Humboldt Jetty Plans_20200122.pdf

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Attached to
Humboldt Jetty Repair Project, Humboldt County, California
Solicitation number
W912P720B0002
Issued by

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This solicitation is for a construction contract to repair damaged areas on the north and south Humboldt jetties in Humboldt County, California. The contractor will reset displaced armor stones using existing stones on site and supplemented with new stone as needed. Damaged concrete caps and parapet walls will be repaired with new concrete. The work includes repairing small voids, channel and seaward slopes, concrete caps from 5 to 89 feet in length, and parapet walls up to 64 feet long. The solicitation number is W912P720B0002 and was issued by the U.S. Army Corps of Engineers, Engineering District San Francisco. The response date is not provided.

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Other files

File Type Posted
I.C.04 Summary of Bids Abstract Humboldt Jetty Repair W912P720B0002.pdf PDF
Questions and Answers Humboldt Jetty Repair 3-27-2020.pdf PDF
W912P720B0002 Amendment 0004 March_30_2020.pdf PDF
Questions and Answers Humboldt Jetty Repair 3-17-2020.pdf PDF
W912P720B0002 Amendment 0003 3-17-2020.pdf PDF
W912P720B0002 Amendment 00002 3-10-2020.pdf PDF
Questions and Answers Humboldt Jetty Repair 3-10-2020.pdf PDF
AM00001.pdf PDF
W912P720B0002_Humboldt Jetty_20200117.pdf PDF

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C:\users\l3et9ag9\documents\pwwork\spn\dms99296\ USACE_HumboldtJettyRepair-G sht.dwg 17 Jan 2020 - 4:37pm

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G-001

US Army Corps of Engineers

San Francisco District

HUMBOLDT COUNTY, CALIFORNIA

HUMBOLDT JETTY REPAIR PROJECT

SOLICITATION NO: W912P7-20-B-0002

CONTRACT NO: W912P7-20-C-XXXX

ISSUE DATE: JANUARY 2020

SUBMITTED BY:

SON T. HA, P.E., P.M.P. DATE

CHIEF, ENGINEERING BRANCH

APPROVED BY:

SUSAN J. KELLY, P.E., P.M.P. DATE

CHIEF, ENGINEERING AND TECHNICAL SERVICES DIVISION

PREPARED UNDER THE DIRECTION OF:

JOHN D. CUNNINGHAM

LT. COLONEL, DISTRICT COMMANDER, P.E., P.M.P.

THIS PROJECT WAS DESIGNED BY THE SAN FRANCISCO DISTRICT OF

THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES

AND REGISTRATION DESIGNATIONS OF INDIVIDUALS THAT APPEAR

ON THESE PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF DRAWINGS IN THIS SET.

LOCATION MAP

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

PROJECT AREA

E

K

V

A

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HUMBOLDT BAY

NORTH JETTY

SOUTH JETTY

PACIFIC

OCEAN

17 JAN 2020

17 JAN 2020

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US Army Corps of Engineers

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C:\users\l3et9ag9\documents\pwwork\spn\dms99296\ USACE_HumboldtJettyRepair-G sht.dwg 17 Jan 2020 - 5:13pm

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G-002

SHEET

NUMBER DESCRIPTION

SCHEDULE OF DRAWINGS

01 G-001 COVER SHEET

02 G-002 GENERAL NOTES

03 G-003 HAUL ROUTES AND SURVEY CONTROL POINTS

04 G-004 NORTH JETTY KEY PLAN

05 G-005 SOUTH JETTY KEY PLAN

06 C-101 NORTH JETTY PLAN, STATIONS 0+00 TO 14+80

07 C-102 NORTH JETTY PLAN, STATIONS 14+80 TO 30+00

08 C-103 NORTH JETTY PLAN, STATIONS 30+00 TO 44+75

09 C-104 NORTH JETTY PLAN, STATIONS 44+75 TO 60+20

10 C-105 NORTH JETTY PLAN, STATIONS 60+20 TO 67+90

11 C-106 SOUTH JETTY PLAN, STATIONS 8+00 TO 23+75

12 C-107 SOUTH JETTY PLAN, STATIONS 23+75 TO 38+50

13 C-108 SOUTH JETTY PLAN, STATIONS 38+50 TO 53+50

14 C-109 SOUTH JETTY PLAN, STATIONS 53+50 TO 69+25

15 C-110 SOUTH JETTY PLAN, STATIONS 69+25 TO 84+25

16 C-111 SOUTH JETTY PLAN, STATIONS 84+25 TO 90+00

17 C-301 NORTH JETTY CROSS SECTIONS, STATIONS 6+00 TO 21+00

18 C-302 NORTH JETTY CROSS SECTIONS, STATIONS 23+60 TO 37+00

19 C-303 NORTH JETTY CROSS SECTIONS, STATIONS 43+50 TO 65+00

20 C-304 SOUTH JETTY CROSS SECTIONS, STATIONS 14+00 TO 39+00

21 C-305 SOUTH JETTY CROSS SECTIONS, STATIONS 41+00 TO 68+50

22 C-306 SOUTH JETTY CROSS SECTIONS, STATIONS 68+90 TO 83+75

23 C-501 TYPICAL REPAIR DETAILS

24 C-502 TYPICAL REPAIR DETAILS

25 C-503 TYPICAL REPAIR DETAILS

26 C-504 TYPICAL REPAIR DETAILS

27 C-505 DETAILS

SHEET

ID

CHANNEL SLOPE

CONCRETE CAP

SEAWARD SLOPE

PARAPET WALL

SMALL VOID

EARTH

CULTURAL RESOURCE AREA

STAGING AREA

NAVIGATION MARKER

STRUCTURE

ABANDONED NAVIGATION MARKER

SURVEY CONTROL

S

LEGEND:

GENERAL SYMBOLOGY:

X#

X-###

X#

SECTION CUT MARKER

SECTION TITLE

SHEET WHERE SECTION IS LOCATED

ARROW INDICATES

DIRECTION OF SECTION CUT

SECTION LETTER AND NUMBER

SECTION LETTER AND NUMBER

SECTION

SCALE

GENERAL NOTES:

1. HORIZONTAL DATUM: NAD 1983, CALIFORNIA STATE PLANE

COORDINATE SYSTEM, ZONE I, IN FEET.

