W912BU23B0002-AM0001-Dwgs.pdf
PDF 6 MB Posted
- Attached to
- Beach Nourishment: Brigantine Inlet to Great Egg Harbor Inlet, Brigantine Island, Atlantic County, NJ
- Solicitation number
- W912BU23B0002
About this file
This solicitation seeks proposals for a beach nourishment project along the Atlantic Ocean coastline in Brigantine, New Jersey. The scope of work includes placing approximately 200,000 cubic yards of beachfill material, with options to add additional quantities up to 300,000 cubic yards. Other requirements are the construction and repair of pedestrian, vehicle, and handicap dune crossovers; planting dune grass; and installing sand fencing. The period of performance for the base contract is 90 calendar days. The estimated cost range of the project is $10,000,000 to $25,000,000. Offerors must access the System for Award Management website to download the solicitation. Questions may be directed to the identified contracting specialist.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W912BU23B0002_FY23 Periodic Nourishment Brigantine_Abstract-SAM.gov.pdf | ||
| W912BU23B0002-AM0003-Dwgs.pdf | ||
| W912BU23B0002-AM0003-Specs.pdf | ||
| W912BU23B0002-AM0002-Dwgs.pdf | ||
| W912BU23B0002-AM0002-Specs.pdf | ||
| W912BU23B0002-AM0001-Specs.pdf | ||
| Brigantine_Inlet_BA_2022_9column.txt | TXT text file | |
| GDN-NJ202300046-01062023.txt | TXT text file | |
| GDS-NJ20230003-01062023.txt | TXT text file | |
| W912BU23B0002-Specs.pdf | ||
| W912BU23B0002-DWGS.pdf |
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Text version
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DRAWINGS INDEX
SHEET NUMBER DESCRIPTON
GENERAL
G-001 COVER SHEET
G-002 DRAWNG INDEX SHEET
G-003 SURVEY CONTROL DATA & CONTRACTOR WORK LIMIT
CIVIL
C-001 GENERAL INFORMATION SHEET
C-101 GENERAL PLAN - BRIGANTINE ISLAND
C-102 PLAN - STA. 0+00 TO STA. 33+03
C-103 PLAN - STA. 33+03 TO STA. 68+09
C-104 PLAN - STA.68+09 TO STA.103+00
C-301 TYPICAL SECTIONS - BEACHFILL & CROSSOVER
C-302 CROSS SECTIONS - STA.2+00 TO STA.50+00
C-401 PLAN - ENLARGED CROSSOVER
C-402 PLAN - BORROW AREA
C-501 DETAILS - FENCE AND GRASS
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X-1011
VIEW NAME
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
X-101
X:XXXX
META
E XXXX
N XXXX
R=XXX'
LOCATION/IDENTIFICATION OF UNDER
WATER CULTURAL ANTIQUITY W/
EXCLUSION ZONE
CONTRACTOR ACCESS
SURVEY BASELINE
EXISTING OUTFALL PIPE
BEACH PATROL DUNE CROSSOVER
BP
STATION
OFFSET
OFFSET
STATION
STONE GROIN
APPROX. LOCATION OF UNDER
WATER HAZARD
40+00
VIBRACORE BORING DESIGNATION
FILL SLOPE AND BERM LINE
TIMBER GROIN
VEGETATION
LIMIT OF DISTURBANCELOD
CROSS-SECTION LEGEND
OFFSET = -XXX.XX
PROFILE GRADE ELEVATION
ELEV = XX.XX
CONTRACTOR WORK LIMIT
SAND FENCE, STRAIGHT
SAND FENCE, ZIG ZAG
FENCE LINE, METAL POST
CHAIN LINK FENCE
HANDRAIL
STEEL SHEET PILE
MEAN TIDE LINE
MEAN LOW WATER LINE
MEAN HIGH WATER LINE
LWL LANDWARD WORK LIMIT
CONTRACTOR STAGING/
STORAGE AREA
CONTRACTOR WORK LIMIT POINT
REFERENCE NUMBER/POINT LOCATIONXXX
20' CONTOUR LINE
CONTRACTOR WORK LIMIT
(ALTERNATE LINE TYPE)CWL
CLOUD
REVISION & AMENDMENT
CLOUD AND SYMBOL
REVISION SYMBOL
(NUMERIC)
AMENDMENT SYMBOL
(ALPHA)
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SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
HORIZONTAL AND VERTICAL CONTROL
MARKER
LINE TYPE LEGENDBEACHFILL PLAN SYMBOLS LEGEND
