W912BU19B0008-Dwgs.pdf
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- Beachfill Renourishment Federal contract opportunity
- Solicitation number
- W912BU19B0008
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| File | Type | Posted |
|---|---|---|
| W912BU-19-B-0008_Dwgs-AM0002.pdf | ||
| W912BU-19-B-0008_Specs-AM0002.pdf | ||
| B.08.03.Amendment0001.pdf | ||
| W912BU19B0008-Specs.pdf |
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SUBMITTED:
APPROVED:
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
PETER M. TRANCHIK, P.E.
CHIEF, ENGINEERING BRANCH
ANDREW J. SCHWAIGER, P.E.
THIS PROJECT WAS DESIGNED BY THE
PHILADELPHIA DISTRICT OF THE U.S.
ARMY CORPS OF ENGINEERS. THE
INITIALS OR SIGNATURES AND
REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE
SCOPE OF THEIR EMPLOYMENT AS
REQUIRED BY ER 1110-1-8152.
US Army Corps of Engineers
DISTRICT
D A
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SHEET NUMBER
B Y
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SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
G-001
O C
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H I P
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F N
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B U
B
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D E
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H I A
PHILADELPHIA
GREAT EGG HARBOR INLET TO TOWNSENDS INLET; & PECK BEACH
BEACHFILL - RENOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
OCEAN CITY, UPPER TOWNSHIP, SEA ISLE CITY
100% RTA - 13 JUNE 2019
W912BU-19-B-0008
DRAWING INDEX
SHEET NUMBER DESCRIPTION
GENERAL
G-001
COVER SHEET
C-001
GENERAL INFORMATION SHEET
C-002
GENERAL PLAN - BORROW AREAS
OCEAN CITY
C-101-A
GENERAL PLAN
C-102-A
PLAN - HORIZONTAL GEOMETRY
C-103-A
HORIZONTAL GEOMETRY - CWL
C-104-A
PLAN - STA. 0+00 TO STA. 31+88.6
C-105-A
PLAN - STA. 31+88.6 TO STA. 66+98.8
C-106-A
PLAN - STA. 66+98.8 TO STA. 105+53.0
C-107-A
PLAN - STA. 105+53.0 TO STA. 142+15.9
C-108-A
PLAN - STA. 229+73.36 TO STA. 266+90.60
C-109-A
PLAN - STA. 266+90.60 TO STA. 302+12.73
C-110-A
PLAN - STA. 302+12.73 TO STA. 337+24.00
C-111-A
PLAN - STA. 337+24.00 TO STA. 372+38.85
C-112-A
PLAN - STA. 372+38.85 TO STA. 385+50.00
C-301-A
TYPICAL BEACHFILL SECTIONS
C-302-A
TYPICAL BEACHFILL SECTIONS
C-303-A
CROSS SECTIONS - STA. 2+69 TO STA. 64+00
C-304-A
CROSS SECTIONS - STA. 70+00 TO STA. 111+00
C-305-A CROSS SECTIONS - STA. 294+75.08 TO STA. 378+32.08
UPPER TOWNSHIP
C-101-B
GENERAL PLAN
C-102-B
PLAN - HORIZONTAL GEOMETRY
C-103-B
HORIZONTAL GEOMETRY - CWL
C-104-B
PLAN - STA. 0+00 TO STA. 13+82.11
C-105-B
PLAN - STA. 13+82.11 TO STA. 50+20.04
C-106-B
PLAN - STA. 50+20.04 TO STA. 85+72.89
C-301-B
TYPICAL BEACHFILL SECTIONS
C-302-B
CROSS SECTIONS - STA. 0+50 TO STA. 65+29.11
C-303-B
CROSS SECTIONS - STA. 75+29.11 TO STA. 95+29.11
SEA ISLE CITY
C-101-C
GENERAL PLAN
C-102-C
PLAN - HORIZONTAL GEOMETRY
C-103-C
HORIZONTAL GEOMETRY - CWL
C-104-C
PLAN - STA. 155+88.22 TO STA. 190+97.97
C-105-C
PLAN - STA. 190+97.97 TO STA. 225+98.23
C-106-C
PLAN - STA. 225+98.23 TO STA. 261+01.49
C-107-C
PLAN - STA. 261+01.49 TO STA. 296+26.89
C-108-C
PLAN - STA. 296+26.89 TO STA. 331+64.52
C-109-C
PLAN - STA. 331+64.52 TO STA. 360+50
C-301-C
TYPICAL BEACHFILL SECTIONS
C-302-C
CROSS SECTIONS - STA. 105+29.11 TO STA. 186+85.69
C-303-C
CROSS SECTIONS - STA. 193+85.69 TO STA. 266+54.35
C-304-C
CROSS SECTIONS - STA. 276+54.35 TO STA. 347+55.72
C-305-C
CROSS SECTIONS - STA. 352+00.00 TO STA. 357+00.00
CIVIL
C-301
TYPICAL DETAILS - DUNE CROSSOVERS
C-401
PLAN - GREAT EGG HARBOR INLET BORROW AREA
C-402
PLAN - CORSONS INLET BORROW AREA
C-403
PLAN - BORROW AREA L1
C-501
DETAILS
C-502
DETAILS
C-601
SCHEDULE - ENVIRONMENTAL WINDOWS
OF PROJECT
LOCATION
VICINITY MAP
N
OF WORK
LOCATION
LOCATION MAP
N
NTS NTS
AutoCAD SHX Text Pittsburgh
AutoCAD SHX Text
VIRGINIA
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WEST
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LAKE
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ERIE
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CANADA
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BAY
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DELAWARE
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AutoCAD SHX Text Roanoke
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AutoCAD SHX Text Washington
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VIRGINIA
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BAY
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CHESAPEAKE
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DELAWARE
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CONNECTICUT
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LONG ISLAND
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MARYLAND
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JERSEY
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NEW
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NEW YORK
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PENNSYLVANIA
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LONG ISLAND SOUND
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MASS.
