C05 DITCH RELIEF CULVERT - PSG SOUTH 8.24.26.pdf

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Pisgah South Culvert Rehab
Solicitation number
12445226Q0046
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Pisgah National Forest FY26 Ditch Culvert Replacements and Road Rehabilitation Project

This is a design and construction specification document for the United States Department of Agriculture Forest Service, Region 8 (Southern Region), detailing ditch culvert replacements and road rehabilitation work on the Pisgah Ranger District-South in North Carolina. The project encompasses work on nine forest service roads across Buncombe, Haywood, Henderson, and Transylvania counties, with a total scope of 41.66 miles of road rehabilitation and 214 culvert replacements.

The project requires replacement of 24-inch aluminized corrugated metal pipe (CMP) culverts totaling 7,414 linear feet, with associated catch basin and drop inlet construction. Major work items include: 6,591 cubic yards of roadway excavation and embankment; 6,420 tons of aggregate surface course (NCDOT ABC); 74.94 miles of roadway rehabilitation across two cycles per road; 1,070 tons of placed riprap (NCDOT Class B); 66 cubic yards of asphalt concrete patching; 5,350 linear feet of silt fence installation; 2,568 linear feet of erosion control wattles; brushing and mowing of 41.66 miles; turf establishment on 21.40 acres; and temporary traffic control. Standard FP-24 specifications apply, with order of precedence: special contract requirements, project drawings, supplemental specifications, and FP-24 standard specifications. Contractors must submit erosion and pollution control plans prior to ground-breaking, implement dewatering procedures where roads cross flowing water, and field-verify all culvert locations before ordering. General Notes specify compaction methods, slope ratios (1V:1.5H fill, 1V:1H cut), seeding dates between April 1 and September 30, and removal of all project-related stakes and flagging prior to final acceptance.

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Other files

File Type Posted
C05 12445226Q0046 amd 0002.pdf PDF
C05 0002 Terms and Conditions SouthCulvRep revision 2.pdf PDF
C05 0002 AppendixA_Revision 1.pdf PDF
C05 0002 Attachment 4 Plans SouthCulvRep 8.27.26 rev2.pdf PDF
C05 0002 FY26PSGSouthDitchReliefCulvert- SOI rev2.xlsx XLSX spreadsheet
C05 12445226Q0046 amd 0001.pdf PDF
C05 26PSGSouthCulvRep_SOI_8.4.26.pdf PDF
C05 Att 1 Terms and Conditions SouthCulvRep revision 1.pdf PDF
C05 Attachment 3 SOW SouthCulvRep_8.17.26.pdf PDF
Attachment 2 SOI SouthCulvRep.pdf PDF
Attachment 5 FSSS SouthCulvRep.pdf PDF
Attachment 10 DBA HWY WD-NC20260086.pdf PDF
Attachment 8 Links SouthCulvRep.pdf PDF
Attachment 9 Past Perf Questionnair SouthCulvRep.pdf PDF
Attachment 3 SOW SouthCulvRep.pdf PDF
Attachment 6 Activity Summary SouthCulvRep.pdf PDF
Attachment 1 12445226Q0046 Terms and Conditions.pdf PDF
Attachment 7 Geo Ref Map SouthCulvRep.pdf PDF
Attachment 4 Plans SouthCulvRep.pdf PDF
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SHEET OF

PISGAH NATIONAL FOREST

BUNCOMBE, HAYWOOD, HENDERSON, & TRANSYLVANIA

NORTH CAROLINA

PISGAH RANGER DISTRICT - SOUTH

PISGAH NATIONAL FOREST

FY26 PISGAH SOUTH 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

8/2 5/2

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FOREST SUPERVISOR

FOREST LOCATION

TRAVEL DIRECTIONS:

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

VICINITY MAP

FOR

PISGAH NATIONAL FOREST

1 25

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVER SHEET 7/9/2026

2 GENERAL NOTES 7/9/2026

3/4/5 PROJECT MAP 7/9/2026

6/7 SUMMARY OF QUANTITIES / ACTIVITIES 8/24/2026

8-12 WORK LIST 8/24/2026

13 TYPICAL SECTIONS 7/9/2026

14 BRUSHING AND DISPOSAL DETAIL 7/9/2026

15 CLAY PLUG DETAIL 8/24/2026

16 CMP CULVERT DETAIL 8/24/2026

17 CMP DITCHING DETAIL 8/24/2026

18 DROP INLET DETAIL 7/9/2026

19 HEADWALL DETAIL 7/9/2026

20 CMP ARMOR DETAIL 7/9/2026

21 CMP ALIGNMENT DETAIL 7/9/2026

22 CMP BAND DETAIL 7/9/2026

23 ROLLING DIP DETAIL 7/9/2026

24 TRAFFIC CONTROL DETAIL 7/9/2026

25 EROSION CONTROL DETAIL 7/9/2026

REVIEWED BY:

SUPERVISOR ENGINEER DATE

PREPARED BY:

CIVIL ENGINEER DATE

DISTRICT RANGER DATE

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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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BREVARD

AutoCAD SHX Text PISGAH SOUTH - FS No. 225, 229, 257, 258, 298, 454, 471, 475, 475B, 816, 1206, & 5046

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

8/2 5/2

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(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

GENERAL NOTES

2 25

7.9.26----

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

RP

C1.9 C9.8 21.8 1:1

C 9.8 21.8 1:1 D

C 1.310+00

10+00

RP

10+00

CUT SLOPE STAKE FILL SLOPE STAKE

10+00

REFERENCE STAKE REFERENCE STAKE

RP

F1.2 F10.4 26.6

2:1 W2

10+00

24"

FACE TOWARD

BEGINNING STATION

OF PROJECT

FACE TOWARD

CENTERLINE

FACE TOWARD

CENTERLINE

RP

2"

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

P. ELDRIDGE

05/27/2026

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E

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FS-1206 (START)

35.35776, -82.77874

FS-1206 (END)

35.406001, -82.641174

NFSR

NFSR

NFSR

812B

NFSR

475B

FS-475B (END)

35.34092, -82.78999

FS-1206 (TRANSITION)

35.40718, -82.64650

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

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(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

VICINITY MAP

3 25

7.9.26----

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.

J. NAZARIO RUIZ

P. ELDRIDGE

P. ELDRIDGE

05/27/2026

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812B

NFSR

NFSR

NFSR

NFSR

NFSR

475B

NFSR

475B

NFSR

475B

FS-475B (START)

35.28559, -82.79401

FS-475B (END)

35.34092, -82.78999

NFSR

NFSR

FS-225 (START)

35.31410, -82.80179

FS-225 (END)

35.30420, -82.83768

NFSR

FS-5046 (START)

35.28603, -82.83014

FS-5046 (END)

35.29354, -82.83938

FS-454 (START)

35.28284, -82.72136

NFSR

FS-454 (END)

35.27718, -82.71862

FS-475 (END)

35.28318, -82.81700

NFSR

NFSR

FS-475 (START)

35.25436, -82.85229

NFSR

NFSR

FS-816 (START)

35.31582, -82.86921

FS-816 (END)

35.34498, -82.86234

NFSR

FS-471 (END)

35.26590, -82.84692

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

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(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

VICINITY MAP

4 25

7.9.26----

V-02 Feet

0 4000 8000

MATCH LINE - SEE SHEET V-03 (B)

MATCH LINE - SEE SHEET V-01

M

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V-

(A

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

P. ELDRIDGE

05/27/2026

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35.28318, -82.81700

FS-475 (START)

35.25436, -82.85229

NFSR

NFSR

NFSR

FS-471 (START)

35.21169, -82.78315

FS-471 (END)

35.26590, -82.84692

NFSR

NFSR

FS-258 (START/END)

35.37360, -82.93899/ 35.37471, -82.94083

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

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(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

VICINITY MAP

5 25

7.9.26----

V-03 Feet

0 4000 8000

MATCH LINE - SEE SHEET V-02 (B)

M

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E

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(A

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

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

8/2 5/2

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(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

