Plans - W9127N25BA010 - Rogue River South Jetty Partial Repair 2025.pdf

PDF 7 MB Posted Aug 11, 2025

Attached to: W9127N25BA010 Rogue River South Jetty Partial Repair 2025
Solicitation number: W9127N25BA010
Issued by: Department of the Army Corps of Engineers Engineering District Portland

About this file

Written by GovTribe AI · Aug 11, 2025

This document is a set of engineering design drawings for the Rogue River South Jetty Expedited Repair project by the U.S. Army Corps of Engineers Portland District. The project involves repairing and reconstructing sections of the south jetty located at Gold Beach, Oregon, focusing on stations 7+60 to 10+90. The repair strategy includes selective reconstruction and repair of the jetty's stone armor layers, with specific requirements for stone placement, excavation, and site restoration.

Key technical details include excavating to specified elevations, reusing and reworking existing relic stones, and maintaining precise stone placement with angular stones perpendicular to the repair template. The project also encompasses comprehensive site restoration, including repairing gravel roads, replanting native shrubs like coyote brush and Pacific wax myrtle, and seeding with American dune grass or American beach grass. The solicitation number is W9127N25BA010, with design drawings dated June to July 2025, indicating a planned construction period in the near future.

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Other files

File	Type	Posted
Bid Abstract - Sam - W9127N25BA010 Rogue River South Jetty Partial Repair 2025.pdf	PDF	Sep 11, 2025
2025.09.04 - LS-101.pdf	PDF	Sep 4, 2025
2025.09.04 - G--004.pdf	PDF	Sep 4, 2025
Bidder Inquiries W9127N25BA010 04SEP25.pdf	PDF	Sep 4, 2025
W9127N25BA010-0002.pdf	PDF	Sep 4, 2025
WD 20250065 29AUG25.pdf	PDF	Sep 4, 2025
DBA Wage Determination (CurryCounty) OR20250065 REV 6 - 22 Aug 2025.pdf	PDF	Aug 27, 2025
W9127N25BA010 0001.pdf	PDF	Aug 27, 2025
19AUG25 Site Visit Sign In Roster_Redacted.pdf	PDF	Aug 22, 2025
W9127N25BA010 - Rogue River South Jetty Partial Repair 2025.pdf	PDF	Aug 7, 2025

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

PORTLAND DISTRICT

ROGUE RIVER

SOUTH JETTY

EXPEDITED REPAIR

W9127N25BA010

US Army Corps of Engineers ®

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G-001

ACTION KEY DEFINITIONS

DRAWING IS OBSOLETE AT THE COMPLETION OF THIS CONTRACT 1

DRAWING SHALL BE UPDATED AT THE COMPLETION OF THIS CONTRACT 2

DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGS AT THE COMPLETION OF THIS

CONTRACT

DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT DRAWINGS 4

DRAWING IS FOR REFERENCE ONLY 5

THIS PROJECT WAS DESIGNED BY THE PORTLAND 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 110-1-8152.

RYAN SOUDERS, P.E.

CHIEF, DESIGN BRANCH

PATRICK L. DUYCK, P.E.

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

LARRY D. CASWELL, JR. P.E., PMP

COLONEL, CORPS OF ENGINEERS DISTRICT COMMANDER

NORTH JETTY

SOUTH JETTY

ROGUE RIVER

SITE ACCESS ROUTE

SITE MAP N

0 500' 1000'

DRAWING INDEX

REVISION

MARK FILE NAME SHEET ID DRAWING TITLES

SHEET

ACTION

NO.

GENERAL

ROG-1.100_General_Sheets-G-001 G-001 COVER SHEET AND DRAWING

INDEX 2

ROG-1.100_General_Sheets-G-002 G-002 LEGEND, ABBREVIATION, AND

MAPS 2

ROG-1.100_General_Sheets-G-003 G-003 SURVEY CONTROL 2

ROG-1.100_General_Sheets-G-004 G-004 STAGING PLAN 2

ROG-1.100_General_Sheets-G-005 G-005 EXISTING CONDITIONS 2

ROG-1.100_General_Sheets-G-006 G-006 TRUCK HAUL ROUTE 2

CIVIL

ROG-1.100_Civil_Site_Sheets-C-101 C-101 SITE PLAN 7+60 TO 10+90 2

ROG-1.100_Civil_Cross_Section_Sheets_C-301 C-301

CROSS SECTION (OPTION 1)

ROG-1.100_Civil_Cross_Section_Sheets_C-302 C-302 CROSS SECTION (MANDATORY) 2

ROG-1.100_Civil_Cross_Section_Sheets_C-303 C-303 CROSS SECTIONS (OPTION 2) 2

ROG-1.100_Details Sheets - C-501 C-501 DETAILS 2

ROG-1.100_Details Sheets - C-502 C-502 DETAILS 2

SITE RESTORATION

ROG-1.100_Site_Restoration_Sheets LS 101 SITE RESTORATION 2

MOORE ST.

