Drawings.pdf

PDF 7 MB Posted Jul 2, 2019

Attached to: Maintenance Dredging Hampton Harbor, Hampton and Seabrook, New Hampshire
Solicitation number: W912WJ19B0011
Issued by: Department of the Army Corps of Engineers Engineering District New England

View the file

Other files

File	Type	Posted
Bid_Abstract_W912WJ19B0011.pdf	PDF	Aug 2, 2019
W912WJ19B0011_0004.pdf	PDF	Jul 31, 2019
HAM_2018_03_cond_sort20.xyz	XYZ file	Jul 30, 2019
W912WJ19B0011_0003.pdf	PDF	Jul 30, 2019
HAM_2018_03_cond_vol.xyz	XYZ file	Jul 30, 2019
HAM_20181010_CS_2018_058_03avg.xyz	XYZ file	Jul 29, 2019
HAM_20181010_CS_2018_058_20min.xyz	XYZ file	Jul 29, 2019
Revised_Army_Permit.pdf	PDF	Jul 29, 2019
W912WJ19B0011_0002.pdf	PDF	Jul 29, 2019
W912WJ19B0011_0001.pdf	PDF	Jul 12, 2019
Site_Visit_Attendance_List.pdf	PDF	Jul 12, 2019
Solicitation_W912WJ19B0011.pdf	PDF	Jul 2, 2019
HAMPTON_MAINT_DREDGE_Final_1_July_2019.pdf	PDF	Jul 2, 2019

Show all 13

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G C

O D

S C

A L E

S H

E E

H A

M S

P of Engineers

US Army Corps

H A

M P

T O

N A

N D S

E A

B R

O O

N E

W H

A M

P S

H A

M P

T O

N H

A R

B O

M A

T E

N A

N C

E D

R E

D G

W J

B pw://coe-naepwp01con.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/New Hampshire/Hampton Harbor/Maintenance Dredging FY19 (HAM_SP_2018_072)/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BI

7:38:40 AM 6/18/2019 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript.dscript

COVER SHEET AND INDEX

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

HAM_SP_2018_072_G-001.DGN

S I

G-001

G-101

C-101

C-102

C-103

C-104

HAM_SP_2018_072_G-101.DGN

HAM_SP_2018_072_C-101.DGN

HAM_SP_2018_072_C-102.DGN

HAM_SP_2018_072_C-103.DGN

HAM_SP_2018_072_C-104.DGN

MASSACHUSETTS

NEW

HAMPSHIRE

MAINE

VT.

CONN.

R.I.

HARTFORD

PROV.

CAPE

COD

BOSTON

PORTSMOUTH

CONCORD

PORTLAND

AUGUSTA

BANGOR

ATLANTIC

OCEAN

CANADA

HARBOR

HAMPTON

HAMPTON AND SEABROOK, NEW HAMPSHIRE

HAMPTON HARBOR

MAINTENANCE DREDGING

C-105

C-106

C-107

C-108

HAM_SP_2018_072_C-105.DGN

HAM_SP_2018_072_C-106.DGN

HAM_SP_2018_072_C-107.DGN

HAM_SP_2018_072_C-108.DGN

HAM_SP_2018_072_C-301.DGN

HAM_SP_2018_072_C-302.DGN

C-301

C-302

CROSS SECTIONS 1, MAINTENANCE DREDGING

CROSS SECTIONS 2, MAINTENANCE DREDGING

VICINITY MAP

NOT TO SCALE

LOCATION MAP

NOT TO SCALE

HAM_SP_2018_072_C-303.DGNC-303

HAM_SP_2018_072_C-304.DGNC-304

HAM_SP_2018_072_C-305.DGNC-305

HAMPTON BEACH

CROSS SECTIONS, DREDGED MATERIAL PLACEMENT,

SEABROOK BEACH

CROSS SECTIONS, DREDGED MATERIAL PLACEMENT,

G O

D F

R E

L T

O D

E A

L T

O D

E A

A R

A M

A Y

H A

M P T O

N , N

S E A B R

O O

K , N

H A

M P

T O

N F

A L L S

N H

G-102 HAM_SP_2018_072_G-102.DGN

O C

E A

N B

L V

R O

U T

C O

V E

R S

H E

E T A

N D I

N D

E X

GENERAL PLAN 1

GENERAL PLAN 2

8-FOOT ENTRANCE CHANNEL

CROSS CHANNEL

HAMPTON CHANNEL AND ANCHORAGE, AND 8-FOOT

8-FOOT ENTRANCE AND SEABROOK CHANNELS, 8-FOOT

AND 6-FOOT STATE ANCHORAGE

ANCHORAGE, 6-FOOT HAMPTON ANCHORAGE,

8-FOOT HAMPTON CHANNEL, 8-FOOT HAMPTON

ANCHORAGE

8-FOOT SEABROOK CHANNEL AND 8-FOOT SEABROOK

HAMPTON BEACH

SITE PLAN, DREDGED MATERIAL PLACEMENT,

SOUTHERLY ABUTMENT, BASCULE BRIDGE

SITE PLAN, DREDGED MATERIAL PLACEMENT,

SEABROOK BEACH

SITE PLAN 1, DREDGED MATERIAL PLACEMENT,

SEABROOK BEACH

SITE PLAN 2, DREDGED MATERIAL PLACEMENT,

C-109 HAM_SP_2018_072_C-109.DGN

SOUTHERLY ABUTMENT - BASCULE BRIDGE

CROSS SECTIONS, DREDGED MATERIAL PLACEMENT,

PLACEMENT, DOUBLE SHEET PILE WALL

SITE PLAN AND PROFILE, DREDGED MATERIAL

W912WJ19B0011SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District of Engineers

US Army Corps

ATLANTIC

OCEAN

RIVER

BLACKWATER

HARBOR

HAMPTON

SEABROOK

HAMPTON FALLS

J U

L Y

JULY 2019

BULKHEAD

WEST

BULKHEAD

EAST

PIER

CO-OP BUILDING AND

YANKEE FISHERMAN'S

STATE PARK

HAMPTON BEACH

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G C

O D

S C

A L E

S H

E E

M S

P of Engineers

US Army Corps

H A

M P

T O

N A

N D S

E A

B R

O O

N E

W H

A M

P S

H A

M P

T O

N H

A R

B O

M A

T E

N A

N C

E D

R E

D G

W J

# EASTING NORTHING

1 1215388.03 143546.29

2 1215084.56 144113.81

3 1214704.96 144459.21

4 1213718.36 144766.77

5 1212276.43 145327.49

6 1212149.75 145351.93

7 1212178.16 145499.21

8 1212318.16 145472.21

9 1213767.93 144908.44

10 1215042.16 144511.21

11 1215520.31 143617.02

12 1212073.18 145430.50

13 1211991.26 145445.04

14 1211890.07 145358.53

15 1211464.14 145234.43

16 1211196.53 144851.20

17 1211247.13 144109.23

18 1211139.01 143489.55

19 1211336.04 143455.17

20 1211180.41 142563.15

21 1210786.36 142631.90

22 1211045.94 144119.76

23 1210986.77 144987.48

24 1211263.96 145384.42

25 1211814.46 145544.82

26 1211964.56 145536.62

27 1211998.25 145484.42

28 1212080.17 145469.88

29 1211124.27 143957.77

30 1211045.43 143505.88

31 1211481.41 145447.78

32 1211426.60 145558.32

33 1211470.19 145913.79

34 1211819.39 146008.21

35 1211366.14 145885.65

36 1211088.20 146447.98

37 1210853.09 146923.66

38 1210624.05 147387.06

39 1210953.29 147623.03

40 1211240.58 147168.78

41 1211521.36 146724.84

42 1211977.28 146011.51

43 1212010.51 145917.27

44 1211857.39 145900.44

45 1211768.54 146152.42

46 1211437.10 146670.98

ATLANTIC

OCEAN

HAMPTON

HARBOR

H A M

PTO

H A R B O R

IN LE T

SHEET C-101

N 144000

N 148000

CHANNEL LIMIT (TYP.)

