24x36 - arch - combined 2 · herman & kittle properties, inc. 500 east 96th street, suite 300...

EXHIBIT "C"

Architectural Character Imagery

HERMAN & KITTLE PROPERTIES, INC.

500 East 96th Street, Suite 300Indianapolis, IN 46240

(317) 846-3111www.hermankittle.com

JOB NO. DATE

SHEET NO.

VAND

ALIA

TRA

ILAP

ARTM

ENTS

119

N. P

ERRY

RO

AD, P

LAIN

FIEL

D, IN

461

68

COVER

07/25/19

A000

19-004

DEVELOPERHOUSING & ECONOMIC CONCEPTS, INC.

500 East 96th Street, Suite 300Indianapolis, Indiana 46240

Phone: 317.846.3111Contact: Mike rodriguez

email: [email protected]

CONTRACTORHERMAN & KITTLE PROPERTIES, INC.


Phone: 317.846.3111Contact: JAY KELLOGG

email:[email protected]

ARCHITECTHERMAN & KITTLE PROPERTIES, INC.


Phone: 317.846.3111Contact: Elizabeth Eby

email: [email protected]

VANDALIA TRAIL APARTMENTS119 N. PERRY ROAD, PLAINFIELD, IN 46168

VICINITY MAPS

SHEET INDEX• A-000 - COVER• A-001 - BUILDING SUMMARY• ALTA SURVEY• ASP1 - ARCHITECTURAL SITE PLAN• C100 - STORMWATER POLLUTION PREVENTION PLAN• C200 - SITE DEMOLITION PLAN• C300 - SITE GRADING & DRAINAGE PLAN• C400 - SITE UTILITY PLAN• C500 - IMPROVEMENT PLAN• C600 - LANDSCAPE PLAN• A-101 - FIRST FLOOR PLAN• A-102 - SECOND & THIRD FLOOR PLAN• A-103 - ROOF PLAN• A-200 - EXTERIOR ELEVATIONS• A-201 - EXTERIOR ELEVATIONS• A-202 - ENLARGED EXTERIOR ELEVATION• A-203 - BUILDING EXTERIOR MATERIAL SUMMARY• A-400 - ENLARGED ACCESSIBLE UNIT PLANS• A-401 - ENLARGED ACCESSIBLE UNIT PLANS• A-402 - ENLARGED STANDARD UNIT PLANS• A-403 - ENLARGED STANDARD UNIT PLANS• A-404 - ENLARGED FLOOR PLAN - COMMON AREA• AG-01- GARAGE A FLOOR PLAN AND ELEVATIONS• AG-02- GARAGE B FLOOR PLAN AND ELEVATIONS• IN - 1 - TYPICAL INTERIORS

"THE HOUSE AND GARAGE IDENTIFIED ON THE ALTA SURVEY WILL BE DEMOLISHED"

SMIT

H RD

.

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PRO

PERTY LIN

E

GARAGE4 STANDARD BAYS1 HC BAY1 MAINTENANCE BAY

BARK PARK

GARAGE 6 STANDARD BAYS 6 STORAGES

ENCLOSED DUMPSTER

ENTERTAINMENT / PICNIC AREAWITH PERMANENT GRILLS

PLAYGROUND

10' SETBACK

10' SETBACK 10' SETBACK

15' - PROPOSED SETBACK

FUTURE TRAIL

PERRY RD.

APARTMENT BUILDING -

3 STORY (49 UNITS)

10' SETBACK

PRO

PERTY LIN

E

DETENTION POND

NEW RIGHTHAND TURN LANE

MONUMENT SIGN

MONUMENT SIGN

12

10

106

15

86

99

PEDESTRIAN SITE LIGHTING, MAXIMUM SPACE 20’ O.C

NO PARKING

FIRE LANE

FIRE ACCESS ROADWITH IMPERVIOUS SURFACE

PEDESTRIAN SITE LIGHTING, MAXIMUM SPACE 20’ O.C

BIKE RACKS

SURFACE PARKING

TOTAL REQUIRED: 74 PARKING SPACES (1.5 PER UNIT)

TOTAL PROVIDEDSTANDARD RESIDENT PARKING 76 SPACESHANDICAP 9 SPACES

TOTAL PARKING PROVIDED: 86 SPACES (1.74 PER UNIT)

TOTAL GARAGES PROVIDED2 RAGE BUILDING HANDICAP BAY 1 SPACESTANDADARD BAY 11 SPACES

SITE AMENITIES

MONUMENT SIGNSDUMPSTER ENCLOSEDOUTDOOR ENTERTAINMENT AREAPLAYGROUND, BIKE RACKS & BIKE STORAGEBARK PARK

BUILDING SUMMARY

UNIT SUMMARY UNIT TYPES TOTAL 10% ACCESSIBLE TYPICAL

1 BEDROOM 19 2 172 BEDROOM 24 3 213 BEDROOM 6 1 5 TOTAL 49 6 43




JOB NO. DATE

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ARCHITECTURALSITE PLAN

08/15/19

ASP 1

19-004

1" = 80'-0"1 ARCHITECTURAL SITE PLAN NORTH

“NO PORTION OF THE SITE IS LOCATED IN A FLOODPLAIN OR CONTAINS WETLANDS.”

GM

OHWOHW

OHWOHW

OHWOHW

OHW

OHW

OHW

UT UT UT UT UT

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#32

CURB INLET TC = 790.17'SE 15" CONC. INV = 786.82'

CURB INLET TC = 789.15'NE 15" CONC. INV = 784.75'SW 15" CONC. INV = 784.75'

STORM MANHOLE TC = 789.72'NE 15" CONC. INV = 784.52'SE 18" CONC. INV = 781.37'

SW 24" CONC. INV = 781.22'

CURB INLET TC = 788.95'NW 12" CPP INV = 786.65'

CURB INLET TC = 789.81'NE 15" CONC. INV = 786.46'

SE 6" CPP INV = 786.56'SW 15" CONC. INV = 786.06'

W 6" CPP INV = 786.56'

MANHOLE TC = 790.57'NE 15" CONC. INV = 785.97'

SE 12" CPP INV = 786.17'NW 36" CONC. INV = 785.37'

CATCH BASIN TC = 789.47'E 30" CONC. INV = 778.17'S 30" CONC. INV = 778.12'

STORM MANHOLE TC = 791.87'N 15" CONC. INV = 787.87'SE 30" CONC. INV = 784.97'NW 30" CONC. INV = 784.87'

CURB INLET TC = 790.39'NW 15" CONC. INV = 786.54'


95'0'

70'

7'7'7'2'

STORM MANHOLE TC = 789.05'N 30" CONC. INV = 777.45'S 30" CONC. INV = 777.45'

CURB INLET TC = 788.53'N 30" CONC. INV = 777.53E 24" CONC. INV = 780.43'S 30" CONC. INV = 777.53'

CURB INLET TC = 788.00'N 30" CONC. INV = 777.00'SW 30" CONC. INV = 776.90'

SAN MANHOLE TC = 788.55'NW 10" SDR INV = 777.25'SE 10" SDR INV = 777.05'

SAN MANHOLE TC = 788.83'NE 8" SDR INV = 778.33'S 10" SDR INV = 778.28'


ST

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S00°

42' 0

0"E

113

.74'

(M)

S07°

53' 4

1"W

131

.53'

(M)

S48° 46' 27"W

87.06' (M

)

N72° 00' 31"E 269.20' (M)

S11°

29'2

8"E

578

.07'

(M)

S62° 08' 17"W 172.07' (M)

N11°

47'1

2"W

25

4.38

'(M

)

N89° 17' 24"E 264.04' (M)

S72°03'08"W 199.76' (R)

S11° 29' 42"W32.92' (R)

S83° 36' 38"E 133.56' (R)

N74° 14' 39"E 152.13' (R)

N50° 38' 54"E18.20' (R)

N01°

24' 2

5"W

86

.46'

(R)

8"E (R)

S48°49'36"W87.30' (R)

S07°

56'

50"

W

131

.53'

(R)

S00°

38'5

1"E

113

. 74'

( R)

EAST 286.65' (R)

281.

7' (R

)

WEST 273.50' (R)

N72° 20'E 231.7' (R)

N72°20'E 169.3' (R)

S11°

11'

E 1

103.

1'(R

)

208.

