESIGN SUBMISSION
12.08.2017 DD PRICING SET
01.10.2018 DESIGN DEVELOPMENT SUBMISSION
01.17.2018 UDC SUBMISSION
03.30.2018 70% CDs
N
NOT FOR BIDDING
6"
PERMEABLE PAVER UNITS
PERMEABLE JOINT MATERIAL
2" BEDDING COURSE(38" OPEN-GRADED AGGREGATE)
4" BASE COURSE(34"-1" OPEN-GRADED AGGREGATE)
6" MIN. SUB BASE COURSE(2"-3" OPEN-GRADED AGGREGATE)
SUB-GRADE SOIL(NON-COMPACTED / ZERO SLOPE)
GEOTEXTILE FABRIC(OPTIONAL)UNDER DRAIN PIPE AS REQUIRED(REFER TO LAYOUT PLAN)
GALVANIZED SPIKEPAVER EDGE RESTRAINT SYSTEM
EXTEND BASE COURSE 6" MIN. BEYONDEDGE OF FINISHED PAVEMENT
PROVIDE IRRIGATION SLEEVESWHERE NECESSARY
(REFER TO IRRIGATION PLANS)
6"PERMEABLE PAVER UNITS
PERMEABLE JOINT MATERIAL
2" BEDDING COURSE(38" OPEN-GRADED AGGREGATE)
4" BASE COURSE(34"-1" OPEN-GRADED AGGREGATE)
6" MIN. SUB BASE COURSE(2"-3" OPEN-GRADED AGGREGATE)
SUB-GRADE SOIL(NON-COMPACTED / ZERO SLOPE)
3"
GEOTEXTILE FABRIC(OPTIONAL)
UNDER DRAIN PIPE AS REQUIRED(REFER TO CIVIL)
CONCRETE CURB
PROVIDE IRRIGATION SLEEVESWHERE NECESSARY
(REFER TO IRRIGATION PLANS)
STONE CAP TO MATCHARBOR COLUMNS
STONE VENEER TO MATCHARBOR COLUMNS
1'-6" 1" OVERHANG
PLAN
TING
SOI
LPR
OFILE
TO
BESP
ECIF
IED
GEOTEXTILE FABRIC
FREE-DRAINING CLEARSTONE BACKFILL
WATERPROOFING
COMPACTED GRANULAR BASE
#4 EPOXY COATED @ 12" O.C.HORIZONTAL
#5 EPOXY COATED @ 16" O.C.
3'-0"
1'-0"
REINFORCED CONCRETEFOOTING
SLOPE
2'-0"
4'-0"
11
PERMEABLE PAVER UNITS
1'-0"
JOISTS ABOVE(REFER TO ARCHITECTURE)BEAM ABOVE(REFER TO ARCHITECTURE)LADDER ANCHOR
STAINLESS STEE CABLE(VERTICAL)
STAINLESS STEEL ROD(HORIZONTAL)
CROSS CLAMP
THREADED ANCHOREMBEDDED IN CONCRETEFOOTING BELOW GRADE
CONCRETE FOOTING
CROSS CLAMP
STAINLESS STEEL ROD(HORIZONTAL)
STAINLESS STEE CABLE(VERTICAL)
LADDER ANCHOR
THREADED ANCHOREMBEDDED IN CONCRETEFOOTING BELOW GRADE
FRONT VIEW SIDE VIEW
JOISTS ABOVE(REFER TO ARCHITECTURE)
BEAM ABOVE(REFER TO ARCHITECTURE)
LADDER ANCHOR ROD
STAINLESS STEE CABLE(VERTICAL)
STAINLESS STEEL ROD(HORIZONTAL)CROSS CLAMP
THREADED ANCHOREMBEDDED IN CONCRETEFOOTING BELOW GRADE
CONCRETE FOOTING
LADDER ANCHOR ROD
STAINLESS STEE CABLE(VERTICAL)
CROSS CLAMP
THREADED ANCHOREMBEDDED IN CONCRETEFOOTING BELOW GRADE
FRONT VIEW
STONE VENEER
STONE CAP(REFER TO GRADING
PLAN FOR TOP OF WALLELEVATIONS)
STAINLESS STEELRODS @ 24" O.C.
