Plan Submittal from the Public Hearing on May 18, 2022 - The Clove by BuffaloGrove

Post Office Rotary Village Green

O L A F F U B

D A O R E V O R G

Deerfield’s OL DC HE CK ER RO AD

O 17

Walgreens

Amenities Area

Restaurant Space

Res. Lobby

Retail Space

OLD CHECKER ROAD

AD RO OK CO KE LA

F 26

34 32

J 32

H E

2 49

D A O R Y R N E H C M

D 35

3 8 E T U RO

NOTES A

NEW MIXED-USE DEVELOPMENT

Northwest Community Healthcare

EXISTING BOWLERO

C Jewel-Osco

D E

EXISTING COMMERCIAL BUILDING • ~22,600 SF Ground-Floor Retail • ~11,400 SF Second Story Office/Services

EXISTING RESTAURANT

GROCER

SHARED PARKING LOT

• ~0.85 Acre Open Space • Amenities Shown for Reference Only

ENHANCED RETENTION PONDS

1-STORY COMMERCIAL USE

PARKING LOT SCREENING

• Updated Circulation / Connectivity • 65 On-Street Parking Spaces

H VILLAGE GREEN

1-STORY COMMERCIAL USES • ~6,150 SF Building Footprint

1-STORY COMMERCIAL USES

7-Story Building with 4-Story Parking Deck 16,200 SF Ground-floor Retail/Dining Space 297 Residential Units (Floors 1–7) 558 Dedicated Parking Spaces for Residential & Ground-Floor Retail (1.87/unit)

G NEW VILLAGE ‘MAIN STREET’

NEW DRIVE-THRU RESTAURANT • Chick-Fil-A (5,400 Square Feet)

NEW DRIVE-THRU RESTAURANT

• • • •

• 54,000 Square Feet

• Boston Market to remain (3,000 SF)

• ~4,200 SF Building Footprint

• Guzman & Gomez (3,000 SF) • Burger King to remain (3,000 SF) • Drive-Thru Lane • 43,000 Square Feet • 196 Parking Spaces • Naturalized Landscape Edging • Shrubs, Grasses, and Perennials

THE CLOVE

PHASE 2 MASTER PLAN CONCEPT - FULL SITE BUFFALO GROVE,ILLINOIS

43’

85’

170’

NORTH

KENSINGTON DEVELOPMENT PARTNERS

APRIL 29, 2022

MATCHLINE SEE THIS SHEET FOR CONTINUATION

N25° 58' 54"E 62.13'

S04° 43' 20"E

4"W N06° 35' 4

EXISTING RETAIL TO REMAIN LOT 9

151.30'

333.60'

2 STORY BRICK BUILDING

N04° 01' 06"W

' 16"E

EXISTING RESTAURANT TO REMAIN

155.91'

63.10' S85° 58' 54"W

MATCHLINE SEE THIS SHEET FOR CONTINUATION

312.36'

S09° 16

S04° 01' 06"E 67.10'

LOT 4

138.55'

67.10' N04° 01' 06"W

PROPOSED MIXED USE

5.14' ' 44"E N80° 43 86.11'

LOT 3 S80° 43' 44"W 5.00'

' 16"E

S09° 16 125.00'

N01° 03' 14"W

TE 83 AD) RY RO ED (McHENRE DEDICAT . OFO .O.W HERET LE WIDTH R VARIAB

295.83'

N21° 49' 45"W 72.15'

' 29"E S09° 16 138.23'

132.11' ' 17"W N07° 59

N00° 34' 45"E 23.72'

IS ROU

' 29"E

' 43"E N82° 00 84.71'

EXISTING RESTAURANT TO REMAIN

S09° 16

K ETBAC KING S

ETBAC

PROPOSED GROCER 43,365 SF

ILLINO

20' PAR

DING S

35' BUIL

427.88'

LOT 2

N80° 43' 44"E 11.00'

88.02' S85° 58' 40"W

S86° 26' 20"W

202.59' "W

A=19.17' R=1498.91' CB=S09°38'28"E

.83' 159

N11°

.5 9 ' A =149

' 20

° 39 S69

87.6 9'

1' 215.7

13' 04

R=14

S13°

"W 56' 32

LOT 1

N80° 3

0' 23"W

183.88

K ING AC ILD U TB B E ' S 5 3 ING RK PA ' 0 2

N01° 19' 44"E 23.30'

7' 159.8

T SE

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

PROPOSED RESTAURANT

453.55'

ILLINOIS

S09° 16' 16"E 48.27'

LOT 7

N85° 58' 54"E 63.10'

N89° 35' 41"E

N89° 41' 29"E

BUFFALO GROVE

PARK PROGRAMMING BY OTHERS LOT 5

DRAWN BY:

S80° 43' 44"W 8.97'

MV/TK

S00° 15' 59"E 15.13'

THE CLOVE

63.25' S89° 44' 01"W 50.00' S89° 44' 01"W N00° 15' 59"W 12.00'

MOBILE GENERATOR

N00° 15' 59"W 19.00'

215.41'

PROPOSED RETAIL 4,210 SF

OVERALL LAYOUT PLAN

67.42'

147.99'

S89° 44' 01"W

DESCRIPTION

A=22.04' R=77.00' CB=N82°04'08"W

A=30.58' R=210.00' N00° 15' 59"W 42.71'

243.32'

TBACK

R=425.00'

426.01'

A=119.00'

TBACK

13.76'

ORIGINAL ISSUE DATE: APRIL 21, 2022

11.10'

ING SE

K 20' PAR

N52° 51' 30"E

EXISTING RETAIL TO REMAIN (ENTERTAINMENT)

LOT 6

ING SE

S39° 36' 19"E

65.00' S89° 44' 01"W 201.50' S00° 15' 59"E 19.00'

30.95'

A=28.99' R=125.49' CB=N47°20'41"E

LOT 8

S89° 44' 01"W

PROPOSED PARKING DECK

PROJECT NO.:

N38° 26' 06"E

N89° 44' 01"E

N06° 34' 55"W 70.43'

12.00'

D TE ICA .W. D E R.O ED OR IDTH F TO LE W RE HE RIAB VA

41'

N53° 51' 25"W

N04° 01' 06"W 74.98' (74.97') N24° 41' 02"E 42.14'

29.

A=74.99' R=375.00' CB=N30°24'49"E

PROPOSED RETAIL 6,167 SF

D 35' BUIL

N06° 34' 55"W 43.45' N89° 44' 01"E 34.21'

S06° 34' 55"E 45.00' N89° 44' 01"E 40.17' S00° 15' 59"E 8.00' N89° 44' 01"E 14.60' S84° 33' 21"E 29.55' N00° 15' 59"W 10.94'

N2 4° 41 82. ' 02"E 00'

N83° 25' 05"E 14.00'

N47° 13' 38"W 35.42'

11.52'

A=22.80' R=150.00' CB=N29°02'17"E

3 TE 8

S56° 37' 28"E

9 S5

' 19

785.34'

A=29.86' R=97.00' CB=N42°11'34"E

3.2 14

N88° 58' 54"E 7.84'

NO. DATE

ROAD

LOT 11

' W 00 16" . 0 ' 4 8 °0 0 S5

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

OLD CHECKER

0°

REVISIONS

487.58'

TE 83

A=24.01' R=25.00' CB=N23°29'45"E

N85° 58' 54"E

' 29"E

25.03'

9.00' 16.03'

N04° 01' 06"W

EXISTING RETAIL TO REMAIN

6 '1

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID E TO HER RIABLE VA

17.00'

IS ROU ILLINO

S85° 58' 54"W

A=34.38' R=40.00' CB=S74°45'31"W

S09° 16

16.97'

LOT 10 COMMERCIAL WITH DRIVE-THRU

20360

312.36'

N49° 01' 06"W

6 4.

PROJECT MANAGER: NO.

DRIVE THRU

N04° 01' 06"W

A=68.52' R=1093.04' CB=S27°40'04"E

4 ' AD 47.2RO 3 2 R= OK

O ' 1.86 KE C 3 2 LA A= A=83.81' R=2356.83' CB=S66°41'02"W

DRAWING NO. GRAPHIC SCALE

C3.0

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C3.0 OvSite20360 S03.dwg

5/9/2022

MATCHLINE SEE SEE C3.1 FOR CONTINUATION

50 .

A=22.80' R=150.00' CB=N29°02'17"E

28'

N2 4° 41 82. ' 02"E 00'

64.

15'

PROPOSED RETAIL 6,167 SF

N04° 01' 06"W 74.98' (74.97')

PROPOSED PARKING DECK

9' TYP.

30.95'

PROJECT NO.:

N24° 41' 02"E 42.14'

12.00'

N38° 26' 06"E

18.5'

N53° 51' 25"W

25.1'

25'

FOUND IRON PIPE AT CORNER

A=74.99' R=375.00' CB=N30°24'49"E

32.7'

11.52'

15'

S56° 37' 28"E

LOT 6 24'

A=28.99' R=125.49' CB=N47°20'41"E

6 24.5'

18.5'

11.10' 6

R=210.00'

41.9'

A=22.04' R=77.00' CB=N82°04'08"W

FOUND IRON PIPE 0.09' W.

A=30.58'

18.5'

1 44.1'

N00° 15' 59"W 42.71' 65.00' S89° 44' 01"W

PROPOSED RETAIL 4,210 SF

63.25' S89° 44' 01"W

215.41'

25'

S89° 44' 01"W

N00° 15' 59"W 19.00'

50.00' S89° 44' 01"W

67.42'

147.99'

426.01'

243.32'

ETBAC

N89° 44' 01"E

R=425.00'

24'

A=119.00'

KING S

13.76'

SETBA

N52° 51' 30"E

20' PAR

10'

36'

19.5'

18.5'

LDING 35' BUI

24.5' 19'

S39° 36' 19"E

DESCRIPTION

ORIGINAL ISSUE DATE: APRIL 21, 2022

785.34'

A=29.86' R=97.00' CB=N42°11'34"E

44.2'

N00° 15' 59"W 12.00' 15.8'

24'

19.5'

10'

S00° 15' 59"E 15.13'

S80° 43' 44"W 8.97'

PARK PROGRAMMING BY OTHERS LOT 5

62.8'

2. ALL PROPOSED ON-SITE STRIPING SHALL BE PAINTED YELLOW UNLESS OTHERWISE NOTED. 3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESS OTHERWISE NOTED.

14 1

18.5'

151.30'

333.60'

24'

25'

1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.

S04° 43' 20"E

4 N06° 35' 4

LOT 7

S09° 16' 16"E 48.27'

NOTES:

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

FOUND IRON PIPE 0.08 S. & 0.63' E.

OAD

ILLINOIS

R OLD CHECKER

16.03'

A=24.01' R=25.00' CB=N23°29'45"E

487.58'

BUFFALO GROVE

9.00'

N85° 58' 54"E

DRAWN BY:

25.03'

' 29"E S09° 16

N04° 01' 06"W

MV/TK

25'

17.00'

66.7'

60.3'

12 S85° 58' 54"W

THE CLOVE

3' 12.5' 10.5'

16.97'

EXISTING RETAIL TO REMAIN

NO. DATE

N49° 01' 06"W

54.8'

TE 83 IS ROU ILLINO

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

18.5'

30.5'

PROPOSED MONUMENT SIGN LOCATION

REVISIONS

BUILDING HEIGHT 20.9'

MAINTENANCE AS NECESSARY

PROJECT MANAGER: NO.

LOT 10 COMMERCIAL WITH DRIVE-THRU

CONCRETE SIDEWALK

LAYOUT PLAN - AREA 2

18.5'

312.36'

5.2' 43.4' 14.6'

3' 12.5' 10.5'

ASPHALT RESURFACING OR FULL DEPTH PAVEMENT AS NECESSARY

25'

8' 8' 8'

20360

24.5'

DRIVE THRU

N04° 01' 06"W

PAVING LEGEND

9' TYP.

1 10

5.14'

18.5'

' 44"E N80° 43 86.11'

N85° 58' 54"E 63.10'

EXISTING

GRAPHIC SCALE S04° 01' 06"

N04° 01' 0

MATCHLINE SEE SEE C3.3 FOR CONTINUATION

DRAWING NO.

C3.2

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C3.1 Site20360 S03.dwg

5/9/2022

5/5/2022 4:47:59 PM DD-2

CHICK-FIL-A PERSPECTIVE VIEW 05252, BUFFALO GROVE TOWN CENTER FSU, BUFFALO GROVE, IL

05/04/2022

EXTERIOR FINISHES SCRIPT SIGN

BR-B

EC-1

BR-A EC-1

BR-A

ALUMINIUM CANOPIES CP-1

BRICK VENEER COLOR: SLATE GREY SIZE: MODULAR

PREFINISHED METAL COPING COLOR: MIDNIGHT BRONZE

SCONSE LIGHTING CP-1

BR-B BRICK VENEER COLOR: RIDGEMAR SIZE: MODULAR

PREFINISHED METAL COLOR: DARK BRONZE

WEST ELEVATION

ST-1

1/8" = 1'-0"

STOREFRONT COLOR: DARK BRONZE BR-B

SCRIPT SIGN

SCONSE LIGHTING

EC-1

BR-A

MEAL PICKUP CANOPY CP-1

SOUTH ELEVATION

5/5/2022 8:49:57 AM DD-3

1/8" = 1'-0"

CHICK-FIL-A ELEVATION 05252, BUFFALO GROVE TOWN CENTER FSU, BUFFALO GROVE, IL

05/04/2022

BR-B

EXTERIOR FINISHES

EC-1 ICON SIGN

BR-A BR-A BRICK VENEER COLOR: SLATE GREY SIZE: MODULAR

EC-1

PREFINISHED METAL COPING COLOR: MIDNIGHT BRONZE

MEAL PICKUP CANOPY CP-1

SCONSE LIGHTING

BR-B BRICK VENEER COLOR: RIDGEMAR SIZE: MODULAR

EAST ELEVATION

CP-1

PREFINISHED METAL COLOR: DARK BRONZE

ST-1

1/8" = 1'-0"

STOREFRONT COLOR: DARK BRONZE BR-B

SCRIPT SIGN

EC-1

BR-A

MEAL PICKUP CANOPY CP-1

NORTH ELEVATION

5/5/2022 8:50:02 AM DD-4

1/8" = 1'-0"

CHICK-FIL-A ELEVATIONS 05252, BUFFALO GROVE TOWN CENTER FSU, BUFFALO GROVE, IL

05/04/2022

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1RUWK /DNH 'ULYH /DNH &LW\ *$ ZZZ FOD\WRQVLJQV FRP

/(' ,//80,1$7(' &+$11(/ /(77(56 '5$:,1* ),/( &)$ %8))$/2 *529( ,/ 6,*1$*( &'5

$// (/(&75,&$/ 6,*16 $5(

92/76

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'5$:1 %<

%HQ +ROOLGD\

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%HQ +ROOLGD\

'5$:,1* '$7(

0D\

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,OOLQRLV 5W %XIIDOR *URYH ,/

$// 5,*+76 5(6(59('

/2&$7,21

% & (

63(&,),&$7,216 &$%,1(7 $/80,180 &$%,1(7 +$6 (;758'(' $/80,180 )$&(6 )/(; )$&(6 '(&25$7(' :,7+ 75$16/8&(17 9,1</ ),/0 21 685)$&( 2) $&5</,& ,17(51$//< ,//80,1$7(' :,7+ :+,7( /(' . /,*+76 ',6&211(&7 6:,7&+ $6 5(48,5(' 3(5 1(&

:$// 6+($7+,1* · µ

µ 63$&(5 6,*1 &$%,1(7

· µ

)$&(6 0 &$5',1$/ 5(' 75$16/8&(17 9,1</ &$%,1(7 *(1(6,6 0 6,1*/( 67$*( * 6(5,(6 5('

µ 67$,1/(66 67((/ /$* %2/7 ,172 %/2&.,1* [ µ :22' %/2&.,1* )25 02817,1* 2) 6,*1 · µ

0 3$12*5$3+,& ,,, )/(; )$&(

648$5( )((7 [ µ :22' %/2&.,1* )25 02817,1* 2) 6,*1

· µ

$03 6:,7&+ ',6&211(&7

6 , 1& (

1RUWK /DNH 'ULYH /DNH &LW\ *$ ZZZ FOD\WRQVLJQV FRP

(/(9$7,21

(1' 9,(:

6&$/( µ

:$// 6,*1

$// (/(&75,&$/ 6,*16 $5(

92/76

'5$:,1* ),/( &)$ %8))$/2 *529( ,/ 6,*1$*( &'5

81/(66 27+(5:,6( ,1',&$7('

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$// 5,*+76 5(6(59('

/2&$7,21

63(&,),&$7,216

&2/256

$/80,180 &216758&7,21 &$%,1(76 :,7+ ',*,7$/ ',63/$< %2$5'6 :,7+ 67$7,& ,0$*(6 0(18 %2$5'6 )851,6+(' %< &2$7(6 *5283 $1' ,167$//(' %< +2125 %8,/7 0(18 %2$5' &2/801 $1' )5$0,1* )851,6+(' $1' ,167$//(' %< 3$77,621 6,*1 *5283 $1&+25 &$*(6 $1' )227,1*6 )851,6+(' $1' ,167$//(' %< &/$<721 6,*16

· 723 2) &2/801

&+,&. ),/ $ '$5. %521=(

· µ

:+,7( 5()/(&7,9( 9,1</ ),/0

· µ 723 2) 0(18 %2$5'

67$7,& ',*,7$/ 0(18 %2$5' 6 )

7,(6 0 # µ 2 & 0(18 %2$5' &2/801

&$,6621 µ ',$ 5(,1)250(17 %$5 ($ # 0 9(57

$ $1&+25 %2/76 ($ # µ',$ [ µ /21* : 187 :$6+(5 $7 %27720 (1'

+,*+ 675(1*7+ 121 6+5,1. *5287

3/$1 9,(:

187 /2&. :$6+(5

µ &756

&756

/(9(/,1* 187 :$6+(5

%$6( 3/$7( '(7$,/ 6&$/( µ

1RUWK /DNH 'ULYH /DNH &LW\ *$ ZZZ FOD\WRQVLJQV FRP

µ ',$ [ µ /21* $ '28%/( 187 :$6+(5

6(( 1(;7 3$*(

6&$/( µ

6 , 1& (

6,1*/( 32/( ',6&211(&7 &,5&8,7 $03 '28%/( 32/( ',6&211(&7 · *5$'( $7 6,*1 %$6(

(/(&75,&$/ &21'8,7 ($ # µ ',$ &21'8,7 )25 /223 ($ # µ ',$ ,) 5(4·' 7,(6 0 # µ 2 & µ 5(,1)250(17 %$5 ($ # 0 9(57

6(( 1(;7 3$*(

%27720 2) )281'$7,21

$1&+25 %2/7 47<

(/(9$7,21

(1' 9,(:

127 72 6&$/(

6&$/( µ

67$7,& ',*,7$/ '5,9( 7+58 0(18 %2$5'6 '5$:,1* ),/( &)$ %8))$/2 *529( ,/ 6,*1$*( &'5

$// (/(&75,&$/ 6,*16 $5(

92/76

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$// 5,*+76 5(6(59('

/2&$7,21

+ +

127( ,) 7+,6 6,*1 ,6 /2&$7(' 21 7+( 6,'(:$/. 7+(1 ,7 ,6 7+( 5(63216,%,/,7< 2) 7+( *(1(5$/ &2175$&725 72 ,167$// $ 39& 6/((9( ,172 7+( &21&5(7( :+(1 7+( 6,'(:$/. ,6 3285(' 35,25 72 ,167$//$7,21 2) 7+( 6,*1· %< &/$<721 6,*16

63(&,),&$7,216

5 5 , 3

%$&. 2) 6,*1 3$1(/ $1' 3267 0$77+(:6 '$5. %521=(

5 5 , 3

5 3

6,*1 3$1(/6 3$1(/6 $5( $/80,180 :,7+ 5()/(&7,9( %$&.*5281' $1' *5$3+,&6 6,*1 32676 32676 $5( µ [ µ 648$5( $/80,180 78%,1* &$33(' 21 723

· µ %27720 2) 3$1(/

· *5$'( $7 6,*1 %$6(

· %27720 2) )281'$7,21 µ

6 , 1& (

1RUWK /DNH 'ULYH /DNH &LW\ *$ ZZZ FOD\WRQVLJQV FRP

(/(9$7,21

(1' 9,(:

(/(9$7,21

(1' 9,(:

6&$/( µ

'27 5(*8/$725< 75$)),& 6,*16

$// (/(&75,&$/ 6,*16 $5(

92/76

'5$:,1* ),/( &)$ %8))$/2 *529( ,/ 6,*1$*( &'5

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$// 5,*+76 5(6(59('

/2&$7,21

. .

63(&,),&$7,216 6,*1 3$1(/6 3$1(/6 $5( $/80,180 :,7+ 5()/(&7,9( %$&.*5281' $1' *5$3+,&6 6,*1 32676 32676 $5( µ [ µ 648$5( $/80,180 78%,1* &$33(' 21 723

6,*1 3$1(/ 0 5()/(&7,9( 5('

· µ %27720 2) 3$1(/

6,*1 3$1(/ 0 5()/(&7,9( :+,7(

%$&. 2) 6,*1 3$1(/ $1' 3267 0$77+(:6 '$5. %521=( 620( &2/256 0$< 127 %( 86(' 21 7+,6 3$*(

· µ

· 723 2) &85%

6,*1 3$1(/ &85%

· %27720 2) )281'$7,21

3/$1 9,(: 6&$/( µ

6 , 1& (

1RUWK /DNH 'ULYH /DNH &LW\ *$ ZZZ FOD\WRQVLJQV FRP

(/(9$7,21

(1' 9,(:

6&$/( µ

'27 5(*8/$725< 75$)),& 6,*16

$// (/(&75,&$/ 6,*16 $5(

92/76

'5$:,1* ),/( &)$ %8))$/2 *529( ,/ 6,*1$*( &'5

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$// 5,*+76 5(6(59('

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63(&,),&$7,216 6,*1 3$1(/6 3$1(/6 $5( $/80,180 :,7+ 5()/(&7,9( %$&.*5281' $1' *5$3+,&6 6,*1 32676 32676 $5( µ [ µ 648$5( $/80,180 78%,1* &$33(' 21 723

6,*1 3$1(/ 0 5()/(&7,9( 5('

· µ %27720 2) 3$1(/

5 6,*1 3$1(/ 0 5()/(&7,9( :+,7(

%$&. 2) 6,*1 3$1(/ $1' 3267 0$77+(:6 '$5. %521=( 620( &2/256 0$< 127 %( 86(' 21 7+,6 3$*(

· µ

· 723 2) &85%

6,*1 3$1(/ &85%

· %27720 2) )281'$7,21

3/$1 9,(: 6&$/( µ

6 , 1& (

1RUWK /DNH 'ULYH /DNH &LW\ *$ ZZZ FOD\WRQVLJQV FRP

(/(9$7,21

(1' 9,(:

6&$/( µ

'27 5(*8/$725< 75$)),& 6,*16

$// (/(&75,&$/ 6,*16 $5(

92/76

'5$:,1* ),/( &)$ %8))$/2 *529( ,/ 6,*1$*( &'5

81/(66 27+(5:,6( ,1',&$7('

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$// 5,*+76 5(6(59('

/2&$7,21

63(&,),&$7,216 6,*1 3$1(/6 3$1(/6 $5( $/80,180 :,7+ 5()/(&7,9( %$&.*5281' $1' *5$3+,&6 6,*1 32676 32676 $5( µ [ µ 648$5( $/80,180 78%,1* &$33(' 21 723

6,'( % 5

6,*1 3$1(/ 0 5()/(&7,9( 5('

· µ %27720 2) 3$1(/

6,'( $ 5 6,*1 3$1(/ 0 5()/(&7,9( :+,7(

%$&. 2) 6,*1 3$1(/ $1' 3267 0$77+(:6 '$5. %521=( 620( &2/256 0$< 127 %( 86(' 21 7+,6 3$*(

· µ

· 723 2) &85%

6,*1 3$1(/ &85%

· %27720 2) )281'$7,21

3/$1 9,(: 6&$/( µ

6 , 1& (

1RUWK /DNH 'ULYH /DNH &LW\ *$ ZZZ FOD\WRQVLJQV FRP

(/(9$7,21

(1' 9,(:

6&$/( µ

'27 5(*8/$725< 75$)),& 6,*16

$// (/(&75,&$/ 6,*16 $5(

92/76

'5$:,1* ),/( &)$ %8))$/2 *529( ,/ 6,*1$*( &'5

81/(66 27+(5:,6( ,1',&$7('

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$// 5,*+76 5(6(59('

/2&$7,21

63(&,),&$7,216 6,*1 3$1(/6 3$1(/6 $5( $/80,180 :,7+ 5()/(&7,9( %$&.*5281' $1' *5$3+,&6 6,*1 32676 32676 $5( µ [ µ 648$5( $/80,180 78%,1* &$33(' 21 723

6,*1 3$1(/ 0 5()/(&7,9( 5('

· µ %27720 2) 3$1(/

5 6,*1 3$1(/ 0 5()/(&7,9( :+,7(

%$&. 2) 6,*1 3$1(/ $1' 3267 0$77+(:6 '$5. %521=( 620( &2/256 0$< 127 %( 86(' 21 7+,6 3$*(

· µ

· 723 2) &85%

6,*1 3$1(/ &85%

· %27720 2) )281'$7,21

3/$1 9,(: 6&$/( µ

6 , 1& (

1RUWK /DNH 'ULYH /DNH &LW\ *$ ZZZ FOD\WRQVLJQV FRP

(/(9$7,21

(1' 9,(:

6&$/( µ

'27 5(*8/$725< 75$)),& 6,*16

$// (/(&75,&$/ 6,*16 $5(

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'5$:,1* ),/( &)$ %8))$/2 *529( ,/ 6,*1$*( &'5

81/(66 27+(5:,6( ,1',&$7('

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$// 5,*+76 5(6(59('

/2&$7,21

6(( &+$57 )25 +(,*+7 72 723 2) 32/( 1' +$/<$5' 237,21$/

*2/' $12',=(' 6381 $/80,180 %$// )/86+ 6($0 &$67 $/80,180 758&. 5(92/9,1* 121 )28/,1* 7<3( 6:,9(/ 61$36 &29(56 +$/<$5' 523(

)/$* 6,=(6

+$/<$5' &29(5 237,21$/

32/( $ % · µ · µ · µ · µ · µ · µ · µ · µ · µ · µ · µ · µ · µ · µ

&/($5 &29(5 %2; 237,21$/

µ &$67 $/80,180 &/($7 237,21$/

0$7(5,$/ 32/<(67+(5 32/<(67+(5 32/<(67+(5 32/<(67+(5 32/<(67+(5 32/<(67+(5 32/<(67+(5

67$1'$5' )/$6+ &2//$5

)281'$7,21 6,=(6 $/80,180 )/$6+ &2//$5 +$5':22' :('*(6 6833/,(' %< 27+(56 36, &21&5(7(

· *5$'( $7 32/( %$6(

),// 63$&( :,7+ 3$&.(' '5< 6$1'

)281'$7,21 6/((9( +27 ',3 *$/9$1,=(' 67((/ 67((/ &(17(5,1* :('*(6

*5281' 6/((9( $1' &21&5(7( ,167$//(' %< 7+( *(1(5$/ &2175$&725 32/( ,167$//(' 21 35( ,167$//(' *5281' 6/((9( %< 6,*1 &2175$&725

67((/ %$6( 3/$7( 67((/ 6833257 3/$7( :(/'(' 72 *5281' 63,.(

+(,*+7 & $ % µ µ µ µ µ

& %

6 , 1& (

1RUWK /DNH 'ULYH /DNH &LW\ *$ ZZZ FOD\WRQVLJQV FRP

)/$* 32/(

$// (/(&75,&$/ 6,*16 $5(

92/76

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81/(66 27+(5:,6( ,1',&$7('

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$// 5,*+76 5(6(59('

/2&$7,21

63(&,),&$7,216

&2/256

67((/ &/($5$1&( %$5

&/($5$1&( %$5 )851,6+(' $1' ,167$//(' %< 3$77,621 6,*1 *5283 $1&+25 &$*(6 $1' )227,1*6 )851,6+(' $1' ,167$//(' %< &/$<721 6,*16

&+,&. ),/ $ '$5. %521=(

· %27720 2) %$5

&756

µ &756

%$6( 3/$7( '(7$,/ 6&$/( µ

· µ 7,(6 0 # µ 2 & &$,6621 µ ',$ 5(,1)250(17 %$5 ($ # 0 9(57 &85% $1' '5,9( /$1( 685)$&(

$ $1&+25 %2/76 ($ # µ',$ [ µ /21* : 187 :$6+(5 $7 %27720 (1' +,*+ 675(1*7+ 121 6+5,1. *5287

187 /2&. :$6+(5

· µ

/(9(/,1* 187 :$6+(5 · '5,9( /$1( 685)$&(

7,(6 0 # µ 2 & 5(,1)250(17 %$5 ($ # 0 9(57

'28%/( 187 :$6+(5

$1&+25 %2/7 47<

µ µ

3/$1 9,(:

(/(9$7,21

6&$/( µ

6 , 1& (

1RUWK /DNH 'ULYH /DNH &LW\ *$ ZZZ FOD\WRQVLJQV FRP

µ ',$ [ µ /21* $

'5,9( 7+58 &/($5$1&( %$5 '5$:,1* ),/( &)$ %8))$/2 *529( ,/ 6,*1$*( &'5

$// (/(&75,&$/ 6,*16 $5(

92/76

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127 72 6&$/(

6(( 1(;7 3$*( %27720 2) )281'$7,21

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,OOLQRLV 5W %XIIDOR *URYH ,/

$// 5,*+76 5(6(59('

/2&$7,21

6725( +2856

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· µ

6725( +2856

µ 7$// $''5(66 180%(56 $5( 0 23$48( :+,7( 9,1</ ),/0 $33/,(' 72 (;7(5,25 685)$&( 2) */$66 6+2:1 ,1 *5(< )25 ,//8675$7,21 $3(5&8 %2/' )217

9(5,)< $''5(66 %()25( 0$.,1* 180%(56

(/(9$7,21 127 72 6&$/(

(/(9$7,21

6&$/( µ

6 , 1& (

1RUWK /DNH 'ULYH /DNH &LW\ *$ ZZZ FOD\WRQVLJQV FRP

:,1'2: *5$3+,&6

$// (/(&75,&$/ 6,*16 $5(

92/76

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81/(66 27+(5:,6( ,1',&$7('

'5$:1 %<

%HQ +ROOLGD\

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6725( 180%(5

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,OOLQRLV 5W %XIIDOR *URYH ,/

$// 5,*+76 5(6(59('

** Facade materials will include a combination of painting/staining of existing masonry, phenolic resin or fiber cement panels, and metal panels. Colors and placement of facade materials subject to change upon building design.

10-27-21

5-3-22 Proj No. 082526

BUFFALO GROVE TOWN CENTER PROPOSED RENOVATION CONCEPT

Proj No. 082526

4-12-22 10-27-21

BUFFALO GROVE TOWN CENTER PROPOSED RENOVATION CONCEPT

Proj No. 082526

BUFFALO GROVE TOWN CENTER PROPOSED RENOVATION CONCEPT

Proj No. 082526

4-12-22 10-27-21

BUFFALO GROVE TOWN CENTER PROPOSED RENOVATION CONCEPT

Proj No. 082526

10-27-21

5-3-22 Proj No. 082526

BUFFALO GROVE TOWN CENTER PROPOSED RENOVATION CONCEPT

Proj No. 082526

Rotary Village Green

OL DC HE CK ER RO AD

D 17 13 13 11

B F

AD OLD CHECKER RO

2 49

50 7

NOTES

EXISTING BOWLERO • 54,000 Square Feet

B D

3 8 E T U O R

EXISTING COMMERCIAL BUILDING • ~22,600 SF Ground-Floor Retail • ~11,400 SF Second Story Office/Services

NEW DRIVE-THRU RESTAURANT • Chick-Fil-A (5,400 Square Feet)

PARKING LOT SCREENING • Shrubs, Grasses, and Perennials

DECORATIVE CROSSWALK

OUTDOOR DINING OPPORTUNITY

THE CLOVE

PHASE 2 MASTER PLAN CONCEPT - NORTH BUFFALO GROVE,ILLINOIS

15’

30’

60’

NORTH

KENSINGTON DEVELOPMENT PARTNERS

APRIL 29, 2022

DECIDUOUS TREES

Ginkgo biloba ‘Princeton Sentry’ Princeton Sentry Maidenhair Tree

Gymnocladus dioica Kentucky Coffee Tree

Fagus sylvatica European Beech

Quercus macrocarpa Bur Oak

Tilia euchlor ‘Redmond’ Redmond Linden

DECIDUOUS SHRUBS

Aronia melanocarpa Glossy Black Chokeberry

Myrica pensylvanica Bayberry

Rhus aromatica ‘Gro Low’ Gro Low Sumac

Spirea betulifolia ‘Tor’ Birchleaf Spirea

Syringa patula ‘Ms. Kim’ Ms. Kim Lilac

Juniperus horizontalis ‘Plumosa Compacta’ Youngstown Andorra Juniper

Taxus media ‘EverLow’ Everlow Yew

Taxus media ‘Hicksii’ Hicks Yew

Thuja occidentalis ‘Nigra’ American Arborvitae

Viburnum prunifolium Blackhaw Viburnum

EVERGREEN SHRUBS

Juniperus chinensis ‘Sea Green’ Sea Green Juniper

GROUNDCOVERS

PERENNIALS & ORNAMENTAL GRASSES

Allium ‘Summer Beauty’ Summer Beauty Allium

Deschampsia cespitosa Tufted Hair Grass

Echinacea purpurea Purple Coneflower

Hemerocallis ‘Little Wine Cup’ Little Wine Cup Daylily

Liatris spicata ‘Floristan White’ Blazing Star

Nepeta x mussini ‘Blue Wonder’ Blue Wonder Catmint

Panicum virgatum ‘Shenandoah’ Shenandoah Switch Grass

Sporobolus heterolepsis Prairie Dropseed

Liriope spicata Lilyturf

Waldsteinia ternata Barren Strawberry

THE CLOVE

PHASE 2 MASTER PLAN - PLANT IMAGES BUFFALO GROVE,ILLINOIS

KENSINGTON DEVELOPMENT PARTNERS

APRIL 29, 2022

38’

75’

150’

NORTH

APRIL 29, 2022

SPECIAL PAVING AND FURNITURE

DRIVE-THRU/PARKING LOT SCREENING

PARKING ISLAND PLANTING

RETAIL/PARKING CONNECTIVITY

THE CLOVE

PHASE 2 MASTER PLAN - CHARACTER IMAGES BUFFALO GROVE,ILLINOIS

KENSINGTON DEVELOPMENT PARTNERS

APRIL 29, 2022

38’

75’

150’

NORTH

APRIL 29, 2022

DESCRIPTION

PRELIMINARY ENGINEERING PLANS FOR

NO SCALE

PROJECT LOCATION

SUPPORTING DOCUMENTS 4 SHEETS

BD DRAWN BY:

MV/TK

ALTA, TOPOGRAPHIC, & TREE SURVEY

BENCHMARKS SOURCE: STATION DESIGNATION: AJ3076 ESTABLISHED BY: SECI DATE: 07/25/2000

STATION DESIGNATION: SBM#1 ESTABLISHED BY: V3 COMPANIES DATE: 11-20-2021

LOCATION MAP NO SCALE

ELEVATION: 686.60 (MEASURED) DATUM: NAVD88 DESCRIPTION: SOUTHEAST TAG BOLT ON FIRE HYDRANT NEAR SOUTH LINE OF PARCEL 2, LOCATED 4.0' SOUTH OF SOUTHERLY CURB OF ACCESS DRIVE AND 5.0' WEST OF BACK OF WALK ALONG WEST SIDE OF IL. RT. 83.

PROFESSIONAL ENGINEER'S CERTIFICATION

STATION DESIGNATION: SBM#2 ESTABLISHED BY: V3 COMPANIES DATE: 11-20-2021

Joint Utility Locating Information for Excavators

ELEVATION: 683.67 (MEASURED) DATUM: NAVD88 DESCRIPTION: NORTHWEST TAG BOLT ON FIRE HYDRANT ON LOT 1 IN TOWN CENTER SUBDIVISION (SHELL PROPERTY), LOCATED 16.6' NORTH OF THE NORTH CURB LINE OF LAKE COOK ROAD AND 53.9' WEST OF THE WEST CURB LINE OF IL. RT. 83.

THE ELEVATIONS ABOVE WERE KNOWN TO BE ACCURATE AT THE TIME THEY WERE ESTABLISHED. V3 DOES NOT CERTIFY TO THE ACCURACY THEREAFTER, NOR ASSUMES RESPONSIBILITY FOR THE MIS-USE OR MIS-INTERPRETATION OF THE INFORMATION SHOWN HEREON. IT IS ADVISED THAT ALL OF THE ABOVE ELEVATIONS BE CHECKED BETWEEN EACH OTHER AND VERIFY A MINIMUM OF 3 SURROUNDING UTILITY RIM ELEVATIONS AND ANY ADJACENT BUILDING FINISHED FLOOR OR TOP OF FOUNDATION ELEVATIONS SHOWN HEREON PRIOR TO USE OR COMMENCEMENT OF ANY CONSTRUCTION OR OTHER WORK. PERSONS USING THIS INFORMATION ARE TO CONTACT V3 IMMEDIATELY WITH ANY DISCREPANCIES FOUND PRIOR TO THE START OF ANY WORK.

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

ELEVATION: 676.01 (PUBLISHED AND HELD) DATUM: NAVD88 DESCRIPTION: STATION LOCATED 33 FT SOUTH OF THE EASTBOUND CENTERLINE OF LAKE-COOK RD, 300 FT WEST OF BUFFALO GROVE ROAD AND 2.0 FT SOUTH OF AN ORANGE FIBERGLASS WITNESS POST. SITE:

Call

ILLINOIS

VICINITY MAP

BUFFALO GROVE

V3 Companies, Ltd. 7325 Janes Avenue Woodridge, Illinois 60517 630 724 9200 Project Manager: John Brown, P.E. jbrown@v3co.com Project Engineer: Tom Kunschke, P.E. tkunschke@v3co.com Project Engineer: Matt Vogel mvogel@v3co.com

THE CLOVE

ENGINEER

BGA Residential, LLC 2250 Progress Parkway Schaumburg, IL 60173 312 726 9966 Contact: Jim Wells

PROJECT LOCATION

TITLE SHEET GENERAL NOTES , LEGEND, AND ABBREVIATIONS EXISTING CONDITIONS PLAN PRELIMINARY DEMOLITION PLAN - AREA 1 PRELIMINARY DEMOLITION PLAN - AREA 2 PRELIMINARY DEMOLITION PLAN - AREA 3 PRELIMINARY OVERALL SITE PLAN PRELIMINARY SITE PLAN - AREA 1 PRELIMINARY SITE PLAN - AREA 2 PRELIMINARY SITE PLAN - AREA 3 PRELIMINARY OVERALL GRADING PLAN PRELIMINARY GRADING PLAN - AREA 1 PRELIMINARY GRADING PLAN - AREA 2 PRELIMINARY GRADING PLAN - AREA 3 PRELIMINARY OVERALL UTILITY PLAN PRELIMINARY UTILITY PLAN - AREA 1 PRELIMINARY UTILITY PLAN - AREA 2 PRELIMINARY UTILITY PLAN - AREA 3

PROJECT MANAGER: NO.

C0.0 C1.0 C2.0 C2.1 C2.2 C2.3 C3.0 C3.1 C3.2 C3.3 C4.0 C4.1 C4.2 C4.3 C5.0 C5.1 C5.2 C5.3

TITLE SHEET

CIVIL ENGINEERING PLANS

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

REVISIONS

OWNER/DEVELOPER

ORIGINAL ISSUE DATE: APRIL 21, 2022

INDEX

20360

PROJECT TEAM

PROJECT NO.:

BUFFALO GROVE, ILLINOIS

IMKD5, LLC 710 Commerce Drive, Suite 130 Oak Brook, IL 60523 630 473 6550 Contact: Dan Rea

NO. DATE

THE CLOVE

I, JOHN BROWN, A LICENSED PROFESSIONAL ENGINEER ILLINOIS OF , HEREBY CERTIFY THAT THE CIVIL ENGINEERING PLANS WERE PREPARED ON BEHALF KENSINGTON OF DEVELOPMENT PARTNERSBY V3 COMPANIES, LTD. UNDER MY PERSONAL DIRECTION. THIS TECHNICAL SUBMISSION IS INTENDED TO BE USED AS AN INTEGRAL PART OF AND IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS. DATED THIS

DAY OF

, 2022 A.D.,.

ILLINOISLICENSED PROFESSIONAL ENGINEER 062-050103 MY LICENSE EXPIRES ON FEBRUARY2022 30,

48 hours before you dig ILLINOIS LICENSED DESIGN FIRM NO. 184-000902

DRAWING NO.

C0.0

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C0.0 Tsht20360 S03.dwg 5/10/2022

c. ILLINOIS RECOMMENDED STANDARDS FOR SEWAGE WORKS," AS PUBLISHED BY THE IEPA. LATEST EDITION. d. THE LATEST EDITIONS OF THE MUNICIPAL CODE AND STANDARDS OF THE VILLAGE OF BUFFALO GROVE. e. THE NATIONAL ELECTRIC CODE. f. THE ILLINOIS ACCESSIBILITY CODE. g. CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD) REQUIREMENTS AS PUBLISHED BY THE IEPA. TESTING OF SOILS BEING EXPORTED FROM THE SITE AND APPROPRIATE DISPOSAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARD TO SITE WORK ISSUES DESIGNED BY THE ENGINEER, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 9.

THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION AT LEAST 48 HOURS PRIOR TO COMMENCING ANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRING INSPECTION.

10. ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TO CONSTRUCTION AND SHALL BE PROTECTED PER IDOT STANDARDS. THE RIGHT-OF-WAY LINE AND LIMITS OF THE CONTRACTOR'S OPERATIONS SHALL BE CLEARLY DEFINED THROUGHOUT THE CONSTRUCTION PERIOD. ALL TREES IDENTIFIED TO REMAIN SHALL BE PROTECTED FROM DAMAGE INCLUDING TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING, FILLING OR GRADING IS TO BE DONE INSIDE THE DRIP LINE OF TREES UNLESS OTHERWISE INDICATED. 11. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BE PROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATION OF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OF EACH DAY AND AS OFTEN AS OTHERWISE NECESSARY THE CONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN TRACKED ONTO PUBLIC STREETS AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND AS DETAILED IN THE STORM WATER POLLUTION PREVENTION PLAN. 12. THE CONTRACTOR SHALL PROVIDE FOR THE SAFE AND ORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHERE HIS/HER OPERATIONS ABUT PUBLIC THOROUGHFARES AND ADJACENT PROPERTY IN ACCORDANCE WITH THE VILLAGE OF BUFFALO GROVE MUNICIPAL CODE AND IDOT REQUIREMENTS. 13. NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT OR PARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M. ON THE DAY PRECEDING A HOLIDAY OR A WEEKEND. 14. ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVAL BEFORE COMMENCEMENT OF PAVEMENT REMOVAL. 15. REMOVED PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC. SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR AS PART OF THE BASE CONTRACT. 16. NO BURNING OR INCINERATION OF RUBBISH WILL BE PERMITTED ON SITE. 17. FOR REGULATED UTILITY LOCATIONS, THE CONTRACTOR SHALL CONTACT THE JOINT UTILITY LOCATION INFORMATION FOR EXCAVATORS, "J.U.L.I.E." AT 1-800-892-0123. LOCAL GOVERNMENT AGENCIES SHOULD BE CONTACTED BY THE CONTRACTOR FOR LOCATION OF ALL NONREGULATED UTILITY LOCATIONS. CALL FOR LOCATES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 18. BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTING UTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCH UTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BE COORDINATED AND PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OF THE UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES, UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN IN SERVICE ARE UNCOVERED OR ENCOUNTERED DURING THIS OPERATION, THEY SHALL BE SAFEGUARDED, PROTECTED FROM DAMAGE AND SUPPORTED IF NECESSARY.

31. ANY EXISTING UTILITY STRUCTURES REQUIRING ADJUSTMENT ARE TO BE ADJUSTED OR RECONSTRUCTED BY THE CONTRACTOR TO THE UTILITY OWNER'S SATISFACTION. ADJUSTMENTS OR RECONSTRUCTIONS NOT CALLED FOR ON THE PLANS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 32. ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND TO THE SATISFACTION OF THE UTILITY OWNER. 33. PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THE DETAILS OF THE PLANS FOR ALL UTILITY LINES (OR AS OTHERWISE NOTED ON PLANS). BACKFILL SHALL BE PLACED AND COMPACTED PER THE MUNICIPALITY AND IDOT SPECIFICATIONS. COST OF BACKFILL IS TO BE CONSIDERED INCIDENTAL TO THE UTILITY WORK.

THE SURFACE VEGETATION, TOPSOIL, TRANSITIONAL MATERIAL, AND ANY OBVIOUSLY SOFT UNDERLYING SOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE IEPA STRUCTURAL FILL. IF THE UNDERLYING SUBGRADE IS FOUND TO BE UNSUITABLE FOR PROPER COMPACTION, CONTRACTOR TO CONSULT WITH SOILS ENGINEER PRIOR 1. TO REMEDIATION.

STORM SEWER STRUCTURES SHALL BE PRECAST OF THE TYPE AND DIAMETER AS SPECIFIED IN THE PLANS WITH APPROPRIATE FRAME AND LIDS (SEE CONSTRUCTION DETAIL). LIDS SHALL BE IMPRINTED “STORM”.

CROSSING REQUIREMENTS

EMBANKMENT MATERIAL WITHIN ROADWAY, DRIVEWAY, BUILDING AND OTHER STRUCTURAL CLAY FILL AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM SPECIFICATION D1557 (MODIFIED PROCTOR METHOD), OR TO SUCH OTHER DENSITY AS MAY BE DETERMINED APPROPRIATE BY THE SOILS ENGINEER, THE AUTHORITY HAVING JURISDICTION, AND THE CONTRACTOR.

REVERSE PITCHED CURB 706.0 782.62 782.12

SPOT ELEVATION TOP OF CURB ELEVATION EDGE OF PAVEMENT ELEVATION UTILITY STUB SANITARY SEWER SANITARY FORCE MAIN

B. WATERMAINS MAY BE LAID CLOSER THAN TEN FEET TO A SEWER LINE WHEN: I. LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN FEET; II. THE WATERMAIN IS AT LEAST 18 INCHES ABOVE THE CROWN OF THE SEWER; AND III. THE WATERMAIN IS EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON AN UNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER.

ALL PAVEMENT SUBGRADE SHALL MEET THE REQUIREMENTS DETERMINED BY THE SOILS ENGINEER AND DOCUMENTED IN THE GEOTECHNICAL REPORT. IF AREAS OF PAVEMENT SUBGRADE ARE ENCOUNTERED WHICH DO NOT MEET THESE REQUIREMENTS, SUBGRADE REPLACEMENT OR PAVEMENT DESIGN REVISIONS SHALL BE PROVIDED WHICH ARE ADEQUATE TO OBTAIN EQUIVALENT PAVEMENT STRENGTH AS DETERMINED BY THE ENGINEER, SOILS ENGINEER, AND THE AUTHORITY HAVING JURISDICTION.

DEPRESSED CURB & GUTTER

HORIZONTAL SEPARATION: A. WATERMAINS SHALL BE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN, STORM SEWER, SANITARY SEWER OR SEWER SERVICE CONNECTION.

STORM SEWER W

WATER MAIN

GAS MAIN

T/E

UNDERGROUND TELEPHONE & ELECTRIC DUCT BANK

BURIED CABLE-ELECTRIC

BURIED CABLE-TELEPHONE ATLAS LOCATED UTILITY UTILITY STRUCTURE WITH CLOSED LID CURB INLET DRAINAGE STRUCTURE WITH OPEN LID

I. BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL

COMPLETED GRADING (FINISHED FINE GRADE) FOR PROPOSED PAVEMENT SUBGRADE AREAS, BUILDING PADS, AND OPEN SPACE AREAS SHALL BE WITHIN A 0.1' TOLERANCE OF DESIGN SUBGRADE.

FIRE HYDRANT

THE SUBGRADE FOR PROPOSED STREET AND PAVEMENT AREAS SHALL BE PROOF-ROLLED BY THE SUBCONTRACTOR IN THE PRESENCE OF THE JURISDICTIONAL INSPECTOR, CONTRACTOR, AND SOILS ENGINEER.

CONCRETE PIPE, OR PVC PIPE MEETING THE

VALVE IN VALVE BOX

REQUIREMENTS OF SECTION 653.111 WHEN IT IS

GATE VALVE IN VALVE VAULT

IMPOSSIBLE TO MEET (A) OR (B) ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURE TESTED TO THE

POST INDICATOR VALVE

MAXIMUM EXPECTED SURCHARGE HEAD BEFORE

THRUST BLOCK

BACKFILLING. 2.

TREE TREE LINE

VERTICAL SEPARATION: A. A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS 18 INCHES ABOVE THE CROWN OF THE DRAIN OR SEWER WHENEVER WATERMAINS CROSS STORM SEWERS, SANITARY SEWERS OR SEWER SERVICE CONNECTIONS. THE VERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTION OF THE WATERMAIN LOCATED WITHIN TEN FEET HORIZONTALLY OR ANY SEWER OR DRAIN CROSSED. A LENGTH OF WATERMAIN PIPE SHALL BE CENTERED OVER THE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANT FROM THE SEWER OR DRAIN.

BORROW PIT LOCATION(S) SHALL BE APPROVED BY THE OWNER, ENGINEER, AND GEOTECHNICAL ENGINEER.

SANITARY SEWER 1.

SANITARY SEWERS SHALL BE CONSTRUCTED OF THE FOLLOWING MATERIALS AS SPECIFIED ON THE PLANS: A. POLYVINYL CHLORIDE PLASTIC SEWER PIPE (PVC) CONFORMING TO ASTM D2241 WITH AN SDR OF 26 WITH ELASTOMETRIC GASKET JOINTS CONFORMING TO ASTM D3139.

SUBMERGED HEADWALL FLARED END SECTION (F.E.S.) GUY WIRES FLOOD LIGHT UTILITY POLE LIGHT STANDARD TRAFFIC SIGNAL POLE

B. BOTH THE WATERMAIN AND SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT CAST OR DUCTILE IRON PIPE, PRESTRESSED

HAND HOLE SOIL BORING

CONCRETE PIPE, OR PVC PIPE MEETING B. DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSI A21.51 (AWWA C151) WITH JOINTS CONFORMING TO ANSI 21-11 (AWWA C-111). 2.

37. BAND-SEAL CONNECTORS OR EQUIVALENT SHALL BE USED TO JOIN PIPES OF DISSIMILAR MATERIAL. 4.

39. THE SUBCONTRACTOR SHALL INSTALL A 2”x4”x6' POST ADJACENT TO THE TERMINUS OF UTILITY MAINS AND SERVICE LINES. POSTS SHALL BE MARKED IN ACCORDANCE WITH THE VILLAGE STANDARDS. 40. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ANY EXCAVATION. ANY DEWATERING REQUIRED SHALL BE INCIDENTAL TO THE CONTRACT.

IRRIGATION HEADS

REQUIREMENTS OF SECTION 653.111 WHEN:

SIGN I. IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN 9A) ABOVE; OR II. THE WATERMAIN PASSES UNDER A SEWER DRAIN.

MANHOLES SHALL BE PRECAST CONCRETE STRUCTURES, WITH APPROPRIATE FRAME AND LIDS (SEE CONSTRUCTION DETAIL SHEETS). LIDS SHALL BE IMPRINTED “SEWER”.

MONITORING WELL TELEPHONE PEDESTAL TRANSFORMER PAD UTILITY TO BE ABANDONED FEATURE TO BE REMOVED STORMWATER FLOW DIRECTION STORMWATER OVERFLOW ROUTE

ALL SANITARY MANHOLES SHALL BE TESTED FOR WATER TIGHTNESS IN ACCORDANCE WITH ASTM C969 OR ATSM C1244.

D. CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THE WATERMAIN TO THE SEWER OR DRAIN LINE IS AT LEAST TEN FEET.

CONTRACTOR SHALL VERIFY THAT THE TESTING METHODS DESIGNATED HEREIN ARE ACCEPTABLE TO LOCAL AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. IF THE LOCAL JURISDICTION HAS MORE PAVING STRINGENT TESTING REQUIREMENTS THE CONTRACTOR SHALL ADHERE TO THE MORE STRINGENT REQUIREMENTS. THE COST SHALL BE INCIDENTAL TO THE 1. BASE COURSE SHALL BE AGGREGATE BASE COURSE, CONTRACT. CONFORMING TO IDOT STANDARD SPECIFICATIONS (SEE

DITCH CHECK INLET FILTER BASKET RIP RAP BOLLARD SF

SILT FENCE WATER MAIN PROTECTION

C01

UTILITY CROSSING LABEL GUARDRAIL

41. COPIES OF SOILS INVESTIGATION REPORTS MAY BE OBTAINED FROM THE OWNER. ANY BRACING, SHEETING OR SPECIAL CONSTRUCTION METHODS REQUIRED IN ORDER TO INSTALL THE PROPOSED IMPROVEMENTS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE PROJECT. ANY ADDITIONAL SOILS DATA NEEDED TO CONFIRM THE CONTRACTOR'S OPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL OBTAIN THE OWNER'S WRITTEN AUTHORIZATION TO ACCESS THE SITE TO CONDUCT A SUPPLEMENTAL SOILS INVESTIGATION. 42. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSED STORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSED DRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THIS CANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIRED WITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THE ORIGINAL LINE AND PUT IN ACCEPTABLE OPERATIONAL CONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILE FOR ON-SITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEER UPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRS SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE PROVIDED. 43. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS OR FOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS.

WATERMAIN DISTRIBUTION SYSTEM

WATER MAIN SHALL BE CONSTRUCTED OF THE FOLLOWING MATERIAL AS SPECIFIED ON THE PLANS: A. DUCTILE IRON PIPE, CLASS 52 CONFORMING TO ANSI A21.51, AWWA C-151 WITH CEMENT LINING CONFORMING TO ANSI A21.4, AWWA C-104 AND PUSH-ON JOINTS CONFORMING TO ANSI A21.11, AWWA C-111. FITTINGS SHALL COMPLY WITH ANSI A21.10, AWWA C110. ALL DUCTILE IRON PIPE SHALL BE WRAPPED IN POLYETHYLENE IN ACCORDANCE WITH AWWA C105.

SUBGRADE SHALL BE FINISHED TO BE WITHIN 0.1 FEET OF DESIGN SUBGRADE ELEVATIONS BY THE EARTHWORK CONTRACTOR. FINE GRADING FOR PAVEMENTS AND SIDEWALKS SHALL BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR.

AGGREGATE BASE COURSES SHALL BE PRIMED AT THE RATE OF 0.25 TO 0.50 GALLONS PER SQUARE YARD AND BRICK, CONCRETE, OR HMA BASES SHALL BE PRIMED AT THE RATE OF 0.05 TO 0.10 GALLONS PER SQUARE YARD WITH LIQUID ASPHALT CONFORMING TO THE IDOT STANDARD SPECIFICATIONS AND APPROPRIATE FOR PREVAILING WEATHER AND SITE CONDITIONS. PRIME COAT AND CLEANING THE EXISTING SURFACE SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT.

PAVEMENT SHALL BE CONSTRUCTED ON A THOROUGHLY COMPACTED SUBGRADE MEETING THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL CONSULTANT. PRIOR TO PLACEMENT OF THE NEW PAVEMENT, THE SUBGRADE SHALL BE PROOF ROLLED WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK (MINIMUM 20 TONS). PROOF ROLLING SHALL BE WITNESSED BY THE GEOTECHNICAL CONSULTANT.

SIDEWALKS SHALL BE OF THE THICKNESS AND DIMENSIONS AS SHOWN IN THE CONSTRUCTION PLANS. CONTRACTION JOINTS SHALL BE SET AT 5' CENTERS AND ½ INCH PREMOLDED FIBER EXPANSION JOINTS SHALL BE SET AT 50' CENTERS AND WHERE THE SIDEWALK MEETS THE CURB, A BUILDING, OR AT THE END OF EACH POUR. ALL SIDEWALKS CONSIDERED TO BE ACCESSIBLE ROUTES AS DEFINED BY THE AMERICANS WITH DISABILITIES ACT (ADA) SHALL BE SUBJECT TO ILLINOIS ACCESSIBILITY CODE (IAC) REQUIREMENTS, UNLESS OTHERWISE NOTED.

TESTING OF THE SUBBASE, BASE COURSE, BINDER COURSE, SURFACE COURSE, AND CONCRETE WORK SHALL BE REQUIRED IN ACCORDANCE WITH IDOT STANDARD SPECIFICATIONS AND IN ACCORDANCE WITH THE SPECIFIC REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. A QUALIFIED TESTING FIRM SHALL BE EMPLOYED TO PERFORM THE REQUIRED TESTS.

ASPHALT JOINTS FOR BINDER AND SURFACE COURSES ARE TO BE STAGGERED.

C. WATER SERVICE LINES SHALL BE CONSTRUCTED OF CLASS K COPPER. MINIMUM COVER OVER WATER MAIN SHALL BE 5' - 6” FROM FINISHED GRADE TO TOP OF PIPE.

VALVE VAULTS SHALL BE USED AT ALL VALVE LOCATIONS WHERE WATER MAIN IS 8” DIAMETER OR LARGER. VAULTS SHALL BE PRECAST CONCRETE STRUCTURES, WITH APPROPRIATE FRAME AND LIDS (SEE CONSTRUCTION DETAIL SHEETS). LIDS SHALL BE IMPRINTED “WATER”.

THRUST BLOCKING OR RESTRAINED JOINTS SHALL BE INSTALLED ON WATER MAINS AT ALL BENDS, TEES, ELBOWS, ETC. AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. COST OF SAME SHALL BE INCIDENTAL TO THE UNIT PRICE FOR PIPE INSTALLED.

WATER MAIN FITTINGS (BENDS, ELBOWS, TEES, INCREASES, REDUCERS, ETC.) MAY OR MAY NOT BE SPECIFICALLY REFERENCED ON THE CONSTRUCTION PLANS. THEY ARE TO BE CONSIDERED AS INCIDENTAL AND INCLUDED IN THE LINEAL FOOTAGE COST OF THE WATER MAIN.

ALL WATER LINES ARE TO BE PRESSURE TESTED AND CHLORINATED PER THE REQUIREMENTS OF THE MUNICIPALITY AND THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY.

STORM SEWER STORM SEWERS SHALL BE CONSTRUCTED OF THE FOLLOWING MATERIALS AS SPECIFIED ON THE PLANS:

RAILROAD TRACKS RETAINING WALL REVISION DELINEATION CLL

CONSTRUCTION LIMIT LINE TREE PROTECTION FENCE

B. POLYVINYL CHLORIDE PIPE, PVC CONFORMING TO ASTM C-900, WITH ELASTOMETRIC GASKET JOINTS CONFORMING TO ASTM D3139.

SURFACE COURSE AND BINDER COURSE SHALL BE HOT-MIX ASPHALT (HMA) CONFORMING TO IDOT STANDARD SPECIFICATIONS (SEE PLANS FOR THICKNESS). CURB & GUTTER AND SIDEWALK SHALL BE CLASS SI PORTLAND CEMENT CONCRETE CONFORMING TO IDOT STANDARD SPECIFICATIONS.

MONITORING WELL

N NIC NWL OC OL PC PCC

NORTH NOT IN CONTRACT / NOT INCLUDED NORMAL WATER LEVEL ON CENTER OPEN LID POINT OF CURVATURE PORTLAND CEMENT CONCRETE OR POINT OF COMPOUND CURVE

PGL PI PL PP PRC PT PUE PVC

PROFILE GRADE LINE POINT OF INTERSECTION PROPERTY LINE POWER POLE POINT OF REVERSE CURVATURE POINT OF TANGENCY PUBLIC UTILITY EASEMENT

PVI PVT R RCP ROW S SAN

POINT OF VERTICAL CURVATURE OR POLYVINYL CHLORIDE PIPE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENCY RADIUS OR RIGHT REINFORCED CONCRETE PIPE RIGHT OF WAY SLOPE OR SOUTH SANITARY

SF SFM SHT SHW SMH STA ST STMH T T/C T/P T/W TY TYP UP VC VERT VCP

SILTATION FENCE SANITARY FORCE MAIN SHEET SUBMERGED HEADWALL SANITARY MANHOLE STATION STORM STRUCTURE OR STORM SEWER STORM MANHOLE TANGENT LENGTH OR TELEPHONE TOP OF CURB TOP OF PIPE TOP OF WALL TYPE TYPICAL UTILITY POLE VERTICAL CURVE VERTICAL VITRIFIED CLAY PIPE

W WM

WEST WATER MAIN

DESCRIPTION

TELEPHONE MANHOLE

C. A VERTICAL SEPARATION OF 18 INCHES BETWEEN THE INVERT OF THE SEWER OR DRAIN AND THE CROWN OF THE WATERMAIN SHALL BE MAINTAINED WHERE A WATERMAIN CROSSES UNDER A SEWER. SUPPORT THE SEWER OR DRAIN LINES TO PREVENT SETTLING AND BREAKING THE WATERMAIN.

ALL SANITARY SEWER SHALL BE TESTED FOR LEAKAGE AND DEFLECTION IN ACCORDANCE WITH SECTION 31-1.12 AND 31-1.13 OF THE STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS.

PLANS FOR THICKNESS).

19. THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF "APPROVED" ENGINEERING PLANS WITH THE LATEST REVISION DATE ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION.

CURB & GUTTER 2.

CONCRETE HEADWALL

35. PRIOR TO DEMOBILIZATION, ALL WORK SHALL BE CLEANED AND INSPECTED TO THE SATISFACTION OF THE AUTHORITY HAVING JURISDICTION. THE COST OF THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.

38. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALL CONSTRUCTION IN CONFORMANCE WITH ALL MUNICIPAL AND CLIENT REQUIREMENTS FOR USE IN PREPARING RECORD DRAWINGS.

CONTOUR

JOINT CAST OR DUCTILE IRON PIPE, PRESTRESSED

34. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

36. THE GENERAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO PROVIDE CABLE TV, PHONE, ELECTRIC, GAS AND IRRIGATION SERVICES. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SITE LAYOUTS FOR THESE UTILITIES AND SHALL COORDINATE AND PROVIDE CONDUIT CROSSINGS AS REQUIRED. THIS COORDINATION SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ANY CONFLICTS IN UTILITIES SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

710

30. FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS AND MANHOLES TO FINISHED GRADE ARE INCIDENTAL TO THEIR COST.

PROPERTY CORNER

ILLINOIS

b. ”STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS," LATEST EDITION.

29. PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH AND LOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES. AVOID RIDGES AND DEPRESSIONS.

CENTERLINE

BUFFALO GROVE

a. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS PREPARED BY IDOT, LATEST EDITION.

FENCE LINE

DRAWN BY:

EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS, ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY MADE A PART HEREOF:

28. WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORM SEWER OR WATERWAY, IS INTERRUPTED DUE TO CONSTRUCTION, THE DRAINAGE ROUTE SHALL BE REESTABLISHED TO ORIGINAL CONDITIONS BY THE END OF THE SAME WORK DAY. POSITIVE DRAINAGE MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

D. DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSI A21.51 (AWWA C151) WITH JOINTS CONFORMING TO ANSI 21-11 (AWWA C-111).

MV/TK

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS, TRAFFIC CONTROL DEVICES AND WARNING DEVICES TO INFORM AND PROTECT THE PUBLIC DURING ALL PHASES OF CONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH THE IDOT STANDARD SPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BE DONE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES."

27. BUTT JOINTS SHALL BE PROVIDED WHEREVER NEW PAVEMENT ABUTS EXISTING PAVEMENT. ALL BUTT JOINTS SHALL BE CONSTRUCTED BY MILLING AND SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE BITUMINOUS SURFACE COURSE.

C. HIGH DENSITY POLYETHYLENE PIPE, HDPE, CONFORMING TO ASTM D3350 WITH ELASTOMERIC JOINTS CONFORMING TO ASTM D3212.

THE CLOVE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR CONSTRUCTION ALONG OR ACROSS EXISTING STREETS OR HIGHWAYS. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING, SHORING AND OTHER REQUIRED PROTECTION OF ALL ROADWAYS BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETS OR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALL MAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THE OWNER OF THE ROADWAY.

26. BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON AS PERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURING AND UNDERCUTTING BY STORM WATER RUNOFF.

EASEMENT LINE

THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNING REGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLIC AGENCY PERMITS PRIOR TO STARTING WORK. THE CONTRACTOR, BY USING THESE PLANS FOR THEIR WORK, AGREE TO HOLD HARMLESS V3 COMPANIES LTD., THE MUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THE OWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIES FROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS, DAMAGES, AND THE COST OF DEFENSE ARISING OUT OF CONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE OWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES AND AGENTS.

LOT LINE (INTERIOR)

ALL APPLICABLE PROVISIONS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREIN INCORPORATED BY REFERENCE.

25. CAD FILES ARE AVAILABLE FOR CONSTRUCTION LAYOUT UPON REQUEST.

PROPERTY LINE (EXTERIOR)

B. POLYVINYL CHLORIDE PLASTIC SEWER PIPE (PVC) CONFORMING TO ASTM D3034 WITH ELASTOMERIC GASKETED JOINTS CONFORMING TO ASTM D3212.

ARC LENGTH BACK TO BACK OF CURB BACK OF CURB BUILDING BENCHMARK BOTTOM OF PIPE BUTTERFLY VALVE IN VALVE VAULT CURB AND GUTTER CATCH BASIN CENTERLINE CLOSED LID CLEAN OUT DUCTILE IRON PIPE DIAMETER DUCTILE IRON WATER MAIN DRAWING EAST OR ELECTRIC OR EDGE EXPANSION JOINT ELEVATION EDGE OF PAVEMENT EXISTING FRAME & CLOSED LID FRAME & GRATE FRAME & OPEN LID FLARED END SECTION FACE TO FACE OF CURB FINISHED FLOOR FINISHED GRADE FIRE HYDRANT FLOW LINE GAS LINE GATE VALVE IN VALVE BOX GATE VALVE IN VALVE VAULT HANDICAP HIGH DENSITY POLYETHYLENE PIPE HEADWALL HORIZONTAL HIGH POINT HIGH WATER LEVEL INVERT ELEVATION INLET LINEAL FEET LOW POINT OR LIGHT POLE LEFT MATCH EXISTING MANHOLE

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND FACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL AND STARTING WORK.

24. PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FOR ROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OF PROPOSED PAVING (ROADS, WALKS, DRIVES, ETC.) OR TOPSOIL AS INDICATED ON DRAWINGS.

THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANS ARE FINISH GRADE. A MINIMUM OF 6 INCHES OF TOPSOIL IS TO BE PLACED BEFORE FINISH GRADE ELEVATIONS ARE ACHIEVED, UNLESS OTHERWISE NOTED. AREAS IN DETENTION FACILITIES NOTED TO BE ESTABLISHED WITH NATIVE VEGETATION SHALL REQUIRE A MINIMUM OF 12 INCHES OF TOPSOIL. REFER TO PLANTING PLANS TO VERIFY TOPSOIL THICKNESS REQUIREMENTS.

RIGHT-OF-WAY LINE

A B-B B/C BLDG BM B/P BV/VV C&G CB CL CL CO DIP DIA DIWM DWG E EJ ELEV E/P EX. F & CL F&G F & OL FES F-F FF F/G FH F/L G GV/VB GV/VV HDCP HDPE HDW HOR HP HWL IE IN LF LP L ME MH

NO. DATE

ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES, STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE, THEIR LOCATIONS AND ELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICH ARE NOT PRESENTLY KNOWN.

DESCRIPTION

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

23. STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTED FROM DAMAGE AND IF DAMAGED, SHALL BE REPLACED PROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY OR IDOT STANDARD SPECIFICATIONS IN MATERIALS AND WORKMANSHIP.

PROPOSED

PROJECT MANAGER: NO.

COPIES OF THE SURVEY ARE AVAILABLE FROM THE SURVEYOR. SITE CONDITIONS MAY HAVE CHANGED SINCE THE SURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TO FAMILIARIZE THEMSELVES WITH THE CURRENT CONDITIONS.

22. ANY AREAS THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED IN CONFORMANCE WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND SHALL BE INCIDENTAL TO THE CONTRACT.

THE GRADING OPERATIONS ARE TO BE INSPECTED BY A THIRD PARTY SOILS ENGINEER. THE CONTRACTOR'S REPRESENTATIVE MUST BE NOTIFIED PRIOR TO ANY UNSUITABLE SOIL REMOVAL AND MUST APPROVE, IN WRITING, ANY REMEDIATION. BOTH THE CONTRACTOR AND SOILS ENGINEER MUST BE PRESENT DURING REMEDIATION.

EXISTING

ABBREVIATIONS

REVISIONS

21. ALL CURB RADII REFER TO BACK OF CURB.

LEGEND

ORIGINAL ISSUE DATE: APRIL 21, 2022

EARTHWORK 1.

V3 COMPANIES, LTD. 7325 JANES AVENUE WOODRIDGE, IL 60517

A. REINFORCED CONCRETE PIPE ( RCP) IN CONFORMANCE WITH IDOT STANDARD SPECIFICATIONS DETERMINATION FOR PIPE CLASS, AND CONFORMING TO ASTM C76. ALL STORM SEWER SHALL HAVE GASKETED JOINTS CONFORMING TO ASTM C-361, UNLESS OTHERWISE NOTED.

20360

EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAY AND HORIZONTAL CONTROL SHOWN ON THE DRAWINGS WERE OBTAINED FROM A SURVEY PREPARED BY:

SPECIFICATIONS

GENERAL NOTES, LEGEND AND ABBREVIATIONS

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AS DETAILED IN THE STORM WATER POLLUTION PREVENTION PLAN.

PROJECT NO.:

GENERAL NOTES

DRAWING NO.

C1.0 N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C1.0 Gal20360 S03.dwg 5/10/2022

.603

S09° 16

' 16"E

ILLINO

IS ROU

E E

62.38'

AD) RY RO ED (McHENRE DEDICAT . OFO .O.W HERET LE WIDTH R VARIAB

295.83'

' 29"E

TE 83

S09° 16

' 29"E S09° 16 138.23'

132.11' ' 17"W N07° 59

134.19'

.5 9 ' A =149

DESCRIPTION

NO. DATE

ILLINOIS

DRAWN BY:

MV/TK

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

PROJECT MANAGER: NO.

R=14

87.6

13' 04

S13°

"W 56' 32

159.8

29. 4

1' 215.7

N11°

#10435 INLET INLET RIM=680.40 RIM=678.87 IE 12" E,W=675.90 IE 12" W=675.77 #10244 . S.L 10701 . INLET B 4' AD 5' 3 47.2RO STM 3 RIM=678.92 2 R= OOK IE 48" N,S=673.91 #10564 IE 18" S,W=673.42 LOT 1 #23030 ' C 6 8 STM 31. AKE 18" FES 2 GRATE=675.56 WALGREEN'S BUFFALO GROVE = L A RIM=679.13 IE=672.58N80° 30 #10733 IE 24" RCP=671.46 RESUBDIVISION ' 23"W P.O.B. IE 24" NE=671.22 183.88 WVVR=2356.83' A=83.81' ' 24" S=671.75 PARCEL 3A #10291 IE RIM=678.09 CB=S66°41'02"W INLET IE 12" W=673.71 PYLON SIGN T/PIPE N-S=667.46 #10559 RIM=678.95 TEMPORARY CONSTRUCTION PARCEL 3A WATER FILLED #10544#10535 N01° 19' 44"E STM IE 18" N,E,W=672.55 EASEMENT PER 7487965 STORMWATER DETENTION INLET INLET 23.30' RIM=678.86 EASEMENT 2 10431 INLET RIM=680.39 IE 12" E=676.02

ORIGINAL ISSUE DATE: APRIL 21, 2022

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

ACCESS EASEM

ENT

125.00'

.L 35' B.S

427.88'

LOT 1 TOWN CENTER SUBDIVISION #10672

BUFFALO GROVE

155.91'

N01° 03' 14"W

RESUBDIVISION

REVISIONS

#5786 INLET RIM=684.24

WATERMAIN EASEMENT #8524 PER DOC. 2432943 STM RIM=688.36 #8543 IEINLET 24" E=682.86 IERIM=686.08 10" S=681.48 IEIE30" 10"W=676.73 N=682.08

THE CLOVE

' 16"E

#6128 INLET #5793 RIM=685.83 INLET IE 12" N=677.23 #6025 RIM=684.09 IE 30" E,W=676.33 INLET IE 12" N=676.71 PARCEL 2 IE 12" S=677.43 RIM=685.65 IE 30" LOT 1 E,SW=675.69 IE 10" SW=681.48 IE 10" NE=683.13

72.38'

#6843 STM RIM=686.09 #6196 IE 8" NE,W=682.54 INLET RIM=684.90 #6860 IE 12" N,S=680.40 STM #5749 RIM=686.06 STM IE 12" S=681.88 RIM=685.86 IE 6" NW=682.61 IE 12" N,S=680.42

EXISTING CONDITIONS PLAN

ENT

ACCESS EASEM

#6095 INLET RIM=684.91 IE 12" N,S=679.56

.L. 35' B.S

S09° 16

S04° 01' 06"E 67.10'

67.10' N04° 01' 06"W

#5948 INLET #6415 RIM=685.60 INLET #5773 #6897 IE 12" W=682.89 RIM=685.36 INLET SAN IE 10" SE=682.63 RIM=685.79 #6791 RIM=686.17 IE 12" E,S=681.54 #6320 WVV #6381 IE 8" N,S=667.82 INLET #6800 RIM=686.09 INLET IE 8" W=668.27 N89° 41' 29"E 453.55' RIM=685.21 INLET T/PIPE N-S=679.47 RIM=685.19 RIM=686.16 WATER FILLED IE 10" E,NW=682.29 PER DOC. 2737813 EASEMENT IBT12" IE S,W=681.14 N25° 58' 54"E IE 12" NW=682.19 62.13' 61. 76'

20360

EMEN E EAS 3676 N A L FIRE DOC. 417 PER

PROJECT NO.:

E E

#6773 WVV RIM=689.85 T/P N-S=682.40

24.46'

#7070 INLET #6943 RIM=685.07 STM IE 24" NE,SW=676.32 RIM=685.89 IE 10" E=679.42 IE 6" E=680.34 IE 12" S=680.24 IE 10" W=680.31

49.76'

151.30'

333.60'

S04° 43' 20"E

4"W N06° 35' 4

ENT ACCESS EASEM

FIRE LANE EASEMENT MODIFIED PER DOC 7002240 NO DIMENSIONAL DATA PROVIDED

28.51'

WATER

#6743 INLET RIM=685.40 IE 12" S,W=681.05

ENT ACCESS EASEM

426.01'

O AD GROVE ARTED

ORE DED HERETOF ' R.O.W. 100

BUFFALO

35' B.S.L.

N06° 34' 55"W 70.43'

#7103 SAN RIM=677.24 IE 8" NE,SW=667.24

EXCEPTION TO BLANKET EASEMENT

N06° 34' 55"W 43.45' N89° 44' 01"E 34.21'

6 67 3 17 .4

ET V C 8 O GR UNIT - DO #6739 LO 98 INLET A 9 FF 4/1 RIM=685.40 2 / BU 7 0 IE 12" N,E=681.50 C RE

BUILDING FOOTPRINT = 22,692 SQ. FT.

W. FACE OF SIGN 0.4' E.

N OW

MENT S EASE

PYLON SIGN

#9862 ' A=34.38' R=40.00' 61 INLET . 4 2 CB=S74°45'31"W RIM=683.80 2 #8892 IE 12" S=680.50"E PARCEL 2 STM 6 LOT 2 0' 6"W '1 #10005 0 RIM=685.29 8 . 0 #9114 0 '1 4 ° INLET 8 IE 15" N=681.45 0 0 INLET #9990 N5 RIM=683.60 50° PYLON SIGN RIM=684.94 S INLET NT IE 12"ESE=679.97 ' IE 10" NW=680.63 M 4 RIM=684.74 #9174 E 6" W=680.62 N88° 58' 54"E SIE 3.2 4 A 1 IE 12" NE,SE=679.79 #8878 ESTM 7.84' SS W IE 12" W=679.64 RIM=685.06 E " WVV 9 C '1 IE 12" NW=679.74 IE 12" NE,SE,SW=678.91 AC 9 RIM=687.52 1 9° T/PIPE 10" N-S=679.72 5 #9327 S WVV #9139 RIM=684.58 #9001 INLET #9358 T/PIPE N47° N-S=678.91 13' 38"W INLET RIM=685.49 INLET WATER FILLED #9372 35.42' RIM=685.44 IE 12" S,NW=680.21 #8993 MHRIM=684.02 PER ATLAS SAN IE 12" N=680.34 IE 12"INSW=679.76 SAN NOT FOUND FIELD RIM=683.92 #9407 IE 12" S=680.44 RIM=686.48 IE NE=667.72 INLET RIM=682.47 #6950 IE SE=679.73 IE SE,SW=667.52 IE 12" N=678.42 INLET IE W=678.28 IE SE=673.22 #9406 IE 12" E,S=678.05 #6707 IE SW=675.01 RIM=683.98 INLET IE 24" E,S=677.53 INLET RIM=682.40 #8845 RIM=684.46 TOWN PLACE TOWNHOMES IE 24" N,W=677.70 WVV IE S=682.45 IE 10" S=677.95 RIM=688.97 R TE LOT 2 T/PIPE 10" N-S=682.82 N NOT INCLUDED CE

ACCES

N. FACE OF SIGN 1.2' S.

A=68.52' R=1093.04' CB=S27°40'04"E

3 TE 8

785.34'

N2 4° 41 82. ' 02"E 00'

29"E

121.50'

61.25'

12.72' 61.36'

9.00' 16.03'

#4806 #5064 #4805 ' 58 7. 48 "E 54 ' INLET 58 WVV WVV #4932 N85° RIM=686.37 BUFFALO GROVE TOWN CENTER RIM=686.78 RIM=686.78 INLET IE 12" S=682.37 T/PIPE 12" N-S=682.28 UNIT 5 T/PIPE 12" E-W=682.09 RIM=683.95 #7256 #4814 T UNABLE TO OPEN ESS EASEMEN INLET WVV A=29.86' R=97.00' ACC#4783 PYLON SIGN #3852 RIM=684.88 #7255 CB=N42°11'34"E RIM=686.46 #22310 SAN INLET T/PIPE WVV 10" N-S=679.68 IE 12" SW=681.61 SAN RIM=686.80 S56° 37' 28"E 11.52' RIM=683.53 RIM=684.83 RIM=686.11 UNABLE TO OPEN #22245 IE 10" S=677.02 T/PIPE 10" N-S=679.50 #4135 IEINLET 8" N,S=669.11 #4162 A=22.80' R=150.00' INLET IE 6" E=669.11 EXCEPTION TO BLANKET 66. SAN #3345 CB=N29°02'17"E RIM=684.20 #3131 70.00' RIM=686.03 02' IE 9" E=676.76 EASEMENT PER DOC. 2737813 RIM=686.30 IE 10" E=680.63 STM INLET #22286 IE 12" SE,NW=680.33 #8782 UNABLE TO OPEN RIM=684.54RIM=683.54 #22283 #22227 GREASE TRAP #4130 #22284 #22285 STM UNABLE TO OPEN STM IE 12" N,SW=676.39 INLET #21827 RIM=685.59 INLET GREASE TRAP GREASE TRAP RIM=687.90 S06° 34' 55"E RIM=685.80 INLET RIM=685.99 RIM=686.02 RIM=685.57 IE 24" E=682.95 RIM=685.58 A=74.99' R=375.00' 70.00' IE 10" S=680.84 45.00' IE 18" E=673.75 RIM=684.25 N04° 01' 06"W IE 24" NE,SW=677.92 #21839 #3082 IE 24" SW=678.72 CB=N30°24'49"E N89° 44' 01"E IE 18" NW=674.07 IE 12" S=680.15 74.98' (74.97') IE 12" NW=678.37 SAN INLET 40.17' N24° 41' 02"E IE 12" NW=680.20 RIM=685.32 RIM=683.53 N53° 51' 25"W 12.00' #21840 S00° 15' 59"E 42.14' #21815 IE 8" N,E=679.07 IE 12" SW=678.79 INLET 8.00' INLET #4198 N38° 26' 06"E 30.95' RIM=684.41 #4012 N89° 44' 01"E RIM=684.46 INLET #3046 A=28.99' R=125.49' INLET IE 12" N,SW=679.44 14.60' IE 30" N=674.40 RIM=685.52 #22080 #21848 STM CB=N47°20'41"E RIM=685.37 S84° 33' 21"E IE 36" S=674.40 UNABLE TO OPEN INLET #21881 STM RIM=683.90 IE 24" N,W=674.57 29.55' #21510 RIM=685.56 SAN IE 48" N,S=673.13 S39° RIM=686.95 36' 19"E 11.10' IE 12" SE=675.57 N00° 15' 59"W IE 12" #22072 N=680.27 IE 10" INLET N=679.76 RIM=685.19 EXCEPTION TO 10.94' N52° 51' 30"E 13.76' INLET IE 10" S,W=680.27 IE 12" RIM=684.47 SE=679.81 8" N,SE,S=669.56 A=119.00' IER=425.00' #3993 BLANKET EASEMENT 10" NW=680.72 RIM=686.46 #21978 IE 12" IE SW=676.96 INLET 243.32' 01"E 44' N89° IE 10" N=682.05 WVV RIM=685.57 #2976 RIM=680.10 #21786A=22.04' R=77.00' IE 12" NE,NW=679.19 INLET PARCEL 1T/PIPE 10" E-W, 8" S=680.10 INLETCB=N82°04'08"W A=30.58' R=210.00' RIM=683.52 LOT 3 RIM=684.44 IE 24" E,W=674.52 N00° 15' 59"W #20092 ACCESS EASEMENT #21540 #20122 IE 18" E,W=677.37 65.00' 42.71' STM INLET STM IE 12" S=677.64 63.25' FOUND IRON PIPE RIM=685.01 S89° 44' 01"W RIM=683.91RIM=685.65 79.25' S89° 44' 01"W 50.00' #2926 0.09' S. & 0.51' E. IE 12" S=679.66 IE#21559 10" NE=680.43 IE 48" N,S=673.15 R INLET E 44' 01"W S89° 44' 01"W 215.41' S89° 44' 01"W 201.50' IE 10" S89° W=677.80 NT SAN15' 59"W RIM=683.45 E N00° S00° 15' 59"E C N00° 15' 59"W #20093 RIM=684.83 IE 10" N,S=678.40 #20406 12.00' 08 19.00' 19.00' WN 3 SAN IE 8" N,S=669.68 IE 12" W=678.40 9 INLET FOUND IRON PIPE TO 41 #21715 RIM=684.36 3 0.53' W. & 0.12' N E RIM=686.37 S00° 15' 59"E INLET UNABLE TO OPEN OV IT 6 OC. T/WATER=682.37 FOUND IRON PIPE R #2882 D 15.13' LOT 2 G S80° 43' 44"W N RIM=686.34 0.60' W. & 0.30' N. BOTTOM=678.37 U O 3 INLET L NOT INCLUDED 9 8.97' FOUND IRON PIPE T/WATER=682.24 #21764 NO VISIBLE OUTLET FA RIM=683.31 /19 0.08 S. & 0.63' E. F 1 BOTTOM=679.52 INLET S09° 16' 16"E IE 10" N=679.57 BU 0/2 1 NO VISIBLE OUTLET RIM=686.29 48.27' #21763 C T/WATER=682.19 RE SAN RIM=686.53 #21784 BOTTOM=679.29 #2840 ER IE 6" N,E,W,NW=679.28 SAN NO VISIBLE OUTLET INLET T RIM=687.36 EN RIM=683.38 C 8 IE 8" N,S=670.76 IE 10" S=679.70 WN 04 PEDESTRIAN ACCESS EASEMENT 1 O IE 8" SW=670.86 3 PER DOCUMENT 5593528 44 ET . V #20099 C 9 #2789 O RO IT STM INLET O G UN 9 - D RIM=684.96 #20102 L 9 RIM=683.35 19 FA / IE 12" W=676.86 GREASE TRAP F 6 #20101 IE 10" N=678.15 U /0 RIM=685.11 #3159 BIE 12" W=678.15 WVV 10 WATER STM RIM=684.96 EC #23131 R RIM=684.52 T/PIPE STM 8" E-W=679.86 UNABLE TO OPEN 5.14' RIM=684.94 #20567 #20478 #2743 #2746 IE 10" S=680.84 24" FES FES INLET 44"E WVV 80° 43' N #20241 IE=679.79 IE=679.58 RIM=683.43 "E 54 TEMPORARY CONSTRUCTION N85° 58' RIM=683.77 86.11' INLET IE 10" S=679.72 #20525 EASEMENT PER 7487965 0' .1 T/PIPE N-S=677.72 63 RIM=683.76 #20598#20526 STM WATER FILLED IE 10" S=680.21 RIM=685.94 INLET INLET #20267 IE 12"#20617 N,SW=678.74 #2042 RIM=685.64 RIM=685.62 INLET INLET IEIE 12" W=682.04 #20108 12" N=681.52 INLET 64.32' LOT 2 41"E 138.55' N89° 35' RIM=684.17 RIM=683.38 INLET IE 24" NE=679.27 RIM=686.37 BUFFALO GROVE TOWN CENTER 63.10' IE12" 10"NE=677.74 N=680.22 IE 10" N=678.08 RIM=684.81 IE 24" S=679.30 IE UNIT 7 "W 54 ' S85° 58 IE 10" SE=679.63 IE 10" N=679.61 IE 12" SE=675.85 #20249 NOT INCLUDED #20268 #7555 IE 10" S=678.13 IE 12" W=676.51 IE 12" W=675.97 INLET #11066SAN #20699 INLET IE#2049 12" W=678.08 #20111 RIM=684.06 STM RIM=684.43 RIM=684.99 SAN INLET SAN IE 10" N=679.31 RIM=686.11 IERIM=684.97 48"#20781 NE,W=672.68 IE 6" N=679.04 PYLON SIGN ACCESS EASEMENT RIM=683.42 RIM=684.44 IE 12" E,W=675.06 IE 6" N,E=681.21 IE 8" S=679.04 WVV IE 8" E=673.37 PER DOCUMENT 5593529 #20925 IE 10" N=679.59 IE 10" W=681.16 UNABLE TO OPEN IE 10" S=679.61 IE 3' 8"RIM=684.92 S=673.57 STM 117.2 S80° 43' 44"W T/PIPE 10" N-S=679.62 RIM=686.49 5.00' #7665 #2608 #7642 IE 48" NE,S=672.27 #2057 INLET STM INLET PARCEL 3 #23129 INLET #2680 RIM=684.89 RIM=685.16 RIM=684.90 LOT 1 THAT PART TAKEN PER CONDEMNATION CASE INLET RIM=683.36 EXCEPTION TO INLET IE 10" S=679.94 LOT 1 IE 10" NE,SE=680.42 IE 12" SW=681.30 RIM=684.88 #20799 RECORDED AS DOC. 7487965 IE 12" E=678.18 BLANKET EASEMENT RIM=684.89 IE 12" W=680.23 #7729 TURNBERRY SUBDIVISION#21048 #7752 WVV IE 10" S=679.98 IE 10" S=678.26 IE 10" NE=680.69 INLET INLET RIM=684.63 IE 15" W=678.19 IE 10" SE=680.54 INLET RIM=684.58 RIM=684.86 T/PIPE 10" N,S,W=679.23 IE 10" NW=680.52 43' 44"E RIM=685.54 #2070 IEN80° 12" N=679.07 IE 10" N=680.82 11.00' IE 24" N=679.64 INLET IE 12" E=677.34 #20824 IE 12" S=681.49 RIM=683.17 INLET IE 10" N=679.62 RIM=684.84 #2487 #20807 P.O.B. IE 10" N=679.49 SAN INLET EXCEPTION TO PARCEL 3 IE 12" W=676.66 #1666 #2085 RIM=684.33 RIM=683.99 SAN INLET IE 8" N,W=678.02 IE 12" E,W=675.49 RIM=683.85 RIM=683.19 #1249 IE 8" E,S=677.19 IE 10" S=679.45 INLET RIM=684.51 #8132 IE 12" E=675.79 #20880 T N E INLET M E IE 10" W=680.31 S A SS E INLET ACCE#2102 RIM=683.28 RIM=684.86 INLET #21123 IE 10" SW=680.65 #2369 IE 10" S=681.64 RIM=682.96 INLET STM IE 10" N=677.98 RIM=686.24 RIM=685.39 IE #2120 12" FIRE W=677.92 IE 12" N,S=681.94 3"E LANE EASEMENT INLET IE 00' 4NE=680.34 N82° 10" PER DOC. 4431048 IE8410" ' #2132 #1582 .71SW=680.07 #2131RIM=683.04 #2367 IE 10" E=678.14 #21243 WVV STM WVV INLET INLET RIM=683.82 93.88' RIM=683.92 RIM=683.93IE 10" S=678.34 RIM=684.20 IE 12" W=678.24 RIM=685.62 T/PIPE 10" N-S=676.62 LOT 2 IE 48" N,SE=671.88 T/PIPE 10" E-W=676.78 IE 10" E,W=679.80 IE 12" N=682.62 NOT INCLUDED #21220 IE 12" S=679.80 #21164 #2281 INLET #2308 #1136 N00° 34' 45"E INLET #2280 GREASE TRAP RIM=684.01 INLET#2282 INLET 23.72' RIM=684.52 GREASE TRAP RIM=685.23 IE 10" E=677.01 RIM=682.46 RIM=683.85SAN IE 10" W=681.06 #2279 RIM=685.21 TEMPORARY CONSTRUCTION IE 12" W=675.46 IE 12" N=679.75IE 12" N=680.92 RIM=685.23 GREASE TRAP EASEMENT PER 7487965 IE 6" RIM=685.26 E,S=679.58 #8068 P.O.C. #7597 #7602 #1050 WVV #1093 #8261 PARCEL 3A GREASE TRAP INLET SAN #8285 RIM=682.99 #21398 #8307 #21308 #8293 SAN RIM=684.95 INLET RIM=685.55 88.02' RIM=683.91 INLET A=19.17' R=1498.91' T/PIPE E-W=675.71 SAN INLET SAN INLET RIM=684.40 RIM=683.80 IE 10" S=677.30 1 IE 8" N,W=675.21 ' 40"W RIM=683.59 #1076 58 CB=S09°38'28"E ° H WATER FILLED 85 S RIM=684.52 #8360 RIM=684.07 T RIM=684.65 C #11015IE 12" W=681.89 IE E,W=677.62 IE 8" E=675.31 RIM=684.05 IE8" 48" SE,NW=671.31 LO BA SION IE 10" E,W=675.40 INLET IE 12" E,W=680.67 INLET INLET #1063 UNABLE TO OPEN IE 12" E,W=680.40 N #20392 I RIM=683.94 IE 8" S=675.40 R V RIM=682.72 INLET 2.59' RIM=684.04 FI BDI N21° 49' 45"W 48" FES 26' 20"W 20#21411 S86° IE 12" N,SE=681.14 IE 12 E,W=678.42 P.O.C. RIM=682.77 #10076 3' IE 12" NE=680.94 IE=671.43 INLET 59.8 SU 1 72.15' WATER IE 12" E=678.87 EXCEPTION TO PARCEL 3 SAN IE 12" W=680.90 #21344 RIM=684.14 "W 0 RIM=682.47 2 ' SAN #10756 IE 10" N=677.07 ° 39 IE 8" N,W=678.45 RIM=681.94 SAN S69 WATER IE 8" E=678.82 RIM=682.05 STORMWATER IE 8" W=678.85 IE 6" SE,W=676.25 DETENTION LOT 2 EASEMENT 2 WALGREEN'S BUFFALO GROVE PER DOC 4248745

BUFFALO GROVE TOWN CENTER UNIT 4

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID E TO HER RIABLE VA

#22403 STM N04° 01' 06"W 25.03' RIM=686.16 A=24.01' R=25.00'IE 30" NE,SW=675.10 CB=N23°29'45"E IE 12" SE=675.43

#8584 INLET RIM=687.94 IE 12" E=685.72

TE 83 S ROU

17.00'

#5187 SAN RIM=687.30 IE 8" N,SW=680.40

' S09° 16

S85° 58' 54"W

#22587 GREASE TRAP RIM=686.23 #22550 #22552 INLET INLET RIM=686.07 RIM=684.78 IE 12" N=679.23 IE 12" E,SW=676.38 IE 12" W=676.79

I ILLINO

E NT ACCESS EASEM

312.36'

16.97'

EXCEPTION TO BLANKET EASEMENT BUILDING FOOTPRINT = 22,692 SQ. FT. #270-314 McHENRY ROAD

N04° 01' 06"W

N49° 01' 06"W

#5340 INLET RIM=684.50 IE 10" N=677.75 IE 12" E=677.87 IE 10" S=678.00 IE#5016 8" NW=678.13 BUILDING CORNER INLET 12.71' N. RIM=684.54 IE 10" N=680.61

ACCESS EASEMENT

8 4..059 66883 7 4..394 66883 3 5 1 44..611 47.9.968.6798482..247065 8 4 6 . 4 6 5.08987468844.33 668846.6.136687844.6.9505 5 8. 68 804766.684 56. 6 .73 8 8 5 . 6 68 846 6 8 668 686 844..678164.73 68 0 . 8 5 58 6 4.6 79 5 68 .93 46..66088154.40.6.05689342145..3865.88942. 4 .846 76248.4.6651..6888484 8 6 84 4642.88.456 68804 6 6 323 8 .97 . 6 466.8.8730 49..6062 6.3 854.8 84 68 .79 6688484.42.40 1 668 5.0.9967 0 8 4 6 6..052 8 04 8 .12 68 4.65 9 5 566.08 66884 5.185 68 68 84.7 0 68 6 .1992 168 6 3 5. . 4. 2 6 6884 854.9 68 4.16 6688568845..321.566 1668 8 .48655..513 .86 6 9 . 5 8 4 6 5 6 4 . 4 8 783452. 265.87269588195.7 56.585668 6 ..619 . . 4 68 .79 . 5..737 4 66884 68.5608875.3 8 658.6768 64 4 66885 66884..6145 4..5180 8 8 6 8 8 . 7 6 4 4 3 5 5 8 4..0 5.4 6 66884.1266884 3.84 68 .52.8855.8 5.0 5..850 66884 6.843 4 5 5 68 246 66885 68 68 68 68 6 85 6 .1658.637818.6628. 58. 5.68 6 6 . 55 7 7 . 8 9 3 4 68 9 658.168 6863866865.2.175 7 7 .37 5.7 54 5.0 6 6.4 ..946798 4.3 68 1866.2826 51.14 .6188 70.97 3 844..408 .14 768 85.4 68 4 8 8 . 0 4 . 8 4 6 6 9 8 5 6 1 4 5 6 .18 4 .6831 6684.5 . 6 . 6..345 80 8 8 FOUND PK NAIL 4 8 5 6 6 6 6 86 1 8 6 844.4 68 4 3 52. 4 .04 8 68 6686 .96 8 6 8 3 6 . 5 7 4 6 0 . 0.35' NW. .97 8854..065041 668854..505.6.805858648.668846.86881484.5.897 5 8 5 .89 .06 4.1 658.35 66.34 66.886 4 .04 7 26 0 84 36 585 68 6.786 6817 5.284.0 .969 85. 060 668 688446..84444.6..8482744..8366688648844.8 .67 268 3 .0 7 68 668.40 9 88 668 .6489 6 68.26668658634846.908678854..0668 1 14 87.3 8776..1817 689 .40484 6 0 . . 4 6 6 8 8 2 6.3 7 7 . 6 8 3 . 3 368636 . .096 .2 668 3 6 8 57 5. 85. .608354..5 . 6 4 8 7 6 68 6 8 . 4 5 4 8 1 4 3887 87 .31 73.3857.1 168 65. 68 6 85 6.6684 4 3 . . 9 6 5 . 6 9 8 . 6 7 . 9 5 6 6.7487 5376.86 9 .23 6 863404 6 84 68 854. 68 6.61 8 68 06 4 ..6176868 88546.6.648985. 80 87 6 08276. 8.66 7.387 5.6 68 6 8446..5150 .0 .74 6.642 666.65 68 16768855 4.8 6648. 88 61 6 68186..569871568 6 467.35 84 4 8 8 6 6 . 0 2 6 7 6 . 6 . 8 . . 5 7 6 .7 8 8. 37 7. 8 4 8 68 4.6 66885 .788 7 .15666668884.6 68 7.12 68 68 688 6588 66888.7.86287.676 68 8855.28855..735 .47 .11 685 86588.50854.15.59.0.6605889041 75 6 . 8 6 4 5 2 6 9 6 8 6 681 8 4 8 6 .0766188 4..8 86. .7 686 4.8 5..72996 566..0429 8.72 688.006 68 3876.9 5 8 37.46 8 6688 844.9 542824.33 . 7 8 1 85 5.4805.0 4 4.98 . 1 7 9 6 6 2 7 5 6 6 9 8 1 6 . . . 8 . 6 6 . 6 5 . 8 . 8 668 5 76 8 .1 8 86 68 668 68 6 4.868 668 68844..5934..0560485438.68 854.6 26 68 68 688 668 .178.0.90068 .14..8474 68 6 3 668 .381 844.9 43.2558 6..063 .48 .21 68 6.1 06 8854.9 686568855 7..06168.08668871 58 44..832 .446.6082 66885 2 68 85 685 1 6 . 8 9 8 7 1 1 6 . 6 6 . 3 6 8 6 4 8 0 1 6 2 8 8 844.9 8 .7 0 4.9 855. 6.0 6885 68 6887.67838..84 5.5 19 4.5 6 .469 68 6..070 .147 4 685 68 5.368 668 .875 668.56 6 68 6 7.38767 68 . 66885 1 668865.7 16 68 4 660810 844..497 .83 4 8855.4 685 6.2 67. .02 86 77 5 8 0 6 8 . 3 . . 6 0 87. 1 6 1 . 8 6 6 68 7 5 5 . 8 4 5 5 5 0 . 9 8 6 6 688 8.2 6 835 6688549.844..498 44..400 68 68 .01 68866.0 65..28835.8 6 .00 6.7 5 8 6 8 0 3 . 6 4 8 8 8 8 6 8 2 6 1 6 0 9 6 5 8 8 6 6 66 6 6 6 6 465 6. 6..174 2 85. 68 .2698854..6 7.5 .758. 3 3 8 68 68 66885 6..0 5 6 .53 8 .6248 72678 8868 .32 .61 6..501 6 8.1 6.0 .1 66886 6.685 5..1654 84 84 .76183 1 6688636 .6188066..3 6 80 0 86.6668866. 1 68 .94 68 6837 6 6 6 7 5 4 8 . 1 5 7 9 6 8 7 7 6 3 .3 6.5111 9 68 0 5.4668 7. 6..2 5.6 6..945 68 .68 68 .87 68 66588233. 68 66886 6 8 3 6.1 0 8866. 3 968 0 66886 .758 . 68 685. 65.38 54..1666 7.52 7.4 66 ..066768868 4 83 3.9 4.184.4.554.09 686 8 5 8 7 7 8 688 2 6 8 8 0 6 . 8 1 6 6 6 9 8 6 4 . 2 6 6 6 8468 6 6686.2 6. 7 .5 6 .5 .6 46 7. 38 1 1 6 68 6.86969.7876..28836.69 686 66886 686 678 87. 5.7 44 8854..26 .89 5 .94 68 .99 .29 626 64.67 6 1 .39 68 6815. 8473 82 68823.8.94 88668.0 6688 68 .45 87 20248 8.788 8 . 6 0 6 6 6 . 8 5 6 5 3 . 2 0 . . 1 0 45.5 .134 682 . 0606. 0686688. 76..7 68 6 .688.96288 6 8 6 826 . 883 6 7 . 2 5 6 7 5 . 6 6 4 5 6 9 . 0 2 6 1 8 8 6 0 8 . 6 6 68 6 1 88 .8 6 83 688666.18 3. 68 66. .8856.68 .4854. 44 681 6.67 4.0 6 6.9 68 68 6 668 68 3..616 82 682. 3.12 683. 2.97 68685 6685 685 668 5 68 .27 6.768 5 1 668833.146 8 6.8 68 9 6.37 686 26 68 ..3705 6 0 8 . 3 2 2 8 . 6 . 8 3 7 9 6 3 .7 9 6.8 86 6 2 68 2 2 9 .50 668822 862066.5882.61 3.0 66886. 6 ..7912 2.9 5 68 4 8 6. 6.1 .0 5.685 0 83 68 26.066 888 4 6868668 6 3.4 2 682.682 68822..6502.69 8 .30 ..3964886668.876. 668888.7.96 6 3.4 8 6 0 6 2 8 6 5 8 9 668 82 .6288 668 68 2. 68 5..169 ..01 688 6 .97 683 68 8 2 66884 .08 3 6889 68 2.7 8 0 63 6 .24 .34 68 66885 2.7 84 688.266..84 2890.30 86 8 . 7 6 8 . 4 6 6 . 4 1 2 6 6 .795 6 6 83 3 6 6. 82 2 668 68 8.9 3 8.5 66885.6 6889.1 68 4..730 6885 6 66884 5..062 7 127 9637 1 3 .61736 852.5.0 8 6 6..619 5.966..1 5..836 .984454..6 656.78.42.0 66886 686688 8.6 66885 684 66688 6688566.888770.10 68 68 6 2 2 0 0 6.226 .11 .31 .5 9.3 8.8 66886.686 89689 68 68 0 6 7 4 5 85. 5.4 4 1 5..400 6 68 9 72 6..058 66885 6.6 66885 .218 5.67..28 68 8865.7 6866885 9 .076.3110 6 4 7 6 8 1 8.9 6867.07.1 8 5. 68 4 68 686886.0 8 9.0 6 . 2 4 9 9 8 6 1 .77 1 6.30 6.1 9.58468 6 5.9 85 5.9 686.368 66889. 68 6 68 68 4 7 9 5.4 .9305 7.70.0687.09 611 60 7 68668855. 6863187.70.FFE 7.07.0 65..172 ..606868 8 6 6868.10.03 8 66 66885 7 7 687.09 6868 .93 FFE 6 8 .9.3624 68 6..396 88565.8 25 66885 6668 0 95.909. .08196.89 68 4002 86.5 67.5002 . 0 3 . 6 6 . 8 9 6. 6 . 2 286 6 6 7 668825668866..507 5.9 668 6.4 2 6..380 66886 468 1 .94 0 6886.366885 4 . 0 6. 0.089 6 66886 69 6 62 4 .25724 7.0.1 4 .75 66..84086866..3 7 68678.770.212 HEIGHT 9.889 .0664088 46 668 1837BUILDING 5.8 868 . 66885 8 6.3836 85 .80 6 7 9 6 . 6..842 8 6 5..3849 8 2 6 9 9 6 . 28.3' 4 6 68 66886 687.14 .107.1 .04 165..2 68 68968 5.15 87 68 687 0 .73616866.886 .78 6..6169 16 68 6 . 8 7 .75 FFE 5 . . 7 6 7 1 6 6 BUILDING HEIGHT 68 6688 68 8 .15 28.989. 89 68 6688637 .472 87 8865.9 87.658 6 6 4 8 51 08 ..71 7 13 27..4892679..9.4906 6 . 6 6 7 0 32.1' . 7 . 6 6 6. . 6 8 68 5 6 78 687.09 0 82 68 73 6 9.7 9.89 89 6.7 6.6.71814 .36718 668 6688 7..2885 68 09 687.11 6.1 5. 6.88068 6 6 9174 68 616 9654..39 6 37 FFE ..5020 9468 868876.9 5 86847. 8 9 . . 7 8 0 8 68 68 8 6 9 . 2 6 7 5 8 8 . 6 8 . 6 0 2 6 6 . 6 6 . . 6 . 6 7 83 FFE 86 6.72.640 6 7 4688 68 6 281 .072 6.7 2 66886 68866.4 876..283 0 6876.8668.76.67.97 229876.7 8166.487668. 6 76.3 6 6..847 6..4896 68866.6 6887.0 6 8.66666.6 0 6686..8400 ..268180876..7668 866.6788466.624836..6299 7.0 6..8 686 6 5 6084 5..841 6 66886 66885 49 .06 6 76 664 66885 96 6.623666..828666 668 668 8866..17 9268 68666866..8479 688866..849 . 6 7 6 4 8 . 8 66885 . 4 4 5 6 8 4 8 . 1 8 6 6 6 6 9 6 2 1 . 8 1 1 6 5 . . 0 6 6. 7 6 6866..2 6..61 6886668 6 68866 866..6 6. 68 7 7.028.78 68 ..8369 22 66888669.3766 6 .19 6 668856..4151 6.9087.1 68678760877..30 58.865. ..2762 147 668 668864 6 02 6 86 6.0 8866 68668 6..1623855..73968 68 6.1 6 .9681 8 6 4 9 1 27.8399. 66588.765 26868 6 8 . 6 6 6 6 4 6 .0 95 8 88 96.38698. 96 66885 668 9 40 6.1 86 685.68 8 68 68866..1..3231 864 668866..3 0 4 7 6 8 8 6 . . 6 0 3 0 4 5 4 7 . 5 6 6 . 4 6 6 68866 866..3 0 0 .488 6..0 8866 .85 685. 618 6..498765.9 7.8 68 6 668 6.1 7 865.9 66886 66 00 85 9 66..06885 668 865..483887 5.57 68 6..496 68 4 .16 93 668 65..8 68 66885 686. 6 50886..506.65058624 866.246636088 6 4927 6..3971 7585.9466288 06 6 . . 0 . 6 . . 6 1 8 6 6 .18 .1 8 5 . 9 6 5 . . 3 4 8 5 6 6 0 66885 6688 8865..968588.965..9 89689 8855.1 68.6199 668866688666886668866..1..7222 68668.883666....1062 14 .484 6.638899 17 6.2 .26885 5.9 686. 8 6 6 6 3 2 3 6 . 6 6 8 6 8 0 6 5 2 7 8 6 6 6 . . 9 6 6868866.16 6 0 0 1 6 4 6 5 . 8 6 . 5 6 6 6 . 7 6 . . 6 886 6 .6 66888666..82 6 6..494 6.2 8650.8 .475..2167..1 885 162 5 8.6650.7 866.1 668866 66885 3 09 6.6608 2.131 66885 68 8666.81 .3818 866.80866668866 66 68865..7 68668866. .05691 6 .337 666.18 68 9.1 9. 68 866..722 2 6 0 60 8865.8 6..4917 6.00 668865. 6686.661876.23 79 6..76248 68 0668856 68856. 68 68 8 6 6 6 4 5 . 7 6 6 1 . 2 6 1 0 . .248.9 5 8 . . 6 5 2 8 . 76 8 6. .8206 .9302 6 ..2861 .85 8866. 668866 6688 6.3 8865..27 01 6.985968 88265.7 .8686188866.4.0 6 .44 668865 6 . 5 6 8 4 8 6 5 5 6 8 9 6 8 6 1 3 6 6 5 8 3 . 6.766 4 668 .220 8 .1 6 8 6 68 688 5. .841168.8269 6..166 6.1 6 5.8 .5 0 6.18866 47 68863 4.9 9 68 7 865.8 68 1855. 86 588.6.7518 .73 8 9 6.4 68 668.8576.78..1026866.6 666.898656.1 68 6.2 .50 6.1 668 85.9668 6 66 1 685 6 68 6.2 656286.0 6 68 8 2 6 8 0 2 2 9 0 7 8 6 2 8 3 3 6 0 3 . 7 6 8 8 6 6 6 6 .8 865..5 .2 65.7686 4. 5.4. 7 6..61 FOUND PK NAIL 66885 668 6868 4.6082 .96886 4 .8401 68 .68866886 865..39566886 6.14 FOUND PK NAIL 5.6968855.73 566..7282 68 685 8 8498 6167845 578.65 .10 0.40' NW. & 0.02' .58 1 8 . 9 5 6 0 . . 1 . 5 . 2 6 8 5 0 1 2 5 8 . 6 6 1 3 5 8 6. 6. 6. 0.37' W'LY. & 0.14' N87.857.2 385.7 68 6855.7.7204 962 9 9 4 668855.66 68 68 689 865.8 68 ..94096 6.5 68 68 68 .72 . 6.4 6 6 26.36 .5006 668 5..848 5 1 5.7 68 68 6688855.575.76.7588055..6 85 68 66885 67 8735.868 66885 .79 6 .83 6648866. .658 6 6 1 8 5 6 6 7 6 7 1 8 1 8 8 6 . 0 66 5..55 6 76..6 66..7.277 5 68 6888666..5.00 7668 682 6.6 ..8317 68 66.1885 6885865. 306 .32 68 668 .0654.53 856..3 00 00 90760885 09 6.6 68 6 6166688865..7 5.73 668855 086 3 1 825 686 .18966.08.1664. 86.15812.50.6. 165..8404 5 8 9. 3 4 68 2 6 4 . . 6 6 9 6 7 5 8 7 . 8 . 0 6 6 4 7 . 1 2 7 . .9867.988.768 . 56 76.83 688278825666887555 ..16 64 6 5 8 8 2 4 9 5 9 5 6 7 6 . 4 6 . . 8 6 6 . 5 8 9 8 8 8 6 5. 6 . 6 .30628186 6 6 .5662 6 6 6 68 6. 68 6676. 76..1 5..3 862 68 6.3 6 68 66885 6 .6 3 86 683 BUILDING HEIGHT 6 . .64 76..68168876885 66.6 68 6.1 66868.6.503826.566.696.70 66886 6.855 6877.66887 6 6 7 7217 1 7.1 68 65861 68.6658 8 . 6 5 8 8 . 6 6 8 . 8 32.7' 6 7 66..1 86.69 8.8 .83 6 5 1 6 666878166886 85 7 6 5 686 .70 6.84.116.51838 8 6 0 68.787.0 .89 92 7.2 6 2 . 8 6 . 8 2 6 . 8 2 7 3 6 2 9 6 .62 6 6 6. 6 .736 87 7. .4 6 686.69 0 5. 5..9 988.920990 .60 68 6 6 68 6 66688.168 727 0.24221 5.5 866. 68 66884 68 5.2 7.7868086.3695899 6286.85 6..496 .56 FFE .152 68 66866..73532 68 68866..2668866.0 68 6688766.868896. .00 7566885 685 665 68865.7 2935 88 .726 6 . 5 . 66887 87.26886.9 2 7 6 . 6 6 8 5 686.67 9 . 6 9 6 2 . 6 6 7.3.6320 6 5. 86 5. 884 68 5. .858 1 66886 66885 .67FFE 68 .2669 6 1 7 68 855.3 0 7.12 2 .6 6 7.5 2 5.1 2 4.4 68 0 87.1 687 86 .96 964688865.0.54 8 4 . 8 .841 9 6 3 5 . 66887.351 871.8 3 6 5 6 5 6 1 4 8 0 6 5 5 . .62 . 8 886.3 6 6 9 5 8 0 3 6 7. 6 . 4 . 6 6 . 1 9 7 8 6 1 8 7 8 41867.27.2 .683.46 8 4 ..6 6 . 2 5 6 6 6 8 6 66885 .90 07855..2 . 6 8 6 8 7 8 8 3 3 6 5 4 . 4 6 6 686.68 1 687.4641668.868768 5 6 308 6688 68 4.35 85 6.7 6 845..81 65..38668 4.3 41 4 4.8 8 .91 .91 6 98 84688524.5.90 5.7 68 FFE 74 686.70 668876.6.498678 .1.270.98 .57 68 8 6 .20 8 6888.8.37.44 6855..8676308984 5 . 3 8 . 5 6 7 8 . 9 4 4 6 6 . . 6 6 6 0 4 6 6 68 9 5 .4 68 687..487787 8088 68 85 68 .30 FFE 6885..876 7.3 6.068 6.6 6.68805.39618 85 668874667826687. 6 6 5 .21 .12 684 .49 .755.840 5.99 6 68 618 6866.50 68 6886.46.66548865. 7 6 5..5007 4 5 5 5 6 8 8 8 8 68 8 8 0 68 .56 6 684 6 6 6 . 6 7.87..6 686 66..093 6885 4 5. 5.8 .721 6.6 .94 7485 68 66887 .183 68 68 .566865.6468865..4956 6855..158 8866.2 8 85685. 6 2 0 6 0 8 6 . 4 6 1 686.73 2 2 6 . 8 8 3 2 8 5 6 8 .51 8 6 9 2 6 .2 6 8 8 6 25 .31 6688 .3103 688 5..620 85.5 85.8686. .80 68 6.57. 87 3 6246..386 5..61 FFE 88. 858 6 6 84 1667885 .45 8 68 68 .658076.287366.885 2 66885 5033 6 . . 2 STORY BRICK 6 3 7 6 8 1 6 . . 5 3 0 68 6 8.548 . .3 3 38 7 66 4 7 66885 1 4.6 8.1 68 668.62 686 68865.8 85.54..7362 7.061 2 BUILDING 66888. 603 4.6 68 6.0 68 6 687.1 6 66885 5 ..9540 .25 5.7 68 686.72 68 04 68 6 68 6 .59 7 . 8. 5 8 0 6 2 0 8 7 6 8 7 6 . 9 ..5 8 1 87 6 8 8 6 66888. 4 . . 3 5 6 6 6 4 FFE 5 7 5 5 4 ..9 6688 8 4 .0 368 6 6 .78 8 6 6 7 5 85 .3 1 838 68 7.093 1 2 668 85.5.1606 .48 8.0 8 2 8855. 86.8 .65 65. 2 ..3800 4.64 68 23 6.7 6 66881680.6.9 686 6.1 85.8 66 . 8 4 8 5 2 7 8 8 8 5 6 8 4 8 6 8 6 6 6 6 6 668 65.5.9 6 ..166036 68 76. 9 0 6688 4949 66886.558365..5 68 7 .07 .24 4 .70 6.2 6.3 6 5 86 86.05.85 5.6895..9500 77 668865. . 5 685668 47 84 . 0 68 7.6287 6 . 6 68 6 8 .15 5 5.8 8 8 0 5 40 .5 5. 8 56. 885 4 6 6 8 0 6 . 6 8 8 6 4 . 6 8 6 5 8 6 6 6 . .23 3 6 68 5..846 5.685 6.1 66886 685 68 88 .065 7 6.9 .93 3 8 2 663885 68 6 68 886768.5 9488 7..1600 876..170242 .50 6 .48 7447 .88 . 68 .18 . 4 6 9 4 7 5 7 . 4 . 6 6 3 9 6 6 6 7 7 99..2195.06488 1 8 8 5 8 7 . . 9 8 7 6. 6 8 876.7 6.6.0 6..2 6 8 886 668 . ..0 66..1 6 8 8 8 3 6 8 6 6 6 6 6 . 8 6 6 8 6 8 6 748 6 66886 6688 6 668 68687 6 68 68 6 68 68

MENT

.25

ACCESS EASE

.940

6 .5 7 8 5 5 6.0 68 66886 68 66888. RIM=686.06 3 .47 5..950 68 FFE 8 STM 85 65..495 668815 6 5 8 8.7 68 .5 6.883 8.0 5 4 IE 12" S=681.88 00 8 .72 6 685865..1606 3 6 6 3 8 . . . 6 RIM=685.86 6 2 8 8 . 4 4 5. 27 8 2 6 5 68 68 68 66884 65.5.9 66 ..166036 68 9 IE 6" NW=682.61 0 6688 49 8865536..5 IE 12" N,S=680.42 .30 6.2 7 8865.4.9 6686566. 885 7 #5786 4.7 6 6 8 5 7 8 5 8 8 . 6 0 6 66 .4050 58 .4 6 5. 5. 6.1 5 . 68 6. 68 INLET 6 68 .23 6 68 6886 685 68 0 688 8 76..055 93 8 88 .1600 7..1770 4 4 76 5 4 8 8 9 . . 7 . . 8 6 . . 9 .235 4 8. 4 7 6 4 7 5 7 8 4 6 . 6 RIM=684.24 88998.19.068 68 3990 866..501 866..619.789 .256698866 66886 6688 8876..27286.76..05670 867..728 68 68 22 . 6866866.34 4 6 8 . . 5 6 4 9 2 7 6 5 5 6 . 668 866.2 86 ..949 6 8 6 66886 .144 ..4391 6 40 1 6.7 86. 62 68 8 5..618 55..3 68855.54..9590 5.6636568885 66 668 6 68866 088 .216 7..2881 7 .6 7 6 6885 68 6..8 9 .492230" NE=675.20 ..0558 855..632 68855.4.0.3878 .046618835 6688 6.768 6686. .IE 6 66886 66886 3 76..5 68876.7 66886 885 445 .5069 6..6145 668 68 .76 66 6 68854. 685 55..61 466638865. 5.6266088865 8 6 9 9 8 8 . 5 6 6 . 9 6 6 9.0 5 9 6 . 8 8 2 8 6 6 6 69 99 6. 6 668 .1 60 668 68 68 48" 7 68 686.688666.4.64.242 IE .85 686. 86.9 ..6148 855..83368855..4 66885 6688 8865.5 S=674.60 3 2 6 1 4 6 5 2 . . . 6 2 4 5 6 9 8 8 5 8 8 1 6 . 8 8 5 .82 66 6 69 4 6 668 66 0 6. 68 5 6 865..051 68855.0 668844.#5399 68 2 8.5 31 .63.7366.212" 68 5.7 5.3 0 99 7..719 485868IE 68 6 98 668NW=679.94 4 6 68 68 9. 68 .56 8. 66887 7..9309 5.0 .83 ..86586397..6.30662876.60868865..27 85.5385.2 8 6 4 6 8 6 .876 6899.4268 6 6 7 7 8 INLET 3 6 8 . 68 2 8 66886668866.46817.1046 7 6 6 8 5 9 . 8 7 6 6 6 1 7..4 .83 66887 6 26.4 .3.36.2 84 5..721 1 66887 8 6.866886668 662885 5..6151 6 RIM=684.56 28444 877..945 87.4 68 6 656 5 . 8 7 5 5 8 7 3 686.77 6 7 8 6. 316 5..2 668 6688877..3 66 6.555 .4 6.2 68 IE0 10"1 S=680.76 .70 .72 8 FFE 66886. 6686668..64.42628865..9.854 66885 6 68 85 899.53 8 4 3. 6 5 9 6 0 089 5.2

