BUILDING
(FOUNDATION
WALL)
NEW 2-FAMILY
DWELLING
15.13'
15.04'
BUILDING
(FRAMED WALL)
15.00'
15.08'
BU
ILD
IN
G
(F
OU
ND
AT
IO
N
WA
LL)
BU
ILD
IN
G
(F
RA
ME
D W
ALL)
UNIT 2
UNIT 1
20.04'
20.13'
BUILDING
(FRAMED WALL)
BUILDING
(FOUNDATION
WALL)
5.13'
5.04'
BU
ILD
IN
G
(F
RA
ME
D W
ALL)
BU
ILD
IN
G
(F
OU
ND
AT
IO
N
WA
LL)
13.54'
13.54'
BA
Y W
IN
DO
W
BAY WINDOW
5.00'
PATIO
5.04'
PA
TIO
20.00'
PA
TIO
20.00'
GARAGE
20.00'
GA
RA
GE
NEW CONCRETE
DRIVEWAY
NEW CONCRETE
DRIVEWAY
REMOVE &
REPLACE
CONCRETE
SIDEWALK AS/IF
NECESSARY
PATIO
PATIO
LAWN
LAWN
LAWN
LAWN
SHRUBS
(20 TOTAL)
TREES
(2 TOTAL)
1' 12' 1'
CONCRETE
DRIVEWAY APRON
LINE OF BAY
WINDOW ABOVE
1'
12'
1'
NEW CONCRETE
APRON
NEW 6' FENCE
GATE
GATE
NEW 6' FENCE
9'X18' PARKING
SPACE (TYP)
9'X18' PARKING
SPACE (TYP)
11.04'
5.61'
47.42'
3.50'
11.54'
14.98'
14.98'
6.47'
11.00'
4.50'
19.46'
4.00'
12.00'
12.00'
15.04'
LINE OF GARAGE
LINE OF GARAGE
LIN
E O
F
GA
RA
GE
BEACH SHOWER
BEACH
SHOWER
34.88'
13.69' 12.68' 13.38'
4.92'
29.88'
13.69'21.18'4.88'
17.38'
12.36'
17.42'
CONCRETE
WALKWAY
11'
13'
20.00'
11.00'
4.54'
MATCH (4.53 ±)
5.73
3%
S
WA
LE
5.73
5.20
6.03
2%
5.50
5.34
5.8
4
5.3
4
5.4
2
2.5%
5.24
2%
3%
5%
5%
MA
TC
H (4
.8
4 ±)
2%
5.24
6.03
6.03
1%
3%
5%
TDC MATCH (±1-
1
2
")
BDC MATCH (±)
TC MATCH (±)
BC MATCH (±)
4.76 4.95
TDC MATCH (±1-
1
2
")
BDC MATCH (±)
5.84
5.13
5.21
5.64
5.34
2%
2%
5.1
6
MA
TC
H (4
.9
4 ±)
MATCH (4.27 ±)
MATCH (4.17 ±)
MATCH (4.08 ±)
MATCH (4.10 ±)
LANDING
5.26
2%
MATCH (4.53 ±)
4.85
6" DIA. PVC ROOFTOP
COLLECTION PIPE (TYP.)
PROVIDE OVERFLOW
AIR-GAP AT DOWNSPOUT
(TYP.)
NEW 30 LF 6' WIDE
STORMWATER
RECHARGE TRENCH
FILTER FABRIC (MIRAFI 140-S or Equiv.)
ALL SIDES. LAP ALL EDGES MIN. 24"
1'-6" 1'-6"
6'-0"
1'-4
"
2'- 4
"±
6"
6" PERFORATED POLYETHYLENE
OR PVC PIPE, INV. 6.50 (LEVEL)
NJDOT No. 57 STONE
(3/4" Clean Stone)
SAND
FINISHED GRADE
Elev. 8.00
Seasonal High Water
Elev. 5.15±
12
"±
4"
6"
9"1'-6"
12"6"
12"12"6"
9"
32755.01
Two Family Dwelling
4415 Park Road
Block 44.04/ Lot 1.01
Sea Isle City
Cape May County
New Jersey
Jason McAnulty
Sheet of
© COPYRIGHT
Only plans having a raised professional seal are considered
to be official and relied upon by the user. This plan has been
prepared specifically for the client and project designated
herein. No alterations, reproductions or use of any part of
contents may be made without the expressed written
permission of Hyland Design Group, Inc.