FENCE LINE, WOOD POST
SEAWARD EDGE OF BERM
STATION OFFSET
DUNE CENTERLINE
STATION OFFSET
VIEW TITLE SYMBOL SECTION CUT SYMBOL
VIEW IDENTIFICATION NUMBER
VIEW NAME
DIRECTION OF VIEW
CALLOUT SYMBOL
CALLOUT AREA VIEW
MATCHLINE SYMBOL
CALLOUT IDENTIFICATION
NUMBER
DETAIL SHEET
REF NUMBER
DRAWING SHEET
MATCHING REFERNECE
NUMBER
DRAWING SHEET SYMBOLS
GRAPHIC BAR SCALE SYMBOLS
PRIMARY
SCALE
EXTENSION
SCALE
X
SECTION IDENTIFICATION NUMBER
DETAIL SHEET
REF NUMBER
X X X X
PRIMARY
SCALE
EXTENSION
SCALE
V: X X X X X
X X X XH: X
SCALE IN FEET/METERS
(SINGLE SCALE, SCALE BAR)
SCALE IN FEET/METERS
(HORIZONTAL/VERTICAL SCALE BAR)
OFFSET DISTANCE FROM SURVEY AND
CONSTRUCTION BASELINE TO ℄ OF
TRACK DRAINAGE DITCH
INVERT ELEVATION OF TRACK
DRAINAGE DITCH
DIRECTION OF MAGNETIC
NORTH NNORTH
PLAN
MAGNETIC
NORTH
PLAN
NORTH
NORTH SYMBOLS
ABBREVIATIONS
ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION
AD AREA DRAIN FDN FOUNDATION PSI POUNDS PER SQUARE INCH
ADDL ADDITIONAL FF FINISHED FLOOR PVI POINT OF VERTICAL INFLECTION
AFF ABOVE FINISHED FLOOR FIN FINISH RAD RADIUS
BD BOARD FL FLOOR REINF REINFORCEMENT
BIT BITUMINOUS FM FORCE MAIN REM REMOVABLE
BL or BASE LINE FT FOOT, FEET ROW RIGHT OF WAY
BLDG BUILDING FTG FOOTING S SOUTH
BM BEAM G GROUND SCH SCHEDULE
BMP BEST MANAGEMENT PRACTICE GOVT GOVERNMENT SECT SECTION
BOT BOTTOM GR GRADE SPEC SPECIFICATION
BVCE BEGINNING OF VERTICAL CURVE ELEVATION HORIZ HORIZONTAL SPRT SUPPORT
BVCS BEGINNING OF VERTICAL CURVE STATION HS HIGH STRENGTH SQ SQUARE
CL or CENTERLINE HT HEIGHT SST STAINLESS STEEL
CMU CONCRETE MASONRY UNIT HVY HEAVY STA STATION
COR CONTRACTING OFFICER REPRESENTATIVE IN INCH STD STANDARD
COL COLUMN INSUL INSULATION, INSULATED STRUCT STRUCTURAL
CONC CONCRETE IINT INTERIOR SUSP SUSPENDED
CONSTR CONSTRUCTION INV INVERT SYS SYSTEM
CONT CONTINUOUS LL LIVE LOAD TEMP TEMPORARY
CTRL CONTROL LP LOW POINT TD TRENCH DRAIN
CWL CONTRACTOR WORK LIMITS LT LIGHT TDO TRENCH DRAIN OUTLET PIPE
DET DETAIL LVC LENGTH OF VERTICAL CURVE TELE TELEPHONE
DGA DENSE GRADED AGGREGATE JCT JUNCTION TOPO TOPOGRAPHY
DIA DIAMETER MATL MATERIAL TYP TYPICAL
DIM DIMENSION MAX MAXIMUM UD UNDERDRAIN
DL DEAD LOAD MIN MINIMUM UDO UNDERDRAIN OUTLET PIPE
DWG DRAWING MISC MISCELLANEOUS UE UNDERGROUND ELECTRIC
E EAST N NORTH UGND UNDERGROUND
EA EACH NLT NOT LESS THAN UNO UNLESS NOTED OTHERWISE
ECM EROSION CONTROL MAT NTS NOT TO SCALE UOP UNDERDRAIN OUTLET PIPE
EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UXO UNEXPLODED ORDINANCE
EL ELEVATION OD OUTSIDE DIAMETER VB VINYL BASE
ELEC ELECTRIC OH OVERHEAD VC VERTICAL CURVE
EOP EDGE OF PAVEMENT OPG OPENING VCT VINYL COMPOSITION TILE
EOS EDGE OF SHOULDER OPP OPPOSITE VOL VOLUME
EQ EQUAL PC POINT OF CURVE VERT VERTICAL
EQUIP EQUIPMENT PD PAVEMENT DRAIN VTR VENT THROUGH ROOF
EXH EXHAUST PI POINT OF INFLECTION W/ WITH
EXIST or (E) EXISTING PIV POST INDICATOR VALVE W WEST
EXP EXPANSION, EXPOSED POT POINT OF TANGENT WL WATER LEVEL
EXP JT EXPANSION JOINT PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE
EXT EXTERIOR PNL PANEL W/O WITHOUT
FIG FIGURE SINGLE PSF POUNDS PER SQUARE FOOT
CL
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DUNE REPAIR
EXISTING CROSSOVER REPAIR
EXISTING STRUCTURE AREA
TO BE AVOIDED
GENERAL NOTES:
1. ELEVATIONS ARE EXPRESSED IN FEET AND TENTHS OF A FOOT AND REFER TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.
2. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD 1983).
3. BEACH CONDITIONS ARE DYNAMIC IN NATURE AND TOPOGRAPHY AND BATHYMETRY MAY DIFFER FROM THAT SHOWN ON THE PROJECT MAPPING.
4. THE CONTRACTOR'S WORK LIMIT IS SHOWN ON SHEETS C-102 THRU C-104. THE CWL VARIES WITH LOCATION ALONG THE SHORELINE. ADDITIONAL CWL WILL BE ESTABLISHED BY THE CONTRACTING OFFICER WHEN THE AREA OF WORK IN KNOWN. LOCATION AND TEMPLATE OF BEACHFILL MAY BE REVISED BY THE CONTRACTING OFFICER AFTER THE PRE-PLACEMENT CONDITION SURVEYS ARE RECEIVED FROM THE CONTRACTOR. THE CONTRACTOR WORK LIMIT AND LIMIT OF DISTURBANCE LINES ARE COINCIDENT, SEE SHEET G-003 FOR CONTRACTOR WORK LIMIT COORDINATES.
5. SURVEY CONTROL DESCRIPTION SHEETS FOR SURVEY MONUMENTATION ARE INCLUDED IN THE SPECIFICATION. ADDITIONAL CONTROL DESCRIPTION SURVEY SHEETS WILL BE PROVIDED TO CONTRACTOR AFTER NOTICE TO PROCEED.
6. THE BORROW AREA ARE LOCATED OFFSHORE OF THE PROJECT AREAS. SEE SHEET C-102 FOR BORROW AREA LOCATION IN RELATION TO PROJECT
AREAS. SEE SHEET C-402 FOR THE PLAN FOR BORROW AREA.
7. THE CONTRACTOR SHALL ACCESS THE SITE FROM THE LOCATIONS SHOWN.
8. THE EXISTING PLANIMETRIC MAPPING IS A RESULT OF SURVEYS CONDUCTED IN PREVIOUS PROJECTS IN 2013 AND 2017. PLANIMETRIC MAPPING HAS BEEN PARTIALLY UPDATED USING AERIAL IMAGES FROM 2022. THE CROSS SECTION PLOTS ARE A RESULT OF SURVEYS CONDUCTED IN AUGUST 2022. THIS INFORMATION CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS EXISTING AT THAT TIME.
9. SAND FENCE IS NOT SHOWN ON PLAN VIEWS FOR CLARITY. SEE SHEET C-501 FOR DETAILS.
10. THE LANDWARD TOE OF DUNE SHOWN ON THE PLAN SHEETS IS APPROXIMATE AND BASED ON THE DATE OF THE LATEST SURVEY DATA SHOWN IN
NOTE 5.
11. ALL STATION AND OFFSET LABELS ON PLAN VIEWS ARE MEASURED PERPENDICULAR TO THE SURVEY AND CONSTRUCTION BASELINE. CROSS SECTIONS ARE DISPLAYED ALONG THE AZIMUTH ANGLE OF THE PROFILE LINE AT EACH LOCATION.
12. LIMITS OF DUNE AND CROSSOVER REPAIR ARE A RESULT OF OBSERVATIONS TAKEN DURING A SITE VISIT ON 1 NOVEMBER 2022. QUANTITY TABLES ARE SHOWN ON EACH PLAN SHEET. EXACT LIMITS OF WORK WILL BE ADJUSTED IN THE FIELD IN COORDINATION WITH THE COR.
13. DAMAGE TO EXISTING STRUCTURES CAUSED BY CONTRACTOR SHALL BE REPAIRED IN ACCORDANCE WITH PROJECT SPECIFICATIONS.
14. CONTRACTOR SHALL NOT PLACE, PARK, OR OPERATE ANY EQUIPMENT OR MATERIALS ON ANY DUNE AREAS WITHOUT COR APPROVAL.
15. SEE BID SCHEDULE IN THE SPECIFICATION FOR BREAKDOWN OF BASE BID.
16. THE AMOUNT OF AREA AND DURATION OF USE OF THE STAGING AREAS MAY BE MODIFIED DURING THE CONTRACT PERIOD. THE MOST EFFICIENT USE OF THE STAGING AREAS TO MEET REQUIREMENTS OF THE STATE AND LOCAL GOVERNMENTS WILL BE DISCUSSED WITH THE CONTRACTOR AT
THE PRECONSTRUCTION MEETING.