SUMMARY OF

QUANTITIES

6 25

7.9.26----

8.24.26----

SUMMARY OF QUANTITIES

PISGAH RANGER DISTRICT - SOUTH

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 5350 LF

15707 WATTLES, 6" DIAMETER MIN. 2568 LF

20203 ROADSIDE BRUSHING AND MOWING, DISPOSAL METHOD F 41.66 MI

20403 ROADWAY EXCAVATION, AND EMBANKMENT , COMPACTION PLACEMENT METHOD 1 6591 CY

25102 PLACED RIPRAP, NCDOT CLASS B 1070 TON

30208 AGGREGATE SURFACE COURSE, NCDOT ABC, METHOD 2, COMPACTION B 6420 TON

30315 ROADWAY REHABILITATION (2 CYCLES PER ROAD), PLACEMENT METHOD 2 74.94 MI

40305 ASPHALT CONCRETE PATCHING (LOCALIZED REPAIR) 66 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 7414 LF

60201b HEADWALL CONSTRUCTION ASSOCIATED WITH SPECIFIC CULVERTS (REMOVE/REPLACE) 17 EA

60201c DROP INLET CONSTRUCTION ASSOCIATED WITH SPECIFIC CULVERTS (REMOVE/REPLACE) 17 EA

62502 TURF ESTABLISHMENT 21.40 AC

63501 TEMPORARY TRAFFIC CONTROL 1 LS

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

C-01

TIMING RESTRICTIONS APPLY TO WORK IN STREAMS. NO STREAM WORK ESTIMATED FOR THIS PROJECT.

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

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

3) TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. SEE D-12 FOR PROJECT SPECIFIC TRAFFIC CONTROL REQUIREMENTS.

4) 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.

5) 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

6) 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

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

8) 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. ALL CULVERT WORK AND DETAILS ARE INCIDENTAL TO CULVERT INSTALLATION.

9) 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

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

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(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

SUMMARY OF ACTIVITIES

7 25

7.9.26----

C-02

Ditch Culvert Replacements and Road Rehabilitation Activity Summary

PISGAH RANGER DISTRICT - SOUTH

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

5.786 544 18 0 0 35.3141 -82.80179 35.3042 -82.83768

0.184 76 2 0 0 35.3736 -82.93899 35.37471 -82.9408

0.533 38 1 0 0

6.963 1472 49 0 0 35.21169 -82.78315 35.2659 -82.84692

3.750 779 20 0 11 35.25436 -82.85229 35.28318 -82.817

6.582 2030 59 1 1

3.821 748 14 2 3

0.372 46 1 0 0

11.861 1491 45 14 1

2.504 190 5 0 0

TOTALS 41.662 7414 214 17 16

J. NAZARIO RUIZ

P. ELDRIDGE

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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HEADWALL (HW)

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DROP INLET (DI)

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COVE CREEK

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AGG - CRUSHED AGGREGATE OR GRAVEL

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3 - SUITABLE FOR PASSENGER CARS

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3 - SUITABLE FOR PASSENGER CARS

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L - LOCAL

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1 - SINGLE LANE

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SUNBURST REC AREA

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AGG - CRUSHED AGGREGATE OR GRAVEL

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3 - SUITABLE FOR PASSENGER CARS

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3 - SUITABLE FOR PASSENGER CARS

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L - LOCAL

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2 - DOUBLE LANE

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SCHENCK CCC

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AC - ASPHALT

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5 - HIGH DEGREE OF USER COMFORT

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5 - HIGH DEGREE OF USER COMFORT

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C - COLLECTOR

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1 - SINGLE LANE

AutoCAD SHX Text 35.28284

AutoCAD SHX Text -82.72136

AutoCAD SHX Text 35.27718

AutoCAD SHX Text -82.7186

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CATHEYS CREEK

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AGG - CRUSHED AGGREGATE OR GRAVEL

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3 - SUITABLE FOR PASSENGER CARS

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4 - MODERATE DEGREE OF USER COMFORT

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C - COLLECTOR

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DAVIDSON RIVER

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5 - HIGH DEGREE OF USER COMFORT

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5 - HIGH DEGREE OF USER COMFORT

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A - ARTERIAL

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2 - DOUBLE LANE

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HEADWATER**

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AGG - CRUSHED AGGREGATE OR GRAVEL

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3 - SUITABLE FOR PASSENGER CARS

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3 - SUITABLE FOR PASSENGER CARS

