W912BU20B0011-Dwgs.pdf
PDF 15 MB Posted
- Attached to
- Beach Replenishment-Lower Cape May Meadows Federal contract opportunity
- Solicitation number
- W912BU20B0011
About this file
This document outlines a federal contract opportunity for beach replenishment work in Lower Cape May Meadows, New Jersey. The solicitation number is W912BU20B0011 and is being issued by the Department of the Army Corps of Engineers Engineering District Philadelphia. It is an invitation for bids for a firm fixed price contract to complete beach replenishment work in Lower Cape May Meadows, Cape May, New Jersey. The work is classified under NAICS codes 237990 for beach replenishment services with a size standard of $30 million. This opportunity is set aside for small businesses only. The bids are due by the response date listed on the solicitation and the contract will be awarded shortly after.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract-W912BU20B0011-LCMM.pdf | ||
| W912BU20B0011 Amendment 0002.pdf | ||
| W912BU20B-0011-Amendment1.pdf | ||
| W912BU20B0011-Specs.pdf |
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Text version
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
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SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
G-001
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PHILADELPHIA
LOWER CAPE MAY MEADOWS - CAPE MAY POINT
SAND BACKPASS BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
CITY OF CAPE MAY, LOWER TOWNSHIP, BOROUGH OF CAPE MAY POINT
25 JUNE 2020
W912BU20B0011
OF PROJECT
LOCATION
VICINITY MAP
N
OF WORK
LOCATION
LOCATION MAP
N
NTS NTS
DRAWING INDEX
SHEET NUMBER DESCRIPTION
GENERAL
G-001
COVER SHEET
CIVIL
C-001
GENERAL INFORMATION SHEET
C-002
SURVEY & CONSTRUCTION BASELINE
C-101
GENERAL PLAN - LCMM TO CMP
C-102
PLAN - STA. 0+00 TO STA. 33+81
C-103
PLAN - STA. 33+81 TO STA. 70+63
C-104
PLAN - STA. 70+63 TO STA. 111+21
C-301
TYPICAL SECTIONS
C-302
CROSS SECTIONS - STA. 1+00 TO STA. 45+00
C-303
CROSS SECTIONS - STA. 55+00 TO STA. 102+77
C-501
DETAILS - OUTFALL
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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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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
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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
AutoCAD SHX Text Sea Isle City
AutoCAD SHX Text City
AutoCAD SHX Text Ventnor City
AutoCAD SHX Text Margate City
AutoCAD SHX Text Longport
AutoCAD SHX Text Marmora
AutoCAD SHX Text Petersburg
AutoCAD SHX Text Woodbine
AutoCAD SHX Text Tackahoe
AutoCAD SHX Text Port Elizabeth
AutoCAD SHX Text Eldora
AutoCAD SHX Text Delmont
AutoCAD SHX Text Thompson
AutoCAD SHX Text Reeds Beach
AutoCAD SHX Text Pierces Pt
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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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SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
X-1011
VIEW NAME
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
X-101
CLOUD
REVISION & AMENDMENT
CLOUD AND SYMBOL
REVISION SYMBOL
(NUMERIC)
AMENDMENT SYMBOL
(ALPHA)
1 a
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
SECTION IDENTIFICATION NUMBER
DETAIL SHEET
REF NUMBER
PRIMARY
SCALE
EXTENSION
SCALE
V: X X X X X
X X X X
H: X
SCALE IN FEET/METERS
(TYPICAL BAR SCALE)
SCALE IN FEET/METERS
(HORIZONTAL/VERTICAL BAR SCALE)
PRIMARY
SCALE
EXTENSION
SCALE
X X X XX
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
CO CLEAN OUT 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
C
L
B
L
MEAN LOW WATER LINE
MEAN HIGH WATER LINE
TIDAL REFERENCE
(PROJECT AREA AVERAGE FOR REFERENCE ONLY)
SCALE = NTS
MLW
NAVD 88
MHW
LINE TYPE LEGEND
BEACHFILL PLAN SYMBOLS LEGEND
GENERAL NOTES:
1. ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND REFERENCED TO NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.
2. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM COORDINATE
SYSTEM (NAD 1983).
3. THE CONTRACTOR'S LANDWARD WORK LIMIT EXTENDS TO THE SEAWARD TOE OF THE EXISTING DUNE UNLESS OTHERWISE SHOWN (I.E.
CONTRACTOR STAGING AREA AND CONSTRUCTION ACCESS AREA). THE LATERAL EXTENT OF THE CONTRACTOR'S WORK LIMIT IS DEFINED
BY THE EXISTING GROINS LOCATED AT APPROXIMATELY STA. -3+00 AND STA. 104+00. CONTRACTOR SHALL STAKE AND FLAG EVERY 50
FEET, THE SEAWARD TOE OF DUNE TO ESTABLISH THE CONTRACTOR'S LANDWARD WORK LIMIT. THE CONTRACTOR SHALL ENSURE THAT
THE EXISTING DUNES ARE NOT DISTURBED DURING THE ENTIRE CONTRACT PERIOD.
4. ALL BEACHFILL MATERIAL SHALL BE OBTAINED FROM THE DESIGNATED BERM BORROW AREAS AS SHOWN ON SHEETS C-102 & C-103.
MATERIAL FROM BERM BORROW AREA 1 SHALL BE USED FOR BEACHFILL AREA 1 AND MATERIAL FROM BERM BORROW AREA 2
SHALL BE USED FOR BEACHFILL AREA 2.
5. LOCATION AND TEMPLATE OF BEACHFILL AND BERM BORROW AREA IS A RESULT OF SURVEYS CONDUCTED IN OCTOBER 2019 AND MAY BE
REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-PLACEMENT CONDITION SURVEYS.
6. THE EXISTING MHW AND MLW LINES SHOWN ARE APPROXIMATED FROM SURVEYS CONDUCTED IN OCTOBER 2019 AND CAN ONLY BE
CONSIDERED REPRESENTATIVE OF CONDITIONS AT THAT TIME. MHW AND MLW ELEVATIONS ARE BASED OFF NOAA TIDE STATION 8557380.
7. AERIALS SHOWN ARE THE RESULT OF SATELLITE IMAGERY FROM JUNE 20, 2019 AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF
CONDITIONS AT THAT TIME (SOURCE: ©DIGITAL GLOBE NEXTVIEW LICENSE).
8. CONTRACTOR SHALL PROTECT EXISTING OUTFALL PIPES, GROINS, AND TIMBER BULKHEADS DURING CONSTRUCTION. ANY DAMAGE TO
THESE FEATURES SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.
