C:Users om.000DesktopRUM POINT - 23853 · d.j. lodovico, vp construction south jersey gas company absecon, nj 08201 10 w. jim leeds rd. verizon atlantic city, nj 08401 1701 absecon

CITY OF BRIGANTINE ATLANTIC COUNTY NEW JERSEYBLOCK 1 (FORMERLY 8428) LOT 1TITLE SHEET

10/10/01

PHONE: 609-344-8194 FAX: 609-344-1594

SURVEYORS, PLANNERS, ENGINEERS

JON J. BARNHARTPROFESSIONAL PLANNER N.J. NO.PROFESSIONAL ENGINEER N.J. NO.

400 NORTH DOVER AVENUE, ATLANTIC CITY, N. J. 08401

ARTHUR W. PONZIO CO. & ASSOCIATES, INC.

REV # DATE COMMENT BY

OTHER PURPOSE AT ANY TIME.

OF THIS PROJECT AT THIS SITE. IT SHOULD NOT BE USED BY ANY OTHER

PROPERTY OF ARTHUR W. PONZIO COMPANY & ASSOCIATES, INC. AND

PERSON OR ENTITY AND MAY NOT BE COPIED IN ANY WAY FOR ANY

HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER (CLIENT)

WRITTEN CONSENT OF THE PREPARER. THIS DOCUMENT IS THE SOLEANY PORTION THEREOF IS STRICTLY PROHIBITED WITHOUT THEALL RIGHTS RESERVED. THE COPY OR USE OF THIS DOCUMENT OR

SAFETY AND HEALTH ADMINISTRATION (OSHA), THE HIGH VOLTAGE PROXIMITY

ALL LOCAL ORDINANCES AND PERMIT CONDITIONS.THE NEW JERSEY UNIFORM CONSTRUCTION CODE, BOCA, ASTM SPECIFICATIONS,ACT, STATE OF NEW JERSEY, ADOPTED 7/21/48 AS P.L. 1948, c 249,

IN ACCORDANCE WITH THE LATEST PROVISIONS OF THE OCCUPATIONALLOCAL LAWS AND SAFETY REQUIREMENTS AND SHALL BE PERFORMEDALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND

UNLESS NOTED OTHERWISE, A.W. PONZIO CO & ASSOCIATE, INC. RESPONSIBILITIESDO NOT INCLUDE ANY FIELD INSPECTION, CONSTRUCTION MANAGEMENT, CONSTRUCTION OR CONTRACTOR'S COMPLIANCE WITH CONSTRUCTION DOCUMENTS.

COPYRIGHT C 2000 ARTHUR W. PONZIO COMPANY & ASSOCIATES, INC.

NO SCALE SCALE:DATE:

267628314

ARTHUR W. PONZIO, JR.

JJBBY:PROJ. NO.:

SHEET ______ OF ______23853

1 9

PROFESSIONAL PLANNER N.J. NO.PROFESSIONAL LAND SURVEYOR N.J. NO.

GE43483

C-1

TAX MAP

TAX

MA

P

TAX MAP

BRIGANTINE ZONING MAP USC & GS QUAD MAP BRIGANTINE CITY TAX MAP - 200 ft Radius Map

1 12/27/01 REV. PER BOARD REVIEW JJB2 2/15/03 FINAL SUB. SUBMISSION JJB3 5/15/03 REV. PER PROF. REPORTS JJB

4 11/8/08 FINAL APPROVAL SUBMITTAL JJB

ATLANTIC CITY TAX LIST BRIGANTINE TAX LIST

U:\Email Plans Thru 1-16-07\SIGNATURES.bmp


CHECKLIST WAIVER REQUESTS: 3. METES AND BOUNDS DESCRIPTION OF THE PARCEL IN QUESTION.

5 3/25/09 REV. FINAL APPROVAL SUBMITTAL JJB6 7/15/09 REV. FINAL APPROVAL SUBMITTAL JJB

C-1 TITLE SHEETC-2 PROPERTY SURVEYC-3 PRELIMINARY PLATC-4 SOIL EROSION & SEDIMENT CONTROL PLANC-5.1 FINAL PLAT (1 OF 2)C-5.2 FINAL PLAT (2 OF 2)C-6 COUNTY ROADWAY DETAILSC-7 SITE DETAILSC-8 LANDSCAPE & LIGHTING PLAN

MAJOR SUBDIVISIONBLOCK 1 (FORMERLY 8428) LOT 1

CITY OF BRIGANTINE ATLANTIC COUNTY NEW JERSEY

8 12/5/12 REV. PER COUNTY SUBMITTAL TAD

4

4

6

6

6

6

7

7

7 7

8

8

8

88

8

9

CLCL

SB-#1

SB-#2

SB-#3

SB-#4

CAFRA

JURIS

DICTI

ON LINE

5

150'

NOTE:TIDELANDS CLAIM AREAS SHOWN ON NJDEPPANEL #196-2070 GRANTED TO SHIRLEY & EDGARSIMS, JR, AS INDICATED IN DB5265 PAGES 219 THRU 225(GRANT CONVEYED ENTIRE UPLAND PROPERTY TO THE LIMITOF THE WETLANDS LINE)

COASTAL WETLANDS LIMIT AS SHOWNON NJDEP PANEL #196-2070


FRESHWATER WETLANDS / WATER BOUNDARY LINEAS VERIFIED BY NJDEP, LURP FILE #0103-03-0040.1, DATED JULY 9, 2004


4

4

6

6

6

7

7

7

8

8

8

88

9

CLCL

SB-#1

SB-#2

SB-#3

SB-#4

CAFRA

JURIS

DICT

ION L

INE

5

150'


STAL WETLANDS LIMIT AS SHOWNON NJDEP PANEL #196-2070



ER BOUNDARY LINEDATED JULY 9, 2004

GRAPHIC SCALE IN FEET

100 0 100 200 300

CITY OF BRIGANTINE ATLANTIC COUNTY NEW JERSEYBLOCK 1 (FORMERLY 8428) LOT 1PROPERTY SURVEY

10/10/01

PHONE: 609-344-8194 FAX: 609-344-1594

















AS SHOWNSCALE:DATE:

267628314


JJBBY:PROJ. NO.:

SHEET ______ OF ______23853

2 9


GE43483

C-2

VARG

O SU

RVEY

(1-1

8-00

)

UTILITY NOTES:

INFORMATION.

1. UTILITIES SHOWN WERE PLOTTED FROM SOURCE DATA OBTAINED FROM THE RESPECTIVE UTILITY COMPANIES. THIS INFORMATION IS NOT CONSIDERED TO BE PRECISE, AND IT IS ONLY TO BE USED FOR REFERENCE AND PLANNING PURPOSES ONLY. THERE IS ABSOLUTELY NO CERTIFICATION IMPLIED OR GIVEN AS TO THE ACCURACY OF THIS INFORMATION, AND UNDER NO CIRCUMSTANCE ARE THESE ILLUSTRATIONS TO BE USED FOR ANY OTHER PURPOSES WHATSOEVER. SHOULD EXACT LOCATIONS OF UNDERGROUND UTILITIES AND OTHER CONDITIONS BE NECESSARY, THE OWNER AND/OR HIS REPRESENTATIVES SHALL CONTACT THE SURVEYOR/ENGINEER, AND TEST PITS SHALL BE OPENED BY A CONTRACTOR AT THE EXACT LOCATIONS REQUIRED IN ORDER TO OBTAIN THE NEEDED

2. IN ORDER TO DETERMINE THE REQUIRED UTILITY LOCATIONS, AND PRIOR TO COMMENCING WITH ANY SITE DISTURBANCES WHATSOEVER, THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO ACCURATELY FIELD LOCATE AND MARK OUT ALL EXISTING MAINS, LATERALS AND APPURTENANCES IN THE AREA TO BE DISTURBED. ABSOLUTELY NO DEMOLITION OR

CONTRACTOR HAVING RECEIVED ALL OF THE INFORMATION AVAILABLE CONCERNING THE LOCATION OF UNDERGROUND UTILITY SYSTEMS AND OTHER IMPROVEMENTS.

EXCAVATIONS OF ANY KIND MAY COMMENCE WITHOUT THE

LIST OF UTILITIES

PLEASANTVILLE, NJ 08232901 W. LEEDS AVENUECOMCAST CABLE COMPANY

FOLSOM, NJ 080371 SOUTH JERSEY PLAZAD.J. LODOVICO, VP CONSTRUCTIONSOUTH JERSEY GAS COMPANY

ABSECON, NJ 0820110 W. JIM LEEDS RD.VERIZON

ATLANTIC CITY, NJ 084011701 ABSECON BLVD.ATLANTIC COUNTY UTILITIES AUTHORITY

MAYS LANDING, NJ 083305100 HARDING HIGHWAYMANAGER OF R/E & R/WJOSEPH B. RIDINGATLANTIC CITY ELECTRIC

7. THE ILLUSTRATION OF RIPARIAN CLAIMS OR RIGHTS, OR UNREGULATED OR REGULATED

8. THIS SURVEY HAS BEEN PREPARED ONLY FOR THE USE OF THE NAMED PARTIES.

9. THE DETECTION, LOCATION OR IDENTIFICATION OF HAZARDOUS SUBSTANCES IS NOT

6. SURVEYOR'S SIGNATURE AND SEAL SIGNIFY THAT THIS SURVEY WAS PERFORMED UNDER MY

WETLANDS IMPACTING SUBJECT PROPERTY, IF ANY, ARE NOT INCLUDED AS A PART OFSURVEYOR'S CONTRACT WITH CLIENT. SURVEYOR RESERVES THE RIGHT TO MODIFY THISSURVEY SHOULD CLIENT REQUEST THESE ADDITIONAL SERVICES.

SURVEYOR SHALL NOT HAVE ANY LIABILITY OR RESPONSIBILITY FOR USE WITH SURVEYAFFIDAVIT, OR FOR USE BY ANY OTHER PERSONOR ENTITY NOT SPECIFICALLY NAMED, FOR

INCLUDED AS PART OF SURVEYOR'S CONTRACT WITH CLIENT.

DIRECT SUPERVISION. ONLY SIGNED SEALED COPIES SHALL BE CONSIDERED AS TRUE COPIES.

ANY REASONS OTHER THAN AS ORIGINALLY INTENDED.

GENERAL NOTES:

5. THIS PROPERTY IS SUBJECT TO DOCUMENTS OF RECORD, EITHER RECORDED OR UNRECORDED.

4. OFFSETS SHOWN ARE GIVEN FOR CHECKING COMPLIANCE WITH DEED RESTRICTIONS AND

1. SUBJECT PROPERTY LIES IN FIA FIRM ZONE V-10 AS SHOWN ON THE FEMA FLOOD INSURANCE

2. SUBJECT PROPERTY CONTAINS A CALCULATED AREA OF (SEE SURVEY NOTES)3. PERMANENT MARKERS TO BE SET AT TIME OF CONSTRUCTION.