8 0 6 0 5 2 .0 7. 68 686.85.8 85..658955..950 68 687.687 0 4 6 6 85668 .846 3 .655.8 .1 9 6 855.4 85 68686 .89 686. 8 8 6 8 6 7 6 3 4 2 .1 68 7. .7 .3 3 688 .507 6 8 686 686 83 9.6 8 66889.1 66888. 5 8.3 9 755 795 .46 68 88..73768888..3 68888..2 8 8 668 68 6 6 3 8..616 2 95 4 3 .959 668888..6122.6106 5.7 5. 33 .327.47.18455.4 68 68686. 88686886.6368 662888668888.90 6 6 0 1 8 . 6 8. 688 7. 8..519 68 68 6888 776 3 . 8 8887. 2 9 866 8..496 8..734 8 6 668 .5 6 8666.14875. .280 87..281 .6668287 66888 8 68 1 2 5..609 84.9 684. .904 887. 668 88 6 866688865. 6 34 686.75 8877.4 6658 58.455..832 66885 6 67 6 4 3 4 8 6 4 9 8 . 4 3 0 1 5 6 3 3 6 . 6 6 668 668.5588.3816 .1 9 .3 4 0 3 62..6866 8. 7. 8 7.6 FFE 7..947 6 68 887..075 68 6488 8..720588.587.688666.89856.6462583 866..61686.1686 68 668866.6886.66368.8.32886..169707 7 8 668847 47 48 876.51 .6143 2 668 3 3 ..39266888 6 6 6.6166.662..692.862.1 8..388 ..6271 668855. .3 87. 87. 687. 68686. 668 6 .375 8.9 7 9 2 8 5 2 . 3 7 2 6 7 6 . 8 5 . 66887 8 8 6 3 8 6 86 686 8 6 6 8899.2 68 6 1 . 28918 686.78 87.7 88.668 8 4 6 8 8 6 6 6 9 6 3 0 8 3 6 8 . 6 6 4 . 668 6 6 6 5 .6 6 7 .. 6 0 68 5.4 FFE 7..836 68 855.1 HEIGHT 4 6866886666.88506.68856..4 .98 310 6.6 44 3 6BUILDING 68 .299 6887 881 .6154 965 68 686686.68.639.6208865..833 5.36658 5.054.88 4.60 84.6 684 68 8887.7 212 9 ..72746 68877..49 .74 8 . 6 0 8 6 3 8 9 7 4 1 20.9' . 6 0 6 . 8 8 8 . 6 0 . 6 7 2 4 6 7 6 967 8 6 9 6 6 6. 6 46 6688 7.8 88 .97.1 269 04. 0.1 7.9 687. 68686.426608835 314 .707..468 688867..9 .65 68 6 5..620 88689 9.6 699.969 68 68 1 .363 87 6887939 668865 55..6102 684 ..0413 668.7658.4606. 8865..8 30 8876.9668 6 1668877..3 8..28680 888..051 6 68 68 25 90.1 7 2 8 6 . 6 . 8 2 8 8 8 .90 7 6 6 8 5. 8. 2 77..18674.98 6 6688 68686 6 690. 69 .18 668 686.988 66885 6 66887 406 5 57 4 7 6 6 . . . 3 5 4 1 7 6 6 8 9 . 5 . . 3 7 96.48 6 87 16 .42887.9 6 0 2 6 . 8 0 . 8 . 2 8 2 8 3 0 . 7 8 . 9 6 9 7 6 5 0 6 8 9 6 6 8. 8 8 50 63 .34 8 10 4. 68 6 .21 1 708.6.63210 5.9 68 4 6886..226 9 6460887 68 66 8 .284 36 68 5..1 .86 9 .86 .16 9 66887 6 4648887..6 68 9.8 90.32 0839 8 . 8. 68 .976 5.3 865.8 85. 5..72 66885 684 .99 8..629 8..73 9 36826 .267 ..734 85.5685 686 .7 68 .60699000.3 6390.6 96.28286. 886686888 0 8866.4 6 254 .464 668 76..278987. 6 68 84 0668 6 66885 .2..03898888.08..4084766.58866.4.69680855 6 66888 .67668886688 6 88 0 2 6 4 6 6 . 4 8 4 9 8 8 . 6 0 9 7 8 ..5 876..7 876. 2 0 8 8 8887 6 6876 6 85 8 6 8..6 2 6 8..507 6 . 1 STORY BRICK 7 5 . . 4 7 8 5 4 9 5 8 6 5 8 4 . . 1 2 7 4 .0 66 6 6 66.7 66888.45 6 66886 668 2668 .82 87. 069 66887 68 74 5 .91378 .734 3 ..6188668855. 68 9.2689.8 6 7 8 6 8 . 5 6 6 2 6 8 9 3 7 7 . 1 6 9 . 7 5 5 8 BUILDING 5 8 4 . 8 8 6 88. 0 89 8 .063 668 6. 6 7..49 7 68 6.1 9.7 89 688..65046 6868 6 .583 5.7 668 .50668887.48 6 68 63 68 .289 6886 .09 9.8 68 .57 6 855.0 88 . 0 68 8876.7 6 .90 .73 .91 968 85 ..61 76 84.6 456..2725 .26668 5.04 88 28877..72 7.51946 9 156 8581 .1 . . 6 8 6 6 6 8 4 7 6 0 6 6 6 1 8 2 4 6 8 8 5 7 6 . 5 8 67 .5 231 6 0 386896. 88866..38586678878. 5 68 8 8 9 86.7 8.9 8 8 6688 2 8 2 9 6 6 877.4 . 8 7 2 ..169 877..506 7 . 8 3 6 6 0 6 4 . 6 8 8 . 686.72 . 6 6 2 2 . 4 4 7 8 . 6 7 6 .7 1 0 7 6. 7 668 668 8 8 .5435 5..62 5. 85 6 8 68.87 7.8 .9320 4.7 668886.088 68 66889. 8.938689.689 68 65 .706 6..614 .365886 268 876. 66888 226688 2 FFE 7.373.4628866..256.678815 68 6 855.2 6 68 66886 687 6866..721 6687..2711 687..54 688.65866668877.8 8..87. 6888.8 7.6 .12 60 6 6686887. 6686685 8 0866888 .817 56 .23766308 8855..613 6698 747 6886 4 687 .64 8 8 9 6 1 68306 . 68 . 6 8 4 . 2 6 . 6 5. 9 6 9 6 7..274 6 .70 .0687 1 7 8. 6 8 7 .2 66886 86.9 8866..2 .507 3 168865. 68658855..2585 6 391 8 274 66885 7..37 68 68 68 6668878.785..51.6580 .807.8 5..7622 66 8 6 855.1 8855.0 .37 .166.18676868878.7..863 ..9 68854..9 668865 8..403 77..513 .180 66886 6.3 6 6 7 5 878.1 890876 8 8 0 6 6 2 4 6 3 8 0 8 6 7 7 7 8 66888 8 66 6 66 2 0668 668 .2 7 3 .3 6 1 ..3 787 8 76. 6 1 . 6 . 2 8 . 686.68 6 . 0 . 6 . 8 4 5 8 7 6 8 6 6 4 5 7 6 6 6 6 . 0 4 7 6 3 .8 6 8 7 75 67 7 6 0 1 3 668 6 8 3 7 6688 68 68 68 68 66886 866..9564.88866..848 5.254..9 FFE 7..628077.638678877.97.5..4944868687. .92 5.6 5. 6..941 66..7164 6.7 6. .305 .404 31 6 668 7..173 6 .396 1 68 688 . 668 68 668 6683857 668 688 68 66886 68 68 86 .28054.8855.5..62 4 6.88568866. 66886 668876. 79 6 12 .978197 .65.38267384 .46 7364 . 66..613 8 2 86 6685.96.6058266888555..4367385 666..1.506.6943782 . 1 6.6618 8 4 7 6 . . 7 8 9 4 7 . 6 5 8 0 . . 87 6 7.6986188..121 0 8 6 8 5 8 5 66 . 6 .593 8 6 26 8 7 8 6 86 .36 68 66885 .52 6.3 66885 0 .51 8 86.08 .1 0 6 66884 5..06914..9571 90 87 805 0 6.9 6.2 6.64 ..3822 66.88514.9 668855..3163 668 269876.190 6 8 4 6 . . 7 5 6 8 6 8 8 6 . . 6 4 6 4 8 6 8 5 6 1 1 4 9 8 8 8 5 8 9 8 4 5 6 6 8 7 3 7 . 2 0 .0 .0 6 38 .3 68687 6887..49618 7..2 68877. 6688 66884 .39 6 68342 7 6688 .605832565.6.71 6855..00 8865..68866.0622 AD 68 6.3 4 6 12 87 55..3 66888 68 877.4 4.2 .2 8.7 9. 90 689 688 86.76 7.9.886698 66887 6 ..8 .4 EC 66 68 .9 4 6 . 8 56 8 3 KER RO 7 6 5. 6688 68 688.45 6 66887 668 7CH . 7..618151 .20 OLD 68684 58 68 68 6 6 68 6688585656..728.98671818855.466 688.44 7..3897 3668877.754 6.0 686.00 86.0 68 668866688766.9.549 7.0 7 8158 5.7 8.3 93 8..6 .6.0588653 1 8 . 8 8 . . 0 5 6 8 . 8 0 8 6 . 9 4 2 7 6 . 9 0 6 68687 09 8 0 6 3 . 9 8 7 9 5 4 7 9 2 . 8 9 6 9 7 6 6 6 77 217 .7 6 . 876. ..3 ..5 ..4667668 668 4 4..991 68856..049 8 4 5 6 8 9 8 6 8 8 8 7 0 4 7 4 5 8 6 . 8 8 6 6 6 8 6 .87.98.77.8 98.1 3 6 5 5 4 6 6 7 8 8 5 6 8 66885 .918 88 748 86 66 6.8 026 6885 6 6 5.6 . . 668885.53..3 3 6 . 4 5 8 6 . 5 7 8 8 6 6 0 8 6 8 . 5 7 5 5 8 7 5 8 2 7 1 6 6 0 7 . . 6 6 . 4 3 1 . 877.77.1 6 6 7 67 0 6 5. 1 68 26 8 16 .94865 6688 6887.547.557.6632688 68876.88 68 494 885566.2885688755..55..3871 04 68 5.57 55..618 .3859 68 3 6688768877..1 6608877. 5.266885 855..71558..6144 .0661885..1684745..504 8 6 8 5..99618655..7785 ..4968 8 5 6 . . 6 3 8 8 1 9 2 3 0 8 8 1 8 1 . 9 6 5 6 0 . 8 8 6 6 ..242 1 85 0 275 8.0 88544..616089 65.0 766.68 1 0 91 4 6 887..5 6196 78.06 6 8 3 8 6 6 . 2 6 . 8 . 8 7 6 . 685 628 .7 8854 5 6 8 3 . 1 6 5 . 7 7 6 6 7 . 8 6 . 5 9 8 66 668 8.674.65.5 6 6 4. 4 8 7. 668 5 56 6 668 887..7 7.68882 68 66885 .40 68 68 4..846 0 78 6 66884 .89 5.2.05659.046 936 66886 5 8 49 1 1 5 68 5.1 1 64 5.968 6 668 361857..02.0284 5 668843 18 68 68.998 66884688546.586844..4 6 300 2 7.0 6..95 6.085 8 8.87.8 0. 2.0 2. 0.4 .568 45 88 78054..0781 4..6668944 68 59.346 4 41.4040 76 6 68 66886 ..3884854..2970 68854..888754..190 .617 .1 84. 8 8.056.8888271.6.6888686888878.7..0.839964 3 5 . 65. 856. 8 6868 69 69 69 . 1 5 4 6 69 688 8 5 4 4 4 0 8 4 . . . 8 8 8 0 8 6 6 4 . 4 5 2 . 9 5 3 8 1 2 9 6 8 6 6 6.0 .148854. .513 1 084 49855.8855 ..1 658. 65. 6..49 . 8 68868. 8 668 ..7 8 660898887. 6 .96 . 8 7 8 2 5 8 6 4 6 5 8 2 6 6 . 7 6 . 4 5 688668.085.698 6 6 8 2 6 4 3 9 2 2 5 5 6 9 8 8 8 88 4 66 66 6885 .501 68 386884 66416 5 45 8854. 4. 4.96 44. 886 6 7. 12 2 .6604 8 . 6 9 4 5 8 0 6 8 . 5 . . 8 6 . 6 8 6 8 6 8 6 4 . 8 6 0 3 5 1 . 6 6 6 8 5 6 6 1 2 5 . 9 3 6 8 5 68 5 6 866. 8 5 8 7 .7 688877.. 8 6888. 8..281 0 668856.5166.857 6868 58..36868184 66856.856.845. 5 6.1 8.7 0.2 2.0 .80 64 6.16.0 .928 294 7 66886484.1 668 .36 6 85.4 668 .5014 7..171 68 5 668876..2795 7.37 6 66887 6 067..2821 6 76..059 4.4 HEIGHT 2.6 68 685. 85 BUILDING 5466..828749 68 69 69 691 690. 88.6 68688 68844.6388.484.4.53 66886 3..709 0 85 6 . 8 8 6 6 6 6 6 8 . 2 6 8 6 6 8 8 8 6 . 8 2 6 8 6 6 6 8 0 3 5 3 8 6 9 2 8 5 0 3 5 3 2 6 8 6 6 6 68 6 6 1 . 8 668 6 0 6 6 5 .2 9 644.2 66887 .93689 49 858 6..4 .511 68 .40 66688876..7 .239 ..638830877. .7 .46888..05 887..280 7 5.6 854.8 8 4.6 4..4641..15 20.6' 4 735. .57 6 6 66885 1 6.68618 .1 8666881 8855.1 86 6.376..0547 9 66688.6.662.70 6 876.668876 6 .008286 688132 668 .226 66884 010 54..066 3 5.64 .506.6380984.9.9496088 6 6 8 8 54..1676856. 6885 7 6 68 646826.68667858. 44..729 6 8 8 6 6 . 8 . 6 6 . 8 8 .0 8 .8 668 7..057 107 5 .0 6 .3 76 8 68 68568855.456.6168284854..8 .36 6 6 7 6. 86268 .752 668 .5180 68689 668888 8.0166887 668855..5075663638856. 86 668866887666..8587 68 68686.53.964 684. 6 68 .466 8844.2 2 8664848.4.045.6 6.0 ..618 .728 6 8 4 5 8 6 8 3 5 6 0 3 8 6 6 1 . . 6 6 6 68.71 6 9 5 6 668085 855..9235 .53 6.1 8 .5004 9 .56 6 4.6 44..72 598 6684 4 4 ..7310 .49 68 9 0 9 92.04 3.6 7 86 .160 9 5..37668 668868844..1668 4.9 6854.56685 68 . 68 .03 4.68844 685 668 8876.6 76..15240694 8.7 9.5 1.4 1.91 4.2 ..2633 66884 39 6 68 0 85 5.7 7 4 88 8 9 6 8 68 66 7 0 7 0 6 8 4 . . 4 5 8 6 6 . 68 68 69 69 6 6 8 . 8 4 2 4 5 3 . 4 1 5 6 . 8 876. . .051 87.963 6 . 6 8 . 3 2 4 6 5 1 6 1 3 3 . 8 3 6 5 . . 0 8 . 6 7 8 6 6 4 . 0 8 1 9 . 5 8 8 . 6 668 .075 685.61 8876 0 889 6688.9650 5.6 5 5.56.5855 68 .66001 8865 1 368868 .328 4.4 68 6 4..508643..49136 1 8.0 FOUND IRON PIPE 68 55..96480855..2 91 66 66.5 8865.5 66 4 88544.7.916638 8876.4 34 6.186 44..8395.6368385 46688 12 5 88.38.9 8 8 7 4 FFE 4 8 . 6 4 . 6 6 . 5 8 8 8 . 4 9 8 6 6 8 8 6 6 . 6 6 6 6 . . 0 . 7 8 4 8 8 6 3 66 4 06 1 5 68 38 .9 3 0 8 86.00 .063 66 6 68 1 65.9 ..9421 668877. 66886 668867. AT CORNER 6883 .00 8.88 5.6 5.6 9 855..91353.2835.3266486248854.5.48..3863 5.468 5.6 6.5 6856 854.6 .575 6 0 88 867 3 6..04678 8866 .62683 668 8 9 68 68 . .6 8 68 0 68 866.5 668 84.8 6228 .50 61 6 47.87 8844.0 6887 867. 55.1..8376 66885 66 .61 13 4..6240 .02 4.10 55..923 966128 6.88866685685 668 2 6 1 88.58.5 9.50 . 8 4 6 6 6 . 8 9 8 8 6 1 . 6 6 . . 6 7 6 8 9 668 5..2855.0 6 6 68 ..8277 673 6.3 8.0 68 66885 844.1 66884 684 68 68668876. 68688. 6876 5 5 85 8 68 ..9441 66..6164 9593 5.10 5.385.2.660 ..5066668 .85 0 68 6.5 8 1 5.0 ...776966068 66 . 5 5 4 6 2 8 . 8 5 8 4 0 0 5 . 8 2 8 4 9 8 8 9 69 8 5 668 2 1 6 8 .3 6 6. 2 6 ..290 66688855 8 6.5 ..389 66884 68 68 68685 8.5 0 90184. 5..622 66 68 .537 68 8.6 12 80 1684 7.0 9 8 8854 .1668876 68 4 8.8 9 5.7 66885 .71375..9319 843.9 5..9215..06 686898. .90876.8877. 68 86.7 .968 66 54..3764 .24 68 3 7 687 6 76 6668 55.6885 8 .4168 2 66885 6688.5.397555..8182 8 8 .0 . 9 6 7 3 7 8 5 8 1 6 . 2 6 8 . 3 6 1 . 9 5 8 8 8 8 7 0 9 . 5 7 68 556688 668 6.06 5.28 9 3 0 6 . .509 . .83 65 55..1 6 6 6 4 8 8 6 . 685.63 9 . 6 5 . 5 5 8 9 0 8 2 4 8 4 1 8 . 8 6 6 5 8 5 5 . 8 6 5 5 6 8 1 6 4 8 6 4 6 3 7 .30 668 8 4 879 4 8. 668888.5 8. 9 .65 68 4.6 685 68 8.6 1 668 68844. 2 .44 76..37 68 685. 6 878 8855. 668 7 3.8 84.1 FFE 68 8.51 6.0 855. 68 7.97.9 6.74 .6 68 68 7.787 68 5..3795 6 6.5 86 6688 .699 4 .228 5 55..1 66 68 6 68 668 85.0 68689 608877.6787 68 6 6.680 8855.1855..829 8876.8 68 6 6505..837 66788 888 .626.3848484445..90..03844 3 . 8 6 6 6 8 3 6 6 5 8 2 2 6 8 7 8 4 5 8 4 2 0 4 6 5 6 4 6 . 4 2 5 3 . 1 2 . 6 8 8 8 5 . . 8 . 6 68 0 1 7 7 68 668 5..3855.1 6 8..61 8..628 8843.98843.8.4962 4.0 5 2 5. 8..508 5..387 85 6. 4.3 5..813 66885.3638626884 5..730 6 5..8312858.565..271 8..403 686887.72 7 66888 66888 .61 576885 668 8855..08175 66888 66884 6 68 86.4 685. 68 66885 67 . 688 66885 66888 .56603 66 668843. 68 6 8 7.9 6 85 685. 6 66885 6 668 2 .4.069 8085.0 8843.9 59.068.056785 54..382 6 . 6 9 6 . 6 8 6 8 . 68 5 5 6.4 6 8 8 6 5 91 6886814 .00 4 0 65.0385 4 .9.23106 668 87 42 7 5 4 4 8 4 8 6 7 8 5 7 8 . 3 1 1 9 . 7 . 6 . 5 6 1 1 1 2 6 . . 2 7 0 . 2 1 0 0 0 6 7 60 5. 2 .9 8 .16 0 5 . 5 4 4. 5 6 1 7. 6. .6.5 .92 84.3 685 .800 .0418 668855. 6..271 68 .52 4..6154..1 66885 .554.36085 688855..96086855.6.918855.266885658.8658.8055..669885 66884 68685. 68 68 6 7.3 .74487.8375 .26 6 5 .3 6 . 6885 6 60 688466884 683 6 06 8 6 43 .002 05 6885 685 68 88776.666857766.1827.72 6688566885 ..72666 2797 .32 32 6 9342 855..8360855.4. 7 57856.668648 685. 6 6 .8374 8887.5 6 . 5 . . 6 5 6 . 6 6 . . 8 . 5 5 . 5 6 6 2 7 8 3 6 3 1 5 . 9 8 5 .9 0 6 8 8 5 63 . 668 2 0876 7 8766.8.52 66884 6894 8844..1 5 .419 .2717 .632 5.4 ..382 7.6 6688855..6685 42 90768855..844 666888555.3.466 6 5.42 5..38366 8843.8 87.9687..77865676..8668657 3 .380 6 6 8855.1 595 .721 7.4 68 668865 96 6.26 7.22 .47 6668456.8855..2 666885 668 4 686688 ..2825668887. 938 5.652.759.654.40 5 6 8 1 2 0 . 6 6 0 6 . . . . 8 . 6 6 9 2 6 1 6 6 . 8 5 4 7 8 2 2 2 5 68 6 4 8 5 . 7 0 7 7 . . 2 7 1 6 . . 3 7 85 5. 8 5 .0 5 . 7 6688778..824 .6658877..4 768 668876 68 6 8 68 85.65.65.597 5.535.5 5.5785.5 685. 8 6865885 64688 685.56868658568 66 2 68 5.8 866..626 5.96 876..26066888.8880.26688766.78857.75 4..483 418 5.2 66885 6 5 66885 66885 5.0 6 3 4 8 6 68 4 7.1 . 68 .46485. 668 511 68 .2756 68 6688368843..8 6.089 .5 .858 5. 668 686 .986.887766.7887.78 87.8 68 68 68 6 68 68 6 68877..2 5 68 86.8 56.66.65885 ..0 3.8 .20 .59 3 5 85 .682 685 8585.545.9.2503 70 685 18 668865. .273 2 8 6 8 6 8 . 5 8 3 7 7 6 8 8 6 6 8 7 7 6 . 6 1 6 685.67 6 1 8 5 8 4 5 9 6 6 . 8 8 8 1 5 2 6 1 778 865.37 .3 4 . 0 4 7 .4 .63 9 3. 6 5 68 687 3 .9 77..1 8 5 6 6 . 8 . 6 . 5 5 6 6 6 8 77..5 2 668 5 6 8 3 8 . 0 3 6 8 8 2 4 5 . 6 6 6 . 9 0 6 8 8 6 8 . 8 8 6 8 8 6 5 7 5 8 668 855.2 6658.468865. 7 668 7.9 6 0 6. 92 856..164 8780.05 88.1 68 76.8970668 532 FFE 1 4.6 3 3 ..3969184 6 0 6.7 58 5.35.5 5.9 3 68 68 71 6..1608 6 68 68 68 6 . 68 7.9 .80 8 68837 6 3.7 68 685. 68 68 68 855..516 84.8 68 4..488 .597 668 8..560 5.5 .488854 68 68 8 648877..1 6866.7. 06..7322 68 68 687 8.23 .81 6 66883 .484968 8855.0 ..3 5.9 685.59 68 .3747 66885 668 68 685 66 00 3 7 6 5 5 6 6 8 6 8 6 . 8 . 5 6 1 . 5 1 8 4 6 6 . 7 6 . 9 8 . 7 6 6 7 68 687 7. 8 7 668 83 7 .2 4 6 68..5167.9686886 5. 7 FFE .128 .0494 4..496 668 66887 7..7480 66886877.7.366688 6868787.7.734 77..3000 68 88666865.5 688565.3..8256 865..282 .0827.88 8865.4668865. 5 6.83 1066883 6 8 6 668 6688 5 8 668 1 4 2 4 6 2 6 9 2 . 66887 .40 6 . 8 . . 8 0 6 6 3 9 9 9 6 0 6 0 6886 0 . 6 .29 1 4 6 .9 5 5 5 6..4 6 6 .489 5..60 855..72 3 6..053 4.1 1 8 8 .129 48854.06 5..902 68 6..727 6.8 68855.168 68 66885 5 668 5 66.80826 66885 65..0525 68 68 0 .08 0 865.53.3668565.004 84 .502 68843. 6 8.2 6.6 88.4 6886 3 68 6 866 85.9686 9.8 68 68 6 11 76.44 6 65..155 668688566.6.2828455.4.12369 68844.0 6 6688 .0562 7.7 12 .96 .3 0 . 6 4 0 8 2 8 9 5 8 5 7 8 8 8 6 6 6 8 8 6 6 . 8 6 . . 6 686886. 87 . 856 ..390 30 9 65. 0 4. 84 2 1 1 5 . . . 6 5 . 5 68 6 4 9 8 68 686..4097 866..01 86.2 3 9 . 8 5 7 5 5 5 8 8 9 5 8 . 8 4 8 .42 4. 6 668 8 668 6 5 690 678 .732 .69652 .3960 68 5.6 65. 56.64884 .509 6883 88 66886 685.54 68 7.6 8855.3668855. 68 68 68 6 5.6 .17 668865. 8843.9 65 58.136 .60 68 6 .43 8 6 .3841 3 6 68 3 2 3 6 5 6 . 6 8 4 7 7 6 0 5 2 4 8 FFE . 8 866.0 6.1 8 . 8 6 6 0 9 5 2 6 . . 6 5 6 6 . 4 8 3 68866.9.8 0 . 3 4 1 5 9 . 6 8.3 3 . 4 4 7 6 3 0 30855. 68 8 462883 0 8 68 668 .23 7 66886 .1086538 4.9 685 6.2 6.2 68 06 .0 6..380 400 3.6 4.5 4.55. 668 .615..394 4. 6 4.0 3.7 6888.2 .93 5FOUND 68 68 68 0 687 4 6.5 .79 .01 686. 685 668810568865..9 68 .6..93186736 IRON PIPE 648.658 68 6 8556.648844 68 68 68 6 83 68 3 86 687 9 6 3 6 1 6 6.9 1 .9 6 . 4 8 6 1 9 9 0 4 8 8 6 6 8 . 2 . 2 3 6 . . 4 4 6 6.5 68 6 6 .5 7 6 0 8 .3 ..494 865..388 .9 .242 4..9 3 69 68 0.09' 86 66885 6..280 75.3 337 6 9 65W. 6.648826168867. 66888 5.0 4.8 6883 4..49683. .4683 668 7 65..2734 608568865.7 66885 68 4 5.638 5..7 7.7 96 6..3866888 061 68 68 6 3 8865.9.5021 688666..949245 .8344 ..406706.6488263 6 68 66884 .48 6 68 66885 .02 .3 6688 865..159 6 3 ..951 68865..6 0 .90685. 7 1 4 5 6 . . 4 7 4 . 5 8 8 5 6 6 4 8 6 4 4 . . 3 . 22 4336886 ..49 . 4 6 8 8 8 4 6 6 8 4 8 7 9 5 8 7 4 4 1 5 6 4 6 8 5 0 8 6 6 6 6 6 8 . 66885 .67 6 4 2 . 8 4 . 6 5 6 1 1 0 8 8 8 3 8 . 68 66 5 1 5 8 6 .2 5 6 6 6 865..8865..9 6 638844.3 6 5..0 4. 5..6 5..5 4.3 5 2 6 668867 3 68 68 6 7 68865.7 3.9 66885 12 66884 668684 668 668 7 68 68 .68 9 .3802 4.4664859 4..386 68 4 1 .825 6 6..718 8.3 68 685.56 88 8855.3 4.3 5. .99 7 53.5.64684854. 6868843..9 6638873 4.3 4.6 68 66886 76.2 63 656.6.0878506 8 6 8 8 9 8 1 8 8 0 8 8 8 5 6 . . 6 . 6 1 5 1 4 888.96 508.640 5 6 50 63 5 3 6 3 61 .7.27608 .067.0 668 6 84..323 . 7 2 . . 5 5 8 6 . FFE 6 6 2 . . 5 8 8 2 6 6 6 6 5 8 8 1 7 . 8 6 . 8 3 5 7 5 9 1 6 0 668 6 88 7 6 844..237 .2759 8 66886 6..50868..616 68 8646528.8567.88343.33 0 6. 7..16 6 66885 855..11855..109 844..765 6 4..622 68844..782844..62844..411 4..3324..51 4..512 9 68 6 68 6.6388234 843. 1 68066886 5.5 6684 668 4.8 66884 6688466884 66884 668 7. 74. 7 .033 7.8 6688666886 5 6 .6067 5668 6.6 68 5.2 68 .6 59 3 8854.6 68 .62 6.3 0 68 6 .658776.581.54 88436.8 626685 5 .8 3 8 68 5 0 2 6 3 8 8 6 6 . . 8 2 7 2 6 8 3 . . 0 6 0 6 7 6 8 6 6 4 6 86 6 6 4..7 .6 6 7.7 9687 .70 8776. 98 6786.882774 3 6.0 686 6 .8497 1 5.5 7.8 7.0 6.2385 .7 5 68 15 8.1 5.4 6 6 65..0538 5.1 88 9 92 68 7147.99' 4.5 68 68 67.42' 68 0 5.49 .3836 .3669883 .84 .54 6. 6 68.95 871061186.0561.8 4 .7 87 687. 8868 8.874.7.6 48 68 5.3 5..683681085 85.00686. 68 68 68 3.6 683. 6648786866..944 8650 668678. 7..1668878678.0.374.26 6.68 68 5. .2 ..54406 6 6 .28 .12 02 04 7.2827.325 6.98 .0846.90 6688 4..2763 68 6 7. 867 68 .5897. 6 6688 6389854. 684 683 83 8 . 5 6 8 68 8 3 9 6 0 2 9 . . 6 5 5 8 9 5 6 . 4 0 0 8 7 . 8 8 6 8 7 6 6 6 . 8 2 8 7 3 7 5 8 6 . . 7 4 6 5 3 4 8 76 . 7 7 6. 25 66..2755..246 .6 6 0 94..627 68 856.85 6 2 88.9.26658 68 678.4 .58 6 68 687.368787.6187.6087.96787.0868 76.287 6 68 687 68.6366.04886..4011 66886 6 4 6 .7410.536828 6687. 68 3 .62 6 4..373 526.62884 8 668865..5848 73686 0 2 7..49608689. 6 .9648 871 68 7. 7. .40 8..062 68876.28 68 686 687 68 6566883 43..3764683 66881666.0886 56.89 844..519 86 9 8676.857. 7.8 .566 885 .6085 0 76..165 66868.683 6 86 5.127 66887 2 .6368287668817 3 4 8 7 8 6 6 3 6 8 6 8 9 . 2 7 1 4 5 3 8 8 4 6 6 9 6 6 6 . 8 2 68 . 8 8888.3 4 66 7 66 6..71 6..4 6 3 1 .7 1 7 ..8 8436. 8 2 9 9 6 8 7 8 4 4 6 8 2 9 6 5 . 3 1 1 6 2 1 . 4 2 8 . 9 . 6 . 8 5 6 . 4 0 4 . . . 6 . . 9 . 6 . 9 . 6 . 5 6 . 8 . 6 8 3 8 5 6 6 6 . 6 6 7 6 4 6 7. 7. 1 48 6 4 7 6 7. 7 7 7 1 85 6 1 6 668804 6648.3 684.67 684 685 5.5 66888676..3926 668686.6.99685638.6.764.0.526 .11 6.05 66.066988866.36687..040786.5843.768 6 6836.285 68 68 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68 668 68 86.38876.186 5.1 9 .76 8843..876 546 .38 6.4686. 9 53 8 8 4 6 6 668 68 .668 0 . 9 4 7 8 . 6 6 3 6 6 8 2 2 6 5 2 . 8 8 6 3 8 8 3 7 6 9 8 02 0 3 6 6658 77..50 7 5..7 .2 8 1 5. 8. 8 68 68 10 4.6 68 3.3.11 .0 86. .8.9.6 4..830 68 68 6 5.3264884 84 6 68 1 7..5976688 68 685. 1 66884 686 866.4868662866836 66884 685.65 66828454. 6 249 6 8.759 .974 66886 ..377 6 3.55 8 9 9 6.6 9 4 6 . . . 8 . 2 . 4 4 8 3 8 . 6 8 8 3 8 . 6 8 . 7 6 7 8 8865 8 5 FFE 6 6 8 . 76 68686 91 13 607 77..268 689 66887. .48608 843. 5.5668 668 2 9 5 0 0 .841 7..0 6688.22 6 . . 6 668843. 668 68 6.7 .96 6.4 86.5 86.7 88677..606 66887 687 8.8668.8974 2 65..22 .0.6238.35 5 6 6 68 0 6 8 1 7 8 6 68 6 6 . 8 8 6 8 1 36 6 8 5 6 5 6 3.4 .00 .7103 665..4 6 7..873 .51 6868 66887 668 68 7 .333 2 29 68 68 84 66887 687 6..82 .6648566. 88 4 7111 668877. 854..166084. 4..4809668843.8 6 . . 2 5 1 . 3 6 8 7 . 9 3 568 6 7..8 668 2 8 1 68 66883 5 66887 .6087 0 .56 68 6 0 666887866.7.47.04 867..833 6866.7 2 9.4.86 9 85 .45 6.8 7 7. 6 46 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54..17484.24..3980 68843..7 68833.7 BUILDING 085 96.87 9.8 60.0 5939 . 0 6 6 8 5 2 0 0 . . 7 6 . 8 4 . 6 8 1 6 6 2 67 67 796.78 3 6 6 6688 5 .86 85 5.4668 .6 886 4 7 7 7..540 . 8 6 5 6 . 3 4 . 6 6 6 33 00 99,958 SQ. FT. 66887 68 6 6 68 68 ..5808777..612 648.6.27872 7 8 9.688 7 7 8 7 3 5 3 6 8 3 6 7 8 6 .2 2 ..12 7668769 .08 7.287. #108-228 66885 4..278 668 685.64 865.648865 .49 2 .82 32 6.4 6. 87 688 6 4..730 6883 .66668 6 83 85 68 68 6 .87 1 5.3 6 60 2757 6 8843..27 FFE MCHENRY ROAD 6 6 . . 9 85 8 1 4 . .9898899 .4 4 7..616 5 9 6 6 6 . 8 4 9 5 5 68 66887 .6174668877.64688. 687.38587.0 3.5 83 .6265..1548165..126.76486814.869 4.36383.8 83.5 .4822.36 8 1 6 5 . 6 0 7 6 8 8 77.26 8 668 668 855.608 .8 698 6 6 .68 6 .7 618 6887 685.61 8 . 8 8 6 9 . 9 7 1 0 6 7 6 87 6 5 0 4. 5. 0 67 698 668855.61.58832454..283 FFE 68 0 4..388 3 .7 6.3 668 68 6.805 18 7.0 4 25 4 .2 8 6685.6368 6883 4..386283 3.73 68 .32 6.3 5 68 31 867.9.49 461387.8887..0562899.02 .8950 85..12 4.3 85 8 8 68 61844..943 ..3868966883 68 6 1 4 8 6 . 6 6 4 6 6 6 8 8 6 . . 5 4 7 . 668 876.9 6 6 .68 1 5 6 5 5 66883 68 66886 85 6 4.7 5 68 668 334 5.6 5.6 9.9 5 1 68 318 68 68 3.8 22 .52 6 67 7..8 .667855..5489454..376 4.41.494468843..8 .68830. 6853.3.928 68 66886 5 9 87 8 8 . 8 8 6 8 6 3 4 6 . 8 . 3 6 6 3 67 6 6 8 . 66 3 052 6 68 5 8 6 8 8 6 8 66 6..8347..5 6 .90 3 0 77 418 86 66886 66886 8 9 .7 81 68843..8 087.2 2 9.647.10864 4 6 6798.0.45 .02 4 3 8 8 . . 2 67.999 . 9 8 5 6 0 . 2 . . 4 6 6 96 .4 0 3 1 3 6 8..5 68 66887 .90 .84 0 5.6 66883 ..5904 3.54 68 7 6076.288608180.165...47752 6 68 685. 688 5.1 66887 668822.4.404.86.7791 .7657.499 4 68 3 0 .25 4.6 68 68 6 668.11687029..787 ..403 866..832.1721 84 5873.7 77 64687834.0268 .70 68 . 6 2 2 6 3 8 3 2 6868680681680 8 6 3 . 3 8 . 9 . 4 5 6 7 7 0 2 . 7 8 7 . 5. .6 8 6 . 8 683 2 68 36083 .034 68 6 .4 4.5.21 4. ..5014 8 .5030 865.5985 85 6 4 6 66886 7..4965 .389..0528 5.585 .638884 684 6 68 5.1 .86506884 6 6 .96 4..8518 7 7 580755. 668858555..5048 6. 6 .606718 55..5 6 865..495 6 .66 685.566585 6 68 85160 6 63668688444..953 688544.6.69108 9366886 678 6688 43..495465083 68.5024 66..849686..3896 668 ..496 687.40 62.1 685501 8865. 6688 8 6 8 8 6 8 8 6 6 . 6 . . . 6 8 65 68866..3 6 877..506 5 . 6 8 6 0 6 4 4 . 6855. .00 0 .435 668 885 668 9 4 5 4 ..508866..0 6 8 6 6 . 8 8 0 4 7 6 3 . 7 8 8 8 6 6 8 5 8 3 6 6 6 8 . 5 6 5 66885 .285.4 5..62 6 5 6 6 6 6 865. 66886 668 4..49 668 85 6 66883 99 6 6856685 966885 .96.9166885 668 .9.063.0612 5.5 8 66886 9 .458 6 25 4 4 63 02 5..051648854..27 6658.000 685.4 686585 668855..4861268856668865. 68 66..651264 6.6.05..542954 .812686.6 88656..9.4948.465 . 3 7..735 .2 24 .980 .7 .43 6 8 4 . 5 6 8 4 8 8 7 5 3 . . 6 6 4 9 7 4 . 0 5 6886 . . 6688.171 686.998996. 8866.8 686 70 68 5 .8 68 66884 6 6888555..5825..197.628 6688658865. 68 6.88812 6..168 66688666. ..49303669888 86854.8684843..492 66883 7 88 6 . 686.15 7 6 8 9 6 8 7 9 3 6 6 5 . 6 6 2 4 . 68 8 6 668 66 . 5 6688586566.8 6 .3 8 .0 .97 6 68 9 85 5.5 85 85 5.8 0 FFE 668 8856. 6..50586 5.585 341 5.9 5. .0650 68 6 6 .56 59 .942 1 68 72 .11 66886 6 68 6 85.62 .9456 ..1607 7..4979 3 68 68 04 4..3868 68843..8 90 5.68 ..05265688454. 7 5 65.1 8843..2668188448.554..0.506068844. .76285 6 5 4 . 6 6 0 8 . 1 5 8 6 8 . 9 6 6 8 3 7 . 1 8 2 6. 8 668 6 .3 668 5.5 6884 .056 FOUND DISK 686.11 68 5.64684.9 66688854.5 68 .659 854. 8 6883 .3873 68 FOUND IRON PIPE0 2 6..5022 6 668866688..5606..60..61650 66885 6 66886 9 3 .826 668854. 4.57 .8306 6 6 85 .4664185.0 2 6 4 . 2 61 68 6 FFE 8 55. 5.8 ..0663 3.5683 68 6 6688554.3669885..1449 6688383.8683. 58.7657.8.16606.28816606 688656..0.9320666988766 40 0.10' E. & 0.14 N. 6 8 7 8 0.54' N. & 0.04'686E. 4 8 6 6 2 . 8 6 . 8 6 . 5 8 9 . 5 6 6 6. 668 .5 8 85 5.36.58554. 1 8 .5031 5. 88 8 6 96 .0 6688 .599854745..62 838 7 5..168 96 6 66885 .20 66886 6..494 685.76 66.606.1886 6 .6 6 . 2 6.0 .02 .84 4 77..1668989. .63 .65 6 68685668 352 68834 5..172 5.6 1 66885 68 6868 6 66885 68 668866. 68686 684 85 685 43..49037483.66 ..8 308668.856 6 6 86 6 5..8394 54..605696884 802.93 68 44..837 6 8 5 8 6 8 0 8 . 8 9 . 8 4 . 5 6 1 8 . 8 8 6 0 . 8 4 8 6 6 6 4. 6 66 5 7 668 6 7 6. 686. 5.6 .7 39 66 4 6886 3 5.6 6868856.898455..846 4..508 66883 1 68 68685 1 2 .595.4 805. 68 .314 6 6..826 .24 777 9.8 5 .6 6 .39 66884BUILDING HEIGHT 9 7 .2880 .6154 6.9755 668 8 2 .45 8 868665.7 4.5 66.08556.5815.508556..212 66886 68668866..2 770 6585 .6 84616.4 86 685.58 . 5 6 3 5 6 8 . 5 . 8 4 . . 6 . 0 5 1 5 1 6 4 5 . 8 8 4 6 4 6 6 68 68 6068 5 .854.6688 686885 5 68 858155 6 1 9.2629 866. 0 ..6292 68866..3689. 68.64786666. 8 6 6 9 8 0 9 2 6 4 8 . 4 8 9 . 8 9 . 5 2 17.3' 4 2 6 4 4 9 6 . . 1 6 0 3 . 6 8 6 6 4 . 5 . 6 1 6 6 . 5.6 5.66 9 6 FFE 0 6 668 55..2 .9 2.8386 4..0 668843 683 68 6.6.56.4 0 66885 8.6648615..8635895668865 0 87.0.15366886 7 68 5..056 66884466.88444. 68844.5 66884 686365.8.454 .342 6688 68668.66678.969 5..269 . 1 26 6.3 .98 5.4 .229 66884 66884 8855.466888595 56.884654..5 27 72 9438 .6638884756885855.5.256..5506 68 7018 686 68 .12 286 965..4934 4 . 5 6 2 3 6868 4 4 7 . . 3 . 6 4 6 6 2 9 . 6 . 9 6 8 3 8 6 . . . 6 8 5 . . 67 4. 5 . 6 6..058 68 .88165..8 8566. 8 9.5 4 6 4..7365884 8854 16 0 6 8 7..056486876.5 87 .49 66884 68844..0 66883 2 2 66885 68 68 3.6 66884 4..68317 66 8546..381 6688125 86668 6 .63 1 5.65825 .26 7.680 25 ..491648845..3 73.2366886 668 6 8 6.4 2 6.1 6 8 5 9 9 7 8 6 8 4 0 6 8 2 0 6 6 . 4 8 6 81 4 6 68845 .6 . 9 668 6886.3 68 6 85. 68 68 .093 68 87. 668854 65..13 ..2609 43..49 5 42 8 .937 21 5.6628865. 8776.867877..4233 6 3 8 8 8 1 0 . 7 6 . . 6 . 8 8 6 . 8 6 . 5 6 6 6 5 0 7 6 4 5 . 7 1 . . 6 6 6 .8683 2 68 687.668877.653 6 3 56 6 8 64 66884 ..718 685.63 9 2 66886 68 66885 6..062 68 88.2 78 8 . 68 4.9 36 .9305 2 5..503 368 4.5.5 4. 4 5 6885 7 8 68855 6 68 68 6..1516696876 66887 68 9 68684 68 FFE .93 .66885. 54..5866688658855...5400732 668855. 0 4.8 73 6 2 90 4 66..528065..175 6 0 9 4 5 7 3 8 . 6 6 6 8 8 8 6 . 3 . 8 8 6 8 . 8 8 8 . 6 0 . 1 . 6 4 . 5 . 7 8 8 9 4 6 6 7 6 6 7.5 ..3 6885 74 55. 668 6.0 5. .9 6 66 6 3 3 5 6 8 6 6688687826788.774 7..05481 0 8 8 8 0 6 8 3 3 9 6 6 5 4 4 6 8 8 11 .7 8 66 1 ..8 6 46 68 68 685 .86 6 6 5..0 0 6 9 8 8 3 . 8 8 6 .5 .87.4576..369 0 6.9 8 4 1 . . . 3 . 8 . 2 5 6 3 6 3 3 . 8 . . 4 4 . 5 6. 668 6 0 6 68 68 5 35266885 3 668855 68 .58585 75 68 5..726 668855 68 1 66885.622 5.16488.9551.12 216 66883 .64 .8 7 48 855.567 5.22 66885 4.5 506 .769 5 8 . .24 8..075945 68 .4771686.0 6.6468466.14 6668855.5.33.16625884.552..0350.38 68 668854. 68854..9 84.8 9 79 62885.668 68.064 648854.7 84 964985865..968855.25..27842 0 . 4 5 6688876768.777. .54 .490 8 1 . 5 6 8 7 2 2 6 . . 5 8 1 3 4 8 . 2 6 6 5 . . 6 . 6 6 . . 9 8 6 8 5 6 6884 ..278 67 5 . 65 6 8855. 6 .668 877.0 86 6 4 .8 4 .0 686 6.1867868 ..716 5..721 5. 6825 9 68 5.1 .06.61856 6 8 5 7 62 5 68 685 68.09284 .0 6 .08 0 .62 6168 7 8 66883 66884 8 68 68 54.3.91 668855 66885 2 .64.8115666 66 6.425..61618866866 8856.06685 .33 4.9 85.0 685 66486 876..049 .63 87.1 66884.278114.8 65..032 4.8 8 6887.57.5466 0 5 6 . 8 8 1 . 8 8 6 6 6 1 . 6 5 5 5 6 6 8 6 6 5 6 8 5. 668 5 .60 26 8 6 68 6 68 7. 63 4 5 6. 0 .3646 66885 68 668 .560 5.6.3984636.80 666888855.06858.155..117 66828776..0534 8676..055 68866.4866..556 668854..1782 .732 834. .556 88546.67885 3.6 1 68895 6.4 6 6885 4 9 .58 .886 668 8844.2 688.49434.70 . 6 4 5 8 8 6 8 6 4 6 4 3 5 8 7 6 6 5 8 8 6 6 6 4 3 6 5 . 1 2 6 6 2 65..16 .8375 0 62 682 6 5.4668 8556..40648 .474 402 685 5..1018 7.27.68 6 7 6 6..005 54..8 4..7174..606 68 6884 6868 4.3 .017 6 668 855.0 855..0 .31 5..610 66885 06688 5.6 4.1 6688466884 68 8865.1 .66608 668 6 668 668 66885 5 3.4 68 .1 68 0 6 6 4 6 0 9 6 5 8 5 9 6 9 8 8 2 5 8 9 0 1 9 3 6 2 . 5 2 8 5 71 6 4..9845.1 . 5. . ..7 .79 84 . 440 5.068 61 .5005 .468 407 . 6 . 6 .07.07.0 .91 . 4 . 8 5 3 5 3 2 6 . 8 5 5 8 . 7 . 5 0 5 . 5 4 2 326 643 5. 1 68 685.21 3 5. 5 .9 684 68 685. 8 5. 6821 3 66885 .712066885.47 686868.768986 6..9348 46.7889 84.2846 5..283 3.5 665885 66885 .5646884 5..4912 4.9 68 668 685. 6 65.15.82 685.6.27568854. 5 5. 01 66884 4.6 .5 8 68 6 .2 66886 50 68 66885 68 ..4020 85.4 68 66884 66884 66 8843.9.527 85 55..726 68 6885.5 ..835669886 569.388044..83 684. 3 .48 6 . 6 8 6 0 5 5 0 6 5 9 9 6 6 6 7 8 8 8 6 8 2 6 . . 0 7 4 4 4 9 5 2 . 7 0 86 4 410 6 668 6..438 6688 44..501 66883 85 685 85.3 85 37 5..275658854..8 55..7188855..4068854..9 66..945 68668866..836.66 6 .496 . 8 . 6 6 8 8 8 8 4 6 7 4 1 2 8 6 8 6 3 66 ..439 9 668 66 6 586 6 6 6 6 0 6 66884 6 8 68 68 6 3.9 5.4 3 686.08 5.6 6 .40 491 5..829 3.5 66886 8866..749 68 68 8354..382 688446..202 68 1 .449 .7 685.59 27 66885 68855..1 685 68 68 66 09 ..39450..1766 ..0701.04 4 6.6128.3729 8644..1 2758 8843.9 683 44..727 684. 3 6 1 . 5 6 5 4 6 7 5 8 0 7 . . 1 9 6 5 5 2 0 1 9 5 5 6 1 . FFE 8. 5. 668 5..6 8 4 5 4. 5. 5. 668 55..40648854.668846688466886485608844..776 4 1 4.5 .62 668566884 6.4 86 668844.66.46288084.6 68 68 68 68 77 668844. 339 .77654.7734.85..389 .639 46688 6 85 68 9463 6 9 5 6 4 5 . 6 5 . 8 8 3 . 5 . 8 0 8 6 84 .0 7 9 .7 9 4. 6 66884 68 8555..62. 4 .8229 6..6 .9315 30 54 684 .6744.7.68.886668 .12 668844..6004 9 6688434.6 5.4 854. 3.3 680 66886 668866. .6172 .56 84.69 668855. 6688 1 38 .863866. 86. .82 6686468486.88.0646.60885 2 .45 09 504 .3831 68 668416 68 6 4 . 6 . 8 4 . . 8 6 8 5 5 4.3 5 8 4 7 6 4 6 8 6 5 6 6 . 68876..06..8 6 6 6884 7 843. 6 3. 68 66886 .47 3 5..724 68 68 8 16668.96688658.3.52688 .0.707 854.7 21 6 .0 668 68 6688762..9929690 83 6688.548517 ..1569.517 4 61 5.60 668 6 .71 6..7275 686. 0 3.3 .8 6.868 6 85 .1658585 0 4 .62 6 . 2 5 8 4 4 8 6 8 3 5 . 4 4 . 0 1 4 5 . 5 8 1 6 2 6 4 6 5 46 .1 0 7 6 86 3 7. 68 68 68 46. 86 85..6 680 .6587 8 668855.3 86.0 5.2 68 68 668 66..7265.46686. 9 5 4..5039 .66985.1 855 5. 50 66887 6 28 41 684.6 68854.6.059666884 6 .46 68 0416 855..744 668 85 6085.6848565.1.0665885. 7 ..5907 7 . 89 5.668585.559 3 8 4.2 684. 684. 6 6688686 85.96.3.5663884 1 . 6 4 6 4 8 8 8 6 2 8 6 . 5 6 6 6 6 8 54.9 668.00266883 43..493 6 5. 6 66885 .071 6..15 56.7856.168 4 .4 8 6688 4 88 8 4.5 68 85.56688 8865.5 66885 68 68 450.4805..216385 4 5..066 4.6 68 6.50 .306 668844545.9.0549 66 .11 1639668856. 8066 54..05646884 68 43 5 . 56.8 6085 5.6 .60 4 8 8 . . 7 6 0 1 5 . 8 8 0 0 5 . 8 1 6 . 4 68 85.466 5..3256985. 6 5 8 2 84 6 6 6688565..16.4956548.45155.5.24 83 92 66884650 3.5 7 8.427.13 54 64 6 .36885 68 4 685. 4 .02 8265.3 668 6 9 . 9 8 8 8 1 8 3 . . 4 . . 6 5 . 3 8 3 . 4 . 8 9 6 6 6 4 6 6 0 68 85 7 8 8 4. 0 844.2 2 68 29 6 6688658855. .56 66884.042068844..5 0 984 68 6 56.58 6866. 5 .6 68 6 6 66883 8 0 5..270 668 0 6 55 61 5. .94 5.1 68845.4..490 68 6..154 6..06 6868.62 8 668854..1770 844..726 668 668844.4.3.60448 68 4.4 84.5 76..14698867..0 5.864844.91.66750 668 66885 66885 858.75.668 49 2 5 3 5 8 8 5 4 8 3 5 4 8 4 4 4 . 6 2 8 . . 8 6 . . 8 6 3 6 4 6 6 8 0 8 6 4 . 64 5 6 668846 6 6 .7248 38..4934.8 3 6880 46.6.0648648844.2 .02 868.0 668 7.1 8.88 .760 6.7 .62 6 84 .57 4.82 68 .6.367 76.836 ..9454 854..38.34852 .74 68 68 6686 6876.0836 95 668844. 29668 9 8 .5 66885 6 764 6.1 .48 68 27 5 5 0 0 6 . 7 5 6 . . 5 . . 8 5 7 5 7 8 4 3 8 8 . 8 6 8 0 5 3 4 . 8 . 4 666884 68 33 6 68 668 1 854 6 5 3 4 .1 6 .13 7. 6 4 2 56. 8 59 6 .2 8 68 68 3.4 6868 66884668848 7 5.2 6368 17 68 .28687. 3.3 68 685. 8865.8 66885.8522 ..161 63 .6429 7 68 6.61880526.18854..17 68 .74 7 9 68 7 55..594 6 68854.8 ..262766 4.41..1616 1 .6658680546854...2639 3.6 8 6 6 6 4 25 9 8 68 7 5 4 6 8 8 . 5 6 0 6 0 6 8 . 8 1 6 884 684.83 8 ..053 6884 6 85 855. 6 8 5 686868.6.385..546485. 6 5 . 4 8 6 6 6 . 8 8 2 3 5 1 . 1 5 6 .2880 ..7 4 854 2 6.25.684.88 6 6 1 4 8 8 6 5 9 9 8 9 5 1 8 6 4 6 . 8 5 0 7 5 6 . . 6 6 9 9 0 5 7 .7 .115.7875 86589 688443.6 .65 844.1.587 852 .63 4.6 4 3 .568.1 6.7 686 0 5..385 5.6 5.285 856.89956.7 64.9 66.8162 84 6 1 5 66884 866868844.0 3 844..4 684 68 84.7 7.0 68868 68 68 68 6 .761698.946485.6.686548.93 668854..1696642.651 54..159 66884 7 11 98644..720 ..6296 5.64 .89 .4805 4.1 4...62644 6 8 8 5.1 . 0 6 6.2 668 . 8 68 . 6 6 8 8 6 . 8 5 . 3 5 4 7 6 5 6 8 2 8 5 8 4 3 . 6 6 6 . 4 64 6 8 .83 9 6 8665 6688 68 5..736548568854. 3 68 668 68 5..062 7 68844 1 3.6 56.1856.1 46.68 66 4.9 .16678868 6 .3847 056467826886 7 3.9 2 68 68 668.523648.98844.968 685 13 8 .16064884854..063 6 66885 6 16 6 54..166668854. 68658.856..0 5531..72637..3745 56 6.787 6 .0 85. 5.1854.6 668 54..044.7.8302 68 8 8 1 8 7 5.437 5. . 8 9 6 . 9 6 8 3.6 . 8 5 66 6884 0 5 6 856.16885 6 66885. 68 68 3 56.685658.47.5965682.76 685 62 68 668 6 .825 6 18 54..283 18 28 . 8 6 . 8 7 0 8 1 3 6 7 4 2 6 2 5 6 . . 9 6 8 8 6 4 6 6 4 . 3 8 24..0 25 6 6.826 .16.81 3. 68 52.8339 884 5 2 844..4 8854. 0 .72 84.8 2 PIPE 875 FOUND IRON 5.1 6 4 6.61.0 68 83..66658874 4 6850686585 .2718 84.8844. 966 .70 .274 10 7.3.0.506687 66 .355..16184 66.6 4.9 6 .32 .14 608 686867 .91 3.6 84 5.6 85.7 5 89854.85..2700 668854. 6 66 8446..730 0 6.93 6.125.96186688575.98256.25.36685 66884 6 283. 678 68CORNER 84 83 ..5141 66483 8 7 6 7 2 8 3 6 3 2 2 . 6 6 0 . 4 9 6 6 1 6 . . 2 9 6 AT 3 5 6 6 8 6 . . 6 4 . 3 6 . 5 8 8 5 2 8 3 . 8 8 6 68 7 5 68 6 68844.77 5. 6885.4 68 66884843..496 68844.1 68568 5. 5 .118 64884 854. 309 6.8 88 68 6 68 3.9 68 1896.6 .76085.18 6 68 6 .88 6 668 ..42 2 5..2868 668 54..84 .9.469 854.6 68 6 68 3 84 4 668.8941668 66884.0664 6688854..29168648854.9.323 3 .48 6805.68 8686 68 25 6 . 5 68 08 5 6 . 4 9 5 9 . 3 8 8 6 0 .74 66 .182 9 54. 5..169 844..618 2 4 0 8 8 9 0 9 3 . 3 68 6 .2578.858.045.007 5 8 7 . 6 8 4 8 04 6 6 4 3 . 1 8 2 68 .528 5 6 0 4. 668 6884 6668 44. .957 6 . .1 .28154..756..170 6884 . 5.685 . 5 . 7 5 8 . 8 . 8 5 5 4 4 6 6 8 4 6 6 5.2 2 5. 0 4 6 8 . 4 4 5 6 3 68 6 8 668 66 844. 66.8094 .59 6 .643. 8 556.84 685.678468.956. 68 68585 6686568.8.2840 1656 9 3 9 2 6 6 3 6 . . 6885.2 68 3 8 6 6 3 8 5 3 4 46.8.834 8 3 4 . 6 . 8 5 4 FOUND CROSS . 66.78 6 5 8 . 5 4 6 6 8 8 8 6 7 1 6 6 8 7 4 7 3 1 5 4 4 6 8 8 3 . 0 . . . 5 5 9 6 6 6884 4..8 668 6 43 6 .941 68 4. 68566. 8 66.838844 5 2 68854.65034 68 3.9 56.18851698.00 68 6 AT CORNER6 5 432 4 684. 854..0640 4 84.51 .06560898448.44..9583 4.3..19336 6855.8.616 56.2820515..1141 685.65861560.8.757 .94688 5 .9 .8 7 093 68 .14 66888455.6.308414 11684. 8 451.285 6.7874 4.9 71 68854..5 517 .516 668 5..0546 . 668 6868844 5 5 . 8 6 2 9 2 4 68 57.6168856. 8 8 . 1 . 1 8 4 3 9 8 5 . . 5 3 . 8 4 . 8 6 5 8 66 08355.012.410 4 668 4 5. 6 6 . . 6 66884 5 4.93 7..8496 4.42 4.58 84.7 855..114 88442.5 06688 44..516.16218874 46.168858. 550.0 .494 66884 68.2 46 85 6856 63825.788655.80 83 8 3 . 7 4 6 8 . 1 2 7 3 3 6 6 8 8 0 8 5 . 4 5 6 4 6 8 8 . 8 8 8 3 . 6 0 6 9 6 8 2 8585.3 6855..00618 8 144..868344.6 . 8 65.1 .68.64608 8 42.636668.468854 ..495 . 8 4 4 8 .7 6.6 6.8 6.0 86. . 8 6 6 6 6 1 4 6 5 6 2 . . 5 7 6 6 4 0 8 8 6 . 6 6 3 6 . 6 8 . 6 7 . 6 6 6 3 4 5HEIGHT 0 4 5. 56 9875 6 6185BUILDING 68 68 5 68685 68834 1 68 68 68 68 6 8 68 6 8 854. 8 46686 8 45 3.2 .952..39 64884 68 3.4 46.14..941 .9 668 668 4845.12.6380 35 85.48 .51 68866588.658.546.6685. 66849.0' 68 .344864884 .3966 7 68 68668844..930968.406.14 5.2685.068658.80655163.485. 6 6 5.46885.4 685 3 .043.88 .81 .46 88354.96 66688546. 6 8 5 7.0 4 5 4 6 6 4 3 . 4 8 6 8 5 6 2 6 6 8 8 1 8 8 6 8 1 4 8 8 6 68 5 4.6 6 3 0.84 .73 04 668 6 68 5.062 6 6 68 8 5.9 .6 5.6 4..72698 68 8 5 3 4 48.444. 844.4..72 68 685 68 .1 6 68 7 1 4.7 7 .42 4.1 5..283 4.1 4.6 68668 66866888444..6264 ..9432 685 685.46 7 ..2767 .77 40 3.9 4 68 84.46.6678 68 3.9 4 7 5 5 68 8 .5.59626884 . 8 1 8 8 2 6 9 4 4 8 8 1 2 6 FFE 4 5 0 3 . 6 4. 668 6 7 668 8 3.9 8 6 8 9 885 .6 6 . . 4 4 8 5 6 . 6 8 6 4 4 3 6 6 8 8 3 6 6 0668.86 3. 68 6 66886476 6688434...386538 68 .16 8 .40 43 55 4.8 68 767 4.9 84 .9.7944 85 17685.50 68844..43..1556883 .56 .75 .971.2 84 684. 684. 68 .35 685..46920 0 .50 BUILDING HEIGHT 668844..3 .30 ..6256586638844.4 866855.3.502.5FFE FOUND IRON86PIPE 85 68568668 7.62.292 .565 ..06996688444..1.6.63947216 86 9 2 6 4 8 5 6 6 9 6 668 4 4 3 4.7 ..3943..273 3.2 6688 6884 .8 5 86.81 4 6868 684 68 66884 15.9' 0.41' W. 68 844..34628 8844.93 668585.3 9686884366883 76 .847 2.640 6 5 3 4 6 2 8 6 . . 1 . 3 1 8 7 6 . 8 0 6 5. 4 7 5 5 5 0 4 4. . 1 84 4..73 46..3 66884 668844854..382 68 68825.268854..5 0668844.34 9 3 66884 6688468844..7 6 .09 668 56.4 .386 854..04648 4..50054 4..2795 366 6.1 5 44..943 685 685.01 9 685.57 8 8 3 8 6 8 6 6 . 4 8 1 3 9 6 4.3 668 2 2 2685 .069 933 6688 4..406..629882 4.3 TCF 1 .46 4.5 68 FFE 3.9 9 68 68 .37 0 689 5.6 .484.358 4..4 1688848843 32 4.3 84 68 7 68 83 .592.67 0 6.2 .74 68 68658.6552.39466088044 684. 6 66 0698 248 .978 5.18 7.1.0698844..2 684. 68 6 3.1 6 . 2 2 3 8 . 8 6 5 8 8 198 68 .99 8 5 . 4 5 1 . 5 8 5.3 2 6 . 6 46 6 54..0566688468854.7668284840. 68 836 68668.8265288.6358844..94 68 6 93.34.4514.40068 2.62. .42 3 9 572 8 6 .32 . 3 4 8 4 . 2 8 6 7 6 8 6 2 . . . . 5 8 8 6 .668268 5 7 8 ..17618353 78410 6 545806587685 ..1 6 2 ..2 . 8 8 5 6 2 8 5 8 3 8 3 2 4 0 68 6 . 8 8 . 8 6 . 0 5 3 . . 6 6 5 .49 8 6 5 668 .3618584.86542.956.468 5.046.95.650. 6 58 3 3 3 668 4 4 9612 .096 9 0 361 8 .56 68 4 668.652326688844.6 3 8 939 6 6 .31 4.12184 608 8335..946668 .02 ..8304 8678 3.5 6.3 8854.6 1 6688.2599 5..3994 6618854..266684846648.6 5..187564608.96588.5640.8.96281688558.358.053.3698855..1 .0791658844..4 12 7685496 66884. 6 5908 7884. 4..539 33645.53 7 62863588.155..1.685.56 4 2 6 8 5 3.9 684 4.69826 . 2 6 . 9 2 4 5 . 9 6 6 4 6 6 . . 8 8 6 2 6 . 68 .43 682. 68 .42 8 8 4 1 9 4 3 6 . 9 5 2 3 0 8 5 . 6 . . 4 8 5 . 8 . 1 5 5 . 8 0 3 6 3 .5 4. 5. 8 669823 .999 .167 5..27 854.4..944668 5.26854. 6 66884 6689 6.682350.36666281583 5 6688484. 6 68839 4 68 668855.6528.64658 85.1 685. 66689856588.55..5068854.9 86968854. 668 2845..6078524.41 3..850 843.7 3 3 7 .61 4.8 68 68668833. 64 68 68 6 9 68 66883 668 44..6271 8446..622 844..73968844..3 68844.4 66888854. 66884 668 7 75..27668885.2.36568 68 2.543.83539.5 68 .6 6 2 3890 844. 5 .4 3 .3 .47 4. 66 .966 84. 2.0832 6868 65.40 6 4..40 6 668 33..73 827 6 668 84 63 5..384669884 67858 .18968488.54..06 9 668 68 68256.85 84 68 6688 44..738 4..8571 6882.62 4 6 0 8 6 1 9 68 628.69 6 8 8 . 5 8 8 0 7 6 6 . 0 8 8 6 6 6 0 4 6 8 7 4 0 5 3 . . 3 6 8 8 668 6 6 833. .948949 .972 5 7 2 8 2 668 854.5 68854. 668845..170858.5. 68854. .538603 4646..81 0 1 4 .2 3. 68584 68 1 6 8 4.8 195 .0538 .9417 4..5084..3997.1788 7 .4989 ..610 4..837 4..4 6 8 1 3 . . 4 .5 1 9 4.7 668 FOUND IRON PIPE 4.6 6 68 5.89 6884 5 668854..1664.106685..05186 6864288444...487660688 844..493 684.29 683.91 4.06 68 4.6 2.8 5..399 68854..676885466. 8844. 668846686883366.888443.833..951 8 836.26688636883366. 883368843..6 4..2745 66688143. 668844 66884 66884 68 .201 68 648.2 6 15 4..5016 884854.6588436 37 ..836698 4. 1 4.3 68 68 3. 445 .6682 1648668844. 8854.8 66884 76813.40 6688 6 9 3 6 5 8 6 8 6 . 6 6 . 6 5 2 1 6 5 4 6 . . 0 . 1 8 6 6 6 7 2 6 4 6 8 5 . 2 4 . . 8 . 4 4 6 8 8 2 6 5 7 3 33..99698 AT CORNER 92 9 30 41884 696884 46..72621 4..1 84. 6.08894 668 688.42 68 5 9 4 98484684.7 4.1 .05 8833. 96 63.28..38 22 . . 6 4 4 7 6 . .3 1 4 68 4 8 8 8 0 6 . 5 . 3 7 6 8 9 2 8 4 . . 3 6 0 0 7 68 5 6 . 4 9 8455..1262 5.3 6 80 4. 64 6 .1 8 4 4. 6884 6 684.68344 4..8321684 48..416564.31.718668844. 4.3 828. 4 68 3 681 4.13.86 6.383663.668 84 6.678 ..5177 3.2 82. 82.409 683 8420 3.7 1.3 006 84 .28 6 4..8308354.8.05544..2657.0435 84.4 669883254.5.0510 68 3.60 68 7 68 684 .88066868 ..83694 4. 4 4.2 4 6668 8844..768 ..81616108 96.1 .0468683. 6884.72268 4.1 .5 4 3.3.678868 834.66.68 .326 83 .782833 68 6 68232.8.41 034..27608 .727 .8036.41884 58 4 5. 684 66884 6688 668804.2.97 68 .8340 ..832 6.188044.4 668844 3 686 .17968 ..8307 66 61 668683 0.44668683 6803.35 .6956893 66 5 ..4923 832.2.618365.860880681.66883 0665.8984441..10.972 7 82 10 8.3466588.126. 68845.7.46685.636886684668844..6380 6 668844. 684.54 3 . 7 4 8 2.7 4 2 8 6 7 6 4 0 . 3 8 6 5 4 . 3 4 9 . 4 1 8 . 6 4 . 8 3 2 3 8 8 0 8 . 8 2 3 2 3 8 6 6 .05 .03.3 843.98 .92 . 2 6 5 . 84 4. 6 6884 8 668 668 68 .9459 844..783404..621 4. 67 1 82 6 682 0 68 638 4822..086 84366.48.8323 2078663.60867 6 6.54 766.166876 5 73.86688444 6884426..63088544. 6 1 6.9 8368368 68 2.0 3 .25 6 686 668 2.63 66884 11 4..485 4.6 4. 4.4 6 9.181 268688 8 668 83 67 9 67 .68 86.7176. 6 .2895 1.8 83 6 .523.1 .06628 6.825 .9 .068 68 .74 90 . .61 803 33..86 56 7.9 6.3 67 2.084 1 6618844 .14 668 668 9 67 39 627 6 80.67850..31282.7 6 6 85 74 74 674. 4.5 86 5 9467721. 607 72. 67368 74 67.6967 .53 67568766.9698.6389231.65 83.6.2608582 68 6 . 6 3.0 6 5 3 6 7 6 6 3 5 9 4 . 7 5 . 6 6 . 8 6 0 5 6 . 6 8 6 67 .8 6 3 4 9 1 2 88 7 .4 . 6893 9 674 CROSS 5 4 .77 675 4.06273.281 4. 3. 6367 46. 4 0 68 68 FOUND 76 3.6 67 67789.8. 607.41686.3852..36 6 66686883334...7096 1 846847 9 68 1.8 71 71.9 52.11 5 0 .66 67 2.6 3.8 672.367 2.6272 .31 7.697418 7 2.4 79 4 5.3 1 4.2 67 7 2.5 5 2 2 83 6 67 6 2.1 6 3 .444.4 28 .624 67 68 6 966776.26.14. 5 6 1.6677781 22..836683 6 637.79 .55 .64 617.7916.78616.78247686776377.76. 6.87 68 44..88067 76.5 .7 .5619.665845 68 68 6686688638833.35..55.57691 80 AT CORNER 8 8 3 1 ..3723 68 84.6288446.28 668.1411. 066.808242. .328.19.6363 2.28 8 7 2 7 8 1 8 6 8 2 2 7 4 7 8 7 . . 3 7 . 6 7 7 . 8 6 3 . 7 1 6 833.36..47 521 39783. 6 7 6 7 73 6 2 6 67 .02 67 6 6 67 6 67671 671 3.5 0. 606.67 898926.726 67 4 67 67 .1 66882 2.6 .307 00 3..46 8228. 8212. 1.01 .0638 68 8822. 68 8266.208 7 2.9 .7423 2. 1.7 ..2678668 269 6868 673.1.66.277611.8 86 67 74 8.4 9.692 682 8668 .2929 2.4.116 2.02 6 2..11.896232..117 674 8.85223. 68 68 68 666886628. 2468221..0868 66 7 8 2 6 7 7 66883 6 6 1 6 2 . 2 7 8 3 . 4 6 6 1 9 6 6 . 8 2 8 1 2 2 . 7 71.4 2.0 .0 88 .026 6.477.211 82 998 ..4 16.8.8921 2 7 8 2..5 .164821.6 . 2168829.381.41646 7 6 8 4 7 . 7 8 6 6 6 6 1 6 6 8 1 6 8 8 6 6 6 8 . 1 8 6 6 3 7 1 721. .80 3 96 9 7 8 2 .7 6 6688 67 6688618821.6668 88722. 67 ..956463 8611.66.4588821. 9.96746762 671. 7 7 7.112 .8 673.0 31 682177..183 .6080 6 6 6 1 7 6688121..0710 7 6 8 8 6 . 1 1 6 . 8 6 6 . 1 1 4 8 1 2 668643 68 1 . 66 8 1 FOUND DISK 81.1 6786289811.0 .3300347 FOUND IRON PIPE 6 .8267.8586 6268.804 .52 .31 68 . 68 66888111..684882611..5 2668 8 668863388.33..3 607 0.63.8220. 6680.996.610087882017.1 78 .40 6 7 .30681 81 81.3.427 6 1.8637712. 1 8 6 6 9 68 8 1 6 . 6 9 7 6 . 6 9 8 8 9 0 7 .5 . 5 3 0 9 6 . 8 8 1 6 2 0 . 0 6 0.76' E'LY & 0.07' N'LY 6 98 6 4 0.22 N'LY & 0.07' E'LY671 6 .02 0. 0 6 6 7 68 6.172 .151 .8 68 688883232..3..017..2211 3.669889333..91 1..941 68 .59 6688066..87880400. 83 800.7.70 1..388 8.7 6 72 68 67 566.787242..18186.9701 21..033 1 6268.8110 .946 6 39 68 68 82 ..6192 4 668 0 66880 1.2177 67 .3205679 6 8 6 . 1 BUILDING CORER . 1 0 8 2 6 3 0 . 1 8 7 8 7 6 1 0 . 8 80 . .6 6 6 8 2 76 8 3. 6 688.1012 6 67 6 6 810. 70 68 6 21..18638 66886080.56 68 3792 2 0..6338880 62 1..4996 4.73' S. 66188.91 876527.27. 3.6 1.0 0.5.5.43 5 66.88605 60.43 04871..0464668810..5 . 66880..3869 . 1 68 8 7 4 7 1 0 9 8 6 . 1 1 6 0 34 2..86 .8 810 67 677.6868 .2861.8 0.6 6 0..94618806880 6 68 80.33 4 6.628821 N. FACE OF WALL 3 80 668 1..1540 .732016.97 68 .8637880 6 61 2..955 6 67 880 6 2 ..9400 110..9116 .9.648783667 8800.26 82 4 6 5 . 3 8 66882 7 6 6 0 . . 4 6 8 8 0 0 6 1 6 0 4 7 6 4 0 0 681.06 .4646.73 0.53' N. . 7680.68 01680.51 2 . 6 8 8 0 1 . 7 8 8 . 2 . 4 8 9 0 6 6 . 0 8 7 7 6 6 9 1 6 0 682.11 68 0..2 9 .607 66880 68 98067 0.568 7 0..839 6 86 68 55 66880800.6.66188500. FFE 3 684 74 .1 01. 0.96 4 .84 4. 0.2 66880 FFE 668 0.5 528681.6 6849 80.4 ..06672726. 7721.697 .505..5079 .89 1724.6070 68 . 8 7 0 8 . 6 8 1 1 . 9 6 0 9 6 6 7 3 6 8 0 7 7 . 80 1 6 5 0 66188.31 .3 667 9 800.4 0.5 06..526628 67 6 7.99.0 9.8 68 6880 .66286 680 .54618 67 67 67 360..6216180 87811.2 ..3696598.38596 .76 8.35 6 6 5 6 0 6 9 . 3 9 0 . 4 . 7 8 0 9 6 . 0 0 9 0 8 1 668766888700090. ..247 67 0. 1.8 1.9 .7 768067 688006.6876 1.8 68 6 ..1425 4 68 67 672.99636718 94 9 67 0..413 6 606.88100.0 66880 .91 6772.2.4968741..81 9 9.8 .87 00.1.60866 8 1 8 3 7 6 6 657.6. .0 711 1. 7 67 7 668 7 6 1 6 2 4 6 9 6 70 7 76 6 7 9. 76 .07 0.6.118 .77 6 1..6056286.74 7.78 6 1.8 5 2 67 6.373153.6.5793671.99 668800..50880 6771..987 0 30 .79 799..821 8791 6888801067 697.3 .87 2.1 0..606678800..0 6 .5774996.57 1 9 3 7 0.9.8469806..607..0816976708.10 .66714.6 .52 .8 6. 78 6 6 667 .70 2 9 0 668800.0666880 0 7 . .45 79.6 7 6 .7 8 0 .986068 702 67367 6 8 7 8 4 8 6 3 0 . 1 . 6 7 8 1 9 6 6 . 5 6 6 7 0 0 9 4 1 . 5 6 6 769. 9 679 267 6 676.4658611.6 80 6 ..73 7 9 6086 0 6 7 0 . . 6 7 7 6 0 D 9 0 6 979.65..9056 .76 4 667567.727781...0648 6 0..73678866088. 67 9 68 TE 71 7613 1.8 8.36 779 CA .W. 226.3764678. 802.1 668810 I 46.7722 6 6174 67 67 66 0 6 8 7 . 5 3 9 D 7 . 8 7 . 8 . . 1 1 4 0 8 47 6 3 .O 5.13. .9 7599.4 67 6 DE 67 7697.8 .39 7 68 6.70167 672 3 71.8.84 966.87 .82 9 6 RE DTH R .20 6 71 67 75 679 5 679 6 5.0768.0 ..0558 1 6 7 O 5 7 0 . 8 . 8 . 3 1 6 . F 9 I 0 . 8 7 . 9 9 1 2 3 732 .86 6 3 W 1 .78 72 6 667 0.1 66779 .78 67 TO 67 1.8 71.69673 68 2.26 7910 01 1.8 716.8667716717. 16.9.89 3.41 6.86 8.6 RE ABLE 1.67 8701 67 67 627671 71.93 67166.72. 67 61.8 67.60 67 6 6.719 E ..8356 7 6 . 9 I 7 H 0 7 6 . 2 4 7 7 8 9 6 7 95 8 R 779 .23 .0 66757 7395 2 676 .91 999 0..283 4 6 1.8 22 67 .594..48 86.6 .06 VA 79 5 7.58. 80 8109.59. 6 9.7 66879 67 2. 66 8 9..63 4 7696778 2.0 IRON ROD 67 FOUND 67.9647 6 806.60767 8.7774..854 1.79 16.779673. 6.02 79.0 66778909..07141 67 67 2.0 96 7 9 7 6 0 9 7 4 6 6 7 7 7 2 6 6 . . 3 6 . 6 26.9 6 799.7 0 0.54 06 .4561.66 6.4617 5 5 N'LY 6.67870 0 8722 & 1.12' E'LY 68 667 67 46.917556.7586 27.86 7.5 9.0 672.5.62 7.1990.822023 .1 2.3 .11 676 67 1 67 8 333 67696677799.0.2.62.0124996..5181 08 .56717585.7.556566..67.5557225. 8.87 677 16 2 7 4 5 5 1 0 . . 7 6 6 5 0 . 7 6 . 696.07799.6677 9 9 . 6 9 6 67 562.4766775 9..948 2 .17692 .57982.8788 2.5388 .536 67679 8 .2077. 67 66777999..957393 667.8 79 797696.4.7997658666.4797788..7.762 67 6 6679 67772116.1.2.87.77923225..5022.421.39 84 2.2 2 7757.687 6 .16 . 6 7 6 7 6 6 8 9 1 7 . . 9 3 9 7 9 6 6 . . . 7 7 1 0 7 9 6 6 6 5 6 .86 . 76 8 0 6 .8 . 6779. .60 7 9 19 6 677 0. 9 667 99. 003 96627.6676.567 86.87788 7688..678776498..6 6 .07 7 .90 6 9.1.138 88..956867668778 .56 9.005 2 6867 666778709..5 142 67800792..05617 72 4.56371 72 8 7 778 8 7 6778 .7467 6 866. 7 8..6647 4 6 09..6.11860966..75 66776..724.698 72.73.21 6 86.0 5 78.867 .87086.86779 667 ..624467 8..3983 .7582 .489.6867 66778 8..885 8 7 3 3 5 8 6 6 0 7 . 6 0 7 7 8 6 6 6 666879 6 6 9.1 .84 786 88673 7867 0 7 8 1 6 . . 7 8 7 8 7 1 7 7 6 . 6 8 3 . 1 7 6 3 7 4 6 8 7 6 6 6 7 7 . 6 . 6 6 6 7.7686 78 9 6 78 .139 .746.77.77774..991860 78 788.4 4 67 .214799..3 7 79 7 . 9 9 6 6 8 . .59.4 4 6 3 4 7 6779. 667 667777388.87.7456 5787..086351 6 67787.686..17617767763677767676976.7777787..7 1 6.1 67 78 78.8 .91 .4 6 .58 6 0 7 . 66 0 8 7 . 6 798 7586766.6577588..6768.156666777877..4033 77.26677 6677776.7787..6 6 6 678 4.76779 .463975 7. .21 .02 6 0 9 . 7 . 9 6 7 7 6 6 7 7 5 . . 6 9 7 9 1 6 9 7 067 6 30 76 6 8. 6846.2777.1754 4 9. 8 7 60 79.9.3 6 1 7 8 7 67 679 . 7 . 7 7 6 . 1 6 6 . 9 9..1 6 7 677687. 665777656.6 677 0 6 66777 777..669 .787 709 67 9.89 6 46.666.57 8.96.7479896 6 7..552 0 8.2 9.69 67 676.647734986. 67 0 67 866.8756267.6469 9 9 5 9 . 7 7 . 3 9 6 5 . . 6 . 5 8 6 6 8 1 9 6.6476..4 . 7 9 6 4 7 667798..49060 . 7 8 7 8 6 7 7 6 6 8 6 666.375556776 6 7 . 6 6 3 8 7 . 8 7 9 6 0 . 839 4 6 6 5 7 .1 6 5 667798..5503 6 02 .267 .2 636766. 8.7 667788..0 8 89 6. 4 67968 .1476 76. 667 6 67766.3 67 667 ..844 6776 .242 .8765.5.677785.8675.676 6 6 7 5 6 7 7 . 6 667 .0016 67 67 6

#22755 WVV #22795 RIM=685.60 INLET T/PIPE 10" N-S-W=679.80 RIM=687.90 IE 18" S,NW=674.43 #22673 INLET RIM=687.28 IE 10" W=684.15

N83° 25' 05"E 14.00'

E ACCESS EASEM

2 5.7

3 9 .92 7.0 2 .06 INLET 7.5 IE 12" NE=678.93 6866866.80.92668877.0.00043687.1687 8 68 .6348 RIM=686.45 8 .82668855. 8476 606876. .9.391 86.4 1 . 6 . 6 5 IE 8" S,W=674.95 687 687.265806786.18067 7 6 .2648 468

DRAWING NO. GRAPHIC SCALE

7 8.

C2.0

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C2.0 ExCond20360 S03.dwg 5/10/2022

DEMOLITION LEGEND MILL AND RESURFACE OR FULL DEPTH REMOVAL AS NEEDED

CONC. CURB/GUTTER OR UTILITY LINE TO BE REMOVED

BUFFALO GROVE TOWN CENTER UNIT 4

A=68.52' R=1093.04' CB=S27°40'04"E

#9862 INLET RIM=683.80 IE 12" S=680.50

PROJECT NO.:

LOT 2 NOT INCLUDED

#6739 INLET RIM=685.40 IE 12" N,E=681.50

FIRE LANE EASEMENT MODIFIED PER DOC 7002240 NO DIMENSIONAL DATA PROVIDED BUILDING HEIGHT 28.3'

BUILDING HEIGHT 32.1'

#6943 STM RIM=685.89 IE 6" E=680.34 IE 12" S=680.24 IE 10" W=680.31 T EMEN E EAS 676 N A L FIRE DOC. 4173 PER

28.51'

FOUND PK NAIL 0.40' NW. & 0.02' N.