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ISLAND
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RHODE
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AutoCAD SHX Text A T L A N T I C O C E A N
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NEW JERSEY
AutoCAD SHX Text Wildwood Crest
AutoCAD SHX Text Ocean City
AutoCAD SHX Text Strathmere
AutoCAD SHX Text Wildwood
AutoCAD SHX Text North Wildwood
AutoCAD SHX Text Stone Harbor
AutoCAD SHX Text Avalon
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AutoCAD SHX Text Marmora
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AutoCAD SHX Text Woodbine
AutoCAD SHX Text Tackahoe
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AutoCAD SHX Text Villas
AutoCAD SHX Text Cape May
AutoCAD SHX Text Cold Spr
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AutoCAD SHX Text Burleigh
AutoCAD SHX Text Swainton
AutoCAD SHX Text S. Dennis
AutoCAD SHX Text Dennisville
AutoCAD SHX Text Ocean View
AutoCAD SHX Text Atlantic
AutoCAD SHX Text Beach
AutoCAD SHX Text Delaware Bay
AutoCAD SHX Text Hereford Inlet
AutoCAD SHX Text Townsends Inlet
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AutoCAD SHX Text Ocean City
AutoCAD SHX Text Cape May
X-1011
VIEW NAME
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
X-101
X:XXXX
META
E XXXX
N XXXX
R=XXX'
LOCATION/IDENTFICATION OF UNDER
WATER CULTURAL ANTIQUITY W/
EXCLUSION ZONE
SURVEY BASELINE
STATION
OFFSET
40+00
VIBRACORE BORING DESIGNATION
FILL SLOPE AND BERM LINE
CROSS-SECTION & DETAIL LEGEND
CONTRACTOR WORK LIMIT
CONTRACTOR WORK LIMIT POINT
REFERENCE NUMBER/POINT LOCATION
XXX
TIDAL REFERENCE (LOCATION)
MLW
NAVD 88
MHW
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 JERSEY STATE PLANE COORDINATE SYSTEM (NAD 1983).
3. THE CONTRACTOR WORK LIMIT COORDINATES SHALL BE AS SHOWN ON SHEETS C-103-A, C-103-B AND C-103-C.
4. THE CONTRACTOR SHALL STAGE AND ACCESS THE SITE FROM THE LOCATIONS SHOWN ON SHEETS C-101-A, C-101-B AND C-101-C. SEE THE
CONTRACT SPECIFICATIONS FOR CONTRACTOR ACCESS RESTRICTIONS.
5. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN AUGUST OF 2018, AND CAN ONLY BE CONSIDERED REPRESENTATIVE
OF THE CONDITIONS OCCURRING AT THAT TIME.
6. THE CONTRACTOR MUST COORDINATE WITH ALL APPROPRIATE UTILITY COMPANIES AND THE USACE RESIDENT OFFICE FOR MARK-OUT OF
ONSITE UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES.
7. CONTRACTOR SHALL REMOVE AND REPLACE ANY SAND FENCE THAT MAY INTERFERE WITH BERM CONSTRUCTION.
CLOUD
REVISION & AMENDMENT
CLOUD AND SYMBOL
REVISION SYMBOL
(NUMERIC)
AMENDMENT SYMBOL
(ALPHA)
1 a
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
HORIZONTAL AND VERTICAL CONTROL
MARKER
LINE TYPE LEGEND
BEACHFILL PLAN SYMBOLS LEGEND
SCALE=NTS
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 X
H: X
SCALE IN FEET/METERS
(SINGLE SCALE, SCALE BAR)
SCALE IN FEET/METERS
(HORIZONTAL/VERTICAL SCALE BAR)
ABBREVIATIONS
ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION
AD AREA DRAIN FF FINISHED FLOOR PSI POUNDS PER SQUARE INCH
ADDL ADDITIONAL FIN FINISH PIV POST INDICATOR VALVE
AFF ABOVE FINISHED FLOOR FL FLOOR RAD RADIUS
BD BOARD FM FORCE MAIN REINF REINFORCEMENT
BIT BITUMINOUS FT
FOOT, FEET
REM REMOVABLE
BL BASE LINE FTG FOOTING ROW RIGHT OF WAY
BLDG BUILDING G GROUND S SOUTH
BM BEAM GOVT GOVERNMENT SCH SCHEDULE
BMP BEST MANAGEMENT PRACTICE GR GRADE SECT SECTION
BOT BOTTOM HORIZ HORIZONTAL SPEC SPECIFICATION
BVCE BEGINNING OF VERTICAL CURVE ELEVATION HS HIGH STRENGTH SPRT SUPPORT
BVCS BEGINNING OF VERTICAL CURVE STATION HT HEIGHT SQ SQUARE
C CENTERLINE HVY HEAVY SST STAINLESS STEEL
CMU CONCRETE MASONRY UNIT IN INCH STA STATION
CO CLEAN OUT INSUL
INSULATION, INSULATED
STD STANDARD
COL COLUMN IINT INTERIOR STRUCT STRUCTURAL
CONC CONCRETE INV INVERT SUSP SUSPENDED
CONSTR CONSTRUCTION LL LIVE LOAD SYS SYSTEM
CONT CONTINUOUS LP LOW POINT TEMP TEMPORARY
CTRL CONTROL LT LIGHT TD TRENCH DRAIN
CWL CONTRACTOR WORK LIMITS LVC LENGTH OF VERTICAL CURVE TDO TRENCH DRAIN OUTLET PIPE
DET DETAIL JCT JUNCTION TELE TELEPHONE
DGA DENSE GRADED AGGREGATE MATL MATERIAL TOPO TOPOGRAPHY
DIA DIAMETER MAX MAXIMUM TYP TYPICAL
DIM DIMENSION MIN MINIMUM UD UNDERDRAIN
DL DEAD LOAD MISC MISCELLANEOUS UDO UNDERDRAIN OUTLET PIPE
DWG DRAWING
(N)
NEW 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\(E)
EXISTING PI POINT OF INFLECTION W WEST
EXP
EXPANSION, EXPOSED
PIV POINT OF VERTICAL INFLECTION WL WATER LEVEL
EXP JT EXPANSION JOINT POT POINT OF TANGENT WS WATER SURFACE
EXT EXTERIOR PMP PROBABLE MAXIMUM PRECIPITATION W/O WITHOUT
FIG FIGURE SINGLE PNL PANEL
FDTN FOUNDATION PSF POUNDS PER SQUARE FOOT
DIRECTION OF MAGNETIC
NORTH
NNORTH
PLAN
MAGNETIC
NORTH
PLAN
NORTH
NORTH SYMBOLS
REVERSE PEDESTRIAN CROSSOVER
STANDARD PEDESTRIAN CROSSOVER
CONTRACTOR STORAGE AND STAGING
AREA
NORTHING AND EASTING COORDINATES
CENTERLINE/SURVEY-
CONSTRUCTION BASELINE (℄-)
EXISTING ROAD