OCEANSIDE DR.

U.S. ROUTE 101

T W

HARBOR W

PORT DR.

NORTH JETTY

SOUTH JETTY

P A C I F I CO C E A N

WEDDERBURN

GOLD BEACH

ROGUE RIVERDOYLE POINT

OREGON

GOLD BEACH

BREAKWATER

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

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GENERAL LEGEND

C102

DETAIL AND PAGE LOCATION

PROJECT BOUNDARY

MATCHLINE

PROPERTY LINE

ABBREVIATIONS

BMP BEST MANAGEMENT PRACTICE

CO CONTRACTING OFFICER

COR CONTRACTING OFFICER REPRESENTATIVE

EG EXISTING GRADE, NAVD88

EL ELEVATION

EX EXISTING

FG FINISHED GRADE, NAVD88

FNC FEDERAL NAVIGATION CHANNELS

FT FOOT/FEET

GQAR GOVERNMENT QUALITY ASSURANCE REPRESENTATIVE

H HORIZONTAL

HAT HIGHEST ASTRONOMICAL TIDE

HWY HIGHWAY

L LEFT

MAX MAXIMUM

MDAR MATERIAL DELIVERY ACCESS ROAD

MHHT MEAN HIGHER HIGH TIDE

MHHW MEAN HIGHER HIGH WATER

MHW MEAN HIGH WATER

MIN MINIMUM

MLLW MEAN LOWER LOW WATER

N NORTH

NAD83 NORTH AMERICA DATUM OF 1983

NAVD88 NORTH AMERICA VERTICAL DATUM OF 1988

NTS NOT TO SCALE

R RIGHT

RD ROAD

STA STATION

TYP TYPICAL

USACE US ARMY CORPS OF ENGINEERS

V VERTICAL

W/ WITH

DISTRICT BOUNDARY MAP

PROJECT

LOCATION

NTS

LOCAL VICINITY MAP

NTS

GOLD

MRN-CK-R

MRN_BASE_R

BRUSHY AZ MK

P466

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G-003

SURVEY CONTROL POINT

NAME NORTHING EASTING ELEVATION (NAVD88) DESCRIPTION

MRN_BASE_R 299671.590 3861145.280 23.24

BRUSHY AZ AK 300763.989 3865061.115 69.51

P 466 295182.713 3862577.138 54.32

101 300352.518 3860393.720 20.75 FOUND 1-1/8" BRASS DISK

IN ROCK MARKED "D.E.A."

CONTROL

102 301103.425 3861204.150 21.78 FOUND NAIL IN ROCK

103 301748.801 3861617.770 31.99 FOUND MAG NAIL AND

WASHER MARKED "D.E.A.

CONTROL"

104 302529.768 3862463.401 21.42 FOUND MAG NAIL AND

SHINER AT STOP BAR

105 301073.199 3863435.644 22.50 FOUND 3-1/2" BRASS DISK

IN CONCRETE

106 300592.684 3862394.945 21.29 FOUND 1-1/8" BRASS DISK

IN ROCK MARKED "D.E.A

CONTROL"

107 299262.472 3862290.946 18.64 FOUND MAG NAIL AND

SHINER IN ASPHALT

108 299777.004 3861450.944 20.72 FOUND MAG NAIL AND

WASHER MARKED "D.E.A.

CONTROL"

109 299183.727 3861259.984 20.49 FOUND MAG NAIL AND

SHINER IN ASPHALT

110 299116.435 3860557.945 21.43 FOUND 1-1/8" BRASS DISK

IN ROCK MARKED "D.E.A

CONTROL"

111 302531.187 3863311.332 15.96 SET MAG NAIL AND

WASHER MARKED "D.E.A

CONTROL"

112 301240.657 3864417.333 24.26 SET 1/2" IRON ROD WITH

RED PLASTIC CAP "D.E.A.

