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C:Users om.000DesktopRUM POINT - 23853 · d.j. lodovico, vp construction south jersey gas company...
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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
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
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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
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
FRESHWATER WETLANDS / WATER BOUNDARY LINEAS VERIFIED BY NJDEP, LURP FILE #0103-03-0040.1, DATED JULY 9, 2004
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CLCL
SB-#1
SB-#2
SB-#3
SB-#4
CAFRA
JURIS
DICT
ION L
INE
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)
STAL WETLANDS LIMIT AS SHOWNON NJDEP PANEL #196-2070
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
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
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.
AS SHOWNSCALE:DATE:
267628314
ARTHUR W. PONZIO, JR.
JJBBY:PROJ. NO.:
SHEET ______ OF ______23853
2 9
PROFESSIONAL PLANNER N.J. NO.PROFESSIONAL LAND SURVEYOR N.J. NO.
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
GRAPHIC SCALE IN FEET
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
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
5 3/25/09 REV. FINAL APPROVAL SUBMITTAL JJB6 7/15/09 REV. FINAL APPROVAL SUBMITTAL JJB
8 12/5/12 REV. PER COUNTY SUBMITTAL TAD
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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
SAN. MH-3RIM 11.00INV. 4.44
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
TYPE "B" INLET-1GRATE 9.73INV. 7.73
TYPE "B" INLET-5GRATE 9.60INV. 7.12
TYPE "B" INLET-4GRATE 9.60INV. 7.18
LOT 1.07
(50')
TYPE "B" INLET-3GRATE 10.50INV. 6.65
140 LF 18" DIP @ 0.35%
24 L
F 12
" DIP
24 LF 18" DIP
R30'
10'
SAN. MH-4RIM 10.20INV. 3.51
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
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'
CAFRA JURISDICTION LINE
LOT 1.11LOT 1.12
LOT 1.13
LOT 1.14
LOT 1.15
LOT 1.16
BULKHEAD TO BECONSTRUCTED WHERE SHOWN
COASTAL WETLANDS LIMIT AS SHOWNON NJDEP PANEL #196-2070
(7,056 SF TO BULKHEAD)
(7,056 SF TO BULKHEAD)
PROPOSED CONSERVATION EASEMENT/RESTRICTED AREA(SHADED)
EXISTING NATURALVEGETATION IN THISAREA TO BE MAINTAINED
EXISTING NATURALVEGETATION IN THISAREA TO BE MAINTAINED
PROPOSED BULKHEAD TO BECONSTRUCTED WHERE SHOWN
(10,200 SF +/- TO DELINEATED WETLANDS)
(15,700 SF +/- TO DELINEATED WETLANDS)
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
FRESHWATER WETLANDS / WATER BOUNDARY LINEAS VERIFIED BY NJDEP, LURP FILE #0103-03-0040.1, DATED JULY 9, 2004
LOT 1.10
(9,950 SF +/- TO DELINEATED WETLANDS)
(10,200 SF +/- TO DELINEATED WETLANDS)(7,056 SF TO BULKHEAD)
(7,056 SF TO BULKHEAD)
6,000 SF OF DEVELOPMENTAREA OUTSIDE OF
CONSERVATION EASEMENT
6,000 SF OF DEVELOPMENTAREA OUTSIDE OF
CONSERVATION EASEMENT
6,000 SF OF DEVELOPMENTAREA OUTSIDE OF
CONSERVATION EASEMENT
(20,200 SF +/- TO DELINEATED WETLANDS)
(10,030 SF +/- TO DELINEATED WETLANDS)
(10,100 SF +/- TO DELINEATED WETLANDS)(7,025 SF TO BULKHEAD)
(7,204 SF TO BULKHEAD)
(10,056 SF TO BULKHEAD)
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-1RIM 10.45INV. 5.90
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
TYPE "B" INLETGRATE 9.60INV. 7.12
TYPE "B" INLETGRATE 10.50INV. 6.65
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
SAN. MH-4RIM 10.20INV. 3.51
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
GRAPHIC SCALE IN FEET
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
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.
1" = 40'SCALE:DATE:
267628314
ARTHUR W. PONZIO, JR.
JJBBY:PROJ. NO.:
SHEET ______ OF ______23853
3 9
PROFESSIONAL PLANNER N.J. NO.PROFESSIONAL LAND SURVEYOR N.J. NO.
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)
1 12/27/01 REV. PER BOARD REVIEW JJB
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.
2 2/15/03 FINAL SUB. SUBMISSION JJB
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
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U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
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.
