Attachment 4 Plans SouthCulvRep.pdf
PDF 8 MB Posted
- Attached to
- Pisgah South Culvert Rehab
- Solicitation number
- 12445226Q0046
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a design and construction document set for the FY26 Pisgah South Ranger District Ditch Culvert Replacements and Road Rehabilitation project within the Pisgah National Forest in North Carolina. The project encompasses ditch relief culvert replacements and road rehabilitation work across multiple forest service roads within the Pisgah Ranger District South, covering approximately 41.66 miles across roads FS-225, FS-229, FS-257, FS-258, FS-298, FS-454, FS-471, FS-475, FS-475B, FS-816, FS-1206, and FS-5046.
The scope of work includes mobilization, silt fence and wattle installation, roadside brushing and mowing (41.66 miles), roadway excavation and embankment (6,591 cubic yards), placed riprap (1,070 tons), aggregate surface course placement (6,420 tons), roadway rehabilitation with two cycles per road (74.94 miles), asphalt concrete patching (66 cubic yards), replacement of 7,414 linear feet of 24-inch aluminized corrugated steel pipe (CMP) culverts with associated headwall construction (17 structures) and drop inlet construction (17 structures), turf establishment (21.40 acres), temporary traffic control, and drainage culvert asset documentation. The project requires compliance with FP-24 Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, Forest Service supplemental specifications, and special project specifications. Key construction requirements include field verification of culvert locations prior to ordering, dewatering where roads cross flowing water, erosion and sediment control measures, seeding of disturbed areas within specified seasonal windows using designated seed mixtures, and compliance with Clean Water Act Section 404 permit requirements and state water quality certification standards. The contractor bears responsibility for equipment storage, traffic control, removal of existing culverts from National Forest lands, protection of survey stakes and monuments, and removal of all construction stakes and flagging upon project completion.
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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
7/9 /26
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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 5/27/2026
2 GENERAL NOTES 5/27/2026
3/4/5 PROJECT MAP 5/27/2026
6/7 SUMMARY OF QUANTITIES / ACTIVITIES 5/27/2026
8-12 WORK LIST 5/27/2026
13 TYPICAL SECTIONS 5/27/2026
14 BRUSHING AND DISPOSAL DETAIL 5/27/2026
15 CLAY PLUG DETAIL 5/27/2026
16 CMP CULVERT DETAIL 5/27/2026
17 CMP DITCHING DETAIL 5/27/2026
18 DROP INLET DETAIL 5/27/2026
19 HEADWALL DETAIL 5/27/2026
20 CMP ARMOR DETAIL 5/27/2026
21 CMP ALIGNMENT DETAIL 5/27/2026
22 CMP BAND DETAIL 5/27/2026
23 ROLLING DIP DETAIL 5/27/2026
24 TRAFFIC CONTROL DETAIL 5/27/2026
25 EROSION CONTROL DETAIL 5/27/2026
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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SPRUCE PINE
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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
7/9 /26
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(R08)
SOUTHERN REGION
PISGAH DITCH
CULVERT
REPLACEMENTS
AND ROAD
REHABILITATION
PISGAH NATIONAL
FOREST
PISGAH RANGER DISTRICT
GENERAL NOTES
2 25
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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NFSR
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NFSR
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
7/9 /26
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(R08)
SOUTHERN REGION
PISGAH DITCH
CULVERT
REPLACEMENTS
AND ROAD
REHABILITATION
PISGAH NATIONAL
FOREST
PISGAH RANGER DISTRICT
VICINITY MAP
3 25
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
7/9 /26
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SOUTHERN REGION
PISGAH DITCH
CULVERT
REPLACEMENTS
AND ROAD
REHABILITATION
PISGAH NATIONAL
FOREST
PISGAH RANGER DISTRICT
VICINITY MAP
4 25
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
7/9 /26
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(R08)
SOUTHERN REGION
PISGAH DITCH
CULVERT
REPLACEMENTS
AND ROAD
REHABILITATION
PISGAH NATIONAL
FOREST
PISGAH RANGER DISTRICT
VICINITY MAP
5 25
V-03 Feet
0 4000 8000
MATCH LINE - SEE SHEET V-02 (B)
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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
7/9 /26
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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
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
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
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
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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
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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1 - SINGLE LANE
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DAVIDSON RIVER
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AGG - CRUSHED AGGREGATE OR GRAVEL
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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
AutoCAD SHX Text -82.7900
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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
AutoCAD SHX Text -82.8692
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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1 - SINGLE LANE