2. VERTICAL DATUM: NAVD88, ELEVATIONS SHOWN IN MLLW

UNLESS NOTED OTHERWISE NOTED. TO CONVERT

BETWEEN NAVD88 AND MLLW, REFERENCE EQUATION:

(ELEVATION [MLLW]) = (ELEVATION [NAVD 88]) - 0.34 FEET.

3. BATHYMETRY AND LIDAR CONTOURS INDICATES THE

GENERAL CONDITIONS AT TIME OF SURVEY: BATHYMETRY

SURVEY CONDUCTED DURING MAY 2016. LIDAR SURVEY

CONDUCTED DURING DEC 2017.

4. LARGE WOODY DEBRIS ON THE BEACH BETWEEN THE JETTY

SEAWARD SLOPE AND LIMITS OF CONSTRUCTION TO REMAIN

ONSITE. UNLESS OTHERWISE NOTES, CONTRACTOR MAY

TEMPORARILY RELOCATE LARGE WOODY DEBRIS WITHIN

THE LIMITS OF CONSTRUCTION FOR ACCESS PURPOSES.

RESET TEMPORARY DISPLACED LARGE WOODY DEBRIS

WITHIN THE LIMITS OF CONSTRUCTION PRIOR TO THE END

OF CONSTRUCTION.

5. EXISTING ARMOR STONES ARE LOCATED ADJACENT TO THE

NORTH JETTY SEAWARD SLOPE ON THE BEACH BETWEEN

STATIONS 5+00 AND 55+00. ALL EXISTING STONE FREE OF

RESIDUAL CONCRETE CAN BE REUSED. STONE USED AS

BEDDING STONE MUST MEET THE SPECIFIED DIMENSIONS.

DISPOSE OF REMNANT CONCRETE, CONCRETE DEBRIS, OR

CONCRETE AFFIXED TO STONE IN ACCORDANCE WITH

SPECIFICATIONS.

ABBREVIATIONS:

AB AGGREGATE BASE

(E) EXISTING

EG EXISTING GRADE

FG FINISHED GRADE/NEAT LINE

TYP TYPICAL

THIS POINTS TO THE FIRST SHEET

WHERE THE INDICATOR IS FOUND

THIS POINTS TO THE GRID LOCATION

WHERE THE SECTION INDICATOR

IS FOUND ON THE SHEET

X#

DETAIL TITLE

DETAIL LETTER AND NUMBER

DETAIL

SCALE

THIS POINTS TO THE FIRST SHEET

WHERE THE INDICATOR IS FOUND

THIS POINTS TO THE GRID LOCATION

WHERE THE DETAIL INDICATOR

IS FOUND ON THE SHEET

SECTION

INDICATOR

DETAIL

INDICATOR

X#

X-###

X#

X-###

X#

X-###

X#

X-###

PLAN NORTH

TRUE NORTH

Y

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SOUTH BAY

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NOTES:

1. ALL CONSTRUCTION EQUIPMENT AND MATERIAL

DELIVERIES TRANSPORTED BY LAND MUST USE PRIMARY

HAUL ROUTES DURING CONSTRUCTION. HOOKTON RD IS A

SECONDARY HAUL ROUTE DUE TO MULTIPLE SHORT

RADIUS TURNS, STEEP GRADE CHANGES, AND A NARROW

ONE LANE BRIDGE CROSSING. THE SECONDARY ROAD IS

OFF LIMITS UNLESS THE CONTRACTOR VERIFIES THE LOAD

RATING FOR THE ONE LANE BRIDGE CROSSING, ASSESSES

EXISTING ROAD CONDITIONS AND ARE SAFE TO TRAVERSE

WITH CONSTRUCTION EQUIPMENT AND MATERIAL

DELIVERIES, AND DOCUMENTS THESE CONDITIONS IN THE

TRAFFIC CONTROL PLAN.

2. INGRESS AND EGRESS TO ANY DOCKS / PIERS / BOAT

YARDS ARE ONLY SHOWN LEADING TO THE NEAREST

STREET, CALIFORNIA HIGHWAY, OR FEDERAL INTERSTATE.

3. MAINTAIN ALL HAUL ROADS THROUGHOUT CONSTRUCTION

AND RETURN TO PRE-CONSTRUCTION CONDITION.

4. HAUL ROAD FROM THE TOP-OF-BLUFF TO SOUTH JETTY RD

HAS AN APPROXIMATE GRADE GREATER THAN 7%.

5. SURVEY CONTROL ELEVATIONS SHOWN IN THE TABLE OF

COORDINATES ARE SHOWN IN NAVD88.

TABLE BLUFF RD

HUMBOLDT BAY

NATIONAL

WILDLIFE

REFUGE

ARCATA BAY

B

E

N

D

X

HUMBOLDT

BAY

O

L

N

H A

U

U

T E

S

A

U R

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C

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T R

I N

T S

G-003

Manila

Fairhaven

Beatrice

Bayside

King Salmon

Eureka

Samoa

Arcata

Fields

Landing

Indian

Island

Southport

Landing

WATER ACCESS TO

FAIRHAVEN DOCK

(E) STOCKPILES

H

A

G

C

O

P

E

N

T

O

N

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O

O

K

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D

S

IM

P S

O N

PRIVATE RD

BAY ST

V A

N C

E

A

V E

AC9253

N A

V Y

B

A

N

E

W

T

ONE LANE

BRIDGE CROSSING

PRIMARY HAUL ROUTE

TO SOUTH JETTY

LV0733

SECONDARY HAUL ROUTE

TO SOUTH JETTY

PRIMARY HAUL ROUTE

TO NORTH JETTY

LV0359

LEGEND:

PRIMARY HAUL ROUTE

SECONDARY HAUL ROUTE

SURVEY CONTROL

T A

B L

E

B

L U

PID DESIGNATION EASTING NORTHING ELEV DESCRIPTION AND NOTES

LV0359 941 8767 TIDAL 11 5947505.947 2170436.021 13.63 3-1/2 INCH BRASS DISK (PRIMARY SURVEY CONTROL)

AC9253 HPGN D CA 01 QB 5952363.017 2162178.16 39.50 SURVEY DISK ON ALUMINUM ALLOY ROD IN SLEEVE

LV0632 941 8768 B TIDAL 5947630.228 2170677.168 10.39 STAINLESS STEEL ROD WITHOUT SLEEVE

LV0637 V 1403 5947429.034 2170390.730 14.42 STAINLESS STEEL ROD IN SLEEVE

DEPOT RD

FIELDS LANDING

BOAT YARD

NORTH JETTY

STAGING AREA

SURVEY CONTROL - TABLE OF COORDINATES

T

STEEL GATE

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C:\users\l3et9ag9\documents\pwwork\spn\dms99296\ USACE_HumboldtJettyRepair-G sht.dwg 17 Jan 2020 - 5:16pm

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

A

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KEY PLAN REFERENCE

SHEET G-004

KEY PLAN REFERENCE

SHEET G-005

STEEL

GATE

LV0632

LV0637

HAUL ROUTES AND SURVEY CONTROL POINTS

NOT TO SCALE

A1

SOUTH JETTY

STAGING AREA

TOP-OF-BLUFF

GATE

C-101

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

C

C

C3

C

C

C

C

CONTROL LINE DATA - NORTH JETTY ALIGNMENT

NUMBER

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

L18

C1

L19

L20

L21

START

EASTING

5941571

5941644

5941792

5941866

5942006

5942149

5942256

5942457

5942738

5942909

5943015

5943163

5943637

5944191

5944341

5944420

5944498

5944574

5944664

5944777

5944817

5944978

START

NORTHING

2171378

2171304

2171158

2171085

2170952

2170810

2170693

2170475

2170174

2169993

2169884

2169739

2169286

2168756

2168627

2168561

2168494

2168434

2168378

2168293

2168258

2168133

END

EASTING

5941644

5941792

5941866

5942006

5942149

5942256

5942457

5942738

5942909

5943015

5943163

5943637

5944191

5944341

5944420

5944498

5944574

5944664

5944777

5944817

5944978

5945051

END

NORTH

2171304

2171158

2171085

2170952

2170810

2170693

2170475

2170174

2169993

2169884

2169739

2169286

2168756

2168627

2168561

2168494

2168434

2168378

5944777

2168258

2168133

2168075

LENGTH

(FT)

104.22

208.00

103.70

193.79

200.51

159.62

296.64

411.06

249.06

152.16

207.50

655.57

766.19

198.14

102.96

102.45

97.20

106.25

140.57

53.17

204.14

93.00

RADIUS

(FT)

900.00

BEARING

S44° 54' 17.55"E

S45° 14' 08.00"E

S45° 34' 05.36"E

S46° 25' 25.43"E

S45° 06' 19.80"E

S42° 29' 07.89"E

S42° 41' 44.16"E

S42° 56' 25.19"E

S43° 28' 28.79"E

S44° 24' 17.62"E

S45° 31' 17.19"E

S46° 16' 18.50"E

S46° 16' 18.50"E

S49° 15' 13.35"E

S50° 22' 05.64"E

S49° 06' 17.88"E

S52° 13' 20.04"E

S57° 39' 22.31"E

S53° 10' 54.21"E

S48° 42' 26.10"E

S52° 03' 59.45"E

S51° 47' 58.87"E

CONTROL LINE DATA - NORTH JETTY ALIGNMENT

NUMBER

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

C2

C3

C4

C5

C6

C7

L33

L34

L35

L36

START

EASTING

5945051

5945097

5945142

5945183

5945227

5945280

5945372

5945466

5945519

5945569

5945640

5945688

5945822

5945977

5946132

5946198

5946465

5946516

5946521

5946573

5946633

START

NORTHING

2168075

2168038

2168005

2167976

2167949

2167922

2167878

2167838

2167814

2167795

2167770

2167754

2167716

2167692

2167702

2167717

2167922

2168032

2168045

2168190

2168369

END

EASTING

5945097

5945142

5945183

5945227

5945280

5945372

5945466

5945519

5945569

5945640

5945688

5945822

5945977

5946132

5946198

5946465

5946516

5946521

5946573

5946633

5946815

END

NORTH

2168038

2168005

2167976

2167949

2167922

2167878

2167838

2167814

2167795

2167770

2167754

5945822

5945977

5946132

5946198

5946465

5946516

2168045

2168190

2168369

2168880

LENGTH

(FT)

58.99

55.99

51.04

50.82

59.87

101.59

102.75

57.76

53.55

75.43

50.29

139.98

156.37

155.64

67.91

345.20

121.94

13.48

153.91

188.50

543.01

RADIUS

(FT)

1800.00

900.00

600.00

900.00

450.00

587.90

BEARING

S51° 11' 27.74"E

S53° 11' 22.63"E

S55° 05' 59.75"E

S58° 23' 52.08"E

S63° 11' 22.91"E

S64° 39' 49.31"E

S66° 38' 35.11"E

S65° 18' 54.47"E

S69° 12' 22.53"E

S70° 55' 41.07"E

S71° 47' 43.71"E

S74° 01' 23.87"E

S81° 13' 42.46"E

N86° 21' 47.08"E

N76° 46' 13.45"E

N52° 37' 57.05"E

N24° 42' 50.55"E

N18° 46' 18.86"E

N19° 42' 54.46"E

N18° 39' 10.07"E

N19° 34' 54.17"E

L

L

L

L

L

L

L

L

L

L

L

L

L

CONTROL LINE TABLE - NORTH JETTY STAGING AREA

NUMBER

L70

L71

L72

L73

L74

L75

START

EASTING

5945479.45

5945265.33

5944843.44

5944959.77

5945100.70

5945210.17

START

NORTHING

2168608.41

2168263.50

2168552.95

2168726.17

2168670.30

2168757.57

END

EASTING

5945210.17

5945479.45

5945265.33

5944843.44

5944959.77

5945100.70

END

NORTHING

2168757.57

2168608.41

2168263.50

2168552.95

2168726.17

2168670.30

LENGTH

(FT)