DateNo.
Drawn By: Checked By:
Project No.
Project:
Location:
Client:
Description
Project Team:
701 West Avenue, Suite 301
Ocean City, NJ 08226
609.398.4477
www.TheHylandGroupNJ.com
Arch. Cert. of Auth. No. 21AC00040300
Eng. & Surv. Cert. of Auth. No. 24GA280887300
Architectural Division Engineering Division
ENG INEER INGS T U D I O S
H Y L A N D G R O U P
GZ001
JEHSO
0101
Title Sheet, Plot Plan, Grading
Plan & Zoning Schedule
John E. Halbruner
NJ Registered Architect No. 15952
07-02-211. Initial Issuance
DRAWING INDEX
Sheet No Contents
Release
No.
Release
Date
General
GZ101 Title Sheet, Plot Plan
and Grading Plan
2 08.19.21
Architectural
AZ101
Proposed Floor Plans
2 08.19.21
AZ201
Proposed Building
Elevations
2 08.19.21
AZ901
Building Perspectives
2 08.19.21
Approved by the City of Sea Isle City Zoning Board of Adjustment
on _______________________________________
Attest:
Chairman: _______________________________ Date: _____________
Secretary: _______________________________ Date: _____________
Board Engineer: __________________________ Date: _____________
ZONING CONFORMANCE SCHEDULE
ZONE R2 -TWO FAMILY RESIDENTIAL DISTRICT
No. ITEM
ORDINACE
SECTION
REQUIRED / PERMITTED PROPOSED CONFORMANCE
1. PRINCIPLE PERMITTED USE
§ 26-46.1.a
TWO FAMILY DWELLING
TWO FAMILY
DWELLING
YES
2. MIN. LOT AREA
§ 26-46.7.a5,000 SF 4,125 SF
VARIANCE
REQUIRED
3. MIN. LOT WIDTH / FRONTAGE
§ 26-46.7.b
50 FT 55 FT YES
4. MIN. YARD REQUIREMENTS
FRONT
PARK ROAD
§ 26-46.4
15 FT 15.04 FT YES
45 TH STREET
§ 26-46.4
15 FT 15.0 FT YES
SIDE
§ 26-46.5.a
5 FT 5.04 FT YES
REAR
§ 26-46.6
20 FT 20.04 FT YES
5. MIN. LOT DEPTH
§ 26-46.7.b
100 FT 75 FT
VARIANCE
REQUIRED
6. MAX. BUILDING HEIGHT
§ 26-46.8.a
32 FT 31.66 FT YES
7. FLOOR AREA RATIO
§ 26-46.10.b
0.80 (6 PARKING
SPACES PROVIDED)
0.80 (6 PARKING
SPACES
PROVIDED)
YES
8. MAX. LOT COVERAGE
§ 26-46.9 35% ( 1,443 SF ) 33.8% (1,395 SF)
YES
9. MAX. IMPERVIOUS COVERAGE
§ 26-36.a 70% ( 2,887 SF ) 69% (2,825 SF)
YES
10. PARKING SPACES
§ 26-23.8.a
3 SPACES PER UNIT 6 PARKING SPACES YES
Scale: 1'=10"
1
Plot Plan
Scale: 1'=10"
2
Grading Plan
Scale: 1" = 1,000'
U.S.G.S Map
"Sea Isle, NJ" Quadrangle
Map Date: 2019 (Mao No. USGSX24K40362)
Scale: 1" = 200'
Zoning Map
Map Date: 01-14-2011Scale: 1" = 200'
Tax Map
Map Date: February 22 1973
Scale: 1" = 500'
Flood Map
Map Panel: 0164F
Map Number: 34009C0164F
DESIGN FLOOD ELEVATION
Sea Isle City Base Flood Elevation = 11.00 NAVD 1988).
STORMWATER RECHARGE TRENCH CALCULATIONS
Stormwater recharge trenches shall be designed and constructed to recharge the stormwater
runoff generated by the project using the Rational Method and in accordance with Sea Isle City
Ordinance No. 1655.
Design Parameters
Storm: 2, 5, 10 & 25 year, 15 minute duration with 5.2 in/hr intensity based on Time of
Concentration (Tc) = 0.25 hrs. Rainfall Intensity based on NJDOT Drainage Design Manual
Rainfall Intensity-Duration-Frequency Curves (East). Calculations provided limited to 25 yr.
storm since the recharge requirement & storage capacity provided for the 25 year storm will
exceed that for the 2, 5, and 10 year storms.
