PRELIMINARY AND FINAL SITE PLAN

(1)

60.0' 103.26' 42.70' 63.67' 61.00' 64.33' 67.73' 100.06' 64.06' 64.33' 61.0' 63.67' 68.05' 99.89' 99.92' 99.94' 99.97' 70.50' 89.11' 72.61' 25.0' 160.29' 57.62' 65.0' 161.81' 92.72' 100.00' 42.60' 80.03' 80.03' 80.03' 75.39' 6.27' 6.76' 80.0' 80.00' 68.37' 150.83' 80.0' 80.00' 167.56' 181.65'(D) 66.24' 64.11' 2.38' 15' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 99.85'

TERRACE

ROAD

299.95' 125.09' 100.00' 44.11' 30.70' 105.44' 133.53' 38.48' 45.01' 25.66' 20.00' _115.15' 35.40' 91.85' 69.71' 18.23' 64.12' 136.99' 192.78' 62.83' 38.39' 37.56' 35.64' 464.55' 30.93'31.21' 505.66' 50.94' 25.0' 30.08' 111.16' 51.02' 82.12' 60.65' 36.54' 53.49' 47.22' 36.44' 52.50' 85.43' 93.93' 26.01' 53.73' 97.61' 137.63' 85'(S) 4.85' 113.73' 80.35' 227.85' 8.37' 200'(S) 67.83' 511.17' 257'(S) 260.11'C

MILLBURN TOWNSHIP

EXEMPT

16.23 Ac.±

139.63' 75'(S) 63'(S) 50' 50' 55' 50' 50'

ROAD

1904

59

60

61

62

63

64

65

66

67

68

69

70

71

106

107

72

73

74

75

76

77 TOWNSHIP

EXEMPT

MILLBURN

1.21 Ac.±

TOWNSHIP

EXEMPT

MILLBURN

182.23' 52.80' 100.00' 99.97' 50' 50' 70 58 54 87 85 75 63 57 55 51 94 96 100 102 101 99 97 93 91 37.56' 62.83' 38.39' 35.64' 51.32' 75.00' 150.00' 112.93' 36.27' 72.08'

RIDGE

WOODLAND

52.41' 71.41' 38.22'26.42' 161.69' 118.36' 67.88' 141.40' 154.87' 60.68' 200.63' _337.77' 22.95' 145.0' 202.12' 147.64' 173.96' 100.00' 96.00' 162.50' 145.16' 65.66' 46.0' 120.0' 84.00' 22.57' 80.00' 72.30' 56.81' 144.77' 46.79' 56.02' 68.92' 85.43' 69.21' 237.67' 165.03' 200.00'

2.32 Ac.±

POST OFFICE

EXEMPT

U.S. GOVERNMENT

ROAD

50' 50' 50' 35' VARIABLE WIDTH

CHATHAM

1812

12

13

9

10

11

12

13

14

16

_34.68' 169.49' 118.81' 28 25 27 70 80 44 36 30

WYNDHAM ROAD

159.64'C 78.00' 76.75' 75.25' 52'C 65'C 188.15' 182.72' 150.58'C 84.12' 138.65' 103.75' 67.00' 30.88' 32.79' 69.50' 13.73' 88.56' 119.32' 147.49' 82.55' 111.85' 136.94' 152.82' 25.55' 49.56' 20.01' 20.01' 70.50'C 50'(S) 64'(S) 55'(S) 6'(S) 9'(S) 144.16' 136'(S) L L L L 105.77' 60.46' 110.13' 86.77' 51.75' 124'(S) 97'(S) 62.00' 107.64' 86.00'C 18'(S) 87'(S) 26.23' 25.00' 172.54' 81'(S) 216.25' 71.33' 35.67' 43.93' 144.62' L 89'(S) 130.58'L

1.29 Ac.±

PLAZA

HOBART

50' 47.5' 47.5' 135.45' 35.92' 193.85'C 29.50'C 62.75'C 131'(S) 96'(S) L L 61'(S) 36'(S) L 19.55'CL 75.34' 170.75'C L 136.68' 161.44' 111.58' 162.00' 125.0' 82.00' 139.90' 28.37' 110.23' 194.27'C 139.90'C 78.72'C 72.85'C L L L L 134.17' 140'(S) 78'(S) 63'(S)

PLACE

97.04' 8.65' 180.00'C 181.57' 175.00'C 26.45'C 147.40'C L L 36'(S) 147'(S) L L 160'(S) 155'(S) 145.36' 140.0' 140.23' 140.0' 144.09' 71'(S) 66'(S) 9'(S) 30'(S) 64'(S) 24'(S) 80.69' 56.20' 128.77' 14'(S) 108'(S) 46.18' 95'(S) 72'(S) 137.10' 31'(S) 114'(S) 137.0' 121'(S) 132.38' 162.32' 40' 40' 40' 40' 40' 40' 13.2' 29.5' 15' DRAINAGE EASEMENT

ERIE - LACKAWANNA RAILWAY CO.

MORRIS - ESSEX DIV.

MAIN LINE

1ST CLASS

22.00' 185.54' 179'(S) 22.43' 57.54' 150.58' 149.60' 305.64' 994.27' 265.25' 889'(S) 694'(S) 248.25' 80'(S) 23'(S)

MILLBURN TOWNSHIP EXEMPTED

547.11'

1.60 Ac.±

VARIABLE WIDTH

BLOCK

LIMIT

1

3

2 2107

2108

2111

1

2

3

4

5

8

9

10

11

1

11

1

2

3

4

6

28

29

30

31 AVENUE

KNOLLWOOD

ROAD

1 11 23 201 205 211 20 10 8 7 1 69 190 159 165 167 169 177 187 6 14 20

CONRAIL - FORMERLY

694'(S) 133'(S) 144'(S)

PARK

ZONE C

ZONE B-3

ZONE R-4

ZONE P

ZONE R-8

ZONE R-4

ZONE R-6

2111

1602

2

1

3

195 200 190 190 205 205 185 200 190 200 195 210 210 205 210 Stream

ZONE RMF-AH

North

REVISIONS

L:\2016\11611\1161112\AUTOCAD\1161112.COVER SHEET.DWG

06/03/20 10:19:18AM, camaral, LAYOUT:COVER SHEET

JOB NO. SCALE

DWG.NO.

MAP NO. FIELD BOOK

DRAWN BY

973-379-3280 Fax:973-379-7993

258 Main Street, PO Box 191

Millburn, New Jersey 07041

DATE

CHK. BY REFERENCE

XREFS:

FLAT FILE .No.:

AREA

MAP

CHATHAM ROAD & WOODLAND ROAD

TAX LOTS 72, 73, 74 & 75, BLOCK 1904

TOWNSHIP OF MILLBURN

ESSEX COUNTY, NJ

06-01-2020

1080501 / 830720

MTL

CFA

578 ---1161112

AS NOTED

1 AREA MAP

TOWNSHIP OF MILLBURN

TAX MAPS

1"=150'

2020 AERIAL PHOTO

SCALE: 1"=150'

PRELIMINARY AND FINAL SITE PLAN

PROPOSED MIXED-USE RE-DEVELOPMENT PROJECT

CHATHAM ROAD & WOODLAND ROAD

TAX LOTS 72, 73, 74 & 75, BLOCK 1904

TOWNSHIP OF MILLBURN, ESSEX COUNTY, NEW JERSEY

USGS MAP

SCALE: 1"= 2000'

List of Property Owners within 200 Feet:

Parcel ID

Street Address

Owner Name

Owner Address

Owner City/State/ZIP

Block 1602, Lot 2

15 CHATHAM ROAD

TOWNSHIP OF MILLBURN

375 MILLBURN AVENUE

MILLBURN, N.J. 07041

Block 1812, Lot 10

36 CHATHAM ROAD

STATION PLAZA LLC C/O NALITT ASSOC.

