The applicant may request that one or more of the submission
requirements be waived, in which event the board, or its authorized
committee, shall grant or deny the request within 45 days.
|
Nothing herein shall be construed as diminishing the applicant's
obligation to prove in the application process that (s)he is entitled
to approval of the application.
|
The board may subsequently require correction of any information
found to be in error and submission of additional information, not
otherwise specified, as are reasonably necessary to make an informed
decision as to whether the requirements necessary for approval of
the application for development have been met. The application shall
not be deemed incomplete for lack of any such additional information
or any revisions in the accompanying documents so required by the
board.
|
ARTERIAL STREETS — Those which are used primarily
for fast or heavy traffic.
|
COLLECTOR STREETS — Those which carry traffic
from minor streets to the major system of arterial streets, including
the principal entrance streets of a residential development and streets
for circulation within such a development.
|
MARGINAL ACCESS STREETS — Those which are parallel
and adjacent to arterial streets and highways and which provide access
to abutting properties and protection from through traffic.
|
MINOR STREETS — Those which are used primarily
for access to the abutting properties.
|
I consent to the filing of this site plan with the __________________
of the Borough of Carlstadt.
| |
Applicant
|
Date
|
Site plan of
|
Lot _____ Block _____ Zone _____ Date _____ Scale _____
|
Applicant ___________________________________ Address
|
I hereby certify that I have prepared this site plan and that
all dimensions and information are correct.
|
Name
|
Title and License Number
|
Approved by the __________________ of the Borough of Carlstadt.
| |
Date
|
Chairperson
|
I have reviewed this site plan and certify that it meets all
codes and ordinances under my jurisdiction.
| |
Date
|
Engineer
|
I hereby certify that all required improvements have been installed
or that a performance guarantee has been posted in accordance with
subsection 19-9.2 of the Site Plan Chapter of the Revised General
Ordinances of the Borough of Carlstadt.
|
Construction Official
|
Engineer
|
Table A
| |
---|---|
Off-Street Parking Requirements
| |
Use
|
Number of Required Parking Spaces
|
Automobile service stations
|
4 for each bay, plus 1 for each employee in the maximum working
shift.
|
Bank and savings institutions
|
1 for each 300 square feet of floor area, or 8 for each teller
window, whichever is greater.
|
Bowling lanes
|
5 for each lane.
|
Churches and other places of worship
|
1 for each 3 seats, or 1 for each 72 inches of seating space
when benches rather than seats are used.
|
Community buildings, social halls and clubs
|
1 for each 4 seats, except where a specific amount of seating
is undetermined, then 1 for each 8 members.
|
Funeral homes and mortuaries
|
5 for each chapel or slumber room.
|
Industrial and manufacturing uses
|
1 for every 1 1/2 employees on the largest shift, or 1
space for every 1,000 square feet, whichever is greater.
|
Laboratory and research uses
|
1 for every 400 feet of floor area.
|
Medical or dental clinics or offices
|
4 for each doctor or dentist, plus 1 for each 100 square feet
of floor area.
|
Mixed commercial
|
1 for every 400 square feet of floor area.
|
Mixed land uses
|
Mixed land uses in the same building shall be calculated as
the sum of the individual uses, unless the applicant can demonstrate
to the approving authority that the parking characteristics of the
total needs of the development are less than the sum of the parts,
and the number of spaces to be provided will satisfy the lesser need.
|
Motels, hotels, and motor lodges
|
1 for each rental unit and, in addition, compliance with the
requirements for each particular additional use located on the property,
such as restaurants, eating and drinking establishments, retail stores
and meeting rooms.
|
Multifamily residential dwellings
|
1 1/2 for each dwelling unit.
|
Nursing homes, hospitals and convalescing homes
|
1 for every 2 beds, plus 1 per staff member and employee in
the maximum work shift.
|
Offices, business and professional (other than medical and dental)
|
1 for every 250 square feet of floor area.
|
Public and government buildings
|
1 for every 800 square feet of gross floor area.
|
Restaurants, eating and drinking establishments and catering
halls
|
1 for every 3 seats, plus 1 for each 2 employees.
|
Restaurants, fast food
|
1 for each 2 seats, plus 1 for each 2 employees in the maximum
work shift, or a minimum of 40, whichever is greater.
|
Retail stores, store groups, shops and shopping centers
|
1 for each 150 square feet of floor area, where the floor area
shall not exceed 2,000 square feet, or 1 for each 200 square feet
of floor area where the floor area shall exceed 2,000 square feet.