6'(R

) 20

8.26

'(R)

N00

°47'

30"W

16

3.71

'(R)

N00

° 32'

57"W

69.0

0' (R

)

S89°20'33"W25.00' (R)

44.9

0'(R

)

S00°

44' 3

8"E

520

.47'

(M)

N11°

26'

W11

30.3

2'(R

)N1

0°35

'W 7

0.13

'(R)

TOWN OF PLAINFIELD

INST# 201016877

DETENTIONPOND

DOG PARK

PLAY

-G

RO

UN

D

10 SPACES

13 SPACES

20 SPACES6SPACES

14 SPACES

T

PIV

788

790

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STORMWATERPOLLUTIONPREVENTIONPLAN

1" = 30'

CLM

ADS

ADS

C1000 30 60FEET

SCALE:1"=30'

CONCRETE WASHOUT AREA

SILT FENCE

PROPOSED STORM SEWERS

CONSTRUCTION/GRADING LIMITS

PROPOSED CONTOURS

PROPOSED IMPROVEMENTS

PLAN SYMBOLS

A. TEMPORARILY SEED ALL DISTURBED AREA.B. REFER TO LANDSCAPE SHEETS FOR AREAS OF PERMANENT SEEDING AND/OR SOD.C. REFER TO STORMWATER POLLUTION PREVENTION NOTES AND DETAIL SHEETS.D. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE

WITH THE TOWN OF PLAINFIELD STANDARDS.E. ADDITIONAL EROSION CONTROL AND SEDIMENT CONTROL MEASURES MAY BE

REQUIRED BY THE INSPECTOR.

PLAN NOTES1. CONSTRUCTION ENTRANCE.

2. INLET PROTECTION.

3. SILT FENCE.

GENERAL NOTES

TREE PROTECTION

TACDEVELOPMENT

PLAN

AUG 29, 2019

19JPSC25

GM

OHWOHW

OHWOHW

OHWOHW

OHW

OHW

OHW

UT UT UT UT UT

GAS GAS GAS

GAS

GAS

GAS

GAS

GAS

GAS GAS

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GAS

G AS

G AS

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UGE

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H2O

H2O

H2O

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GAS

GAS

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SW 24" CONC. INV = 781.22'




W 6" CPP INV = 786.56'







95'0'

70'

7'7'7'2'







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S00°

42' 0

0"E

113

.74'

(M)

S07°

53' 4

1"W

131

.53'

(M)

S48° 46' 27"W

87.06' (M

)

N72° 00' 31"E 269.20' (M)

S11°

29'2

8"E

578

.07'

(M)

S62° 08' 17"W 172.07' (M)

N11°

47'1

2"W

25

4.38

'(M

)

N89° 17' 24"E 264.04' (M)

S72°03'08"W 199.76' (R)

S11° 29' 42"W32.92' (R)

S83° 36' 38"E 133.56' (R)

N74° 14' 39"E 152.13' (R)

N50° 38' 54"E18.20' (R)

N01°

24' 2

5"W

86

.46'

(R)

8"E (R)

S48°49'36"W87.30' (R)

S07°

56'

50"

W

131

.53'

(R)

S00°

38'5

1"E

113

. 74'

( R)

EAST 286.65' (R)

281.

7' (R

)

WEST 273.50' (R)

N72° 20'E 231.7' (R)

N72°20'E 169.3' (R)

S11°

11'

E 1

103.

1'(R

)

208.

6'(R

) 20

8.26

'(R)

N00

°47'

30"W

16

3.71

'(R)

N00

° 32'

57"W

69. 0

0'(R

)

S89°20'33"W25.00' (R)

44.9

0'(R

)

S00°

44' 3

8"E

520

.47'

(M)

N11°

26'

W11

30.3

2'(R

)N1

0°35

'W 7

0.13

'(R)

TOWN OF PLAINFIELD

INST# 201016877

1

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SITEDEMOLITIONPLAN

1" = 30'

CLM

ADS

ADS

C2000 30 60FEET

SCALE:1"=30'

PLAN NOTES1. REMOVE EXISTING ASPHALT PAVEMENT COMPLETE. MAKE STRAIGHT

SAW-CUT AT TERMINATION.

2. REMOVE EXISTING CONCRETE CURB COMPLETE. MAKE STRAIGHTSAW-CUT AT TERMINATION.

3. REMOVE EXISTING CONCRETE WALK COMPLETE.

4. REMOVE EXISTING BUILDING & ASSOCIATED FOOTINGS COMPLETE.

5. REMOVE EXISTING PLANTINGS COMPLETE.

6. REMOVE EXISTING OVERHEAD ELECTRIC LINE.

7. REMOVE EXISTING GAS MAIN.

8. REMOVE GAS LINE.

9. REMOVE EXISTING UT.

10. REMOVE EXISTING MAIL BOX.

TACDEVELOPMENT

PLAN

AUG 29, 2019

19JPSC25

#2

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SW 24" CONC. INV = 781.22'




W 6" CPP INV = 786.56'







95'0'

70'

7'7'7'2'







ST

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ST

S00°

42' 0

0"E

113

.74'

(M)

S07°

53' 4

1"W

131

.53'

(M)

S48° 46' 27"W

87.06' (M

)

N72° 00' 31"E 269.20' (M)

S11°

29'2

8"E

578

.07'

(M)

S62° 08' 17"W 172.07' (M)

N11°

47'1

2"W

25

4.38

'(M

)

N89° 17' 24"E 264.04' (M)

S72°03'08"W 199.76' (R)

S11° 29' 42"W32.92' (R)

S83° 36' 38"E 133.56' (R)

N74° 14' 39"E 152.13' (R)

N50° 38' 54"E18.20' (R)

N01°

24' 2

5"W

86

.46'

(R)

8"E (R)

S48°49'36"W87.30' (R)

S07°

56'

50"

W

131

.53'

(R)

S00°

38'5

1"E

113

. 74'

( R)

EAST 286.65' (R)

281.

7' (R

)

WEST 273.50' (R)

N72° 20'E 231.7' (R)

N72°20'E 169.3' (R)

S11°

11'

E 1

103.

1'(R

)

208.

6'(R

) 20

8.26

'(R)

N00

°47'

30"W

16

3.71

'(R)

N00

° 32'

57"W

69.0

0' (R

)

S89°20'33"W25.00' (R)

44.9

0'(R

)

S00°

44' 3

8"E

520

.47'

(M)

N11°

26'

W11

30.3

2'(R

)N1

0°35

'W 7

0.13

'(R)

TOWN OF PLAINFIELD

INST# 201016877

DETENTIONPOND

T

PIV

NO PARKING

FIRE LANE

STR-1STR-3

STR-2

STR-4

STR-5

STR-6

STR-7

STR-9

STR-10

STR-11STR-12

STR-13STR-14

STR-16STR-15

STR-17

STR-18

STR-8

STR-19

BMP-1

BMP-2

ES-1 ES-2

ES-3

STR-20

788

790

788.50

792.00

786.50

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SITEGRADING &DRAINAGEPLAN

1" = 30'

CLM

ADS

ADS

C3000 30 60FEET

SCALE:1"=30'

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, ANDVERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINEDFROM THE RESPECTIVE CITY, COUNTY, STATE AND FEDERALAGENCIES PRIOR TO STARTING CONSTRUCTION.

B. CONTRACTOR SHALL VERIFY LOCATION AND INVERT ELEVATIONS OFEXISTING SEWERS PRIOR TO START OF CONSTRUCTION.

C. CONTRACTOR SHALL MAINTAIN A COMPLETE AND OPERABLE UTILITYSYSTEM AT ALL TIMES.

D. CONTRACTOR SHALL INCLUDE COSTS FOR CUTTING AND PATCHINGAS REQUIRED IN THEIR BID PROPOSAL TO COMPLETELY INSTALL THEWORK INDICATED.

E. CONTRACTOR SHALL INCLUDE ALL TAP FEES, PERMIT FEES ANDAPPLICATION FEES IN THEIR BID PROPOSAL AS NECESSARY TOCOMPLETELY INSTALL THE WORK INDICATED.

F. INFORMATION SHOWN WAS OBTAINED FROM AN OWNERFURNISHED SITE SURVEY OF EXISTING CONDITIONS AND ISUNCONFIRMED. CONTRACTOR IS REQUIRED TO FIELD VERIFY THISINFORMATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES SOMODIFICATION CAN BE MADE.

G. CONTRACTOR SHALL COORDINATE EXACT UTILITY LOCATIONS WITHTHE OWNER AND LOCAL UTILITY COMPANIES PRIOR TOCOMMENCING ANY WORK. UTILIZE THE INDIANA UNDERGROUNDUTILITY LOCATION SERVICE AT 811 OR 800-382-5544 PRIOR TO ANYEXCAVATION ON THE SITE.