75 MAIN ST., SUITE 202

MILLBURN, NJ 07041

Block 1812, Lot 11

44 CHATHAM ROAD

STATION PLAZA LLC/C/O MR. NALITT

75 MAIN STREET, SUITE 202

MILLBURN, NJ 07041

Block 1812, Lot 12

80 WOODLAND ROAD

EAST COAST SHORT HILLS C/O MORGAN

160 CLUBHOUSE ROAD

KING OF PRUSSIA, PA 19406

Block 1904, Lot 76

70 CHATHAM ROAD

TOWNSHIP OF MILLBURN

375 MILLBURN AVENUE

MILLBURN, N.J. 07041

Block 1904, Lot 77

324 FOREST DRIVE SOUTH TOWNSHIP OF MILLBURN

375 MILLBURN AVENUE

MILLBURN, N.J. 07041

Block 1904, Lot 107

75 WOODLAND ROAD

TOWNSHIP OF MILLBURN

375 MILLBURN AVENUE

MILLBURN, N.J. 07041

Block 2107, Lot 1

69 CHATHAM ROAD

TOWNSHIP OF MILLBURN

375 MILLBURN AVENUE

MILLBURN, N.J. 07041

Block 2107, Lot 2

69 CHATHAM ROAD

TOWNSHIP OF MILLBURN

375 MILLBURN AVENUE

MILLBURN, NJ 07041

Block 2107, Lot 3

CHATHAM ROAD

CONRAIL - N.J. TRANSIT

MC CARTER HWY & MARKET PO BOX 10009

NEWARK, NJ 07101

Block 2108, Lot 1

1 KNOLLWOOD ROAD

PATTI, JOSEPH & MARIA

1 KNOLLWOOD ROAD

MILLBURN, NJ 07078

Block 2111, Lot 30

187 HOBART AVENUE

WERNER, DONALD

744 BROAD ST. SUITE 522

NEWARK, NJ 07102

OWNERS/APPLICANT:

85 WOODLAND ROAD, LLC

195 MORRISTOWN ROAD

BASKING RIDGE, NJ 07920

Phone: (973) 765-0100

[email protected]

Deed North

P.I.Q.

DRAWING INDEX

DRAWING NO.

DRAWING TITLE

PLANNING BOARD APPROVALS

THIS SITE PLAN IS HEREBY APPROVED BY THE PLANNING BOARD

OF THE TOWNSHIP OF MILLBURN, ESSEX COUNTY, NEW JERSEY.

DATE

SECRETARY

DATE

CHAIRMAN

THIS SITE PLAN HAS BEEN REVIEWED AND IS HEREBY APPROVED.

DATE

TOWNSHIP ENGINEER

New Jersey Professional Engineer/Land Surveyor No. New Jersey Professional Planner No.

MICHAEL T. LANZAFAMA

30084 03503

ADDITIONAL ENTITIES TO BE NOTICED

UTILITY CONTACT LIST

NEW JERSEY AMERICAN WATER COMPANY

ASSET CONTROL

167 JFK PARKWAY BUILDING - A

SHORT HILLS, NJ 07078

PUBLIC SERVICE ELECTRIC AND GAS COMPANY

MANAGER-CORPORATE PROPERTIES

80 PARK PLACE T6B

NEWARK, NJ 07102

JOINT MEETING OF ESSEX AND UNION COUNTIES

500 SOUTH FIRST STREET

ELIZABETH, NJ 07202

EAST ORANGE WATER COMPANY

99 SOUTH GROVE STREET

EAST ORANGE, NJ 07019

ORANGE WATER COMPANY

SUPT. OF WATER FILTRATION

DEPT. OF PUBLIC WORKS

29 NORTH DAY STREET

ORANGE, NJ 07050

COMCAST CABLEVISION

800 RAHWAY VENUE

UNION, NJ 07083

VERIZON

114 PATERSON STREET, FLOOR # 3

PATERSON, NJ 07501

JCP&L

331 NEWMAN SPRINGS RD.

BUILDING # 3

RED BANK, NJ 07701

COUNTY

COUNTY OF ESSEX PLANNING BOARD

900 BLOOMFIELD AVENUE

VERONA, NJ 07044

THE FOLLOWING APPROVALS ARE REQUIRED:

1. STATE OF NEW JERSEY

a. FHA PERMIT FOR REDEVELOPMENT IN

RIPARIAN BUFFER

b. STREAM ENCROACHMENT PERMIT

c. SANITARY SEWER EXTENSION PERMIT

d. WATER MAIN EXTENSION PERMIT

2. HUDSON-ESSEX-PASSAIC SCD

CERTIFICATION

3. ESSEX COUNTY PLANNING BOARD

4. TOWNSHIP OF MILLBURN

a. SITE PLAN APPROVAL

b. VARIANCE APPROVAL

c. BUILDING PERMIT

(2)

S 27°45' W

82.15'

S 61°52' E

51.02'

S 64°32'45" E

111.16'

N 21°16' E

100.00'

N 64°32'45" W

S 31°47' W

30.70'

N 56°13'30" W

105.44'

43.82' SURVEY

(44.11'Deed)

Deed North

Point Of

BEGINNING

1 Story Brick

Building

(Gas Station)

St# 54

1 Story

Brick &

Stucco

Building

(Office Building)

St# 87

0.23'cl. 0.15'cl. 19.98' 25.84' 4.60' 4.86' Wall 0.12'Ov.

South Wall_0.61'Ov.

East Wall 0.02'cl._North Wall 0.21' Clear Wall 0.36'Ov. West Wall 0.73'cl. East Wall 5.78'Ov. East Wall 0.15' Clear North Wall 0.71'cl. North Concrete Walk Conc. Walk Conc. Pad Metal Bollards (Typ.) Vent Pole For Tanks Bituminous Area Water Pump Wall Mounted Light Fixture Bituminous Area Oil Tank Oil Tank Concrete Wall Conc. Wall Metal Guiderail Metal Guiderail Concrete Wall Concrete Sidewalk Concrete Apron G/V W/V Water Valve Sanitary Sewer Service Connection

Water Service Conn. Light Post

Utility Pole W/Overhead Utility Wires Utility Light Pole

W/Overhead Utility Wires

Utility Light Pole W/ Overhead Utility Wires Gas Valve Inlet Inlet 3 Parking Spaces Bituminous Area Conc.Sign Base Sign Sign

CHATHAM ROAD

(50' WIDE R.O.W.)

ROAD

(50' WIDE R.O.W.)

27.00' 61.09' 61.07' 27.04'

EASEMENT FOR POLES & OVERHEAD WIRES TO JCP&L CO. DB X98 PG. 138

EASEMENT TO ALLOW

MAINTENANCE OF RETAINING

WALL ALONG SUBJECT

PROPERTY DB 4045 PG. 247

EASEMENT TO

PERMIT WALL TO

ENCROACH ON

TO ADJOINER

DB 4300

PG. 1191

S 12°29' W

53.49'

N 84°10'21" W

35.64' Deed

S 11°46'30" E

38.39'

N 10°48' W

192.78'

N 35°11'40" W136.99'

N 25°17'04" E

69.71'

N 33°46'30" E

38.48'

S 35°16'50" E

45.01'

S 21°38'59" E

25.66'

S 68°18'30" W

_18.95'

35.32' Survey

TAX LOT 75

Bituminous Area Bituminous Area Trench Drain 190.18 Grt.

N 64°32'45" W

30.08'

S 56°13'30" E

133.83'

36.54'

S 27°45' W

Inlet

Utility

Pole

TAX LOT 72

TAX LOT

74

Concrete Porch 12.06'

14.84'

14.93'

7 Parking Spaces

2 Story

Brick

Building

(Medical)

St #85

1 Story Brick & Stucco

Building

(Dentist's Office)

St# 58

Bituminous Drive Granite Block Curb Paver Walkway Bituminous Walk Dep. Curb Bituminous Area

WOODLAND

L=47.22'

R=151.34'

L=37.56'

R=20.00'

L=62.83'

R=20.00'

L=8.37'

R=20.00'

L=64.12'

R=37.00'

L=18.23'

R=20.00'

50.94'

S 64°32'45" E

28.66'

TAX LOT 72

Inlet

TAX LOT 73

Metal

Bollards

(Typ.)

2.67' 2.74'

15.41'

TAX LOT 107

TOWNSHIP OF MILLBURN

TAX LOT 77

TAX LOT 76

HARTSHORN

ARBORETUM

7 Parking Spaces

Bituminous Parking Area

3 Parking Spaces

23 Parking Spaces

Granite Block Curb (Typ.)

