DRAFT DRAWING - NOT FINAL DESIGN - Rogue River South Jetty Partial Repair 2025.pdf

PDF 5 MB Posted Apr 23, 2025

Attached to: Rogue River South Jetty Partial Repair 2025
Solicitation number: PANNWD2002246
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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Written by GovTribe AI · Apr 23, 2025

These draft engineering drawings detail a partial repair project for the Rogue River South Jetty located in Gold Beach, Oregon. The technical drawings (sheets G-001 through LS101) specify a comprehensive jetty stone repair and reconstruction effort spanning approximately 260-420 linear feet, with mandatory and optional repair zones between stations 7+60 and 10+30. The repair scope includes excavating and resetting the jetty stone cross-section, installing new armor and core layers, placing toe stone, and implementing specific construction techniques to address channel-side damage.

The drawings provide detailed engineering specifications, including cross-sections showing existing and proposed grade elevations, stone placement guidelines, and construction methodology. The project includes mandatory repairs from 8+20 to 9+80 with 50-foot buffers, optional repairs from 7+60 to 8+20 and 9+80 to 10+30, and site restoration requirements. Technical specifications indicate design stone with a W50 of 18 tons and minimum density of 170 pcf, with repairs expected to be executed between August 2025 and January 2026 by the U.S. Army Corps of Engineers Portland District.

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

PORTLAND DISTRICT

ROGUE RIVER

SOUTH JETTY

EXPEDITED REPAIR

US Army Corps of Engineers ®

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

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B Y:

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SHEET ID

US Army Corps of Engineers

U .S

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M Y

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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DRAWING IS OBSOLETE AT THE COMPLETION OF THIS CONTRACT 1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DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGS AT THE COMPLETION OF THIS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

DOYLE POINT

JETTY ROAD

GOLD BEACH MUNICIPAL AIRPORT

SITE MAP N

0 500' 1000'

INDEX OF CONTRACT DRAWINGS

REVISION

MARK FILE NAME SHEET ID DRAWING TITLES

SHEET

ACTION

NO.

GENERAL

ROG-1.100_General_Sheets-G-001 G-001 COVER SHEET AND SITE ACCESS

PLAN 5

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

MAPS 5

ROG-1.100_General_Sheets-G-003 G-003 SURVEY CONTROL 5

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

CIVIL

ROG-1.100_Civil_Site_Sheets-C-101 C-101 SITE PLAN 7+60 TO 10+30 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

SITE ACCESS ROAD

HARBOR W

S. JETTY ROAD

OCEANSIDE DR.

DRAFT

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

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

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O N

, A N

D M

G-002

GENERAL LEGEND

C102

DETAIL AND PAGE LOCATION

PROJECT BOUNDARY

MATCHLINE

JETTY STORE

PROPERTY LINE

ABBREVIATIONS

BMP BEST MANAGEMENT PRACTICE

CO CONTRACTING OFFICER

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

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

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G-003

SURVEY CONTROL POINT

NAME NORTHING EASTING ELEVATION (NAVD88)

MRN_BASE_R 299671.59 3861145.28 23.24

BRUSHY AZ AK 300763.99 3865061.12 69.51

P 466 295182.71 3862577.14 54.32

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 NOVEMBERS, 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

MRN_BASE_R

BRUSHY AZ MK

P 466

D B

C H

D B

D R

B Y:

C O

N O

N N

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SHEET ID

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G-004

1" = 40'

STAGING PLAN

CONSTRUCTION ACCESS VIA OCEANSIDE DR

40' 80'0

PACIFIC OCEAN

STAGING AREA

ROGUE RIVER

EROSION CONTROL NOTES:

1. EROSION CONTROL MEASURED 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.

LEGEND:

STAGING AREA

STATION

JETTY REHAB CENTERLINE

STA 7+00 TO 11+00

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

STATION

JETTY REHAB CENTERLINE

STA 7+00 TO 11+00

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+30

MANDATORY

STA 8+50 TO 9+50

OPTION 1

STA 7+60 TO 8+50

7+008+009+0010+0011+00

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

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SHEET ID

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C-101

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 AREA TO EXISTING CONDITION WITHIN 50 FEET OF

THE END OF THE REPAIR AREA.

