Attachment 8 - North Culv Rep_Plan.pdf

PDF 8 MB Posted Jul 28, 2026

Attached to: Pisgah North Ranger District Ditch Culvert Replacements and Road Reconditioning
Solicitation number: 12445226Q0047
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Jul 28, 2026

This is a design plan and construction specification document for the FY26 Pisgah North Ranger District Ditch Culvert Replacements and Road Rehabilitation project located in Buncombe, Haywood, Henderson, and Transylvania counties, North Carolina on the Pisgah National Forest. The project is being executed by the United States Department of Agriculture Forest Service, Region 8 (Southern Region).

The project involves comprehensive road rehabilitation and drainage infrastructure improvements across 27 roads spanning approximately 57.45 miles. Key deliverables include replacement of 9,873 linear feet of 24-inch aluminized corrugated steel pipe (CMP) culverts with standard catch basins and outlet controls; construction of 75 headwalls and 22 drop inlets associated with specific culvert installations; removal and proper disposal of existing culverts; roadside brushing and mowing across 57.45 miles; roadway excavation and embankment totaling 8,776 cubic yards; placement of 1,425 tons of Class B riprap and 8,550 tons of NCDOT ABC aggregate surface course; asphalt concrete patching (124 cubic yards); turf establishment across 28.50 acres; temporary traffic control; and GIS data collection for drainage culvert asset documentation. Work must comply with FP-24 Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, Forest Service Supplemental Specifications, and project-specific specifications. Timing restrictions apply to in-stream work activities, and contractors must submit an erosion and pollution control plan for approval prior to ground-disturbing activities. All work must conform to OSHA standards and Clean Water Act Section 404 permit requirements.

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Other files

File	Type	Posted
SF30 Amend 0002.pdf	PDF	Aug 31, 2026
Attachment 3 - rev2 SOI North Culverts.xlsx	XLSX spreadsheet	Aug 31, 2026
Attachment 11 - Appendix A Revision.docx	DOCX document	Aug 31, 2026
Attachment 8 - rev2 North Culv Rep_Plan.pdf	PDF	Aug 31, 2026
C04 Revised Responses for QA.docx	DOCX document	Aug 31, 2026
Attachment 1 - Rev Terms and Conditions North.pdf	PDF	Aug 27, 2026
Attachment 8 - rev North Culv Rep_Plan.pdf	PDF	Aug 26, 2026
Attachment 2 - rev SOW North Culverts.pdf	PDF	Aug 26, 2026
Attachment 3 - rev SOI North Culverts.pdf	PDF	Aug 26, 2026
C04 Responses for QA.pdf	PDF	Aug 26, 2026
SF 30 12445226Q0047.pdf	PDF	Aug 26, 2026
RFQ 12445226Q0047 Pisgah North Culverts.pdf	PDF	Jul 28, 2026
Attachment 2 - SOW North Culverts.pdf	PDF	Jul 28, 2026
Attachment 9 - Past Performance Questionnaire.pdf	PDF	Jul 28, 2026
Attachment 1 - Terms and Conditions North.pdf	PDF	Jul 28, 2026
Attachment 5 - GeoRefMap.pdf	PDF	Jul 28, 2026
Attachment 6 - Activity Summary.pdf	PDF	Jul 28, 2026
Attachment 10 - WD Hwy NC NC20260087.pdf	PDF	Jul 28, 2026
Attachment 3 - SOI North Culverts.pdf	PDF	Jul 28, 2026
Attachment 4 - FSSS Specs.pdf	PDF	Jul 28, 2026
Attachment 7 - Links North Culverts.pdf	PDF	Jul 28, 2026

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SHEET OF

PISGAH NATIONAL FOREST

BUNCOMBE, HAYWOOD, HENDERSON, & TRANSYLVANIA

NORTH CAROLINA

PISGAH RANGER DISTRICT - NORTH

PISGAH NATIONAL FOREST

FY26 PISGAH NORTH RANGER DISTRICT DITCH CULVERT

REPLACEMENTS AND ROAD REHABILITATION

United States Department of Agriculture Forest Service

Region 8 - Southern Region

RECOMMENDED BY:

APPROVED BY:

ENGINEERING STAFF OFFICER DATE

DATE

7/9 /26

8 P

C :\U

J\P

-R

\20

\2_

FOREST SUPERVISOR

FOREST LOCATION

TRAVEL DIRECTIONS:

FROM THE PISGAH RANGER DISTRICT: TAKE PISGAH HIGHWAY (276)

VICINITY MAP

FOR

PISGAH NATIONAL FOREST

1 27

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVER SHEET 5/27/2026

2 GENERAL NOTES 5/27/2026

3/4 PROJECT MAP 5/27/2026

5/6/7 SUMMARY OF QUANTITIES / ACTIVITIES 5/27/2026

8-14 WORK LIST 5/27/2026

15 TYPICAL SECTIONS 5/27/2026

16 BRUSHING AND DISPOSAL DETAIL 5/27/2026

17 CLAY PLUG DETAIL 5/27/2026

18 CMP CULVERT DETAIL 5/27/2026

19 CMP DITCHING DETAIL 5/27/2026

20 DROP INLET DETAIL 5/27/2026

21 HEADWALL DETAIL 5/27/2026

22 CMP ARMOR DETAIL 5/27/2026

23 CMP ALIGNMENT DETAIL 5/27/2026

24 CMP BAND DETAIL 5/27/2026

25 ROLLING DIP DETAIL 5/27/2026

26 TRAFFIC CONTROL DETAIL 5/27/2026

27 EROSION CONTROL DETAIL 5/27/2026

REVIEWED BY:

