Attachment 2 - 70 86 CMPs_Plans_FINAL_07152021.pdf

PDF 4 MB Posted Jul 29, 2021

Attached to: Cowee Bald & Connelly Creek Culvert Replacements Federal contract opportunity
Solicitation number: 12445221R0049
Issued by: Department of Agriculture Forest Service

View the file

Other files for this federal contract opportunity

Other files attached to Cowee Bald & Connelly Creek Culvert Replacements, newest first.
File	Type	Posted
Sol_12445221R0049_Amd_0001.pdf	PDF	Aug 12, 2021
Request for Quote_12445221R0049.pdf	PDF	Jul 29, 2021
Attachment 1 -FS Supplemental Specs_05072021.pdf	PDF	Jul 29, 2021
Attachment 4 -Wage Determinations.pdf	PDF	Jul 29, 2021
Attachment 3 -Cowee Connelly CMPs_SOI_05072021.pdf	PDF	Jul 29, 2021

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

Region 8 - Southern Region

COWEE BALD & CONNELLY CREEK CULVERT REPLACEMENTS

FROM THE NANTAHALA RANGER DISTRICT OFFICE, TURN LEFT ONTO SLOAN STREET AND TRAVEL FOR 0.3 MILES.

TURN LEFT ON US-64 E TOWARD FRANKLIN AND TRAVEL FOR 2.9 MILES.

CONTINUE ONTO US-23N/US-441 N FOR 4.0 MILES.

TURN LEFT ONTO SANDERSTOWN ROAD (NC-1234) AND TRAVEL FOR 3.2 MILES.

TURN RIGHT ONTO NC-28 N FOR 2.0 MILES.

TURN RIGHT ONTO COWEE CREEK ROAD (STATE RD 1340) FOR 1.4 MILES.

TURN LEFT ONTO LEATHERMAN GAP ROAD (STATE ROAD ) FOR 2.9 MILES.

CONTINUE ONTO HUCKLEBERRY CREEK ROAD FOR 2.6 MILES. HUCKLEBERRY CREEK ROAD BECOMES FOREST

SERVICE ROAD NO. 70 (COWEE BALD ROAD).

ADD LATITUDE AND LONGITUDE HERE.

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER

DATE

7/1 5/2

1 1 0:

C :\U

C W

1.D

W G;

NORTH CAROLINA

MACON & SWAIN COUNTIES

NANTAHALA NATIONAL FOREST

NANTAHALA RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVERSHEET 7/9/2021