EXISTING PAPER STREET
EXISTING MEAN HIGH WATER
EXISTING MEAN LOW WATER
BEACHFILL TEMPLATE
X X X X X X
X
EXISTING SAND FENCE
EXISTING FENCE
EXISTING OUTFALL
BORROW AREA LIMIT
EXISTING MAJOR CONTOUR LINE
EXISTING MINOR CONTOUR LINE
SAND FENCE
EXISTING GROUND LINE
BEACHFILL TEMPLATE
BEACHFILL TEMPLATE (NO WORK
REQUIRED AT TIME OF SURVEY)
MEAN HIGH WATER
MEAN LOW WATER
DUNE WITH GRASS
STRAIGHT SAND FENCE
ZIG-ZAG SAND FENCE
COMBINATION VEHICULAR AND
STANDARD PEDESTRIAN CROSSOVER
ADA ACCESSIBLE CROSSOVER
STATION
OFFSET
SEAWARD EDGE OF BERM
STATION OFFSET
CONTRACTOR ACCESS AREA
EXISTING STONE GROIN
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
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C-001
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52ND STREET
AutoCAD SHX Text
15TH STREET
AutoCAD SHX Text -50
-49
LIMIT OF BEACHFILL
U
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A
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N
S T
A
LIMIT OF BEACHFILL
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S T
A
S U
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S T
A
LIMIT OF BEACHFILL
LIMIT OF BEACHFILL (OCEAN CITY SOUTH)
LIMIT OF BEACHFILL (OCEAN CITY NORTH)
S U
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S T
A
S U
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S T
A
S U
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L1 BORROW AREA
(SEE NOTES 4 AND 5)
CORSON'S INLET
BORROW AREA
(SEE NOTES 4 AND 5)
GREAT EGG HARBOR
INLET BORROW AREA
(SEE NOTE 3)
C-101-C
C
A
C-101-A
C-101-BC-101-C
(SEA ISLE CITY SOUTH)
(SEA ISLE CITY NORTH) (UPPER TOWNSHIP)
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
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GENERAL PLAN - BORROW AREAS
GENERAL PLAN - BORROW AREAS
NORTH
PLAN
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. SURVEY AND CONSTRUCTION BASELINE NOT SHOWN FOR
CLARITY.
3. FOR COORDINATES OF BORROW AREA AND ADDITIONAL
DETAILS REGARDING ORDER OF DREDGING WITHIN SUB
AREAS, SEE SHEET C-401 FOR GREAT EGG HARBOR INLET
BORROW AREA. GREAT EGG HARBOR INLET BORROW AREA
MUST BE USED FOR OCEAN CITY NORTH.
4. CORSONS INLET BORROW AREA MUST BE USED FOR
OCEAN CITY SOUTH AND UPPER TOWNSHIP. L1 BORROW
AREA MAY BE USED FOR OCEAN CITY SOUTH AND UPPER
TOWNSHIP ONLY AFTER CORSONS INLET BORROW AREA,
AREAS C1-A NORTH AND C1-A SOUTH HAVE BEEN DREDGED
TO THEIR ALLOWABLE DEPTHS. FOR COORDINATES OF
BORROW AREA AND ADDITIONAL DETAILS REGARDING
ORDER OF DREDGING WITHIN SUB AREAS, SEE SHEET C-402
FOR CORSONS INLET AND C-403 FOR L1.
5. FOR SEA ISLE CITY NORTH AND SOUTH, EITHER CORSONS
INLET OR L1 BORROW AREAS (OR BOTH) MAY BE USED.
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POOL
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OCEAN DRIVE
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LANDIS AVENUE
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93RD STREET
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92ND STREET
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91ST STREET
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90TH STREET
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89TH STREET
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88TH STREET
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87TH STREET
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LANDIS AVENUE
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86TH STREET
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PLEASURE AVENUE
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84TH STREET
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83RD STREET
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EAST LANDIS AVENUE
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RANDOLPH RD.
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PUTNAM RD.
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JASPER RD
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TAYLOR AVE
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NELSON AVE
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BEACH ROAD
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ST. CHARLES PLACE
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ST. JAMES PLACE
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NORTH STREET
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MUSIC
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OCEAN
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EXIST TIMBER GROIN
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CHELSEA PLACE
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EXISTING 16"%%C D.I.P.
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EXISTING TIMBER GROIN
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INV. EL. 1.58
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INV. EL. 3.75
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9' MIN.