SUPERVISOR ENGINEER DATE

PREPARED BY:

CIVIL ENGINEER DATE

DISTRICT RANGER DATE

AutoCAD SHX Text PISGAH NORTH - FS No. 142, 297, 473, 476, 477, 479, 479A, 479E, 479F, 479G, 479H, 479L, AutoCAD SHX Text

ASHEVILLE

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CHARLOTTE

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MURPHY

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WAYNESVILLE

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CHEROKEE

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ANDREWS

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MT AIRY

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HENDERSONVILLE

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SYLVA

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FRANKLIN

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STATESVILLE

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HICKORY

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MORGANTON

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ROBBINSVILLE

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BRYSON CITY

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HIGHLANDS

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CASHIERS

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WESTERN NORTH CAROLINA

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APPROX. SCALE IN MILES

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PROJECT LOCATION

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BOONE

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BLOWING ROCK

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GASTONIA

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WILKESBORO

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MARS HILL

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HOT SPRINGS

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WINSTON-SALEM

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RUTHERFORDTON

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MARION

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BURNSVILLE

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SPRUCE PINE

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BREVARD

./Dwgs_BaseMap_ProjectName.dwg AutoCAD SHX Text 479M, 480, 480A, 481, 481A, 481B, 481C, 481F, 491, 491A, 812B, 5000, 5000B, 5093, & 5097

DRAWN

PREPARED BY

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/9 /26

7 P

C :\U

J\P

-R

\20

\2_

.D W

(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

GENERAL NOTES

2 27

GENERAL NOTES:

1. FOR THIS PROJECT STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS AND FOREST

SERVICE SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROJECT SPECIFICATIONS WILL BE USED, HEREINAFTER REFERRED TO AS FP-24 SPEC.

ORDER OF PRECEDENCE: IN CASE OF CONFLICT, THE FOLLOWING ORDER APPLIES: (1) SPECIAL CONTRACT REQUIREMENTS, (2) PROJECT

DRAWINGS, (3) SUPPLEMENTAL SPECIFICATIONS, (4) FP-24 STANDARD SPECIFICATIONS

2. STORAGE OF ALL EQUIPMENT ON SITE WILL BE AT THE CONTRACTOR'S RISK AND AT A LOCATION

APPROVED BY THE CONTRACTING OFFICER.

3. CONSTRUCTION EQUIPMENT SHALL BE CONFINED TO THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

4. ALL EXCAVATION IS CONSIDERED TO BE UNCLASSIFIED.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO NATIONAL FOREST ROADS DUE TO TRANSPORTATION OF CONTRACTOR'S

EQUIPMENT AND OR MATERIALS.

6. CONTRACTOR SHALL SUBMIT AN EROSION & POLLUTION CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO ANY EARTH DISTURBING ACTIVITIES. IMPLEMENT EROSION AND SEDIMENT CONTROL (ESC) MEASURES PER SECTION 157. INSTALL SILT FENCE, FIBER ROLLS, OR OTHER APPROVED DEVICES PRIOR TO GROUNDBREAKING.

7. DURING CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING WHEREVER ROAD CROSSES FLOWING WATER.

CONTRACTOR SHALL DEWATER THROUGH DIVERSION OF WATER OR DAMMING. WHEN DEWATERING IS NECESSARY, DEWATER ACCORDING TO

FP-24 AND CONTRACTOR SHALL FOLLOW BMP'S TO ENSURE QUALITY.

8. EACH CULVERT'S LOCATION, LENGTH AND SKEW SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER

PRIOR TO ORDERING.

9. DISTURBANCE OF SLOPES SHALL BE LIMITED TO MOWING OR HAND-CLEARING EXCEPT WHEN WIDENING OR OTHER WORK IS SHOWN ON THE

DESCRIPTION OF WORK.

10. WOODY MATERIAL CUT DURING CULVERT INSTALLATION SHALL BE WINDROWED ALONG ROAD'S FILL SLOPE

11. TO FACILITATE WINDROW CONSTRUCTION THE CONTRACTOR MAY, AT THEIR OPTION CLEAR 5 FEET BEYOND THE TOE OF FILLS IN DENSE AREAS.

12. EXISTING CULVERTS TO BE REMOVED ARE THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM NATIONAL FOREST LANDS AND DISPOSED OF PROPERLY IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS PER FP-24 SECTION 203.05(A)

13. ALL SLOPES ARE SHOWN AS VERTICAL-TO-HORIZONTAL DISTANCE (V:H)

14. FILL SLOPE= 1V:1.5H, CUT SLOPE=1V:1H, OR AS STAKED BY THE CONTRACTING OFFICERS REPRESENTATIVE (COR)/ENGINEERING REPRESENTATIVE

(ER) OR AS SHOWN ON THE PLANS.