|
Single-and two-family dwellings
|
Single-family dwellings shall provide for at least 2 off-street
parking spaces, at least 1 of which shall be required to be a fully
enclosed garage. Two-family dwellings shall provide for at least 5
off-street parking spaces, at least 2 of which shall be required to
be a fully enclosed garage.
|
Theaters
|
1 for every 3 seats.
|
Warehouse and storage establishments
|
1 for every 1,500 square feet.
|
Other uses
|
To be determined by the approving authority.
|
Table B
| ||
---|---|---|
Minimum Aisle Width
| ||
Minimum Aisle Width
(feet)
| ||
Parking Angle
(degrees)
|
One-Way
|
Two-Way
|
0 (Parallel Parking)
|
12
|
25
|
30
|
12
|
n/a
|
45
|
15
|
n/a
|
60
|
18
|
n/a
|
90 (Perpendicular)
|
25
|
25
|
Table C
| |
---|---|
Minimum Sight Distance From Driveway
| |
Speed Limit on Roadway
|
Minimum Sight Distance
|
25 mph
|
175 feet
|
30 mph
|
250 feet
|
35 mph
|
325 feet
|
40 mph
|
400 feet
|
45 mph
|
450 feet
|
50 mph or more
|
500 feet
|
Table D
| ||||||
---|---|---|---|---|---|---|
Drive Widths, Depressed Curbs and Curb Return Radius Standards
| ||||||
One-Way Operation
|
Two-Way Operation
| |||||
Use
|
Driveway Width
|
Depressed Curb
|
Curb Return Radius
|
Driveway Width
|
Depressed Curb
|
Curb Return Radius
|
3 to 10 Family Residence
|
12' to 15'
|
32' to 35'
|
20' minimum 30' maximum
|
22' to 26'
|
44' to 50'
|
20' minimum 30' maximum
|
Over 10 Family Residence
|
15' to 16'
|
35' to 38'
|
20' minimum 30' maximum
|
24' to 30'
|
46' to 52'
|
20' minimum 30' maximum
|
Commercial & Industrial
|
15' to 30'
|
35' to 50'
|
25' minimum 45' maximum
|
30' to 50'
|
50' to 70'
|
35' minimum 45' maximum
|
Service Stations
|
20' to 30'
|
35' to 50'
|
20' minimum 35' maximum
|
40' to 50'
|
50' to 60'
|
20' minimum 35' maximum
|
Maximum
|
Minimum
| |
---|---|---|
Parking Stalls & Service Aisles
|
6%
|
1/2%
|
Main Approach Walkways to Buildings
|
4%
|
1/2%
|
Collector or other Service Walkways
|
8%
|
1/2%
|
Swales
|
10%
|
2%
|
Principal Circulation Aisles
|
8%
|
1/2%
|
Driveways; Entrances & Exits
|
6%*
|
1/2%*
|
*NOTE: For a distance of 100 feet from the street right-of-way
line. Driveway intersections with any roadway within a distance of
35 feet from the curbline, as measured along the center line of the
driveway, shall not exceed a grade of 1.5%.
|
Land Use*
|
Floor Area at Which 1st Berth Required
(square feet)
|
Floor Area at Which 1st Berth Required
(square feet)
|
---|---|---|
Industrial
| ||
Manufacturing
|
0 to 5,000
|
40,000
|
Warehouse
|
0 to 5,000
|
40,000
|
Laboratory, Research
|
0 to 5,000
|
40,000
|
Commercial
| ||
Wholesale
|
0 to 5,000
|
40,000
|
Retail
|
0 to 5,000
|
20,000
|
Service Establishments
|
0 to 5,000
|
40,000
|
Commercial Recreation
|
0 to 5,000
|
100,000
|
Restaurants
|
0 to 2,000
|
25,000
|
Office Buildings
|
0 to 10,000
|
100,000
|
Hotels
|
0 to 10,000
|
100,000
|
Funeral Homes
|
0 to 10,000
|
100,000
|
Institutional, Public
| ||
Schools
|
0 to 10,000
|
100,000
|
Hospitals, Nursing Homes
|
0 to 10,000
|
100,000
|
Auditoriums, Arenas
|
0 to 10,000
|
100,000
|
NOTES:
| |
*
|
In the case of a multiple use building, the amount of off-street
loading required shall be equal to the sum of the parts, unless the
same can be demonstrated to be excessive in the opinion of the approving
authority.