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C - COLLECTOR

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1 - SINGLE LANE

AutoCAD SHX Text 35.2856

AutoCAD SHX Text -82.7940

AutoCAD SHX Text 35.3409

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BLACK BALSAM**

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BST - BITUMINOUS SURFACE TREATMENT

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5 - HIGH DEGREE OF USER COMFORT

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3 - SUITABLE FOR PASSENGER CARS

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L - LOCAL

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2 - DOUBLE LANE

AutoCAD SHX Text 35.3158

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AutoCAD SHX Text 35.3450

AutoCAD SHX Text -82.8623

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YELLOW GAP

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AC - ASPHALT

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5 - HIGH DEGREE OF USER COMFORT

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5 - HIGH DEGREE OF USER COMFORT

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C - COLLECTOR

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AutoCAD SHX Text 35.4072

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AutoCAD SHX Text 35.4060

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YELLOW GAP

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AGG - CRUSHED AGGREGATE OR GRAVEL

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4 - MODERATE DEGREE OF USER COMFORT

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3 - SUITABLE FOR PASSENGER CARS

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C - COLLECTOR

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AutoCAD SHX Text 35.3578

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AutoCAD SHX Text 35.4072

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LANNING RIDGE

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AGG - CRUSHED AGGREGATE OR GRAVEL

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2 - HIGH CLEARANCE VEHICLES

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3 - SUITABLE FOR PASSENGER CARS

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L - LOCAL

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1 - SINGLE LANE

AutoCAD SHX Text 35.2860

AutoCAD SHX Text -82.8301

AutoCAD SHX Text 35.2935

-82.8394

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

8/2 5/2

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SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

WORK LIST

8 25

7.9.26----

8.24.26----

C-03

EXCAVATION

(CUBIC YARDS)

35.30985 -82.82025 24"x32' 28.44

35.30411 -82.82290 24"x26' 23.11

35.31097 -82.80862 24"x34' 30.22

35.30336 -82.82569 24"x26' 23.11

35.31041 -82.80980 24"x32' 28.44

35.30838 -82.82201 24"x30' 26.67

35.31083 -82.81906 24"x32' 28.44

35.30460 -82.82314 24"x30' 26.67

35.31393 -82.80259 24"x26' 23.11

35.30333 -82.82273 24"x30' 26.67

35.30978 -82.82172 24"x36' 32.00

35.31111 -82.81667 24"x26' 23.11

35.30369 -82.82426 24"x34' 30.22

35.30334 -82.82493 24"x26' 23.11

35.31181 -82.80624 24"x34' 30.22

35.30365 -82.82241 24"x30' 26.67

35.31082 -82.81315 24"x30' 26.67

35.31088 -82.80916 24"x30' 26.67

EXCAVATION

(CUBIC YARDS)

35.37354 -82.93906 24"x36' 32.00

35.37455 -82.94090 24"x40' 35.56

EXCAVATION

(CUBIC YARDS)

24"x38' 33.78

EXCAVATION

(CUBIC YARDS)

35.21285 -82.78342 23.11

35.21326 -82.78409 30.22

35.21364 -82.78475 24.89

35.21349 -82.78730 28.44

35.21505 -82.79042 26.67

35.21618 -82.79121 26.67

35.21660 -82.79336 23.11

35.21660 -82.79372 28.44

35.21787 -82.79573 21.33

35.22009 -82.79830 26.67

35.22250 -82.79906 24.89

35.22189 -82.79913 28.44

35.22271 -82.79976 32.00

35.22279 -82.80026 35.56

35.22292 -82.80142 35.56

35.22301 -82.80150 23.11

35.22490 -82.80165 26.67

35.22746 -82.80641 21.33

35.22834 -82.81290 24.89

35.22864 -82.81324 23.11

35.22991 -82.81392 28.44

J. NAZARIO RUIZ

P. ELDRIDGE

P. ELDRIDGE

05/27/2026

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NFSR-225 - CULVERT REPLACEMENT WORKLIST

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LATITUDE

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LONGITUDE

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EXISTING FEATURE SIZE

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REMARKS

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PROPOSED CULVERT SIZE

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

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

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

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

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INLET CONSIDERATIONSNO. SKEW: YES. 15. GRADE: 8% MIN.