CONTROL"

GOLD 299671.558 3861145.279 23.33 FOUND 4" BRASS DISK IN

ROCK MARKED OREGON

PRIMARY GPS GOLD

MRN-CK-R 299705.112 3861165.757 22.97 FOUND 4" BRASS DISK IN

ROCK USACE

SURVEY GENERAL NOTES

BATHYMETRY

CONTRACT NO. W9127N19D0001

TASK ORDER NO. W9127N24F0062

1. DATASOURCES, SURVEY METHODOLOGY, AND INSTRUMENTATION

A. AERIAL IMAGERY AND LIDAR WITH SUPPORTING AIRBORNE GNSS/IMU DATA WAS ACQUIRED.

AERIAL IMAGERY WAS AQUIRED NOVEMBER, 2024 WITH TIDES AT +4.75 FOOT MLLW. AERIAL

LIDAR WAS AQUIRED OCTOBER 24, 2024 AT +4.16 FOOT MLLW.

B. THE PROJECT SURVEY CONTROL WAS ESTABLISHED USING POST-PHOTO ID FEATURES AND

TARGETS AS PLANNED BY GEOTERRA.

C. IMAGERY FLIGHT PLANNING WAS DEVELOPED USING TRACK'AIR SOFTWARE WITH A DEM

SURFACE TO ACQUIRE 3-BAND NATURAL COLOR (RGB) ACROSS THE 230 AC. PROJECT SITE

PER USACE PROVIDED BOUNDARY.

i. GROUND SAMPLING DISTANCE (GSD): 3 CM

ii. BANDS/BITS: 3-BAND RGB/8-BIT PER BAND

iii. FLIGHT LINES: 3

iv. SUN ANGLE: 25-27 DEGREES

v. ALTITUDE: 1655 AMSL

D. AERIAL TRIANGULATION (AT) WAS PERFORMED ON THE STEREO IMAGERY USING TRIMBLE

INPHO MATCH-AT SOFTWARE.

E. ALL 3-BAND, 8-BIT/BAND IMAGES PROCESSED IN THE AT SOLUTION WERE UTILIZED BY THE

TRIMBLE INPHO MATCHT-DSM SOFTWARE TO CREATE AND AUTOMATICALLY DERIVED POINT

CLOUD.

2. PROJECT COORDINATE SYSTEM AND DATUMS

A. COORDINATE SYSTEM: OREGON STATE PLANE, SOUTH ZONE

B. HORIZONTAL DATUM: NAD83 (2011)

C. VERTICAL DATUM: NAVD88

D. GEOID: GEOID 12B

E. UNITS: INTERNATIONAL FEET

0 500' 1000'

1" = 500'

SURVEY CONTROL POINT MAP

N: 298851 E: 3860943

N: 298927 E: 3861030

N: 299188 E: 3860992

+00

+77

.57

N: 299396 E: 3860922

N: 299487 E: 3861049

N: 299355 E: 3860873

N: 299255 E: 3861083

N: 298999 E: 3860986

N: 299088 E: 3860980

N: 299166 E: 3860696

N: 298759 E: 3860964

N: 299246 E: 3860698

N: 299114 E: 3860702

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G-004

1" = 100'

STAGING PLAN

CONSTRUCTION ACCESS VIA OCEANSIDE DR

100' 200'0

PACIFIC OCEAN

ROGUE RIVER

EROSION CONTROL NOTES:

1. EROSION CONTROL MEASURES IDENTIFIED ON PLANS REPRESENT A POSSIBLE COURSE OF

ACTION. THE CONTRACTOR IS RESPONSIBLE FOR ADHERENCE TO ENVIRONMENTAL PERMITS

AND MUST SUBMIT AN EROSION CONTROL PLAN (ESCP) PER SPECIFICATION 01 57 19.00 25

TEMPORARY ENVIRONMENTAL CONTROLS.

2. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION

ACTIVITIES, INCLUDING MOBILIZATION.

3. SILT FENCE NOT TO BE INSTALLED BELOW MHHW (6.87' NAVD88).

4. ALL WOOD DEBRIS FOR OPTIONAL BEACH ACCESS ROUTE MUST BE STOCKPILED IN AN AREA

APPROVED BY COR. STOCKPILE MUST BE ABOVE HIGH TIDE ELEVATION, AND MUST BE

RESTORED TO PRECONSTRUCTION LOCATION ONCE REPAIRS REQUIRING BEACH ACCESS ARE

COMPLETE.

LEGEND:

ROCK STORAGE AREA

TREE PROTECTION AREA

PROTECT SHORE PINES AND

INSTALL CONSTRUCTION FENCE

AROUND DRIP LINE. SEE SHEET

C-501 FOR DETAIL.