15. WOODY MATERIAL GREATER THAN 2" IN DIAMETER OR LONGER THAN 3' SHALL NOT BE INCORPORATED INTO CONSTRUCTED FILLS.

16. DEPTHS OF MATERIALS SHOWN ON THE PLANS ARE FINAL IN-PLACE COMPACTED DEPTHS.

17. ALL RIPRAP SHALL BE PLACED BY HAND OR MACHINE, NOT SIDE CAST OR END DUMPED.

18. ALL PERMANENT SIGNS SHALL BE SECURED WITH TAMPER-RESISTANT HARDWARE APPROVED BY THE CONTRACTING OFFICER.

19. PRIOR TO ANY EXCAVATION, CALL "NORTH CAROLINA ONE-CALL CENTER" AT 1-800-632-4949.

20. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL INCLUDING TEMPORARY SIGNING AND PROTECTION OF THE PUBLIC. SIGNAGE BEYOND THOSE SHOWN ON THE DRAWINGS MAY BE REQUIRED. IF A FULL ROAD CLOSURE IS REQUIRED, ENSURE ALL NECESSARY PERMITS AND

SIGNAGE ARE IN PLACE, FOLLOWING USFS GUIDELINES.

21. TRAFFIC CONTROL SIGNS SHALL CONFORM TO MUTCD SPECIFICATIONS LATEST EDITION.

22. ALL DRAINAGE STRUCTURES TO BE INSTALLED SHALL BE INSTALLED TO DRAIN. ON ROADS TO BE RECONDITIONED, ALL EXISTING DRAINAGE

STRUCTURES SHALL BE RECONDITIONED FOR BEST POSSIBLE DRAINAGE.

23. STATIONS/MILEPOSTS IDENTIFIED FOR AGGREGATE PLACEMENT ARE FULL DEPTH, CONTRACTOR SHALL TAPER AGGREGATE 10' AHEAD AND BACK

OF THE DEFINED STATION/MILEPOST, FOR A SMOOTH TRANSITION.

24. ALL STAKES AND FLAGGING IN THE FIELD THAT WERE USED FOR PROJECT IMPLEMENTATION SHALL BE GATHERED & REMOVED FROM FOREST LAND BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THIS WORK IS CONSIDERED PART OF MOBILIZATION AND NO

SEPARATE PAYMENT WILL BE MADE.

25. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CLEAN WATER ACT SECTION 404 PERMIT AND ANY STATE-SPECIFIC WATER QUALITY

CERTIFICATION (E.G., SECTION 401).

26. CONFINE CONSTRUCTION ACTIVITIES TO THE MINIMUM AREA NECESSARY. PROTECT EXISTING TREES AND RIPARIAN VEGETATION OUTSIDE THE

CLEARING LIMITS.

27. ALL WORK MUST COMPLY WITH OSHA STANDARDS.

CONSTRUCTION STAKES-G1-9

CENTERLINE

18"

F 10.4 26.4

2:1 W2

C1.9 C9.8 21.8 1:1

C 9.8 21.8 1:1 D

C 1.310+00

10+00

CUT SLOPE STAKE FILL SLOPE STAKE

10+00

REFERENCE STAKE REFERENCE STAKE

F1.2 F10.4 26.6

2:1 W2

10+00

24"

FACE TOWARD

BEGINNING STATION

OF PROJECT

FACE TOWARD

CENTERLINE

FACE TOWARD

CENTERLINE

PAINTED TOP 2 INCHES

AS ORANGE GLOW

TOPS.

NOTE ANY CHANGE TO BASIC

ROAD TEMPLET: CURVE

WIDENING, FILL WIDENING

OR SUPER ELVATION

SEEDING NOTES:

1. SEEDING DATES SHALL BE FROM APRIL 1 TO SEPTEMBER 30.

2. SEED ALL DISTURBED AREAS, EXCEPT THE ROAD SURFACE. NO DISTURBED AREAS WILL BE LEFT WITHOUT SEEDING

FOR MORE THAN 15 DAYS AND IN NO CASE MORE THAN 14 DAYS AFTER WORK HAS CEASED.

3. SEEDING MIXTURES SHALL BE AS FOLLOWS:

MARCH 1 - JUNE 15

ANNUAL RYE 8 LBS PER ACRE

GRAIN OATS 40 LBS PER ACRE

VIRGINIA WILD RYE 10 LBS PER ACRE

CREEPING RED FESCUE 10 LBS PER ACRE

PARTRIDGE PEA 2 LBS PER ACRE

JUNE 15 - OCTOBER 31

FOXTAIL MILLET 16 LBS PER ACRE

ROUNDTOP MILLET 16 LBS PER ACRE

VIRGINIA WILD RYE 10 LBS PER ACRE

CREEPING RED FESCUE 10 LBS PER ACRE

PARTRIDGE PEA 2 LBS PER ACRE

4. FERTILIZER SHALL BE 17-17-17 APPLIED AT 500 LBS. PER ACRE

5. AGRICULTURAL LIME SHALL BE APPLIED AT 2,000 LBS. PER ACRE

6. CERTIFIED WEED-FREE STRAW MULCH SHALL BE APPLIED AT 80 BALES PER ACRE

7. DISTURBED OR NEWLY CONSTRUCTED SLOPES WITHIN 25' OF STREAM COURSE SHALL BE IMMEDIATELY PROTECTED BY SEEDING WITH MIXTURES MENTIONED ABOVE AND COVERING WITH STRAW, MULCH, AND SMALL LIMBS. THIS ADDITIONAL

