19B0007-RTA-Dwgs.pdf

PDF 24 MB Posted Aug 2, 2019

Attached to: Townsend Inlet to Cape May Inlet, Cape May County, New Jersey
Solicitation number: W912BU-19-B-0007
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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W912BU-19-B-0007_Specs-AM1.pdf	PDF	Aug 21, 2019
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VICINITY MAP

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.

OF PROJECT

LOCATION

LOCATION MAP

US Army Corps of Engineers

DISTRICT

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SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

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PHILADELPHIA

TOWNSENDS INLET TO CAPE MAY INLET

FY19 PERIODIC NOURISHMENT

CAPE MAY COUNTY, NEW JERSEY

AVALON AND STONE HARBOR

15 JULY 2019

W912BU-19-B-0007

DRAWING INDEX

NTS NTS

LOCATION

OF WORK

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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

AutoCAD SHX Text A T L A N T I C O C E A N

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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AutoCAD SHX Text Baltimore

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MARYLAND

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JERSEY

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NEW

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AutoCAD SHX Text New York

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NEW YORK

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PENNSYLVANIA

AutoCAD SHX Text Buffalo

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LONG ISLAND SOUND

AutoCAD SHX Text Hartford

AutoCAD SHX Text Albany

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MASS.

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ISLAND

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RHODE

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SHEET NUMBER

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DESCRIPTION

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GENERAL

AutoCAD SHX Text G-001

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COVER SHEET

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CIVIL

AutoCAD SHX Text C-001

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GENERAL INFORMATION SHEET

AutoCAD SHX Text C-002

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SURVEY AND CONSTRUCTION BASELINE

AutoCAD SHX Text C-101

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GENERAL PLAN - AVALON

AutoCAD SHX Text C-102

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GENERAL PLAN - STONE HARBOR

AutoCAD SHX Text C-103

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PLAN - STA. 13+89 TO STA. 42+27

AutoCAD SHX Text C-104

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PLAN - STA. 42+27 TO STA. 77+28

AutoCAD SHX Text C-105

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PLAN - STA. 77+28 TO STA. 112+88

AutoCAD SHX Text C-106

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PLAN - STA. 218+00 TO STA. 253+09

AutoCAD SHX Text C-107

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PLAN - STA. 253+09 TO STA. 287+90

AutoCAD SHX Text C-108

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PLAN - STA. 287+90 TO STA. 322+68

AutoCAD SHX Text C-109

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PLAN - STA. 322+68 TO STA. 352+38

AutoCAD SHX Text C-301

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TYPICAL SECTIONS - BEACHFILL, FORE-DUNE, AND CROSSOVER

AutoCAD SHX Text C-302

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CROSS SECTIONS - STA. 14+00 TO STA. 39+50

AutoCAD SHX Text C-303

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CROSS SECTIONS - STA. 41+90 TO STA. 255+00

AutoCAD SHX Text C-304

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CROSS SECTIONS - STA. 260+00 TO 295+00

AutoCAD SHX Text C-305

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CROSS SECTIONS - STA. 320+00 TO STA. 335+00

AutoCAD SHX Text C-401

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PLAN - ENLARGED CROSSOVER

AutoCAD SHX Text C-402

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BORROW AREA - TOWNSENDS INLET

AutoCAD SHX Text C-501

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DETAILS - FENCE AND GRASS

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

CONTRACTOR STAGING AND

ACCESS AREA

SURVEY BASELINE

OUTFALL PIPE

STATION

OFFSET

STONE GROIN OR JETTY

40+00

VIBRACORE BORING DESIGNATION

FILL SLOPE AND BERM LINE

TIMBER GROIN

CONTRACTOR WORK LIMIT

EXISTING MEAN LOW WATER LINE

EXISTING MEAN HIGH WATER LINE

FORE-DUNE BORROW AREA

20'

CONTOUR LINE

GENERAL NOTES:

1. THIS CONTRACT CONSISTS OF A BASE BID TO PLACE BEACHFILL BETWEEN STA. 19+57 AND STA. 50+00 IN THE BOROUGH OF AVALON, IN

CAPE MAY COUNTY, NEW JERSEY. IN THE BOROUGH OF STONE HARBOR, THIS CONTRACT CONSISTS OF OPTION WORK, IF AWARDED, FOR

THE CONTRACTOR TO HARVEST SAND FROM WITHIN THE FORE-DUNE BORROW AREAS BETWEEN STA. 320+00 AND STA. 335+00 AND

BETWEEN STA. 235+00 AND STA. 295+00.

2. ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

3. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM 1983 (NAD83).

4. ALL DIMENSIONS, LOCATIONS AND ELEVATIONS OF EXISTING STRUCTURES SHOWN ON THE CONTRACT DRAWINGS SHALL BE VERIFIED IN

THE FIELD BY THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER BEFORE

PROCEEDING WITH THE WORK.

5. ALL STATION/OFFSET REFERENCES ARE PERPENDICULAR TO THE SURVEY & CONSTRUCTION BASELINE. ORIGIN POINTS AND AZIMUTHS

FOR ALL SURVEY PROFILE LINES (SM001 THROUGH SM066) ARE AS SHOWN ON SHEET C-002.

6. THE CONTRACTOR WORK LIMIT COORDINATES ARE AS SHOWN ON SHEETS C-103 THROUGH C-109. THE APPROXIMATE LIMIT OF WORK, UNLESS OTHERWISE INDICATED, SHALL BE THE AREA OCEAN WARD OF THE CONTRACTOR WORK LIMIT. THE CONTRACTOR SHALL CONFINE

ALL WORK IN THIS AREA AND BETWEEN THE NORTH AND SOUTH LIMITS OF THE CONTRACT.