7' Wide Bituminous Walkway

Inlet

Bituminous Parking Area 7' Wide Bituminous Walkway

15 Parking Spaces 3 Spaces 7 Parking Spaces 6 Parking Spaces Refuse Area Bituminous Drive

12.16'

Bituminous Walkway Bituminous Walkway Inlet

Light

Pole

Light

Pole

Light

_Pole

Light

Pole

Light

Pole

Stone Walk Speed Bump Speed Bump

EASEMENT FOR POLES &

OVERHEAD WIRES TO

JCP&L CO. DB X98 PG. 138

Fence 1.17'ov. West

PARKING RESTRICTION

FROM THE TWP. OF

MILLBURN AFFECTING

LOTS 73 & 74

DB 4075 PG. 114

Lawn Area Walk

FLOOD HAZARD AND FLOODWAY LIMIT

195.43 202.96bc 203.24bc 203.89bc 204.22bc 205.21bc 206.15bc 203.08bc 203.25bc 203.51bc 203.91bc 204.21bc 205.05bc 206.18bc 207.35bc 202.51bc 204.18bc 194.89bc 190.76bc 189.08bc 188.60bc 188.35bc 188.72bc 190.77bc 187.39bc 188.56bc 188.97bc 188.04bc 186.54bc 186.87bc 188.33bc 189.48bc 205.25bc 198.61bc 194.69bc 192.35bc 189.36bc 187.26bc 203.19bc 197.48bc 194.99bc 194.58bc 193.92bc 191.52bc 190.61bc 197.86bc 203.16tc 203.53tc 204.00tc 204.01tc 204.00tc 204.31tc 205.42tc 206.27tc 206.41tc 206.53tc 199.07tc 202.62tc 204.29tc 195.10tc 191.05tc 189.33tc 188.89tc 188.51tc 188.87tc 190.80tc 187.66tc 188.85tc 189.02tc 188.27tc 186.85tc 187.16tc 188.59tc 189.77tc 203.43tc 197.74tc 195.38tc 194.91tc 194.22tc 191.75tc 190.89tc 203.73bc 203.82bc 206.24bc 206.36bc 207.14bc 206.92bc 202.44bc 201.15bc 198.83bc 203.47 203.77 204.13 204.30 205.10 206.64 208.00 190.69 190.51 207.37 206.60 202.17 196.09 192.85 188.91 186.92 205.56 203.51 203.74 204.13 204.38 204.24 204.42 205.06 205.48 206.55 205.63 204.56 200.49 205.64 205.91 205.96 206.01 205.84 205.87 Inlet 189.38 Grt. 191.72 206.22 197.30ep 192.31ep 198.48ep 194.87ep 193.32ep 204.02ep 200.59ep 195.03ep 203.16ep FF=206.43 FF=189.60 FF=202.74 FF=199.09 FF=194.23 FF=189.65 FF=189.64 GF=206.06 GF=206.06 GF=206.00 203.80 Grate 200.45 IE.12" 197.61 Grt 204.27 Grt 201.97 IE.12" 186.09 Grt 181.63 IE.18"(N/S) Inlet 189.14tc 188.60 Grt 183.22 IE.12" 194.31 Grt 189.56 IE.12"(E) 193.83 Grt 181.80 IE.12"(S) 181.77 IE.12"(W) 188.67tc 188.13 Grt 183.14 IE.12"(N) 182.95 IE.8"PVC(E) 182.92 IE.18"(S) 188.59tc 188.05 Grt 183.13 IE.8"(E) Inlet 204.34tc Inlet 198.13tc 204.93tc 186.61tc 194.82tc 194.37tc 203.80 Grt 200.45 IE.12" Inlet 189.35Grt. 190.84Grt. Tele.MH 203.72 Rim MH 203.28 Rim 198.10 IE.18"(E) _{198.03 IE.18"(W)} MH 204.23 Rim 201.33 IE.12"(W) 199.93 IE.12"(NE) 199.33 IE.12"(S) 199.24 IE.18"(NW) MH 204.39 Rim MH 204.03 Rim 196.81 IE.8"(S) 197.55 Rim 190.13 IE.24"(N) 189.90 IE.24"(S) MH 194.94 Rim 187.90 IE.8"(N) 187.14 IE.8"(E) 186.79 IE.8"(S) MH 190.21 Rim 182.66 IE.8"(N) 182.56 IE.8"(S) MH 190.12 Rim 183.48 IE.24"(NE) 183.47 IE.24"(SW) MH 188.52 Rim 182.63 IE.12"(W) 182.33 IE.18"(S) 182.32 IE.18"(N) Light Pole

CLUMP

19

15

10

26

26 8"7"

9"8"

7

15

6

4

7

6

7

16

12

4

5

6

17

13

4

19

6

4

15

4

5

9

5

10

7

10

24

7

32

22

7

15

8

7

6

11

38 ₅

4

7

8

4

7

6

4

9

4

11

5

11

8

4

24

25

6

9

201.19bw 200.94bw 198.37bw 200.03bw 202.57bw 203.84bw 191.51bw 194.50bw 198.03 193.36bw 192.85bw 196.13bw 203.94bw 205.78bw 206.26bw 202.08bw 202.98bw 190.59bw 190.98bw 193.46bw 193.37bw 187.71bw 187.09bw 181.40bw 181.71bw 183.19bw 183.43bw 183.34bw 190.01bw 187.56bw 186.77bw 185.41bw 186.69bw 186.44bw 192.52bw 199.78tw 193.19 193.22 197.17tw 197.17tw

186

187

188

189

186

187

188

186

187

188

189

188

189

190

191

192

193

194

191

192

193

194

195

196

197

198

199 200 201 202

203

195

196

197

198

199

200

201

202

203

191

192

193

194

195

196

197

198

199

200

201

202

203

204

194

195

196

197

198

199

200

201

202

203

204

205

206

207

195

196

197

198

199

200

201

202

203

204

205

206

190

191

192

193

194

189

190

191

192

203

204

205

206

205

206

191

192

193

194

195

196

197

196

Bituminous Driveway & Parking Area

N 23°30'30" W

35.40'

N 21°16'00" E 91.85'

102.58 99.08 Grt 94.80 IE.12"(N) 94.69 IE.12"(S) Edge Of Pavement

Granite Block Curb

Concrete Sidewalk

0.41'Over

0.26'Over 0.46'cl.

0.31'cl.

Chain Link Fence Guiderail Guiderail Curb Drive 0.59'cl. East Drive 0.11'cl. East Curb 2.73'cl.West

Fence 1.18'Over West

Guiderail 2.52'West Guiderail 1.52' West Guiderail 1.63'West Iron Pipe Found 0.06'North 0.08'East Iron Pipe Found 0.09'East

Iron Pipe Found 0.13'East Iron Pipe Found 0.08'East 0.03'South

S 21°16'00" W 115.16'

25.00'

Inlet

Granite Block Curb (Typ.) Bituminous Driveway

2ND Story Overhang Over Slate Walkway

Sidewalk Slate Conc. Walk

Light

Pole

Light

Pole

Sign

Gas Valve Gas Valve Water Valve

Light

Pole

Dep. Curb Dep. Curb

Approx. Loc Gas Main

Guide Rail W/W

Sign

_Sign Curb 4.26'Over West Curb 1.33'cl. East Curb 1.15'cl. East Curb 0.79'cl. East Curb 1.06'cl._South Curb 0.81'cl. East Curb 0.81'cl. East Curb 2.81'cl.West Striping 0.71'cl.West Wall 1.19'In

Street Wall 2.39'In

Street Wall 3.49'In Street Wall 4.63'In Street Wall 2.60'In Street Rail 1.63'In Street Curb 0.06'Over South Curb 0.25'Over South Curb 0.98'cl. West Curb 2.70'cl. West Bituminous Walkway

Sign

Bollard

21" Storm Sewer Pipe

12" Sewer Pipe

Pipe 8" Sanitary Sewer Pipe

8" Sanitary Sewer Pipe 8" Sanitary Sewer Pipe

8" Sanitary Sewer Pipe

Storm Sewer Pipe

24" RCP Storm Sewer Pipe

191.78bw 191.69bw 191.01bw 189.70bw 188.23bw 185.89bw 186.14bw 185.56bw 185.20bw 183.80bw

FLOOD HAZARD AND FLOODWAY LIMIT

RIPARIAN ZONE LIMIT

50'

c/o c/o c/o

Sign

192.31bw 24" RCP 191.17 IE.24"(E) 190.91 IE.24"(W) 24" RCP Storm Sewer Pipe MH

12" Pipe

12" Sewer

200

190

Water Main (Approx.Loc.)

Un-Named Tributary Of Van Winkles Brook

Point Of

BEGINNING

Fire Hydrant (Typical) Water Valve

Property Line

Bituminous Path

L:\2016\11611\1161112\AUTOCAD\1161112.TOPO SURVEY.DWG

06/03/20 10:33:33AM, camaral, LAYOUT:TOPO-SURVEY

JOB NO. SCALE

DWG.NO.