ACCESS ROAD

INSTALL SILT FENCE.

SEE DETAIL C-501.

ROCK STORAGE

PARKING

CONSTRUCT JETTY ACCESS RAMP APPROXIMATELY 30-40'

WIDE ON SOUTH SIDE OF JETTY ADJACENT TO SOUTH JETTY

STAGING AREA AND ABOVE MEAN HIGHER HIGH WATER

(MHHW). DO NOT REMOVE EXISTING ARMOR STONE TO

CONSTRUCT RAMP.

SAND DUNE TO REMAIN UNDISTURBED.

ANY DRIFTWOOD DISTURBED DURING CONSTRUCTION

MUST BE RETURNED TO ORIGIN.

INSTALL SILT FENCE.

SEE DETAIL C-501.

INSTALL CHAIN LINK FENCE

INSTALL FENCE GATE

TEMPORARY ACCESS ROAD.

BEACH ACCESS

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EXISTING CONDITIONS

100' 200'0

BEACH ACCESS NOTES:

1. PICTURED ON THIS SHEET IS THE DUNE AND DRIFTWOOD PILE REFERENCED ON G-004. ALSO

PICTURED (BOTTOM RIGHT) IS A GRAVEL BERM ADJACENT TO THE JETTY WITHIN THE BEACH

ACCESS AREA.

2. EXISTING CONDITION PHOTOS TAKEN ON JUNE 10TH, 2025. SITE CONDITIONS ARE SUBJECT TO

CHANGE BY TIME OF CONSTRUCTION.

3. LOCATION OF PHOTOS TAKEN ON BEACH ADJACENT TO SOUTH JETTY.

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1" = 500'

TRUCK HAUL ROUTE

U.S. ROUTE 101

0 500' 1000'

PACIFIC OCEAN

ROGUE RIVER

TRUCK HAUL ROUTE NOTES:

1. ROADWAYS ARE NOT FROM SURVEY. DISTANCES SHOWN ARE APPROXIMATE. CONTRACTOR IS

RESPONSIBLE FOR COORDINATING ROADWAY USE AND GETTING REQUIRED PERMITS FROM

STATE AND LOCAL AUTHORITIES.

U.S. ROUTE 101

R O

T W

MOORE ST.

OCEANSIDE DRIVE

ROCK STORAGE AREA

ROGUE SOUTH JETTY

CONSTRUCTION ACCESS ROUTE

OCEANSIDE DRIVE

PORT DR.

HARBOR W

N (N

STATION

JETTY REPAIR CENTERLINE

7+007+207+407+607+808+008+208+408+608+809+009+209+409+609+8010+0010+2010+4010+6010+8011+00

7+008+009+0010+0011+00

OPTION 2

STA 9+50 TO 10+90

MANDATORY

STA 8+50 TO 9+50

OPTION 1

STA 7+60 TO 8+50

N: 299217.9950 E: 3860652.4344

N: 298941.8371 E: 3860363.0613

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20' 40'0

SCALE: 1" = 20'

JETTY IMPROVEMENTS

CIVIL NOTES:

1. SEE SHEET C-301 TO C-303 FOR LOCATION OF CROSS SECTIONS.

2. TRANSITION FROM REPAIR AND RECONSTRUCTION AREA TO EXISTING

CONDITION WITHIN 50 FEET OF THE WORK AREA.

3. HATCHING IN PLAN VIEW REPRESENTS RECONSTRUCTION AREAS. HEAT MAP IN

PLAN VIEW REPRESENTS AREAS BELOW DESIGN TEMPLATE. SEE ELEVATION

BELOW TEMPLATE TABLE BELOW.

JETTY REPAIR CENTERLINE

EXISTING GRADE AT

JETTY CENTERLINE

H: 1" = 20' V:1" = 5'

PROFILE - JETTY REPAIR CENTERLINE STA 7+60 TO 10+90

ELEVATION BELOW

REPAIR TEMPLATE

MINIMUM DEPTH

FROM TEMPLATE

(FEET)

MAXIMUM DEPTH

FROM TEMPLATE

(FEET)

COLOR

0 1

1 2

2 5

5 10

OPTION 1

STA 7+60 TO 8+50

MANDATORY

STA 8+50 TO 9+50

OPTION 2

STA 9+50 TO 10+90

LEGEND:

RECONSTRUCTION

CONTRACTOR MUST

REPAIR SCALLOP.