#6320 INLET RIM=685.21 IE 10" E,NW=682.29

#6381 INLET RIM=685.19 IE 12" S,W=681.14 N89° 41' 29"E

BUILDING HEIGHT 32.7'

WATERMAIN EASEMENT PER DOC. 2432943

76'

#5749 STM RIM=685.86 IE 12" N,S=680.42 #5786 INLET RIM=684.24 IE 30" NE=675.20 IE 48" S=674.60 IE 12" NW=679.94

ENT

PARCEL 2 LOT 1

#8524 STM RIM=688.36 IE 24" E=682.86 IE 10" S=681.48 #8543 IE 30" W=676.73 INLET RIM=686.08 IE 10" N=682.08

.L.

#6860 2 STORY BRICK STM BUILDING RIM=686.06 IE 12" S=681.88 IE 6" NW=682.61

#6128 INLET RIM=685.83 IE 12" N=677.23 IE 30" E,W=676.33 IE 12" S=677.43 IE 10" SW=681.48 #6025 INLET RIM=685.65 IE 10" NE=683.13

35' B.S

#5793 INLET RIM=684.09 IE 12" N=676.71 IE 30" E,SW=675.69

#6196 INLET RIM=684.90 IE 12" N,S=680.40

72.38'

DRAWING NO. GRAPHIC SCALE ACCESS EASEMENT

#22755

NO. DATE

IBT EASEMENT PER DOC. 2737813

#6843 STM RIM=686.09 IE 8" NE,W=682.54

#7186 WVV RIM=687.04 T/PIPE 2" E-W=681.54 #22877 STM RIM=688.63 IE 30" NE,SE=675.43 IE 12" NE=678.93 #22859 INLET RIM=686.45 IE 8" S,W=674.95

453.55'

ACCESS EASEM

61.

49.76'

BUFFALO GROVE TOWN CENTER UNIT 3

N25° 58' 54"E 62.13'

#6095 INLET RIM=684.91 IE 12" N,S=679.56

#5773 INLET RIM=685.79 IE 12" E,S=681.54

24.46'

#6791 WVV RIM=686.09 T/PIPE N-S=679.47 #6800 WATER FILLED INLET RIM=686.16 IE 12" NW=682.19

FOUND PK NAIL 0.37' W'LY. & 0.14' N

#22896 INLET RIM=684.76 IE10" NE=680.86 #22895 SAN RIM=686.74 IE 8" NE,S=668.19

#5948 INLET RIM=685.60 IE 12" W=682.89

#6415 INLET RIM=685.36 IE 10" SE=682.63

#6897 SAN RIM=686.17 IE 8" N,S=667.82 IE 8" W=668.27

#6773 WVV RIM=689.85 T/P N-S=682.40

MATCHLINE SEE SEE C2.2 FOR CONTINUATION

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

#7070 INLET RIM=685.07 IE 24" NE,SW=676.32 IE 10" E=679.42

DEMOLITION PLAN - AREA 1

EXCEPTION TO BLANKET EASEMENT

MENT ACCESS EASE

#6743 INLET RIM=685.40 IE 12" S,W=681.05

MENT

#7103 SAN RIM=677.24 IE 8" NE,SW=667.24

S EASE

ACCES

R TE N CE 6 N W 67 3 O 7 41 ET . V C 8 O GR UNIT - DO O 8 AL 99 1 F / F /24 BU 07 C RE

TOWN PLACE TOWNHOMES SUBDIVISION

ILLINOIS

#8845 WVV RIM=688.97 T/PIPE 10" N-S=682.82

BUFFALO GROVE

#6707 INLET RIM=684.46 IE S=682.45

DRAWN BY:

#9001 INLET RIM=685.44 IE 12" N=680.34 IE 12" S=680.44 #8993 SAN RIM=686.48 IE SE=679.73 IE W=678.28

#9358 N47° 13'INLET 38"W 35.42' RIM=684.02 #9372 IE 12" SW=679.76 SAN MH PER ATLAS RIM=683.92 NOT FOUND IN FIELD IE NE=667.72 #9407 IE SE,SW=667.52 INLET IE SE=673.22 RIM=682.47 IE SW=675.01 IE 12" N=678.42 IE 12" E,S=678.05 #6950 INLET RIM=683.98 IE 24" E,S=677.53 #9406 INLET RIM=682.40 IE 24" N,W=677.70 IE 10" S=677.95

THE CLOVE

#9139 INLET RIM=685.49 IE 12" S,NW=680.21

MV/TK

ORIGINAL ISSUE DATE: APRIL 21, 2022

TE 8

#9327 WVV RIM=684.58 T/PIPE N-S=678.91 WATER FILLED

#8878 WVV RIM=687.52 T/PIPE 10" N-S=679.72

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID ETO HER RIABLE VA

#9174 STM ' T N .24 RIM=685.06 3 E 4 M IE 12"SENE,SE,SW=678.91 1 A "W SE 19 ' S 19 CE 9° AC 5 S

#9114 INLET RIM=684.94 IE 10" NW=680.63 PYLON SIGN

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

FOUND PK NAIL 0.35' NW.

W 0' .0 16" 0 4 8' 0 0° 5 S #9990 INLET RIM=684.74 IE 12" NE,SE=679.79 IE 12" W=679.64 IE 12" NW=679.74

PROJECT MANAGER: NO.

#10005 INLET RIM=683.60 IE 12" SE=679.97 IE 6" W=680.62

REVISIONS

#8892 STM RIM=685.29 IE 15" N=681.45

20360

0° 5 N

' 08

STRUCTURE/TREE TO BE REMOVED

A=34.38' R=40.00' CB=S74°45'31"W

1' .6 4 22 PARCEL 2 LOT 2 "E

N88° 58' 54"E 7.84'

DESCRIPTION

CONCRETE PAVEMENT OR SIDEWALK REMOVAL (FULL-DEPTH)

C2.1

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C2.1 Demo20360 S03.dwg 5/10/2022

MATCHLINE SEE SEE C2.1 FOR CONTINUATION

#21559 SAN RIM=684.83 IE 8" N,S=669.68 N00° 15' 59"W #20406 12.00' INLET TRANSFORMER TO REMAIN RIM=686.37 T/WATER=682.37 BOTTOM=678.37 NO VISIBLE S00° 15' 59"E OUTLET

#2882 INLET RIM=683.31 IE 10" N=679.57

#21764 INLET RIM=686.29 T/WATER=682.19 BOTTOM=679.29 NO VISIBLE OUTLET

S80° 43' 44"W 8.97'

S09° 16' 16"E 48.27'

#21784 SAN RIM=687.36 IE 8" N,S=670.76 IE 8" SW=670.86

DESCRIPTION

NO. DATE

#3159 STM RIM=684.52 UNABLE TO OPEN

MATCHLINE SEE SEE C2.3 FOR CONTINUATION

ILLINOIS

DRAWN BY:

MV/TK

5.14'

#2743 INLET #2746 RIM=683.43 WVV IE 10" S=679.72 RIM=683.77 T/PIPE N-S=677.72 WATER FILLED

' 44"E N80° 43 86.11'

N85° 58' 54"E 63.10'

TEMPORARY CONSTRUCTION EASEMENT PER 7487965

DRAWING NO. GRAPHIC SCALE

S04° 01' 06"

#20525 STM RIM=685.94 #20526 IE 12" N,SW=678.74 INLET

#20241 INLET RIM=683.76 IE 10" S=680.21

U 99 O AL F /19 F 6 BU 0/0 1 C RE

N04° 01' 0

#20598 INLET

#20478 FES IE=679.79

#2789 8 INLET WN 04 1 O 3 RIM=683.35 44 ET . V C IE 10" N=678.15 9 O GR NIT - DO IE 12" W=678.15

151.30'

333.60'

#23131 STM RIM=684.94 IE 10" S=680.84

#20567 24" FES IE=679.58

NT CE

#20099 STM RIM=684.96 IE 12" W=676.86 #20102 GREASE TRAP RIM=685.11 #20101 WVV RIM=684.96 T/PIPE 8" E-W=679.86

S04° 43' 20"E

4 N06° 35' 4

PEDESTRIAN ACCESS EASEMENT PER DOCUMENT 5593528

1 STORY BRICK BUILDING 99,958 SQ. FT. #108-228 MCHENRY ROAD

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

#2840 INLET RIM=683.38 IE 10" S=679.70

ENT

#21763 SAN RIM=686.53 IE 6" N,E,W,NW=679.28

STRUCTURE/TREE TO BE REMOVED

#20093 SAN RIM=684.36 UNABLE TO OPEN

15.13'

FOUND IRON PIPE 0.08 S. & 0.63' E.

CONCRETE PAVEMENT OR SIDEWALK REMOVAL (FULL-DEPTH)

#2926 INLET RIM=683.45 IE 10" N,S=678.40 IE 12" W=678.40

LOT 2 NOT INCLUDED

#21715 INLET RIM=686.34 T/WATER=682.24 BOTTOM=679.52 NO VISIBLE OUTLET

MILL AND RESURFACE OR FULL DEPTH REMOVAL AS NEEDED

#2976 INLET RIM=683.52 IE 24" E,W=674.52

79.25'

N00° 15' 59"W 19.00'

#3993 INLET RIM=685.57 IE 12" NE,NW=679.19

215.41'

#4198 INLET RIM=685.52 UNABLE TO OPEN

S89° 44' 01"W

18. THESE DRAWINGS DO NOT INCLUDE THE REMOVAL OF UNDERGROUND STORAGE TANKS. SHOULD UNDERGROUND STORAGE TANKS BE ENCOUNTERED, CONTRACTOR TO CONTACT OWNER AND ENGINEER TO DETERMINE RESPONSIBILITY FOR ANY ENVIRONMENTAL REMEDIATION OR REMOVAL WORK AS NECESSARY. ANY REMOVAL OF UNDERGROUND STORAGE TANKS MUST BE IN CONFORMANCE WITH LOCAL AND STATE STANDARDS.

BUFFALO GROVE

67.42'

147.99'

15. COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION TO THE FINAL LINES AND GRADES SHOWN ON THE CONTRACT DOCUMENTS. BACKFILL MATERIAL SHALL BE IDOT APPROVED AGGREGATE (CA-6) OR APPROVED EQUAL.

#20092 STM RIM=685.01 IE 12" S=679.66

#20122 STM RIM=685.65 IE 48" N,S=673.15 IE 10" W=677.80 50.00' S89° 44' 01"W

S89° 44' 01"W

70.00'

14. DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.

DEMOLITION LEGEND

65.00' S89° 44' 01"W

#8782 STM RIM=687.90 IE 24" E=682.95 IE 24" SW=678.72

13. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO MINIMIZE DUST AND DIRT FROM RISING AND SCATTERING IN THE AIR. COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.

THE CLOVE

#21540 INLET RIM=683.91 IE 10" NE=680.43 63.25'

N00° 15' 59"W 42.71'

EXISTING UTILITIES TO BE ABANDONED ARE TO BE CAPPED AT BOTH ENDS AND FILLED WITH FA-1 OR APPROVED EQUAL. ALL UNDERGROUND UTILITIES TO BE REMOVED ARE TO HAVE THEIR TRENCHES BACKFILLED WITH ENGINEERED FILL OR SELECT EXCAVATED MATERIAL, AS APPROVED BY THE GEOTECHNICAL ENGINEER, TO 95% OF MODIFIED PROCTOR DENSITY.

CONC. CURB/GUTTER OR UTILITY LINE TO BE REMOVED

ENT ACCESS EASEM

ACCESS EASEMENT

R=210.00'

A=30.58'

EXISTING UTILITIES, WHICH DO NOT SOLEY SERVICE STRUCTURES BEING DEMOLISHED, ARE TO BE KEPT IN SERVICE AND PROTECTED AGAINST DAMAGE DURING DEMOLITION OPERATIONS. CONTRACTOR SHALL ARRANGE FOR SHUT-OFF OF UTILITIES SERVING STRUCTURES TO BE DEMOLISHED. CONTRACTOR IS RESPONSIBLE FOR TURNING OFF, DISCONNECTING, AND SEALING INDICATED UTILITIES BEFORE STARTING DEMOLITION OPERATIONS.

EASEMENT PER DOC. 2737813

#4012 INLET RIM=685.37 IE 24" N,W=674.57 IE 12" SE=675.57

ELECTRIC METER TO BE REMOVED (TYP.)

#21786 INLET A=22.04' R=77.00' RIM=684.44 CB=N82°04'08"W IE 18" E,W=677.37 IE 12" S=677.64

17. EXISTING MONITORING WELLS ARE TO BE REMOVED AS NECESSARY AND SEALED BY STATE LICENSED WELL DRILLER PER ILLINOIS DEPARTMENT OF PUBLIC HEALTH REQUIREMENTS AND/OR LOCAL/COUNTY REQUIREMENTS.

BUILDING TO BE REMOVED

FOUND IRON PIPE 0.09' W.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS, PAVEMENTS AND UTILITIES TO REMAIN FROM ANY DAMAGE AND SHALL BE RESPONSIBLE FOR REPAIRING THE SAME.

A=119.00'

#21848 STM RIM=685.56 #21881 IE 10" N=679.76 SAN #21510 IE 12" SE=679.81 RIM=685.19 INLET 3 PHASE ELECTRIC LINE TO BE IE 12" SW=676.96 IE 8" N,SE,S=669.56 RIM=684.47 RELOCATED. IE 10" NW=680.72 EXCEPTION TO BLANKET EASEMENT R=425.00'

426.01'

A=28.99' R=125.49' CB=N47°20'41"E #22080 INLET RIM=686.95 IE 12" N=680.27 IE 10" S,W=680.27 S39° 36' 19"E 11.10' #22072 INLET N52° 51' 30"E 13.76' RIM=686.46 IE 10" N=682.05 #21978 WVV RIM=680.10 243.32' N89° 44' 01"E T/PIPE 10" E-W, 8" S=680.10

CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES.

16. SEE LANDSCAPE PLANS FOR INFORMATION ON LANDSCAPE AND TREE PROTECTION, PRESERVATION, AND REMOVAL.

#3046 STM RIM=683.90 IE 48" N,S=673.13

30.95'

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

#21815 INLET RIM=684.46 IE 30" N=674.40 IE 36" S=674.40

ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED AS WORK PROGRESSES AND AS APPROVED BY THE OWNER. SALVAGED ITEMS MUST BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED.

PROJECT MANAGER: NO.

41 82. ' 02"E 00'

N24° 41' 02"E 42.14'

12. REMOVAL, ABANDOMENT, AND RELOCATION OF EXISTING UTILITIES SHALL BE COMPLETED AS GENERALLY DEPICTED ON THESE PLANS. CONTRACTOR TO COORDINATE RELOCATIONS WITH THE UTILITY OWNER. CONTRACTOR SHALL MINIMIZE DISRUPTION OF SERVICE AND SHALL WORK WITH UTILITY OWNER TO MAINTAIN AN ACCEPTABLE LEVEL OF SERVICE. EXCEPTION TO BLANKET

#3082 INLET RIM=683.53 IE 12" SW=678.79

#21839 SAN TREE TO BE RIM=685.32 REMOVED IE 8" N,E=679.07 (TYP.) #21840 INLET RIM=684.41 IE 12" N,SW=679.44 TRANSFORMER TO REMAIN

STRUCTURES TO BE DEMOLISHED SHALL BE VACATED AND DISCONTINUED FROM USE PRIOR TO START OF WORK. OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF STRUCTURES TO BE DEMOLISHED. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE MAINTAINED BY OWNER IN SO FAR AS PRACTICABLE. HOWEVER, VARIATIONS WITHIN THE STRUCTURES MAY OCCUR BY OWNER'S REMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF DEMOLITION WORK.

11. CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UNDERGROUND AND OVERHEAD UTILITIES DURING CONSTRUCTION. UTILITY PROTECTION SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY OWNER AND THE GOVERNING MUNICIPALITY. DAMAGED CABLES/CONDUITS SHALL BE REPLACED IMMEDIATELY. ALL EXISTING STRUCTURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS. ALL DAMAGED STRUCTURES SHALL BE REPLACED IN-KIND AND THEIR REPLACEMENT COST SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.

PYLON SIGN

#4130 INLET RIM=686.02 IE 24" NE,SW=677.92 IE 12" NW=678.37

#22284 #21827 GREASE TRAP INLET RIM=685.57 RIM=684.25 IE 12" S=680.15 IE 12" NW=680.20

N04° 01' 06"W 74.98' (74.97')

12.00'

#3131 INLET RIM=683.54 IE 12" N,SW=676.39

10. ALL PRIVATE UTILITIES (ELECTRIC, CABLE, TELEPHONE, FIBER OPTIC, GAS) SHALL BE REMOVED AND RELOCATED PER THE UTILITY OWNER AND THE LOCAL MUNICIPALITY'S REQUIREMENTS.

#4135 INLET RIM=686.03 IE 12" SE,NW=680.33 70.00'

#4162 SAN RIM=686.30 UNABLE TO OPEN

#22285 GREASE TRAP RIM=685.58

N2 4°

A=74.99' R=375.00' CB=N30°24'49"E

#3345 STM RIM=684.54 UNABLE TO OPEN

#4814 INLET RIM=686.46 IE 12" SW=681.61

CONTRACTOR MUST RECEIVE APPROVAL FROM CIVIL ENGINEER AND GEOTECHNICAL ENGINEER FOR THE MATERIAL TYPE AND USE IF CONTRACTOR DESIRES TO REUSE DEMOLISHED SITE PAVEMENT AS STRUCTURAL FILL.

BRICK PAVERS TO BE REMOVED

785.34'

#22227 INLET RIM=685.80 IE 18" E=673.75 IE 18" NW=674.07

66. 02'

BRICK PAVERS TO ASEMENT ACCESS EBE REMOVED #4783 SAN RIM=686.80 UNABLE TO OPEN

#3852 INLET RIM=683.53 BUILDING HEIGHT IE 10" S=677.02 20.6'

#22283 STM RIM=685.99 IE 10" S=680.84 #22286 GREASE TRAP RIM=685.59

ROAD OLD CHECKER

121.50'

FOUND IRON PIPE AT CORNER

61.25'

11.52'

12.72'

61.36'

#22310 SAN RIM=686.11 IE 8" N,S=669.11 IE 6" E=669.11 #22245 IE 9" E=676.76 INLET RIM=684.20 IE 10" E=680.63

A=22.80' R=150.00' CB=N29°02'17"E

N38° 26' 06"E

#7256 WVV RIM=684.88 T/PIPE 10" N-S=679.68 #7255 WVV RIM=684.83 T/PIPE 10" N-S=679.50

#5064 #4806 INLET WVV RIM=686.37 RIM=686.78 IE 12" S=682.37 T/PIPE 12" N-S=682.28

9"E

16.03'

A=29.86' R=97.00' CB=N42°11'34"E

N53° 51' 25"W

#4932 INLET RIM=683.95 UNABLE TO OPEN

#4805 WVV RIM=686.78 T/PIPE 12" E-W=682.09

DEMOLITION PLAN - AREA 2

9.00'

A=24.01' R=25.00' CB=N23°29'45"E

S56° 37' 28"E

N85° 58' 54"E

487.58'

ACCESS EASEM

25.03'

ALL PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS TO REMAIN SHALL BE SAWCUT FULL DEPTH AT THE EDGES PRIOR TO REMOVAL TO OBTAIN A "CLEAN" JOINT WHERE IT ABUTS NEW CURB OR PAVEMENT.

REVISIONS

N04° 01' 06"W

#22403 STM RIM=686.16 IE 30" NE,SW=675.10 IE 12" SE=675.43

#22552 INLET RIM=686.07 IE 12" N=679.23 IE 12" W=676.79

'2 S09° 16

#22550 INLET RIM=684.78 IE 12" E,SW=676.38

BUILDING CORNER 12.71' N.

#8584 INLET RIM=687.94 IE 12" E=685.72

ORIGINAL ISSUE DATE: APRIL 21, 2022

17.00'

#5016 INLET RIM=684.54 IE 10" N=680.61

SIDEWALK AND ON-SITE PAVEMENT BUILDINGS, FOUNDATIONS, AND SUPPORTING WALLS AND SLABS UTILITIES CONSTRUCTION DEBRIS

20360

ENT ACCESS EASEM

#22587 GREASE TRAP RIM=686.23

#5187 SAN RIM=687.30 IE 8" N,SW=680.40

TE 83 S ROU

S85° 58' 54"W

16.97'

I ILLINO

#5340 INLET RIM=684.50 IE 10" N=677.75 IE 12" E=677.87 IE 10" S=678.00 IE 8" NW=678.13

BUILDING HEIGHT 20.9'

1 STORY BRICK BUILDING

N49° 01' 06"W

THE EXTENT OF DEMOLITION WORK IS AS GENERALLY SHOWN ON THE CONSTRUCTION DOCUMENTS. SPECIFIC DEMOLITION PROCESSES OR PROCEDURES FOR DEMOLITION AND STRUCTURAL CONSIDERATIONS ARE THE RESPONSIBILITY OF OTHERS. DEMOLITION INCLUDES, BUT IS NOT LIMITED TO, REMOVAL AND DISPOSAL OFFSITE OF THE FOLLOWING ITEMS:

· · · ·

BUILDING FOOTPRINT = 22,692 SQ. FT. #270-314 McHENRY ROAD

312.36'

#22673 INLET RIM=687.28 IE 10" W=684.15

#5399 INLET RIM=684.56 IE 10" S=680.76

EXCEPTION TO BLANKET EASEMENT

#22795 INLET RIM=687.90 IE 18" S,NW=674.43

DEMOLITION PLAN

PROJECT NO.:

N04° 01' 06"W

#22755 WVV RIM=685.60 T/PIPE 10" N-S-W=679.80

C2.2

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C2.1 Demo20360 S03.dwg 5/10/2022

MATCHLINE SEE SEE C2.2 FOR CONTINUATION

STM RIM=685.94 #20526 #20598 IE 12" N,SW=678.74 INLET INLET RIM=685.64 RIM=685.62 FOUND DISK 0.10' E. & 0.14 N. IE 12" N=681.52IE 12" W=682.04 #20267 IE 24" NE=679.27 #20617 BOLLARDS INLET IE 24" S=679.30INLET TO REMAIN RIM=684.17 RIM=686.37 IE 10" N=680.22 IE 12" NE=677.74 N89° 35' 41"E 138.55' IE 12" SE=675.85 IE 12" W=675.97 TRANSFORMER TO REMAIN

DESCRIPTION

E E

#1076 INLET RIM=682.72 IE 12 E,W=678.42

#1063 INLET RIM=682.77 IE 12" E=678.87

#20392 48" FES IE=671.43

#8293 INLET RIM=684.05 IE 12" E,W=680.40

#11015 INLET RIM=684.04 INLET IE 12" NE=680.94 RIM=684.07 IE 12" E,W=680.67 IE 12" W=680.90

#8261 88.02' INLET S85° 58' 40"W RIM=683.80 #8360 IE 12" W=681.89 INLET RIM=683.94 IE 12" N,SE=681.14

#8307 FOUND CROSS AT CORNER

FOUND IRON PIPE 0.22 N'LY & 0.07' E'LY

0.76' E'LY & 0.07' N'LY

0"W 9' 2 3 ° 69

#10756 SAN RIM=682.05 IE 6" SE,W=676.25

AC SS

A =14

STORMWATER DETENTION EASEMENT 2 PER DOC 4248745

9.5 9'

#10564 STM RIM=679.13 IE 24" NE=671.22 IE 24" S=671.75 IE 12" W=673.71

PARCEL 3A STORMWATER DETENTION EASEMENT 2 PER DOC 4248745

N80° 3

0' 23"W

183.88

PYLON SIGN

N01° 19' 44"E 23.30'

NO. DATE

41'

#10672 INLET RIM=678.87 IE 12" W=675.77

10701 STM IE 48" N,S=673.91 6 31.8 2 = A

GRATE=675.56 IE 24" RCP=671.46

ILLINOIS

DRAWN BY:

MV/TK

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

PROJECT MANAGER: NO.

#23030 18" FES IE=672.58 P.O.B. PARCEL 3A #10291 INLET RIM=678.95 IE 18" N,E,W=672.55

7' 159.8

. S.L . B 5'

FOUND IRON ROD 0.54 N'LY & 1.12' E'LY

LOT 1 WALGREEN'S BUFFALO GROVE RESUBDIVISION

#10244 INLET RIM=678.92 IE 18" S,W=673.42

LOT 1 TOWN CENTER SUBDIVISION

87.69

" 13' 04 S13°

215.7

10431 INLET RIM=680.39 IE 12" E=676.02

#10435 INLET RIM=680.40 IE 12" E,W=675.90

R=14

56' 32

N11°

LOT 2 WALGREEN'S BUFFALO GROVE RESUBDIVISION

P.O.C. EXCEPTION TO PARCEL 3

.83' 159

N. FACE OF WALL 0.53' N.

A=19.17' R=1498.91' CB=S09°38'28"E

BUFFALO GROVE

#10076 SAN RIM=682.47 IE 8" N,W=678.45

#21411 INLET RIM=684.14 IE 10" N=677.07 FOUND DISK

#1050 SAN RIM=683.91 #1093 #8285 SAN IE 8" N,W=675.21 INLET RIM=684.40 IE 8" E=675.31 RIM=683.59 IE 8" E,W=677.62 IE 48" SE,NW=671.31

#8068 WVV RIM=682.99 FOUND IRON PIPE AT CORNER T/PIPE E-W=675.71 WATER FILLED

R =2

LAK

4' 47.2

D A O

ED T ICA .W. D DE R.O E OR IDTH F TO LE W E R HE RIAB VA

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

202.59'

#2279 GREASE TRAP RIM=685.26

THE CLOVE

TEMPORARY CONSTRUCTION EASEMENT PER 7487965

29.

#21344 SAN RIM=681.94 BUILDINGIE CORER 8" E=678.82 S. IE4.73' 8" W=678.85

E E

#7602 #7597 INLET GREASE TRAP RIM=684.95 RIM=685.55 IE 10" S=677.30

S86° 26' 20"W N21° 49' 45"W 72.15'

#2281 GREASE TRAP RIM=685.23 #2280 GREASE TRAP RIM=685.21

' 29"E S09° 16 138.23'

#21398 SAN RIM=684.52 IE 10" E,W=675.40 IE 8" S=675.40

62.38'

TRANSFORMER TO REMAIN

132.11' ' 17"W N07° 59

134.19'

P.O.C. PARCEL 3A #21308 SAN RIM=684.65 UNABLE TO OPEN

#2308 INLET RIM=683.85 #2282 IE 12" N=680.92 SAN RIM=685.23 IE 6" E,S=679.58

#1136 INLET RIM=682.46 IE 12" N=679.75

AD) RY RO ICATED D (McHEN E D OFORE .O.W. HERET LE WIDTH R VARIAB

LOT 2 NOT INCLUDED

DEMOLITION PLAN - AREA 3

' 43"E N82° 00 84.71'

15.9'

#21164 INLET RIM=684.52 IE 10" W=681.06

TE 83

FOUND IRON PIPE 0.41' W.

#2120 INLET FIRE LANE EASEMENT RIM=683.04 PER DOC. 4431048 IE 10" E=678.14 IE 10" S=678.34 #2132 #2131 IE 12" W=678.24WVV #2367 WVV RIM=683.82 INLET RIM=683.93 T/PIPE 10" N-S=676.62 RIM=684.20 T/PIPE 10" E-W=676.78 IE 10" E,W=679.80 IE 12" S=679.80 BUILDING HEIGHT

295.83'

93.88'

#2369 STM RIM=685.39 IE 10" NE=680.34 IE 10" SW=680.07

FOUND CROSS AT CORNER

' 29"E

CUT AND CAP EXISTING GAS MAIN

#8132 INLET RIM=683.28 IE 10" SW=680.65

S09° 16

#1582 STM RIM=683.92 IE 48" N,SE=671.88

IS ROU

FOUND IRON PIPE AT CORNER

MENT ACCESS EASE #2102 INLET RIM=682.96 IE 10" N=677.98 IE 12" W=677.92

ORIGINAL ISSUE DATE: APRIL 21, 2022

.L.

#1249 INLET RIM=684.51 IE 12" E=675.79 IE 10" W=680.31

BUILDING HEIGHT 49.0'

#21220 INLET RIM=684.01 IE 10"N00° E=677.01 34' 45"E IE 12" W=675.46 23.72'

ILLINO

35' B.S

MENT ACCESS EASE

427.88'

#2085 INLET RIM=683.19 IE 10" S=679.45

P.O.B. EXCEPTION TO PARCEL 3

20360

#2487 SAN RIM=684.33 IE 8" N,W=678.02

N01° 03' 14"W

#1666 SAN RIM=683.85 IE 8" E,S=677.19

REVISIONS

N80° 43' 44"E 11.00'

#2070 INLET RIM=683.17 IE 10" N=679.62

#21123 INLET RIM=686.24 IE 12" N,S=681.94

#21243 INLET RIM=685.62 IE 12" N=682.62

#7729 INLET RIM=684.58 IE 12" N=679.07 IE 12" E=677.34

125.00'

BUILDING TO BE REMOVED

THAT PART TAKEN PER CONDEMNATION CASE RECORDED AS DOC. 7487965

' 16"E

INLET RIM=684.86 IE 10" N=680.82

#20880 INLET RIM=684.86 IE 10" S=681.64

TRANSFORMER TO REMAIN

#7665 INLET RIM=684.89 IE 10" S=679.94

#7642 INLET RIM=684.90 #2680 IE 12" SW=681.30 INLET RIM=684.89 IE 10" NE=680.69 IE 10" SE=680.54 IE 10" NW=680.52 #7752

PROJECT NO.:

EXCEPTION TO BLANKET EASEMENT

#2608 STM RIM=685.16 IE 10" NE,SE=680.42 IE 12" W=680.23

#2057 INLET PARCEL 3 RIM=683.36 1 IE 12" LOT E=678.18 IE 10" S=678.26 IE 15" W=678.19

#20824 INLET RIM=684.84 IE 10" N=679.49 IE 12" W=676.66

BOLLARDS TO REMAIN

T 1 CH N O L BA IO N IS FIRBDIV SU

PYLON SIGN

S09° 16

#21048 INLET RIM=685.54 IE 24" N=679.64 IE 12" S=681.49

TRANSFORMER TO REMAIN

STRUCTURE/TREE TO BE REMOVED

S80° 43' 44"W 5.00'

LOT 1 TURNBERRY SUBDIVISION

#20807 INLET RIM=683.99 IE 12" E,W=675.49

CONC. CURB/GUTTER OR UTILITY LINE TO BE REMOVED

117.23'

#23129 INLET RIM=684.88 IE 10" S=679.98 #20799 WVV RIM=684.63 T/PIPE 10" N,S,W=679.23

BOLLARDS TO REMAIN

CONCRETE PAVEMENT OR SIDEWALK REMOVAL (FULL-DEPTH)

LOT 2 BUFFALO GROVE TOWN CENTER UNIT 7 NOT INCLUDED

155.91'

#20925 STM RIM=686.49 IE 48" NE,S=672.27

63.10' S85° 58' 54"W

#7555 SAN #11066 RIM=684.99 STM IE 6" N=679.04 RIM=686.11 IE 8" S=679.04 IE 6" N,E=681.21 IE 10" W=681.16

#2049 INLET RIM=683.42 IE 10" N=679.59

MILL AND RESURFACE OR FULL DEPTH REMOVAL AS NEEDED

' 16"E S09° 16

#20699 SAN RIM=684.97 IE 8" E=673.37 #20781 IE 8" S=673.57 WVV RIM=684.92 T/PIPE 10" N-S=679.62

S04° 01' 06"E 67.10'

#20249 INLET RIM=684.06 IE 10" N=679.31 IE 12" E,W=675.06 IE 10" S=679.61

#20268 INLET RIM=684.43 IE 48" NE,W=672.68 #20111 SAN RIM=684.44 UNABLE TO OPEN

ACCESS EASEMENT PER DOCUMENT 5593529

#2042 INLET RIM=683.38 IE 10" N=678.08 IE 10" SE=679.63 BUILDING HEIGHT IE 10" S=678.1317.3' IE 12" W=678.08

#20108 INLET RIM=684.81 IE 10" N=679.61 IE 12" W=676.51

64.32'

67.10' N04° 01' 06"W

FOUND IRON PIPE 0.54' N. & 0.04' E.

DEMOLITION LEGEND

R K O

O C E

#10733 WVV RIM=678.09 T/PIPE N-S=667.46 A=83.81' R=2356.83' WATER FILLED CB=S66°41'02"W

DRAWING NO. #10559 TEMPORARY CONSTRUCTION STM EASEMENT PER 7487965 #10544 #10535 RIM=678.86 INLET IE 24" N,NE=670.96 RIM=678.04 INLET IE 36" S=670.76 RIM=677.60 IE 12" E=673.94 IE #10491 IE 12" S=673.99 12" N=674.31 INLET

GRAPHIC SCALE

C2.3

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C2.1 Demo20360 S03.dwg 5/10/2022

MATCHLINE SEE THIS SHEET FOR CONTINUATION

N25° 58' 54"E 62.13'

S04° 43' 20"E

4"W N06° 35' 4

EXISTING RETAIL TO REMAIN LOT 9

151.30'

333.60'

2 STORY BRICK BUILDING

N04° 01' 06"W

' 16"E

EXISTING RESTAURANT TO REMAIN

155.91'

63.10' S85° 58' 54"W

MATCHLINE SEE THIS SHEET FOR CONTINUATION

312.36'

S09° 16

S04° 01' 06"E 67.10'

LOT 4

138.55'

67.10' N04° 01' 06"W

PROPOSED MIXED USE

5.14' ' 44"E N80° 43 86.11'

LOT 3 S80° 43' 44"W 5.00'

' 16"E

S09° 16 125.00'

N01° 03' 14"W

TE 83 AD) RY RO ED (McHENRE DEDICAT . OFO .O.W HERET LE WIDTH R VARIAB

295.83'

N21° 49' 45"W 72.15'

' 29"E S09° 16 138.23'

132.11' ' 17"W N07° 59

N00° 34' 45"E 23.72'

IS ROU

' 29"E

' 43"E N82° 00 84.71'

EXISTING RESTAURANT TO REMAIN

S09° 16

K ETBAC KING S

ETBAC

PROPOSED GROCER 43,365 SF

ILLINO

20' PAR

DING S

35' BUIL

427.88'

LOT 2

N80° 43' 44"E 11.00'

88.02' S85° 58' 40"W

S86° 26' 20"W

202.59' "W

A=19.17' R=1498.91' CB=S09°38'28"E

.83' 159

N11°

.5 9 ' A =149

' 20

° 39 S69

87.6 9'

1' 215.7

13' 04

R=14

S13°

"W 56' 32

LOT 1

N80° 3

0' 23"W

183.88

K ING AC ILD U TB B E ' S 5 3 ING RK PA ' 0 2

N01° 19' 44"E 23.30'

7' 159.8

T SE

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

PROPOSED RESTAURANT

453.55'

ILLINOIS

S09° 16' 16"E 48.27'

LOT 7

N85° 58' 54"E 63.10'

N89° 35' 41"E

N89° 41' 29"E

BUFFALO GROVE

PARK PROGRAMMING BY OTHERS LOT 5

DRAWN BY:

S80° 43' 44"W 8.97'

MV/TK

S00° 15' 59"E 15.13'

THE CLOVE

63.25' S89° 44' 01"W 50.00' S89° 44' 01"W N00° 15' 59"W 12.00'

MOBILE GENERATOR

N00° 15' 59"W 19.00'

215.41'

PROPOSED RETAIL 4,210 SF

OVERALL LAYOUT PLAN

67.42'

147.99'

S89° 44' 01"W

DESCRIPTION

A=22.04' R=77.00' CB=N82°04'08"W

A=30.58' R=210.00' N00° 15' 59"W 42.71'

243.32'

TBACK

R=425.00'

426.01'

A=119.00'

TBACK

13.76'

ORIGINAL ISSUE DATE: APRIL 21, 2022

11.10'

ING SE

K 20' PAR

N52° 51' 30"E

EXISTING RETAIL TO REMAIN (ENTERTAINMENT)

LOT 6

ING SE

S39° 36' 19"E

65.00' S89° 44' 01"W 201.50' S00° 15' 59"E 19.00'

30.95'

A=28.99' R=125.49' CB=N47°20'41"E

LOT 8

S89° 44' 01"W

PROPOSED PARKING DECK

PROJECT NO.:

N38° 26' 06"E

N89° 44' 01"E

N06° 34' 55"W 70.43'

12.00'

D TE ICA .W. D E R.O ED OR IDTH F TO LE W RE HE RIAB VA

41'

N53° 51' 25"W

N04° 01' 06"W 74.98' (74.97') N24° 41' 02"E 42.14'

29.

A=74.99' R=375.00' CB=N30°24'49"E

PROPOSED RETAIL 6,167 SF

D 35' BUIL

N06° 34' 55"W 43.45' N89° 44' 01"E 34.21'

S06° 34' 55"E 45.00' N89° 44' 01"E 40.17' S00° 15' 59"E 8.00' N89° 44' 01"E 14.60' S84° 33' 21"E 29.55' N00° 15' 59"W 10.94'

N2 4° 41 82. ' 02"E 00'

N83° 25' 05"E 14.00'

N47° 13' 38"W 35.42'

11.52'

A=22.80' R=150.00' CB=N29°02'17"E

3 TE 8

S56° 37' 28"E

9 S5

' 19

785.34'

A=29.86' R=97.00' CB=N42°11'34"E

3.2 14

N88° 58' 54"E 7.84'

NO. DATE

ROAD

LOT 11

' W 00 16" . 0 ' 4 8 °0 0 S5

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

OLD CHECKER

0°

REVISIONS

487.58'

TE 83

A=24.01' R=25.00' CB=N23°29'45"E

N85° 58' 54"E

' 29"E

25.03'

9.00' 16.03'

N04° 01' 06"W

EXISTING RETAIL TO REMAIN

6 '1

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID E TO HER RIABLE VA

17.00'

IS ROU ILLINO

S85° 58' 54"W

A=34.38' R=40.00' CB=S74°45'31"W

S09° 16

16.97'

LOT 10 COMMERCIAL WITH DRIVE-THRU

20360

312.36'

N49° 01' 06"W

6 4.

PROJECT MANAGER: NO.

DRIVE THRU

N04° 01' 06"W

A=68.52' R=1093.04' CB=S27°40'04"E

4 ' AD 47.2RO 3 2 R= OK

O ' 1.86 KE C 3 2 LA A= A=83.81' R=2356.83' CB=S66°41'02"W

DRAWING NO. GRAPHIC SCALE

C3.0

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C3.0 OvSite20360 S03.dwg 5/10/2022

PAVING LEGEND

DESCRIPTION

ASPHALT RESURFACING OR FULL DEPTH PAVEMENT AS NECESSARY

CONCRETE SIDEWALK

A=68.52' R=1093.04' CB=S27°40'04"E

MILL AND RESURFACE

A=34.38' R=40.00' CB=S74°45'31"W

6 4. 22

PROJECT NO.: BUILDING HEIGHT 32.1'

NOTES: 1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.

FOUND PK NAIL 0.40' NW. & 0.02' N.

FOUND PK NAIL 0.37' W'LY. & 0.14' N

2. ALL PROPOSED ON-SITE STRIPING SHALL BE PAINTED YELLOW UNLESS OTHERWISE NOTED.

THE CLOVE

BUILDING HEIGHT 28.3'

LAYOUT PLAN - AREA 1

EXISTING RETAIL TO REMAIN (ENTERTAINMENT)

3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED.

N89° 41' 29"E

N25° 58' 54"E 62.13'

4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESS OTHERWISE NOTED.

453.55'

ILLINOIS

ORIGINAL ISSUE DATE: APRIL 21, 2022

TE 8

N47° 13' 38"W 35.42'

BUFFALO GROVE

9 S5

DRAWN BY:

9"W

1 9' °1

MV/TK

4 3.2 14

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID ETO HER RIABLE VA

N88° 58' 54"E 7.84'

FOUND PK NAIL 0.35' NW.

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

PROPOSED MONUMENT SIGN LOCATION

PROJECT MANAGER: NO.

LOT 11

REVISIONS

W 0' .0 16" 0 4 8' 0 0° 5 S

20360

0 0° 5 N

NO. DATE

" 16 ' 8

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

BUILDING HEIGHT 32.7'

EXISTING RETAIL TO REMAIN 2 STORY BRICK BUILDING

LOT 9

DRAWING NO. 2

GRAPHIC SCALE

MATCHLINE SEE SEE C3.2 FOR CONTINUATION

C3.1

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C3.1 Site20360 S03.dwg 5/10/2022

MATCHLINE SEE SEE C3.1 FOR CONTINUATION

50 .

A=22.80' R=150.00' CB=N29°02'17"E

28'

N2 4° 41 82. ' 02"E 00'

64.

15'

PROPOSED RETAIL 6,167 SF

N04° 01' 06"W 74.98' (74.97')

PROPOSED PARKING DECK

9' TYP.

30.95'

PROJECT NO.:

N24° 41' 02"E 42.14'

12.00'

N38° 26' 06"E

18.5'

N53° 51' 25"W

25.1'

25'

FOUND IRON PIPE AT CORNER

A=74.99' R=375.00' CB=N30°24'49"E

32.7'

11.52'

15'

S56° 37' 28"E

LOT 6 24'

A=28.99' R=125.49' CB=N47°20'41"E

6 24.5'

18.5'

11.10' 6

R=210.00'

41.9'

A=22.04' R=77.00' CB=N82°04'08"W

FOUND IRON PIPE 0.09' W.

A=30.58'

18.5'

1 44.1'

N00° 15' 59"W 42.71' 65.00' S89° 44' 01"W

PROPOSED RETAIL 4,210 SF

63.25' S89° 44' 01"W

215.41'

25'

S89° 44' 01"W

N00° 15' 59"W 19.00'

50.00' S89° 44' 01"W

67.42'

147.99'

426.01'

243.32'

ETBAC

N89° 44' 01"E

R=425.00'

24'

A=119.00'

KING S

13.76'

SETBA

N52° 51' 30"E

20' PAR

10'

36'

19.5'

18.5'

LDING 35' BUI

24.5' 19'

S39° 36' 19"E

DESCRIPTION

ORIGINAL ISSUE DATE: APRIL 21, 2022

785.34'

A=29.86' R=97.00' CB=N42°11'34"E

44.2'

N00° 15' 59"W 12.00' 15.8'

24'

19.5'

10'

S00° 15' 59"E 15.13'

S80° 43' 44"W 8.97'

PARK PROGRAMMING BY OTHERS LOT 5

62.8'

14 1

18.5'

151.30'

333.60'

24'

25'

1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.

S04° 43' 20"E

4 N06° 35' 4

LOT 7

S09° 16' 16"E 48.27'

NOTES:

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

FOUND IRON PIPE 0.08 S. & 0.63' E.

OAD

ILLINOIS

R OLD CHECKER

16.03'

A=24.01' R=25.00' CB=N23°29'45"E

487.58'

BUFFALO GROVE

9.00'

N85° 58' 54"E

DRAWN BY:

25.03'

' 29"E S09° 16

N04° 01' 06"W

MV/TK

25'

17.00'

66.7'

60.3'

12 S85° 58' 54"W

THE CLOVE

3' 12.5' 10.5'

16.97'

EXISTING RETAIL TO REMAIN

NO. DATE

N49° 01' 06"W

54.8'

TE 83 IS ROU ILLINO

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

18.5'

30.5'

PROPOSED MONUMENT SIGN LOCATION

REVISIONS

BUILDING HEIGHT 20.9'

MAINTENANCE AS NECESSARY

PROJECT MANAGER: NO.

LOT 10 COMMERCIAL WITH DRIVE-THRU

CONCRETE SIDEWALK

LAYOUT PLAN - AREA 2

18.5'

312.36'

5.2' 43.4' 14.6'

3' 12.5' 10.5'

ASPHALT RESURFACING OR FULL DEPTH PAVEMENT AS NECESSARY

25'

8' 8' 8'

20360

24.5'

DRIVE THRU

N04° 01' 06"W

PAVING LEGEND

9' TYP.

1 10

5.14'

18.5'

' 44"E N80° 43 86.11'

N85° 58' 54"E 63.10'

EXISTING

GRAPHIC SCALE S04° 01' 06"

N04° 01' 0

MATCHLINE SEE SEE C3.3 FOR CONTINUATION

DRAWING NO.

C3.2

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C3.1 Site20360 S03.dwg 5/10/2022

MATCHLINE SEE SEE C3.2 FOR CONTINUATION

BUILDING HEIGHT 17.3'

CONCRETE SIDEWALK

155.91'

63.10' S85° 58' 54"W

18.5'

24'

18.5'

67.6'

MAINTENANCE AS NECESSARY

18.5'

25'

PROPOSED MONUMENT SIGN LOCATION

LOT 3

84'

DESCRIPTION

138.55'

ASPHALT RESURFACING OR FULL DEPTH PAVEMENT AS NECESSARY

' 16"E S09° 16

LOT 4

S04° 01' 06"E 67.10'

N89° 35' 41"E

PROPOSED MIXED USE

EXISTING RESTAURANT TO REMAIN

67.10' N04° 01' 06"W

FOUND DISK 0.10' E. & 0.14 N.

FOUND IRON PIPE 0.54' N. & 0.04' E.

PAVING LEGEND

36'

83.6'

23.8'

9' TYP.

FOUND IRON PIPE AT CORNER

88.02' S85° 58' 40"W

A=19.17' R=1498.91' CB=S09°38'28"E

FOUND CROSS AT CORNER

S86° 26' 20"W

202.59'

N21° 49' 45"W 72.15' FOUND DISK 0.76' E'LY & 0.07' N'LY

FOUND IRON PIPE 0.22 N'LY & 0.07' E'LY

0"W 9' 2 3 ° 69

.83' 159

S BUILDING CORER 4.73' S.

A =14

N. FACE OF WALL 0.53' N.

R=14

56' 32

87.69

" 13' 04 S13°

215.7

AC TB

G DIN

29.

UIL

B 35'

41'

7' 159.8

FOUND IRON ROD 0.54 N'LY & 1.12' E'LY

B ET

6 31.8 2 = A

0' 23"W

20 183.88

R =2

LAK

GS N I K

N80° 3

R ' PA

4' 47.2

D A O

ED T ICA .W. D DE R.O E OR IDTH F TO LE W E R HE RIAB VA

R K O

O C E NOTES:

A=83.81' R=2356.83' CB=S66°41'02"W

1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL PROPOSED ON-SITE STRIPING SHALL BE PAINTED YELLOW UNLESS OTHERWISE NOTED.

N01° 19' 44"E 23.30'

3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED.

PROPOSED MONUMENT SIGN LOCATION

ILLINOIS

MV/TK

9.5 9'

N11°

LOT 1

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

18.5'

10 9

BUFFALO GROVE

132.11' ' 17"W N07° 59

24'

10'

' 29"E S09° 16 138.23'

9' TYP.

EXISTING RESTAURANT TO REMAIN

AD) RY RO ICATED D (McHEN E D OFORE .O.W. HERET LE WIDTH R VARIAB

BUILDING HEIGHT 15.9'

FOUND IRON PIPE 0.41' W.

N00° 34' 45"E 23.72'

295.83'

DRAWN BY:

' 29"E

' 43"E N82° 00 84.71'

THE CLOVE

TE 83

S09° 16

FOUND CROSS AT CORNER

MOBILE GENERATOR

IS ROU

104

ILLINO

.3 '

PROPOSED GROCER 43,365 SF

TBACK

FOUND IRON PIPE AT CORNER

E KING S

LOT 2

SETBA

11.5'

49.3'

LDING

20' PAR

35' BUI

2 8.2'

LAYOUT PLAN - AREA 3

5.4'

427.88'

18'

24.5'

8' 8'

25'

ORIGINAL ISSUE DATE: APRIL 21, 2022

25'

20360

18.5'

N01° 03' 14"W

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

N80° 43' 44"E 11.00'

13.5' 7.2' 6'

13.9' 6'

6.1'

18'

PROJECT MANAGER: NO.

PROPOSED RESTAURANT

125.00'

6' 7'

' 16"E

18.5'

24'

S09° 16

9' TYP.

29'

REVISIONS

18.5'

24.5'

PROJECT NO.:

18.5'

S80° 43' 44"W 5.00'

NO. DATE

24'

4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESS OTHERWISE NOTED.

DRAWING NO. GRAPHIC SCALE

C3.3

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C3.1 Site20360 S03.dwg 5/10/2022

686.90 686.90 687.13 686.79 687.10 685.55 686.97 686.48 687.29 687.29 685.70 685.58 686.10 686.36 687.33 687.44 686.27 686.10 685.50 686.10 LOT 10 BUILDING HEIGHT COMMERCIAL 20.9' WITH 686.27687.56 685.45 686.10 687.30 DRIVE-THRU R 687.00 687.20 685.51685.57 687.38 .03 686.36 0 687.37 69 686.10 687.01 685.40 687.33687.40687.22 686.90 689.15 688.43 BUILDING CORNER R 686.65 RR 687.12 687.16 685.60 686.60 685.50 686.75 12.71' N. 9 7.9 8 687.11 6 685.42 685.72 68 686.56 7.5 68 685.49 5 7 685.80 .44 684.96 R 686.37 686.60 487.58' 58' 54"E 685.34 R °683.95 N85 684.51 KER ROAD EC687.25 OLD CH 6 6 7. 684.38 68 687.20 685.22 685.70 687.18 684.70 684.46 R 686.50 R 685.18 688.09 R 683.85HEIGHT 687.40 685.25 BUILDING R 687.20 684.95 687.40 20.6' 687.90 687.50 687.50 685.70 R 686.90 687.40 686.20 687.40 70.00' 686.18

3.4

685.30 685.00

9 3.4

8 0 3.6 3 6 68 83.3 6

WATER 6

0 4 9 .9 .8 67 679

7 9.7

4 7 9.8 6 67 67 9.7 8

FF 686.00

R 684.30

684.60

684.40

684.78 685.30

FF 686.00

684.32

R 683.90 685.30 685.50 684.90

685.20

683.90 685.40 684.70 686.00 685.30 R 683.60

684.70

684.16

684.00 R 683.50

' 43"E N82° 00 84.71'

683.90

686.00 685.40

MOBILE GENERATOR

N21° 49' 45"W 72.15'

S86° 26' 20"W

683.25

684.50 684.10

684.15

7 8 9.7 81.6 67 .21 9 86 4 12.677 7 1.7 1. 1.8 78 7 7 6 6 67 67 67671. 1..786 6 6 7 4.16 71 .8 67 46.46771 1.82 67 67

85 .85 1. 71 8607 6 7 . 3 8 1. 71 71.9 5 67 6 6 1.8 7 6

202.59'

.76

WATER

1 67

FOUND DISK 0.76' E'LY & 0.07' N'LY

4 1.8

0 .5 4.8 676

4 1.8 80 67 1. .83

0 1.0

FOUND IRON PIPE 67.82671 0.22 N'LY & 0.07' E'LY67711.83

.55

.81 71

3 1.8 4 67 71.8 1 6 8 83 1.8 78 67 . 1.7 .81 16. 67 671 671 6677171.8 .78 0

7' 159.8

.06 75 .82 1.93 6 1 67 67 0 1.8 2 9 67.79 7 . 6.0 1 1 67 .62 67 67 6 7 1 6 7 5.6 6.52 8.8 6 67766577.555.5 67 6 9.1 42 7 6 679.

FOUND IRON ROD 0.54 N'LY & 1.12' E'LY

0' 23"W

183.88

1 67

87.6

1.7

.82

0 6.3

1' 215.7

.80 71

DESCRIPTION

R=14

.95

N80° 3

4 67

6 6 4 1.8 71.7 67 4 6 . 191 6771.8 1.79 6 67 7 1.7 67

1 67 4 1.8 67

.5 9 ' A =149

.62 5 1.8 673

13' 04

7 1.8 67 7 8 1. 67

HWL = 678.50 NWL = 672.00 LOT 1

.83' 159

' 20

° 39 S69

WATER

N01° 19' 44"E 23.30'

A=19.17' R=1498.91' CB=S09°38'28"E

.12 1681.35 36 4 . 1 580 82 82. 8.5 9.66 6 6 67 67

S13°

"W 56' 32

6 .80 6.1 67 5.84 671 7 6 7 1.8 67 8 9 . 7 647 36 0.49. 6 68 67 1.8 67

FOUND CROSS AT CORNER

1.7 67

FOUND IRON PIPE AT CORNER

88.02' S85° 58' 40"W

R 682.72 R 682.77

684.41

N11°

BUILDING CORER 4.73' S. N. FACE OF WALL 0.53' N.

684.20

683.60

684.08

684.99 684.81 R 684.14

684.68

685.00 683.80

684.49

R 683.20

685.20

685.40

684.33

684.25

D TE ICA .W. D E R.O ED OR IDTH F TO LE W RE HE RIAB VA

41'

685.10 T/C 686.00 E/P 685.50

15.9'

AD) RY RO ED (McHENRE DEDICAT . OFO .O.W HERET LE WIDTH R VARIAB

N00° 34' 45"E 23.72'

685.50

132.11' ' 17"W N07° 59

R 684.04

295.83'

684.00

' 29"E S09° 16 138.23'

685.00 BUILDING HEIGHT

684.75

2 0 5.45.4 68 68 2 .4 5 68 4 8 5.45.3 68658.552.39 6868

TE 83

FOUND685.00 CROSS AT CORNER

684.24 FOUND IRON PIPE 0.41' W.

NO. DATE

REVISIONS

684.92 684.91

' 29"E

BUILDING HEIGHT 49.0'

FOUND IRON PIPE AT CORNER

S09° 16

685.30 684.80

685.00 684.80

IS ROU

LOT 2

684.00

686.00

685.80

684.60

684.00 R 683.60

FF 686.00

685.69

684.60 684.80

684.00

682.00

686.00

684.40

684.80

684.50 685.50

N80° 43' 44"E 686.96 11.00'

ILLINO

427.88'

685.40 T/C 686.00 E/P 685.50

R 684.89 684.71 125.00'

N01° 03' 14"W

R 684.20

S80° 43' 44"W 5.00'

R 684.90 686.30 685.90 R 686.80 R 684.89

T684.20 FF 686.00 686.15 685.60

685.10 R 684.60 685.40

685.20

' 16"E

686.00 685.20 R 684.84

R 685.29 685.19685.22

684.70685.40

685.30

685.30 685.20 R 683.99

LOT 3 686.00

684.70 R 684.00

685.40 685.20

687.50

S09° 16

684.20

685.30686.30 686.10 685.50

685.80

R 683.60

684.65 685.30

MATCHLINE SEE THIS SHEET FOR CONTINUATION

685.93 FF 686.50 63.10' S85° 58' 54"W

LOT 9

155.91'

685.20

5.14' 685.403' 44"E N80° 4 86.11' 686.00

R 685.20 685.55 686.09

685.50 685.30

684.65

685.18

BUILDING HEIGHT 32.7'

' 16"E

685.10 BUILDING HEIGHT 684.80 17.3'

684.25 R 684.43

453.55'

S09° 16

684.69 684.50

LOT 4

S04° 01' 06"E 67.10'

R 684.30

138.55'

N89° 35' 41"E

67.10' N04° 01' 06"W

R 683.76 684.25 R 684.04

FOUND DISK 0.10' E. & 0.14 N.

687.50

684.90

686.40 684.80 686.10 685.55 685.00 684.70 N85° 58' 54"E 0' 63.1686.03

685.00 FOUND IRON PIPE 0.54' N. & 0.04' E.

687.15

686.10

685.10 684.50684.50 684.40 685.30

.8 79

3 9 6.56.6 68 668.695 6 8 . 66 68

2 STORY BRICK BUILDING

151.30'

5 9 .9 67

333.60'

685.00 685.40R 684.30

.8 79

N25° 58' 54"E 62.13'

S04° 43' 20"E

4"W N06° 35' 4

LOT 7

N89° 41' 29"E

R 685.20

R 684.30 685.00 684.66

S09° 16' 16"E 48.27'

687.70

LOT 5686.70

685.70

2 5 9.7 9.8 6 67 67 79.7 6 0 9.8 67

.73

S80° 43' 44"W 8.97'

R 685.20

R 684.30

ILLINOIS

5 3.3 68

3.3

FOUND PK NAIL 0.40' NW. & 0.02' N.

FOUND PK NAIL 0.37' W'LY. & 0.14' N

BUFFALO GROVE

FOUND IRON PIPE 0.08 S. & 0.63' E.

3.3

DRAWN BY:

S00° 15' 59"E 15.13'

FOUND IRON PIPE 0.60' W. & 0.30' N.

685.00

MV/TK

4 3.3 68

R 684.01

FF 687.00

686.35

685.00

FF 686.00

684.10

THE CLOVE

215.41'

685.00

685.40 R 684.30

684.55

67.42'

685.50

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

63.25' R 683.91 684.29 S89° 44' 01"W 50.00' R 685.65 S89° 44' 01"W .27 6 N00° 15' 59"W 83 2 6 6 683. 3 . 3 12.00' 68 2

BUILDING HEIGHT 32.1'

684.75

686.00

688.33

685.40

BUILDING HEIGHT 28.3'

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

686.00 A=22.04' R=77.00' CB=N82°04'08"W 684.62

R 685.12

147.99'

686.00

PROJECT MANAGER: NO.

A=30.58' R=210.00' N00° 15' 59"W 42.71'

N00° 15' 59"W 19.00'

FOUND IRON PIPE 0.53' W. & 0.12' N

685.30 R 684.50

243.32'

S89° 44' 01"W

201.50' S00° 15' 59"E 19.00'

R=425.00'

OVERALL GRADING PLAN

A=119.00'

686.20 686.50 R 686.00 686.20 686.40 686.20 686.35 686.50 685.80 686.85

PROJECT NO.:

13.76'

WATER

S89° 44' 01"W

686.40

685.80 R 685.00

FOUND IRON PIPE 0.09' S. & 0.51' E.

65.00' S89° 44' 01"W

686.10 R 685.65 R686.30 685.90

29.

LOT 8

R 687.20

LOT 6

685.30685.00 R 685.20 R 684.50

11.10'

FOUND IRON PIPE 0.09' W.

N06° 34' 55"W 70.43'

FF 686.00

R 687.25

30.95'

687.40 687.50 687.40

687.30

685.70 686.50

N89° 44' 01"E

R 687.00

N52° 51' 30"E

N47° 13' 38"W 35.42'

FF 688.00687.40

687.40

A=28.99' R=125.49' CB=N47°20'41"E S39° 36' 19"E

687.93

N38° 26' 06"E

12.00'

426.01'

N06° 34' 55"W 43.45' N89° 44' 01"E 34.21'

N53° 51' 25"W

70.00'

N04° 01' 06"W 74.98' (74.97') N24° 41' 02"E 42.14'

W. FACE OF SIGN 0.4' E.

A=74.99' R=375.00' CB=N30°24'49"E

685.80 685.20

N. FACE OF SIGN 1.2' S.

S06° 34' 55"E 45.00' N89° 44' 01"E 40.17' S00° 15' 59"E 8.00' N89° 44' 01"E 14.60' S84° 33' 21"E 29.55' N00° 15' 59"W 10.94'

686.20 687.96 686.90 686.40

685.40

N83° 25' 05"E 14.00'

684.35 G

FOUND IRON PIPE AT CORNER

N2 4° 41 82. ' 02"E 00'

686.37

1 9°

9"W

A=22.80' R=150.00' CB=N29°02'17"E

.2 43

ORIGINAL ISSUE DATE: APRIL 21, 2022

11.52'

' W 00 16" . 0 ' 4 8 °0 0 S5

3 TE 8

685.00

LOT 11

N88° 58' 54"E 7.84'

TE 83

S56° 37' 28"E

685.14

A=34.38' R=40.00' CB=S74°45'31"W 6 68 84.7 4.6 8 8

E 6"

785.34'

A=29.86' R=97.00' CB=N42°11'34"E

121.50'

12.72'

A=24.01' R=25.00' CB=N23°29'45"E

' 29"E

25.03'

9.00' 16.03'

N04° 01' 06"W

FOUND PK NAIL 0.35' NW.

20360

E E

17.00'

0°

' 08

6 .42 84084. 46.34.29 61 8 6 68

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID E TO HER RIABLE VA

16.97'

4 22

IS ROU ILLINO

FF 688.00

S09° 16

S85° 58' 54"W

A=68.52' R=1093.04' CB=S27°40'04"E

DRIVE THRU

312.36'

N49° 01' 06"W

686.72 686.62

686.49 686.29

N04° 01' 06"W

E E

MATCHLINE SEE THIS SHEET FOR CONTINUATION

4 ' AD 47.2RO 3 2 R= OK

O ' 1.86 KE C 3 2 LA A=

A=83.81' R=2356.83' CB=S66°41'02"W

DRAWING NO. GRAPHIC SCALE

C4.0

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C4.0 OvGrd20360 S03.dwg 5/10/2022

NOTES: 1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIM ELEVATIONS WITHIN OR ALONG CURB AND GUTTER REFER TO EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE NOTED.

8 4.059 66883.

7 4.394 66883.

DESCRIPTION

3 4.615 6688241. 1 9 . 4 4. 68 .97.9628 4.40 6 7 68484 68 4.7.35 0 . 6 5 66884 68 4.97 3 4.955 68 3 66884. 0 5.1 .6 7 4 68 6 4. 68 68 .07 3 5 66884. 68 4.671 4.7 8 68 4 68 6.5 6 6 8 8 6 6 6 845.05 5.804.5 .61 6 0 9 84.7 8 6 3 6884.6 5.0 6 . 8 .79 4 4 6 .601 68 35 684 68 63 1 6854. .848.92 .93 . 6 5 4 4 8 4..60628 5.2.84 68 68 68 4 1 6884 4.8 .762 6 7 68 8844.4 6 4.9 8 .323 6 2 3 . 7 68 ..30 8854.8 6 4 6 8 6 6 66884 9 9 4.2 40 5.0 7 68 684. .79 4 68 84.9 0 68 6 0 0 2 5. 2 5.0 5 5.1 66884.5 68 18 68 4.6 9 . 8 5 6 68 4.7 68 9 6 6 5.192 0 8 6 5 66884. 5.198 4.3 66885. 84..829 66884. 68 4.725 1 6 6 8 .523 68 5. 8 1 6 85 .1 6 4.1 4.607 5.385.5 .46 6685 68 4.8 8 8 5 8 8 1 6 9 8 5 6 6 6 4 5.7 685. 6 4.732 5 5.7 7 4.619 68 66884. 9 5.2 .39 66885.3 66884. 4.7 68 685 .67 8 5 8 6 4 5 4 68 4.6 5 6844..10 8 5.6 8 66884.1 68 68 44.4.07 3 5 5.4 8 68 0 8 . 8 4 6 8 5 6 2 5.6 5.8 6 68 68 5.850 3.8 68 .52 .85 68 4.1 66885. 68 85 685 46.82 5.95 8 68 .43 6 2 . 5 7 68 618 68 6 68 .15 6.7 4.1 5.6 687 87.3 6.82 8 0 6 68 6 5 4 3 7 5.1 9 7 .04 5.7 5.1 68 85 6.4 7 3 6.3 68 68 6 5 8 3 4 6 . . 7 4 6 .2768 . .08 4 4 5 . .9.49 6 4 8 8 7 5 4 8 8 6 6.11 8 6 6684 3 68 FOUND PK NAIL 66884 4.9 8 5 5.1 4.0 68 .32 68 9 68 .41 .17 6.1 68 31 86 686 .45 85 0.35' NW. 68 4.5 8 4 6 6 . 0 8 44.4 6 0 .1 6 . 8 8 5 5 668 6 3 6 84 8 4 68 5.058 5.9 .62 4. 6 .9 .34 .0 0 66884. 05 684 68 684.87 68 .78 68 85 4 8854.54 6 1 4 . 6 . 8 6 6 4 .80 686 8 4 9 5 4 7 84 .84 0 5 6 6 6 6 3 8 884.5 . 8 9 . . 3 8 8 . 6 4 7 . 1 6 1 5 6 6 68 4.8 .40 8 6 5 7 84 2 6 .0 68 68 7.0 4.3 3 3 6.7 68 4.548 4.5 2 68 5.2 685.0 4.99 8685 06 68 .04 68 8 66884. 6884.8.47 844..836 0 7 68 . 0 4 6 68 4.9 3 2 7 8 5 9 6 84 668 6. 9 1 66884.6 7.1 76 7.3 4.6 68 6 6.4 68 6 6.3 7.1 6887.1 68 68 0 68 68 68 7.14 9 .07 2 5.2 5.33 .0.568 6 4.7 9 5 3 5 3 . 6 8 1 8 687 8 8 5 3 6 4 6 6 68 5 87. 8 7.2 4.6 66 7.0 68 4 5.0 68 5.4 68 68 7.3 6 6.4 1 7.3 68 .519 5.391 68 4.64 68 638 68 68 8854.9 7.3 668844. 6 8 6 . 8 6 1 4 7 6 68 6 .0 6 .23 6.6 .53 68 7.7 4.8 5.49385 .68 .540 .39 87 68 87 66 68 .678 7 66884. 6 85 8844.5 87 6 .00 0 74 8855.1 02 6 687. . 6 6 6 8 . 6 6 . 4 8 8 6 61 68 6 6 6 68 2 68 9 35 68 5 6 68 4.9 84. 5 6.4 .817 6 87. .5 6868485.50.00 16 68 0 .74 .61 6.6 8855.2 8.1 7 7.4 6 71 688 6 4 8 8 6 . 8 . 5 8 5 8 8 6 8 6 . 4 6 8 6 6 6 5 685 .1198 8.3 68 68 7 66884.8 5.728 5.1 68 7.82 .12 .06 .07 5.735 66885. .76 68 68 4.548 8 87 .47 8 85 66885. .11 87 6 6 6 5 6 6 4 5 6 . 8 .75 84 .98 8 8 6 6 6 4 8 4 1 86 2 6 9 6885. .53 4.8 99 8.0 8 6 8.7 6.9 6 0 8 4 5.7 7 8 2 4 8 6 . 8 3 7 8 . 0 6 . 8 6 0 6 6 8 4. 5 5 2 . 9 5 6 0 .0 4.3 6.3 6 8 6 3687 4.598 4 . 98 66885. 2 6.7 68865.4 5.4 685 .15 2 68 68 84 .117 5.7 8.0 7.9 5 8.2 6 68 68 68 686 66884.9 4.2 .19 8854.6 68 68 68 4 6 68 8 8 6 8 6.1 4 6 . 8 .460 6 4 6 4 7 2 3 7 .00 68 5.1 .8 4 3 6.0 3 .381 1 6 8 8.1 688 7.90 68 68855.4 66885.6 8854.9 6884.9 4.2 .66 68 .8.332 5.2 6 5 .4 8 7 6 68 4 8 8 4 6 8 6 6 0 3 6 .469 6 01 66884 6 5 6.2 6 4.2 68 8. 8.00 1 1 55.9.48 1 66885.7 68 1 8 8 2 0 8 8 6 . . 7 4 1 9 6 6 . 6 . 84 .97 6 .5 .7 688 5 .5 68 .0.780 .46 0 684 68 85 87 47 68 84 6 3 6 6 1 . 6 6 8 . 7 84 5 6685 6 7 6 3 87. 5.5 4 68 5.845 .19 66885. 6884.9 3 68 6 66885. 7.3 6.67 86 6.2 8 4 . 8 6 8 8 7 . 5 6 6 48 7.1 7 2 68 .81 .04 4 5.7 68 68 .01 8.0 85 85 0 10 4037 68 5.1 6854.50 8 . 6 6 2 4 5 0 . 8 6 . 6 . 8 6 4 0 1 68 66886 .89 6.283 6.7 68 66884. 3 6.0 66885. 685 68 0 0 5.5 68 4 6.0 84 ..0692 .93 6 6 68 6.1 8 . 1 5 5 5 . 8 6 . 8 6 7 5 8 6 7 66884 68 6 9 66885. 68 8.7 6 3 3 3 .521 6.405 5.2 2 1 68 8.1 .6.248 8866.0 7327 66886. 6.0 7.18 68 8 4.5 6 . 4.3 3.6 6 8 8 6 8 8 6 5 8 8 6 6 6 0 8 6. 6 6 68 5 6.6 6686 5.164 6.1 668 68 4 0 5.6 6884. 0 68 .71 .915 68 7.9 3 7.7 .7.236 1 6 8 6 8 7.8 1 83 6 1 . 4 3 6 3 6 . 9 6 5 . 5 .5 1 5 68 7 66886 66883. 68 8866.4 8866.1 68 .1 9 6 8.8 6 6 0 8 6 6 68 3 .7568 52 5 .6 0 6.6 8 . 6 2 3 8 4 . 9 8 3 3 . 1 . 9 8 68 7 0 6 6 7 5 6 5. 66 3. 68 4.1 9 68 68 4.4 7.0 7 68 66884. 68 68 24 68 84.54 85.0 66886.6 ..8550 6 .97 687. 25 1 6 6 . 4 6 6 6 2 8 7 . 5 8 . 6686 6 6 68 6. 68 4 1 7.3 8 68 68 68 5.2 6 .69 1 68 78 87..283 5.7 4 7 66884.6 86 .94 6 .99 83.29 .69 6986. 68 7 6 6 . 5.4 8 2 6 6 9 8 6 .75 88 6 2. 6 68 68 6.0 73 0 .24 68 39 88 6 .45 8 4 8 . 2 . 8 6 . 6 8 6 6 3 6 4 8 88 6 7 1 . 68 66883. .51 68 5 68 66886.7 6.4 10 00 92 6 .06 82 5.8 52 . . 2 6 . 6 . 8 6 6 . 8 4 6 5 6 7 8 8 3 5 6 6 67 8 8 .95 6 2 6. .1 4 68 6.06 0 68 68 2 4 5.5 68 68 8.6 6 68 3.1 8 854.6 6.0 .89 685.62 6.7 3 .80 4.0 68 68 86.1 68 68 685 5.4 668 .44 82 68 1 68 2.8 .6.116 3 6 68 6 7 8 3 68 . 2 8 7 7 6 6 6 66883 3.1 5 6.2 2.9 68 4 68 68 68 6.8 .37 3.1 68 0 1 6 3 9 0 8 68 2 . 6 7. 6 2 83 .75 6.3 3.2 6 68 9 68 6.886 66882.7 .596682 68 .83 0 2 3.0 2 5 8 8 . 9 9 1 6 6 2 5 6 2 2. 0 .6 1 8.792 6.1 .0 685. 68 68 5 82 0 68688. 68 686 .82 682.6 4 4 6 2 0 . . 5 6 6 3 68 2. .2 87 .6 .69 4 68 68 .60 682 8.7 6 .348 686 6686 .42 68 88.9 8865.9 68 82 3 6 0 6 8 6 3 6 8 6 .08 2.9 5.169 2 68 7 66884. 8.8 2.9 68 9.01 68 8 6 3 2.7 66885.2 4 68 4.7 5 34 78 4.2 0 .863 . . 9 8 2 6 2 . 6 6 6 4 68 9 68 68 66886. 4.280 30 7 66883. 683. 6.1 82 6 8 6 5. 8.9 66885. 68 68 .13 20 5.062 7 . 9 4 3 7 68 66884.