GENERAL NOTES

STRUCTURE SCHEDULE

MARK

INVERT CASTING STRUCTURE

INLET OUTLET ELEVATION TYPE TYPE

STR-1 - - - - -

STR-2 - - - - -

STR-3 - - - - -

STR-4 - - - - -

STR-5 - - - - -

STR-6 - - - - -

STR-7 - - - - -

STR-8 - - - - -

STR-9 - - - - -

STR-10 - - - - -

STR-11 - - - - -

STR-12 - - - - -

STR-13 - - - - -

STR-14 - - - - -

STR-15 - - - - -

STR-16 - - - - -

STR-17 - - - - -

STR-18 - - - - -

STR-19 - - - - -

STR-20 - - - - -

BMP-1 - - - - -

BMP-2 - - - - -

ES-1 - - - - -

ES-2 - - - - -

ES-3 - - - - -

TACDEVELOPMENT

PLAN

AUG 29, 2019

19JPSC25

OHWOHW

OHWOHW

OHWOHW

OHW

GAS

GAS

GAS

GAS

GAS

GAS GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GASGAS

GAS

GAS

GAS

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UG

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

#2

#5

#7

#10

#11

#12

#13

#14

#15

#16

#32




SW 24" CONC. INV = 781.22'




W 6" CPP INV = 786.56'







5'0'0'

7'7'7'2'







ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

STST

STST

STST

STST

STST

STST

STST

STST

ST

ST

ST

ST

SANSAN

SANSAN

SANSAN

SANSAN

SANSAN

SANSAN

SANSAN

SANSAN

SANSAN

SANSAN

SANSAN

SA

STST

STST

STST

STST

STST

STST

STST

STST

STST

STST

STST

STST

ST

ST

ST

ST

STST

ST ST

ST

ST

STST

STST

ST ST ST ST STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S00°

42'

00"

E

113

.74'

(M)

S07°

53'

41"

W

131

.53'

(M)

S48° 46' 27"W

87.06' (M

)

N72° 00' 31"E 269.20' (M)

S11°

29'

28"

E

578

.07'

(M)

S62° 08' 17"W 172.07' (M

)

N11°

47'

12"

W

254

.38'

(M)

N89° 17' 24"E 264.04' (M)

S72°03'08"W 199.76' (R)

S11° 29' 42"W32.92' (R)

S83° 36' 38"E 133.56' (R)

N74° 14' 39"E 152.13' (R)

N50° 38' 54"E18.20' (R)

N01

° 24'

25"

W

86.

46' (

R)

8"E(R)

S48°49'36"W 87.30' (R

)

S07°

56'

50"

W

131

.53'

(R)

S00°

38'

51"

E

113

.74'

(R)

EAST 286.65' (R)

281.

7' (R

)

WEST 273.50' (R)

N72° 20'E 231.7' (R)

N72°20'E 169.3' (R)

S11°

11'

E 1

103.

1' (R

)

208.

6' (R

) 20

8.26

' (R)

N00

°47'

30"W

16

3.71

' (R)

N00

°32'

57"W

69.0

0' (R

)

S89°20'33"W25.00' (R)

44.9

0' (R

)

S00°

44'

38"

E

520

.47'

(M)

N11

° 26'

W

1130

.32'

(R)

N10

°35'

W 7

0.13

' (R)

TOWN OF PLAINFIELD

INST# 201016877

WV

PIV

CO

WV

CO

CO

CO

CO

CO

9

1210

7

7

11(TYP.)

11(TYP.)

11(TYP.)

11(TYP.)

11(TYP.)

11(TYP.)

11(TYP.)

11(TYP.)

11(TYP.)

6

6

6

6

1

13

2

2

2

SAN

SAN

SAN

SAN

SAN

SAN

DETENTIONPOND

T

PIV

NO PARKING

FIRE LANE

STR-1

STR-3

STR-2

STR-4

STR-5

STR-6

STR-7

STR-9

STR-10

STR-11

STR-12

STR-13STR-14

STR-16STR-15

STR-17STR-18

STR-8

STR-19

BMP-1

BMP-2

ES-1 ES-2

ES-3

STR-20

85

UGEUGE

UGEUGE

UGE

UGE

UTUT

UTUT

UT

UT

UT

H2OH2O

H2O

H2O

H2O

H2O

GASGAS

GASGAS

GASGAS

GAS

#9

#12

STORM

CURB INLET TC = 791.16'N 15" CONC. INV = 787.16'S 15" CONC. INV = 787.01'

90.39'V = 786.54'

STST

STST

ST ST ST ST ST ST ST ST

ST

ST

ST

ST

ST

ST

ST

ST

S11° 29' 42"W32.92' (R)

6' (R)

N72°20'E 169.3' (R)

WV

PIV

WV

2

PIV

STR-11

STR-128

5

5

JPS

Con

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9 - 3

:48

PM

BFr

ench

SITE UTILITYPLAN

1" = 30'

CLM

ADS

ADS

C4000 30 60FEET

SCALE:1"=30'

PLAN NOTES1. CONTRACTOR TO FIELD VERIFY EXISTING STORM SEWER LOCATION, ELEVATION AND SIZE.

2. COORDINATE SIZE, LOCATION AND ELEVATION OF PIPING WITH PLUMBING PLANS.

3. NEW EXTERIOR CLEANOUT PER DETAIL DS-S07 ON SHEET 17 OF THE TOWN STANDARDS.

4. WATER AND SEWER CROSSING, MINIMUM 18" CLEARANCE OR USE CONCRETE CRADLE.

5. NEW 2" WATER LINE PER TOWN STANDARDS. SEE SHEET 11 OF TOWN STANDARDDETAILS.

6. NEW 6" SANITARY SEWER (PVC SDR-26) @ 2.5%. PER TOWN STANDARD DETAIL DS-S01.

7. NEW ELECTRICAL LINE.

8. NEW FIRE PROTECTION LINE.

9. NEW TRANSFORMER.

10. NEW GAS LINE.

11. INLET SUBSURFACE DRAIN.

12. NEW GAS METER.

13. SANITARY MANHOLE CONNECTION SHALL BE PER DETAIL DS-S03 ON SHEET 16 OF THETOWN STANDARDS.

14. NEW FIRE SERVICE VAULT.

A. REFER TO UTILITY DETAILS FOR NOTE REFERENCES.B. ALL CASTINGS SHALL HAVE THE WORDS 'NO DUMPING DRAINS TO STREAM" CAST IN RAISED

OR RECESSED LETTERS AT A MINIMUM OF 1" HEIGHT. A SYMBOL OF A FISH SHALL ALSO BECAST WITH THE LETTERS.

C. CASTINGS TO BE NEENAH TYPE OR APPROVED EQUAL.D. CONTRACTOR TO VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE

START OF CONSTRUCTION.

GENERAL NOTES

TACDEVELOPMENT

PLAN

AUG 29, 2019

19JPSC25

SITE UTILITIY PLANSCALE: 1"=30'1

DETENTIONPOND

T

PIV

NO PARKING

FIRE LANE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UG

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

1

1

1

1

2

2

2

2

2

2

2

3

3

3

3

4(TYP)

4(TYP)

4(TYP)

4(TYP)

4(TYP)

5

5

5

7

8

8

8

2

8

8

8

12

12

9(TYP)

9(TYP)

9(TYP)

VANDALIA TRAIL EXPANSIONBY OTHERS. SHOWN FORREFERENCE ONLY.

9(TYP)

LINE OF SAWCUT

LINE OF SAWCUT

11

11

1111

VANDALIA TRAILEXPANSION BY

OTHERS.SHOWN FOR

REFERENCEONLY.

1

11

3

3

9

9

40.0'

14.0' 12.0' 14.0'

5

17.5'

18.0'24.0'

10'

90.0' 9.0'(TYP.)

8.0' 5' 8.0'36.0'

15.7'24.0'

5'

22.8'6'

13.4'

12.6'6.5'

6.9'18.0'

31.0'

18.0'

28.0'

18.0'

6.9'

72.0'

9'8'5'8'

36.0'

3

3

24.0'

90.0'

5'

18.0'24.0'

18.0'18.0'

24.0'

24.0'

10'

81.0'

10.5'

3

7'

29.5'

18.0'5'

18.0'

30.0'

18.0'6.5'

13.6'

STR-1

STR-3

STR-2

STR-4

STR-5

STR-6

STR-7

STR-9

STR-10

STR-11STR-12

STR-13STR-14

STR-16STR-15

STR-17

STR-18

STR-8

STR-19

BMP-1

BMP-2

ES-1 ES-2

ES-3

STR-20

13

15

14

7.4'5'

8.0' 8.0' 8.0'

81.0'

8.0' 5' 8.0'

24.0'

5.5'

15'R

20'R

20'R

10'R

30'R

10'R

29'R

10'R

49.8'

16.3'

20'R

20'R18.0'

5'

20.5'

3

3

3

3

3

3

8'R

24.0'

16

21.0'

20.0'

95.0'

3

21.8'

6.0'

8.0'

8.0'

25'R

105'R

R6.0'

17

17

JPS

Con

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:51

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Fren

ch

SITEIMPROVEMENTPLAN

1" = 30'

CLM

ADS

ADS

C5000 30 60FEET

SCALE:1"=30'

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, ANDVERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINEDFROM THE RESPECTIVE CITY, COUNTY, STATE AND FEDERALAGENCIES PRIOR TO STARTING CONSTRUCTION.

B. CONTRACTOR SHALL VERIFY LOCATION AND INVERT ELEVATIONS OFEXISTING SEWERS PRIOR TO START OF CONSTRUCTION.

C. CONTRACTOR SHALL MAINTAIN A COMPLETE AND OPERABLE UTILITYSYSTEM AT ALL TIMES.

D. CONTRACTOR SHALL INCLUDE COSTS FOR CUTTING AND PATCHINGAS REQUIRED IN THEIR BID PROPOSAL TO COMPLETELY INSTALL THEWORK INDICATED.