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PILINGS
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CONC. PAD
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PILING
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PILINGS
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STA. 179+85
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STA. 236+11
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STA. 301+84
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STA. 357+00
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STA. 4+50
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STA. 65+59
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STA. 292+89
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STA. 384+47
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STA. -0+81.63
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STA. 112+61
AutoCAD SHX Text 2500'
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SCALE IN FEET
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SCALE IN FEET
1250'
C-112-A
C-111-A C-110-A
C-109-A
C-108-A
ATLANTIC OCEAN
LIMIT OF BEACHFILL (OCEAN CITY)
S U
R V
N
S T
A
S U
R V
N
S T
A
CORSON'S INLET
STATE PARK
T
H
S
T R
E E
T
CONTRACTOR STAGING
AND STORAGE AREA
CONTRACTOR STAGING
AND STORAGE AREA
CONTRACTOR STAGING
AND STORAGE AREA
OCEAN CITY
OCEAN CITY
OCEAN CITY
OCEAN CITY
OCEAN CITY
C-107-A
C-106-A
C-105-A
C-104-A
OCEAN CITY
OCEAN CITY
OCEAN CITY
OCEAN CITY
ATLANTIC OCEAN
GREAT EGG
HARBOR INLET
CONTRACTOR STAGING
AND STORAGE AREA
LIMIT OF BEACHFILL (OCEAN CITY)
S U
R V
N
S T
A
S U
R V
N
S T
A
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N T
E H
S S
P S
S P
P H
I L A
D E
L P
H I A
-W
B U
B
J U
C
N
E R
A
N d w g
G E
N E
R A
L
P
L A
N
G R
E A
T
E
R
B O
R
I N
L E
T
T
O
T
O W
N S
E N
L E
T
C
K
B
E A
C H
B E
A C
H F
I L
L
R
E N
O U
R I S
H M
E N
T
C A
U
N T
Y
N
R S
E Y
O C
E A
N
C
I T
Y
U
P P
W
N S
H I P
S
T
Y
C-101-A
PHILADELPHIA
GENERAL PLAN - OCEAN CITY (SOUTH)
GENERAL PLAN - OCEAN CITY (SOUTH)
NORTH
PLAN
GENERAL PLAN - OCEAN CITY (NORTH)
GENERAL PLAN - OCEAN CITY (NORTH)
NORTH
PLAN
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. SEE SHEET C-002 FOR GENERAL PLAN SHOWING BORROW
AREAS.
3. SURVEY AND CONSTRUCTION BASELINE NOT SHOWN FOR
CLARITY.
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POOL
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CENTRAL AV.
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46 STREET
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47 STREET
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ASBURY AV.
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CENTRAL AV.
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44 STREET
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CENTRAL AVE.
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ASBURY AVE.
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48 STREET
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MERION ST
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ST. DAVIDS ST
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49 STREET
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42 STREET
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41 STREET
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40 STREET
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ASBURY AVE.
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38 STREET
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37 STREET
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50 STREET
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51 STREET
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ASBURY AVE.
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53 STREET
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55 STREET
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56 STREET
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CENTRAL AVE.
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ASBURY AVE.
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57 STREET
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58 STREET
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35 STREET
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34 STREET
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CENTRAL AVE.
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ASBURY AVE.
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EXIST. 1 STY FRAME RESTROOM AND SHED
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CENTRAL AVE.
AutoCAD SHX Text 34th STREET
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STA. 292+89
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STA. 384+47
AutoCAD SHX Text S
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EAST ATLANTIC BLVD.
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BEACH ROAD
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SEAVIEW ROAD
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WAVERLY BLVD.
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CORINTHIAN AVENUE
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PARK PLACE
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DELANCY PLACE
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PENNLYN PLACE
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ST. CHARLES PLACE
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STENTON PLACE
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NORTH STREET
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EXISTING BOARDWALK
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MORNINGSIDE AVE.
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BRIGHTON PLACE
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RAMP
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AutoCAD SHX Text 9th STREET
AutoCAD SHX Text
MOORLYN AVENUE
AutoCAD SHX Text 8th STREET
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PLYMOUTH PLACE
AutoCAD SHX Text 7th STREET
AutoCAD SHX Text
WAYNE
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text
PLAZA PLACE
AutoCAD SHX Text 6th STREET
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MUSIC
AutoCAD SHX Text
PIER
AutoCAD SHX Text S
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RAMP
AutoCAD SHX Text
RAMP
AutoCAD SHX Text S
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AutoCAD SHX Text 10th STREET
AutoCAD SHX Text S
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AutoCAD SHX Text S