307.83

405.97

511.64

208.66

151.60

140.00

BEARING

N61° 00' 59.04"W

N31° 49' 54.99"E

S55° 32' 47.99"E

S33° 53' 08.80"W

N68° 22' 34.49"W

S51° 26' 20.98"W

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L204

L

L

CONTROL LINE TABLE - NORTH JETTY LIMITS OF CONSTRUCTION

NUMBER

L200

L201

L202

L203

L204

L205

L206

L207

L208

L209

L210

L211

L212

L213

L214

L215

L216

L217

L218

L219

START

EASTING

5946670.76

5946444.19

5946448.45

5946065.11

5945639.87

5945240.58

5945530.02

5945228.96

5945097.66

5944938.90

5944787.63

5944625.98

5944431.69

5944140.74

5943736.23

5943134.61

5942281.55

5941575.08

5941193.62

5944642.89

START

NORTHING

2169255.43

2168678.15

2168240.06

2167876.77

2167936.29

2168133.08

2168618.05

2168783.88

2168686.01

2168751.12

2168612.14

2168606.54

2168753.07

2169047.43

2169382.86

2169925.07

2171109.91

2171767.36

2171323.29

2168129.85

END

EASTING

5947055.26

5946670.76

5946444.19

5946448.45

5946065.11

5945639.87

5945240.58

5945530.02

5945228.96

5945097.66

5944938.90

5944787.63

5944625.98

5944431.69

5944140.74

5943494.59

5943134.61

5942281.55

5941575.08

5941193.62

END

NORTHING

2169136.99

2169255.43

2168678.15

2168240.06

2167876.77

2167936.29

2168133.08

2168618.05

2168783.88

2168686.01

2168751.12

2168612.14

2168606.54

2168753.07

2169047.43

2169588.24

2169925.07

2171109.91

2171767.36

2171323.29

LENGTH

(FT)

402.33

620.15

438.11

528.13

429.39

445.15

564.78

343.71

163.76

171.60

205.43

161.75

243.34

413.89

525.49

493.00

1459.98

965.06

585.41

4700.59

BEARING

S72° 52' 42.53"E

N21° 25' 43.29"E

N0° 33' 25.01"W

N46° 32' 18.16"E

S82° 01' 56.79"E

S63° 45' 48.09"E

S30° 49' 44.41"W

S61° 09' 09.77"E

N53° 17' 51.26"E

S67° 41' 55.43"E

N47° 25' 26.03"E

N88° 00' 58.70"E

S52° 58' 34.83"E

S44° 40' 01.05"E

S50° 20' 00.30"E

S46° 54' 07.98"E

S35° 45' 11.26"E

S47° 03' 29.90"E

N40° 39' 45.05"E

N47° 12' 19.71"W

CONTROL LINE TABLE - NORTH JETTY LIMITS OF CONSTRUCTION

NUMBER

L220

L221

L222

L223

L224

START

EASTING

5945385.44

5945908.75

5946328.43

5946614.81

5947055.26

START

NORTHING

2167682.07

2167551.76

2167620.96

2167928.67

2169136.99

END

EASTING

5944642.89

5945385.44

5945908.75

5946328.43

5946614.81

END

NORTHING

2168129.85

2167682.07

2167551.76

2167620.96

2167928.67

LENGTH

(FT)

867.11

539.29

425.35

420.35

1286.09

BEARING

N58° 54' 31.83"W

N76° 01' 02.92"W

S80° 38' 11.41"W

S42° 56' 38.09"W

S20° 01' 40.26"W

M A

R K

SHEET ID

US Army Corps of Engineers

U S

A

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T R

I C

T

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A T

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S A

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I S

C O

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C:\users\l3et9ag9\documents\pwwork\spn\dms99296\ USACE_HumboldtJettyRepair.dwg 17 Jan 2020 - 5:37pm

D E

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D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

L

K

W O

N G

P

S

M I T

H

S

H

A

A N

S I

D

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

J A

N U

A R

Y

W P

B

W P

C

X

X X

X

D E

S C

R I P

T I O

N D

A T

E

P R

O J E

H B

A

G

A L V

A N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

A

D

C

F

E

H

G

K

J

M

L

P

N

S

I G

N

N O

R T

H

J E

T T

Y

K

A

N

G-004

INGRESS/EGRESS

TO JETTY

C

C -1

C

C

C

C

C

C

C

NORTH JETTY ALIGNMENT

(E) STOCKPILES

PROTECT IN

PLACE

(E) SIGNAGE

PROTECT IN PLACE

NORTH JETTY

A1

FEET

0 250 500

LIMITS OF CONSTRUCTION

APPROXIMATE

JETTY TOE

APPROXIMATE

JETTY TOE

HAUL ROAD

PROJECT

SIGN

STAGING

AREA

ALTERNATE PARKING

AREA FOR PUBLIC

DETOUR PUBLIC ACCESS

ALONG EXISTING TRAILS

TOWARD PACIFIC OCEAN

N

E

W

N

A

V

Y

B

A

S

E

R

O

A

D

CHANNEL SIDE

SEAWARD SIDE

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

CONTROL LINE TABLE - SOUTH JETTY STAGING AREAS

NUMBER

L80

L81

L82

L83

L97

L98

L99

L100

START

EASTING

5942810.94

5943030.70

5942899.92

5942656.11

5943158.46

5943165.18

5942938.86

5942978.54

START

NORTHING

2165693.72

2165665.20

2165149.42

2165200.56

2165020.82

2164761.65

2164771.51

2165023.79

END

EASTING

5942656.11

5942810.94

5943030.70

5942899.92

5942978.54

5943158.46

5943165.18

5942938.86

END

NORTHING

2165200.56

2165693.72

2165665.20

2165149.42

2165023.79

2165020.82

2164761.65

2164771.51

LENGTH

(FT)