REHAB CENTERLINE

EXISTING GRADE AT

REHAB CENTERLINE

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

PROFILE - REHAB CENTERLINE STA 7+60 TO 10+30

REPAIR DEPTH TABLE

NO. MINIMUM DEPTH MAXIMUM DEPTH COLOR

1 0 1

2 1 2

3 2 5

4 5 10

OPTION 1

STA 7+60 TO 8+50

MANDATORY

STA 8+50 TO 9+50

OPTION 2

STA 9+50 TO 10+30

LEGEND:

RECONSTRUCTION

N (N

7+80

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

7+60

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

8+20

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

8+00

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

8+40

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

8+50

-20

-10

-20

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

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

D B

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D B

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B Y:

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N N

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C R

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SHEET ID

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C-301

CIVIL CROSS SECTION NOTES:

1. JETTY NEAT LINE SHOWN FOR RECONSTRUCTION AND REPAIR WORK.

2. RECONSTRUCTION HATCH SHOWN TO ILLUSTRATE LOCATION OF RECONSTRUCTION NEEDED.

3. REPAIR OR RECONSTRUCT TO DEPTH SHOWN OR TO COMPETENT ROCK.

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

5. RECONSTRUCTION ASSUMED TO BE ONE LAYER THICK, UNLESS ELEVATION NOTED ON CROSS

SECTION. C.O.R. TO CONFIRM IF ADDITIONAL LAYERS NEED TO BE CONSTRUCTED.

20' 40'0SCALE: 1" = 20'

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

2024 EXISTING GRADE, TYP.

REPAIR TEMPLATE, TYP.

REPAIR TEMPLATE

(2-FOOT OFFSET), TYP.

EL. 18.46'

EL. 18.46'EL. 18.46'

EL. 18.46'

INSTALL ARMOR LAYER

INSTALL CORE LAYER

RECONSTRUCTION OF

ARMOR STONE

LEGEND:

N (N

8+70

-20

-10

-20

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

8+50

-20

-10

-20

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

9+10

-20

-10

-20

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

8+90

-20

-10

-20

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

9+30

-20

-10

-20

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

9+50

-20

-10

-20

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

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

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C R

O N

SHEET ID

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U .S

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C R

N S

C-302

CIVIL CROSS SECTION NOTES:

1. JETTY NEAT LINE SHOWN FOR RECONSTRUCTION AND REPAIR WORK.

2. RECONSTRUCTION HATCH SHOWN TO ILLUSTRATE LOCATION OF RECONSTRUCTION NEEDED.

3. REPAIR OR RECONSTRUCT TO DEPTH SHOWN OR TO COMPETENT ROCK.

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

5. RECONSTRUCTION ASSUMED TO BE ONE LAYER THICK, UNLESS ELEVATION NOTED ON

CROSS SECTION. C.O.R. TO CONFIRM IF ADDITIONAL LAYERS NEED TO BE CONSTRUCTED.

20' 40'0SCALE: 1" = 20'

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

2024 EXISTING GRADE, TYP.

REPAIR

TEMPLATE, TYP.

REPAIR TEMPLATE

(2-FOOT OFFSET), TYP.