2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE UNLESS OTHERWISE NOTED. SUBTRACT TOPSOIL THICKNESS OR PAVEMENT SECTION TO ESTABLISH SUBGRADE ELEVATIONS. 3. PROVIDE 1.50% CROSS SLOPE AND 4.00% MAXIMUM LONGITUDINAL SLOPE ON ALL SIDEWALKS AND PEDESTRIAN PATHS UNLESS OTHERWISE INDICATED. PLEASE NOTE THAT THE ILLINOIS ACCESSIBILITY CODE REQUIRES A MAXIMUM CONSTRUCTED CROSS SLOPE OF 2.00% AND LONGITUDINAL SLOPE OF 5.00%.

A=68.52' R=1093.04' CB=S27°40'04"E

A=34.38' R=40.00' CB=S74°45'31"W

6 4. 22

5.4

6.6

9 7 5.7 6.282 68 66885.

1 6.278 66885.

6 1 7.0 7.1 68 68 3 0 0 . 7 7.1 68 68 8 6.0 68

.1 85

8.9

2 .14 6.3 68 .30 686 6 68

5.9

68 68

7 6.172 66885.

6 50 6.387 6. .02 66885. 66886 2 6.507 7 2 66886. 6.4 2 865.3.80 8 6 .3 668 6 4 68 6.4 0 66886.0

6 6885.8 5.3 4 1

5.5

7 9 687.09 FFE 7.0 7.0 68 68 67.11 0 . 3 8768 6.0 1 6 6885.6 6

4 5.4 .905 5 3 66885.

2 5.9 68

0 6.402 66886.

.5 86

687.09 FFE

6 0 7.0 7.0 68 68 0 3 7.1 7.0 68 68 3 6.9 68

.68

9 68

9 9.5 4 68 89.8 6

7 5.7 1 68 685.9

.25

9 0 95 .9 68 1 89. 689 0.0 6

6 7.0 .12 68 6872 2 0 . 7 7.1 68 68

7 5.8 68

5 2 6.2 .7 4

6 3 6.840 68HEIGHT BUILDING 66886. 66886. 4 28.3' 0 . 7

687.14 FFE

5.7

4 9.0

6 2 5.9 .3 4 6868865.8 6

8 6.396 66885.

6 6.619 66886.

BUILDING HEIGHT 32.1'

.15

7.1

7 68

7.1

.12 04 .10 687 7. 68

7 68

3 7.1 68 0 4 68 6.9 6.842 68 66886.

8 42 6.9 26876. .969887.4.906 0 . 8 6 7 6 668 68

6 6.731 66886. 3 6.717 66886.

6.8

68 68

6.7

5 4 9.7 9.8 68 68 0 3 5 9.8 9.3 68 9.8 68 68

.684 86 .2 .156686 6 8 7 6.492 66885.

.94 1 0.0 689

.75 .77 .91 89 689 88 6 2 6 .5

1 8 4 .68 9.5 9.0 9.7 689 68 68 68 73 14 68 .2.885 3 7 6 7 . . .60 68 2 6 1 66886 4865.9 0 6 68 6.6 66886. 6.500 8 79 5.9668 8.8 6.9 8 6 66886. .76986. .716.74 .8.488 2 68 68 0086.9 2737 66886.4 . . 6 6 7 5 . 4 7 7 7 8 8 3 8 7 2 6 6 .47 86 6 6686 4 68 7 68 6 6.7867.9 4 7. 83 2 6886. 6.0 2 7.3 687.02 6.720 6866.1.71 68 686 66886. 1 86 46 6 6.847 68 86.6 6.489 68 68 66.6 7.279 6 .00 .281 6 66886. 6.9 .7 68 66886. 66885. 2 68 6.7 6686. 8 5 00 87 6 10 66886. 996 8865.8 8 55.8.41 6 8 6 6 6 2 6 6 6 . 3 6 6 . . 6 8 8 8 6 4 3 86 7 8 6 668 4 6. 9 7.0 2 4 6.226 866.268866. .72 6.1.647 66886. 7.6 66886. 66886.4 6.0 4 68 6.9 26 6.62368 6. 68 6.849 6 68 6.499 .14 .14 4 68 .6.264 1796 6152 66886. 68 66886. 2 8 7 . . 0 6 . 5 6 7 66885. 8 6 6 8 7 9 6 68 6686 7.0 88.7 0 5 66886. 7.1 5.868 5. 68 .30 .869 6.1 68 6 68 68 6.9 68 6.411 .02 8866.3 16 7 68 7 . 6 6 7 8 68 .02 66886. 6 . 8 2 9 6 6 39 89 .90 6 4 68 5 6.1 3 68855.3 86 1 9.26789. 6 5.9 5.7 6885.6 04 6 6 3 1 6 . 8 . 8 6 4 8 8 9 6 6 9 6 6 6 6. 8 5. 6.218 6.1 68 68 66886.3 68 4 66886. .331 68 .09 6 2 6 66.4.00 84 4973 7 8 86 . 5 0 .8364 . 5 . 66886. 6 6 6 8 6 5 8 6 0 5 8 4 6 7. 6.4.97 66885. 1 6886. 68 66886. 5.8 6.498 6.1 68 6 6.608 66885 .408 .406 68 66885. 68 66886. 7 8865.8 8865.9 .00 5 6 7 6 6 9 . 6 6 9 8 8 5 6 .3 7 6 5. 68 6.26866.62 2 6 8 6.1 68 .37 6 8 68 .0 68 .14 8 0 68 6.497 6865.91 7 6.508 6.506 558 .093 66885. 4 .428 8 66885. 66886. 668866. 8866. .06.6124 66886. 9.1 689 .6.1307 1 29 68865.6 5.6 6 395 9 6 5 . 4 6 . 6 2 5 0 . 6 6 3 8 6 9 5 . 6 68 . 66885.1 . . 6886 886 . 9 68 6. 6 6 86. 8 6 8 8 1 8 . . 6 5 6 6 5 1 8 6 6 6 2 5 9 8 6.051 6 6 .1 6 6 68 68 6 68 8 68 .699 3 6.722 6.3 9 8 6 .217 9 6.4 4 866.1 .61 66886. 0 6885.8 0 5 68 53 86 .7 .93 6.2 8 66886.0 8866.14 6 85 6.5057 75 6.2.1467866. .11 6685 8 668 .8.26 62 66885.8 65.4.94 6.2 6 6 4 0 6 1 8 8 0 . . . 8 8 668 6 66 6 0 86 6 6 7 6686 3 66886. .09 1 6.1 2 3 66886.3 66886. 668 6 66886. 68 66885. 6.1 9.1 689 68 6.388 5.9 2 6.722 6 5.826 6.387 68 68 66885. 66886. 66885. 7 86.2 0 0 1 0 4 1 4 . 0 7 0 6 6 6. 97 6. 6. 28 0 2 4 8.9 .67 68 66885. 68 66886. 05 66.4.06 3 8866.19 66.7.25 ..1782 9.2 68 2 8 3 6 . 8 6 . 8 6 5 6 6 7 6 8 668 6 668 6 6 4 40 8 .7 6 66885 1 6.281 5.8 68 1 68668.6. 856.18 6685 5.4 5 66885. 9.0 68 4 .71 68 6.8 68 8.9 3 .58 8 6.61.12 686.78 5 3 1 1 5 6 8 9 . 8 8 2 8 6 68 5. 4 5.841 .2 865.1.66 6.1 6 68 4 68 6.2 0 4.9 68 68 668 66885. 686 6.510 68 7 68 66885.8 .46 .63 .73 5.8 .0 7 566886. 29 86 5 . 1 9 1 9 0 . . 6 8 687686.16 686 6 9 6 6 6 5. 6.2 6.5 68 .7 6 68 68 68 68 68 85 686.02 27 0 2 6 2 2 FOUND PK NAIL 9 . 0 0 2 3 . 7 3 8 3 . 6 6 6 5 5. .8 6.616 5.7 6 84 66885.8 6886.2 6.2 66885. 68 684 66886. 68 0.40' NW. & 0.02' 5.7 2 .375 68 2 6 FOUND PK NAIL 0 0 . 6 4 4 85.8.41 8 .14 .88 666885.9 9 9 6 5 . . 5 0.37' W'LY. & 0.14' N 68 8 6 8 5 5 6 6 68 8 9 68 68 1 .65 .57 5.5 5.848 0 5.6 .73 88 688 68 .2.811 66885. .09 .15 .74 .20 8 68 85 6 6 9.1 6 6 6 5 1 6 5 6 8 3 . 7 8 8 8 6685 . 68 .2 7 6 6 6 72 68 9 6.5 .66 85 09 4 98 68 687 . 0 4 8 5 6 . 9 7 8 2 5 . . . 6 8 6 0 6 3 5 4 5 5 4 6 .9 2 6885.7 .74 5.7 68 6.5 6 66885. 66885. 6.3 1 68 6 85 .7570 68855.6 68 68 6.0 68 5.8 .79 6 8585. 6 83 66886. 68 8 . 6 .52 6 5 8 6 6 5 66 6 6 68 1 68 66886. 8 .167 .173 4.045 5.7 5.835 865.6 68865.7 6.2.777 6.6 5.550 6.500 68 68 2 66885. 8317 66886. 6 6885 .17 668 . 2 6 2 5 3 0 . 6 68 6. 66885 9 6.6 00 90 70 6.3 6 .00 .37 68 68 3 9 86 686. 6856.85. 66885.7 9.0 86 4 .12 1 68 06 6 8404 5.7 6.1 6 . 1 4 3 1 8 8 . 8 . . 5 5 0 6 6 6 2 6 6 1 .7 6 4 9 0687 687 7.1 85. 66885. 66885.9 6.13 68 5.7 6.5 7.9 687. 688 6.0 2 7 7.3 5 68 6 .24 68 68 68 68 686.16 55.9.54 6.5 68 86 6.4 64 287.26 6 5.7355 .89 8 8 . . 9 6 8 6 6 6 6 7 8 3 1 2 6 BUILDING HEIGHT 68 6 2 68 6. 68 .66 68 68687. 66885. 2 6.301 6 68 6.5 .6 4 87 1 6 6.6 66886. 32.7' 68686 7.6 6 87.6 6.1 32 68 .53 6.69 .70 8 5 3 6 . 6 68 6 8 66.0 68 68 5 .1 6 6 8 . 5 7 8 1 . 668 7 6 6 7 68 1 5 68 6.72768 68 3 8.8 66886. 6866.0.42 5.5 6.6 ..5181 8 8 8.8 68 5 6 6 7 6 .69 2 7 8 2 68 1 . 6 . 6 0 6 8 7 7 6 . 1 8 6 0 8 9 7 8 7 5 . 4 3 0 6 6 6 6 6 2 8. .1 .1 686.69 68 7.8 5 2 6.621 6.7 68 68 6990 90 0 5.7 5.392 68 6886. 9 6.622 7.9 68 .78 FFE 68 66884. 9 88.2 6 89.6 66886. .168 68 21 5.5 .20 86 3 7 6 6 . 4 8 5 6 . 6 2 9 6 8 4 7 96 6 9 8 6 .8 68 6. 96 68 7.80 88.839.5 .56 6.727 68866.0 .152 .732 7.3 .30687 7.32 86 66885. 85 8 6 6 66886. 6 8865.7 00 68 8866.3 .32 68 687 6 . 6 .22 66.95 6 5 3 6 5 7 6.6 6 686.67 6 .756 6.7 68 5.295 68 6 0 68 7 7 6 2 68 .92 66884. 5.625 9 7.3 FFE 66886. 5.9 85 66885. 68 87.1 858 6 . 68 5 0 3 6 .1 1 . 8 6 5 6 . 9 7 7 6 1 68 7 68 0 6.2 68 7.5 5.1 4.4 6 .12 68 6.054 6 68 7.32 68 68 2 87 84 5.9 66885. .94 . 4 6 7.8 8 . 8 5 5 1 6 5 6 0 68 68 68 6.3 .69 .43 68 1 66885. 0 6 7.1 4 1 8 5 5 9 8 2 . 8 6 6 .2 4.816 5 6 3 7 6 0 68 4. 6.3 6.6 68 7.41 687 87.2 .63 88.4 3 68 5.8 7 6.161 68 .29 68 6885.2 6 686.68 66885. 68 4 84 .85 87 6 6 .90 5 3 6 3 0 6 6 5 8 7 5 8 3 . 7 6 FFE 0 6. 68 1 7.4 1 6. 4.3 5 4.3 854.8 1 68 5.398 6887.4 868 1 68 4.8 68 5.7 686.70 .76 668 8.4 34 66884. 4 68 6 6.9 5.9 91 68 . 7 85.80 8 7 .20 68 688. 7.44 8 . 8 8 17 5 6 3 7 6 6 4 5 . FFE 4 86 5 8.5 68 68.46 87.7.2807.9 68 5.9 68 68 4 6865.9 5.2 .40 68 .79 68 68 68 .50 877.476 68 6 .80 30 .38 5 .06 60 6.4 68 39 68 685 . . 6 7 8 6 8 6 4 7 6 6 .86 . 1 6 .5 6 68 68 68 68 1 9 5 4 68 68 0 865.9 5 68 .99 0 4.2 5.4 5.7 5.8 68 6.5 668 6.6 85 68 4 7.72 5 68 68 68 0 55.5.07 .12 6 68.44 8 6 8 4 . 6 2 8 1 7 . 668 7 .8 6 68 5.0 68 6 687 5.8 6.0 3 85 68 68 .721 68 6885.9 4 6 .94 8866.2 .1.548 8 6 85 85.7 .46 6 .456 6 5 5 . 6 6 8 6 8.1 6 6685 6 686.73 68 8865.9 68 68 8.03 1 0 6 .48 5 2 1 8 8 2 FFE 6 8 8.5 6 6. 2 9 .23 7.2 .52 68 1 5.8 5.6 0 68 68 0 55.6.15 85 68 6.5 687 68 8.3 6885.2 .80 65.3.86 2 STORY BRICK 3 8 6 4 . 8 8 4 8 3 6 2 8 6 6 6 68 5 68 .23 87. 668 68 88.1 7 3 BUILDING 7.4 6 5 6.1 0 687 6 6 5.5 3 68 23 68 7.3 3 66885.0 1 6.5 . 3 8 3 . 8 0 6 6 6 3 65.8 6 1 8 . 8.5 8 . 0 4 8 6 4 . 8 668 7 .4 6 68 88.4 68 68 .67 01 .62 687.11 . 85 855..732 4 6 6 6 6 8 2 668 6 68 68 4 0 5 68 686.72 5.7 9 4 6.9 0 8.6 3 7.2 68 2 .03 66886.5 6 7.5 FFE 68 88.5 6.0 68 87 5 6.9 0 8 8 . 6 9 8 6 6 2 7 7 6 6 5. 50 6 68 7.1 0 5.4 66885. 6.9 68 68 .43 7.0 4 8 68 8865.95 68 87.0 4 6 8.7 6 . 8 6 6 68 1 05 3 .02 8855.3 . 5 8 0 . 7 6 8 . 4 5 3 7 6 68 2 6. 68 68 6.1.606 8 2 5 68 6.93 91 4 8.8 68 6 6. 7 .30 3 6.1 68 5.8 4.6 4.6 66885 68 68 686. 854.80 7.4 68 5.2 68 68 68 6 .20 8 7 2 8 7 68 0 2 6 6 68 6.55.9 7.1 6.166 3 6868 68 668853. 86.0.56 9 5 6 5 4 . 8 0 9 0 4 2 0 5 6 6.2 6. 4.7 4 6.3 6.54.9 68 7 7.5 .07 68 68 68 7 68 6868 6.0 5.85 68 7.2 687 .68 5.9500 6 7 5 8 . 8 5 8 0 6 . 5 8 6 . 6 5 6 7 5 68 .59 6885. 5 68 6.1 68 68 6 5.4 5 6.400 68 0 3 .58 68 68 66886. 46 5 85.8 .14 85 8.2 8 . 6 6 3 . 6 5 6 68 6 68 5 .9 66885.4 76.0.5656887. 68 9 86 8 7 8 6 . 668 .93 6.728 7 8 .100 4 .50 7.170 3 .48 88 .88 8 68 4 6.9.48 8876.6 87 66886. 24 85 6.7 84 9.2.15 04 6 3 8 6 6 2 9 .18 6 8 4 7.4 7 6 8 6 3 6 7 7 . 6 . 8 2 6 5 8 4 6 6 89 9. 7 7 6 6 6. 6. 9 68 9 6. 1 6. 68 6.6 07 2 66886. 68 6 68 68 66886.1 78 5 68 66886.0 6.3 0 68 6876..50 0 5.2 66885.9 6.2 99 .9.445 8 63 48 66. .29 .7.382 6 8.5 68 .63 . 8 5 6 5 6 8 5 7 8 9 6 6 . 8 . . 9 4 3 6 8 7 6 .3 . 1 5 1 6685 6 4 6685 9 6 68 9.18 68 .62 4 86 68 8 7.1 4 68876.9 66885. 8 66886. 5.9 0 5.6 5 5 5.400 .71 6 6 66886.6 5.6 2 .28 2 68 68 6 66885.5 68 86.3.88 66885. 37 .2.716 86 68 4 66885.3 8876.81 0588 65.0.58 9 86.4.92 . 7 6 5 0 6 8 . 3 5 7 8 6 . 3 8 . 4 6 1 5 6686 6 5 8 6 6685 8. 6 68 66886. 68 3 2 68 85.6 6.6 5 66884. 68 68 6.5 9.0 5.6 66886.1 6 68 68 68

2 5.8

0 6.1 68 68

5.7

687.11 FFE

687.09 FFE

9 7.0

N89° 41' 29"E

7 7.3 1 66886.9

THE CLOVE

4 6.058 66885.

GRADING PLAN - AREA 1

5.7

0 8.8

9.3

ILLINOIS

1 .52 9.3 689 68

453.55'

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

N25° 58' 54"E 62.13'

BUFFALO GROVE

8.6

2 6.2 6 11 6886.2 686. 6 5 5.4 0 66885.0

PROJECT NO.:

9 .637 5.9 86 .1 68 6686

1 6.6 9 66886.1

DRAWN BY:

6 8.5

MV/TK

2 7 5.1 .0 682685 8 7 2 . 5 4 .0 68686. 687 10 0 87. 8 . 5 6 68

.67 3 84 5.1.66 .94 6 66884 4 68

8.3

8 2 6

8.6 68

7.8

TE 8

N47° 13' 38"W 35.42'

3 5.836 66885.

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

9 S5

PROJECT MANAGER: NO.

9"W

1 9' °1

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID ETO HER RIABLE VA

4 3.2 14

ORIGINAL ISSUE DATE: APRIL 21, 2022

LOT 11

N88° 58' 54"E 7.84'

REVISIONS

W 0' .0 16" 0 4 8' 0 0° 5 S

20360

0 0° 5 N

NO. DATE

" 16 ' 8

LOT 9

686.29

686.49

MATCHLINE SEE SEE C4.2 FOR CONTINUATION

686.72

686.62

DRAWING NO. GRAPHIC SCALE

C4.1

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C4.1 Grd20360 S03.dwg 5/10/2022

686.10

687.29

6.2

686.36

685.50 68

3 BUILDING HEIGHT 5.6 6 66885.1 10 20.9' 3 . 6 8

5.9

2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE UNLESS OTHERWISE NOTED. SUBTRACT TOPSOIL THICKNESS OR PAVEMENT SECTION TO ESTABLISH SUBGRADE ELEVATIONS.

687.33

687.44

LOT 10 COMMERCIAL WITH DRIVE-THRU FF 688.00 3

687.13

2 9.7 68 9.53 8 6

5 7.9 7 6887.4 6 7 48 4 7.4 687. 7.3 68 68

.9 86

.32

8 68

6 9.5 68 9.42 68

687.29

8 8.0 9 66887.5

0 7.944 66887.

686.10

7 4.6

7.4

9.3

68 .76

6 7.5 68.61 87

8 8.3 8 66887.8

8.9

7 9.3 68 9.25 8 6

4 7.8 6 66887.3 4 8 6 5 0 8 5 4.6 7.841 5.0 4.6 1 68 66887. 4.8 5.3 .774 68 68 4 0.2 8 68 68 8877.2 1 6 . 9 69 .22 19 7.7 6 8 8 6 0 9 8 . 4 8 8 6 0 . 7 6 7 .17 7. 8.4 6 8 0 7.9.46 6 9 69 690 7 .9 68 68 8.9 89 62 66887.96888.0.51 4 68 7.7 66887 5.620 .65 68 6 63 68 66885. 68 2 9. 9.9 39 84 3 . 8 8 0 9 6 6 . 1 7 6 7 6 1 87 .6 7 3 8 5.612 66886.9 7.043 .154 66887. 0.1 8 66885. 3 8.280 66886. 69 .90 66887. 5.6 6 8 .2 0 1 .25 9 8 88 6885.2 0 . 66887.8 6 69 878 8.9 6 .18 6 8 6 6 7 6 6 5 8 5 9 6 9. 5. 7.7 9.4 74 .406 68 0.4 68 68 68 .63 687. 3 .61 .26 2 887.9 1 68 69 87 2 87 85 6.20 0 6 6 7 87.3.86 88.4 668 9 6 6 8 8 9 9 . 8 0 . 8 . 7 1 3 6 .2 4 7.2 8 6 668 5 6 5.510 8.1 0 63 3 6904. 8 6 68 9.2 68 9 6 66885. .16 0 88. .610 66887.6 4 686.26 .36 .768 4.8 3 9.8 68 65.2.84 8 6 . 3 3 5 . 8 4 9 7 9 8 . 8 8 0 6 9 0 4 8 5 6 5 7 5 9 2 9 6 5 . 668 .81 688.7 6 668888.2 8 26 6 . .30 68 . 9 2 . . ..629 8 7 6 4 6 8 8 9 0 . 8 4 8 . 8 6 8 5 6 6 . 3 5 6 8 7 4 6 6 . 9 5 6 . 3 7 87 .59 4 6 8 8. 268 6 0 0 66888 68 68 66886 66888 8 .7 9 3 52 86. 47 6885. 68 .06 68 8.168 0 9.2 0.0 69 68 6 8.0 8.0 87. 6686. .90 6 0 7 8.2 9 68 69 .23 68 .40 7 76.4.94 254 0 68 6887.3.88 68 687.44 6 . 5 0 8.5 7 6 6 8 4 4 . . 9 7 8 8 7 6 7 5 8 6 6 .8 .8 64 66888.0 68 6886. 68 68 5 66886. 68 877.42 84 .5.025 1 6 . 7 4 6 6 5 . 2 7 5 6 68 2 8 66885 9.8 4 68 9.2 3 68 8.4 68 6.8 5.618 4 5 68 9.7 .63 9.9 68 66885. 68 28 688.73 .37 52 84 56 8.789.6 68 7 7 . . 1 4 9 6 8 . 1 0 6 8 7 6 6 7 9 0 6. 8. 3 68 9. 68 68 8 68 60 66886. 66887.6 68 5.7 68 7 5.503 8. 68 9.8 66885. .2.789 6888.54 6 .09 8 6 .50 7 4 5 6 6 7 8 8 8 . 8 1 6 .7.28 6 5 6 6 1 4 . 6 2 9 8 7 6 68 3 6 4 . 5 5 9 .10 6878..30 1 2 6 8 6. 13 68 7. 66887 6 68 .15 88.5 688 4.7 5.0 92 6.4 6865. .75 .90 7.7 68 66886. 68 5.2 89 68 68 5 68 87 68 8 .9.446 9 6 28 0 6 8 6 1 2 4 3 6 6 7 9 5 2 . 7 6 . 5 . 1 . 5 6 686.72 . . 9 . .9 66887 88 88 08 2 8877.0 88 0 9.38 2731 7.7 34 8887.69 .82 686 86 87 .04 88.0 66.7.27 6 66888. 6 6 . 8 4 6 6 7 1 8 6 . 6 5 6 6 8 8 . 7 2 . 7 . FFE 7 8 6 6 5 8.376 . 68 7.8 9 9 8 6 6 4. 68 5 668 68 3 0 66886. 855.2 .53 5 6.614 68 5 8.7 687 7.8 7 68 68 0 68 68 7.3 8.9 5.726 66886. 2 .38 .48 686686.45 71 668 68 7.6 68 68 66885. 6 87 68732 66888.2 1 2 2 66.7.21 68 54 .2 85. 8 5 1 6 2 . 6 8 6 6 . 8 . 2 7.6 0 . . 8 668 ..71 63 8 6 8 6 . 2 7 . 7 8 8 7 6 8 8 7 1 8 5 8 8 1 6 . 8 6 6 6 6 8 6686 68 6885. 6 686878..515 8 6 66886.2 5 68 .23 3 6 7. 9 4 5.840 .64 5.7 2 6.9 .08 6.1 6 685 85.7.20 66885. 87 99 866.7.27 6 7 2744 68 88 6688 58 6 . 0 66885.6 . 5 .3.729 6 0 0 6 6 6 5 . 7 8 7 6 7 . .89 87 .10 7 74 8 . 88 7.8 1 886. 8 6 8 5 6 0 2 6 7 8 6 1 8 6 . . 3 6 8 87 . 8 6 68 7.8 55 5 6685 6 6 68 8.4 3 6.3 55.5.15 .37 7.5 3 .3.991 66884.9 .806 8 8 7 3 6 5 8 6 7 66888.0 6 6 8 6 6887.1 6 8 8 6 1 8 6 6684 7. 68 68 8 6 7.1 7. 686.68 5 6 68 7.9 7.170 68.22 6 0 6.7 0 .30 33 68 68 6 87 7.4 8 .86 66886. 6.7 68 66886.3 86 686. 76.2.71 FFE 7.8 687.7 06 85 87 40 687. 87.3.94 4 68 6 8 8 6 6 6 4 6 6 8 2 4 1 . 6 6 . 6 8 8 . 3 7 7 36 8 0 9 1 7 6 68 6.5 6.372 .3 68 7 3 5.2 85 .9 5.6 8 .8 8 6.954 7.6 0 68 7.3 5.6 6.1 9 8 6.941 6.7 686 7.173 68 6684 68 .76 7.396 .305 5.4.04 3 66886. 86.8 68866.4 66887.2 68 68 66886. 68 66886. 6 866.14 66886. .92 54 6 0 68854.8 66885 855.6.21 6 8 . 6 2 5 7 8 1 . 87 . 668 44 6 6 8 6 6 68 2 6.6.13 . .33 685 6 64 5 .91 6 35 .52 6 68 .46 6.1 . 8 6 5 7 5 8 7 9 7 7 . . 6 8 6 . 7 6 4 . 8 1 8.1 68 5 6 0 . 2 6 .8 9 5 2 6685 68 68 68 68 68 68 .96 6888.12 04 9 66886. 6885.3 8854.7 8855.4 68 86.0 . 7 3 6 6 6 7 7 . 0 8 8 6 1 .62 6 6 6 6 9 6 6 16 68 9 4 2 5.317 6.9 6.2 7 68 4.5 .92 6.503 6.3 68 687 .11 8.0 0 9 66885. 5.0 1 .9 1 68 6.6 68 6.382 .52 68 85 66886. 68 7.9 .8 68 4 688 84 66884.6 68844.5 68 09 66888.1 87.7 77.5.10 66885. 8205 85 63 .8164 6 2897 6.190 4 . 8 6 9 5 . 8 . 6 1 0 7 . 5 3 4 7 0 8 0 . 6 0 6 6 6 7 6 . . 1 7 . 0 3 4 5 3 3 7 2 .688 9 8 .0 3 6887. 6887. 0. 9 66887. 3 68 .6 16 85 68 85 .0 6. 66885. 6886. 7 66885. 688.45 68887.9 4.2 .2 68 68 8.7 689 7.389 6 69 6.7 6 68 4.3 6.0 2 85 5.7 85..044 6685 66887.7 5.8 .34 688.44 6 68 684 68 68 9 68 0 66885.5 69 68 4 12 7.2 7 68 8876.82 7.4.973 .92 2 . 4 9 . 6 5 7 6 7 0 6 6 5 8 . . 8 8 1 6 6 86 5 2 7.8 687. 68 68 5.7 68 86 6 86 6.0 8.3 .1.651 6 8 5 0 66885.85.7.118 6 8 89 68 8 8 3 68 . 5 0 5.3 6 9 4 6 6 8 . 8 1 65.5 8 724 0 7 68 . 5 . . 6 5 4 3 5 8 . 9 1 6 7 6 6 8 . 8 7 0 . 7 6 6 8 8 . 6 6 8 4 45 6 5 6 6684 .9 9 68 68 66887. 2 7.6 68876.9 77..73663887. 68 6.0439 9 44.9.50 68 855.3.81 .9.991 .98 68 7 8 8 6 9 8 8855.4.67 4 . . 6 6 . 6 6 8 7 6 6 7 6 5 8 8 7 0 4 0 6 079 .88 85 .5 7 68 5.0 .359 6685 6684 6 85 .36 68 68 6 3 68 .88 68 .86 5.5.6 1 1 8.1 .66 7.5 4.5 4 7.78. 87 6685 87 6 77.7.25 .74 68685 ..7202 68855.42 .31 .5035 0 66885. 85 68 0 6868 6 .89 68 55.9.38 6 6 8 8 5 7 1 1 6 8 . 1 8 6 6 . 8 . 8 6 1 4 26 668 7 3 7 7 6685 1 1 6 87 .6 0 4 68 68877.1 2 5. 18 7.5 .55 1 5.2 68 68 6 7.6 5.5 5.718 .6 4 5.7 66885. 68 4 687 4 2 685 5.9 4 9 6687 68 6 5.0 68 12 68 66885. 68855.1 .0608 68 91 685.75 54.1.67 680 5.0 76..494 86.9.58 17 .843 0 .4.968 35 . . 2 9 8 8 8 6 6 7 0 5 . 2 . 5 8 0 . 8 8 5 6 . 6 6 0 . 9 5 5 7 6 78 6884 6 6887 9 6. 68 8.0 5. 68 66887. 68 .391 4.872 68 .13 68 . 0 68 6 66885.7 6 68 68 87.1.76 .87 68 8876.9 66884. 85 85 41 86.5 .8456 0599 8 4 6 . . 2 6 6 4 4 6 1 6 7 5 3 9 8 . 0 6 . 6 6 5 6884. 68 687.822 0 66884. 854.0.56 84..946 9 97 85 5.4 68 6 5 8 668 1 1 .49 2 .15 8 0 7.0 6866. .58 6684 4.8 68 4 6 8.7 8.8 690 .3.800 .120 0.4 68 2.0 692 8 .3.8156688. 887.0.8804 .0781 94 68 8 5 5 7 6 8.5 8 5 6 1 4 68 6 8 8 0 3 2 69 . . 5 69 9 8 . . 8 4 5 668 8. .89 884 388 5..90 . 668 1 7 4 4 . 8 5 6 6 5 6 6 . 0 6 0 4 8 . 4 2 . 8 8 8 5 6 4 4 8 3 5 4 8 4 8 7 1 8 6684 6 .7 6 .8 8 6687 .364 68 6. 4. .4 1 5.400 66884. 6684 5 8.8 6 68 6 4 6.169 6.386 4 6 68 4.8 5.697 68 .0668.958 685 7.8 68 887.9 68 88.81 .449 3 .402 68855.066885. 5.518 66885. 66885. 6.5 68 68 5 7.172 .07 8 66884. .513 4.9 68 6 5 8865.9 42 9 668 66885. 68 1 90 44.8.42 7.0 66886. 6 98 22 68854.9 6 85 854.14 3 68 6 2 0 5 9 . 9 8 6 . . . 3 68 68 6 . 8 . 7 6 8 . 6 6 43.8 8 4 4 01 . 4 84 6 5. 6 2 6 8 54.8 8 6 4 0 8 8 8 5 8 8 1 5 8 5 6 8 . 2 6 8 . 3 6 6 . 6 6 6 1 68 4. 6 6 5 68 .51 68 4 7. 76 68 6 .45 5.4 2 5.4 5 8 8.2 1 9 7.1 8.0 3.709 0 .301 68 66886.1 68 66886. 6.1 .1.751 5 68 685 6 8 28 66887.8 0 0.2 68 68 BUILDING HEIGHT 8.7 4 6.1 86.0 8854.8 89 2.0 45 0 94 8 7 8 9 0 8 . 7 6 . 6 8 6 0 9 . 4 2 7 6 8 8 6 2 . . 5 69 . . 3 8 6 68 9 4 6 6 1 1 6 668 1 0 68 4. 7 5 4 7 .5 7. 6 68 5.2796 7.2 1 66884.3 68844.3 68 69 7.275 69 4.050 66886. 5.6 685 68 6.504 20.6' 68 8.6 5.3 66887. 2 65 66884. 66886.8 5.6 6 .65 66886. 8 68 66886. 1 68 6 6 68 6.620 65 23 5.6685. 85 .8.245 3 2 3 0 2 8 6 4 . . . 2 8 9 8.0 3 7.3.78 7 6 8 5 6 7 8 4 8.2 0 6684 68 05 .49 .5.111 .40 4.6 .9.389 5 86.2 4.6.11 66884. 66885. 66886.7 3 68687 5 66887.8 5 9 8 6 6 6 8 3 1 8 . 3 7 7 . 8 . 8 1 4 6 8 8 6 6 0 3 . 4 5 3 6 8 269 87 .8 066 5 6 8 668 . . 8 86 6 47 8 6686 6 . . . 7 9 8 6 8 4 1 . 8 0 6 . 7 5 5 . . . 68 6 8 5 4 6 6 5 1 68 6876.5 66884. 66886. 6686 68 5.167 0 .39 684 .99 0 0 6 2 68 68 68 84.7.29 5.6 66884. 66884.5 66886.2 .617 .13 2 68 4 .4 8 5.5 85 8.0 .26 8.286 68 6684 4.0 6 5.7 8 68 8855.0 7 .0597 8888.0 6 68 6 5.40 2 68 68854.8 68 689 66887. .42 6 3 7 6 3 8 6 . 5 6 7 . 9 . 5 0 8 2 1 510 86 .04 6 6 6 68 722 6 1 8 6 . 1 6 . 6 7 8 . 0 . 8 7 68 . 8 7 7 6 . 8 4 4 5 6 5 7 5 .50 6 4 6 8 6 855.96 5. 5 66884. 66884. 6.0 6.3 4 68 66886. 68 68 .45 66885.0 5.6.133 68 68 85.9 .46 6 66885 21 3 .04 5 7 3 6 8 . 8 . 1 1 6 4 2 6 4 68 6. 1 .53 9 66884. .598 68 68 4.7 6.5 68 6 0 .23 685 4..730 4 1 68 4.5 3.6 .49 68 68 85 4 54.3.76 4.9 .1660 4.1 6 66884. 3 68 85 0 .64 66884 9 1.92 1.04 6 6 8 9 7 8 . 7 6 5 4 4 6 7 9 2 . . 6 . 5 8 . 2 0 8.0 1 69 6 9 6 86 8 689 68 4. 68 68 5.7 .233 68 69 7.154 6 68 68 68 39 8876.6 0 66886. .094 0 6 7 9 . 6 . 5 0 6 4 3 6 7 5 .8 7 3. 4 93 66885.4 .041 68 7.152 66886. 4.1 683 .33 68 5.4 7.162 .08 7. 8 6 5 66886. 685.61 68 85 68 9 66886. 88 68 46 66885. 5.6 . FOUND IRON PIPE 6 0 .5155 6 1 8 8 4 7 2 0 5 4 8 8.0 0 FFE 6 . 1 . 3 .8 68 76.0.45 54..378 6 8 85. .9.550 1 93 68 8865.5 44.5.0668843.9 55.9.40 68855.29 8 8 6 3 .8.359 6 . 8 3 8 AT CORNER 6 6 8 . 4 6 1 8 668 668 2 6686 6 6 9 6 68 68 4.9 1 4 66884 5 .3 68 3 68 688 6 66887. 6.1 7.4 1 4.487 68 6.4 5.6 .45 6.623 68 .96 3 7.504 8.1 68 66886.9 66883. 68 0 85 8 92 380 0 4 66887. 638 8 0 . 4 6 6 1 9 3 6 . 6 0 5 8 0 . 4 3 . . . 6 1 . 3 . .63 . 5 86 .4 .00 87.8 68 8 8 6 . 5 9 4 5 6 3 5 5 . 8 8 . 3 3 6 5 1 5 3 8 8 8 8 6 . 8 5 1 5 8 6 7 6 6 867.1 6 6684 68 68 66887. 6.047 6 6686 66885. 85.2 68 .24 .28 6 66884. 56 .673 68 4.5 5 6.827 3 66885. 6 9 7 5 8 9 5 6.5 66884.0 .80 1 7 5.1 87 0 68 68 55.9.23 68 6 7.8 84 8 8.5 88.5 4 5 . 0 6 8 0 . . 6 6 6 8 2 6 4 2 1 2 . 0 668 9 5 3 . . 68 6 6 .5 1 68 .6.113 12 8844.2 1 68 86 876.2.68 66885. 84 .94 .8.086 4.0 88 4 9 6 9 6 6 7 5 . 8 8.0 . 6 8 7 6 5 2 6885 6 8 6 6684 68 68 68 6.3 66885. 68 6 8 5 5 6 6 4 6 5 6 9 9 6.5 5.0 6.6 4 5.941 4.506 6.8 .10 .38 85.2 60 68 5.7660 68 4.953 6886.1 66885. 5 66884. 68 85 . .20 85 6 6688855..7 66884. 6 6 8 5 8 5 6 1 0 2 9 9 8 6.0 5 8 3 9 5 . . . 6 . 6 6 1 68 76.2.90 4.3 84 86 6854.89 2 3 55..622 88 8 8 6 6 0 5 8 6 8 0 . 2 . 6 6 8.6 8 7 8 6 0 7 4 6 .8 .9 68 9.12 68 .16 6 5.7 .80 68 14 6883.9 9 55.9.21 6855.01 88 7 8 1 3 7 8 87 87 6 8 8 6 . 9 . 3 6 . 9 668 6 6 68 8854.7 .90 687. 6 86 5.7.17 68855.3 .24 8182 6 8 8 6 9 4 . 8 1 9 8 9 7 0 2 5 5 3 6 . 6 . . 4 7 7 6 685.63 6 5 9 8 8 68 5. 6 68 3 5.395 66885. 3.7 6.7 4.5 6 68 68 68 6.391 66885. .28 68 5.8 8 7 68 8.9 7 .02 68 FFE .61 66884.0 4.569 66885. 66885.1 .06 685 5 5 68 88.83 85 .1.865 91 0 85 7.5 04 59 4 2 5 5 . 6 . 8 6 5 . 3 6 . 8 3 6 6 8 . 4 6 8.5 . 8 6 . . 8 5 8 6 4 4 6 7 3 8 4 6685 7 6855.0 8 4 68 68 68 68 65 7 66886.7 3.8 6.4 68 68 4.1 1 68 1 2 .64 6.0 7.9 7.9 68 .79 .79 7. 5.8.18 68 68 68 68 8 .5 54..379 68 68 687.74 687 6.5 87 68 .07 6199 66885 2828 8 . 8 . 6 5 68 6 5 6 5 7 8 5 7 4 6 4 68 .9 0 66885. 66886. 0 5.837 68 5.8 9 5.2 4 84 00 4 8.6 5.6 66885. 66885.2 68685.3 6685.854.3.84 8 3 68 6 8188 4987 74 .89 7.80 46 68 .4.832 28 . . . 2 6 1 8 7 2 0 . . . 4 6 5 6 4 6 . 5 4 4 2 5 3 . 8 8 . 8 . 5 3 8 6 5 3 6885 8 1 6 0 21 6 68 66883 .46 66883 8. 0 8 5. 7 68 4.3 5.8 3 5.3 2 685 2 4.0 5.7 0 66888.2 68 66885. 8.403 66888. 6 6 5.5 6..71 66888. 66884.8 66885.1 68 68 4 92 68 6885.3 5.5 66888. 7.7 7 .81 6 1 6.4 68 66885 66883. 6 03 68 68 7 8855.32 .32 85.3 55.0.85 5 68 .57 5.6 6 . 5 8 7 5 8 8 4 9 7.9 68 6 6 6 68 68 66883. 5.0 5.382 68 .40 .8.085 65.01 2 7 68 .48 66884. 86 6.69 5 9 0 6 . . 6 8 5 8 8 7 5 668 6 9 6 68 8 68 9 1 0 5.0 68 4 .58 .742 7.7 .35 .14 0 .14 85.0 5.8 1 68 .137 1 .041 855.9.20 .54 8844.07 7 .7 05 4.6110 8855.2 68 1 0 85 .62 85 2 85 66885.2 .39 9142 85.9.20 0855.9 668 2711 6 .946 6 8 5 6 6 86 . . . 6 6 . 6 . 9 6 4 8 2 68 . 6 1 5 5 6 . 8 5 5 4 8 1 6 6 7.6 7.5 1 668 68 668 5 3 68 5 . 5 0 6885. 6685 0 68 .3 66885. 68 66884. 6684 4 68.3568 .26 68 .8300 86..048 5.367 685. 66885. .5485.3 87 6 7 5 5 . 6 0 7 3 7 2 7 8 6885. 6685 68 6 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3 .17 3 60 4 . 6 4 6 1 3 . . 3 . 8 5 8 5 5 7 6 68 3 5 68 8.2 68 68 98 4 7 5.5 4.490 68 3 .52 5.6 6.1 6. 81 66886. 2 68 66883. 3 7.6 8855.00 . 68 68 68686. 5.937 4 1 3 6 9 . 3 5 68 0 .30 6 6 0 3 64 88 23 4.9 68 42 84 06 6.2 686.2 .3840 . . .23 8 . 5 0 5 6 8 3 8 . 6 . . 3 6 4 5 7 . 7 8 5 . 0 6 6 4 7 4 4 1 5 9 3 8 FOUND IRON PIPE 3. 66885. 6.4.90 68 68 68 6.0 68 6.1 9 68 68 68 68 1 6.5 68 5.6 68 4. 68 3.9 68 68 W. 66885 6.7 68 0 7.0 68 .44 68 5 68 0.09' 68 68 4 3 6 6.9 4.6 1 5 9 1 8 8 . 8 . 3 9 6 6 6 6 668 7 68 1 6. 80 6 68 68 6.1 3 6.954 6.8.344 66885. 8.4 0 1 2 4 .398 4.4 3 .424 68 66886. 68 88.3 0 6.280 6.5 8865.8 5.9 6.2742 07 66883.9 3 .69 5.3 33 8 . 8865.9 . 6 2 6 8 3 8 66885. 5 68 6 4 . 4 4 7 6 8 6 3 6 6 9 66885 6 5. 7 6. 4. 96 68 68 68 5.3 6.493 6.274 7.7 6.3 8 66884.7 6883. 68 .912 68 66885. 66885. 68 .96 66885.8 .06 .4.070 8866.4 66 7 41 1509 85 2 865.61 . 4 6 4 3 9 6 5 . . 6 . 6 . 8 6 7 6 .945 8 5 5 6 01 6684 684 42 2 71 3 68 0 66885. 6 4 68 4.5 .53 66885. 66886. 4.4 7.0 5.6 4.8 4. 4 3 5.9 66886. 68 684 68 68 68 68 33 084 9 7 6884.49 52 81 22 .80 68 5.1 4 6 5 1 6 6 0 3 5 . . . 7 . . . 8 4 2 67.4. 3 8 6 4 5 6 6 5 ..75 . 54.5 65.8 68 5.9 6 6 3 0 . . . 6 . 8 8 8 6 1 4 8 8 5 6688 4 4 5 6 6 6 8 9 8 6 6 8 . 5 8 8 8 8 8 6 6 6 68 3 6 3 8 6 6 6 6 6 3 2 3 6 8 2 4. 6 68 4.4 45 668 .30 6.718 8.3 8.6 66883.8 5.835 9 685.56 68 4 6 . 1 7 856.7.20 85 .82 66886. 68 .37 .12 68 66885. 8843.99 5.5 4 6684 4.3 68 6 4 .6 7.2 65.0.70 99 84 85 6 . 8 8 8 8 FFE 8 6 6 8 6 6 5 4 6 6 668 6 7 6 6 3 . 7 68 .96 0 1 8 85.8 .84 06 7 .9 5.843 5.5 85 4.3 8 .601 8.4 4 .05 7. 68 6.5 1 6.7 66885. 68 6 68 .32 68 8855.1 .50 68 6 12 7 68 .22 67 66886.0 68 6 8 6 8 5 3 8 7 1 7 1 5 8 3 3 3 4 . . . 7 3 6 8 6 5 5 6 8 6 6 5 .1 9 6 68 4. 9 4. 1 .4 1 6884.237 .259 4.622 4.332 4.510 844..12 4.7 5 8 68 68876.6 66885.1 68855.0 6.5 8 6. 16 66884.2 66884.2 68844.1 3 668 66884. 66884. 66884. 6 66884.6 6 . 4 7 .80 6 5.5 66886.066886. 9 .42 6 .33 .3 6 23684 66883. 84 7.8 68 1 0633 87 3 6.6 6 . 87 687 2 . 0 6 . 8 5 6 68 7 43.8 4 . 3 5 6 8 0 . 8 . 6 2 4 8 6 . 6 6 5 6 5 68 5 68 3 5 3.6 68 57 .51 68 68 9 0 68 68 6 5.0 6 87. 687 7.54 5.8 6 .0 6.2 8 6.5 7.6 0 6 68 68 .73 .02 68 8 .82 43.2.75 .57 0 7.6 6 10 4 68 .03 7.7 3 4 68 6 . 2 6 . 7 6 8 5 8 1 7 8 2 8 8 8 6 . 3 5 . 5 8 6 8 6 8 8.6 6 9 . 6 6 8 5. 6 6 6 68 5 68 68 5 6.85 68 85 87 68 68 .8.497 87 65.0.58 6.1 5.0 27 31 4.5 7 74 3 .70 9 67.42' 6 6 . . . 9 6 6 6 8 8 2 147.99' 8 1 7 9 4 8 5 7 0 0 7 7 8 8 . . 4 6 6 9 6 . 1 3 1 5 6 9 6686 6 5 6 4 .6 7. 68 68 3.9 68 68 648 6 87 601 7.1 7. 34 3.8 8 3.6 5.386 68 68 8 5.8 068 .2 4.3 68 6.9 4 7.8 687 3.5 68 8 68 68 8 6 687. 34 .26 0 .54 6.9 68 .68 2 87. 68 66884. 7.4 66885.3 5.734 68 7 .8 66886.4 68 68 47 6.9 .2.763 . 87 88 .40 86 .28 7.12 2 .1 0 04 68 0 5.6 4 9 7.2 6 8 6 7 .59 68 6 . 5 9 68 6 .36 . 7 0 7 5 8 0 8 . 6 . 8 8 2.30 6688 7 7 2 8 . 3 7 6 6 8 8 4 0 8 97 6 . . 6 46685 7 . . 6 6 5 8 5 4 7 8 8 6 6 9 4 6 6 . 7 . 5 2 2 8 6 . 7 . 8 68 6 2 8 8 6 6 . 5 4 8 9 8 5 8 7 6 3 6 97 6 6 8 6. 5 .1 7. 68 68 84 .2 8 6.6 0 68 68 .25 7.2 6 68 6 68 68 0 . 66885.7 7.0 87 7.3 68 87.5 .29 6684 68 .62 .08 1 .41 8 68 9 .420 4 4.373 68 686 68 85 76 4 83 48 6.3 468866.01 87 6 1 68 0 68 8876.9 66883. 77.7.4087.5.32 6 2 9 8..062 6 5 8 6 4 . . 6 . 8 2 . 4 0 . 8 0 6 2 3 7 6 7 . 6 668 6 8 8 6 6 87 6 6 6 6 5.9 43.3.76 7.5687 68 68 .5.189 7.8 6 66885. 8 76.1.65 68 5.1 6 8 3 8 8 4 68 8 8 6 8 6 6 8 2 68 8.5.36 6 . 6 56 8 4 605 8 6 6 8 . 6 7 .3 3 6 8 6 6 4 8 6 . 7 6 8 8 2 7 6 5.6 4 8 1 6 86 6 9 2 4 3. 5 4 66886. 6.7.108 6 2 68 2 1 3 68 79 5.3 1 6.9 7 7 1 66883. 1 684.67 6.944 86.2.20 68 6.8.49 668 7.4 7 4.6 .91 686. 6.2 6884.8 .42 7.594 66886.4 7.1 8 7 .3 7.159 7.2 7.1 5.2 66886 4 7.6 66886. 684.21 2 66886.9 2 68 6 68 66886. .50 68 .33 66886.6 5 66886.55 .58667.3.0004 66886. 4 68 68 .26 685 3887 36 68 8 68 .41 5 6 5 . . 9 0 5 3 3 1 1 3 7 . 9 . 8 7 4 . 0 . 7 . 2 6 7 6 3 . 8 6 5 6 . 0 7 6 6 6 7 9 4 6 9 . 5 6 68 68 7 7.5.99 4.9 7.182 68 68 688769.8 68 1 8 .69868 3 68 68 66884. 6.0 686 5.6 66886. 68.36 7.0 7 68 66886. 68866.4 6 0 4 68 0 5 66886. 2 66884. 7.720 87 .0 6877..60 66886 6 4.164 6.1 4.1 68 7.380 68 6 66886.4 83 4.9 6 8.5 4.042 66887. 6687 00 6 8.050 7.832 43.3.80 6.2 68 68 66886. 6 8 2 9 5 8 8 8 6 68 8 5 . 66887. 66887. 4 6 6 1 . . 8 ..97 8 4 4 3 7 7 4 0 4 6 8 . 6 8 1 6 6..25 .193 1 2 3 68 8968 0 66883 6. 86 7.2 7 66887. 66887 6886.9 0 8 7.8 3 7.9 87.9 687. 87.877.55 68.756 .31 66886.6 6.733 6..03 6.4 1 2 8.5 7 .15 6685 68854.7 6887.8 68 6 6 6 47 0 2 68 88.3 86 685 86 3.3 6 6 6 6 8 6 6 6 .47 2 34 4 7 6.7 .48 83.34 4 . .58 85 5.8 7.2 6 5 4 68 7.6 9 86 85 6 43.3.77 68 6.66785.51 6886.7 .30 65.1.25 66887.1 6 3 76.2.80 6 .28 6 8 4 8 8 3 6 6 8 668 668 5 6 6 9. 68 686 68 .88 68 68 .56 9.04 4.389 8 3 .09 .16 .72 686 66883. 2 87 65 6865.39 64 3.4 .7.8038 9 6.7 686 .7.118 689 68 8 . . 6 8 6 8 7 9 5 5 . 8 6 7 7.7 6 6 686886.77.8.72 42 66887 68 68 85 .3.833 9 88.2 68 1 5 6 8 4 3 2 1 6 4 . . 5 68 66886 6876..67 . 8 6 .3 5 6 66883 1 8 6. 6.4 6 68 68 68 68 68 0 686 6 6 9 7.5 3 4.3 68 3.7 66886.9 68 3.7 9 7 8.1 3.4 .54 53 68 2706 8 5 8 6.6 . . 8 3 5 2 6 6 8 . 5 5 8.2 68 2 8 8 . 6 . 7 1 7 .9 88 90 62 8 0 0 8 8 6 6 4 . 4 . 3 8 7 6 6 8 6 6 1 . 8 0 4 6687 3 1 4. 30 68 5 68 86. 86. 86. 5.3 4 6 6.0 68 5.1 68 684. 66884. 6 6 6 8 7.5 7 68 85.2 68 68 685.65 66886.9 6.4 6 8 1 5 1 6 6 .79 5 FFE 6. 3. 2 3 4.377 7 88 89 .249 .24 68 66883. 6.9 .9 66 68 7.9 88 688. 6 9.45 8865.44 68865.2 3 7 . 6 . 68 686 68 7.84 43.7 8 7 2 8 6 . 6 8 6 8 5 8 7 668 0 0 668 6 5. 7.607 4.488 3 68 9 .22 66887. .91 .1 .84 66883. 0 5 0 26 6.7 87 6 86 687 867.6016 2 6.7 6.4 6.5 6 9 6 6 . . 8 68 8 6 8 6 2 5 6 6 6 66887. 8 .94 66885. 7.0 8 35 68 .02 66887. 6.8 86 68 85.2683. 8 85 .1.463 .41 6.829 68 6 0 6 6 6 3 0 1 8 3 . 8 7.8 3 66 5 2 .703 4 6 6887.7 7.5 43.3.83 8877.1 5.6 68 .29 0 68 20 8 6 8 4 4 1 68 6 6 6 . 6 6 8 7 1 6 8 4 8 . 5 6 . 6 6 9 4 6 7 . 6 7 5 . 8 . 1 4 8 86 .33 8 6 4 68872. 6 7 1 68 66883. .8 4 68 66887. 5.1 68 7.368.3829 68 66886.0 7 .56 8 1 5 5 0 7 8 4 6 7.6 7 6. 9.4 .86 7. 74 5 6.8 0 6887.0 68 68 689 7 66886. 68 64 6.4 .8226 17 4.8 . 6 .49 3 8 7 . 8 8 6 5 3 . 6 8 4 6 9.2 68 68 .169 87 6.9 5 .56 1 4.9.54 66883.7 3 89 68 87 6 68 ..3877 3 .06 686. 6.7 686 86.1 66884 6 2 4.7 .60 4 8 7 8 6 . 8 8 . 8 6 3 6 6 8 6683 2 1 5 6 86 3 68 68 68 5.6 5.9 3.5 3 7.0 8 3.3 8 68 68 68 .86 6869 68 85.4 .68 43.2.79 76.2.78 4 5 6 8 8 8 . 6 8 6 668 668 6 4 5 8 6 6. 6 4.0 7.496 7.506 68 68 9 68 66886. 66887. .77 .59 6.3 1670 2 . 3 3 7 6 5 2 5 8 8 6 5 68 . 6 . 6 6 4 3. 7.6 3 6. 5.3 2 66884 68 68 66887.1 7 68 68 85.2 9 4 5 1 . 9 0 . 7 5 . .53 6 6 6 6 5 .7 7.497 8 7.6 687 68 68 .20 68 8 86 .200 6.1 0 66886. 68 3 43.2.78 87 54 6 6 8865.4 66885.2 3 1 9 . 8 6 . . 6 5 6 6 . 6 5 6 68 68 6.2 68 68 0 683 85 68 3 7 .60 .29 87..28 4.266 85 7.2 66883. 77.6.18 687 6687 .30 6 8 5 9 1 6 68 668 8 9 0 2 2 6 . . . 6 6 9 8 . 1 7 6 4 7 9 6 8 5 4 7.497 66885. 66883. 68 81 7 2.1 68 1.7 2.8 66886. 5.6 . 68 5.316 68 68 68 88 0 763.68 .83 66886. . 6 6 4 . 3 9 5 8 68 68 68 .17 8 6 68 .0.666 6854.2.79 1 4 7 3 0.1 9 . 5 5 8 . 4 8 7 8 . 3 4 6 3 62 6 5 66884 7. 19 5 68 5.1 3 4.276 68 3.74 68 68 0.0 66887. 5.174 8 68 9.7 9.8 66883. 3 4.2 .395 68 66884. 67 68 67 68 843..390 8854.8 8 8 76.5.99 50 .76 6 . 0 0 3 8 . 2 0 6 . 9 5 668 6 5 1 68 7.5 0 67 6 71 68 6.6 86 5.2 68 85.4 6887.4 68 6 68 36.783. .34 6 8 0 4 6 8 67 6 0 68 7.5 7 7. 12 9.8 4.2 2 66887.0 66887. 8 67 66883.7 66885. 76 1 7 3 5 . 4.730 7.3 6.242 86 .2 7.2 68 4.278 6 9 .08 685.64 8 7 7 7 66885. 6685 . 66883. 6 4 9 6 2 68 6. FFE 68 3.4 5.8 68 6 2 3 68 68 5.6 5.3 43.2.72 .87 8 5 0 8 68 6 2 6 1 6 88 . 7 . .686 68 ..9489 6 .99 8854.7 84 8877.1 7.4 1 99 7 4 6 6 6 . 8 5 3 8 68 . 8 7 6 6 9 6 7.0 8 8 5 3 4 1 8 8 5 2 6 . 6 5 . 2 1 7 6 . 3 68 68 .6.174 83 .33 5.6 6865..51 68865.2 .41 4.86 83 38 5 0.4 682. 7 6 . 4 8 6 685.61 8 8 1 7 8 5 6 8 6 68.06 68 9 6687 6 6 6 6 68 87.2 9.8 6 .8 5 FFE 7.6 8 8 18 67 5.7 6 68 0 684 29 66887.1 . 4.9 68 78 6 3 .1 52 5..83 3 0 . 68 685 . 0 5 7 4 8 6 68 85. 3 66884 66883. .33 683. 9 7.0 68 0 2 5 6 3 . 3 5 2 . 0 2 68 . 3 9 . 4 2 8 8 4 6 3 4 5 . 7 . 8 5 . 8 1 . 0 8 7 5 6683 3 68 068 68 5. 4.3 68 6887. .52 69.02 .953 8 6.9 9 68 68 68 .12 68 4.9 3 844.4 68687.4 4.389 68 68 68 76.1.61 .4.913 .68 1 668 85 66883. 8 7 5 6 6 . 668 886 8 4 5 5 6 6 7 1 8 . 6 5 . 6 6 4 .6 9 5 . 8 5 9 6 68 5 68 3 67 1 3.8 2 .52 7.3 4 68 .559 43.3.88 3716 839 0.2 7 . 5 1 66886.8 8 3 6 8 6 5 8 4 6 8 4 . . 8 884. 6 85. 3 5 4 4 9. 6 6 . 6 8 8 8 4 7 5 2 6 6 6 6 4. 94 8 4 6 68 686. 66883. 6.837 5.3 66886. 68 5 0 .834 7.052 6.9 8866.3 66886. 68 7 18 3 6 0 7 4 . 7 . 2 . 6 9 4 9 7. 4 6 8 67 0.45 66883.8 67 68 8 0 9.6 8 4 80. .02 7.1 25 43.3.91 68 6.8 .28 82 68 7.04 0 9.8 .460 432679 6 8 . 8 9 6 8 6 4 7 6 8 6 9 8 5 0 6 1 8 6 6 80 .5 .5 6 .7 8 . . 4 . . 8 6 9 3 6 6 0 7 . 8 5 5 6 . 6 1 1 9 4 8 0 68 2.49 68 68 5.1 68 79 0.2 68 681.72 80.83 67 3.5 5 4.594 68 .67 68 68 2.440.87 71 .75 .649 68 66883. 68 4.2 84 32 0 83 8 6 8 7 . 4 . 6 . 68 68 680. 681 680 7 6 7 3 2 86 .0 0 66886.3 7.1721 7 7 3.1 3.5 68 4.0 2 6686 3 3 3.7 68 3.8 68 .47 52 854.2.77 68 66886. 2 .5291 5.6 68 65.0.54 68 14 84 7 685. 4.7 668 4 8 3 8 . 5 6 5 8 4 . 6 . . 5 6 8 5 2 6 4 85 ..00 884 5 8 5 0 3 8 1 . 0 9 8 5 9 .028 6 . 8 6 . 8 0 4 . . 6 5 .465 8 5 668 5 6 5 6 6 5 5 .8 1 7.368887.5 6 .60 6 6.3 6.4.95 8876.9 68 07 6685 68 .5.048 0671 68 66885. 8844.5 8 8 6 5 5 9 8 8 687.40 6 . . . 5 5 . 6 6 6 6 5 8 . 6 6 6 6 3 5 5 6 6 5 6 4.953 66885 68 4.4 5 66885. 6.1 68 68 3 6 68 39 66884.9 66883.9 68 5024 86.4.98 6865. .86 8366 5076 66884. ..4966 66.9.36 0 1 . . . 5 6 8 0 1 4 6 4 7 . 5 . . 0 668 668 2 5 5 0 68 66885 66886. 66884 66887. 4.4 0 6.5 1 4 5 66885. .00 6.5 8 4 68 66883.9 66886.0 6.056 7 5.4 66886.0 5 5.7 66885. ..6235 66886.5 66885. .20 685.43 43.4.95 68 5 68 5 8 8 5 8 6.0 2 668 .4 2 6685 5 68 68 5 96 3 1 6 1 66885. 1 5.5 5 5.882 68658. 6.06865.0.62 68 5.985.9 606885. .25 68 65.4.98 .49 .2.799 8 9 .6.186 6 8 5 5 4 6 8 1 1 6 6 4 7 5 8 6 8 2 6 5 6 6 7.735 6 866.6 66884 4 .98 6 66886 2 68 6.4948 6 9.2 .014 5.8 5.0 .172 .43 6.7 4.0 6.494 66887. .158 68 43.3.83 68 89.2 6866.80 8854.5 68 68 68 885. 6.4.95 4 87 68 68 ..504 66885. 8 6 3 0 6 4 5 6 . 6 . 6 2 6 8 8 1 . 8 5 7 6 . 8 4 97 6 6 85 6 5 29 66886 3 9 68 5.8 66884. 7.1 68 84.4.92 6 686.15 0 66885. 5.68 8.9 68 68 6 6683 6.490 6.7 68 68 7 5.36 FFE 9 66885. 6.3.898 68856.4 68 9 4 0 . . 2 6 3 8 . 5 68 .956 8 85 8 5 6 6685 . . 6 8 5 5 . 5 5 8 6 5 5 6 9 6. 05 6 68 68 5.8 0 68 66886. 5 5.9 4 68 4 5.2 68 68 5.060 4.381 0 .11 59 84.9.52 1 .72 68 5 2 7 5 4 66884. 8 . 66883. .56 8 0 .59 8 7.167 43.8 6684 5. 5 6 6 8 7.4 5.6 8 66886. 668 6 68 68 68

.9 84

686.10 686.27

685.45

685.51

685.57

687.56 687.30

686.36

16.97'

BUILDING CORNER 12.71' N.