17. ALL STATIONS AND OFFSETS FROM SURVEY AND CONSTRUCTION BASELINE ARE LOOKING AHEAD STATION UNLESS OTHERWISE NOTED ON PLANS.
18. NO ACCESS PERMITTED IN THE BRIGANTINE NATURAL AREA INCLUDING PIPE LANDING EXCEPT FOR ACTIVITIES ASSOCIATED WITH SURVEYS.
19. CONTRACTOR SHALL PROTECT EXISTING OUTFALL PIPES, GROINS, JETTY, PIERS, PAVILIONS, BULKHEADS, AND STONE SEAWARD BULKHEADS DURING CONSTRUCTION. ANY DAMAGE TO THESE FEATURES SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.
DUNE GRASS REPAIR
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ATLANTIC OCEAN
BASE BID AND OPTIONS LIMIT
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SEE SHEET C-402
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1 GENERAL PLAN - BRIGANTINE ISLAND1 GENERAL PLAN - BRIGANTINE ISLAND
NORTH
PLAN
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. FOR COORDINATES OF BORROW AREA, SEE SHEET C-402.
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QUANTITIES - PEDESTRIAN CROSSOVER RECONSTRUCTION
STATION STREET NAME RECONSTRUCTION (SF) SPLIT RAIL FENCE (LF) SAND FENCE (LF)
32+47 8TH STREET N 555 100 85
34+97 7TH STREET N 690 135 85
EXISTING
GROIN
SURVEY & CONSTRUCTION
BASELINE
CWL
EXISTING
GROIN
EXISTING RIPRAP -
(SEE NOTE 7)
STAGING
AREA
CONTRACTOR
ACCESS
MAINTAIN EXISTING
ACCESS
LIMIT OF WORK
STA. 2+00
STA. 30+00
365.74' LT
STA. 25+00
165.80' LT
STA. 20+00
448.75' LT
STA. 15+60
567.00' LT
℄ OF DUNE
BURY
EXISTING
STAIRS
BURY
EXISTING
STAIRS
VEHICULAR
CROSSOVER
N 211275.01 E 532991.34
N 212868.38 E 534072.19
BURY EXISTING STEPS
TOE OF SLOPE
LANDWARD EDGE
OF BERM
EXISTING
RAMP
BULKHEAD
(SEE NOTE 11)
STA. 30+00
31.13' LT
CONTRACTOR
WORK LIMIT
DUNE RECONSTRUCTION
(TYP)
REPLACE "CAUTION"
SIGN (TYP)
STA. 27+67
31.64' LT
X X X X X X X
TEMPORARY ORANGE
CONSTRUCTION FENCE
PEDESTRIAN CROSSOVER
RECONSTRUCTION (TYP)
BEGIN TEMPORARY ORANGE
CONSTRUCTION FENCE
STA. 2+00 OFFSET 109 FEET LEFT
END TEMPORARY ORANGE
CONSTRUCTION FENCE
STA. 9+30 OFFSET 84 FEET LEFT
DUNE RECONSTRUCTION
STATION SAND (CY) DUNE GRASS 18" (SF) SAND FENCE (LF)
27+67 TO 30+07 3290 1150 260
30+17 TO 32+57 3290 1105 250
32+67 TO 35+04 1900 1050 230
STA. 10+00
387.00' LT
STA. 2+00
115.45' LT
BASE BID AND OPTIONS LIMIT
STA. 2+00 TO STA. 50+00
0+00 1+00
2+00 3+00
4+00 5+00
6+00 7+00
8+00 9+00
10+00 11+00
12+00 13+00
14+00 15+00
16+00 17+00
18+00 19+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+00
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PHILADELPHIA
1. LOCATION AND TEMPLATE OF BEACHFILL AT BRIGANTINE ISLAND MAY BE REVISED BY THE CONTRACTING OFFICER AFTER THE PRE-PLACEMENT CONDITION
SURVEYS ARE RECEIVED FROM THE CONTRACTOR.
2. FOR SURVEY AND CONSTRUCTION BASELINE CONTROL AND CONTRACTOR WORK LIMIT TURN POINTS, SEE SHEET C-101.
3. THE AREA OF THE CROSSOVER REPAIR IS ESTIMATED AND THE FINAL QUANTITY SHALL BE DETERMINED USING DIMENSIONS OF THE WORK COMPLETED AT EACH LOCATION. THE REPAIR INCLUDES MISSING OR DAMAGED FENCE ADJACENT TO THE REPAIR, SEE TABLE FOR SEPARATE ITEM BY LINEAR FEET
QUANTIFIED IN THE TABLE ON THIS SHEET.
4. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
5. FOR TYPICAL SECTIONS, SEE SHEET C-301 AND FOR ENLARGED PLAN VIEW OF CROSSOVER SEE SHEET C-401.
6. THE LOCATION OF THE LANDWARD EDGE OF BERM IS APPROXIMATE. EXACT LOCATION OF LANDWARD EDGE OF BERM VARIES WITH EXISTING GROUND.
7. RIPRAP EXISTS AT THE BASE OF THE EXISTING BULKHEAD AND WALKWAY THROUGHOUT THE ENTIRE LENGTH, HOWEVER, AT THE TIME OF SURVEYS ONLY
WHAT IS SHOWN WAS EXPOSED.
8. SAND FENCE IS TO BE CONSTRUCTED ON THE SEAWARD TOE OF DUNE REPAIR AREAS AND ALONG BOTH SIDES OF THE PEDESTRIAN CROSSOVER REPAIR
AREAS.
9. ALL DUNE AND CROSSOVER CONSTRUCTION IS TO BE DONE SEAWARD OF THE DUNE ℄ UNLESS OTHERWISE DIRECT BY CONTRACTING OFFICER.
10. ALL STAGING AND ACCESS AREAS SHALL BE RESTORED TO THE ORIGINAL OR BETTER CONDITION IF DAMAGED.
11. APPROXIMATE LOCATION OF EXPOSED BULKHEAD.
12. WHEN ACCESSING THE CONTRACTOR ACCESS POINT WITH HEAVY EQUIPMENT, KTR MUST CLOSE THE ACCESS FROM PUBLIC VEHICULAR ACCESS. WHEN PUBLIC VEHICLES ARE WAITING TO ACCESS THE BEACH, CLOSURES MUST BE NO LONGER THAN 30 MINUTES BEFORE ALLOWING PUBLIC ACCESS THROUGH
THIS POINT. LONGER CLOSURES MUST BE COORDINATED WITH THE COR 2-DAYS IN ADVANCE.
13. INSTALL ORANGE SAFETY FENCING TO ALLOW PUBLIC VEHICULAR ACCESS TO THE NORTHERN NATURAL AREA. THE LOCATION SHOULD BE FIELD VERIFIED WITH THE COR. KTR SHALL GRADE THE AREA ONCE PER WEEK TO REMOVE ANY RUTS OR AS DIRECTED BY THE COR.
14. SEE SHEET C-301 FOR DUNE RECONSTRUCTION AND DUNE CROSSOVER RECONSTRUCTION DETAILS. PARTIAL RECONSTRUCTION IS REQUIRED. SEE TABLE ON THE PLAN SHEET FOR QUANTITIES OF REQUIRED MATERIAL WHICH INCLUDE ,SAND, SAND FENCE, SPLIT RAIL FENCE, I-5 AND GEOTEXTILE.
NOTES:
NORTH
PLAN
M
AT
C H
LI
N
E M
AT
C
H
LI
N E
R E:
C -1
R
E:
C
-1
1 PLAN - STA. 0+00 TO STA. 33+031 PLAN - STA. 0+00 TO STA. 33+03
a
BASE BID AND OPTIONS LIMITSTA. 2+00 TO STA. 50+00
QUANTITIES - PEDESTRIAN CROSSOVERS RECONSTRUCTION
STATION STREET NAME RECONSTRUCTION (SF) SPLIT RAIL FENCE (LF) SAND FENCE (LF)
34+97 6TH STREET N 665 130 80
37+40 5TH STREET N 670 130 80
EXISTING STONE &
TIMBER GROIN
STA. 35+00
307.76' LT
EXISTING STONE &
TIMBER GROIN
N 209586.78 E 531419.48
N 207916.69 E 530142.66
LIMIT OF WORK
STA. 50+00
TIE INTO EXISTING BERM
EL +6.0'
CONTRACTOR
ACCESS
SURVEY & CONSTRUCTION
BASELINE
PEDESTRIAN CROSSOVER
RECONSTRUCTION (TYP)
STA. 65+00
59.73' LT
STA. 60+00
57.82' LT
STA. 55+00
58.89' LT STA. 50+00
155.74' LT
STA. 45+00
217.17' LT
STA. 40+00
50.05' LT
STA. 35+00
33.23' LT
STA. 40+00
319.66' LT
CONTRACTOR
WORK LIMIT
DUNE
RECONSTRUCTION
(TYP)
REPLACE "CAUTION"
SIGN (TYP)
DUNE RECONSTRUCTION
STATION SAND (CY) DUNE GRASS 18" (SY) SAND FENCE (LF)
35+14 TO 37+50 175 980 230
37+60 TO 40+00 180 1110 205
TOE OF SLOPE
34+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+00
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
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ST
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C-103
PHILADELPHIA
NOTES:
1 PLAN - STA. 33+03 TO STA. 68+091 PLAN - STA. 33+03 TO STA. 68+09
NORTH
PLAN
M
AT
C H
LI
N
E M
AT
C
H
LI
N E
R E:
C -1
R
E:
C
-1
M
AT
C H
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N
E M
AT
C
H
LI
N E
R E:
C -1
R
E:
C
-1
1. LOCATION AND TEMPLATE OF BEACHFILL AT BRIGANTINE ISLAND MAY BE REVISED BY THE CONTRACTING OFFICER AFTER THE PRE-PLACEMENT
CONDITION SURVEYS ARE RECEIVED FROM THE CONTRACTOR.
