PRELIMINARY & FINAL SITE PLAN
PROPOSED MIXED-USE BUILDING
No. 347-351 WEST CLAY AVENUE WEST

R -4

LOTS No. 1 & 2, BLOCK No. 307
TAX MAP SHEET No. 3
BOROUGH OF ROSELLE PARK

UNION COUNTY

NEW JERSEY

LIST OF PROPERTY OWNERS WITHIN 200' RADIUS
BLOCK & LOT

PROPERTY LOCATION

9

414 SEATON AYE

POSSO, JORGE A & DlANNA I
414 SEATON AYE
ROSELLE PARK, NJ 07204

210

10

410 SEATON AYE

POSSO, JORGE A & DlANA I
414 SEATON AYE
ROSEl.lE PARK, NJ 0720+

210
210

11
12

211

214
214

400 SEATON AYE
435 WESTFIELD AVE

214
214

408 SEATON AYE

108-112 FAITOUTE AVE
2

3
4

112 FAITOUTE AVE
110 FAITOUTE AYE
108 FAITOUTE AVE

BLOCK & LOT
J05

MARTINEZ, HERNANDO & TERAN, El.SY
408 SEATON AYE
ROSEl..lE PARK, NJ 07204

9
6

7

8

2

@)

OUTDOOR SYSTEMS, INC.

185 U.S. HIGHWAY 46
FAIRFIELD, NJ 07004

5

305
305
305
JOS

405 WESTflELD AYE
323 FAITOUTE AYE

2
3
4

356 SEATON AVE
352 SEATON AYE
348 SEATON AYE

3

10

5

SIGNATURE HOUDINGS, LLC
100 FAITOUTE AYE
ROSELLE PARK, NJ 07204

8

'

SIGNATURE REAL ESTATE, UC

100 FAITOUTE AVE
ROSELLE PARK, NJ 07204
YENTURO, ROBERT M
100 FAITOUTE AYE
ROSELLE PARK, NJ 07204

@

6

DIXON, KAREN M
410 WEST WEBSTER AYE
ROSELLE PARK, NJ 07204

J05

6

340 SEATON AYE

J/li!KOWSKI, DEAN & f.lARY
340 SEATON AYE
ROSELLE PARK, NJ 07204

ELIZABETHTOWN GAS COMPANY
ENGINEERING DEPT.
520 GREEN LANE
UNION, NJ 07083

UC PLANNING BOARD
AOMIN. BUIUDING
ELIZABETHTOWN PLAZA
ELIZABETH, NJ 07207

CONRAIL
PROPERTY TAX DEPT.
P.O. BOX 8500-4450
PHILAOEUPH� PA 19178-4450

PUBLIC SER\llCE ELECTRIC & GAS CO.
STEI/EN J. KaUEY, DMSION MANAGER
909 WEST GRAND ST.
ELIZABETH, NJ 07207

RAHWAY VALUEY SEWAGE AUTHORITY
1050 EAST HAZLEWOOD AVE.
RAHWAY, NJ 07065

LOT 1
PAUL W. MINITEW
351 WEST CLAY AVENUE
ROSELLE PARK, NJ 07204
LOT 2
JOSEPH GRAZIO
347 WEST CLAY AVENUE
ROSELLE PARK, NJ 07204

APPLICANT
WEST CLAY ASSOCIATES LLC
94 HILLCREST DRIVE
CLARK, NJ 07066

333 W CLAY AVE

LUCERO, LAURA K.
333 W CLAY AYE
ROSELLE PARK, NJ 07204

309

2

329 W CLAY AVE

SHAW, MICHAEL & CESPEOES, MIR,IM
329 W CLAY AYE
ROSELLE PARK, NJ 07204

361 WEST WESmELD

SIGNATURE HOLDINGS, LLC
100 FAITOUTE AYE
ROSELLE PARK, NJ 07204

354 W CLAY AVE.

SIGNATURE REAL ESTA1E, LLC

3

357 W WESlflELO AVE

l=c1a·
f2 o!

J09

4.03

W WESTFIELD AYE

CHURCH OF THE ASSUMPTION
133 CHIEGO PLACE
ROSELLE PARK, NJ 07204

4

REAR SEATON AVENUE

CONSOLIDATED RAIL CORP.-TAX DEPT

-a

WEST CLAY AVENUE (60' R.O.W.)

�<o
'-'--

<Oo

5

6

8

7

4

9

f"tt;-

3000

@

5

4

(o

MOONTAINSIDE

KI!tl1"1RTH

��
�

SCOT<>
PUIHS
0

SOMERSET
0

28

FANWOOD

"'

"'"""

"'

CRANFOID

'"

z

�
0
�

•<

OROSEll.E

UHDE>!
0

135

HEW ""'
(STATEN ISLAND)

PI.NHFJEI.O

SIGNATURE HOLDINGS, LLC

CHURCH OF THE PSSUMPTION

4

lO<JHG
RESERV.

ti
"'
0::

6

MI D DLESEX
COUNTY

UNION COUNTY KEY MAP
N.T.S.

133 CHIEGO Pl.ACE
ROSELLE PARK, NJ 07204

P.O. BOX 8499
PHILAOELPHL', PA 19101

3000

5

REAR SEATON AVENUE

CONSOLIDATED RAIL CORP.-TAX DEPT
P.O. BOX 8499
PHILAOELPH�. PA 19101

3000

6

REAR SEATON AYENUE

CONSOLIDATED RAIL CORP.-TAX DEPT
P.O. BOX 8499
PHILAOELPH� PA 19101

3000

7

WEST CLAY AYE

CONSOLIDATED RAIL CORP.-TAX DEPT
P.O. BOX 8499
PHILAOELPH� PA 19101

7

RAHWAY

100 FAITOUTI AVE
ROSELLE PARK, NJ 07204

W WESTFIELD AVE

3

0

22

100 FAITOUTE AVE

4.02

2

140

UNl(JI

ROSELLI PARK, NJ 07204

SHEET No.
1
2
3
4
5
6
7
8

SHEET INDEX

DESCRIPTION
COVER SHEET
EXISTING CONDITIONS AND DEMOLITION PLAN
LAYOUT AND DIMENSIONING PLAN
GRADING AND UTILITIES PLAN
LANDSCAPING AND LIGHTING PLAN
SOIL EROSION AND SEDIMENT CONTROL PLAN
CONSTRUCTION DETAILS-1
CONSTRUCTION DETAILS-2

PREPARED
8/29/17
8/29/17
8/29/17
8/29 17
8/29 17
8/29 17
8/29 17
8/29/17

&

c;:;

�,vUt

lttsr

i5

Oo0,

R.o /fl

·:J

4
ARCHITECTURAL DRAWINGS PREPARED BY:
WAGA ENTERPRISES ARCHITECTS, LLC
2109 ST. GEORGES AVENUE
RAHWAY, NJ 07065
(732) 382-2000

PRELIMINARY & FINAL SITE PLAN

PROJECT AREA MAP

PROPOSED MIXED-USE BUILDING

N.T.S.

PREPARED AUGUST 2017
OWNER:

5

J09

(,

YERIZON
TOM TONTIN
445 GEORGES RO.
NORTH BRUNSWICK, NJ 08902

J07

cs

It(SI/)

NJ AMERICAN WATER CO.
DONNA SHORT, GIS SUPER\llSOR
1025 LAUREL OAK RO.
VOORHEES, NJ 08043

JAN �NCENT M. MANAGEMENT LLC
11 ROMORE Pl
CRANFORD, NJ 07016

CHURCH OF THE ASSUMPTION
133 CHIEGO PLACE
ROSELLE PARK, NJ 07204

3

UTILITY COMPANIES

337 W CLAY AYE

6

'!"'"

PALEY, MARK
343 ClAY AVE W
ROSELLE PARK, NJ 07204

W WESTFELD AYE

2

COMCAST CABL£1'1SION
GEORGE PALYCA, ENGR. COORO.
800 RAHWAY AVENUE
UNION, NJ 07083

7

343 CLAY AVE W

"

MACRI. PITTR & ROSE (TENANTS/COMMON)
336 SEATON AVE
ROSELLE PARK, NJ 07204

4.01

,,.

PE1RACCA, ANTONIO & FONTINA
348 SEATON AYE
ROSELLE PARK, NJ 07204

344 SEATON AYE

10

336 SEATON AYE

309

'-

CASTRO, ELIDA
707 CHESTNUT ST
ROSELLE PARK, NJ 07204

5

SCALE: NTS

OWNER/MAIL ADDRESS

4

309

:::,

RICCIO, FRANK N JR & FRANK
356 SEATON AYE
ROSELLE PARK, NJ 07204

9

3

309

8

-;::;:,

c5
"' -----.

REED, SAMUEL M
12 CANDICE WAY
EAST HANOI/ER, NJ 07936

8

7

PROPERTY LOCATION

J07

J07

CONRAIL (100' R.O.W.)

1:!5

YENTURO, ATTILIO S
816 HAMILTON PL
ROSELLE PARK, NJ 07204

J05

4

<o

VENTURO, ATTILIO & THATIANA.
816 HAMILTON PL

7

@

ROSELlE PARK, NJ 07204

214

J07

SEATON AVENUE (60' R.O.W.)

CASCIO, JOHN JR
400 SEATON AYE
ROSELL£ PARK, NJ 07204

ZONING MAP

LIST OF PROPERTY OWNERS WITHIN 200' RADIUS

OWNER/MAIL ADDRESS

210

•

I

FOR

WEST CLAY ASSOCIATES LLC
94 HILLCREST DRIVE
CLARK, NJ 07066

No. 347-351 WEST CLAY AVENUE
LOTS No. 1 AND 2, BLOCK No. 307
BOROUGH OF ROSELLE PARK, UNION COUNTY, NEW JERSEY

CERTIFICATION Of APPROVAL

COVER SHEET

APPROVED BY TttE BOARD OF ADJUSTMENT OF TttE

BOROUGH OF ROSELLE PARK
CHAJRUAN

DATE

SECRETARY

DATE

ENGINEER

DATE

HARBOR CONSULTANTS
ENGINEERS & SURVEYORS
320 NORTH AVENUE EAST
CRANFORD, N.J. 07016
Tel. (908) 276-2715
Fox (908} 709-1738

�ICTOR (VINEGRA
P.E. a. LS. UC. No. 3+160
PROJECT No. 20017027

LAST REVISED
1/15/18
1/15/18
1/15/18
1/15/18
1/15/18
1/15/18
1/15/18
1/15/18

 'rr
II
II
!If,,,
II
INV.=78.12

::::::::

DEMOLITION NOTES:1.

WORK TO BE IN ACCORDNlCE WIT\-! All LOCAL AND STAT£ RULES AND
REGULATIONS AND TI-IE OCCUPATIONAL SAFET'f AND HEALTH ADMINISTRATION
(OSHA).

2, PROTECT AT ALl TIMES MJJACENT PROPERTIES AND PUBLIC RIGHT-OF-WAYS FROM
DAMAGE, DUST AND DEBRIS. PROVIDE FOR THE SAFETY OF PEDESTRIANS AT All
TIMES.

II

All UNDERGROUND PIPING TO BE REMOVED S1-IALL BE CAPPED AT THE PROPERTY
LINE.

3.

CONRAIL - LEHIGH LINE
(100' R.O.W.)

THE USE OF EXPLOS/1/ES IS PROHIBITED WITHOUT THE REQUIRED LOCAL AND
STAIT PERMITS.

+.

TI-IE LOCATION OF All UNDERGROUND UTILITIES ARE SHOWN FOR REFERENCE
PURPOSES ONLY AND ARE TO BE FJELD VERIFIED PRIOR TO /iH'( CONSTRUCTION
ACTMTIES. fiH'( DISCREPENCIES BETWEEN PLAN AND FIELD INFORMATION ARE TO
BE REPORTED IMMEDIATELY TO HARBOR CONSULTANTS.

5.

-

7.

"

........ .... .....
lOfBE REIIWED"',
......
1$?

J.6--:-S

'----,

...._ If$

1.9'5 '- ...._ _

'

0.4' S

/

I

_,,.,;::i·,.,.

SHEO
REWJNS

94.14'

✓

2.6'

'

,·
''

l
I
I
I

''

i
,.�

\

..

/·

;

-.

-�:
..-

...

I
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' ---

'-

•·

G

•·---+--•-----•G

-- --

REIIO'IEANOREPI.ICE
--7f
SllEWAIJ( 1111 aJRB,. - / -

,, '

-

\

'

DEP. CURB

..•'"·.
•. ·.,; ·:.:: ··,:
. •• • .

\
I
I
I

I

·. �
-· � l
---

- .i..

8
8

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0

---------- -- ----

.,.., ·:'·

....

-

·:..,·

�

WEST CLAY AVENUE

BC 86.15

CONC. CURB

aH:H

I

(6 ' R.O.W.)

-SC 86.00

...

✓
✓

BC 85.12

DEP. CURB

.-

! � --, - '
.,,·....

11

LOT 2
RIM..fl7.4

I

SAN. M.H.
INV.=81.42

..

,.-'

PARKING LOT

OH

·' ··,;;.;.

LOT 5

LOT 6

BEING MORE COMMONLY KNOWN >S Nos. 347 & 351
THE BOROUGH Of ROSEill PARK, UNION COUNTY, NEW JERSEY

NQTES:-

1. REFERENCES WERE MADE TO DEED BOOK 3468, PAGE 216 &: DEED BOOK 5635
PAGE 248.
2. AT THE REQUEST Of THE OWNERS, PROPERTl' CORNERS WERE NOT SET AT
TIME.