Soils: Urban land-psamments (USPSBR) per Natural Resources Conservation Services Web
Soil Survey.
Calculations & Stormwater Managment Design based on requirements provided in City
Ordinance No. 1655.
Stormwater Volume Calculations (Rational Method)
Runoff (Q) = Runoff Coefficient(C) x Rainfall Intensity(I) x Area(A)
C = 0.99
I = 5.2 in/hr.
A = 0.095 Ac.
A. 1.) Existing Runoff (Based On Current Conditions):
Building & Paving = 1,422 sf (C=0.99)
Open Decking = 33 sf (C=0.30)
Lawn & Vegetation= 2,667 sf (C=0.30)
Total = 4,125 (Adjusted C=0.54)
Q = 0.54 x 5.2 in/hr x 0.095 Ac. = 0.267 cfs
2.) Existing Runoff (Based on Vacant Lot Per Ordinance No. 1655):
Vegetated Vacant Lot = 4,125 sf (C=0.30)
Q = 0.30 x 5.4 in/hr x 0.095 Ac. = 0.154 cfs
B. Proposed Runoff:
Building = 1,395 sf (C=0.99)
Concrete Paving = 1,189 sf (C=0.99)
Landscaping = 1,541 sf (C=0.30)
Total = 4,125 sf
Impervious Coverage Runoff: 0.99 x 5.2 in/hr x 0.059 ac (2,584 sf) = 0.304 cfs
Pervious Coverage Runoff:
Landscaping: 0.30 x 5.2 in/hr x 0.035 ac (1,541 sf) = 0.0546 cfs
Total Runoff: 0.359 cfs
C. Actual Additional Runoff Due to Project Increase in Impervious Surface Coverage:
0.267 cfs (Pre-Development) - 0.359 cfs (Post Development) = 0.092 cfs or 83 cf
under 25 Year Storm.
D. Total Runoff Volume to be Recharged Per Ordinance 1655:
Post-Development Peak Volume: 0.359 cfs x 60 sec x 15 min = 323 cf
On-Site Recharge Volume Required = 30% of Post Development Runoff
= 323 cf x 0.30 = 97 cf
Recharge Trench Volume Calculations
New Recharge Trench Dimensions:
6' wide x 1.33' deep with a (4) 6"Ø perforated pipes and a stone void ratio of 35%
Trench Volume:
{4 x π * (0.25')²} + {(6' * 1.33') - (4 x π * (0.25')²} * 0.35 = 3.31 cf/lf
Linear Feet of Recharge Trench Required
97 cf / 3.31 cf/lf = 29.3 lf
Linear Feet of Recharge Trench Provided
30 lf (99.3 cf of volume)
Scale: NTS
3
Stormwater Recharge Trench Detail
08-19-212. Second Issuance
UP
UP
DN
UP
UP
DN
D W
DW
DN
DNUP
UP
REF
REF
DN
DN
GARAGE
UNIT 2GARAGE
STORAGEBEACH SHOWER
BEACHSHOWER
STORAGE
UNIT 2
UNIT 1
PATIO
PATIO
39' - 9"
21' - 6" 8' - 9 7/8" 4' - 6 5/8"
29' -
10 1
/2"
39' - 9"
5' - 2 1/4" 8' - 9 7/8" 12' - 0 5/8"
34' -
9 1
/2"
8' -
5"
13' -
3 7
/8"
13' -
0 3
/4"
13' - 4 1/2"
4' -
11"
4' - 10 1/2"
34' -
9 1
/2"
UNIT 1BEDROOM 1
BATH 1 UNIT 1BEDROOM 2
UNIT 1BEDROOM 3
BATH 2
UNIT 2BEDROOM 3
BATH 2
UNIT 2BEDROOM 2 BATH 1
UNIT 2BEDROOM 1
LAUNDRY
36"
HVAC
30"
CL
CL CL
9' - 0" 4' - 0"
LAUNDRY
HVAC
30"
CL CL
CL
36"
BUILT IN SHELVES
BUILT IN SHELVES
WH
WH
39' - 11"
34' -
11"
39' - 11"
34' -
11"
10' - 9" 5' - 5" 10' - 3 1/2" 13' - 5 1/2"
9' -
11 1
/2"
5' -
3 1
/2"
6' -
2 1
/2"
13' -
5 1
/2"
13' - 9" 10' - 3 1/2" 5' - 5" 10' - 5 1/2"
13' -
2"
6' -
2 1
/2"
5' -
3 1
/2"
10' -
3"
LIVING ROOM