6 7/15/09 REV. FINAL APPROVAL SUBMITTAL JJB
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
8 12/5/12 REV. PER COUNTY SUBMITTAL TAD
![Page 4: 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](https://reader035.fdocuments.in/reader035/viewer/2022071001/5fbe1336816d6a638614c365/html5/thumbnails/4.jpg)
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
TYPE "B" INLET-2GRATE 8.73INV. 6.82
TYPE "B" INLET-1GRATE 8.73INV. 7.23
TYPE "B" INLET-5GRATE 8.60INV. 6.62
TYPE "B" INLET-4GRATE 8.60INV. 6.68
TYPE "B" INLET-3GRATE 9.50INV. 6.15
140 LF 18" DIP @ 0.35%
24 L
F 12
" DIP
24 LF 18" DIP
@ 1
%
BULKHEAD TO BECONSTRUCTED WHERE SHOWN
54 LF 18" DIP @ 0.35%
CLCL
MANHOLERIM 9.10INV. 6.64
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
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
PROPOSEDPOST & RAIL FENCE
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
CAFRA JURISDICTION LINE
BULKHEAD TO BECONSTRUCTED WHERE SHOWNIMIT AS SHOWN
ANEL #196-2070
PROPOSED CONSERVATION EASEMENT/RESTRICTED AREA(SHADED)
EXISTING NATURALVEGETATION IN THISAREA TO BE MAINTAINED
EXISTING NATURALVEGETATION IN THISAREA TO BE MAINTAINED
PROPOSED BULKHEAD TO BECONSTRUCTED WHERE SHOWN
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
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
BASIN TO BE OWNED &MAINTAINED BY HOMEOWNERSASSOCIATION
PUMP STATION TO BE OWNED & MAINTAINED BY CITY OF BRIGANTINEHOMEOWNERS ASSOC TO MAINTAIN PROPERTYSURROUNDING PUMP STATION
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
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%
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
GRAPHIC SCALE IN FEET
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
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.
1" = 40'SCALE:DATE:
267628314
ARTHUR W. PONZIO, JR.
JJBBY:PROJ. NO.:
SHEET ______ OF ______23853
4 9
PROFESSIONAL PLANNER N.J. NO.PROFESSIONAL LAND SURVEYOR N.J. NO.
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
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
5 3/25/09 REV. FINAL APPROVAL SUBMITTAL JJB
DRAWSTRING
6 7/15/09 REV. FINAL APPROVAL SUBMITTAL JJB
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
8 12/5/12 REV. PER COUNTY SUBMITTAL TAD
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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')
BULKHEAD TO BECONSTRUCTED WHERE SHOWN
CLCL
6+50
CAFRA
JURIS
DICTI
ON LIN
E
0+40
1+71
2+22.56
R50'R50'
150'
CAFRA JURISDICTION LINE
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)
LOT 1.11LOT 1.12
LOT 1.13
LOT 1.14
LOT 1.15
LOT 1.16
BULKHEAD TO BECONSTRUCTED WHERE SHOWN
COASTAL WETLANDS LIMIT AS SHOWNON NJDEP PANEL #196-2070
(7,056 SF TO BULKHEAD)
(7,056 SF TO BULKHEAD)
PROPOSED CONSERVATION EASEMENT/RESTRICTED AREA(SHADED)
EXISTING NATURALVEGETATION IN THISAREA TO BE MAINTAINED
EXISTING NATURALVEGETATION IN THISAREA TO BE MAINTAINED
PROPOSED BULKHEAD TO BECONSTRUCTED WHERE SHOWN
(10,200 SF +/- TO DELINEATED WETLANDS)
(15,700 SF +/- TO DELINEATED WETLANDS)
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
FRESHWATER WETLANDS / WATER BOUNDARY LINEAS VERIFIED BY NJDEP, LURP FILE #0103-03-0040.1, DATED JULY 9, 2004
LOT 1.10
(9,950 SF +/- TO DELINEATED WETLANDS)
(10,200 SF +/- TO DELINEATED WETLANDS)(7,056 SF TO BULKHEAD)
(7,056 SF TO BULKHEAD)
6,000 SF OF DEVELOPMENTAREA OUTSIDE OF
CONSERVATION EASEMENT
6,000 SF OF DEVELOPMENTAREA OUTSIDE OF
CONSERVATION EASEMENT
6,000 SF OF DEVELOPMENTAREA OUTSIDE OF
CONSERVATION EASEMENT
(20,200 SF +/- TO DELINEATED WETLANDS)
(10,030 SF +/- TO DELINEATED WETLANDS)
(10,100 SF +/- TO DELINEATED WETLANDS)(7,025 SF TO BULKHEAD)
(7,204 SF TO BULKHEAD)
(10,056 SF TO BULKHEAD)
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'
DETECTABLE WARNING SURFACEWITH SAFETY RED COLOR COATING
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
GRAPHIC SCALE IN FEET
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
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.