ZONING REGULATIONS ONLY. OFFSETS SHALLNOT BE USED FOR ANY OTHER PURPOSES.SURVEYOR SHALL NOT HAVE ANY LIABILITY OR RESPONSIBILITY IF THE OFFSETS SHOWN ARE

UNDERGROUND IMPROVEMENTS, EASEMENTS, PROPERTY LINE AGREEMENTS OR OTHERCONDITIONS UNKNOWN TO THE SURVEYOR ARE NOT SHOWN. SURVEYOR RESERVES THE RIGHTTO MODIFY THIS SURVEY SHOULD ANY SUCH INFORMATION BECOME AVAILABLE.

RATE MAP FOR THIS COMMUNITY.

USED OTHER THAN AS INTENDED.

0


50 50 100 150

SURVEY NOTES

1. This map is based on a field survey prepared by Michael R. Vargo, PLS of Vargo Associates dated 1/18/00

2. Reference is made to the following:A.) Deed Book 3501, Page 320.B.) N.J.D.O.T. General Property Parcel Map Route

87 (1953) Section One, Sheet 6 of 7, dated June, 1968.

C.) N.J.D.E.P. Tidelands Map – "Areas Now or Formerly Below Mean High Water", No. 196-2070.

D.) Map entitled "Plan of Ocean View, Atlantic County, New Jersey", by Fowler and Lummis, C.E., filed August 7, 1882 as Map #302.

3. This survey is made subject to the findings of an accurate Title Report.

4. Total Area of Tract: Area per Deed = 48.04+/- Acres Area Per Tax Map = 29.2+/- Acres Area to Mean High Water Line = 26.14 Acres Area Within Grant (DB 5265, P. 219) = 6.84 Acres

5. Existing site is vacant.6. Site is located on Tax Map Key Sheet 1.7. Subject property is located in the (R-1) Residential District.8. Elevations shown hereon are in feet and are referenced to

NGVD 1929.9. The Flood Insurance Rate Map for the City of Atlantic City,

Atlantic County, N.J. indicates the subject property is located in Zone V10 (Elev. 12), Reference Map No. 345278 0003 E dated 2/01/85.

10. Elevations of tidal datums (NGVD, 1929) are as follows: Spring High Water Line (Mean Higher High Water) = 2.94 Feet Mean High Water = 2.56 Feet Mean Tide Level = 0.61 Feet Mean Low Water = 1.34 Feet Mean Lower Low Water = -1.52 Based on Tide Station 4638 A 1977 on Absecon Channel, in Atlantic City, Atlantic County, N.J.

11. This property is subject to the rights, title and interest of the State of New Jersey, in and as much as the property in question is now or formerly flowed by Mean High Water.

12. Underground utilities are not necessarily complete and must be verified prior to construction.

1 12/27/01 REV. PER BOARD REVIEW JJB

SOIL LOGS

NOTE:SOIL TESTING WAS PERFORMED BY HAND AUGERAT LOCATIONS SHOWN. ONLY SB-#1 WAS SUCCESSFULLYPERFORMED. THE APPLICANT WILL HAVE TEST PITS DUGPRIOR TO CONSTRUCTION.

SEASONAL HIGH WATER AT EL 4.0 +/-

2 2/15/03 FINAL SUB. SUBMISSION JJB

NOTE:PHYSICAL SURVEY PERFORMED BY MICHAEL VARGO, PLS#33182ON 1/18/00, LAST REVISED 4/19/00

BLOCK 8426LOT 1

USC & GS SOILS MAP

NATURAL RESOURCE INVENTORY

NOTE:PROPERTY HAS BEEN FILLED SINCETHE DEVELOPMENT OF THE ATTACHEDSOILS MAPS

3 5/15/03 REV. PER PROF. REPORTS JJB4 11/8/08 FINAL APPROVAL SUBMITTAL JJB





4

4

6

6

6

7

7

7

8

8

8

88

9

PROPOSED BUFFER& OPEN SPACE AREA

RUM POINT

COURT

203 LF 8" PVC @ 0.4%165 LF 8" PVC @ 0.4%

107 LF 8" PVC @

0.4%SAN. MH-1RIM 10.45INV. 5.90

SAN. MH-2RIM 10.60INV. 5.10


PROP.HYDRANT

LOT 1.02

LOT 1.03LOT 1.04

LOT 1.05

LOT 1.06

LOT 1.08

LOT 1.09

0+00

0+40

3+00

2+55.17

3+50

4+00

4+50

5+00

5+50

6+00

LOT 1.01

LOT 1.17

CAFRA JURISDICTION LINE

10.43 X

10.60 X

10.60 X

10.60 X

210

LF 2

" PVC

FO

RCE

MAI

N

1090 LF 2" PVC FORCE MAIN

8" D

.I. W

ATER M

AIN

TYPE "B" INLET-2GRATE 9.73INV. 7.32




LOT 1.07

(50')


140 LF 18" DIP @ 0.35%

24 L

F 12

" DIP

24 LF 18" DIP

R30'

10'


WATER LAT.

SEWER

LAT.

WA

TER

LAT.

SE

WE

R LAT.

WATER

LAT.SEW

ER LAT.

WAT

ER L

AT.

SEW

ER L

AT.

WAT

ER L

AT.

SEW

ER L

AT.

WAT

ER L

AT.

SEW

ER L

AT.

WAT

ER L

AT.

SEW

ER L

AT.

WATER LAT.

SEWER LAT.

WATER LAT.

SEWER LAT.

@ 1

%

BULKHEAD TO BECONSTRUCTED WHERE SHOWN

PROP. WATERVALVE

LAND TO BE OWNED ANDMAINTAINED BY HOMEOWNERSASSOCIATION

LAND TO BE OWNED &MAINTAINED BY HOMEOWNERS

ASSOCIATION

12" D.I. WATER SERVICE

PROP.HYDRANT

54 LF 18" DIP @ 0.35%

PROP.HYDRANT

CLCL

TIE INTO EXISTING MANHOLEIN GRASS SHOULDER AT INVERT EL. 6.30

8" D.I. WATER MAIN

MANHOLERIM 10.10INV. 7.14

END NEWCURB

10'

6+50

10.10 X

X 10.10

X 10.40

X 10.65

10.30 X

X 10.10

X 10.10

X 10.10

10.10 X

X 9.939.93 X

HIGHPOINT

SLOPE 0.5%

SLO

PE

0.5

%

8.60 XX 9.08

X 9.20X 9.40

UTIL POLE TOBE RELOCATED

17.3

5'

PROP.HYDRANT

SB-#1

SB-#2

SB-#3

SB-#4

8.40 X 8.20 X

8.13 XX 8.84

CAFRA

JURIS

DICTI

ON LIN

E

11.15 X

10.90 X

X 10.8011.00 X

X 10.60

10.60 XX10.23

10.23 X

X 10.60

X 10.60

X 11.00

11.00 X

X 10.60

10.60 X

X10.10

X 9.95

9.95 X

10.45 X

X 10.45

10.45 X

9.01 XX 9.20

X 9.10 9.58 X

9.70 X X 9.51

X 10.21

THRUSTBLOCK

THRUSTBLOCK

THRUSTBLOCK

STREETNAME SIGN

15 FT WIDE EMERGENCYACCESS DRIVEWAY

DEPRESSED CURBW/ REMOVABLE BOLLARDS

(GRASS PAVER BLOCKS)

0+40

SAN. M/HRIM 10.50INV. 3.29

55 LF 8" PVC @ 0.4%

UTILIZE EXISTING 6" SANITRYLINE AS SLEEVE FOR NEW 2"FORCE MAIN

THRUSTBLOCK MAINTENANCE

PARKING AREA

1+71

2+22.56

R50'R50'

5

PROPOSEDSTORM WATERBASIN (SAND BOTTOM)

FES-1INV 6.00

(SEE DETAIL)OVERFLOW STRUCTURE

1%

0.5%

6.5

7.0

8.0

9.0

INV. 5.50F.E.S.

15'

15'

5.5

LOW FLOWCHANNEL

PROPOSEDPOST & RAIL FENCE


"NO OULET"SIGN

IN-LINEVALVE

RIP-RAP

75 L

F 24

" RC

P

IN-LINE CHECK VALVEIN CONCRETE VAULT(BY TIDEFLEX OR EQUAL)

PROPOSED EMERGENCYSPILLWAY EL 8.50(EARTH WIER CONSTRUCTION)15 FT WIDTHTOP OF BULKHEAD EL 8.5 INTHIS LOCATION

150'


LOT 1.11LOT 1.12

LOT 1.13

LOT 1.14

LOT 1.15

LOT 1.16



(7,056 SF TO BULKHEAD)


PROPOSED CONSERVATION EASEMENT/RESTRICTED AREA(SHADED)

EXISTING NATURALVEGETATION IN THISAREA TO BE MAINTAINED


PROPOSED BULKHEAD TO BECONSTRUCTED WHERE SHOWN

(10,200 SF +/- TO DELINEATED WETLANDS)





LOT 1.10


(10,200 SF +/- TO DELINEATED WETLANDS)(7,056 SF TO BULKHEAD)


6,000 SF OF DEVELOPMENTAREA OUTSIDE OF

CONSERVATION EASEMENT










101.8

' TO B

ULKHEA

D

101.

8' TO

BUL

KHEA

D

101.

8' T

O B

ULK

HEA

D

102.

0' T

O B

ULK

HEA

D

102.

0' T

O B

ULK

HE

AD

102.

0' T

O B

ULK

HEA

D

102.

0' TO

BUL

KHEA

D

159.

0' TO

BUL

KHEA

D

BASIN TO BE OWNED &MAINTAINED BY HOMEOWNERSASSOCIATION

PUMP STATION TO BE OWNED & MAINTAINED BY CITY OF BRIGANTINEHOMEOWNERS ASSOC TO MAINTAIN PROPERTYSURROUNDING PUMP STATION

10.0'

5.0'

10.0'

5.0'

10.0'

5.0'

10.0'

10.0'

10.0'

5.0'

10.0'

10.0'

5.0'

14.0'

14.0'

14.0'

27.5'

20.0'

20.0'

20.0'

20.0'

20.0'

5.0'

10.0'

20.0'

20.0'

20.0'

5.0'

10.0'

20.0'

5.0' 10.0'

5.0'

20.0'

20.0'

5.0'

10.0'

10.0'

20.0'

20.0'

5.0'

10.0'

20.0'

20.0'

20.0'

20.0'

20.0'

5.0'

10.0'

10.0'

5.0'

20.0'

20.0'

20.0'

MIN DEPTH 3.0 FT

UNSUITABLE MATERIAL IN THE BASINBOTTOM SHALL BE REMOVED ANDREPLACED WITH K4 MATERIAL. EXTENT OT REMOVAL TO BEVERIFIED BY SOIL BORING ANALYSIS PRIOR TO CONSTRUCTION

6.0

20.0'

20.0'

20.0'20.0'

20'

20.0'

20.0'

12 FTDEP CURB

BASIN ACCESS5:1 SLOPE

GATEAPRONCONC

5.0

FES-2INV 6.50

@ .25

50 L

F 18

" DIP

@ 0

.25%

44 LF 18" DIP @ 0.35%

END NEWCURB

20'

EXISTING 'B' INLET TO BE REPLACED WITHMANHOLE & NEW 'B' INLET ADDED AT CURB LINE

PROPOSED UTILITY POLE LOCATIONW/ PROPOSED COBRA HEAD LIGHT

AASHTO SIGHT TRIANGLE - 50mph

12.0 X

12.0 X

12.0

12.0

12.0 X

12.0 X

X 12.0

X 12.0 X 12.0

X 12.0

X 12.0

X 12.0

X 12.0

X 12.0

X 12.0 X 12.0

X 12.0

X 12.0

X 12.0

X 12.0

12.0 X

12.0 X

12.0 X

12.0 X 12.0 X

12.0 X

FF.EL.14.0

FF.EL.14.0

FF.EL.14.0

FF.EL.14.0

12.0 X

X 12.0

25' 25'

20'

2.00

4.00

6.00

8.00

STA

. 0+0

0

STA

. 0+5

0

STA

. 1+0

0

STA

. 1+5

0

STA

. 2+0

0

STA

. 2+5

0

STA

. 3+0

0

STA

. 3+5

0

STA

. 4+0

0

STA

. 4+5

0

STA

. 5+0

0

STA

. 5+5

0

STA

. 6+0

0

10.00

12.00

STA

. 6+5

0

150.00' 200.00' 200.00' 50.00'

STA

0+0

0

STA

0+5

0

STA

2+5

0

STA

4+5

0

STA

6+0

0

PV

T/PV

C

PVT

PV

T/PV

C

PV

T/PV

C

PV

T/PV

C

STA

5+2

5P

VI

STA

3+5

0P

VI

STA

1+5

0P

VI

EL.