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STREET
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OCEAN
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BOULEVARD
AutoCAD SHX Text 13th
AutoCAD SHX Text 14th STREET
AutoCAD SHX Text S
AutoCAD SHX Text S
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AutoCAD SHX Text S
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AutoCAD SHX Text 12th STREET
AutoCAD SHX Text 11th STREET
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EXISTING BOARDWALK
AutoCAD SHX Text
EXISTING FISHING PIER
AutoCAD SHX Text S
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AVENUE
AutoCAD SHX Text 15th STREET
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AutoCAD SHX Text 17th STREET
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CHELSEA PLACE
AutoCAD SHX Text S
AutoCAD SHX Text
EXIST 24"%%C DIP
AutoCAD SHX Text
INV EL 1.42
AutoCAD SHX Text
PILINGS
AutoCAD SHX Text
ROW OF PILINGS
AutoCAD SHX Text
ROW OF PILINGS
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text
TIMBER BULKHEAD
AutoCAD SHX Text
PILING
AutoCAD SHX Text
PILINGS
AutoCAD SHX Text
STA. -0+81.63
AutoCAD SHX Text
STA. 112+61
AutoCAD SHX Text 500'
AutoCAD SHX Text 500'
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SCALE IN FEET
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AutoCAD SHX Text 250'
AutoCAD SHX Text
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AutoCAD SHX Text 500'
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O
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PROFILE OC017
PROFILE OC016
PROFILE OC014
P R
O F
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SURVEY & CONSTRUCTION
BASELINE (TYP)
CONSTRUCTION
BASELINE PI (TYP)
345+
P
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P R
O F
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O C
P R
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IL
E
O C
P R
O F
IL
E
O C
SURVEY & CONSTRUCTION
BASELINE (TYP)
CONSTRUCTION
BASELINE PI (TYP)
345+
P R
O
F
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P R
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P R
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P R
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O C
.1
PROFILE LINE (CROSS SECTION) CONTROL POINTS
PROFILE ID BASELINE STATION NORTHING EASTING AZIMUTH NORTH
OC003 2+69 167173.06 477417.71 87.17
OC005 11+00 166360.47 477244.14 98.86
OC007 18+00 165671.14 477118.46 104.03
OC008A 22+00 165284.05 477021.74 104.03
OC009 26+00 164945.37 476822.67 128.21
OC011 34+00 164316.83 476327.76 128.21
OC013 41+50 163735.48 475854.27 130.91
OC014 50+26 163073.57 475280.64 135.15
OC016 58+70 162459.63 474703.61 135.15
OC017 64+00 162101.34 474312.59 137.47
OC018A 70+00 161763.64 473826.19 154.31
OC019 75+00 161539.80 473378.04 152.50
OC020A 83+00 161169.67 472666.00 155.73
OC021 88+00 160965.24 472212.91 155.73
OC022 93+00 160759.66 471756.92 155.73
OC023A 99+00 160514.46 471210.07 156.34
OC024 103+00 160353.64 470842.96 156.34
OC025A 111+00 160019.83 470116.63 149.00
OC026 118+00 159659.78 469517.40 149.00
OC027A 124+00 159331.16 469015.14 143.96
OC028 128+00 159096.06 468692.02 143.96
OC030 138+00 158507.98 467883.43 143.96
OC031 143+37 158159.62 467473.61 137.11
OC032 148+00 157861.46 467120.66 139.69
OC034 158+00 157214.48 466358.07 139.69
OC035 165+92 156667.66 465787.21 137.11
OC037 173+00 156162.32 465290.56 134.49
OC039 183+00 155448.94 464589.88 134.49
OC041 193+50 154689.05 463866.51 130.11
OC043 203+00 153991.54 463221.51 132.74
OC045 213+00 153257.10 462542.87 132.74
OC047 223+00 152512.30 461875.07 131.44
OC049 233+00 151762.69 461213.23 131.44
OC050 238+00 151387.83 460882.31 131.44
OC051 243+34 150986.83 460528.13 128.11
OC052 254+98.52 150073.57 459805.47 128.19
OC053 266+72.94 149164.25 459062.61 127.06
OC054 277+97.08 148264.49 459388.72 127.06
OC063 286+00 147621.80 457907.50 127.06
OC055 294+75.08 146921.34 457382.93 124.79
OC064 303+00 146242.30 456914.60 124.79
OC065 313+00 145419.00 456346.80 124.79
OC056 322+76.97 144614.72 455792.30 124.79
OC066 334+00 143690.50 455154.67 124.79
OC057 345+20.10 142768.24 454518.66 125.69
OC058 356+38.82 141857.11 453869.53 125.69
OC067 364+50 141196.20 453399.10 125.69
OC059 378+32.08 140070.26 452597.72 122.45
CONSTRUCTION BASELINE POINTS
PI/P.O.T. STA. NORTHING EASTING
0+00.00 167433.80 477480.55
8+35.61 166621.44 477284.82
16+00.78 165865.39 477167.01
23+29.16 165158.74 476990.43
38+86.87 163934.74 476026.96
55+69.05 162663.47 474925.31
67+23.32 161883.18 474074.73
72+77.97 161642.77 473574.89
83+02.54 161169.71 472666.07
97+82.77 160561.19 471316.71
109+88.90 160077.12 470211.98
121+37.06 159485.85 469227.77
216+37.49 153008.07 462312.70
244+18.15 150923.49 460472.42
260+92.40 149606.32 459438.90
266+72.94 149164.25 459062.61
294+75.07 146921.34 457382.93
345+20.10 142768.24 454518.66
385+54.15 139482.04 452178.91
D
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US Army Corps of Engineers
DISTRICT
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SHEET NUMBER
B Y
D E
S C
R I P
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I S
S U
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U B
M I T
T A
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D I S
T R
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D W
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R E
V I E
W E
D
B
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D E
S
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P L O
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S
C A
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C K
D
B
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E H
S S
P S
S P
P H
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D E
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H I A
-W
B U
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J U
C
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H
O R
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T A
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M E
T R
Y d w g
P L
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G R
E A
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B O
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I N
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B E
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H F