7. THE CONTRACTOR SHALL COORDINATE ACCESS TO THE WORK AND STAGING AREA LOCATIONS WITH THE COR AND THE BOROUGH

ENGINEERS FOR THE TOWNS OF AVALON AND STONE HARBOR.

8. ALL DREDGE MATERIAL SHALL BE OBTAINED FROM WITHIN THE DESIGNATED BORROW AREA LIMITS SHOWN ON SHEET C-402.

9. THE EXISTING BEACH PROFILES SHOWN ARE A RESULT OF SURVEYS CONDUCTED IN OCTOBER & NOVEMBER OF 2018, AND CAN ONLY BE

CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME. SITE CONDITIONS ARE DYNAMIC IN NATURE AND

TOPOGRAPHY AND BATHYMETRY MAY DIFFER FROM THAT SHOWN ON THE CONTRACT DRAWINGS.

10. THE CONTRACTOR MUST COORDINATE WITH ALL APPROPRIATE UTILITY COMPANIES FOR MARK-OUT OF ONSITE UTILITIES PRIOR TO THE

START OF CONSTRUCTION ACTIVITIES.

11. THE CONTRACTOR SHALL BE REQUIRED TO REGRADE ANY SCARPING ALONG THE SEAWARD SIDE OF THE DUNE AT A 5H:1V SLOPE UNTIL

IT INTERSECTS THE PROPOSED TEMPLATE. REGRADED MATERIAL SHALL BE PLACED DIRECTLY ON THE BERM TO MEET THE BEACHFILL

CONSTRUCTION TEMPLATE (ELEV. +7.25' NAVD88). SCARPING MAY BE ENCOUNTERED IN AVALON FROM APPROXIMATELY STA. 25+00 TO

STA. 39+00 (SEE SHEETS C-103 AND C-301). THE CONTRACTOR SHALL COORDINATE THE EXACT AREAS OF REGRADING WITH THE COR DUE

TO THE DYNAMIC CONDITIONS OF THE SITE.

12. EXISTING MHW AND MLW LINES ARE APPROXIMATED FROM SURVEYS CONDUCTED IN OCTOBER & NOVEMBER 2018 AS WELL AS 2018

AERIAL IMAGERY.

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

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

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

ADA AMERICANS WITH DISABILITIES ACT FF FINISHED FLOOR PSI POUNDS PER SQUARE INCH

ADDL ADDITIONAL FIN FINISH PVI POINT OF VERTICAL INFLECTION

AFF ABOVE FINISHED FLOOR FL FLOOR RAD RADIUS

BD BOARD FM FORCE MAIN REINF REINFORCEMENT

BIT BITUMINOUS FT

FOOT, FEET

REM REMOVABLE

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

CMU CONCRETE MASONRY UNIT IN INCH STA STATION

CO CLEAN OUT INSUL

INSULATION, INSULATED

STD STANDARD

COL COLUMN IINT INTERIOR STRUCT STRUCTURAL

CONST CONSTRUCTION INV INVERT SUSP SUSPENDED

CONT CONTINUOUS LL LIVE LOAD SYS SYSTEM

COR CONTRACTING OFFICER'S REPRESENTATIVE 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

EXIST\(E)

EXISTING PI POINT OF INFLECTION W WEST

EXP

EXPANSION, EXPOSED

PIV POST INDICATOR VALVE 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

DREDGING EXCLUSION ZONE

MOORING POSTS

CENTERLINE

BASELINE

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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S O

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U M

B E

F I

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D W

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C O

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R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

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U S

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D W

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V I E

W E

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P L O

C A

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C K

PHILADELPHIA

C-001

A V

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B O

C A

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F Y

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R I S

H M

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T O

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F N

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J W

S J W

G M

G D

A N

W N

TIDAL REFERENCE

MLLW

MLW

MHW

MHHW

MHW

MLW

MLLW

HEREFORD INLET TOWNSENDS INLET

ELEV. 0.00 (NAVD 88)ELEV. 0.00 (NAVD 88)

ELEV. 0.00 (NGVD)

SCALE = NTS

AutoCAD SHX Text

CENTERLINE/SURVEY- CONSTRUCTION BASELINE ( )

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 2.75'

AutoCAD SHX Text 2.95'

AutoCAD SHX Text 1.35'

AutoCAD SHX Text 1.65'

AutoCAD SHX Text 1.05'

AutoCAD SHX Text 2.95'

AutoCAD SHX Text 2.75'

AutoCAD SHX Text 1.28'

1.31'