AutoCAD SHX Text 35.4072
AutoCAD SHX Text -82.6465
AutoCAD SHX Text 35.4060
AutoCAD SHX Text -82.6412
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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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1 - SINGLE LANE
AutoCAD SHX Text 35.3578
AutoCAD SHX Text -82.7787
AutoCAD SHX Text 35.4072
AutoCAD SHX Text -82.6465
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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
7/9 /26
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SOUTHERN REGION
PISGAH DITCH
CULVERT
REPLACEMENTS
AND ROAD
REHABILITATION
PISGAH NATIONAL
FOREST
PISGAH RANGER DISTRICT
WORK LIST
8 25
C-03
35.30985 -82.82025 24 32
35.30411 -82.82290 24 26
35.31097 -82.80862 24 34
35.30336 -82.82569 24 26
35.31041 -82.80980 24 32
35.30838 -82.82201 24 30
35.31083 -82.81906 24 32
35.30460 -82.82314 24 30
35.31393 -82.80259 24 26
35.30333 -82.82273 24 30
35.30978 -82.82172 24 36
35.31111 -82.81667 24 26
35.30369 -82.82426 24 34
35.30334 -82.82493 24 26
35.31181 -82.80624 24 34
35.30365 -82.82241 24 30
35.31082 -82.81315 24 30
35.31088 -82.80916 24 30
35.37354 -82.93906 24 36
35.37455 -82.94090 24 40
24 38
35.21285 -82.78342
35.21326 -82.78409
35.21364 -82.78475
35.21349 -82.78730
35.21505 -82.79042
35.21618 -82.79121
35.21660 -82.79336
35.21660 -82.79372
35.21787 -82.79573
35.22009 -82.79830
35.22250 -82.79906
35.22189 -82.79913
35.22271 -82.79976
35.22279 -82.80026
35.22292 -82.80142
35.22301 -82.80150
35.22490 -82.80165
35.22746 -82.80641
35.22834 -82.81290
35.22864 -82.81324
35.22991 -82.81392
J. NAZARIO RUIZ
P. ELDRIDGE
P. ELDRIDGE
05/27/2026
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LATITUDE
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LONGITUDE
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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 CONSIDERATIONSNO. SKEW: NO. GRADE: 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: YES. 30. GRADE: TOE OF SLOPE.
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INLET CONSIDERATIONSNO. SKEW: YES. 30.. GRADE: 8% MIN.
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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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NFSR-258 - CULVERT REPLACEMENT WORKLIST
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NFSR-454 - CULVERT REPLACEMENT WORKLIST
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CULVERT LENGTH (FEET)
AutoCAD SHX Text 35.2806
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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
AutoCAD SHX Text
AutoCAD SHX Text 18" x 20'x 20'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x21'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 40. GRADE: TOE OF SLOPE.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x24'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE. FAILING AT OUTLET.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x 22'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18" x 27'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x24'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: 8% MIN. DRAINS FROM BOTH DIRECTIONS.
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x20'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE.
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x30'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x50'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE.
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x21'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE.
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x24'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x21'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE.
AutoCAD SHX Text
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
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(R08)
SOUTHERN REGION
PISGAH DITCH
CULVERT
REPLACEMENTS
AND ROAD
REHABILITATION
PISGAH NATIONAL
FOREST
PISGAH RANGER DISTRICT
WORK LIST
9 25
C-04
35.23051 -82.81454
35.23134 -82.81681
35.23205 -82.81832
35.23264 -82.81909
35.23403 -82.82013
35.23460 -82.82058
35.23495 -82.82095
35.23628 -82.82103
35.24930 -82.82248
35.24897 -82.82273
35.24864 -82.82299
35.23655 -82.82304
35.23788 -82.82320
35.23755 -82.82325
35.23967 -82.82415
35.24660 -82.82432
35.24612 -82.82468
35.25159 -82.82588
35.25416 -82.82809
35.25462 -82.82964 24 28
35.25490 -82.83042 24 24
35.25917 -82.83773 24 28
35.26045 -82.83803 24 32
35.26137 -82.83889 24 32
35.26141 -82.83985 24 28
35.26237 -82.84104 24 30
35.26271 -82.84205 24 30
35.26297 -82.84315 24 32
35.29196 -82.77067
35.28240 -82.82273
35.28283 -82.82405
35.28330 -82.82502
35.28394 -82.82651
J. NAZARIO RUIZ
P. ELDRIDGE
P. ELDRIDGE
05/27/2026
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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
CULVERT DIAMETER (INCHES)
AutoCAD SHX Text
CULVERT LENGTH (FEET)
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
AutoCAD SHX Text
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
AutoCAD SHX Text
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
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x21'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. OUTLET NOT FOUND.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x25'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x25'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE.