2 SUMMARY OF QUANTITIES & PAY NOTES 5/6/2021

3 GENERAL NOTES 5/6/2021

4 COWEE BALD ROAD - SITE MAP 5/7/2021

5 CONNELLY CREEK ROAD - SITE MAP 5/7/2021

6 BASE BID CULVERT SCHEDULE - COWEE BALD ROAD 5/6/2021

7 BASE BID CULVERT SCHEDULE - CONNELLY CREEK ROAD 5/6/2021

8 BID OPTION # 1 CULVERT SCHEDULE 5/6/2021

9 BID OPTION # 2 & BID OPTION # 3 CULVERT SCHEDULE 5/6/2021

10 CULVERT INSTALLATION TYPICALS 5/7/2021

11 CULVERT DITCH TYPICALS 5/7/2021

12 CULVERT BAND TYPICALS 5/7/2021

13 CULVERT INLET & OUTLET PROTECTION TYPICALS 5/7/2021

14 ROADWAY TYPICALS 5/7/2021

15 TEMPORARY TRAFFIC CONTROL & SIGN SCHEDULE 5/7/2021

16 EROSION CONTROL TYPICALS 5/7/2021

FOREST SUPERVISOR

PISGAH NATIONAL FOREST

NANTAHALA NATIONAL FOREST

FOREST LOCATION

VICINITY MAP

/s/ BARRY JONES

/s/ TROY WASKEY

/s/ JAMES MELONAS

6/28/2021

7/6/2021

7/9/2021

AutoCAD SHX Text COWEE BALD ROAD - FS No. 70

AutoCAD SHX Text CONNELLY CREEK ROAD - FS No. 86

AutoCAD SHX Text

ASHEVILLE

AutoCAD SHX Text

CHARLOTTE

AutoCAD SHX Text

MURPHY

AutoCAD SHX Text

WAYNESVILLE

AutoCAD SHX Text

CHEROKEE

AutoCAD SHX Text

ANDREWS

AutoCAD SHX Text

MT AIRY

AutoCAD SHX Text

HENDERSONVILLE

AutoCAD SHX Text

SYLVA

AutoCAD SHX Text

FRANKLIN

AutoCAD SHX Text

STATESVILLE

AutoCAD SHX Text

HICKORY

AutoCAD SHX Text

MORGANTON

AutoCAD SHX Text

ROBBINSVILLE

AutoCAD SHX Text

BRYSON CITY

AutoCAD SHX Text

HIGHLANDS

AutoCAD SHX Text

CASHIERS

AutoCAD SHX Text

WESTERN NORTH CAROLINA

AutoCAD SHX Text

APPROX. SCALE IN MILES

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

BOONE

AutoCAD SHX Text

BLOWING ROCK

AutoCAD SHX Text

GASTONIA

AutoCAD SHX Text

WILKESBORO

AutoCAD SHX Text

MARS HILL

AutoCAD SHX Text

HOT SPRINGS

AutoCAD SHX Text

WINSTON-SALEM

AutoCAD SHX Text

RUTHERFORDTON

AutoCAD SHX Text

MARION

AutoCAD SHX Text

BURNSVILLE

AutoCAD SHX Text

SPRUCE PINE

AutoCAD SHX Text

BREVARD

DRAWN

DESIGNER

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

7/1 5/2

1 1 0:

L C

:\U

_F S

1.D W

(R08)

SOUTHERN REGION

COWEE BALD ROAD

CONNELLY CREEK RD

CULVERT

REPLACEMENTS

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

SUMMARY OF QUANTITIES

GENERAL PAY NOTES

05/06/2021

B.Bell/J.Rowland

B.Bell

G.Weese

G-01 02 16