516.89

221.60

532.11

249.11

179.95

259.26

226.54

255.38

BEARING

S17° 25' 47.32"W

N82° 36' 18.59"W

N14° 13' 39.68"E

S78° 09' 05.22"E

N89° 03' 21.98"W

N1° 29' 07.35"W

S87° 30' 20.96"E

S8° 56' 18.98"W

L306

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

CONTROL LINE TABLE - SOUTH JETTY LIMITS OF CONSTRUCTION

NUMBER

L300

L301

L302

L303

L304

L305

L306

L307

L308

L309

L310

L311

L312

L313

L314

L315

L316

L317

L318

L319

L320

L321

L322

L323

L324

L325

L326

START

EASTING

5945109.96

5944277.29

5942774.01

5940177.66

5939645.97

5942006.23

5942348.76

5942361.65

5942437.41

5942589.78

5942707.15

5942784.47

5942943.69

5942907.98

5943030.38

5942789.39

5942505.57

5943200.14

5943360.52

5943758.81

5943597.14

5943877.04

5944044.60

5944412.33

5944464.39

5945310.08

5945557.64

START

NORTHING

2164069.51

2164191.20

2167180.68

2170397.60

2169879.08

2167420.04

2167265.37

2167250.42

2167145.89

2166912.63

2166708.43

2166558.82

2166195.48

2166167.44

2165924.08

2165707.23

2164821.77

2164684.84

2165204.46

2164329.60

2164117.59

2163785.19

2163853.12

2163717.28

2163310.50

2162788.25

2163370.47

END

EASTING

5945557.64

5945109.96

5944277.29

5942774.01

5940177.66

5939645.97

5942006.23

5942348.76

5942361.65

5942437.41

5942589.78

5942707.15

5942784.47

5942943.69

5942907.98

5943030.38

5942789.39

5942505.57

5943200.14

5943360.52

5943758.81

5943597.14

5943877.04

5944044.60

5944412.33

5944464.39

5945310.08

END

NORTHING

2163370.47

2164069.51

2164191.20

2167180.68

2170397.60

2169879.08

2167420.04

2167265.37

2167250.42

2167145.89

2166912.63

2166708.43

2166558.82

2166195.48

2166167.44

2165924.08

2165707.23

2164821.77

2164684.84

2165204.46

2164329.60

2164117.59

2163785.19

2163853.12

2163717.28

2163310.50

2162788.25

LENGTH

(FT)

830.10

841.51

3346.17

4133.96

742.67

3408.48

375.83

19.74

129.10

278.62

235.52

168.41

396.70

45.41

272.41

324.18

929.84

707.94

543.81

961.26

266.62

434.55

180.81

392.02

410.09

993.96

632.67

BEARING

S32° 38' 12.45"E

S81° 41' 07.30"E

S26° 41' 44.77"E

S38° 54' 24.58"E

N45° 43' 07.44"E

N43° 49' 32.92"W

N65° 41' 51.60"W

N40° 47' 49.03"W

N35° 55' 59.77"W

N33° 09' 03.83"W

N29° 53' 25.83"W

N27° 19' 48.97"W

N23° 39' 49.99"W

N51° 51' 29.75"E

N26° 42' 04.34"W

N48° 01' 07.19"E

N17° 46' 19.95"E

N78° 50' 50.55"W

S17° 09' 08.86"W

N24° 28' 40.33"W

N37° 19' 40.64"E

N40° 05' 55.15"W

S67° 55' 56.23"W

N69° 43' 33.16"W

N7° 17' 36.84"W

N58° 18' 10.87"W

S23° 02' 04.66"W

CONTROL LINE DATA - SOUTH JETTY ALIGNMENT

NUMBER

L40

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

L51

L52

L53

L54

START

EASTING

5940169

5940473

5940660

5941039

5941293

5941472

5941604

5941777

5942058

5942172

5942313

5942417

5942495

5942649

5942769

START

NORTHING

2169830

2169513

2169315

2168865

2168540

2168305

2168149

2167964

2167683

2167558

2167414

2167294

2167186

2166949

2166742

END

EASTING

5940473

5940660

5941039

5941293

5941472

5941604

5941777

5942058

5942172

5942313

5942417

5942495

5942649

5942769

5942848

END

NORTH

2169513

2169315

2168865

2168540

2168305

2168149

2167964

2167683

2167558

2167414

2167294

2167186

2166949

2166742

2166589

LENGTH

(FT)

439.31

272.35

588.30

412.64

295.03

203.99

253.86

397.69

168.56

201.20

159.13

133.77

282.31

239.08

172.21

BEARING

S43° 49' 06.00"E

S43° 20' 31.72"E

S40° 07' 00.75"E

S37° 58' 55.93"E

S37° 17' 37.55"E

S40° 19' 33.88"E

S43° 11' 01.55"E

S44° 53' 03.42"E

S42° 32' 28.69"E

S44° 17' 38.20"E

S40° 47' 49.03"E

S35° 55' 59.77"E

S33° 09' 03.83"E

S29° 53' 25.83"E

S27° 19' 48.97"E

CONTROL LINE DATA - SOUTH JETTY ALIGNMENT

NUMBER

L55

L56

L57

L58

L59

L60

L61

L62

L63

L64

L65

L66

L67

L68

L69

START

EASTING

5942848

5943040

5943285

5943485

5943700

5943889

5943977

5944025

5944075

5944112

5944161

5944381

5944702

5944822

5944901

START

NORTHING

2166589

2166151

2165599

2165170

2164725

2164305

2164113

2164022

2163938

2163912

2163901

2163888

2163866

2163849

2163794

END

EASTING

5943040

5943285

5943485

5943700

5943889

5943977

5944025

5944075

5944112

5944161

5944381

5944702

5944822

5944901

5945028

END

NORTH

2166151

2165599

2165170

2164725

2164305

2164113

2164022

2163938

2163912

2163901

2163888

2163866

2163849

2163794

2163636

LENGTH

(FT)