2. FOR SURVEY AND CONSTRUCTION BASELINE CONTROL AND CONTRACTOR WORK LIMIT TURN POINTS, SEE SHEET C-101.
3. THE AREA OF THE CROSSOVER REPAIR IS ESTIMATED AND THE FINAL QUANTITY SHALL BE DETERMINED USING DIMENSIONS OF THE WORK COMPLETED AT EACH LOCATION. THE REPAIR INCLUDES MISSING OR DAMAGED FENCE ADJACENT TO THE REPAIR, SEE TABLE FOR SEPARATE ITEM BY LINEAR FEET
QUANTIFIED IN THE TABLE ON THIS SHEET.
4. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
5. FOR TYPICAL SECTIONS, SEE SHEET C-301 AND FOR ENLARGED PLAN VIEW OF CROSSOVER SEE SHEET C-401.
6. THE LOCATION OF THE LANDWARD EDGE OF BERM IS APPROXIMATE. EXACT LOCATION OF LANDWARD EDGE OF BERM VARIES WITH EXISTING GROUND.
7. SAND FENCE IS TO BE CONSTRUCTED ON THE SEAWARD TOE OF DUNE REPAIR AREAS AND ALONG BOTH SIDES OF THE PEDESTRIAN CROSSOVER
REPAIR AREAS.
8. ALL DUNE AND CROSSOVER CONSTRUCTION IS TO BE DONE SEAWARD OF THE DUNE ℄ UNLESS OTHERWISE DIRECT BY CONTRACTING OFFICER.
9. ALL STAGING AND ACCESS AREAS SHALL BE RESTORED TO THE ORIGINAL OR BETTER CONDITION IF DAMAGED.
10. SEE SHEET C-301 FOR DUNE RECONSTRUCTION AND DUNE CROSSOVER RECONSTRUCTION DETAILS. PARTIAL RECONSTRUCTION IS REQUIRED. SEE TABLE ON THE PLAN SHEET FOR QUANTITIES OF REQUIRED MATERIAL WHICH INCLUDE ,SAND, SAND FENCE, SPLIT RAIL FENCE, I-5 AND GEOTEXTILE.
a a
DISTANCE FROM BASELINE (FEET)
EL +6.0
(SEE PLAN)
VARIES
-10
-20
-30 9008007006005004003002001000-100
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
BL
SURVEY &
TYPICAL BEACHFILL SECTION - STA. 10+00 TO STA. 27+67 AND STA. 32+73 TO STA. 50+00
BEACH CONSTRUCTION
TEMPLATE
SEAWARD EDGE OF BERM
LANDWARD EDGE OF BERM
EXISTING GROUND
VARIES
(SEE PLAN)
MLW -2.44
MHW +1.57
CONSTRUCTION
BERM
-10
-20
-30
-5
-15
-25
-5
-15
-25
TOE OF SLOPE
VARIES
CONSTRUCTION
WORK
LIMIT
(VARIES)
BULKHEAD PROMENADE
(STA. 12+90 TO STA. 28+00)
EXISTING RIP RAP
(APROX. STA. 13+25 STA. 23+80)
x xx xx
DUNE
SPLIT RAIL FENCE (TYP)
(SEE DETAIL 3&4/C-501)
℄ PEDESTRIAN CROSSOVER
I-5 MATERIALGEOTEXTILE
(SEE NOTE 5)
SAND FENCE(TYP)
(SEE DETAIL 5/C-501)
BEACHFILL BERM
SEAWARD TOE OF CROSSOVER
EL 10.0'
BEACHFILL MATERIAL
SAND FENCE
(SEE DETAIL 5/C-501)
OCEAN
TOE OF SLOPE
BERM EL 6.0'
LAND
1V:5H (TYP)
SAND FENCE
SEAWARD TOE TO DUNE C (TYP)
CAPE AMERICAN BEACHGRASS 18" OC25'
1V:5H (TYP)
TOE OF SLOPE
CREST
(SEE DETAIL 1&2/C-501)
SURVEY & CONSTRUCTION
℄ NEW DUNE
1. IN AREAS OF EXISTING DUNES, FULL DUNE CONSTRUCTION SHOWN HERE
MAY NOT BE REQUIRED. SEE BEACHFILL CROSS SECTION SHEETS.
PLANTING IS NOT REQUIRED ON EXISTING DUNES.
