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JLA PRO JECT N UM BER :
Cottage Grove Road & Gemin i Dr ive
Madison, Wiscons in 53718
1 2 (0 5 14 (0 1
G R A N D V I E W C O M M O N S
RETAIL BUILDING 'C3 '
SEPT EM BER 1 4 , 2 01 2
des ign deve lopment progress set
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
PRO PO SED 1 (STO RY RETA IL
3 ,76 0 G R O SS SQ U A R E FEET
3 ,33 8 LEA SA BLE SQ U A R E FEET
EL .= 10 2 4 .5 (1 0 0 '(0 " A RC H .)
4'
( 0
"
R A M P U P 2 0 " @ 5 .5 % SLO PE
2 ST EPS U P 1 3 "
6 ' ( 0 "
7'
( 2
"
7'
( 0
"1
' (
0"
4'
( 0
"
1'
( 0
"
5'
( 1
0"
5 ' ( 3 "
3'
( 0
"
1'
( 0
"
5'
( 6
"
ED G E O F PA T IO
PR O PER T Y L IN E T O
6 ' ( 0 " 1 4 ' ( 0 "
10
' (
0"
10
' (
4"
1 7 ' ( 8 "
1 ST EP U P 7 "
G E M I N I D R I V E
C O
T T
A G
E
G
R O
V E
R O
A D
B IKE R A C K
(3 ) B IKES
T Y P IC A L
L IG H T
BO LLA R D S
T YP IC A L
S IT E L IG H T IN G (T Y P IC A L)
JLA PR O JEC T N U M BER :
SH EET T IT LE
SH EET N U M BER
D A T E O F ISSU A N C E
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
A R C H IT EC T U RA L S IT E
PLA N
1 2 (0 5 1 4 (0 1
G R A N D V IEW C O M M O N S
R ET A IL BU ILD IN G 'C 3 '
V ER ID IA N H O M ES
SEPT EM BER 1 4 , 2 0 1 2
ASP(100 1/8" = 1'�0"
16ARCHITECTURAL SITE PLAN
R evis ion Sched u le
M ark D escrip tion D ate
16
A�300
T Y P .
1 ' � 4 "
TY
P.
1'
� 4
"
1 ' � 0 "9 ' � 0 " 2 0 ' � 0 " 9 ' � 0 " 2 7 ' � 0 " 8 ' � 0 " 2 7 ' � 0 " 9 ' � 0 "
9 ' � 0 " 2 7 ' � 0 " 8 ' � 0 " 2 7 ' � 0 " 9 ' � 0 "
1'
� 0
"
28
' �
0"
1'
� 0
"
2 0 ' � 0 " 9 ' � 0 "
1 ' � 0 "
54
' �
0"
3 0 ' � 0 " 8 0 ' � 0 "
1 1 0 ' � 0 "
3 0 ' � 0 " 8 0 ' � 0 "
1 1 0 ' � 0 "
2'
� 0
"
8'
� 0
"8
' �
0"
8'
� 0
"
30
' �
0"
36
' �
0"
17
' �
0"
1'
� 0
"
0"
22
' �
0"
1'
� 0
"
18
' �
0"
3'
� 0
"
11' � 0" 2' � 0"
16
A�301
JLA PR O JEC T N U M BER :
SH EET T IT LE
SH EET N U M BER
D A T E O F ISSU A N C E
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n�re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
FO U N D A T IO N PLA N
1 2 �0 5 1 4 �0 1
G R A N D V IEW C O M M O N S
R ET A IL BU ILD IN G 'C 3 '
V ER ID IA N H O M ES
SEPT EM BER 1 4 , 2 0 1 2
A� 1 0 0
R evis ion Sched u le
M ark D escrip tion D ate
3/16" = 1'�0"16
FOUNDATION PLAN
A�20116
A�201
A�200
A�200
6
16
1
1 ' ( 0 "9 ' ( 0 " 2 0 ' ( 0 " 9 ' ( 0 " 2 7 ' ( 0 " 8 ' ( 0 " 2 7 ' ( 0 " 9 ' ( 0 "
W O O D
PER G O LA
A BO VE
T EN A N T '1 'T EN A N T '1 'T EN A N T '1 'T EN A N T '1 '
1 ,4 20 LEA SA BLE SQ U A R E FEET
1 7 '(0 " C E IL IN G
RO
OF
ST
RU
CT
UR
E
24
"(
30
" P
RE
(E
NG
INE
ER
ED
WO
OD
TR
US
SE
S A
T 2
4" O
.C.