8-FOOT SEABROOK CHANNEL

8-FOOT HAMPTON CHANNEL

8-FOOT ENTRANCE CHANNEL

INNER SUNK ROCKS

OUTER SUNK ROCKS

FLOOD

EBB

ANCHORAGE

8-FOOT HAMPTON

ANCHORAGE

6-FOOT HAMPTON

ANCHORAGE

6-FOOT STATE

CHANNEL

8-FOOT CROSS

H A

M P T O

N , N

S E A B R O

O K , N

SEABROOK, NH

ANCHORAGE

8-FOOT SEABROOK

HAMPTON

SEABROOK

SEA-ARM (FEDERAL)

SOUTH STONE JETTY

SHORE-ARM (STATE OF NH)

SOUTH STONE JETTY

SEA-ARM (FEDERAL)

NORTH STONE JETTY

SHORE-ARM (STATE OF NH)

NORTH STONE JETTY

WEST

BULKHEAD

EAST

BULKHEAD

HAMPTON HARBOR

HAMPTON AND SEABROOK

NEW HAMPSHIRE

8-FOOT CHANNELS AND ANCHORAGES

6-FOOT HAMPTON ANCHORAGE

6- FOOT STATE ANCHORAGE

STATE PLANE NAD 1983

SHEET C-104

SHEET C-103

SHEET C-102

pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/New Hampshire/Hampton Harbor/Maintenance Dredging FY19 (HAM_SP_2018_072)/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BI

6:02:12 AM 6/10/2019 PD: AEC_pdf.pltcfgDS: AEC_Screen_Color.dscript.dscript

N S I

D :1

G-101A2

SCALE: 1'' = 400' 800'0 400'

G O

D F

R E

L T

O D

E A

A R

A M

A Y

L T

O D

E A

G E

N E

R A

L P

L A

GENERAL PLAN 1

)C-104, AND SHEETS C-301 AND C-302 ONLY

ON SHEETS C-101 THROUGH MATERIAL REQUIRED TO BE DREDGED (

)ON SHEETS C-301 AND C-302 ONLYMATERIAL ALLOWABLE OVERDEPTH (

)ON SHEETS C-102 AND C-104 ONLYNO SPUD ZONE AREA (

)ON SHEETS C-101 THROUGH C-104 ONLYNAVIGATION (NAV) AIDS (

40) ON SHEET G-101 ONLYCHANNEL COORDINATES (

)ON SHEETS C-101 TO C-104 ONLYCHANNEL CENTERLINE (

)C-104 ONLY

ON SHEETS C-101 THROUGHLIMIT OF DREDGING ALONG SIDE SLOPE (

)ON SHEETS C-102, C-103, C-104 AND C-106 ONLYSANITARY FORCE MAIN (

)ON SHEETS C-102, C-103, C-104 AND C-106 ONLYWATER MAIN (

)ON SHEETS C-102, C-103, C-104 AND C-106 ONLYGAS MAIN (

)ON SHEETS G-101, G-102, C-102, AND C-103GUARD RAIL (

)ON SHEETS G-102 AND C-109 ONLYMIDDLE GROUND SAND FLAT (

LEGEND

)AND C-108 ONLY

ON SHEETS G-101, G-102, C-102, C-103, C-104, C-106,TOWN BOUNDARY (

SYMBOLDESCRIPTION

)ON SHEETS C-105 TO C-109 ONLYMAJOR CONTOUR (

)ON SHEETS C-105 TO C-109 ONLYMINOR CONTOUR (

)ON SHEET G-102 ONLYGRASS DUNE AREA (

)ON SHEETS C-105 THROUGH C-108 ONLYGRASS DUNE AREA (

HPL) ON SHEET G-102 ONLYHYDRAULIC PIPELINE (

)ON SHEET C-109 ONLYSHEET PILE WALLS AT WEST BULKHEAD (

)SHEET G-102 ONLY

ON CONTRACTOR'S TEMPORARY ACCESS TO SOUTH BRIDGE ABUTMENT (

ONLY)C-105 THROUGH C-109

ON SHEETS G-102, AND DREDGED MATERIAL PLACEMENT SITE AND FILL (

)ON SHEET G-102 ONLYCONTRACTOR'S STAGING AND STORAGE AREA (

BM1

)G-102 ONLY

ON SHEETCONTRACTOR'S TEMPORARY ACCESS WAY TO BEACHES (

)ON SHEET G-102 ONLYEXISTING ASPHALT PAVED ROAD AND PARKING (

)ON SHEETS C-102 THROUGH C-109 ONLYSECTION CALLOUT (

)ON SHEET G-102 ONLYROUTE 1A DRAWBRIDGE (

)AND C-102 ONLY

ON SHEETS G-101, G-102, C-101,STONE JETTY; STATE AND FEDERAL (

)C-109 ONLY

ON SHEETS C-105, C-106, ANDSTONE STRUCTURE; JETTY OR GROIN (

)ON SHEET G-102 ONLYBENCHMARK BEACH2018 (

THROUGH C-104 ONLY)

REQUIRED DREDGING DEPTH, 8-FOOT CONTOUR (ON SHEETS C-101

)ON SHEET C-103 ONLYREQUIRED DREDGING DEPTH, 6-FOOT CONTOUR (

GENERAL NOTES:

LIST, VOLUME 1.

ON PUBLISHED LOCATIONS AND DETAILS CAN BE FOUND IN THE USCG LIGHT

AUTHORITATIVE SOURCE OF AIDS TO NAVIGATION. ADDITIONAL INFORMATION

ARE PLOTTED AT THE FIELD-DETERMINED POSITIONS. THE USCG IS THE

9. AIDS TO NAVIGATION WERE LOCATED DURING SURVEY OPERATIONS AND

AND MARCH 2018. MICHAEL J VADNAIS AND CREW ON OCTOBER 2018.

SURVEYED BY: FREDERICK W PERRY AND CREW ON AUGUST 2017

8. FIELD BOOK: R&H 4970, R&H 4562 AND R&H 3535

CONSIDERED AS INDICATING THE CONDITIONS EXISTING AT THAT TIME.

RESULTS OF SURVEYS MADE ON THE DATES INDICATED, AND CAN ONLY BE

7. THE INFORMATION DEPICTED ON THESE MAPS REPRESENTS THE

VOLUME CALCULATION PURPOSES.

2018. THE DATA DEPICTED ON THESE MAPS SHOULD NOT BE USED FOR

SURVEYS CONDUCTED DURING AUGUST 2017, MARCH AND OCTOBER

THE SHOALEST SOUNDINGS OF THOSE OBTAINED FROM HYDROGRAPHIC

6. THE SOUNDING INFORMATION SHOWN ON THESE MAPS REPRESENTS

BOULDER (2006) (2017 SURVEY).

STATIONS USED WERE STATIONS MTS SALISBURY AND TBM BEACH-2018 AND

RECORDED UTILIZING A TRIMBLE SPS 855 RTK GPS SYSTEM. THE RTK BASE

300 KHZ. HORIZONTAL POSITIONING AND REAL TIME TIDE READINGS WERE

AT 200 KHZ AND A R2 SONIC 2024 MULTIBEAM SONAR SYSTEM OPERATING AT

5. SURVEY WAS PERFORMED USING: AN ODOM MK 3 ECHO SOUNDER OPERATING

AND ARE BASED ON U.S. SURVEY FEET.

SYSTEM FOR THE STATE OF NEW HAMPSHIRE (ZONE 2800), NAD 1983

4. COORDINATES SHOWN ARE BASED ON THE TRANSVERSE MERCATOR GRID

RANGE OF TIDE IS 8.3 FEET.

TO MLLW. NO TIDE GAUGES WERE USED ON THIS PROJECT. THE AVERAGE

THEREFORE THE CORRECTION SHOULD BE ADDED TO NAVD 88 TO CONVERT

VICINITY OF HAMPTON HARBOR, NEW HAMPSHIRE. NAVD88 IS ABOVE MLLW;

THE CORRECTION IS REFERENCED FROM NOAA'S V-DATUM MODEL IN THE

THE MLLW TO NAVD 88 CORRECTION FOR THIS PROJECT IS 5.17 FEET.

