'
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PRELIMINARY & FINAL SITE PLAN FOR

'

BLOCK 911, LOTS 2, 3 & 31
WALNUT STREET & EAST WESTFIELD AVENUE
BOROUGH OF ROSELLE PARK
UNION COUNTY, NEW JERSEY

'

PUBLIC UTILITIES
PSE&G - ELECTRIC

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ELIZABETHTOWN GAS
NEW JERSEY AMERICAN WATER
VERIZON - TELEPHONE

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COMCAST CABLE COMMUNICATIONS

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APPROVALS

•

CHAIRMAN,
ZONING BOARD
•

INDEX OF SHEETS
SITE PLANS
SHEET

COVER SHEET \ LOCATION MAP

2

KEY MAP

4
5
6

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DESCRIPTION

1

3

.

,

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DATE

..

EXISTING CONDITIONS PLAN

S • T

8

..
•

9

.
,10,

II

SITE PREPARATION PLAN
LAYOUT & DIMENSIONING PLAN
GRADING DRAINAGE & UTILITIES PLAN

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/ BOUNDARY
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_________________ _!__ __!________________________ ----------------

BOROUGH.

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ROSEJ..LE

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NEW

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SECRETARY, ZONING BOARD

DATE

BOROUGH OF ROSELLE PARK ENGINEER

DATE

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7

LANDSCAPE & LIGHTING PLAN

8

SOIL EROSION & SEDIMENT CONTROL PLAN

9-10

LOCATION MAP
N.T.S.

CONSTRUCTION DETAILS

APPLICANT/OWNER:
W&W ROSELLE PARK, LLC
23 Jani Court
Clifton, NJ 07013
908-245-6264

JANUARY 2018
REVISED MAY 2018

Ran1ani
Grou11
Real Es.rate De11clopcr

ENGINEER:

Keller & Kirkpatrick, Inc.

301 Gibraltar Drive, Morris Plains, N.J. 07950
Certificate of Authorization

f24GA28037400

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�-'�la:_

ANDREW CANGIANO,�essional Engineer, Lie. 43111

PROJ. No. 2017066

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-�<:-t's' ◊'

 14

200' PROPERTY OWNERS
Block
910
910
910
910
910
910
910
910
910
910
911
911
911
911
911
911
911
911
911
911
911
911
911
911
911
911
911
911
911
911
911
911
911
911
913
913
913
913
913
913

Lot
Current Owner
Property Address
Mailing Address
16
KOTHARI, AT UL & JAVNIKA
115 WIWAMS ST, ROSELLE PARK, NJ 07204
115WILLIAMS ST, ROSELLE PARK, NJ 07204
17
OAKLEY, AUNCf\E & KENCf\A J
119WILLIAMS ST, ROSELLE PARK, NJ 07204
119WILLIAMS ST, ROSELLE PARK, NJ 07204
28
SOLER, WILLIAM & ANA
128WALNUTST, ROSELLE PARK, NJ 07204
128 WALNUT ST, ROSELLE PARK, NJ 07204
29
ALEXIADES, GEORGE & JOAN R
124 WALNUTST, ROSELLE PARK, NJ 07204
124WALNUT ST, ROSELLE PARK, NJ 07204
30 MATHIS,OOLORES & FURR-WASHJNGTON,B
122WALNUT ST, ROSELLE PARK, NJ 07204
122WALNUT ST, ROSELLE PARK, NJ 07204
31
1:0NSU1 AMA & ACC::O, ISAAC
118WALNUTST, ROSELLE PARK, NJ 07204
118WALNUTST, ROSELLE PARK, NJ 07204
32
GJUMALAT SOS, DIMJT RIOS & KELLY
114 WALNUTST, ROSELLE PARK, NJ 07204
114 WALNUTST, ROSELLE PARK, NJ 07204
33
JAIN, SONAL
83WESTFIELD AVE E, ROSELLE PARK, NJ 07204
83 WESTFIELD AVE E, ROSELLE PARK, NJ 07204
34
DAWE, KERIN & MARGARET
77WESTFIELD AVE E, ROSELLE PARK, NJ 07204
77WESTFIELD AVE E, ROSELLE PARK, NJ 07204
3S
GJLLNICK, BRENT & YEUNG, JOANNA
71WESTFIELD AVE E, ROSELLE PARK, NJ 07204
71 WESTFIELD AVE E, ROSELLE PARK, NJ 07204
1
BASILE, SALVATORE & AUGUST A
101 WESTFIELD AVE E, ROSELLE PARK, NJ 07204
1063 SUNNY VIEW DR, MOUNTAINSIDE, NJ 07092
2
W&W ROSELLE PARK LLC
109 WALNUT ST, ROSELLE PARK, NJ 07204
23JANIT CT, CLIFTON, NJ 07013
3
W&W ROSELLE PARK LLC
23JANITCT, CLIFTON, NJ 07013
111WALNUTST, ROSELLE PARK, NJ 07204
4
SALA, JOSE & PATRICIA
113WALNUT ST, ROSELLE PARK, NJ 07204
113WALNUT ST, ROSELLE PARK, NJ 07204
s
CJZIANOSKI, WALTER & MARGARJDI\
119WALNUT STREET, ROSELLE PARK, NJ 07204
119WALNUT STREET, ROSELLE PARK, NJ 07204
6
SIGNORELLO, FRANK & ELIZABET H
121 WALNUTST, ROSELLE PARK, NJ 07204
121WALNUTST, ROSELLE PARK, NJ 07204
7
PERTOWSKI, FRANK
127WALNUTST, ROSELLE PARK, NJ 07204
127WALNUTST, ROSELLE PARK, NJ 07204
8
CAO, CHARLES ZHONG-IE & XU, BIN
131WALNUTST, ROSELLE PARK, NJ 07204
131WALNUT ST, ROSELLE PARK, NJ 07204
9
HERRERA, LOURDES
133WALNUTST, ROSELLE PARK, NJ 07204
133WALNUTST, ROSELLE PARK, NJ 07204
17 LODAT O, P A & FORCE, D R (T RUST EES)
1S4 UNION ROAD, ROSELLE PARK, NJ 07204
1S4 UNION ROAD, ROSELLE PARK, NJ 07204
1B
MESH!, AGRON & IRIS I
150 UNION ROAD, ROSELLE PARK, NJ 07204
150 UNION ROAD, ROSELLE PARK, NJ 07204
19
VALDES, JORGE JR
148UNION ROAD, ROSELLE PARK, NJ 07204
148 UNION ROAD, ROSELLE PARK, NJ 07204
20
LAM, KEUNG BING
144 UNION ROAD, ROSELLE PARK, NJ 07204
144 UNION ROAD, ROSELLE PARK, NJ 07204
21
MAT HEW, RENJU & ANU SUSAN
140 UNION ROAD, ROSELLE PARK, NJ 07204
140 UNION ROAD, ROSELLE PARK, NJ 07204
22
LOPEZ, ALFONSO
136 UNION ROAD, ROSELLE PARK, NJ 07204
136 UNION ROAD, ROSELLE PARK, NJ 07204
23
CZYZEWSKI, JOHN EDWARD
132UNION ROAD, ROSELLE PARK, NJ 07204
132UNION ROAD, ROSELLE PARK, NJ 07204
24
EMME, GEORGE H III & EMME, LYNNE P
128 UNION ROAD, ROSELLE PARK, NJ 07204
128UNION ROAD, ROSELLE PARK, NJ 07204
25
PAIVA,GEORGE & KATHUEEN
124UNION ROAD, ROSELLE PARK, NJ 07204
124 UNION ROAD, ROSELLE PARK, NJ 07204
26
BENIT EZ, YAZMIN SALCEDO
120 UNION ROAD, ROSELLE PARK, NJ 07204
120 UNION ROAD, ROSELLE PARK, NJ 07204
29 JAKIMDWICZ PARTNERS,L P & RAYMOND R
117 WESTFIELD AVE E, ROSELLE PARK, NJ 07204
30 KERBY LANE, MENDHAM, NJ 07945
30 FOUR GS CONT RACTING GROUP/S.GROSSO
111 WESTFIELD AVE E, ROSELLE PARK, NJ 07204
812FILBERT ST, ROSELLE PARK, NJ 07204
31 FIT ZPATRICK, JOHN E. JR. & SAUER, A.H.
109 WALNUT ST, BOX 438, ROSELLE PARK, NJ 07204
107WESTFIELD AVE E, ROSELLE PARK, NJ 07204
32
MENDES, MANUEL & ARMINCA FLORIM
105 WESTFIELD AVE E, ROSELLE PARK, NJ 07204
105 WESTFIELD AVE E, ROSELLE PARK, NJ 07204
33
SOUSA, PAULO
103WESTFIELD AVE E, ROSELLE PARK, NJ 07204
103WESTFIELD AVE E, ROSELLE PARK, NJ 07204
1
BOROUGH OF ROSELLE PARK
110 WESTFIELD AVE.EAST, ROSELLE PARK, NJ 07204
102WESTFIELD AVE E, ROSELLE PARK, NJ 07204
2
BOROUGH OF ROSELLE PARK
110 WESTFIELD AVE.EAST, ROSELLE PARK, NJ 07204
104 WESTFIELD AVE E, ROSELLE PARK, NJ 07204
3. 01
BOROUGH OF ROSELLE PARK
110 WESTFIELD AVE.EAST, ROSELLE PARK, NJ 07204 110 WESTFIELD AVE.EAST, ROSELLE PARK, NJ 07204
5.01
BOROUGH OF ROSELLE PARK
110WESTFIELD AVE, EAST, ROSELLE PARK, NJ 07204 llOWESTFIELD AVE, EAST, ROSELLE PARK, NJ 07204
6.01
GURWIT Z, HARVEY & CLARK, ROSI LIN
160RIVER EDGE DR, CHATHAM, NJ 070928
122WESTFIELD AVE EAST, ROSELLE PARK, NJ 07204
7
LUZANT, INC.
134 WESTFIELD AVE E, ROSELLE PARK, NJ 07204
121MEREDITH RD, COLON IA, NJ 07067

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40-2404

3.