9.6

0EL.

10.

60

EL

11.1

0

EL.

10.2

3

EL.

9.1

0

EL.

9.6

0

EL.

10.

60

EL.

10.

60


SAN. MH-2RIM 10.60INV. 5.10 SAN. MH-3

RIM 11.00INV. 4.44

PROPOSED CROADWAY

L

EXISTING CROADWAY

L

NEW 8" PVC @ .004

NEW 8" PVC @ .004

TYPE "B" INLETGRATE 9.73INV. 7.32



SLOPE 0.5%SLOPE 0.5% SLOPE 0.5%

SLOPE 0.5%

STA

. 7+0

0

STA

6+7

5

STA

4+7

5

STA

3+0

7

NEW 18" RCP @ .0035

SAG VERTICAL CURVE SAG VERTICAL CURVECREST VERTICAL CURVE

ST. MANHOLERIM 10.10INV. 7.14


SLOPE 2.0%

PROPOSED WATER SERVICE

PROPOSED WATER SERVICE

CLASS "C"CONCRETETHRUST BLOCK

EL 8.50

EL 5.50 (BASIN BOTTOM)

EL 7.00

18" CLASS V RCP @ 0.5%TYPE A INLET

GRATE (OUTFLOW PIPE)

90° V-NOTCH WEIR

BASIN OVERFLOW DETAIL


40 0 40 80 120

CITY OF BRIGANTINE ATLANTIC COUNTY NEW JERSEYBLOCK 1 (FORMERLY 8428) LOT 1PRELIMINARY PLAT

10/10/01

PHONE: 609-344-8194 FAX: 609-344-1594

















1" = 40'SCALE:DATE:

267628314


JJBBY:PROJ. NO.:

SHEET ______ OF ______23853

3 9


GE43483

C-3

D. ALL REQUIRED UTILITY UPGRADES SHALL BE CO0RDINATED WITH THE CITYC. ALL NEW UTILITY SERVICE CONNECTIONS TO PROPOSED LOTS SHALL BE UNDERGROUND.

B. IRRIGATION SYSTEMS TO BE INSTALLED IN CONFORMANCE WITH ALL

10. MISCELLANEOUSA. ALL PROPERTIES SHALL MEET OFF-STREET PARKING REQUIREMENTS

2. PROPERTY INFORMATION: THE PROPERTY IS KNOWN AS LOT 1 IN BLOCK 8428 AS SHOWN ON THE TAX MAP FOR THE CITY OF BRIGANTINE.

3. PROPERTY SIZE: SEE SURVEY

4. FLOOD ZONE: THE PROPERTY IS LOCATED IN THE FIA FIRM ZONE XX AS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP FOR THIS COMMUNITY.

5. ZONING DISTRICT: THE SITE IS LOCATED IN THE R-1 RESIDENTIAL ZONING DISTRICT AS SHOWN ON THE ZONING MAP FOR THE CITY OF BRIGANTINE

6. THERE ARE NO EXISTING OR PROPOSED PROTECTIVE COVENANTS OR DEED RESTRICTIONS APPLYING TO THE LAND BEING SUBDIVIDED.

1. APPLICANT/OWNER:

GENERAL NOTES

7. A PROPERTY SURVEY WAS PERFORMED ON SUBJECT PROPERTY BYVARGO ASSOCIATES. NO SURVEY INFORMATION SUPPLIED BY THIS OFFICE

EXISTING SITE USAGE: THE LOT IS CURRENTLY VACANT

THE SUBDIVISION PROJECT SHALL BE DESIGNED IN COMPLIANCE WITH THE

STANDARDS OF THE STATE, COUNTY, AND LOCAL AGENCIES.

INTENT OF THE APPLICANT: THE APPLICANT PROPOSES TO SUBDIVIDE THE EXISTINGLOT AS SHOWN ON THE PLAN.

8. THE GENERAL CONTRACTOR IS DESIGNATED AS "RESPONSIBLE PERSON INCHARGE OF CONSTRUCTION". THE SITE SUPERVISOR IS RESPONSIBLE FOR CONSTRUCTION SITE SAFETY PURSUANT TO NJAC 5:23-2:21 (c) AND (d) OF THE

TO BE DETERMINED AT TIME OF INDIVIDUAL BUILDING PERMIT APPLICATION.9. LOCATION OF SANITARY SEWER AND WATER SERVICE LATERALS TO EACH LOT

SUBDIVISION AND ZONING ORDINANCES OF THE CITY AND OTHER APPLICABLE

NJ UNIFORM CONSTRUCTION CODE.

RIGHT-OF-WAY SHALL REQUIRE MUNICIPAL APPROVAL.ANY PORTION OF IRRIGATION SYSTEM TO BE INSTALLED WITHIN THE MUNICIPALCITY REGULATIONS BY EACH INDIVIDUAL PROPERTY OWNER.

AND THE RESPECTIVE UTILITY COMPANIES.

AS PER CITY ORDINANCE.

ZONING SCHEDULE (R-1 DISTRICT)

ITEM

LOT AREALOT WIDTH

SETBACKS FRONT YARD SIDE YARD REAR YARDIMP. COVERAGEBLDG. COVERAGE

6000 SF

35%60%20 FT10 FT / 5 FT20 FT

60 FT

REQUIRED

>6000 SF>60 FT

PROPOSED

C

CCCC

C

C

LOT DEPTH 100 FT > 100 FT C

STATUS

10 FT / 5 FT

35%60%20 FT

20 FT

(ALL LOTS)

PROPOSED ROADWAY / UTILITY PROFILEHORIZONTAL SCALE: 1" = 30'

VE

RTI

CA

L S

CA

LE:

1" =

2.5

'

LAKEWOOD, NJ 087011915 SWARTHMORE AVE.B & J REALTY, LLC

PARKING SCHEDULE - SINGLE FAMILY DETACHED

# BEDROOMS

12345

1.52.02.53.0

OFF-STREET SPACES REQ.1.5

(NJAC 5:21-4.14 - TABLE 4.4)


LEGEND:

X X.XX EXISTING SPOT ELEVATIONX X.XX PROPOSED SPOT ELEVATION

WATER DEMAND CALCULATIONS (RSIS TABLE 5.1 & 5.2)(BASED ON 5 BEDROOM HOMES)

5 BEDROOM = 475 GPD PER HOMETOTAL CONSUMPTION = 7600 GPD

PEAK HOUR RATE = 3.0 GPM PER HOUSE = 48 GPM TOTAL

MIN PIPE SIZE PER RSIS = 8"

NOTE:BOTH WEIR AND ORIFICE SHALL BE EQUIPPEDWITH A TRASH GRATE.


NOTE:PROPERTY TO BE DISTURBED UP TO PROPOSEDBULKHEAD. NO DISTURBANCE TO TAKE PLACEBEYOND PROPOSED BULKHEAD

3 3/26/03 REV. FINAL SUBMISSION JJB

NOTE:APPLICANT AGREES TO SUPPLY INDIVIDUAL LOT GRADINGPLANS WITH ALL BUILDING PERMIT APPLICATIONS FOR THESEPROPERTIES

3'

BOLLARD DETAIL

ROAD SURFACE

4" DIAMETERDECORATIVE BOLLARDREMOVABLE

GRASS PAVER BLOCKS BY E.P. HENRY(TO BE USED IN EMERGENCY ACCESS AREA)

VARG

O SU

RVEY

(1-1

8-00

)

END BELGIAN BLOCKBEGIN CONCRETE CURB

BEGIN CONCRETE CURBEND BELGIAN BLOCK

BELGIANBLOCK CURB

BELGIANBLOCK CURB

CONCRETEBLOCK CURB

CONCRETEBLOCK CURB

NOTE:SEWER DEPTH SHALL BE MINIMUM DEPTHOF 3 FT IN ALL LOCATIONS

PROPOSED BULKHEAD

TOP EL.9.0 MIN.

THRUST BLOCK DETAIL

THRUST BLOCKS TO BEUTILIZED AT ALL WATER SERVICEMAIN DIRECTIONAL CHANGES

7/8/03 REV. PER PROF. REPORTS JJB

4/5/06 ADD 2006 MHWL JJB4 11/8/08 FINAL APPROVAL SUBMITTAL JJB



5 3/25/09 REV. FINAL APPROVAL SUBMITTAL JJB

"B"PILELC

PILE

LC

HOLES @ 2' - 6" C.C.1/4" Ø WEEP

10 FT VINYL SHEET

8 X 8 BLOCK

4' +/-EX GRADE

6 X 8

6 X 8

FABRIC

CAP

6 X 8

PLANK

2 X 6

RODANCHOR

PLANK3 X 10 DRAG

FINISHED LOT GRADE 10.0 +/-

15 FT TIMBERPILE

E. ALL PROPOSED STRUCTURES MUST COMPLY WITH V-Z0NE CONSTRUCTION REQUIREMENTS.


NOTE:1. CONTRACTOR SHALL BE RESPONSIBLE TO

REMOVE/CONSTRUCT ANY PROPOSED HANDICAP RAMPSWITHIN THE COUNTY RIGHT OF WAY THAT DO NOT MEETCURRENT ADA SPECIFICATIONS WHICH INCLUDE BUT IS NOTLIMITED TO PROPER TRANSITION APPROACHES, SLOPES,WIDTHS AND EQUIPMENT.

2. AN AS-BUILT PLAN OF IMPROVEMENTS WITHIN THE COUNTYRIGHT OF WAY WILL BE REQUIRED ALONG WITH A REPORT FROMA PROFESSIONAL ENGINEER THAT THE IMPROVEMENTS HAVEBEEN BUILT IN SUBSTANTIAL COMPLIANCE WITH THE APPROVEDPLANS.

