T o w n s h i p O f L i v i n g s t o nN 3

5°5

0' E

Dee

d 2

26.0

6'

N 3

6°0

5' E

Sur

vey

S O U T H O R A N G E A V E N U E

33.17'

Exist. 10' WideSan. SewerEasement

20' Wide Sanitary Sewer Easement

15' D

rain

age

Ease

men

t

S 3

0°1

5' W

Lot

27

N 3

6°0

5' E

S 59°45' E

N 57°42'40" W

227.2

4'

(75' WIDE R.O.W.)

957.62'

77.6

4' M

ap77.8

0' S

urve

y

Map Of Clive Hills EstatesFiled 12-18-1963In Case # 2741

924.55'

Lot 1

Lot 2

BLOCK 4602

Lot 3 Lot 4 Lot 5

Lot 6 Lot 7 Lot 8

Lot 9

170.00'

N 3

0°1

5' E

170.00'N 59°45' W

51.6

0'

BLO

CK

4502

Lot

35

Lot

34

Point OfBEGINNING

Lot 2.01(Exception)

(NOT PART OFTHIS PROJECT)

BrookBrook

Canoe Brook

Tributary No. 1

Dwelling

Dwelling DwellingDwelling

DwellingDwelling Dwelling

Dwelling

Dwelling

Pool

Pool

75.1

2'

65.9

6'

22.98'

23.8

2'

24.6

6'

One StoryBlock &Brick

Dep. CurbDep. Curb

RampH.C

. Ra

mp

AC Unit

PLAYAREA

REFUSEAREA

PAVED

Pole

Sign

LightSign

Pole

ExistingBollard TypeLight Fixture(Typical)

Pole W/LightNo Wires

Light PoleW/UndergroundWires

Light Pole W/UndergroundWires

Light PoleNo Service

Utility LightPole W/OverheadWires

Utility LightPole W/OverheadWires

Guywire

Fire

Hyd

rant

FireHydrant

258

257

256

255

254

253

252

251

250

249

248

247

246

245

244

243

242

241

240

239

23823

7

236

235

234

233

232

231

251

2502492482

47246

244

243

242

241

240

239

238237

236

235

234

233

232

267

266

265264

263

262261260259258

2572

56

255

254

253252

243242

241

240

239

238

237

2672662

652

6426326226126025

9258

257

256

222221

224

223

226225

228227 229

230

231

232 236235234233

237236

238239

240 241 242 243 244245

246247

230

228

232

234

236

238

240

242

244246

248

250

252

254

250

268

269

270

270

269

268

267

266

265

264

263

262

261

260

259

230

253

249

249

249

247245243

243

241

239

237

237

235

231229

Bottom of Bank

Bottom of Bank

Top of Bank

State OpenWaters Marker (Typ.)

6' x 14' BoxExist. Culvert

WATE

RM

ETER

PIT

Tran

.

8" Sanitary Sewer Pipe

8" Sanitary Sewer Pipe

8" S

anita

ry S

ewer

Pipe

C/O

G/VAbandoned 4" Sanitary Sewer Conn.

Exist. 8" Watermain (Approx.Loc.)

Exist. 30" Gas Main (Approx.Loc.)

Exist. 8" Sanitary Sewer Pipe (Approx.Loc.)

Exist. Storm Sewer Pipe (Approx.Loc.)

RBL-1

RBL-2

RBL-3

RBL-4

RBL-5

RBL-6

RBL-7 RBL-8

RBL-9

RBL-10RBL-11

RBL-12

RBL-13

RBL-14 RBL-15

146.8

0'

208.3

2'

FHL-1

FHL-2

FHL-3

FHL-14 FHL-15

FHL-16

FHL-17 FHL-18 FHL-19

FHL-20FHL-21

FHL-22FHL-23

FHL-24

FHL-25FHL-26

FHL-27

FHL-28

FHL-1

3

FHL-12FHL-11

FHL-

10

FHL-9FHL-8

FHL-

7FH

L-6

FHL-5 FHL-4

Exis

t. 1

2" M

ain

(LW

D)

Exis

t. 1

6"

Com

mon

wea

lth W

ater

mai

n (A

ppro

x.Lo

c.)

30"

R.C

.P.

15" R.C.P.

12" R.C

.P.

Exis

t. 1

5" P

ipe

Exis

t. 6

" Pip

e

30"

R.C.P

.

15" R.C

.P.

33.07'

Rev

ised

Map

Of S

outh

Ora

nge

Esta

tes

File

d5-2

1-1

970

In C

ase

# 3129

TAD

DEO

, PE

TER M

. &

PIA

HALA

BAN,

GABRIE

L &

CLA

UD

IABUTL

ER, J.

&H/H

ART,

M

ROBERT M.JEAN E. REED

SUSAN STEINBERGLAWRENCE &SANDRA WEIN

LEONARD &ROSALIE RUBIN

FICH, ELIEZER &RAQUEL BENBUNAN

JOHN & PEGGI CZINGERRICHARD B. GOLDSMITH &BARBARA S. GOLDSMITH

DONALD WENER

DENISE HOOTEN &RAYMOND HALLOWAY

207.3

6'

W H

I T

E O

A K

R I D

G E

R

O A

D

(66' R

.O.W

.)

N 30°30'15" E

240.19'

PROPOSED

TAX LOT 1.02

96,297 SF / 2.21 AC

527.42'

406.96'

357.09'373.79' S 59°45'00" E

174.00'

33.36'

PROPOSED

TAX LOT 1.01

89,914 SF / 2.06 AC

EXISTING TREES

TO BE REMOVED

(TYPICAL)

EXISTING TREES

TO REMAIN (TYPICAL)

EXISTING BILLBOARD

TO BE REMOVED

PREVIOUSLY DISTURBED AREA

FROM SINGLE FAMILY

HOUSE, DRIVEWAY, SHEDS, ETC.