SEEDING SHALL BE DONE THE SAME DAY AS THE DISTURBANCE (WHETHER COMPLETED OR NOT)

8. WHEN WORK IS PERFORMED OUTSIDE THE SPECIFIED SEEDING SEASON AND EROSION CONTROL MEASURES NEEDED TO CONTROL SEDIMENTATION ARE IN EXCESS OF THOSE SHOWN IN THE SCHEDULE OF ITEMS, THE ADDIDTIONAL MEASURES SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR THE EROSION CONTROL PLAN FILED BY THE

CONTRACTOR SHALL INCLUDE THESE MEASURES TO BE TAKEN.

G-02

J. NAZARIO RUIZ

P. ELDRIDGE

05/27/2026

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FS-479A (START)

35.50503, -82.59568

FS-479A (END)

35.50169, -82.59917

FS-480 (START)

35.50132, -82.59944

FS-480 (END)

35.48818, -82.62445

FS-480A (START)

35.49984, -82.60298

FS-480A (END)

35.48547, -82.62162

NFSR

479A

NFSR

480A

NFSR

480A

NFSR

FS-481/FS-491 (START)

35.49587, -82.61413

FS-491 (END)

35.51092, -82.62464

NFSR

479E

NFSR

479E

NFSR

479E

FS-479E (END)

35.50642, -82.62793

FS-479E (START)

35.49030, -82.62876

NFSR

FS-481 (END)

35.48127, -82.62750

NFSR

481C

FS-481C (START/END)

35.48741, -82.62967/

35.48605, -82.62615 FS-479 (START)

35.48878, -82.62671

FS-479 (END)

35.45253, -82.65944

NFSR

481F

FS-481F (START/END)

35.48431, -82.62914/ 35.48319, -82.62401

NFSR

481B

FS-481A (START/END)

35.48513, -82.62969/ 35.48510, -82.63157

NFSR

479F

FS-479F (END)

35.49674, -82.63418

FS-479F (START)

35.48175, -82.63526

NFSR

479F

FS-479G (START)

35.47520, -82.64014

FS-479G (END)

35.48143, -82.65173

NFSR

479G

NFSR

479M

NFSR

479M

NFSR

479M

FS-479M (START)

35.46548, -82.65541

FS-479M (END)

35.48299, -82.61385

NFSR

479H

FS-479H (START/END)

35.47179, -82.64450/ 35.46331, -82.64779

NFSR

FS-5000 (START)

35.45253, -82.65944

FS-5000 (END)

35.40683, -82.64352

NFSR

FS-5097 (START)

35.43137, -82.71099

FS-5097 (END)

35.42032, -82.65671

NFSR

FS-142 (START)

35.42600, -82.65267

FS-142 (END)

35.41979, -82.67561

FS-5000 (TRANSITION)

35.41014, -82.64539

NFSR

479L

FS-479L (START/END)

35.50270, -82.59781/ 35.50269, -82.59882

NFSR

481A

DRAWN

PREPARED BY

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/9 /26

0 P

C :\U

J\P

-R

\20

\2_

.D W

(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

VICINITY MAP

3 27

J. NAZARIO RUIZ

P. ELDRIDGE

05/27/2026

V-01 Feet

0 4000 8000

MATCH LINE - SEE SHEET V-02

NOTE: VICINITY MAPS PROVIDED HERE-IN ARE

FOR COURTESY ONLY. CONTRACTOR TO

REFERENCE PROVIDED ARCGIS FIELD MAPS

AND ARCGIS ONLINE FOR ACCURACY, PLANING

AND EXECUTION OF CONTRACT REQUIREMENTS.

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NFSR

FS-297 (START)

35.32899, -82.64648

FS-297 (END)

35.34267, -82.65927

NFSR

FS-476 (START)

35.38151, -82.74274

FS-476 (END)

35.36657, -82.73884

FS-812B (START)

35.34811, -82.77837

FS-812B (END)

35.34975, -82.77336

NFSR

812B

FS-477 (START)

35.28770, -82.73690

FS-477 (END)

35.34765, -82.78333

NFSR

FS-473 (START)

35.28467, -82.72808

FS-473 (END)

35.28404, -82.72570

NFSR

DRAWN

PREPARED BY

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/9 /26

0 P

C :\U

J\P

-R

\20

\2_

.D W

(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

VICINITY MAP

4 27

05/27/2026

V-02 Feet

0 4000 8000

MATCH LINE - SEE SHEET V-01

NOTE: VICINITY MAPS PROVIDED HERE-IN ARE

FOR COURTESY ONLY. CONTRACTOR TO

REFERENCE PROVIDED ARCGIS FIELD MAPS

AND ARCGIS ONLINE FOR ACCURACY, PLANING

AND EXECUTION OF CONTRACT REQUIREMENTS.