DINING
KITCHEN
POWDERROOM
MECH
DECK
DINING
LIVING ROOM
KITCHEN13'-0"X11'-3"
DECK
UNIT 2
UNIT 1
POWDERROOM
MECH
UNIT 1
UNIT 2
HVAC
HVAC
39' - 11"
34' -
11"
39' - 11"
34' -
11"
8' - 11" 14' - 0 1/2" 3' - 6" 13' - 5 1/2"
13' -
2"
1' -
6"
7' -
0 1
/2"
13' -
2 1
/2"
13' - 9" 3' - 6" 1' - 0" 7' - 2 1/2" 1' - 0" 13' - 5 1/2"
1' -
6"
8' -
5 1
/2"
26' -
5 1
/2"
MASTER BEDROOM
DECK
ATTIC UNIT 2
BATH 3
BUILT-IN DRAWERS AND SHELVES
DECK
UNIT 1
ATTIC
BATH 3
UNIT 2
MASTER BEDROOM
39' - 11"
39' - 11"
CL
MECHANICAL PLATFORM
BUILT-IN DRAWERS AND SHELVES
ATTIC ACCES PANEL
UNIT 1
BUILT-IN DRAWERS AND SHELVES
BUILT-IN DRAWERS AND SHELVES
34' -
11"
34' -
11"
9' - 8 1/2" 12' - 0" 9' - 8 1/2" 4' - 3"4' - 3"
4' -
6 1
/2"
21' -
6"
8' -
10 1
/2"
4' - 3"4' - 9" 9' - 2" 12' - 0 1/2" 9' - 8 1/2"
8' -
10 1
/2"
21' -
6"
4' -
6 1
/2"
MECHANICAL PLATFORM
CL
Sheet of
© COPYRIGHTOnly plans having a raised professional seal are considered
to be official and relied upon by the user. This plan has
been prepared specifically for the client and project
designated herein. No alterations, reproductions or use of
any part of contents may be made without the expressed
written permission of Hyland Design Group, Inc.
DateNo.
Drawn By: Checked By:
Project No.
Project:
Location:
Client:
Description
701 West Avenue, Suite 301Ocean City, NJ 08226
609.398.4477www.TheHylandGroupNJ.com
John E. HalbrunerNJ Registered Architect No. 15952
Project Team:
JCM Development LLC
32755.01
Two-Family Dwelling
GuseSO
AZ101Floor Plans
4415 Park roadBlock 44.04/ Lot 1.01
Sea Isle CityCape May County
New Jersey
1. Initial Issuance 07.02.21
01 03
Scale: 3/16" = 1'-0"1
Grade Level PlanScale: 3/16" = 1'-0"
2First Floor Plan
Scale: 3/16" = 1'-0"3
Second Floor PlanScale: 3/16" = 1'-0"
4Third Floor Plan
UNIT 1: Floor Area: 697 SF
UNIT 2: Floor Area: 697 SF
UNIT 1: Floor Area: 697 SF
UNIT 2: Floor Area: 697 SF
UNIT 1: Floor Area: 598 SFDeck Area: 111 SF
UNIT 2: Floor Area 593 SFDeck Area: 114 SF
UNIT 1: Floor Area: 348 SFDeck Area: 129 SF
UNIT 2: Floor Area: 348 SFDeck Area: 129 SF
2. Second Issuance 08.19.21
First FloorElev.14.34
Second FloorElev.23.34
Third FloorElev.32.34
Average GradeElev.5.34
BFEElev.9.00
BOARD AND BATTEN SIDING
ASPHALT SHINGLE ROOF
CLAPBOARD SIDING
COLUMN ENCLOSURE
BAY WINDOW
BAND BOARD
THIN BRICK VENEER OVER FOUNDATION WALL
BAY WINDOW
36" H GUARD RAIL
7"
12"
7"
12"
36" H GUARD RAIL
36" H GUARD RAIL
Roof PeakElev.42.99
1' - 6"
2' - 0"
0' - 10"
2' - 0"
COLUMN ENCLOSURE
7"
12"
17 1/2"
12"
7"
12"
17 1/2"
12"
First FloorElev.14.34
Second FloorElev.23.34
Third FloorElev.32.34
Average GradeElev.5.34
BOARD AND BATTEN SIDING AS SELECTED BY OWNER
ASPHALT SHINGLE ROOF
CLAPBOARD SIDING
COLUMN ENCLOSURE
36" H GUARD RAIL
BAND BOARD
THIN BRICK VENEER OVER FOUNDATION WALL