SM010

SM009

SM007

SM006

SM004

SM002

PROFILE ID

41+90

BASELINE STATION

19+08

25+00

30+00

33+63

39+50

SM011

45+00

27+85

SM005

20+00SM003

SM001

14+00

SM008

35+00

AVALON AND STONE HARBOR (7 MILE ISLAND) PROFILE INFORMATION

432423.60

432557.54

432883.00

433038.50

433252.60

433459.90

EAST

97724.80

NORTH

99725.55

99192.52

98740.67

98412.61

97924.23

432251.20

97467.50

98934.91

433130.50

99644.36433466.70

433203.10 100163.60

432807.90 98298.16

123.88

123.83

124.10

115.35

123.29

AZIMUTH NORTH

123.83

122.56

115.35

116.51

123.83

SM021

SM020

SM061

SM060

SM017

SM014

105+00

55+00

SM013 52+13

65+00

78+00

88+00

93+75

100+00

119+86

82+27

SM019

72+90SM018

SM016

60+00

SM015

58+73

SM062

98+00

428083.78

428460.60

428931.40

429364.82

430135.39

431059.60

431670.60 96653.95

431846.20 96881.38

95862.34

94958.79

427145.80

429806.50

95287.40430533.40

431365.10 96258.14

431442.90 96358.97

428611.27

127.30

138.90

127.58

127.10

127.66

123.60

126.95

126.60

123.42

127.66

124.58

127.30

135+00

130+00

421071.70

421284.30

421709.00

421919.20

422638.70

423478.89

426234.16

426535.32

420827.30

422159.00

423143.70

424806.40

425933.10

421496.90

115.16

118.67

120.10

127.00

122.02

118.67

122.14

123.75

127.04

115.16

416996.10

417281.60

417852.60

418127.60

418663.70

419209.70

420032.00

420297.10

418395.70

418934.20

419485.20

419760.70

417567.10

124.82

122.42

123.44

122.02

122.42

123.44

124.82

SM012

50+00

431972.80

97052.17

123.83

125+00

426836.48 127.00

420562.20 122.02

PRE/POST PLACEMENT CONDITION PROFILE ORIGIN POINTS

SM063

SM022

SM064

SM065

SM066

SM023

SM024

SM025

SM026

SM027

SM028

SM029

SM030

SM031

SM032

SM033

SM034

SM035

SM036

SM037

SM038

SM039

SM040

SM041

SM042

SM043

SM044

SM045

SM046

SM047

SM048

183+71

158+74

140+00

210+00

200+00

190+00

225+00

220+00

215+00

240+00

235+00

230+00

255+00

250+00

245+00

270+00

265+00

260+00

285+00

280+00

275+00

300+00

295+00

290+00

310+00

305+00

93203.90

94321.45

93943.37

93532.60

92057.13

94687.24

93664.07

90848.87

91248.00

86837.89

85442.68

86305.31

88952.10

90449.82

91647.13

82314.88

84126.55

83671.58

82767.43

81879.63

84565.26

83219.98

80607.83

81031.77

79353.40

78515.57

78936.15

79770.65

80187.91

81455.70

76022.62

77671.40

77254.02

76433.09

78093.49

76843.56

416719.90

416416.40

117.10

125.71

SM049

SM050 320+00

314+80 75629.96

75207.79

416124.60 125.71

SM051 325+00

74801.80

415832.70 125.71

SM052 330+00

74395.82

415576.00 115.38

SM053 335+00

73969.11

415361.70 115.38

SM054 340+00

73517.37

415147.70 115.38

SM055 345+00

73065.48

414933.00 115.38

SM056 350+00

72613.90

MON. AV-17

STA. 19+57.34

N 99682.909

E 433484.934

ELEV. +9.34

MON. AV-16

STA. 33+72.34

N 98404.200

E 432879.018

ELEV. +6.49

MON. AV-15

STA. 50+62.09

N 97000.598

E 431938.199

ELEV. +6.45

MON. AV-14

STA. 69+89.45

N 95474.893

E 430760.51

ELEV. +8.056

MON. AV-13

STA. 87+67.71

N 94342.739

E 429389.221

ELEV. +9.96

MON. AV-12

STA. 107+82.14

N 93018.489

E 427871.236

ELEV. +9.96

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

AVALON

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

190+00

180+00

170+00

160+00 150+00 140+00

130+00 120+00

110+00

60+00

50+00

40+00

MON. AV-10

STA. 158+41.77

N 88979.617

E 424823.717

ELEV. +7.98

MON. AV-9

STA. 175+29.55

N 87550.424

E 423925.925

ELEV. +9.00

MON. AV-8

STA. 194+82.87

N 85896.426

E 422886.811

ELEV. +9.012

MON. AV-7

STA. 214+46.27

N 84173.697

E 421944.939

ELEV. +8.00

MON. AV-18

STA. 0+00

N 101371.348

E 432494.809

ELEV. +7.50

MON. AV-11

STA. 136+70.30

OFFSET 453.986 R

N 90986.447

E 425769.241

ELEV. +7.57

300+00

MON. SH-6

STA. 236+97.72

N 82135.925

E 420987.582

ELEV. +9.36

MON. SH-5

STA. 257+00.55

N 80437.801

E 419925.662

ELEV. +9.595

MON. SH-4

STA. 276+61.40

N 78801.45

E 418845.241

ELEV. +9.77

MON. SH-3

STA. 292+98.95

N 77419.07

E 417967.402

ELEV. +9.71

MON. SH-2

STA. 313+20.22

N 75759.749

E 416813.210

ELEV. +10.38

MON. SH-1

STA. 332+73.59

N 74173.667

E 415673.032

ELEV. +10.45

MON. SH-0

STA. 352+38.40

N 72398.514

E 414830.836

ELEV. +6.48

STONE HARBOR

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

330+00 310+00

320+00

290+00

280+00

270+00

260+00

250+00

240+00

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. COORDINATES ARE EXPRESSED IN U.S. SURVEY FEET AND REFERENCED TO THE

NORTH AMERICAN DATUM OF 1983 (NAD83) NEW JERSEY STATE PLANE SYSTEM.

3. ALL AZIMUTHS ARE FROM THE NORTH.

4. 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

AND SAND HARVESTING SHOWN ON THE DRAWINGS.

SURVEY AND CONSTRUCTION BASELINE - AVALON

SURVEY AND CONSTRCTION BASELINE - STONE HARBOR

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NORTH

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PLAN

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NORTH

PLAN

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SEE SHEET C-103

SEE SHEET C-104

TOWNSENDS INLET

BORROW AREA

(SEE SHEET C-402)

ATLANTIC OCEAN

SEE SHEET C-105

M H

MHW

M H

MHW

H W

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SURVEY & CONST. BASELINE

S T

FILL AREA

DREDGE EXCLUSION ZONE (TYP)

190+00

180+00

170+00

160+00 150+00

140+00

130+00 120+00 110+00

60+00

50+00

40+00

AVALON

M A

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NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.

3. SEE SHEET C-301 FOR TYPICAL BEACHFILL SECTIONS.

4. SEE SHEETS C-302 TO C-305 FOR CROSS SECTIONS.

5. THIS CONTRACT CONSISTS OF A BASE BID TO PLACE BEACHFILL BETWEEN STA.

19+57 AND STA. 50+00 IN THE BOROUGH OF AVALON.