J. NAZARIO RUIZ

P. ELDRIDGE

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/9 /26

7 P

C :\U

J\P

-R

\20

\2_

.D W

(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

SUMMARY OF

QUANTITIES

5 27

SUMMARY OF QUANTITIES

PISGAH RANGER DISTRICT - NORTH

ITEM NO. DESCRIPTION QUANTITY UNIT

15101 MOBILIZATION, INCLUDES PRE-WASH AND EQUIPMENT INSPECTION 1 LS

15702 SILT FENCE INSTALLATION, REMOVAL AND DISPOSAL OFF GOVERNMENT LAND 7125 LF

15707 WATTLES, 6" DIAMETER MIN. 3420 LF

20203 ROADSIDE BRUSHING AND MOWING, DISPOSAL METHOD F 57.45 MI

20403 ROADWAY EXCAVATION, AND EMBANKMENT , COMPACTION PLACEMENT METHOD 1 8776 CY

25102 PLACED RIPRAP, NCDOT CLASS B 1425 TON

30208 AGGREGATE SURFACE COURSE, NCDOT ABC, METHOD 2, COMPACTION B 8550 TON

30315 ROADWAY REHABILITATION (2 CYCLES PER ROAD), PLACEMENT METHOD 2 107.34 MI

40305 ASPHALT CONCRETE PATCHING (LOCALIZED REPAIR) 124 CY

60201a REPLACE WITH 24" PIPE CULVERT, ALUMINIZED CORRUGATED STEEL, TYPE 2, 14-GAUGE, WITH STANDARD CATCH BASIN, DITCHLINE AND OUTLET

CONTROLS, COMPACTION METHOD 2, DISPOSAL OFF GOVERNMENT LAND 9873 LF

60201b HEADWALL CONSTRUCTION ASSOCIATED WITH SPECIFIC CULVERTS (REMOVE/REPLACE) 75 EA

60201c DROP INLET CONSTRUCTION ASSOCIATED WITH SPECIFIC CULVERTS (REMOVE/REPLACE) 22 EA

62502 TURF ESTABLISHMENT 28.50 AC

63501 TEMPORARY TRAFFIC CONTROL 1 LS

90101 DRAINAGE CULVERT ASSET STATUS AND LOCATION DATA COLLECTION, GIS DIGITAL MAP 1 LS

C-01

1) TIMING RESTRICTIONS APPLY TO WORK IN STREAMS. SEE <FILL IN> FOR IN STREAM TIMING RESTRICTIONS

2) CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY STAKES AND MONUMENTS, QUALITY CONTROL, AND SAMPLING AND TESTING, NO SEPARATE PAYMENT WILL BE MADE

3) CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL ASSETS, QUALITY CONTROL, AND SAMPLING AND TESTING, NO SEPARATE PAYMENT WILL BE MADE.

4) TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. SEE <FILL IN> FOR PROJECT SPECIFIC TRAFFIC CONTROL REQUIREMENTS.

5) CONSERVE ROCK FROM EXCAVATIONS AND PLACE AS RIPRAP ARMORING AT THE INLETS AND OUTLETS OF DRAINAGE FEATURES. UNLESS RIP RAP QUANTITIES ARE SPECIFIED THIS WORK IS CONSIDERED INDIRECT TO THE DRAINAGE FEATURE AND NOT

MEASURED FOR PAYMENT.

6) SOIL EROSION AND POLLUTION CONTROL: INSTALLATION AND MAINTENANCE OF ALL EROSION AND POLLUTION CONTROL DEVICES SHALL BE INCIDENTAL TO SOIL EROSION & POLLUTION CONTROL BID ITEM UNLESS OTHERWISE IDENTIFIED IN THE BID

SCHEDULE

7) UNSUITABLE EXCAVATION: WASTE MATERIAL PRODUCED IN THE CONSTRUCTION OF THIS PROJECT SHALL BE HAULED TO THE DISPOSAL SITES SPECIFIED IN THE SCHEDULE. COR/ER SHALL CONFIRM LOCATIONS

8) AGGREGATE SURFACE COURSE: THIS ITEM INCLUDES ALL ABC STONE USED IN PROJECT, INCLUDING SURFACING, PIPE BEDDING, SHOULDERS, TURNOUTS, TURNAROUNDS, & CURVE WIDENING

9) CULVERT INSTALLATION: CLEARING AND SLOPE ROUNDING REQUIRED FOR CULVERT INSTALLATION IS INCIDENTAL TO CULVERT INSTALLATION. CONSTRUCTION OF OUTLET DITCHES IS INCIDENTAL TO CULVERT INSTALLATION AND NO SEPARATE PAYMENT WILL BE MADE. DEWATERING REQUIRED FOR CULVERT INSTALLATION SHALL BE INCIDENTAL TO PAY ITEM 15713 AND NO SEPARATE PAYMENT WILL BE MADE IN SIDEHILL SECTIONS, THE CONTRACTOR SHALL CONSTRUCT THE CULVERT CATCH BASIN AS SHOWN IN THE CATCH BASIN DETAILS AND RECONDITION 50' OF EXISTING DITCH LINE ON BOTH SIDES OF THE INSTALLATION. THIS WORK IS INCIDENTAL TO THIS ITEM