191.09'

35

.0

0'

54

.5

'

78.0'

H/C SIGNS

PROP. RETAINING WALL

W/4-FT HIGH SAFETY FENCE

PROP. 5-FT WIDE

6-FT LONG CONC.

HANDICAP RAMP

PROP.

H/C SIGNS

1

0

'R

8'

8'

8'

9'

(TYP.)

18

'2

4'

5.0' WIDE

CONCRETE

SIDEWALK

4'

PROPOSED 25' WIDE

SANITARY SEWER EASEMENT

HO

US

E O

F W

OR

SH

IP

17 PARKING SPACES

15 PARKING SPACES

15 PARKING SPACES

13

P

AR

KIN

G S

PA

CE

S

13

P

AR

KIN

G S

PA

CE

S

12

P

AR

KIN

G S

PA

CE

S

88.00'

15 PARKING SPACES

15 PARKING SPACES

397.13

17 PARKING SPACES

10

'R

18

'2

4'

18

'

18

'2

4'

18

'

24'

PR

OP

OS

ED

P

L

213.83'

18' 18'

2

0

'

18

'

24'

24' 18'

20'

PROP. REFUSE

AREA

9'

(TYP.)

9'

(T

YP

.)

8' 8' 8'8'8'5'8'

9'

(T

YP

.)

PROPOSED FULL

DEPTH PAVEMENT

NEW CONSTRUCTION IN

AREA OF PREVIOUS LAWFUL

DISTURBANCE - AREA = 2,292 S.F.

PROPOSED FULL

DEPTH PAVEMENT

EXISTING PAVEMENT

TO BE REMOVED

TOP SOIL & SEED

5.0' WIDE

CONCRETE

SIDEWALK

PROPOSED SANITARY

FORCE MAIN

PROPOSED SANITARY

PUMP STATION

P

R

O

P

. G

R

A

V

IT

Y

S

A

N

IT

A

R

Y

S

E

W

E

R

PROP. GRAVITY

SANITARY SEWER

CAP EXISTING

SANITARY PIPE

REVISIONS

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

FL

AT

F

IL

E .N

o.:

CONCEPTUAL

SITE PLAN 2

650 SOUTH ORANGE AVENUE

TAX LOT 1.01 BLOCK 7001

TOWNSHIP OF LIVINGSTON

ESSEX COUNTY, NJ

05-27-2016

990575 MTL CFA

446/2769 340-6

1060304 1"= 30'

1

(12 UNIT BUILDING)

New Jersey Professional Engineer/Land Surveyor No.

New Jersey Professional Planner No.

MICHAEL T. LANZAFAMA

30084

03503

NOTES:

1. TOTAL TRACT AREA = 186,211 SF. OR 4.275 AC.

2. ELEVATIONS BASED UPON NAVD 1988 SURVEY DATUM. ADD 0.98' TO OBTAIN N.G.V.D. 1929

SURVEY DATUM.

3. 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.

4. THE STATE OPEN WATERS LINE SHOWN HEREON WAS DELINEATED BY ENVIRONMENTAL

TECHNOLOGY INC., CHESTER, N.J.

5. THE 150' RIPARIAN LINE IS BASED ON THERE BEING POTENTIAL HABITAT FOR THREATENED

AND ENDANGERED SPECIES WITHIN ONE MILE OF THE PROJECT PROPERTY. IN

CONSULTATION WITH THE NJDEP's DIVISION OF LAND USE REGULATION.

6. PROPERTY MARKERS HAVE NOT BEEN SET PER WRITTEN CONTRACTUAL AGREEMENT.

7. ALL OR A PORTION OF THIS SITE LIES IN A FLOOD HAZARD AREA. CERTAIN ACTIVITIES IN

FLOOD HAZARD AREAS ARE REGULATED BY THE NEW JERSEY DEPARTMENT OF

ENVIRONMENTAL PROTECTION AND SOME ACTIVITIES MAY BE PROHIBITED ON THIS SITE OR

MAY FIRST REQUIRE A PERMIT. CONTACT THE DIVISION OF LAND USE REGULATION AT

609-292-0060 FOR MORE INFORMATION PRIOR TO ANY CONSTRUCTION ONSITE.

8. ZONING TABLE BASED ON TOWNSHIP OF LIVINGSTON ORDINANCE NO. 37-2010.

OWNERS/APPLICANT:

TMB PARTNERS, L.L.C.

16 MICROLAB ROAD

LIVINGSTON, NJ 07039

TELE: 973-992-2443

FAX: 973-992-1822

Scale: 1"= 30'

0 15 30 60 90 120

LIVINGSTON SITE DATA:

LOT 1.01

PROVIDED

LOT AREA

2.06 ACRES

(89,914 SF)

R.O.W. SETBACK

WHITE OAK RIDGE

SOUTH ORANGE

22.98 FT

23.82 FT

SIDE SETBACK

213.83 FT

REAR SETBACK

65.96 FT

BUILDING COVERAGE12,075 SF

(13.43%)

LOT COVERAGE62,550 SF

(69.57%)

BUILDING HEIGHT

1 STORY

LIVINGSTON SITE DATA:

LOT 1.02

PROVIDED

LOT AREA

2.21 ACRES

(96,297 SF)

R.O.W. SETBACK

35.00 FT

SIDE SETBACK

88.00 FT

REAR SETBACK

153.73 FT

BUILDING COVERAGE4,170 SF

(4.33%)

LOT COVERAGE13,240 SF

(13.75%)

BUILDING HEIGHT

(AFFORDABLE HOUSING)

38 FT/ 3 STORIES