BOUNDARY SURVEY TAKEN FROM A MAP ENTITLED "PLAN OF SURVEY, TAX LOT
31 BLOCK 911, BOROUGH OF ROSELLE PARK, UNION COUNTY, NEW JERSEY",
JOB NUMBER 845220, PREPARED BY EKA ASSOCIATES, P.A•• JAMES R.
WATSON, P.L.S., DA TED APRIL 14, 2017.

4.

LOT AND BLOCK NUMBERS SHOWN HEREON ARE BASED UPON THE CURRENT TAX MAPS OF
THE BOROUGH OF ROSELLE PARK, SHEET No.9

5.

HORIZONTAL DATUM IS BASED UPON NAD'83
VERTICAL DATUM IS BASED UPON NAVD'BB

6.

7.

8.
9.

PROPERlY DETERMINED TO BE OUTSIDE THE 500 - YEAR FLOOD PLAIN (ZONE X),
PER: FEMA FLOOD INSURANCE RATE MAP
BOROUGH OF ROSELLE PARK
UNION COUNlY
COMMUNllY PANEL NUMBERS 340473 0022 F
MAP REVISED: SEPTEMBER 20, 2006
THE INFORMATION SHOWN OF THIS SET OF PLANS CONCERNING THE lYPE AND LOCATION
OF UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL
INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS
TO THE lYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AS MAY BE
NECESSARY TO AVOID DAMAGE THERETO.
THESE PLANS ARE INTENDED FOR MUNICIPAL LAND USE BOARD REVIEW AND NOT FOR
CONSTRUCTION.
UTILllY SERVICES FROM PRIOR SITE USAGE MAY EXIST ON-SITE. CONTRACTOR SHALL
COORDINATE THE REMOVAL AND/OR RELOCATION OF SAME WITH THE RESPECTIVE UTILllY
COMPANIES.

10. TOTAL ACREAGE OF THE SITE (LOT 3 AND LOT 31) = 12,144 S.F. (0.28 ACRES).

ARTERIAL

MULTI-FAMILY

BUSINESS

RESIDENTIAL

COMPLIES

6 STORIES I 72 FT.

4 STORIES
51.25' (CURB LINE TO RIDGE)

10' MIN. DEPTH

LOT 31 - 6.5' PROVIDED

VARIANCE

10' ONE SIDE YARD, AGGREGATE

LOT 31 - 5 FT ONE SIDE YARD

VARIANCE

25' BOTH SIDE YARDS FOR ONE

10 FT AGGREGATE SIDE YARD

VARIANCE

EXCESS OF THREE (3) STORIES

4 STORIES = 20' REQ

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AND TWO STORY BUILDINGS.

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INCREASE EACH SIDE YARD 10'
FOR EACH STORY IN EXCESS OF

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TWO STORIES
4 STORIES= 30' ONE SIDE YARD,
AGGREGATE 45' BOTH SIDES

40'

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VARIANCE

LOT 3 • 4,759 SQ. FT.
TOTAL - 12,144 SQ. FT.
MIN. LOT FRONTAGE= 75 FT

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VARIANCE

LOT 31 - 49.9 FT.
LOT 3 - 10 FT

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16

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1.0 SPACE PER 250 SF
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- omcE PARKING UTILIZES THREE (3) TANDEM DRIVEWAY SPACES AND ONE
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- SHARED PARKING IS PROPOSED FOR OFFICE USE AND UN-DESIGNATED
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DESIGN EXCEPTIONS
PARKING SPACE AISLES

PARKING REQUIREMENT
24 FT.

PARKING REQUIREMENT
20 FT.

PROPOSED
23.3 FT_

PROPOSED
8.6 FT.

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LOCATION

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LOT 31 - 7,385 SQ. FT.

MIN. LOT AREA= 15,000 SQ FT

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COMPLIES

REQ REAR YARD= 22.2 FT

813

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LOT 31 - 32.4 FT REAR YARD

LOT 31 AVER. DEPTH= 148.3 FT

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15% OF THE AVERAGE DEPTH OF
THE LOT NOT TO EXCEED 25 FT

SCALE: 1 "=100'

BOUNDARY SURVEY TAKEN FROM A MAP ENTITLED "PLAN OF SURVEY, TAX LOT
3 BLOCK 911, BOROUGH OF ROSELLE PARK, UNION COUNTY, NEW JERSEY", JOB
NUMBER 845221, PREPARED BY EKA ASSOCIATES, P.A•• JAMES R. WATSON,
P.LS., DATED APRIL 14, 2017.

PROPOSED

(ADD 1 O' FOR EACH STORY IN

.

2.

CODE
COMPLIANCE

PERMITTED

(2.5 STORIES / 28 FT.)

HEIGHT REGULATIONS

40-2405(A.) FRONT YARD

BOROUGH
EXISTING CONDITIONS INFORMATION FOR THIS SET OF PLANS TAKEN FROM A SURVEY
PREPARED BY KELLER & KRIKPATRICK, INC. AND ENTITLED "EXISTING CONDITIONS SURVEY
BLOCK 911 LOTS 2, 3 & 31" DATE 10/3/17

PERMITTED USE

(ABUTTING RES. ZONE)

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PROJECT LOCATION - ZONE B-3 ARTERIAL BUSINESS DISTRICT
40-2402

C E N T RA L

NOTES:

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ZONING TABLE

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SALA, JOSE &: PA 71?/CIA
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3. 3.
BOUND ARY SURVEY TAKEN FROM A MAP ENTITLED "PL AN OF SURVEY, TAX
LOT 31 BLOCK 911, BOR OUGH OF ROSELLE PARK, UNION COUNTY, NEW
JERSEY", JOB NUMBER 84 5220, PREPARED BY EKA ASSOCIATES, P.A.. JAMES
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A Ts o N P L s
DAT ED APR 1L 14 20 1 7
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EXISTING CONDITIONS INFORMATION FOR THIS SET OF PLANS TAKEN FROM A SURVEY
PREPARED BY KELLER & K RIKPATRICK, INC. AND ENTITLED •EXISTING CONDITIONS SURVEY
B LOCK 911 LOTS 2, 3 & 31" DATE 10/3/17

Flag Pole

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JAKIMOltlCZ PARTNERS.
LP 4126/340

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LOT 2
FITZPATRICK, JOHN,
&: SAUER, A.H.
97
3388/8
2802/265

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4

10
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Cone. Steps

STEPS W/ CODE COMPUANT RAILING
MEET EXISllNG
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PROPOSED DEPRESSED CURB
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/
VERllCAL CURB A
Cone. Curb

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4204/61

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5670/598

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FOUR GS CONTRACTING
GROUP/S. GROSSO
5814/376

F.F. 'fJ0.4-8

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81.00

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L----1"-3" DELAWARE RIVER GRAVEL W/
FILTER FABRIC 6" THICK, (TYP.)
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CONCRETE CURB

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79'35'22"

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5

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 6 LF - 4" PVC
TC 80.82
BC 80.32

TC 80.81
BC 80.31

I
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PROPOSED TRENCH DRAIN
GR: 79.75
INV OUT: 78.25 4" PVC

LOT 4
SALA, JOSE &- PA TRICIA
5366/500

BLOCK 911

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PRE-FABRICATED SIDEWALK CASTING
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TC 60.40
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RIM: 80.10
INV IN: 76.50 24" HDPE
INV OUT: 76.00 6" PVC (OVERFLOW)
LOT 30
FOUR GS CONTRACTING
GROUP/5. GROSSO
5814/376

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RIM: 60.10
INV IN: 76.60 6" PVC
INV OUT: 76.50 24" HDPE

&: SAUER, A.H.
F. 83.37
P OPOSEO CLEANOUT 3388/897
GRADE RIVER
2802/265
1 Story Brick

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5 LF - 6" PVC @ 1.0%

TC 80.90
BLOCK 911 BC 80.40
TC 80.75
PROPOSED CLEANOUT LOT 2
INV: 79.34
FITZPATRICK, JOHN, Jr. BC 80.25

I
I

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REVISIONS

m

1L -----PROPOSED WATER QUALITY DEVICE
CDS-4
RIM: 80.10
INV IN (W): 76.65 4" PVC
INV IN (E): 76.65 4" PVC
INV OUT: 76.65 6" PVC