10) ROAD REHABILITATION: WORK INCLUDED IS INCIDENTAL TO REHABILITATION AND NO SEPARATE PAYMENT WILL BE MADE. THIS ITEM INCLUDES CLEANING AND REHABILITATION ALL LEADOFF DITCHES, CULVERT CATCH BASINS, CULVERT INLET AND OUTLET DITCHES, AND CLEARING ALL BRUSH BETWEEN THE ROAD SHOULDER AND THE CULVERT INLET. ALL WORK SHALL BE IN ACCORDANCE WITH THE TYPICAL SECTIONS AND DRAWINGS. ALL CULVERTS LISTED OR NOT LISTED IN THE DESCRIPTION OF WORK SHALL BE CLEANED INSIDE AT LEAST 5' FROM THE ENDS. ANY INLET OR OUTLET DEFORMATION WITHIN 2 FEET OF THE CULVERT ENDS SHALL BE RESTORED TO AS MUCH AS IS POSSIBLE REHABILITATION OF ROAD OR DITCH LINES SHALL NOT UNDERCUT BACKSLOPE.

WHERE UNDERCUTTING IS DONE THE BACKSLOPE (CUT-SLOPE) SHALL BE RESHAPED AND SEEDED.

J. NAZARIO RUIZ

P. ELDRIDGE

05/27/2026

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/9 /26

7 P

C :\U

J\P

-R

\20

\2_

.D W

(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

SUMMARY OF ACTIVITIES

6 27

C-02

Ditch Culvert Replacements and Road Rehabilitation Activity Summary (1 OF 2)

PISGAH RANGER DISTRICT - NORTH

Road Number Name GIS

Miles Linear Feet

Number of

Culverts

Inlet Considerations

Surface Type

Objec Maint Level

Oper Maint Level Funct Class Lanes Beginning Milepost

Coordinates Ending Milepost Coordinates

J. NAZARIO RUIZ

P. ELDRIDGE

05/27/2026

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/9 /26

7 P

C :\U

J\P

-R

\20

\2_

.D W

(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

SUMMARY OF ACTIVITIES

7 27

C-03

Ditch Culvert Replacements and Road Rehabilitation Activity Summary (2 OF 2)

PISGAH RANGER DISTRICT - NORTH

Road Number Name GIS

Miles Linear Feet

Number of

Culverts

Inlet Considerations

Surface Type

Objec Maint Level

Oper Maint Level Funct Class Lanes Beginning Milepost

Coordinates Ending Milepost Coordinates

1.886 420 13

1.511 376 7

0.516 36 1

0.168 66 2

0.556 111 3

0.363 240 7

1.312 265 9

1.344 54 2

0.333 414 10

5.502 882 26

12.186 545 12

TOTALS 57.449 9873 285 72 21

J. NAZARIO RUIZ

P. ELDRIDGE

05/27/2026 ** Refer to the attachment titled "Biological Assessment for Federally Listed Species and Critical Habitat for Pisgah National Forest" in full for guidance with attention to Appendix A for special considerations.

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/9 /26

7 P

C :\U

J\P

-R

\20

\2_

.D W

(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

WORK LIST

8 27

C-04

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35.31949 -82.76396 24 34

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J. NAZARIO RUIZ

P. ELDRIDGE

05/27/2026

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AutoCAD SHX Text 18"x22'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 15. GRADE: TOE OF SLOPE. ADD 12' TO ACCOMMODATE 2:1 SLOPE WITH RIPRAP BOTTOM PIPE BROKEN THRU AND UNDER CUT BEHIND RETAINING WALL. GOES THROUGH RETAINING WALL. SPRING ABOVE ROAD. REPAIR/REPLACE HOMEOWNER WALL

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. HW. SKEW: YES. 30. SLOPE: 8% MIN. RAISE ROAD OR DIG DEEPER

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. HW. SKEW: YES. 30. GRADE: TOE OF SLOPE. SKEW WILL PLACE OUTLET IN NATURAL SWALE. DIG DEEPER OR RAISE ROAD

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES 45. GRADE: TOE OF SLOPE

AutoCAD SHX Text

CULVERT LENGTH SUBTOTAL

AutoCAD SHX Text

NFSR-473 - CULVERT REPLACEMENT WORKLIST

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

EXISTING FEATURE SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

CULVERT DIAMETER (INCHES)

AutoCAD SHX Text

CULVERT LENGTH (FEET)

AutoCAD SHX Text 18"x50'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: YES. 30. GRADE: 8% MIN. MODERATE BULGING, RUST, AND PITTING AT INLET AND OUTLET.

AutoCAD SHX Text

CULVERT LENGTH SUBTOTAL

AutoCAD SHX Text

NFSR-476 - CULVERT REPLACEMENT WORKLIST

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

EXISTING FEATURE SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

CULVERT DIAMETER (INCHES)

AutoCAD SHX Text

CULVERT LENGTH (FEET)

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: 8% MIN. REQUIRES SEDIMENT TRAP

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: NO GRADE: 8% MIN. REQUIRES SEDIMENT TRAP

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: 8% MIN.