3. BENCH MARK DATA: TIDES WERE RECORDED USING RTK GPS.

OTHERWISE NOTED AND SHOULD BE USED AS A GENERAL REFERENCE ONLY.

SHORELINE, BRIDGES, PIERS, ETC., IS LOCATED APPROXIMATE UNLESS

IMAGERY AND/OR NOAA CHART NO. 13278. ALL TOPOGRAPHY, INCLUDING

2. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS (SEE NOTE 8), AERIAL

CONSIDERED NEGATIVE.

ARE BELOW THE REFERENCE PLANE OF MLLW, AND SHOULD BE

THE REFERENCE PLANE OF MLLW. SOUNDINGS WITHOUT A SIGN

TIDAL EPOCH. SOUNDINGS NOTED WITH A (+) ARE ABOVE

MEAN LOWER LOW WATER (MLLW) AND IS BASED ON THE 1983-2001

1. SOUNDINGS ARE IN FEET AND TENTHS. THE REFERENCE PLANE IS

J U

L Y

C-XXX

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G C

O D

S C

A L E

S H

E E

M S

P of Engineers

US Army Corps

H A

M P

T O

N A

N D S

E A

B R

O O

N E

W H

A M

P S

H A

M P

T O

N H

A R

B O

M A

T E

N A

N C

E D

R E

D G

W J

ATLANTIC

OCEAN

SEABROOK, NH

HAMPTON FALLS, NH

HYDRAULIC PIPELINE

50' RIGHT-OF-WAY FOR

50'

ANCHORAGE

6-FOOT HAMPTON

ANCHORAGE

8-FOOT HAMPTON

(STATE MAINTAINED)

6-FOOT ANCHORAGE

ANCHORAGE

8-FOOT SEABROOK

MIDDLE GROUND

SAND FLAT

ENTRANCE CHANNEL

8-FOOT FEDERAL

Q STREET

EPPING AVENUE

DOVER AVENUE

CONCORD AVENUE

BOSTON AVENUE

E R

A V

E N

U E

O C E

A N B

O U L E

V A R

D R

O U T E

DUNE

HYDRAULIC PIPELINE

50' RIGHT-OF-WAY FOR

HYDRAULIC PIPELINE (TYP)

POTENTIAL ROUTE FOR

CHANNEL

HAMPTON

8-FOOT

DUNE

TO SHEETS C-107 AND C-108)

AREA AT SEABROOK BEACH (REFER

DREDGED MATERIAL PLACEMENT

(REFER TO SHEET C-105)

AREA AT HAMPTON BEACH

DREDGED MATERIAL PLACEMENT

DUNES

20'

TYP

BM1

SEA-ARM (FEDERAL)

NORTH STONE JETTY

SEA-ARM (FEDERAL)

SOUTH STONE JETTY

OF NH)

SHORE-ARM (STATE

NORTH STONE JETTY

OF NH)

SHORE-ARM (STATE

SOUTH STONE JETTY

WEST BULKHEAD

TO SHEET C-109)

AREA AT WEST BULKHEAD (REFER

DREDGED MATERIAL PLACEMENT

EAST BULKHEAD

VERT. CL 18' MHW

HOR. CL 40' MHW

BASCULE BRIDGE (ROUTE 1A)

DRAW BRIDGE

ROUTE 1A

ATLANTIC

OCEAN

BLACKWATER

RIVER

(80' x 150' = 12,000 SF)

AND STAGING AREA

CONTRACTOR'S STORAGE

THIS SHEET)

EQUIPMENT (SEE NOTES 2 AND 3,

CONSTRUCTION VEHICLES AND

TEMPORARY ACCESS WAY FOR

EQUIPMENT

CONSTRUCTION VEHICLES AND

TEMPORARY ACCESS WAY FOR

END OF SUNCOOK STREET

TO SEABROOK BEACH AT

TEMPORARY ACCESS POINT

N 144178.77

E 1213740.84

N 144132.05

E 1213758.98

N 144010.10

E 1213380.26

N 143973.58

E 1213420.21

N 143157.08

E 1213070.95

N 143140.05

E 1213117.96

N 145807.18

E 1213496.78

N 145798.24

E 1213545.97

N 145754.33

E 1213537.99

N 145765.58

E 1213489.21

(75' X 115' = 8,625 SF)

AND STAGING AREA

CONTRACTOR'S STORAGE

ROCK

OUTCROP

ROCK

OUTCROP

HYDRAULIC PIPELINE (TYP)

50' RIGHT-OF-WAY FOR

CHANNEL

8-FOOT SEABROOK

120' FROM CENTER

LINE OF ROAD

NOTE 7

SEE

DUNE

CONSTRUCTION EQUIPMENT/VEHICLES

TO SOUTH BRIDGE ABUTMENT FOR

CONTRACTOR'S TEMPORARY ACCESS

CO-OP BUILDING AND PIER

YANKEE FISHERMAN'S

H P

HPL

H P

HPL

H P

A T

L A

N T

V E

N U

HOOKSETT STREET

SUNCOOK STREET

PEMBROKE STREET

CONCORD STREET

FRANKLIN STREET

TILTON STREET

BRISTOL STREET

ASHLAND STREET

WOODSTOCK STREET

PLYMOUTH STREET

C A

M P

N S

E E T

P O

R T S

M O

U T

H A

V E

N U

ROMA LN

S E

A B

R O

O K B

E A

C H

O C

E A

N A

V E

N U

MANCHESTER STREET

HUDSON STREET

NASHUA STREET

TYNGSBORO STREET

CHELMSFORD STREET

LOWELL STREET

DRACUT STREET

ANDOVER STREET

O C

E A

N D

DUSTON AVENUE

H A

R R

V E

N U

W H

T E

N S

T R

E E

A S

H W

O R

T H A

V E

N U

HAMPTON BEACH

STATE PARK

O C

E A

N B

O U

L E

V A

R D

R O

U T E

O C

E A

N B

O U

L E

V A

R D

R O

U T E

O C

E A

N B

O U

L E

V A

R D

R O

U T E

O C

E A

N B

O U

L E

V A

R D

R O

U T E

E N

H O

W E

R S

T R

E E

T H

O R

N T O

N S

C R

O S S

R O

A D

B E A C H

H A

M P

T O

N B

E A

C H

HAMPTON BEACH

STATE PARK

CAMPGROUND

SOUTH

BRIDGE

ABUTMENT

H A

M P T O

N , N

H A

M P

T O

N H

S E A B R

O O

K , N

S E

A B

R O

O K

N H

S E A B R O O K

H A M P T O N

H A M P T O N F A L L S

RIVER STREET

(45' X 160' = 7,200 SF)

AND STAGING AREA

CONTRACTOR'S STORAGE

OPEN (SEE NOTE 4)

FUEL PUMPS TO REMAIN

CONTRACTOR USE

LAUNCH RAMP FOR

HOIST AREA TO REMAIN

OPEN (SEE NOTE 4)

FLOATING DOCKS STORAGE

AREA DURING WINTER

MONTHS (NOV-APR)

H A

M P T O

N , N

S E A B R

O O

K , N

DREDGED MATERIAL PLACEMENT

AREA AT BRIDGE ABUTMENT

(REFER TO SHEET C-106)

TEMPORARY ACCESS

POINT TO HAMPTON

BEACH OFF OF OCEAN

BOULEVARD (RT 1A)

DUNES

METHUEN STREET

HAVERHILL STREET

LAWRENCE STREET

A T L

A N

V E

N U

E pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/New Hampshire/Hampton Harbor/Maintenance Dredging FY19 (HAM_SP_2018_072)/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BI

6:01:40 AM 6/11/2019 PD: AEC_pdf.pltcfgDS: AEC_Screen_Color.dscript.dscript

800'0 400'

SCALE: 1" = 400'

OCEAN

ATLANTIC

VEHICLES AND EQUIPMENT

WAY FOR CONSTRUCTION

30' WIDE TEMPORARY ACCESS

GENERAL PLAN 2

G O

D F

R E

L T

O D

E A

L T

O D

E A

G O

D F

R E

A N

S I

D :1

G-102

VEHICLES AND EQUIPMENT

WAY FOR CONSTRUCTION

30' WIDE TEMPORARY ACCESS

NORTHING EASTING ELEV. DESCRIPTION

18.37

BM ID

146464.412BM-1

COORD

PLAN

OF CONCRETE WALKWAY

5/8" DRILL HOLE SET IN SOUTH EDGE OF

1213028.119

FOR DREDGED MATERIAL PLACEMENT WORK

BENCHMARK (BM) INFORMATION TABLE

S E A B R O O K

PIPELINE

DISCHARGE

HYDRAULIC

SUBMIT DESIGN)

(CONTRACTOR TO

BAFFLE PLATE

HINGE

SCALE: NONE

BAFFLE PLATE DETAIL

MATCH LINE

(THIS SHEET)

MATCH LINE

(THIS SHEET)

MATCH LINE

(THIS SHEET) (THIS SHEET)

MATCH LINE

PLAN

ELEVATION

PIPE TO PREVENT EROSION OF EXISTING BEACH MATERIAL.