�

87 - ___
0.1' E

--= _J

....... · ..' ·._. �.-_;. "'-..·.
c=J5 Q4
'•

..

r&.!Il:Qli;. IF THIS DOCUMENT DOES NOT CONTAJN A RAISED IMPRESSION SfAL OF THE
PROFESSIONAL, rT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN
ALTERED.

------L-------

_____ )

GENERAL NOTES:-

T

BC 8

85.96

1. THE PREMISES SHOWN HEREON WERE SURVEYED WITHOUT THE BENERT OF A
TITLE SEARCH AND IS SUBJECT TO SUCH FACTS />S A CURRENT TITlE SEARCH
MAY DISCLOSE. THE PROPERTY ALSO MAY BE SUBJECT TO THE FOLLOWING:

. 6

A.) RIGHTS OF C\AIMS OF PARTIES IN POSSESSION SHOWN BY THE PUBLIC
RECORD.

SAN. M.H.
RIM•54.84
INl/.•n.60

85.31

I

B.) RIGHTS OF C\All,IS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC
RECORD.

84.45

s -----

C.) EASEMENTS OR CLAIMS OF EASEMENTS, SHOWN BY THE PUBLIC RECORD.

D.) EASEMENTS OR CLAIMS OF EASEMENTS, NOT SHOWN BY THE PUBLIC RECORD.

/

/

·,

OH

. ;,..;._:,·-,---...,,;---�-

...;

OHW

·-'�

......_.

.. ,.

OHW

..

'. � ...

.

.

OHW

:,

•. ,

.

-�·

... .•

OH

_,

2. NO DEJERMINATIONS HAVE BEEN MADE REGARDING UNDERGROUND UTILITIES
WHICH MAY EXIST, UNLESS ,S SHOWN.

3. NO DETERMINATIONS HAVE BEEN MADE REGARDING HAZARDOUS MATERIAL.
CONDITlONS.

OH,W-----'

4. NO DETERMINATIONS HAVE BEEN MADE REGARDING WffiANDS LOCATION•

5. PROPERTY IS SmJAlED IN FLOOD ZONE X (BASE FLOOD ELEVATIONS
DETERMINED) PER A PLAN ENTITLED "FIRM" FLOOD INSURANCE RATE WAP, FOR
THE BOROUGH OF ROSEill PARK COMMUNllY/PANEL No. 340473 0022 F, MAP
No. 34039C0022F EFFECTIVE DATE SEPTEMBER 2oth, 2006.

_-_

6. PlANll.lETRIC FEATllRES SHOWN HEREON I-VIVE BEEN DRAWN IN ACCORDANCE
WITH FlELD SURVEY PERfORMED BY HARBOR CONSULTANTS, INC., MARCH 7,
2017.

'CHURCH OF THt"ASSUMPTIOt

i

309' ·
LOT 2
,. <

7. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLICTED FROM
VARIOUS SOURCES AND 1S NOT GUARANTEED ,S TO ACCURACY OR COMPLITENESS
THE CONTRACTOR SHALL VERIFY ,Ail INFORMATION TO HIS SA.TISFACTION PRIOR TO
EXCAVATION. WHERE EXISTING UTIUTIES ARE TO BE CROSSED BY PROPOSED
COtt.iTRUCTION, TEST PITS Sl"W.L BE DUG BY THE CONTRACTOR PRIOR TO
CONSTRUCTION TO ASCERTAIN EXISTING lNVERTS, MAlERW.S ANO SIZES. TEST PIT
INFORMATION SHAU. BE GIVEN TO THE ENGINEER PRIOR TO CONSTRUCTION TO
PERMIT ADJUSTMENTS AS REQUIRED TO AVOID CONFLICTS.

'::sLoci<

GARAGE

I
II
II
II
)J

ll!iI�lll
il
azi!!I

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'

1 ----------

�

i

8. TOPOGRAPHIC INFORMATION SHOWN HEREON HAVE BEEN DRAWN IN
ACCORDANCE WITH FIELD SUIMY PERFORMED BY HARBOR CONSULTANlS, INC.,
MARCH 7, 2017.

I

�I

1/15/18

'.ii

� ll! I!,

iii

�Ii

8 e; :i:

II�
..:ii
ol!s ►.

�11

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8:!!i!!

DATE
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CL£ANO\JT
SANITARY MANHOLE
DRAINAGE MANHOLE
CATCH BASIN
CATCH BASIN
SOIL BORING
GUY WIRE
UTILITY POLE
P.K. Nl,L FOUND
CONC. MONUMENT FOUND

REVISIONS PER NEGLIA I.ETTER OF 12-08-2017
DESCRIPTION

CHK'D. APPV'D

2

Harbor Consultants Inc.

LEGEND
STREET SIGN

0

e
□

STREET TREE
EXIST. SPOT ELEVATION
EXISTING CONTOUR LINE

--•-""
""

G/>S LINE

w

w

�

¢

320 NORTH AVENUE EAST
CRANFORD, N.J. 07016
Fu (908) 709-1738
Phone (908) 276-2715
Email: info@hcicg.net

MAILBOX

--10--

--G--

Engineers & Surveyors

IRON BAR FOUND

X 0.00

WATER LINE
G/>S Wl.VE
WATER VALVE
FlRE HYDRANT
LIGHT POST

n-ns

4. OFFSETS SH0¥11-1 ARE MEASURED FROM THE FRAME OF THE STRUCTURE
PERPENDICULAR TO THE PROPERTY LINE, UNLESS OTHERWISE NOTED.

=.. :· ·.:_•, -·--'.

�"�---------- - - _j_,.,. ----,..

t

LOT 4

LOT 3

BC 85.87

BC 86.05
OH

�
,,.-

•

86.40

8658

I

3. DIMENSIONS AS SHOWN AAE ™JT INTENDED FOR TI-IE CONSTRUCTION OF FENCES OR
PERMANENT STRUCTURES.

2.0· S

••

REFERENCE·

BEING KNOWN AS LOT 1, BLOCK 307, DRAWN IN ACCORO WITH A SURVEY MADE BY
EDWIN F. MORSBACH, ROSEL!£ PARI<, NEW JERSEY DATED FEBRUARY 24, 1962 ANO
FILED IN THE UNION COUNTY CLERKS OFACE SEPTEMBER 10, 1986 IN DEED BOOK
3468, PAGE 216.

>'! STORY
FRAME IIWEWNG
No. J.4J

�

--

s ----------------------------------------------86.49

FllED W/ WAlER

-.: .. ::,..

75.00'

,1-Ll

SUBJECT TO SUCH FACTS AS AN ACCURATE Tffif SEARCH MAY DISCLOSE.

5.7'

Is /

S51'38'26"W 193.75'

SIN. M.H.

\

..... _____

-

0

I

1lJ BE REll(NEI)

�•'_.--

8

O.J' E

10.lf"

.,.....,,...;-,-"":-

,+

....

CONC. ClJRB

,.

.,...

--�-------------~- - - - -88--- - - - ./

-·��---'._:·" - .:�,·:.

ci:5.78
X

\

F.F.=91.62

10:>. '.J
I:�\,..,...

\

THE INFORMATION SHOWN HEREON CORRECTlY REPRESENTS THE CONDmONS FOUND
AT, AND AS OF THE DATE Of THE FJELD SURVEY, EXCEPT SUCH IMPROVEMENTS OR
EASEMENTS, IF /Jffl, BELOW THE SURFACE AND NOf VISIBlf.

9,8'

I
I

No. �47

1 CERTIFY THAT THIS PLAN IS TI-IE RESULT OF A FJELD SURVEY MADE ON MARCH 7,
2017, BY ME OR UNDER MY DIRECT SUPERVISION, IN ACCORDANCE Wm-I THE RULES
AND REGULATIONS PROMULGATED BY THE -sTATE BOARD OF PROFESSIONAL ENGINEERS
& LANO SURVEYORS:

DESCR/PVoN·-

I

1 STORY

'· -.

Off-SITE IN

BEING KNOWN ANO DESIGNATED AS LOTS 1 & 2 IN BLOCK 307
ON THE BOROUGH OF ROSELLE PARK TAX ASSESSMENT MAfl.

I

\;;

•

..

I

FRAME D'llllLING

No. 351
F.f,,.92.JO

.

I

.., '

I

I

I

2 STORY
FRAME & STUCCO
u.iWJ"'

ALL CONSTRUCTION DEBRIS AND REFUSE SHALL BE DISPOSED OF
AN APPROPRIATE t.WINER.

CERT/f/CAVON:-

75.00'

-:---- .._ ✓

i--=

SH<D

IH-GRoUND
POOi.

THE DISRUPTION Of EXISTING UTILITY SERVICES SHALL BE AVOIOEO TO THE
GREATEST EXTENT POSSIBLE, Nfi REQUIRED DISRUPTION Of SERVICES SHALL BE
COORDINATED IN ADVANCE WITH THE RESPECTIVE AUTHORITY AND AFFECITD
USERS SHAll BE ADEQUATELY NOTIFIED.

6.

N51'38'26"E 169.14'

I --- r

20

ELEVATIONS SHOWN ARE BASED
ON NAVO 88

PRELIMINARY AND FINAL SITE PLAN

EXISTING CONDmONS AND DEMOLITION PLAN
347-351 WEST CLAY AVENUE
LOTS 1 & 2, BLOCK 307

GRAPHIC SCALE

l�I

10

l___�I

40

20

( IN FEET )

I inch - 20

It.

80

BOROUGH OF ROSELLE PARK
SCALE:

1 "=20'

DATE:

8/29/17

UNION COUN1Y

DESIGNED BY:

V.E.V.

DRAWN BY:

C.V.F./A.M.

NEW JERSEY

WORK FlLE:

2017027_Exist

. c

VICTOR E. VINEGRA
PROF£SSIONAL ENGINEER & LAND SURVEYOR
NEW JERSEY LICENSE No. J4460

CERTIFICATE OF AUTHORIZATION No.

24GA27962100

PROJECT No:

2017027

 SCHEDULE OF AREA, YARD d: BULK REQUIREMENTS
BOROUGH OF ROSELLE PABK, UNION COUNTY, NEW JERSEY
R-2 TWO-FAMILY RESIDENTIAL ZONE
MIXED USE

7,500 S.F.

19,052 S.F,

YES

MINIMUM LOT WIDTH

75 FEET

107.85 FEET

YES

MINIMUM FRONT YARD SETBACK

20 FEET

5.0 FEET

NO (1)

MINIMUM EACH SIDE YARD SETBACK

1O:S OF LOT WIDTH 10.8 FEET

5.0 FEET

NO (1)

MINIMUM BOTH SIDE YARD SETBACK

20% of LOT WIDTH 21.6 FEET

15.8 FEET

NO (1)

35 FEET

32.0 FEET

NO (1)

NONE

62.0% {11,821 S.F.)

2-1/2 STORIES
28 FEET

3 STORIES
4J.5 FT

MINIMUM LOT AREA

ff "
12• Rcp

E

�

E

""'

:---.
--.c

■
■

MINIMUM REAR YARD SETBACK

■
■

I
I

MAXIMUM BUILDING LOT COVERAGE

iR-37

�

MAXIMUM BUILDING HEIGHT

■■

CONRAIL - LEHIGH LINE
■ ■ ----· �•-

■

■■

■

-■

N51'38'26"E

■■

69.14'

■
PROPOSED
RETAINING
WALL

-

@

,-.:

0

1�
-�

'

PROPOSED THREE STORY
RETAIL/RESIDENTAIL
BUILDING PARKING BELOW

...

N

�

.....
!')

PROPOSED
LOT 1.01
/>REA= 19,052 S.F.

PROPOSED
WALL MOUNTED
HANDICAP !.GN
(T YP.)

' 'gi

s

Iii

�
�

..,

� �

cc.;

f!:3 "'

:::::,ll:i

.

..

12.0'

9.0'

9.0'

�

I

LOT 3

15,000 S.F.

19,052 S.F.

YES

MINIMUM LOT WIDTH

75 FEET

107.85 FEET

YES

MINIMUM FRONT YARD SETBACK

10 FEET

5.0 FEET

NO (1)

MINIMUM EACH SIDE YARD SETBACK

10 FEET

5.0 FEET

NO (1)

MINIMUM BOTH SIDE YARD SETBACK

20 FEET

15.8 FEET

NO (1)

MINIMUM REAR YARD SETBACK

25 FEET

32.0 FEET

YES

62.% {11,821 S.F.)

YES

-

MAXIMUM BUILDING LOT COVERAGE

2-1/2 STORIES(2}
28 FEET(2)

MAXIMUM BUILDING HEIGHT

,,,_, t,, ·,
J-..:

�

....._

'.,.·.
,· ",

t:,;

c:,

.,_
. : ..·- • .·.
:.. :/_ : :

- BEING MORE COMMONLY KNOWN AS No. 347-351 WEST CLAY AVENUE, BOROUGH OF ROSELLE PARK, UNION COUNTY, NEW JERSEY.

�

GENERAL NOTES;

1. SITE AP.rA LOTS 1 & 2, BLOCK 307

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t;'i< M'. - -

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--------

PROPOSED CONCRETE

-------------

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,OHV!' .

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4, ALL PROPOSED CONSTRUCTION TO BE IN CONFORMANCE WITH BOROUGH OF ROSEIJ.E PAP.K STANDARD DET-'JLS.

.. ,<; .

5, ALL SIDEWAI.XS/PEDESTRIAN IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE WITH ALL /DA AND NJ BARRIER FREE SUB CODE
REQUIREMENTS.