CONTRACTOR ACCESS
SURVEY & CONTRUCTION BASELINE
EXISTING OUTFALL PIPE
OFFSET
STATION
EXISTING GROIN
40+00
FILL SLOPE AND BERM LINE
CONTRACTOR STAGING AREA
HORIZONTAL AND VERTICAL CONTROL
MARKER
STATION OFFSET
EXISTING PEDESTRIAN CROSSOVER
EXISTING HANDICAP ACCESSIBLE
DUNE CROSSOVER
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
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CENTERLINE/SURVEY- CONSTRUCTION BASELINE ( )
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ATLANTIC OCEAN
35+00
40+00
45+00
BP: 0+00.00
N: 35441.63
E: 368565.40
PI: 7+32.62
N: 36107.53
E: 368259.90
PI: 32+47.60
N: 36688.29
E: 365812.90
PI: 45+82.75
N: 36784.98
E: 364481.25
PI: 55+65.87
N: 36688.89
E: 363502.84
PI: 71+48.53
N: 36339.76
E: 361959.17
PI: 79+73.78
N: 36122.88
E: 361162.92
PI: 83+66.19
N: 36335.64
E: 360833.20
PI: 86+10.48
N: 36132.23
E: 360697.91
PI: 100+30.93
N: 36902.30
E: 359504.32
PI: 103+44.11
N: 37213.82
E: 359472.13
PI: 111+04.58
N: 37625.99
E: 358833.04
PI: 113+71.02
N: 37828.20
E: 359006.55
PI: 120+13.82
N: 38355.83
E: 358639.39
PI: 125+21.69
N: 38860.97
E: 358586.92
PI: 127+84.01
N: 38842.90
E: 358325.22
EP: 134+78.88
N: 39529.46
E: 358218.05
E
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CAPE MAY CITY
LOWER CAPE MAY MEADOWS
CAPE MAY POINT
CAPE MAY POINT STATE PARK
BEFORE AND AFTER
SAND EXCAVATION SURVEY ORIGIN POINTS
STATION PROFILE ORIGIN POINTS AZIMUTH
15+00 N36284.73 E367513.27 193.351°
15+50 N36296.28 E367464.63 193.351°
16+00 N36307.82 E367415.98 193.351°
16+50 N36319.37 E367367.33 193.351°
17+00 N36330.91 E367318.68 193.351°
17+50 N36342.46 E367270.03 193.351°
18+00 N36354.01 E367221.38 193.351°
18+50 N36365.55 E367172.73 193.351°
19+00 N36377.10 E367124.09 193.351°
19+50 N36388.65 E367075.44 193.351°
20+00 N36400.19 E367026.79 193.351°
20+50 N36411.74 E366978.14 193.351°
21+00 N36423.28 E366929.49 193.351°
21+50 N36434.83 E366880.84 193.351°
22+00 N36446.38 E366832.19 193.351°
22+50 N36457.92 E366783.54 193.351°
23+00 N36469.47 E366734.90 193.351°
23+50 N36481.01 E366686.25 193.351°
24+00 N36492.56 E366637.60 193.351°
24+35 N36500.64 E366603.54 193.351°
24+70 N36508.89 E366568.81 193.351°
25+10 N36517.96 E366530.57 193.351°
25+50 N36527.20 E366491.65 193.351°
26+00 N36538.74 E366443.00 193.351°
26+50 N36550.29 E366394.36 193.351°
27+00 N36561.84 E366345.71 193.351°
27+50 N36573.38 E366297.06 193.351°
28+00 N36584.93 E366248.41 193.351°
28+50 N36596.47 E366199.76 193.351°
29+00 N36608.02 E366151.11 193.351°
29+50 N36619.57 E366102.46 193.351°
30+00 N36631.11 E366053.82 193.351°
30+50 N36642.66 E366005.17 193.351°
31+00 N36654.20 E365956.52 193.351°
31+50 N36665.75 E365907.87 193.351°
31+85 N36673.83 E365873.82 193.351°
32+48 N36688.32 E365812.51 188.752°
33+15 N36693.17 E365745.68 184.153°
33+50 N36695.71 E365710.78 184.153°
34+00 N36699.33 E365660.91 184.153°
34+50 N36702.95 E365611.04 184.153°
35+00 N36706.57 E365561.17 184.153°
35+50 N36710.19 E365511.30 184.153°
36+00 N36713.81 E365461.43 184.153°
36+50 N36717.43 E365411.56 184.153°
37+00 N36721.05 E365361.70 184.153°
37+50 N36724.67 E365311.83 184.153°
38+00 N36728.29 E365261.96 184.153°
38+50 N36731.91 E365212.09 184.153°
39+00 N36735.54 E365162.22 184.153°
39+50 N36739.16 E365112.35 184.153°
40+00 N36742.78 E365062.48 184.153°
40+50 N36746.40 E365012.61 184.153°
41+00 N36750.02 E364962.75 184.153°
41+50 N36753.64 E364912.88 184.153°
42+00 N36757.26 E364863.01 184.153°
42+50 N36760.88 E364813.14 184.153°
43+00 N36764.50 E364763.27 184.153°
43+50 N36768.12 E364713.40 184.153°
44+00 N36771.74 E364663.53 184.153°
44+50 N36775.37 E364613.66 184.153°
45+00 N36778.99 E364563.80 184.153°
45+19 N36780.36 E364544.85 184.153°
46+31 N36780.25 E364433.05 174.391°
46+65 N36776.94 E364399.41 174.391°
47+00 N36773.52 E364364.57 174.391°
47+50 N36768.63 E364314.81 174.391°
48+00 N36763.75 E364265.05 174.391°
48+50 N36758.86 E364215.29 174.391°
49+00 N36753.97 E364165.53 174.391°
49+50 N36749.09 E364115.77 174.391°
50+00 N36744.20 E364066.01 174.391°
50+50 N36739.31 E364016.25 174.391°
51+00 N36734.43 E363966.49 174.391°
51+50 N36729.54 E359522.6 174.391°
52+00 N36724.65 E363866.97 174.391°
52+50 N36719.76 E363817.21 174.391°
53+00 N36714.88 E363767.45 174.391°
53+50 N36709.99 E363717.69 174.391°
54+00 N36705.10 E363667.93 174.391°
54+50 N36700.22 E363618.17 174.391°
55+00 N36695.33 E363568.41 174.391°
55+50 N36690.44 E363518.64 174.391°
56+50 N36670.33 E363420.79 167.256°
57+00 N36659.30 E363372.02 167.256°
57+50 N36648.27 E363323.26 167.256°
58+00 N36637.24 E363274.49 167.256°
58+50 N36626.21 E363225.72 167.256°
59+00 N36615.18 E363176.95 167.256°
59+50 N36604.15 E363128.18 167.256°
60+00 N36593.12 E363079.42 167.256°
60+50 N36582.09 E363030.65 167.256°
61+00 N36571.06 E362981.88 167.256°
61+50 N36560.03 E362933.11 167.256°
62+00 N36549.01 E362884.34 167.256°
62+50 N36537.98 E362835.57 167.256°
63+00 N36526.95 E362786.81 167.256°
63+50 N36515.92 E362738.04 167.256°
64+00 N36504.89 E362689.27 167.256°
64+50 N36493.86 E362640.50 167.256°
65+00 N36482.83 E362591.73 167.256°
SURVEY & CONSTRUCTION BASELINE
SURVEY & CONSTRUCTION BASELINE
NORTH
PLAN
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.