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H I P
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C-102-A
PHILADELPHIA
PLAN - HORIZONTAL GEOMETRY (OCEAN CITY SOUTH)
PLAN - HORIZONTAL GEOMETRY (OCEAN CITY SOUTH)
PLAN - HORIZONTAL GEOMETRY (OCEAN CITY NORTH)
PLAN - HORIZONTAL GEOMETRY (OCEAN CITY NORTH)
PLAN - HORIZONTAL GEOMETRY (OCEAN CITY SOUTH)
PLAN - HORIZONTAL GEOMETRY (OCEAN CITY SOUTH)
NORTH
PLAN
NORTH
PLAN
NORTH
PLAN
STA. -0+81 TO STA. 126+00
STA. 212+84.24 TO STA. 344+19.25
STA. 344+19.25 TO STA. 385+54.15
MATCHLINE MATCHLINE
RE: 2/C-102-A RE: 2/C-102-A
MATCHLINE MATCHLINE
RE: 3/C-102-A RE: 3/C-102-A
AutoCAD SHX Text -5+00
AutoCAD SHX Text -10+00
AutoCAD SHX Text -11+87
AutoCAD SHX Text 500'
AutoCAD SHX Text 500'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text 250'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text 500'
AutoCAD SHX Text 500'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text 250'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text 500'
AutoCAD SHX Text 500'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text 250'
SCALE IN FEET
TABLE: COORDINATES
POINT NUMBER
NORTHING
167211.5
167590.0
167516.8
167167.4
166232.7
165877.3
165678.8
165380.6
165077.2
164998.2
164914.2
164705.3
164614.0
164617.6
164692.0
164682.7
164614.4
164574.7
164374.9
164370.3
164333.5
164288.2
164214.9
164121.5
164019.4
163990.6
163944.9
163939.2
163685.2
163639.4
163514.2
163511.8
162802.3
162625.1
162413.6
162327.5
162160.6
162038.7
161900.8
161839.0
161001.2
160953.6
159762.8
159405.4
158644.9
151551.9
151940.0
151876.1
151873.5
151892.3
151903.4
151898.0
151870.0
151840.7
151838.7
151830.0
151754.7
151716.4
151678.0
151639.7
151524.5
151486.1
151601.3
151562.9
151524.6
151440.7
151401.6
151362.8
151330.7
150215.1
EASTING
478197.3
477461.2
477393.1
477299.4
477150.3
477115.1
477082.6
476979.3
476791.3
476716.0
476681.2
476526.8
476439.0
476403.5
476304.2
476295.9
476382.7
476403.2
476213.4
476191.4
476157.6
476132.7
476065.7
476028.4
475987.6
476016.7
476007.7
475974.8
475721.5
475772.4
475673.0
475676.1
474992.6
474952.3
474742.7
474548.6
474385.0
474304.7
474171.2
474193.6
472415.4
472282.2
469755.7
469270.6
469823.2
461668.8
461178.2
461124.8
461122.6
461099.7
461085.2
461080.8
461115.1
461091.1
461093.5
461086.3
461023.3
460991.2
460959.2
460927.1
461065.4
461033.4
460895.0
460863.0
460830.9
460760.8
460728.6
460697.0
460671.8
459863.1
TABLE: COORDINATES
POINT NUMBER
NORTHING
150194.9
150154.3
150174.6
150043.2
149924.3
149721.8
149691.6
149593.5
149528.6
149625.6
149590.5
149464.1
149399.4
149370.2
149333.7
149301.1
149251.3
149213.8
149174.6
149139.2
149074.7
149009.2
148384.3
148265.9
148182.3
148068.6
148016.5
147913.0
147818.6
147698.9
147614.2
147550.7
147439.1
146961.6
146706.3
146642.1
146576.2
146544.1
146479.6
146445.8
146382.1
146349.3
146284.7
146187.4
146123.2
146032.1
145931.5
145885.3
145831.8
145794.6
145755.8
145729.0
145586.3
145505.4
145468.7
145467.8
145419.6
145402.5
145337.9
145305.1
145260.9
145244.5
145206.7
145173.1
145144.5
145128.3
145094.4
145027.6
145010.7
145045.6
EASTING
459891.1
459861.9
459833.7
459738.5
459593.4
459343.3
459321.5
459457.3
459410.5
459276.3
459251.1
459159.4
459111.0
459090.8
459064.9
459041.0
459005.7
458978.8
458950.7
458924.6
458878.2
458831.8
458378.8
458292.7
458231.9
458151.2
458113.5
458037.5
457969.9
457883.8
457823.6
457777.3
457697.2
457356.3
457168.9
457122.9
457074.4
457049.8
457005.5
456982.4
456935.1
456911.3
456864.3
456794.7
456747.6
456681.0
456610.0
456575.1
456536.6
456509.7
456481.5
456464.5
456369.5
456313.0
456286.8
456288.0
456253.8
456241.7
456194.4
456170.8
456141.2
456129.5
456102.0
456077.9
456055.9
456050.0
456095.8
456048.6
456036.6
455988.1
TABLE: COORDINATES
POINT NUMBER
NORTHING
145046.5
144779.7
144752.4
144679.9
144619.4
144606.2
144605.3
144584.1
144511.4
144495.6
142677.8
142363.4
142254.9
142170.7
142005.9
141404.2
141456.7
140992.5
140933.9
140961.8
140824.1
140793.3
140755.9
140753.4
140645.7
140692.9
140391.4
140405.4
140369.3
140414.1
140448.3
140410.4
140343.3
140320.3
140262.9
140184.1
140066.7
139556.1
139265.2
EASTING
455986.7
455803.8
455785.5
455736.0
455696.7
455688.2
455689.5
455674.9
455629.2
455618.8
454435.1
454227.4
454155.7
454091.7
453980.6
453586.6
453506.0
453263.5
453225.0
453181.0
453091.4
453140.5
453116.4
453120.7
453050.0
452977.2
452780.9
452755.6
452733.9
452656.7
452600.0
452576.0
452535.8
452574.1
452667.9
452619.4
452546.0
452216.8
452625.3
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
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S O
L I C
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A T
I O
N
N
U M
B E
R
F I
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M A
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S
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E
C O
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R A
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B E
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SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N T
E H
S S
P S
S P
P H
I L A
D E
L P
H I A
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B U
B
J U
C
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T A
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C
W L d w g
H O
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T A
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T R
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C
W L
G R
E A
T
E
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B O
R
I N
L E
T
T
O
T
O W
N S
E N
L E
T
C
K
B
E A
C H
B E
A C
H F
I L
L
R
E N
O U
R I S
H M
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T
C A
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N
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H I P
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T
Y
C-103-A
PHILADELPHIA
EXIST STONE
REVETMENT TOP ELEV
3.75 TO 5.25
EXIST GEOTUBES
GRADE BEACHFILL FROM STATION 0+00
TO EXIST GRADE AT THE TOP OF THE
EXIST STONE GROIN
BEACHFILL COVERING
EXIST STONE
GROIN (TYP)
CONTRACTOR ACCESS
(MORNINGSIDE AVE)
CONTRACTOR
WORK LIMIT
CONTRACTOR STAGING AND
MATERIAL STORAGE AREA ALONG
BEACH ROAD
COORDINATE LIMITS WITH CITY
(SEE NOTE 4)
APPROX LANDWARD
EDGE OF BERM
APPROX LANDWARD
EDGE OF BERM
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. SEE CONTRACT SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.