SANITARY SEWER CQNTRIBl[TION

12 TWO BEDROOM UNITS O 225 GPD/UNIT

=

2,700 GPD

2 THREE BEDROOM UNITS O 300 GPO/UNIT = 600 GPO

■

CONC. CURB

19,052 S.F. (0.437 ACRES).

3, BOUNDARY & TOPOGRAPHIC INFORMATION PREPAP.ED BY HAP.BOR CONSULTANTS INC.. DATED MARCH 14, 2017

CONCRETE
APRON

TOTAi.

PARKING ANAL)'SIS

�
DEP. CURB
, Of1W •
�•
_

-. •l •

1,588 SF (RETAIL) 0 0.100 GPD/SF = 159 GPD

iR-37

(6 ' R.O.W.)

;.-; , : . : .•i..

,

S51"38'26"W 193.75'

WEST CLAY AVENUE
DE?. CURB

,

=

2, LOT 1 IS !,TUATED IN THE 8-3 AIITTRIAI. BUSINESS DISTRICT ZONE AND LOT 2 IS SITUATED IN THE R-2 TWO-FAMILY RESIDENTIAL ZONE
AS SHOWN ON BOROUGH OF ROSELLE PAP.K ZONING MAP.

-DEPRESSED CURB

■

NO (1)
NO (1)

DESCRIPTION:

__ _

UNIT-2

�-.c. �

3 STORIES
43.5 FEET

(1) VARIANCE REQUESTED
(2) WHEN A LOT OR LOTS OR PART THEREOF IN A 8-3 ARTERIAL BUSINESS DISlRICT ABUTS A RESIDENTIAL
DISTRICT, THE LOT OR LOTS OR PART THEREOF SO ABUTTING SHALL BE GOVERNED BY THE HEIGHT REGULATIONS
FOR THE RESIDENTIAL DISTRICT ABUTTING.

2Jii STORY
FRAM( DWELUNG
No. J4J

.

NO (1)

MIXED USE

240'

RETAIL SPACE
UNIT-1

QOMPLY

PBDPOSED

RETAIL

MINIMUM LOT AREA

■
■

0

�

PERMITTED DR REQUIREQ

PERMITED USE
32.0'

.

I

.ITEM

PROPOSED 6' HIGH VINYL FENCE

0
.,;

NO (1)
NO (1)

SCHEDULE OF AREA, YARD d: BULK REQUIREMENTS
BOROUGH OF ROSELLE PABK, UNION COUNTY, N..EJY JERSEY
B-3 ARTERIAL BUSINESS DISTRICT Z.,ONE

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YES

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iR47

r7i=3l

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NO (1)

SINGLE FAMILY

PERMITED USE

■

COMPLY

PROPOSED

PERMITTED DR REQUIRED

ITEM

; �: ., -�-

OHW

OHW

OHW

'

3,459 GPD

12 TWO BEDROOM UNITS O 2 SPACE/UNIT = 24 SPACES

OHW

.

=

2 THREE BEDROOM UNITS O 2, 1 SPACE/UNIT

--�---� .... .., ....•;·:

=

4.2 SPACES

1,588 SF (RETAIL) 0 1 SPACE/200 SF = 8 SPACES
TOTAi. SPACES REQUIRED = 36 SPACES
TOTAi. SPACES PROVIDED = 30 SPACES (1)

ASPIW.T

(1) VARIANCE REQUESTED

DRlVE

1�I1..
5

'c' YAR!ANCES

2)
1. MINIMUM FRONT SETBACK IS 20.0 FEET, WHEREAS 5.0 FEET IS PROPOSED.
2. MINIMUM SIDE YARD SETBACK IS 10.8 FEET, WHEREAS 5.0 FEET IS PROPOSED.
3, MINIMUM BOTH SIOE YARO SETBACKS IS 21.6 FEET, WHEREAS 15.8 FEET IS PROPOSED.
4, MINIMUM PARKING REQUIRED IS 36 SPACES WHEREAS, 30 SPACES IS PROPOSED.
5. FOUR TANDEM/STACKED PARKING SPACES ARE PROPOSED, WHEREAS THEY ARE NOT PERMITTED.

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SUMMARY OF VARIANCES:

LEGEND
�

STREET SIGN

®

ClfANOUT
SANITARY MANHOLE

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□
0

DRAJNAGE MANHOLE
CATCH BASIN
CATCH BASIN
SOIL BORING
GUY WIRE

'U,

0

e
□

X 0.00

--10--

-,-•-

IRON BAR FOUND
MAILBOX
STREET TREE
EXIST. SPOT ELEVATION
EXISTING CONTOUR LINE
GAS LINE

1/15/18
DATE

1. MINIMUM FRONT SETBACK IS 10.0 FEET, WHEREAS 5.0 FEET IS PROPOSED.
2. MINIMUM SIDE YARO SETBACK IS 10.0 FEET, WHEREAS 5.0 FEET IS PROPOSED.
3. MINIMUM BOTH �DE YARD SETBACKS IS 2D.O FEET, WHEREAS 10.B FEET IS PROPOSED.
4. MINIMUM PARKING REQUIRED IS 36 SPACES WHEREAS, 30 SPACES IS REQUIRED.
5. FOUR TANDEM/STACKED PARKING SPACES ARE PROPOSED, WHEREAS THEY ARE NOT PERMITTED.

GAS VAi.VE

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@

UTILITY POLE
P.K. N/oJL FOUND

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WATER VAi.VE
FlRE HYDRANT

[:]

CONC. MONUMENT FOUNO

¢

LIGHT POST

DESCRIPTION

CHK'D. APPV'D

3

Harbor Consultants Inc.
Engineers

Surveyors
320 NORTH AVENUE EAST
CRANFORD, N.J. 07016

'D' VARIANCES
1. PROPOSED MIXED USE IS NOT A PERMITTED USE IN A R-2 ZONE,
2. PROPOSED MIXED USE IS NOT A PERMITTED USE IN A 8-3 ZONE.
3. MAXIMUM OEN�TY IS 20 UNITS/ACRE, WHEREAS 32 UNITS/ACRE (14 UNITS/0.44 ACRES) IS PROPOSED.
4, MAXIMUM HEIGHT IS 2.5 STORIES/28 FEET PERMITTED, WHEREAS 3 STORIES/43 FEET IS PROPOSED.

PRELIMINARY AND FINAL SITE PLAN

LAYOUT AND DIMENSIONING PLAN
No. 347-351 WEST CLAY AVENUE
LOTS 1 & 2, BLOCK 307

GRAPHIC SCALE

I

20

LI.

� I I
o

10

8D

20

wrLI.�-

( IN FEET )

I inch = 20

BOROUGH OF ROSELLE PARK
ft.

&

Phone (908) 276-2715 Far (906) 709-1738
Email: info@hcicg.net

ELEVATIONS SHOWN ARE BASED
ON NAVO 88

WATER LINE

t><1

REVISIONS PER NEGLIA LETTER OF 12-08-2017

SCALE:

1 "=20'

DATE:

8/29/17

UNION COUNTY
DESIGNED BY:

V.E.V.

DRA.WN BY:

C.V.F.

. c

VICTOR E. VINEGRA
NEW JERSEY

WORK FILE:

2017027_L&D

PROFESSIONAL ENGINEER & LAND SURVEYOR
NEW JERSEY LICENSE No, 34460

CERTIFICATE OF AUTHORIZ.ATION No.

24GA27962100

PROJECT No:

2017027

 -r,I

CONRAIL - LEHIGH LINE
(100· R.o:w.)

168 Lf - 6" PVC
0 0.6%

I

I

PROP. OUTlil CONlROL S'TRUCTURE
RIM 87.50
INV 82.00 (36" IN)
INV 82.00 (6" OUT)
INV 82.75 (l2" IN)
.....
...... ..........

', '

,:-; .

•.- �

-

,,, '

f!:?

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I,;

----S

SAN. M.H.
RIM"'81.02
INV.m75.4i

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PROP05ED MANHOLE
RIM 87.69
INV 83.30 (36" OUT)
IN\I: 83.75 (1� IN)
/

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,,

4 Lf - 12" PVC
0 2.0�

../

TC: 87.20
TG: 86.70
INV 83.83 (12" OUT)

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PROP. UNDERGROUND DETENTION
FACIUlY
130 Lf Of 36" HOPE O 1.0X

)

4 Lf - 1�' PVC
0 2.0X
PROPOSED THl<tf; STORY
RETAIL/RE51D00,IIL
BUILDING PARKING BELOW
PROP. INLET
" �
/
TC: 86.10

,.,

'' '

TC 82.:i
IBC
82.

I
/-, . �--- -�

TG: 85.60

NV 82.

··:- !l:l

(12" 0

LOT 3

PROPOSED
LOT 1.01
ARfA= 19,052 S.f.

'

RETAIL SPACE
UNIT-1
f.f. =84.2

r.

� STORY
FRAME DWELLING
Ho. !.4-3

I

.. J
f

/'

---

I

--

85.45
84.95

:Ji

C
w

85.7B
X

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EEi.
PLATE

1··.'<·

......, ,_·,.,:,,.

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_ - -•'PROP.

ODllilE YEll0W UNE
\

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DfP. CURB

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-87---

- -..-__..l

-----I

NOTES:

�

BC 85.88

_.,,,

\

'

SAN. M.H.
I•
Fill.ED W/
'8.C 86.00

,, C
w

85. o
1 1/2" FlRE SER'ilCE
PROP. �" WATER SERVICE ,,

85.

PROP. 4• PVC SANITARY SEWER SERVICE
PROP. GAS SERVICE
86.40

86.58
s -----------------------------------------------

WEST CLAY AVENUE
(6 ' R.O.W.)

WATER
CONC. CURB

BC 86.15

BC 86.12

DEP. CURB

. ·.oow ' .

I
I

BC 86.05
OH

... r.

2. PROPERTIES ARE SITUATED IN FLOOD ZONE X PER A PLAN ENTITLED "FIRM" FLOOD INSURANCE RATE MAP, FOR THE BOROUGH Of
ROSELLE PARK COMMUNllY/PANEL No. 340473 0022 f, MAP No. 34039C0022F EFFECTIVE DATE SEPTEMBER 20th, 2006.

-------------------

3. UNDERGROUND UTILITIES WERE MARKED OUT AT TIME OF SURVEY.

85.96

4. THE LOCATION Of UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE AND BASED UPON FIELD OBSERVATION AND THE BOROUGH
Of ROSELLE PARK UTILllY KEY MAPS.

5. PUBLIC SEWER. WATER, GAS, ELECTRIC, CATV, AND TELEPHONE SERVICES ARE PRESENTLY SERVING THE PROPERlY, AND WILL SERVE THE
PROPOSED ADDITION.

/

BC 85.87
OHW

OH

1. ELEVATIONS SHOWN ARE BASED ON NAVDB8 DATUM.

C
w

llJC_

6. THE LOCATION Of ALL UNDERGROUND UTILITIE5 ARE SHOWN FOR REFERENCE PURPOSE5 ONLY AND ARE TO BE FIELD Vf.RIFIED PRIOR
TO ANY CONS'TRUCTION ACTMTIE5. ANY DISCREPANCIES BETWEEN PLAN AND FIELD INFORMATION ARE TO BE REPORTED IMMEDIATELY TO
HARBOR CONSULTANTS.

OH

7. THE DISRUPTION Of EXISTNG UTIUlY SERVICES SHALL BE AVOIDED TO THE GRfATEST EXTENT POSSIBLE. ANY REQUIRED DISRUPTION Of
SERVICES SHALL BE COORDINATED IN ADVANCE WITH THE RESPECTIVE AUTHORllY AND AFFECTED USERS SHALL BE ADEQUATELY NOTIFlED.

:- ,, .

8. THIS SITE PLAN MAKE5 NO CERTFICATION OR REPRESENTATION f,S TO THE LOCATION OF ANY UNDERGROUND
CABLE CONDUITS ANO/ OR WIRES WHICH MAY BE PRESENT ON THE SITE.

ELECTRICAL. PHONE OR

9. ALL PROPOSED CONSTRUCTION TO BE IN CONFORMANCE WITH BOROUGH Of ROSELLE PARK DET�I.S.

10. THE GRADING AND DRAINAGE FOR THE SITE SHALL BE CONSTRUCTED SUCH THAT THERE IS NO ADVf.RSE IMPACT ONTO ADJACENT
PRDPERTE5.

11. THE APPLICANT SHALL BE RESPONSIBLE TO ADDRE5S ANY POST CONSTRUCTION DRAINAGE ISSUES f,S S RESULT Of THE PROJECT AT
THE OWNERS EXPENSE TO THE SATISFACTION Of THE BOROUGH CONS'TRUCTION DEPARTMENT AND BOROUGH ENGINEER.
12. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND.

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STREET SIGN
CLfANOUT

SANITARY MANHOLE

DRAINAGE MANHOLE
CATCH BASIN

CATCH BASIN

SOIL BORING

GUY WIRE

UTILllY POLE

P.K. NAIL FOUND

CONG. MONUMENT FOUND

•
0

D

X 0.00

--10--G-

-•w

t)4

t)4

�
:¢

1/05/18
DATE

DIG SAFELY - NEW JERSEY
IRON BAR FOUND
MAILBOX

STREET TREE

EXIST. SPOT ELEVATION

EXISTING CONTOUR LINE
GAS LINE

WATER LINE

GAS VALVf.

WATER VALVf.