4 " R E IN FO R C ED
C O N C R ET E SLA B
(T Y P IC A L)
4 " R E IN FO R C ED
C O N C R ET E SLA B
(T Y P IC A L)
T EN A N T '2 'T EN A N T '2 'T EN A N T '2 'T EN A N T '2 '
9 6 5 LEA SA BLE SQ U A RE FEET
1 3 '(0 " C E IL IN G
T EN A N T '3 'T EN A N T '3 'T EN A N T '3 'T EN A N T '3 '
9 5 0 LEA SA BLE SQ U A RE FEET
1 3 '(0 " C E IL IN G
3 '(0 " x 7 '(0 "
FU LLY G LA ZED D O O R
BR IC K P IER S W IT H
ST EEL C O LU M N S
T EN A N T D EM IS IN G W A LL T O
U N D ER S ID E O F R O O F D EC K
PO T EN T IA L T EN A N T
D EM IS IN G W A LL T O
U N D ER S ID E O F R O O F
D EC K
16
A�300
9 ' ( 0 " 2 7 ' ( 0 " 8 ' ( 0 " 2 7 ' ( 0 " 9 ' ( 0 "
1'
( 0
"
28
' (
0"
1'
( 0
"
27
' (
1"
2 0 ' ( 0 " 9 ' ( 0 "
1 ' ( 0 "
54
' (
0"
3 0 ' ( 0 " 8 0 ' ( 0 "
1 1 0 ' ( 0 "
T EN A N T D EM IS IN G W A LL T O
U N D ER S ID E O F R O O F D EC K
R EFU SER EFU SER EFU SER EFU SE
2 7 0 SQ U A R E FEET
RO
OF
ST
RU
CT
UR
E
24
"(
30
" P
RE
(E
NG
INE
ER
ED
WO
OD
TR
US
SE
S A
T 2
4" O
.C.
R O O F ST R U C T U R E
2 4 "(3 0 " PR E(EN G IN EER ED W O O D
T R U SSES A T 2 4 " O .C .
(1 2 ) 9 6 G A LLO N R EFU SE
C A R T S 2 6 " X 3 6 "
C A N O PY A BO V E
3 0 ' ( 0 " 8 0 ' ( 0 "
1 1 0 ' ( 0 "
2'
( 0
"
8'
( 0
"8
' (
0"
8'
( 0
"
30
' (
0"
36
' (
0"
17
' (
0"
1'
( 0
"
N O T E:
D O O R LO C A T IO N S A RE FLEX IBLE A N D C A N
BE LO C A T ED A T M O ST W IN D O W LO C A T IO N S.
PO T EN T IA L D O O R
PO T EN T IA L D O O R
4'
( 8
1/
2"
8'
( 1
0"
8'
( 1
0"
4'
( 8
1/
2"
5 1
/2
"5
1/
2"
4 ' ( 0 1 /2 " 4 ' ( 1 1 1 /2 " 5 ' ( 6 1 /2 " 8 ' ( 0 " 5 ' ( 6 1 /2 "
5 1 /2 "1 9 ' ( 1 "
5 1 /2 "5 1 /2 " 5 1 /2 "2 6 ' ( 1 "
5 1 /2 " 5 1 /2 "2 6 ' ( 1 " 5 1 /2 " 5 1 /2 "
1 3 ' ( 0 1 /2 " 8 ' ( 0 " 5 ' ( 0 1 /2 " 5 ' ( 0 1 /2 " 8 ' ( 0 " 8 ' ( 0 " 5 ' ( 0 1 /2 " 5 ' ( 5 1 /2 " 3 ' ( 6 1 /2 "
5 1 /2 "
1 9 ' ( 1 "
5 1 /2 " 5 1 /2 "
5 1 /2 "
5 1 /2 " 5 1 /2 "
2 6 ' ( 1 "
5 1 /2 " 5 1 /2 "
2 6 ' ( 1 "
5 1 /2 " 5 1 /2 "
5 ' ( 6 1 /2 " 1 3 ' ( 6 1 /2 " 4 ' ( 1 1 1 /2 " 4 ' ( 0 1 /2 " EQ EQ 5 ' ( 0 1 /2 " 8 ' ( 0 " 8 ' ( 0 " 5 ' ( 0 1 /2 " EQ EQ 1 3 ' ( 0 1 /2 " 8 ' ( 0 " 5 ' ( 0 1 /2 " 5 ' ( 5 1 /2 " 3 ' ( 6 1 /2 "
5 1
/2
"3
5'
( 1
"5
1/
2"
5 1
/2
"5
1/
2"
35
' (
1"
5'
( 3
1/
2"
7'
( 8
"4
' (
0 1
/2
"
22
' (
0"
5 1
/2
"
1'
( 0
"
17
' (
0"
4'
( 0
"
5 1
/2
"
7' �
8"
4' �
0 1
/2"
1' �
0"
1' �
0"
C A N O PY A BO V E
4' �
0"
16
A�301
TYP.1' � 4"
TY
P.