2. COORDINATES ARE EXPRESSED IN U.S. SURVEY FEET AND ARE REFERENCED TO THE NORTH
AMERICAN DATUM OF 1983 (NAD 83) NEW JERSEY STATE PLANE SYSTEM.
3. ALL PROFILE AZIMUTHS ARE FROM NORTH.
4. FOR SURVEY BASELINE CONTROL POINTS, SEE CONTRACT SPECIFICATIONS APPENDIX A30 FOR DA 1959
FORMS, "DESCRIPTION OR RECOVERY OF HORIZONTAL STATION".
5. ALL SURVEY PROFILE LINES SHOWN ON THIS SHEET ARE TO BE USED FOR PRE-PLACEMENT AND
POST-PLACEMENT CONDITIONS. THE CONTRACTOR SHALL SURVEY ALL LINES SHOWN ON THIS SHEET
REGARDLESS OF AREAS OF BEACHFILL SHOWN ON THE DRAWINGS.
PRE AND POST PLACEMENT SURVEY PROFILE ORIGIN POINTS
LINE # STATION NORTHING EASTING AZIMUTH DISTANCE
CMM00 1+00 35532.50 368523.70 193.351° 2000
CMM01 5+00 35896.00 368356.90 193.351° 2000
CMM03 10+00 36169.30 367999.80 193.351° 2000
CMM04 15+00 36284.70 367513.30 193.351° 2000
CMM05 20+00 36400.20 367026.80 193.351° 2000
CMM07 30+00 36631.10 366053.80 193.351° 2000
CMM08 35+00 36706.60 365561.20 184.153° 2000
CMM10 45+00 36779.00 364563.80 184.153° 2000
CMM12 55+00 36695.40 363568.70 174.391° 2000
CMM14 65+00 36482.80 362591.70 167.256° 2000
CMM15 69+99 36372.70 362104.70 167.256° 2000
CMM16 75+00 36247.50 361620.50 164.764° 2000
CMM17 77+62 36178.50 361367.20 172.774° 2000
CMM18 80+43 36160.40 361104.80 180.784° 2000
CMP19 81+61 36224.40 361005.60 180.784° 2000
CMP20 83+29 36315.30 360864.80 186.866° 2000
CMP21 86+32 36144.10 360679.50 192.901° 2000
CMP22 87+39 36201.80 360590.10 192.828° 2000
CMP23 89+13 36296.20 360443.80 199.038° 2000
CMP24 90+78 36385.60 360305.10 205.142° 2000
CMP25 91+79 36440.30 360220.40 205.131° 2000
CMP26 93+53 36534.70 360074.10 208.912° 2000
CMP27 95+25 36628.10 359929.30 212.662° 2000
CMP28 96+25 36682.30 359845.30 212.593° 2000
CMP29 98+17 36786.30 359684.20 214.389° 2000
CMP30 100+09 36890.50 359522.60 216.206° 2000
CMP31 102+77 37147.20 359479.00 217.909° 2000
CMP32 103+98 37242.90 359427.00 217.912° 2000
CMP33 105+66 37334.30 359285.40 223.059° 2000
CMP34 107+40 37428.60 359139.20 228.210° 2000
CMP35 109+23 37527.70 358985.50 233.273° 2000
CMP36 110+30 37585.60 358895.70 233.169° 2000
CMP37 114+10 37860.50 358984.10 236.826° 2000
CMP38 115+78 37998.50 358888.10 240.350° 2000
CMP39 117+49 38138.20 358790.80 243.933° 2000
AREA 1 BEFORE AND AFTER
PLACEMENT TEMPLATE VERIFICATION
SURVEY ORIGIN POINTS
STATION PROFILE ORIGIN POINTS AZIMUTH
1+00A N35532.52 E368523.70 184.000°
1+00B N35532.52 E368523.70 193.351°
3+00 N35714.30 E368440.30 193.351°
5+00 N35896.09 E368356.91 193.351°
6+80 N36059.69 E368281.85 193.351°
8+00 N36123.09 E368194.36 193.351°
9+00 N36146.18 E368097.06 193.351°
10+00 N36169.27 E367999.76 193.351°
11+00 N36192.36 E367902.46 193.351°
12+00 N36215.45 E367805.17 193.351°
13+00 N36238.55 E367707.87 193.351°
14+00 N36261.64 E367610.57 193.351°
15+00 N36284.73 E367513.27 193.351°
AREA 2 BEFORE AND AFTER
PLACEMENT TEMPLATE VERIFICATION
SURVEY ORIGIN POINTS
STATION PROFILE ORIGIN POINTS AZIMUTH
95+95 N36666.04 E359870.52 212.593°
96+25 N36682.30 E359845.30 212.593°
97+21 N36734.27 E359764.76 213.491°
98+17 N36786.30 E359684.20 214.389°
99+13 N36838.38 E359603.39 215.298°
100+09 N36890.50 E359522.60 216.206°
101+38 N37008.93 E359493.30 217.058°
102+77 N37147.20 E359479.00 217.909°
103+35 N37204.70 E359473.07 217.909°
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AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text
SCALE IN FEET
40+005
SEE SHEET C-102
SEE SHEET C-103SEE SHEET C-104
ATLANTIC OCEAN
SURVEY & CONST. BASELINE
CAPE MAY CITY
LOWER CAPE MAY MEADOWS
CAPE MAY POINT
CAPE MAY POINT STATE PARK
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BEACHFILL
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GENERAL PLAN - LCMM TO CMP
GENERAL PLAN - LCMM TO CMP
NORTH
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NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.
2. SEE SHEET C-002 FOR SURVEY & CONSTRUCTION BASELINE.
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SURVEY AND CONSTR.