AutoCAD SHX Text GENERAL NOTES: PAY ITEMS 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY STAKES AND MONUMENTS, QUALITY CONTROL, AND CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY STAKES AND MONUMENTS, QUALITY CONTROL, AND SAMPLING AND TESTING, NO SEPARATE PAYMENT WILL BE MADE. 2. CLEARING REQUIRED FOR CONSTRUCTION, RECONSTRUCTION, MAINTENANCE, INSTALLATION OF OUTLET DITCHES, CLEARING REQUIRED FOR CONSTRUCTION, RECONSTRUCTION, MAINTENANCE, INSTALLATION OF OUTLET DITCHES, CULVERT INSTALLATIONS AND RIPRAP PLACEMENT IS INCIDENTAL TO THAT WORK REQUIREMENT AND NO SEPARATE PAYMENT WILL BE MADE. 157 SOIL EROSION AND POLLUTION CONTROL: INSTALLATION AND MAINTENANCE OF ALL EROSION AND POLLUTION CONTROL SOIL EROSION AND POLLUTION CONTROL: INSTALLATION AND MAINTENANCE OF ALL 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. 203 REMOVAL OF CLOSURE GATE: DISPOSAL OF GATE OFF NATIONAL FOREST LANDS IN A LEGAL MANNER. REMOVAL OF CLOSURE GATE: DISPOSAL OF GATE OFF NATIONAL FOREST LANDS IN A LEGAL MANNER. DISPOSAL OF GATE OFF NATIONAL FOREST LANDS IN A LEGAL MANNER. 204 UNSUITABLE EXCAVATION: WASTE MATERIAL PRODUCED IN THE CONSTRUCTION OF THIS PROJECT SHALL BE HAULED UNSUITABLE EXCAVATION: WASTE MATERIAL PRODUCED IN THE CONSTRUCTION OF THIS PROJECT SHALL BE HAULED 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. 251 KEYED RIPRAP: EXCAVATION REQUIRED IN THE INSTALLATION OF KEYED RIPRAP IS INCLUDED IN THIS PAY ITEM. KEYED RIPRAP: EXCAVATION REQUIRED IN THE INSTALLATION OF KEYED RIPRAP IS INCLUDED IN THIS PAY ITEM. EXCAVATION REQUIRED IN THE INSTALLATION OF KEYED RIPRAP IS INCLUDED IN THIS PAY ITEM. 301 AGGREGATE SURFACE COURSE: THIS ITEM INCLUDES ALL ABC STONE USED IN PROJECT, INCLUDING SURFACING, PIPE AGGREGATE SURFACE COURSE: THIS ITEM INCLUDES ALL ABC STONE USED IN PROJECT, INCLUDING SURFACING, PIPE THIS ITEM INCLUDES ALL ABC STONE USED IN PROJECT, INCLUDING SURFACING, PIPE BEDDING, SHOULDERS, TURNOUTS, TURNAROUNDS, & CURVE WIDENING. 303 ROAD RECONDITIONING: WORK INCLUDED IS INCIDENTAL TO RECONDITIONING AND NO SEPARATE PAYMENT WILL BE ROAD RECONDITIONING: WORK INCLUDED IS INCIDENTAL TO RECONDITIONING AND NO SEPARATE PAYMENT WILL BE WORK INCLUDED IS INCIDENTAL TO RECONDITIONING AND NO SEPARATE PAYMENT WILL BE MADE. THIS ITEM INCLUDES CLEANING AND RECONDITIONING 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 LISTED OR NOT LISTED IN THE DESCRIPTION OF WORK SHALL BE CLEANED INSIDE AT LEAST 5' FROM 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. RECONDITIONING OF ROAD OR DITCH LINES SHALL NOT UNDERCUT BACKSLOPE. WHERE UNDERCUTTING IS DONE THE BACKSLOPE (CUT-SLOPE) SHALL BE RESHAPED AND SEEDED. 602 CULVERT INSTALLATION: CLEARING AND SLOPE ROUNDING REQUIRED FOR CULVERT INSTALLATION IS INCIDENTAL TO CULVERT INSTALLATION: CLEARING AND SLOPE ROUNDING REQUIRED FOR CULVERT INSTALLATION IS INCIDENTAL TO 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 157 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.