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'BIDES, MANUEL &: I
ARM/NOA FLDRIM
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GAS

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CONNECT TO
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LOT 29
JAKIMOW/CZ PARTNERS,
LP 4126/340

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2.
3.
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DRAINAGE AREA NOTES:

z

8 :5

12,144 SF
TOTAL AREA OF PROPERTY (LOTS 3 & 31)
TOTAL AREA OF SITE DISTURBANCE
12,144 SF
TOTAL AREA OF INCREASED IMPERVIOUS SURFACE - 5,220 SF
NOT A MAJOR DEVELOPMENT - LESS 1 AC DISTURBANCE &
AC OF NEW IMPERVIOUS SURFACE
LESS THAN

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SERVICE

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(1) VIBURNUM D. 'BLUE MUFFIN'
BLUE MUFFIN ARROWWOOD VIBURNUM
3-4', B&B, FULL ----�
(7) ILEX CRENATA 'GREEN LUSTER'
I
GREEN LUSTER JAPANESE HOLLY
I
18-24", fl3 CONT., FULL---'o.o .o ·o.o "o.o 'o.o
(6) JUNIPERIUS CONF. 'BLUE PACIFIC' .0_1 •0_2 •0_2 •0_2 •0 1 ,0• 'oo 0 'o_o 'o_o o
BLUE PACIFIC SHORE JUNIPER
'o.o , o ·o.o .o
18-24•, (13 CONT., FULL ---"ac,e-. +s-+s--'e'·'O--'ec:-· ""·
·oo "J o 'o2 0' .4 •0.4 •0.4 ·o,; •0.4 Q.4 ·o3.
·o.o ·o.o 'co
(8) ILEX CRENATA 'GREEN LUSTER'
.i,,..i·
GREEN LUSTER JAPANESE HOLLY 'o., ·oo ·a, '05 o.5 ·�o.o�ur,i.'..1/,ii"
18-24", (13 CONT., FULL
o'
MUFFIN'
'BLUE
D.
(1) VIBURNUM
·01
·
·
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1
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BLUE MUFFIN ARROWWOOD
'o.o 'o.o 'o.o 'o.o 'o.o 'o.o 'o.o 'o.o 'o.1 'o.1 "0.2 :p
VIBURNUM, 3-4', B&B, FULL
'oo
.
s �14. '1J. "14. '1.3 ·1
BLOCK·rB ·lo Oo 'o.o 'oo 'o_o 'o_o ·oo ·0.1 ·01 'o1 '03 l�L
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LOT 4
11
'o,
'u '1 o
, "�:"-'"4
SALA, JOSE & PA r. ictA POLE MOUNTED LIGHT FIXTURE .,.ii·, !ftf;.-;";;;
0
1
5355/5oo
16' MOUNTING HEIGHT
, ·1 , � �s ?, , •1, '1 4 "1.0 'o 6 'o3 �1 'o1 bo
(8) ILEX CRENATA 'GREEN LUSTER'
GREEN LUSTER JAPANES E HOLLY
.00 'oo 'o::it:G��GtN01fE)o' 2 ·o., •0 3 jJ •1
0
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LOT 2
RTZPA TRICK, JOHN,
& SAUER, A.H.
3388/897
2802/265

83.37

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LUMINAIRE DETAIL

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DSXO LED P1 30K TFTM
MVOLT with houseside
shield

3414

WST LED, Performance
package 2, 3000 K, visual
comfort forward throw,
MVOLT

3236

Lithonia
Lighting

Valmont
160045454S4-1A-COLOR-A3

1A-OSXO LED P1
30K TFTM VOLTS
HS RPA COLOR A3

Lithonia
Lighting

Building
surface
mounted@
16' AFG

WST LED P2 30K
VF VOLTS COLOR

A3

Description

bo

OVERALL@ GRADE

·oo

Symbol

+

PARKING@ GRADE

'o.o

)K

Avg

0.3 fc
0.9 fc

Max

Min

4.8 fc

0.0 le

4.8 le

0.0 le

LOT 1
BASILE,
SALVATORE &
AUGUSTA
Cone. 3560/631
Mndow

W.11

LOT 33
SOUSA, PAULO
5670/598
I

Max/Min

POST CONSTRUCTION SOIL CONDITIONS
GOOD SOIL (NOT PREVIOUSLY GRADED OR COMPACTED, TOPSO!L LAYER
TACT
COMPACTED SOIL ( NOT PREVIOUSLY GRADED, TOPSOIL LAYER DISTURBED BUT
NOT ELIMINATED).
GRADED SUBSOILS ANO CLEAN FlLLS WITIH CLAY COl'IITENT BETYt£EN 5 ANO

10:<

00

FOR QUALITY FlllS, HEAVY CLAY
AND TOXIC MATERIALS.

eta/

sms.

SOILS CONTAMINAlED WITH RUBBLE

NIA
NIA

X

0

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MIN. WIDlH PREPARED
SOIL FOR TREES (X)

2 Story Brick
Slory Frame
(1) VIBURNUM CAR SIi
KOREAN SPICE BURNUM
42-48", B&B., ULL

3

ill

,It

F.f 79.66

1 Stary Masonry

•

F.F. 79.12
X

Rag Pole
5•

LandscapeTieWa/1

F.F. 75.12

6 FT. OR TWICE THE W1DTH OF THE
ROOT BALL, 'M-IICHEVER IS GREATER

15 FT.

20 FT.

20 FT.

�--HANDHOLE

ANCHOR BOLTS BY
FIXTURE MFG.

6'-0" MIN. (PROVIDE
DEEPER BASE IF REQUIRED
BY PROJECT SOIL CONDITIONS)

EXOTHERMIC
WELD (CADWELD)

�r--PVC CONDUITS
TWO (2) MINIMUM
,

1 "
I ' DIAMETER
8
' I

C

PLANTING NOTES:

POLE BASE DETAIL
N.T.S.

2.
3.
4.

�---CILASS 'B'
CONCRETE

Inv 71. 75
:-:i_v 4

1.

3/4" X 10'-0"
GROUND R OD-�-l

o.c.

i8" DIP

5.
6.

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Inv 71. 70

AVOID PURCHASING TREES WITH TWO LEADERS
OR REMOVE ONE AT PLANTING, OTHERWISE, 00
NOT PRUNE TREE AT PLANTING EXCEPT FOR
SPECIFIC STRUCTURAL CORRECTIONS

0

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0

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FOLD BURLAP AWAY FROM TOP OF ROOT BALL
SET ROOT BALL FLUSH TO GRADE OR SEVERAL
INCHES HIGHER IN POORLY DRAINING SOILS

t..� �y
=--

/ I
II
I

4" BUILT-UP EARTH SAUCER

2"

BARK MULCH (DO NOT PLACE MULCH
IN CONTACT WITH TREE TRUNK)
BEFORE PLANTING, ADD 3" TO 4"
OF WELL COMPOSTED LEAVES
OR RECYCLED YARD WASTE TO
BED ANO TILL INTO TOP 6"
OF PREPARED SOIL

X- MINIMUM WIDTH
OF PREPARED
SOIL FOR TREES

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BEFORE PLANTING, ADO 3" TO 4"
OF WELL COMPOSTED LEAVES AND
RECYCLED YARD WASTE TO BED
AND TILL INTO TOP 6" OF
PREPARED SOIL.

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THE DESIGN PHASE, CONFIRM THAT WATER DRAINS OUT OF
THE SOIL; DESIGN ALTERNATIVE DRAINAGE SYSTEMS AS REQUIRED.

PREPARE SOIL IN THE ENTIRE
BED USING PROCEDURES
OU1LINED IN SOIL PREPARATION CHART

FOLD BURLAP FROM TOP OF
ROOT BALL DOWN INTO GROUND.
SET TOP OF BALL FLUSH
WITH FINISH GRADE ----...

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3. DURING

N.T.S.

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5. THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND EVER­
GREEN TREES.

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'----- SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE

2. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZA SPORES IN
THE SOIL IMMEDIATELY AROUND THE ROOT BALL AT RATES SPECIFIED
BY THE MANUFACTURER.

£

1/)

-�

CUT TOP BANDS OF WIRE BASKET AND
FOLD AWAY FROM TOP OF ROOT BALL

4. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED
SOIL SEVERAL TIMES DURING lHE FIRST MONTH AFTER PLANTING AND
REGULARLY THROUGHOUT THE FOLLOWING 1WO SUMMERS.

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PREPARED SOIL FOR TREES

NOTES:
1. FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND TOOLS
TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL: THEN
OUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE
CONTAINER.