N49° 01' 06"W

17.00'

684.96

684.51

R 686.37

ROAD OLD CHECKER687.25 687.20

685.70

685.14

687.18

684.70

121.50'

12.72'

685.22

684.46

R 686.50

R 685.18

685.00

688.09

R 683.85

685.25

687.40

684.95

11.52'

R 687.20 687.50

687.40 687.50

687.90 685.70

R 686.90

686.37

A=22.80' R=150.00' CB=N29°02'17"E

785.34'

16.03'

684.38

A=29.86' R=97.00' CB=N42°11'34"E

S56° 37' 28"E

687.11

686.60

487.58' 685.34

7.9

29"E

9.00'

A=24.01' R=25.00' CB=N23°29'45"E

N85° 58' 54"E R 683.95

687.16

685.72 686.56 685.49 685.80

685.42

25.03'

686.75

' S09° 16

N04° 01' 06"W

R 687.12 R 686.60

688.43 689.15

R 686.65

3 OUTE 8

S85° 58' 54"W

685.60

687.01

687.22

687.40

687.33

686.90

685.50

687.20

687.38

687.37

686.10

685.40

R 687.00

IS R ILLINO

4 3 6 6.46.3 .2 6885. 68 68 686 6 9 0 .033 6.4 86.3 8865.8 8 6 6 6 6 2 6.4 03 . 31 68 86 6865..84 5 6 0 68 6.7 68 686.4

.4 85

9 8.2 9 6887.7 6

0 6.6

3. PROVIDE 1.50% CROSS SLOPE AND 4.00% MAXIMUM LONGITUDINAL SLOPE ON ALL SIDEWALKS AND PEDESTRIAN PATHS UNLESS OTHERWISE INDICATED. PLEASE NOTE THAT THE ILLINOIS ACCESSIBILITY CODE REQUIRES A MAXIMUM CONSTRUCTED CROSS SLOPE OF 2.00% AND LONGITUDINAL SLOPE OF 5.00%.

686.20

687.40

70.00'

N2 4° 41 82. ' 02"E 00'

684.35

685.80

686.40

687.40

N24° 41' 02"E 42.14'

686.50

LOT 6

30.95'

685.30

FF 686.00

R 687.20

685.00

R 685.20

686.10

R 685.65

686.30 R 685.90

R 684.50

686.40

685.80

11.10'

R 685.00

686.20

686.50

A=119.00'

R 686.00

R=425.00'

N89° 44' 01"E

426.01'

686.20

685.30

243.32'

686.40

686.00

A=30.58'

N00° 15' 59"W 42.71'

65.00' S89° 44' 01"W

686.35

688.33

686.50

685.80

685.40

686.85

684.75

R 685.12

684.75

686.00

684.62

685.50

63.25' R 683.91 S89° 44' 01"W

S89° 44' 01"W

R 684.50

686.00 A=22.04' R=77.00' CB=N82°04'08"W

R=210.00'

686.20

684.29

685.00

R 685.65

685.40

50.00' S89° 44' 01"W

215.41'

684.55

FF 687.00

R 684.30

686.35

685.00

684.10

N00° 15' 59"W 12.00'

FF 686.00

R 684.01

685.00

S00° 15' 59"E 15.13'

S80° 43' 44"W 8.97'

R 685.20

WATER

S09° 16' 16"E 48.27'

685.30

687.70

685.00

LOT 5686.70

685.70

R 685.20

R 684.30

LOT 7

685.00

S04° 43' 20"E

N06° 35' 4

684.66

4"W

685.00

R 684.30

151.30'

333.60'

685.40

687.15

686.10

685.10

WATER

684.50

687.50

684.90

684.40

686.40

685.30

5.14'

684.80

FOUND IRON PIPE 0.08 S. & 0.63' E.

R 684.30

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

N00° 15' 59"W 19.00'

THE CLOVE

13.76'

687.40

687.50 687.40

687.30

685.70

A=28.99' R=125.49' CB=N47°20'41"E

N52° 51' 30"E

70.00'

FF 688.00

687.40

R 687.25

S39° 36' 19"E

R 687.00

685.20

N04° 01' 06"W 74.98' (74.97')

12.00'

N38° 26' 06"E

687.93

686.90

GRADING PLAN - AREA 2

N53° 51' 25"W

687.96

PROJECT NO.:

A=74.99' R=375.00' CB=N30°24'49"E

686.20

685.40

8 7.945 66887.

4 7.2 68 7.8.344 66887

.99

1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIM ELEVATIONS WITHIN OR ALONG CURB AND GUTTER REFER TO EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE NOTED.

ILLINOIS

685.70 .70 85

685.58

686.97 8 686.48 6.5 3

687.10688

3 7.9 5 66887.4

NOTES:

8.5 68

686.90

BUFFALO GROVE

686.78 FFE

2 7.7 9 66887.1 0 7.9 9 66887.3

686.7968877.7.286

686.10 686.27

4 5.6 3 66885.1

7 5.6 1 66885.2

.81

7 8.1

9.0

DRAWN BY:

4.9

8 5.2

.99

6 68

686.90

685.55

MV/TK

6.8

66886 686.62

.1 86

686.18

3 4.8

0 5.6 9 66885.0

1 2 5.4 .8 2 68 68855.3 6

6.3

5 7.3.91

4 7.1 4 66886.6

0 8.725 66888.

3 6.3

6.1

5 6.8

686.72

DESCRIPTION

.342 887.9 .62 668 8 68

9 8.1

.70

5 5.611 66885.

2 5.727 66885.

6.6 5 66886.1

8 7.281 66886.

1 7.276 66886.

NO. DATE

3 8.273 66887.

686.75 FFE

.3 85

0 5.0 68

686.294

9 6.949 66886. 8 7.0 8 66886.5

.83

6 6.509 66886.

8 6.7 9 66886.2

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

8 8.0 5 66887.7

.5 88

3 6.4.04 .144 8865.6 66886 2 6 4 3 0 9 . 6.616 8.5 87.8 686 6 .42 66886. 6 68 6 .53 8 6 86 6 6 6686 8 2 6 1 6 0 7. .8 9885 .1 85..945 6 68 686686.0 .654 6.8 68

68 6586 6 1 6.4.4 .34 6.3 6 68 .446 66885.48 6 9 . 68 2 5 6.2 68 95 68 .17 685.6.2860 6 8 66885. 6 68 686 686. 6.3 .28 17 3 867 3 6.5 68 6.58686. 3186.98 7 68 6. 6.9 68 68 286.266.206.17 . 1 6 6 6. 68 68 68 68 68

0 5.4 6 66884.29 4.8 68

4 68

1 5.721 66885.

5 6.5 68 6.55 68

4 5.618 66885.

6 5.9 9 6885.4 6

2 5.833 66885.

6 5.6 5 68 86.3.88 6 85 6 4 6.4 5 6885.9 6

PROJECT MANAGER: NO.

9 8.734 66888.

686.77 FFE

2 5.5 2 66885.0

4 6.0 1 6885.5 6 4 3 5.2 5.5 68 68

4 5.0 1 68 85.6.13 6685

4 5.945 66885. 99 5. 0 66885.5

8 5.7 2 66885.3

REVISIONS

.3 87

7 8.387 66887. 2 8.496 66887. .6 2 88

2 .95 5.7 685 3 68 6.3 68

5 6.058 66885.

4 5.618 66885.

ORIGINAL ISSUE DATE: APRIL 21, 2022

4 7.6

8 8.519 66888.

.62 0 6.1 8 66885.5

5 68

.37 36 5 86 86. 86.2 9 .458 6 6 66 6 3 8 .0 .0 6865.2.78 6.6 6 87 6 87 68 68 6.59686.3 2 6 6 68 6 86.4 87.0 6 6 41 3134 .27 2686.68668. 6.686 6 . 6 68

312.36'

8 8.281 66887.

.959 3 .44 .1 85 .4 .32 687 687 4 6685 8 68 6.3 68

3 8.616 66888. 2 8 .6 2 0 66888.16888..616 68 2 0 8.0 7.9 68 68

68 6 6.7 68

4 5.400 66885. 37 5. 88 66884.

8 5.6 2 6885.3 6

DRIVE THRU

8.1

8.3 68

6 8.4 68

N04° 01' 06"W

5 8.7 5 6888.2 6

9 8.7 5 66888.3

9 8.7 7 66888.3

MATCHLINE SEE SEE C4.1 FOR CONTINUATION 686.49

3 6.6 68 .62 6 .422 68 .39 86 .9 86 6685 6 9 .54 6.5 686 .4642 42 68 6 . . 8 6 686686 6

6.7

1 68 6.7

20360

0 8.5 68 .37 8 68

3 9.6 68 9.18 68

FF 686.00

R 684.30

685.00

686.10

685.55

685.40

' 44"E N80° 43 86.11'

684.70

N85° 58' 54"E 63.10'

685.00

S04° 01' 06"

N04° 01' 0

MATCHLINE SEE SEE C4.3 FOR CONTINUATION

686.00

686.03

R 685.20

DRAWING NO. GRAPHIC SCALE

C4.2

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C4.1 Grd20360 S03.dwg 5/10/2022

7 4.8

68 685.30

5 68

.14

7 4.2

7 68

7.0

.36

7.2

5 68

685.30 8 4 .2 68

6 4.2 68

4.4

.6 84

R 684.84

.40

4.5

5.6

R 684.60

4.7

6 .02 86

.03

.0 86

6 6 5.3 8 7 6 6 5. 9 68 5.5 68

0 5.270 66884. 7 5.1 0 66884.7

6 68 .18

66884. 4. 59 0 04 4.052 66884. 5 4.509 66884. 5 4.620 66884.

685.20

685.40 0 4.726 66884. 4 4.728 66884.

.46

3 68

.3 84

.16

0 5.379 0 68 4. 4.7 .72 68 68 .294 4 5 8 68 .295 66884. 5 7 66884.

3 68

685.40

684.70 68

3.9

684.20

.33

3.4

4 68

685.50

684.90

5 4.384 66883.

66884. 3.948 9 4 4.489 66883.

3.6

4.1

684.40

683.90 2 3.3

685.30

.3 88

8.3

6.9

5.9

4 68

5.1

4.4

4.5

4.7

686.00

1 5.1 68 5.14 8 6

FF 686.00

685.00

4.4

4.4 68

4.5

4.8

.99

.87

3.4

54 4 9 3. 2.5 83.5 68 68 6 3 2.9 68

3.4

3.9

4.3

8 .9 2 6 84

2.8

2.6 68

3 68

0 3.0 68 2.3

.32

5.9 688 2 . 84

0 4.728 66884.

5 3.0

68 68

7 2.5

4.8

.92

4.6

4 68

685.00

683.90

4.6

684.81

2 5.052 66884. .46 1 4 68 5.050 3 66884. 44.9.52 8 668 4 4.5 68 5 4.9 9 66884.4 4 4 6.1 4.1 68 68

684.49

685.40

R 683.20

685.20

684.68

685.00

684.08

684.99

R 684.14

9 5 53 5.9 4.4 684. 68 1 9 .654 .47 .4 2.1 6.28 82 .2 3 84 4684 68 84 82.4 6682 4.2 684.2 6 8 19 8 8 6 84 6 2.3 82. 82.6.363 2.2 8 68 .11 0 2.0 68 8282.1 68 01 .03 68 6 6682 .2 6822.8 68 68 6 2 1 . 6 .314 2 2.0 2.0 68 2.1682 68 .068 7 9 8 0 7 6 2 8 2.116 3 .1 7 66881. 668828.1.968822.1 4 6 26 6 0 . 9 2.166 2 7 1.4 68 1. 66881. 1 .943 68 1.58 68 8811.56 .0.70 6 8 2 81 6 66881 .47 6 2 4 .43 1.5 2.0 1 8 8 68 0 6 6 3 . 2 1 68 1.3 9 68 11.9.41 8 668 BUILDING CORER 9 0 1.6 2 2.1 4 66881.1 68 4.73' S. 11.9.36 8 6682 7 1.499 2.0 66880. 68 6 .3 9 6 810.8 N. FACE OF WALL 0.8 668 68 4 0.53' N. 3 1.150 66880. 11.9.11 8 668 0 2.0 7 68 682.11 .697 0.7 8 6880.2 .695 68800.0 FFE 6 800.1 6 68 6

S86° 26' 20"W

684.50

683.25

684.15

684.10

88.02' S85° 58' 40"W

R 682.72

684.41

3 1 4.7 0 4.621 66884.3 66884.

684.20

683.60

683.80

N21° 49' 45"W 72.15'

.4 84

1 4.0 9 5 68 .28 5.054 5.2 7 .803 4 4 4 84 .3 66884. 6884.6 5.0.435 0 3. 6 8 6 68 4 6 5 6684 3.8 68 2.18 7 . 8 4 4 68 68 6 8 668 68685. 4. 30 5.3 7 3.45 82.1 8 4 4 66884. . 6 0 . 3 8 6 86 5 68 6 6 2 . 3 84 2.0 6 68

684.33

4 2.7 68

685.40

6.0

.89

4.4

T/C 686.00 E/P 685.50

3 68

3.5

' 43"E N82° 00 84.71'

684.25

686.00

9 4.5

685.40

2 68

4.3

6.3

685.10 1

MOBILE GENERATOR

8 3 .0 68

2 4.3 68

0 .689 844.2 7.1 68 5.09 668 68

2 4.4

3 68

2 6.3

684.00

' 29"E S09° 16 138.23'

684.16

132.11' ' 17"W N07° 59

685.30 684.80

684.75

685.50

N00° 34' 45"E 684.35 23.72' .29

685.00

684.00

R 684.04 6.1

684.92

684.24

1 .28 6.9 87 68 6 2 2 5 7.2 .9 68 686 4.5 68

684.80

AD) RY RO ICATED D (McHEN E D OFORE .O.W. HERET LE WIDTH R VARIAB

.7 85

LOT 2

R 683.50

4 2 6.7 68 686.6 3 0 . 87

6 5.384 66884. 5.3852 8 6684. 2 .4 9 66885. 68854.8 5.280 6 8

5 5.944 66885.

684.60

684.00

4.6

.5 85

2 6.0 9 66885.6

TE 83

682.00

FOUND IRON PIPE.35 0 6 6.5 68 0.41' W. 68

3 6.1 9 0 66885.6 0 5.8 0 68 5.4 6.1 4 66885.65.9554 84 68 668856.855. .41 68 .56 85 6 5.7 5.65 6 8 6 68

295.83'

7.0 68

686.96

.04

6 68

856.1 .552 685.69

0 6.154 66885.

N80° 43' 44"E 11.00'

' 29"E

3 5.8 68

668

4.6

684.71

R 684.89

5.3 4 8 5..624 8 6685

S09° 16

4 5.0 6 66884.6

6 0 .340 5.176 .001 04 4 5.499 85 .9 68 4. 68854.6785. 66884. 6684 68 4.775 6 66884. 6 84 31 0 . 5. 9 4.7 4.7 684.75 6787 3 684 6884.8 . 8 6 8 4 . 6 4.768 84 86 6 .12 0 4 3 . 5 6. 86.5 68 .686684 68 68 6 5 4 8 2 68 5.06 85.0 2 5.4 6.8 8 . 8 6 485 3 68 6 6 3 . 6 5 6 7 7 68 6.9 8 68 5.05.0 .28 85 5 68 68 6.8 .81 6 8 6 6 1 0 . 68 1 04 85 4 5. 68 685. 50 9 65.1 5.6 68 5. 505 8 1 68 8 . 6 .6 5 5. 85 6868 .112 .706 .14 .47 8865.5 .0.571 85 685 6 6 6 85 6 66885 0 5.243 6 4 . 8 1 0685 6685. 3 5.4 0 68 5.4 .4 5 5 68 5.3 9 68 8 2 6 6685. 6.3 68 8 2 4.9 44 5.1 68 6854..90 68 8 6

684.91

9 7 4.8.46 6.366884 8 8 0 7. 6 4 0 68 5. 68

0 .47 6.0 686 68

3 6 .8 68

1 5.724 66885. 5 5.4 1 68 85.8.37 6 85 6

6 5.7 4 66885.4

1 6.046 66885.

R 683.60

685.50

8 6.6

684.70

684.00

684.50

.7 2 86

686.00

9 4.942 9 66884. 4.9 3 66884.5 2 0 . 0 5 66884.4 3 4.4 4 68 6854..048684 .48 68 7 4.5 .27 68

R 683.60

684.00

4 4.8 68

5 7.3 .02 0 68 68785.5 .27 6 .92685 6 5 5.3 68 46 68 . 5 .118 68 66884. 68854.6 4.598 6 2 1 6.9 68

5.3

1 5.935 66885.

1 5.4 0 6884.9 6

7 5.4 4 66885.0

6 5.498 66884. 1 5.4 2 66884.9

6 4 .09 4 .08 2 .67 .64 4.7 6 8854.75 68 84 83683 68 44..719 6684 0 6 6 6 66885. 8 4 . 1 3 .2.838 84 .66 668 3 6 9 3 2 5 6 3 . . 4 8 . 885 .11 5 3 50 7.1 3 6 6 8 1 5 8 6 5.1 5.177 68 6 6 54..161 .63 8522 8 8 6884. . 8 7 4 1 6 2 5 6 . 6 4 0 68 68 3 0 4 6 3. 66885. 6.7 67 6.267 5 68 4.5 5.1 2 68 68 66885. 54.2.69 4 5.2 6. 39 .71 68 84.9 684.83 68 6 8 8 5 0 6 68 6 686. 85.544 8 5 1 0 6 . 6 . 3 68 4 5 3 684.88 5 6 85. 4. 68 8 66884.5 .182 5.8 68 6 2 68 .215.1 68854.7 4 .5194 79 685.1 685 68 6 5 6 . 7 . 4 1 5 5 . 7 4 8 . 68 1 68 . . 4 8 7 6 4 0 5 5 9 5 8 8 6 7 6 7 8 4 84 .64 6 3 6 68 .99 685. 5.385 5.6 85.2 68 4.9 4.507 .21 5.162 0 66884. 68 68 4 66884. 6 66884. 5 68 54.1.59 8 3 16 .51 . 8 6 9 . 4 6 4.7 0 . 1 4 6 4 9 4 5 8 7 5 .696 8 4 .7 6 .9 68 3.9 6884.2 9 54.1.646.662 .0.651618 68 85.6 68 8866.2 5.6 6284 4805 3.8 . 8 8 85 .69684 8 . 6 6 8 . 8 6 6 4 6 6 6 5 6 8 6 . 7 6 6 2 6 4 5 6685 85. .27 .9 6 85 6884. 68 68 5 66884 4.9 5.062 73 3.6 5.1 68 5.13 684 6 5.734 6 3 .17 68 66884. 68 68 66885. 85 68 3.9 0673 .3.847 .96 6 . 8 5 7 5 8 4 5 7 6 0 5.402 3 884 . . 8 2 .9 68 1 2 6 . 4 6 0 5 . 6 0 6 4 5 6 5 6 8 5. 47 0 68 68 66886. .13 8 5.164 5.1 .46 66884. .34 68 76 66884. 84.8.32 .66 .04 68 85 .37 31 6865.75 5.1 66884. 18 685 76 85.7 3 . 5 4 6 . 5 8 6 . 8 5 8 8 8 5 6 9 8 5 5 6 6 6 9 6 6 68 68 66886.1 5.6 6 5 96 .76 5.2 3 8 0 68 66884.8 .18 5 5.7 4. 5.1 2 44.8.25 83 0 628 684 628 3 8 2 8 6 6 . 6 6 . 6 668 5 1 FOUND IRON 3. 3 PIPE 5 84 .0 2 .839 68 5.2 5.1 5. 68 .12 .0 .62 6 84 5.1 68 68 68 4.5 844.3 86686 83 7 6 AT CORNER .92 .67 68 74 70 .2.718 6 6 2 68 668 . 4 4 6 2 4 0 5 . 0 3 4 4 1 8 8 9 6 5 8 6 6 4. 3. 66884 3.6 3.1 3.5 68 5.7 5.6 66884. 4.7 0 6 84 68 68 68 68 68 1 .20 68 68 .541 6884.3 84..272 8854.70 .67 5.9 9 7 .3.902 .279 8844.1 7 .22 6 1 6 4 5 6 5 . 3 3 85 68 4 . 8 5 5 44.6.10 6 8 54.8 . 4 6 6 4 5 6 8 . 8 6 8 2 6 5 8 8 6 4 6 668 7 0 6 68 8 3.9 68 4 6 66883.9 6.6 5.389 68 0 5.1 7 .95 6 5.288 68 66884. 6.7 68 84 85.4.99 4.4 88 66884. . .19 8 4 6 8 3 5 6 2 4 6 668 8 5. 1 68 68 6 5 5.4 66884.9 3 5.064 3.2 .32 68 4.6.18 66884. 68 8854.93 .159 92 0 5.085.08 8 .74 8 6 0 8 4 8 6 . 9 . .08 5 6 . 9 .60 85 5 4 6 68 54.1.82 .3.704 .170 84 8 05 66884. 8844.4 .27685 687468 .07 .13 85 6 66884.6 .63 . 6 8 2 5 6 6 5.0 5 5 6 4 4 8 6 6 1 8 5 . 5 8 6 1 . 7 6 4 5.2 68 845.0 6 68 68 6884.8 68 85 685 5.05 68 85 85.2 668 668684. 44.9.37 68 .22 .46 5..6466 4 6 . 6 4 8 4 4 FOUND CROSS 4 3 5 8 9 9 2 2 3 6 9 . 5 3 6 6 5 43 686 2 5. 0 4. 9 3. 4 68 3 4.668 5.064 68 4.5 5 3 68 6884.8 68 68 4.8 6 3.3 5.7 6 4.9 66884. 3 68 3.5 AT68CORNER 5.1 6 5.7 6884.3 68 68 7 768 85.7 680 .08 6 11 95 5.1.66 6884.6 68 . 9 1 5 9 8 6 3 . . . 4 8 6 4 6 6 3 5 0 4 6 68 4.4 68 68 8 1 68 .19 5. 66884.4 98 .14 1 68 5 .040 1 85 68 . 3 5.3 4 5.8 4.5 .72 .20685 .11 8854.6 94 31.936 8844.5 66884.9 34 684.8 0593 68 5.66 . 8 4 5 . 5.5 6 . 7 0 6 6 4 4 6 8 8 4 8 5 7 5 0 . 6 6 .2168 6 6 6 4 68 5. 1 5 5. 9 68 68 68844.3 66884. 5.1 98 .20 85 5 66885.0 1 66884.5 5.0 4 4.5 7 68 .54 1 85 6 5.77 684. 6 .271 .61 68 66884.5 66884.1 8844.16 .9.583 8854.8 55.1.012 1 85 .32 .59 685.4 6 68 6 4 6 8 6 3 5 8 1 668 .1 .4 0 6 .93 8 4 0 7 6 6 5 8 68 6 8 3 8 . 0 2 2 . 5 5 . 84 0 6 4 .7 85 8638 56.485.1 685 66885. 5.4.944 85 10 6884.14.17 34 5.0 01 6 85 6 . . 8 8 6 2 2 . 8 7 6 4 5 8 6 3 5 8 9 6 BUILDING HEIGHT .186 6 5. 4 6 2 5. .8 36844.6 845..13 4. 3 68 1 68 68 3.8 6 8 .40 668 5.1 5 68 5.4.95 66884.4 68 61 3.5 68 5.274 68844.6 68 85 .42 .3 6 68 5.0 66884.6 6688449.0' 68 66884. 85 685 9 6 ..3984 6 0 68 1 3.2 2 6 5 3 4 6 1 8 5 . 9 . 4 8 1 6 . . .67 8 4 6 . 4.941 4 3 5 6 .4 6 4 5 9 3 4 8 5 . 8 8 1 . . 4 5 8 8 5 6 6 4 4 6 6 5.396 68 6884. .06285 .40 5.3 8 68 8 4 5.5 68 6 685 68 6 .909 5.3 4 68 6 8 66884. 66885. 5.4 85.4 4 5.0 685 685 68 1 66884.9 6 .06 5.14 68 68 5.2 4.729 6 8844.3 4.0 683.8 3 5 4.8 8 6 8 5 8 . 6 7 4.4 6 68 08 68 6 .26 6 3 83 8441 4.7366 1 68 4 .93 6 6 . . . 6 8 5 5 4 . 0 5 08 4. 68 4. .7 4 6 8 5 8 4 68 6 6 8 . 6 6 4 8 2 8 68 68844.2 8 5 3 685.46 68 6 5.1 4.1 4.7 5.283 6 .664 4.1 6 68 68 66884. FFE 67 68 44.2 6167 68 3.9 .42 932 .97 2 . 8 . . 8 4 3 4 6 7 4 9 5 6 7 68 68 68 68684. 66884.4 66884.7 4.7 4 5.5 3.7 1 2 .25 9 68 85..170 68 5.52 68 84 3.9 4.6 66884. .4.809 683.8 6684 6 4 8 68 4 6 6 5 68 4 83 6 3. 6 6884.6 .115 668 .353 68 .86 0 5.1 4. 4 4 8 685.50 4.9 684 68 7 .944 67 7 66883. 8 9 .6.37169 7 . 1 . 6 . 4 4 BUILDING HEIGHT 4 3 4 5 FFE 66884 2 68 66884. 68 4.3 68 7 9 0 5.4 0 15.9' 68 0 44..632 66884.9 54.0.69 6255 .3285.5 . 3 8 8 9 . 2 5 4 6 668 4 6 9 685.106 3.2 68 66884. 4.7 8 68 4.3 3 4.273 68 4.835 4 .3432 68 68 3 4 66883.9 66883. . 66884. 5 6884. 68 6 2 40 6 9 .598 84 .376 . 5.4 8844.1 34 720 68844.7 4.1 8854.8 6844..87 1 74 . 6 0 8 6 68 685 25 7 . 4 . 3 6 .366 8 54.5 . 6 3 8 6 3 4 . 6 . . 8 2 4 6 8 5 5 668 4 6684 68 66884.8 68 4.3 .09 0 68 85 685.57 85.42 685.01 .9.433 54.0.44 0 6 9 4 8 5 2 . 668 8 4 5 4. 75 66884 TCF FFE 6 9 66884.0 4 6883. 5.3 3 2.6 68 4.3 44.4.014.2982 6 09 68 . 8 2 8 3 5 6 9 6 . 2 3. 68 66883 7 4.943 4 6388 5.6 68 66884. 3.3 .18 5.4 5. 68 68 84 68 68 9 7 74 .59 2.67 6 9 . 1 8 . 2 2 2 0 3 5.068 68 68 5.1 3683 68 0 5.5 5. 5.3 .97 68 .2.748 86 66884. 1 .98 3.6 68 68 5.1845.0 4.942 68 8844.48 5 0 . 8 6 8 0 4 5 6 8 6 68 4. 5 2.6 82 6684 . 4 8 6 6 . 4 4 6 1 68 68 6 2 3 8 8 9 9 3 .345.46850 . 2 6 6 3 8 . 2 . 5 2 7 5 8 .46 6 4 68 85 5.285 68 85.4 5.280 7 2.6 68 684. 6684. 3.5 2 3.728 2 66884. 6 9 68 85.0 6 680 6 76 0 68 6 5.171 5 6883.1 .57 66883. 4.9 .029.945.0 5.06885 3.8 4.4 66884.62854..393 6 5.1 68 68844.53 85 8 8 6 . 6 6 5 1 95 84 68 68 38 6 6 68 .15 1 68 96 5 4.7 .519 6 . 8 9 3 6 8 4 0 . . . 5 6 3 6 5 4 6 . 2 5 . 3 6 6 8 3 4 5 84 .44 9 61 5 6 1 09 .30 85. .11 5 .9 0 68 4.2 3 6885. 2 66883. 66884.8 68 4.63 .9 66884. 844.49 5.1 5. 12 685.56 68 6685 4.834 5 0 5. 5 3 5.281 6 .394 68 5.2 2 4.6025 68 66885. .61 66884. 99 7 66884. 685. 68 68 39 .0.791 5 668 5 8854.9 9 54.1.70 43.5.98 26 .4.845 6884.7 5..334 85.5685 .90 2864 68 2 5 9 6 2 6 2 . 4 8 8 . 2 . 5 8 3 3 . 1 . 8 3 4 . 5 5 9 7 0 6 5 8 6 6 5 6 6 . 1 3 . 7 8 . 8 6 85 6 8 6 2 1 275 . 8 43.7 6684 84 2 37 5 885. 5.500 6854.9 8 . .4.01 4 . 8 8 . 8 5 2 8 1 3 6 6 5 . 4 6 8 0 . 1 8 6 6 4 8 5 6 . 6 5 9 8 6 . 4 8 3 5 8 668 5 6 2 5 6 5.2 .45 6 6 3 5 6 6683 6 8 . 68 6 4. 1 68 8 66884. 68 66883. 4.949 68 .36 6 68 66884.6 4.933 6 6685 4.620 .3 7 2.6 68 6 5 9 .69 4.7 9 68 685 66884. .671 66884. 66884. 685 4.9 2.03 68 .62 8844.22 64 5.2.78 685.25 66884.3 4.8 .33 85.3 38.090 8844.2 8 4 6 7 8 . 8 9 5 . 6 68 6 6 8 4 6 4 8 2 6 6 7 8 3 5 6 3 6 5 6 7 6 6 2. 4. 38 68 68 6884. 4.9 66883. 4.80 7 68 68 5.3 4 66884. 6 2 68 684.4 6 .18 .16 6684 4.851 6884.8 9 33.8.37 3 .0875.08 6854.69 854.63 82 68 66884. .5.196 84.4.93 54.0.55 42 7 8 0 5 6 1 6 8 FOUND IRON PIPE 4 8 8 8 . 3 684.29 0 8 6 . 5 8 7 8 8 7 . 9 . 668 5 7 6 6 1 4 4 6 6 8 4 4. 08 4 9 6884 68 683.91 3. .48 .949 3.9 2 4.837 9 4.7 .53 80 5 4.610 66884.4 .038 .9 7 .489 66884.4 68 66884. 66883.3.97 84.1.78 66884. .0566884 68 71 846844..4830 6 1 66883 68833.4 6883.5 84.1.69 66884. 54.1.75 68854.5 68844.4 AT CORNER 8843.9 1 .3.989 4 1 9 3 6 6 2 8 0 6 6 . 0 . 1 . 8 5 . 8 8 4 . . 8 6 8 9 8 6 3 2 6 4 5 6 3 5 6 3 668 6 6 6 . 1 6 84 6 .402 66884 68 .35 68 4.2.756834..32 1 6 66884. 5..0568 68854.5 66883. 68 46 8854.8 1 6 4 7 8 2 . 8 6 5 6 8 4 . 4 8 3 6 8 . 6 6 8 6 6 1 6 43. 6 6684 4 0 84..51 4.1 1 7 4. 39 684 8 68 7 1 83 9 66885.2 4.5 5 66884. 13 68 4.3 4.3 66884. 3.9 9 68 1 3.626 .45 4.54.6 6 4.40 .18 4.7 2 7 6 66884. 4.1 68 4.0 .55 6188 68 68 83.9 66883. 84 5.3 8 68 68 .25 5 4 9 4.160 68 2 09 68 44.7.26 21 6844.12 4.9 28 6 8 6 .47 4 0 4 6 . 0 . 8 7 8 . 6 . . 8 8 6 4 9 3 8 8 4 4 6 2 3 9 6 5 4 6 668 4. 6 4 3 1 7 6 6 9 2. 682 2. 68 4. 7 68 68 68 8 68 2 3 68 4.1 .14 89 5.3 .67 4.718 84.1.68 .77 5.162 1.3 0 68 68 68 3.2 4.3 68 4 4 3.517 3.7 68 84 683. 68 83 66884. 4.831 4.3 83 .40 9 66884. 68 83.0 68 68 .13 66883. 44.8.34 68 4.2 94 2 683.68.666 66884. .31 78 6 .2.700 6 72 8832.89.41 4 2 8 8 6 8 3 3 4 6 8 3 8 7 . 8 . 6 1 68 4.24 . 8 8 3. . . .17 8 83 7 0 6883 6 3 4 8 3 0 4 . . 2 6 . 3 6 . 6 0 9 1 4 6 8 8 8 0 6 1 1 7 4 8 4 4 7 8 6 8 4 4 668 0 6 .35 6 6 6 8 4. 6 2. 68 68 3. 5 6 6. 68 68 4 66884.8 5 4.832 2 0.9 668 1.0792 6 4.837 68 0 66882.883.068 0 668 67 1 5.3 .97 4.4 5 0 3 .840 0.4 66884. 86 68 2.9 3.493 66884. 68 2.8 78 676 68 76. 67 2.1 4.730 8844.3 68 82 1 9 4 .36 4.3.90 683 2 5 44.8.34 6844. .31 68 . 8 6 45 66882. 6 .89 8 68 .02 6 9 0 8 1 . 8 . 6 5 4 6 . . . 0 66884. 5 1 . 2 3 8 3 6 3 . 8 3 668 05 6 0 . 7 6 6 1 68 6 6 5 .54 94 8 .06 8 . 8 2 8 .33 . .9 3 6 7 8 7 6 6 1 6 6 1 . 8 6 4 3 6 6 6 6 2 6 67 2 0 4 67 8 68 82 9.1 68 .207 4.4 67 83 68 7.9 .85 382.1 0 .93 6.04 6 .25 95 8 6.3 67 .74 8832.8 67 5.6 .11 .14 0 6 8 7 2 1 9 6 5 9 2 5 4 2 7 7 4 6 . . 8 6 2 . 3 . 6 7 7 5 8 0 7 7 . 6 6 7 . . 3 4 3 6 . 3 6 6 8 2 2 6 6 6 0 6 0 4 84 4 68 67 67 67 .39 6 81.5 67671.8 2.8 3.0 67 68 5 68 12 68 67 68 3..706 9 2 679 3 9 6 9 78 67 683.25 FOUND CROSS .55 79.6 681. 4.3 686833.5.619 7.3 5.6 2 73.5 5 7 .05 .86 73.9 6 4.83 0 8 7 7 7 2 6 4 3 6 6 8 7 6 . . 6 3 6 4 6 6 . 7 3 9 1 1 67 68 83 .56 9 67 6 6 4 82 AT CORNER 4.0 3 0 4 9.7 6 6 2 67 8.8 67 .99 1.8 67 3.8 2.28 56 6 67 2.4 67 67676.42 .11 6 68 3. .57 1.9 .41 5.3 4.2 67 3.6 2.3 2.2 2.31 677 74 .18 67 67 6771.6 .88 68 2.3 82.3 72 68 68833.73.5521 67 80 67 67 68 67 4 . 77 67 7 8 6 .8.306 6 8 1 3 6 6 6 6 4 6 5 2 . 3 8 9 7 83 .6 .400 1 4 1 9 4 86 5 67 6 66882 6.5 2 3.6 1.8 1.7 .307 3.7 67 4.80 2.7 7.2 5 8.5 79.6 1.7 671. 71.8 78 67 6 67 .55 67 67 8 3.373 0 67 67 67 6.4 67 67 6 6 73 67 8 2 1.7 66882. 1. 8 3.2 .89 0.61 67 6 3.8 6 7 7 4 7 1 5 . 7 . 0 . 2 6 1 6 9 2 2 6 2 . 68 3 . 6 7 9 2 . 0 8 2 68 68 7 2 7 8 . 9 7 1 68 . 8 4 68 1.9 .3947 7 6 . .43 6 7 7 4 . 7 .86 3 6 4 3 4 2 6 7 . 7 . 1 6 . 7 1.9 6 6 8 2 2 2 6 6 26 71 68 83 63882 67 2.268 67 7 .229 67 6 2.0 9.6 67 2.5 6 .11 6 66881. 6 4.1 2. 6 .86 67 67 9 2.1 68 72 .78 8821.9 6 84 67 67 21.2.69 .6.483 . 71 6 .1.59 6 4 8 6 7 . 8 1 . 1 1 6 2 2 7 7 9 1 6 881 1 6 7 4 4 2.2 6 6 2 8 . 6 . 7 9 6 8 66881 82.1.64 6 68 8 8 . 8 6 4 2 6 3 8 6 1 2 1. 6 81 67 67 66882. 9.9 3.0 6 1. 67 1.80 67 2.183 6 3 67 67 .060 8108 7 66881. 31 67 FOUND DISK FOUND IRON PIPE 81 80.9 .02 68 1.8 8 .87 . 1.7 6 7 2 1 4 8 7 6 1 68 1. 0 1 6 68 1 66881. 86 81.8.51 68 0.908 0.76' E'LY & 0.07' N'LY 3.3.30 4 0.22 N'LY & 0.07' E'LY 2 88 1.1 7 .29 6680 . 1 8.3 3 68 80 .8 686833..221 668836833.3.37 8811.42 668 0.2 680 67 .8 71. .56 6 8 6 0 .40 . 3 1 7 2 6 8 9 1 2 6 68 4 3.0.19 6783 6672 0 67 0.3 7 .907 7 2.1 3.657 686 .9.7883 1. 8800.5 800.9.61 68 16 72.915 2 0 . 7 6 4 6 2 0 9 66883.91 8 8 6 6 6 9 388 7 80 6 2. . 0 2 8 7 6 9 0 . 6 . . 7 . . 5 1 8 6 7 . . 1 7 8 2 6 0 3 . .66 7 6 3 1 9 66880. 67 67 2.033 68680 68 467 2.8 8 906 68 67 7 8 68 66881. 1 5.8 6772.1671. 1.2 0.5 2 0.4 68 3205 67 0.6 .10 8 . 68 .17 6 6 8 5 2 6 0 3.8 0 8 6 8 . 1 0.5.54 68 .1.813 68 68 7 ..3388 6680 2 3 0 2 7 8 6 66181 .3 .9 .62 66880 1.0 0 1.0 3 5 72672 673 5 8 4 68 0.5 1.9 68 0.4 1.8 6 9.6 68 10.0.47 81..046 68 43 8 7 7 1 . 8 6 7 6 6 1 4 0 7 6 6 80 2. 80 68 1.8 6 0.6 0.941 68 .28 66881. .33 68 .68 68 0. 72 96 67 80 77 4 3 68 2 .306 671. 6 6 8 2 3 . . 2.9 5 0 7 2 8 8 67 66882.5 6880.2 68 681.06 6 2 7.794.4 6 .41 .9.400 680.51 5 3 7 . 0 0 . 6 6 0 0 0 68 66880 8 6 68 7 68 680.68 0.414 .01 0.2 .44 9.3 .4 66880. 81 68 FFE 19 80 67 80 8 6 6 .57 6 . 0 00.3 6 8 8 5 9 6 668 7 6 1.8 4.5 0.9 0.2 4 74 2.1 0 67 3 .84 67 4 68 68 72 00 7 672. 6771.9 5 0.5 9 1.6 0.4 8 6 0 7 5 8 8 8 . 8 . . 5 . 2 6 6 7 .5 9 6 0 8 1. 26 6 1 674 6773.6 68 68800.0 4 67 668811. 1.8 6 0.949 5 .00 67 .5.292 6 .50 .30 1.3 9 0 66880. 0 . 0 8 8 8 9 7 9 6 6680 6 68 67 67 6 9.8 .541 67 668 0.2 8811.2 68 800..247 68 6 5 6 1 6 3 7 6 3 0. 99 8 0. 5 4 9. 0. 21 7 6 8 .35 66879. 800..3184295 0.606 66880. 67 5 1.6 0.3 79 4 99 .86 66880. 6679 0.0 68 68 6 .87 71 671. 1.7 7 1 68 6 7 6 7 7 6 3 6 0. 6 0.413 .160880.0 2.9 4 9 66880. 67 .96 8 6 680 6 1.9 1 2 7 . 9.8 7 .91 0 .8 6 72.9 67 .81 67 78 67 68 0.06 71 6 1 8 9 6 4 6 7 1 3 7 .99 68 1. 5.66. 04 6 67 68 67 66777. .47 29 .01 67 10.0 .46 7.81 79 76 673 08.6.01.81 .86 6 . 0 2 2 . 8 1 8 1 7 5 . .77 1 5 6 860 8 10 6 7 67 95 67 9 71 2 660880. 67 9 .31 73.5 67 680.50.0080 0 9.3 8.87 1. 9 6 9 9.821 8 6 7 7 . . 8 3 7 6 6 8.7 . 0 6.3 . 6 8 7 6 0 0 0 6 5 66779. 6 80 67.10 67 74 66880. 52 73.8 67 .54679. 9849 68 7 .89 2.8 9 . 6 6 . 1 6 9 7 2 0 6 5 7 6 0 . 0 6 .0 6 6 8 9.6 67 6880. 0.6 68 68 3 1 .70 3 9.4 67 0.0 67 .80 4 679 69 67 74.7 67 9.7 .1700 6 0.96 68 1 68 5 7 1 1 . 7 . 6 6 4707 68 1. 6 9 6 9 .7 2 68 6 67 67 80 .35 6. 6.3 68 9.7 0.0 .66080 .56 67 77.5 862 6 67 68 80 6 79 9.9056 7 0 . 6 . 8 1 6 6 7 1 0.1 4 9 67 66779. 5.2 78 0.738 67 4 2. 67 1.8 8.3 67 6 .14 67 66880. 1.9 67 67 4.3 67 34 678 . 3 2 9 2 7 4 .72 0 1 46 1.8 6 8.7 678 9.945 0.8 67 .13 3.1 72.2 67 66779. 68 .87 75 67 3 0 5 9 6 8 . 67 9.8 2 71 .01 6 4 67 9 9.8 9 67 1.8 5 67 .06 78.0 67 75 09.0.58 5 5 6 7 8 1 7 6 5 . 7 6 667 6 9 3 67 9. 2. .1 8 1.8 66779. 67 67 67 .80 67 0.1 6 8 1.8 672 1.9 .78 68 1 671.71.7 0.92 .93 673 .82 6 .83 3 8 .26371 71 1 1 1 6 6 . 1 1 . 2 6 7 1 87 1 67 8 0 0 6 67 .95 67 6.8 67 3.4 6 9 67 2.9 67 67 1.9 2. 67 67 3.0 1.8 5 1 67 67 9 .86 67 62 1 99.8.36 .60 1 . 7 . 7 7 7 7 67 6 75 67 674 67 7 4 6 3 5 6 .80 .54 96 0.2 3 9 4 9.488 71 2.22 0.2 6809.0.5679.6 .9.699 66879.8 8.6FOUND IRON ROD .5778.7 72 6 8 4 . 9 9.566778. 7 7 6 6 0 9 7 7 7 7 6 6 6679 3 6 6 2. 67 6 67 1 6 9 67 3.6 2 0.54 N'LY & 1.12' E'LY .0 9 0.0 8.7 .85 .08 .04 67 68 .79 8709.71 6.0 68 67 677 94 79 1.7 72 1 . 6 7 6 7 6 7 6 6 6 9 6 .941 6 68 0.16 67 4 0.0 0.0 9 .39 7 2 9 . 8 7 2 . 6 6 6679 5 . 2 4 67 0 5.4 76 .787 5 67 6 .41 5 .82 7799.2 2 41.9 67 5.561 6 7.5 .30 2.8676 0 9.0 6 72 2 7 7 2 7 1 7 6 . 6 9.2 3 6 6 .6 .5667 .8 7 6 6 5 9 1 6 . 2 7 5 7 1 5 5 2 7 6 76 .581 66779. 2.1 8.8 5.5 67 5.567675.5.526 67 16 .612 79 .1 3 67 .50 .48 67 067799.2 6679 08 867 6675 1 9.1 79 9.58 79 50 79.3.83 0 7 9 4 9 . 7 6 . . 6 . 3 6 9 6 7 . 6 9 4 5 6 6678 8 3 79 6 2. 8 0 77 67 66779. 7 67 9.1 2 79 .6 2 .7 672.588 2.5.06 6 5.2 7 6 .22 67 79.4 6 78.9 6788.78 .9 667711. .7.96356772.52 2.41 .39 67 77.8 6779.0 0 8 .82 9 72 7.76 7799.539 2 6 6 6 6 . 6 8 6 2 2 7 6 9 7 6 7 6 7 6 1 9 634 995 7 .045 6627 67 6 67 6 . . . 1 9 8 1 7 8 7 6 6 . . 3 . . 4 2 8 8 7 7 7 6 0 . 9 . 9 5 9 . 678 .7 1 6 .0 9 6 .6 0. 79 67 6 .59 67 66779. .003 67 78 66778 8.8 667 867788.7 6 67798.6 68 6 6778.8 2.8 9 672 672 0 5 .07 .986 6 .01 67 8.8 5 67 .1318 .6 6 8.844 6 .90 66879. 4.5 31 78 7788.5 .56 8709.51 9 8 8 7 2 6 6 4 8 6 1 . 7 7 . . 7 7 6 7 76 . 6 4 6 6 6678 67 8.7 .87 6 7 6 679 .07 72 7 98 8 67 2 8 1 8 09.1.62 1 809..052 . 8 . 6 6 7 5 6 2 2 8 8 4 4 7 . . . 8 6 6 7 667 0.156 667 3 7 6 6 8 8 3 7 . . . 0 4 7 3 6 9 6 7 7 7 6 6 8 8 2 78 6788.4 6 3 3 6 5 8.8 67 0 66879. 66777.9 8.4 6 66778. .59 .4 4 4 6.0 67 7.8 6 9.1 1 67 8 7.8 1 67 66777.8.938 .37 9.8 67 4 67 8.1 8 7 .28 6799.8.33 6 7 4 7 7 . 6 9 7 7 7 8 4 6 39 6 8 .7 .7 7. .7647 7.9 6 9 1 7 7 . 67 .14 67 . 6 7876 7 67 77 .767 8.170 4 8 6 9 . 6 7 7 0 9 6 77 67 7. 6 8. 75 6 1 6677 3 8. 65 7 67 67 . 6 8.1 7 6777.83 6.1 67 8.8 3 67 78 8.3 .58 66777.6 7..7636 .098 67 67 0 8.7 5 68.764 .55 667777. .41 79 91 7 8 . 7 2 7 8 6 6 . 66778.1 0 3 7 9 7 7 6 .5 6 .6 78 777.6 . 7 4 6 7 1 6 6 . 7 7 7 6 2 7 7 6 6 9 8 6 .787 6 4 7 6 7 7 67 9. 2 .433 67 59 5 67 0.0 9. 7.5 6 67 6 67 7. 8 777.0 9.0 .71 .98 68 67 9. 3 67 6777.5 7.6609 67 78 66478.2 6677..1795 .11 79 74 67 679. 6 7 7 6 7 . 2 . . 7 7 6 9 50 . 0 8 6676 .64 6 9 67 799.1 67 9 76 9.8 .20 8.9 48667 .90 67 .65 .556 78 67 6798..96 6 79 6 7 6 7 .846 6769 36 4 76 66776.8 9.4 4 .586 .52 676. 6 6.8 9 9 6 .79 6 66778.9 . 7 6 3 9 3 9 6 76.45 6.848 7 1 5 . 7 0 6 6 4 8 6 . 7 6. ..496 7 7 6 6 9 8 6 6 7 67 66778 0 6.3 55 .38 6 7 6 0 6 . . 9 6 7 9 6 6776.3 4 5 76 .15 66778.5.503 6.2 2 6.2 .25 36 6676 8.7 2 67 8 0 4 67 67 4 676 676. 6.0 6 6 66778. 1 7 7 9 . . 8 6 4 6.006 6 9 .8 . 7 5 8 5 8 6 6 7 1 . 8 7 . 4 8 6 5 8 6 7 4 6 5. 66777. 6776.0 5.7 67 67 5.6 2 67 6 .62 5 67 5

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IS ROU

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684.60

684.70

686.00

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4.8

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3.7

685.22

685.60 .169 7

685.30

1 74 5.831 5. 66885. 68 4 6.6 1 68 14 6.0 . 4 .47 8 6 4 5 . 6 8 1 6 68 668.26 6 5.726 66885. 6 15 68 0 . . 6 68 686 .618 2 .02 5.4 68855.1 8 86 6 6 9 .056 6 6 . 8 5 6 68 .34 6 5.510 5 3 66885. 68 85.4 6 9 6 5.4 5.4 4 68 7 66885.0 0 5.404 5.4 2 66885. 66885.0

5 5.407 66885. 7 5.4 68 2 5.400 66885.

R 686.80

5 5.284 66884.

.90 2 4 6.0 685 5.9 68 6 5.8 68 5 8 5 . 7 5 . 5 6885.5 7 685 22 6 5.3 5. 68.315.24 56.8205.305.38 568 68 68 68 8 6 7 5.1 6 68 6 85 6 1 8 5. 85..117 6.4 16 686855. .062 6 14 9 6885.0 6885.0 5.1 8 6 1 68 5.3 1

7.5

R 684.90

5 5.712 66885. 2 5.710 66885.

6 4.5 68

.09

8 3.5

0 4.8

5 5.278 3 66884. 5.167 66884. 6 . 5 4 84 4.6 0 6 68 854.2.68 668

6 R 683.90

0 4.597 66883. 7 4.493 66883.

3.7

.4 83

3 68

.3 84

FF 686.00

9 3.3

5 5.275 66884.

3.5

6 3.7

5 66885.1 686.30

685.90

685.19

6 5.5 6 66885.1

.670

R 684.00 0

4 4.5 8 66883.9 2 4.5 7 6883.9 6

1 5.721 66885.

6 5.7 6 66885.1

685.20

684.70

8.2

R 685.29

.87

6 68 5.374 6845..835 66884. 7

9 3.6 68

1 5.726 66885.

4 68

9 5.391 66884.

0 .626 4.7 7 66884.1 68844.0 6

66884. 4.056 4

6 5.830 66885.

7.8

6 6.062 66885.

685.80

.6 84

3 5.6 7 68 85.6 6

T/C 686.00 E/P 685.50 3 4.6 68

6.0

468 5.5

685.40

5 4.842 66884.

1 5.6 68 68

68 68 5.6 5.6 4 5

5.6

68 5.6 4 0

4 68

7 5.5 58 5. 8 68 .59 5.499 5 68 4. 68 .58 68 5 68 0 .50 5 5.3 6 68 66884.8 .32 85

684.60

4 4.4 9 66883.9

4.5 68

3. 684.40 68

R 684.20

1 5.476 66884.

4.2

9 3.7

7 5.8 3 66885.4

686.00

LOT 3

684.20

0 4.587 66883.

7 3 4.5 7 4.379 6884.0 66883. 6 60 4. 4 66884.0 .594 3 4 0 66884. 4.381 66883. 7 2 4.0 68 3.6 68

685.20

5 68

0 5.6

1 5.6

685.10

.21

685.20

.09

8 4.506 66884. 2 4.612 66884.

9 5.378 66884.

0 3.6

685.40 685.20

0 4.501 66884.

.49

3 4.722 66884.

66884. 3.937 4 .5.056 4 66884

6 3.9 68

8 5.283 66884.

2 5.3 68 2 5.4 68 3 5.382 66884. 3 2 5.1 68.12 854.3.79 5 68 668

5 68

4 4.9 68 .91 4 6 68 4.6 .75 6 68 6844.20 8 4.6 .04 6 8 6 85 6

3 6.2

.48

4 4.402 66884.

2 686.00 5.6

2 7.4

6 68

9 6 .19 6.7 8.5 688 68 8 6

0 7.5

5.6

5 68 1 2 . 5

9 4.389 66883. 5 4.3 0 6883.8 6

.52 85 .03 3 .5826 6685 85.5.03 5 6 85 47 6884. 6 5. 02 6 66885. 7 5.4 4 66885.0 5 3 5.3 2 5.498 6884.8 66884. 6

4 6.052 66885.

6.1

ILLINO

4 5.8

.2 85

68 685.6 5.6 2 8

427.88'

5 .23 8.4 688 .70 6 68

1 4 .6 68

0 4.5

R 683.99

6 6887.0 6.4 0 8

1 7.1 9 6886.4 6

685.59 FFE

2 .13 8.4 687

.53

.09

4.3 9 685.30 6883.8

R 683.60

685.80

1 4.2 68

3.6

2 6.4 68 6.32 68

125.00'

1 4.9

5 .42 5.5 68 .58 6855.40 5 8 6 68

684.65

3.7

68 .86

1 0 6.0.42 5.2 66885 68 1 5.0 68 0 5.935 66885.

9.5

' 16"E

.9 85

N01° 03' 14"W

7 68

7.1

.63

FF 686.00

68 5 .14 5.1.586 5 68 68 68 2 5.5 3 5.1 85.27 8 6 6

3 5.281 66884.

3 6.005 66885. .10 85

1 6.017 66885.

1 4.7 7 66884.2

68 2 5.6

8 5.5

0 4.5

4 2 6.963 6.829 66886.8 66886. 66886. 6 6 6886. .690 7 6.999 6.612 66886. .6.006 2 7 66887 1 6.2 68 7275 1 . 6 2 7 6 7.4 686. 66886. 7.8 4 0 68 66887.2 6.3 6 .53 6.7 5 6 68 84 .09 66886.2 86.4 9 .9 6.35 3 6684 6 5 68 68 5.5 68

5.1

685.30

9 6.4 68 8 6.0 68

6 6.0 68

1 6.4

.08

8 5.0

5 4.9

68 5.3 3

S09° 16

0 6.0 .79 68 6866.3086.66 68 6

9 5.1

66883.

0 5.269 66884.

6 6.1 0 66885.3 .66 4 5 8 6.136 68 5.2 66885. 68 8 .91 5.12 2 1 . 6 5 84 68 1 5. 685.62 68 6 5.276 66884. 68 4 2 0 6 8 4 5. 5. 5.5 68 68 4.9 5 68 6885.0 .0092 5 2 6 . 8 0 6 86 6. 32 6 66885.

5.6

684.78

.80 9 .30 84 .31 6.5 86 6684 68 6

5.6

685.304.496

9 5.5

684.32

9 8 1 7.0 7.0 .02 68 68 687 86.9 6 4 6.938 8 66886. 6.7.29 8 6 86 5 6 6.839 66886. 7 9 4 6. 38 6.9 5 66886. 66886.4 7 6.4 9 66886.3 6.799 66886.4

4 68

9 6.132 66885.

4.9

687.50

686.10

685.50

A=19.17' R=1498.91' CB=S09°38'28"E

R 682.77

202.59'

WATER

0"W 9' 2 3 ° 69

.83' 159

WATER

A =14

9.5 9'

N11°

HWL = 678.50 NWL = 672.00

R=14

56' 32

87.69

LOT 1

" 13' 04 S13°

215.7

7' 159.8

6 31.8 2 = A

N80° 3

0' 23"W

4.6

6 5.729 66885. 5.284 66884.7 2 5.278 66884. 0 2 1 . 4.8 7 68 3 271168 . 6 . 5 6 66884. 68 .43 4 8 6 6.56 5.172 68 6886.5 66884. 6 4 5.1 6 66884.6 6 6 0 68844.9 68845.1 .326 .643 6.6 68

1 7.0 9 66886.4 5 7.055 66886.

4.9

68 685.63 FFE

.96

685.30

6.3

R =2

LAK

183.88

ILLINOIS

4 .8 68

0 6.596 95 66885. 9 . 6 66886.4

685.20

6 8 4.5 .5 68 684

.84 84

5.5

1 5.6

6685

686.30

3 61 9.8 68 65 686. .46 . 7 1 6 68 86.4 68 6 6 9.4

BUFFALO GROVE

685.18

8 6.5 68

684.65

1 5.7 8 66885.1

7 .185 6.5 0 66886.2 68865.7 6

.6 86

5 68

6 4.7 5 66884.3 1 4.8 7 66884.3

6 3.6

2 5.6 6 68 .568855.6 5 . 5 685.44 52.3042 68 6885.5.06 4 6685 5.387 66884. 1 5.3 16 6884.8 68845.3 6 .927

5 9.5

DRAWN BY:

9 7.063 66886.

2 68

.63

1 5.494 66884.

3 4.948 66884.

63.10' ..6222' 54"W S85°8558

MV/TK

0 7.8 5 68 7.2 68

7 4.492 66883.

3 685.50 4.607 6884.

685.93

2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE UNLESS OTHERWISE NOTED. SUBTRACT TOPSOIL THICKNESS OR PAVEMENT SECTION TO ESTABLISH SUBGRADE ELEVATIONS.

THE CLOVE

.26

2 5.267 66884.

9 5.4

65 5.61845 66885. .63

6 3 68 8 2 3 6.850 6.06.0 5.9 66886. 68 68 468 .876 5.9 68855.4 68 1 6 6.3764 6 5 68 66885.68866.6 7 55..975 855.6.8.518 .053 8 6.730 668 66886. 41 685 6 9 2 9 6 9 . . 2 2 5 4 6 2 5.5 6..69 66885. 66886. 68 66885 .10 87 .8.359 6 5 6 66885 10 5.844 4 86..52 66885. 2 .43 5.4 6685 7.1 8 5 865.94 6 68 5.839 .2.886 28 .96 668 6 0 5 . 66885. 8 16 5 6 5 68 66885. 6.8 68 68

7 68

8 5.2 0 66884.8

9 07 4.1 6854..64 68 68

1 3.9

4 .91 4.4 0 66883.9 683

9 4.400 66884.

FF 686.50

BUILDING HEIGHT 17.3'

684.80

5.4 68

66885.3 4.8 6 1

3 7.6

3.6

0 8 9.5 .31 7.166 68 689 676886. .5

.67

5 68

41'

8 7 .2 68 3 8 3 4 7. 9 7. 68 68 676887.33 7.5 7. 6 .4 668.87 68572 . 7 6 6887.3 68 68 6877.63 6 6 7.9 8 6 66887.5 .81 2 7.0 4 6189 687 6687 1 . 0 8 7 66887.6 .74 .5687.3.69 6 4 7 0 7. 68 6.9 68

R 684.43

684.50

66884.

6 68

6684

2 5.168 66884. .192 5 8 6684.7 3 5.0 9 66884.5

6 7.063 66886.

1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIM ELEVATIONS WITHIN OR ALONG CURB AND GUTTER REFER TO EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE NOTED.

29.

684.695.2619

.30

8 6.9

685.10 .568 84 .0

LOT 4

0 5.836 6 66885. 85.8 6

7 7.499 66886.

R 684.30 4 4.4 0 66883.9 7 4.384 66883.

2 3.8 68

.53

3 68

66886.

6 6.631 66886.

4' 47.2

D A O

ED T ICA .W. D DE R.O E OR IDTH F TO LE W E R HE RIAB VA

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

8 6.3

.51

4 68

686.09

.68

5 685.55

DESCRIPTION

684.25

7 6.4 01 68 6876..58 68

6 7.054 66886.

9 7 5.3 9 5.4 68 5.5 68 8 2 6 0 0 1 6. 50 85.212 68 5.5 685. 6 85. 68 6 66884. 02 .858 4.259 9 . 44.3 0 4 4 2 8 0 . 8 . 6 6684 68 5 6 6884.5 6

3.6

9 6.070 66885.

686.11 FFE

NOTES:

NO. DATE

2 5.0 5 66884.5 4 5.0 6 66884.5 7 4.5 68

3.5

R 685.20 0 7.167

155.91'

4 1 4 6.6 .5 6.4 68 686 68 9 9 6.76.6 68 68

0 8.075 66887.7.79 7.45 4 68 68 87.5 9 6 7.400 66887. .66 7 68 .58 4 5 7 6 68 687. 7.1 4 66886.6 03 7 87..54 7.2 6686 8 8 24 6 7.2 7. 68 68

4 77 . 7 6.2 68 68866.2 6

1 4.8 7 66884.3

7 4.383 66883. 2 3.8 68

5 5.0 0 66884.6

6.7

4 6.8 6 6886.2 6

6 4.388 66883.

0 5.4 4 66884.9 8 5 4 85.0 68 68 5.4 5.5 68 5.61 6 .12 6 5 683 68 .449 5 8 5.4 9 68 85.3 .55 66884. 6 85 8 3 5 6 5. 5.6 68 68 5 5.3 2 66884.8 0 5.6 68 685.58 5 2 FFE 5.4 5.6 68 68

.59

R 684.04 684.25 .8 84

4 4.381 66883.

8.9

6.7

8 96

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

138.55' 8 .16 6 .4 86

1 6.0 .02 6 68

5.5

.56

7.3

PROJECT MANAGER: NO.

6 6.494 66885.

66886.3 5.8 4 9

618 7.1

GRADING PLAN - AREA 3

4 6.4 0 66885.9 0 6.2 68

1 5.1

.98 4 9.2 6866.80 68

REVISIONS

R 683.76

N89° 35' 41"E

9 8 5.6 .7 68 685

2 4.7 68 4.72 68

7.4

ORIGINAL ISSUE DATE: APRIL 21, 2022

686.15 FFE

20360

5.8

68 5.9 686.03 7

PROJECT NO.:

0 5.0 68 ..8209 8 5 66885 5.6 68

1 5.054 66884.

2 6.502 66886. 0 .82 7 . 5 5 0 21 68 68 6.186. 7 60 5.6 68 66 9 6866. .06 8 6 .78 6.086.1 68 5 8 8 6 6 6

6 5.5

4.0

6 4.3 3 66883.8

4 7 4.4 68 84.4.92 6683

' 16"E S09° 16

.582 1 86 .0 .6 6 66886.3 668668866.065 5.9 4 6 6..10 4 66886 2 65.0.90 8 7 668 9 . 5 5 68 62 3 6.597 686. 6.8 8 66885. 66886.2

5.9

9 09 6 6.3 5.58685. 6.505 68 68 0 68 66886. 5.2 94 68 .259 4..52 1 6 8843.8 66884 854.0.56 1 . 6 5 668 .008 6 1 FOUND DISK 68 5 5 .9 8 66884. 5.4 684 0.10' E. & 0.14 N. 68 2 5.8

6 5.388 66884. 6 7 .3 5.4 685 68

67.10' N04° 01' 06"W

FOUND IRON PIPE 0.54' N. & 0.04' E.

MATCHLINE SEE SEE C4.2 FOR CONTINUATION

4 6.498 6 66885. 865.4.95 668

S04° 01' 06"E 67.10'

5 6.494 2 66885. 66..504 8 668 3 6 6.490 66885. 6.3.898 68856.4 .956 66885

68 6.1 5

1 5.8 68 2 8 . 5 68

R K O

O C E

N01° 19' 44"E 23.30'

A=83.81' R=2356.83' CB=S66°41'02"W

DRAWING NO. GRAPHIC SCALE

C4.3

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C4.1 Grd20360 S03.dwg 5/10/2022

125.00'

ILLINO IS ROU

FOUND IRON PIPE AT CORNER

A=19.17' R=1498.91' T/PIPE E-W=675.71 CB=S09°38'28"E WATER FILLED

MOBILE GENERATOR

.5 9 ' A =149

7' 159.8

10701 4 ' AD 47.2RO STM 3 2 R= OOK IE 48" N,S=673.91 #10564 #23030 ' C 6 8 STM 31. AKE 18" FES 2 GRATE=675.56 = L A RIM=679.13 IE=672.58N80° 30 #10733 IE 24" RCP=671.46 ' 23"W IE 24" NE=671.22 183.88 WVVR=2356.83' A=83.81' ' 24" S=671.75 #10291 IE RIM=678.09 CB=S66°41'02"W INLET IE 12" W=673.71 T/PIPE N-S=667.46 #10559 RIM=678.95 WATER FILLED #10544#10535 N01° 19' 44"E STM IE 18" N,E,W=672.55 INLET INLET 23.30' RIM=678.86 FOUND IRON ROD 0.54 N'LY & 1.12' E'LY

DESCRIPTION

ILLINOIS

MV/TK

D TE ICA .W. D E R.O ED OR IDTH F TO LE W RE HE RIAB VA

41'

#10672 INLET RIM=678.87 IE 12" W=675.77

87.6

13' 04

1' 215.7

#10435 INLET RIM=680.40 IE 12" E,W=675.90

R=14

S13°

"W 56' 32

10431 INLET RIM=680.39 IE 12" E=676.02

29.

N11°

HWL = 678.50 NWL = 672.00 LOT 1

NO. DATE

AD) RY RO ED (McHENRE DEDICAT . OFO .O.W HERET LE WIDTH R VARIAB

295.83'

' 29"E

TE 83

S09° 16

' 29"E S09° 16 138.23'

132.11' ' 17"W N07° 59

#8068

WVV IRON PIPE FOUND AT CORNER RIM=682.99

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

#8132 INLET #2102 RIM=683.28 PROPOSED INLET #21123 IE 10" SW=680.65 GROCER #2369 FOUND CROSS RIM=682.96 INLET 43,365 SF STM AT CORNER IE 10" N=677.98 RIM=686.24 RIM=685.39 IE #2120 12" W=677.92 IE 12" N,S=681.94 3"E INLET IE 00' 4NE=680.34 N82° 10" IE8410" ' #2132 #1582 .71SW=680.07 #2131RIM=683.04 #2367 IE 10" E=678.14 #21243 WVV STM WVV INLET INLET RIM=683.82 RIM=683.92 RIM=683.93IE 10" S=678.34 RIM=684.20 BUILDING HEIGHT FOUND IRON PIPE IE 12" W=678.24 RIM=685.62 T/PIPE 10" N-S=676.62 IE 48" N,SE=671.88 T/PIPE 10" E-W=676.78 EXISTING 15.9' 0.41' W. IE 10" E,W=679.80 IE 12" N=682.62 #21220 RESTAURANT IE 12" S=679.80 #2281 INLET #2308 #1136 TO REMAIN N00° 34' 45"E #2280 GREASE TRAP RIM=684.01 INLET#2282 INLET 23.72' GREASE TRAP RIM=685.23 IE 10" E=677.01 RIM=682.46 RIM=683.85SAN #2279 RIM=685.21 IE 12" W=675.46 IE 12" N=679.75IE 12" N=680.92 RIM=685.23 GREASE TRAP IE 6" RIM=685.26 E,S=679.58 #1050 #1093 #8261 SAN #8285 #21398 #8307 #21308 #8293 SAN INLET 88.02' RIM=683.91 INLET SAN INLET SAN INLET RIM=684.40 RIM=683.80 IE 8" N,W=675.21 ' 40"W RIM=683.59 #1076 S85° 58 #8360 RIM=684.07 #11015IE 12" W=681.89 RIM=684.65 RIM=684.52 RIM=684.05 IE 8" E,W=677.62 IE 8" E=675.31 IE 48" SE,NW=671.31INLET FOUND CROSS IE 10" E,W=675.40 INLET IE 12" E,W=680.67 #1063 UNABLE TO OPEN IE 12" E,W=680.40 INLET #20392 AT CORNER RIM=683.94 IE 8" S=675.40 RIM=682.72 INLET 2.59' RIM=684.04 48" FES ' 20"W 20#21411 26 6° S8 IE 12" N,SE=681.14 N21° 49' 45"W IE 12 E,W=678.42 RIM=682.77 #10076 3' IE 12" NE=680.94 IE=671.43 INLET 59.8 1 72.15' IE 12" E=678.87 SAN FOUND DISK FOUND IRON PIPE IE 12" W=680.90 #21344 RIM=684.14 0.07' N'LY 0.22 N'LY & 0.07' E'LY 0"W #10756 RIM=682.47 0.76' E'LYIE& 10" SAN 9' 2 N=677.07 3 BUILDING CORER ° IE 8" N,W=678.45 RIM=681.94 SAN S69 4.73' S. IEN.8" E=678.82 RIM=682.05 FACE OF WALL 0.53' N. IE 8" W=678.85 IE 6" SE,W=676.25 LOT 2

BUFFALO GROVE

' 16"E

S09° 16

S80° 43' 44"W 5.00' #7665 #2608 #7642 #2057 INLET STM INLET INLET #2680 RIM=684.89 RIM=685.16 RIM=684.90 RIM=683.36 INLET IE 10" S=679.94 IE 10" NE,SE=680.42 IE 12" SW=681.30 IE 12" E=678.18 RIM=684.89 IE 12" W=680.23 PROPOSED #7729 #7752 IE 10" S=678.26 IE 10" NE=680.69 RESTAURANT INLET INLET IE 15" W=678.19 IE 10" SE=680.54 RIM=684.58 RIM=684.86 IE 10" NW=680.52 43' 44"E #2070 IEN80° 12" N=679.07 IE 10" N=680.82 11.00' INLET IE 12" E=677.34 RIM=683.17 IE 10" N=679.62 #2487 SAN #2085 RIM=684.33 INLET IE 8" N,W=678.02 RIM=683.19 IE 10" S=679.45

THE CLOVE

155.91'

#20824 INLET RIM=684.84 IE 10" N=679.49 IE 12" W=676.66

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

MATCHLINE SEE THIS SHEET FOR CONTINUATION

' 16"E

DRAWN BY:

#5786 INLET RIM=684.24

LOT 9

#6128 INLET #5793 RIM=685.83 INLET IE 12" N=677.23 #6025 RIM=684.09 IE 30" E,W=676.33 INLET IE 12" N=676.71 IE 12" S=677.43 RIM=685.65 IE 30" E,SW=675.69 IE 10" SW=681.48 IE 10" NE=683.13

#8524 STM RIM=688.36 #8543 IEINLET 24" E=682.86 IERIM=686.08 10" S=681.48 IEIE30" 10"W=676.73 N=682.08

#6843 STM EXISTING RIM=686.09 #6196 RETAIL TO IE 8" NE,W=682.54 INLET REMAIN RIM=684.90 #6860 2 STORY BRICK IE 12" N,S=680.40 STM BUILDING #5749 RIM=686.06 STM IE 12" S=681.88 RIM=685.86 IE 6" NW=682.61 IE 12" N,S=680.42

0.40' NW. & 0.02' N.