TOE OF SLOPE (TYP)
LANDWARD EDGE
OF BERM (TYP)
STA. 4+20
583.1' LT
SEAWARD EDGE
OF BERM (TYP)
BP: 0+00.00
N: 35441.63
E: 368565.40
PI: 7+32.62
N: 36107.53
E: 368259.90
PI: 32+47.60
N: 36688.29
E: 365812.90
STA. -3+06
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GRADE BERM INTO
EXISTING GROIN
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STA. 20+00
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STA. 30+00
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STA. 32+17
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EXISTING SHRUBS (TYP)
(SEE NOTE 7)
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SLOPE UP FROM BOTTOM OF BERM EXCAVATION TO EXISTING GROUND AT THE
LATERAL EDGE OF BERM BORROW AREA AT 10H:1V SLOPE OR SHALLOWER
(SEE NOTE 8) SLOPE TRANSITION MUST END AT/OR BEFORE STA.15+00.
PLAN - STA. 0+00 TO STA. 33+81
PLAN - STA. 0+00 TO STA. 33+81
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-002 FOR SURVEY & CONSTRUCTION BASELINE. ALL STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY & CONSTRUCTION BASELINE.
3. SEE SHEET C-301 FOR TYPICAL BEACHFILL & EXCAVATION SECTIONS. SEE SHEETS C-302 & C-303 FOR CROSS SECTIONS.
4. LOCATION AND TEMPLATE OF BEACHFILL AND BERM EXCAVATION IS A RESULT OF SURVEYS CONDUCTED IN OCTOBER 2019 AND MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-PLACEMENT CONDITION SURVEYS.
5. THE CONTRACTOR'S LANDWARD WORK LIMIT EXTENDS TO THE SEAWARD TOE OF THE EXISTING DUNE UNLESS OTHERWISE SHOWN (I.E. CONTRACTOR STAGING AND CONSTRUCTION ACCESS AREAS). EXISTING DUNE AND CROSSOVER FEATURES ARE APPROXIMATE AND ARE BASED OFF INITIAL CONSTRUCTION DRAWINGS. THE LOCATION OF THE SEAWARD TOE OF DUNE AT THE TIME OF CONSTRUCTION IS SUBJECT TO CHANGE DUE TO DYNAMIC SITE CONDITIONS. THE LATERAL EXTENT OF THE CONTRACTOR'S WORK LIMIT IS DEFINED BY THE EXISTING GROINS LOCATED AT APPROXIMATELY STA. -3+00 AND STA. 104+00. CONTRACTOR SHALL STAKE AND FLAG, EVERY 50 FEET, THE SEAWARD TOE OF DUNE TO ESTABLISH THE CONTRACTOR'S LANDWARD WORK LIMIT (SEE SPECIFICATION SECTION 01 71 23).
6. LANDWARD EDGE OF OF EXCAVATION TEMPLATE REPRESENTS THE LANDWARD EDGE OF EXCAVATION TO 5.75' NAVD88 (BERM BORROW AREA 1). CONTRACTOR SHALL GRADE UP TO EXISTING GROUND AT A 10H:1V SLOPE AS
SHOWN ON TYPICAL SECTIONS AND CROSS SECTIONS.
7. CONTRACTOR SHALL REMOVE EXISTING TREES, STUMPS, LOGS, SHRUBS, BRUSH AND OTHER ITEMS FROM BERM BORROW AREAS. EXCAVATED SAND FROM THE BERM BORROW AREAS SHALL BE FREE OF DEBRIS PRIOR TO
PLACEMENT ON BERM (SEE SPECIFICATION SECTION 35 31 00).
8. ONCE EXCAVATION BEGINS IN A BERM BORROW AREA, ENSURE EXCAVATION EXTENDS DOWNWARD TO THE BERM ELEVATIONS SHOWN ON THE CROSS SECTIONS. EXCAVATION SHALL BE CONTINUOUSLY PERFORMED IN THAT AREA UNTIL THAT AREA IS COMPLETED TO AVOID PRONOUNCED RIDGES (SEE SPECIFICATION SECTION 35 31 00).
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40+005
PI: 45+82.75
N: 36784.98
E: 364481.25
PI: 55+65.87
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E: 363502.84
STA. 35+00
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EXCAVATE SEAWARD END OF EXISTING OUTFALL PIPE
INVERT ELEVATION +0.82
(SEE NOTE 6 AND OUTFALL PIPE TIMBER PILE
COORDINATES TABLE)
EXISTING CONCRETE BUNKER RUINS
ATLANTIC OCEAN
LOWER CAPE MAY MEADOWS
SURVEY AND CONSTR.
STA. 45+00
419.8' LT
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BORROW AREA 1
STA. 45+19
600.8' LT
BEGIN BERM
BORROW AREA 2
STA. 65+00
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END BERM
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EXISTING DUNE (TYP)
(SEE NOTE 5)
EXCAVATION TEMPLATE
LANDWARD EDGE OF BERM (TYP)
(SEE NOTE 7)
EXCAVATION TEMPLATE
LANDWARD EDGE OF BERM (TYP)
(SEE NOTE 7)
EXCAVATION TEMPLATE SEAWARD
EDGE OF BERM (TYP)
SLOPE DOWN FROM BERM BORROW AREA 2
ELEVATION TO BERM BORROW AREA 1 ELEVATION AT
10H:1V SLOPE OR SHALLOWER (SEE NOTE 9).
STA. 46+31
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STA. 45+10
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SLOPE UP FROM BOTTOM OF BERM EXCAVATION TO EXISTING GROUND AT THE
LATERAL EDGE OF BERM BORROW AREA AT 10H:1V SLOPE OR SHALLOWER
(SEE NOTE 9) SLOPE TRANSITION MUST END AT/OR BEFORE STA. 65+00.
EXISTING PEDESTRIAN
CROSSOVER (TYP)
EXCAVATION TEMPLATE
BERM BREAK (TYP)
EXCAVATION TEMPLATE SEAWARD
EDGE OF BERM (TYP)
EXISTING SHRUBS (TYP)
(SEE NOTE 8)
35+00
40+00
45+00
PLAN - STA. 33+81 TO STA. 70+63
PLAN - STA. 33+81 TO STA. 70+63
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-002 FOR SURVEY & CONSTRUCTION BASELINE. ALL STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY & CONSTRUCTION BASELINE.
3. SEE SHEET C-301 FOR TYPICAL BEACHFILL & EXCAVATION SECTIONS. SEE SHEETS C-302 & C-303 FOR CROSS SECTIONS.
4. LOCATION AND TEMPLATE OF BEACHFILL AND BERM EXCAVATION IS A RESULT OF SURVEYS CONDUCTED IN OCTOBER 2019 AND MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-PLACEMENT CONDITION SURVEYS.