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7. ALL DISTURBED ARE NOT SHOWN AS PLANTED OR LAWN AREA ARE
TREES AND SHRUBS SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE
TO BE TOPSOILED AND SEEDED OR RETURNED TO THEIR ORIGINAL
AS THEY BORE TO THE GRADE IN THE NURSERY OR CONTAINER.
CONDITION
BEFORE DISTURBANCE AS DIRECTED BY THE LANDSCAPE
CUT AND REMOVE BURLAP FROM TOP 1 /3 OF ROOT BALL
ARCHITECT.
ALL PLANT MATERIAL TO BE APPROVED AND TAGGED AT THE
8. ALL AREAS NOT RELATED TO DEVELOPMENT ARE TO REMAIN IN
NURSERY SOURCE.
THEIR NATURAL STAl[.
FINAL LOCATION OF ALL TREES AND SHRUBS TO BE DETERMINED
ALL
LANDSCAPING SHALL BE GUARANTEED FOR A PERIOD OF ONE
9.
IN THE FIELD BY THE LANDSCAPE ARCHITECT BEFORE PLANTING.
YEAR
FROM DATE OF ACCEPTANCE BY THE OWNER. LANDSCAPING
ALL TREES AND ENTIRE SHRUB BEDS TO RECEIVE A LAYER OF SHREDDED
THAT DOES NOT SURVIVE, OR IN THE OPINION OF THE LANDSCAPE
HARDWOOD BARK MULCH TO A DEPTH OF 3" (MIN.).
ARCHITECT IS NOT THRIVING, SHALL BE REPLACED WITH THE SAME
LAWN SEED MIX SHALL BE AS FOLLOWS:
SPECIES OR APPROVED EQUAL AT NO COST TO THE OWNER.
PENNINGTON SEED INC. SIGNATURE SERIES TURF TYPE FESCUE (OR APPR. EQUAL)
10. ALL PLANT MATERIAL SHALL MEET THE MINIMUM REQUIREMENTS
SEEDING DATES: 4/1-5/31 & 8/16-10/15 (OR AS APPROVED)
FOR NURSERY STOCK AS DEFINED IN "AMERICAN STANDARD
SEEDING RATES: 350 LBS. PER ACRE
FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN
ASSOCIATION OF NURSERYMEN, LATEST EDITION.
11. COLLECTED PLANT MATERIAL WILL NOT BE ACCEPTED

1/)

0
0

MULCH (DO NOT
PUT MULCH AGAINST
THE BASE OF THE PLANT) -

Inlet Type "a"
T.G. =75. 75

:I:

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0

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i..--'-------1-- 8-#6 VERTICAL
·, · "•/u;:.,.;;J�I
REINFORCING BARS

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TREE PLANTING DETAIL (BALLED AND BURLAPPED PLANTS)

LAWN AREAS:
2" ABOVE GRADE
PAVEMENT AREAS, 30" ABOVE GRADE

CURB

TIES @

AVENUE

......

N

N.T.S.

Cone.

�-45" CHAMFER ALL AROUND

GRADE

JUNIPERIUS CONF. 'BLUE PACIFIC'
BLUE PACIFIC SHORE JUNIPER
18-24", f/3 CONT., FULL

Cone. Curb

�-BASE COVER

#6 AWll.----­

1/4

WESTFIELD

EAST

POLE--------�-j
PITCH TOP- ----

u

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LOOSEN THE EXISllNG SOILS TO TlHE iYIOTlHS AND DEPTH SHOWN IN
DETAILS ABOVE.
LOOSEN THE EXISllNG SOILS TO TlHE iYIDTI-IS AND DEP1H SHOWN IN
DETAILS ABOVE; ADD COMPOSTED ORGANIC MATTER TO BRING THE ORGANIC
CONTENT UP TO 5� ORY WEIGHT.
MINIMUM TREATMENT: LOOSEN EXISTING SOIL TO WIOTI,S ANO DEPTHS
SHOWN, ADD COMPOSTED ORGANIC MAITTR TO BRING ORGANIC CONlENT
UP TO 5,C ORY 'HEIGHT.
OPTIMUM lREAlMENT: REMOVE TOP 8-10 IN. OR TI-IE EXISTING MATERIAL,
LOOSEN EXISTING SOILS TO 1HE WIDTHS AND DEPTHS SHOYIN, ADD B-10 IN.
Of LOAM TOPSOIL
REMOYE EXISTING SOILS TO 1HE W101HS AND DEPTHS SHO'MII. REPLACE
Will-! LOAM TOPSOIL.

TAMP SOIL SOLIDLY
AROUND BASE OF ROOT BALL
one.

n.

TYPE OF PREPARATION

SOIL PREPARATION CHART

(5) TAXUS X MEDIA 'DENSIFORMIS'
SPREADING YEW
24-30", B&B, FULL

3 Story Frame

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REVISIONS

NIA

2 Story Frame

81.00

...

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NIA

PLANTING DETAIL ADAPTED FROM "GENERAL RANGE OF SOIL MODIFICATIONS AND VOLUMES FOR
VARIOUS SOIL CONDlllONs", ARCHITECHlURAL GRAPHIC STANDARDS, 101H EDITION, PAGE 178,
(DETAIL PREPARED BY JAMES URBAN, ASL.A/AMERICAN NURSERY &: LANDSCAPE ASSOCIATION).

DO NOT STAKE OR
WRAP TRUNK. MARK
THE NORTH SIDE OF
THE TREE IN THE
NURSERY AND LOCATE
TO THE NORTH
IN THE FIELD

4204/61

25

O>

LOT 32
MENDES, MANUEL .k
ARMINDA FLORIM

rate

0.85

Avg/Min

'o.s 'o.s 'o2 'o1 'o1

BLOCK 911

38

GENERAL RANGE OF SOIL MODIFICATIONS AND VOLUMES FOR VARIOUS SOIL CONDITIONS

F.F. '/Jo.48

BLOCK 911

Wattage

0.85

C

Bit. Cone.

I

Light Loss
Factor

PROPOSED Pa.E MOUNlED LIGHT AXTURE IS
DESIGNED 'MlH HOUSES OR SHEDS lHAT LIMITS
LIGHT SPILL ON ADJACENT PROPERTY (LOT 911)

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Description

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#60042RP.

SAN MH
IM-78.27

1

Lumens Per
LBmp

Catalog Number

LOT 30
FOUR OS CONTRACTING
GROUP/5. GROSSO
5814/376

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BLOCK 911

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Quantity

Statistics

"1.1 t, 'o 7 'o.3 �.1 �.1

,,-/4<c-(9) ILEX MESERVEAE 'BLUE ANGEL
BLUE ANGEL HOLLY
24-30", fl5 CONT., FULL
BUILDING MOUNTED LIGHT FIXTURE
16' MOUNTING HEIGHT
3000 K LED
(SEE LIGHTING NOTE)
MAINTAINED FC
VALUE (TYP.) -�

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Mulch

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Label

12" TO 18" (FOR
LARGER SHRUB
ROOT BALLS,
MAKE DEPTH
IN 4" DEEPER
THAN BALL

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:::::.

'---LAWN OR PAVING

B" TO 12"
SOIL SURFACE ROUGHENED
TO BIND WITH NEW SOIL

'-----CONTAINER-GROWN PLANT
WITH ROOTS PULLED OUT OF BALL

BALLED AND BURLAPPED PLANT

PREPARED SOIL FOR SHRUBS
NOTES:
1. FOR CONTAINER GROWN SHRUBS, USE FINGERS OR SMALL HAND TOOLS
TO PULL lHE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN
CUT OUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF
lHE CONTAINER.

2.INCORPORATE COMMERCIALLY PREPARED MYCORRHIZA SPORES IN
THE SOIL IMMEDIATELY AROUND THE ROOT BALL AT RATES SPECIFIED
BY lHE MANUFACTURER.
3.CONFIRM lHAT WATER DRAINS OUT OF THE SOIL DURING THE DESIGN
PHASE; DESIGN ALTERNATIVE DRAINAGE SYSTEMS AS REQUIRED.

SHRUB PLANTING DETAIL
N.T.S.

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SHEET No.

7

10

 STANDARD FOR DUST CONTROL

TEMPORARY SEEDING REQUIREMENTS
I.

Definitioo

SEEDBED PREPARATION
A. APPLY LIMESTONE (EQUIVALENT TO 50 PERCENT (50%)
CALCIUM PLUS MAGNESIUM OXIDES) AT A RATE OF 90
POUNDS PER 1,000 SQUARE FEET. APPLY FERTILIZER AT A
RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000
SQUARE FEET USING 10-20-10 OR EQUIVALENT.
B. WORK LIME AND FERTILIZER INTO IBE SOIL AS NEARLY AS
PRACTICAL TO A DEPIB OF 4 INCHES WIIB A DISC,
SPRINGTOOIB HARROW OR OIBER SUITABLE EQUIPMENT. IBE
FINAL HARROWING OR DISCING OPERATION SHALL BE ON IBE
GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY
UNIFORM SEEDBED IS PREPARED.
C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS
LEFT IBE SOIL COMPACTED, IBE AREA MUST BE RETILLED
AND FIRMED IN ACCORDANCE WIIB ABOVE.

The oontn;il ofdust on construction sites and roods.
To prevent blowing and movement ofdust from exposed soil surfilces, reduced on-site and otT�ite damage and
health hazards a,d improve traffic safety.
Conditjon Where Practice Applies

Th.ls practice Is applicable to areas subject to dust blowing and movement where o�site and off-site-damage is
likely without treatment Consult with local municipal ordinances on any restrictions.
Water Oua]ity Bnha.tgment

II.

Sediments deposited as ..dust'' are often fine colloidal material which is extn,mely difficult to remove from water
once it becomes suspended Use of this standard will help to control the generation of dust from oonstnletion sites
and subseqoent blowing and deposition into local surface water resources.