E. CONTRACTOR SHALL INCLUDE ALL TAP FEES, PERMIT FEES ANDAPPLICATION FEES IN THEIR BID PROPOSAL AS NECESSARY TOCOMPLETELY INSTALL THE WORK INDICATED.

F. INFORMATION SHOWN WAS OBTAINED FROM AN A SITE SURVEY OFEXISTING CONDITIONS AND IS UNCONFIRMED. CONTRACTOR ISREQUIRED TO FIELD VERIFY THIS INFORMATION AND NOTIFYENGINEER OF ANY DISCREPANCIES SO MODIFICATION CAN BE MADE.

G. CONTRACTOR SHALL COORDINATE EXACT UTILITY LOCATIONS WITHTHE OWNER AND LOCAL UTILITY COMPANIES PRIOR TOCOMMENCING ANY WORK. UTILIZE THE INDIANA UNDERGROUNDUTILITY LOCATION SERVICE AT 811 OR 800-382-5544 PRIOR TO ANYEXCAVATION ON THE SITE.

GENERAL NOTES

PLAN NOTES1. NEW ASPHALT PAVEMENT.2. NEW CONCRETE CURB AND WALK.3. NEW ACCESSIBLE CURB RAMP.4. NEW 4" WIDE PAINTED PARKING STRIPE, WHITE.5. NEW ACCESSIBLE PARKING SPACE.6. NEW CONCRETE STOOP. REFER TO STRUCTURAL DRAWINGS.7. NEW DUMPSTER ENCLOSURE.8. NEW CONCRETE SIDEWALK.9. NEW CONCRETE CURB.10. NEW 7" THICK CONCRETE PAVEMENT.11. NEW CROSS WALK12. NEW MONUMENT SIGN. REFER TO ARCHITECTURAL DRAWINGS.13. NEW DOG PARK.14. NEW PICNIC AREA WITH PERMANENT GRILLS.15. NEW PLAYGROUND AREA.16. NEW GRASS PAVE FIRE ACCESS DRIVE.17. NEW BIKE RACK.

PARKING SUMMARYBUILDING 58,539 SQUARE

FEET

PARKING TYPE # OF SPACES

STANDARD 78

HANDICAP ACCESSIBLE 9

GARAGE SPACE 10

GARAGE SPACE ACCESSIBLE 1

TOTAL PROVIDED 98

TOTAL REQUIRED

TACDEVELOPMENT

PLAN

AUG 29, 2019

19JPSC25

ZONING SUMMARY

OPEN SPACE 1.99 ACRES/ 3.83 ACRES

FAR .35

LEGAL DESCRIPTIONPARCEL 1:A PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 30,TOWNSHIP 15 NORTH, RANGE 2 EAST, HENDRICKS COUNTY, INDIANA, BOUNDED ASDESCRIBED AS FOLLOWS, TO-WIT:BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 30; THENCE SOUTH ON ANDALONG THE WEST LINE OF THE SECTION 69.00 FEET; THENCE EAST PARALLEL WITH THENORTH SECTION LINE 286.65 FEET; THENCE NORTH 10 DEGREES 35 MINUTES WEST 70.13FEET; THENCE WEST ON AND ALONG THE NORTH LINE OF SAID SECTION 273.50 FEET TOTHE PLACE OF BEGINNING, ESTIMATED TO CONTAIN 0.45 ACRES, MORE OR LESS.ALSO:A PART OF THE SOUTHWEST QUARTER OF SECTION 19, TOWNSHIP 15 NORTH, RANGE 2EAST, HENDRICKS COUNTY, INDIANA, BOUNDED AND DESCRIBED AS FOLLOW, TO-WIT:BEGINNING AT THE SOUTHWEST CORNER OF SAID QUARTER SECTION; RUNNING THENCEEAST ALONG AND WITH THE SOUTH LINE THEREOF 273.5 FEET TO A POINT; THENCERUNNING IN A NORTHWESTERLY DIRECTION MAKING AN INTERIOR ANGLE OF 79 DEGREES04 MINUTES WITH THE LAST DESCRIBED COURSE 281.7 FEET TO A POINT IN THE SOUTHERLYRIGHT-OF-WAY LINE OF THE PENNSYLVANIA RAILROAD AS THE SAME IS NOW ESTABLISHED;THENCE RUNNING IN A SOUTHWESTERLY DIRECTION ALONG AND WITH SAIDRIGHT-OF-WAY LINE 231 FEET TO A POINT IN THE WEST LINE OF SAID QUARTER SECTION;THENCE RUNNING SOUTH ALONG AND WITH SAID WEST LINE OF SAID QUARTER 208.6 FEETTO THE PLACE OF BEGINNING, CONTAINING 1.56 ACRES, MORE OR LESS.LESS AND EXCEPT FROM THE ABOVE PARCEL THE FOLLOWING DESCRIBED REAL ESTATE TOWIT:A PART OF THE SOUTHWEST QUARTER OF SECTION 19, AND A PART OF THE NORTHWESTQUARTER OF SECTION 30, ALL IN TOWNSHIP 15 NORTH, RANGE 2 EAST DESCRIBED ASFOLLOWS:BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 19; THENCE NORTH 0 DEGREES47 MINUTES 30 SECONDS WEST (ASSUMED BEARING) 163.71 FEET (163.72 FEET PERINSTRUMENT NUMBER 200600000218, OFFICE OF THE RECORDER OF HENDRICKS COUNTY)TO THE SOUTHWEST CORNER OF A TRACT OF LAND RECORDED AS INSTRUMENT NUMBER200200028564 IN SAID RECORDER'S OFFICE; THENCE NORTH 72 DEGREES 03 MINUTES 08SECONDS EAST 33.04 FEET ALONG A SOUTHERN LINE OF SAID TRACT TO THE SOUTHEASTCORNER OF SAID TRACT; THENCE NORTH 1 DEGREE 24 MINUTES 25 SECONDS WEST 86.46FEET ALONG AN EAST LINE OF SAID TRACT; THENCE NORTH 50 DEGREES 38 MINUTES 54SECONDS EAST 18.20 FEET ALONG A SOUTHEASTERN LINE OF SAID TRACT; THENCE NORTH74 DEGREES 14 MINUTES 39 SECONDS EAST 152.13 FEET ALONG A SOUTHERN LINE OF SAIDTRACT; THENCE SOUTH 83 DEGREES 36 MINUTES 38 SECONDS EAST 133.56 FEET ALONG ASOUTHERN LINE OF SAID TRACT; THENCE SOUTH 11 DEGREES 29 MINUTES 42 SECONDSWEST 32.92 FEET ALONG A WESTERN LINE OF SAID TRACT TO THE NORTHERN LINE OF ATRACT OF LAND RECORDED IN INSTRUMENT NUMBER 200600036633 IN SAID RECORDER'SOFFICE; THENCE SOUTH 72 DEGREES 03 MINUTES 08 SECONDS WEST 199.76 FEET ALONGTHE NORTHERN LINE OF SAID TRACT AND THE NORTHERN LINE OF A TRACT OF LANDRECORDED IN INSTRUMENT NUMBER 200600034817; THENCE SOUTH 48 DEGREES 49MINUTES 36 SECONDS WEST 87.30 FEET; THENCE SOUTH 7 DEGREES 56 MINUTES 50SECONDS WEST 131.53 FEET; THENCE SOUTH 0 DEGREES 47 MINUTES 56 SECONDS EAST16.52 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 19; THENCE SOUTH 89DEGREES 41 MINUTES 26 SECONDS WEST 15.00 FEET ALONG SAID SOUTH LINE; THENCESOUTH 0 DEGREES 38 MINUTES 51 SECONDS EAST 113.74 FEET TO THE NORTHWESTCORNER OF LOT NUMBER 8 IN ELRICH SUBDIVISION, THE PLAT OF WHICH IS RECORDED INPLAT BOOK 4 PAGE 122 IN SAID RECORDER'S OFFICE; THENCE SOUTH 89 DEGREES 20MINUTES 33 SECONDS WEST 25.00 FEET ALONG THE NORTH LINE OF SAID SUBDIVISION TOTHE WEST LINE OF SAID SECTION 30; THENCE NORTH 0 DEGREES 32 MINUTES 57 SECONDSWEST 69.00 FEET ALONG THE WEST LINE OF SAID SECTION TO THE NORTHEAST CORNER OFSECTION 25, TOWNSHIP 15 NORTH, RANGE 1 EAST; THENCE NORTH 0 DEGREES 47 MINUTES30 SECONDS WEST 44.90 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING ANDCONTAINING 0.739 ACRES, MORE OR LESS, IN SAID SECTION 19, AND CONTAINING 0.066ACRES, MORE OR LESS, IN SAID SECTION 30; AND CONTAINING IN ALL 0.805 ACRES, MOREOR LESS, INCLUSIVE OF THE PRESENTLY EXISTING RIGHT OF WAY WHICH CONTAINS 0.057ACRES, MORE OR LESS, IN SAID SECTION 19, AND CONTAINING 0.039 ACRES, MORE OR LESSIN SAID SECTION 30, AND CONTAINING IN ALL 0.096 ACRES, MORE OR LESS.