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INLET CONSIDERATIONSNO. SKEW: YES. 30. GRADE: 8% MIN.

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

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INLET CONSIDERATIONSNO. SKEW: YES. 30.. GRADE: 8% MIN.

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INLET CONSIDERATIONSNO. SKEW: YES. 30. GRADE: 8% MIN.

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

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

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AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN. ROAD NARROWED TO 10 FEET WIDE, BEDROCK LIKELY TO BE ENCOUNTERED

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AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 45. GRADE: 8% MIN. INSTALL SEDIMENT TRAP TALL SEDIMENT TRAP AT OUTLET.

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CULVERT LENGTH SUBTOTAL (FEET)

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NFSR-258 - CULVERT REPLACEMENT WORKLIST

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

EXISTING FEATURE SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

PROPOSED CULVERT SIZE

AutoCAD SHX Text 18"x34'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: 8% MIN. INSTALL DEEPER IN FLOW LINE OF LOWER DITCH.

AutoCAD SHX Text 18"x31'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: 8% MIN. INSTALL DEEPER IN FLOW LINE OF LOWER DITCH

AutoCAD SHX Text

CULVERT LENGTH SUBTOTAL

AutoCAD SHX Text

NFSR-454 - CULVERT REPLACEMENT WORKLIST

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

EXISTING FEATURE SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

PROPOSED CULVERT SIZE

AutoCAD SHX Text 35.2806

AutoCAD SHX Text -82.7210

AutoCAD SHX Text 18"x 37'

AutoCAD SHX Text

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

AutoCAD SHX Text

CULVERT LENGTH SUBTOTAL (FEET)

AutoCAD SHX Text

NFSR-471 - 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

PROPOSED CULVERT SIZE

AutoCAD SHX Text 18" x22'x22'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x26'

AutoCAD SHX Text 18"x28'

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

AutoCAD SHX Text 24"x34'

AutoCAD SHX Text 18"x26'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. .RE-SHAPE CATCH BASIN (CB) AT OUTLET.

AutoCAD SHX Text 24"x28'

AutoCAD SHX Text 18" x 20'x 20'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x32'

AutoCAD SHX Text 18"x21'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 40. GRADE: TOE OF SLOPE.

AutoCAD SHX Text 24"x30'

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE. FAILING AT OUTLET.

AutoCAD SHX Text 24"x30'

AutoCAD SHX Text 18"x 22'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x26

AutoCAD SHX Text 18" x 27'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x32'

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: 8% MIN. DRAINS FROM BOTH DIRECTIONS.

AutoCAD SHX Text 24"x24'

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE. MISSED IN ORIGINAL INSPECTION. KEEP SAME LOCATION AND SKEW.

AutoCAD SHX Text 24"x30'

AutoCAD SHX Text 18"x20'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x28'

AutoCAD SHX Text 18"x23'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. LIKELY TO ENCOUNTER ROCK DURING EXCAVATION. STEEP FILL BANK MAY BE DIFFICULT FOR RIPRAP PLACEMENT.

AutoCAD SHX Text 24"x32'

AutoCAD SHX Text 18"x30'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x36'

AutoCAD SHX Text 18"x50'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x40'

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. MOVE CULVERT DOWNHILL 50 FEET. ALIGN TO CATCH FLOW FROM UPSTREAM CULVERT. FLOW DISCHARGES INTO CREEK.

AutoCAD SHX Text 24"x40'

AutoCAD SHX Text 18"x23'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. KEEP OUTLET POSITIONING. NOTE CULVERT DOWNSTREAM. MOVE INLET 10' UP THE ROAD.

AutoCAD SHX Text 24"x26'

AutoCAD SHX Text 18"x21'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x30'

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. RE-SHAPE SEDIMET TRAP AT OUTLET.

AutoCAD SHX Text 24"x24'

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x28'

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 15. GRADE: TOE OF SLOPE. DRAINS FORM BOTH DIRECTIONS. OUTLET NOT FOUND BUT NEAR CREEK, REQUIRES EROSION CONTROL.