3. ALL UTILITYRELOCATION'S AND CONSTRUCTION ARE THERESPONSIBILITY OF THE APPLICANT/DEVELOPER AND NOT THECOUNTY


TYPICAL BUILDINGENVELOPE

ENVIROFENCE(TYPICAL)

ENVIROFENCE(TYPICAL)

CONSTRUCTIONENTRANCE

NOTE:ALL INLETS ON AND ADJACENT TO THEPROJECT SITE SHALL BE PROTECTED ASINDICATED IN TH DETAIL BELOW

9.80 X

9.60 X

9.60 X

9.60 X






140 LF 18" DIP @ 0.35%

24 L

F 12

" DIP

24 LF 18" DIP

@ 1

%


54 LF 18" DIP @ 0.35%

CLCL


9.10 X

X 9.10

X 9.40

X 9.65

9.30 X

X 9.10

X 9.10

X 9.10

9.10 X

X 9.30 9.30 X

HIGHPOINT

SLOPE 0.5%

SLO

PE

0.5

%

8.60 XX 9.08

X 9.20X 9.40 8.40 X 8.20 X

8.13 X

NOTE:APPLICANT TO SAW CUT & KEY JOINTEXISTING PAVEMENT WITH NEW

50'

PROPOSED R-O-W 45' FROMCENTERLINE NOT APPLICABLETO THIS PROJECT

40'

REMOVE EXISTINGCURB LINE

7.6'

0+00

C X

CL

L

1+00

2+00

1+00

2+00

X 8.84

CAFRA

JURIS

DICTI

ON LIN

E

ON

D T

HIS

LIN

E

10.15 X

9.90 X

X 9.8010.00 X

X 9.60

9.60 XX 9.23

9.23 X

X 9.60

X 9.60

X 10.00

10.00 X

X 9.60

9.60 X

X 9.10

X 8.95

8.95 X

9.45 X

X 9.45

9.45 X

9.20 XX 9.20

X 9.10 9.58 X

9.70 XX 9.70

X 9.60


FES-1INV 6.00


1%

0.5%

6.5

7.0

8.0

9.0

INV. 5.50F.E.S.

15'

15'

5.5

LOW FLOWCHANNEL



RIP-RAP

75 L

F 24

" RC

P




BULKHEAD TO BECONSTRUCTED WHERE SHOWNIMIT AS SHOWN

ANEL #196-2070







NE04

101.8

' TO B

ULKHEA

D

101.

8' TO

BUL

KHEA

D

101.

8' T

O B

ULK

HEA

D

102.

0' T

O B

ULK

HEA

D

102.

0' T

O B

ULK

HE

AD

102.

0' T

O B

ULK

HEA

D

102.

0' TO

BUL

KHEA

D

159.

0' TO

BUL

KHEA

D




6.0

12 FTDEP CURB


GATEAPRONCONC

5.0

FES-2INV 6.50

@ .25

50 L

F 18

" DIP

@ 0

.25%

44 LF 18" DIP @ 0.35%

R1-1 (24"X24")R6-1R (36"X12")

R3-2 (24"X24")R4-7 (18"X24")

R3-2 (24"X24")R6-1R (36"X12")

W2-2 (36"X36")

11.0 X

11.0 X

11.0 X

11.0 X

11.0 X

11.0 X

X 11.0

X 11.0 X 11.0

X 11.0

X 11.0

X 11.0

X 11.0

X 11.0

X 11.0 X 11.0

X 11.0

X 11.0

X 11.0

X 11.0

11.0 X

11.0 X

11.0 X

11.0 X 11.0 X

11.0 X

FF.EL.13.0

FF.EL.13.0

FF.EL.13.0

FF.EL.13.0

FF.EL.13.0

FF.EL.13.0

FF.EL.13.0

FF.EL.13.0

FF.EL.13.0

FF.EL.13.0 FF.EL.

13.0

FF.EL.13.0

FF.EL.13.0

11.0 X

X 11.0FF.EL.13.0

STOCKPILEAREA


40 0 40 80 120

CITY OF BRIGANTINE ATLANTIC COUNTY NEW JERSEYBLOCK 1 (FORMERLY 8428) LOT 1SOIL EROSION & SEDIMENT CONTROL PLAN

10/10/01

PHONE: 609-344-8194 FAX: 609-344-1594

















1" = 40'SCALE:DATE:

267628314


JJBBY:PROJ. NO.:

SHEET ______ OF ______23853

4 9


GE43483

C-4

STABILIZED CONSTRUCTION ENTRANCE DETAIL

PLAN VIEW SECTION

100'

30'

TOP OF STONE @ROUGH FINISH ELEVATION

A.S.T.M.-33WASHED STONE

ROUGH GRADEDSUB-SOIL

8" MIN.

ENVIROFENCE DETAIL

FILTERFABRIC

BACKFILL

POST

SUPPORT FENCE

NATIVESOIL

SOILNATIVE

POST

BACKFILL

SUPPORT FENCE

FABRICFILTER

FLOW

TOE IN METHODS

SECTION A SECTION B

COUPLER

SECTION B

SECTION A POSTS

JOINING SECTIONS

TOP VIEW

INLET FILTER DETAIL

INLET GRATECONCRETE CURB

CRUSHED STONE

INLETGRATE

GRAVEL SUBGRADEGRAVEL SUBGRADE

CONCRETE CURB

PLAN VIEW

SECTION

CRUSHED STONESCOVERING 1/2" x 1/2"WIRE MESH

1/2" x 1/2"WIRE MESH

1 12/27/01 REV. PER BOARD REVIEW JJB2 2/15/03 FINAL SUB. SUBMISSION JJB

VARG

O SU

RVEY

(1-1

8-00

)

3 5/15/03 REV. PER PROF. REPORTS JJB4 11/8/08 FINAL APPROVAL SUBMITTAL JJB




DRAWSTRING


MISCELLANEOUS:

1. A REPORT OF COMPLIANCE MUST BE OBTAINED FROM THE DISTRICT PRIOR TO RECEIVING ACERTIFICATE OF OCCUPANCY FROM THE MUNICIPALITY. A REQUEST FOR A DISTRICTINSPECTION FOR THE RELEASE OF A REPORT OF COMPLIANCE MUST BE MADE 5 WORKINGDAYS IN ADVANCE. THIS APPLIES TO BOTH COMPLETE (FINAL) AND CONDITIONAL(TEMPORARY) CERTIFICATES.

2. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAYMUST BE REMOVED IMMEDIATELY.

3. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THATMAY OCCUR BELOW STORMWATER OUTFALLS OR OFFSITE AS A RESULT OF CONSTRUCTIONOF THE PROJECT.

4. IF DEWATERING ACTIVITIES ARE REQUIRED DURING THE CONSTRUCTION OF THE PROJECT,OR IF STORMWATER FACILITIES NEED TO BE DEWATERED TO FACILITATE COMPLETION,MEASURES MUST BE TAKEN TO REMOVE SUSPENDED SEDIMENTS IN ACCORDANCE WITHSECTION 14 OF THE "STANDARDS FOR SOIL EROSION & SEDIMENT CONTROL IN NEW JERSEY"

5. BASIN BOTTOMS SHALL NOT BE TOPSOILED, AS THE FINE SEDIMENTS IN THE TOPSOIL MAYSEAL THE BASIN BOTTOM.

SOIL EROSION AND SEDIMENT CONTROL NARRATIVE

1. STABLIZED CONSTRUCTION ENTRANCE: The Contractor shall construct a temporary stoneapron at the designated entranceways to the site to limit mud tracking onto area roadways. It shallconsist of ASTM C-33, size #20-3 crushed stone surface 30’ wide x 100’ long x 8” deep.

2. HAY BALE DAM: The Contractor shall construct a Hay Bale Dam around all stockpile areas. TheHay Bale Dam shall be constructed with the following provisions:a. Bales shall be placed in a row with ends tightly abutting the adjacent bales.b. Each bale shall be embedded in the soil a minimum of 4”.a. Bales shall be securely anchored in place by stakes, steel pickets, or rebars driven through the

bales. The first stake in each bale shall be angled toward the previously laid bale.b. Inspection shall be frequent and repair or replacement shall be made promptly as needed.e. The sediment collected along the hay bales shall be periodically gathered and placed on the site.f. Bales shall be removed when they have served their usefulness so as not to block or impeded

storm flow or drainage.3. SILT FENCE: A silt fence shall be constructed at locations shown on the Engineering Plan.

Installation will be as follows:a. Install fence posts 8’ o.c. on a slight angle toward the anticipated runoff source.b. Dig a 6” trench along the uphill side of the fence line.c. Lay out silt fence fabric along post line.d. Wrap fabric around the first post and tie securely with cord.e. Take fabric to the next post and make at 1 ½” silt in the hem directly above the cord.f. Repeat above step until last post is reached, wrap fabric around the post and secure with the

cord.g. Drape the lower 6” of fabric in the trench, curled up-hill.h. Back fill trench.

4. LOW POINT INLET SEDIMENT FILTER: The Contractor shall construct low point inlet sedimentfilters at those locations on the Engineering Plan to prevent the transport of sediment into thestormwater management system and surface water bodies. The Inlet Sediment Filter shall consistof:a. Hardware cloth or comparable wire mesh with ½” openings shall be placed over the curb inlet

opening so that at least 12” of wire extends across the concrete gutter from the inlet opening.b. Stone shall be piled against the wire so as to anchor it against the gutter and inlet cover and to

cover the inlet opening completely. Two to three inches of course aggregate shall be used.c. If the stone filter becomes clogged with sediment so that it no longer adequately performs its

function, the stone must be pulled away from the inlet, cleaned and replaced.

NON-STRUCTURAL MEASURES1. PERMANENT VEGETATION: Immediately following the completion of construction activities at the

site, the Contractor shall stabilize with permanent vegetative cover all exposed and disturbed soils.Permanent vegetative cover shall be accomplished as specified below:a. Topsoiling - The Contarctor shall prepare areas to be stabilized with permanent vegetative cover

by applying topsoil to a uniform depth of 5". Topsoil shall be friable and loamy and of good quality.b. Seedbed Preparation - immediately following topsoiling the Contractor shall apply puverized

dolomitic limestone at the rate of 90 pounds per 1000 square feet and fertilizer (10-20-10) at therate of 14 pounds per 1000 square feet. The lime and fertilizier shall then be worked into the soilto a depth of 4" with a disc springtooth harrow or other suitable equipment.

c. Seeding - Seed shall consist of 31% perennial ryegrass, 23% chewings red fescue, 23% Kentuckybluegrass, applied at the rate of 3 pounds per 1000 square feet.

d. Apply mulch uniformly by hand or mechanically. Mulch anchoring shall be accomplishedimmediately after placement through use of Peg and Twine method (or other approved method).

e. Seeding Dates - 2/15-5/1 or 8/15-10/15. If seed is not planted within these dates, the Contractorshall stabilize with mulch.