5. THE CONTRACTOR'S LANDWARD WORK LIMIT EXTENDS TO THE SEAWARD TOE OF THE EXISTING DUNE UNLESS OTHERWISE SHOWN (I.E. CONTRACTOR STAGING AND CONSTRUCTION ACCESS AREAS). EXISTING DUNE AND CROSSOVER FEATURES ARE APPROXIMATE AND ARE BASED OFF INITIAL CONSTRUCTION DRAWINGS. THE LOCATION OF THE SEAWARD TOE OF DUNE AT THE TIME OF CONSTRUCTION IS SUBJECT TO CHANGE DUE TO DYNAMIC SITE CONDITIONS. THE LATERAL EXTENT OF THE CONTRACTOR'S WORK LIMIT IS DEFINED BY THE EXISTING GROINS LOCATED AT APPROXIMATELY STA. -3+00 AND STA. 104+00. CONTRACTOR SHALL STAKE AND FLAG, EVERY 50 FEET, THE SEAWARD TOE OF DUNE TO ESTABLISH THE CONTRACTOR'S LANDWARD WORK LIMIT (SEE SPECIFICATION SECTION 01 71 23).
6. EXISTING OUTFALL PIPE TIMBER PILE COORDINATES AND ELEVATIONS OBTAINED FROM 2013 OUTFALL PIPE EXTENSION AS-BUILT DRAWINGS. THESE COORDINATES AND ELEVATIONS CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS AT THAT TIME. AN EXISTING RUBBER CHECK VALVE IS LOCATED AT THE SEAWARD END OF THE OUTFALL PIPE. CONTRACTOR SHALL EXCAVATE THE SEAWARD END OF OUTFALL PIPE IN COORDINATION WITH THE COR IN ORDER TO FACILITATE CMP STATE PARK AND USACE INSPECTION/SURVEY. AT A MINIMUM, THE CONTRACTOR SHALL EXCAVATE AND EXPOSE A CONTINUOUS 5 FT LENGTH OF OUTFALL PIPE AT THE SEAWARD END AND SHALL EXCAVATE 3 FT ON EITHER SIDE OF PIPE. CONTRACTOR SHALL NOT EXCAVATE BELOW THE BOTTOM OF THE OUTFALL PIPE. ANY DAMAGE CAUSED TO THE EXISTING OUTFALL PIPE SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST
TO THE GOVERNMENT. SEE SHEET C-501 FOR EXISTING OUTFALL PIPE DETAILS.
7. LANDWARD EDGE OF OF EXCAVATION TEMPLATE REPRESENTS THE LANDWARD EDGE OF EXCAVATION TO 5.75' NAVD88 FOR BERM BORROW AREA 1 AND 6.75' NAVD888 FOR BERM BORROW AREA AREA 2. CONTRACTOR SHALL GRADE UP TO EXISTING GROUND AT A 10H:1V SLOPE AS SHOWN ON TYPICAL SECTIONS AND CROSS SECTIONS.
8. CONTRACTOR SHALL REMOVE EXISTING TREES, STUMPS, LOGS, SHRUBS, BRUSH AND OTHER ITEMS FROM BERM BORROW AREAS. EXCAVATED SAND FROM THE BERM BORROW AREAS SHALL BE FREE OF DEBRIS PRIOR TO PLACEMENT
ON BERM (SEE SPECIFICATION SECTION 35 31 00).
9. ONCE EXCAVATION BEGINS IN A BERM BORROW AREA, ENSURE EXCAVATION EXTENDS DOWNWARD TO THE BERM ELEVATIONS SHOWN ON THE CROSS SECTIONS. EXCAVATION SHALL BE CONTINUOUSLY PERFORMED IN THAT AREA UNTIL THAT AREA IS COMPLETED TO AVOID PRONOUNCED RIDGES (SEE SPECIFICATION SECTION 35 31 00).
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NORTHING EASTING ELEVATION ID
35978.292 362735.094 4.02 TIMBER PILE
35970.308 362739.5 3.97 TIMBER PILE
35962.22 362743.642 3.96 TIMBER PILE
35954.472 362748.157 3.92 TIMBER PILE
35946.884 362753.031 4.88 TIMBER PILE
35938.887 362756.883 3.96 TIMBER PILE
35930.759 362761.014 3.88 TIMBER PILE
35923.272 362765.231 3.85 TIMBER PILE
35914.958 362769.755 3.93 TIMBER PILE
35907.252 362774.104 3.97 TIMBER PILE
35899.225 362778.475 4.00 TIMBER PILE
35892.364 362783.094 7.90 FACE/PILE UNCUT
35980.074 362738.211 3.96 TIMBER PILE
35972.137 362742.409 3.99 TIMBER PILE
35964.318 362746.86 4.07 TIMBER PILE
35956.519 362751.203 3.97 TIMBER PILE
35948.754 362755.758 4.94 TIMBER PILE
35941.133 362760.085 3.93 TIMBER PILE
35932.785 362764.173 3.94 TIMBER PILE
35925.091 362768.542 3.97 TIMBER PILE
35917.154 362772.92 3.95 TIMBER PILE
35909.318 362777.071 4.01 TIMBER PILE
35901.428 362781.537 3.97 TIMBER PILE
35893.608 362784.985 7.30 FACE/PILE UNCUT
100'
AutoCAD SHX Text 100'
AutoCAD SHX Text
AutoCAD SHX Text 50'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
NORTH
PLAN
CONTRACTOR ACCESS
(UTILIZE EXISTING CROSSOVER)
(SEE NOTE 6)
CONTRACTOR STAGING AREA
(AS DIRECTED BY CAPE
MAY POINT STATE PARK)
EXISTING HANDICAP
ACCESSIBLE DUNE
CROSSOVER
CONTRACTOR ACCESS
(UTILIZE EXISTING CROSSOVER)
(SEE NOTE 6)
APPROXIMATE LOCATION OF EXISTING
SUBMERGED BREAKWATER (TYP)
EXISTING HANDICAP
ACCESSIBLE DUNE
CROSSOVER
SURVEY AND CONSTR.
PI: 71+48.53
N: 36339.76
E: 361959.17
PI: 79+73.78
N: 36122.88
E: 361162.92
PI: 83+66.19
N: 36335.64
E: 360833.20
PI: 86+10.48
N: 36132.23
E: 360697.91
PI: 100+30.93
N: 36902.30
E: 359504.32
PI: 103+44.11
N: 37213.82
E: 359472.13
PI: 111+04.58
N: 37625.99
E: 358833.04
B
L
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TOE OF SLOPE (TYP)
LANDWARD EDGE
OF BERM (TYP)
SEAWARD EDGE
OF BERM (TYP)
STA. 98+28
423.8' LT
STA. 103+52
608.1' LT
STA. 95+93
421.9' LT
BEGIN BEACHFILL AREA 2
GRADE BERM INTO
EXISTING GROIN
STA. 100+33
410.3' LT
(BL EXT.)