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: NO GRADE: 8% MIN. REQUIRES SEDIMENT TRAP

AutoCAD SHX Text

CULVERT LENGTH SUBTOTAL

AutoCAD SHX Text

NFSR-477 - CULVERT REPLACEMENT WORKLIST (1 OF 3)

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

EXISTING FEATURE SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

CULVERT DIAMETER (INCHES)

AutoCAD SHX Text

CULVERT LENGTH (FEET)

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: 8% MIN. MAJOR BULGING AND RUST AT INLET

AutoCAD SHX Text

AutoCAD SHX Text 18"x40'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: 8% MIN. REQUIRE SEDIMENT TRAP AT OUTLET.

AutoCAD SHX Text

NFSR-477 - CULVERT REPLACEMENT WORKLIST (2 OF 3)

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

EXISTING FEATURE SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

CULVERT DIAMETER (INCHES)

AutoCAD SHX Text

CULVERT LENGTH (FEET)

AutoCAD SHX Text 18"x21'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: NO. SLOPE: TOE OF SLOPE. RESHAPE DITCH AT INLET. ROCK HW AT INLET AND OUTLET.

AutoCAD SHX Text

AutoCAD SHX Text 18"x21'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: NO. SLOPE: TOE OF SLOPE. RESHAPE DITCH AT INLET.

AutoCAD SHX Text

AutoCAD SHX Text 18"x 30'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN. MAJOR BULGING, RUST, PITTING AND SEDIMENT AT INLET. OUTLET BURIED UNDER ROCK.

AutoCAD SHX Text

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: 8% MIN.

AutoCAD SHX Text

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 45. GRADE: 8% MIN.

AutoCAD SHX Text

AutoCAD SHX Text 18"x25'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 45. GRADE: TOE OF SLOPE. RAISE ROAD. INLET IS SET INTO BEDROCK. CULVERT IS CATCHING A SEEP/DRAINAGE

AutoCAD SHX Text

AutoCAD SHX Text 18"x24"

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 45. GRADE: TOE OF SLOPE. MAJOR BULGING, RUST AND PITTING AT INLET. MOVE OUTLET 20' UPHILL TO AVOID DOWNSTREAM TRAIL

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE.

AutoCAD SHX Text 18"x27'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE.

AutoCAD SHX Text 18"x33'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: NO. GRADE: 8% MIN.

AutoCAD SHX Text 18"x27'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: YES. 30. GRADE: 8% MIN.

AutoCAD SHX Text 18"x25'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN. DIG DEEPER.

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 45. GRADE: 8% MIN. DIG DEEPER.

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 45. GRADE: 8% MIN.

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 15. GRADE: 8% MIN.

AutoCAD SHX Text 18"x23'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.

AutoCAD SHX Text 18"x23'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.

AutoCAD SHX Text 18"x 24'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN. MODERATE BULGING, RUST AND PITTING AT INLET. MOVE CULVERT DOWNHILL 25 FEET

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. RESHAPE DITCH. SKEW: NO. GRADE: 8% MIN. RAISE ROAD.

AutoCAD SHX Text 18"x24'

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/9 /26

7 P

C :\U

J\P

-R

\20

\2_

.D W

(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

WORK LIST

9 27

C-05

35.48904 -82.62904 24 56

35.48836 -82.63049 24 48

35.48848 -82.63159 24 56

35.48835 -82.63198 24 62

35.47957 -82.63560 24 40

35.47882 -82.63604 24 36

35.48481 -82.63653 24 44

35.47642 -82.63789 24 38

35.47520 -82.64008 24 38

35.47434 -82.64117 24 30

35.47375 -82.64210 24 32

35.47151 -82.64488 24 40

35.46877 -82.64869 24 40

35.46785 -82.65073 24 36

35.45833 -82.65785 24 40

35.45567 -82.65927 24 40

35.50421 -82.59599 24 40

35.50395 -82.59668 24 60

35.50332 -82.59721 24 26

35.50271 -82.59774 24 28

35.50255 -82.59960 24 36

35.50609 -82.62886 24 26

35.49100 -82.62952 24 26

35.50582 -82.62967 24 28

35.49129 -82.63015 24 20

35.49197 -82.63138 24 30

35.50647 -82.63143 24 28

35.50715 -82.63194 24 30

35.50670 -82.63214 24 26

35.49252 -82.63230 24 26

35.50091 -82.63242 24 26

35.50159 -82.63263 24 24

35.50438 -82.63279 24 26

35.32247 -82.77278 24 40

35.32216 -82.77569 24 30

35.32561 -82.77965 24 30

35.34244 -82.78115 24 34

35.33731 -82.78198 24 34

35.33509 -82.78245 24 28

35.33340 -82.78275 24 30

35.33243 -82.78288 24 32

35.32917 -82.78352 24 30

35.45499 -82.65959 24 48

35.46106 -82.66029 24 60

35.46452 -82.66066 24 36

35.46389 -82.66173 24 32

35.46277 -82.66235 24 50

J. NAZARIO RUIZ

P. ELDRIDGE

05/27/2026

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

NFSR-479 - CULVERT REPLACEMENT WORKLIST (1 OF 2)

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

EXISTING FEATURE SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

CULVERT DIAMETER (INCHES)

AutoCAD SHX Text

CULVERT LENGTH (FEET)

AutoCAD SHX Text 18"x50'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE.