CONTRACTOR SHALL INSTALL BAFFLE PLATE ON END OF DISCHARGE

NOTE:

N E

R A

L P

L A

END OF HAVERHILL STREET

TO SEABROOK BEACH AT

TEMPORARY ACCESS POINT

AND DREDGED MATERIAL PLACEMENT) UNDER SUBPARAGRAPH "ORDER OF WORK".

10. ORDER NUMBER FOR PLACEMENT OF DREDGED MATERIAL (TYPICAL AT EACH DREDGED MATERIAL PLACEMENT SITE). REFER TO SECTION 35 20 25 (DREDGING

PLACEMENT OF DREDGED MATERIAL.

9. REFER TO SUBPARAGRAPH "ORDER OF WORK" UNDER SPECIFICATION SECTION 35 20 25 (DREDGING AND DREDGED MATERIAL PLACEMENT) FOR SEQUENCE OF

8. CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS (EXCLUDING SANDS/SEDIMENTS) PUMPED ONTO THE BEACH DURING DREDGING OPERATIONS.

THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REINSTALLATION OF WOOD POSTS AND ROPE BARRIER AT THE END OF CONSTRUCTION.

BOULEVARD (ROUTE 1A) (SEE ATTACHED PHOTOS AT THE END OF SPECIFICATION SECTION 01 11 00) AND STORE THEM AT A LOCATION DESIGNATED BY THE COR.

7. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL REMOVE EXISTING WOOD POSTS AND ROPE BARRIER ALONG THE WEST SIDE OF OCEAN

6. WHEN NOT IN USE CONSTRUCTION EQUIPMENT AND VEHICLES SHALL NOT BE STORED ON ANY PRIVATE PROPERTY.

5. DIMENSION TAKEN FROM EXISTING CHAIN LINK FENCE.

(POVS) SHALL NOT BE STORED OR PLACED OUTSIDE OF THE DESIGNATED STORAGE AND STAGING AREAS.

4. THE HOIST AREA AND FUEL PUMPS MUST BE ACCESSIBLE AT ALL TIMES. ALL EQUIPMENT, MATERIALS, CONSTRUCTION VEHICLES, AND PRIVATELY OWNED VEHICLES

SHALL BE RESTORED TO THEIR ORIGINAL CONDITION PRIOR TO CONSTRUCTION. DAMAGED PAVED DRIVES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

OF EACH WORK DAY. AT THE END OF CONSTRUCTION AND UNTIL THE PROJECT IS CLOSED AND ACCEPTED BY THE CONTRACTING OFFICER, THE PAVED DRIVES

3. PAVED DRIVES USED AS PART OF THE TEMPORARY ACCESS WAYS SHALL NOT BE DAMAGED AND SHALL BE CLEANED OF SAND, MUD, AND TRASH DAILY AT THE END

SHALL SCARIFY TEMPORARY ACCESS WAY ALONG BEACH TO A DEPTH OF 6 INCHES.

PARALLEL TO THE DUNES ALONG SEABROOK BEACH SHALL BE AT LEAST 15 FEET FROM THE DUNE'S TOE. AT COMPLETION OF CONSTRUCTION THE CONTRACTOR

2. THE CONTRACTOR WILL NOT BE ALLOWED TO TRAVEL ON, OVER, OR ACROSS ANY DUNES. THE LANDWARD SIDE EDGE OF THE TEMPORARY ACCESS ROAD RUNNING

CONTRACTOR'S STORAGE AND STAGING AREAS, HYDRAULIC PIPELINE ROUTING, AND LOCATION OF THE FOUR DREDGED MATERIAL PLACEMENT AREAS.

1. GENERAL PLAN 2 PROVIDES INFORMATION FOR TEMPORARY ACCESS WAYS, DESIGNATED STREETS FOR TEMPORARY ACCESS POINTS, LOCATION FOR

GENERAL PLAN 2 NOTES:

PLAN 2 NOTE 10

SEE GENERAL

J U

L Y

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G C

O D

S C

A L E

S H

E E

M S

P of Engineers

US Army Corps

H A

M P

T O

N A

N D S

E A

B R

O O

N E

W H

A M

P S

H A

M P

T O

N H

A R

B O

M A

T E

N A

N C

E D

R E

D G

W J

24.8

24.7

24.3

24.2 24.2

24.1 24.1

24.0

23.9

23.8

23.7

23.6 23.5

23.3

23.2

23.0

22.9

22.8

22.6

22.5

22.4

22.3

22.2

22.1

22.0

21.9

21.8

21.7

21.5

21.4

21.3

21.2

21.1

20.5

20.4

20.3

20.2

20.1

19.9

19.8

19.6

19.5

19.3

19.2

19.1

19.0

18.9

18.8

18.6

18.5

18.4

18.0

17.4

17.3

17.2

17.1

17.0

17.0 17.0

17.0

16.9

16.9 16.8

16.8

16.7

16.6

16.6 16.6

16.6

16.5

16.5 16.5

16.4

16.3

16.2

16.1

16.1 16.1

16.1

16.0

16.0 16.0

15.9

15.8

15.8 15.8

15.8

15.7

15.6

15.6 15.6

15.6

15.5

15.5 15.5

15.5

15.4

15.4 15.4

15.4

15.3

15.2

15.1

15.1 15.1

15.1

15.1 15.1

15.1

15.0

15.0 15.0

15.0

14.9

14.8

14.8 14.8

14.8

14.7

14.6

14.6 14.6

14.6

14.5

14.4 14.4

14.4

14.3

14.2

14.1

14.1 14.1

14.1

14.0

14.0 14.0

14.0

13.9

13.9 13.9

13.9

13.8

13.7

13.6

13.5

13.4

13.4 13.4

13.4

13.4 13.4

13.4

13.3

13.2

13.1

13.0

13.0 13.0

13.0

12.9

12.8

12.8 12.8

12.8

12.8 12.8

12.8

12.7

12.6

12.5

12.4

12.3

12.2

12.2 12.2

12.2

12.1

12.0

11.9

11.8

11.7

11.6

11.5

11.4

11.3 11.3

11.3

11.2

11.1

11.1 11.1

11.1

11.0

10.9

10.8

10.7 10.7

10.7

10.6 10.6

10.6

10.5

10.4

10.4 10.4

10.4

10.3

10.3 10.3

10.3

10.2

10.1

10.1 10.1

10.1

10.0

10.0 10.0

10.0

9.9

9.8

9.8 9.8

9.8

9.7

9.6

9.5

9.4

9.3

9.2

9.1

9.0

8.9

8.8

8.7

8.6

8.5

8.4

8.3

8.2

8.2 8.2

8.2

8.1

8.0

7.9

7.8

7.7

7.6

7.5

7.4

7.3

7.2

7.2 7.2

7.2

7.1

7.0

6.9

6.8

6.7

6.6

6.5

6.5 6.5

6.5

6.4

6.3

6.2

6.1

6.0

5.9

5.8

5.7

5.5

5.4

5.3

5.2

4.9

4.8

4.7

INNER SUNK

ROCKS

ATLANTIC

OCEAN

WHITE

ROCKS

M A

T C

H L

E S

H E

E T C

FLOOD

EBB

CHANNEL LIMIT

(TYP.)