3. CONTRACTOR WORK LIMIT POINTS NOT SHOWN FOR CLARITY. SEE SHEET C-103-A FOR
COORDINATES OF CONTRACTOR WORK LIMIT.
4. THE LOCATION OF THE EXISTING GEOTUBES ARE APPROXIMATE. NO MECHANICAL
EQUIPMENT WILL BE PERMITTED ON THE GEOTUBES. ANY DAMAGE CAUSED BY
CONTRACTOR TO THE GEOTUBES SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE
GOVERNMENT.
5. OUTFALLS MAY BE ALL OR PARTIALLY COVERED BY THE BEACHFILL TEMPLATE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE DRAINAGE OF THESE
STRUCTURES WHILE IN THE 1000' CONSTRUCTION ZONE.
EXIST STONE
GROIN
EXIST STONE GROIN
EXIST STONE
GROIN
EXIST STONE
GROIN
EXIST STONE
GROIN
EXIST 30"Ø DIP
INV EL 1.31
N: 164887.1
E: 477026.8
EXIST 30"Ø DIP
INV EL 1.27
N: 165882.9
E: 477370.5
EXIST 24"Ø DIP
INV EL 2.68
N: 167024.2
E: 477523.2
EXIST TIMBER GROIN
LIMIT OF WORK
STA. -1+20±
STA. 27+23.35
OFF: 265.93 R
N: 165014.48
E: 476537.36
CONTRACTOR WORK
LIMIT (TYP)
SEAWARD EDGE OF
BERM - EL. +8.7
SURVEY AND
CONSTR.
APPROXIMATE
TOE OF FILL
SEAWARD EDGE OF
BERM - EL. +8.7
OCEAN CITY
ATLANTIC OCEAN
G
R
E
R
B
L
E
T
STA: 18+01.00
OFF: 164.12' LT
STA: 23+60.53 FOWARD
OFF: 163.22' LT
STA: 10+99.73
OFF: 166.10' LT
STA: 0+00.00
OFF: 142.20' LT
D
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US Army Corps of Engineers
DISTRICT
D A
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N
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F I
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M A
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C O
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R A
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C-104-A
PHILADELPHIA
PLAN - STA. 0+00 TO STA. 31+88.6 (OCEAN CITY NORTH)
PLAN - STA. 0+00 TO STA. 31+88.6 (OCEAN CITY NORTH)
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EAST ATLANTIC BLVD.
AutoCAD SHX Text
BEACH ROAD
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SEAVIEW ROAD
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WAVERLY BLVD.
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SEASPRAY ROAD
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SURF ROAD
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PILINGS
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ROW OF PILINGS
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CONC. PAD
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PILING
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PILINGS
100'
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AutoCAD SHX Text 50'
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SCALE IN FEET
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NORTH
PLAN
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. SEE CONTRACT SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.
3. CONTRACTOR WORK LIMIT POINTS NOT SHOWN FOR CLARITY. SEE SHEET C-103-A FOR
COORDINATES OF CONTRACTOR WORK LIMIT.
4. OUTFALLS MAY BE ALL OR PARTIALLY COVERED BY THE BEACHFILL TEMPLATE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE DRAINAGE OF THESE
STRUCTURES WHILE IN THE 1000' CONSTRUCTION ZONE.
BEACHFILL COVERING
EXIST STONE GROIN
(TYP)
CONTRACTOR WORK LIMIT
APPROX LANDWARD
EDGE OF BERM
CONTRACTOR WORK
LIMIT (TYP)
EXIST STONE GROIN
EXIST STONE
GROIN
EXISTING STONE GROIN
EXIST 18"Ø DIP.
INV EL 0.97
N: 161695.9
E: 474474.7
EXIST 24"Ø DIP
INV EL -0.25
N: 161999.2
E: 474822.4
EXIST 18"Ø DIP
INV EL 0.21
N: 162858.9
E: 475525.4
EXIST 12"Ø DIP
(OUT OF SERVICE)
EXIST 30"Ø DIP
INV EL -1.14
N: 163294.8
E: 476011.6
EXIST 12"Ø DIP
INV EL 2.10
N: 163830.0
E: 476299.6
APPROX LANDWARD
EDGE OF BERM
SURVEY AND
CONSTR.
APPROXIMATE
TOE OF FILL
APPROXIMATE
TOE OF FILL
SEAWARD EDGE OF
BERM - EL. +8.7SEAWARD EDGE OF
BERM - EL. +8.7
OCEAN CITY
ATLANTIC OCEAN
STA: 34+00.03
OFF: 211.96' LT
STA: 41+50.54
OFF: 234.51' LT
STA: 50+42.06
OFF: 211.02' LT
STA: 58+61.74
OFF: 209.38' LT
EXIST 36"Ø DIP
INV EL -1.25
N: 162447.4
E: 475247.5
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C-105-A
PHILADELPHIA
PLAN - STA. 31+88.6 TO STA. 66+98.8 (OCEAN CITY NORTH)
PLAN - STA. 31+88.6 TO STA. 66+98.8 (OCEAN CITY NORTH)
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CORINTHIAN AVENUE
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BEACH ROAD
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RAMP
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PARK PLACE
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DELANCY PLACE
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PENNLYN PLACE
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ST. CHARLES PLACE
AutoCAD SHX Text 2nd STREET
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ST. JAMES PLACE
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STENTON PLACE
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NORTH STREET
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EXISTING BOARDWALK
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MORNINGSIDE AVE.
AutoCAD SHX Text S
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BRIGHTON PLACE
AutoCAD SHX Text 5th STREET
AutoCAD SHX Text N: 162187.70 E: 474220.53
AutoCAD SHX Text 100'
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SCALE IN FEET
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NORTH
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. SEE CONTRACT SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.
3. CONTRACTOR WORK LIMIT POINTS NOT SHOWN FOR CLARITY. SEE SHEET C-103-A FOR
COORDINATES OF CONTRACTOR WORK LIMIT.