AutoCAD SHX Text 18"x46'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. DI. SKEW: YES. 30. GRADE: TOE OF SLOPE

AutoCAD SHX Text 18"x50'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. DRY DRAINAGE.

AutoCAD SHX Text 18"x60'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE

AutoCAD SHX Text 18"x36'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. DI. SKEW: NO. GRADE: TOE OF SLOPE

AutoCAD SHX Text 18"x30'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: NO. GRADE: TOE OF SLOPE. MOVE CULVERT 20 FEET UP THE ROAD (BEFORE GATE ON LEFT).

AutoCAD SHX Text 18"x32'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: YES. 30. GRADE: TOE OF SLOPE. MOVE CULVERT DOWN ROAD 30 FEET TOWARD START OF TRAIL. TRAIL CONDITIONING REQUIRED.

AutoCAD SHX Text 18"x32'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE. FLOWS FROM BOTH SIDES. RAISE ROAD.

AutoCAD SHX Text 18"x36'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. DI. SKEW: NO. GRADE: TOE OF SLOPE.

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: NO. GRADE: TOE OF SLOPE CURRENTLY GSP DROP INLET.

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. DI. SKEW: NO. GRADE: TOE OF SLOPE

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: YES. 30. GRADE: 8% MIN. MOVE UP ROAD 75 FEET.

AutoCAD SHX Text 18"x32'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: YES. 30. GRADE: TOE OF SLOPE. MOVE INLET UPROAD 5 FEET. MAINTAIN OUTLET LOCATION LOT OF WATER IN DITCH.

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: YES. 30. GRADE: 8% MIN. CONSIDER ADDITIONAL CULVERT 150 FEET DOWN ROAD.

AutoCAD SHX Text 18"x40'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN

AutoCAD SHX Text 18"x30'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. DI. SKEW: YES. 30. GRADE: 8% MIN

AutoCAD SHX Text

NFSR-479A - CULVERT REPLACEMENT WORKLIST

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

EXISTING FEATURE SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

CULVERT DIAMETER (INCHES)

AutoCAD SHX Text

CULVERT LENGTH (FEET)

AutoCAD SHX Text 12"x36'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 45. GRADE: TOE OF SLOPE. STONE WALL AT INLET EMBANKMENT.

AutoCAD SHX Text 18"x60'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 45. GRADE: TOE OF SLOPE. RESHAPE DITCH.

AutoCAD SHX Text 18"x26'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. HW. ROCK. SKEW: YES. 15. GRADE: TOE OF SLOPE. ROCK BACKSLOPE RETAINING WALL AT INLET.

AutoCAD SHX Text 18"x26'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: 8% MIN. ROCK BACKSLOPE/EMBANKMENT AT INLET. 1' COVER.

AutoCAD SHX Text 18"x30'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: 30. GRADE: TOE OF SLOPE.

AutoCAD SHX Text

CULVERT LENGTH SUBTOTAL

AutoCAD SHX Text

NFSR-479E - CULVERT REPLACEMENT WORKLIST (1 OF 2)

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

EXISTING FEATURE SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

CULVERT DIAMETER (INCHES)

AutoCAD SHX Text

CULVERT LENGTH (FEET)

AutoCAD SHX Text 18"x20'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: NO GRADE: 8% MIN. 1 FT COVER

AutoCAD SHX Text 18"x20'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. HW. SKEW: NO. GRADE: 8% MIN.

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: NO. GRADE: 8% MIN.

AutoCAD SHX Text 18"x20'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: NO. GRADE: 8% MIN.

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 45. GRADE: 8% MIN.

AutoCAD SHX Text 18"x23'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: NO GRADE: TOE OF SLOPE

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: NO GRADE: TOE OF SLOPE

AutoCAD SHX Text 18"x20'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: NO. GRADE: TOE OF SLOPE.

AutoCAD SHX Text 18"x20'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: YES. 45. GRADE: 8% MIN. DRY LAID HEADWALL

AutoCAD SHX Text 18"x20'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: NO. GRADE: 8% MIN. 1' COVER. DIG DEEPER OR RAISE ROAD.

AutoCAD SHX Text 18"x21'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: NO. GRADE: 8% MIN. 1' COVER. DIG DEEPER OR RAISE ROAD.

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. HW. (ROCK). SKEW: NO GRADE: TOE OF SLOPE.

AutoCAD SHX Text

NFSR-477 - CULVERT REPLACEMENT WORKLIST (3 OF 3)

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

EXISTING FEATURE SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

CULVERT DIAMETER (INCHES)

AutoCAD SHX Text

CULVERT LENGTH (FEET)

AutoCAD SHX Text 18"x26'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE.

AutoCAD SHX Text 18"x30'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: 8% MIN.

AutoCAD SHX Text 18"x21'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE.

AutoCAD SHX Text 18"x25'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.

AutoCAD SHX Text 18"x23'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.

AutoCAD SHX Text 18"x23'

AutoCAD SHX Text

INLET CONSIDERATIONS: YES. HW. SKEW: NO. GRADE: 8% MIN.

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.

AutoCAD SHX Text 18"x23'

AutoCAD SHX Text

INLET…

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. Updated Jul 28, 2026.