1" = 40'SCALE:DATE:
267628314
ARTHUR W. PONZIO, JR.
JJBBY:PROJ. NO.:
SHEET ______ OF ______23853
5 9
PROFESSIONAL PLANNER N.J. NO.PROFESSIONAL LAND SURVEYOR N.J. NO.
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:
ARTHUR W. PONZIO, JR.
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 JJB
PROPOSED90' X 300'
SIGHT TRIANGLE
2 2/15/03 FINAL SUB. SUBMISSION JJB
MON. TOBE SET (TYP)
MON. TOBE SET (TYP)
3 3/26/03 REV. FINAL SUBMISSION JJB
"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
7/8/03 REV. PER PROF. REPORTS JJB
4 11/8/08 FINAL APPROVAL SUBMITTAL JJB
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
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
6 7/15/09 REV. FINAL APPROVAL SUBMITTAL JJB
PROPOSED LOT 1.08 BLOCK 8428 ISTO BE DEED RESTRICTE4D TO
PROHIBIT ACCESS ONTO BRIGANTINEBOULEVARD, COUNTY ROUTE 638
8 12/5/12 REV. PER COUNTY SUBMITTAL TAD
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
![Page 6: 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](https://reader035.fdocuments.in/reader035/viewer/2022071001/5fbe1336816d6a638614c365/html5/thumbnails/6.jpg)
LOT 1.17
CAFRA JURISDICTION LINE
PROPOSED CONSERVATION EASEMENT/RESTRICTED AREA(SHADED)
GRAPHIC SCALE IN FEET
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
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.
1" = 60'SCALE:DATE:
267628314
ARTHUR W. PONZIO, JR.
JJBBY:PROJ. NO.:
SHEET ______ OF ______23853
6 9
PROFESSIONAL PLANNER N.J. NO.PROFESSIONAL LAND SURVEYOR N.J. NO.
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
ARTHUR W. PONZIO, JR.
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
3 3/26/03 REV. FINAL SUBMISSION JJB
"THE COURT AT RUM POINT"
VARG
O SU
RVEY
(1-1
8-00
)
A
A
SEE SHEET C-5.1
MATCHLINE A
7/8/03 REV. PER PROF. REPORTS JJB
4 11/8/08 FINAL APPROVAL SUBMITTAL JJB
DATEBOARD CHAIRPERSON
BOARD SECRETARY
CERTIFICATION OF PAID TAXES
TAX COLLECTOR
TAX ASSESSOR DATE
DATE
DATE
APPROVALS:
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
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
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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
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
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
AASHTO SIGHT TRIANGLE - 50mph
R1-1 (30"X30")R6-1R (36"X12") - DOUBLE POSTED
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
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'
DETECTABLE WARNING SURFACEWITH SAFETY RED COLOR COATING
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
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%
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
GRAPHIC SCALE IN FEET
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
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.
1" = 40'SCALE:DATE:
267628314
ARTHUR W. PONZIO, JR.
JJBBY:PROJ. NO.:
SHEET ______ OF ______23853
7 9
PROFESSIONAL PLANNER N.J. NO.PROFESSIONAL LAND SURVEYOR N.J. NO.
GE43483
C-6
COUNTY ROADWAY PROFILEHORIZONTAL SCALE: 1" = 40'
VE
RTI
CA
L S
CA
LE:
1" =
3'
1 12/27/01 REV. PER BOARD REVIEW JJB
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
)
7/8/03 REV. PER PROF. REPORTS JJB
4/5/06 ADD 2006 MHWL JJB4 11/8/08 FINAL APPROVAL SUBMITTAL JJB
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
5 3/25/09 REV. FINAL APPROVAL SUBMITTAL JJB6 7/15/09 REV. 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'
8 12/5/12 REV. PER COUNTY SUBMITTAL TAD
325 SERIES 400W HPS TYPE 3 MED SEMI CUTOFF
ROADWAY LIGHTINGMOUNTING HEIGHT - 30'
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
![Page 8: 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](https://reader035.fdocuments.in/reader035/viewer/2022071001/5fbe1336816d6a638614c365/html5/thumbnails/8.jpg)
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
SURVEYORS, PLANNERS, ENGINEERS
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.