478.30

604.55

472.26

494.51

461.12

211.10

102.97

98.11

44.51

50.26

220.07

322.41

120.89

96.65

202.69

BEARING

S23° 39' 49.99"E

S23° 58' 32.17"E

S24° 57' 45.05"E

S25° 53' 26.73"E

S24° 08' 26.27"E

S24° 41' 47.58"E

S27° 26' 46.86"E

S31° 07' 53.61"E

S54° 47' 03.05"E

S77° 31' 59.15"E

S86° 37' 56.11"E

S86° 02' 09.51"E

S82° 12' 59.80"E

S54° 47' 24.50"E

S38° 42' 50.50"E

M A

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SHEET ID

US Army Corps of Engineers

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C:\users\l3et9ag9\documents\pwwork\spn\dms99296\ USACE_HumboldtJettyRepair.dwg 17 Jan 2020 - 5:39pm

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B M

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M I T

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I S

S U

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S O

L I C

I T

A T

I O

N

N

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C O

N T

R A

J A

N U

A R

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W P

B

W P

C

X

X X

X

D E

S C

R I P

T I O

N D

A T

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P R

O J E

H B

A

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A L V

A N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

A

D

C

F

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H

G

K

J

M

L

P

N

S

I G

N

S O

U T

H

J E

T T

Y

K

A

N

G-005

C

C

C

C

C

C

APPROXIMATE JETTY TOE

STAGING

AREA

C

C

C

C

C

S O

U

T

A

D

LIMITS OF CONSTRUCTION

(E) STOCKPILES

(SEE NOTE 1)

HAUL ROAD

APPROXIMATE JETTY TOE

ALTERNATE

INGRESS/EGRESS

TO JETTY

PRIMARY

INGRESS/EGRESS

TO JETTY

CRITICAL

HABITAT

AREA

SOUTH JETTY ALIGNMENT

INSTALL SIGNAGE NEAR STA

44+00 TO RESTRICT VEHICLES /

EQUIPMENT FROM ACCESSING

CRITICAL HABITAT AREA

INSTALL SIGNAGE TO

RESTRICT PUBLIC

ACCESS TO THE JETTY

REMOVE STEEL

DEBRIS

WATER

ACCESS

AREA

NOTES:

1. TWO EXISTING STOCKPILES ONSITE. FIRST STOCKPILE

CONSIST OF 53 - 20 TO 30 TON ARMOR STONES. SECOND

STOCKPILE CONSISTS OF 12" TO 24" DIAMETER STONE AND IS

APPROXIMATELY 225' LONG, 45' WIDE, AND 8' TALL.

S

(E) BENCHES, FENCING, PARKING

SPACES AND RESTROOM FACILITY

PROTECT IN PLACE

SOUTH JETTY

A1

PROJECT

SIGN

FEET

0 300 600

C

CHANNEL SIDE

SEAWARD SIDE

(E) CONCRETE PAD

PROTECT IN PLACE

-2

-25

-15

-45

M

A

T

M

A

T

-35

-1

-3

-4

-5

M A

T C

H

L

I N

E

S

M A

R K

SHEET ID

US Army Corps of Engineers

U S

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C:\users\l3et9ag9\documents\pwwork\spn\dms99296\ USACE_HumboldtJettyRepair.dwg 17 Jan 2020 - 2:33pm

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D R

A W

N

B

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B

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S U

B M

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D

B

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S I Z

E

L

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M I T

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S

H

A

A N

S I

D

I S

S U

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D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

J A

N U

A R

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W P

B

W P

C

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X X

X

D E

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R I P

T I O

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A T

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P R

O J E

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A L V

A N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

A

D

C

F

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H

G

K

J

M

L

P

N

S

I G

N

N O

R T

H

J E

T T

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P

L A

N

S T

A T

I O

T

O

CHANNEL SIDE

APPROXIMATE JETTY TOE

APPROXIMATE JETTY TOE

NORTH JETTY ALIGNMENT

JETTY CREST

JETTY CREST

GREEN NAVIGATION MARKER 11

PROTECT IN PLACE

C

B

C

F

NO CONCRETE REQUIRED

FOR SEAWARD SIDE

N17

N2

N1

N16

N29

APPROXIMATE JETTY TOE

NORTH JETTY ALIGNMENT

JETTY CREST

JETTY CREST

REMOVE ABANDONED

NAVIGATION MARKER

C

K

C-101

APPROXIMATE JETTY TOE

CULTURAL RESOURCE AREA

(LIMITS ARE APPROXIMATE AND MAY

EXTEND FURTHER THAN DEPICTED)