2. TEMPORARY VEGETATIVE COVERa. Prior to halting construction for periods longer than 60 days and during the off-season, the

Contractor shall stabilizet with temporary vegetative cover all exposed soils.b. Temporary stabilization shall be accomplished by the following methods and materials:

Material Type Ratelime puverized 90 lbs / 1000 sffertilizer 10-20-10 14 lbs / 1000 sfseed annual ryegrass 3 lbs / 1000 sfmulch straw or salt hay 70 lbs / 1000 sf

(1) Work lime and fertilizer into soil to a depth of 2" with a disc springtooth harrow or othersuitable equipment.

(2) Apply seed at the given rate and firm with a roller or light drag.(3) Apply mulch uniformly by hand or mechanically. Mulch anchoring shall be accomplished

immediately after placement through use of Peg and Twine Method (orh other approvedmethod)

(4) Seed dates: 2/15-5/1 or 8/15-10/15. (May be planted throughout summer if soil moisure isadequate or can be irrigated). If seed is not planted within these dates the Contractor shallstabilize with mulch.

3. STABILIZATION WITH MULCH ONLY: Apply unrotted straw or salt hay at the rate of 70 lbs / 1000sf. It shall be anchored immediately through the use of Peg and Twine method.

4. PEG AND TWINE METHOD: Drive 8-10” wooden pegs to within 2 to 3 inches of the soil surfaceevery 4’ in all directions. Stakes may be driven before or after applying mulch. Secure mulch to soilsurface by stretching twine between pegs in a criss-cross and a square pattern. Secure twinearound each peg with two or more turns.

5. DUST CONTROL: To control dust generation on-site, the Contractor shall wet constructions trafficroutes and staging areas.

6. MAINTENANCE:a. Maintenance shall occur on a regular basis consistent with favorable plant growth, soils and

climatic conditions.b. When it becomes necessary, the Owner will inform the Contractor of unsatisfactory conditions of

erosion and sediment devices, at such time the Contractor shall improve the conditions of saiddevices to meet with the approval of the Owner.

c. Should unforeseen erosive conditions develop during construction, the Contractor shall take stepsto remedy such conditions and to prevent damage to adjacent properties as a result of increasedrunoff and/or sediment displacement.

d. Seeded areas that have been washed away shall be filled and graded as necessary and thenreseeded. This procedure shall be repeated after each storm or until no more signs of erosionare evident.

e. The sediment collected along the temporary diversions shall be periodically gathered and placedback on the site.

f. Control measures shall apply to subsequent owners if title is conveyed.g. Control measures shall apply to dwelling construction on individual lots. (g. shall apply only to

projects where dwellings are being constructed)

7. GENERAL:a. Existing vegetative cover beyond the limits of construction shall be retained until final stabilization

is complete.b. The Contractor shall schedule and conduct his operations to minimize erosion of soils and to

prevent silting and muddying of streams, rivers, irrigation systems and impoundments (lakes,reservoirs, etc.). Construction of drainage facilities and performance of their contract work whichwill contribute to the control of erosion and sedimentation shall be carried out in conjunction withearthwork operations or as soon thereafter as practicable.

c. When borrow material is obtained from other than commercially operated sources, erosion of theborrow site shall be so controlled both during and after completion of the work that erosion will beminimized and sediment will not enter streams or other bodies of water. Waste or disposal areasand construction roads shall be located and constructed in a manner that will keep sediment fromentering streams.

d. When work areas are located in or adjacent to live streams, such areas shall be separated fromthe main stream by a dike or other barrier to keep sediment from entering a flowing stream.

e. Water from aggregate washing or other operation containing sediment shall be treated byfiltration, a settling basin or other means sufficient to reduce the sediment content to not morethan that of the stream into which it is discharged.

f. Pollutants such as fuels, lubricants, bitumens, raw sewerage and other harmful materials shall notbe discharged into or near rivers, streams and impoundments or into natural or manmadechannels leading thereto. Wash water or waste from concrete mixing operations shall not beallowed to enter live streams.

CONSTRUCTION SCHEDULE1. Construct temporary soil erosion and sediment control measures2. Clearing and grubbing3. Rough grade4. Construct stormwater basin5. Install underground utilities6. Construction of dwelling units (if applicable)7. Final grading8. Construct roadway9. Collect silt and sediment and place back on site10.Establish permanent cover11.Landscape treatment

7 11/5/12 REV. PER SESC REVIEW-10/31 TAD

10'

10'

TOP OF STONE @ROUGH FINISH ELEVATION

ROUGH GRADEDSUB-SOIL

PLAN VIEW SECTION

#3 STONE

INDIVIDUAL LOT INGRESS/EGRESS DETAILREQUIRED ON EACH BUILDING LOT

TOPSOIL STOCKPILE DETAILEX GRADE

1. FIELD EXPLROATION SHOULD BE MADE TO DETERMINE WHETHER QUANTITYAND OR QUALITY OF SURFACE SOIL JUSTIFIES STRIPPING

2. STRIPPING SHOULD BE CONFINED TO IMMEDIATE CONSTRUCTION AREA.3. WHERE FEASIBLE, LIME MAY BE APPLIED BEFORE STRIPING AT A RATE DETERMINED

BY SOIL TESTS TO BRING SOIL pH TO APPRX. 6.5. 4. A 4-6 INCH STRIPPING DEPTH IS COMMON, BUT MAY VARY DEPENDING ON SOIL.5. STOCKPILES OF TOPSOIL SHOULD BE SITUATED SO AS NOT TO OBSTRUCT

NATURAL DRAINAGE OR CAUSE OFF-SITE ENVIRONMENTAL DAMAGE.6. STOCKPILES SHOULD BE VEGETATED IN ACCORDANCE WITH STANDARDS DESCRIBED

IN NOTES FOR TEMPORARY OR PERMANENT VEGETATED COVERAGE7. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES

STABILIZE AS PER REQUIREMENTSFOR TEMPORARY OR PERMANENTVEGETATED COVER

TOP OF BERM

4 141


RUM POINT

COURT

LOT 1.02

LOT 1.03LOT 1.04

LOT 1.05

LOT 1.06

LOT 1.08

LOT 1.09

0+00

0+40

3+00

2+55.17

3+50

4+00

4+50

5+00

5+50

6+00

LOT 1.01

LOT 1.17

LOT 1.07

(50')


CLCL

6+50

CAFRA

JURIS

DICTI

ON LIN

E

0+40

1+71

2+22.56

R50'R50'

150'



LOT 1.11LOT 1.12

LOT 1.13

LOT 1.14

LOT 1.15

LOT 1.16














LOT 1.10















101.8

' TO B

ULKHEA

D

101.

8' TO

BUL

KHEA

D

101.

8' T

O B

ULK

HEA

D

102.

0' T

O B

ULK

HEA

D

102.

0' T

O B

ULK

HE

AD

102.

0' T

O B

ULK

HEA

D

102.

0' TO

BUL

KHEA

D

159.

0' TO

BUL

KHEA

D

10.0'

5.0'

10.0'

5.0'

10.0'

5.0'

10.0'

10.0'

10.0'

5.0'

10.0'

10.0'

5.0'

14.0'

14.0'

14.0'

27.5'

20.0'

20.0'

20.0'

20.0'

20.0'

5.0'

10.0'

20.0'

20.0'

20.0'

5.0'

10.0'

20.0'

5.0' 10.0'

5.0'

20.0'

20.0'

5.0'

10.0'

10.0'

20.0'

20.0'

5.0'

10.0'

20.0'

20.0'

20.0'

20.0'

20.0'

5.0'

10.0'

10.0'

5.0'

20.0'

20.0'

20.0'

20.0'

20.0'

20.0'20.0'

20'

20.0'

20.0'

20'

25' 25'

20'

20.0'

20.0'

20:1

TRANSITION

R1-1 (30"X30")R6-1R (36"X12") - DOUBLE POSTED

R3-2 (24"X24")R4-7 (18"X24")

24" THERMOPLASTIC STOP BAR

2% 2%CURB TRANSITION

CURB TRANSITION

CONCRETE

4.0'

DETECTABLEWARNING SURFACEWITH SAFETY REDCOLOR COATING

DETECTABLE WARNING SURFACEWITH SAFETY RED COLOR COATING

CONCRETEVERTICAL CURB EDGE OF ROADWAY

4.0'


DETECTABLEWARNING SURFACE

WITH SAFETY REDCOLOR COATING

16.0'

6" WIDE WHITE CROSSWALKSTRIPE (TYPICAL)

25:1TRANSITION

CURB TRANSITION

15:1

20:1

8.60 X

X 9.08

X 8.84

9.01 XX 9.20

X 9.10

9.58

X

9.70 XX 9.51

X 10.21

9.80 X

9.30 X

0.02968'

X 9.17

0.05904'

X 9.15

9.28 X

X 9.11

9.61 X

X 9.71

8.91 X

X 9.61

X 9.04

8.81 X

8.71 XX 9.21

X 8.94

X 9.31

2%2%

EXISTING 'B' INLET TOBE REPLACED WITH

STORM MANHOLE

3.0'

42.7'

4.0'1.0'

TRENCH RESTORATON FORSTORMWATER UTILITY RELOCATION

SAWCUT 1' FROM EDGE OF EXISTINGPAVEMENT FOR CURB REPLACEMENT &

PROPOSED ROADWAY


40 0 40 80 120

CITY OF BRIGANTINE ATLANTIC COUNTY NEW JERSEYBLOCK 1 (FORMERLY 8428) LOT 1FINAL PLAT (1 OF 2)

10/10/01

PHONE: 609-344-8194 FAX: 609-344-1594

















1" = 40'SCALE:DATE:

267628314


JJBBY:PROJ. NO.:

SHEET ______ OF ______23853

5 9


GE43483

C-5.1

I CERTIFY THAT A BOND HAS BEEN GIVEN TO THE

CITY CLERK DATE

SHOWN HEREON HAVE BEEN APPOROVED AS TO LOCATION,I ALSO CERTIFY THAT THE PUBLIC STREETS OR OTHER WAYS

MUNICIPALITY GUARANTEEING THE FUTURE SETTING OFTHE MONUMENTS SHOWN ON THIS MAP AND SO DESIGNATED

WIDTH AND NAMES BY THE PROPER AUTHORITY

DATEBOARD CHAIRPERSON

BOARD SECRETARY

CERTIFICATION OF PAID TAXES

TAX COLLECTOR

TAX ASSESSOR DATE

DATE

DATE

APPROVALS:


NJ LICENSE NO. 28314

THE MONUMENTS AS DESIGNATED AND SHOWN HEREON HAVE BEEN SET.

4. I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAPAND LAND SURVEY DATED 1/18/00, MEETS MINIMUM DETAIL REQUIREMENTS, WITH OUTBOUND

WITH THE PROVISIONS OF THE 'MAP FILING LAW' AND THAT THE OUTBOUND

CORNERS MARKED, AS PROMULGATED BY THE STATE BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND HAS BEEN MADE UNDER MY SUPERVISION, AND COMPLIES

MONUMENTS AS SHOWN HAVE BEEN FOUND OR SET. I DO FURTHER CERTIFY THAT

PROFESSIONAL LAND SURVEYOR

LAKEWOOD, NJ 08701

2. PROJECT TEAM:

PLANNER/ENGINEER: ARTHUR W. PONZIO CO. & ASSOCIATES, INC.