STONE COBBLE
REINFORCEDCONCRETE FOOTING
CONCRETE BASINCOMPACTED AGGREGATE BASEPREPARED SUBGRADE
THREADED ANCHOREMBEDDED IN CONCRETEFOOTING BELOW GRADE
ALUMINUM GRATEADJUSTABLE PEDESTALSTO SUPPORT GRATES
VINE PIT OPEN TO SOIL BELOW (TYPICAL)
REFER TO VINE LADDER DETAILS
RAIN CHAIN RAINCHAIN
RAIN CHAINSCUPPER
RAIN CHAINSCUPPER
PERMEABLE PAVER UNITS
PERMEABLE JOINT MATERIAL
2" BEDDING COURSE(38" OPEN-GRADED AGGREGATE)
4" BASE COURSE(34"-1" OPEN-GRADED AGGREGATE)
6" MIN. SUB BASE COURSE(2"-3" OPEN-GRADED AGGREGATE)
SUB-GRADE SOIL(NON-COMPACTED / ZERO SLOPE)
PROVIDE IRRIGATION SLEEVESWHERE NECESSARY
(REFER TO IRRIGATION PLANS)
GEOTEXTILE FABRIC(OPTIONAL)
UNDER DRAIN PIPE AS REQUIRED(REFER TO CIVIL)
EMBOSSED CONCRETE BAND
24"
STONE CAP TO MATCHARBOR COLUMNS
STONE VENEER TO MATCHARBOR COLUMNS
1'-6" 1" OVERHANG
COMPACTED GRANULAR BASE
#4 EPOXY COATED @ 12" O.C.HORIZONTAL
#5 EPOXY COATED @ 16" O.C.
3'-0"
1'-0"
REINFORCED CONCRETEFOOTING
SLOPE
ADJACENT PAVEMENT
2'-0"
4'-0"
GEOTEXTILE FABRIC
FREE-DRAINING CLEARSTONE BACKFILL
WATERPROOFING
11
L002
HARDSCAPE
DETAILS
1" = 1'-0"L002
1 COURTYARD PERMEABLE PAVEMENT W/ EDGE RESTRAINT SYSTEM
DRAWN BY: CHECKED BY:
PROJECT NO.
PROJECT PHASE
Dra
win
g 2
01
7 C
op
yrig
ht M
eye
r, S
ch
ere
r &
R
ockca
stle
, L
td
.
Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.
ISSUE
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly
Licensed Architect under the Laws of the State of Minnesota.
ARCHITECT SEAL
Signature:
Print Names:
Date: License No:
DATEMARK DESCRIPTION
KSD KSD
11
/2
8/2
01
7 2
:4
8:4
5 P
MC
:\P
ro
je
cts\2
01
70
16
_R
17
_C
en
tra
l_
ch
ris.rvt
DESIGN DEVELOPMENT
2017016
Civil Engineer
Vierbicher Associates, Inc.
999 Fourier Drive, Suite 201
Madison, WI 53717
608.826.0532 tel
Landscape Architect
Ken Saiki Design, Inc.
1110 South Park
Madison, WI 53715
608.251.3600 tel
Structural Engineer, Technology and A/V
IMEG Corp.
1800 Deming Way, Suite 200
Middleton, WI 53562
608.223.9600 tel
MEP Engineer
MEP Associates, LLC
860 Blue Gentian Road, Suite 175
Eagan, MN 55121
651.379.9120 tel
Olbrich B
otanical G
ardens
Expansion P
hase 1
33
30
A
tw
oo
d A
ve
nu
e
Ma
diso
n, W
I 5
37
04
Fire Protection Engineer and Code Consultant
Summit Fire Consulting
575 Minnehaha Ave West
St. Paul, MN 55103
651.251.1880 tel
Greenhouse Design
Rough Brothers, Inc.
5513 Vine Street
Cincinnati, OH 45217
513.242.0310 tel
09.29.2017 SCHEMATIC DESIGN SUBMISSION
12.08.2017 DD PRICING SET
01.10.2018 DESIGN DEVELOPMENT SUBMISSION
01.17.2018 UDC SUBMISSION
03.30.2018 70% CDs
1" = 1'-0"L002
2
1/2" = 1'-0"L002
4 SEAT WALL AND PLANTER DETAIL
1/2" = 1'-0"L002
7 VINE LADDER (OPTION 1)
1/2" = 1'-0"L002
8 VINE LADDER (OPTION 2)
1/2" = 1'-0"L002
6 DISSIPATION BASIN
COURTYARD PERMEABLE PAVEMENT W/ CONCRETE CURB
1" = 1'-0"L002
3 COURTYARD PERMEABLE PAVEMENT W/ EMBOSSED CONCRETE EDGE
1/2" = 1'-0"L002
5 STANDARD SEAT WALL
NOT FOR BIDDING
//
//
K-2015-8PINOIRLAVATORYVITREOUS CHINAK-2015-8PINOIRLAVATORYVITREOUS CHINAK-2015-8PINOIRLAVATORYVITREOUS CHINAK-2015-8PINOIRLAVATORYVITREOUS CHINA
K-2015-8PINOIRLAVATORYVITREOUS CHINAK-2015-8PINOIRLAVATORYVITREOUS CHINAK-2015-8PINOIRLAVATORYVITREOUS CHINAK-2015-8PINOIRLAVATORYVITREOUS CHINA