OCEAN SIDE

CHANNEL SIDE

N (N

7+60

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

7+80

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

8+00

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

8+20

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

8+40

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

8+50

-10

0 10 20 30 40 500-10-20-30-40-50

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CIVIL CROSS SECTION NOTES:

10' 20'0SCALE: 1" = 10'

CROSS SECTION (OPTION 1) 7+60 TO 8+50

2024 EXISTING GRADE, TYP.

REPAIR TEMPLATE, TYP.

RECONSTRUCTION

LEGEND:

CHANNEL SIDEOCEAN SIDE

EL. 18'

EL. 0'

BOTTOM OF

RECONSTRUCTION

1. REPAIR TEMPLATE LINE SHOWN FOR RECONSTRUCTION AND REPAIR WORK.

2. REPAIR OR RECONSTRUCT TO DEPTH SHOWN OR TO WELL-INTERLOCKED AND SEATED TOE

STONE.

3. SEE SHEET C-101 FOR LOCATION OF CROSS SECTIONS.

4. REPAIR OR RECONSTRUCT GRADES SHOWN. IN REPAIR AREAS, RE-WORK AND UTILIZE THE

LARGEST AND MOST ANGULAR EXISTING RELIC STONE TO FACILITATE ADEQUATE STONE

INTERLOCK WITH NEW ARMOR. IN RECONSTRUCTION AREAS, RECONSTRUCT THE

OUTERMOST LAYER WITH THE LARGEST AND MOST ANGULAR RELIC STONE. REPAIR AND

RECONSTRUCTION AREAS MUST BE COMPLETED ON REWORKED OR RECONSTRUCTED

FOUNDATIONS COMPRISED OF THE LARGEST AND MOST ANGULAR EXISTING RELIC STONE.

ROUNDED AND/OR UNDERSIZED RELIC STONE MUST NOT BE USED AS FOUNDATIONAL OR

OUTER ARMOR MATERIAL.

5. ON OCEAN SIDE EXCAVATE TO ELEVATION SHOWN OR WELL-INTERLOCKED TOE STONE.

TOE STONE MUST BE ANGULAR AND PROVIDE SOLID FOUNDATION. IF NO

WELL-INTERLOCKED RELIC STONE FOUND, PROVIDE BEDDING STONE PER DETAIL K10,

SHEET C-502.

6. AREAS WHERE EXISTING GRADE IS WITHIN TOLERANCES MAY REQUIRE REWORK TO RELIC

STONE ADJACENT TO REPAIR OR RECONSTRUCTION WORK TO ACHIEVE SMOOTH

INTERFACE AND STONE INTERLOCK BETWEEN NEW STONE AND RELIC STONE AS SPECIFIED

IN SECTION 35 31 26.40 25 JETTY REPAIRS.

26'

1.5

EL. 18'

EL. 0'

EL. 18'

EL. 0'

EL. 18'

EL. 0'

EL. 18'

EL. 0'

EL. 18'

EL. 0'

1.5

N (N

8+50

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

8+70

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

8+90

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

9+10

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

9+30

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

9+50

-10

0 10 20 30 40 500-10-20-30-40-50

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

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C-302

CIVIL CROSS SECTION NOTES:

10' 20'0SCALE: 1" = 10'

CROSS SECTION (MANDATORY) 8+50 TO 9+50

INSTALL ARMOR LAYER (REPAIR)

RECONSTRUCTION

LEGEND:

BOTTOM OF

RECONSTRUCTION

2024 EXISTING GRADE, TYP.

REPAIR TEMPLATE, TYP.

EL. 18'

EL. 8'

EL. 5'

CHANNEL SIDEOCEAN SIDE

1. REPAIR TEMPLATE LINE SHOWN FOR RECONSTRUCTION AND REPAIR WORK.

2. REPAIR OR RECONSTRUCT TO DEPTH SHOWN OR TO WELL-INTERLOCKED AND SEATED TOE

STONE.

3. SEE SHEET C-101 FOR LOCATION OF CROSS SECTIONS.

4. REPAIR OR RECONSTRUCT GRADES SHOWN. IN REPAIR AREAS, RE-WORK AND UTILIZE THE

LARGEST AND MOST ANGULAR EXISTING RELIC STONE TO FACILITATE ADEQUATE STONE

INTERLOCK WITH NEW ARMOR. IN RECONSTRUCTION AREAS, RECONSTRUCT THE

OUTERMOST LAYER WITH THE LARGEST AND MOST ANGULAR RELIC STONE. REPAIR AND

RECONSTRUCTION AREAS MUST BE COMPLETED ON REWORKED OR RECONSTRUCTED

FOUNDATIONS COMPRISED OF THE LARGEST AND MOST ANGULAR EXISTING RELIC STONE.