BAY WINDOW
7"
12"
7"
12"
7"
12"
7"
12"
Roof PeakElev.42.99
0' - 10" 0' - 10" 0' - 10" 0' - 10"
2' - 0"2' - 0"
1' - 6"
COLUMN ENCLOSURE
First FloorElev.14.34
Second FloorElev.23.34
Third FloorElev.32.34
Average GradeElev.5.34
BFEElev.9.00
BOARD AND BATTEN SIDING AS SELECTED BY OWNER
ASPHALT SHINGLE ROOF
CLAPBOARD SIDING
COLUMN ENCLOSURE
36" H GUARD RAIL
BAND BOARD
BAY WINDOW
36" H GUARD RAIL
4"
12"
9"
12"
9"
12"
4"
12"
Roof PeakElev.42.99
1' - 0"
1' - 6"
0' - 6"2' - 0"
COLUMN ENCLOSURE
First FloorElev.14.34
Second FloorElev.23.34
Third FloorElev.32.34
Average GradeElev.5.34
BFEElev.9.00
Build
ing H
eig
ht
31' -
11 7
/8"
DFEElev.11.00
4"
12"
4"
12"
9"
12"
9"
12"BOARD AND BATTEN SIDING
ASPHALT SHINGLE ROOF
CLAPBOARD SIDING
COLUMN ENCLOSURE
36" H GUARD RAIL
BAND BOARD
THIN BRICK VENEER OVER FOUNDATION WALL
BAY WINDOW
Roof PeakElev.42.99
2' - 0"
1' - 0 1/2"
2' - 0"
1' - 6"
COLUMN ENCLOSURE
Sheet of
© COPYRIGHTOnly plans having a raised professional seal are considered
to be official and relied upon by the user. This plan has
been prepared specifically for the client and project
designated herein. No alterations, reproductions or use of
any part of contents may be made without the expressed
written permission of Hyland Design Group, Inc.
DateNo.
Drawn By: Checked By:
Project No.
Project:
Location:
Client:
Description
701 West Avenue, Suite 301Ocean City, NJ 08226
609.398.4477www.TheHylandGroupNJ.com
John E. HalbrunerNJ Registered Architect No. 15952
Project Team:
JCM Development LLC
32755.01
Two-Family Dwelling
JEHSO
AZ201Building Elevation
4415 Park roadBlock 44.04/ Lot 1.01
Sea Isle CityCape May County
New Jersey
1. Initial Issuance 07.02.21
02 03
Scale: 1/4" = 1'-0"2
45th Street Elevation
Scale: 1/4" = 1'-0"3
Side Elevation (North)Scale: 1/4" = 1'-0"
4Rear Elevation (East)
Scale: 1/4" = 1'-0"1
Park Road Elevation
2. Second Issuance 08.19.21
Sheet of
© COPYRIGHTOnly plans having a raised professional seal are considered
to be official and relied upon by the user. This plan has
been prepared specifically for the client and project
designated herein. No alterations, reproductions or use of
any part of contents may be made without the expressed
written permission of Hyland Design Group, Inc.
DateNo.
Drawn By: Checked By:
Project No.
Project:
Location:
Client:
Description
701 West Avenue, Suite 301Ocean City, NJ 08226
609.398.4477www.TheHylandGroupNJ.com
John E. HalbrunerNJ Registered Architect No. 15952
Project Team:
JCM Development LLC
32755.01
Two-Family Dwelling
JEHSO
AZ9013D Model
4415 Park roadBlock 44.04/ Lot 1.01
Sea Isle CityCape May County
New Jersey
1. Initial Issuance 07.02.21
03 03
N.T.S.1
Southwest View
N.T.S.2
Southeast ViewN.T.S.
3Northwest View
2. Second Issuance 08.19.21
