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