PLAN VIEW

A1

PLAN VIEW

H1

FEET

0 30 60

FEET

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SEAWARD SIDE

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SOUTH JETTY ALIGNMENT

APPROXIMATE JETTY TOE

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PLAN VIEW

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APPROXIMATE JETTY TOE

JETTY CREST

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PLACE EXISTING STOCKPILED

20 TO 30 TON ARMOR STONES

ON SEAWARD SLOPE

SS

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PROTECT IN PLACE

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US Army Corps of Engineers

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K8

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CROSS SECTION STA 19+00

K2

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C-102

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F14

J4

C-101

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C-102

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B14

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HORIZONTAL GRAPHIC SCALE

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SEAWARD SIDECHANNEL SIDE

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SEAWARD SIDECHANNEL SIDE

SEAWARD SIDECHANNEL SIDESEAWARD SIDECHANNEL SIDE

SEAWARD SIDECHANNEL SIDE

SEAWARD SIDECHANNEL SIDE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

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JETTY PRISM

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US Army Corps of Engineers

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C-102

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C-103

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C-102

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F8

J5

C-102

CROSS SECTION STA 36+00

F2

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C-103

CROSS SECTION STA 25+00

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C-102

CROSS SECTION STA 30+50

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C-103

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SEAWARD SIDECHANNEL SIDE

SEAWARD SIDECHANNEL SIDESEAWARD SIDECHANNEL SIDE

SEAWARD SIDECHANNEL SIDE

SEAWARD SIDECHANNEL SIDE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

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US Army Corps of Engineers

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FEET

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CROSS SECTION STA 46+00

F14

B17

C-104

CROSS SECTION STA 52+00

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B3

C-104

CROSS SECTION STA 61+50

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C16

C-105

HORIZONTAL GRAPHIC SCALE

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FEET

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FEET

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CROSS SECTION STA 43+50

K14

J5

C-103

CROSS SECTION STA 49+00

K8

B10

C-104

CROSS SECTION STA 58+70

K2

K5

C-104

HORIZONTAL GRAPHIC SCALE

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FEET

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SEAWARD SIDECHANNEL SIDE

SEAWARD SIDECHANNEL SIDE

SEAWARD SIDECHANNEL SIDESEAWARD SIDECHANNEL SIDE

SEAWARD SIDECHANNEL SIDE

SEAWARD SIDECHANNEL SIDESEAWARD SIDECHANNEL SIDE

SEAWARD SIDECHANNEL SIDE

SEAWARD SIDECHANNEL SIDE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

-20-20

-10

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C-304

CROSS SECTION STA 19+00

B14

H12

C-106

CROSS SECTION STA 26+50

B8

B12

C-107

CROSS SECTION STA 39+00

B2

B18

C-108

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CROSS SECTION STA 16+50

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CROSS SECTION STA 22+00

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CROSS SECTION STA 37+00

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C-107

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CROSS SECTION STA 14+00

K14

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C-106

CROSS SECTION STA 20+80

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C-106

CROSS SECTION STA 28+00

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C-107

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SEAWARD SIDE CHANNEL SIDE

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SEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDE

JETTY PRISM

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JETTY PRISM

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JETTY PRISM

NEAT LINE

JETTY PRISM

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B14

J16

C-108

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B8

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C-109

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B2

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C-109

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CROSS SECTION STA 44+00

F14

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C-108

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C-109

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C-109

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CROSS SECTION STA 41+00

K14

B13

C-108

CROSS SECTION STA 52+00

K8

J5

C-108

CROSS SECTION STA 65+60

K2

J10

C-109

HORIZONTAL GRAPHIC SCALE

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0 30 60

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HORIZONTAL GRAPHIC SCALE

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0 30 60

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HORIZONTAL GRAPHIC SCALE

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0 30 60

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SEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

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B14

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C-110

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B8

K13

C-110

CROSS SECTION STA 83+75

B2

K3

C-110

HORIZONTAL GRAPHIC SCALE

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VERTICAL GRAPHIC SCALE

FEET

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FEET

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CROSS SECTION STA 70+00

F14

B17

C-110

CROSS SECTION STA 77+30

F8

K17

C-110

CROSS SECTION STA 82+00

F2

K7

C-110

HORIZONTAL GRAPHIC SCALE

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FEET

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0 30 60

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VERTICAL GRAPHIC SCALE

FEET

0 30 60

FEET

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CROSS SECTION STA 68+90

K14

J2

C-109

CROSS SECTION STA 75+20

K8

B5

C-110

CROSS SECTION STA 79+70

K2

K12

C-110

HORIZONTAL GRAPHIC SCALE

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FEET

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VERTICAL GRAPHIC SCALE

FEET

0 30 60

FEET

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CROSS SECTION STA 74+50

SEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDESEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDESEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDE

SEAWARD SIDE CHANNEL SIDE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

JETTY PRISM

NEAT LINE

12' TO 20'

(VARIES)

1.5 TO 2

12' TO 20'

(VARIES)

CHANNEL SIDE SEAWARD SIDE

1.5 TO 2

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-10

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1' TO 3'

(VARIES)

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C:\users\l3et9ag9\documents\pwwork\spn\dms99296\ Typicals.dwg 17 Jan 2020 - 1:46pm

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C-501

CHANNEL SIDE SEAWARD SIDE

1. THE CROSS-SECTIONS REPRESENT THE GENERAL CONDITIONS

OF THE NORTH AND SOUTH JETTIES. THE EXISTING CONDITION

MAY CONTAIN ALL, SOME, OR NONE OF THE ARMOR STONE WITH

THE REPAIR SECTION. THE INTERIOR CONDITION OF THE JETTY

IS NOT SHOWN AND MAY CONSIST OF SMALLER SIZED ARMOR

STONE FROM PREVIOUS CONSTRUCTION.

2. EXISTING JETTY SLOPES SHOWN ARE IDEAL. ACTUAL

CONDITIONS MAY VARY.

3. SECTIONS OF THE JETTY CREST HAVE AN EXISTING CONCRETE

CAP. TIMBER RAILROAD TIES ARE EMBEDDED WITHIN THE

CONCRETE. THE THICKNESS OF THE CONCRETE CAP VARIES

AND MUST BE FIELD VERIFIED.

4. PORTIONS OF THE JETTY CREST INCLUDE AN EXISTING

CONCRETE PARAPET WALL. THE NORTH JETTY PARAPET WALL

IS LOCATED ALONG THE CHANNEL SIDE SLOPE. THE SOUTH

JETTY PARAPET WALL IS LOCATED ALONG THE SEAWARD SIDE

SLOPE.

5. PLACE ALL STONES TO MEET THE LINES AND GRADES SHOWN

ON THE CROSS-SECTIONS.

6. THE LIMITS OF THE REPAIRED SECTIONS MUST FOLLOW

TOLERANCES DETAILED IN THE SPECIFICATIONS AND THE

INDICATED NEAT LINES AND SLOPES, EXCEPT AS OTHERWISE

DIRECTED BY THE CONTRACTING OFFICER.

7. SEAWARD ELEVATIONS OF THE BEACH ARE REPRESENTATIVE

ONLY. FIELD VERIFY ALL ELEVATIONS.

8. THE EXTENT OF DAMAGES VARIES TO THE EXISTING CONCRETE

CAP AND PARAPET WALL. REPAIRS MAY BE MADE SOLELY TO

THE PARAPET WALL, SOLELY IN THE CONCRETE CAP, OR IN

BOTH FEATURES. REFERENCE THE REPAIR SUMMARY TABLE.