PARCEL 2:PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 19, AND PARTOF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 30 ALL INTOWNSHIP 15 NORTH, RANGE 2 EAST OF THE SECOND PRINCIPAL MERIDIAN IN HENDRICKSCOUNTY, INDIANA, BOUNDED AND DESCRIBED AS FOLLOWS, TO-WIT: BEGINNING AT THESOUTHWEST CORNER OF SECTION 19, TOWNSHIP AND RANGE AFORESAID, RUN THENCENORTHERLY ON THE WEST LINE OF SAID SOUTHWEST QUARTER A DISTANCE OF 208.26 FEET TOTHE SOUTH RIGHT OF WAY LINE OF THE PENNSYLVANIA RAILROAD; RUN THENCE NORTH 72DEGREES 20 MINUTES EAST ON AND ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 231.7FEET TO THE NORTHWEST CORNER OF THE FOLLOWING DESCRIBED LAND AND THE BEGINNINGPOINT OF THIS DESCRIPTION. FROM SAID BEGINNING POINT CONTINUE THENCE NORTH 72DEGREES 20 MINUTES EAST ON AND ALONG SAID RIGHT OF WAY A DISTANCE OF 169.3 FEET;RUN THENCE SOUTH 11 DEGREES 11 MINUTES EAST (GIVEN IN OTHER DEEDS AS SOUTH 10DEGREES 30 MINUTES EAST, MORE OR LESS) A DISTANCE OF 1103.1 FEET TO THE NORTH RIGHTOF WAY LINE U.S. HIGHWAY #40; RUN THENCE SOUTHWESTERLY ON AND ALONG SAID RIGHTOF WAY LINE A DISTANCE OF 170.00 FEET; RUN THENCE NORTH 11 DEGREES 26 MINUTES WESTA DISTANCE OF 1131.5 FEET TO THE PLACE OF BEGINNING, CONTAINING 4.25 ACRES, (3.98ACRES BY DEED) MORE OR LESS.EXCEPT:A PART OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 15 NORTH, RANGE 2 EASTLOCATED IN HENDRICKS COUNTY, INDIANA BEING MORE PARTICULARLY DESCRIBED ASFOLLOWS:COMMENCING AT A RAILROAD SPIKE MARKING THE NORTHWEST CORNER OF THE NORTHWESTQUARTER OF SAID SECTION 30; THENCE NORTH 00 DEGREES 28 MINUTES 27 SECONDS WEST(ASSUMED BEARING), 208.26 FEET ALONG THE WEST LINE EXTENDED OF SAID NORTHWESTQUARTER TO THE SOUTH RIGHT-OF-WAY OF THE PENNSYLVANIA RAILROAD; THENCE NORTH 72DEGREES 20 MINUTES 00 SECONDS EAST, 231.7 FEET ALONG SAID RIGHT-OF-WAY TO THENORTHWEST CORNER OF A 4.25 ACRE TRACT CONVEYED TO DONALD V. JOHNSTONE BYSHERIFF'S DEED, DEED RECORD 338, PAGES 30-32 AND BY WARRANTY DEED, DEED RECORD 338,PAGE 117 IN THE RECORDS OF HENDRICKS COUNTY, INDIANA; THENCE SOUTH 11 DEGREES 26MINUTES 00 SECONDS EAST, 895.66 FEET ALONG THE WEST LINE OF SAID 4.25 ACRE TRACT TOA 5/8" REBAR AND THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 76DEGREES 29 MINUTES 43 SECONDS EAST, 125.18 FEET TO A 5/8" REBAR; THENCE SOUTH 11DEGREES 26 MINUTES 00 SECONDS EAST, 203.83 FEET TO A 5/8" REBAR ON THE NORTHRIGHT-OF-WAY OF U.S. 40; THENCE SOUTH 62 DEGREES 47 MINUTES 01 SECOND WEST, 130.00FEET ALONG SAID NORTH RIGHT-OF-WAY TO A 5/8" REBAR AND THE SOUTHWEST CORNER OFSAID 4.25 ACRE TRACT; THENCE NORTH 11 DEGREES 26 MINUTES 00 SECONDS WEST, 234.66FEET ALONG THE WEST LINE OF SAID 4.25 ACRE TRACT TO THE POINT OF BEGINNING.CONTAINING 0.63 ACRES, MORE OR LESS.FURTHER EXCEPTING:PART OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 15 NORTH, RANGE 2 EAST OFTHE SECOND PRINCIPAL MERIDIAN, HENDRICKS COUNTY, INDIANA DESCRIBED AS FOLLOWS:COMMENCING AT A ¾-INCH REBAR MARKING THE NORTHWEST CORNER OF SAID QUARTER;THENCE NORTH 00 DEGREES 50 MINUTES 35 SECONDS WEST ALONG THE WEST LINE OF THESOUTHEAST QUARTER OF SECTION 19, TOWNSHIP 15 NORTH, RANGE 2 EAST (AS EVIDENCED BYAN ALUMINUM COUNTY SURVEYOR DISK AT THE WEST QUARTER CORNER OF SOUTHWESTQUARTER AT A DISTANCE OF 2646.37 FEET) A DISTANCE OF 163.72 FEET TO THE SOUTHRIGHT-OF-WAY LINE OF THE FORMER PENNSYLVANIA RAILROAD; THENCE NORTH 72 DEGREES00 MINUTES 03 SECONDS EAST ALONG SAID SOUTH LINE A DISTANCE OF 401.04 FEET; THENCESOUTH 11 DEGREES 29 MINUTES 57 SECONDS EAST A DISTANCE OF 578.06 FEET TO A 5/8-INCHREBAR WITH CAP STAMPED “KRUSE CONSULT FIRM NO. 78” AND THE POINT OF BEGINNING,THENCE CONTINUING SOUTH 11 DEGREES 29 MINUTES 57 SECONDS EAST A DISTANCE OF524.46 FEET TO A 5/8-INCH REBAR WITH SAID CAP ON THE NORTH BOUNDARY OF U.S. 40;THENCE SOUTH 62 DEGREES 17 MINUTES 13 SECONDS WEST ALONG SAID BOUNDARY ADISTANCE OF 39.01 FEET TO A 5/8-INCH REBAR WITH SAID CAP ON THE EAST LINE OF LOT 1 INMIDAS INTERNATIONAL AS PER PLAT THEREOF RECORDED AS INSTRUMENT NUMBER1995-00346 IN PLAT CABINET 3, SLIDE 104, PAGE 2 AND SLIDE 105, PAGE 1 IN THE OFFICE OFTHE RECORDER OF SAID HENDRICK'S COUNTY; THENCE NORTH 11 DEGREES 48 MINUTES 08SECONDS WEST ALONG THE EAST LINE OF SAID LOT 1 A DISTANCE OF 203.52 FEET TO A5/8-INCH REBAR WITH CAP STAMPED "LEWIS ENG" AT THE NORTHEAST CORNER OF SAID LOT;THENCE SOUTH 76 DEGREES 07 MINUTES 35 SECONDS WEST ALONG THE NORTH LINE OF SAIDLOT A DISTANCE OF 125.18 FEET TO A 5/8-INCH REBAR WITH SAID KRUSE CAP AT THENORTHWEST CORNER OF SAID LOT; THENCE NORTH 11 DEGREES 48 MINUTES 08 SECONDSWEST A DISTANCE OF 288.51 FEET; THENCE NORTH 62 DEGREES 07 MINUTES 49 SECONDS EASTA DISTANCE OF 172.11 FEET TO THE POINT OF BEGINNING. CONTAINING 1.34 ACRES, MORE ORLESS.

T

PIV

NO PARKING

FIRE LANE

OHWOHW

OHWOHW

OHWOHW

OHW

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GASGAS

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GAS

UGE

UGE

H2O

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#10

#11

#12

#16

#32

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SANSAN

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SAN

SAN

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SAN

SAN

S00°

42' 0

0"E

113

.74'

(M)

S07°

53' 4

1"W

131

.53'

(M)

S48° 46' 27"W 8

7.06' (M)

N72° 00' 31"E 269.20' (M)

S11°

29'2

8"E

578

.07'

(M)

S62° 08' 17"W 172.07' (M

)

N11°

47'1

2"W

25

4.38

'(M

)

N89° 17' 24"E 264.04' (M)

S72°03'08"W 199.76' (R)

S11° 29' 42"W32.92' (R)

S83° 36' 38"E 133.56' (R)

N74° 14' 39"E 152.13' (R)

N50° 38' 54"E18.20' (R)

N01°

24' 2

5"W

86

.46'

(R)

8"E(R)

S48°49'36"W87.30' (R)

S07°

56'

50"

W

131

.53'

(R)

S00°

38'5

1"E

113

.74'

( R)

EAST 286.65' (R)

281.

7' (R

)

WEST 273.50' (R)

N72° 20'E 231.7' (R)

N72°20'E 169.3' (R)

S11°

11'

E 1

103.