|
**
|
An additional berth shall be required for each additional amount
of square feet as indicated as required between the need for one and
two berth intervals.
|
Table 1
Green Infrastructure BMPs for Groundwater Recharge, Stormwater
Runoff Quality, and/or Stormwater Runoff Quantity
| ||||
---|---|---|---|---|
Best Management Practice
|
Stormwater Runoff Quality TSS Removal Rate
|
Stormwater Runoff Quantity
|
Groundwater Recharge
|
Minimum Separation from Seasonal High Water Table
(feet)
|
Cistern
|
0%
|
Yes
|
No
|
—
|
Dry well(a)
|
0%
|
No
|
Yes
|
2
|
Grass swale
|
50% or less
|
No
|
No
|
2(e)
1(f)
|
Green roof
|
0%
|
Yes
|
No
|
—
|
Manufactured treatment device(a)(g)
|
50% or 80%
|
No
|
No
|
Dependent upon the device
|
Pervious paving system(a)
|
80%
|
Yes
|
Yes(b)
No(c)
|
2(b)
1(c)
|
Small-scale bioretention basin(a)
|
80% or 90%
|
Yes
|
Yes(b)
No(c)
|
2(b)
1(c)
|
Small-scale infiltration basin(a)
|
80%
|
Yes
|
Yes
|
2
|
Small-scale sand filter
|
80%
|
Yes
|
Yes
|
2
|
Vegetative filter strip
|
60% to 80%
|
No
|
No
|
—
|
(Notes corresponding to annotations(a) through (g) are found following Table
3.)
|
Table 2
Green Infrastructure BMPs for Stormwater Runoff Quantity
(or for Groundwater Recharge and/or Stormwater Runoff Quality
with a Waiver or Variance from N.J.A.C. 7:8-5.3)
| ||||
---|---|---|---|---|
Best Management Practice
|
Stormwater Runoff Quality TSS Removal Rate
|
Stormwater Runoff Quantity
|
Groundwater Recharge
|
Minimum Separation from Seasonal High Water Table
(feet)
|
Bioretention system
|
80% or 90%
|
Yes
|
Yes(b)
No(c)
|
2(b)
1(c)
|
Infiltration basin
|
80%
|
Yes
|
Yes
|
2
|
Sand filter(b)
|
80%
|
Yes
|
Yes
|
2
|
Standard constructed wetland
|
90%
|
Yes
|
No
|
N/A
|
Wet pond(d)
|
50% to 90%
|
Yes
|
No
|
N/A
|
(Notes corresponding to annotations (b) through (d) are found following Table
3.)
|
Table 3
BMPs for Groundwater Recharge, Stormwater Runoff Quality, and/or
Stormwater Runoff Quantity
only with a Waiver or Variance from N.J.A.C. 7:8-5.3
| ||||
---|---|---|---|---|
Best Management Practice
|
Stormwater Runoff Quality TSS Removal Rate
|
Stormwater Runoff Quantity
|
Groundwater Recharge
|
Minimum Separation from Seasonal High Water Table
(feet)
|
Blue roof
|
0%
|
Yes
|
No
|
N/A
|
Extended detention basin
|
40% to 60%
|
Yes
|
No
|
1
|
Manufactured treatment device(h)
|
50% or 80%
|
No
|
No
|
Dependent upon the device
|
Sand filter(c)
|
80%
|
Yes
|
No
|
1
|
Subsurface gravel wetland
|
90%
|
No
|
No
|
1
|
Wet pond
|
50% to 90%
|
Yes
|
No
|
N/A
|
Notes to Tables 1, 2, and 3:
| |
(a)
|
Subject to the applicable contributory drainage area limitation
specified at Section 19-11.4o2;
|
(b)
|
Designed to infiltrate into the subsoil;
|
(c)
|
Designed with underdrains;
|
(d)
|
Designed to maintain at least a ten-foot-wide area of native
vegetation along at least 50% of the shoreline and to include a stormwater
runoff retention component designed to capture stormwater runoff for
beneficial reuse, such as irrigation;
|
(e)
|
Designed with a slope of less than 2%;
|
(f)
|
Designed with a slope of equal to or greater than 2%;
|
(g)
|
Manufactured treatment devices that meet the definition of "green
infrastructure" at Section 19-11.2;
|
(h)
|
Manufactured treatment devices that do not meet the definition
of "green infrastructure" at Section 19-11.2.