SEEDBED
A. APPLY ANNUAL RYE GRASS AT A RATE OF 40 POUNDS PER
ACRE OR 1.0 POUNDS PER 1,000 SQUARE FEET.
B. APPLY SEED WIIB MECHANICAL SEEDER. OPTIMUM SEEDING
DEPIB IS 0.5 INCH (EXCEPT IN SANDY SOILS, 1 INCH).
C. WHERE FEASIBLE, EXCEPT WHERE EIIBER A CULTIPACKER
TYPE SEEDED OR HYDROSEEDER IS USED, IBE SEEDBED SHALL
BE FIRMED FOLLOWING SEEDING OPERATIONS WIIB A ROLLER,
OR LIGHT DRAG. SEEDING OPERATIONS SHOULD BE ON IBE
CONTOUR.

Planning Critllria
The followina methods should be coosidcrcd fur controllblg dust:
� -SeeStambnl ofStabilization with Mulches Only, pg. 5-1
Yegetatjve Coyer-SecStandard for: Temporary Vegetative Cover, pg. 7-1, Permanent Vegetative Cover fur
SoilStabilwtion pg. 4-1 and Pennanent Stabilization with Sod, pg.6-1

TYPE OF
NOZZLE

APPLY

GALWNSIACR

None

AcldulatedSoy BeanSoapStick

SYNIBETIC PLASTIC EMULSION
UNDILUTED MATERIAL/ACRE

30 GALS. (264 LBS.)

TYPE 'f' GRASS SEED MIXTURE
MINIMUM
PURITY
PERCENT
KIND OF SEED
95
PERENNIAL RYEGRASS

SYNIBETIC BINDER DILUTED IN WATER AT A RATIO OF 1: 15.
40 LBS. DRY MATERIAL
VEGETABLE BASED GELS
MIXED IN 750 GALS. OF WATER/ACRE

1200

CoarseSpray

Trus is a temporary emergency measure which
should be used before soil blowing starts. Begin plowing on windward side of site. Chisel.cype plows spaced
about 12 inches apart and spring-toothed harrows 111'?! examples of l;l(juipment which may produce the desired
ctlect.

.,

CiJdum Chloride -Shall be in the form of loose, dry granules or flakes fine enough to feed through commonly
used .spreaders It a rate 1hal will keep surface moist bUI no1 cause pollution or plant damage. Ifused on st.eeper
slopes, then use other practices to prevent washing into streams or accumulation around plants.
SmM. - Cover surlacc with crushed stone or coarse gravel.

v.

TOPDRESSING
A. SPRING SEEDING WILL REQUIRE AN APPLICATION OF FERTILIZER
SUCH AS 10-10-10 OR EQUIVALENT AT 400 POUNDS PER ACRE
OR 10 POUNDS PER 1,000 SQUARE FEET BE�EN SEPTEMBER 1ST
AND OCTOBER 15IB. FALL SEEDING WILL REQUIRE IBE ABOVE
BE�EN MARCH 15IB AND MAY 1ST. IF SLOW RELEASE NITROGEN
(300 POUNDS 38-0-0 PER ACRE) IS USED IN ADDITION TO
SUGGESTED FERTILIZER IBIS FOLLOW UP OF TOPDRESSING IS NOT
MANDATORY.

2.
3.
4.
5.
6.
7.
8.

TABLE 29-lc LENGTHS OF CONSTRUCTION EXITS ON SLOPING ROADBEDS
LENGTH OF STONE REQUIRED
FINE GRAINED SOILS
COARSE GRAINED SOILS
100 FT.
50 FT.
0 TO 2%
200 FT.
100 FT.
2 TO 5%
ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE 1
>5%
1. AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUIBORITY.
PERCENT SLOPE OF ROADWAY

LENGTH ACCORDING TO TABLE
PUBLIC
R.O.W.

EXISTING

GROUND

"7

Ls3

£

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ROAD

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EASEi.ENT

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EXISTING
GROUND

R.O.W.

MIN.

11. INSTALL LANDSCAPING.
12. REMOVE ANY REMAINING SOIL EROSION AND SEDIMENT
CONTROL DEVICES.

..
EXIST. GROUND

-----

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0•

.

·-

FABRIC ALONG TOP OF FENCE

PUBLIC

R.O.W.

PAVED
ROAD

SIZE: No. 3 STONE (1• - 2 CRUSHED STONE)
WIOlH NOT LESS THAN FULL WIDTH AT POINTS OF EGRESS AND INGRESS.
WASHING, llt<EN NECESSARY, WHEELS SHAU. BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTRANCE ONTO PUBLIC R.O.W.. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDl110N llt<ICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC R.O.W.. THIS MAY REQUIRE PERIODIC TOP
DRESSING W1TH ADDl110NAL STONE AS CONDl110NS DEMAND AND REPAIR AND/OR CLEANOUT OF
ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILL.ED, DROPPED, WASHED, OR TRAPPED
ONTO PUBLIC R.O.W. MUST BE REMOVED IMMEDIATELY.
STONE

PERCENT

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COURSE GRAINED SOILS

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0 TO 2:,;

50 FT.

100 FT.

2 TO 5%

100 FT.

200 FT.

'"

STABILIZED CONSTRUCTION ACCESS

5%

NOTES
STONE SIZE 1 1/2" - 2 1/2" CRUSHED STONE
W1DTH NOT LESS THAN FULL W1DIB AT POINTS OF EGRESS AND INGRESS.
WASHING: WHEN NECESSARY, 'M-IEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENlRANCE ONTO PUBLIC R.O.W•• \\1-IEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED 'MTH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
MAINTENANCE - 11-IE ENTRANCE SHALL BE MAINTAINED IN A CONDITION 'M-IICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC R.O.W.. IBIS MAY REQUIRE PERIODIC TOP
DRESSING WITH AODl110NAL STONE AS CONDl110NS DEMAND ANO REPAIR AND/OR CLEANOUT OF
ANY MEASURES USED TO TRAP SEDIMENT. AU. SEDIMENT SPILLED, DROPPED, WASHED. OR TRAPPED
ONTO PUBLIC R.O.W. MUST BE REMOVED IMMEDIATELY.
ALL CONSTRUCTION VEHICLES MUST TRAVERSE TI-iE SOIL TO PAVEMENT INTERFACE VIA A
'M-IEEL CLEANING BLANKET (i.e. STONE PAD / STABILIZED CONSTRUCTION ENlRANCE))

STABILIZED CONSTRUCTION
ENTRANCE
N.T.S

V

V

FENCE POST
1.5• (MIN.) DIAMETER
HI\RDWOOD POST
(SPACE e' O.C. OR CLOSER)
GEOTEXTlLE FABRIC (3' 'WIDE)
FABRIC SECURED TO THE POST
METAL FASTENERS AND

WITH

REINFORCEMENT BETWEEN

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AUGUSTA
Cone. 5560/651
Window
Well
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B.'LOC.'K 911
LOT 00
.,
SOUSA, PAULO
5670/598

r-:=-,--::i'-::r====
x6 STABIU

o Woll __ 81_00
3 Story Frame

I

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F.F,_ 81.42

"-'

2 Story Frame

B'LOC.'K 911

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LOT 52
'£NOES, MANUEL &ARMINDA FLORIM

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2 Story Brick

1 Story Masonry
Flag Pole

F.f- 79.66

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79.12

F.F. 75.12

BLCL

JAKIMOWI
LP

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5.

6.

9.
10.

THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED
IN WRITING 48 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE
INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCES, OR IN THEIR
PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS
ESTABLISHED.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30
DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY
RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE
ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS WILL
BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF
TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE STANDARDS
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED
AREAS WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH WILL BE
USED FOR PROTECTION UNTIL SEEDING IS ESTABLISHED
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE
STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH
GRADING AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE
STREETS, ROADS, DRIVEWAYS AND PARKING AREAS. IN AREAS WHERE NO
UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED WITHIN 15
DAYS OR PRELIMINARY GRADING.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL
CRITICAL AREAS SUBJECT TO EROSION (I.E.: STEEP SLOPES, ROADWAY
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 THE NJ STATE STANDARDS.
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE
BACKFILLED AND STABILIZED DAILY, AS THE INSTALLATION PROCEEDS
(I.E.: SLOPES GREATER THAT 3:1)
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF
A 50X30'X6'PAD OF 1 1/2"0R 2"STONE, AT ALL CONSTRUCTION
DRIVEWAYS, IMMEDIATELY AFTER INITIAL SITE DISTURBANCE.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT Will NOT
PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE
GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT
WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT
SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR
TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,

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SOIL EROSION AND SEDIMENT CONTROL NOTES
1.

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WESTFIELD

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ENTIRE SURFACE STABILIZED 'MTH FABC BASE COURSE

REVISIONS

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7.

FINE GRAINED SOILS

Bit. Cone.

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MIT OF DISl\JRBANCE 'NP.
2,803 S.f". 0.29 AC.