3. PROPERTY INFORMATION:BLOCK 8428 LOT 1

GENERAL NOTES

1. APPLICANT/ LAND OWNER:B & J REALTY, LLC

CITY OF BRIGANTINE ATLANTIC COUNTY NEW JERSEYZONING = R-1

OWNED BY TITLE OF RECORD AND THAT CONSENT TO THE APPROVAL OF

APPLICABLE THERTO.RESOLUTION OF APPROVAL AND THE MUNICIPAL ORDINANCES AND REQUIREMENTS AND BELIEF FIND IT CONFORMS WITH THE PROVISIONS OF THE 'MAP FILING LAW'

6. I HAVE CAREFULLY EXAMINED THIS MAP AND TO THE BEST OF MY KNOWLEDGE

THIS MAP IS HEREBY GIVEN.

5. IT IS HEREBY CERTIFIED THAT THE LANDS SUBDIVIDED BY THIS MAP ARE

BY: __________________________________

CITY ENGINEER

1915 SWARTHMORE AVE.

OWNER

DATE

USC & GS QUAD MAP

TAX

MAP


PROPOSED90' X 300'

SIGHT TRIANGLE


MON. TOBE SET (TYP)

MON. TOBE SET (TYP)


"THE COURT AT RUM POINT"

VARG

O SU

RVEY

(1-1

8-00

)

N 5000E 10000(ASSUMED)

N 5202.4142E 10005.1903

N 5208.4863E 10001.7075

E 9000.2995N 4419.3706

A

A

MATCHLINE ASEE SHEET C-5.2





BASIN LOT

OPEN SPACE LOT

OPEN SPACE / WETLANDS LOT

5 3/25/09 REV. FINAL APPROVAL SUBMITTAL JJBTreesEastern red cedar - Juniperus virginianaBlack gum - Nyssa sylvaticaPitch pine - Pinus rigidaBlack cherry - Prunus serotina

ShrubsGroundsel-tree - Baccharis halimifoliaBayberry - Myrica pensylvanicaWaxmyrtle - Myrica ceriferaInkberry - Ilex glabraAmerican holly - Ilex opaca -Sweet pepperbush - Clethra alnifoliaArrowwood - Viburnum dentatumElderberry - Sambucus canadensisWinged sumac - Rhus copallinumStaghorn sumac - Rhus typhinaRed chokeberry - Aronia arbutifolia

SCHEDULE OF PLANT SPECIES TO BE UTILIZEDFOR MAINTAINING AND SUPPLEMENTING EXISTINGVEGETATED AREA BEING PRESERVED AS INDICATED ABOVE

CONDITIONS OF CONSERVATION EASEMENT AREA


PROPOSED LOT 1.08 BLOCK 8428 ISTO BE DEED RESTRICTE4D TO

PROHIBIT ACCESS ONTO BRIGANTINEBOULEVARD, COUNTY ROUTE 638






LOT 1.17




60 0 60 120 180

CITY OF BRIGANTINE ATLANTIC COUNTY NEW JERSEYBLOCK 1 (FORMERLY 8428) LOT 1FINAL PLAT (2 OF 2)

10/10/01

PHONE: 609-344-8194 FAX: 609-344-1594

















1" = 60'SCALE:DATE:

267628314


JJBBY:PROJ. NO.:

SHEET ______ OF ______23853

6 9


GE43483

C-5.2

I CERTIFY THAT A BOND HAS BEEN GIVEN TO THE

CITY CLERK DATE

SHOWN HEREON HAVE BEEN APPOROVED AS TO LOCATION,I ALSO CERTIFY THAT THE PUBLIC STREETS OR OTHER WAYS

MUNICIPALITY GUARANTEEING THE FUTURE SETTING OFTHE MONUMENTS SHOWN ON THIS MAP AND SO DESIGNATED

WIDTH AND NAMES BY THE PROPER AUTHORITY


NJ LICENSE NO. 28314

THE MONUMENTS AS DESIGNATED AND SHOWN HEREON HAVE BEEN SET.

4. I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAPAND LAND SURVEY DATED 1/18/00, MEETS MINIMUM DETAIL REQUIREMENTS, WITH OUTBOUND

WITH THE PROVISIONS OF THE 'MAP FILING LAW' AND THAT THE OUTBOUND

CORNERS MARKED, AS PROMULGATED BY THE STATE BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND HAS BEEN MADE UNDER MY SUPERVISION, AND COMPLIES

MONUMENTS AS SHOWN HAVE BEEN FOUND OR SET. I DO FURTHER CERTIFY THAT

PROFESSIONAL LAND SURVEYOR

LAKEWOOD, NJ 08701

2. PROJECT TEAM:

PLANNER/ENGINEER: ARTHUR W. PONZIO CO. & ASSOCIATES, INC.

3. PROPERTY INFORMATION:BLOCK 8428 LOT 1

GENERAL NOTES

1. APPLICANT/ LAND OWNER:B & J REALTY, LLC

CITY OF BRIGANTINE ATLANTIC COUNTY NEW JERSEYZONING = R-1

OWNED BY TITLE OF RECORD AND THAT CONSENT TO THE APPROVAL OF

APPLICABLE THERTO.RESOLUTION OF APPROVAL AND THE MUNICIPAL ORDINANCES AND REQUIREMENTS AND BELIEF FIND IT CONFORMS WITH THE PROVISIONS OF THE 'MAP FILING LAW'

6. I HAVE CAREFULLY EXAMINED THIS MAP AND TO THE BEST OF MY KNOWLEDGE

THIS MAP IS HEREBY GIVEN.

5. IT IS HEREBY CERTIFIED THAT THE LANDS SUBDIVIDED BY THIS MAP ARE

BY: __________________________________

CITY ENGINEER

1915 SWARTHMORE AVE.

OWNER

DATE

USC & GS QUAD MAP

TAX

MAP

1 12/27/01 REV. PER BOARD REVIEW JJB2 2/15/03 FINAL SUB. SUBMISSION JJB


"THE COURT AT RUM POINT"

VARG

O SU

RVEY

(1-1

8-00

)

A

A

SEE SHEET C-5.1

MATCHLINE A



DATEBOARD CHAIRPERSON

BOARD SECRETARY

CERTIFICATION OF PAID TAXES

TAX COLLECTOR

TAX ASSESSOR DATE

DATE

DATE

APPROVALS:



5 3/25/09 REV. FINAL APPROVAL SUBMITTAL JJB6 7/15/09 REV. FINAL APPROVAL SUBMITTAL JJB8 12/5/12 REV. PER COUNTY SUBMITTAL TAD

4

6

7

7

8

8

8

9

PROPOSED BUFFER& OPEN SPACE AREA LOT 1.08

0+00

0+4010.43 X

1090 LF 2" PVC FORCE MAIN

PROP. WATERVALVE

12" D.I. WATER SERVICE

PROP.HYDRANT

CLCL

TIE INTO EXISTING MANHOLEIN GRASS SHOULDER AT INVERT EL. 6.30END NEW

CURB

10'

X 9.939.93 X

8.60 XX 9.08

X 9.20X 9.40

UTIL POLE TOBE RELOCATED

17.3

5'

SB #1

8.40 X 8.20 X

8.13 X


50'


40'


7.6'

0+00

C X

CL

L

1+00

2+00

1+00

2+00

X 8.84

NE

9.01 XX 9.20

X 9.10 9.58 X

9.70 X X 9.51

X 10.21

STREETNAME SIGN

0+40

UTILIZE EXISTING 6" SANITRYLINE AS SLEEVE FOR NEW 2"FORCE MAIN

R50'R50'

"NO OULET"SIGN

20.0'

5.0'

20.0'

MIN DEPTH 3.0 FT

END NEWCURB

20'

EXISTING 'B' INLET TO BE REPLACED WITHMANHOLE & NEW 'B' INLET ADDED AT CURB LINE

PROPOSED UTILITY POLE LOCATIONW/ PROPOSED COBRA HEAD LIGHT



R3-2 (24"X24")R6-1R (36"X12")

W2-2 (36"X36")

12.0 X

25' 25'

20'

-0.50%

STA

1+0

0

STA

0+5

0

STA

0+0

0

STA

0+5

0

STA

1+0

00.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

10.0

11.0

9.0

12.0

9.97

9.21 9.93

9.02 9.74

8.84 9.49

8.61 9.26

8.30

-0.46% -0.62%

-0.30%

STA

X+5

0

STA

X+0

038

.55

38.3

0

38.4

238

.13

-0.34%

-0.30%

EXISTING PHYISCAL ℄

EXISTING E.O.P.

PROPOSED E.O.P.

PROPOSED E.O.P.SLOPE

EXISTING E.O.P.SLOPE

STATION

PROPOSED E.O.P.ELEVATION

EXISTING PHYISCAL ℄ELEVATION

EXISTING E.O.P.ELEVATION

T9.01B8.51

STATE HIGHWAY RTE 87END CONTROL SECTION

0115 BEGIN CO. RTE. 638

STA

0+6

6.9

STA

0+6

5

TYPE "B" INLETGRATE 8.84INV. V.I.F.

-0.36%

STA

0+2

9.2

EN

D P

RO

PO

SED

CU

RB

STA

0+6

5

EN

D P

RO

PO

SED

CU

RB

STA

0+9

0

T9.01B8.51

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

10.0

11.0

9.0

12.0

0

2

4

6

8

10

12

14

STATION 0+00

EX

IST.

℄ 9

.74

0'

EX

IST.

E.O

.P. 8

.84

◄ 2.6%

0

2

4

6

8

10

12

14

EX. GRADE1' SAWCUT

PH

YS

ICAL

℄

34.6'

T9.34GR 8.84

50.0'

2.0%

0

2

4

6

8

10

12

14

STATION 0+50

EX

IST.

℄ 9

.49

0'

EX

IST.

E.O

.P. 8

.61

◄ 2.6%

0

2

4

6

8

10

12

14

EX. GRADE

1' SAWCUT

PH

YS

ICAL

℄

34.6'50.0' 35.7'

0

2

4

6

8

10

12

14

STATION 0+50

EX

IST.

℄ 9

.93

0'

EX

IST.

E.O

.P. 9

.02

◄ 2.5%

0

2

4

6

8

10

12

14

EX. GRADE1' SAWCUT

PH

YS

ICAL

℄

38.0'50.0'

PR

OP

ERTY

LIN

EP

RO

PER

TY L

INE

PR

OP

ERTY

LIN

E

0

2

4

6

8

10

12

14

STATION 0+50

EX

IST.

℄ 9

.93

0'

EX

IST.

E.O

.P. 9

.21

◄ 2.0%

0

2

4

6

8

10

12

14

EX. GRADE

PH

YS

ICAL

℄

50.0'

PR

OP

ERTY

LIN

E

35.6'

35.8'

EXISTING CURBTO REMAINT 9.91B 9.21

0

2

4

6

8

10

12

14

STATION 1+00

EX

IST.

℄ 9

.26

0'

EX

IST.