GENERAL PLAN - AVALON

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GROIN

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SCALE IN FEET

MLW

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L W

MLW

M L W

M L

W MLW

L W

M L W

L W

SEE SHEET C-109

ATLANTIC OCEAN

SEE SHEET C-108 SEE SHEET C-107

SEE SHEET C-106

M H

MHW

M H

MHW MHW

M H

MHW

M H

H W

M H

MHW

STONE HARBOR POINT

300+00

SURVEY & CONST. BASELINE

330+00 310+00

320+00

290+00

280+00

270+00

260+00

250+00

240+00

S T

FORE-DUNE BORROW AREA B

FORE-DUNE

BORROW AREA A

STONE HARBOR

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NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.

3. SEE SHEET C-301 FOR TYPICAL BEACHFILL SECTIONS.

4. SEE SHEETS C-302 & C-305 FOR CROSS SECTIONS.

5. IN THE BOROUGH OF STONE HARBOR, THIS CONTRACT CONSISTS OF OPTION WORK,

IF AWARDED, FOR THE CONTRACTOR TO HARVEST SAND FROM WITHIN THE

FORE-DUNE BORROW AREAS.

GENERAL PLAN - STONE HARBOR

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SEAWARD EDGE

OF BERM (TYP)

CONTRACTOR

WORK LIMIT (TYP)

SM007 (STA. 33+63)

AZIMUTH 124.10°

L 870.20

TOE OF SLOPE (TYP)

CONTRACTOR

ACCESS

STA 29+99.84

L 870.24

STA 39+49.90

L 702.40

STA 41+90.63

L 568.18

STA 34+99.88

L 839.17

STA 19+57.25

L 368.69

STA 28+92.18

L 847.86

STA 24+99.84

L 813.24

STA 19+99.85

L 631.43

EXISTING DUNE (TYP)

MHW

M H

H W

MLW

M L W

MLW

L W

TIE INTO EXISTING

BERM ELEV. +7.25

AT STA. 19+57.25

SURVEY & CONST. BASELINE

EXISTING PEDESTRIAN

CROSSOVERS (TYP)

N: 100077.33

E: 433551.72

N: 100113.05

E: 433701.84

N: 100077.33

E: 433551.72

N: 100077.33

E: 433551.72

N: 100077.33

E: 433551.72

N: 100077.33

E: 433551.72

N: 99882.08

E: 434127.29

N: 99441.06

E: 434446.61

N: 99469.47

E: 433543.78

N: 99002.37

E: 433447.72

N: 98770.56

E: 433263.29

N: 98167.17

E: 432969.26

N: 98047.34

E: 432785.16

N: 97854.01

E: 432659.71

N: 97667.91

E: 432509.69

AVALON AVE

TOWNSENDS INLET

35+00

40+00

S T

REGRADE SEAWARD FACE

OF DUNE (SEE NOTE 6)

S T

N: 99469.47

E: 433543.78

N: 99469.47

E: 433543.78

N: 100077.33

E: 433551.72

N: 100077.33

E: 433551.72

N: 100077.33

E: 433551.72

N: 98167.17

E: 432969.26

N: 99719.63

E: 433463.40

N: 99719.63

E: 433463.40

N: 99719.63

E: 433463.40

N: 99719.63

E: 433463.40

N: 99719.63

E: 433463.40

N: 99684.42

E:433530.51

N:99687.42

E:433546.92

N: 99674.91

E:433546.05

N: 99675.80

E:433519.85

N: 99701.48

E:433474.04

ATLANTIC OCEAN

AVALON

LANDWARD EDGE

OF BERM (TYP)

E X

I S

T I

T T

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. SEE SHEETS C-302 THROUGH C-305 FOR CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE (SEAWARD EDGE OF BERM) MAY BE REVISED FOLLOWING RECEIPT

AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS.

6. THE CONTRACTOR SHALL BE REQUIRED TO REGRADE ANY SCARPING ALONG THE SEAWARD SIDE OF THE DUNE AT 5H:1V SLOPE UNTIL IT INTERSECTS THE PROPOSED TEMPLATE. REGRADED MATERIAL SHALL BE PLACED DIRECTLY ON THE BERM TO MEET THE BEACHFILL CONSTRUCTION TEMPLATE (ELEV. +7.25' NAVD88).

SCARPING MAY BE ENCOUNTERED FROM APPROXIMATELY STA. 25+00 TO STA. 39+00. THE CONTRACTOR SHALL COORDINATE THE EXACT AREAS OF REGRADING WITH THE COR DUE TO THE DYNAMIC CONDITIONS OF

THE SITE.

M A

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PLAN - STA. 13+89 TO STA. 42+27

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CONTRACTOR

ACCESS

CONTRACTOR

STAGING AREA

CONTRACTOR

WORK LIMIT (TYP)

SEAWARD EDGE

OF BERM (TYP)

TIE INTO EXISTING

BERM ELEV. +7.25

AT STA. 49+99.88

TOE OF SLOPE (TYP)

STA 49+99.88

L 286.35

STA 44+99.86

L 420.23

MHW

MHW MHW MHW MHW

H W

M H

MHW

MLW

M L W

MLW

EXISTING 24"Ø

D.I.P. OUTFALL

N 96315.65

E 431982.9

INV. ELEV.= +3.603

SURVEY & CONST.