MAP NO. FIELD BOOK

DRAWN BY

973-379-3280 Fax:973-379-7993

258 Main Street, PO Box 191

Millburn, New Jersey 07041

DATE

CHK. BY REFERENCE

XREFS:

FLAT FILE .No.:

LAND TITLE &

TOPOGRAPHIC SURVEY

CHATHAM ROAD & WOODLAND ROAD

TAX LOTS 72, 73, 74 & 75, BLOCK 1904

TOWNSHIP OF MILLBURN

ESSEX COUNTY, NEW JERSEY

MICHAEL T. LANZAFAMA

06-01-2020 30084

1080501/830720

MTL

CFA

578 FILE

1160318

1"= 20'

2

0 Scale: 1"= 20'

10

20

40

60

80 NOTES

1. PQ BEING LOT 72, 73, 74 & 75 IN BLOCK 1904, AS SHOWN ON TOWNSHIP OF

MILLBURN TAX MAPS.

2. LOT 72 LOT AREA= 38,391 SF. OR 0.881 AC.

LOT 73 LOT AREA= 12,873 SF. OR 0.296 AC.

LOT 74 LOT AREA= 13,119 SF. OR 0.301 AC.

LOT 75 LOT AREA= 2,581 SF. OR 0.059 AC.

TOTAL LOT AREA = 66,963 SF. OR 1.540 AC.

3. ELEVATIONS SHOWN HEREON ARE BASED UPON N.A.V.D. 1988 SURVEY DATUM

AS DETERMINED BY RAPID STATIC GPS.

4. BUILDING FOOTPRINT AREA = 11,808 S.F.

5. PARKING: 64 TOTAL STRIPED SPACES (64 STANDARD AND 0 HANDICAP)

6. UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE BASED UPON

SURFACE STRUCTURES VISIBLE ON THE DATE OF FIELD SURVEY. LOCATION

OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATION

SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE

ENCOUNTERED. ALL SUBSURFACE UTILITY LOCATIONS SHOULD BE VERIFIED

AND FIELD MARKED BY APPROPRIATE UTILITY AUTHORITY PRIOR TO

EXCAVATION/CONSTRUCTION. ANY DEVIATION IN LOCATION OF UTILITIES

SHOULD BE REPORTED TO SURVEYOR AND ENGINEER PRIOR TO

CONSTRUCTION.

7. PQ IS LOCATED IN ZONE X OF THE FEMA FLOOD INSURANCE RATE MAP

COMMUNITY PANEL 340187 0005 D DATED AND REVISED JANUARY 3, 1997.

FLOODWAY DETERMINED FROM FEMA MAPPING.

8. A WRITTEN WAIVER AND DIRECTION NOT TO SET CORNER MARKERS HAS

BEEN OBTAINED FROM THE ULTIMATE USER PURSUANT TO P.L. 2003, c. 14

(N.J.S.A. 45:8-36:3) AND N.J.A.C. 13:40-5.1(d).

9. DECLARATION IS MADE TO THE ORIGINAL PURCHASER OF THIS SURVEY. IT IS

NOT TRANSFERABLE TO OTHER INSTITUTIONS OR SUBSEQUENT OWNERS.

10. SUBJECT TO RESTRICTIONS SET FORTH IN DB 4075 PAGE 114.

This Survey Is Certified To:

85 WOODLAND ROAD, LLC

---THE SILVERMAN GROUP

---OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY File No. RG-30

---MEDICAL REALTY ASSOCIATES, LLC

---CAPITAL ONE, NATIONAL ASSOCIATION

---RIKER DANZIG SCHERER HYLAND PERRETTI, LLP

---MANDELBAUM SALSBURG PC

---BRACH EICHLER LLC

---Mc CARTER and ENGLISH, LLP

(3)

---82.15'

S 64°32'45" E

111.16'

N 21°16' E

100.00'

N 64°32'45" W

S 31°47' W

30.70'

N 56°13'30" W

105.44'

43.82' SURVEY

(44.11'Deed)

Deed North

1 Story Brick

Building

(Gas Station)

St# 54

1 Story

Brick &

Stucco

Building

(Office Building)

St# 87

Concrete Walk Conc. Walk Conc. Pad Metal Bollards (Typ.) Vent Pole For Tanks Bituminous Area Water Pump Wall Mounted Light Fixture Bituminous Area Oil Tank Oil Tank Concrete Wall Conc. Wall Metal Guiderail Metal Guiderail Concrete Wall Concrete Sidewalk Concrete Apron G/V W/V Water Valve Sanitary Sewer Service Connection

Water Service Conn.

Light Post

Utility Pole W/Overhead Utility Wires

Utility Light Pole

W/Overhead Utility Wires

Utility Light Pole W/ Overhead Utility Wires Gas Valve Inlet Inlet 3 Parking Spaces Bituminous Area Conc.Sign Base Sign Sign

CHATHAM ROAD

(50' WIDE R.O.W.)

ROAD

(50' WIDE R.O.W.)

27.00' 61.09' 61.07' 27.04'

EASEMENT TO ALLOW

MAINTENANCE OF RETAINING

WALL ALONG SUBJECT

PROPERTY DB 4045 PG. 247

EASEMENT TO

PERMIT WALL TO

ENCROACH ON

TO ADJOINER

DB 4300

PG. 1191

N 84°10'21" W

35.64' Deed

S 11°46'30" E

38.39'

N 10°48' W

192.78'

N 35°11'40" W136.99'

N 25°17'04" E

69.71'

N 33°46'30" E

38.48'

S 35°16'50" E

45.01'

S 21°38'59" E

25.66'

S 68°18'30" W

_18.95'

35.32' Survey

TAX LOT 75

Bituminous Area Bituminous Area Trench Drain 190.18 Grt.

30.08'

S 56°13'30" E

133.83'

S 27°45' W

Inlet

Utility

Pole

TAX LOT 72

TAX LOT

74

Concrete Porch 7 Parking Spaces

2 Story

Brick

Building

(Medical)

St #85

1 Story Brick & Stucco

Building

(Dentist's Office)

St# 58

Bituminous Drive Granite Block Curb Paver Walkway Bituminous Walk Dep. Curb Bituminous Area

WOODLAND

L=37.56'

R=20.00'

L=62.83'

R=20.00'

L=8.37'

R=20.00'

L=64.12'

R=37.00'

L=18.23'

R=20.00'

50.94'

S 64°32'45" E

28.66'

TAX LOT 72

Inlet

TAX LOT 73

Metal

Bollards

(Typ.)