N 145000

N 144000 N 144000

N 145000

HAMPTON HARBOR

INLET

R-8

GW - H

GC-7

NOTES:

SURVEY OCTOBER 2018.

2. SOUNDINGS ON THIS SHEET ARE BASED ON

1. FOR GENERAL NOTES SEE SHEET G-101.

SIDE SLOPE (TYP)

DREDGING LIMIT ALONG

SEA-ARM (FEDERAL)

NORTH STONE JETTY

SEA-ARM (FEDERAL)

SOUTH STONE JETTY

ATLANTIC

OCEAN

BECKMANS

POINT

- F

O O

T E

N T R

A N

C E C

H A

N N

E L

(O P T

N A L B

E M

E 1214332.83

N 143817.17

SEWER OUTFALL

HAMPTON HARBOR ENTRANCE

CHANNEL (OPTIONAL BID ITEM)

GC-5

GC-3

RN- 4A

4:49:03 AM 6/10/2019 PD: AEC_pdf.pltcfgDS: AEC_Screen_Color.dscript.dscript

S I

D :1

C-101100' 200'0A2

SCALE: 1'' = 100'

G O

D F

R E

-F

O O

T E

N T

R A

N C

E C

H A

N N

E L

L T

O D

E A

L T

O D

E A

A R

A M

A Y

HAMPTON HARBOR SITE PLAN

J U

L Y

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G C

O D

S C

A L E

S H

E E

M S

P of Engineers

US Army Corps

H A

M P

T O

N A

N D S

E A

B R

O O

N E

W H

A M

P S

H A

M P

T O

N H

A R

B O

M A

T E

N A

N C

E D

R E

D G

W J

47.4

47.3

46.7

46.4

45.9

45.8

45.4

45.3

45.1

44.6

44.3

44.2

43.0

42.6

42.2

42.0 41.7

41.6

41.2

40.9

40.8 40.2

40.1

39.6

39.2

39.0

38.9

38.8

38.6

38.5

38.4

38.3

38.0

37.9

37.7

37.2

36.9

36.8

36.6

36.2

36.1

35.9

35.7

35.4

35.2

34.8

34.6

34.5

34.2

33.9 33.7

33.6

33.5

33.2

33.0

32.8 32.8

32.8

32.2

32.0

31.9

31.8

31.6

31.6 31.6

31.1

31.0 30.9

30.7

30.5

30.3

30.2

29.7 29.5

29.4

28.8

28.7

28.6 28.6

28.6

28.4

28.1

27.8

27.5

27.4

27.2

27.0

26.9

26.9 26.8

26.7

26.6

26.4

25.8

25.8 25.5

25.4

25.3

25.3 25.3

25.2

25.1

25.0

24.8

24.7

24.5

24.4

24.1

23.9

23.8

23.7 23.7

23.6

23.4

23.3 23.3

23.3

23.2

23.1

23.0

22.9

22.6

22.5

22.2

21.9

21.8

21.6

21.5

21.3

21.2 21.2

21.1

21.1 21.0

20.9

20.8

20.7

20.6

20.5

20.4

20.3

20.1

20.0

19.9 19.9

19.8

19.7

19.6 19.5

19.5

19.4

19.3 19.2

19.2

19.1

19.0

18.9

18.8

18.7

18.6

18.5

18.4

18.3

18.2

18.1

18.0

18.0 17.9

17.9

17.8

17.6

17.5

17.4

17.3

17.2

17.1

17.0

16.9

16.8

16.7

16.6

16.5

16.4 16.4

16.4

16.3

16.2

16.1

16.1 16.1

16.1

16.0

16.0 16.0 16.0

15.9

15.8

15.7

15.6

15.5

15.4

15.3

15.2

15.1

15.1 15.1

15.1

15.0

14.9

14.9 14.9

14.9

14.8

14.8 14.8

14.7 14.7

14.7

14.6

14.5

14.5 14.5

14.5

14.4

14.3

14.2

14.1

14.0

14.0 14.0

14.0

13.9

13.8

13.8 13.8

13.8

13.8 13.8

13.8

13.7

13.6

13.5

13.4

13.3

13.3 13.3

13.3

13.2

13.1

13.0

13.0 13.0

13.0

12.9

12.8

12.7

12.6

12.5

12.4

12.4 12.4

12.4

12.3

12.3 12.3

12.3

12.2

12.2 12.2

12.2

12.1 12.1

12.1

12.0

11.9

11.8 11.8

11.8

11.7

11.7 11.7

11.7

11.6 11.6

11.6

11.6 11.6

11.6

11.5

11.4

11.3

11.3 11.3

11.3

11.2

11.1

11.1 11.1

11.1

11.0

10.9

10.9 10.9

10.9

10.8

10.7

10.6

10.5

10.4

10.3

10.2

10.1

10.0

9.9

9.8

9.7

9.6

9.5

9.5 9.5

9.4

9.3

9.2

9.1

9.0

8.9

8.8

8.7

8.6

8.6 8.6

8.6

8.5

8.4

8.3

8.2

8.1

8.0

7.9

7.8

7.7

7.6

7.5

7.4

7.3

7.2

7.1

7.0

7.0 7.0

7.0

6.9

6.8

6.7

6.6

6.5

6.5 6.5

6.5

6.4

6.3

6.2

6.1

6.0

6.0 6.06.0

6.0

5.9

5.8

5.7

5.7 5.6

5.6

5.5

5.4

5.3

5.2

5.1

5.0

4.9

4.94.9

4.8

4.7

4.6

4.5

4.4

4.3

4.2 4.2

4.2

4.1

4.1 4.1

4.0

3.9

3.8

3.7

3.6

3.5

3.4

3.3

3.2

3.1

3.0

2.9

2.8

2.8 2.8

2.7

2.6

2.5

2.5 2.4

2.4

2.3

2.2

2.1

2.0

1.9

1.8

1.6

1.5

1.4

1.3

1.1

0.9

0.8

0.7

0.5

0.2

0.0

54+46

5+00

0+00

O C

E A

N B

O U

L E

V A

R D S

T A

T E R

O U

T E

F M

S T

A T

E R

O U

G E

ATCH

SHEET

C -1

MATCH LINE SHEET C - 104

M A

T C

H L

E S

H E

E T C

FLOOD

EBB

HAMPTON

HARBOR

HAMPTON STATE

MARINA

HAMPTON

(TYP.)

CHANNEL LIMIT

8 - FOOT HAMPTON ANCHORAGE

S E A B R

O O

K , N

H A

M P T O

N , N

N 146000

N 145000

N 146000

N 145000

GC-9

8 - F

OOT S

EABROOK

CHANNEL

150'

GR-HH

50+00

NOTES:

SOUNDINGS BASED ON 2017 SURVEY

CHANNEL

8 - FOOT HAMPTON

54+46

HAMPTON BEACH

PAVILION

HAMPTON BEACH

STATE PARK

HAMPTON BEACH

STATE PARK

CAMPGROUND

INTAKE PIPELINE (DEPTH AT -150' +)

SEABROOK NULCLEAR PLANT

DISCHARGE PIPELINE (DEPTH AT -150' +)

SEABROOK NUCLEAR PLANT

OF NH)

SHORE-ARM (STATE

SOUTH STONE JETTY

OF NH)

SHORE-ARM (STATE

NORTH STONE JETTY

VERT. CL. 18' MHW

HOR. CL. 40' MHW

BASCULE BRIDGE

SEA-ARM (FEDERAL)

NORTH STONE JETTY

(SEE NOTE 5)

NO SPUD ZONE

(SEE NOTE 5)

NO SPUD ZONE

8 - FOOT ENTRANCE CHANNEL

(OPTIONAL BID ITEM)

CHANNEL

8 - FOOT SEABROOK

SLOPE (TYP)

ALONG SIDE

DREDGING LIMIT

SLOPE (TYP)

ALONG SIDE

DREDGING LIMIT

8 - FOOT CROSS CHANNEL

(SEE NOTE 5)

EXISTING UTILITIES

TO EXISTING UTILITIES

"EXISTING UTILITIES" FOR REQUIREMENTS PERTAINING

AND DREDGED MATERIAL PLACEMENT), SUBPARAGRAPH

5. REFER TO SPECIFICATION SECTION 35 20 25 (DREDGING

BRIDGE ARE BASED ON SURVEY AUGUST 2017.