BASELINE

PRIVATE PROPERTY

(DO NOT DISTURB)

EXISTING DUNE (TYP)

EXISTING PEDESTRIAN

CROSSOVERS (TYP)

N: 97409.04

E: 432338.42

N: 97000.39

E: 432050.05

N: 96816.08

E: 431944.48

N: 96321.89

E: 431591.92

N: 95761.68

E: 431192.18

N: 95237.67

E: 430601.76

N: 95109.68

E: 430540.41

N: 95031.86

E: 430556.17

N: 94913.04

E: 430477.27

N: 94964.56

E: 430399.93

45+00

50+00

55+00

60+00

65+00

AVALON AVE

BOARDWALK

N: 96954.97

E: 432024.03

N: 96954.97

E: 432024.03

N: 97010.65

E: 431944.94

N: 96999.47

E: 431937.33

N: 96999.47

E: 431937.33

N: 96942.47

E: 432016.88

ATLANTIC OCEAN

AVALON

LANDWARD EDGE

OF BERM (TYP)

PLAN - STA. 42+27 TO STA. 77+28

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. SEE SHEETS C-302 THROUGH C-305 FOR CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE (SEAWARD EDGE OF BERM) MAY BE

REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF THE PRE-CONSTRUCTION

SURVEYS.

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NORTH

EXISTING 18"Ø

D.I.P. OUTFALL

N 94498.86

E 430655.10

INV. ELEV.= -0.894

(BURRIED CABLE IN VICINITY)

CONTRACTOR

ACCESS

M H

MHW

M L W

MLW

SURVEY & CONST.

BASELINE

EXISTING DUNE (TYP)

CONTRACTOR

WORK LIMIT (TYP)

N: 94896.96

E: 430334.14

N: 94800.32

E: 430187.15

N: 94374.31

E: 429750.71

N: 94395.50

E: 429724.33

N: 94352.11

E: 429656.35

N: 93527.14

E: 430337.46

110+00

1ST AVE

AVALON AVE

ATLANTIC OCEAN

B O

A R

A L K

ATLANTIC OCEAN

AVALON

PLAN - STA. 77+28 TO STA. 112+88

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. SEE SHEETS C-302 THROUGH C-305 FOR CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE (SEAWARD EDGE OF BERM) MAY BE

REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF THE PRE-CONSTRUCTION

SURVEYS.

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M H

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L W

SURVEY & CONST.

BASELINE

CONTRACTOR WORK LIMIT (TYP)

EXISTING DUNE (TYP)

EXISTING PEDESTRIAN

CROSSOVERS (TYP)

(SEE NOTE 6)

STA 234+99.88

L 229.21

STA 239+99.92

L 224.88

STA 244+99.92

L 225.03

STA 250+00.00

L 212.39

N: 82580.93

E: 421339.04

N: 82285.12

E: 421135.06

N: 81855.68

E: 420864.22

N: 81427.57

E: 420611.74

N: 81124.67

E: 420376.16

N: 82178.38

E: 421987.03

1ST AVE

240+00

245+00

250+00

EXISTING GROIN

SEAWARD EDGE OF FORE-DUNE

BORROW AREA B (SEE NOTE 5)

ATLANTIC OCEAN

STONE HARBOR

APPROXIMATE LANDWARD

EDGE OF FORE-DUNE BORROW

AREA B (SEE NOTE 5)

FORE-DUNE BORROW

AREA B (SEE NOTE 4)

PLAN - STA. 218+00 TO STA. 253+09

M A

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NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR PROFILE ORIGIN POINTS.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS AND SEE SHEETS C-302 THROUGH C-305 FOR CROSS SECTIONS.

4. THE CONTRACT CONSISTS OF OPTION WORK, IF AWARDED, FOR THE CONTRACTOR TO HARVEST SAND FROM WITHIN THE FORE-DUNE BORROW AREAS AND ABOVE THE FEDERAL DUNE TEMPLATE.

HARVESTED SAND SHALL BE PLACED WITHIN THE SAME GENERAL PROFILE LINE AS ITS SOURCE . PRIOR TO PLACEMENT, SAND SHALL BE FREE OF DEBRIS AND FOREIGN OBJECTS INCLUDING ANY COMPONENTS OF BURIED SAND FENCE. FOR BIDDING PURPOSES, THE CONTRACTOR SHALL ASSUME THERE ARE FOUR ROWS OF BURIED SAND FENCE, INSTALLED IN A ZIG-ZAG FORMATION, TO BE REMOVED FROM WITHIN THE FORE-DUNE BORROW AREAS. AFTER SAND REMOVAL FROM THE FORE-DUNE BORROW AREA, DUNES SHALL BE REGRADED TO A 5H:1V SLOPE. INSTALLATION OF SAND FENCE AND DUNE GRASS WILL ACCOMPANY THE FORE-DUNE REGRADING, IF THOSE OPTIONS ARE AWARDED. SEE SPECIFICATIONS.

5. THE SEAWARD EDGE OF THE FORE-DUNE BORROW AREA MAY CHANGE FOLLOWING THE RECEIPT AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS. THE FORE-DUNE BORROW AREA STATIONS WILL NOT CHANGE BASED ON PRE-CONSTRUCTION SURVEYS. THE LANDWARD EDGE OF THE FORE-DUNE BORROW AREAS, AS SHOWN ON THE PLAN SHEETS, IS APPROXIMATED (SEE CROSS SECTIONS FOR LANDWARD LIMIT). THE CONTRACTOR SHALL MAINTAIN A MINIMUM 2 FOOT BUFFER FROM THE EXISTING FEDERAL DUNE AS SHOWN ON THE CROSS SECTIONS.

6. THE EXISTING SPLIT RAIL FENCE ON THE PEDESTRIAN AND VEHICULAR CROSSOVERS, WITHIN THE FORE-DUNE BORROW AREAS AND SEAWARD OF THE EXISTING FEDERAL DUNE TEMPLATE TOE, SHALL BE REMOVED PRIOR TO SAND REMOVAL (SEE SHEET C-401). THE QUANTITY OF SPLIT RAIL FENCE TO BE REMOVED AND STOCKPILED COULD BE UP TO 700 LINEAR FEET IN FORE-DUNE BORROW AREA A AND 1,200 LINEAR FEET IN FORE-DUNE BORROW AREA B. REMOVED SPLIT RAIL FENCE SHALL BE STOCKPILED IN THE CONTRACTOR STAGING AREAS AND RETURNED TO THE BOROUGH OF STONE HARBOR (SEE

SPECIFICATIONS).