TAX LOT 107

TOWNSHIP OF MILLBURN

TAX LOT 77

TAX LOT 76

HARTSHORN

ARBORETUM

7 Parking Spaces

3 Parking Spaces

23 Parking Spaces

7' Wide Bituminous Walkway

Inlet

Bituminous Parking Area 7' Wide Bituminous Walkway

15 Parking Spaces 3 Spaces 7 Parking Spaces 6 Parking Spaces Refuse Area Bituminous Drive

Bituminous Walkway Bituminous Walkway Inlet

Light

Pole

Light

Pole

Light

_Pole

Light

Pole

Light

Pole

EASEMENT FOR POLES &

OVERHEAD WIRES TO

JCP&L CO. DB X98 PG. 138

Lawn

Area Walk

FLOOD HAZARD AND FLOODWAY LIMIT

195.43 202.96bc 203.24bc 203.89bc 204.22bc 205.21bc 206.15bc 203.08bc 203.25bc 203.51bc 203.91bc 204.21bc 205.05bc 206.18bc 207.35bc 202.51bc 204.18bc 194.89bc 190.76bc 189.08bc 188.60bc 188.35bc 188.72bc 190.77bc 187.39bc 188.56bc 188.97bc 188.04bc 186.54bc 186.87bc 188.33bc 189.48bc 205.25bc 198.61bc 194.69bc 192.35bc 189.36bc 187.26bc 203.19bc 197.48bc 194.99bc 194.58bc 193.92bc 191.52bc 190.61bc 197.86bc 203.16tc 203.53tc 204.00tc 204.01tc 204.00tc 204.31tc 205.42tc 206.27tc 206.41tc 206.53tc 199.07tc 202.62tc 204.29tc 195.10tc 191.05tc 189.33tc 188.89tc 188.51tc 188.87tc 190.80tc 187.66tc 188.85tc 189.02tc 188.27tc 186.85tc 187.16tc 188.59tc 189.77tc 203.43tc 197.74tc 195.38tc 194.91tc 194.22tc 191.75tc 190.89tc 203.73bc 203.82bc 206.24bc 206.36bc 207.14bc 206.92bc 202.44bc 201.15bc 198.83bc 203.47 203.77 204.13 204.30 205.10 206.64 208.00 190.69 190.51 207.37 206.60 202.17 196.09 192.85 188.91 186.92 205.56 203.51 203.74 204.13 204.38 204.24 204.42 205.06 205.48 206.55 205.63 204.56 200.49 205.64 205.91 205.96 206.01 205.84 205.87 Inlet 189.38 Grt. 191.72 206.22 197.30ep 192.31ep 198.48ep 194.87ep 193.32ep 204.02ep 200.59ep 195.03ep 203.16ep FF=206.43 FF=189.60 FF=202.74 FF=199.09 FF=194.23 FF=189.65 FF=189.64 GF=206.06 GF=206.06 GF=206.00 203.80 Grate 200.45 IE.12" 197.61 Grt 204.27 Grt 201.97 IE.12" 186.09 Grt 181.63 IE.18"(N/S) Inlet 189.14tc 188.60 Grt 183.22 IE.12" 194.31 Grt 189.56 IE.12"(E) 193.83 Grt 181.80 IE.12"(S) 181.77 IE.12"(W) 188.67tc 188.13 Grt 183.14 IE.12"(N) 182.95 IE.8"PVC(E) 182.92 IE.18"(S) 188.59tc 188.05 Grt 183.13 IE.8"(E) Inlet 204.34tc Inlet 198.13tc 204.93tc 186.61tc 194.82tc 194.37tc 203.80 Grt 200.45 IE.12" Inlet 189.35Grt. 190.84Grt. Tele.MH 203.72 Rim MH 203.28 Rim 198.10 IE.18"(E) _{198.03 IE.18"(W)} MH 204.23 Rim 201.33 IE.12"(W) 199.93 IE.12"(NE) 199.33 IE.12"(S) 199.24 IE.18"(NW) MH 204.39 Rim MH 204.03 Rim 196.81 IE.8"(S) 197.55 Rim 190.13 IE.24"(N) 189.90 IE.24"(S) MH 194.94 Rim 187.90 IE.8"(N) 187.14 IE.8"(E) 186.79 IE.8"(S) MH 190.21 Rim 182.66 IE.8"(N) 182.56 IE.8"(S) MH 190.12 Rim 183.48 IE.24"(NE) 183.47 IE.24"(SW) MH 188.52 Rim 182.63 IE.12"(W) 182.33 IE.18"(S) 182.32 IE.18"(N) Light Pole

CLUMP

19

15

10

26

26 8"7"

9"8"

7

15

6

4

7

6

7

16

12

4

5

6

17

13

4

19

6

4

15

4

5

9

5

10

7

10

24

7

32

22

7

15

8

7

6

11

38 ₅

4

7

8

4

7

6

4

9

4

11

5

11

8

4

24

25

6

9

201.19bw 200.94bw 198.37bw 200.03bw 202.57bw 203.84bw 191.51bw 194.50bw 198.03 193.36bw 192.85bw 196.13bw 203.94bw 205.78bw 206.26bw 202.08bw 202.98bw 190.59bw 190.98bw 193.46bw 193.37bw 187.71bw 187.09bw 181.40bw 181.71bw 183.19bw 183.43bw 183.34bw 190.01bw 187.56bw 186.77bw 185.41bw 186.69bw 186.44bw 192.52bw 199.78tw 193.19 193.22 197.17tw 197.17tw

186

187

188

189

186

187

188

186

187

188

189

188

189

190

191

192

193

194

195

196

197

198

199 200 201 202

203

204

205

206

207

195

196

197

198

199

200

201

202

203

204

205

206

190

191

192

193

194

189

190

191

192

191

192

193

194

195

196

197

196

Bituminous Driveway & Parking Area

N 23°30'30" W

35.40'

N 21°16'00" E 91.85'

102.58 99.08 Grt 94.80 IE.12"(N) 94.69 IE.12"(S) Edge Of Pavement

Granite Block Curb

Concrete Sidewalk

Chain Link Fence

Guiderail Guiderail Curb

S 21°16'00" W 115.16'

25.00'

Inlet

Granite Block Curb (Typ.) Bituminous Driveway

2ND Story Overhang Over Slate Walkway

Sidewalk Slate Conc. Walk

Light

Pole

Light

Pole

Sign

Gas Valve Gas Valve Water Valve

Light

Pole

Dep. Curb Dep. Curb

Guide Rail W/W

Sign

_Sign Bituminous Walkway

Sign

Bollard

12" Sewer Pipe

Pipe

8" Sanitary Sewer Pipe Storm Sewer Pipe

FLOOD HAZARD AND FLOODWAY LIMIT

RIPARIAN ZONE LIMIT

50'

c/o c/o c/o

Sign

12" Pipe

12" Sewer

200

190 Un-Named Tributary Of Van Winkles Brook

Point Of

BEGINNING

Fire Hydrant (Typical) Water Valve

Property Line

Bituminous Path

REMOVE POLES AND

OVERHEAD WIRES

(TYPICAL)

REMOVE SIDEWALK

AND APRONS

REMOVE UNDERGROUND

UTILITIES & CAP AT MAIN

LINE (TYP.)(SEE SPECIAL NOTE #6)

REMOVE EXISTING STRUCTURES,

UTILITIES, AND FOUNDATIONS

(TYPICAL)

X

PROPOSED CONSTRUCTION

SAFETY FENCE W/ SEDIMENT

CONTROL FILTER FENCE

INSIDE (TYPICAL)

REMOVE EXISTING WALL,

FOOTINGS, & GUIDE RAIL

(TYPICAL)

REMOVE

EXISTING

PAVEMENT

& CURBS

(TYPICAL)

REMOVE

EXISTING

PAVEMENT

& CURBS

(TYPICAL)

REMOVE

EXISTING

PAVEMENT

& CURBS

(TYPICAL)

REMOVE INLETS, DRAINAGE

STRUCTURES, & PIPES

(TYPICAL)

PROPOSED PHASE II

ACCESSIBLE PARKING AREA

EXISTING PAVING AND CURBS

TO BE REMOVED, GRADE CUT,

AND AREA REPAVED IN PHASE I

TO ACCOMODATE ACCESSIBLE

PARKING-SEE DETAIL

PHASE II 85 WOODLAND ROAD:

THE BUILDING, PARKING LOT,

DRAINAGE STRUCTURES AND

ALL RELATED ACTIVITIES AT 85

WOODLAND ROAD WILL REMAIN

UNDISTURBED FOR PHASE I.

PHASE I

LIMIT OF WORK LINE

REMOVE SIDEWALK

AND APRONS

REMOVE TREE

(TYPICAL)

BUILDING

PHASE I

LIMIT OF

BUILDING

LIMIT OF

PHASE I

EXISTING

PIPE &

INLET TO

REMAIN

N 64°32'45" W

S 31°47' W

30.70'

43.82' SURVEY

(44.11'Deed)

EASEMENT TO ALLOW

MAINTENANCE OF RETAINING

WALL ALONG SUBJECT

PROPERTY DB 4045 PG. 247

EASEMENT TO

PERMIT WALL TO

ENCROACH ON

TO ADJOINER

DB 4300

PG. 1191

N 33°46'30" E

38.48'

S 35°16'50" E

45.01'

S 56°13'30" E

TAX LOT 73

Light

Pole

Light

_Pole

FF=189.65 FF=189.64

7

10

22

7

15

8

190

191

192

191 Sign

190.55

190.5

190.4

190.55

190.45

190.1 45.5'±

8'

5'

8'

8.5'±

10'±

9'

8'

18'

8'

190.1

190.2

190.2 LIMIT OF EXISTING CURB AND

WALK REMOVAL AND

REPLACEMENT SHALL BE AS

REQUIRED TO ACCOMODATE

THIS WORK. AN EVEN WALK

GRADE SHALL BE MAINTAINED,

CURB HEIGHT MAY VARY FROM

4" TO 8" AS REQUIRED.

PROVIDE NEW FULL DEPTH BITUMINOUS

PAVEMENT. MAXIMUM 2% SLOPE IN

ACCESSIBLE PARKING AREA.