1'(R

)

208.

6'(R

) 20

8.26

'(R)

N00

°47'

30"W

16

3.71

'(R)

N00

° 32'

57"W

69. 0

0'(R

)

S89°20'33"W25.00' (R)

44.9

0'(R

)

S00°

44' 3

8"E

520

.47'

(M)

N11°

26'

W11

30.3

2' (R

)N1

0°35

'W 7

0.13

'(R)

OHWOHW

OHWOHW

OHWOHW

OHW

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GASGAS

GAS

GAS

GAS

UGE

UGE

H2O

#5

#7

#10

#11

#12

#16

#32

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S00°

42' 0

0"E

113

.74'

(M)

S07°

53' 4

1"W

131

.53'

(M)

S48° 46' 27"W 8

7.06' (M)

N72° 00' 31"E 269.20' (M)

S11°

29'2

8"E

578

.07'

(M)

S62° 08' 17"W 172.07' (M

)

N11°

47'1

2"W

25

4.38

'(M

)

N89° 17' 24"E 264.04' (M)

S72°03'08"W 199.76' (R)

S11° 29' 42"W32.92' (R)

S83° 36' 38"E 133.56' (R)

N74° 14' 39"E 152.13' (R)

N50° 38' 54"E18.20' (R)

N01°

24' 2

5"W

86

.46'

(R)

8"E(R)

S48°49'36"W87.30' (R)

S07°

56'

50"

W

131

.53'

(R)

S00°

38'5

1"E

113

.74'

( R)

EAST 286.65' (R)

281.

7' (R

)

WEST 273.50' (R)

N72° 20'E 231.7' (R)

N72°20'E 169.3' (R)

S11°

11'

E 1

103.

1'(R

)

208.

6'(R

) 20

8.26

'(R)

N00

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30"W

16

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N00

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57"W

69. 0

0'(R

)

S89°20'33"W25.00' (R)

44.9

0'(R

)

S00°

44' 3

8"E

520

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(M)

N11°

26'

W11

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)N1

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'W 7

0.13

'(R)

T

PIV

NO PARKING

FIRE LANE

PIN-S4

PIN-S3

JUN-S4

PIN-S3

GLE-T3

OST-V2

QUE-I3

TAX-D2

TAX-D2

OST-V2

OST-V2

PIC-O4

ILE-V20

NYS-S2

PLA-A1

PLA-A1

PLA-A1

OST-V1

GYM-D2

PIC-O7

VIB-J3

HYD-P5

JUN-S7

HYD-P8

SED-S-

PIC-G3

PIC-G3

PIC-G3

ACE-F1

NYS-S1

ACE-F1

NYS-S1

CRA-V1

ACE-F1

TAX-M4

PAN-V9

COR-S10

PAN-V5

TAX-M6

PAN-V5

TAX-M5

FOT-G7

TAX-M4

TAX-M4SIS-Y

-

GER-R-

GER-R-

CRA-V1

SEEDING

SEEDING

SEEDING

SEEDING

GER-R-

EXISTING OFFSITESCRUB VEGETATION

AND TREES TO REMAIN

SEEDING

SEEDING

SEEDING

SEEDINGMAL-P

1

BET-N2

BUX-M8

PIC-G1

PIC-G1 AME-G

1

FOT-G6

2

1(TYP)

1

1

PIN-S2

JUN-S9

JUN-S5

JUN-S5

ARO-M8

COR-S3

ARO-M7

COR-S7

ARO-M8

COR-S8

ARO-M8

COR-S3

TAX-M14

TAX-M16

CAL-D7

NYS-S1

TAX-M8

FOT-G8

CAL-D3

TAX-M3

COR-S14

COR-S14

TAX-M7

CAL-D3

TAX-M17

FOT-G4

COR-S3

FOT-G7

COR-S3

BUX-M3

COR-S5

HEU-M-

NEP-F-

PAN-V6

PAN-V6

PAN-V4

1(TYP)

1(TYP)

1(TYP)

COR-C1

ACE-F1

HYD-P5

JUN-S6

MAL-P1

AME-G1

AME-G1

MAL-P2

CRA-V2

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SITELANDSCAPEPLAN

1" = 30'

CLM

ADS

ADS

C6000 30 60FEET

SCALE:1"=30'

PLANT LISTCOUNT MARK BOTANICAL NAME COMMON NAME SIZE NOTES

SHADE TREES

4 ACE-F ACER x FREEMANII 'JEFFERSRED' AUTUMN BLAZE MAPLE 2 ½”-3" CAL. B&B

4 BET-N BETULA NIGRA 'CULLY' HERITAGE BIRCH 12' HEIGHT MULTI-STEM, B&B

3 GLE-T GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER HONEYLOCUST 2 ½”-3" CAL. B&B

2 GYM-D GYMNOCLADUS DIOICUS 'ESPRESSO' ESPRESSO KENTUCKY COFFEE TREE 2 ½”-3" CAL. B&B

5 NYS-S NYSSA SYLVATICA BLACK GUM 2 ½”-3" CAL. B&B

7 OST-V OSTRYA VIRGINIANA AMERICAN HOPHORNBEAN 2 ½”-3" CAL. B&B

3 PLA-A PLATANUS x ACERIFOLIA 'BLOODGOOD' BLOODGOOD LONDON PLANETREE 2 ½”-3" CAL. B&B

3 QUE-I QUERCUS IMBRICARIA SHINGLE OAK 2 ½”-3" CAL. B&B

4 TAX-D TAXODIUM DISTICHUM BALD CYRESS 2 ½”-3" CAL. B&B

ORNAMENTAL TREES3 AME-G AMELANCHIER x GRANDIFLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 8' HEIGHT MULTI-STEM, B&B

2 CER-C CERCIS CANADENSIS EASTERN REDBUD 1 ½”-2" CAL. B&B

1 COR-C CORNUS KOUSA KOUSA DOGWOOD 1 ½”-2" CAL. B&B

4 CRA-V CRATAEGUS VIRIDIS 'WINTER KING' WINTER KING HAWTHORN 1 ½”-2" CAL. B&B

4 MAL-P MALUS 'PRAIRIFIRE' PRAIRIFIRE CRABAPPLE 1 ½”-2" CAL. B&B

EVERGREEN TREE10 PIC-G PICEA GLAUCA 'DENSATA' BLACK HILLS SPRUCE 8' HEIGHT B&B

11 PIC-O PICEA OMORIKA SERBIAN SPRUCE 8' HEIGHT B&B

12 PIN-S PINUS STROBUS EASTERN WHITE PINE 8' HEIGHT B&B

EVERGREEN SHRUBS

11 BUX-M BUXUS MICROPHYLLA 'WINTER GEM' WINTER GEM BOXWOOD 24" MIN

36 JUN-S JUNIPERUS SABINA 'BROADMOOR' BROADMOOR JUNIPER 36" MIN

94 TAX-M TAXUS x MEDIA 'DENSIFORMIS' DENSE SPREADING YEW 18"-24"

SHRUBS

31 ARO-M ARONIA ARBUTIFOLIA 'BRILLIANTISSIMA' BRILLIANT RED CHOKEBERRY 24" MIN

13 CAL-D CALLICARPA DICHOTOMA 'ISSAI' ISSAI BEAUTY BERRY 18"-24"

70 COR-S CORNUS SERICEA 'KELSEYI' KELSEY DOGWOOD 18"-24"

32 FOT-G FOTHERGILLA GARDENII DWARF FOTHERGILLA 18"-24"

20 ILE-VILEX VERTICILLATA 'WINTER RED' WINTER RED HOLLY 24"-30" PROVIDE 1 SOURTHERN

GENTLEMAN FOR EVERY 5WINTER RED HOLLIES.ILEX VERTICILATA 'SOUTHERN GENTELMAN' SOUTHERN GENTLEMAN HOLLY 24"-30"

18 HYD-P HYDRANGEA PANICULATA 'QUICKFIRE' QUICKFIRE HYDRANGEA 36" MIN

3 VIB-J VIBURNUM x 'JUDDII' JUDD VIBURNUM 24"-30"

GRASSES AND PERENNIALS

- GER-R GERANIUM 'ROZANNE' ROZANNE GERANIUM #1 CONT. 2' O.C.

- HEM-S HEMEROCALLIS 'PURPLE D'ORO' PURPLE D'ORO DAYLILY #1 CONT. 2' O.C.

- HEU-M HEUCHERA MICRANTHA 'SOUTHERN COMFORT' SOUTHERN COMFORT CORAL BELLS #1 CONT. 2' O.C.

- NEP-F NEPETA FAASSENII 'WALKERS LOW' WALKER'S LOW CATMINT #1 CONT. 2' O.C.

- PAN-V PANICUM VERGATUM 'CHEYANNE SKY' CHEYANNE SKY SWITCH GRASS #2 CONT. 2' O.C.

- SED-S SEDUM SPURIUM 'JOHN CREECH' JOHN CREECH SEDUM

PLAN NOTES1. SPADE EDGE.2. FIELD VERIFY LOCATION OF EXISTING TREES. SUBMIT ANY MAJOR LOCATION CHANGES TO

LANDSCAPE ARCHITECT FOR APPROVAL.