STA. 103+92
604.5' LT
END BEACHFILL AREA 2
GRADE BERM INTO
EXISTING GROIN
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PARKING LOT
CAPE MAY POINT STATE PARK
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EXISTING DUNE (TYP)
(SEE NOTE 5)
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EXISTING PEDESTRIAN
CROSSOVER (TYP)
PLAN - STA. 70+63 TO STA. 111+21
PLAN - STA. 70+63 TO STA. 111+21
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-002 FOR SURVEY & CONSTRUCTION BASELINE. ALL STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY & CONSTRUCTION BASELINE.
3. SEE SHEET C-301 FOR TYPICAL BEACHFILL & EXCAVATION SECTIONS. SEE SHEETS C-302 & C-303 FOR CROSS SECTIONS.
4. LOCATION AND TEMPLATE OF BEACHFILL BERM EXCAVATION IS A RESULT OF SURVEYS CONDUCTED IN OCTOBER 2019 AND MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-PLACEMENT CONDITION SURVEYS.
5. THE CONTRACTOR'S LANDWARD WORK LIMIT EXTENDS TO THE SEAWARD TOE OF THE EXISTING DUNE UNLESS OTHERWISE SHOWN (I.E. CONTRACTOR STAGING AND CONSTRUCTION ACCESS AREAS). EXISTING DUNE AND CROSSOVER FEATURES ARE APPROXIMATE AND ARE BASED OFF INITIAL CONSTRUCTION DRAWINGS. THE LOCATION OF THE SEAWARD TOE OF DUNE AT THE TIME OF CONSTRUCTION IS SUBJECT TO CHANGE DUE TO DYNAMIC SITE CONDITIONS. THE LATERAL EXTENT OF THE CONTRACTOR'S WORK LIMIT IS DEFINED BY THE EXISTING GROINS LOCATED AT APPROXIMATELY STA. -3+00 AND STA. 104+00. CONTRACTOR SHALL STAKE AND FLAG, EVERY 50 FEET, THE SEAWARD TOE OF DUNE TO ESTABLISH THE CONTRACTOR'S LANDWARD WORK LIMIT (SEE SPECIFICATION SECTION 01 71 23).
6. CONTRACTOR ACCESS FROM HARVARD AVE. SHALL BE LIMITED TO PEDESTRIAN AND VEHICLE ACCESS. ALL CONSTRUCTION EQUIPMENT SHALL ACCESS THE SITE FROM THE STATE PARK.
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AutoCAD SHX Text 100'
AutoCAD SHX Text
AutoCAD SHX Text 50'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
NORTH
PLAN
-5-5
-10-10
-15-15
-20-20
-25-25
11001000900800700600500400
DISTANCE FROM BASELINE (FEET)
E L
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A V
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MLW MLW
MHW MHW MHW
3002001000
VARIES VARIES
EXISTING GROUND
(VARIES - SEE NOTE 3)
ELEV -2.47
ELEV +1.6
ELEV +6.75
TOE OF SLOPE VARIES
(SEE NOTE 6)
BEACHFILL CONSTRUCTION TEMPLATE
LANDWARD EDGE OF BERM
SURVEY & CONSTR.
(SEE NOTES 2 & 3)(SEE NOTES 2 & 3)
-5-5
-10-10
-15-15
-20-20
-25-25
11001000900800700600500400
DISTANCE FROM BASELINE (FEET)
E L
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MLW MLW MLW MLW
MHW MHW MHW MHW MHW
3002001000
ELEV +6.75
TOE OF SLOPE VARIES
(SEE NOTE 6)
VARIESVARIES
ELEV -2.47
ELEV +1.6
BEACHFILL CONSTRUCTION TEMPLATE
LANDWARD EDGE OF BERM
SURVEY & CONSTR.
(SEE NOTES 2 & 3)(SEE NOTES 2 & 3)
EXISTING GROUND
(VARIES - SEE NOTE 3)
-5-5
-10-10
-15-15
-20-20
-25-25
1200110010009008007006005004003002001000
DISTANCE FROM BASELINE (FEET)
E L E
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MLW MLW MLW MLW
MHW MHW MHW MHW
EXCAVATION
TEMPLATE (TYP)
EXISTING GROUND
(VARIES - SEE NOTE 3)
ELEV -2.47
ELEV +1.6
ELEV +5.75
ELEV +4.75
LANDWARD EDGE OF BERM
VARIES VARIES VARIES
SURVEY & CONSTR.
SLOPE FROM +5.75 TO EXISTING
GROUND AT 10H:1V
SEAWARD LIMIT OF BERM EXCAVATION
BERM BREAK
(SEE NOTES
2 & 3)
(SEE NOTES 2 & 3) (SEE NOTES 2 & 3)
-5-5
-10-10
-15-15
-20-20
-25-25
-30-30
11001000900800700600
DISTANCE FROM BASELINE (FEET)
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MHW MHW MHW
5004003002001000-100
EXCAVATION
TEMPLATE (TYP)
SLOPE FROM +6.75 TO EXISTING
GROUND AT 10H:1V
ELEV +6.75
EXISTING GROUND
(VARIES - SEE NOTE 3)
ELEV +1.6
ELEV -2.47
VARIESVARIES
SURVEY & CONSTR.
LANDWARD EDGE OF BERM
SEAWARD LIMIT OF BERM EXCAVATION
(SEE NOTES 2 & 3) (SEE NOTES 2 & 3)
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEETS C-102 THROUGH C-104 FOR PLAN VIEWS
3. SEE SHEETS C-302 & C-303 FOR CROSS SECTIONS
4. CROSS SECTIONS ARE SHOWN LOOKING BACK STATION ALONG THE SURVEY & CONSTRUCTION BASELINE.
5. THE BEACHFILL SLOPE BELOW MLW IS ASSUMED AS SHOWN FOR INITIAL QUANTITY CALCULATIONS. ACTUAL SLOPE MAY VARY TO SUIT THE DYNAMIC CONDITIONS THAT EXIST AT THE TIME OF PLACEMENT. SEE SPECIFICATIONS FOR PLACEMENT AND PAYMENT.
6. THE TOE OF SLOPE VARIES (SEE PLAN SHEETS C-102 THROUGH C-104 AND CROSS SECTION SHEETS C-302 & C-303 FOR TIE-IN
LOCATIONS).