EL. 18.46'

EL. 18.46'EL. 18.46'

EL. 18.46'

EL. 8.00' EL. 8.00'

EL. 8.00'EL. 8.00'

EL. 8.00'

EL. -5.00' EL. -5.00'

EL. -5.00'EL. -5.00'

EL. -5.00' EL. -5.00'

INSTALL ARMOR LAYER

INSTALL CORE LAYER

LEGEND:

EL. -5.00'EL. -5.00'

EL. -5.00'

EL. -5.00' EL. -5.00'

EL. -5.00'

N (N

9+70

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

9+50

-20

-10

-20

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

10+10

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

9+90

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

N (N

10+30

-10

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

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

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M Y

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T O

C R

N S

C-303

CIVIL CROSS SECTION NOTES:

1. JETTY NEAT LINE SHOWN FOR RECONSTRUCTION AND REPAIR WORK.

2. RECONSTRUCTION HATCH SHOWN TO ILLUSTRATE LOCATION OF RECONSTRUCTION NEEDED.

3. REPAIR OR RECONSTRUCT TO DEPTH SHOWN OR TO COMPETENT ROCK.

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

5. RECONSTRUCTION ASSUMED TO BE ONE LAYER THICK, UNLESS ELEVATION NOTED ON CROSS

SECTION. C.O.R. TO CONFIRM IF ADDITIONAL LAYERS NEED TO BE CONSTRUCTED.

20' 40'0SCALE: 1" = 20'

CROSS SECTION (OPTION 2) 9+50 TO 10+30

2024 EXISTING GRADE, TYP.

REPAIR

TEMPLATE, TYP.

REPAIR TEMPLATE

(2-FOOT OFFSET), TYP.

EL. 18.46'

EL. 18.46'EL. 18.46'

INSTALL ARMOR LAYER

INSTALL CORE LAYER

LEGEND:

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

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C-501

D B

C H

D B

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B Y:

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N O

N N

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C R

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SHEET ID

US Army Corps of Engineers

U .S

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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.

2. PLACE 24 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. 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

STONE 1

REUSED OR REWORKED 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 = 18.46' (NAVD88)

TYPICAL JETTY REPAIR CROSS SECTION

D12

TYPICAL JETTY REPAIR (OCEAN SIDE) TOE DETAIL

J12

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

STONE 1

EXCAVATED VOLUME

NTS

STONE 7

STONE 8

STONE 3

STONE 7

STONE 8

OCEAN-SIDE (SOUTH)

BEDDING MATERIAL,

SEE NOTE 2

REWORKED JETTY STONE (TYP.)

STONE 10

STONE 11

STONE 15

BEDDING MATERIAL,

SEE NOTE 2

STONE

13 STONE

STONE

REWORKED JETTY

STONE, EXISTING GRADE

REPLACE EXCAVATED SAND AFTER

FINISHED TOE CONSTRUCTION

STONE LONG DIMENSION SHOULD BE

PERPENDICULAR TO REPAIR TEMPLATE, TYP.DRAFT

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

D B

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SHEET ID

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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 THE CONTRACT END 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.

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).

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

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

BREVILIGULATA).

RESTORATION AREA

PROTECT SHORE PINES

SEE SHEET C-501

REMOVE JETTY

ACCESS ROAD

SHRUBBERY REPLANT AREA,

SEE NOTES 4 AND 5

REPLACE BLOCKING

STONES IF REMOVED

DURING CONSTRUCTION

RESTORE PARKING

AREA LOT PER NOTE 3

LEGEND:

GRAVEL PARKING LOT RESTORATION.

SHRUBBERY REPLANTING AREA

GRASS REPLANTING AREA

GRASS REPLANT AREA,

SEE NOTE 5

G-001

ROG-1.100_General_Sheets - G-001

G-002

ROG-1.100_General_Sheets - G-002

G-003

G-003 - ROG-1.100_General_Sheets - G-003

G-004

ROG-1.100_General_Sheets - G-004

C-101

ROG-1.100_Civil_Site_Sheets - C-101

C-301

ROG-1.100_Civil_Cross_Section_Sheets - C-301

C-302

ROG-1.100_Civil_Cross_Section_Sheets - C-302

C-303

C-501

ROG-1.100_Details Sheets - C-501

C-502

ROG-1.100_Details Sheets - C-502

LS-101

ROG-1.100_Site_Restoration_Sheets - LS-101

File details come from the government source that posted it. Updated Apr 23, 2025.