ROUNDED AND/OR UNDERSIZED RELIC STONE MUST NOT BE USED AS FOUNDATIONAL OR

OUTER ARMOR MATERIAL.

5. ON OCEAN SIDE EXCAVATE TO ELEVATION SHOWN OR WELL-INTERLOCKED TOE STONE.

TOE STONE MUST BE ANGULAR AND PROVIDE SOLID FOUNDATION. IF NO

WELL-INTERLOCKED RELIC STONE FOUND, PROVIDE BEDDING STONE PER DETAIL K10,

SHEET C-502.

6. REPAIR FINISHED GRADE MUST BE WITHIN TOLERANCES PER SPECIFICATION 35 31 26.40

7. AREAS WHERE EXISTING GRADE IS WITHIN TOLERANCES MAY REQUIRE REWORK TO RELIC

STONE ADJACENT TO REPAIR OR RECONSTRUCTION WORK TO ACHIEVE SMOOTH

INTERFACE AND STONE INTERLOCK BETWEEN NEW STONE AND RELIC STONE AS SPECIFIED

IN SECTION 35 31 26.40 25 JETTY REPAIRS.

26'

1.5

EL. 0'

EL. 18'

EL. 8'

EL. 0'

EL. 18'

EL. 8'

EL. -1'

EL. 18'

EL. 8'

EL. 0'

EL. 18'

EL. 8'

EL. 3'

EL. 18'

EL. 8'

N (N

9+50

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

9+70

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

9+90

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

10+10

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

10+30

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

10+50

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

10+70

-10

0 10 20 30 40 500-10-20-30-40-50

N (N

10+90

-10

0 10 20 30 40 500-10-20-30-40-50

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

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2e cd im s

T D

D D

D , O

O N

D (2

R O

G U

E R

S, P

S, E

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H . M

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, P

T O

C R

N S

C-303

CIVIL CROSS SECTION NOTES:

10' 20'0SCALE: 1" = 10'

CROSS SECTION (OPTION 2) 9+50 TO 10+90

RECONSTRUCTION

LEGEND:

REPAIR TEMPLATE, TYP.

CHANNEL SIDEOCEAN SIDE EL. -1

BOTTOM OF

RECONSTRUCTION

1. REPAIR TEMPLATE LINE SHOWN FOR RECONSTRUCTION AND REPAIR WORK.

2. REPAIR OR RECONSTRUCT TO DEPTH SHOWN OR TO WELL-INTERLOCKED AND SEATED TOE

STONE.

3. SEE SHEET C-101 FOR LOCATION OF CROSS SECTIONS.

4. REPAIR OR RECONSTRUCT GRADES SHOWN. IN REPAIR AREAS, RE-WORK AND UTILIZE THE

LARGEST AND MOST ANGULAR EXISTING RELIC STONE TO FACILITATE ADEQUATE STONE

INTERLOCK WITH NEW ARMOR. IN RECONSTRUCTION AREAS, RECONSTRUCT THE

OUTERMOST LAYER WITH THE LARGEST AND MOST ANGULAR RELIC STONE. REPAIR AND

RECONSTRUCTION AREAS MUST BE COMPLETED ON REWORKED OR RECONSTRUCTED

FOUNDATIONS COMPRISED OF THE LARGEST AND MOST ANGULAR EXISTING RELIC STONE.

ROUNDED AND/OR UNDERSIZED RELIC STONE MUST NOT BE USED AS FOUNDATIONAL OR

OUTER ARMOR MATERIAL.

5. ON OCEAN SIDE EXCAVATE TO ELEVATION SHOWN OR WELL-INTERLOCKED TOE STONE.

TOE STONE MUST BE ANGULAR AND PROVIDE SOLID FOUNDATION. IF NO

WELL-INTERLOCKED RELIC STONE FOUND, PROVIDE BEDDING STONE PER DETAIL K10,

SHEET C-502.

6. AREAS WHERE EXISTING GRADE IS WITHIN TOLERANCES MAY REQUIRE REWORK TO RELIC

STONE ADJACENT TO REPAIR OR RECONSTRUCTION WORK TO ACHIEVE SMOOTH

INTERFACE AND STONE INTERLOCK BETWEEN NEW STONE AND RELIC STONE AS SPECIFIED

IN SECTION 35 31 26.40 25 JETTY REPAIRS.