SCALE IN FEET
V: 10 5 0 10 20
H: 100 50 0 100 200
NTS
TYPICAL SECTION - BEACHFILL AREA 1
TYPICAL SECTION - BEACHFILL AREA 1
NTS
TYPICAL SECTION - BEACHFILL AREA 2
TYPICAL SECTION - BEACHFILL AREA 2
NTS
TYPICAL SECTION - BERM BORROW AREA 1
TYPICAL SECTION - BERM BORROW AREA 1
NTS
TYPICAL SECTION - BERM BORROW AREA 2
TYPICAL SECTION - BERM BORROW AREA 2
SCALE IN FEET
V: 10 5 0 10 20
H: 100 50 0 100 200
SCALE IN FEET
V: 10 5 0 10 20
H: 100 50 0 100 200
SCALE IN FEET
V: 10 5 0 10 20
H: 100 50 0 100 200
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STA. 15+00 (CMM04)
STA. 20+00 (CMM05)
DISTANCE FROM BASELINE (FEET)
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MHW MHW MHW MHW
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MHW MHW MHW MHW MHW
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.
2. SEE SHEET C-301 FOR TYPICAL SECTIONS.
3. ALL CROSS SECTIONS ARE TAKEN ALONG THE SURVEY
PROFILE LINES, SEE SHEET C-002 FOR ORIGIN POINTS
AND AZIMUTHS. THE CROSS SECTIONS ARE SHOWN
LOOKING BACK STATION ALONG THE SURVEY AND
CONSTRUCTION BASELINE.
-5-5
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STA. 30+00 (CMM07)
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-5-5
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STA. 35+00 (CMM08)
STA. 45+00 (CMM10)
DISTANCE FROM BASELINE (FEET)
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DISTANCE FROM BASELINE (FEET)
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MLW MLW MLW
MHW MHW MHW
MLW MLW MLW
MHW MHW MHW MHW
STA. 45+00 END BERM BORROW AREA 1
STA. 45+19 BEGIN BERM BORROW AREA 2
(TRANSITION ELEVATIONS BETWEEN BERM
BORROW AREAS AT 10H:1V SLOPE OR SHALLOWER)
3002001000
110010009008007006005004003002001000
11001000900800700600500400 12003002001000
11001000900800700600500400 12003002001000
-5-5
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11001000900800700600500400
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MLW MLW MLW
MHW MHW MHW
3002001000
-5-5
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-25-25
11001000900800700600500400
STA. 5+00 (CMM01)
DISTANCE FROM BASELINE (FEET)
E L E
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A V
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MLW MLW
MHW MHW MHW
3002001000
-5-5
-10-10
-15-15
-20-20
-25-25
-30-30
11001000900800700600500400
STA. 1+00 (CMM00)
DISTANCE FROM BASELINE (FEET)
E L E
V A
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A V
D
MLW MLW MLW MLW
MHW MHW MHW MHW
EXISTING GROUND (TYP)
3002001000
-100
-100
MHW EL +1.60 (TYP)
MLW EL -2.47 (TYP)
STA. -3+06 (BL EXT.) BEGIN BEACHFILL AREA 1
(GRADE BERM INTO EXISTING GROIN)
STA. 15+00: END BEACHFILL AREA 1
(GRADE BERM INTO EXISTING GROUND)
STA. 15+00: BEGIN BERM BORROW AREA 1
(SLOPE DOWN FROM EXISTING GROUND TO
EXCAVATION TEMPLATE AT 10H:1V OR SHALLOWER)
BEACHFILL CONSTRUCTION
TEMPLATE (TYP)
LANDWARD EDGE
OF BERM (TYP)
EXCAVATION
TEMPLATE (TYP)
LANDWARD EDGE OF BERM (TYP)
SEAWARD EDGE OF
BERM EXCAVATION (TYP)
BERM BREAK (TYP)
SCALE IN FEET
V: 10 5 0 10 20
H: 100 50 0 100 200
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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
PHILADELPHIA
C-302
C I T
Y
O
F
C
A P
E
M
A Y
L
O W
W
N S
H I P
B
O R
O U
C
A P
E
M
I N
T
C A
U
N T
Y
N
R S
E Y
S A
C
K P
A S
S
B
E A
U
R I S
H M
E N
T
L O
W E
R
C
A P
E
M
A
D O
A P
E
M
I N
T
C R
O S
S
S
E C
T I O
T A
T
O
S
T A
F N
W
B U
B
P H
I L A
D E
L P
H I A
S J W
S J W
T E
H D
A N
O
W
-5-5
-10-10
-15-15
-20-20
-25-25
-30-30
11001000900800700600
DISTANCE FROM BASELINE (FEET)
E L E
V A
T I O
N
E
T
N
A V
D
MLW MLW MLW
MHW MHW MHW
MHW EL +1.60 (TYP)
MLW EL -2.47 (TYP)
17001600 18005004003002001000-100
EXCAVATION
TEMPLATE (TYP)
INVERT ELEV. +0.82
TIMBER PILE SUPPORTS
(SEE NOTE 4)
S = 0.10%
EXISTING 24'' DIA. D.I.P.
(SEE NOTE 4)
EXISTING CONCRETE
INLET BOX
-5-5
-10-10
-15-15
-20-20
-25-25
120011001000900800700600500400300200100
STA. 55+00 (CMM 12)
DISTANCE FROM BASELINE (FEET)
E L E
V A
T I O
N
E
T
N
A V
D
MLW MLW MLW MLW
MHW MHW MHW MHW
EXISTING GROUND (TYP)
-5-5
-10-10
-15-15
-20-20
-25-25
11001000900800700600500400
DISTANCE FROM BASELINE (FEET)
E L E
V A
T I O
N
E
T
N
A V
D
MLW MLW MLW MLW
MHW MHW MHW MHW
3002001000
-5-5
-10-10
-15-15
-20-20
-25-25
11001000900800700600500400
DISTANCE FROM BASELINE (FEET)
E L E
V A
T I O
N
E
T
N
A V
D
MLW MLW MLW MLW
MHW MHW MHW MHW MHW
3002001000
-5-5
-10-10
-15-15
-20-20
-25-25
11001000900800700600500400
DISTANCE FROM BASELINE (FEET)
MLW MLW MLW
MHW MHW MHW MHW
3002001000
-5-5
-10-10
-15-15
-20-20
-25-25
11001000900800700600500400
DISTANCE FROM BASELINE (FEET)
E L E
V A
T I O
N
E
T
N
A V
D
MLW MLW MLW MLW
MHW MHW MHW MHW MHW
3002001000
STA. 96+25 (CMP28)
STA. 98+17 (CMP29)
STA. 100+09 (CMP30)
STA. 102+77 (CMP31)
E L E
V A
T I O
N
E
T
N
A V
D
1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.
2. SEE SHEET C-301 FOR TYPICAL SECTIONS.
3. ALL CROSS SECTIONS ARE TAKEN ALONG THE SURVEY
PROFILE LINES, SEE SHEET C-002 FOR ORIGIN POINTS
AND AZIMUTHS. THE CROSS SECTIONS ARE SHOWN
LOOKING BACK STATION ALONG THE SURVEY AND
CONSTRUCTION BASELINE.