FlRE HYDRANT

LIGHT POST

Engineers & Surveyors
320 NORTH AVENUE EAST
CRANFORD, N.J. 07016
Phone (908) 276-2715 Fax (908) 709-1738

1-800-272-1000
IT'S THE LAW

�

ELEVATIONS SHOWN ARE BASED
ON NAVO 88

NEW JERSEY ONE CALL

CONTRACTORS SHALL CALL 1-800-272-10DO
MINIMUM THREE DAYS, MAXIMUM 10 DAYS NOTICE PRIOR TO
BEGINNING EXCAVATION

CHK'D. APPV'D

4

Harbor Consultants Inc.

CALL BEFORE YOU DIG

Dig�Safely

RE>JISIONS P£R NEGU>. LETTER OF 12-0B-2017
DESCRIPTION

Email: inlo@hcicg.net

PRELIMINARY AND FINAL SITE PLAN

GRAPHIC SCALE

I_I

10

20

l___�I

40

( IN FEET )
1 inch = 20 ft.

80

GRADING AND UTILllY PLAN
No. 347-351 WEST CLAY AVENUE
LOTS No. 1 AND 2, BLOCK No. 307

UNION COUNlY
BOROUGH OF ROSELLE PARK
DATE:
DRAWN BY:
SCALE:
DESIGNED BY:
8/29/17
C.V.F./A.M.
1 ·�20·
V.E.V.

. c

VICTOR E. VINEGRA
NEW JERSEY

WORK FILE:

2017027_G&U

PROFE5SIONAL ENGINEER & LAND SURVEYOR
NEW JERSEY LICENSE No. 34480

CERTIFICATE OF ALITHORIZATION No.

24GA27962100

PROJECT No:

2017027

 PLANTING NOTES

1. THE CONTRACTOR SHALL l.OrA1E ANO VERIFY THE EXISTENCE OF All. UTIUTIES PRIOR TO STARTING WORK.

2. THE CONTRACTOR SHALL SUPPlY All PI.JNT MATERIAL IN QUANllTIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE LANDSCAPING
PlANS.
3. ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABUSHED BY THE CURRENT "NJ.ERICAN STANDARD FOR NURSERY STOCK:",
PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN OR EQUNAI..ENT.
4-.

NO PLANT SHAl.1 BE PITT INTO THE GROUND BEFORE ROUGH GRADING 1-W:l BEEN ANISHED.

5. ALL PLANTS SHAil BEAR THE SAME RELATIONSHIP TO FINISHED GRl'DE /.S THE PLANT'S ORIGINAL GRADE BEF"ORE DIGGING.

6. All PIJNl'S SHALL B£ BALLED ANO WRAPPED OR CONTAINER GROWN AS SPECIFlED. NO CONTAINER GROWN STOCK WILL BE ACC£PTED IF IT IS
ROOT BOUND. AU. ROOT WRAPPING MATERW. MADE OF SYNTHETICS OR PLASTlCS SliAI.L BE REMOVED AT THE TIME OF Pt.ANTlNG.
7. WITH CONTAINER GROWN STOCK, 11-IE CONTAINER SWJJ. BE REMOVED AND THE CONTAINER BALi SHALl BE CUT THROUGH TI-IE SURFACE IN
TI-IREE VERTICAL LOCATIONS.

8. TI-iE DAY PRIOR TO PLNmNG, TI-iE LOCATION OF All TREES AND SHRUBS SHAU. BE STM<ED IN THE FlELO. AT \HAT TIME, THE LOCATIONS OF
TI-IE Pl.ANTING MATERW. SIW.l BE APPROVED BY THE PROJECT LANDSC>PE ARCHITECT.
9. AU. PLANT MAlIRIAI.. Stw.l BE SELECTED AT THE NURS[RjES BY THE PROJECT WIDSCAPE ARCHITECT.

10. AU. PLNIT MA.TERW.. SHALL BE TAGGED AT TiiE NURSERY, INDICATING BOTANICAL NAME, COMMON NAME, VARIETY AND SIZE. IT IS ASSUl.lED
THAT All Pl.ANT MATERIAL IS AVAILABt.£ IN CENlRAL NEW JERSEY.

11. AT PLANTING TIME, ALL PLANTS SH.U BE TI-IINNED BY REMOVING A B>U.NC£D ONE - THIRD OF 11-IE VEGETATION MATERIAL

INV.=n.81

12. AU. TREES TO BE TREE FORM AND CLEAR OF BRANCHES TO SEVEN FEET ABOVE GROONO.

13. All. Pl..NiTS SHALL BE SPRAYED WITH AN ANTIOESSICANT WITHIN 24 HOURS AFTER Pl.ANTING.

14. ALL PLJNTS SHAil BE INSTHl.ED /IS PER DETAILS.

15. ALL PLJNTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED.

16. TOPSOIL SHAU. BE SANDY LOAM, FREE FROM SUBSOIL, SlONES LARGER THAN ONE INCH, OR ANY UNDESIRABLE MATERIAL. IT IS RECOt.lMENDED
THAT A MINIMUM Of 4• Of TOP SOIL IS PROVIDED FOR A1..L LAWN ANO LANDSCAPED AREAS.

CONRAIL - LEHIGH LINE
(100' R.O.W.)

17. AU. PLJNTS SHALL BE WATERED TiiOROUGHLY, lWICE DURING 11-IE flRST 24-HOUR PERIOD AFTER Pl.ANTING. Al1 Pl.ANTS SHALL BE WATERED
WEEKLY OR MORE OFTEN, If NECESSARY, DURING TI,E FIRST GROWING SE'ASON.
18. All PLANTS AND THE ENTIRE SHRUB BED SHAl.l RECEI\IE A MINIMUM OF A 4 INCH LAYER OF SHREDDED li6.RDWOOD BARK MULCH. MULCH
All PINES TO WITHIN 3 INCHES OF BRANCH ENOS. OVER 10 MIL FABRIC EQUAL TO "WrnlBlOCK".

19. TREE STM<ES AND GUY WIRES TO BE CHECKED AFTER FIRST YEAR ALONG WITH CONDITIONS OF Pl.ANT MATERIAL STAKES ANO GUY WIRES
SHAU. BE REMOVED AFTER A ONE YEAR PERIOD.

-

0.0
I

; 0.0

(

I

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�

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-----

0.0

t.o

0.0

20. TOPSOIL OR SEED Al1 DISTURBED AREAS /lo A RESULT OF ANY AND ALL CONSTRUCTION OR STORAGE EQUIPMENT, WHffilER AREAS ARE
SHOWN ON THE PI.JljS OR NOT. CONTRACTOR TO FlELO VERIFY AREAS OF SEED.

N51"38'26"E 169.14'
0.0

0.0

',
'ti:ll,, o.o''<li.0- __o.o .,,/t.o
'�
, .,,, .,.
'

0.0

0.0

0.0

0.0

t.o

t.o

0.0

0.0

0.0

b.o

t:o

O.o

00
. / I 0.1

0.1

00

00

0.0

0.0

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.:. ./

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, PROPOSED THREE SToR"(!>
PROPOSED
I
RETAIL/RESIOENTAIL
',
LOT 1.01
,IREA= 19,052 S.F.
I BUILDING PARKING BELOW
/
I

'

0.0 '•�o

';'
\

23. IF CLEARING OF THE EXISTING VEGETATION EXTENDS BEYOND THE LIMITS SHOWN, ADDITIONAL PlANTINGS SHAl..l BE ADDED AT THE DIRECTION
OF THE PLANNING BO>RO l.AN[)SC,ij)E ARCHITECT ALONG THE PERIPHERIES OF THE SITE FOR SCREENING PURPOSES. NO TREE SHALL BE LOCATED
CLOSER TIWI 15 FEET TO MiY LIGHT POLE.

�o

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�

0.0

•

>

�

0.0

�

1111

\

RETAIL SPACE
UNIT-1

/

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\

0.0

CI.O

0.0

193.75'

----------\

0.0

'

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DEP. CURB
·

-----,1&,w

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0.0

0.0

cOO CURB

MIRADA WALL SCONCE (XWM)

tiJES'lp c� AVi) -�UEti.o
1 a 1· 1'ro.w.

0.0
0.0

't-.o-,
0.0

0.1

0.1
/

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HANTING NQIES·
1 . Pl.ANTING DEPIH Slw.l. BE THE SAME AS GROWN IN NURSERY.
N.T.S.

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0.0

REINFORCED RUBBER HOSE (1/2" DIA.)
2• DIA. HARDWOOD STAKES
2/3 TREE HT. - 3 PER TREE

c1.o

-----=- __.J

- Ji,.

0.0

0.0

0.0

0.0

0.0

0.0

o.o

RUBBER HOSE.
��- DOUBLE STRAMP GALVANIZED WIRE, CARRIED
STAKE AS SPECIFIED
THROUGH HOSE, Wlilj YELLOW HANGFLIG.
WIRE WOUND TWO FULL
2 STRANDS #12 GA WIRE FOR
UP TO 4• CAL TREES.
nJRNS AROUND STAl<E
2 STRANDS f10 GA 'NIRE FOR
BEFORE SECURING.
+"-6" CAL TREES.
TURN ENO DOWN AGAINST
STAKE.
lBlLilZE
lBlLilZE
ATTACHMENT DETAIL - NTS
a·-10·
2 0 6'
10•-2• CAL
2 0 7'
2"-4" UL
2 0 8'
JO 10'
4"-§" CM..
>6 "'JOO w.KlR: TREE GRIJPING DETAIL

DOUBLE 110 GA. G>LVANIZED Yl'IRE GUYS TWISTED

,,------ ruRN BACK BURLAP 1/3 FROM ROOT BALL

�---DRIVE STAKE AT SLIGHT ANGLE-DRAW YERTICLE.
DAMAGED AND CONFUCTING BRANCHES MAINTAINING
NORMAL TREE SHAPE, NEVER CUT CENTRAL TRUNK OR 1..EADER
TREES WITH DAMAGED LfADERS Will NOT BE ACCEPTED.
BIODEGRADABLE TREE WRAP TO BE INSTAI..EO FROM
GROUND LML TO THE ARST BRANCHES.

11,---- 4" SHREDDED HARDWOOD BARK MULCH

WEEDBLOCK
FlLTER
FABRIC

')-

(,,'/-¼'------- PRUNE

11;----S.,CER RIM

,..,<_-..-";<-er-- GUY WIRE (SEE ATTACHl.lENT DETAIL), HEIGHT OF

GUY TO BE 1/2 TO 2/J OF THE ffiEE.
REMOVE ALL ROPING MATERW. AROUND ROOT BAU. ANO FOLD
DURLAP BELOW FlNISH GRADE (2• MIN.).

➔. ,---uNDIST\JRBED SUBGIOOE
>

.tmE;, PLANnNG DE?TH SIW.1 BE Tl-IE SAME
AS GROWN IN NURSrn'f.

0.0

TREATED CEDAR OAK OR LOCUST STAKES OR APPRO\fill EQUAi... 3"
00., EQUALLY SPACED. 2• DIA. HARWOOD STN<ES 2/3 TREE HT. 3 PER TREE - INSTALLED INTO UNDISTURBED SOIL OUTSIDE THE
PLANTING PIT.
4" SHREDDED HARDWOOD MULCH, UNIFORMLY SPROO.
6" EARTH SLICER FOR WATER REIDrnON.
APPROXIMATELY 1/2 BALL WIDTH.

EVERGREEN TREE PLANTING DETAIL

OH

N.T,$.

FINISH GRADE.
PREPARED BACK Fill t.llXTlJRE ,-s SPECIFIED
TO A DEPTH OF 12" BELOW ROOT BALL
UNDISTURBED SUBGRAOE, TOP OF B>U/ NURSERY GRADE TO BE
LEVEL WITH FINISH GRADE.
BARE ROOT LIMIT. PLANTlNG HOLI MUST BE 1/2 1.>RGER IN
WIDTH ANO DEPTH nw,i TREE 8AlL GUYS ON MULTI-STEM
TREES TO BE MADE ON HEAVEST BRANCHES OF THE TREE.

PROPOSED PLANT LIST
KEY

QTY

AR

2

co

22

ICC

44

PJM

15

/CH

lei1 ..

TREE TRUNK

t::::--- REINFORCED Aa£R BEARING 2-PLY

0.0

l<)j

o.p- o.o
I

--- UNIXSTURBED SUBGRH)E ----'

O.o

/0.01� 0.0

1i.1

26. Al1 SHADE TREES MUST BE PLANTED A MINIMUM OF TEN (10) FEET FROM THE EDGE OF ANf DRIVEWAY OR LIGHT POLE. NO TREES SHALL BE
Pl.ANTED CLOSER TliAN TEN (10) FEET TO /JNV UTILITY.

2lS: STORY
FRAME DWEWNG
No. 343

._• �<; ·.

0.0

LOT 3

1i.o

J I

0.0

25. SHOULD OESCRIPENCIES OCCUR BElWEEN IBE QUANTITY OF PL.NrnNGS SHOWN ON TI,E PL.NrnNG SHEDULI ANO TI,E PLANS. THE NUMBER AS
SHOWN ON TI,E PLANS SHOULD BE HEI.D.

SHRUB PLANTING DETAIL

0.0'

\

24. LOCATION AND SPECIES OF TREES 'Mll BE AaD ADJUSTED AT THE TIME OF INSTALLATION IF THE LANDSCAPE ARCHITECT FINDS THAT
CONFLICTS OCCUR BETWEEN LANDSCAPING ANO UGliTING.

UPRIGHT HABIT SHRUB

--- PREPAAED BACKFlll ,.X --­
SEE SPEaflCATIOffS

�

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---

CJ

� �

0.0 �o

to!I '

I

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0

0.0

�--1\JRN BACK BUR!AP 1/3 __�
FROM ROOT llllJ.