SAFETY AND HEALTH ADMINISTRATION (OSHA), THE HIGH VOLTAGE PROXIMITY
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
HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER (CLIENT)
PERSON OR ENTITY AND MAY NOT BE COPIED IN ANY WAY FOR ANY
PROPERTY OF ARTHUR W. PONZIO COMPANY & ASSOCIATES, INC. AND
OF THIS PROJECT AT THIS SITE. IT SHOULD NOT BE USED BY ANY OTHER
REV # DATE COMMENT BY
OTHER PURPOSE AT ANY TIME.
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
1 12/27/01 REV. PER BOARD REVIEW JJB
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
7/8/03 REV. PER PROF. REPORTS JJB
4 11/8/08 FINAL APPROVAL SUBMITTAL JJB
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
5 3/25/09 REV. FINAL APPROVAL SUBMITTAL JJB
23 TRAFFIC SIGNAGE DETAILS
4" MIN.
PIPE BEDDING DETAIL
MATERIALGRANULARCOMPACTED CLEAN
12"
BACKFILLCOMPACTEDCAREFFULLY
SEWER / WATER / STORM
6 7/15/09 REV. FINAL APPROVAL SUBMITTAL JJB
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
8 12/5/12 REV. PER COUNTY SUBMITTAL TAD
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4
6
7
7
8
8
8
9
10.43 X
10.60 X
10.60 X
10.60 X
TYPE "B" INLET-2GRATE 9.73INV. 7.32
TYPE "B" INLET-1GRATE 9.73INV. 7.73
TYPE "B" INLET-5GRATE 9.60INV. 7.12
TYPE "B" INLET-4GRATE 9.60INV. 7.18
TYPE "B" INLET-3GRATE 10.50INV. 6.65
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
MANHOLERIM 10.10INV. 7.14
CALLERY PEAR7' - 8' HT 1 1/2" CAL.
CALLERY PEAR7' - 8' HT 1 1/2" CAL.
TOP OF WALLEL 12.00
PAVERSIDEWALK(SEE DETAILS)
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
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
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
PROPOSEDSTORM WATERBASIN (SAND BOTTOM)
FES-1INV 6.00
(SEE DETAIL)OVERFLOW STRUCTURE
1%
0.5%
6.5
7.0
8.0
9.0
15'
15'
5.5
LOW FLOWCHANNEL
PROPOSEDPOST & RAIL FENCE
PROPOSEDPOST & RAIL FENCE
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
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
BASIN TO BE OWNED &MAINTAINED BY HOMEOWNERSASSOCIATION
PUMP STATION TO BE OWNED & MAINTAINED BY CITY OF BRIGANTINEHOMEOWNERS ASSOC TO MAINTAIN PROPERTYSURROUNDING PUMP STATION
UNSUITABLE MATERIAL IN THE BASINBOTTOM SHALL BE REMOVED ANDREPLACED WITH K4 MATERIAL. EXTENT OT REMOVAL TO BEVERIFIED BY SOIL BORING ANALYSIS PRIOR TO CONSTRUCTION
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%
AASHTO SIGHT TRIANGLE - 50mph
R1-1 (30"X30")R6-1R (36"X12") - DOUBLE POSTED
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
24" THERMOPLASTIC STOP BAR
4
6
6
7
7
8
8
8
9
10.43 X
TYPE "B" INLET-5
TYPE "B" INLET-4GRATE 9.60INV. 7.18
24 LF 18" DIP
CLCL
TOP OF WALLEL 12.00
PAVERSIDEWALK(SEE DETAILS)
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
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
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
R1-1 (30"X30")R6-1R (36"X12") - DOUBLE POSTED
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
24" THERMOPLASTIC STOP BAR
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'
DETECTABLE WARNING SURFACEWITH SAFETY RED COLOR COATING
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
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%
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
ELEVATION VIEW ALONG RUM POINT COURT
THE COURT AT RUM POINT
ELEVATION VIEW ALONG RUM POINT COURT
THE COURT AT RUM POINT
ELEVATION VIEW ALONG RUM POINT COURT
THE COURT AT RUM POINT
ELEVATION VIEW ALONG RUM POINT COURT
THE COURT AT RUM POINT
ELEVATION VIEW ALONG RUM POINT COURT
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
GRAPHIC SCALE IN FEET
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
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.
AS SHOWNSCALE:DATE:
267628314
ARTHUR W. PONZIO, JR.
JJBBY:PROJ. NO.:
SHEET ______ OF ______23853
9 9
PROFESSIONAL PLANNER N.J. NO.PROFESSIONAL LAND SURVEYOR N.J. NO.
GE43483
C-8
604020020
GRAPHIC SCALE IN FEET
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
2 2/15/03 FINAL SUB. SUBMISSION JJB
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
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
U:\Email Plans Thru 1-16-07\SIGNATURES.bmp
5 3/25/09 REV. 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