9. THE DESIRED BELOW WATER INTERSECTION POINT BETWEEN

THE EXISTING ARMOR STONES AND THE NEW ARMOR STONES

ARE SHOWN. HOWEVER, THIS LOCATION MAY VARY AS

APPROVED BY THE CONTRACTING OFFICER.

10. TYPICAL REPAIR SECTIONS 1, 2, 4, 5, AND 9: ABOVE ELEVATION 0

FEET MLLW, REMOVE THE EXISTING COVER LAYER AND RESET

THE EXISTING STONE IN THE CROSS-SECTION TO ACHIEVE

INTERLOCKING. PLACE ARMOR STONE AND CHINKING STONE

ABOVE 0 FEET MLLW. BELOW ELEVATION 0 FEET MLLW, PLACE

NEW ARMOR STONE ONLY. PLACE ALL STONE TO MEET THE

LINES AND GRADES SHOWN ON THE CROSS-SECTIONS.

11. TYPICAL REPAIR SECTIONS 3, 6, 7, AND 8: EXTEND NEW

CONCRETE CAP AND SMALL VOID REPAIRS TO THE NEAREST

EXISTING CONCRETE ON THE JETTY CREST, SIDE SLOPE, OR

NEAREST ARMOR STONE. CONNECT CONCRETE PARAPET WALL

REPAIRS TO EXISTING CONCRETE PARAPET WALL OR ARMOR

STONES AT THE TOP OF SLOPE.

12. FOR CONCRETE CAP REPAIRS, SAW CUT THE DAMAGED AREA

BETWEEN THE STATIONS SPECIFIED AND ALONG THE LINES

REPRESENTING THE APPROXIMATE BREAK IN SLOPE ON THE

CHANNEL SIDE AND ALONG THE CONCRETE/ROCK INTERFACE

ON THE SEAWARD SIDE.

13. THE PARAPET WALL SHOWN IN TYPICAL REPAIR 8 MAY CONSIST

OF CONCRETE, ARMOR STONE, OR A COMBINATION OF

CONCRETE AND ARMOR STONES. FOR ILLUSTRATION

PURPOSES, ONLY THE CONCRETE PARAPET WALL IS SHOWN ON

THE TYPICAL REPAIR SECTION.

14. ALL EXISTING STONE FREE OF RESIDUAL CONCRETE CAN BE

REUSED. STONE USED AS BEDDING STONE MUST MEET THE

SPECIFIED DIMENSIONS. DISPOSE OF REMNANT CONCRETE,

CONCRETE DEBRIS, OR CONCRETE EMBEDDED WITH STONE IN

ACCORDANCE WITH SPECIFICATIONS.

15. SOUTH JETTY REPAIRS ARE SPLIT INTO GROUPS. GROUP 2

REPAIRS ARE BETWEEN STATION 31+00 TO 89+93. GROUP 1

REPAIRS ARE BETWEEN STATION 8+00 TO 31+00.

16. ELEVATIONS VARY ALONG CREST OF JETTY. MATCH REPAIR

SECTION FINAL CREST ELEVATION TO ADJACENT UNDAMAGED

SECTIONS.

NOTES:

EXISTING CONCRETE

NEW CONCRETE

EXISTING STONE

NEW STONE OR EXISTING STONE RESETS

JETTY NEAT LINE

LEGEND:

TYP

NUMBER REPAIR TYPE STA BEG STA END LENGTH REPAIR #

N1 SMALL VOID 12+40 7

N2 SMALL VOID 13+50 7

N3 SMALL VOID 22+25 7

N4 SMALL VOID 22+45 7

N5 SMALL VOID 24+25 7

N6 SMALL VOID 24+75 7

N7 SMALL VOID 26+75 7

N8 SMALL VOID 28+05 7

N9 SMALL VOID 28+25 7

N10 SMALL VOID 28+75 7

N11 SMALL VOID 32+05 7

N12 SMALL VOID 33+60 7

N13 SMALL VOID 39+50 40+00 7

N14 SMALL VOID 48+25 48+50 7

N15 SMALL VOID 64+40 7

N16 CONCRETE CAP 5+50 7+31 181 3

N17 CONCRETE CAP 14+00 14+50 50 3

N18 CONCRETE CAP 15+75 16+10 35 3

N19 CONCRETE CAP 17+00 22+00 500 3

N20 CONCRETE CAP 23+25 24+00 75 3

N21 CONCRETE CAP 24+35 24+60 25 3

N22 CONCRETE CAP 24+90 25+50 60 3

N23 CONCRETE CAP 26+75 27+50 75 3

N24 CONCRETE CAP 34+25 38+00 375 3

N25 CONCRETE CAP 38+00 38+75 75 6

N26 CONCRETE CAP 46+90 47+20 30 6

N27 CONCRETE CAP 61+35 61+75 40 6

N28 CONCRETE CAP 64+85 65+15 30 6

N29 CHANNEL SIDE SLOPE

13+50 14+50 100

N30 CHANNEL SIDE SLOPE

15+00 16+10 110

N31 CHANNEL SIDE SLOPE

17+00 20+00 300

N32 CHANNEL SIDE SLOPE

20+50 22+00 150

N33 CHANNEL SIDE SLOPE

23+25 24+00 75

N34 CHANNEL SIDE SLOPE

26+75 27+50 75

N35 CHANNEL SIDE SLOPE

28+50 31+10 260

N36 CHANNEL SIDE SLOPE

34+25 38+00 375

N37 CHANNEL SIDE SLOPE

43+25 44+00 75

N38 CHANNEL SIDE SLOPE

45+00 47+00 200

N39 CHANNEL SIDE SLOPE

51+00 53+50 250

N40 SEAWARD SIDE SLOPE

17+00 20+50 350 2

N41 SEAWARD SIDE SLOPE

24+35 24+60 25 2

N42 SEAWARD SIDE SLOPE

26+75 27+50 75 2

N43 SEAWARD SIDE SLOPE

53+50 54+50 100 5

N44 SEAWARD SIDE SLOPE

57+00 59+50 250 5

N45 PARAPET WALL 48+78 49+42 64 8

N46 PARAPET WALL 58+50 58+83 33 8

NORTH JETTY ARMOR STONE RESET…

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