E.O

.P. 8

.30

◄ 3.0%

0

2

4

6

8

10

12

14

EX. GRADE

PH

YS

ICAL

℄

32.3'50.0'

PR

OP

ERTY

LIN

E

INVERT: VIF

20.0'

20.0'

20:1

TRANSITION


R3-2 (24"X24")R4-7 (18"X24")



CURB TRANSITION

CONCRETE

4.0'




4.0'




16.0'


25:1TRANSITION

CURB TRANSITION

15:1

20:1

8.60 X

X 9.08

X 8.84

9.01 XX 9.20

X 9.10

9.58

X

9.70 XX 9.51

X 10.21

9.80 X

9.30 X

X 9.17

X 9.15

9.28 X

X 9.11

9.61 X

X 9.71

8.91 X

X 9.61

X 9.04

8.81 X

8.71 XX 9.21

X 8.94

X 9.31

2%2%


STORM MANHOLE

3.0'

42.7'

4.0'1.0'



PROPOSED ROADWAY


40 0 40 80 120

CITY OF BRIGANTINE ATLANTIC COUNTY NEW JERSEYBLOCK 1 (FORMERLY 8428) LOT 1COUNTY ROADWAY DETAILS

10/10/01

PHONE: 609-344-8194 FAX: 609-344-1594

















1" = 40'SCALE:DATE:

267628314


JJBBY:PROJ. NO.:

SHEET ______ OF ______23853

7 9


GE43483

C-6

COUNTY ROADWAY PROFILEHORIZONTAL SCALE: 1" = 40'

VE

RTI

CA

L S

CA

LE:

1" =

3'


LEGEND:

X X.XX EXISTING SPOT ELEVATIONX X.XX PROPOSED SPOT ELEVATION

2 2/15/03 FINAL SUB. SUBMISSION JJB3 3/26/03 REV. FINAL SUBMISSION JJB

VARG

O SU

RVEY

(1-1

8-00

)


4/5/06 ADD 2006 MHWL JJB4 11/8/08 FINAL APPROVAL SUBMITTAL JJB




CROSS SECTIONSSCALE: 1" = 5'

CONCRETE VERTICAL CURB FIG. #

ATLANTIC COUNTY DIVISION OF ENGINEERING

ROADWAY PAVEMENT STRUCTURE

ATLANTIC COUNTY DIVISION OF ENGINEERING

FIG. #

ISLAND & SIDEWALK RAMP DETAIL (TYPE 7)& UTILITY RELOCATION DETAIL

SCALE: 1" = 10'


325 SERIES 400W HPS TYPE 3 MED SEMI CUTOFF

ROADWAY LIGHTINGMOUNTING HEIGHT - 30'





6"

1'-6"

8"

6"

CONCRETE CURB DETAIL

CLASS B

R=1/2"R=1-1/2"

CONCRETE

PAVEMENT SURFACE

SHRUB PLANTING DETAIL

SHADE TREE PLANTING DETAIL

SIDEWALK DETAIL

SLOPE 1.5%

4" CLASS C CONCRETE

COMPACTED SUBGRADE

(TYPICAL FOR PLANTING BEDS IN RESIDENTIAL AREAS)

(TO BE INSTALLED ALONG STREET RIGHT-OF-WAY IF REQUIRED)

CURB CUT HANDICAPPED RAMP DETAIL

36" MIN.

NOTE: CROSS-SLOPE OF LANDING AREA DOES NOTEXCEED 2% IN ANY DIRECTION

NOTE:IF "X" IS LESS THAN 48" THENTHE SLOPE OF THE FANNEDOR FLARED SIDE MAY NOTEXCEED 1:12 (8.33%)

X

1

CURB FACE

1

2

3

4

8

7

6 ASPHALT PAVING DETAIL

3 1/2" TYPE I-2 ASPHALT BASE COURSE

6" COMPACTED DGA SUBBASE

PREPARED SUBGRADE

12

10

11

SIDEWALK AREA DETAIL

PAVER SIDEWALK

3.5' 6.5'

BELGIAN BLOCKCURB (SEE DETAIL)

PAVED ROADWAY

NOTE:CONSTRUCTION SHALL BE IN ACCORDANCEWITH DIVISION 5 OF THE NJDOT SPECIFICATIONS

GRASSAREA

SERVICE BOX CONNECTION(TYPICAL OR AS REQUIRED BY CITY ENGINEER)

SERVICE CONNECTION TO SEWER MAIN(TYPICAL OR AS REQUIRED BY CITY ENGINEER)

NOTE:ALL PAVING SHALL MEET MINIMUM STANDARDSPURSUANT TO NJ RESIDENTIAL SITE IMPROVEMENT STANDARDS.

NOTE:ALL SIDEWALK CONSTRUCTION SHALL BEIN ACCORANCE WITH DIVISION 5 OF THENJDOT SPECIFICATIONS.

WATER CONNECTION DETAILS(TYPICAL OR AS REQUIRED BY CITY ENGINEER)

SITE DETAILS

ARTHUR W. PONZIO CO. & ASSOCIATES, INC.400 NORTH DOVER AVENUE, ATLANTIC CITY, N. J. 08401

PROFESSIONAL ENGINEER N.J. NO.PROFESSIONAL PLANNER N.J. NO.JON J. BARNHART


PHONE: 609-344-8194 FAX: 609-344-1594

CITY OF BRIGANTINE ATLANTIC COUNTY NEW JERSEYCOPYRIGHT C 2000 ARTHUR W. PONZIO COMPANY & ASSOCIATES, INC.

CONSTRUCTION OR CONTRACTOR'S COMPLIANCE WITH CONSTRUCTION DOCUMENTS.DO NOT INCLUDE ANY FIELD INSPECTION, CONSTRUCTION MANAGEMENT, UNLESS NOTED OTHERWISE, A.W. PONZIO CO & ASSOCIATE, INC. RESPONSIBILITIES

ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE ANDLOCAL LAWS AND SAFETY REQUIREMENTS AND SHALL BE PERFORMEDIN ACCORDANCE WITH THE LATEST PROVISIONS OF THE OCCUPATIONAL

ACT, STATE OF NEW JERSEY, ADOPTED 7/21/48 AS P.L. 1948, c 249,THE NEW JERSEY UNIFORM CONSTRUCTION CODE, BOCA, ASTM SPECIFICATIONS,ALL LOCAL ORDINANCES AND PERMIT CONDITIONS.


ALL RIGHTS RESERVED. THE COPY OR USE OF THIS DOCUMENT ORANY PORTION THEREOF IS STRICTLY PROHIBITED WITHOUT THEWRITTEN CONSENT OF THE PREPARER. THIS DOCUMENT IS THE SOLE







DATE: 10/10/01NO SCALE SCALE:

BLOCK 1 (FORMERLY 8428) LOT 1

ARTHUR W. PONZIO, JR.283142676

23853PROJ. NO.:

SHEET ______ OF ______8 9

PROFESSIONAL LAND SURVEYOR N.J. NO.PROFESSIONAL PLANNER N.J. NO.

GE43483

JJBBY:

C-7

PROPOSED BASIN CROSS-SECTION9

17 WATER CONNECTION DETAILS(TYPICAL OR AS REQUIRED BY CITY ENGINEER)

16 TYPE "B" INLET

15 DEPRESSED CURB DETAIL

SECTION A-A

A A

TYPE 'B' INLET FRAME

EXISTING GRADE

CURB

CURB

24" Ø PIPE

24" Ø PIPE 24" Ø PIPE

24" Ø PIPE

INLET BOX TO BE OVERSIZEDIN ORDER TO ACCOMODATELEACHING PIPES

TYPE "B" GRATE

2 - 24" ØPIPES

2 - 24" ØPIPES

19

WATER / SEWER SYSTEM NOTES 20

BELGIAN BLOCK CURB DETAIL21

1 1/2" TYPE I-5 ASPHALT SURFACE COURSE

ROADWAY CROSS-SECTION5

1/2" / FT

CONCRETE

1/2" / FT

CURB

1/4" / FT 1/4" / FT

LC

PAVING DETAILSEE ASPHALT

PLLP

15'

25'

10'

SLOPE SLOPE SLOPE SLOPE

SEE SIDEWALKAREA DETAIL

NOTE:ALL BEDDING & BACKFILL MATERIAL SHALL BE CLEAN SOIL OR STONE.THIS APPLIES TO WATER, SANITARY & STORM SEWER LINES

BEDDING

NOTE:WHEN UNSUITABLE MATERIAL ISUNCOVERED, MUNICIPAL ENGINEERSHALL BE NOTIFIED TO RECOMMENDPROPER CONSTRUCTION METHOD

1. WATER MAIN SHALL CONFORM TO NJAC SECTION 5:21-5.3j WITHRESPECT TO PIPE INSTALLATION.

2. ALL MATERIALS TO BE UTILIZED FOR THE PROPOSED WATERSYSTEM SHALL BE SUBMITTED TO BRIGANTINE PUBLIC WORKSDEPARTMENT FOR REVIEW AND APPROVAL IN ORDER TO MAINTAINMATERIAL CONSISTENCY.

3. PROPOSED HYDRANT TYPES SHALL BE COORDINATED WITHBRIGANTINE PUBLIC WORKS.

1. A SANITARY SEWER STUDY SHALL BE SUBMITTED PRIOR TO APPLICANT OBTAINING FINAL SUBDIVISION APPROVAL.

4. WATER DEMAND CALCULATIONS WILL COMPLY WITH TABLE 5.1 AND 5.2 OF THE NJ RESIDENTIAL SITE IMPROVEMENT STANDARDS.

WILL BE SUPPLIED AS CONDITION OF FINAL APPROVAL.5. DETAILS OF THRUST BLOCKS AND RODDED JOINTS

WATER SYSTEM

SEWER SYSTEM

PL

(SEE DETAIL)

ATLANTIC COUNTY CURB DETAIL13

14 CONCRETE PAVER DETAIL


CONCRETE LOW FLOW CHANNEL18

NOTE: ENTIRE R-O-W (50 FT WIDE SHALL BEEXCAVATED AND DISPOSED OF TO DEPTH OF 4 FTBELOW EXITING GRADE. SELECT FILL TO BEINSTALLED.

FIRE HYDRANT DETAIL22

1'3'

3'1'

BASIN BOTTOMTO BE SODDED

SIDE SLOPES TOBE SEEDED

SEASONAL HIGH WATER2' MIN.

2 2/15/03 FINAL SUB. SUBMISSION JJB3 5/15/03 REV. PER PROF. REPORTS JJB

PROPOSED R-O-W AREA






23 TRAFFIC SIGNAGE DETAILS

4" MIN.

PIPE BEDDING DETAIL

MATERIALGRANULARCOMPACTED CLEAN

12"

BACKFILLCOMPACTEDCAREFFULLY

SEWER / WATER / STORM


R8-3aNO PARKING (SYMBOL)

12" X 12" ALUMINUM

R5-1DO NOT ENTER

30" X 30" ALUMINUM

R1-1STOP

30" X 30" ALUMINUM

R3-2LEFT TURN PROHIBITION

24" X 24" ALUMINUM

R6-1RONE WAY

36" X 12" ALUMINUM

7 10/11/12 REV. COUNTY SUBMITTAL TAD

R4-7KEEP RIGHT

18" X 24" ALUMINUM

W2-2RSIDE ROAD

36" X 36" ALUMINUM


4

6

7

7

8

8

8

9

10.43 X

10.60 X

10.60 X

10.60 X






140 LF 18" DIP @ 0.35%

24 L

F 12

" DIP

24 LF 18" DIP

@ 1

%

STREETLIGHT

STREETLIGHT

STREETLIGHT

54 LF 18" DIP @ 0.35%

CLCL


CALLERY PEAR7' - 8' HT 1 1/2" CAL.