1' �
4"
A�20118
A�201
6
1 1 ' ( 0 " 2 ' ( 0 "
JLA PR O JEC T N U M BER :
SH EET T IT LE
SH EET N U M BER
D A T E O F ISSU A N C E
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
G R O U N D FLO O R PLA N
1 2 (0 5 1 4 (0 1
G R A N D V IEW C O M M O N S
R ET A IL BU ILD IN G 'C 3 '
V ER ID IA N H O M ES
SEPT EM BER 1 4 , 2 0 1 2
A( 1 0 1 3/16" = 1'�0"
16GROUND FLOOR PLAN
R evis ion Sched u le
M ark D escrip tion D ate
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
16
A�300
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
TOP OF MASONRY117' � 0"
HIGH TRUSSBEARING
117' � 1 1/8"12 3 3
3
3 1
4
5 4 4 4 161 6 67 7
8
9
3
1 0
1 1 1 1 1 1
4 44
GROUND FLOOR100' � 0"
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
LOW TRUSSBEARING
113' � 1 1/8"
TOP OF FOOTING96' � 0"
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
BOTTOM OFFOOTING
95' � 0"
TOP OF MASONRY117' � 0"
TOP OF MASONRY117' � 0"
16
A�301
HIGH TRUSSBEARING
117' � 1 1/8"
HIGH TRUSSBEARING
117' � 1 1/8"
1
6
4
3
5 1 6 3
1 0
8
3
1 1
JLA PR O JEC T N U M BER :
SH EET T IT LE
SH EET N U M BER
D A T E O F ISSU A N C E
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
EX TER IO R ELEV A T IO N S
1 2 (0 5 1 4 (0 1
G R A N D V IEW C O M M O N S
R ET A IL BU ILD IN G 'C 3 '
V ER ID IA N H O M ES
SEPT EM BER 1 4 , 2 0 1 2
A( 2 0 0
R evis ion Sched u le
M ark D escrip tion D ate
3/16" = 1'�0"6
WEST ELEVATION (GEMINI DRIVE)
3/16" = 1'�0"16
SOUTH ELEVATION(COTTAGE GROVE ROAD)
EXT ER IO R M A TER IA LS SC H ED U LE
M A RK D ESC R IPT IO N M A N U FA C TU RER T Y PE / ST Y LE D IM EN S IO N S C O LO R N O T E
1 M A SO N RY # 1 T BD T BD
2 M A SO N RY # 2 T BD T BD
3 M A SO N RY # 3 T BD T BD
4 M ETA L PA N EL T BD T BD
5 PR EFIN ISH ED M ET A L C O P IN G T BD T BD
6 M ETA L S IG N A G E T BD T BD
7 M ET A L EN T R Y C A N O PY T BD T BD
8 C O PED STEEL PERG O LA C O LU M N T BD T BD
9 W O O D PER G O LA BEA M T BD T BD
1 0 W O O D PER G O LA R IB T BD T BD
1 1 A LU M IN U M EN TR A N C E D O O R (S ) T BD T BD
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
16
A�300
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
TOP OF MASONRY117' � 0"
HIGH TRUSSBEARING
117' � 1 1/8"
LA N D IN G
5 ' ( 6 "
R A M P ( 2 0 " R ISE A T 5 .5 % M A X IM U M SLO PE
3 0 ' ( 0 "
1 0 ' ( 0 "
W A LL & PLA N T ER BEY O N D
1 8 ' ( 0 "
ST EPS
1 0 ' ( 0 "
7 ' ( 6 "
PLA N T ER
1 7 ' ( 6 "
PLA N T ER
4 ' ( 0 "
ST EPS
4 ' ( 0 "
W A LL
1 ' ( 0 "
R A M P
4 ' ( 0 "
W A LL
1 ' ( 0 "
PLA N T ER
8 ' ( 0 "
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
TOP OF MASONRY117' � 0"
HIGH TRUSSBEARING
117' � 1 1/8"
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
16
A�300
