L-3

11.11.09

PLANTING

PLAN

NORTH

10’ 20’0

SCALE: 1"=10’-0"

634

West

Main Street

Madis

on,

WI

5370

3

60

8-25

7-10

90

FA

X 6

08-25

7-10

92

MA

DIS

ON,

WIS

CO

NSIN

80

1 S

OU

TH P

AR

K S

TR

EE

T

EITHER IN WHOLE OR PART UNLESS

DISTRIBUTED, USED OR DISCLOSED

HEREIN IS NOT TO BE REPRODUCED,

THIS DOCUMENT OR THE INFORMATION

COPYRIGHTED DRAWING

PR

OP

OS

ED F

ACILIT

Y F

OR:

AUTHORIZED BY TJK DESIGN BUILD

REV DATE

80

1 S

OU

TH P

AR

K S

TR

EE

T

4 STORY MIXED USE BUILDING

WITH LOWER LEVEL PARKING

9,540 SQ FT COMMERCIAL SPACE

12 APARTMENT UNITS

15 PARKING STALLS AT GRADE

15 LOWER LEVEL PARKING STALLS

SO

UT

H P

AR

K S

TR

EE

T

EXISTING ALLEY

BN

1

BN

1

AF

3

CE

1CC

1

ms

25

sn

40

sn

11

sn

8

pv

8

MIX 1

MIX 1

pv

7

TM

5

AA

5

AM

5

CS

3

JC

8

PROPERTY LINE

PR

OP

ER

TY LIN

E

PR

OPER

TY LIN

E

ROOFTOP PLANTER

LANNON STONE

ACCENT WALLS

LANNON STONE

ACCENT WALLS

RAISED PLANTER

ph

17

ls

24

xx

24

MIX EVENLY

ls

18

xx

19

MIX EVENLY

MIX 2

BARK MULCHsn

34

pa

14

AA

7

ms

13

BARK MULCH

RAISED PLANTER

BARK MULCH

JH

3

JH

3

JH

3

xx

4

mc

43

4.6%

8.3%

ST

L-1

11.11.09

GRADING &

UTILITY

PLAN

NORTH

10’ 20’0

SCALE: 1"=10’-0"

634

West

Main Street

Madis

on,

WI

5370

3

60

8-25

7-10

90

FA

X 6

08-25

7-10

92

MA

DIS

ON,

WIS

CO

NSIN

80

1 S

OU

TH P

AR

K S

TR

EE

T

EITHER IN WHOLE OR PART UNLESS

DISTRIBUTED, USED OR DISCLOSED

HEREIN IS NOT TO BE REPRODUCED,

THIS DOCUMENT OR THE INFORMATION

COPYRIGHTED DRAWING

PR

OP

OS

ED F

ACILIT

Y F

OR:

AUTHORIZED BY TJK DESIGN BUILD

REV DATE

80

1 S

OU

TH P

AR

K S

TR

EE

T

852.20 TS+

850.27 VERIFY

EXIST. ELEV. +

850.39 BS+

852.30+

+850.64

+850.56

+851.32

+850.34

+850.64

+850.95

+850.98

+851.38

+851.13

+851.40+851.03 BC

+851.63 TC

851.13 BC

+851.82 TC

851.32 BC

2%

2%

+851.00

+846.60 LLE

851.18+

+850.95

850.60+

850.18 VERIFY

EXIST. ELEV. +

1%

+846.60

LLE

15.4%

852.43 EE+

852.43 +

852.43 +

5%

5%

+850.46

+ 850.20

850.10 +

2%

849.79

+

850.22 +

850.53 VERIFY +

EXIST. ELEV.

8.3%

852.20 TS+

850.39 BS+

+849.00

PROPOSED TRENCH DRAIN

850.32 +

IE=849.33

IE=849.13

PROPOSED STORM INLET

RIM=849.33

PROPOSED 8" STORM PIPE

PROPOSED SANITARY LATERAL

PROPOSED ROOF DRAIN

LATERAL TO STORM MANHOLE

IN ALLEY

PROPOSED STORM INLET WITH

SUMP PUMP TO PARKING LOT

RIM=846.60

PROPOSED STORM INLET

RIM=850.54

+850.31 VERIFY

EXIST. ELEV.

EXISTING

8" STORM

PIPE

CONNECT INTO

EXISTING 8"

STORM PIPE+

850.41 VERIFY

EXIST. ELEV.

PROPOSED STORM INLET WITH

SUMP (OVERFLOWS INTO

LANDSCAPE INFILTRATION

AREA)

RIM=849.79

4" DIAM. OVERFLOW IE=849.00

+

849.00

4 STORY MIXED USE BUILDING

WITH LOWER LEVEL PARKING

9,540 SQ FT COMMERCIAL SPACE

12 APARTMENT UNITS

15 PARKING STALLS AT GRADE

15 LOWER LEVEL PARKING STALLS

SO

UT

H P

AR

K S

TR

EE

T

EXISTING ALLEY

GAS

GA

S

SN

E

4

4

4

SN

W

ST

W

ST

W

ST

E

W

OH

EL

G

W

5

5

W

W

T

OH

EL

OH

EL