4. SOUNDINGS LOCATED IN THE VICINITY OF BASCULE

ARE BASED ON SURVEY MARCH 2018.

3. SOUNDINGS LOCATED WEST OF BASCULE BRIDGE

ARE BASED ON SURVEY OCTOBER 2018.

2. SOUNDINGS LOCATED EAST OF BASCULE BRIDGE

1. FOR GENERAL NOTES SEE SHEET G-101.

+0.0

250'

200'

+0.0 +0.1

+0.3

+0.5

+0.7

+0.9

+1.1 +1.2

+1.3

+1.6

+1.8

+1.9

+2.1

+2.3 +2.4

+2.5

+2.6

+3.5

+3.6

+3.9

+4.0

+4.8

+6.4

+6.5

+6.6

+7.6 +7.6

+8.3

+8.6

+9.0

+9.1

+9.1 +9.2

+9.4

+9.5

+10.1

+10.2 +11.1 +11.2

+11.5

+11.7

+11.7 +12.2

+12.3

+12.4

+13.0

F M

F M pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/New Hampshire/Hampton Harbor/Maintenance Dredging FY19 (HAM_SP_2018_072)/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BI

5:58:40 AM 6/10/2019 PD: AEC_pdf.pltcfgDS: AEC_Screen_Color.dscript.dscript

A N

S I

D :1

C-102A4

SCALE: 1'' = 100' 100' 200'0

A R

A M

A Y

L T

O D

E A

G O

D F

R E

L T

O D

E A

A N

D -F

O O

T C

R O

S S C

H A

N N

E L

-F

O O

T E

N T

R A

N C

E A

N D S

E A

B R

O O

K C

H A

N N

E L S

-F

O O

T H

A M

P T

O N C

H A

N N

E L A

N D A

N C

H O

R A

G E

HAMPTON HARBOR SITE PLAN

J U

L Y

C-301

C-302

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G C

O D

S C

A L E

S H

E E

M S

P of Engineers

US Army Corps

H A

M P

T O

N A

N D S

E A

B R

O O

N E

W H

A M

P S

H A

M P

T O

N H

A R

B O

M A

T E

N A

N C

E D

R E

D G

W J

10.8

10.5 10.5

10.4

10.3

10.2

10.1

10.0

9.7

9.6

9.5

9.4

9.3

9.2

9.1

9.0

8.9

8.8

8.7

8.6

8.5

8.5 8.5

8.4

8.3

8.2

8.1

8.0

7.9

7.9 7.9

7.9

7.8

7.87.7

7.7

7.7 7.7

7.7

7.6

7.5

7.5 7.5

7.5

7.4

7.3

7.2

7.1

7.0

6.9

6.8

6.7

6.6

6.5

6.4

6.4 6.4

6.4

6.3

6.2

6.1

6.0

5.9

5.8

5.7

5.6

5.5

5.4

5.3

5.2

5.1

5.0

4.9

4.8

4.7

4.6

4.5

4.4

4.3

4.2

4.1

4.0

3.9

3.8

3.7

3.6

3.5

3.4

3.3

3.2

3.1

3.0

2.3

1.3

0.1

DUSTON AVENUE

H A

R R

V E

N U

W H

T E

N S

T R

E E

A S

H W

O R

T H A

V E

N U

O C

E A

N B

O U

L E

V A

R D S

T A

T E R

O U

T E

O C E A N B

O U

V A R

(N H R

O U T E

STREET

DOW AVENUE

FELLOWS AVENUE

P STREET

DOVER AVENUE

EPPING AVENUE

SEABROOK, NH

HAMPTON RIVER

MARINA

HAMPTON STATE

MARINA

HAMPTON BEACH

STATE PARK

H A

M P

T O

N H

H A

M P

T O

N F

A L L S

N H

HAMPTON

F L O

B B

H A

M P

R B

O R

ATCH

SHEET

- 1

8 - FOOT HAMPTON CHANNEL

N 148000

N 147000

N 148000

N 147000

HAMPTON FALLS, NH

NOTES:

MARCH 2018.

2. SOUNDINGS ARE BASED ON SURVEY

1. FOR GENERAL NOTES SEE SHEET G-101.

CHANNEL LIMIT (TYP)

S E A B R

O O

K , N

H A

M P T O

N , N

HAMPTON FALLS

HAMPTON STATE

MARINA

(2006)

BOULDER

STATION

FORCE MAIN

4" DIA SEWER

LIMIT (TYP)

ANCHORAGE

8 - FOOT HAMPTON

ANCHORAGE

6 - FOOT HAMPTON

SIDE SLOPE (TYP)

DREDGING LIMIT ALONG

(OPTIONAL BID ITEM)

6 - FOOT STATE ANCHORAGE

DERAL

ANCHO

RAG

+0.3

+1.1

+1.5

+1.8

F M

4:54:16 AM 6/10/2019 PD: AEC_pdf.pltcfgDS: AEC_Screen_Color.dscript.dscript

A N

S I

D :1

C-103A3

SCALE: 1''-100' 100' 200'0

L T

O D

E A

A R

A M

A Y

L T

O D

E A

G O

D F

R E

A N

D -F

O O

T S

T A

T E A

N C

H O

R A

G E

-F

O O

T H

A M

P T

O N C

H A

N N

E L -F

O O

T H

A M

P T

O N

A N

C H

O R

A G

E -F

O O

T H

A M

P T

O N A

N C

H O

R A

G E

HAMPTON HARBOR SITE PLAN

J U

L Y

C-302

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G C

O D

S C

A L E

S H

E E

M S

P of Engineers

US Army Corps

H A

M P

T O

N A

N D S

E A

B R

O O

N E

W H

A M

P S

H A

M P

T O

N H

A R

B O

M A

T E

N A

N C

E D

R E

D G

W J

.9 9 .7

.2 9 .2

.1 9 .1

.0 9 .0

.6 8 .6

.4 8 .4 8 .4

.4 8 .4

.3 8 .3

.1 8 .1 8 .1

.1 8 .1

.1 8 .0

.97 .8

.4 7 .3

.0 7 .0

.34 .3

.33 .3

.1 2 .1

.0 1 .9

.80 .8

.70 .7

.6 0 .60 .6

.2 0 .2

.20 .2

THORNTON STREET

STATE ROUTE 1A BRIDGE

HAMPTON

HAMPTON HARBOR

FLOOD

EBB

M A

T C

H L

E S

H E

E T C -1

S E A B R

O O

N H

H A

M P T O

N H

EISENHOWER STREET

SEABROOK

8 - FOOT SEABROOK ANCHORAGE

8 - FOOT SEABROOK CHANNEL

E 1211000

E 1212000

E 1211000

NOTES:

CHANNEL LIMIT (TYP)

(TYP)

ANCHORAGE LIMIT

OCEAN BOULEVARD (NH ROUTE 1A)

YANKEE

FISHERMAN

CO-OP

SIDE SLOPE (TYP)

DREDGING LIMIT ALONG

EAST BULKHEAD

SEE NOTE 3

2017 SURVEY.

BOUNDARY ARE BASED ON AN AUGUST

3. SOUNDINGS WITHIN THE RECTANGULAR

SURVEY, UNLESS OTHERWISE INDICATED.