A. ALL DISTURBED LAWN AREAS TO BE SEEDED UNLESS OTHERWISE NOTED.

GENERAL NOTES

TACDEVELOPMENT

PLAN

AUG 29, 2019

19JPSC25

UP

DW

2 /

A20

0

1 / A200

1 /

A20

1

BIKESTORAGE

2 / A

201

COMUNITYAREA

LEASINGOFFICE

CORRIDOR

245' - 2 1/2"

5' - 6"26' - 4"5' - 3"26' - 4"5' - 6"

5' -

6"26

' - 4

"5'

- 3"

26' -

4"

5' -

6"

68' -

11"

68' - 11"

A4002

A4001

A4011

2 BED -ACCESSIBLE

2 BED -ACCESSIBLE3 BED -

STANDARD

2 BED -STANDARD

2 BED -STANDARD

2 BED -STANDARD

2 BED -STANDARD

3 BED -ACCESSIBLE

2 BED -STANDARD

2 BED -STANDARD

MAIL BOXES

MECH ROOM

MAINTENANCE OFFICE

CLOSING ROOM

COMPUTERAPP

COPYSTORAGE

WOMEN'S ROOM

MEN'S ROOM

FITNESS ROOM

UNIT MIX - BUILDING AREAS

1 BED - ACCESSIBLE

1 BED - STANDARD

2 BED - ACCESSIBLE

2 BED - STANDARD

3 BED - ACCESSIBLE

3 BED - STANDARD

BIKE STORAGE

COMUNITY AREA

CORRIDOR

LEASING OFFICE

A4041

1 BED -STANDARD

1 BED -STANDARD

1 BED -ACCESSIBLE

1 BED -ACCESSIBLE

1 BED -STANDARD

1 / A-200

159'

- 0

3/4"




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FIRST FLOORPLAN

07/25/19

A101

19-004

1" = 20'-0"1 FIRST FLOOR - ARCHITECTURAL PLAN

UP

2 /

A20

01 / A200

STORAGES

3 / A201

1BD-CORNER3 BED -STANDARD

1 BED -STANDARD

A4022

A4012

A4021

2 BED -STANDARD

2 BED -STANDARD

1 BED -STANDARD

2 BED -STANDARD

2 BED -STANDARD

2 BED -STANDARD

2 BED -STANDARD

2 BED -STANDARD

1 BED -STANDARD

UNIT MIX - BUILDING AREAS

1 BED - STANDARD

1BD-CORNER

2 BED - STANDARD

3 BED - STANDARD

MECH

STORAGES

1BD-CORNER

3 BED -STANDARD

2 BED -STANDARD

1 BED -STANDARD

68' - 11"

159'

- 0

3/4"

244' - 3 3/8"

SPRKL. ROOM

TELE.ROOM

1 /

A-2

01

2 / A

-201

5' -

6"26

' - 4

"5'

- 3"

26' -

4"

5' -

6"

68' -

11"

5' - 6" 26' - 4" 5' - 3" 26' - 4" 5' - 6"




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OVERALLSECOND & THIRD

FLOOR PLAN

07/25/19

A102

19-0041" = 20'-0"1 SECOND & THIRD FLOOR - ARCHITECTURAL PLAN

1 BED -STANDARD

2 /

A20

01 / A200

1 /

A20

1

3 / A201

2 / A

201

5" /

12"

5" /

12"

3" / 12"3" / 12"

5" /

12"

3" / 12"

5" /

12"

3" / 12"

3" / 12"

5" / 1

2"

5" / 1

2"

3" /

12"

5" / 12" 5" / 12"

3" /

12"

5" / 12" 5" / 12"

3" /

12"

3" /

12"

5" / 12"5" / 12"5" / 12"

3" /

12"

5" / 12"

3" /

12"

3" / 12"

5" /

12"

5" /

12"

3" / 12"

4 1/2" / 12"

33' - 1" 32' - 2 3/4"

32' - 2 3/4"

246' - 8 1/4"15

7' -

5 3/

4"

70' - 9"




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ROOF PLAN

0725/19

A103

19-004

1" = 20'-0"1 ROOF PLAN

1 - FIRST FLOOR0' - 0"

ROOF39' - 0"

2 - SECOND FLOOR11' - 7 1/8"

TOP PLATE29' - 7 1/8"

3 - THIRD FLOOR20' - 7 1/8"

3" 12"

2 1/2"

12"

5"

12"

5"

12"

5"

12"5"

12"

5"

12"

E24 E5 E9 E9 E25E9E10

E2E5E10 E5 E7

E24E9 E1 E18 E5E17 E24 E9 E9 E25 E26 E11 E1 E24 E1 E10E17 E24 E5 E25 E9

E16

E24

E10

E18

E2

E9

A2021

E24 E7E2


ROOF39' - 0"

2 - SECOND FLOOR11' - 7 1/8"

TOP PLATE29' - 7 1/8"

3 - THIRD FLOOR20' - 7 1/8"

5"

12"

5"

12"

5"

12"5"

12"

E25

E5

E16

E17

E18 E9 E24 E9 E25 E5 E24 E5 E1 E5 E9 E24 E25E9E9 E1 E5 E10E24E5

E2

E7

E25

E18 E2 E7

E25

PARAPET TOP 30" FROM THE ROOF DECK TOP




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EXTERIORELEVATIONS

08/12/19

A200

19-004

1" = 20'-0"1 BUILDING NORTH ELEVATION

1" = 20'-0"2 BUILDING WEST ELEVATION

EXTERIOR ELEVATION KEYNOTES

E1 DIMENSIONAL ASPHALT SHINGLE ROOF - COLOR: RUSTIC BLACKE2 KING SIZE BRICK - COLOR : INDIANA MILLSTONEE5 WINDOWS W/ 3.5" WHITE DECORATIVE TRIM SURROUNDE7 BANDING BRICK (MODEL CHAMFER) - COLOR: 1101E9 1X8 AND 1X6 FASCIA BAND BD. AT BRICK / SMART TRIM TRANSITION AND CORNERSE10 7X7 COMPOSITE "REAL" COLUMN, PAINTED COLOR: WHITEE11 CORNER TRIM - STANDARD - COLOR: EARL GREYE16 2 PANEL DOOR - 6 LITE MUTTON (THROUGHOUT)E17 VINYL RAILING - COLOR WHITEE18 METAL RAILING - COLOR BRONZEE24 7" FIBER- CEMENT LAP SIDING - COLOR 1E25 7" FIBER- CEMENT LAP SIDING - COLOR 2E26 7" FIBER- CEMENT LAP SIDING - COLOR 3



ROOF39' - 0"

2 - SECOND FLOOR11' - 7 1/8"

TOP PLATE29' - 7 1/8"

3 - THIRD FLOOR20' - 7 1/8"

E17 E25 E24 E9 E16 E25E7E16 E9 E5 E25 E24 E9 E5 E9 E5 E9 E26 E9 E24 E25 E5 E10 E17 E5 E24 E9 E9 E25 E24E5 E5 E9E10

E25

E1

E2 E5 E5 E7 E2 E5E16 E10E2 E25E7

5"

12"

5"

12"5"

12"

5"

12"3"

12"3"

12"


ROOF

2 - SECOND FLOOR11' - 7 1/8"

TOP PLATE29' - 7 1/8"

3 - THIRD FLOOR20' - 7 1/8"

E25 E9 E18 E9 E24E1E25E16E10E5E9E24E9E25E1E10 E25 E24 E5 E18E17

E16

E2

3"

12"3"

12"

5"

12"

5"

12"

E10

E25

E1

E16

E25

E5

E5

E5 E16 E17

4 1/2"

12"




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EXTERIORELEVATIONS

08/12/19

A201

19-004

1" = 20'-0"3 BUILDING SOUTH ELEVATION

1" = 20'-0"1 BUILDING EAST ELEVATION1" = 20'-0"2 BUILDING SOUTH EAST ELEVATION

EXTERIOR ELEVATION KEYNOTES

E1 DIMENSIONAL ASPHALT SHINGLE ROOF - COLOR: RUSTIC BLACKE2 KING SIZE BRICK - COLOR : INDIANA MILLSTONEE5 WINDOWS W/ 3.5" WHITE DECORATIVE TRIM SURROUNDE7 BANDING BRICK (MODEL CHAMFER) - COLOR: 1101E9 1X8 AND 1X6 FASCIA BAND BD. AT BRICK / SMART TRIM TRANSITION AND CORNERSE10 7X7 COMPOSITE "REAL" COLUMN, PAINTED COLOR: WHITEE16 2 PANEL DOOR - 6 LITE MUTTON (THROUGHOUT)E17 VINYL RAILING - COLOR WHITEE18 METAL RAILING - COLOR BRONZEE24 7" FIBER- CEMENT LAP SIDING - COLOR 1E25 7" FIBER- CEMENT LAP SIDING - COLOR 2E26 7" FIBER- CEMENT LAP SIDING - COLOR 3