I

LENGTH OF STONE REQUIRED

SI.OPE OF ROADWAY

>

PLAN

NOTES

1-2 DAYS

DRAWSTRING RUNNING THROUGH

PROFILE
LENGTH ACCORDING TO TABLE 29-1
50" MIN. OR GREATER
·. ;
. ·• ..;

2-4 WEEKS

67. 00'

�8 Ll.....-__.i""-...1V,l..!;;O;!_-__I

4.
1 DAY

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LOT 50
FOUR GS CONTRACT/NG
GROUP/s. GROSSO
5814/376

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1 DAY

MINIMUM 4" FIRMED IN PLACE.

-·-•-

BLOCK 911

S 79 )5 22�n..

PLANTING AREAS PER SECTION 19.1 OF "THE STANDARDS FOR
EDITION, JANUARY 2014, REVISED JULY 2017.

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LT FENCE 'NP.

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3.

10. UNIFORMLY APPLY TOPSOIL TO AN AVERAGE DEPTH OF 5",

LENGTH ACCORDING TO TABLE 29-1
50' MIN. OR GREATER

=

9. SCARIFY/TILL SUBGRADE TO A MINIMUM DEPTH OF 6" IN ALL

\ 5889/786

0

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1 WEEK

3 DAYS
1 DAY

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--- --

LOT 5
SUJ
'ANN£ &- FITZPATRICK,

1 Story Brick

1-2 DAYS
2-3 DAYS

1-2 WEEKS
15 WEEKS
1 WEEK

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133. oo·

LOT 2
FITZPATRICK, JOHN, Jr.
&- SAUER, A.H
5388/897
2802/265

83.57

SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", 7TH
LENGTI-l ACCORDING TO TABLE

EXIST. GROIJND
\

INSTALL SILT FENCE AND STABILIZED CONSTRUCTION
ENTRANCES.
DEMOLITION, TREE REMOVAL & SITE CLEARING.
ROUGH GRADE SITE.
INSTALL DRAINAGE SYSTEM, UTILITIES, AND ALL
INLET FILTERS.
BEGIN BUILDING CONSTRUCTION
CONCRETE CURBING & FLATWORK.
INSTALL PAVEMENT.
INSTALL PERMANENT STABILIZATION

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--- E
BLOCK 91

BLOCK 911

SEQUENCE OF CONSTRUCTION
1.

Grass

.,.---_

'22

Ill.

Sprinkling -Site is sprinkled until the surface is wet
Baniers -Solid board fences. snow fences. burlap fenoes, crate walls. bales ofhay and similar material can be
mc:d to control air currents and soil blowing.

�1·

LOT 4
SALA, JOSE &- PA TRICIA
5566/500

MINIMUM
GERMINATION
PERCENT
90

MULCHING (SEE ITEM 8-111)
IV. IRRIGATION
A. GENERAL CONTRACTOR SHALL DETERMINE SOIL MOISTURE. IF SOIL
MOISTURE IS DEFICIENT, SUPPLY NEW SEEDLINGS WIIB ADEQUATE
WATER (MINIMUM OF 3 TO 4 INCHES PENETRATION) FOR PLANT
GROWTH UNTIL IBEY ARE WELL ESTABLISHED. IBIS IS SPECIALLY
TRUE WHEN SEEDLINGS ARE MADE IN ABNORMALLY DRY OR HOT
WEAIBER OR ON DROUGHTY SITES.

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BLOCK 911

C. APPLY SEED WIIB MECHANICAL SEEDER. NORMAL SEEDING DEPIB
IS FROM 1/4 TO 1/2 INCH.
B. WHERE FEASIBLE, EXCEPT WHERE EIIBER A CULTIPACKER TYPE
SEEDER OR HYDROSEEDER IS USED, IBE SEEDBED SHALL BE
FIRMED FOLLOWING SEEDING OPERATIONS WIIB A ROLLER OR
LIGHT DRAG. SEEDING OPERATIONS SHALL BE ON IBE CONTOUR.

Il.l.l.w_ - To roughen surface and bring clods lo the surface.

.

I
I

SEEPING
A. TURF SEED MIXTURES SHALL BE SOWN AT A RATE OF 100
POUNDS PER ACRE.
B. SEEDING SHALL BE DONE BY SOWING IBE FOLLOWING SEEDING
MIXTURES,
TYPE 'A' GRASS SEED t,UXTI.JRE
MINIMUM
MINIMUM
PURITY
GERMINATION
PERCENT
PERCENT
KIND OF SEED
75
85
KENTUCKY BLUEGRASS
95
80
RED FESCUES (CREEPING OR CHEWING)
80
95
KENTUCKY 31
85
92
REDTOP
85
98
PERENNIAL
97
90
WHITE CLOVER

II.

400 LBS. DRY PRODUCT/ACRE
FIBER MULCH
MIXED W/ WATER AND APPLIED BY HYDRAULIC EQUIPMENT

E
1200
CoarseSpray
1,1
235
FineSpnty
12.s,1
300
fineSpray
4:1
Apply according to manmctum's instructions. May also be used as
sn additive to sediment basins to 1Joccul11te and pn,eipitale suspended
ooUolds. See Sedimtllt Buln standard, p. 26-l

Anionic asphalt emulsion
Latex emulsion
Resin in water
Polyacrylamide(PAM) • spray on
Polya.erylamide(PAM)· dry spread

SEEDBED PREPARATION
A. GENERAL CONTRACTOR SHALL HAVE TOPSOIL TESTED FOR PH,
ADD LIME AS NECESSARY TO ACHIEVE PH OF 6.5. APPLY
FERTILIZER AT A RATE OF 500 POUNDS PER ACRE OR 11
POUNDS PER 1,000 SQUARE FEET. USING 10-20-10 OR
EQUIVALENT IN ADDITION, 300 POUNDS 38-0-0 PER ACRE OR
EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN
LIEU OF TOPDRESSING.
B. WORK LIME AND FERTILIZER IN SOIL AS NEARLY AS
PRACTICAL TO DEPIB OF 4 INCHES WIIB A DISC,
SPRINGTOOIB HARROW OR OIBER SUITABLE EQUIPMENT. IBE
FINAL HARROWING OR DISKING OPERATION SHALL BE ON IBE
GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE
UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR SILT
SOIL AND COARSE SANDS SHALL BE ROLLED TO IBE FIRM
SEEDBED WHEREVER FEASIBLE.
C. REMOVE FROM IBE AREA ALL STONE 2 INCHES OR LARGER IN
ANY DIMENSION, REMOVE ALL OIBER DEBRIS. SUCH AS WIRE,
CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS OR
OIBER UNSUITABLE MATERIALS.
D. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS
LEFT IBE SOIL COMPACTED, IBE AREA MUST BE RETILLED
AND FIRMED IN ACCORDANCE WIIB ABOVE.

SEEDED AREAS SHALL BE MULCHED WIIBIN SEVEN DAYS.
SEEDED AREAS SHALL BE MULCHED WIIB STRAW UNIFORMLY
SPREAD IN A LAYER 1• TO 1 1 /2" IBICK. LOOSE MEASUREMENT
AND SHALL BE BOUND IN PLACE WIIB ONE OF IBE FOLLOWING
BINDERS,

Jable 16--1 Dust Control Materials

WATER
DILUTION

I.

MULCHING
MULCHING SHALL CONFORM TO IBE REQUIREMENTS OF NJDOT
2007 SPECIFICATIONS SECTION 809 AND 917.06.

Ill.

§pray-Qn Adhealves - On miners] soils (not effective on muck soils). Keep traffic off these areas.

MATl!RIAL

PERMANENT SEED REQUIREMENTS

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NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL
HAVE TO BE EMPLOYED.
11. IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF
OCCUPANCY BE ISSUED BEFORE THE PROVISIONS OF THE CERTIFIED PLAN
FOR SOIL EROSION AND SEDIMENT CONTROL HAVE BEEN COMPLIED WITH
FOR PERMANENT MEASURES, ALL SITE WORK FOR SITE PLANS AND ALL
WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS, WILL HAVE TO BE
COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF COMPLIANCE
FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
MUNICIPALITY.
12. CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED
OUTFALLS PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
13. ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL
PLAN WILL REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND
SEDIMENT CONTROL PLANS TO THE DISTRICT FOR RECERTIFICATION. THE
REVISED PLANS MUST MEET ALL CURRENT NJ STATE SOIL EROSION &
SEDIMENT CONTROL STANDARDS.
14. THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED
OF ANY CHANGES IN OWNERSHIP.
15. MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A
CONDITIONAL REPORT OF COMPLIANCE. CONDITIONALS ARE ONLY ISSUED
WHEN THE SEASON PROHIBITS SEEDING.
16. CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN
DURING LIFE OF CONSTRUCTION PROJECT.
17. THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION
OR SEDIMENT PROBLEMS THAT ARISE AS A RESULT OF ONGOING
CONSTRUCTION AT THE REQUEST OF THE SOMERSET-UNION SOIL
CONSERVATION DISTRICT.
18. HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES
SEED, FERTILIZER, LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH
TO PROMOTE CONSISTENCY, GOOD SEED TO SOIL CONTACT, AND GIVE A
VISUAL INDICATION OF COVERAGE. UPON COMPLETION OF SEEDING
OPERATION, HYDRO-MULCH SHOULD BE APPLIED AT A RATE OF 1500
LBS. PER ACRE IN SECOND STEP. THE USE OF HYDRO-MULCH, AS
OPPOSED TO STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED
IN THE NJ STANDARDS.
19. UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS
MUST BE TAKEN DURING ALL DEWATERING OPERATIONS TO MINIMIZE SOIL
TRANSFER. ANY DEWATERING METHODS USED MUST BE IN ACCORDANCE
WITH THE STANDARD FOR DEWATERING.
NOTES LAST REVISED 5/15/15

FAS1ENER AND FABRIC

2•-0• MIN

1'-o•

TAMP

8

OF FABRIC,

IN

SHEET No.