4. THE EXISTING OUTFALL PIPE AND TIMBER PILE SUPPORTS
ARE NOT LOCATED DIRECTLY ALONG PROFILE CMM14
(SEE SHEET C-103 FOR LOCATION IN PLAN VIEW).
OUTFALL PIPE AND PILE SUPPORTS ARE SHOWN IN CROSS
SECTIONAL VIEW FOR ILLUSTRATIVE PURPOSES ONLY.
SEE SHEET C-501 FOR EXISTING OUTFALL DETAILS.
CONTRACTOR SHALL EXCAVATE THE SEAWARD END OF
THE EXISTING OUTFALL AS DESCRIBED ON SHEET C-103
AND IN ACCORDANCE WITH THE SPECIFICATIONS.
STA. 65+00 (CMM14)
STA. 65+00 END BERM BORROW AREA 2
(SLOPE UP FROM EXCAVATION TEMPLATE TO
EXISTING GROUND 10H:1V OR SHALLOWER)
STA. 95+93 BEGIN BEACHFILL AREA 2
(GRADE BERM INTO EXISTING GROIN)
STA. 103+92 END BEACHFILL AREA 2
(GRADE BERM INTO EXISTING GROIN)
LANDWARD EDGE OF BERM (TYP)
SEAWARD EDGE OF
BERM EXCAVATION (TYP)
BEACHFILL CONSTRUCTION
TEMPLATE (TYP)
LANDWARD EDGE
OF BERM (TYP)
EXISTING RUBBER CHECK VALVE
SCALE IN FEET
V: 10 5 0 10 20
H: 100 50 0 100 200
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
PHILADELPHIA
C-303
C I T
Y
O
F
C
A P
E
M
A Y
L
O W
W
N S
H I P
B
O R
O U
C
A P
E
M
I N
T
C A
U
N T
Y
N
R S
E Y
S A
C
K P
A S
S
B
E A
U
R I S
H M
E N
T
L O
W E
R
C
A P
E
M
A
D O
A P
E
M
I N
T
C R
O S
S
S
E C
T I O
T A
S
T A
F N
W
B U
B
P H
I L A
D E
L P
H I A
S J W
S J W
T E
H D
A N
O
W
TIMBER PILE (TYP.)
10" x 12" (TYP.)
6" x 12" TOP
TIMBER CRIBBING
TYP. BOTH SIDES
PIPE JOINT
1" DIA. STAINLESS
STEEL THRU BOLTS,
STAINLESS STEEL
NUTS & WASHERS
(TYP.)
VARIES BEACHFILL TEMPLATE
3" MIN. (TYP.)
3" TYP.
4" TYP.
4" TYP.
4.5" TYP.
3" TYP.
3" MAX.
6" MAX.
2" NOTCH
3" NOTCH
PRIOR TO CUT
3" MIN. (TYP.)
3" TYP.
3" TYP.
(TYP.)
1"
TIMBER PILE (TYP).
6" x 12" TOP
TIMBER CRIBBING
TYP. BOTH SIDES
10" x 12" (TYP.)
6" x 16" BOTTOM
TIMBER CRIBBING
TYP. BOTH SIDES
D.I.P.
1- " DIA. HOT DIPPED
GALVANIZED STEEL
THRU BOLTS, NUTS &
WASHERS (TYP.)
1" DIA. HOT DIPPED
GALVANIZED STEEL
THRU BOLTS, NUTS
& WASHERS (TYP.)
2" (TYP.)
3" x 8" VERTICAL
TIMBER CRIBBING
4 REQ.
ATTACH
" THICK NEOPRENE TO TOP
AND BOTTOM CRADLE CUTS (TYP.)
NTS
PLAN - EXISTING OUTFALL PIPE SUPPORT SYSTEM
PLAN - EXISTING OUTFALL PIPE SUPPORT SYSTEM
NTS
SECTION - EXISTING OUTFALL PIPE SUPPORT SYSTEM
SECTION - EXISTING OUTFALL PIPE SUPPORT SYSTEM
NOTES:
1. SEE SHEET C-103 FOR PLAN LOCATION OF EXISTING OUTFALL
2. SEE SHEET C-303 FOR CROSS SECTION VIEW OF EXISTING OUTFALL
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
PHILADELPHIA
C-501
C I T
Y
O
F
C
A P
E
M
A Y
L
O W
W
N S
H I P
B
O R
O U
C
A P
E
M
I N
T
C A
U
N T
Y
N
R S
E Y
S A
C
K P
A S
S
B
E A
U
R I S
H M
E N
T
L O
W E
R
C
A P
E
M
A
D O
A P
E
M
I N
T
D E
T A
I L
S
O
U T
F A
L L
F N
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B U
B
P H
I L A
D E
L P
H I A
S J W
S J W
T E
H D
A N
O
W N
AutoCAD SHX Text
AutoCAD SHX Text
| Sheets and Views |
| G-001 COVER SHEET |
| C-001 GENERAL INFORMATION SHEET |
| C-002 SURVEY & CONSTRUCTION BASELINE |
| SURVEY & CONSTRUCTION BASELINE |
| C-101 GENERAL PLAN - LCMM TO CMP |
| GENERAL PLAN - LCMM TO CMP |
| C-102 PLAN - STA. 0+00 TO STA. 33+81 |
| PLAN - STA. 0+00 TO STA. 33+81 |
| C-103 PLAN - STA. 33+81 TO STA. 70+63 |
| PLAN - STA. 33+81 TO STA. 70+63 |
| C-104 PLAN - STA. 70+63 TO STA. 111+21 |
| PLAN - STA. 70+63 TO STA. 111+21 |
| C-301 TYPICAL SECTIONS |
| TYPICAL SECTION - BEACHFILL AREA 1 |
| TYPICAL SECTION - BEACHFILL AREA 2 |
| TYPICAL SECTION - EXCAVATION AREA 1 |
| TYPICAL SECTION - EXCAVATION AREA 2 |
| C-302 CROSS SECTIONS - STA. 1+00 TO STA. 45+00 |
| CROSS SECTIONS - STA. 1+00 TO STA. 45+00 |
| C-303 CROSS SECTIONS - STA. 55+00 TO STA. 102+77 |
| CROSS SECTIONS - STA. 55+00 TO STA. 102+77 |
| C-501 DETAILS - OUTFALL |
| PLAN - OUTFALL PIPE SUPPORT SYSTEM |
| SECTION - OUTFALL PIPE SUPPORT SYSTEM |
| 2020-06-29T13:34:42-0400 | |
| SCHWAIGER.ANDREW.J.1386616422 |
| 2020-07-08T14:33:36-0400 | |
| CLAPP.CHRISTINE.D.1228846372 |
File details come from the government source that posted it. Updated .