4• SHREDDED HNIDWOOD
BARK IA/l.CH
�--WEED81..0C1( FILTER FABRIC
�;---SIIJCER �M---,

0.0 .,;o.o

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\
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I

0.0

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0

0.0
\

PROSTRATE HABlI SHRUB

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0.0

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'11-

21. THE FOLLOWING SEED MIXTURES SHALL BE USED WITHIN THE AREAS SPECIFIED:
IAWN ARFAS
O 30 LBS/ACRE
KENTUCKY BLUE GRASS
HARO FESCUE
C 30 LBS./ACRE
PERENIAL RYEGRASS
O 30 LBS./ACRE
OPTU.ILIM SEEDING DAT£S: 2/15 TO 5/1 AND 8/15 TO 10/15
22. NO GIOOING, Pl.ANTING OR STRUCTURE SI-W..l BE ERECTID OR MAINTAINED MORE THAN THREE (31 FEET ABOVE TI,E STREET CENTER LINE lN
THE ESTABLISHffi SIGHT TRIANGLES. ANf PROPOSED OR EXISTING STREEr TREES LOCATED IN THE S GHT TRIANGLI EASEMENTS SHAl..l BE
PRUNED LIP TO EIGHT (8) FEET >rolE FINISHED GIOOE.

m

30

27

BOTANICAL NAME
ACER RUBRUM

CHAMAECYPARIS OBTUSA 'GRACILIS'
llfX CRENATA 'COMPACTA'
llfX CRENATA 'HELlERI'

RHODODENDRON COROLINEANA X PJM

!HWA OCCIDENTALIS 'NIGRA'

COMMON NAME

DESCRIPTION

RED �lf

HEIGHIT / CALIPER
8 - 01 FEET / 4-IN Cal.

COMPACT JAPANESE HOLlY

24 - 30"

HINOKI CYPRESS

DWARF JAPANESE HOLLY
PJM RHODOOENORON

DARK AMERICAN ARBORVITAE

4 TO 5FEET
24 - 30"

6
3
INCHES

5-6FEET

ROOT

B & B
B & B

65CAN
65CAN

B & B
B & B

11;i
�;

1/15/18

'.ti
!il1 �

DATE

iii

c,li

�!�

ii�
..:ii

�25,1
il
§ l!! �
o�

►.

•

®

STREET SIGN
CLEANDUT
SANITARY �NHOLE

@

DRAINAGE �HOLE

□

CATCH BASIN

iii

CATCH BASIN

�

SOIL BORING

-<)

GUY WIRE
UTILITY POLE

0

□

e

X 0.00

--1D--

--,-

M.'JLBOX

MIRADA WAI I SCONCE WMINAIRE

STREET TREE

N.T.S.

EXIST. SPOT ELEVATION
EXISTING CONTOUR UNE

PROPOSED LIGHTING FIXTURE LIST

GftS LINE
GftS VALVE

¢

LIGHT POST

�

WATER LINE
WATER VALVE

□

SYMBOL

KEY

QTY

@

2

ELEVATIONS SHOWN ARE BASED
ON NAVO 88

UGHIT FlXTURE DESCRIPTION
LSI INDUSTRIES XWM-2-l£D-D3-03 -VCLTS-FINISH(MOUNTED AT 14')

320 NORTH AVENUE EAST
CRANFORD, N.J. 07016
Phone (908) 276-2715 Fax (908) 709-1738
Email: info@hcicg.net

PRELIMINARY AND FINAL SITE PLAN

LANDSCAPING AND LIGHTING PLAN

GRAPHIC SCALE

I_I

10

20

ea

______________________________________________________________________________________________
'O.,

@

P.K. NAIL FOUND

cl

CONC. MONUMENT FOUND

�

FlRE HYORAAT

CHK'D. APPV'O

5

Engineers & Surveyors

IRON BAR FOUND

....

--•-

DESCRIPTION

Harbor Consultants Inc.

LEGEND

IO

REVISIONS PER NEGLIA LETTER OF 12-08-2017

NOTE:
LED LIGHTS SHALL CONT.MN BACKUGHT CONTROL, SHIMNG, AHO SPILL PREVENTION MEASURES.

( IN FEET )
1 inch = 20 ft.

No. 347-351 WEST CLAY AVENUE
LOTS No. 1 AND 2, BLOCK No. 307
UNION COUNTY
BOROUGH OF ROSEill PARK
NEW JERSEY

__

SCALE,

..,_

1"=20'

DATE:

8/29/17

DESIGNED BY:

V.E.V.

DRAWN BY:

C.V.F./A.M.

WORK FILE:
?0170?7 I hi

. c

VICTOR E. VINEGRA
PROFESSIONAL ENGINEER & LANO SURVEYOR
NEW JERSEY LICENSE No. J«fflJ

CERTIFICATE OF AUTHORIZATION No.
"IJr,l"l"'l'r.,-r,• ,-.,..

PROJECT No:

 STANDARD FOR STABILIZATION WITH MULCH ONLY

SOIL EROSION AND SEDIMENT CONTROL NOTES

(R£'r1SED P£R 7IJ sr,'N£WIOS FOR SOIL EROSION ANO SED/MfJff COlfTl10/. • 7th EOmOII, JANAIIY 2014)
METHODS AND MATfRIAl S
I. SITF PRFPFRAJlONS·
A. GR.6JJE, /J,5 NEEDED AND FEASIBLE. TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION,
SEEDING, MULCH APPLICATION, AND MULCH ANCHORING. fil GRADING SHOULD BE DONE IN ACCORDANCE WITH STANDARDS
FOR LAND GRADING.
B. INSTAL.l NEEDED EROSION CONTROL PRACllC£S OR FACILITIES SUCH /J,5 DIVERSIONS, GRADE STABILIZATION STRUCTURES,
CHANNEL STABIUZA.TION MEASURES, SEDIMENT BASINS, AND WATERWAYS. SEE STANDARDS 11 THROUGH 42.
II. PROTfCDVF MATmlAl S·
A UNROTTED SMAll-GRAIN STRAW, AT 2.0 TO 2.5 TONS PER ACRE, IS SPREAD UNIFORMLY AT 90 TO 115 POUNDS PER
1,000 SQUARE Fm AND ACHORED Wlll-t A MUCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR NEETING TIE DOWN. OITTER
SUITABLE MATEIRALS MAY BE USED IF N'PROVED BY THE SOIL CONSERVATION DISTRICT. THE APPROVED RATES ABOVE HAVE
BEEN MET WHEN TI-fE MUCH COVERS THE GROUND COMPLEIO.Y UPON VISUAL INSPECTION, i.e. THE SOIL CANNOT BE SEEN
BELOW lHE MULCH.
8. (ELIMINA1ED FROM 7th EDITION, JANUARY 2014)
C. SYNTHETIC OR ORGANIC SOIL STABILIZERS MAY BE USED UNDER SUITABLE CONDmONS AND IN QUANlTTlES N3
RECOMMENDED BY THE MANUFACTURER.

f. WOOOCHIPS APPLIED UNIFORMILY TO A MINIMUM DEPni Of 2 INCHES MAY BE USED. WOOOCHIPS WILL NOT BE USED ON
AREAS WHERE FLOWING WATER COULD WN3H THEM INTO AN INLil AND PLUG IT.
G. GRAVEL, CRUSHED STONE, OR SL.AG AT THE RATE Of 9 CUBIC YARDS PER 1,000 SQ. FT. APPLIED UNIFORMILY TO A
MINIMUM CtPTH Of 3 INCHES MAY BE USED. SIZE 2 OR 3 (ASTM C-33) IS REC0t.4MENOED.

CONRAIL - LEHIGH LINE
(100'

Ill. MIJICH ANCHORING·
SHOULD BE ACCOt.4PLISHEO lMMEDlffiY AFTER PLACEMENT Of HAY OR STRAW MULCH TO MINIMIZE LOSS BY WIND OR WATER.
TI-HS MAY BE DONE BY ONE OF THE FOLLOWING METHOOS, DEPENDING UPON THE SIZE Of THE AR£A ANO STEEPNESS OF
SLOPES.

R.o:w.)

A. PEG AND TWIN£·
DRIVE 8 TO 10 INCH WOQC{N PEGS TO WITHIN 2 TO 3 INCHES Of THE SOIL SURFACE EVERY 4 FEET IN ALL DIRECTIONS.
STAKES MAY BE DRIVEN BEFORE Of .AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY STRECHING lWINE
BE.lWEEN PEGS IN A CRtsS-CROSS AND A SQUARE PATTERN. SECURE lWINE AROUND EACH PEG WITH TWO OR MORE ROUND
T\JRIIS.

-

N51'38'26"E 169.14'

'

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/

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---�-M.H.
RIM=61.02
INV,:75..W

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PROPOSED lllR@E STORY
RETAII/RESIDENTAIL
BUILDING PARKING BE,LOW

PROPOSED
LOT 1.01
ARrA= 19,052 S.F,

"�
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-.,
i

I

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I

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< ·,'
8 7
B

:Ii

S51

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OFF-SITE LIMIT Of
DISTURBANCE (T'IP)

...

•.

s

llOUBLE Yll.UJW UI£
\

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DEP. CURB

''

SAN. M.H.
I •86,33
FR.1ED W/ WATER
'QC 86.00

CONC. CURB

: .•i..

••

.

... .

,

'

.::;�(
ORNE .•.

,.

G
w

2. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT SOIL COMPACTED, THE AREA t.4UST BE RETILLED AND
FlRMED AS MJ<M..

/

86.58

86, 9

d36 D4

WEST CLAY AVENUE
(6 ' R.O.W.)

B6.40

•-----

...

,.,

..,.;_ .....

.

SEQUENCE OF CONSTRUCTION OPERATIONS
1.

OHW

•.. i ·: .. � • ·..

3.

5.

Excavate and construct Foundation.

6.

Bock fill Foundation, rough grade site and apply
temporary seeding and or mulch as required.

1"'I.,1
S2

I

.11
!E��

�31!!

"'ti
!11
015►.

2 Week

9. Install services walkways and pave driveway.

3 Days

10. Finish grading site and apply peITT1anent
stabilization measures.

1 Week

@ii

�ii
� ==

1 Doy
2 Weeks

DIG SAFELY
NEW JERSEY
CALL BEFORE YOU DIG
1----p0·00-272-1000
rr·s

THE LAW

Dig�Safely
�

N

3. THIS PLAN IS ONLY TO BE USED N3 A GUIDE TO 11-IE IMPLEMENTATION Of SOIL EROSION CONTROL MEASURES.
IT IS NOT TO BE USED FOR CONSTRUCTION. REFER TO GRADING & UTIUlY PLAN AND SUPPLEMENTS
THERETO.

JERSEY ONE CALL

CONTRACTORS SHALL CALL 1-800-272-1000
MINIMUM THREE DAYS, MAXIMUM 10 DAYS NOTCE PRIOR TO
BEGINNING EXCAVATION

4. ALL ROADS ANO WAIJ<WAYS WILL 8£ SWEPT DAILY THROUGH THE DURATION OF CONSTRUCTION.

•

®

STREET SIGN
SANITARY MANHOLE

WATER LINE

7, AT POORLY ORAINED LOCATIONS, SU8SURFJCE ORAltW::E SfWJ.. BE

•

M/IJLBOX

0

□

IRON BAR FOUND
STRITT

Iii

CATCH BASIN

--10--

EXISTING CONTOUR LINE

CATCH BASIN

--G--

GAS LINE

X 0.00

EXIST. SPOT ELEVATION

""

SOIL BORING
GUY WIRE

1)4

GAS VALVE

'U,

UTILllY POLE

1)4

WATER VALVE

�

RRE HYDRANT

@

P.K. NAIL FOUND

[:]

CONC. MONUMENT FOUND

w

¢

25 FEET MINIMUM

TREE

DRAINAGE MANHOLE

�

e· nilCKNESS

I

"!OWRIHA......:.::::,.,ull!iiiilll!l•&!ll!,ID,1111.
EXISTING GROUHO
PROFILE

@

□

STABII IZED CONSTRUCTION ENTRANCE SPECIFICATIONS

I

--•--

LEGEND
�

25 FEET MINIMUM

1. SfOKE SIZE - USE .ISlM C-33, SIZES NO. 2 OR J, USE CRUSHED STONES.
2. l.ENG'TH - NS. EFFECTM, BUT HOT LESS THAN 50 Fm,
J. 'THICKNESS - NOT LESS TIWI 8 IN(}-lES.
4. WDlH - NOT LESS � FULL WIOTH OF >LL POINTS OF 1HGRESS OR EGRESS,
BUT IN NO CASE L£SS THAN 15' WIDE.
5. WASHING - WHEN HECES&liRY. WHEilS SIW.l IE CIDNED TO
REMOVE SEDIMENT PRIOR TO EN'IRAHCE ONTO PUBLIC RJGHT OF WAY.
WHEN W.asHING IS REQIJIRED, IT SHAU. BE DONE OH AN ARE'A
STIBIL.IZED WITH CRUSHED STONE WHICH ORAIHS INTO AN APPROVED
SEDIMENT TRAP OR S£DIMENT BASIN. All SEDIMENT SHALL BE
PRE'itNTm FROM OOERING »N STORM DRAIN, DITCH, OR WAlER
COURSE THROUGH USE OF SANO BAGS, GRA.'vtl, BOARDS, OR OTHER
APPROVED METHODS.
6. w.lNTW.NCE - THE ENT!WfCE SiWl BE IAAINTAINED IN A
CON0010N WHIQI Will PREVENf TRACKING OR FLOWING OF SEDlla'T
ONTO PUBLIC RIGHT OF WAY. 'THIS MAY REQUIRE PERIOOK: TOP
DRESSING WITH ADOmONAL STONE � CetlOfTIOHS DEMAND N-10 REPAIR
ANO/OR CLfAttJUT OF Nff ME>SURES USED TO lRAP SEDIWENT. ALL
SEDIMENT SPILLED, OROPPED, Wf&iED, OR TRACKED ONTO PUEllC RIGHT
OF WAY WUST BE REMOVED IMMEDIA.TELY.