CALLERY PEAR7' - 8' HT 1 1/2" CAL.

TOP OF WALLEL 12.00

PAVERSIDEWALK(SEE DETAILS)


ALL PLANTING IN THIS AREATO BE LOCATED BY LANDSCAPEARCHITECT IN FIELD AT TIME OFCONSTRUCTION. PLANTING SHOWN ISFOR ILLUSTRATION PURPOSES. SEE SCHEDULEFOR DETAILS OF QUANTITY AND PLAN SPECIES.

3:1 SLOPE

BERM TO REMAIN AS IT EXISTS ANDTO BE SUPLEMENTED WITH ADDITIONALPLANTING AS DETERMINED BYLANDSCAPE ARCHITECT

AREA TO BE OWNED & MAINTAINEDBY HOMEOWNERS ASSOC.

BULKHEAD WALLWITH SIGNAGE(SEE DETAILS)

ASPHALTPAVEMENT

ASPHALTPAVEMENT

ASPHALTPAVEMENT

BELGIAN BLOCKCURB (TYP)

BELGIAN BLOCKCURB (TYP)

COLORADO SPRUCESTAGGERED ROW 10' O.C.ROWS 5' APART

10.10 X

X 10.10

X 10.40

X 10.65

10.30 X

X 10.10

X 10.10

X 10.10

10.10 X

X 9.939.93 X

HIGHPOINT

SLOPE 0.5%

SLO

PE

0.5

%

8.60 XX 9.08

X 9.20X 9.40 8.40 X 8.20 X

8.13 X


50'


40'


7.6'

0+00

C X

CL

L

1+00

2+00

1+00

2+00

X 8.84

11.15 X

10.90 X

X 10.8011.00 X

X 10.60

10.60 XX10.23

10.23 X

X 10.60

X 10.60

X 11.00

11.00 X

X 10.60

10.60 X

X10.10

X 9.95

9.95 X

10.45 X

X 10.45

10.45 X

9.01 XX 9.20

X 9.10 9.58 X

9.70 X X 9.51

X 10.21

POST & RAILFENCE

5


FES-1INV 6.00


1%

0.5%

6.5

7.0

8.0

9.0

15'

15'

5.5

LOW FLOWCHANNEL





COO

FRESHWATER WETLANDS / WATER BOUNDARY LINEAS VERIFIED BY NJDEP, LURP FILE #0103-03-0040.1, DATED

101.8

' TO B

ULKHEA

D

101.

8' TO

BUL

KHEA

D

101.

8' T

O B

ULK

HEA

D

102.

0' T

O B

ULK

HEA

D

102.

0' T

O B

ULK

HE

AD

102.

0' T

O B

ULK

HEA

D

102.

0' TO

BUL

KHEA

D

159.

0' TO

BUL

KHEA

D




12 FTDEP CURB


GATEAPRONCONC

5.0

FES-2INV 6.50

@ .25

50 L

F 18

" DIP

@ 0

.25%

44 LF 18" DIP @ 0.35%



R3-2 (24"X24")R4-7 (18"X24")

R3-2 (24"X24")R6-1R (36"X12")

W2-2 (36"X36")

12.0 X

12.0 X

12.0

12.0

12.0 X

12.0 X

X 12.0

X 12.0 X 12.0

X 12.0

X 12.0

X 12.0

X 12.0

X 12.0

X 12.0 X 12.0

X 12.0

X 12.0

X 12.0

X 12.0

12.0 X

12.0 X

12.0 X

12.0 X 12.0 X

12.0 X

FF.EL.14.0

FF.EL.14.0

FF.EL.14.0

FF.EL.14.0

12.0 X

X 12.0


4

6

6

7

7

8

8

8

9

10.43 X

TYPE "B" INLET-5


24 LF 18" DIP

CLCL

TOP OF WALLEL 12.00


3:1 SLOPE

BULKHEAD WALLWITH SIGNAGE(SEE DETAILS)

ASPHALTPAVEMENT

COLORADO SPRUCESTAGGERED ROW 10' O.C.ROWS 5' APART

X 9.939.93 X

8.60 XX 9.08

X 9.20X 9.40 8.40 X 8.20 X

8.13 X


50'


40'


7.6'

0+00

C X

CL

L

1+00

2+00

1+00

2+00

X 8.84

X10.10

X 9.95

9.95 X

10.45 X

X 10.45

10.45 X

9.01 XX 9.20

X 9.10 9.58 X

9.70 X X 9.51

X 10.21

POST & RAILFENCE

5

COASTAON NJD

@ .25

- 50mph


R3-2 (24"X24")R4-7 (18"X24")

R3-2 (24"X24")R6-1R (36"X12")

12.0 X

X 12.0

X 12.0

12.0 X

X 12.0


20.0'

20.0'

20:1

TRANSITION


R3-2 (24"X24")R4-7 (18"X24")



CURB TRANSITION

CONCRETE

4.0'




4.0'




16.0'


25:1TRANSITION

CURB TRANSITION

15:1

20:1

8.60 X

X 9.08

X 8.84

9.01 XX 9.20

X 9.10

9.58

X

9.70 XX 9.51

X 10.21

9.80 X

9.30 X

X 9.17

X 9.15

9.28 X

X 9.11

9.61 X

X 9.71

8.91 X

X 9.61

X 9.04

8.81 X

8.71 XX 9.21

X 8.94

X 9.31

2%2%


STORM MANHOLE

3.0'

42.7'

4.0'1.0'



PROPOSED ROADWAY

ELEVATION VIEW ALONG RUM POINT COURT

THE COURT AT RUM POINT








SLOPE 2% (EXIST. & PROPOSED)

PROPOSED CROSS-SECTION

CURBCONCRETE

(SEE PAVING DETAIL)NEW ROADWAY

AREA TO BE MILLED RE-PAVEDTO MEET NEW GRADE

LIMIT OF EXISTINGROADWAY LC

COUNTY R-O-W

EXISTING GUTTERLINE

1+00

11.00

10.00

8.00

9.00

2+00

0+00

CENTERLINE

GUTTERLINE

EXISTING / PROPOSED

PROPOSED

1+00

2+00

3+00

PLAN VIEW B - B

C PILE

CROSS-SECTION A - A

5'-0"

6" X 8" WALE

5'-0"C PILEL L

SHEETING

A

A

C PILEL

DOUBLE

6"

6"

4'-0" MAX

STREET GRADE

BOLT

B B

GRANULAR FILLFABRIC

NEW PILES

WALE

WALEBOLT

EL. 7.00

EL. 6.00

45°

3" ORIFICE

V -NOTCH WEIR

S TANDARD TYPE "A"INLET BOX

T YPE "A" GRATE(OVERLOW)

OVERFLOW DETAIL


40 0 40 80 120

CITY OF BRIGANTINE ATLANTIC COUNTY NEW JERSEYBLOCK 1 (FORMERLY 8428) LOT 1LANDSCAPE & LIGHTING PLAN

10/10/01

PHONE: 609-344-8194 FAX: 609-344-1594

















AS SHOWNSCALE:DATE:

267628314


JJBBY:PROJ. NO.:

SHEET ______ OF ______23853

9 9


GE43483

C-8

604020020


PROPOSED LIGHT FIXTURE

FOUNDATION FOR POLE DESIGNED BY OTHERS16 FT MOUNTING HEIGHT (150 WATT HPS)ENGINEER APPROVED EQUIVALENTPOLE TO BE ALUMINUM OR

DETAIL

ENTRANCE WALL DETAILSPLANTING SCHEDULE (OPEN SPACE LOT # 19)

TREES

EASTERN RED CEDAR JUNIPER VIRGINIANA

JAPENESE BLACK PINE PINUS THUMBERGII

PITCH PINE PINUS RIGADA

VIRGINIA PINE PINUS VIRGINIANA

SHRUBS

BAYBERRY MYRICA PENNSYLVANICA

SUMAC RHU SPECIES

RUGOSA ROSE ROSA RUGOSA

GRASSES

AMERICAN BEACHGRASS AMOPHILA BREVIGALATA

DECI TONGUE PANICUM CLANDESTIUM

VINE

VIRGINIA CREEPER PARTHENOCISSUS QUINQUEFOLIA

3' - 4'

3'

SIZE

3'

3'

1 GALLON

1 GALLON

1 GALLON

10

20

15

8

4

4

10

QUANTITY

20 CLUMPS

20 CLUMPS

3 FLATS OF 100

PLANTING SCHEDULE (EVERGREEN SCREEN & STREET TREES)

COLORADO SPRUCE PICEA PUNGENS

CALLERY PEAR-REDSPIRE VARIETY PYRUS CALLERYANA REDSPIRE

3' HT.

7' - 8' HT. ONE IN EACH LOCATION SHOWN

10' O.C. - ROWS 5' APART

PROPOSED PAVER WALK DETAIL

AUTUMN BLEND BRICK STONEIN 90° HERRINGBONE PATTERN

CHARCOAL BRICK STONEBOARD. 1' WIDE

BELGIAN BLOCKCURBING

NOTES:PAVERS SHALL BE BY E.P. HENRY OR EQUALCONSTRUCTION METHOD SHALL BE AS SHOWN INDETAIL ON SHEET C-6.

SCALE: 1" = 50'

SC

ALE

: 1" =

1'

COUNTY ROAD PROFILE

DOUBLE FACEDSIGN TO BE

NO OUTLET

STREET NAME

2 LB. U POSTPOLE TO BE 10' HIGH

REFLECTIVE 6" LETTERSEXTRUDED ALUMINUM BLANKSIGN TO BE 9" - .091 GAUGE

SIGN DETAILPROPOSED STREET

STREETSIGN

NEW 6 FT CEDARBOARD ON BOARD FNCE

BEGINFENCE

ENDFENCE


MAX SHRUB HEIGHT36" ABOVE PROPOSEDBULKHEAD WALL

VARG

O SU

RVEY

(1-1

8-00

)

3 5/15/03 REV. PER PROF. REPORTS JJB 7/8/03 REV. PER PROF. REPORTS JJB4 11/8/08 FINAL APPROVAL SUBMITTAL JJB




36"TIMBER WALL

10'

12"

WOOD SIGNSAND BLASTED LETTERING

EL 12.0

6 7/15/09 REV. FINAL APPROVAL SUBMITTAL JJB8 12/5/12 REV. PER COUNTY SUBMITTAL TAD

Documents

C:Users om.000DesktopRUM POINT - 23853 · d.j. lodovico, vp construction south jersey gas company absecon, nj 08201 10 w. jim leeds rd. verizon atlantic city, nj 08401 1701 absecon