AutoCAD SHX Text 24"x26'

AutoCAD SHX Text 18"x21'

AutoCAD SHX Text

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

24"x32'

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

8/2 5/2

6 1 4:

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(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

WORK LIST

9 25

7.9.26----

8.24.26----

C-04

EXCAVATION

(CUBIC YARDS)

35.23051 -82.81454 24.89

35.23134 -82.81681 23.11

35.23205 -82.81832 26.67

35.23264 -82.81909 26.67

35.23403 -82.82013 23.11

35.23460 -82.82058 26.67

35.23495 -82.82095 28.44

35.23628 -82.82103 26.67

35.24930 -82.82248 28.44

35.24897 -82.82273 32.00

35.24864 -82.82299 24.89

35.23655 -82.82304 26.67

35.23788 -82.82320 32.00

35.23755 -82.82325 30.22

35.23967 -82.82415 30.22

35.24660 -82.82432 26.67

35.24612 -82.82468 21.33

35.25159 -82.82588 26.67

35.25416 -82.82809 24.89

EXCAVATION

(CUBIC YARDS)

35.25462 -82.82964 24"x28' 24.89

35.25490 -82.83042 24"x24' 21.33

35.25917 -82.83773 24"x28' 24.89

35.26045 -82.83803 24"x32' 28.44

35.26137 -82.83889 24"x32' 28.44

35.26141 -82.83985 24"x28' 24.89

35.26237 -82.84104 24"x30' 26.67

35.26271 -82.84205 24"x30' 26.67

35.26297 -82.84315 24"x32' 28.44

EXCAVATION

(CUBIC YARDS)

35.29196 -82.77067 58.67

35.28240 -82.82273 28.44

35.28283 -82.82405 35.56

35.28330 -82.82502 32.00

35.28394 -82.82651 31.11

J. NAZARIO RUIZ

P. ELDRIDGE

P. ELDRIDGE

05/27/2026

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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-471 - 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

PROPOSED CULVERT SIZE

AutoCAD SHX Text 18"x25'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE. DITCH DRAINS FROM BOTH DIRECTIONS.

AutoCAD SHX Text 24"x28'

AutoCAD SHX Text 18"x21'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. FLOW DISCHARGES INTO CREEK.

AutoCAD SHX Text 24"x26'

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE.EROSION CONTROL REQUIRED AT OUTLET. SEEP ON BANK WITH ACTIVE FLOWING WATER. FLOWS DIRECTLY INTO CREEK

AutoCAD SHX Text 24"x30'

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE. DRAINS FROM BOTH SIDES. SEEP ON BANK.

AutoCAD SHX Text 24"x30'

AutoCAD SHX Text 18"x21'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. OUTLET NOT FOUND.

AutoCAD SHX Text 24"x26'

AutoCAD SHX Text 18"x25'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x30'

AutoCAD SHX Text 18"x25'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x32'

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. SEEPS UP ROAD FROM CULVERT RUNNING INTO DITCH AND FLOWING INTO CULVERT.

AutoCAD SHX Text 24"x30'

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x32'

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text

INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. OUTLET NOT FOUND.

AutoCAD SHX Text 24"x36'

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. DRAINING FROM BOTH DIRECTIONS. ADD RIP-RAP AND WATTLES AT OUTLET.

AutoCAD SHX Text 24"x28'

AutoCAD SHX Text 18"x20'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x30'

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE OUTLET NOT FOUND. CATCHING A DRY DRAINAGE

AutoCAD SHX Text 24"x36'

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. RESHAPE DITCH AT INLET.

AutoCAD SHX Text 24"x34'

AutoCAD SHX Text 18"x21'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x34'

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x30'

AutoCAD SHX Text 18"x20'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE DITCH DRAINS FROM BOTH DIRECTIONS. OUTLET NOT LOCATED.

AutoCAD SHX Text 24"x24'

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x30'

AutoCAD SHX Text 18"x19'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. REQUIRES EROSION CONTROL RIP-RAP AND WATTLE AT OUTLET PRIOR TO DISCHARGE INTO CREEK.

AutoCAD SHX Text 24"x28'

AutoCAD SHX Text

NFSR-471 - 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

PROPOSED CULVERT SIZE

AutoCAD SHX Text 18"x21'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. EROSION CONTROL RIP-RAP AND WATTLE REQUIRED AT OUTLET TO CREEK.