1

iilll

9 Months

5. AR£A WITHIN LIMIT OF DlSTURSANCE
22,617 S.f. (0.52.± ACRES)

�11!
"'�!�ii

iii

3 Days

B. Connect underground utilities.

2. OWNFR/APPUOOfl•
DIVERS£ 00/ELOPMENT LlC
94 HILLCREST DRrvE
CLARK, NJ 07066

3

2 Month

12. Complete Building and Landscaping.

1. SOMERSET lJNKlN CONSERVATION O\SIBICT
SOMERSET COUNN 4-H CENTER
308 MILLTOWN ROAD
BRIDGEWATER, NJ 08807
(908)-526-2701

FENCE POSTS a• ON CENTER
DRAWSTRING RUNNING THROUGH
FABRIC ALONG TOP OF mlCE

2 Days

11. Remove temporary soil erosion control meosures.

GENERAL NOTES:

..

'·"' ,. ,.- ·.

1 Doy
2 Weeks

Demolish existing structures and
associated improvements.

7. Begin Building construction.

8. AU. SEEDED AREAS SHALL BE MULCHED. MULCH SlW...L CONSIST Of SMALL GRAIN STRAW OR SALT HAY
ANCHORED WITH A WOOD AND ABER MULCH BINOEfi, LIQUID MULCH BINDER, OR AN APPROVED EQUAL AT A RATE
OF 70--90 LBS. PER 1000 SF.

.,,...-,. .,...,-'.._j
- .. :.-

1 Doy

4. Strip topsoil, stockpile and stabilize.

7. If SEASON PREVENTS THE ESTABLISHMENT Of TEMPORARY OR PERMANENT SEEDING, EXPOSED AREA TO BE
STABILIZED WITH MULCH

OH

Install silt fence.

2. Install stabilized construction entrance.

6. FERTILIZER FOR THE ESTABUSHt.4£NT Of TEMPORAA.Y ANO PERMANENT VEGETATIVE COVER SI-W..L BE 10-20-10
APPLIED AT A RATE Of 111b/1000 Sf OR N3 DETERMINED BY SOIL TESTS. LIMESTONE FOR TEMPORARY SEEDING
SHALl BE APPLIED AT A RATE Of 90lb/1000Sf. LIMESTONE FOR PERMANENT SEEDING SHALL BE APPLIED AT A
RATE Of 1351b/1000 Sf.

/

TIME PERIOD

,\QI!'filJ'.

5. "PERMANENT SEEDING TO BE APPLIED BY CYCLONE SPREADER OR OTHER APPROVED METHOD, AT A RATE Of
150#/ACRE. SLOPED AR£A TO BE COVERED WITH MULCH AS INDICATED IN NOTE 6".

BC 86.15

OH

20. ALL SOIL STOCKPILES AREA TO BE TEMPORARILY STABILIZED IN ACCORDANCE Wrn-t SOIL EROSION ANO
SEDIMENT CONTROL NOTE f2.

SITE IS LOCATED wrTHIN USDA Pl.ANT HARDINESS ZONE 6b, PLANTING DATES:
ACCEPTABLE DATE, 3/01 TO 4/30
ACCEPTABLE DATL S/01 TO 8/14 (")
OPTIMAL DATE:
8/15 TO 10/15
(-J StNJIER S£CDINGS SHO/JlD ONLY 8£ CONDUCTED WHEN THE SITE IS �TED. MIXES INCI..UDING WHfTE
Cl.OVER R8JUIRE THAr Ar L.EASr SIX srrxs OF GROWING SEASON REJIAJN KTfR SEEDING ro ENSURE
EST"ABUSHflENf' BERJR£ FR£EZJNG CONOITIONS.

85.96

PROPOSED STABILIZED
CONSTRUCTION
ENlRANCE

19. STOCKPILE AND STAGING LOCATIONS DffiRMINEO IN THE FIELD, SHALL BE PLACED WITHIN THE LIMIT
Of DISTURBa.NCE ACCORDING TO THE CERTlFlED PL.AN. STAGING AND STOCKPILES NOT LOCATED WITHIN
THE LIMIT Of DISTURBANCE WILL REQUIRE CERTIFICATION Of A REvtSED SOIL EROSION AND SEDIMENT
CONTROL PLAN. TI-fE DISTRICT RESERVES THE RIGHT TO DETERMINE WHEN CERTIFICATION Of A NiEW AND
SEPARATE SOIL EROSION AND SEDIMENT CONTROL PLAN WILL BE REQUIRED FOR THESE ACTIV1TIES.

PIANTING MIXTURE TO Bf USED· MIX 16 (BESIQFNTIAI./COMMFRCW- USO
ROUGH BLUEGRASS O 90 lb/Ac.
STRONG CREEPING RED fESCUE O 130 lb/Ac.

-= __,J -----1

193.75'

' 6

16. SHOULD THE CONTROL OF OUST AT THE SIT£ BE NECESSARY, THE SIT£ WILL BE SPRINKlfD UNTIL
THE SURFACE IS WET, TEMPORARY VEGETATIVE COVER stW.L BE ESTABLISHED OR MULCH SHALL BE
APPLIED IN ACCORDANCE WITH STATE STANDARDS FOR EROSION CONTROL

4. PERMANENT SEEDING SHALL CONSIST Of THE FOLLOWING MIXTURE OR N'PROVED EQUAL
SITE CONTAINS SOIL HAI.EDON-URBAN LAND-HASBROUCK COMPL.D(, 0 TO 8 PERCENT SLOPES
Cl.ASSIFIED N3 •sOMEWHAT POORLY DRAINED• A.5 PER NJ WEB SOIL SURVEY USDA

,,, -87 - - __ -

G

15. UNFILTERED □£WATERING IS NOT PERMITTED. TAKE ALL NECESSARY PRECAUTIONS DURING ALL
DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. m'f DE.WATERING METHODS USED MUST BE
IN ACCORDANCE WITH STATE STANDARDS.

18. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDlt.4ENTATION THAT MAY
OCCUR BELOW STORM WATER OUTFAl.l.S OR OFF SITE AS A RESULT Of CONSTRUCTION Of TI-fE PROJECT.

3. TEMPORARY SEEDING SHALL CONSIST Of SPRING OATS APPLIED AT A RATE OF 2.D LBS. PER 1,D00 SF OR GRAIN
RYE APPLIED AT A RATE Of 2.4 LBS. PER 1,000 Sf. TEMPORARY SEEDING TO BE MAINTAINED UNTIL OISTURBEO AREAS
ARE PERMANENTLY STABILIZED WITH PERMANENT SEEDING. IF ArN SERIOUS EROSION PROBLEM OCCURS, THE ERODED
MEAS SHALL BE REPAIRED ANO STABILIZED WITH A MULCH A.5 INDICATED IN NOTE 6.

'

14. NfY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLANS WILL REQUIRE THE
SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS TO THE DISTRICT FOR
RE-CERTIFIC.ATION. THE REVISED PtANS MUST MEET ALL CURRENT STATE SOIL EROSION AND SEDIMENT
CONTROL STANDARDS.

17. ALL SOIL WISHED, DROPPED, SPILLID, OR TRACKED OUTSIDE THE LIMIT Of DISTURBANCE OR ONTO
PUBLIC RIGHT-Of-WAY WILL BE REMOVED IMMEDIATB.Y

1. REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER IN f,Jff DIMENSION, REMOVE ALL OTHER DEBRIS,
SUCH N3 WIRE, CABLE, TREE ROOTS, PIECES Of CONCRETE, CLODS, Wf.!PS OR OTHER UNSUITABLE MATERIAL

i

ADVANCE OF ANY LAND DISTURBING ACTlVllY.

13. CONDUIT OUTl.Ef PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE
DRAINAGE SYSTEM BECOMING OPERATIONN....

'

No. "'

10. THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRmNG 72 HOURS IN

D. UOU!P MlHCH BINPFRS·
1. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WINO CATCHES THE MULCH, IN VALLEYS, AND AT CRESTS Of
BANKS. REMAINDER Of AREA SHOULD BE UNIFORM IN APPEARANCE.

SEEDING SCHEDULE

21! STOR'f
FRAME DWEUJNG

9. IN ACCORDN-lCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS, ANY SOIL
HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDES SfW.l BE COVERED WITH A MINIMUM Of
1WELVE (12) INCHES OF SOIL HAVING A PH Of 5 OR MORE PRlOR TO SEED8£D PREPARATION. AA.FJ,S
WHERE TREES OR SHRUBS ARE TO BE PLANTED SHAl.1 BE COVERED WrrH A MINIMUM Of TWENTY-FOUR
(24) INCHES Of SOIL HAVING A PH OF 5 OR MORE.

12. IN mAT N.J.SA 4:24-39 ET SEQ. REQUIRES TI-IAT NO CERTIFICATES Of OCCUPANCY BE ISSUED
BEFORE THE PRO\IISIONS Of THE CERTIAED PLAN FOR SOIL EROSION AND SEDIMENT CONIBOL HAVE BEEN
COMPLIED Wlll-t FOR PERMANENT MEASURES, ALL SITE WORK FOR SITE PLANS AND ALL WORK AROUND
INDMDUAI... LOTS IN SUBDMSIONS, WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT ISSUING A
REPORT OF COMPLIANCE FOR THE ISSUANCE Of A CERTIFICATE Of OCCUPANCY BY THE MUNICIPAUTY.

{REV!sED PER 7IJ srANDAROS FOR SOIL EROSION AND S£O/IJENT CONT1IOL' 7th E/J/TION, JANAIIY 2014)

RETAIL SPACE
UNIT-1

8. THE STANDARDS FOR STABILIZED CONSTRUCTION ACCESS REQUIRES THE INSTAl..l.ATION Of A STONE PAD
Of 1 1/2• TO 2• STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFIER INITIAL SITE
DISTURBANCE.

C. CRIMPER MULCH ANCHORING COOiTER
A TRACTOR-DRAWN IMPLEMENT ESPECIALLY C€SIGNED TO PUNCH AND ANCHOR MULCH INTO THE SOIL SURFACE. THIS
PRACTICE AFFORDS MAXIMUM EROSION CONTROL BUT ITS US£ IS LIMITED TO THOSE SLOPES UPON WHICH THE TRACTOR
CAN OPERATE SAFELY. SOIL PENETRATION SHOULD BE DONE ABOUT 3 TO 4 INCHES. ON SLOPING LAND, THE OPERATION
SHOULD BE DONE ON THE CONTOUR.

8. Sl'NTHETIC BINDERS - HIGH POLYMER SfNTHETIC EMULSION, MISCIBLE Wlll-t WATER WHEN DILUTED ANO FOLLOWING
APPLICATION TO MULCH, DRY1NG AND CURING SHALL NO LONGER BE SOWBLE OR DISPERSIBLE IN WATER IT SHALL BE
APPLIED AT RATES AND WEATHER CONDffiONS RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKLY UNTIL
GERMINATION Of GRASS.

LOT 3

5. A SUB-BASE COURSE WILL BE APPLIED IMMEDIAffi.Y FOLLOWING ROUGH GRADING AND INSTAl..lATION
Of IMPROVEMOOS TO STABILIZE STREETS, ROADS, DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO
UTILITIES ARE PRESENT, THE SUBBASE SH.Ail BE INSTAl.lIO WITHIN 15 DAYS OF THE PRELIMINARY
GRN!ING.

8. MIH CH NETTINGS·
STMU PN'ER, COTTON, OR PLASTIC NETTINGS OVER MULCH. USE A DEGRMlABLE NETTlNG IN AREAS TO BE MOWED.
NETTING IS USUALLY AVAILABLE IN ROLLS 4 FEET WIDE AND UP TO 300 FEET LONG.

2. USE ONE Of THE FOLLOWING:
A. ORGANIC AND VEGETABLE BASED BINDERS - NATIJRAI.LY OCCURRING, POWDER BASED, HYDROPHILIC MATERIALS THAT
MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO MULCH UNDER SATISFACTORY CURING CONDmONS WILL
FORM MEMBRANED NETWORKS OF INSOLUBLE POLYMERS. THE VEGETABLE GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND
NOT RESULT IN A PHYTOTOXIC EFFECT OR IMPIDE GROUwrH OF TURfGRASS. VEGETABLE BASED GELS SHALL BE APPLIED
AT RATES AND WEATHER CONDITlONS RECOMMENDED BY THE MANUFACTURER.

'8

-

�

..

\

4. ALL WORK TO 8£ DONE IN ACCORDANCE WITH THE STANDAADS FOR SOIL EROSION AND SEDIMENT
CONTROL IN NEW JERSEY.

11. AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATION STABILIZATION IS GOING TO
BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PRQI/IC{ A SUITABLE DMRONMOO TO SUPPORT i'OEQUATE
VEGETATIVE GROUND COVER IT, SHAl..l. BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTlY
ADJUST THE SOIL CONOffiONS AND RENDER IT SUITABLE FOR VEGITATIVE GROUND COVER. If THE
REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CON □m ONS, NON-VEGETATIVE MEANS
Of PERMl'NENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.

mm.