7. THE CONTRACTOR SHALL NOT DISTURB THE EXISTING ADA CROSSOVERS WITHIN THE FORE-DUNE BORROW AREAS. ANY DAMAGE TO ADA CROSSOVERS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. THE CONTRACTOR SHALL MAINTAIN A 5H:1V SLOPE ADJACENT TO ANY EXISTING ADA CROSSOVER (SEE SHEET C-401).

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MHW

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MHW

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MLW

MLW MLW

MLW

MLW MLW

MLW

M L W

MLW

SURVEY & CONST.

BASELINE

CONTRACTOR WORK LIMIT (TYP)

EXISTING DUNE (TYP)

STA 254+99.92

L 235.47

STA 259+99.91

L 223.71

STA 264+99.91

L 218.33

STA 269+99.91

L 190.99

STA 274+99.91

L 213.17

STA 279+99.98

L 194.77

STA 284+99.95

L 171.24

N: 80280.05

E: 419883.76

N: 79924.66

E: 419672.51

N: 79802.74

E: 419565.93

N: 78370.50

E: 418612.23

N: 77854.29

E: 418305.24

1ST AVE

255+00

260+00

265+00

270+00

275+00

280+00

285+00

EXISTING GROIN (TYP)

(SEE NOTE 8)

ATLANTIC OCEAN

STONE HARBOR

N: 79992.30

E: 419747.19

SEAWARD EDGE OF FORE-DUNE

BORROW AREA B (SEE NOTE 5)

EXISTING PEDESTRIAN

CROSSOVERS (TYP)

(SEE NOTE 6)

FORE-DUNE BORROW

AREA B (SEE NOTE 4)

EXISTING ADA CROSSOVER

(SEE NOTE 7)

EXISTING ADA CROSSOVER

(SEE NOTE 7)

EXISTING ADA CROSSOVER

(SEE NOTE 7)

APPROXIMATE LANDWARD

EDGE OF FORE-DUNE BORROW

AREA B (SEE NOTE 5)

PLAN - STA. 253+09 TO STA. 287+90

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1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR PROFILE ORIGIN POINTS.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS AND SEE SHEETS C-302 THROUGH C-305 FOR CROSS SECTIONS.

4. THE CONTRACT CONSISTS OF OPTION WORK, IF AWARDED, FOR THE CONTRACTOR TO HARVEST SAND FROM WITHIN THE FORE-DUNE BORROW AREAS AND ABOVE THE FEDERAL DUNE TEMPLATE.

SPECIFICATIONS).

8. EXISTING GROINS SHALL NOT BE DAMAGED DURING HARVESTED SAND PLACEMENT. ANY DAMAGE TO EXISTING GROINS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

GOVERMENT.

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ACCESS AREA

EXISTING 12"Ø

D.I.P. OUTFALL

N 76026.13

E 417667.8

INV. ELEV.= 0.508

EXISTING 16"Ø

D.I.P. OUTFALL

N 75242.63

E 417113.7

INV. ELEV.= -0.52

MHW

M H

MHW

M L W

MLW

L W

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SURVEY & CONST.

BASELINE

CONTRACTOR WORK LIMIT (TYP)

EXISTING DUNE (TYP)

STA 289+99.99

L 153.71

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N: 77513.64

E: 418081.01

N: 76912.64

E: 417747.73

N: 76348.40

E: 417405.32

N: 75936.18

E: 417167.32

N: 75775.71

E: 416966.04

N: 75472.92

E: 416696.15

N: 76170.83

E: 417302.65

N: 76245.91

E: 417143.54

N: 76213.58

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(SEE NOTE 8)

EXISTING ADA CROSSOVER

(SEE NOTE 7)

EXISTING PEDESTRIAN

CROSSOVERS (TYP)

(SEE NOTE 6)

FORE-DUNE BORROW AREA B

(SEE NOTES 4 & 5)

FORE-DUNE BORROW

AREA A (SEE NOTE 4)

ATLANTIC OCEAN

STONE HARBOR

APPROXIMATE LANDWARD

EDGE OF FORE-DUNE BORROW

AREA B (SEE NOTE 5)

APPROXIMATE LANDWARD

EDGE OF FORE-DUNE BORROW

AREA A (SEE NOTE 5)

N: 76137.67

E: 417283.53

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BORROW AREA B (SEE NOTE 5)

FORE-DUNE BORROW

AREA B (SEE NOTE 4)

SEAWARD EDGE OF FORE-DUNE

BORROW AREA A (SEE NOTE 5)

PLAN - STA. 287+90 TO STA. 322+68

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1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR PROFILE ORIGIN POINTS.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS AND SEE SHEETS C-302 THROUGH C-305 FOR CROSS SECTIONS.

4. THE CONTRACT CONSISTS OF OPTION WORK, IF AWARDED, FOR THE CONTRACTOR TO HARVEST SAND FROM WITHIN THE FORE-DUNE BORROW AREAS AND ABOVE THE FEDERAL DUNE TEMPLATE. HARVESTED SAND SHALL BE PLACED WITHIN THE SAME GENERAL PROFILE LINE AS ITS SOURCE . PRIOR TO PLACEMENT, SAND SHALL BE FREE OF DEBRIS AND FOREIGN OBJECTS INCLUDING ANY COMPONENTS OF BURIED SAND FENCE. FOR BIDDING PURPOSES, THE CONTRACTOR SHALL ASSUME THERE ARE FOUR ROWS OF BURIED SAND FENCE, INSTALLED IN A ZIG-ZAG FORMATION, TO BE REMOVED FROM WITHIN THE FORE-DUNE BORROW AREAS. AFTER SAND REMOVAL FROM THE FORE-DUNE BORROW AREA, DUNES SHALL BE REGRADED TO A 5H:1V SLOPE. INSTALLATION OF SAND FENCE AND DUNE GRASS WILL ACCOMPANY THE FORE-DUNE REGRADING, IF THOSE

OPTIONS ARE AWARDED. SEE SPECIFICATIONS.