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x22'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x28'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE. OUTLET NOT FOUND.
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x20'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE.
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x21'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x24'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x22'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: TOE OF SLOPE
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
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
CULVERT DIAMETER (INCHES)
AutoCAD SHX Text
CULVERT LENGTH (FEET)
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
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
CULVERT DIAMETER (INCHES)
AutoCAD SHX Text
CULVERT LENGTH (FEET)
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
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x30'
AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE. OUTLET DISCHARGE TO CREEK.
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x30'
AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE.OUTLET DISCARGES AT CREEK.
AutoCAD SHX Text
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
:4
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.D W
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(R08)
SOUTHERN REGION
PISGAH DITCH
CULVERT
REPLACEMENTS
AND ROAD
REHABILITATION
PISGAH NATIONAL
FOREST
PISGAH RANGER DISTRICT
WORK LIST
10 25
C-05
35.27967 -82.83686 24 40
35.27680 -82.84103 24 38
35.27729 -82.84148 24 40
35.27244 -82.84225 24 34
35.27847 -82.84272 24 38
35.27190 -82.84284 24 32
35.27022 -82.84426 24 40
35.26987 -82.84482 24 42
35.26894 -82.84520 24 44
35.26834 -82.84535 24 38
35.26803 -82.84597 24 40
35.26289 -82.84881 24 40
35.26336 -82.84898 24 34
35.26386 -82.84903 24 32
35.26176 -82.84911 24 38
35.30451 -82.80156
35.33409 -82.79796
35.29476 -82.80051
35.30270 -82.80212
35.33855 -82.79281
35.29328 -82.79896
35.31817 -82.80353
35.31139 -82.79892
35.32577 -82.80198
35.28823 -82.80098
35.33208 -82.79772
35.32471 -82.80176
35.33653 -82.79538
35.33293 -82.79787
35.30771 -82.80209
35.33688 -82.79485
35.32529 -82.80101
35.30501 -82.80181
35.29922 -82.80297
35.29207 -82.79986
35.33027 -82.79788
35.32869 -82.79913
35.31760 -82.80198
35.30567 -82.80131
35.32741 -82.79980
35.31535 -82.80499
35.29321 -82.79945
35.32383 -82.80162
35.30148 -82.80349
35.31278 -82.79951
35.31951 -82.80153
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
CULVERT DIAMETER (INCHES)
AutoCAD SHX Text
CULVERT LENGTH (FEET)
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
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
CULVERT DIAMETER (INCHES)
AutoCAD SHX Text
CULVERT LENGTH (FEET)
AutoCAD SHX Text 18"x24'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x24'
AutoCAD SHX Text
INLET CONSIDERATIONS: YES. HW. SKEW: 30. GRADE: 8% MIN.
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x26'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 45. GRADE: 8% MIN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x28'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 45. GRADE: TOE OF SLOPE
AutoCAD SHX Text
AutoCAD SHX Text
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
CULVERT DIAMETER (INCHES)
AutoCAD SHX Text
CULVERT LENGTH (FEET)
AutoCAD SHX Text 18"x24'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x22'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x30'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x26'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x20'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x32'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN. REQUIRES EROSION CONTROL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x26'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES: 30. GRADE: 8% MIN. DIG DEEPER.
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text 18"x26'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO SKEW: YES. 30. SLOPE: 8% MIN.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x28'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x24'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x24'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x22'
AutoCAD SHX Text
INLET CONSIDERATIONS: NO. SKEW: YES. 45. SLOPE: 8% MIN.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x24'
AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: NO. GRADE: TOE OF SLOPE. SCHEDULED TO BE REPLACED 2025.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x24'
AutoCAD SHX Text INLET CONSIDERATIONS: NO. SKEW: YES. 30. GRADE: 8% MIN. SCHEDULED TO BE REPLACED.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 18"x24'
AutoCAD SHX Text
INLET…
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