2. DUNE EMBANKMENT WIDTH VARIES TOE-TO-TOE
L
DISTANCE FROM BASELINE (FEET)
BL
EL +6.01
65'
(SEE PLAN)
VARIES
-10
-20
-30 9008007006005004003002001000-100
MLW -2.44
MHW +1.57
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
BEACH
CONSTRUCTION
TEMPLATE
SEAWARD EDGE OF BERM
EXISTING GROUND
SEAWARD DUNE SLOPE
(SEE NOTE 6)
VARIES
(SEE PLAN)
EL +10.0
-5
-15
-25
-10
-20
-30
-5
-15
-25
CREST
SURVEY &
CONSTRUCTION
DUNE
BERM
TOE OF SLOPE
VARIES
CONSTRUCTION
WORK
LIMIT
(VARIES)
TO OCEAN
℄ DUNE
FILL AREAS AND QUANTITIES
SHOWN ON PLAN SHEETS
SAND FENCE AS REQUIRED
(SEE DETAIL 5/C-501)
BEACHFILL BERM
DUNE GRASS REPAIR, SEE
DETAILS 1&2/C-501
DISTANCE FROM BASELINE (FEET)
EL +6.0
(SEE PLAN)
VARIES
-10
-20
-30 9008007006005004003002001000-100
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
BL
SURVEY &
BEACH CONSTRUCTION
TEMPLATE
SEAWARD EDGE OF BERM
LANDWARD EDGE OF BERM
EXISTING GROUND
VARIES
(SEE PLAN)
MLW -2.44
MHW +1.57
CONSTRUCTION
BERM
-10
-20
-30
-5
-15
-25
-5
-15
-25
TOE OF SLOPE
VARIES
CONSTRUCTION
WORK
LIMIT
(VARIES)
D
2 3
C
4 5
A
B
1 2 3 4 5
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C-301
PHILADELPHIA
NTS2 TYPICAL SECTION - STA. 12+90 TO STA. 27+672 TYPICAL SECTION - STA. 12+90 TO STA. 27+67 NTS3 TYPICAL SECTION - STA. 27+67 TO STA. 50+003 TYPICAL SECTION - STA. 27+67 TO STA. 50+00
NTS4 TYPICAL SECTION - PEDESTRIAN CROSSOVER4 TYPICAL SECTION - PEDESTRIAN CROSSOVER NTS5 TYPICAL SECTION - DUNE STA. 27+67 TO STA. 50+005 TYPICAL SECTION - DUNE STA. 27+67 TO STA. 50+00
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-302 FOR CROSS SECTIONS AND C-401 FOR ENLARGED PEDESTRIAN CROSSOVER PLAN VIEW.
3. THE CONTRACTOR MAY BE REQUIRED TO HAND PLACE BEACHFILL MATERIAL BENEATH EXISTING STAIRS.
4. THE EXTENT OF THE EXISTING DUNES WILL VARY DUE TO DYNAMIC CONDITIONS. THE LOCATION OF EXISTING DUNES SHOWN ON THE PLANS ARE
APPROXIMATE.
5. GAP BETWEEN GEOTEXTILE MATERIAL AND BASE MATERIAL SHOWN FOR CLARITY ONLY; THE GEOTEXTILE SHALL TURN VERTICAL AT THE EDGES FOR
ONE-HALF THE TOTAL THICKNESS OF THE SECTION.
6. THE CONTRACTOR SHALL RECONSTRUCT THE SEAWARD DUNE SLOPE TO 5H:1V FROM STA. 27+67 TO STA. 40+00. THE SLOPE OF THE DUNE TO BE RECONSTRUCTED IS AT/ONLY THESE STATIONS UNLESS OTHERWISE DIRECTED IN THE FIELD BY THE COR.
7. IN AREAS OF EXISTING DUNES, FULL DUNE CONSTRUCTION SHOWN IN DETAIL 1, MAY NOT BE REQUIRED. SEE BEACHFILL CROSS SECTION SHEETS AND
PLAN SHEET FOR CROSS OVER EXTENTS. PLANTING IS NOT REQUIRED ON EXISTING DUNES.