EL. 18'

2024 EXISTING GRADE, TYP.

26'

1.5

EL. -1

EL. 18'

EL. -1

EL. 18'

EL. -1

EL. 18'

EL. -3

EL. 18'

EL. -3

EL. 18'

EL. -2

EL. 18'

EL. -3

EL. 18'

2020 EXISTING GRADE, TYP.

2024 EXISTING GRADE, TYP.

2024 EXISTING GRADE, TYP. 2024 EXISTING GRADE, TYP.

2024 EXISTING GRADE, TYP.

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

D (2

R O

G U

E R

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O T

S, P

S, E

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H . M

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Z, P .E

O N

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C-501

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

D (2

R O

G U

E R

8- Ju l-2 g

2e cd im s

T D

G R

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C-502

NOTES:

1. PRIOR TO TOE STONE PLACEMENT, EXCAVATE THE EXISTING BEACH TERRAIN TO ELEVATIONS SHOWN ON SHEETS C-301 THROUGH C-302 OR UNTIL EXISTING JETTY STONE IS ENCOUNTERED. EXCAVATED BEACH TERRAIN MUST BE

RETURNED TO PRECONSTRUCTION LOCATION.

2. PLACE 36 INCHES OF BEDDING MATERIAL (CLASS 50 RIPRAP) WHERE RELIC STONE IS NOT PRESENT.

3. PLACE STONE TO MINIMIZE VOIDS AND PROVIDE MAXIMUM STONE-TO-STONE CONTACT.

4. REPAIR AND RECONSTRUCTION FINISHED GRADE MUST BE WITHIN TOLERANCES PER SPECIFICATION 35 31 26.40

OF JETTY NEAT LINES.

5. IF TOE STONE AT BOTTOM OF SLOPE IS NOT WELL-SEATED AND INTERLOCKED, REMOVE TOE STONE AND EITHER RECONSTRUCT TOE STONE AND SLOPE, OR REPLACE WITH NEW ARMOR STONE. NEW TOE STONE MUST EXCEED W50.

6. DRAWINGS ARE NOT DRAWN TO SCALE.

JETTY CREST - 26'

EXISTING JETTY STONE TO BE

REUSED VIA CONSTRUCTION, TYP.

NEW STONE, TYP.

CHANNEL-SIDE (NORTH)

TOE STONE

NEW STONE (TYP.)

REWORKED JETTY

STONE, TYP.

EXISTING GRADE

REUSED OR REWORKED RELIC

STONE

ARMOR LAYER

TOE STONE

BEDDING MATERIAL

EXISTING JETTY STONE

TO BE REWORKED, TYP.

EXISTING JETTY STONE

TO REMAIN, TYP.

EXISTING GRADE

REPAIR TEMPLATE,

SHOWN FOR CLARITY

REPAIR TEMPLATE

NEW ARMOR STONE, TYP.

EXISTING GRADE

EXISTING JETTY STONE

TO REMAIN, TYP.

NEW AND RECONSTRUCTED

ARMOR STONE

REWORKED RELIC

CORE AND ARMOR STONE

N O

EXISTING BEACH TERRAIN

FG = 18' (NAVD88)

TYPICAL JETTY REPAIR CROSS SECTION

E10

TYPICAL JETTY RECONSTRUCTION (OCEAN SIDE) TOE DETAIL

K10

TYPICAL TOE, SLOPE AND CREST STONE PLACEMENT

REPAIR TEMPLATE

LEGEND

EXISTING GRADE

FG = 0' (NAVD88)

MHHW = 6.87' (NAVD88)

MSL = 3.62' (NAVD88)

MLLW = -0.29' (NAVD88)

NTS

EXCAVATED VOLUME

NTS

OCEAN-SIDE (SOUTH)

BEDDING MATERIAL,

SEE NOTE 2 REWORKED JETTY STONE (TYP.)

BEDDING MATERIAL,

SEE NOTE 2

REWORKED JETTY

STONE, EXISTING GRADE

REPLACE EXCAVATED SAND AFTER

FINISHED TOE CONSTRUCTION

STONE LONG DIMENSION SHOULD BE

PERPENDICULAR TO REPAIR TEMPLATE, TYP.

TYPICAL RECONSTRUCTION DETAIL

NTS

REPAIR TEMPLATE

8 9

8 10

REPAIR TEMPLATE,

SHOWN FOR CLARITY

EXISTING GRADE

EXISTING JETTY STONE

TO BE REWORKED, TYP.

REWORKED JETTY

STONE, TYP.

NEW JETTY STONE, TYP.