SLOP
E1:1
2
UP
UP
UP
DOOR SILLELEV. (853.82')
DOOR SILLELEV. (853.82')
DOOR SILLELEV. 852.22'
DOOR SILLELEV. (852.14')
(851.24) +
+852.70
+852.70
+
851.05
+
850.81
+
+
TW 853.06
TW 853.06
+
851.61
+
851.48
+852.04+
851.05
+850.81
1.5% SLOPE
2.0%
853
DOOR SILLELEV. (853.84')
+(853.33)
DOOR SILLELEV. (853.88')
DOOR SILLELEV. (853.90')
+
+
853.28 +853.64
+853.60
+853.62
+853.41
+853.32
+853.10 +853.22 +853.83
DOOR SILLELEV. (853.85')
2.0% SLOPE
2.0% SLOPE
+ +853.51
+
TW 854.50
TW 854.50 +
852
1.25%
+
(853.10)
+ 853.76
853
+ 853.63
+
853.25
+853.40
+853.40
+
852.90
+
852.62
+853.79
852.24 +852.24
+852.49
852
852
+851.77
+ 851.61
+
+
853.63
2.0% 853.76
+
853.29
+853.09
+853.09
+852.90
+852.95
+
852.62
+ +
852.16
+851.53
2.0%
+851.72
+ 852.04
+(850.90)
2.0%
(851.97) +
+ 852.74
+852.50
+852.70
+
851.63
+
851.39
2.0%
+(851.64)
+(851.44)
+(851.47)
+
851.89+ 851.70
+ 851.74
+851.49
+851.73
+851.73+
851.56
+851.56
+851.73
+851.56
+851.56
+851.73
2.0%
2.0%
+ 851.37
+852.90
+852.33
+852.53
+853.00
2.0%
+852.62+ 852.62
2.0%
2.0%
+(852.00)
MEET EXISTING GRADE
MEETEXISTING GRADE
2.0%
(852.50) +
+(852.51)
MEET EXISTINGGRADE
2.0%2.0%
2.0% 2.0%
3.0%
853
+851.85
MEET EXISTINGGRADE
851 851
+(853.17)
+(852.53)
+(853.26)
+(852.53)
+(853.14)
(853.06)
1.0%
TB 854.86
+
2.0%
+
+853.73
+853.65
+853.66
+853.54
+852.82
MEET EXISTINGGRADE
MEET EXISTINGGRADE
853.10
+
852.31
853.28
1.0%
2.0%
2.0%
2.0% 2.0%
+852.90
+852.88
+852.74
+852.88
+852.74
+852.66
853
853
+853.46
+853.89
+853.71
+853.36
853
853
+853.00
+853.64
+853.58
+852.81 +852.87
+853.72
+853.54
1.5% SLOPE +851.85
1.0%
(851.22)+
MEET
EXISTING GRADE
852851
850849
+848.50
F.F.E. 853.83
L003
GRADING PLAN
1" = 10'-0"L003
1 GRADING PLAN
DRAWN BY: CHECKED BY:
PROJECT NO.
PROJECT PHASE
Dra
win
g 2
01
7 C
op
yrig
ht M
eye
r, S
ch
ere
r &
R
ockca
stle
, L
td
.
Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.
ISSUE
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly
Licensed Architect under the Laws of the State of Minnesota.
ARCHITECT SEAL
Signature:
Print Names:
Date: License No:
DATEMARK DESCRIPTION
KSD KSD
11
/2
8/2
01
7 2
:4
8:4
5 P
MC
:\P
ro
je
cts\2
01
70
16
_R
17
_C
en
tra
l_
ch
ris.rvt
DESIGN DEVELOPMENT
2017016
Civil Engineer
Vierbicher Associates, Inc.
999 Fourier Drive, Suite 201
Madison, WI 53717
608.826.0532 tel
Landscape Architect
Ken Saiki Design, Inc.
1110 South Park
Madison, WI 53715
608.251.3600 tel
Structural Engineer, Technology and A/V
IMEG Corp.
1800 Deming Way, Suite 200
Middleton, WI 53562
608.223.9600 tel
MEP Engineer
MEP Associates, LLC
860 Blue Gentian Road, Suite 175
Eagan, MN 55121
651.379.9120 tel
Olbrich B
otanical G
ardens
Expansion P
hase 1
33
30
A
tw
oo
d A
ve
nu
e
Ma
diso
n, W
I 5
37
04
Fire Protection Engineer and Code Consultant
Summit Fire Consulting
575 Minnehaha Ave West
St. Paul, MN 55103
651.251.1880 tel
Greenhouse Design
Rough Brothers, Inc.
5513 Vine Street
Cincinnati, OH 45217
513.242.0310 tel
09.29.2017 SCHEMATIC DESIGN SUBMISSION
12.08.2017 DD PRICING SET
01.10.2018 DESIGN DEVELOPMENT SUBMISSION
01.17.2018 UDC SUBMISSION
03.30.2018 70% CDs
N
NOT FOR BIDDING
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