LIMIT Of DISl\JRBANCE
r ,& 'SILT FENCE (11'1'

3. PERWNENT "1:GETATION TO BE SEEDED OR SODDED ON All
EXPOSED AREAS WffillN TEN (10)
DAYS AFTER ANAi.. GRADING. MULCHING IS REQUIRED ON ALL SEEDING. WHEN HYDROSEEDING, MULCH
SHAl..l. NOT BE INCLUDED IN THE TANK WITH THE SEED

7. ANY STEEP SLOPES RECEMNG PIPELINE INSTAl...l.AllON WILL BE BACl<FllLED AND STABILIZED DAJLY, N3
THE INSTALLATION CONTINUES {I.E. SLOPES GREATER THAN 3:1).

E. MULCH NETTING, SUCH N3 PAPER JUTE, EXCELSIOR, COTTON, Pl.ACTlC, MAY BE USED.

I

2. ANY DISTURBED AREAS OOT WILL BE LEFT EXPOSED MORE THAN 30 DAYS, AND NOT SUBJECT TO
CONSTRUCTlON TRAFFlC, WILL IMMEDIATELY RECEIVE A TEMPORAAY SEEDING. IF THE SEASON PREVENTS
THE ESTABLISHMENT OF A TEMPORARY CO\IER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR
EQUIVALENT MATERW., AT A RATE Of TWO (2) TONS PER ACRE, ACCORDING TO STATE STANDARDS.

6. IMMEDIATB.Y FOLLOWING INITW. DISTURBANCES OR ROUGH GRADING, ALL CRmCAL AREAS SUBJECT TO
EROSION (I.E. STEEP SLOPES AND RONJWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN
COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE Of TWO (2) TONS PER ACRE,
ACCORDING TO STATE STANDARDS.

0. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 POUNDS PER ACRE (OR ACCORDING TO THE
MANUFACTURER'S REQUIREMENTS) MAY BE APPLIED BY A HYDROSEEOER.
IHV.•n.81

1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO 8£ INSTALLED PRIOR TO ANY MAJOR
SOIL DISTUR8ANCES, OR IN THEIR PROPER SEQUENCE, ANO MAINTAINED UNTIL PERMANENT PROTECTION IS
ESTABUSHED.

LIGHT P05T

EXISTING
GROUND

/

EXISTING R.O.

�

PROVIDE APPROPRIATE
TRANSITION BETWEEN
STABILIZED CONSTRUCTION
ENTRANCE & PUBLIC
/ RlGHf-OF-WAY

\PUBLIC
RIGHT-OF-WAY

IHSTAl.l.ED EEFORE INSTM..lATIOH.

STABILIZED CONSJRUCTION
ENTRANCE
N.T.S.

1/15/18

EXISTING GROUND
OIG 6" DEEP TRENCH, BIJR'I' BOTTOM Fl.AP, TAMP IN PLACE

DATE

SILT FENCE
(SEE DETML)

1-

20

SILTATION FENCE DETAIL
N.T.S.

DESCRIPTION

CHK'D. APPV'D

6

Harbor Consultants Inc.
Engineers & Surveyors
320 NORTH AVENUE EAST
CRANFORD, N.J. 07016

F.&IC SECURED TO POST WITH METAL
FASTENERS AND REINFORCED
BETWEEN FASTENER ANO FABRIC

TOPSOIL STOCKPILING
DETAIL
N.T.S.

REVISIONS PER NEGLIA LETTER Of 12-08-2017

0

Phone (908) 276-2715 Fa:.r (908) 709-1738
Email: info@hcicg.net

ELEVATIONS SHOWN ARE BASED
ON NAVO 88

PRELIMINARY AND FINAL SITE PLAN

GRAPHIC SCALE

SOIL EROSION AND SEDIMENT CONTROL PLAN

I

10

20

l___�I

�

( IN FEET )
1 inch = 20 ft.

00

No. 347-351 WEST CLAY AVENUE
LOTS No. 1 AND 2, BLOCK No. 307
UNION COUNTY
NEW JERSEY
BOROUGH OF ROSEllE PARK
SCALE;

1"=20'

DATE:

8/29/17

DESIGNED BY:

V.E.V.

DRAWN BY:

C.V.F./A.M.

WORK FILE:

2017027_SESC

. c

VICTOR E. VINEGRA
PROFESSIONAL ENGINEER & LAND SURVEYOR
NEW JERSEY LICENSE No. 3Wi0

CERTIFICATE Of AUTHORIZATION No

24GA27962100

PROJECT No:

2017027

 1/2"

�

I

(AVG.)

I

4•
18"

14"

'

,.

.:�--..

. _.:_

·, : ·. ?-·

GRANITE
BLOCl<, 1/2"
JOINTS FILLED
WITH 1:2
MORTAR AND
P�NITD
CONVEXLY.

JOINT TO BE 1/2" WIDE AND POINTED
WITH 1:2 CEMDff SANO AND t.lORTAR

10

�- <

: .:��--- •:

,.

PAVEMENT

6 -0" HIGH DECORATIVE 'VINYL PVC FENCE
(SEE DWJL)

r

.. . ,.

CONCRETE
SETllNG SLAB

RISER
lilllL
RISER COVER REQUIRED FOR ALL RISERS LOCATED IN SIDEWALK OR PAVEMENT

6"-3000 PS CONCRElE SL.AB__,.,.,..

VIITH � 7'x12' REINFORaNG

PROPOSED
6'x6' DUMPSTER
TRASH

PROPOSED
GRANITE BLOCK
CURB (rrP.)

BANKRUN SAND & GRAVEL
OR CRUSHED STONE AS DEEMED NECESSARY
BY THE ENGINEER

1WO ± {9'-0") SYdNG GATES

4• SQUARE TO 4' ROUND
TRANSITION COUPLING
PVC Sch. 40
/_
4•x4• TEE. PVC Sch. 40

DUMPSTER ENCLOSURE
DETAIL (JYP.)
N.T.S.

6

MAINTAIN FULi DEPTH {18") AT
DRIVEWAY

7/8"

.I I
5• SO POST -�

U-CHANNEL

T &: G PICKET
1 1/2 X 5 1/2"
RIJL

�

DEPRESSED BELGIAN BLOCK
CURB AT DRIVEWAY
N.T.S.

""

STORM SEWER

.

.I I

N.T.S.

"'

r

,.

�:

DECORATIVEN.T.S.VINYL FENCE

I
I
I
: I
I I

lttlCK DENSE GRADED AGGREc;t.TE

PARKING LOT PAVEMENT DETAIL

18"MAX

"' r-L--....

POST CAP

,

A

I

11' -

o· (VAN)

I•

5• -

o· (VAN)

•

I•

B' - O"

J

LJ

--------FR
:{---7
,---------, I
I
I I
I
I I
I
I I
I II
I

I
I
I
I
I

.A ' '
I

,,,

L

I

2. INVERT TO BE CLASS "C" CONCRETE.

CONC.
CURB

T
A
J

I

��� I
�===
1
I
===
1===
===� jI

MANUFACTURED BY CAMPBELL FOUNDARY
Co., OR EQUAL

I

5. PROVIDE 7/6" DIA. ALUMINUM LADDER
RUNGS, 12" O.C.

6. All PRECAST STRUCTURES TO RECEIV E

BITUMASTIC TAR COAT OUTSIDE ONLY.

PLAN

CLASS "C"
coNCRETE �

,0

6" IF CONCRETE OR
CONCRETE BLOCK,
s• IF BRlCK.

�

'

-,<E:IE=IE=ID ' --�

�I

6" HEAD

PROPOSED SIGNAGE DETAILS
N.T.S.

AIR-ENTRAINED
CLASS B CONCRETE
NJDOT SPEC.

"'

CLASS "D"
CONCRETE

I

,

INVERT
4' -o"

---.::

SECTION A-A

l

TYPE

SECTmN B-B

·e• IN! ET - DETAIL
N.T.S.

,

DEPTH OF INVERT TO BE
0.50 THE DIAMETER OF THE
MAIN LINE

�

•
•
•

•

•
�

•

,

•

JOINT SEALER

I·1/
• •

PAVEMENT SURFACE
V

•

• •

DEPTH OF JOINT FlllER
STRIP EQUAL TO THE
THICKNESS OF THE
PAVEMENT LESS 1/2"

THIS FACE MAY BE CONSTRUCTED
i ON SAME BATTER AS UPPER FACE
� •� -: -,V,-i - WHEN CURB IS CONSTRUCTED
Fi--'---�� ADJACENT TO BITUMINOUS

•

13 MM PREFb�iltl! filPANSION JOINT FlLLER,
BITUMINOUS TYPE, TO BE INSTAllED BETll[EN
CURB AND CONCRETE PAVEMENT OR CONCRETE
BASE COURSE
E

1. TRANSVERSE JOINTS 1/2" \\IDE SHALL BE INSTALLED IN THE CURB 10' APART
AND SHAll BE FlllED 111TH PREFORMED BITUMINOUS-IMPREGNATED FlBER JOINT
FlLLER, COMPLYING 111TH THE REQUIREMENTS OF AASTHO SPEC. M-213 RECESSED
1/4" IN FROM FRONT FACE AND TOP OF CURB.

•I

2. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHAll BE INCLUDED
IN THE UNIT PRICE 810 FOR CURB.
3. CONCRETE

TO

NJDOT CLASS "B" (4000 PSI, 26 DAY STRENGTH)

CONCRETE CURBN.T.S.DETAIL (ON SITE)

VAN

ACCESSIBLE

STANDARDS, LATEST EDmON.

.l!QIES;
1. All POSTS SHALL BE OF AOEQUATE LENGTH TO
MEET THE REQUIREMENTS FOR ERECTION, AS
STATED IN THE CURRENT MANUAL ON "UNIFORM
lRAFFlC CONTROL DEVICES• FOO STREETS AND
HIGHWAYS.

EDGE Of :::.;:
PAVEMENT

V

•

1

V

10"

liQli

All SIGNAGE SHAU. CONFORM TO M.U.T.C.D.

PAVEMENT CRO-.N
3'-6"

,

18"

1/15/18

REV.

DATE

GRADE

30• X 30• OR SMALLER

SINGLE POST

N.T.S.

Phone (908) 276-2715 Fu (908) 709-1738
Email: info@hcicg.net

4. IN AREAS WITI-IOUT CURBING, TI-IE OUTER EDGE
OF SI.GN TO BE 6'-o• MINIMUM TO 12'-0" MAXIMUM
FROM EDGE OF SHOUlDER, AS DIRECTED.

PRELIMINARY & FlNAL SITE PLAN

CONSfRUCllON DETAILS

No. 347-351 WEST CLAY AVENUE
LOTS 1 & 2, BLOCK 307

BOROUGH OF ROSELLE PARK

SCALE:

1 "=20'

CHK'D. APPV'D

DESCRIPTION

Engineers & Surveyors
320 NORTH AVENUE EAST
CRANFORD, N.J. 07016

3. POSTS SHALl BE STEEL POSTS, 2 LBS PER
FOOT, GREEN, IN CONFOOMANCE WITH CURRENT
A.S.T.M. SPEaFICATION A12J.

TYPICAL SIGN MOUNTING DETAIL

REVISIONS PER NEGLIA LETTER OF 12-08-2017

7

Harbor Consultants Inc.

2. AU. POSTS SHAU. BE EMBEDDED 4'-2• MINIMUM.

!

• •

�

•

R7-8 w/PENALTY PLATE (R7-llP)
AND VAN ACCESSIBLE PLATE (R7-BA)
12· x 1a·, 10· x 12· AND 12· x s·
(R7-8) (R7-BA)
(R7-8P)

·.=

)

•

V

1-1/4"

HANDICAPPED PARKING

SEE NOTE j4

LADDER
RUNGS

-=

--j7•

'

STOP SIGN

7. ALL STORM SE'WER PIPE SHAU HAVE A
6" STONE BEDDING TO 1 /2 DIAME'TER
OF PIPE.

B_j

1

R1-1 (30" X 30")

SECTION A-A

1.

1 R=

R= 1 -1/2"

PARKING

4. FRAME AND GRATE TO BE NO. 2618 AS

' : ...r

II

11

',

SUBGRADE
UNEXCAVATED

N.T.S.

RESERVED

3. IF WALL CONSTRUCTION IS OTHER THAN
CONCRETE, THE WALLS SHALL BE PLASTERED
BOTH INSIDE AND OUTSIDE WITH 1/2" THICK
CEMENT PLASTER.