MILL AND BLEND NEW PAVEMENT INTO

EXISTING PAVEMENT AS REQUIRED TO

PROVIDE A SMOOTH TRANSITION

PROPOSED HANDICAPPED

PARKING SIGN

PROPOSED 6" HIGH

GRANITE BLOCK CURB

BUILDING

LIMIT OF

PHASE I

L:\2016\11611\1161112\AUTOCAD\1161112.DEMO PLAN.DWG

06/03/20 10:34:15AM, camaral, LAYOUT:3.0 PHASE I DEMO

JOB NO. SCALE

DWG.NO.

MAP NO. FIELD BOOK

DRAWN BY

973-379-3280 Fax:973-379-7993

258 Main Street, PO Box 191

Millburn, New Jersey 07041

DATE

CHK. BY REFERENCE

XREFS: 1161112.TOPO SURVEY

FLAT FILE .No.:

PHASE I DEMOLITION &

ACCESSIBLE PARKING PLAN

CHATHAM ROAD & WOODLAND ROAD

TAX LOTS 72, 73, 74 & 75, BLOCK 1904

TOWNSHIP OF MILLBURN

ESSEX COUNTY, NEW JERSEY

MICHAEL T. LANZAFAMA

06-01-2020 30084

1080501/830720

MTL

CFA

578 FILE

1160318

1"= 20'

3

0 Scale: 1"= 20'

10

20

40

60

80 NOTES

1. PQ BEING LOT 72, IN BLOCK 1904, AS SHOWN ON TOWNSHIP OF MILLBURN TAX

MAPS.

2. LOT AREA = 38,391 SF. OR 0.8813 AC.

3. BUILDING FOOTPRINT AREA = 5,391 S.F.

4. PARKING: 64 TOTAL STRIPED SPACES (64 STANDARD AND 0 HANDICAP).

5. ELEVATIONS SHOWN HEREON ARE BASED UPON N.A.V.D. 1988 SURVEY DATUM

AS DETERMINED BY RAPID STATIC GPS. TO CONVERT TO N.G.V.D. 1929

SURVEY DATUM ADD 1.02 FEET.

6. UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE BASED UPON

SURFACE STRUCTURES VISIBLE ON THE DATE OF FIELD SURVEY. LOCATION

OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATION

SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE

ENCOUNTERED. ALL SUBSURFACE UTILITY LOCATIONS SHOULD BE VERIFIED

AND FIELD MARKED BY APPROPRIATE UTILITY AUTHORITY PRIOR TO

EXCAVATION/CONSTRUCTION. ANY DEVIATION IN LOCATION OF UTILITIES

SHOULD BE REPORTED TO SURVEYOR AND ENGINEER PRIOR TO

CONSTRUCTION.

7. PQ IS LOCATED IN ZONE X OF THE FEMA FLOOD INSURANCE RATE MAP

COMMUNITY PANEL 340187 0005 D DATED AND REVISED JANUARY 3, 1997.

FLOODWAY DETERMINED FROM FEMA MAPPING.

SPECIAL NOTES:

1. SOIL EROSION AND SEDIMENT CONTROL MEASURES AS

APPROPRIATE TO BE INSTALLED BEFORE BEGINNING

DEMOLITION WORK.

2. ALL WORK WITHIN THE COUNTY RIGHT-OF-WAY TO MEET THE

STANDARDS OF ESSEX COUNTY.

3. CONTRACTOR TO OBTAIN APPROPRIATE COUNTY PERMITS

BEFORE BEGINNING WORK IN COUNTY RIGHT-OF-WAY.

4. ANY UNDERGROUND STORAGE TANKS TO BE REMOVED AS PER

LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS.

5. TERMINATION AND CAPPING OF EXISTING UTILITY LINES TO BE

DONE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH

UTILITY ENTITY.

6. EXISTING WATER SERVICES TO BE REMOVED ARE TO BE

CAPPED AT THE MAIN - THE SERVICE IS TO BE CAPPED

IMMEDIATELY AFTER THE CORPORATION STOP AND THRUST

BLOCK CONSTRUCTED.

7. CONTRACTOR TO EXCAVATE TEST PITS OR OTHER APPROVED

TECHNIQUES TO DETERMINE IF THERE ARE ANY WATER

SERVICE LINES TO THE FORMER CIDER HILL BUILDING. ANY

SERVICES FOUND ARE TO BE CAPPED AND REMOVED AS IN

NOTE #6 ABOVE.

8. IF ANY WELLS ARE ENCOUNTERED DURING THE DEMOLITION

OR CONSTRUCTION PHASES OF THE PROJECT ARE TO BE

ABANDONED IN ACCORDANCE WITH N.J. DEP REQUIREMENTS.

9. EXISTING SANITARY LATERAL PIPES FOR THE EXISTING

BUILDINGS SHALL BE LOCATED AND CAPPED AT THE MAIN. ANY

LENGTHS OF LATERAL PIPING SHALL BE REMOVED FROM THE

SITE. IF SUCH PIPING IS ASBESTOS-CEMENT PIPE, SPECIAL

NJDEP HANDLING PROCEDURES MUST BE OBSERVED.

SITE DEMOLITION NOTES

1. THE INTENT OF THE PROJECT IS TO REMOVE EXISTING CONCRETE

SIDEWALK, PAVER STONES, BITUMINOUS PAVEMENT, STRUCTURAL BUILDING ELEMENTS, TREES, SOIL, VEGETATION, ROCK (BEDROCK AND/OR BOULDERS, ET AL), AND OTHER EXTRANEOUS FEATURES TO PROVIDE FOR NEW BUILDINGS SITE AMENITIES SUCH AS BUILDING STRUCTURES, NEW CONCRETE SIDEWALK, PAVER BLOCK AREAS, RETAINING WALLS, DRIVEWAYS, AND OTHER IMPROVEMENTS. THESE NOTES ARE ONLY TO PRESENT GENERALIZED GUIDANCE IN THAT THE CONTRACTOR IS TO FOLLOW ALL JURISDICTIONAL PROCEDURES WITH REGARD TO

CONSTRUCTION TECHNIQUES AND THE SAFETY OF THE GENERAL PUBLIC AND HIS OR HER WORKERS.

2. THE CONTRACTOR IS TO INSTALL SOIL EROSION AND SEDIMENT CONTROL FEATURES BEFORE BEGINNING THE DEMOLITION WORK AND IS TO MAINTAIN AND ADJUST THOSE FEATURES AS NECESSARY FOR THE DURATION OF THE PROJECT.

3. THE CONTRACTOR IS ADVISED THAT THE OWNER MAY WISH TO SALVAGE EXISTING PAVER STONES AND OTHER STREETSCAPE FEATURES AND THE CONTRACTOR SHOULD MINIMIZE DAMAGE AND BREAKAGE TO THESE ITEMS AS THEY ARE REMOVED. PYROTECHNICS SHALL NOT BE USED FOR ANY DEMOLITION OR CONSTRUCTION WORK.

4. THE CONTRACTOR IS TO FOLLOW ALL APPLICABLE LOCAL, STATE, AND FEDERAL RULES AND REQUIREMENTS (INCLUDING OSHA) WITH REGARD TO SAFETY, WORK CONDITIONS, AND SO FORTH.

5. WHERE A PORTION OF CONCRETE SIDEWALK IS TO BE REMOVED IT SHALL BE SAW CUT STRAIGHT AND TRUE. CONCRETE RUBBLE IS NOT TO BE STORED ON-SITE AND SHOULD BE RECYCLED TO THE MAXIMUM EXTENT POSSIBLE. 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MINIMIZE

THE INADVERTENT SPILLOVER OF DEMOLITION AND CONSTRUCTION DEBRIS ONTO AREA ROADWAYS AND ADJACENT PROPERTIES. ANY SUCH SPILLOVER IS TO BE CLEANED UP IMMEDIATELY AND ANY DAMAGE TO OTHER

PROPERTIES AND STRUCTURES IS TO BE REPAIRED IMMEDIATELY TO AN EQUAL OR BETTER CONDITION. CONTRACTOR IS TO MAINTAIN REQUIRED INSURANCE COVERAGE IN THE EVENT OF SUCH SITUATIONS.