|
Best Management Practice
|
Maximum Contributory Drainage Area
|
---|---|
Dry well
|
1 acre
|
Manufactured treatment device
|
2.5 acres
|
Pervious pavement systems
|
Area of additional inflow cannot exceed three times the area
occupied by the BMP
|
Small-scale bioretention systems
|
2.5 acres
|
Small-scale infiltration basin
|
2.5 acres
|
Small-scale sand filter
|
2.5 acres
|
Table 4 - Water Quality Design Storm Distribution
| |||||
---|---|---|---|---|---|
Time
(minutes)
|
Cumulative Rainfall
(inches)
|
Time
(minutes)
|
Cumulative Rainfall
(inches)
|
Time
(minutes)
|
Cumulative Rainfall
(inches)
|
1
|
0.00166
|
41
|
0.1728
|
81
|
1.0906
|
2
|
0.00332
|
42
|
0.1796
|
82
|
1.0972
|
3
|
0.00498
|
43
|
0.1864
|
83
|
1.1038
|
4
|
0.00664
|
44
|
0.1932
|
84
|
1.1104
|
5
|
0.00830
|
45
|
0.2000
|
85
|
1.1170
|
6
|
0.00996
|
46
|
0.2117
|
86
|
1.1236
|
7
|
0.01162
|
47
|
0.2233
|
87
|
1.1302
|
8
|
0.01328
|
48
|
0.2350
|
88
|
1.1368
|
9
|
0.01494
|
49
|
0.2466
|
89
|
1.1434
|
10
|
0.01660
|
50
|
0.2583
|
90
|
1.1500
|
11
|
0.01828
|
51
|
0.2783
|
91
|
1.1550
|
12
|
0.01996
|
52
|
0.2983
|
92
|
1.1600
|
13
|
0.02164
|
53
|
0.3183
|
93
|
1.1650
|
14
|
0.02332
|
54
|
0.3383
|
94
|
1.1700
|
15
|
0.02500
|
55
|
0.3583
|
95
|
1.1750
|
16
|
0.03000
|
56
|
0.4116
|
96
|
1.1800
|
17
|
0.03500
|
57
|
0.4650
|
97
|
1.1850
|
18
|
0.04000
|
58
|
0.5183
|
98
|
1.1900
|
19
|
0.04500
|
59
|
0.5717
|
99
|
1.1950
|
20
|
0.05000
|
60
|
0.6250
|
100
|
1.2000
|
21
|
0.05500
|
61
|
0.6783
|
101
|
1.2050
|
22
|
0.06000
|
62
|
0.7317
|
102
|
1.2100
|
23
|
0.06500
|
63
|
0.7850
|
103
|
1.2150
|
24
|
0.07000
|
64
|
0.8384
|
104
|
1.2200
|
25
|
0.07500
|
65
|
0.8917
|
105
|
1.2250
|
26
|
0.08000
|
66
|
0.9117
|
106
|
1.2267
|
27
|
0.08500
|
67
|
0.9317
|
107
|
1.2284
|
28
|
0.09000
|
68
|
0.9517
|
108
|
1.2300
|
29
|
0.09500
|
69
|
0.9717
|
109
|
1.2317
|
30
|
0.10000
|
70
|
0.9917
|
110
|
1.2334
|
31
|
0.10660
|
71
|
1.0034
|
111
|
1.2351
|
32
|
0.11320
|
72
|
1.0150
|
112
|
1.2367
|
33
|
0.11980
|
73
|
1.0267
|
113
|
1.2384
|
34
|
0.12640
|
74
|
1.0383
|
114
|
1.2400
|
35
|
0.13300
|
75
|
1.0500
|
115
|
1.2417
|
36
|
0.13960
|
76
|
1.0568
|
116
|
1.2434
|
37
|
0.14620
|
77
|
1.0636
|
117
|
1.2450
|
38
|
0.15280
|
78
|
1.0704
|
118
|
1.2467
|
39
|
0.15940
|
79
|
1.0772
|
119
|
1.2483
|
40
|
0.16600
|
80
|
1.0840
|
120
|
1.2500
|
R = A + B - (A x B)/100
|
Where:
| ||
R
|
=
|
total TSS percent load removal from application of both BMPs.
|
A
|
=
|
the TSS percent removal rate applicable to the first BMP.
|
B
|
=
|
the TSS percent removal rate applicable to the second BMP.
|