39' - 0"


139' - 0"

2 - SECOND FLOOR111' - 7 1/8"

TOP PLATE129' - 7 1/8"

3 - THIRD FLOOR120' - 7 1/8"

7" FIBER- CEMENT LAPSIDING - COLOR 2


1X8 AND 1X6 FASCIABAND BD. AT BRICK /SMART TRIMTRANSITION ANDCORNERS


KING SIZE BRICK -COLOR : INDIANAMILLSTONE

7X7 COMPOSITE"REAL" COLUMN,PAINTED COLOR:WHITE

WINDOWS W/ 3.5"WHITE DECORATIVETRIM SURROUND

CORNER TRIM -STANDARD - COLOR:EARL GREY7X7 COMPOSITE

"REAL" COLUMN,PAINTED COLOR:WHITEVINYL RAILING -COLOR WHITE

METAL RAILING -COLOR BRONZE

5"

12"

5"

12"

PARAPET TOP 30"

ROOF

FROM THE DECK TOP133' - 9 1/8"




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ENLARGEDELEVATION

08/12/19

A202

19-004

3/32" = 1'-0"1 ENLARGED BUILDING ELEVATION

KING SIZE BRICK:COLOR - INDIANA MILLSTONE

BANDING (BRICK), CHAMFER:COLOR - 1101

FIBER-CEMENT LAP SIDING:COLOR 1 - OUTER SPACE

FIBER-CEMENT LAP SIDING:COLOR 2 - ANEW GRAY

FIBER-CEMENT LAP SIDING:COLOR 3 - EARL GREY

ASPHALT SHINGLE ROOF:COLOR - RUSTIC BLACK

1

2

3




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EXTERIORELEVATIONS

MATERIALSUMMARY

08/12/19

A203

19-004

KING SIZE BRICK:COLOR - INDIANA MILLSTONE

BANDING (BRICK), CHAMFER:COLOR - 1101

FIBER-CEMENT LAP SIDING:COLOR 1 - OUTER SPACE

FIBER-CEMENT LAP SIDING:COLOR 2 - ANEW GRAY

FIBER-CEMENT LAP SIDING:COLOR 3 - EARL GREY

ASPHALT SHINGLE ROOF:COLOR - RUSTIC BLACK

1

2

3

11' - 9 3/4"13' - 5 5/8"

26' -

4"

5' -

6"

LIVING ROOM

PATIO/BALCONY

KITCHEN

BATH

WALK-INCLOSET

BEDROOM

LAU

ND

RY

CL.

PANTRYMECH

31' -

7 3

/8"

25' - 1 3/8"

16' - 4 1/2" 8' - 9 7/8" 3 5/8"

26' -

4"

5' -

6"

31' -

10"

39' - 0"

MASTER BEDROOM

BATHWALK-IN CLOSET

LIVING ROOM

BEDROOM 2

WALK-IN CLOSET

BATH

CLKITCHEN

MECH

PANTRY

LAU

ND

RY

PATIO/BALCONY

22' - 7 3/8" 6' - 10" 9' - 2"




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ENLARGEDACCESSIBLEUNITS PLANS

07/25/19

A400

19-004

1/8" = 1'-0"2 1 BEDROOM ACCESSIBLE UNIT PLAN (790SF)1/8" = 1'-0"1 2 BEDROOM ACCESSIBLE UNIT PLAN (1,050 SF)

48' - 4 7/8"

31' -

10"26

' - 4

"5'

- 6"

21' - 9 3/4" 6' - 10" 19' - 8 7/8"

MASTER BEDROOM

WALK- IN CLOSET

BATH

KITCHEN

LIVING ROOM

BEDROOM 2

LAUNDRY CL. BEDROOM 1

BATH 2WALK- IN CLOSET

CL.

LINEN

PANTRY

MECH

PATIO/BALCONY




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ENLARGEDACCESSIBLEUNITS PLANS

07/25/19

A401

19-0041/8" = 1'-0"1 3 BEDROOM STANDARD/ ACCESSIBLE UNIT PLAN (1,320 SF)

26' -

4"

5' -

6"

31' -

10"

25' - 1 7/8"

LIVING ROOM

BEDROOM

WALK-IN CLOSET

BATH

KITCHEN

MECH

LAU

ND

RY

CL

PANTRY

BALCONY

45' - 6 3/4"

LIVING ROOM

DINING ROOM

KITCHEN

MECH

PANTRY

BATH

WALK-IN CLOSET

BEDROOM

LAUNDRY

BALCONY

32' -

3 1

/8"

10' -

8 3/4

"

26' - 11 1/8"




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ENLARGEDSTANDARD UNIT

PLANS

07/25/19

A402

19-0041/8" = 1'-0"2 1 BEDROOM STANDARD UNIT PLAN (790 SF)1/8" = 1'-0"1 1 BEDROOM - CORNER UNIT PLAN (1,040 SF)

26' -

4"

5' -

6"

38' - 7 3/8"

LIVINGROOM

BEDROOM 1

WALK-IN CLOSET

BATH

MASTER BEDROOM

BATHWALK-INCLOSET

KITCHENCL.

LAU

ND

RY

MECH

PANTRY

31' -

10"

22' - 2 3/8" 6' - 10" 8' - 9"

BALCONY




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ENLARGEDSTANDARD UNIT

PLANS

07/25/19

A403

19-004

1/8" = 1'-0"1 2 BEDROOM STANDARD UNIT PLAN (1,050 SF)

DW

MECH

MANTENANCE OFFICE

CONFERENCE ROOM

APP-COMPUTER ROOM

LEASING OFFICE

COPYSTORAGE

COMMON AREA

GAME AREA

FITNESS ROOMWOMEN'S

ROOMMEN'S ROOM

BUILDING ACCESS

COFFE STATON

5' -

0"43

' - 7

3/8

"

ENTRANCE

48' - 2 1/4"

31' - 10"

31' -

10"




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ENLARGEDFLOOR PLAN -FIRST FLOOR -COMMON AREA

07/25/19

A404

19-0041/8" = 1'-0"1 COMMON AREA (2,160 SF)

ASPHALT DIMENSIONAL SHINGLES - COLOR BLACK RUSTIC

OVERHEAD DOOR WITH EMBOSSED PANELS

5" 12"

5" 12"

7" FIBER-CEMENT LAP SIDING - COLOR 2

KING SIZE BRICK - COLOR INDIANA MILLSTONE

FIN. FLR.0"

PL. HGT.8'-1"


12X12 ROOF VENTS


5" 12"

5" 12"

12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

9'-1

1"

5 1/

2"

9'-1

1"5

1/2"

20'-3

1/2

"

12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

AG-101

3

AG-101

2

1 2 3 4 5 6GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE

1 2 3 5

STORAGE

6

STORAGE STORAGE STORAGE STORAGE

4

STORAGE




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GARAGE TYPES -FLOOR PLAN AND

ELEVATIONS

08/12/2019

AG-101

19-004

1/16" = 1'-0"26-BAY GARAGE A FRONT ELEVATION1/16" = 1'-0"36-BAY GARAGE B REAR ELEVATION

3/32" = 1'-0"16-BAY GARAGE B - FLOOR PLAN

EXTERIOR MATERIAL CALCULATIONS:

BRICK = 20%

SIDING = 80%

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PEAG-102

2

AG-102

3

9'-1

1"5

1/2"

20'-3

1/2

"

9'-1

1"

5 1/

2"

1 2 3 4 56

GARAGE GARAGE GARAGE GARAGE GARAGE MAINTENANCE BAY

17'-3 1/2" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

1 3 5 7 9STORAGE

2 4 6 8 10 1211STORAGESTORAGESTORAGESTORAGESTORAGESTORAGESTORAGESTORAGESTORAGESTORAGESTORAGE

FIN. FLR.0"

PL. HGT.8'-1"

12X12 ROOF VENTS


5" 12"


ASPHALT DIMENSIONAL SHINGLES

OVERHEAD DOOR WITH EMBOSSED PANELS

5" 12"


KING SIZE BRICK COLOR: INDIANA MILLSTONE




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8

GARAGE TYPES -FLOOR PLAN AND

ELEVATIONS

08/12/2019

AG-102

19-0043/32" = 1'-0"16-BAY GARAGE A - FLOOR PLAN

1/16" = 1'-0"26-BAY GARAGE REAR ELEVATION

EXTERIOR MATERIAL CALCULATIONS:

BRICK = 20%

SIDING = 80%

1/16" = 1'-0"36-BAY GARAGE FRONT ELEVATION




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8

TYPICAL INTERIOR

07/25/19

IN-1

19-004

COMMUNITY SPACES AND AMENITIES

• Community Space• Kitchenette• Game Area• Business Center/Workspace• On-site Leasing/Management• Fitness Room

Photographs represent the level of interior finishes and amenities Herman & Kittle has provided in our similar past projects.

24x36 - arch - combined 2 · herman & kittle properties, inc. 500 east 96th street, suite 300...

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