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. RESHAPE DITCH TO DRAIN FROM BOTH DIRECTIONS. ADD RIP-RAP AT OUTLET BEFORE RUNNING INTO CREEK.

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text

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

AutoCAD SHX Text 18"x23'

AutoCAD SHX Text INLET CONSIDERATIONS: NO.SKEW: YES. 30. GRADE: TOE OF SLOPE. MOVE CULVERT 22 FEET UP ROAD. RESHAPE DITCH, ACCOUNT FOR FLAT SECTION OF ROAD.

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. MOVE CULVERT UP ROAD 40 FEET.

AutoCAD SHX Text 18" x26'x26'

AutoCAD SHX Text

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

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text

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

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text

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

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text

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

AutoCAD SHX Text

CULVERT LENGTH SUBTOTAL (FEET)

AutoCAD SHX Text

NFSR-475 - 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

PROPOSED CULVERT SIZE

AutoCAD SHX Text 18" x66'x66'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: YES. 15. GRADE: 8% MIN. OUTLET DISCHARGES DIRECTLY INTO DAVIDSON RIVER.

AutoCAD SHX Text 24"x66'

AutoCAD SHX Text 18"x26'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: 8% MIN. RESHAPE DITCH AT INLET AND DRAIN MARSHY AREA.

AutoCAD SHX Text 24"x32'

AutoCAD SHX Text 18"x30'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE. OUTLET DISCHARGE TO CREEK.

AutoCAD SHX Text 24"x40'

AutoCAD SHX Text 18"x30'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: YES. 30. GRADE: TOE OF SLOPE. RESHAPE DITCH AT INLET. OUTLET DISCHARGES INTO CREEK.

AutoCAD SHX Text 24"x36'

AutoCAD SHX Text 18"x30'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE.OUTLET DISCARGES AT CREEK.

24"x35'

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

8/2 5/2

6 1 4:

P

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(R08)

SOUTHERN REGION

PISGAH DITCH

CULVERT

REPLACEMENTS

AND ROAD

REHABILITATION

PISGAH NATIONAL

FOREST

PISGAH RANGER DISTRICT

WORK LIST

10 25

7.9.26----

8.24.26----

C-05

EXCAVATION

(CUBIC YARDS)

35.27967 -82.83686 24"x40' 35.56

35.27680 -82.84103 24"x38' 33.78

35.27729 -82.84148 24"x40' 35.56

35.27244 -82.84225 24"x34' 30.22

35.27847 -82.84272 24"x38' 33.78

35.27190 -82.84284 24"x32' 28.44

35.27022 -82.84426 24"x40' 35.56

35.26987 -82.84482 24"x42' 37.33

35.26894 -82.84520 24"x44' 39.11

35.26834 -82.84535 24"x38' 33.78

35.26803 -82.84597 24"x40' 35.56

35.26289 -82.84881 24"x40' 35.56

35.26336 -82.84898 24"x34' 30.22

35.26386 -82.84903 24"x32' 28.44

35.26176 -82.84911 24"x38' 33.78

EXCAVATION

(CUBIC YARDS)

35.30451 -82.80156 28.44

35.33409 -82.79796 30.22

35.29476 -82.80051 24.89

35.30270 -82.80212 28.44

35.33855 -82.79281 30.22

EXCAVATION

(CUBIC YARDS)

35.29328 -82.79896 28.44

35.31817 -82.80353 32.00

35.31139 -82.79892 32.00

35.32577 -82.80198 35.56

35.28823 -82.80098 28.44

35.33208 -82.79772 28.44

35.32471 -82.80176 30.22

35.33653 -82.79538 26.67

35.33293 -82.79787 32.00

35.30771 -82.80209 32.00

35.33688 -82.79485 33.78

35.32529 -82.80101 28.44

35.30501 -82.80181 33.78

35.29922 -82.80297 30.22

35.29207 -82.79986 30.22

35.33027 -82.79788 28.44

35.32869 -82.79913 30.22

35.31760 -82.80198 26.67

35.30567 -82.80131 35.56

35.32741 -82.79980 30.22

35.31535 -82.80499 28.44

35.29321 -82.79945 24.89

35.32383 -82.80162 32.00

35.30148 -82.80349 32.00

35.31278 -82.79951 26.67

35.31951 -82.80153 35.56

J. NAZARIO RUIZ

P. ELDRIDGE

P. ELDRIDGE

05/27/2026

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AutoCAD SHX Text

NFSR-475 - CULVERT REPLACEMENT WORKLIST (2 OF 2)