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
TOP OF MASONRY117' � 0"
HIGH TRUSSBEARING
117' � 1 1/8"
JLA PR O JEC T N U M BER :
SH EET T IT LE
SH EET N U M BER
D A T E O F ISSU A N C E
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
EX TER IO R ELEV A T IO N S
1 2 (0 5 1 4 (0 1
G R A N D V IEW C O M M O N S
R ET A IL BU ILD IN G 'C 3 '
V ER ID IA N H O M ES
SEPT EM BER 1 4 , 2 0 1 2
A( 2 0 1
R evis ion Sched u le
M ark D escrip tion D ate
3/16" = 1'�0"1
EAST ELEVATION(WITH SITE WALLS & PLANTERS)
3/16" = 1'�0"16
NORTH ELEVATION(WITH SITE WALLS & PLANTERS)
3/16" = 1'�0"18
NORTH ELEVATION(BUILDING ONLY)
3/16" = 1'�0"6
EAST ELEVATION(BUILDING ONLY)
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
PR O V ID E 2 " R IG ID IN SU LA T IO N
A T PER IM ET ER (TY P IC A L )
FLO O R A SSEM BLY (1FLO O R A SSEM BLY (1FLO O R A SSEM BLY (1FLO O R A SSEM BLY (1
PO U RED A S PA R T O F T EN A N T
BU ILD (O U T (T YP IC A L )
T Y P IC A L EN T R A N C E C A N O PYT Y P IC A L EN T R A N C E C A N O PYT Y P IC A L EN T R A N C E C A N O PYT Y P IC A L EN T R A N C E C A N O PY
PR EFIN ISH ED A LU M IN U M ( S IM ILA R T O
'A IRFLO W A IRFO IL SER IES ' FR O M B& C
A W N IN G S, IN C .
TO
S
TR
UC
TU
RE
13
' (
1 1
/8
"
EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2
BET W EEN ST O R EFR O N T W IN D O W S
EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1
EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1
PR EC A ST C O N C RET E S ILL (T YP IC A L )
T Y P IC A L A LU M IN U M ST O R EFR O N TT Y P IC A L A LU M IN U M ST O R EFR O N TT Y P IC A L A LU M IN U M ST O R EFR O N TT Y P IC A L A LU M IN U M ST O R EFR O N T
'K A W N EER (TR IFA B VG 45 1 T ' O R EQ U A L
W ITH C LEA R LO W (E IN SU LA TED G LA SS
ST EEL A N G LE A T BR IC K
W IN D O W H EA D (T Y P IC A L )
TOP CHORDS P ITCHED 1/4 " PER FOOTTO AL LOW DRA INAGE TO RO OF DRA IN
R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1
T Y P IC A L C O P IN GT Y P IC A L C O P IN GT Y P IC A L C O P IN GT Y P IC A L C O P IN G
PR EFIN ISH ED A LU M IN U M /STEEL
'SN A P(O N ' C O P IN G SY ST EM
T Y P IC A L FO O T IN GT Y P IC A L FO O T IN GT Y P IC A L FO O T IN GT Y P IC A L FO O T IN G
2 '(0 " x 1 '(0 " C O N T IN U O S C A ST (
IN (PLA C E C O N C RET E FO O T IN G
W IT H (2 ) # 4 BA R S C O N T IN U O U S
T Y P IC A L FO U N D A T IO N W A LLT Y P IC A L FO U N D A T IO N W A LLT Y P IC A L FO U N D A T IO N W A LLT Y P IC A L FO U N D A T IO N W A LL
1 1 " C A ST ( IN (PLA C E C O N C R ETE W IT H
V ER T IC A L # 4 BA R @ 48 " O .C . A N D (2 ) # 4
BA RS C O N T IN U O U S A T TO P & BO T TO M
TOP OF MASONRY117' � 0"
TO
CA
NO
PY
8' �
0"
11
' � 8
"
VE
RIF
Y R
.O.