PROJECT MANAGER: NO.

S09° 16' 16"E 48.27'

#6095 INLET RIM=684.91 IEFOUND 12" N,S=679.56 PK NAIL

S09° 16

#5948 INLET #6415 RIM=685.60 INLET #5773 #6897 IE 12" W=682.89 RIM=685.36 INLET SAN IE 10" SE=682.63 RIM=685.79 #6791 RIM=686.17 IE 12" E,S=681.54 #6320 WVV FOUND PK NAIL #6381 IE 8" N,S=667.82 INLET #6800 RIM=686.09 0.37' W'LY. & 0.14' N INLET IE 8" W=668.27 41' 29"E 453.55' N89° RIM=685.21 INLET T/PIPE N-S=679.47 RIM=685.19 RIM=686.16 WATER FILLED IE 10" E,NW=682.29 IE 12" S,W=681.14 N25° 58' 54"E IE 12" NW=682.19 BUILDING HEIGHT 62.13' 32.7'

S80° 43' 44"W 8.97'

S04° 01' 06"E 67.10'

67.10' N04° 01' 06"W

BUILDING HEIGHT 32.1'

#6773 WVV RIM=689.85 T/P N-S=682.40

OVERALL UTILITY PLAN

#2882 INLET PARK RIM=683.31 PROGRAMMING IE 10" N=679.57 BY OTHERS LOT 5 #2840 INLET RIM=683.38 IE 10" S=679.70

#6743 INLET RIM=685.40 IE 12" S,W=681.05

BUILDING HEIGHT 28.3'

#7070 INLET #6943 RIM=685.07 STM IE 24" NE,SW=676.32 RIM=685.89 IE 10" E=679.42 IE 6" E=680.34 IE 12" S=680.24 IE 10" W=680.31

#3159 STM RIM=684.52 UNABLE TO OPEN 5.14' #2743 #2746 INLET 44"E WVV 80° 43' N #20241 RIM=683.43 "E 54 N85° 58' RIM=683.77 86.11' INLET IE 10" S=679.72 0' .1 T/PIPE N-S=677.72 63 RIM=683.76 WATER FILLED IE 10" S=680.21 EXISTING PROPOSED RESTAURANT #2042 MIXED USE LOT 4 TO REMAIN INLET RIM=683.38 BUILDING HEIGHT 63.10' IE 10" N=678.08 17.3' S85° 58' 54"W IE 10" SE=679.63 #20249 #7555 IE 10" S=678.13 INLET #11066SAN IE#2049 12" W=678.08 RIM=684.06 STM RIM=684.99 INLET IE 10" N=679.31 RIM=686.11 LOTIE 3 6" N=679.04 RIM=683.42 IE 12" E,W=675.06 IE 6" N,E=681.21 IE 8" S=679.04 IE 10" N=679.59 IE 10" W=681.16 IE 10" S=679.61

#10244 INLET RIM=678.92 IE 18" S,W=673.42

REVISIONS

#7103 SAN RIM=677.24 IE 8" NE,SW=667.24

PROPOSED RETAIL 4,210 SF

#2926 INLET RIM=683.45 IE 10" N,S=678.40 IE 12" W=678.40

EXISTING RETAIL #6739 TO REMAIN INLET (ENTERTAINMENT) RIM=685.40 IE 12" N,E=681.50

ORIGINAL ISSUE DATE: APRIL 21, 2022

N2 4° 41 82. ' 02"E 00'

#2976 INLET RIM=683.52 IE 24" E,W=674.52

427.88'

#20807 INLET RIM=683.99 IE 12" E,W=675.49

#3993 INLET RIM=685.57 IE 12" NE,NW=679.19

#2789 INLET RIM=683.35 IE 10" N=678.15 IE 12" W=678.15

#20799 WVV RIM=684.63 T/PIPE 10" N,S,W=679.23

N01° 03' 14"W

#21048 INLET RIM=685.54 IE 24" N=679.64 IE 12" S=681.49

#4198 INLET RIM=685.52 UNABLE TO OPEN

LOT 6

151.30'

333.60'

#20478 FES IE=679.79 #20525 #20598#20526 STM RIM=685.94 INLET INLET FOUND DISK FOUND IRON PIPE IE 12"#20617 N,SW=678.74 0.10' E. & 0.14 N. 0.54' N. & 0.04' E. RIM=685.64 RIM=685.62 IEIE 12" W=682.04 12" N=681.52 INLET 35' 41"E 138.55' N89° IE 24" NE=679.27 RIM=686.37 IE 24" S=679.30 IE 12" NE=677.74 IE 12" SE=675.85 #20268 IE 12" W=675.97 #20699 INLET #20111 SAN RIM=684.43SAN IERIM=684.97 48"#20781 NE,W=672.68 RIM=684.44 WVV IE 8"UNABLE E=673.37 #20925 TO OPEN IE 8"RIM=684.92 S=673.57 STM T/PIPE 10" N-S=679.62 RIM=686.49 IE 48" NE,S=672.27

#8782 STM RIM=687.90 IE 24" E=682.95 IE 24" SW=678.72

PROPOSED RETAIL 6,167 SF .00' 70

S04° 43' 20"E

4"W N06° 35' 4

#20567 24" FES IE=679.58

3 TE 8

N06° 34' 55"W 70.43'

70.00'

426.01'

N06° 34' 55"W 43.45' N89° 44' 01"E 34.21'

SAN RIM=686.80 UNABLE TO OPEN

785.34'

W. FACE OF SIGN 0.4' E.

' 29"E

N. FACE OF SIGN 1.2' S.

#22310 SAN S56° 37' 28"E 11.52' RIM=686.11 #22245 IEINLET 8" N,S=669.11 A=22.80' R=150.00' IE 6" E=669.11 CB=N29°02'17"E RIM=684.20 IE 9" E=676.76 IE 10"IRON E=680.63 FOUND PIPE #22227AT CORNER INLET #21827 S06° 34' 55"E RIM=685.80 INLET A=74.99' R=375.00' 45.00' IE 18" E=673.75 RIM=684.25 N04° 01' 06"W CB=N30°24'49"E IE 18" NW=674.07 N89° 44' 01"E IE 12" S=680.15 74.98' (74.97') 40.17' N24° 41' 02"E IE 12" NW=680.20PROPOSED N53° 51' 25"W 12.00' PARKING #21840 42.14' #21815 S00° 15' 59"E INLET DECK 8.00' INLET N38° 26' 06"E 30.95' RIM=684.41 N89° 44' 01"E RIM=684.46 A=28.99' R=125.49' IE 12" N,SW=679.44 14.60' IE 30" N=674.40 #22080 CB=N47°20'41"E S84° 33' 21"E IE 36" S=674.40 INLET #21881 29.55' RIM=686.95 SAN S39° 36' 19"E 11.10' N00° 15' 59"W IE 12" #22072 N=680.27 RIM=685.19 10.94' N52° 51' S,W=680.27 30"E 13.76' INLET IE 10" 8" N,SE,S=669.56 A=119.00' IER=425.00' RIM=686.46 #21978 243.32' N89° 44' IE 01"E 10" N=682.05 WVV RIM=680.10 FOUND IRON PIPE A=22.04' R=77.00' 0.09' W. T/PIPE 10" E-W, 8" S=680.10 CB=N82°04'08"W A=30.58' R=210.00' LOT 8 N00° 15' 59"W 65.00' 42.71' 63.25' FOUND IRON PIPE S89° 44' 01"W S89° 44' 01"W 50.00' 67.42' 147.99' 0.09' S. & 0.51' E. #21559 S89° 44' 01"W S89° 44' 01"W 215.41' S89° 44' 01"W 201.50' SAN15' 59"W N00° S00° 15' 59"E N00° 15' 59"W #20093 RIM=684.83 #20406 12.00' 19.00' 19.00' SAN IE 8" N,S=669.68 INLET FOUND IRON PIPE #21715 RIM=684.36 0.53' W. & 0.12' N RIM=686.37 S00° 15' 59"E INLET UNABLE TO OPEN T/WATER=682.37 FOUND IRON PIPE 15.13' RIM=686.34 0.60' W. & 0.30' N. BOTTOM=678.37 FOUND IRON PIPE T/WATER=682.24 #21764 NO VISIBLE OUTLET 0.08 S. & 0.63' E. BOTTOM=679.52 INLET NO VISIBLE OUTLET RIM=686.29 #21763 T/WATER=682.19 SAN BOTTOM=679.29 RIM=686.53 #21784 IE 6" N,E,W,NW=679.28 SAN NO VISIBLE OUTLET RIM=687.36 IE 8" N,S=670.76 LOT 7 IE 8" SW=670.86

121.50'

N83° 25' 05"E 14.00'

12.72'

9.00' 16.03'

#7256 WVV RIM=684.88 #7255 WVV 10" N-S=679.68 T/PIPE RIM=684.83 T/PIPE 10" N-S=679.50

A=29.86' R=97.00' CB=N42°11'34"E

#4806 #5064 #4805 ' 58 7. 48 "E 54 INLET ' 58 WVV WVV ROAD #4932 N85° OLD CHECKER RIM=686.37 RIM=686.78 RIM=686.78 INLET IE 12" S=682.37 T/PIPE 12" N-S=682.28 T/PIPE 12" E-W=682.09 RIM=683.95 UNABLE TO OPEN #4783

TE 83

#22403 STM N04° 01' 06"W 25.03' RIM=686.16 A=24.01' R=25.00'IE 30" NE,SW=675.10 CB=N23°29'45"E IE 12" SE=675.43

20360

17.00'

#8584 INLET RIM=687.94 IE 12" E=685.72

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID E TO HER RIABLE VA

S85° 58' 54"W

#5187 SAN RIM=687.30 IE 8" N,SW=680.40

IS ROU ILLINO

EXISTING RETAIL TO REMAIN #22587 GREASE TRAP RIM=686.23 #22550 #22552 INLET INLET RIM=686.07 RIM=684.78 IE 12" N=679.23 IE 12" E,SW=676.38 IE 12" W=676.79

RIM=684.50 IE 10" N=677.75 IE 12" E=677.87 IE 10" S=678.00 IE#5016 8" NW=678.13 INLET RIM=684.54 IE 10" N=680.61

S09° 16

16.97'

LOT 10 COMMERCIAL WITH DRIVE-THRU

BUILDING HEIGHT #5340 20.9' INLET

#9862 ' A=34.38' R=40.00' 61 INLET . 4 2 CB=S74°45'31"W RIM=683.80 2 #8892 IE 12" S=680.50"E STM 6 0' 6"W '1 #10005 0 RIM=685.29 8 . 0 #9114 0 '1 4 ° LOT 11 INLET 8 IE 15" N=681.45 0 INLET 50 ° #9990 N RIM=683.60 0 FOUND PK NAIL RIM=684.94 S5 INLET IE 12" SE=679.97 0.35' NW. ' IE 10" NW=680.63 4 RIM=684.74 #9174 IE 6" W=680.62 N88° 58' 54"E 3.2 4 1 IE 12" NE,SE=679.79 #8878 STM 7.84' IE 12" W=679.64 RIM=685.069"W WVV '1 IE 12" NW=679.74 IE 12" NE,SE,SW=678.91 9 RIM=687.52 1 9° T/PIPE 10" N-S=679.72 5 #9327 S WVV #9139 RIM=684.58 #9001 INLET #9358 T/PIPE N47° N-S=678.91 13' 38"W INLET RIM=685.49 INLET WATER FILLED #9372 35.42' RIM=685.44 IE 12" S,NW=680.21 #8993 MHRIM=684.02 PER ATLAS SAN IE 12" N=680.34 IE 12"INSW=679.76 SAN NOT FOUND FIELD RIM=683.92 #9407 IE 12" S=680.44 RIM=686.48 IE NE=667.72 INLET RIM=682.47 #6950 IE SE=679.73 IE SE,SW=667.52 IE 12" N=678.42 INLET IE W=678.28 IE SE=673.22 #9406 IE 12" E,S=678.05 #6707 IE SW=675.01 RIM=683.98 INLET IE 24" E,S=677.53 INLET RIM=682.40 #8845 RIM=684.46 IE 24" N,W=677.70 WVV IE S=682.45 IE 10" S=677.95 RIM=688.97 T/PIPE 10" N-S=682.82

PROJECT NO.:

E E

312.36'

N49° 01' 06"W

A=68.52' R=1093.04' CB=S27°40'04"E

E E

N04° 01' 06"W

#22755 WVV #22795 RIM=685.60 INLET T/PIPE 10" N-S-W=679.80 RIM=687.90 IE 18" S,NW=674.43 #22673 INLET RIM=687.28 IE 10" W=684.15

DRIVE THRU

RIM=684.24 IE 30" NE=675.20 IE 48" S=674.60 #5399 IE 12" NW=679.94 INLET RIM=684.56 IE 10" S=680.76

MATCHLINE SEE THIS INLET SHEET FOR CONTINUATION

DRAWING NO. GRAPHIC SCALE

C5.0

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C5.0 OvUtl20360 S03.dwg 5/10/2022

NOTES:

2. UNLESS INDICATED OTHERWISE, FRAME AND OPEN LID STORM STRUCTURES IN PAVEMENT SHALL BE NEENAH R-2502 WITH TYPE D LID OR APPROVED EQUAL, AND FRAME AND CLOSED LID STORM STRUCTURES IN PAVEMENT SHALL BE NEENAH R-1772 OR APPROVED EQUAL. FRAME AND OPEN LID STORM STRUCTURES IN OPEN SPACE SHALL BE R-4340-B OR APPROVED EQUAL. ALL FRAME AND GRATES SHALL CONFORM TO LOCAL MUNICIPALITY REQUIREMENTS. FRAME AND CLOSED LID STORM STRUCTURES LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL BE “NEENAH R-1772 WITH TYPE C LID (OR EQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1 - 1” DIAMETER LIFT HOLE INSTEAD OF A STANDARD PICK HOLE.”

A=68.52' R=1093.04' CB=S27°40'04"E

PROJECT NO.:

#8845 WVV RIM=688.97 T/PIPE 10" N-S=682.82

#6743 INLET RIM=685.40 IE 12" S,W=681.05

#6739 INLET RIM=685.40 IE 12" N,E=681.50

UTILITY PLAN - AREA 1

EXISTING RETAIL TO REMAIN (ENTERTAINMENT) #7103 SAN RIM=677.24 IE 8" NE,SW=667.24

BUILDING HEIGHT 28.3'

#7070 INLET RIM=685.07 IE 24" NE,SW=676.32 IE 10" E=679.42

#6897 SAN RIM=686.17 IE 8" N,S=667.82 IE 8" W=668.27 FOUND PK NAIL 0.37' W'LY. & 0.14' N

#5948 INLET RIM=685.60 IE 12" W=682.89

#6415 INLET RIM=685.36 IE 10" SE=682.63

#6791 WVV RIM=686.09 T/PIPE N-S=679.47 #6800 WATER FILLED INLET RIM=686.16 IE 12" NW=682.19

N25° 58' 54"E 62.13'

#6773 WVV RIM=689.85 T/P N-S=682.40

#6095 INLET RIM=684.91 IE 12" N,S=679.56

#5773 INLET RIM=685.79 IE 12" E,S=681.54

FOUND PK NAIL 0.40' NW. & 0.02' N.

#6320 INLET RIM=685.21 IE 10" E,NW=682.29

#6381 INLET RIM=685.19 IE 12" S,W=681.14 N89° 41' 29"E

453.55'

BUILDING HEIGHT 32.7'

#6843 STM RIM=686.09 IE 8" NE,W=682.54

EXISTING RETAIL TO REMAIN

#7186 WVV RIM=687.04 T/PIPE 2" E-W=681.54 #22877 STM RIM=688.63 IE 30" NE,SE=675.43 IE 12" NE=678.93 #22859 INLET RIM=686.45 IE 8" S,W=674.95

#5793 INLET RIM=684.09 IE 12" N=676.71 IE 30" E,SW=675.69

#6196 INLET RIM=684.90 IE 12" N,S=680.40

#6860

2 STORY STMBRICK BUILDING

#5749 STM RIM=685.86 IE 12" N,S=680.42

#22755

#8524 STM RIM=688.36 IE 24" E=682.86 IE 10" S=681.48 #8543 IE 30" W=676.73 INLET RIM=686.08 IE 10" N=682.08

LOT 9 #5786 INLET RIM=684.24 IE 30" NE=675.20 IE 48" S=674.60 IE 12" NW=679.94

RIM=686.06 IE 12" S=681.88 IE 6" NW=682.61

#6128 INLET RIM=685.83 IE 12" N=677.23 IE 30" E,W=676.33 IE 12" S=677.43 IE 10" SW=681.48 #6025 INLET RIM=685.65 IE 10" NE=683.13

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

#22896 INLET RIM=684.76 IE10" NE=680.86 #22895 SAN RIM=686.74 IE 8" NE,S=668.19

BUILDING HEIGHT 32.1'

#6943 STM RIM=685.89 IE 6" E=680.34 IE 12" S=680.24 IE 10" W=680.31

#6707 INLET RIM=684.46 IE S=682.45

ILLINOIS

#9001 INLET RIM=685.44 IE 12" N=680.34 IE 12" S=680.44 #8993 SAN RIM=686.48 IE SE=679.73 IE W=678.28

THE CLOVE

#9139 INLET RIM=685.49 IE 12" S,NW=680.21

BUFFALO GROVE

ORIGINAL ISSUE DATE: APRIL 21, 2022

TE 8

#9327 WVV RIM=684.58 T/PIPE N-S=678.91 WATER FILLED

DRAWN BY:

#8878 WVV RIM=687.52 T/PIPE 10" N-S=679.72

MV/TK

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID ETO HER RIABLE VA

#9174 STM 4' RIM=685.06 3.2 4 IE 12" NE,SE,SW=678.91 1 "W 19 ' 19 9° 5 S

#9114 INLET RIM=684.94 IE 10" NW=680.63

LOT 11

FOUND PK NAIL 0.35' NW.

N88° 58' 54"E 7.84'

W 0' .0 16" 0 4 8' 0 0° 5 S #9990 INLET RIM=684.74 IE 12" NE,SE=679.79 IE 12" W=679.64 IE 12" NW=679.74

#10005 INLET RIM=683.60 IE 12" SE=679.97 IE 6" W=680.62

NO. DATE

" 16 ' 8

REVISIONS

#8892 STM RIM=685.29 IE 15" N=681.45

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

PROJECT MANAGER: NO.

A=34.38' R=40.00' CB=S74°45'31"W

6 4. 22 0 0° 5 N

3. LIGHT POLES SHOWN FOR COORDINATION OR LOCATION PURPOSES ONLY AND DO NOT REPRESENT ACTUAL SIZE. SEE PLANS BY SITE LIGHTING CONSULTANT FOR SITE LIGHTING INFORMATION.

20360

#9862 INLET RIM=683.80 IE 12" S=680.50

DESCRIPTION

1. CONTRACTOR TO FIELD VERIFY LOCATION, INVERT, AND SIZE OF ALL EXISTING UTILITIES PRIOR TO ORDERING MATERIALS OR BEGINNING UTILITY WORK. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.

MATCHLINE SEE SEE C5.2 FOR CONTINUATION

DRAWING NO. GRAPHIC SCALE

C5.1

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C5.1 Utl20360 S03.dwg 5/10/2022

IE 12" NW=679.94

#22755 WVV RIM=685.60 T/PIPE 10" N-S-W=679.80

NOTES:

N00° 15' 59"W 19.00' #21715 INLET RIM=686.34 T/WATER=682.24 BOTTOM=679.52 NO VISIBLE OUTLET

S89° 44' 01"W

#21559 SAN RIM=684.83 IE 8" N,S=669.68 N00° 15' 59"W #20406 12.00' INLET RIM=686.37 T/WATER=682.37 BOTTOM=678.37 NO VISIBLE S00° 15' 59"E OUTLET

#20093 SAN RIM=684.36 UNABLE TO OPEN

12" ST

2" ST

#2882 1 INLET RIM=683.31 IE 10" N=679.57

15.13'

FOUND IRON PIPE 0.08 S. & 0.63' E.

#21763 SAN RIM=686.53 IE 6" N,E,W,NW=679.28

#21764 INLET RIM=686.29 T/WATER=682.19 BOTTOM=679.29 NO VISIBLE OUTLET

#21784 SAN RIM=687.36 IE 8" N,S=670.76 IE 8" SW=670.86

10" WM

215.41'

#2926 INLET RIM=683.45 IE 10" N,S=678.40 IE 12" W=678.40

S80° 43' 44"W 8.97'

PARK PROGRAMMING BY OTHERS LOT 5

DESCRIPTION

NO. DATE

#2840 INLET 12" ST RIM=683.38 IE 10" S=679.70

S04° 43' 20"E

4 N06° 35' 4

LOT 7

151.30'

333.60'

#2789 INLET RIM=683.35 IE 10" N=678.15 IE 12" W=678.15

ILLINOIS

DRAWN BY:

MV/TK

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

S09° 16' 16"E 48.27'

BUFFALO GROVE

67.42'

S89° 44' 01"W

10" WM

48" SA N 50.00'

THE CLOVE

63.25' S89° 44' 01"W

PROPOSED RETAIL 4,210 SF

8" SAN

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

48" ST

10" WM

65.00' S89° 44' 01"W

UTILITY PLAN - AREA 2

#2976 INLET RIM=683.52 IE 24" E,W=674.52

8" SAN

N00° 15' 59"W 42.71'

426.01'

#3993 INLET RIM=685.57 IE 12" NE,NW=679.19

A=22.04' R=77.00' CB=N82°04'08"W

R=210.00'

147.99'

S 24"

R=425.00'

FOUND IRON PIPE 0.09' W.

A=30.58'

#4198 INLET RIM=685.52 UNABLE TO OPEN

T S " 12

#21881 SAN RIM=685.19 IE 8" N,SE,S=669.56

A=119.00'

LOT 6

PROJECT NO.:

48" ST

#21840 INLET RIM=684.41 IE 12" N,SW=679.44

6" SAN

70.00'

PROPOSED PARKING DECK

N24° 41' 02"E 42.14' #21815 INLET RIM=684.46 IE 30" N=674.40 IE 36" S=674.40

15" ST

N04° 01' 06"W 74.98' (74.97')

30.95'

PROPOSED RETAIL 6,167 SF

41 82. ' 02"E 00'

N2 4°

A=74.99' R=375.00' CB=N30°24'49"E

#21827 INLET RIM=684.25 IE 12" S=680.15 IE 12" NW=680.20

#8782 STM RIM=687.90 IE 24" E=682.95 IE 24" SW=678.72

PROJECT MANAGER: NO.

ST #4783 SAN RIM=686.80 UNABLE TO OPEN

48" ST

785.34'

121.50'

#22227 INLET RIM=685.80 IE 18" E=673.75 IE 18" NW=674.07

12.00'

ROAD

70.00' FOUND IRON PIPE AT CORNER

N38° 26' 06"E

12.72'

11.52'

A=22.80' R=150.00' CB=N29°02'17"E

N53° 51' 25"W

#7256 WVV RIM=684.88 T/PIPE 10" N-S=679.68 #7255 WVV RIM=684.83 T/PIPE 10" N-S=679.50

#22310 SAN RIM=686.11 IE 8" N,S=669.11 IE 6" E=669.11 #22245 IE 9" E=676.76 INLET RIM=684.20 IE 10" E=680.63

#5064 #4806 INLET WVV RIM=686.37 RIM=686.78 IE 12" S=682.37 T/PIPE 12" N-S=682.28

OLD CHECKER

#4932 INLET RIM=683.95 UNABLE TO OPEN

16.03'

A=29.86' R=97.00' CB=N42°11'34"E

#4805 WVV RIM=686.78 T/PIPE 12" E-W=682.09

REVISIONS

9.00'

A=24.01' R=25.00' CB=N23°29'45"E

S56° 37' 28"E

N85° 58' 54"E

487.58'

ORIGINAL ISSUE DATE: APRIL 21, 2022

25.03'

#22552 INLET RIM=686.07 IE 12" N=679.23 IE 12" W=676.79

12"

#22403 STM RIM=686.16 IE 30" NE,SW=675.10 IE 12" SE=675.43

#8584 INLET RIM=687.94 IE 12" E=685.72

' 29"E S09° 16

#22550 INLET RIM=684.78 IE 12" E,SW=676.38

#5187 SAN RIM=687.30 IE 8" N,SW=680.40

#5016 INLET RIM=684.54 IE 10" N=680.61

#22587 GREASE TRAP RIM=686.23

3. LIGHT POLES SHOWN FOR COORDINATION OR LOCATION PURPOSES ONLY AND DO NOT REPRESENT ACTUAL SIZE. SEE PLANS BY SITE LIGHTING CONSULTANT FOR SITE LIGHTING INFORMATION.

TE 83 S ROU

17.00'

10" WM

EXISTING RETAIL TO REMAIN

16.97'

N04° 01' 06"W

LOT 10 COMMERCIAL WITH DRIVE-THRU

I ILLINO

#5340 INLET RIM=684.50 IE 10" N=677.75 IE 12" E=677.87 IE 10" S=678.00 IE 8" NW=678.13

BUILDING HEIGHT 20.9'

S85° 58' 54"W

312.36'

#22673 INLET RIM=687.28 IE 10" W=684.15

N49° 01' 06"W

20360

#5399 INLET RIM=684.56 IE 10" S=680.76

DRIVE THRU

N04° 01' 06"W

#22795 INLET RIM=687.90 IE 18" S,NW=674.43

#3159 STM RIM=684.52 UNABLE TO OPEN

#20567 24" FES IE=679.58

MATCHLINE SEE SEE C5.3 FOR CONTINUATION

' 44"E N80° 43 86.11'

N85° 58' 54"E 63.10'

EXISTING

DRAWING NO. GRAPHIC SCALE

S04° 01' 06"

#20525 STM RIM=685.94 #20526 IE 12" N,SW=678.74 INLET

#20241 INLET RIM=683.76 IE 10" S=680.21

5.14'

#2743 INLET #2746 RIM=683.43 WVV IE 10" S=679.72 RIM=683.77 T/PIPE N-S=677.72 WATER FILLED

N04° 01' 0

#20598 INLET

#20478 FES IE=679.79

C5.2

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C5.1 Utl20360 S03.dwg 5/10/2022

MATCHLINE SEE SEE C5.2 FOR CONTINUATION

STM RIM=685.94 #20526 #20598 IE 12" N,SW=678.74 INLET INLET RIM=685.64 RIM=685.62 FOUND DISK 0.10' E. & 0.14 N. IE 12" N=681.52IE 12" W=682.04 IE 24" NE=679.27 #20617 IE 24" S=679.30INLET RIM=686.37 IE 12" NE=677.74 N89° 35' 41"E 138.55' IE 12" SE=675.85 IE 12" W=675.97

#2049 INLET RIM=683.42 IE 10" N=679.59

12" ST

#7555 SAN #11066 RIM=684.99 STM IE 6" N=679.04 RIM=686.11 IE 8" S=679.04 IE 6" N,E=681.21 IE 10" W=681.16

3. LIGHT POLES SHOWN FOR COORDINATION OR LOCATION PURPOSES ONLY AND DO NOT REPRESENT ACTUAL SIZE. SEE PLANS BY SITE LIGHTING CONSULTANT FOR SITE LIGHTING INFORMATION.

#11015 INLET RIM=684.04 INLET IE 12" NE=680.94 RIM=684.07 IE 12" E,W=680.67 IE 12" W=680.90 #8307 FOUND CROSS AT CORNER

FOUND IRON PIPE 0.22 N'LY & 0.07' E'LY

0"W 9' 2 3 ° 69

0.76' E'LY & 0.07' N'LY

A=19.17' R=1498.91' CB=S09°38'28"E

.83' 159

#10756 SAN RIM=682.05 IE 6" SE,W=676.25

87.69

' 41'

7' 159.8

#10672 INLET RIM=678.87 IE 12" W=675.77

29.

" 13' 04 S13°

215.7

10431 INLET RIM=680.39 IE 12" E=676.02

#10435 INLET RIM=680.40 IE 12" E,W=675.90

10701 STM IE 48" N,S=673.91

FOUND IRON ROD 0.54 N'LY & 1.12' E'LY

#10564 STM RIM=679.13 IE 24" NE=671.22 IE 24" S=671.75 IE 12" W=673.71

#23030 18" FES IE=672.58 0' 23"W

183.88

#10291 INLET RIM=678.95 IE 18" N,E,W=672.55

6 31.8 2 = A

GRATE=675.56 IE 24" RCP=671.46

ILLINOIS

DRAWN BY:

R=14

56' 32

LOT 1

N80° 3

MV/TK

9.5 9'

N11°

HWL = 678.50 NWL = 672.00

#10244 INLET RIM=678.92 IE 18" S,W=673.42

A =14

N. FACE OF WALL 0.53' N.

BUFFALO GROVE

#8261 88.02' INLET S85° 58' 40"W RIM=683.80 #8360 IE 12" W=681.89 INLET RIM=683.94 IE 12" N,SE=681.14

THE CLOVE

#8068 WVV RIM=682.99 FOUND IRON PIPE AT CORNER T/PIPE E-W=675.71 WATER FILLED

R =2

LAK

4' 47.2

D A O

ED T ICA .W. D DE R.O E OR IDTH F TO LE W E R HE RIAB VA

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

MOBILE GENERATOR

#21344 SAN RIM=681.94 BUILDINGIE CORER 8" E=678.82 S. IE4.73' 8" W=678.85

#21411 INLET RIM=684.14 IE 10" N=677.07 FOUND DISK

#8293 INLET RIM=684.05 IE 12" E,W=680.40

UTILITY PLAN -AREA 3

10" WM

8" SAN E

#10076 SAN RIM=682.47 IE 8" N,W=678.45

N21° 49' 45"W 72.15'

202.59'

AD) RY RO ICATED D (McHEN E D OFORE .O.W. HERET LE WIDTH R VARIAB

S86° 26' 20"W

#1076 INLET RIM=682.72 IE 12 E,W=678.42

#1063 INLET RIM=682.77 IE 12" E=678.87

#20392 48" FES IE=671.43

GREASE TRAP RIM=685.21

#2279 GREASE TRAP RIM=685.26

#1050 SAN RIM=683.91 #1093 #8285 SAN IE 8" N,W=675.21 INLET RIM=684.40 IE 8" E=675.31 RIM=683.59 IE 8" E,W=677.62 IE 48" SE,NW=671.31

#21398 SAN RIM=684.52 IE 10" E,W=675.40 IE 8" S=675.40

' 29"E S09° 16 138.23'

#21308 SAN RIM=684.65 UNABLE TO OPEN

132.11' ' 17"W N07° 59

8" WM

EXISTING #2281 RESTAURANT GREASE TRAP RIM=685.23 TO REMAIN #2280

#2308 INLET RIM=683.85 #2282 IE 12" N=680.92 SAN RIM=685.23 IE 6" E,S=679.58

#1136 INLET RIM=682.46 IE 12" N=679.75

TE 83

#2367 INLET RIM=684.20 IE 10" E,W=679.80 IE 12" S=679.80 BUILDING HEIGHT 15.9'

#21220 INLET RIM=684.01 IE 10"N00° E=677.01 34' 45"E IE 12" W=675.46 23.72'

IS ROU

FOUND IRON PIPE 0.41' W.

' 43"E N82° 00 84.71'

295.83'

6" SAN

' 29"E

#1582 STM RIM=683.92 IE 48" N,SE=671.88

#2369 STM RIM=685.39 IE 10" NE=680.34 IE 10" SW=680.07

FOUND CROSS AT CORNER

#2120 INLET RIM=683.04 IE 10" E=678.14 IE 10" S=678.34 #2132 #2131 IE 12" W=678.24WVV WVV RIM=683.82 RIM=683.93 T/PIPE 10" N-S=676.62 T/PIPE 10" E-W=676.78

#8132 INLET RIM=683.28 IE 10" SW=680.65

S09° 16

#21123 INLET RIM=686.24 IE 12" N,S=681.94

FOUND IRON PIPE AT CORNER

#2102 INLET RIM=682.96 IE 10" N=677.98 IE 12" W=677.92

PROPOSED GROCER 43,365 SF

#21243 INLET RIM=685.62 IE 12" N=682.62

ORIGINAL ISSUE DATE: APRIL 21, 2022

ILLINO

LOT 2

PROJECT NO.:

427.88'

#2085 INLET RIM=683.19 IE 10" S=679.45

#2487 SAN RIM=684.33 IE 8" N,W=678.02

8" SAN

20360

12" ST

N01° 03' 14"W

#20824 INLET RIM=684.84 IE 10" N=679.49 IE 12" W=676.66

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

N80° 43' 44"E 11.00'

#2070 INLET RIM=683.17 IE 10" N=679.62

#20807 INLET RIM=683.99 IE 12" E,W=675.49

#7729 INLET RIM=684.58 IE 12" N=679.07 IE 12" E=677.34

125.00'

INLET RIM=684.86 IE 10" N=680.82

PROJECT MANAGER: NO.

' 16"E

10" WM

S09° 16

PROPOSED RESTAURANT

#7665 INLET RIM=684.89 IE 10" S=679.94

#7642 INLET RIM=684.90 #2680 IE 12" SW=681.30 INLET RIM=684.89 IE 10" NE=680.69 IE 10" SE=680.54 IE 10" NW=680.52 #7752

6" SAN

#21048 INLET RIM=685.54 IE 24" N=679.64 IE 12" S=681.49

REVISIONS

#2608 STM RIM=685.16 IE 10" NE,SE=680.42 IE 12" W=680.23

#2057 INLET RIM=683.36 IE 12" E=678.18 IE 10" S=678.26 IE 15" W=678.19

NO. DATE

LOT 3

S80° 43' 44"W 5.00'

#20799 WVV RIM=684.63 T/PIPE 10" N,S,W=679.23

DESCRIPTION

63.10' S85° 58' 54"W

155.91'

#20699 SAN RIM=684.97 IE 8" E=673.37 #20781 IE 8" S=673.57 WVV RIM=684.92 T/PIPE 10" N-S=679.62

' 16"E S09° 16

LOT 4

#20249 INLET RIM=684.06 IE 10" N=679.31 IE 12" E,W=675.06 IE 10" S=679.61

#20268 INLET RIM=684.43 IE 48" NE,W=672.68 #20111 SAN RIM=684.44 UNABLE TO OPEN

#20925 STM RIM=686.49 IE 48" NE,S=672.27

#2042 INLET RIM=683.38 IE 10" N=678.08 IE 10" SE=679.63 BUILDING HEIGHT IE 10" S=678.1317.3' IE 12" W=678.08

S04° 01' 06"E 67.10'

PROPOSED MIXED USE

EXISTING RESTAURANT TO REMAIN

67.10' N04° 01' 06"W

FOUND IRON PIPE 0.54' N. & 0.04' E.

NOTES:

R K O

O C E

#10733 WVV RIM=678.09 T/PIPE N-S=667.46 A=83.81' R=2356.83' WATER FILLED CB=S66°41'02"W

DRAWING NO. N01° 19' 44"E 23.30'

#10559 STM #10544 #10535 RIM=678.86 INLET IE 24" N,NE=670.96 RIM=678.04 INLET IE 36" S=670.76 RIM=677.60 IE 12" E=673.94 IE #10491 IE 12" S=673.99 12" N=674.31 INLET

GRAPHIC SCALE

C5.3

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C5.1 Utl20360 S03.dwg 5/10/2022

Luminaire Schedule Project: Project_1 Symbol

Qty

Label

Arrangement

LMF

Lum. Lumens

Lum. Watts

Part Number

3M-30L

SINGLE

1.000

31000

202

OSQL-B-30L-40K7-3M-UL-NM-__ w/OSQ-ML-B-DA-__

5M-30L

Single

1.000

27800

202

OSQL-B-30L-40K7-5M-UL-NM-__ w/OSQ-ML-B-DA-__

5M-30L-2

2 @ 180°

1.000

27800

202

OSQL-B-30L-40K7-5M-UL-NM-__ w/OSQ-ML-B-DA-__

5M-30L-3

3 @ 90°

1.000

27800

202

OSQL-B-30L-40K7-5M-UL-NM-__ w/OSQ-ML-B-DA-__

XP-4

Single

1.000

6100

XSPW-B-WM-4ME-6L-40K-UL-__

NEW POLE BASES

Calculation Summary (Footcandles calculated using initial lumen values @ 25°C) Label

Units

Avg

Max

Min

Avg/Min

Max/Min

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.3

1.4

1.3

1.2

1.1

1.0

0.9

1.0

1.1

1.0

0.8

0.6

0.4

0.3

0.2

0.1

0.0

CalcPts

1.61

9.0

0.0

N.A.

0.0

0.1

0.2

0.3

0.4

0.6

0.7

0.8

0.9

1.1

1.2

1.4

1.6

1.8

1.9

1.8

1.5

1.4

1.2

1.3

1.5

1.2

0.9

0.6

0.5

0.4

0.3

0.2

0.1

0.0

0.1

0.2

0.3

0.4

0.5

0.7

0.9

1.0

1.1

1.0

1.1

1.3

1.5

1.7

1.9

2.0

2.2

2.3

2.1

1.8

1.7

1.8

2.1

1.7

1.2

0.9

0.7

0.5

0.4

0.3

0.2

0.1

0.0

PROPERTY LINE

0.16

0.2

0.0

N.A.

0.0

0.1

0.2

0.3

0.4

0.5

0.7

1.0

1.3

1.5

1.3

1.5

1.6

1.9

2.2

2.1

2.0

2.1

2.6

2.9

2.4

2.3

2.2

2.7

2.3

1.6

1.1

0.9

0.7

0.5

0.4

0.3

0.2

0.1

0.0

CHICK-FIL-A PKG LOT

2.84

8.8

1.0

2.84

8.80

0.0

0.1

0.2

0.3

0.4

0.5

0.7

1.0

1.3

1.8

2.1

1.8

1.7

1.8

1.9

2.1

2.7

2.5

2.1

1.9

2.0

2.2

2.8

3.6

3.1

3.4

3.5

3.1

2.9

2.0

1.4

1.1

0.8

0.7

0.5

0.4

0.3

0.2

0.1

0.0

0.1

0.2

0.3

0.4

0.6

0.7

0.9

1.2

1.7

2.4

2.7

2.3

2.4

2.5

2.9

3.0

2.3

1.9

1.8

1.9

2.2

2.6

3.3

4.2

4.4

4.0

2.7

2.0

1.4

1.0

0.8

0.7

0.5

0.4

0.3

0.2

0.1

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.8

0.9

1.1

1.5

2.0

3.0

3.3

3.8

3.9

3.7

3.6

2.7

2.2

1.8

1.7

1.8

2.1

2.6

3.7

4.5

6.2

5.7

4.0

2.7

2.0

1.4

1.0

0.8

0.7

0.6

0.5

0.3

0.2

0.1

0.0

0.1

0.2

0.3

0.4

0.5

0.7

0.8

0.9

1.1

1.4

2.0

2.6

4.1

4.6

5.0

4.4

3.7

2.7

2.2

1.8

1.6

1.7

2.1

2.6

3.6

4.4

5.7

5.4

4.1

2.8

2.1

1.5

1.0

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0.0

0.6

0.7

0.8

1.0

1.4

1.9

2.6

4.0

5.5

6.7

4.9

3.8

2.7

2.2

1.8

1.7

1.8

2.1

2.6

3.2

4.2

4.1

3.9

2.8

2.1

1.5

1.1

0.9

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0.0

1.1

1.2

1.1

0.9

1.0

1.4

2.0

2.6

4.2

5.0

5.4

4.6

3.9

2.8

2.3

1.9

1.8

1.9

2.2

2.8

3.7

2.9

3.0

2.9

2.7

3.2

2.4

1.7

1.3

1.0

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

2.0

2.6

3.8

4.2

4.0

4.1

3.8

2.8

2.4

2.0

1.9

2.1

2.5

3.1

2.6

2.3

2.2

2.1

2.5

2.0

1.4

1.1

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

2.1 3.1 2.8 2.7 2.7 2.7 IBT EASEMENT PER DOC. 2737813

2.9

3.3

2.7

2.2

2.1

2.3

2.5

2.0

1.8

1.7

1.6

1.8

1.5

1.1

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

2.39

9.0

0.9

2.66

10.00

0.0 0.1 0.1

Pole Fixture Mounting Height: 30' AFG (27' pole +3' base)

0.2

0.3

0.4

0.5

0.6

0.1

0.2

0.3

0.5

0.6

0.8

0.9

1.1

0.1

0.2

0.3

0.6

1.2

1.3

1.4

1.7

1.9

2.0

1.8

2.1

1.6

1.0

0.9

1.1

1.4

0.1

0.2

0.3

0.5

1.1

2.0

1.9

2.1

2.6

2.5

2.2

2.4

2.5

1.8

1.1

1.0

1.2

1.6

0.1

0.3

0.7

1.3

2.0

3.3

3.1

2.9

2.8

2.7

2.9

3.3

3.5

3.1

1.9

1.1

1.3

1.8

2.4

2.5

2.1

2.2

2.6

2.8

2.5

2.2

1.9

1.7

1.5

1.3

1.4

1.3

1.1

0.9

0.7

0.5

0.4

0.3

0.2

0.1

0.0

0.10.1

0.2

0.4

1.1

1.8

2.8

5.0

5.3

4.6

4.0

2.4

3.5

2.3

1.5

1.1

1.4

1.8

2.1

1.9

1.7

1.8

2.0

2.3

2.2

2.0

1.8

1.6

1.5

1.3

1.2

1.1

1.2

1.1

1.0

0.8

0.7

0.5

0.4

0.3

0.2

0.1

0.0

0.1 0.2

0.3

1.8

0.6

1.1

1.0

1.2

1.4

1.6

1.5

1.4

1.6

1.7

1.9

2.0

1.8

1.6

1.5

1.4

1.3

1.2

1.1

1.0

0.9

0.8

0.7

0.5

0.4

0.3

0.2

0.1

0.0

2.3

2.8

0.7

0.8

1.0

1.2

1.4

1.3

1.4

1.5

1.6

1.7

1.6

1.5

1.4

1.3

1.2

1.1

1.0

0.9

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0.0

0.8

0.9

1.1

1.2

1.3

1.4

1.5

1.4

1.3

1.2

1.1

1.0

0.9

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0.0

1.0

1.1

1.2

1.3

1.4

1.5

1.4

1.3

1.2

1.1

1.0

0.9

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.6

1.4

1.3

1.4

1.5

1.4

1.3

1.2

1.3

1.2

1.0

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

1.3

1.4

1.5

1.4

1.6

1.7

1.8

2.0

1.9

1.7

1.5

1.3

1.4

1.6

1.8

1.7

1.5

1.4

1.5

1.7

1.4

1.1

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

1.5

1.9

1.8

1.7

1.6

1.7

1.9

2.1

2.3

2.4

2.2

1.8

1.2

1.4

1.6

1.9

2.2

1.9

1.8

1.9

2.0

2.3

2.0

1.5

1.1

0.8

0.7

0.5

0.4

0.3

0.2

0.1

0.0

1.7

2.2

2.6

2.5

2.2

2.3

2.4

2.6

3.2

2.8

2.2

1.8

1.5 1.3 1.2 PARCEL 2 LOT 1 1.5 1.3 1.3

1.3

1.5

1.8

2.4

2.9

2.5

2.4

2.3

2.4

2.8

2.1

1.5

1.1

0.9

0.7

0.5

0.4

0.3

0.2

0.1

0.0

1.6

2.2

3.1

3.6

3.0

3.1

1.5

2.0

2.7

3.9

4.4

3.9

4.1

4.2

0.1 0.1

0.5

0.1

0.3

0.7

1.7

2.8

3.8

1.8

0.2

0.3

0.8

1.7

2.5

3.1

3.6

0.2

0.5

1.1

1.9

2.3

3.3

4.2

0.3

0.7

1.8

2.9

3.5

3.8

2.5

0.3

0.8

72.38' 1.9 2.9

4.1

4.3

0.3

0.7

1.6

2.3

3.3

4.3

0.3

0.8

1.5

2.0

3.0

3.7

0.3

0.8

1.6

2.1

2.3

2.1

0.1 0.1

*** CUSTOMER TO VERIFY ORDERING INFORMATION AND CATALOGUE NUMBER PRIOR TO PLACING ORDER ***

0.1

XP-4 MH: 15 XP-4 MH: 15

2.7

3.3 3.4

0.1

1.8

EXISTING XP-4 RETAIL TO MH: 15 REMAIN

0.1 0.1 0.1

XP-4 MH: 15

0.2 0.2 0.2 0.2

XP-4 MH: 15

0.3

0.7

1.4

1.9

2.0

1.9

1.4

1.8

2.4

3.2

4.6

5.8

6.0

6.1

0.2 0.3

0.6

1.4

1.9

2.4

3.3

1.3

1.6

2.3

3.2

4.7

6.2

8.3

8.2

0.2 0.2

0.5

1.2

1.7

2.7

4.1

1.6

2.3

3.1

4.6

6.3

9.0

0.2 0.2

0.5

1.2

1.7

2.6

4.0

1.6

2.3

3.2

4.3

6.1

0.2 0.2

0.5

1.3

2.0

2.3

2.6

1.4

1.7

2.3

3.2

4.8

0.2 0.2

0.5

1.1

1.8

1.9

2.0

1.2

1.5

1.9

2.6

3.8

0.2 0.2

0.4

1.1

1.8

2.3

2.7

1.4

1.2

1.5

2.1

2.9

0.3

0.9

1.5

2.2

3.2

2.4

1.2

1.6

2.1

0.3

0.9

1.5

2.1

3.2

2.5

1.1

1.5

0.4

0.9

1.8

2.2

2.6

1.7

1.0

0.4

0.9

1.6

1.9

1.4

0.3

0.8

1.6

2.1

2.5

2.3

0.3

0.7

1.4

1.9

3.0

4.2

0.2

0.6

1.3

1.8

2.9

4.5

0.3

0.7

1.5

2.0

2.6

2.9

0.2 0.3

0.6

1.4

2.0

1.9

0.2

XP-4 MH: 15

4.2

LOT 9 3.6

3.8

2.8

2.1

1.7

1.5

1.4

1.3

1.5

1.7

2.1

2.7

3.6

3.1

3.4

3.5

3.2

3.6

2.6

2.0

1.5

1.2

0.9

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0.0

4.9

3.3

2.5

2.0

1.7

1.5

1.4

1.3

1.4

1.6

2.0

2.5

3.2

4.4

4.5

4.6

4.5

3.3

2.7

2.2

1.7

1.3

1.0

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

5M-30L-3 MH: 30

5M-30L-2 MH: 30

5.9

4.1

3.2

2.4

1.9

1.6

1.5

1.4

1.6

2.0

2.6

3.5

4.6

6.2

6.4

4.8

3.7

2.8

2.4

2.0

1.7

1.2

0.9

0.7

0.5

0.4

0.3

0.2

0.1

0.0

6.1

4.5

3.2

2.4

1.9

1.6

1.5

1.4

1.5

1.6

2.0

2.6

3.5

4.7

6.3

6.4

5.0

4.1

3.2

2.7

2.4

2.2

1.7

1.1

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

8.8

6.2

4.6

3.2

2.5

1.9

1.7

1.6

1.5

1.6

1.7

2.1

2.7

3.4

4.7

4.9

5.0

4.2

3.6

3.2

2.8

2.7

2.4

1.6

1.0

0.8

0.7

0.6

0.4

0.3

0.2

0.1

0.0

6.6

6.5

6.1

4.4

3.4

2.6

2.1

1.8

1.7

1.9

2.2

2.8

3.9

3.6

4.0

4.1

3.9

4.6

4.2

3.7

3.2

3.1

3.4

2.8

1.6

1.1

1.0

0.7

0.4

0.3

0.2

0.1

0.0

4.7

5.4

5.2

4.5

5.2

3.7

2.8

2.3

2.0

1.9

2.0

2.2

2.6

3.3

3.1

3.3

3.5

4.2

4.0

3.5

4.4

5.2

3.3

1.7

1.2

0.8

0.5

0.4

0.3

0.2

ACCESS 0.1 0.1EASEMENT 0.1 0.1

0.0

4.0

3.4

3.6

4.2

3.4

2.5

2.1

1.9

2.2

2.4

2.3

2.5

2.9

3.2

2.8

2.9

2.7

2.6

2.8

3.3

3.6

3.5

3.9

5.0

7.1

6.6

2.9

1.5

1.0

0.8

0.5

0.3

0.2

0.1

0.0

3.4

2.9

2.7

2.6

2.7

2.8

3.2

2.8

2.3

2.0

1.8

1.9

2.1

2.5

2.8

3.0

2.7

2.8

2.2

2.0

2.3

2.7

3.0

3.2

3.7

4.9

7.5

8.2

5.2

2.0

1.1

0.8

0.5

0.3

0.2

0.1

0.0

2.5

2.3

2.1

2.3

2.5

2.7

2.6

2.3

2.0

1.9

6.8

2.8

1.2

0.8

0.5

0.3

0.2

0.1

0.0

1.9

2.1

2.0

1.9

1.8

1.9

2.0

2.1

2.2

2.3

2.2

2.0

1.9

5.8

3.6

1.4

0.8

0.5

0.4

0.3

0.2

0.1

0.0

1.3

1.6

1.7

1.8

1.7

1.8

1.9

2.0

2.1

2.0

0.9

1.1

1.3

1.5

1.7

1.8

1.7

1.8

1.9

2.0

2.1

0.8

1.0

1.1

1.4

1.6

1.9

1.8

1.9

2.1

0.7

0.8

1.0

1.2

1.6

1.9

2.2

2.0

2.1

2.2

0.6

0.7

0.9

1.1

1.4

1.8

2.4

2.8

2.4

2.5

0.5

0.7

0.8

1.0

1.2

1.6

2.0

2.8

3.4

2.9

3.1

3.3

0.8

0.9

1.1

1.4

1.8

2.4

3.2

4.1

4.4

XP-4 MH: 15

0.2

PARKING LOT

0.2

0.5 1.2 61 .76 ' 1.0 1.7

.L 35' B.S

0.2

24.46'

0.2

28.51'

0.1

49.76'

0.1 0.1 0.1 0.1

Pole Schedule (4) SSS-4-11-27-CW-BS-1D-C-__ (27' X 4" X 11ga STEEL SQUARE POLE) Proposed poles meet 120 MPH sustained winds. Additional Equipment: (16) OSQ-ML-B-DA-__ (Direct Arm Mount)

5M-30L-2 MH: 30

NT ACCESS EASEME

PARKING LOT

0.0

5M-30L MH: 30

CHICK-FIL-A PKG LOT

3M-30L MH: 30

1.9

2.0

2.3

2.8

3.3

3.2

3.1

2.3

2.0

1.7

1.6

1.8

2.2

2.6

2.8

3.2

4.2

6.1

7.8

1.9

2.1

2.3

2.8

3.3

3.8

3.7

3.0

2.3

1.8

1.5

1.3

1.4

1.7

2.2

2.6

2.7

3.3

4.3

5.6

2.0

2.1

2.3

2.7

3.2

4.0

3.8

2.9

2.3

1.7

1.4

1.2

1.3

1.6

2.1

2.3

2.5

3.2

3.7

3.9

3.4

1.9

1.0

0.6

0.4

0.3

0.2

0.1

0.0

2.2

2.1

2.3

2.6

3.1

3.0

2.8

2.1

1.7

1.3

1.1

1.0

1.2

1.6

2.0

2.1

2.6

3.0

2.9

2.2

1.4

0.8

0.5

0.4

0.3

0.2

0.1

0.0

2.3

2.4

2.3

2.2

2.3

2.8

2.7

2.9

2.6

2.2

2.3

1.7

2.3

2.8

2.7

2.3

2.2

2.6

2.7

2.5

2.4

2.3

2.0

1.8

2.6

2.9

3.2

2.6

2.3

2.2

2.4

2.6

2.5

2.4

2.3

2.0

1.7

1.6

LOTCOMMERCIA 10 L

3.2

3.8

2.8

2.4

2.2

2.3

2.4

2.5

2.6

2.4

2.3

1.9

1.6

4.4

3.4

2.7

2.3

2.1

2.2

2.3

2.6

2.8

2.9

2.6

2.5

2.4

0.2

0.2 0.2

0.6

1.3

2.0

0.2 0.2

0.5

1.2

0.2 0.2

0.4

0.2 0.2 0.2 0.2

NT ACCESS EASEME

0.2

2 STORY BRICK

0.2

XP-4 MH: 15

EXISTING RETAIL TO XP-4 MH: 15 REMAIN

2.5

1.7

2.4

3.9

1.1

1.6

2.6

3.6

0.4

1.1

1.7

2.3

3.4

0.5

1.1

1.9

2.1

0.5

1.1

1.8

2.1

2.2

1.4

0.4

1.0

1.7

2.2

3.2

2.4

0.3

0.9

1.6

2.3

3.4

3.2

0.3

0.9

1.7

2.4

3.6

3.2

0.7

0.8

0.7

0.4

0.9

1.8

2.3

2.5

2.1

0.9

1.0

1.2

1.3

0.5

0.9

1.4

1.5

1.4

1.3

1.4

1.6

1.0

1.4

1.6

1.5

1.3

1.2

1.4

1.6

1.9

2.0

0.2 0.2

EXCEPTION TO BLANKET EASEMENT

2.2

0.2

CREE LIGHTIN G

_______________________ A COMPANY OF IDEAL INDUSTRIES, INC. 9201 Washington Ave, Racine, WI 53406 https://creelighting.com - (800) 236-6800

Illumination results shown on this lighting design are based on project parameters provided to Cree Lighting used inconjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting,or energy code.

BUILDING

0.2

0.9

1.0

1.3

1.7

2.3

3.1

4.4

5.7

6.0

0.8

1.0

1.2

1.7

2.3

3.0

4.3

6.0

6.5

0.8

1.0

1.2

1.7

2.3

3.0

4.4

4.8

0.8

1.0

1.3

1.7

2.3

3.3

3.7

0.8

1.1

1.4

1.9

2.7

3.2

0.8

1.1

1.5

2.0

2.6

0.9

1.1

1.5

1.9

0.9

1.2

1.5

1.1

1.2

1.4

1.6

1.7

1.8

1.9

2.1

2.2

2.4

XP-4 MH: 15

5M-30L-2 MH: 30

2.8

2.9

2.8

2.4

1.7

1.0

0.6

0.5

0.3

0.2

0.1

0.0

2.2

2.9

3.1

2.9

2.5

2.0

1.3

0.8

0.6

0.3

0.2

0.1

0.0

2.3

2.8

3.0

2.6

2.1

1.5

1.0

0.6

0.4

0.2

0.1

0.0

2.5

2.7

2.8

2.9

2.6

2.2

1.7

1.1

0.6

0.3

0.2

0.1

0.0

2.0

2.5

2.7

3.0

2.8

2.6

2.3

1.7

1.0

0.5

0.3

0.2

0.1

0.0

2.9

3.4

3.7

3.6

3.3

2.4

1.4

0.8

0.5

0.3

0.2

0.1

0.0

WITH

4.7

3.8

2.7

2.3

2.0

2.2

2.5

2.7

2.8

2.9

2.8

2.7

2.6

4.8

4.0

2.8

2.3

1.9

1.8

2.0

2.4

2.8

3.1

3.2

3.5

3.6

3.3

2.9

4.8

4.6

3.7

2.9

2.4

2.0

1.8

1.9

2.1

2.6

3.3

4.3

4.9

5.0

4.6

3.8

3.3

2.8

2.7

2.8

4.0

3.9

3.6

4.0

3.3

2.6

2.1

1.9

1.8

2.1

2.8

4.9

7.0

7.8

6.9

5.2

4.2

3.6

3.4

2.9

3.0

3.4

3.0

2.4

2.0

1.9

2.2

3.4

6.5

8.8

7.0

5.0

4.3

2.5

2.6

2.8

2.7

2.8

2.9

2.5

2.2

2.0

2.3

2.6

3.5

5.7

7.9

7.3

5.5

2.1

2.0

2.1

2.3

2.6

2.8

2.7

2.6

2.4

2.3

2.2

2.4

2.6

2.5

2.9

3.8

4.9

1.7

1.8

1.9

2.1

2.6

3.1

2.8

2.7

2.6

2.7

2.9

2.6

2.1

2.2

1.5

1.6

1.7

1.8

1.9

2.1

2.4

3.0

3.7

3.2

3.1

3.0

3.4

2.9

2.2

1.8

1.9

1.7

1.8

1.9

2.0

2.1

2.3

2.7

3.3

4.2

4.3

4.1

4.0

3.1

2.4

1.9

2.2

2.3

2.2

2.1

2.3

2.7

3.1

4.4

4.9

5.2

4.7

4.1

2.8

2.2

1.7

2.5

2.4

2.3

2.4

2.2

2.3

2.6

3.0

4.3

5.5

6.9

5.3

4.1

2.6

2.1

1.6

2.3

2.5

2.7

3.6

4.6

5.4

5.6

4.1

2.1

1.1

0.7

0.5

0.4

0.3

0.2

0.1

0.0

2.9

3.4

4.7

6.6

8.1

7.1

3.8

1.6

1.1

0.7

0.5

0.4

0.3

0.2

0.1

0.0

3.4

3.5

3.3

3.4

4.1

5.7

8.4

8.8

5.9

2.7

1.6

1.1

0.8

0.5

0.4

0.3

0.2

0.1

0.0

4.1

4.2

4.1

3.8

4.4

6.2

7.9

6.6

3.5

2.4

1.8

1.3

0.8

0.6

0.4

0.3

0.2

0.1

0.0

4.5

4.8

4.7

4.3

4.0

4.5

5.7

5.5

3.7

2.9

2.2

1.6

1.2

0.9

0.6

0.4

0.3

0.2

0.1

0.0

4.8

4.4

4.6

5.1

4.6

4.4

4.3

4.5

4.3

3.4

2.8

2.1

1.5

1.1

0.8

0.6

0.4

0.3

0.2

0.1

0.0

2.4

3.0

3.5

3.9

4.6

5.0

4.5

4.2

3.6

3.7

3.2

2.4

1.9

1.4

1.1

0.8

0.6

0.4

0.3

0.2

0.1

0.0

1.7

1.9

2.4

3.1

3.8

4.5

5.2

5.5

5.1

4.3

3.6

2.7

2.1

1.7

1.4

1.1

0.9

0.6

0.4

0.3

0.2

0.1

0.0

3M-30L MH: 30

ROAD OLD CHECKER

3M-30L MH: 30

1.6

1.5

1.4

1.5

1.8

2.4

3.2

4.1

5.1

6.0

5.7

4.6

3.5

2.7

2.1

1.6

1.4

1.2

1.0

0.7

0.4

0.3

0.2

0.1

0.0

1.5

1.4

1.3

1.5

2.1

2.7

3.7

4.8

6.6

6.4

4.6

3.5

2.7

2.2

1.8

1.6

1.5

1.2

0.8

0.5

0.3

0.2

0.1

0.0

1.3

1.2

1.3

1.5

1.9

2.5

3.3

4.3

5.1

4.6

3.5

3.0

2.6

2.2

1.9

1.8

1.5

0.9

0.5

0.3

0.2

0.1

0.0

NT ACCESS EASEME 1.3 1.2 1.2 1.2

1.2

1.3

1.5

1.9

2.4

3.4

4.1

4.2

3.9

3.7

3.2

2.9

2.7

2.4

2.2

1.8

1.0

0.5

0.4

0.3

0.2

0.1

0.0

2.0

2.2

2.3

1.9

1.7

1.5

1.7

2.0

2.1

2.5

3.0

3.4

3.5

3.3

3.0

2.7

2.6

2.7

2.5

2.2

2.5

2.9

4.4

5.0

5.5

4.8

4.1

2.6

2.0

1.5

2.7

2.9

2.8

2.4

1.6

1.5

1.7

1.9

2.3

3.0

4.2

5.4

5.8

5.1

4.0

3.1

2.7

2.6

2.4

2.2

2.4

2.9

3.9

4.2

4.0

4.1

3.6

2.5

2.0

1.5

1.3

1.2

1.1

1.2

1.3

1.6

2.0

2.7

2.6

2.4

2.5

2.8

3.6

3.2

3.0

2.7

2.6

2.1

1.1

0.6

0.4

0.3

0.2

0.1

0.0

2.9

2.8

3.3

4.0

2.5

1.5

1.3

1.5

1.8

2.4

3.8

5.7

7.4

7.9

7.3

5.5

3.8

2.8

2.5

2.3

2.2

2.3

2.6

3.3

2.7

2.6

2.8

2.9

2.1

1.6

1.3

1.2

1.1

1.2

1.3

1.7

2.1

2.3

1.8

1.9

2.2

2.7

3.5

3.4

3.1

3.0

3.3

2.9

1.4

0.7

0.5

0.3

0.2

0.1

0.0

3.7

2.7

3.7

4.4

2.2

1.0

0.8

0.9

1.0

1.4

2.2

3.8

5.5

6.4

6.2

4.9

3.4

2.6

2.3

2.2

2.4

2.7

2.4

2.1

2.0

2.5

2.3

1.7

1.3

1.1

1.0

1.1

1.3

1.6

1.7

1.5

1.4

1.3

1.4

1.7

2.2

2.9

3.2

3.4

3.6

4.5

2.0

0.9

0.6

0.5

0.3

0.2

0.1

0.0

4.0

4.7

4.3

4.7

1.6

0.5

0.3

0.4

0.5

0.6

0.9

1.3

1.8

2.1

1.8

1.5

1.4

1.5

1.7

1.8

2.0

1.7

1.5

1.4

1.5

1.7

1.9

1.7

1.3

1.1

1.0

1.2

1.3

1.2

1.1

1.0

1.1

1.3

1.9

2.6

2.9

3.4

4.3

6.2

6.5

2.8

1.2

0.9

0.6

0.3

0.2

0.1

0.0

4.3

4.9

5.3

4.5

4.1

0.8

0.3

0.2

0.3

0.4

0.6

0.8

1.0

1.1

0.9

1.0

1.1

1.3

1.4

1.3

1.2

1.1

1.0

1.1

1.2

1.4

1.2

1.0

0.9

1.0

0.9

0.8

0.9

1.1

1.6

2.4

2.6

3.3

4.7

7.4

7.8

3.6

1.4

0.8

0.5

0.3

0.2

0.1

0.0

4.2

5.6

4.1

5.3

2.1

0.4

0.2

0.3

0.4

0.7

0.6

0.9

0.7

0.6

0.7

0.8

0.9

1.0

0.9

0.8

0.9

1.0

1.1

1.0

0.9

0.8

0.7

0.8

1.0

1.5

2.1

2.4

3.1

4.5

7.3

7.9

3.8

1.4

0.8

0.5

0.3

0.2

0.1

0.0

2.4

3.7

4.6

4.9

3.6

0.7

0.2

0.1

0.2

0.3

0.4

0.6

0.5

0.6

0.7

0.8

0.7

0.6

0.7

0.8

1.3

1.9

2.2

2.7

3.9

5.9

6.7

3.4

1.3

0.8

0.6

0.4

0.2

0.1

0.0

3.0

3.7

4.6

4.3

1.2

0.3

0.2

0.1

0.2

0.3

0.4

0.5

0.6

0.5

0.4

0.5

0.7

1.1

1.7

1.9

2.3

3.1

4.0

4.8

2.6

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0.6

0.4

0.3

0.2

0.1

0.0

3.4

4.3

3.4

1.6

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0.2

0.1

0.2

0.3

0.4

0.5

0.4

0.3

0.4

0.6

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1.5

1.7

2.0

2.4

2.7

3.1

1.8

0.7

0.4

0.3

0.2

0.1

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Project Name: Buffalo Grove Chick-Fil-a Site Town Center CASE #: 00493851

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Filename: 220428DL1CIS.AGI

DRIVE-THRU

Layout By: Chris Schlitz Date:4/28/2022

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The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan I floor plan changes, etc.) © 2022 BSB Design, Inc.

Buffalo Grove Town Center Buffalo Grove, IL

May 6, 2022 I MU210689.00

BSB DESIGN

BSBDESIGN.COM

Nicole Woods, AICP Director of Community Development Village of Buffalo Grove 50 Raupp Boulevard Buffalo Grove, IL 60089

May 10, 2022

Re: The Clove Building Height Adjustment,

Nicole, As we continue to advance construction documents for The Clove residential apartment building our design team has requested an additional 2-0 heigh variance changing the originally submitted overall building height from 84’-6” to 86-6”. The design process has advanced from the conceptual drawing stage to working construction documents involving additional design consultants including the structural engineer who has found they need deeper floor and roof trusses. The truss depth increase accounts for the majority of the height request with the remaining height being added to the parapet to provide better angulation and flashing details for at the roof to wall area and building coping. There are no other changes to the exterior of the building. Please feel free to contact me directly if there are any questions or additional issues that need to be addressed regarding this issue.

Sincerely,

Jim Wells Jim Wells Sr. Vice President, Development Urban Street Group, LLC. 847-942-0841 Cell jwells@urbanstreetgroup.com as agent for BGA Residential, LLC.