7. DUST GENERATION IS TO BE MINIMIZED--THE CONTRACTOR MAY USE WATER SPRAYERS, ENCLOSURES, FILTERS, OR OTHER APPROPRIATE MEANS TO CONTROL DUST AND DEBRIS. ADJACENT STRUCTURES AND FACILITIES THAT GET COATED WITH DUST AND/OR DEBRIS MUST BE CLEANED DAILY. 8. THE CONTRACTOR IS TO MAINTAIN OPEN WALKWAYS AS MUCH AS

PRACTICAL, HOWEVER, THE CONTRACTOR SHALL WORK WITH THE OWNER, MUNICIPAL ENGINEERING, PUBLIC WORKS, POLICE, AND FIRE DEPARTMENTS TO PROVIDE ALTERNATE PATHWAYS AND DETOURS AS MAY BE NECESSARY TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC AS DESCRIBED IN THE

TRAFFIC AND PEDESTRIAN SAFETY NOTES FOUND ELSEWHERE ON THESE

PLANS.

9. ALL UTILITY CONNECTIONS SHOWN HEREON ARE APPROXIMATE BASED UPON SURFACE STRUCTURES VISIBLE ON THE DATE OF THE FIELD SURVEY. LOCATION OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. ALL SUBSURFACE UTILITY LOCATIONS SHOULD BE VERIFIED AND FIELD MARKED BY THE APPROPRIATE UTILITY AUTHORITY PRIOR TO EXCAVATION AND/OR CONSTRUCTION. ANY DEVIATION IN LOCATION, DEPTH, OR SIZE OF UTILITIES SHOULD BE REPORTED TO THE SURVEYOR AND ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS TO USE THE “CALL-BEFORE-YOU-DIG” SYSTEM (1-800-272-1000 OR 811) IN CONJUNCTION WITH EXPLORATORY TEST PITS OR OTHER MEANS OF UNDERGROUND EXAMINATION.

10.THE CONTRACTOR IS TO WORK WITH ALL UTILITY ENTITIES WITH REGARD TO PROTECTING, ADJUSTING, ELEVATING OR LOWERING VALVE COVERS, UTILITY ACCESS BOXES, MANHOLE CASTINGS, AND OTHER APPURTENANCES. IF NECESSARY, TO TEMPORARILY SHUT OFF UTILITY SERVICE THE

CONTRACTOR SHALL WORK CLOSELY WITH THE AFFECTED UTILITY COMPANY WITH REGARD TO PROPER PROCEDURES AND NOTIFICATION REQUIREMENTS. IF UTILITY SERVICE NEEDS TO BE SHUT OFF FOR AN EXTENDED TIME THE CONTRACTOR MAY BE REQUIRED TO PROVIDE ALTERNATE SERVICE TO THE AFFECTED PARTIES.

11.EXISTING UTILITIES THAT ARE TO BE ABANDONED ARE TO BE REMOVED IN THEIR ENTIRETY AND CUT OFF AND CAPPED AT THE SOURCE (SUPPLY MAIN, POWER POLE, ETC.) UNLESS DIRECTED OTHERWISE IN WRITING BY THE RESPECTIVE UTILITY AUTHORITY. TERMINATION AND CAPPING OF EXISTING UTILITIES SUBJECT TO THE REVIEW AND REQUIREMENTS OF THE MUNICIPAL ENGINEER, CONSTRUCTION CODE OFFICIAL, OTHER GOVERNMENT AGENCIES, UTILITY AUTHORITIES, PRIVATE SUPPLIERS, OR OTHER JURISDICTIONS AS APPROPRIATE.

12.EXTRA CARE IS TO BE TAKEN TO PREVENT DAMAGE TO EXISTING STORM DRAINAGE PIPE AND STRUCTURES, MANHOLES, SANITARY SEWERS, AND ALL OTHER UTILITIES THAT ARE TO REMAIN AND/OR POSSIBLY REPURPOSED FOR THE PROJECT. EXTRA CARE SHALL BE TAKEN PROTECT ALL ABOVE AND UNDERGROUND UTILITIES. TREES TO REMAIN SHALL BE PROTECTED BY CONSTRUCTION FENCING AS PER SOIL EROSION AND SEDIMENT CONTROL REQUIREMENTS. CONSTRUCTION MACHINERY IS NOT TO BE DRIVEN OVER ROOT SYSTEMS NOR IS MACHINERY, EQUIPMENT, OR CONSTRUCTION MATERIAL TO BE STORED ON TOP OF ROOT SYSTEM OR AGAINST TREE TRUNKS AND CANOPIES. SOIL IS NOT TO BE REMOVED FROM ABOVE ROOT SYSTEMS NOR IS SOIL TO BE STOCKPILED OVER ROOT SYSTEM.

13.AT THE END OF EACH WORKDAY THE DEMOLITION/CONSTRUCTION AREA SHALL BE DRESSED UP AND PROTECTED FROM UNAUTHORIZED ENTRY. IF THE STAGE OF THE WORK NECESSITATES A COMPLETE CLOSING OF THAT PORTION OF THE SIDEWALK, THE CONTRACTOR SHALL PROVIDE COMPLETE SIGNAGE, BARRICADES, FLASHING LIGHTS, AND OTHER MEANS TO SAFELY DIRECT PEDESTRIANS AROUND THE WORK AREA.

14.THE CONTRACTOR IS TO PLACE AN APPROVED GROUND ANCHORED CONSTRUCTION FENCE (CHAIN LINK OR EQUIVALENT) AROUNDTHE ACTIVE PROJECT SITE WITH LOCKABLE GATES. FENCE IS TO BE MAINTAINED AND ADJUSTED AS NECESSARY DURING CONSTRUCTION.

****

SOIL EROSION AND SEDIMENT

CONTROL DEVICES TO BE IN PLACE

BEFORE DEMOLITION BEGINS AND

THE LOCAL SOIL CONSERVATION

DISTRICT TO BE NOTIFIED 72 HOURS

IN ADVANCE OF ANY WORK.

POST CAP

TENSION BAND

TENSION BAR

CORNER/END POST

PRE INSERTED

FABRIC SLOTS

TENSTION WIRE

CONSTRUCTION FENCE WITH SCREENING DETAIL

NTS

FENCING BASE

6-FT MAX

NOTE:

CONSTRUCTION FENCE TO BE INSTALLED ON THE

PROPERTY/LIMIT OF WORK LINE. SEDIMENT CONTROL FENCE

WILL BE INSTALLED INSIDE THE CONSTRUCTION FENCE

PHASE II ACCESSIBLE PARKING PLAN

PHASE 2

(4)

Deed North

Inlet

CHATHAM ROAD

(50' WIDE R.O.W.)

ROAD

(50' WIDE R.O.W.)

N 84°10'21" W

35.64' Deed

S 11°46'30" E

38.39'

N 10°48' W

192.78'

N 35°11'40" W136.99'

N 25°17'04" E

69.71'

35.32' Survey

Utility

Pole

14.84'

14.93'

2 Story

Brick

Building

(Medical)

St #85

Bituminous Drive

WOODLAND

L=37.56'

R=20.00'

L=62.83'

R=20.00'

L=8.37'

R=20.00'

L=64.12'

R=37.00'

L=18.23'

R=20.00'

2.67' 2.74'

15.41'

TAX LOT 107

TOWNSHIP OF MILLBURN

TAX LOT 77

TAX LOT 76

HARTSHORN

ARBORETUM

7 Parking Spaces

3 Parking Spaces

23 Parking Spaces

Bituminous Drive

12.16'

Bituminous Walkway Inlet

Light

Pole

Light

Pole

Light

_Pole

Light

Pole

Light

Pole

EASEMENT FOR POLES &

OVERHEAD WIRES TO

JCP&L CO. DB X98 PG. 138

Lawn

Area Walk

FLOOD HAZARD AND FLOODWAY LIMIT

202.96bc 203.24bc 203.89bc 204.22bc 205.21bc 206.15bc 203.08bc 203.25bc 203.51bc 203.91bc 204.21bc 205.05bc 206.18bc 207.35bc 202.51bc 204.18bc 194.89bc 190.76bc 187.39bc 188.56bc 205.25bc 198.61bc 194.69bc 192.35bc 189.36bc 187.26bc 203.16tc 203.53tc 204.00tc 204.01tc 204.00tc 204.31tc 205.42tc 206.27tc 206.41tc 206.53tc 199.07tc 202.62tc 204.29tc 195.10tc 191.05tc 187.66tc 188.85tc 203.73bc 203.82bc 206.24bc 206.36bc 207.14bc 206.92bc 202.44bc 201.15bc 198.83bc 203.47 203.77 204.13 204.30 205.10 206.64 208.00 207.37 206.60 202.17 196.09 192.85 188.91 186.92 205.56 203.51 FF=189.60 FF=199.09 FF=189.65 FF=189.64 203.80 Grate 200.45 IE.12" 197.61 Grt 186.09 Grt 181.63 IE.18"(N/S) Inlet 204.34tc Inlet 198.13tc 186.61tc 203.80 Grt 200.45 IE.12" Tele.MH 203.72 Rim MH 203.28 Rim 198.10 IE.18"(E) _{198.03 IE.18"(W)} MH 204.23 Rim 201.33 IE.12"(W) 199.93 IE.12"(NE) 199.33 IE.12"(S) 199.24 IE.18"(NW) MH 204.39 Rim MH 204.03 Rim 196.81 IE.8"(S) 197.55 Rim 190.13 IE.24"(N) 189.90 IE.24"(S) MH 194.94 Rim 187.90 IE.8"(N) 187.14 IE.8"(E) 186.79 IE.8"(S) MH 190.21 Rim 182.66 IE.8"(N) 182.56 IE.8"(S) MH 190.12 Rim 183.48 IE.24"(NE) 183.47 IE.24"(SW) Light Pole