2. SOUNDINGS ARE BASED ON A MARCH 2018

1. FOR GENERAL NOTES SEE SHEET G-101.

NO SPUD ZONE

SIDE SLOPE (TYP)

DREDGING LIMIT ALONG

4:57:50 AM 6/10/2019 PD: AEC_pdf.pltcfgDS: AEC_Screen_Color.dscript.dscript

S I

D :1

C-104A4

SCALE: 1'' = 100' 100' 200'0

L T

O D

E A

A R

A M

A Y

L T

O D

E A

G O

D F

R E

-F

O O

T S

E A

B R

O O

K C

H A

N N

E L

A N

-F

O O

T S

E A

B R

O O

K A

N C

H O

R A

G E

HAMPTON HARBOR SITE PLAN

J U

L Y

C-302

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G C

O D

S C

A L E

S H

E E

M S

P of Engineers

US Army Corps

H A

M P

T O

N A

N D S

E A

B R

O O

N E

W H

A M

P S

H A

M P

T O

N H

A R

B O

M A

T E

N A

N C

E D

R E

D G

W J

POE

N 145236.477

E 1214736.449

N 145252.015

E 1213906.594

STATION 0+40.00

START BERM AT

STATION 8+10.00

END BERM AT

BOTH ENDS OF BERM)

1V:30H SLOPE (TYP AT

1V:30H SLOPE

(APPROXIMATE LOCATION)

TOE OF DREDGED FILL MATERIAL

(APPROXIMATE LOCATION)

TOE OF DREDGED FILL MATERIAL

(APPROXIMATE LOCATION)

TOE OF DREDGED FILL MATERIAL

MATERIAL

DREDGED FILL

MATERIAL

DREDGED FILL

MATERIAL

DREDGED FILL

MATERIAL

DREDGED FILL

LOCATION)

(APPROXIMATE

FILL MATERIAL

TOE OF DREDGED

C-303 A1

C-303

-1

(-1)

(-1) (-1)

(-1

S L

O P

V :3

S L

O P

V :3

S L

O P

V :3

SAND DUNE

HAMPTON BEACH

STATE PARK PAVILION

HAMPTON BEACH STATE

PARK CAMPGROUND

HAMPTON HARBOR

C O

N C

R E

T E S

E W

A L

HAMPTON BEACH

S A

N D P

A T

H W

A Y

SAND

PATHW

ATLANTIC OCEAN

EDGE OF SAND

DUNE (TYP)

SAND DUNE

-2

(-2) (-2)

POB

N 145327.867

E 1213754.455

100' WIDE BERM AT

ELEVATION 14.0' (MLLW)

100' WIDE BERM AT

ELEVATION 14.0' (MLLW)

S L

O P

V :3

S L

O P

V :3

P E 1V :30H

S L

O P

V :3

N O R T H S

T O

N E J E T T Y

S E A -A

R M F E D E R A L)

N O

R T

H S

T O

N E J

E T T

S H

O R

E -A

R M S

T A

T E O

F N

C-303

N E G

R O

/JE

TTY

5:04:49 AM 6/10/2019 PD: AEC_pdf.pltcfgDS: AEC_Screen_Color.dscript.dscript

SITE PLAN - HAMPTON BEACH

SCALE: 1" = 50' 50' 100'0

G O

D F

R E

G O

D F

R E

L T

O D

E A

L T

O D

E A

A N

S I

C-105

H A

M P

T O

N B

E A

C H

E P

L A

D R

E D

G E

D M

A T

E R

L P

L A

C E

M E

N T

2. SEE SHEET G-102 FOR TEMPORARY ACCESS AND HYDRAULIC PIPELINE ROUTES.

HORIZONTAL (1V:10H).

THE NORTH AND SOUTH ENDS OF THE BERM BE GREATER THAN 1 VERTICAL:10

DRAWING. IN NO CASE SHALL THE SIDE SLOPES ON THE SEAWARD (EAST) SIDE AND

1. SIDE SLOPES SHALL BE CONSTRUCTED AT THE SLOPES SHOWN ON THE CONTRACT

NOTES:

J U

L Y

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G C

O D

S C

A L E

S H

E E

M S

P of Engineers

US Army Corps

H A

M P

T O

N A

N D S

E A

B R

O O

N E

W H

A M

P S

H A

M P

T O

N H

A R

B O

M A

T E

N A

N C

E D

R E

D G

W J

STATION 5+67.32

END BERM AT

STATION 1+00.00

START BERM AT

EACH END OF BERM)

1V:10H SLOPE (TYP AT

DUNE (TYP)

EDGE OF SAND

(APPROXIMATE LOCATION)

TOE OF DREDGED FILL MATERIAL

DREDGED FILL MATERIAL

(APPROXIMATE LOCATION)

TOE OF DREDGED FILL MATERIAL

DREDGED FILL MATERIAL

(APPROXIMATE LOCATION)

TOE OF DREDGED FILL MATERIAL

MATERIAL

DREDGED FILL

(SEE NOTE 1, THIS SHEET)

SEWER FORCE MAIN

EXPOSED SANITARY

NOTE 2, THIS SHEET)

WOOD PILES (SEE

(SEE NOTE 1, THIS SHEET)

SEWER FORCE MAIN

EXPOSED SANITARY

C-304

BRIDGE PIER

F M

SAND DUNE

STEEL

POST

MARKER

STAKE

O L

D W

O O

D P

E S

S L

O P

V :1

P E

V :1 0H

SOUTH

BRIDGE

ABUTMENT

S L O

P E

V :1

S L

O P

V :1

S L O P E

V :1 H

S L

O P

V :1

60' W

IDE BERM AT

ELEVATION 10.0' (MLLW

60' WIDE BERM AT

ELEVATION 10.0' (MLLW)

60' W

E B

E R

M A

V A T

N 10.0' (M

LLW

-5

-10

-5

-10

H A M P T O N H A R B O R

POB

N 145134.818

E 1211603.646

POE

N 144868.527

E 1212231.165

N 144921.564

E 1211931.382

N 145029.732

E 1211818.747

W A

T E

R L

S E

W E

R F

O R

C E M

G A S L

W A

T E

R L

E N

H O

W E

R S

S T

A T E R

O U

T E

S T

A T E R

O U

T E

A B

G E

H A

M P T O

N , N

E W H

A M P S H

S E A B R O

O K , N

E W H

A M P S H

STONE REVETMENT

C-304

RIPRAP

S L

O P

5:03:46 AM 6/10/2019 PD: AEC_pdf.pltcfgDS: AEC_Screen_Color.dscript.dscript

G O

D F

R E

G O

D F

R E

L T

O D

E A

L T

O D

E A

A N

S I

C-106

E P

L A

S O

U T

H A

B U

T M

E N

T B

A S

C U

L E B

G E

D R

E D

G E

D M

A T

E R

L P

L A

C E

M E

N T

(-4

30' 60'0A1

SCALE: 1" = 50'

SITE PLAN - SOUTH ABUTMENT, BASCULE BRIDGE

4. SEE SHEET G-102 FOR TEMPORARY ACCESS AND HYDRAULIC PIPELINE ROUTES.

SHALL NOT BE GREATER THAN 1 VERTICAL:10 HORIZONTAL (1V:10H).

3. SIDE SLOPES ON THE HARBOR (NORTH) SIDE OF THE BERM AND AT THE WEST AND EAST ENDS OF THE BERM

2. EXISTING WOOD PILES TO REMAIN IN PLACE. DREDGED FILL MATERIAL TO BE PLACED OVER WOOD PILES.

REQUIREMENTS PERTAINING TO EXISTING UTILITIES.