2250 PROGRESS PARKWAY| SCHAUMBURG, IL 60173 P 312.726.9966 | F 312.726.6777 | URBANSTREETGROUP.COM

The Clove Plans and Exhibits Presented at the Public Hearing on April 6, 2022

VILLAGE OF BUFFALO GROVE PLANNING & ZONING COMMISSION STAFF REPORT

MEETING DATE:

April 6, 2022

SUBJECT PROPERTY LOCATION:

100-228 N McHenry Road (excluding 150 N McHenry), and 270314 N McHenry Road, Buffalo Grove, IL 60089 and commonly referred to as Buffalo Grove Town Center

PETITIONER:

Kensington Development Partners and Urban Street

PREPARED BY:

Nicole Woods, Director of Community Development

REQUEST:

Petition to the Village of Buffalo Grove for an amendment to Planned Development Ordinance No. 86-61, as amended, requesting approval for a special use for mixed use Planned Unit Development and approval of a Final Plat of Subdivision and Preliminary and Final Development Plan approval with Special Uses and Variations for a proposed plan for a 20-acre mixed-use redevelopment center with grocery store, retail, restaurants and multi-family residential at the Buffalo Grove Town Center.

EXSITING LAND USE AND ZONING:

The property is zoned B-5 Town Center Planned District

COMPREHENSIVE PLAN:

The approved 2009 Village Comprehensive Plan calls for this property to be Commercial.

PROJECT BACKGROUND

Kensington Development Partners (Kensington) has entered into a contract to purchase the existing 20acre Town Center at northwest corner of Lake Cook Road and Route 83 and redevelop the property into a new development called The Clove. The development will include a new nationally recognized grocery store, retail, restaurants and luxury multi-family residential. The Clove implements the vision that was established through the Village’s 2018 Lake Cook Corridor Market Study and Plan. In July 2020, Kensington went under contract with the Town Center owners to purchase the property, which is currently improved with a 194,000 square foot Town Center commercial shopping center. Since that time, Kensington and the Village have been refining the plan and negotiating a publicprivate partnership. On November 1, 2021 the Village Board approved a Memorandum of

Understanding (MOU) with Kensington, which identified the plan, land uses, development, phasing, and financial obligations of a Redevelopment Agreement (RDA). The MOU serves as the framework for the overall plan. Kensington has presented its concept plan the Village Board November 1, 2021 and then to the PZC on December 15, 2021. On April 6, 2022 the Kensington will present their final plan as part of their public hearing and recommendation to the Village Board. The RDA will be considered separately by the Village Board.

LAKE COOK CORRIDOR MARKET STUDY AND PLAN

The Town Center Shopping Center is located in the “eastern bookend” of the larger 475-acre Lake Cook Corridor. Generally bound by Arlington Heights Road, Old Checker Road, Buffalo Grove Road, IL 83/McHenry Road and the Lake Cook Road, the Corridor is considered a significant asset to Buffalo Grove. It is home to commercial and office centers, residential developments, religious institutions, civic facilities, as well as parks and open space. All of these uses and development provide local character and culture to the community. The Lake Cook Corridor also serves as an important gateway into Buffalo Grove as Lake Cook Road connects Buffalo Grove to local roads as well as to a larger regional network of expressways, highways, and roads. With approximately 40,000 vehicles traveling on it per day, Lake Cook is one the most utilized roads in the region. Although the Corridor has historically served as an important source of revenue and vitality for the Village, it has been facing several challenges over the past several years. Regional and national shifts in market, demographic, housing, lifestyle, and travel and consumption patterns have contributed to the Corridor’s outdated development. In recognition of both the Corridor’s significance and its challenges, Buffalo Grove kicked-off the Lake Cook Corridor Market Study and Plan project in 2016 to establish a long-term (15-20 year) vision for the Corridor. The project’s goal was to identify how the Village can best reposition the Lake Cook Corridor to optimize its growth potential to improve the community’s identity, vitality, and fiscal sustainability. The resulting product, the Lake Cook Corridor Market Study and Plan (LCCP), represents a communitydriven vision and plan for the Corridor. It was a created through an intense public process that successfully achieved broad consensus in BG about the Corridor’s future though engaging several hundred stakeholders via public meetings, workshops, open houses, and online surveys. In 2018, the Buffalo Grove adopted the LCCP as component to the Village’s Comprehensive Plan. The Clove – Redevelopment Opportunities and Challenges The Clove represents a significant opportunity to implement the Lake Cook Corridor Plan. Kensington’s plan is the first redevelopment project in the Corridor since LCCP’s adoption. In this manner, the proposed project implements LCCP’s recommended sequencing of redeveloping the Town Center property first as that was considered the community’s top priority. In addition, the project will also serve as a catalyst for continued redevelopment throughout the Corridor. The LCCP heavily guided the development of The Clove. LCCP’s vision for the Town Center area was to transform the existing shopping center into a compact and active mixed-use Village Center for the community. The Clove project upholds the LCCP’s general vision and implements key concepts from the plan as further discussed below.

It is important to note that the LCCP is a framework plan, not a specific development or construction plan. Imagery and plans featured in the LCCP were meant to provide examples and ideas of how these principles and concepts could be implemented, not exact specifications for development. Consequently, future redevelopment, such as The Clove, have always been expected to embrace and implement the vison’s main concepts and principles. The Clove’s proposed plan also reflects the realties and challenges innate to redevelopment. The existing 20-acre shopping center, which Kensington plans to redevelop, is only part of the greater Town Center area, which in total exceeds 65 acres. The greater Town Center area has been a fixture in Buffalo Grove for years and the community has grown, developed, and integrated that Center into its fabric. This 20-acre redevelopment plan that proposes new uses and buildings must try and retrofit and work within the physical, market, accessibility, infrastructure and ownership limitations that come with the with the property and within the greater Town The Clove is within the Greater Town Center area. Center context. Added on are market pressures and realities that are demanded by today’s residential and commercial markets. Ensuring that the plan can and does accommodate for the modern tenant’s expectations while working within the site’s limitations and still achieving the major goals of the LCCP is the main challenge set before this project. The proposed plan represents the push-and-pull dynamic of all of these factors.

SUMMARY OF LATEST PLAN Workshop History This item had originally been heard before the Village Board on November 1, 2021 and was referred to the Planning & Zoning Commission (PZC). The PZC held a workshop on December 15, 2021 to review the

proposed plans. During this meeting PZC provided feedback regarding optimizing access, circulation, and green space. In addition, PZC discussed enhancing the facades of existing retail space (Lot 9). Since the last workshop, the plans for The Clove have undergone some changes. First, the Village Green also known as the “Central Park” has increased from 0.5 acres to approximately 0.85 acres, thereby increasing open space coverage. In addition, Lot 6 now features two buildings, a restaurant and commercial building (E and D) instead of one commercial building. The restaurant building (E) abuts the Village Green thereby enhancing connectivity and accessibility to the site with a key focus on being a restaurant. Kensington is also seeking approval of an outlot north of Old Checker (C) to accommodate a future quick service restaurant and drive-through. They have provided a conceptual plan showing how the lot will develop. Approvals for Lot C are incorporated into their zoning request. Finally, the overall parking and traffic circulation was modified to enhance access and minimize traffic conflicts. These revisions look optimize flow despite the site’s limitations which include existing traffic patterns, access points, and site configuration. Phase 1 The first phase of the project looks to redevelop the southern and central sections of the site. A new 43,000 square foot nationally recognized grocery store will be located at the southern end of the site and serve as a primary anchor. While Kensington has an agreement with the grocer tenant, they are unable to disclose their name at this time.

Proposed Grocer that will anchor the redevelopment site

As part of Phase 1, Kensington has partnered with Urban Street Group who will be developing a 7-story (85’ high), 297-unit high-end apartment building with 16,200 square feet of commercial space on the ground-floor. The ground floor commercial will feature a sit-down restaurant at the building’s southeast corner as key fixture in the development. The apartment building is classified as “next generation” and offers an amenity-rich, convenience-filled environment. The building will be served by a parking garage located to the north of the building, which will provide 558 private spaces for the residents. Overall, Phase 1 features more than 60,000 square feet of retail and restaurants scattered throughout the site, including three (3) outlot buildings (buildings D, E & J) south of Old Checker and one (1) outlot building north of Old Checker (building C). Kensington has finalized a lease with Guzman Y Gomez Mexican Restaurant to occupy one of the new outlots.

An 0.85 acre “Central Park” will sit in the middle of the site and can be programmed for concerts, the arts and other civic events. The adjacent restaurant space (E) will spill out into the Central Park for enhanced activity and utility. The retail areas as well as the central park will be served by approximately 837 surface parking spaces. The overall investment of Phase 1 will exceed $150M.

Proposed luxury apartments with ground floor retail and dining

Phase 2 As part of the RDA, Kensington will be required to revitalize the commercial building (B) north of Old Checker. They have indicated preserving the existing center in the as it is necessary to accommodate certain existing tenants to be relocated from Phase 1. This commercial building (B) will have 23,600 square feet of ground floor retail and 11,400 square feet of second story office/services. At this time, Kensington has a contract to solely purchase the Town Center property. The existing Boston Market, Burger King, and Bowlero are not part of the redevelopment concept as they are separatelyowned parcels.

PLANNING AND ZONING ANALYSIS Relation with Surrounding Development The proposed Clove development is compatible with the surrounding uses and development. As further discussed below, the site lies within the greater Town Center area bound by Buffalo Grove Road, Il Route 83, and Lake Cook Road. From a land use perspective, The Clove complements and integrates with the surrounding uses and developments, which include residential, office, and commercial developments along with open space. Furthermore, the existing linkages within the greater Town Center area also provide important connections to, from, and within the proposed plan and surrounding area to help generate synergy. B-5 Zoning The Clove is in the B-5 Town Center Planned Zoning District, which is a unique district in the Village and is bound by Buffalo Grove Road, Route 83, and Lake Cook Road. The district is intended to create a compact, pedestrian-friendly, mixed-use central district. In this sense, the district allows for variety of uses, development, bulk and height standards, and other elements that would be appropriate and create such a district. The B-5 district stresses harmonious and coordinated design amongst the developments. The B-5 District is an appropriate zoning district for The Clove to retain, as the proposed redevelopment is largely aligned with the B-5 district’s intent, uses, and standards.

Accessibility and Parking One of the key fixtures to the redevelopment site are the accessibility points, which includes two along Route 83 and one along Lake Cook Road. Other existing minor access points are those provided via eastwest local roads stemming from Buffalo Grove Road. The proposed plan shows functional circulation patterns within the site. The Kensington Redevelopment features a pedestrian network within the site. All developments, outlots, and other uses are connected via a network of sidewalks and crosswalks. Pedestrian and bicyclists will benefit from such infrastructure and amenities. Parking for the development will be provided via a surface parking and parking garage. There will be approximately 837 surface parking spaces for the commercial area. The Village’s code requires 1 space per 220 square feet of floor for shopping centers. In applying this standard to the commercial square footage of all the users (new commercial space, new ground floor retail/restaurant in the mixed-use building, existing commercial/office space, Burger King, Boston Market, and Boweloro), The Clove would need to provide a minimum of 757 spaces. This surplus of 80 spaces is enough of a buffer so that the development can still meet parking demands when the future outlot (C on Lot 10) is developed. The parking garage will offer 558 private spaces for the residents of the mixed-use building (F). In applying the Village’s standard for multi-family, a minimum of 505 spaces would be required. It is anticipated that surplus of garage spaces could also accommodate for some of the multi-family’s ground floor retail and restaurant. Landscaping Overall, the landscaping plan looks to incorporates trees, shrubs, and other natural and landscaping elements to meet the overall intent of the Code and the Village’s vision. The Village’s Forester has reviewed the plans and finds that landscaping in and around the entire Clove site to showcase a solid diversity of plants and materials that will enhance the property’s appeal. In addition, the Village Forester has found the landscaping in and around the mixed-use building (F) to harmoniously incorporate existing landscaping and improve the overall landscaping in the area. The Village Forester will be working with the developer to ensure the removal any trees that are in poor condition or are considered an invasive species. In addition, the Village will be collaborating with the developer to ensure planting species meet the Village’s standards. As noted below, it is recommended that one of the conditions for plan approval is Village review and approval of the final landscape plan. Implementation of the Lake Cook Corridor Plan The Clove embraces LCCP’s vison to transform the Town Center area into an active mixed-use Village Center for the community to stroll, shop, and dine active by implementing key concepts laid out in the visioning document. 1. Key Concept: An active mixed-use Village Center At its core, the Clove looks to create the lively mixed-use Village Center called for in the LCCP. The proposed plan shows a mix of uses that would include retail, restaurant, grocery, open space and residential. These uses, particularly the grocer, who will anchor the development, will attract residents and visitors and achieve the desired level of activity outlined in the Lake Cook Corridor Plan.

Furthermore, the development’s design and site configuration will also create a sense of vibrancy by featuring a seven-story apartment building in the center of the development. The height and density of the residential building with balconies and other elevated outdoor amenities provide a visual symbol of energy as well as presence to all those who visit. The building’s ground floor retail and corner sit-down restaurants can spill out into the sidewalk further activate the new Main Street. At the same time, expanded park will provide a vibrant focal point. The restaurant user (E) that will open up to the park will help create a sense of connection and activity for the park 2. Key concept: Reflect Market Realities Current market realities are reflected in the proposed plan’s uses as well as the general site design and configuration. The proposed grocer offers an innovative format to meet the demands of today’s market and consumer. At the same time, the plan shows high-end luxury apartments with numerous amenities and conveniences. This type of housing is in high demand and has demonstrated high absorption rates across the region and country indicating the country’s changing demographics and lifestyle preferences. Moreover, the site’s orientation towards IL-83 is a result of the market demand for commercial tenants to have high visibility while the surface parking spaces located throughout the site also reflect the demand for direct access to commercial uses. 3. Key concept: Pedestrian-Friendly The plan intends to be pedestrian-friendly in both the accessibility network as well as in building design. Sidewalks and crosswalks provide connectivity for pedestrians across the entire site. These pedestrian paths as well as the site’s compactness allow the dwellers both in the new development as well as in the nearby Town Place and Turnberry to shop, dine, and spend an afternoon in the park – all without stepping foot into their car. Additionally, the development is oriented towards the pedestrian. This includes apartment building’s ground-floor retail and restaurants and the 0.85 park – all of which are meant to encourage visitors to spend time walking around the area and enjoy its offerings. 4. Key Concept: Improved connectivity and multi-modal accessibility The proposed plan will improve overall circulation in the Town Center development. The geometry of the site, remaining outlots (specifically Boston Market and Burger King), as well as existing street grid, places limitations as to how access to, from, and within the site can be accomplished, but the proposed plan does show enhanced circulation patterns and multi-modal access including pedestrians and bicycles. 5. Key Concept: New publicly accessible public open space The Clove looks to implement this key concept with the proposed Central Park. Such a park could be activated with the civic and cultural events including concerts and performances. This park will also have a multimodal connection to the nearby Rotary Green and other parks, offering a larger network of parks and open space. 6. Key Concept: A new established identity for the Village The LCCP discusses the importance of establishing a new identity for the Village via the redevelopment of the Town Center area. Building off of the new NCH development along Lake Cook Road, the proposed development does represent a new chapter in Buffalo Grove’s development and identify. These newer, taller, and modern developments clustered together in

a compact site design development that features open space and walkability can provide an overall sense of community and place. 7. Key Concept 7: Sensitive to area’s existing environmental features Kensington Redevelopment is sensitive to the area’s existing environmental features. The proposed plan does not infringe on existing stormwater dentition ponds and shrinks the impervious coverage from the existing development, thereby reducing run-off. UTILITIES AND SITE ENGINEERING As The Clove is a redevelopment, and not a greenfield development, much of the stormwater and related infrastructure and utilities are already in place. In terms of stormwater, the Kensington Development will retain the site’s existing dentition system and ponds and will actually decrease the amount of impervious surface, thereby improving the capacity for stormwater. Sanitary sewer infrastructure is in place and the developer will be working with the Buffalo Grove’s engineers and Lake County to ensure sufficient capacity is provided for increased use due to the significant residential component. Water connection and service to the site and residential component is feasible. PERMITTED USES Although not currently considered permitted uses in this district, Kensington is seeking to be permitted medical, business, financial/banking and professional offices to be allowed in the mixed-use building on Lot 7. To accommodate for these uses but keep with the intent of the B-5 ordinance, the Development Plan and Final Planned Development Ordinance will allow for a combined total of 7,000 square feet of medical, business, financial/banking and professional offices and/or health clubs uses to be located on the first floor of the mixed-use building on Lot 7. In addition, Kensington is seeking office uses in the existing retail building north of Old Checker (B on Lot 9), as office uses had been previously allowed through past amendments. To accommodate this need, the Development Plan and Final Planned Development Ordinance will allow the permitted and special uses for Lot 9 to conform with the uses and classifications listed in the B-5 zoning commercial and office subdistrict for Lot 9. All other permitted and special uses for lots 2-6 and Lot 10 shall conform with the uses and classifications listed in the B-5 zoning commercial subdistrict listing. While the B-5 Zoning includes a comprehensive list of permitted uses, Kensington has requested to include Liquor Stores and dry-cleaning establishments as permitted uses, and candy and/or ice cream shops as permitted uses. Currently liquor stores are a special use and dry-cleaning establishments are not listed as either a permitted or special use. The center used to have a large regional liquor store that relocated outside of Buffalo Grove. Kensington is seeking to streamline any future request for a similar type of liquor store to be permitted within the development. Furthermore, given the nature of a large mixed-use residential building, Kensington is seeking to have dry-cleaning establishment be permitted. Lastly, both Kensington is requesting to add candy and/or ice cream shops as a permitted use. SPECIAL USE The proposed Clove development is looking to incorporate the following, which are considered special uses in the B-5 Zoning District: 1. A special use for a 7-story mixed occupancy residential, commercial and office building with a 4story attached parking deck

Kensington has partnered with Urban Street Group who will be developing a 7-story (85’ high), 297-unit high-end apartment building with 16,200 square feet of commercial space on the ground-floor. The ground floor commercial will feature a sit-down restaurant at the building’s southeast corner as key fixture in the development. The building will be served by a parking garage located to the north of the building, which will provide 558 private spaces for the residents. 2. A special use for a supermarket A new 43,000 square foot nationally recognized grocery store will be located at the southern end of the site and serve as a primary anchor. 3. A special use for multiple drive-through restaurants/outlots as depicted on the Development Plan Kensington is proposing a drive-through for Guzman Y Gomez (Building J), the multi-tenant Building D and the future building for Outlot C, north of Old Checker. Overall, the proposed special uses listed above are utilized and integrated in the plan in such a way that they enhance the project’s feasibility while maintaining the overall intent and vision of the B-5 zoning district. ZONING VARIATIONS The following is a summary of the variations associated with the development request: 1. Variation to Section 17.44.060 of the Zoning Ordinance reducing the required building and parking lot setbacks, as depicted on the Development Plan; and, The B-5 Zoning District requires a 35 foot building setback from arterial highway right-of-way. In addition, the code requires a 20’ parking setback from arterial highway right of way. Per code, setbacks are intended to be landscaped. Proposed retail building (D) on Lot 6 encroaches into building setback, while all other buildings comply with the setback. Proposed parking on Lots 4 and 6 encroach into the parking setback. The future commercial development on Lot 10 may also encroach on these setbacks as the initial plans contemplates a canopy on the east elevation along Route 83. It should be noted that much of the existing parking lots are currently encroaching into the parking setbacks. 2. A Variation to Section 17.44.060 of the Zoning Ordinance reducing the required perimeter and landscaping setbacks and buffers as depicted on the Development Plan; and The Zoning District indicates that a 25’ landscaped buffer surround the perimeter residential boundary line that abuts the commercial/recreation or office subdistrict, as mapped in the B-5 Zoning District. The proposed plan maintains the existing pavement within the 25 foot buffer areas on Lots 2 and 7. 3. A Variation to Section 17.44.060 of the Zoning Ordinance to reduce the minimum lot area and exceed the maximum lot coverage, maximum density and maximum floor area ratio as depicted on the Development Plan; and

As shown in the Village’s Code within the B-5 Zoning Chapter, The Clove is considered part of the commercial/recreation subdistrict and consequently, subject to the commercial/recreation subdistrict’s lot standards. The proposed projects has 11 separate lots which total to approximately 22 acres. The other three lots are existing development (Burger King, Boston Market, and Bowlero), total to approximately 4.69 acres, and not considered part of this project. When examining the lots individually, many of the 11 lots require variations for the minimum lot area, maximum lot coverage, and maximum floor area ratio. However, when examining the lots collectively, the standards are met. The commercial/recreational subdistrict does not have a maximum density standard, while the residential subdistrict has a maximum density of 30 units per acre. The proposed multi-family building exceeds the maximum density on its individual lot if looked at as a standalone residential lot. However, when evaluated within the entire Clove Development (22 acres), its density is 13 units per acre, well below the standard. As noted, staff believes the density variation may not be warranted as the development falls within the commercial subdistrict. 4. A Variation to Section 17.44.060 of the Zoning Ordinance to increase the maximum building height for a 7-story mixed occupancy residential, commercial and office building with a 4-story attached parking deck; and The B-5 Zoning District states that the maximum height for principal buildings are 75’ for the commercial subdistrict and 100’ in the residential subdistrict. Accessory buildings shall not exceed 30’ regardless of the subdistrict. The mixed-use retail and residential building will have a maximum height of 84’6” and the proposed parking deck is approximately 46’ in height. Overall, staff finds that the height is consistent with the intent and range provided within the B-5 Zoning District. Furthermore, since the parking deck is attached to the principal building, the overall height meets code. 5. A Variation to Section 17.36.030 of the Zoning Ordinance regarding the dimensional requirements for parking lot design as depicted on the Development Plan; and The Village Code requires a minimum of 9’ for parking stalls that are at a 90° angle. Some of the existing parking stalls are slightly less than required 9.0’ minimum. 6. A Variation to Sections 17.44.060 D and 17.44.060 E pertaining to parking, landscaping and lighting; and The proposed plan requires variations from various landscaping requirement including the three foot berms screening vehicular traffic and other screening for parking areas, landscaping standards in the parking areas, trees requirements and spacing, and irrigation. A minor lighting variation may also be required. Staff has reviewed the lighting, parking and landscaping plan and supports the petitioner’s request.

SIGNAGE VARAITIONS Summary of Signage As part of the development approval, Kensington is seeking approval of a sign package, as outlined in Section 14.16.050 of the Sign Code. Many of the signs outlined below are yet to be designed as tenant negotiations are still ongoing. However, it is the intent to approve this sign package so to ease the approval

process and enhance clarity. Although the requested relief as shown below may seem voluminous, staff believes the request is reasonable given the overall size and scale of the development. This approach is similar to other new commercial developments approved at Deerfield & Milwaukee. Overall, staff finds that the overall sign package is acceptable. Ground Signs The following provides an overview of the ground signs that are being requested. It should be noted that all new ground signs would be replacing existing signs which are similar in size and height. The proposed new signs would provide a more modern and cleaner look.

Ground Signs

Sign Number and Location

Description

Variations required

Sign 1

Lake Cook Access Monument Sign with Electronic Point Message 315 sf; 35’ tall

• Exceed max number (1), size (120 sf), and height (15 ft)

Sign #2

Southern Rt 83 Monument Sign Access Point 175 sf; 26’ tall

• Electronic message board sign exceed the maximum height, text and size

Sign #3

Rt 83/Old Checker Monument Sign Access Point 196 sf; 26’ tall

Sign #4

Northern Rt 83 Monument Sign Access Point 160 sf; 26’ tall

Sign #5

BG Rd and Old Monument Sign Checker Access 196 sf; 26’ tall Point

• Encroach into setback • Allow ground signs to be closer than 250 ft

Wall and Other Signs In addition, various wall signs and other related signs are being proposed. The following provides and overview of the variations requested. • • • • •

Grocer – multiple wall signs and a temporary wall sign Guzman Y Gomez multiple wall signs, directional signs, and menu signs Commercial outlots (E, D, C) multiple wall signs Ground floor retail – wall signs for tenants (two wall signs for southern tenant) Existing Commercial Space –wall sign per tenant (two wall signs for southern tenant)

The following is a summary of the requested Zoning Ordinance variations reflected in the plan: 1. A Variation to Chapter 14.16 of the Sign Code to exceed the maximum allowable number of wall signs for multiple buildings and outlots as shown on the Development Plans; and, 2. A Variation to Chapter 14.16 of the Sign Code to allow multiple wall signs to exceed the maximum size as for multiple buildings and outlots shown on the Development Plans; and,

3. 4. 5. 6. 7. 8.

A Variation to Chapter 14.16 of the Sign Code to allow ground signs to encroach into the required setbacks as depicted on the Development Plan; and, Variation to Chapters 14.16 and 14.20 of the Sign Code to allow for an electronic message board sign which will exceed the maximum height, text and size as shown on Development Plans; and, A Variation to Chapter 14.16 of the Sign Code to allow ground signs to exceed the maximum number, size and height allowed as shown on the Development Plans; and, Variations to Chapters 14.16 and 14.20 of the Sign Code to allow multiple menu boards to exceed the maximum size and height as shown on the Development Plans; and, Variation to Chapter 14.16 of the Sign Code Sign Code to permit multiple ground signs and allow them to be closer than 250 feet as depicted on the Development Plan; and A Variation to the Sign Code Section 14.16 and 14.20 to allow for temporary subdivision development signs

As part of the development approval, Kensington is seeking approval of a uniform sign package, as outlined in Section 14.16.050 of the Sign Code. Thus, the exhibits provided will be the foundation for future signage requests. All reviews will be done by staff administratively to ensure compliance with the sign package. Overall, staff believes the requests are reasonable given the overall size and scale of the development.

DEPARTMENTAL REVIEWS Village Department

Comments

Engineering

The Engineering Department has reviewed the engineering plans and has no specific comments or concerns regarding the engineering plans.

Landscaping

The Village Forester has reviewed the landscape plan. The only concerns are for the developer to remove any trees that are in poor condition or are considered an invasive species and to provide an alternative species for one area of the plan. The Fire Department has reviewed the proposed plans and does not have any objections. As part of the final engineering and building permit process, the Fire Department will review the turning templates and fire access points.

Fire Department

SURROUNDING PROPERTY OWNERS Pursuant to Village Code, the contiguous property owners were notified, and a public hearing sign was posted on the subject property. The posting of the public hearing sign and the mailed notifications were completed within the prescribed timeframe as required. As of the date of this report, the Village received one call and a few emails from residents inquiring about the project mainly in regard to the types of tenants locating in the project. Some have also expressed concern for the development’s name as well as to the type of dining that will be offered there.

STANDARDS

PZC Approval for Proposals in B-5 Zoning District

The Village’s code stipulates for proposals within the B-5 Zoning District, the Planning and Zoning Commission should review the proposals and recommend the project for approval if the following are met: •

Effect on community—That the proposed planned unit development will not be significantly or materially detrimental to or endanger the public health, safety or general welfare of the community. This shall include consideration of the impact of the development upon physical development, tax base, and economic well-being of the Village; and

•

Effect on neighborhood—That the proposed planned unit development will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted nor will it diminish or impair property values within the neighborhood; and

•

Effect on development of surrounding property—That the proposed planned unit development will not impede the normal and orderly development and improvement of surrounding property; and

•

Adequacy of utilities and facilities—That the applicant has demonstrated that adequate sewer and water, access roads, drainage and other necessary facilities are present or will be provided; and

•

Adequacy of ingress and egress—That the applicant has demonstrated that adequate means of ingress and egress designed to handle the traffic contemplated are present or will be provided; and

•

Conformity to regulations—That the proposed planned unit development meets all the related zoning regulations.

Variations The following are the applicable standards for a variations requested: 1. The property in question cannot yield a reasonable return if permitted to be used only under the conditions allowed by the regulations of the zoning district in which it is located except in the case of residential zoning districts; 2. The plight of the owner is due to unique circumstances; 3. The proposed variation will not alter the essential character of the neighborhood. Petitioner has provided a response to the Standards Special Use The following is a response to the standards for a special use for the proposed drive-through facility in the convenience store: 1. The special use will serve the public convenience at the location of the subject property; or the establishment, maintenance or operation of the special use will not be detrimental to or endanger the public health, safety, morals, comfort, or general welfare;

2. The location and size of the special use, the nature and intensity of the operation involved in or conducted in connection with said special use, the size of the subject property in relation to such special use, and the location of the site with respect to streets giving access to it shall be such that it will be in harmony with the appropriate, orderly development of the district in which it is located; 3. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity of the subject property for the purposes already permitted in such zoning district, nor substantially diminish and impair other property valuations with the neighborhood; 4. The nature, location and size of the buildings or structures involved with the establishment of the special use will not impede, substantially hinder or discourage the development and use of adjacent land and buildings in accord with the zoning district within which they lie; 5. Adequate utilities, access roads, drainage, and/or other necessary facilities have been or will be provided; 6. Parking areas shall be of adequate size for the particular special use, which areas shall be properly located and suitably screened from adjoining residential uses, and the entrance and exit driveways to and from these parking areas shall be designed so as to prevent traffic hazards, eliminate nuisance and minimize traffic congestion in the public streets. Petitioner has provided a response to the Special Use Standards Signage Variation Standards The following is a response to the standards for a sign variations requested: The Planning & Zoning Commission is authorized to make a recommendation to the Village Board for a variation to the Sign Code based on the following criteria: A. Except for Prohibited signs (Chapter 14.32), the Village Planning & Zoning Commission may recommend approval or disapproval of a variance from the provisions or requirements of this Title subject to the following: 1. The literal interpretation and strict application of the provisions and requirements of this Title would cause undue and unnecessary hardships to the sign user because of unique or unusual conditions pertaining to the specific building, parcel or property in question; and 2. The granting of the requested variance would not be materially detrimental to the property owners in the vicinity; and 3. The unusual conditions applying to the specific property do not apply generally to other properties in the Village; and 4. The granting of the variance will not be contrary to the purpose of this Title pursuant to Section 14.04.020 B. Where there is insufficient evidence, in the opinion of the Planning & Zoning Commission, to support a finding under subsection (A), but some hardship does exist, the Planning & Zoning Commission may consider the requirement fulfilled if: 1. The proposed signage is of particularly good design and in particularly good taste; and

2. The entire site has been or will be particularly well landscaped. Petitioner has provided a response to the Signage Standards

STAFF RECOMMENDATION

Staff recommends approval for an amendment to Planned Development Ordinance No. 86-61, as amended, requesting approval for a special use for mixed use Planned Unit Development and approval of a Final Plat of Subdivision and Preliminary and Final Development Plan approval with Special Uses and Variations for a proposed plan for a 20-acre mixed-use redevelopment center with grocery store, retail, restaurants and multi-family residential at the Buffalo Grove Town Center subject to the following conditions: 1. The proposed development shall be developed in substantial conformance to the plans attached as part of the petition. 2. A final plat of subdivision shall be revised in a manner acceptable to the Village as required. 3. Final Engineering plans shall be revised in a manner acceptable to the Village as required. 4. Final landscape plan shall be subject to the review and approval of the Village. As directed by the Village Forester, developer must remove any trees that are in poor condition or are considered an invasive species and replaced with alternative trees. In addition, the developer must provide an alternative species in certain locations. Landscape maintenance is the responsibility of the owner. 5. The future development of Lot 10 shall be developed in accordance with the plans submitted as part of the petition. Staff may administratively approve the development of Lot 10 in accordance with Village Code and the approved plans. 6. Permitted and Special Uses for the first floor of the mixed-use building on Lot 7 shall conform to the B-5 commercial and office subdistrict. No more than a combined total of 7,000 square feet of the first-floor area, excluding lobby and leasing area, shall be used for medical, business, financial/banking and professional offices and/or health clubs as identified in the B-5 District. 7. Permitted and Special Uses for lots 2 through 6 and lot 10 shall conform with the uses and classifications listed in the B-5 zoning commercial subdistrict. 8. Permitted and Special Uses for lot 9 shall conform with the uses and classifications listed in the B5 zoning commercial and office subdistrict. 9. The following additional uses shall be permitted on all lots: a. Candy and/or ice cream shop b. Liquor Store

c. Dry-cleaning establishments when employing facilities for the cleaning and pressing of dry goods for retail trade only, conducted on the premises. 10. Any directional or incidental sign added to the sign package provided shall be reviewed administratively by staff. 11. The petitioners shall enter into a Redevelopment Agreement in a form and substance acceptable to the Village. 12. At the request of the Village and prior to the final acceptance of the public improvements, the petitioners shall donate the park space identified as lot 5 to the Village of Buffalo Grove. 13. The electronic sign shall be operated in conformance with all other standards set forth in Section 14.20.070 D of the Village of Buffalo Grove Sign Code. The sign shall be made available for Village promotions and other activities as determined by the Village.

ACTION REQUESTED

The Planning & Zoning Commission (PZC) shall open the public hearing and take public testimony concerning the request. The PZC shall make a recommendation to the Village Board. Suggested PZC Motion PZC moves to grant approval for an amendment to Planned Development Ordinance No. 86-61, as amended, requesting approval for a special use for mixed use Planned Unit Development and approval of a Final Plat of Subdivision and Preliminary and Final Development Plan approval with Special Uses and Variations for a proposed plan for a 20-acre mixed-use redevelopment center with grocery store, retail, restaurants and multi-family residential at the Buffalo Grove Town Center.

The Clove Plan Submittal – April 6, 2022

The Clove Plan Submittal has been uploaded to the Village’s webpage for ease of viewing. Please visit: www.vbg.org/theclove

VILLAGE OF BUFFALO GROVE MEMORANDUM DATE:

March 30, 2022

TO:

Nicole Woods, Director of Community Development

FROM:

Ted Sianis, Civil Engineer II

SUBJECT:

Town Center Site Development Concept Plan Review

The Engineering Department received preliminary engineering plans and updated concept plans for the proposed Town Center Development. The plans included preliminary proposed utilities, connections, buildings, and site geometry. Below are our initial thoughts on the existing site and how the proposed Town Center’s use of the site and utilities will function based upon what’s shown on the preliminary plans. Stormwater  Currently, there are minimal concerns as it relates to stormwater provisions that need to be permitted/implemented as part of this project. Reasons for this include: o The proposed Phase I Town Center development was built prior to 1992 which serves as an advantage with stormwater requirements per the Lake County WDO. o The proposed Town Center development is shown to decrease the impervious surface within the site. o Ponds within the development have already been deemed not isolated wetlands of Lake County. Sanitary Sewer  Currently, there are minimal concerns as it relates to Village owned sanitary sewer provisions as part of this project. Reasons for this include: o Developer will permit anticipated sanitary sewer flows also known as PE (population equivalent) with Lake County. The Village’s Engineering Department will help facilitate this process with Lake County Public Works. o There are sanitary sewers behind (west) the current Town Center buildings that has an issue with the pipe liner falling out of the pipe. The developer will need to rehabilitate this section of sanitary sewer due to the existing conditions. We have spoken to the developer about this item so that they are aware of it and can plan accordingly. Water Service  Currently, there are minimal concerns with providing water to this development. Traffic Flow  Currently, there are minimal concerns traffic as it relates to internal flow through the site.  The configuration of the west leg of the SE signalized intersection entrance/exit off IL-83 is not ideal, however due to the existing out lots on the Town Center site and slight widening of IL-83 that occurred during the Lake Cook Road project, there may not be feasible alternatives. It’s an existing intersection that will most likely remain as is. That said, there are four other entrances/exits from this site and KLOA, Inc. has studied this intersection as part of the development project. Once the next set of engineering plans are submitted, the Engineering Department will perform another indepth review/assessment of the proposed Town Center’s use of existing utilities to service the new development.

VILLAGE OF BUFFALO GROVE MEMORANDUM DATE:

April 1, 2022

TO:

Nicole Woods, AICP, Director of Community Development

FROM:

Thomas Milas, Forestry and Grounds Manager

SUBJECT:

Town Center Redevelopment/The Clove Landscape Plans

I have reviewed the landscape plans from both the Lakota Group and the Dickson Design Studio. In my opinion there are no key or significant trees that currently exist. In a f ew of the locations that border existing properties it would be beneficial to remove more trees and replant for the f uture during this time of redevelopment. Some of the existing trees in these areas are not in good condition and or invasive species. Once the project is completed the responsibility of maintenance is the owner of the property. I believe this is a great opportunity to address future tree hazards by addressing the trees on the borders now during the project. The Lakota Group Plan

The two sides of the Shell Station at the corner of Rt 83 and Lake Cook Rd have an existing tree line f ull of less desirable species that currently are not maintained and hold debris from the immediate area. These trees, if left, will also make future naturalization around the retention pond more difficult with this immediate invasive seed presence. There are currently many volunteer trees growing along the pond in this location. The trees along the southeast corner backing up to the shopping plaza north of Walgreens should also be removed and replanted with trees that can be easily maintained f or years to come. There are trees near the corner of the plaza in bad existing condition. Last year, one of the trees in this area f ell on that property.

I approve of the trees and plant material selected for replacement in this landscape plan. The diversity provided will create a showcase for years to come at this location.

The Dickson Design Studio Plan I approve of the removals planned at this location. I do not approve of the planting list as provided. The two Maple species selected and the Honey Locust on the plant list f or replanting in this location should be changed before approval. The current populations of these species in within the Village are above 20% in both the Maple and Honey Locust genus. Suggested alternative species: • Kentucky Coffeetree • Baldcypress • Dawn Redwood • Ohio Buckeye • Horse Chestnut • Yellowood Overall, I think the landscape plan provided incorporates the plant material and existing trees very well. This will be an immediate improvement at this location once finished.

Nicole Woods From: Sent: To: Subject:

Marilyn Weisberg <marweisberg@gmail.com> Sunday, January 23, 2022 11:08 PM Nicole Woods Fwd: Design of new Buffalo Grove Town Center

Hi Nicole, I would appreciate you forwarding this to the other members of the PZC. Thank you, Marilyn Weisberg ‐‐‐‐‐‐‐‐‐‐ Forwarded message ‐‐‐‐‐‐‐‐‐ From: Marilyn Weisberg <marweisberg@gmail.com> Date: Tue, Jan 4, 2022 at 9:01 PM Subject: Design of new Buffalo Grove Town Center To: <john@kensingtondev.com>, <jwells@urbanstreetgroup.com>, <dan@kensingtondev.com>, <jrjohnson@vbg.org>, <franksof@comcast.net>, <zkhan3@hotmail.com>, <cstilling@vbg.org>, <nwoods@vbg.org> Cc: <bsussman@vbg.org> I attended the Planning and Zoning Commission (PZC) meeting on 12.15.21 and made a few comments at the end of the meeting about the Town Center (TC) redevelopment. I am writing to document my comments and send along some related photos. My comments pertain to a current style in many new retail and housing developments that is urban and industrial with square and rectangular walls (no curves, no embellishments) dark, somber or odd colors, and black iron balconies. The look, to me, is institutional and depressing‐‐‐ and it seems to be popping up everywhere. I am hoping that the design of the BG Town Center will NOT have this dark, industrial, institutional, and in some instances "prison‐like" appearance, particularly, the apartments. Sadly, I see this style in the initial renderings for the BG Town Center.

I'm attaching photos to show this unattractive, industrial style. These photos are from the Wheeling Town Center; the new apartments near the Regal Theater on Aptakisic, where the walls are not dark, but oddly red and green; and the Tapestry apartments next to the Marianos on Willow at 294. In some instances, the sides of apartments have a stark wall and black wrought iron balconies--they are quite bare, like a forgotten side. People will be walking into the BG Town Center from residential areas to the north, south, and west. They will be driving in from the east and west, so I hope the sides of the buildings facing all entry points will be as attractive as the "front" or east side facing 83. That said, I am very excited about the new Town Center and kudos to everyone who helped make this happen. I hope you will take my comments into consideration as you move forward with the redevelopment plans. Thank you, Marilyn Photos:

Marilyn

Marilyn Weisberg

‐‐

Marilyn

Marilyn Weisberg www.MarilynsCanvas.com

Attachment A.

Village of Buffalo Grove Municipal Code Title 17. Zoning - Chapter 17.44 Business District 17.44.060 B-5 town center planned district. A.

The regulations set forth in this section are the district regulations of the B-5 town center planned district.

Purpose. The B-5 town center planned district is intended to provide for the development of a pedestrian oriented central district. The district shall be defined as the area bounded by Lake-Cook Road on the south, IL Route 83 on the east, and Buffalo Grove Road on the west, but not including Lot 1 of the Town Center Subdivision and that part of the southwest quarter of the northwest quarter of Section 33, Township 43 North, Range 11 East of the Third Principal Meridian, described as follows: The East line of Buffalo Grove Road is considered as "DUE NORTH" for the following courses. Beginning at the intersection of the said east line of Buffalo Grove Road, being forty feet east of the centerline thereof and the southwesterly curved line of IL Route 83, being forty feet southwesterly of the centerline thereof; thence southeasterly along said southwesterly curved line of IL Route 83 convex to the southwest and having a radius of 2,904.93 feet, a distance of 60.98 feet to a point of reverse curve equals the point of beginning of this tract of land; (the radius of the reverse curve being 25 feet and is tangent to the aforesaid east line of Buffalo Grove Road): thence continuing southeasterly along the southwesterly curved line of said IL Route 83 of said radius of 2,904.93 feet, a distance of 129.85 feet; thence south 47° 37′ East, tangent to said curve, 174.17 feet to a point, thence South 71° 18′ 40″ West, 280.0 feet to a point in the aforesaid East line of Buffalo Grove Road; thence due north on said line, 279.07 feet to the point of curve of the aforesaid curve of radius of 25 feet; thence northeasterly on said curve, convex to the north, a distance of 58.88 feet to the point of beginning; in Lake County, Illinois, containing one acre. The junction of IL Route 83 and Buffalo Grove Road defines its location on the north.

Establishment of Land Uses Within the Town Center. In order to classify, regulate and restrict the location of uses and the location of buildings designated for specific uses, to regulate and limit the height and bulk of buildings hereafter erected, to regulate and limit by the intensity of the use of the lot area, and to regulate and to establish public roadways, walkways and other amenities such as yards, courts and other open spaces within the surroundings of such buildings, the Town Center is hereby divided into the following subdistricts listed hereinafter and indicated on the Town Center Land Use Map. (See Figure 17.44-1)

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(Supp. No. 71) Page 1 of 14

Permitted Uses. a.

Residential.

Botanical gardens. Bus shelters. Multiple family dwellings. Nursing homes. Parks and playgrounds. b.

Commercial/Recreational.

Antique shops. Art and school supply stores. Created: 2021-12-01 13:00:43 [EST]

(Supp. No. 71) Page 2 of 14

Art gallery. Auditoriums. Bakeries and confectionaries, retail. Banks, not drive-in. Barber and beauty schools. Barber shops. Beauty parlors. Bicycle and accessories sales and service store. Book stores. Botanical gardens. Bowling alleys. Bus shelters. Camera and photographic supply stores. Child care centers. China, glassware and metalware stores. Clothing stores. Coin and stamp stores. Community and recreation centers. Delicatessens. Department stores. Dinner theaters. Dry goods stores. Electrical appliance shops. Floor covering stores. Florist and plant shops, retail. Furniture stores. Furriers and fur apparel stores. Gift, novelty and souvenir stores. Hardware stores. Health clubs - under 10,000 square feet of total floor space. Hobby shops. Home decorating. Hotel and motel. Jewelry stores. Created: 2021-12-01 13:00:43 [EST]

(Supp. No. 71) Page 3 of 14

Kitchen and bath cabinet showrooms. Leather shops. Luggage and suitcase stores. Medical appliances and supply stores. Movie and drama theaters. Parks and playgrounds. Museums. Musical instrument stores. Newspaper and magazine stands. Nonacademic schools, classes and instruction Office supply stores. Optical goods stores. Outdoor restaurants. Outdoor theaters, festival drama, excluding movies. Paint and wall covering stores. Personal wireless communications facilities and cellular telephone facilities, including antennas, for use with radio and/or other transmitting and receiving equipment, on public property, quasi-public property and property owned by a public utility when located within a building or on the exterior of a building, provided that any structure or equipment mounted on a building shall be not more than fifteen feet higher than the roof of the building or extend more than fifteen feet from the sides of a building. The building-mounted facilities are subject to the provisions of the Village Appearance Plan. Pet shops. Pharmacies. Photographic studies. Record shops. Rectory. Restaurants, with/without dancing and entertainment. Roller and ice skating rinks. Savings and loan institutions, not drive-in. Shoe repair shops. Shoe stores. Specialty shops. Sporting goods stores. Stationery stores. Tailoring and dressmaking stores. Tennis, racquetball, handball, swimming and other private recreational clubs. Created: 2021-12-01 13:00:43 [EST]

(Supp. No. 71) Page 4 of 14

Tobacco shops. Tool and appliance retail centers. Toy stores. Travel bureaus. c.

Office.

Banks, savings and loans, financial institutions (exclusive of drive-in facilities). Botanical gardens. Bus shelters. Business offices. Medical offices, clinics and laboratories. Professional offices. Parks and playgrounds. d.

Public.

Botanical gardens. Bus shelters. Churches, synagogues and temples. Community and recreation centers. Libraries. Parks and playgrounds. Postal facilities. Public offices. e.

Special Uses. The following uses are allowed subject to the procedure set forth in Chapter 17.28. 1.

Mixed occupancies: residential/commercial; residential/office; residential/commercial/office; commercial/office.

Auxiliary drive-in banking, savings and loan and financial establishments in commercial and office sub-districts.

Public utility facilities.

Wind energy conversion systems.

Bakery operations including production, wholesale and storage uses and drive-through service window facilities in the Commercial/Recreational sub-district.

Funeral homes in the Commercial/Recreational sub-district.

Liquor stores in the commercial/recreational sub-district.

Drive-through facilities for retail uses, including restaurant drive-through facilities for window service of prepared and packaged foods, in the commercial/recreational subdistrict.

Supermarkets and food stores in the commercial/recreational sub-district. Created: 2021-12-01 13:00:43 [EST]

(Supp. No. 71) Page 5 of 14

10. Drive-through facilities for retail pharmacies for the drop-off of prescription orders and pick-up of prescription medications and over-the-counter medical items in commercial/recreational sub-district. 11. Family entertainment center, in the commercial/recreational sub-district, subject to the following conditions: Security management: The facility, including adjacent outdoor areas, shall be managed to maintain the safety of customers and to avoid the creation of nuisances affecting adjacent properties and businesses. The Village shall be notified prior to the staging of dance parties and similar activities and special events, and specific provisions to properly manage said events and activities shall be included in the security plan. The Local Liquor Control Commissioner shall be provided with the protocol(s) to be implemented regarding the sale and consumption of alcoholic beverages within area(s) identified or set aside for dance parties and similar activities and special events. Protocol(s) shall be subject to the Local Liquor Control Commissioner's approval. A security plan (including, but not by way of limitation, adult security personnel), subject to approval by the Village is required prior to issuance of a certificate of occupancy. The Village may, in its discretion, from time to time review the security plan and require appropriate changes. Failure to make required changes or failure to implement such changes to the approved security plan may result in the revocation of the business license. 12. Churches, synagogues and other places of public worship in the commercial/recreational sub-district provided that the special use is limited to the second floor area of the building. 13. Health clubs - over 10,000 square feet of total floor space. f.

Similar and Compatible Uses. Other retail or service uses not specifically permitted herein may be allowed if said uses are determined by the Village Zoning Administrator to be similar to and compatible with the established uses in the B-5 District.

Bulk Requirements. 1.

Any development in the district shall comply with the following minimum requirements and standards in addition to all applicable Village ordinances: a.

The development plan shall be laid out and developed as a unit in accordance with an integrated overall design. The location and arrangement of buildings, parking areas, walks, lighting and appurtenant facilities shall be adjusted to the surrounding land uses and any part not used for buildings, other structures, parking and loading areas, or access-ways shall be landscaped with grass, trees, shrubs, and pedestrian walks to create a character in total harmony with the Town Center concept.

District requirements:

District Residential Commercial/ Recreational Office Public c.

Minimum Lot Area 5 acres 10 acres

Maximum Lot Coverage .35 .40

Maximum Density F.A.R. 30 DU/A N.A.

1.0 0.5

5 acres 5 acres

.35 N.A.

N.A. N.A.

1.0 N.A.

Mixed or separate uses may be provided within a specific district as a special use within that district provided that the separate requirements of each use are adhered to in relation to the use served. Created: 2021-12-01 13:00:43 [EST]

(Supp. No. 71) Page 6 of 14

Any lot zoned within the Village whether or not platted in a subdivision prior to the adoption of this Title, which does not meet the minimum lot area requirement as stipulated in this Title will not be subject to such requirement.

No merchandise, materials, or equipment shall be stored in any open area. The outside display and sale of liquefied petroleum gas, including propane containers, is permitted subject to the conditions and standards set forth in Section 17.44.020.D.5.

All off-street parking and loading areas shall be properly illuminated in accordance with sound planning and engineering practices. The type of luminaries, shielding, pole height and design, uniformity ratio and the entire lighting scheme shall be in accordance with the Criteria of Appearance contained in Section 17.44.060.E.4.

No principal building in a district other than residential shall exceed seventy-five feet in height; no principal building in a residential district shall exceed one hundred feet in height; no accessory building in any district shall exceed thirty feet in height.

The specifications for the width and surfacing of streets and highways, alleys, ways for public utilities, for curbs, gutters, driveways, sidewalks, street lights, public parks and playgrounds, school grounds, stormwater drainage, stormwater detention and/or retention facilities, water supply and distribution, sanitary sewers and sewage collection and treatment established by ordinance of the Village shall govern.

All primary light sources illuminating the buildings and the development shall be erected and maintained in accordance with acceptable engineering practices and shall be so placed, designed and used that neither the direct or reflected light therefrom will adversely affect surrounding property or create a traffic hazard. All primary lighting shall be provided in accordance with the Criteria of Appearance contained in Section 17.44.060.E.4.

No building or structure shall be erected or maintained within twenty-five feet of any residential boundary line or within thirty-five feet of the right-of-way of any arterial highway containing or anticipated to contain four or more paved traffic lanes and no roadway or parking area shall be erected or maintained within twenty feet of the right-of-way of any arterial highway, or two paved areas. The buffer area shall be sodded, planted and shrubbed.

A buffer strip not less than twenty-five feet wide shall be provided along any residential boundary line abutting or adjoining any boundary line of any commercial/recreational or office sub-district. Such buffer strip shall be sodded, planted and shrubbed in such a manner as to form a green area. This green area shall be bermed as defined in Section 17.44.060.E.3.

Public utility easements. Proposed location for easements necessary to the development of the property to be served as recommended by the respective public utility companies shall be indicated on the plat.

Criteria of Appearance. 1.

Goals and objectives. a.

Excellence in design and planning, which may be achieved through appropriate innovation and imaginative concepts, will be encouraged. To accomplish this, the Criteria of Appearance has been developed for guidance to designers and planners of developments within the Town Center. The intent of this criteria is to produce a more logical and attractive use of one property that will be beneficial rather than detrimental to the surrounding area and the community.

The purpose of these criteria is to establish a check list of those items which affect the physical and visual aspect of the Town Center environment. Pertinent to appearance is the design of the

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(Supp. No. 71) Page 7 of 14

site, building and structures, planting, signs, street furniture and miscellaneous other objects which are observed by the public. c.

These criteria are not intended to restrict imagination, innovation or variety, but rather to assist in focusing on design principles which can result in creative solutions that will develop and promote a visual appearance conducive with the overall design concept of the Town Center.

Relationship of buildings to site and to adjoining areas. a.

The site shall be planned to accomplish a desirable transition with the streetscape, and to provide for functional and harmonious planting, integral pedestrian movement, unobtrusive parking areas and continuity of a total design concept.

Site planning in which setbacks and yards are in excess of zoning restrictions is encouraged.

Parking areas shall be treated with decorative elements, building wall extensions (screen walls), plantings, berms or other innovative means so as to largely screen parking areas from view from public ways.

The height and scale of each building shall be compatible with its site and adjoining buildings. Spacing between buildings and heights of buildings shall be of good transitional nature.

Newly installed utility services, and service revisions necessitated by exterior alterations, shall be constructed underground.

Attractive smooth landscape transition to adjoining properties shall be provided.

Landscape and site treatment. Landscape elements included in the following criteria consist of all forms of planting and vegetation, ground forms, rock groupings, water patterns, and all visible construction except buildings and utilitarian structures. a.

Where natural or existing topographic patterns contribute to the beauty and utility of a development, they shall be preserved, enhanced and developed. Modification to topography will only be permitted where it contributes to appearance or is necessitated by engineering considerations.

Grades and slopes of walks, parking spaces, terraces and other paved areas shall provide an inviting and comfortable physical environment for pedestrians as well as for proper drainage.

Landscape treatment shall be provided to enhance architectural features, strengthen vistas and important axis. Spectacular effects shall be reserved for special locations only.

Unity of design shall be achieved by repetition of certain plant varieties and other landscape materials, and by correlation with adjacent developments.

Plant material shall be selected for interest in its structure, texture, mass, scale, height and seasonal color. Plants should be indigenous to the area, hearty, harmonious to the design, of good appearance and shall be approved by the Village Forester and/or Landscape Architect.

In locations where plants will be susceptible to injury by pedestrian or motor traffic, they shall be protected by appropriate curbs, tree guards or other devices.

Parking areas and traffic ways shall be enhanced with landscaped spaces containing streets or tree groupings. Shrubs shall be used so as not to obscure vision at intersections. Parking areas in residential and office districts shall be screened from vehicular traffic ways and pedestrian ways by the introduction of earth berms. These berms shall be a minimum of three feet high with a maximum slope of three to one. Parking areas in commercial districts shall be screened from residential and office districts as indicated above.

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(Supp. No. 71) Page 8 of 14

(i)

All parking areas shall have internal landscaping to channelize and define logical areas for pedestrians and vehicular circulation and to provide areas for accumulation of snow.

(ii)

Interior landscaping shall account for a minimum of seven percent of the parking area. All interior landscaping shall be protected from vehicular encroachment by curbing or similar means and should be raised above the grade of the parking spaces.

(iii)

Space shall be provided for one tree for every forty feet of frontage or fraction thereof. Spacing of trees, however, shall not exceed sixty-five feet. Trees shall have a minimum height of six feet and a minimum diameter of two and one-half inches measured one foot above grade level.

In areas where general planting will not prosper, other materials such as fences, walls and pavings or wood, brick, stone, gravel and cobbles shall be used. Carefully selected plants shall be combined with such materials where possible.

Planting in rights-of-way shall be integrated into the overall landscape treatment. All right-of-way plantings shall be approved by the agency having jurisdiction over said right-of-way.

Lighting. a.

Exterior lighting, when used, shall enhance the building design and the adjoining landscape. Lighting standards and fixtures shall be of a design and size compatible with the building and adjacent areas. Lighting shall be restrained in design, and excessive brightness and brilliant colors avoided. Lighting levels shall be reduced to 0.2 foot candles between the hours of 11:00 p.m. and 7:00 a.m. where adjacent to residential districts.

Lighting of off-street parking areas is required. Lighting used to illuminate vehicular traffic ways shall be directed away from adjoining and adjacent property, streets and other public rights-ofway. All lighting units shall be of a full cut-off type, with a maximum pole height of thirty feet.

The illumination level for all off-street parking areas shall be a minimum average of one-footcandle maintained to a maximum average of three-foot-candles maintained. A uniformity ratio of four to one, or better, between the average foot candle level and the minimum foot candle level is also required.

Pedestrian lighting shall be in accordance with the lighting levels established in Table II of the Illuminating Engineering Society's Standards for Roadway Lighting (hereby adopted by reference). Maximum pole height shall be twelve feet.

Luminaire, light source and pole design shall create a continuity and relationship to surroundings consistent with the intent of the Town Center. Poles and luminaires selected shall be vandal resistant. e. 5.

Landscape or ground lighting shall be designed to harmonize with the overall landscape and lighting design. Fixtures used shall be vandal resistant and securely fastened to wiring system.

Building design. a.

Architectural style is restricted to structures of harmonious design. Evaluation of appearance of a project shall be based on quality of its design, creativity, innovation, continuity and relationship to surroundings consistent with the intent of the Town Center.

Harmony in material, texture, lines, colors and masses is required. Monotony shall be avoided. Variation of detail, form and siting shall be used to provide visual interest.

Materials shall be selected for suitability to the type of buildings and the design in which they are used.

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The design of all buildings and structures shall address itself to the consistent and thoughtful design development of all surfaces of the structure and volumetric relationships, to include, but not be limited to: general shape, form, materials, colors and appearance.

Mechanical equipment, antennas, towers and other utility hardware on the roof of buildings shall be screened from public view with materials harmonious with the building.

All ground located mechanical equipment, trash receptacles and storage areas, service yards, parking areas, loading docks and ramps, electrical cage enclosures, electrical equipment, telephone equipment, incinerators and similar equipment for the disposal of materials, storage tanks and other areas which tend to be unsightly shall be screened from view from access streets and adjacent properties and the subject property by means of a fence, berm, wall or dense, opaque landscape material.

Exterior building lighting and signage shall be part of the architectural concept. Fixtures, standards and all exposed accessories shall be harmonious with building design.

Inappropriate, incompatible, bizarre and exotic designs shall be avoided.

The design of all porches, balconies, patios and similar outside spaces shall be integral to the building design and not appear as appendages.

Miscellaneous structures and street furniture. a.

Miscellaneous structures include any structures, other than buildings, visible from any public way or ways. Street furniture includes all objects not commonly referred to as structures and located in streets and public ways and outside buildings including but not limited to benches, bollards, tree grates, kiosks, pavilions and directories.

Miscellaneous structures and street furniture located on private property shall be designed to be part of the architectural concept of design and landscape. Materials, scale, mass and colors shall be compatible to, and enhance the continuity and relationship to, surroundings consistent with the intent of the Town Center concept.

Miscellaneous structures and street furniture located in public ways and other public property shall be harmonious with design of adjacent buildings and other structures and Village landscape.

Lighting in connection with miscellaneous structures and street furniture shall meet the criteria applicable to site, landscape, buildings and signs.

Maintenance—Planning and design factors. a.

Continued good appearance depends upon the extent and quality of maintenance. The choice of materials and their use, together with the types of finishes and other protective measures, must be conducive to easy maintenance and upkeep.

Materials and finishes shall be selected for their durability and wear as well as for their beauty. Proper measures and devices shall be incorporated for protection against the elements, neglect, damage and abuse.

Provision for washing and cleaning of buildings and structures, and control of dirt and refuse, shall be included in the design. Such configurations that tend to catch and accumulate debris, leaves, trash, dirt and rubbish shall be avoided.

Through proper engineering and site grading, a parcel of land can be designed to prevent standing water. In order to insure against future accumulations of stagnant water, care should be exercised in the maintenance of all drainage elements including pavement, structures and earth berms. Created: 2021-12-01 13:00:43 [EST]

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Through the careful selection of plant material for their heartiness and appropriateness as well as their beauty, planting areas can be maintained free of species of weeds or plant growth which are noxious or detrimental to the public health. This shall include not only planting areas within the property, but also those planting areas in the rights-of-way.

In order to maintain the design character of the Town Center during construction and until the entire area is developed, proper measures and devices must be incorporated into each developer's program to control, screen and dispose of all construction refuse associated with the construction process.

All landscaped areas shall be provided with an irrigation system or a readily available water supply with at least one outlet located within one hundred fifty feet of the plant material.

All plant material that is dead or damaged shall be replaced immediately. Plant material shall be replaced no later than thirty days after notification by the Village of a violation of this section when planting conditions permit, and in no event later than ninety days.

Development Procedures Within the Town Center. 1.

Pre-application conference. Prior to filing a formal application the applicant comply with the following: a.

Applicant will contact and meet with the Village Manager, and appropriate planning and engineering staff, to identify land use objectives.

The applicant will meet with the Corporate Authorities.

The purpose of a pre-application conference is to provide advice and assistance to the applicant before presentation of the preliminary plan, so that the applicant may determine: a.

Whether the proposed project appears in general to be in compliance with the provisions of this Title.

Whether the proposed project will be in conformity with the land use policies and objectives of the Village, as expressed in the Town Center Land Use Map. (See Figure 17.44-1)

Application. a.

Following the pre-application conferences, application for approval of a planned unit development shall be filed with the Village Clerk in accordance with the provisions of this Title and prior to scheduling before the Corporate Authorities and Planning and Zoning Commission.

Submissions. An application must be accompanied by twenty copies of a preliminary plan and all related materials and an application fee.

Preliminary plan. a.

A preliminary plan is required of any applicant for approval of a planned unit development. The preliminary plan shall include, as a minimum, the following: (i)

An accurate topographic and boundary line map of the project area and a location map showing its relationship to surrounding properties within two hundred fifty feet in all directions of said property.

(ii)

An accurate legal description of the entire area within the planned unit development.

(iii)

The pattern of public and private roads, driveways and parking facilities and intended design standards.

(iv)

The use, type, size, arrangement and location of lots or of proposed buildings or groups of buildings. Created: 2021-12-01 13:00:43 [EST]

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(v)

General description of proposed landscaping.

(vi)

The location, design, height, type and level of illumination for all building and site lighting.

(vii) The location of sewer and water facilities. (viii) Architectural drawings and sketches illustrating the design and character of proposed structures. This is to include the presentation of all materials and colors. (ix)

The location and size of recreational and open space areas and areas reserved for public uses such as schools, parks and open space to be owned and maintained by a property owners' association.

(x)

Existing topography and storm drainage pattern and proposed storm drainage system showing basic topographic changes and proposed method of compliance with the Village's stormwater detention ordinances.

(xi)

Statistical data for the project shall include: Gross site area, Net site area dedicated streets and rights-of-way, Green net site areas and percentages, Ground coverage areas and percentages, Total building area, Floor area ratio, Parking ratios (with stall size and aisle indications and locations), Loading berth requirements, Building heights, Water retention/detention plans and specifications, Other similar data pertinent to a comprehensive evaluation of the proposed development.

(xii) A copy of the organizational structure related to property owners' association deed restrictions and provisions of services. The maintenance of common open space area and of provisions relating to future use of private property (additions, expansion, changes in use) shall be fully set forth in such documents. (xiii) A statement of the applicant's plans with regard to the future selling or leasing of all or portions of the planned unit development, such as land areas and building sites. (xiv) A development schedule indicating the approximate date when construction of the planned unit development or stages of the planned unit development can be expected to begin and be completed. (xv) A traffic survey setting forth and analyzing the effects of the proposed planned unit development. Such survey shall not be limited to the effect on adjacent streets but shall extend to all of the surrounding areas affected and shall indicate the anticipated points of origin, the direction and volume of traffic flow to and from the planned unit development. (xvi) Statement of the manner, if any, in which the planned unit development varies from the regulations of the Zoning Ordinance and an explanation of the reasons for such variations.

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(xvii) A tax impact report utilizing a Village approved formula. (xviii) A market analysis, feasibility report and statement of proposed financing. (xix) Site and surrounding environs photographs. b.

Upon petition from the applicant, the Planning and Zoning Commission may waive submission of any of the materials set forth above as required to be included within the preliminary plan except for the development schedule (xiv.) and the statement on variations (xvi.)

Planning and Zoning Commission Review (hereinafter called Commission). a.

Workshop Session. (i)

The Commission shall within thirty days of referral by the Corporate Authorities of a land use plan, schedule a workshop session for Commission and Village departmental review based on a full and complete application.

(ii)

Within thirty days of the completion of the last workshop session, the Commission shall schedule a public hearing subject to the submission of all materials pursuant to Section 16.20.030.

Public Hearing. A public hearing shall be held as set forth in Chapter 17.64.

Recommendation of the Planning and Zoning Commission. (i)

Timing. Within thirty days after the close of the hearing, the Commission shall forward to the Corporate Authorities a copy of their written findings along with a recommendation.

(ii)

Conditions. The Commission may include in the recommendation such stipulations or conditions as deemed necessary for the protection of the public interest.

(iii)

Required Findings. A planned unit development shall not be recommended for approval unless the Commission shall find the following: Effect on community—That the proposed planned unit development will not be significantly or materially detrimental to or endanger the public health, safety or general welfare of the community. This shall include consideration of the impact of the development upon physical development, tax base, and economic well-being of the Village; and Effect on neighborhood—That the proposed planned unit development will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted nor will it diminish or impair property values within the neighborhood; and Effect on development of surrounding property—That the proposed planned unit development will not impede the normal and orderly development and improvement of surrounding property; and Adequacy of utilities and facilities—That the applicant has demonstrated that adequate sewer and water, access roads, drainage and other necessary facilities are present or will be provided; and Adequacy of ingress and egress—That the applicant has demonstrated that adequate means of ingress and egress designed to handle the traffic contemplated are present or will be provided; and

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Conformity to regulations—That the proposed planned unit development meets all the regulations of this Title. G.

Corporate Authorities Action. 1.

Public Hearing. A public hearing will be scheduled if necessary.

Corporate Authorities Decision. a.

The Corporate Authorities, after receipt of the Preliminary Plan and the recommendation of the Commission, shall approve, with such modifications as may be consented to by the applicant, or disapprove such preliminary plan.

An ordinance approving and establishing a planned unit development shall specify the zoning regulations and restrictions that will, pursuant to the development plan, apply to the planned unit development. Such ordinance shall also specify the conditions and restrictions that have been imposed by the Corporate Authorities on the planned unit development and the extent to which the otherwise applicable district regulations have been varied or modified. When the Planning and Zoning Commission has designated divisible geographic sections of the development that may be developed as a unit, the ordinance may authorize the Planning and Zoning Commission to modify the schedules of development.

Effect of Approval. Approval of a preliminary plan shall not constitute final approval. No building permit shall be issued for any structure until a development plan has been filed and approved.

Effect of Denial. No application for approval of a planned unit development which is denied by the Corporate Authorities for any reason shall be resubmitted in substantially the same form and/or content.

Development Plan. 1.

Time Limit. A development plan shall be submitted to the Commission by the applicant not later than one year (or such additional time as may be authorized by motion of the Corporate Authorities), after approval of the preliminary plan.

Contents. The development plan shall contain in final form the information required in Section 16.20.060 of the Village Development Ordinance.

Procedure. a.

The development plan shall be approved pursuant to Sections 16.20.070 through 16.20.130 of the Village Development Ordinance.

Likewise, all documents, all covenants, easements, agreements and other documents affecting the planned development shall be recorded in the Office of the Recorder of Deeds of the county in which the planned unit development is located.

From time to time the applicant may make minor changes in the preliminary plans submitted herein, but any such changes shall be made only with the approval of the Zoning Administrator or, upon his or her denial thereof, with the approval of the Corporate Authorities.

(Ord. 2006-13 § 2, 2006; Ord. 2004-100 § 22, 2004; Ord. 2002-27 § 2, 2002) (Ord. No. 2010-9, § 2, 2-22-2010; Ord. No. 2013-8, § 3, 2-4-2013; Ord. No. 2013-34, § 1, 6-17-2013; Ord. No. 201439, § 1, 5-19-2014; Ord. No. 2014-43, §§ 32—35, 6-16-2014; Ord. No. 2016-008, § 3, 2-22-2016)

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