PL.ACE.

10
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Nl__--------------------------------------------------------------------------=====:!..I
(lRACKING PAD STAGING AREA)
N.T.S.

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FIG. 29-1
I STANDARDS /
'- SESC NJ �

SILT FENCE DETAIL
N.T.S.

 i

DRIVEWAY V.,DTH VARIES
W.W.F. 6x6 6/6

!-----BUILDING FACE

CLASS 'B' CONCRETE

3'MIN. - ANSI 4.8.3.

PLAN

6" THICK, CLASS 'A'
CONCRETE, AIR EN1RAINED

GRASSED AREA

4" DENSE GRADED AGGREGATE BASE COURSE
COMPACTED SUBGRADE -�

TYPICAL SECTION
CONCRETE DRIVEWAY
N.T.S.

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TO FACE
..,
OF
BUILDING
1...=

.

DENSE GRADED
AGGREGATE
UNDISTURBED FIRM SUBGRADE
CLASS 'B' CONCRETE
CRUSHED STONE

P.V.C. WYE

ROAD V.,DTH VARIES

4" THICK 3/4" CLEAN
CRUSHED STONE
4" THICK CLASS 'A' CONCRETE RAMP,

l\1TH WELDED V.,RE MESH
1/2" PREFORMED FlLUER BETWEEN
RAMP AND WALL (TYP.)
AIR ENTRAINED - 1V:12H SLOPE

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NON-SHRINK GROUT (TYP.)
EMBEDDED ALUM. SLEEVE (TYP.)

REINFORCED CONC. OR
REINFORCED C.M.U.
AS REQUIRED FOR DrnGN

�FLOW

REINFORCEMENT
BY DESIGN
DUR-0-WALL EVERY 2ND COURSE
REINFORCED CONC. OR
REINFORCED C.M.U.
AS REQUIRED FOR DESIGN
�

PERFERATED
P.V.C. PIPE
(SEE PLAN FOR DIAMETER)

CLEANOUT DETAIL

HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
�-- HOT MIX ASPHALT 19M64 BASE COURSE, 4" THICK
�---- DENSE GRADED AGGREGATE BASE COURSE, 6" THICK

i

3" KEY

N.T.S

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TYPICAL SECTION

b •

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CAST IRON ACCESS BOX

P

CAST IN PLACE
CONCRE1E.
Cl.ASS C

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CLEANOUT ACCESS DETAIL

AREA OF REINFORCING
STEEL EQUALS 12SQ/
LIN. FT.-------._

t------PER PLAN-----i
-- SLOPE

=

1 /4" /FT.

PVC HYDRAULIC SHEAR
PLATE
+-l-65"
MAX.

3/4" CRUSHED STONE
OR GRANULAR SUBGRADE

THICK
CLASS "A" CONCRETE

UNDISTURBED SOIL OR
COMPACTED SUBGRADE

NOTES:
1. CURB AND SIDEWALK CONCRETE TO BE N.J.D.O.T. CLASS "A"
AIR-ENTRAINED.
2. PROVIDE PREFORMED BITUMINOUS FIBER EXPANSION JOINTS
1/2" THICK, AT 16'-0" (MAX.) INTERVALS. PROVIDE DUMMY
JOINTS (FORMED) MIDWAY BETWEEN EXPANSION JOINTS.
3. COST FOR STONE SUBBASE SHALL BE INCLUDED IN THE
UNIT PRICE BID FOR Tl-IE SIDEWALK ITEM.

FINISH SURFACES SHALL BE BRUSHED °TRANSVERSELY TO A
NEAT FINISH AND ALL JOINTS AND EDGES SHALL BE CLEAN.
4. HANDRAILS TO HAVE FULL VERTICAL GUARD WITH 1.5" O.D. BALUSTERS
SPACED NO GREATER THAN 4" O.C. AND HANDRAIL IS TO EXTEND 12"
BEYOND TOP AND BOTTOM OF RAMP IN ALL AREAS WHERE NOT
CONTINUOUS.
5. RAMP SHALL BE CONS1RUCTED IN ACCORDANCE WITH ANSI A117.1
REQUIREMENTS FOR ACCESSIBLE ELEMENTS AND SPACES.
6. SHOP DRAWINGS SHALL PROVIDE A PROVISION FOR
SUB-SURFACE DRAINAGE

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JOINT PLACEMENT DETAIL
N.T.S.

,- EXPANSION
JOINT
(TYP.)

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FIBERGLASS SEPARATION
CYLINDER AND INLET

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N.T.S.

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B

OUTLET PIPE

GRASSED AREA RESTORATION:
4• TOPSOIL. FERllUZING,
SEEDING AND w:rJ-CHING •
PROPOSED

AREA

¾" CLEAN CRUSHED PIPE

PERMANENT POOL
ELEV

BEDDING 6" THICK

.. •

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TRENCH TO BE BACKFlll.ED WITH
....,RGIN DENSE GRADED AGGREGATE, OR
EXlSTING MATERIAL IF DETERMINED
TO BE SUITABLE BY THE ENGINEER.

OIL BAFFLE SKIRT

SEPARATION
SCREEN
PVC HYDRAULIC
SHEAR PLATE

SOLIDS STORAGE SUMP

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ELEVATION A-A
N.T.S.

CDS UNIT CDS-4

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----,I----- PROPOSED PIPE
(SEE PLANS)

12·

3/4" CRUSHED STONE
Fill.ED TO PIPE SPRING LINE

:"\ .... · •. ·� ◄

¾°' CLEAN CRUSHED
-� STONE
BASE 6" THICK

PAVEMENT

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PLUS 0.0.

PIPE

PIPE TRENCH DETAIL
N.T.S.

8"

REVISIONS

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ROUND RUBBER GASKET
TO BE IN ACCORDANCE
WITI-1 ASTM DESIGNATION
C-361-61.

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SIZE: 18.K18-

NOTE:
All POSTS SHALL BE OF ADEQUATE LENGlH
TO MEET n-tE REQUIREMENTS FOR ERECTION
AS STATED IN THE CURRENT MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR
SlREETS AND HIGHWAYS.

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PRO\o10E SQUARE
FOR t.!ULTIPLE
SIGNS

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R1-5B

-R3-224" X 24"
"NO LEFT TURN"

ti HOLES

...

18" X 18"

"STOP HERE FOR
PEDESTRIANS"

BRACKETS SHALL BE
PUNCHED AND DRILLED
GALVANIZING SHALL
ASTM SPEC. A-123.

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POSTS MAY BE STEEL, ALUMINUM OR 2 PIECE
U-POST CONFORMING WITH NOTES BELOW:

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SIGN PANEL SIZES SHALL DETERMINE POST
TYPE AND NUMBER AS SHO� ON THIS DETAIL
AND DIRECTIONAL SIGN DETAILS.

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ADJACENT Sl[EL POSTS SHALL NOT BE QO
THAN 8 FT. APART. ADJACENT POSTS CLOSER
TI-IAN 8 FT. APART SHALL BE AWMINUM OR 2
PIECE STEEL U-POSTS. NO f.40RE THAN 3
ALUMINUM OR 3 TWO PIECE STITL U-POSTS
WILL BE PERMITTED WllHIN 8 FT.
BOLTS SHAL.l NOT PROTRUDE MORI:: TI-IAN 3/4
BEYOND THE NUT WHEN TIGHT, BUT SHAU.
ENGAGE ALL lHREAOS IN THE NUT.

SIGN MOUNTING DETAIL
N.T.S

N.T.S.

PROPERTY LINE-�
(LIMIT OF DISTURBANCE)
BACKFILL FRONT FACE OF------­
WALL WITI-1 ¾ CLEAN
CRUSHED STONE
1"-3" RIVER GRAVEL 6" THICK------­
FENCE
W/ NON-WOVEN MIRAFI FILTER
FABRIC BENEATH
PROPOSED VERTICAL----,_
& FLUSH CONCRETE
CURB
FlULL DEPTH HOT MIX
ASPHALT PAVEMENT
(SEE DETAIL)
VIRGIN OENSE GRADED
AGGREGATE BACKFILL
)
OR WITH EXCAVATED
MATERIAL AS
APPROVED BY
BOROUGH ENGINEER
NON-WOVEN MIRAFl----t--------J-+++---JI�
FILTER FABRIC
�lr---+-1\'Ji
-•-•-•-•-•+-'-•-+
LAPPED BETWEEN
G�E•OG
� �R�ID�---\--...::-:::.,·=-·�-�--==�=1
SCHEDULE 40 Pvc·=
DRAIN DAYLIGHT TO
FRONT OF WALL 2' OF f CLEAN L....t-----------�
CRUSHED STONE

4'

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AAE.A

SIGN INSTALLED IN
PAVEMENT
(T'TP.)