..
' .,·
• . ,0

PAVEMENT

DEPRESSED CONCRffi CURB AT DRIVEWAY

GENERAL NOTES

1. FOOTER TO BE N.J.D.O.T. CLASS "D� CONC.

6" '

1. ANY EXCAVAllON BELOW DESIRED GRADE DUE TO OVER EXCAVATION rn WET SOIL CONDITIONS SHALL BE BACKFILLED 'MTI-1
¾� a..EAN CRUSHED STONE. All SUBGRADES SHAU. BE RE'f1EWED ANO APPROVED BY TI-IE ENGNEER PRIOR TO POURING.
2. EXP.A.NSION JOINTS SHALL BE PRO\llOEO AT EQUAL DIST.A.NCES Of NOT MORE TI-IAN 20' AND AT ALL STORM SEVlm INLETS.
JOINTS SHAU. BE FILLED WITH PREFORMED EXPANSION JOINT FILLER, ½." TI-11CK, CONFORMING TO NEW ..ERSEY DEPARTMENT
OF lRANSPORTATION ST.A.NOARO SPEOFlCATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 11-IE ..KJINT SHALL BE RECESSED
1/4• FRm,j 11-IE TOP ANO FRONT OF 11-IE CONCRETE CURB.
J. lRANS\IERSE JOINTS ½." "MOE SHALL BE INSTALLED IN TI-IE a.JRB 20' APART AND SHAU. BE FILLED WITH PREFORMED,
BfT\JMINOUS-IMPREGNATED FIBER JOINT FILLER, COMPLYING YIITI-1 TI-IE REQUIREMEN1'5 OF AASHTO M-213, RECESSED Jf
FROM THE FRONT FACE ANO TIF (F THE CURB.
4. DUMMY JOINTS (fORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS.
5. WIDTH OF JOINT Fill.ER STRIP EQUAL TO TI-IE TI-IICKNESS OF THE PAVEMENT LESS½.".
6. A½." PREFORMED EXPANSION JOINT FILLER, BITIJMINOUS TYPE, CONFORMING TO AASHTO SPEC'S M-JJ. TO BE INSTALlID
BETWEEN CURB ANO NON-BITIJMINOUS PAVEMENT 00 BASE COORSE.
7, CONCRETE TO BE CURED PER NJDOT SPECIFICATIONS.

HANDICAPPED PARKING
DETAIL
N.T.S.
AME AND GRATE

1· ---·1_

V

I•

PAVEMENT

A

EXPANSION
JOINT (TYP.)

\I

2" (NOM.)

FLAIR

5' - 4" -

N.T.S.

7. COlllE1E SllEWAlJ( TO IE CUl£D IS PER NEW .ERS£'I' STA1E
IICIIWAY 51'ECflCAll0N 198J SEClltft 11117.05 ol 111)5.
S. N£llS FIJI STAliftD ,I ca..cR CQfCRET[ SHAU. REIINE CWII !HAKE
A la' LAST 1' CF CCNa!E'1E 00 MA"IID INTO cutCRE1E 11£ STAii'
PATIERN 9WJ. IIE Qf05[N SY � CQISJLTNffli N«l l!Altll 1HE
ElllSTNG PAYNG SlllNES !JI :iTE.
9. camt\C1al 10 SAW QJT CQfCRET[ EllPHISl!Jrl JCWNTS MRY le
lJI� f'EET 10. ALL � ro BE $EAL COAllll.

18"MAX.

VARIABLE

\

4• BWE
STRIPING {TIP.)

PAINTED
(4" BLUE)
HANDICAPPED
SYMBOL
(54"W , 60"H)

FLAIR

TOP o F
CUR�_

PROPOSED HANDICAP PARKING
SIGNS MOUNTED ON PCli
� {R-78, R7-8A & R7-8P) (TIP.)
�

4• THICK BITUMINOUS
STABIUZED BASE COURSE
{MIX 1-2)

�=:=s�i�����eM'm.

CONCRETE SIDEWALK
DETAIL
N.T.S.

�
i,

2" TOP COURSE (MIX 1-5)

3•

'

FOOTING WIDTll, 2 , POST "OTll �
MIN. OEPTl-1 Of JO'

ROOF LEADER SPILL-OFF

COMPACTED}
SUB-GRADE

CTR.

,,

BOTTOM RAIL INCLUDES �
REINFOOCING METAL INSERT

All PROPOSED CONCRETE

SURFACES TO BE SEAL

SECDON

//
/

/

7/8" X 6"

6

7'-7'

,. //

/

FACE TO FACE

a·-o· CTR. TO

•

� SHAU. BE 'IIIEl.l. DRAINED Ml> COWPAClfD TO A FRI
SURFACl 'MiH A llilFlllll BEARING POWER.
2. COfCRElE SHAJ. BE a.ASS "8' ,tJIJ M( ElffltlflED, 4000 PSI
J. 1HE Sf£WMJ( SHAU. BE FOOR f4l l�ES 1ltCK Ntl SHAU. BE
F1119iED '1111H A WIXll Fl.OAT FUillEl BY BRIJSHI� \l1H A WET SCfT
HAIR BRUSH. (ff llllCK AT IIIMWA'IS)
� CQICRETE 11AL.K SHAU. HA'oE FALSE .DlTS E\El!Y 4 I.JNEAR FEET Nil
A Rill QJT .ONT E\ERY 12 UIEAR FEEi'.
5. lf£RE 9.0AlJ( AD.DIS QJRB, cn«Jl£'I[ APRON, al 01HER
SlRUCT\EE, vr PD!falED ..otlT FUER SHALL BE INSTAU.£D.

COMPACTED

Vlrfi'L (PVC) FENCING SHOWN IS BY MASfER HAI.CO, INC.,•
ORANGE, CA, "IMPRESSIONS• SERIES PRIVACY FENCE.
SUBSTTTUTIONS SI-IALl 8£ "'5 APPROVED BY THE
APPLICANT AND THE TOWNSHIP OF WOODBRIDGE.

' LEADER

1/2• PREFORMED
BITUMINCN.JS FIBER
EXPANSICJ,l JOINT.

I COATED

SI.OPE , 1/+" PER 1'-0"

NOTE: EXCAVATIONS IN EXISTING PAVED ROADWAYS SHAl..1 BE COORDINATED WITH THE CITY ROAD
DEPARll,\ENT, AND IJ.L EXCAVATION SHALL BE PAVED WITH TEMPORAi\\' BITUMINOUS PAVEMENT
FROM THE DATE OF ORIGINAL EXCAVATION UNTIL PERMANENT PAVEMNET IS INSTALL.ED.

POST CAP OPTIONS

12·

JOINTS TO BE MAX. 3/4" 'WIDE AND POINTED, WITH 1:2
MIX CEMENT MORTAR. JOINTS TO BE ctEANED ANO
DAMP PRIOR TO POIN'TING.

o.o.

:I

FALSE JOINT
'----- EXPANSION JOINT ----'

TYPICAL UTILITYN.T.S.TRENCH DETAIL

PROPOSED DEPRESSED CURB
DEPRESSED CURB OPENING
12 FEET
DRIVEW,6. Y OPENING

J )(

N.T.S.

5•-0·

I'

AS SHOYIN PER PL.A.NS
,_____________
__,I

UTILIT'I' PIPE

J

,

Cl EANOUT RISER COYER DETAIL
PROPOSED
6'x6' DUMPST[R
ECYI.JN

. �· ...

--- HAND PLACED BACKFILL SUITAl3L£
EXCAVATED MAlIRIAI... OR GRANULAR
SEL.£CT BACKFILL AS DIRECTED BY ENG.
MECHANICAIJ.Y TAMPED IN s• LAYERS

�-- CAMPBELL FOUNDRY
CASTING #1000 I\HH
CAM-LOCK OR EQUAL

1

f4 ·.• � �: ...
.• •...• ':
. .

1---- SIDE SLOPES IN ACCORDANCE WITH
APPLICABLE REQUIREMENTS OF O.S.HA
& O™ER GOVERNMENT-'l. REGULATIONS

,ye-- BITUMINOUS

,a·-o·

20'-0" {MAX.)

---�KFlll W/StmABLE EXCAVATED
-.__j_-JMATERL'IL OR SELECT GRANULAR
8'CKFILL AS DIRECTED BY
ENGINEER MECHANICAU.Y TAMPED
IN 1a• LAYERS

3"±

SURFACE

GRANITE BLOCK CURB
DETAIL (ON SITE)
N.T.S.

PAvrMENT
SURFACE

,--- FlNISHED
GRADE

11-7/8"

PA'vl:MENT

FORMS TO BE
TO
���
.>. ··:•: --�- _ -�; -� --:.�·-�- ..
. · ...-: . f
1-- - PAVEMENT. TOP
.
·. .... � .· '1 •.
OF CONCRETE
SHALL BE 7-1/2"
BELOW GRADE.
14"

.-4

EXPANSION
JOINT

PAVEMENT (REPLACE IN KIND OR AS DIRECTED BY THE CITY ENGINEER)
4• TOPSOIL FERTILIZER & SEED

DATE:

8/29/17

UNION COUNTY

DESIGNED BY:

V.E.V.

DRAWN BY:

C.V.F,/A.M.

. c

VICTOR E. VINEGRA
NEW JERSEY

WORK FILE:

2017027_Details

PROfESSIONAL ENGINEER & LAND SUR'\'EYOR
NEW ,ERSEY LICENSE No. 34460

CERTIFICATE

Of' AUTHORIZATION

24GA27962100

N

PROJECT No:

2017027

 FILL

"''°'
DRAINAGE FILL TO
18" OF TOP OF WALL

a.JRB BOX ----1
2• T'IPE •K• COPPER TUBING

1.0

CORPORATION STOP

6" MIN.
CURB STOP

CAMPBEU FOUNORY COMPANY PATTERN NO. 12028 OR
APPROVED EQUIVALENT
PRECAST SLAB TCfl
FOR 6ft DIA.
MANHOl.£ w/30"
OPENING (TYP, 8"
THICK, REINFORCED)
DESIGNED FOO
HS20-4-4- LIVE LOAD

POL'IPROP'l'l.ENE
LADDER
RUNGS

MAIN

DOMESTIC WATER SERVICE CONNECTION
N.T.S,

....;

6" ;·; �· :-: ,," �.:.g•. ;·· .'>·'.. -�

.

CURB RAMP DESIRABLE
SLOPE 1:12 CURB MAX.
SLOPE 1:8

\

, , , ---

-

�;;�

D GRANULAR

4) CONTRACTOR SHALL FOLLOW ALL APPLICABLE PROVISIONS OF THE MANUFACTURERS INSTALLATION
INSTRUCTIONS AND WRITTEN SPECIFICATIONS.

5) COMPACTION TESTS SHALL BE PERFORMED AS THE WALL IS INSTALLED UNDER THE DIRECTION OF

-��- .-;..;·.,_.··:.•··.'.

THE SITE GEOTECHNICAL ENGINEER.

COMPACTION SHALL BE TO 95% MODIFIED PROCTOR DENSITY.

6) BACKFILL MATERIAL SHALL CONSIST OF WELL DRAINED LOAMY SAND, SANDY LOAM, LOAM TO SANDY

ALL BACKFILL

7) CONTRACTOR SHALL ESTABLISH TURF IMMEDIATELY UPON COMPLETION OF THE WALL.

8) BENCH CUT ALL EXCAVATED SLOPES.

N.T.S.

9) BASE MATERIALS SHALL BE PLACED UPON UNDISTURBED SOILS.

1D) A POST & RAIL FENCE SHALL BE INSTALLED ALONG THE TOP OF ALL
RETAINING WALLS WITH A HEIGHT OF 2.5 FEET OR GREATER. (SEE DETAIL)

I -2.0%

MODULAR BLOCK RETAINING WALL

•
�e--__:;.-;-:'.S:':LO�P;E:'.::=====1
\ \::
2.
RAMP

SECTION THROUGH RAMP

INSET

N.T.S.

GUffiR
LINE

4' MIN. LANDING AREA
CROSS SI.OPE 1-1/2%
OR LESS

FILTER fABRIC ALONG PERIMElER
Of STONE BED. PROVIDE MINIMUM
OF 1 ft. OVERLAP ACROSS TOP.
(MIRAFI 140NC OR SIMILAR)

CURB RAMPS

BA(l(Flll 'MTH
J/4" CLEAN STONE

««
»"«
�

''
I

NOTE:

RAMPS & �DE RAMPS
SHAil HAVE A HAND
BROOMED FlNAL FlNISH

S' MIN.

M.C.

;;,-'
"

y= w
y = h 1 x 12

�

,·

C>.MPBEU 13070 CAST1NG
SOLID COVER
COVER -"' 87.50

�"

>;:;"

«
?.>:
-.(<

�

=

LJllOER
RUNGS
0 12· o.c,

36" HOPE
INV•82.00

ALTERNATE "A"

A

L�
;,

,.

5'-o" NOM.
4'-0"

2'-o·

2'-o·

6" SOLID CONC.
BLOCK OR PR ECAST
STRUCTURE

:;,; >;:;"
v<

h1 = h - z/24
h2 = h 1 + x/24

8#lTER

NOTE:

,·;,.� COMP

1) DRAINAGE FILL SHALL BE 1/2" - 3/4" WASHED RIVER RUN GRAVEL AND SHALL BE INSTALLED
BEHIND THE WALL TO WITHIN 18" OF THE TOP OF THE WALL.
2) GRANULAR BASE SHALL BE 3/4" CRUSHED GRAVEL, MINIMUM 6" THICK, COMPACTED TO 95%
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NEW YORK
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NORTH CAROLINA
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FLORIDA
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RA407216

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6 JUN2017
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NEW YORK
037184-1

NORTH CAROLINA
13489

DELAWARE
SS-0007819

FLORIDA
AR98285

PENNSYLVANIA
RA407216

PROJECT NO.:

17- 098

DATE:

12MAY2017

SCALE:

AS SHOWN

DRAWN BY:

KS

REVISION:
CONCEPT 'A'
CONCEPT 'B'
CONCEPT 'C'
CONCEPT 'D'
CONCEPT 'E'

25MAY2017
6 JUN2017
16 JUN2017
21 JUN2017
21 SEP2017

DRAWING DESCRIPTION:
EXIST RIGHT SIDE ELE. W / ALT.
EXIST LEFT SIDE ELE. W / ALT.

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PROPOSED LEFT SIDE ELEVATION

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A-5