8. EXISTING GROINS SHALL NOT BE DAMAGED DURING HARVESTED SAND PLACEMENT. ANY DAMAGE TO EXISTING GROINS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

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EXISTING MOORING

POSTS TO REMAIN (TYP)

MHW

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BASELINE

EXISTING DUNE (TYP)

CONTRACTOR WORK LIMIT (TYP)

STA 324+99.99

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STA 334+99.90

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N: 74915.99

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N: 73011.21

E: 415831.37

A V

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330+00

L K

EXISTING GROIN (TYP)

L K

ATLANTIC OCEAN

STONE HARBOR

N: 73328.20

E: 415370.92

N: 73381.60

E: 415326.95

N: 73429.99

E: 415241.96

N: 73437.02

E: 415221.40

N: 73524.53

E: 415051.97

N: 73579.44

E: 415066.20

N: 73465.08

E: 415297.07

N: 73419.90

E: 415276.72

APPROXIMATE LANDWARD

EDGE OF FORE-DUNE BORROW

AREA A (SEE NOTE 5)

EXISTING ADA CROSSOVER

(SEE NOTE 7)

FORE-DUNE BORROW

AREA A (SEE NOTE 4)

EXISTING PEDESTRIAN

CROSSOVERS (TYP)

(SEE NOTE 6)

EXISTING VEHICULAR

CROSSOVER (SEE NOTE 6)

325+00

SEAWARD EDGE OF FORE-DUNE

BORROW AREA A (SEE NOTE 5)

PLAN - STA. 322+68 TO STA. 352+38

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NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR PROFILE ORIGIN POINTS.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS AND SEE SHEETS C-302 THROUGH C-305 FOR CROSS SECTIONS.

4. THE CONTRACT CONSISTS OF OPTION WORK, IF AWARDED, FOR THE CONTRACTOR TO HARVEST SAND FROM WITHIN THE FORE-DUNE BORROW AREAS AND ABOVE THE FEDERAL DUNE TEMPLATE.

SPECIFICATIONS).

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ELEV. +7.25

EXISTING BEACH

CROSS SECTION

(VARIES)

BEACHFILL TEMPLATE

VARIES

LANDWARD EDGE OF BERM

(VARIES - SEE NOTE 10)

SEAWARD EDGE OF BERM

TOE OF SLOPE VARIES

(SEE NOTE 12)

ELEV. +14.75

MLW ELEV. -2.75

MHW ELEV. +1.05

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EXISTING DUNE

TO REMAIN

(ELEV. VARIES)

SURVEY AND

CONSTRUCTION

VEHICLE CROSSOVER

SPLIT RAIL FENCE (TYP)

(SEE NOTE 18 AND

DETAIL 4&5/C-501)

DUNE

GEOTEXTILE

(SEE NOTE 16 & 20)

I-5 MATERIAL

6" (TYP)

16'

Y P

DUNE

SPLIT RAIL FENCE (TYP)

(SEE NOTE 18 AND

DETAIL 4&5/C-501)

PEDESTRIAN CROSSOVER

6" (TYP)

I-5 MATERIAL

GEOTEXTILE

(SEE NOTE 16 & 20)

DUNE

EXIST POST AND RAIL FENCE (TYP)

(SEE NOTE 19)

ADA CROSSOVER

I-5 MATERIAL

(SEE NOTE 19)

GEOTEXTILE

(SEE NOTE 16 & 19)

10'

6" (TYP)

Y P

(SEE NOTE 19)

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SURVEY AND

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EXISTING DUNE

TO REMAIN

(ELEV. VARIES)

EXISTING BEACH

CROSS SECTION

(VARIES)

D U

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L I N

FORE-DUNE BORROW AREA

(SEE NOTE 14)

MLW ELEV. -2.75

MHW ELEV. +1.05

ELEV. +7.25

ELEV. +14.75

FEDERAL DUNE

TEMPLATE

2 FOOT BUFFER FROM DUNE

TEMPLATE (SEE NOTE 13)

HARVESTED SAND

PLACEMENT TEMPLATE

(SEE NOTE 15)

NTS

TYPICAL SECTION - AVALON

SCALE IN FEET

V: 10 5 0 10 20

H: 100 50 0 100 200

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.

3. SEE SHEETS C-302 THROUGH C-305 FOR CROSS SECTIONS.

4. SEE SHEET C-401 FOR ENLARGED PLAN VIEWS OF CROSSOVERS.

5. SEE SHEET C-501 FOR CONSTRUCTION DETAILS.

6. CROSS SECTIONS ARE SHOWN LOOKING BACK STATION ALONG THE SURVEY AND CONSTRUCTION BASELINE.

7. THE BEACHFILL DISCHARGE PIPE SHALL BE PLACED ON THE OCEAN SIDE OF THE EXISTING DUNES AT ALL TIMES.

8. 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 REQUIREMENTS.

9. THE EXTENT OF THE EXISTING DUNES WILL VARY DUE TO DYNAMIC CONDITIONS. THE LOCATIONS OF EXISTING DUNES AS SHOWN ON THE PLAN DRAWINGS AND BY THE STATIONING REFERENCED ON THIS SHEET IS APPROXIMATE.