2' �
8"
1' �
4"
VE
RIF
Y R
OU
GH
OP
EN
I NG
6' �
0"
1' �
8"
TYPICAL
4' � 0"
4' � 0"
15
CO
UR
SE
S
5' �
4"
30
CO
UR
SE
S
10
' � 0
"
5 C
OU
RS
ES
1' �
8"
5 C
OU
RS
ES
1' �
8"
0' �
8"
9 C
OU
RS
ES
3' �
0"
A C C EN T BR IC K BA N D IN G
(2 C O U R SES )
JLA PR O JEC T N U M BER :
SH EET T IT LE
SH EET N U M BER
D A T E O F ISSU A N C E
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
T Y P IC A L BU ILD IN G
SEC T IO N
1 2 (0 5 1 4 (0 1
G R A N D V IEW C O M M O N S
R ET A IL BU ILD IN G 'C 3 '
V ER ID IA N H O M ES
SEPT EM BER 1 4 , 2 0 1 2
A( 3 0 0 1/2" = 1'�0"
16TYPICAL BUILDING SECTION
R evis ion Sched u le
M ark D escrip tion D ate
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
TOP OF MASONRY117' � 0"
HIGH TRUSSBEARING
117' � 1 1/8"
HIG
H T
RU
SS
BE
AR
ING
17
' � 1
1/8
"
TY
PIC
AL
11
' � 8
"
VE
RIF
Y R
.O.
2' �
8"
1' �
4"
VE
RIF
Y R
OU
GH
OP
EN
ING
6' �
0"
1' �
8"
GIR
DE
R T
RU
SS
4' �
0"
LO
W T
RU
SS
& G
IRD
ER
TR
US
S B
EA
RIN
G
13
' � 1
1/8
"
4 8 " G IR D ER T R U SS
FU LLY IN SU LA T E
EN VELO PE
4 8 " G IR D ER T R U SS
FU LLY IN SU LA T E
EN VELO PE
GIR
DE
R T
RU
SS
4' �
0"
LO
W T
RU
SS
& G
IRD
ER
TR
US
S B
EA
RIN
G
13
' � 1
1/8
"
VE
RIF
Y R
OU
GH
OP
EN
ING
7' �
2"
OVERHANG (TYP)
4' � 0"
MIN
.
2' �
0"
T EN A N T SPA C E #1 R EFU SE R O O M T EN A N T SPA C E #2
1 (H O U R R A T ED W A LL
U P TO U N D ERS ID E O F
R O O F D EC K
1 (H O U R R A T ED W A LL
U P TO U N D ERS ID E O F
R O O F D EC K
TO
UN
DE
RS
IDE
OF
PE
RG
OL
A
8' �
0"
BR
ICK
PIE
R
3' �
0"
ST
EE
L C
OL
UM
N H
EIG
HT
10
' � 8
"
EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2
S IM ILA R ( O N T RU SSES IN ST EA D
O F ST U D W A LLS
EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1
SEE 1 6 /A 3 0 0 FO R A D D IT IO N A L IN FO R M A T IO N
R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1
T Y P IC A L FA SC IAT Y P IC A L FA SC IAT Y P IC A L FA SC IAT Y P IC A L FA SC IA
PR EF IN ISH ED A LU M IN U M FA SC IA SY ST EM
R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1
EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2
T Y P IC A L O V ER H A N GT Y P IC A L O V ER H A N GT Y P IC A L O V ER H A N GT Y P IC A L O V ER H A N G
O U T R IG G ER S PR EFA BR IC A T ED A S PA R T O F RO O F T R U SSES
R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1
TOP CHORDS P ITCHED 1/4" PER FOOT
TO AL LOW DRA INA GE TO R OOF DRA IN
2 x6 PERG O LA C R O SS(M EM BER S
W IT H PR O F ILED EN D S
2 x12 PERG O LA BEA M S
W IT H PR O FILED EN D