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

EXISTING FEATURE SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

PROPOSED CULVERT SIZE

AutoCAD SHX Text 18" x30'x30'

AutoCAD SHX Text

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

AutoCAD SHX Text 18" x26'x26'

AutoCAD SHX Text

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

AutoCAD SHX Text 18"x30'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. REQUIRES EROSION CONTROL AT OUTLET.

AutoCAD SHX Text 18"x30'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE. RESHAPE DITCH AND CATCH BASIN AT OUTLET.

AutoCAD SHX Text 18" x30'x30'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: NO. GRADE: TOE OF SLOPE. RESHAPE DITCH AND CB AT INLET.

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. MOVE CULVERT 33' UP ROAD FOR ADEQUATE COVER.

AutoCAD SHX Text 18" x28'x28'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: YES. 30. GRADE: TOE OF SLOPE. REQUIRES EROSION CONTROL.

AutoCAD SHX Text 18"x26'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: YES. 15. GRADE: TOE OF SLOPE. REQUIRES EROSION CONTROL AT OURLET.

AutoCAD SHX Text 18" x30'x30'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: YES. 30. GRADE: TOE OF SLOPE. REQUIRES EROSION CONTROL.

AutoCAD SHX Text 18" x28'x28'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: YES 30. GRADE: TOE OF SLOPE. EROSION CONTROL REQUIRED AT INLET.

AutoCAD SHX Text 18" x34'x34'

AutoCAD SHX Text INLET CONSIDERATIONS: YES. DI. SKEW: 30. GRADE: TOE OF SLOPE. REQUIRES SEDIMENT CONTROL.

AutoCAD SHX Text 18"x30'

AutoCAD SHX Text

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

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text

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

AutoCAD SHX Text 18"x32'

AutoCAD SHX Text

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

AutoCAD SHX Text 18"x34'

AutoCAD SHX Text

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

AutoCAD SHX Text

CULVERT LENGTH SUBTOTAL (FEET)

AutoCAD SHX Text

NFSR-475B - CULVERT REPLACEMENT WORKLIST (1 OF 4)

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

EXISTING FEATURE SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

PROPOSED CULVERT SIZE

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x32'

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x34'

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN. OUTLET NOT FOUND. SCHEDULED TO BE REPLACED 2025.

AutoCAD SHX Text 24"x28'

AutoCAD SHX Text 18"x26'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x32'

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x34'

AutoCAD SHX Text

NFSR-475B - CULVERT REPLACEMENT WORKLIST (2 OF 4)

AutoCAD SHX Text

LATITUDE

AutoCAD SHX Text

LONGITUDE

AutoCAD SHX Text

EXISTING FEATURE SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

PROPOSED CULVERT SIZE

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x32'

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x36'

AutoCAD SHX Text 18"x30'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x36'

AutoCAD SHX Text 18"x26'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x40'

AutoCAD SHX Text 18"x20'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x32'

AutoCAD SHX Text 18"x32'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: 8% MIN. FLANGE. DIG DEEPER/RAISE ROAD. EROSION CONTROL REQUIRED AT INLET. REMOVE AND REPLACE WITH STRAIGHT CULVERT NOTE CULVERT IS IN LEFT DITCH UNDER INTERSECTION.

AutoCAD SHX Text 24"x32'

AutoCAD SHX Text 18"x32'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x34'

AutoCAD SHX Text 18"x26'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x30'

AutoCAD SHX Text 18"x26'

AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. OUTLET DISCHARGES NEAR STREAM, REQUIRES EROSION CONTROL.

AutoCAD SHX Text 24"x36'

AutoCAD SHX Text 18"x26'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x36'

AutoCAD SHX Text 18"x28'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x38'

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x32'

AutoCAD SHX Text 18"x24'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x38'

AutoCAD SHX Text 18"x22'

AutoCAD SHX Text

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

AutoCAD SHX Text 24"x34'

AutoCAD SHX…

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