CLUMP

19

15

10

26 8"7"

9"8"

7

15

6

4

7

6

7

16

12

4

5

6

17

13

4

19

6

4

15

4

5

9

5

10

7

10

7

22

7

15

8

7

6

11

38 ₅

4

7

8

4

7

6

4

9

4

11

5

11

8

4

24

25

6

9

193.46bw 193.37bw 187.71bw 187.09bw 181.40bw 181.71bw 183.19bw 183.43bw 183.34bw 190.01bw 187.56bw 186.77bw 185.41bw 186.69bw 186.44bw

186

187

188

189

186

187

188

186

187

188

189

188

189

190

191

192

193

194

195

196

197

198

199 200 201 202

203

204

205

206

207

195

196

197

198

199

200

201

202

203

204

205

206

190

191

192

193

194

189

190

191

192

191

192

193

194

195

196

197

196 Light

Pole

Light

Pole

Sign

Light

Pole

Guide Rail W/W

Sign

Curb 4.26'Over West Curb 1.33'cl. East Curb 1.15'cl. East Wall 1.19'In Street Wall 3.49'In Street Wall 4.63'In Street Wall 2.60'In Street Rail 1.63'In Street Curb 0.06'Over South Curb 0.25'Over South Curb 0.98'cl. West Curb 2.70'cl. West

12" Sewer Pipe

Pipe

8" Sanitary Sewer Pipe Storm Sewer Pipe

FLOOD HAZARD AND FLOODWAY LIMIT

RIPARIAN ZONE LIMIT

50'

Sign

12" Sewer

200

190 Un-Named Tributary Of Van Winkles Brook

Point Of

BEGINNING

Fire Hydrant (Typical)

Property Line

Bituminous Path

190.55

190.5

190.4

190.55

190.45

190.1 REMOVE

EXISTING

PAVEMENT

& CURBS

(TYPICAL)

REMOVE EXISTING STRUCTURES,

UTILITIES, AND FOUNDATIONS

(TYPICAL)

REMOVE INLETS, DRAINAGE

STRUCTURES, & PIPES

(TYPICAL)

REMOVE

EXISTING

PAVEMENT

& CURBS

(TYPICAL)

REMOVE

EXISTING

PAVEMENT

& CURBS

(TYPICAL)

190.1

190.2

190.2 BUILDING

PHASE I

LIMIT OF

BUILDING

LIMIT OF

PHASE I

PHASE I-TO BE COMPLETED:

THE BUILDING, PARKING LOT,

DRAINAGE STRUCTURES AND ALL

RELATED ACTIVITIES WILL REMAIN

UNDISTURBED EXCEPT FOR

REQUIRED TIE-IN TO PHASE II.

EXISTING

PIPE &

INLET TO

REMAIN

PROPOSED CONSTRUCTION

SAFETY FENCE W/ SEDIMENT

CONTROL FILTER FENCE

INSIDE (TYPICAL)

L:\2016\11611\1161112\AUTOCAD\1161112.DEMO PLAN.DWG

06/03/20 10:34:07AM, camaral, LAYOUT:3.1 PHASE II DEMO

JOB NO. SCALE

DWG.NO.

MAP NO. FIELD BOOK

DRAWN BY

973-379-3280 Fax:973-379-7993

258 Main Street, PO Box 191

Millburn, New Jersey 07041

DATE

CHK. BY REFERENCE

XREFS: 1161112.TOPO SURVEY

FLAT FILE .No.:

PHASE II

DEMOLITION PLAN

CHATHAM ROAD & WOODLAND ROAD

TAX LOTS 72, 73, 74 & 75, BLOCK 1904

TOWNSHIP OF MILLBURN

ESSEX COUNTY, NEW JERSEY

MICHAEL T. LANZAFAMA

06-01-2020 30084

1080501/830720

MTL

CFA

578 FILE

1160318

1"= 20'

3.1

0 Scale: 1"= 20'

10

20

40

60

80 NOTES

1. PQ BEING LOT 72, IN BLOCK 1904, AS SHOWN ON TOWNSHIP OF MILLBURN TAX

MAPS.

2. LOT AREA = 38,391 SF. OR 0.8813 AC.

3. BUILDING FOOTPRINT AREA = 5,391 S.F.

4. PARKING: 64 TOTAL STRIPED SPACES (64 STANDARD AND 0 HANDICAP).

5. ELEVATIONS SHOWN HEREON ARE BASED UPON N.A.V.D. 1988 SURVEY DATUM

AS DETERMINED BY RAPID STATIC GPS. TO CONVERT TO N.G.V.D. 1929

SURVEY DATUM ADD 1.02 FEET.

6. UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE BASED UPON

SURFACE STRUCTURES VISIBLE ON THE DATE OF FIELD SURVEY. LOCATION

OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATION

SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE

ENCOUNTERED. ALL SUBSURFACE UTILITY LOCATIONS SHOULD BE VERIFIED

AND FIELD MARKED BY APPROPRIATE UTILITY AUTHORITY PRIOR TO

EXCAVATION/CONSTRUCTION. ANY DEVIATION IN LOCATION OF UTILITIES

SHOULD BE REPORTED TO SURVEYOR AND ENGINEER PRIOR TO

CONSTRUCTION.

7. PQ IS LOCATED IN ZONE X OF THE FEMA FLOOD INSURANCE RATE MAP

COMMUNITY PANEL 340187 0005 D DATED AND REVISED JANUARY 3, 1997.

FLOODWAY DETERMINED FROM FEMA MAPPING.

SPECIAL NOTES:

1. SOIL EROSION AND SEDIMENT CONTROL MEASURES AS APPROPRIATE TO BE INSTALLED BEFORE BEGINNING DEMOLITION WORK.

2. ALL WORK WITHIN THE COUNTY RIGHT-OF-WAY TO MEET THE STANDARDS OF ESSEX COUNTY.

3. CONTRACTOR TO OBTAIN APPROPRIATE COUNTY PERMITS BEFORE BEGINNING WORK IN COUNTY RIGHT-OF-WAY.

4. ANY UNDERGROUND STORAGE TANKS TO BE REMOVED AS PER LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS.

5. TERMINATION AND CAPPING OF EXISTING UTILITY LINES TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH UTILITY ENTITY.

6. EXISTING WATER SERVICES TO BE REMOVED ARE TO BE CAPPED AT THE MAIN - THE SERVICE IS TO BE CAPPED IMMEDIATELY AFTER THE

CORPORATION STOP AND THRUST BLOCK CONSTRUCTED.

7. CONTRACTOR TO EXCAVATE TEST PITS OR OTHER APPROVED TECHNIQUES TO DETERMINE IF THERE ARE ANY WATER SERVICE LINES TO THE

FORMER CIDER HILL BUILDING. ANY SERVICES FOUND ARE TO BE CAPPED AND REMOVED AS IN NOTE #6 ABOVE.

8. IF ANY WELLS ARE ENCOUNTERED DURING THE DEMOLITION OR CONSTRUCTION PHASES OF THE PROJECT ARE TO BE ABANDONED IN ACCORDANCE

WITH N.J. DEP REQUIREMENTS.

9. EXISTING SANITARY LATERAL PIPES FOR THE EXISTING BUILDINGS SHALL BE LOCATED AND CAPPED AT THE MAIN. ANY LENGTHS OF LATERAL PIPING

SHALL BE REMOVED FROM THE SITE. IF SUCH PIPING IS ASBESTOS-CEMENT PIPE, SPECIAL NJDEP HANDLING PROCEDURES MUST BE OBSERVED.