4. CONTRACTOR SHALL CONSTRUCT THE FULL BEACHFILL TEMPLATE UNDER THE MUSIC PIER.
4. LANDWARD EDGE OF FILL AND CONTRACTOR WORK LIMIT (CWL) HAS BEEN ADJUSTED TO
AVOID BEACHFILL ON PRIVATE PROPERTY. RESTRICTED LIMITS ARE AS LABELED ON PLAN.
CONTRACTOR SHALL VERIFY LOCATIONS WITH THE CITY OF OCEAN CITY AND THE COR
BEFORE BEGINNING ANY WORK IN THE VICINITY OF THESE PROPERTIES (SEE CONTRACT
SPECIFICATIONS). LOW GROUND MAY BE ENCOUNTERED IN THESE AREAS, AND THE
CONTRACTOR SHALL USE A METHOD OF SAND PLACEMENT THAT ACCOUNTS FOR THIS
CONDITION.
5. OUTFALLS MAY BE ALL OR PARTIALLY COVERED BY THE BEACHFILL TEMPLATE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE DRAINAGE OF THESE
STRUCTURES WHILE IN THE 1000' CONSTRUCTION ZONE.
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EXIST STONE
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GROIN
EXIST 24"Ø DIP
INV EL 1.91
N: 160330.0
E: 471546.7
EXIST 36"Ø DIP
INV EL 0.01
N: 160498.2
E: 472095.7
EXIST 12"Ø DIP
INV EL 0.79
N: 160705.8
E: 472534.1
EXIST 24"Ø DIP
INV EL 0.01
N: 160760.8
E: 472685.7
EXIST 36"Ø DIP
INV EL 0.59
N: 161320.4
E: 473859.9
SEE NOTE 4
APPROX LANDWARD
EDGE OF BERM
APPROXIMATE
TOE OF FILL
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SEAWARD EDGE OF
BERM - EL. +8.7
SEAWARD EDGE OF
BERM - EL. +8.7
ATLANTIC OCEAN
OCEAN CITY
STA: 67+12.10
OFF: 261.97' LT
STA: 75+00.13
OFF: 220.86' LT
STA: 87+99.70
OFF: 177.56' LT
STA: 92+99.89
OFF: 178.39' LT
STA: 83+02.62
OFF: 176.74' LT
STA: 98+99.20
OFF: 182.87' LT
STA: 103+00.26
OFF: 189.30' LT
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C-106-A
PHILADELPHIA
PLAN - STA. 66+98.8 TO STA. 105+53.0 (OCEAN CITY NORTH)
PLAN - STA. 66+98.8 TO STA. 105+53.0 (OCEAN CITY NORTH)
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AutoCAD SHX Text 9th STREET
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MOORLYN AVENUE
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PLYMOUTH PLACE
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WAYNE
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AVENUE
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PLAZA PLACE
AutoCAD SHX Text 6th STREET
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MUSIC
AutoCAD SHX Text
PIER
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RAMP
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RAMP
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AutoCAD SHX Text 10th STREET
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AutoCAD SHX Text 11th STREET
AutoCAD SHX Text
TIMBER BULKHEAD
AutoCAD SHX Text N: 161108.15 E: 471747.55
AutoCAD SHX Text 100'
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NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. SEE CONTRACT SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.
3. CONTRACTOR WORK LIMIT POINTS NOT SHOWN FOR CLARITY. SEE SHEET C-103-A FOR
COORDINATES OF CONTRACTOR WORK LIMIT.
4. CONTRACTOR ACCESS AT 14TH STREET HAS A MAXIMUM WEIGHT LIMIT OF 40,000 LBS.
5. OUTFALLS MAY BE ALL OR PARTIALLY COVERED BY THE BEACHFILL TEMPLATE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE DRAINAGE OF THESE
STRUCTURES WHILE IN THE 1000' CONSTRUCTION ZONE.
BEACHFILL AROUND
EXIST GROIN (TYP)
RESTRICTED AREA
(SEE CONTRACT
SPECIFICATIONS)
EXIST TIMBER AND
STONE GROIN
EXIST TIMBER AND
STONE GROIN
EXIST TIMBER
GROIN
EXIST 12"Ø DIP
INV EL 6.13
EXIST 24"Ø DIP
INV EL 1.29
EXIST 18"Ø DIP
INV EL 1.45
EXIST 18"Ø DIP
INV EL 1.53
EXIST 12"Ø DIP
INV EL 4.20
N: 159225.2
E: 469451.4
EXIST 36"Ø DIP
INV EL 1.43
N: 159350.0
E: 470055.0
EXIST 36"Ø DIP
INV EL -0.21
N: 159660.8
E: 470384.5
EXIST TIMBER AND
STONE GROIN
EXIST 12"Ø DIP
INV EL 0.04
N: 159875.6
E: 470799.4
RESTRICTED AREA LIMITS
POINT #
EASTING
468191.49
468497.69
468357.61
468051.41
NORTHING
158183.23
158483.70
158626.45
158325.99
STA OFF
STA 137+41 444' LT
LIMIT OF WORK
STA. 121+50±
CONTRACTOR ACCESS
(14TH ST) (SEE NOTE 4)
APPROX LANDWARD
EDGE OF BERM
SURVEY AND
CONSTR.
APPROXIMATE
TOE OF FILL
SEAWARD EDGE OF
BERM - EL. +8.7
ATLANTIC OCEAN
OCEAN CITY
CONTRACTOR WORK
LIMIT (TYP)
STA 133+17 381' LT
STA 133+46 183' LT
STA 137+69 246' LT
STA: 110+13.36
OFF: 198.83' LT
STA: 112+61±
OFF: 174.11' LT
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C-107-A
PHILADELPHIA
PLAN - STA. 105+53.0 TO STA. 142+15.9 (OCEAN CITY NORTH)
PLAN - STA. 105+53.0 TO STA. 142+15.9 (OCEAN CITY NORTH)
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