10. THE LIMIT OF BEACHFILL COINCIDES WITH THE LOCATION WHERE THE NEW BERM AT ELEV. +7.25 MEETS THE EXISTING BERM.

11. THE CONTRACTOR SHALL BE REQUIRED TO REGRADE ANY SCARPING ALONG THE SEAWARD SIDE OF THE DUNE AT A 5H:1V SLOPE UNTIL IT INTERSECTS THE PROPOSED TEMPLATE. REGRADED MATERIAL SHALL BE PLACED DIRECTLY ON THE BERM TO MEET THE BEACHFILL CONSTRUCTION TEMPLATE (ELEV. +7.25' NAVD88). SCARPING MAY BE ENCOUNTERED IN AVALON FROM APPROXIMATELY STA. 25+00 TO STA. 39+00 (SEE SHEET C-103). THE CONTRACTOR SHALL COORDINATE THE

EXACT AREAS OF REGRADING WITH THE COR DUE TO THE DYNAMIC CONDITIONS OF THE SITE.

12. THE TOE OF SLOPE VARIES (SEE PLAN SHEETS C-103 AND C-104 AND CROSS SECTION SHEETS C-302 AND C-303 FOR TIE-IN LOCATIONS).

13. EXCAVATION MUST OCCUR ON THE SEAWARD SIDE OF THE FEDERAL DUNE CREST AND OUTSIDE THE DUNE BUFFER ZONE.

14. THE CONTRACTOR SHALL ASSUME FOUR ROWS OF BURIED ZIG-ZAG SAND FENCE WITHIN THE FORE-DUNE BORROW AREAS. PRIOR TO ACCEPTANCE, THE SAND SHALL BE FREE OF DEBRIS. AFTER SAND IS HARVESTED FROM THE FORE-DUNE

BORROW AREAS, THE REMAINING DUNE SHALL BE REGRADED AT A 5H:1V SLOPE.

15. HARVESTED SAND REMOVED FROM THE FORE-DUNE BORROW AREAS SHALL BE PLACED WITHIN THE SAME GENERAL PROFILE LINE AS ITS SOURCE USING DOZERS OR OTHER EARTH MOVING EQUIPMENT. PLACE AND SHAPE HARVESTED SAND TO 7.25' NAVD88 WITH THE SEAWARD SLOPE AT 15H:1V OR LESS. THE HARVESTED SAND PLACEMENT TEMPLATE IS SHOWN ON THE TYPICAL SECTION FOR ILLUSTRATIVE PURPOSES ONLY AND IS NOT SHOWN ON THE CROSS SECTIONS. BERM WIDTHS ARE DEPENDENT ON THE AVAILABLE QUANTITY OF SAND AND THE EXISTING GROUND ALONG THE GENERAL PROFILE LINE.

16. THE GAP BETWEEN THE GEOTEXTILE AND I-5 MATERIAL IS SHOWN FOR CLARITY ONLY; THE GEOTEXTILE SHALL ONLY TURN VERTICAL FOR HALF THE THICKNESS OF THE I-5 MATERIAL.

17. THE CROSSOVER WALKING SURFACE IS FLAT IN THE TRANSVERSE DIRECTIONS.

18. EXISTING SPLIT RAIL FENCE ON PEDESTRIAN AND VEHICULAR CROSSOVERS, WITHIN THE FORE-DUNE BORROW AREAS AND SEAWARD OF THE EXISTING FEDERAL DUNE TEMPLATE TOE, SHALL BE REMOVED PRIOR TO SAND HARVESTING. THE QUANTITY OF SPLIT RAIL FENCE TO BE REMOVED AND STOCKPILED COULD BE UP TO 700 LINEAR FEET IN FORE-DUNE BORROW AREA A AND 1,200 LINEAR FEET IN FORE-DUNE BORROW AREA B. REMOVED SPLIT RAIL FENCE MATERIAL SHALL BE STOCKPILED IN THE CONTRACTOR STAGING AREAS AND RETURNED TO THE BOROUGH OF STONE HARBOR (SEE SPECIFICATIONS).

19. THE CONTRACTOR SHALL MAINTAIN A SAFE DISTANCE FROM ANY EXISTING ADA CROSSOVER WITHIN THE FORE-DUNE BORROW AREA IN ORDER TO MAINTAIN A 5H:!V SLOPE TIE INTO EXISTING GROUND (SEE DETAIL 3 ON SHEET C-401). ANY DAMAGE TO EXISTING ADA CROSSOVERS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

20. FOR BIDDING PURPOSES, THE CONTRACTOR SHALL ASSUME NO GEOTEXTILE IS INSTALLED UNDER THE EXISTING CROSSOVER WITHIN THE LIMITS OF THE FORE-DUNE SHOWN ON SHEET C-401.

NTS

TYPICAL SECTION - EXISTING VEHICULAR CROSSOVER

NTS

TYPICAL SECTION - EXISTING PEDESTRIAN CROSSOVER

NTS

TYPICAL SECTION - STONE HARBOR

SCALE IN FEET

V: 10 5 0 10 20

H: 100 50 0 100 200

NTS

TYPICAL SECTION - EXISTING ADA CROSSOVERTYPICAL SECTION - EXISTING ADA CROSSOVER

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DISTANCE FROM BASELINE (FEET)

E L E

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T I O

A V

MHW MHW MHW

MLW MLW

MHW MHW

MLW

MHW

MLW

MHW MHW

MLW MLW

MHW

MLW

MHW

MLW

MHW

MLW

-5-5

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DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

MHW

MLW

BEACHFILL

CONSTRUCTION

TEMPLATE (TYP)

MHW ELEV. +1.05 (TYP)

MLW ELEV. -2.75 (TYP)

EXISTING BEACH

CROSS SECTION (TYP)

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. ALL CROSS SECTIONS ARE SHOWN 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.

TIE…

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