■
PARKING

RESERVED

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00 PLAN (1)

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MODULAR BLOCK RETAINING WALL DETAIL

BASE

CLASS

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ONLY AT VN,1
ACCESSIBLE SPOTS

ACCESSIBLE

TWO BLOCKS BURIED
BENEATH FINISHED GRADE
OF NEIGHBORING LOT

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DETAIL
N.T.S.

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BOLLARD AND
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PENALTY

FOR SITE PLAN APPROVAL ONLY. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL BY THE LOCAL
CODE ENFORCEMENT DEPARTMENT PRIOR TO CONSTRUCTION. CONTRACTOR RESPONSIBLE TO SECURE ALL NECESSARY
PERMITS AND SUB-CODE APPROVALS DURING CONSTRUCTION OF THE ACCESSIBLE RAMPS/RETAINING WALLS.

N.T.S.

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ALL TRAmc AND PEDESTRIAN SIGNAGE ANO
LOCATION $HALL BE IN ACCORDANCE WITH
TI-IE MANUAL ON UNIFORM TRAFFIC CONTROL
DE'v1CES AND AU. CURRENT AMENDMENTS.

SIGN DETAILS

TYPICAL SECTION

ALL srm POSTS AND
OJT, BENT AND HOLES
BEFORE GALVANIZING.
CONFORM TO CURRENT

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ALL POSTS SHALL BE EMPEDDED 4'-2" f.4IN.

/JJ,IH,c,'f'/'_""'f----PROPOSED PIPE DUAL WALL (SMOOTH INTERIOR)
(SEE PLANS)

UNDERGROUND DETENTION
PIPE DETAIL

CONTRACTOR TO GROUT
TO FINISHED
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�
RINGS/RISERS
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SCALE, NONE

EXPANSION JOINT

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N.T.S.

8

5xW 20' MAX. (TYP.)

-1----'

8"

MANHOLE JOINT TO BE
MORTARED ON INSIDE
AND OUTSIDE SURFACE

3.

°TRENCH TO BE BACKFILLED WITH f
CLEAN STONE FULLY WRAPPED MIRAFI
NON-WOVEN FILTER FABRIC (2"
OVERLAP) OR APPROVED EQUAL

48" [1219] 1.0. MANHOLE
STRUCTURE

PLAN VIEW 8-8

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CONCRETE SIDEWALK DETAIL

I/

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TOP SLAB ACCESS
(SEE FRAME AND COVER
DETAIL)

6"

5"

---- R1-5B, STOP HERE FOR PEDESTR1ANS SIGN

PROPOSED PAVEMENT OR CONCRETE
AREA

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6"

5"

_-

N.T.S.

A

DIA.

"c"

PRECAST STANDARD DRAINAGE MANHOLE

ACCESSIBLE RAMP CROSS SECTION
FIBERGlASS SEPARATION
CYLINDER AND INLET

Q"

SECTION A A

SOIL

CENTER OF CDS STRUCTURE, SCREEN AND
SUMP OPENING

-

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1

------ FIRM UNDISTURBED

ALUMINUM SURFACES IN CONTACT V.,TH CONCRETE SHALL BE
PAINTED WITH A HEAVY COAT OF ALUMINUM PIGMENTED
ALKALINE RESISTANT BITUMINOUS PAINT EQUAL TO
MILITARY SPECIFICATION MIL-P-6883.

2.

33"-42" 6'

"C" (5" MIN.)

CLASS 'B' CONCRETE
AIR ENTRAINED

GENERAL NOTES:
1. SEE PLAN FOR LOCATION AND LENGTH OF HANDRAIL/GUARD.
CONTRACTOR SHALL SUPPLY SHOP DRAV.,NGS FOR APPROVAL PRIOR
TO FABRICATION AND INSTALLATION. ALL HANDRAILS/GUARDS SHALL
CONFORM TO THE NEW JERSEY BARRIER FREE SUBCODE AND THE
AMERICANS WITH DISABILITIES ACT.

Q"

"B"

�- CAMPBELL FOUNDRY FRAME
AND COVER No. 12028
FRAME TO BE Tl-lOROUGHL Y
ADJUST TO GRADE WITI-1 ___ ,4-===��-------BEDDED IN MORTAR
COURSES OF BRICK, 3" MIN.
30" MIN.
12" MAX. OR PRECAST
CONCRETE GRADE RING
7" MIN. --'
CONCRETE & ROUND
..++--ALUMINUM MANHOLE STEPS
RUBBER GASKET JOINT
@ 12" ON CENTER
IN ACCORDANCE WITH
FJ---1":"--PRECAST M.H. SECTIONS TO BE IN
ASTM DESIGNATION
ACCORDANCE WITI-1 ASTM DESIGNATION
C 3
44
C 78 MINIMUM COMPRESSIVE
------r1F--=-=-=--=---=--=-�u
4
MANHOLE JOINTS
STRENGTH TO BE 00 P .S.I.
"
"
4
A
TO BE MORTARED " "
"B II
B
ON INSIDE AND
2" MAX.
OUTSIDE SURFACES. ___,
I
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CONCRETE FILL
7
I
7
2500 P.S.I.
(AS REQUIRED)-�

FOR SITE PLAN APPROVAL ONLY. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL BY Tl-IE LOCAL
CODE ENFORCEMENT DEPARTMENT PRIOR TO CONSTRUCTION. CONTRACTOR RESPONSIBLE TO SECURE ALL NECESSARY
PERMITS AND SUB-CODE APPROVALS DURING CONSTRUCTION OF THE ACCESSIBLE RAMPS/RETAINING WALLS.

N.T.S.

-

CRUSHED STONE
BASE 6" THICK ��----<---+-�
4" MIN.

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REINFORCEMENT--�'--./
BY DESIGN

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EXIST. PAVEMENT

N.T.S.

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MINIMUM 1.5• FINGER SPACE

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15"-27" 4'

27"-33" 5' -

ALUM.

FULL GUARD

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45' BEND

PIPE I.D. "A" DIA.

PIPE SCHEDULE 40 ALLOY 6063-T6

'0
SCHEDULE 40
P.V.C. RISER
(SEE PLAN FOR DIA.)

MANHOLE SCHEDULE

ALUM.

HANDRAIL TO BE 2• O.D.

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NOTE:
AT DRIVEWAY REPLACEMENT MEET EXISTING, SAW CUT, POUR AGAINST
EXISTING AND TOOL JOINT. THE COST OF DRIVEWAY REMOVAL, SAW CUT,
AND TOOLED JOINT SHALL BE INCLUDED IN THE UNIT PRICE BID FOR
THE ITEM CDNCRETE DRIVEWAY, REINFORCED.

□.

PIPE SCHEDULE 40 ALLOY 6063-TS

RAIL TO BE 2• O.

BITUMINOUS CONCRETE
SURFACE COURSE
BITUMINOUS CONCRETE
BASE COURSE

PLUG--,

"A"

" A"

1

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9

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THIS TRENCH DRAIN MAY BE CONSTRUCTED OF' CONmETE
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BOTTOM SHALL BE AS SHOIIIN FOR CONCRETE.

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FULL PEPJJ:I
DEPRESSED CURB AT PRIIIEWAXS
NOT TO SCALE

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TRENCH DRAIN

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BID FOR CURB.

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SECTION �EW
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NOTES:

APPLY TACK COAT

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.3, EXPANSION JOINlS SHALL ALTERNATE WITH
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T

COMPA!ll SOIL �lll!NO
POST I� 8 INCH uns

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5. EXPANSION JOINlS 'THROUGH AND ADJACENT TO lHE
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REVISIONS

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2. EXPANSION JOINTS SHAU. BE INSTAU.EO BETYEEN
CURB ANO INLET HEADS.

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CON .

1. EXPANSION JOINTS SHALL BE FILLED WITH
PREFORMED, BITUMINOUS IMPREGNATED ABER JOINT
Fill.ER: RECESSED 1/4• FROM FACE AND TOP OF CURB.

.

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NOTES:

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(NOT TO SCill)

-------------�---

EXP. ,NT

NOT TO SCALE

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FOR SllE PlAN APPROVAL ONLY
SHOP DRAWl!NGS TO BE SUBMITTED PRIOR TO CONSTRUCTION

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SECTION A-A

CON . ..NT

EXP. "'T

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CLASS C CONatETE

SEE PLANS

1-4 112·

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JBENCH DRAIN

"

=

I

15' MINIMUM

·,

CAIIPBEll FOONDRY
PA� No. �28
WITH ADA COMPLIANT
/
(OR APPROVED EQUAL)

"

1a• MAX

PAVEMENT SURFACE

-

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FRAME AND GR.It.TE

___

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.OF"-.

10P
CUR

SPEED HUMP DETAIL
,,,_--t- 4•

BLUE
lRAFFlC
PAINT {TYP.)

12·

PARKING SPOT &
AISLE TO BE

GRADED AT 2:C
MAX IN ALL
DIRECTIONS

o.c.

SHEET No.

ACCESSIBLE PARKING SPACE
N.T.S.

10

10

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