W 8 ST EEL C O LU M N
BR IC K P IER W IT H PR EC A ST
C O N C RET E C A P
PR O V ID E 2 " R IG ID IN SU LA T IO N
A T PER IM ET ER (TY P IC A L )
FLO O R A SSEM BLY (1FLO O R A SSEM BLY (1FLO O R A SSEM BLY (1FLO O R A SSEM BLY (1
PO U RED A S PA R T O F T EN A N T
BU ILD (O U T (T YP IC A L )
TYPICAL
4' � 0"
JLA PR O JEC T N U M BER :
SH EET T IT LE
SH EET N U M BER
D A T E O F ISSU A N C E
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
BU ILD IN G SEC T IO N
1 2 (0 5 1 4 (0 1
G R A N D V IEW C O M M O N S
R ET A IL BU ILD IN G 'C 3 '
V ER ID IA N H O M ES
SEPT EM BER 1 4 , 2 0 1 2
A( 3 0 1
R evis ion Sched u le
M ark D escrip tion D ate
3/8" = 1'�0"16
SECTION THROUGH HIGH ROOF
Sheet Number:
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0
(PAGE SIZE: 24x36)
CO
TT
AG
E G
RO
VE R
OA
D
SCALE: 1"= 10’
10
DATE: 09-19-12
DRAWN BY: BJH
FN: 12-05-134
C104U:/USER/1205134/DRAWINGS/BASEFILE.DGN (SITE PLAN)
MA
DIS
ON, W
ISC
ON
SIN
GRANDVIEW COMMONS
C3 RETAIL BUILDING
GA
RN
DVIE
W C
OM
MO
NS C
3 R
ET
AIL B
UIL
DIN
G
FIRE HYDRANT
FIRE HYDRANT
FIRE ACCESS LANE
FIR
E A
CC
ESS P
LA
N
5925 S
HA
RPS
BU
RG D
RIV
E
GEMINI DRIVE
LEGEND
Sheet Number:
REVISED:
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0
(PAGE SIZE: 24x36)
CO
TT
AG
E G
RO
VE R
OA
D
SCALE: 1"= 10’
10
DATE: 09-19-12
DRAWN BY: BJH
FN: 12-05-134
C103
MA
DIS
ON, W
ISC
ON
SIN
GA
RN
DVIE
W C
OM
MO
NS C
3 R
ET
AIL B
UIL
DIN
G
5925 S
HA
RPS
BU
RG D
RIV
E
SIT
E U
TILIT
Y P
LA
N
CB#4RIM-1022.3
INV=1017.3 NE, W 1018.3 SW
MH#7RIM=1022.3
INV=1013.89 NE 1014.06 SW
54’-8" PVC S
ANITA
RY S
EW
ER
8"X
6" T
EE
6" WATER SERVICE
6" STORM SEWER@ 1/8"/FTINV=1017.74
6" V
AL
VE
6" WATER SERVICE
INL#13TC=1023.75INV=1020.24
28’-12" STORM SEWER @ 1%
CB#7RIM=1023.6INV=1019.71 N 1019.96 E,W
105’-18" STORMSEWER @ 1.4%
138’-15" STORM SEWER @ 0.5%
HYDRANT
HYDRANT
40’-6" SANITARY SEWER @ 1/8 IN/FT
INV=1014.48
CB#3RIM-1021.4
INV=1016.22 E, SW 1017.22 W
MH#6RIM=1021.5INV=1013.25 E 1013.35 SW 1013.52 W
54’-18" STO
RM S
EW
ER @ 2%
35’-6" STORM SEWER @ 1/8"/FT
INV=1018.66
FUTURE
BUILDING
GRANDVIEW COMMONS
C3 RETAIL BUILDING
FINISHED FF = 1024.5
8" DI WATER MAIN(PUBLIC)
18" S
TO
RM S
EW
ER
8" S
ANIT
AR
Y S
EW
ER (P
UB
LIC)
8" D
I WA
TE
R M
AIN (P
UB
LIC)
53’-6" SANITARYSEWER @ 1/8 IN/FT
8" DI WATER MAIN (PUBLIC)
LIGHT POLE
CONSTRUCTION OF ALL PUBLIC AND PRIVATE UTILITIES SHALL CONFORM WITH CITY OF MADISON STANDARDS
U:/USER/1205134/DRAWINGS/BASEFILE.DGN (UTILITY PLAN)
PROPOSED SANITARY SEWER