1.5

N: 299113.2474 E: 3860701.6707

N: 299186.0122 E: 3860682.6866

N: 298851.4849 E: 3860943.4320

N: 298902.4618 E: 3861001.8697

N: 298926.9588 E: 3861029.9520

N: 299137.3173 E: 3860986.2835

N: 299187.7060 E: 3860992.2792

N: 299374.4905 E: 3860867.6257

N: 299308.2400 E: 3860790.0298

N: 299486.7176 E: 3861049.2358

N: 299255.2070 E: 3861083.1644

N: 299351.7825 E: 3861083.5139

N: 299395.8194 E: 3860921.8938

N: 299040.6728 E: 3860647.3089

N: 299030.5222 E: 3860662.1738

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

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2e cd im s

T D

D D

D , O

O N

D (2

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LS101

40' 80'0

SCALE: 1" = 40'

SITE RESTORATION

SITE RESTORATION NOTES:

1. RESTORE DISTURBED AREAS PER SPEC 32 90 00.00 25 "SITE RESTORATION".

2. ANY DAMAGED PAVEMENT WILL BE AT THE CONTRACTOR'S FULL EXPENSE, REPAIRED TO

PRE-CONSTRUCTION CONDITIONS OR BETTER AFTER ALL OTHER PHYSICAL WORK IS

COMPLETE, BUT PRIOR TO FINAL CONSTRUCTION PHYSICAL COMPLETION DATE.

3. AFTER DEMOBILIZATION, REPAIR GRAVEL ROADS. FILL IN POTHOLES AND RUTS. PROVIDE

4% CROSS SLOPE TO PREVENT POTHOLES. ADD 2 INCHES OF SURFACE AGGREGATE ON

TOP OF ROCK USED FOR CONSTRUCTION ACCESS. INSTALL 3/4"-0 SURFACE AGGREGATE

IN ACCORDANCE WITH ODOT MATERIAL AND COMPACTION REQUIREMENTS. REMOVE

ANY CONSTRUCTION ACCESS MATERIAL PLACED OUTSIDE THE EXISTING GRAVEL ROADS.

REFER TO SPEC 32 90 00.00.

4. PLANT SHRUBS WITH A DENSITY OF 1 PLANT PER 180 SY. 70% OF SHRUBS TO BE COYOTE

BRUSH (BACCHARIS PILULARIS), AND 30% TO BE PACIFIC WAX MYRTLE (MORELLA

CALIFORNICA). REFER TO SPEC 32 90 00.00.

5. PLANT GRASS BETWEEN ALL SHRUBS AND ANY DISTURBED AREA. GRASS TO BE

AMERICAN DUNE GRASS (LEYMUS MOLLIS) OR AMERICAN BEACHGRASS (AMMOPHILA

BREVILIGULATA). REFER TO SPEC 32 90 00.00.

6. PLANTING AREAS ARE APPROXIMATE; SITE RESTORATION WILL DEPEND ON TOTAL

DISTURBED AREA. ALL DISTURBED AREA MUST BE RESTORED ACCORDING TO SECTION

32 90 00.00

PROTECT SHORE PINES

SEE SHEET C-501

SHRUBBERY REPLANT AREA,

SEE NOTES 4 AND 5

RESTORE PARKING

AREA LOT PER NOTE 3

LEGEND:

GRAVEL PARKING LOT RESTORATION.

SHRUBBERY REPLANTING AREA

GRASS REPLANTING AREA

GRASS REPLANT AREA,

SEE NOTE 5

PROPERTY BOUNDARY

CENTERLINE OF JETTY

SAND DUNE TO

REMAIN UNDISTURBED. ANY

DRIFTWOOD DISTURBED

DURING CONSTRUCTION MUST

BE RETURNED TO ORIGIN.

REMOVE TEMPORARY JETTY

ACCESS ROAD MATERIAL TO NATIVE

SOIL PRIOR TO PLANTING GRASS.

GRAVEL BERM TO BE

RESTORED TO

PRECONSTRUCTION

CONDITIONS.

JETTY ACCESS RAMP TO REMAIN

FOLLOWING CONSTRUCTION .

BLOCKER STONES TO BE ADDED

FOLLOWING CONSTRUCTION.

	2025-07-11T16:13:52-0700
SOUDERS.RYAN.D.1385465714

	2025-07-11T16:25:31-0700
DUYCK.PATRICK.L.1242841189

	2025-07-14T15:53:26-0700
CASWELL.LARRY.DALE.JR.1052433432

File details come from the government source that posted it. Updated Aug 11, 2025.