8. DUNE EMBANKMENT WIDTH VARIES TOE-TO-TOE.
9. THE TYPICAL SECTIONS ARE SHOWN LOOKING BACK STATION ALONG THE SURVEY & CONSTRUCTION BASELINE.
NTS6 DETAIL - DUNE REPAIR6 DETAIL - DUNE REPAIR
NTS1 TYPICAL SECTION STA 2+00 TO STA 12+901 TYPICAL SECTION STA 2+00 TO STA 12+90 a a a a a a a
-10
140013001200110010009008007006005004003002001000
-20
-10
-20
DISTANCE FROM BASELINE (FEET)
-10
140013001200110010009008007006005004003002001000
-20
-10
-20
DISTANCE FROM BASELINE (FEET)
-10
14001300120011001000900800 7006005004003002001000
-20
-10
-20
DISTANCE FROM BASELINE (FEET)
-10
140013001200110010009008007006005004003002001000
-20
-10
-20
DISTANCE FROM BASELINE (FEET)
-10
140013001200110010009008007006005004003002001000
-20
-10
-20
DISTANCE FROM BASELINE (FEET)
-10
140013001200110010009008007006005004003002001000-100
-20
-10
-20
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
STA. 25+00
STA. 20+00
STA. 15+00
STA. 40+00
STA. 35+00
STA. 30+00
-10
140013001200110010009008007006005004003002001000-100
-20
-10
-20
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
STA. 45+00
MLW -2.9 (TYP)
MHW +1.3 (TYP)
-15
-25
-5
-15
-25
-5
-15
-25
-5
-15
-25
-5
-15
-25
-5
-15
-25
-15
-25
-5
-15
-25
-5
-15
-25
-5
-15
-25
-5
-15
-25
-5
-15
-25
-5
-15
-25
-5
-15
-25
-5
-10
140013001200110010009008007006005004003002001000
-20
-10
-20
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
STA. 10+00
MLW -2.9 (TYP)
MHW +1.3 (TYP)
-15
-25
-5
-15
-25
-5
EXISTING BEACH
CROSS SECTION (TYP)
BEACHFILL CONSTRUCTION
TEMPLATE (TYP)
STA. 2+00
· BEGIN BERM TEMPLATE
· BEGIN TAPER BERM TO EXIST GROUND (EL. 6.0')
STA. 50+00
· END FILL TEMPLATE
· END TAPER BERM TO EXIST GROUND (EL. 6.0')
· END DUNE RECONSTRUCTION
STA. 45+00
· BEGIN TAPER BERM TO EXIST GROUND (EL. 6.0')
STA. 15+00
END TAPER
EXISTING BULKHEAD & WALKWAY
· STA. 12+90 TO STA. 28+02
STA. 27+67
· BEGIN DUNE RECONSTRUCTION
STA. 28+00
· END BULKHEAD
BEACHFILL CONSTRUCTION
TEMPLATE (TYP)
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
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ST
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2+
T O
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C-302
PHILADELPHIA
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET G-003 FOR SURVEY AND CONSTRUCTION BASELINE.
3. SEE SHEET C-301 FOR TYPICAL SECTIONS.
4. THE INFORMATION DEPICTED ON THESE CROSS SECTIONS ARE THE
RESULTS OF SURVEYS CONDUCTED IN AUGUST 2022, AND CAN
ONLY BE CONSIDERED REPRESENTATIVE OF THE GENERAL
CONDITIONS AT THIS TIME.
5. ALL CROSS SECTIONS ARE TAKEN ALONG THE PRE/POST
PLACEMENT CONDITION PROFILE LINES, SEE SHEET G-003 FOR
ORIGIN POINTS AND AZIMUTHS. THE CROSS SECTIONS ARE SHOWN
LOOKING BACK STATION ALONG THE SURVEY & CONSTRUCTION
BASELINE.
6. THE TOE OF SLOPE OF THE BEACHFILL TEMPLATE VARIES AND
SHALL TIE INTO EXISTING GROUND.V: 10 5 0 10 20
50 0 100 200H: 100
SCALE IN FEET
VA
RI
ES
1V :5H
RAIL FENCE
(TYP)
℄ OF DUNE
CREST EL +10.0
4C-301
SEAWARD TOE OF
DUNE EL. +6.0
LANDWARD TOE OF DUNE
AND SAND FENCE ELEV VARIES
1V :5H
VA
RI
ES
8' (TYP)
SAND FENCE
(TYP)
SAND FENCE
(TYP)
1V :7H
1V:7H
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
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PHILADELPHIA
1 PLAN - TYPICAL PEDESTRIAN CROSSOVER1 PLAN - TYPICAL PEDESTRIAN CROSSOVER
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-301 FOR TYPICAL SECTIONS.
3. SEE SHEET C-302 FOR CROSS SECTIONS.
4. THE CROSS SECTIONS ARE LOOKING BACK STATION ALONG THE SURVEY AND CONSTRUCTION BASELINE.
5. CROSSOVER WALKING SURFACE IS FLAT IN THE TRANSVERSE DIRECTION.
6. CROSSOVER REPAIR SHALL BE CONSTRUCTED TO MATCH ALIGNMENT AND CONSTRUCTION OF EXISTING CROSSOVER.
7. THE CONTRACTOR MAY BE REQUIRED TO HAND PLACE MATERIAL BENEATH EXISTING STAIRS.
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PHILADELPHIA
1 PLAN - BORROW AREA1 PLAN - BORROW AREA
File details come from the government source that posted it. Updated .