UTILITIES" UNDER SPECIFICATION SECTION 35 20 25 (DREDGING AND DREDGED MATERIAL PLACEMENT) FOR

THE FOOTPRINT AREA OF THE DREDGED MATERIAL PLACEMENT SITE. REFER TO SUB-PARAGRAPH "EXISTING

1. EXISTING SANITARY SEWER FORCE MAIN PIPING IS EITHER EXPOSED OR JUST BELOW THE SURFACE WITHIN

NOTES:

J U

L Y

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G C

O D

S C

A L E

S H

E E

M S

P of Engineers

US Army Corps

H A

M P

T O

N A

N D S

E A

B R

O O

N E

W H

A M

P S

H A

M P

T O

N H

A R

B O

M A

T E

N A

N C

E D

R E

D G

W J

STATION 2+00.00

START BERM AT

1V:25H SLOPE

POINT (SEE SHEET G-102)

TEMPORARY ACCESS

DREDGED FILL MATERIAL

(APPROXIMATE LOCATION)

TOE OF DREDGED FILL MATERIAL

(APPROXIMATE LOCATION)

TOE OF DREDGED FILL MATERIAL

(APPROXIMATE LOCATION)

TOE OF FILL DREDGED MATERIAL

DREDGED FILL MATERIAL

DUNE (TYP)

EDGE OF SAND

M A

T C

H L

E A

S H

E E

T C -1

M A

T C

H L

E A

S H

E E

T C -1

SAND DUNE

S U

N C

O O

K S

T R

E E

OCEAN AVENUE

SEABROOK BEACH

SAND DUNE

ATLANTIC OCEAN

C-305

(-1)

(-2)

(-3)

(-1)

(-2)

(-3

(-4

(-1

(-1)

(-2)

(-1

(-2)

(-3)

(-4)

(-3)

(-6

(-7

(-8

(-9)

(-3)

(-2)

(-5)

S L

O P

V :1

S L

O P

V :1

S L

O P

V :1

S L

O P

V :1

S L

O P

V :1

S L

O P

V :1

S L

O P

V :1

S L

O P

V :1

POB

N 140833.845

E 1212640.184

85' WIDE BERM AT

ELEVATION 20.0' (MLLW)

S L O P E

V :1 H pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/New Hampshire/Hampton Harbor/Maintenance Dredging FY19 (HAM_SP_2018_072)/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BI

5:07:20 AM 6/10/2019 PD: AEC_pdf.pltcfgDS: AEC_Screen_Color.dscript.dscript

50' 100'0

G O

D F

R E

G O

D F

R E

L T

O D

E A

L T

O D

E A

A N

S I

C-107

E P

L A

S E

A B

R O

O K B

E A

C H

SCALE: 1" = 50'

SITE PLAN 1 - SEABROOK BEACH

D R

E D

G E

D M

A T

E R

L P

L A

C E

M E

N T

ROUTES.

2. SEE SHEET G-102 FOR TEMPORARY ACCESS AND HYDRAULIC PIPELINE

HORIZONTAL (1V:10H).

AND SOUTH ENDS OF THE BERM SHALL NOT BE GREATER THAN 1 VERTICAL:10

1. SIDE SLOPES ON THE SEAWARD (EAST) SIDE OF THE BERM AND AT THE NORTH

NOTES:

J U

L Y

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G C

O D

S C

A L E

S H

E E

M S

P of Engineers

US Army Corps

H A

M P

T O

N A

N D S

E A

B R

O O

N E

W H

A M

P S

H A

M P

T O

N H

A R

B O

M A

T E

N A

N C

E D

R E

D G

W J

DREDGED FILL MATERIAL

(APPROXIMATE LOCATION)

TOE OF DREDGED FILL MATERIAL(APPROXIMATE LOCATION)

TOE OF DREDGED FILL MATERIAL

DREDGED FILL MATERIAL

(APPROXIMATE LOCATION)

TOE OF DREDGED FILL MATERIAL

DREDGED FILL MATERIAL

ATLANTIC OCEAN

SAND DUNE

SEABROOK BEACH

1V:25H SLOPE

S E A B R

O O

K , N

E W H

A M P S H

H A

M P T O

N , N

E W H

A M P S H

M A

T C

H L

E A

S H

E E

T C -1

M A

T C

H L

E A

S H

E E

T C -1

SEABROOK BEACH

SAND DUNE

ATLANTIC OCEAN

OCEAN AVENUE

A S

L A

N D S

T R

E E

T O

N S

T R

E E

B R

T O

L S

T R

E E

F R

A N

K L

T R

E E

A1 C-305

(-1

(-2)

(-1)

(-2)

(-3)

(-4)

(-1)

(-2)

(-3)

(-4)

(-5

(-1)

(-2)

(-3)

(-4)

(-5

(-5)

(-4)

(-3)

(-2)

(-6)

(-7)

(-8)

S L

O P

V :1

85' WIDE BERM AT

S L

O P

V :1

S L

O P

V :1

S L

O P

V :1

S L

O P

V :1

S L

O P

V :1

S L

O P

V :1

S L

O P

V :1

POE

N 143218.253

E 1213175.016

N 142361.879

E 1212900.204

N 142361.879

E 1212900.204

ELEVATION 20.0' (MLLW)

85' WIDE BERM AT

ELEVATION 20.0' (MLLW)

DUNE (TYP)

EDGE OF SAND

C-305

EACH END OF BERM)

1V:10H SLOPE (TYP AT

STATION 23+05.00

END BERM AT

5:09:10 AM 6/10/2019 PD: AEC_pdf.pltcfgDS: AEC_Screen_Color.dscript.dscript

G O

D F

R E

G O

D F

R E

L T

O D

E A

L T

O D

E A

A N

S I

C-108

E P

L A

S E

A B

R O

O K B

E A

C H

50' 100'0A1

SCALE: 1" = 50'

SITE PLAN 2 - SEABROOK BEACH

D R

E D

G E

D M

A T

E R

L P

L A

C E

M E

N T

ROUTES.

2. SEE SHEET G-102 FOR TEMPORARY ACCESS AND HYDRAULIC PIPELINE

HORIZONTAL (1V:10H).

AND SOUTH ENDS OF THE BERM SHALL NOT BE GREATER THAN 1 VERTICAL:10

1. SIDE SLOPES ON THE SEAWARD (EAST) SIDE OF THE BERM AND AT THE NORTH

NOTES:

J U

L Y

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G C

O D

S C

A L E

S H

E E

M S

P of Engineers

US Army Corps

H A

M P

T O

N A

N D S

E A

B R

O O

N E

W H

A M

P S

H A

M P

T O

N H

A R

B O

M A

T E

N A

N C

E D

R E

D G

W J

WEST BULKHEAD

TOP OF EXISTING

WEST BULKHEAD

TOP OF EXISTING

WEST BULKHEAD

TOP OF EXISTING

BULKHEAD WITH DREDGED MATERIAL

GRADE TO TOP OF EXISTING WEST

SHEET PILE WALLS FROM EXISTING

FILL ANNULAR SPACE BETWEEN

DOUBLE SHEET PILE WALLS

BULKHEAD BETWEEN

EXISTING FILL AT WEST

DOUBLE SHEET PILE WALLS

OF ANNULAR SPACE BETWEEN

EXISTING GRADE AT CENTER

PILE WALL

EXISTING SHEET

PILE WALL

EXISTING SHEET

PILE WALL

EXISTING SHEET

SHEET PILE WALLS

AREA TO TOP OF WEST BULKHEAD'S

USING DREDGED MATERIAL, FILL LOW

SHEET PILE WALLS

AREA TO TOP OF WEST BULKHEAD'S

USING DREDGED MATERIAL, FILL LOW

TOP OF WEST BULKHEAD

WALLS; FILL UNTIL MATERIAL REACHES

BETWEEN WEST BULKHEAD'S SHEET PILE

USING DREDGED MATERIAL, FILL SPACE

TOP OF WEST BULKHEAD

WALLS; FILL UNTIL MATERIAL REACHES

BETWEEN WEST BULKHEAD'S SHEET PILE

USING DREDGED MATERIAL, FILL SPACE

2.3

2.1

2.3

2.1

1.3

2.3

1.3

2.3

1.6

4.1

1.6

4.1

1.2

2.3

2.5

4.1

1.1

1.2

2.1

0.55

1.2

2.3

2.5

4.1

1.1

1.2

2.1

0.55

4.1

1.3

4.1

1.7

0.77

0.80

0.19

4.1

1.3

4.1

1.7

0.77

0.80

0.19

4.14.1

1.71.7

2.94.1 2.94.1

-1.1-1.1

-0.0-0.0

E L E

V A

N S I

N F

E E

M L L

0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00

E L E

V A

N S I

N F

E E

M L L

MHW (EL. 8.62' MLLW)

MLW (EL. 0.32' MLLW)

THAN TOP OF BULKHEAD

AREA OF SAND LOWER

THAN TOP OF…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.