PROPOSED WATER SERVICE
PROPOSED STORM SEWER
PROPOSED CATCHBASIN OR MANHOLE
PROPOSED INLET
36’
PUBLIC UTILITY EASEMENT
45^ BEND
GEMINI DRIVE
3’
WI
DE
PU
BLI
C
SI
DE
WA
LK
EA
SE
ME
NT
1024
1022
LEGEND
Sheet Number:
REVISED:
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0
(PAGE SIZE: 24x36)
CO
TT
AG
E G
RO
VE R
OA
D
SCALE: 1"= 10’
10
DATE: 09-19-12
DRAWN BY: BJH
FN: 12-05-134
C102
MA
DIS
ON, W
ISC
ON
SIN
GA
RN
DVIE
W C
OM
MO
NS C
3 R
ET
AIL B
UIL
DIN
G
5925 S
HA
RPS
BU
RG D
RIV
E
SIT
E G
RA
DIN
G P
LA
N
GRANDVIEW COMMONS
C3 RETAIL BUILDING
FINISHED FF = 1024.5
FUTURE
BUILDING
x 1021.0
x 1021.7
1021.0 x
x 1022.2
2.5
%
x 1023.7
x 1022.610
22.5 x
x 1022.4
x 1024.1
1.2
%
x 1022.5
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED SPOT GRADE
10261
024
GRADING & EROSION CONSTROL ACTIVITIES SHALL CONFORM TO CHAPTER 37 AND ALL CITY OF MADISON STANDARDS
U:/USER/1205134/DRAWINGS/BASEFILE.DGN (GRADING PLAN)
GEMINI DRIVE
G
1028
GEMINI DRIVE
1022
1024
1024
1024
1022
BIKE RACK DETAILNOT TO SCALE
Sheet Number:
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0
(PAGE SIZE: 24x36)
CO
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AG
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SIT
E P
LA
N
SCALE: 1"= 10’
10
DATE: 09-19-12
DRAWN BY: BJH
FN: 12-05-134
C101U:/USER/1205134/DRAWINGS/BASEFILE.DGN (SITE PLAN)
MA
DIS
ON, W
ISC
ON
SIN
30’
N01°35’05"W 139.15’
N01°35’05"W 164.15’
S88°24’4
5"W 4
9.6
9’
S88°24’4
5"W 7
4.6
9’
10’8’10’10’10’10’10’
17.7’
21’
5’
33.15’
18’
24’
27’
GRANDVIEW COMMONS
C3 RETAIL BUILDING
GA
RN
DVIE
W C
OM
MO
NS C
3 R
ET
AIL B
UIL
DIN
G
STOPSIGN
CONSTRUCT COMMERCIAL DRIVEENTRANCE PER CITY OF MADISONSTANDARDS
18" CURB & GUTTER
18" CURB & GUTTER
20’
R
4’
R 4’
R
6’
3’
PUBLIC SIDEWALKEASEMENT
PUBLIC UTILITYEASEMENT
DOC NO 3709564
BIKE/PED PATH
SID
EW
AL
K
FUTURE
BUILDING
5925 S
HA
RPS
BU
RG D
RIV
E
PROPOSED IMPROVEMENTS ON GEMINI DRIVETO BE CONSTRUCTED AS PART OF THE PLATDEVELOPMENT AND SHALL BE IN CONFORMANCEWITH PLANS ISSUED BY THE CITY ENGINEER ANDARE NOT APPROVED AS PART OF THIS PLAN
BIKERACK
LOT 65
0
TOWN
CENTER
ADDITI
ON
TO GRANDVI
EW C
OMONS
LOT 64
8
TOWN
CENTER
ADDITI
ON
TO GRANDVI
EW C
OMONS
LIMITS OF CONSTRUCTION FOR C3 RETAIL BLDG SIP
GEMINI DRIVE
DEDICATED FOOTPRINT
PLAN VIEW
FRONT ELEVATION SIDE ELEVATION
7.5"1’-5"
3’-0"
3’-0"
6’-0"
CONCRETE PAD
STAINLESS STEELANCHOR BOLTS WITHTAMPERPROOF TOPS
INVERTED "U" TYPEBICYCLE RACK
SURFACE MOUNTED WITH CIRCULAR BASES
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