AutoCAD SHX Text

BASE BID PAY ITEMS

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

F.S. 70 QUANTITY

AutoCAD SHX Text

F.S. 86 QUANTITY

AutoCAD SHX Text

SEGMENT 1 QUANTITY

AutoCAD SHX Text

SEGMENT 2 QUANTITY

AutoCAD SHX Text

PROJECT TOTAL

AutoCAD SHX Text 151 01

AutoCAD SHX Text

AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text 156 01

AutoCAD SHX Text

AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text 157 01

AutoCAD SHX Text

AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text 203 01

AutoCAD SHX Text Each

AutoCAD SHX Text

AutoCAD SHX Text 251 01

AutoCAD SHX Text Ton

AutoCAD SHX Text

AutoCAD SHX Text 15.00

AutoCAD SHX Text 301 01

AutoCAD SHX Text Ton

AutoCAD SHX Text

AutoCAD SHX Text 400.00

AutoCAD SHX Text 602 01

AutoCAD SHX Text

AutoCAD SHX Text 602 02

AutoCAD SHX Text Ton

AutoCAD SHX Text

SUMMARY OF QUANTITIES

AutoCAD SHX Text BID OPTION No. 1 PAY ITEMS

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

F.S. 70 QUANTITY

AutoCAD SHX Text

F.S. 86 QUANTITY

AutoCAD SHX Text

SEGMENT 1 QUANTITY

AutoCAD SHX Text

SEGMENT 2 QUANTITY

AutoCAD SHX Text

PROJECT TOTAL

AutoCAD SHX Text 203 02

AutoCAD SHX Text Each

AutoCAD SHX Text

AutoCAD SHX Text 251 02

AutoCAD SHX Text Ton

AutoCAD SHX Text

AutoCAD SHX Text 15.00

AutoCAD SHX Text 301 02

AutoCAD SHX Text Ton

AutoCAD SHX Text

AutoCAD SHX Text 230.00

AutoCAD SHX Text 602 03

AutoCAD SHX Text

AutoCAD SHX Text 602 04

AutoCAD SHX Text Ton

AutoCAD SHX Text

AutoCAD SHX Text BID OPTION No. 2 PAY ITEMS

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

F.S. 70 QUANTITY

AutoCAD SHX Text

F.S. 86 QUANTITY

AutoCAD SHX Text

SEGMENT 1 QUANTITY

AutoCAD SHX Text

SEGMENT 2 QUANTITY

AutoCAD SHX Text

PROJECT TOTAL

AutoCAD SHX Text 203 03

AutoCAD SHX Text Each

AutoCAD SHX Text

AutoCAD SHX Text 301 03

AutoCAD SHX Text Ton

AutoCAD SHX Text

AutoCAD SHX Text 75.00

AutoCAD SHX Text 602 05

AutoCAD SHX Text

AutoCAD SHX Text 602 06

AutoCAD SHX Text Ton

AutoCAD SHX Text

AutoCAD SHX Text BID OPTION No. 3 PAY ITEMS

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

F.S. 70 QUANTITY

AutoCAD SHX Text

F.S. 86 QUANTITY

AutoCAD SHX Text

SEGMENT 1 QUANTITY

AutoCAD SHX Text

SEGMENT 2 QUANTITY

AutoCAD SHX Text

PROJECT TOTAL

AutoCAD SHX Text 203 04

AutoCAD SHX Text Each

AutoCAD SHX Text

AutoCAD SHX Text 251 03

AutoCAD SHX Text Ton

AutoCAD SHX Text

AutoCAD SHX Text 30.00

AutoCAD SHX Text 301 04

AutoCAD SHX Text Ton

AutoCAD SHX Text

AutoCAD SHX Text 75.00

AutoCAD SHX Text 602 07

AutoCAD SHX Text

AutoCAD SHX Text 602 08

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

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

7/1 5/2

1 1 0:

L C

:\U

_F S

1.D W

(R08)

SOUTHERN REGION

COWEE BALD ROAD

CONNELLY CREEK RD

CULVERT

REPLACEMENTS

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

GENERAL NOTES

05/06/2021

B.Bell/J.Rowland

B.Bell

G.Weese

G-02 03 16

AutoCAD SHX Text GENERAL NOTES: 1. FOR THIS PROJECT STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON 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-14 SPEC. 2. STORAGE OF ALL EQUIPMENT ON SITE WILL BE AT THE CONTRACTOR'S RISK AND AT A LOCATION 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 CONSTRUCTION EQUIPMENT SHALL BE CONFINED TO THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER. 4. ALL EXCAVATION IS CONSIDERED TO BE UNCLASSIFIED. ALL EXCAVATION IS CONSIDERED TO BE UNCLASSIFIED. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO NATIONAL FOREST ROADS DUE 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 CONTRACTOR SHALL SUBMIT AN EROSION & POLLUTION CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO ANY EARTH DISTURBING ACTIVITIES. 7. DURING CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING 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-14 AND CONTRACTOR SHALL FOLLOW BMP'S TO ENSURE QUALITY. 8. EACH CULVERT'S LOCATION, LENGTH AND SKEW SHALL BE FIELD VERIFIED BY THE CONTRACTOR 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 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 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 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 EXISTING CULVERTS TO BE REMOVED ARE THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM NATIONAL FOREST LANDS AND DISPOSED OF PROPERLY. 13. ALL SLOPES ARE SHOWN AS VERTICAL-TO-HORIZONTAL DISTANCE (V:H) 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 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 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. 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. 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 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. 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 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. 21. TRAFFIC CONTROL SIGNS SHALL CONFORM TO MUTCD SPECIFICATIONS LATEST EDITION. 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 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 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 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.

AutoCAD SHX Text SEEDING NOTES: 1. SEEDING DATES SHALL BE FROM APRIL 1 TO SEPTEMBER 30. 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 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: SEEDING MIXTURES SHALL BE AS FOLLOWS: CREEPING RED FESCUE 20 LBS PER ACRE 20 LBS PER ACRE ORCHARD GRASS 20 LBS PER ACRE 20 LBS PER ACRE WHITE CLOVER 10 LBS PER ACRE 10 LBS PER ACRE BROWN TOP MILLET 10 LBS PER ACRE 10 LBS PER ACRE RYE 10 LBS PER ACRE 10 LBS PER ACRE 4. FERTILIZER SHALL BE 17-17-17 APPLIED AT 500 LBS. PER ACRE FERTILIZER SHALL BE 17-17-17 APPLIED AT 500 LBS. PER ACRE 5. AGRICULTURAL LIME (IF REQUIRED) SHALL BE APPLIED AT 2,000 LBS. PER ACRE AGRICULTURAL LIME (IF REQUIRED) SHALL BE APPLIED AT 2,000 LBS. PER ACRE 6. (WET) WOOD CELLULOSE MULCH SHALL BE APPLIED AT 2,000 LBS. PER ACRE (WET) WOOD CELLULOSE MULCH SHALL BE APPLIED AT 2,000 LBS. PER ACRE 7. (DRY) STRAW MULCH SHALL BE APPLIED AT 80 BALES PER ACRE (DRY) STRAW MULCH SHALL BE APPLIED AT 80 BALES PER ACRE 8. DISTURBED OR NEWLY CONSTRUCTED SLOPES WITHIN 25' OF STREAM COURSE SHALL BE IMMEDIATELY DISTURBED OR NEWLY CONSTRUCTED SLOPES WITHIN 25' OF STREAM COURSE SHALL BE IMMEDIATELY PROTECTED BY SEEDING WITH THE FOLLOWING: ANNUAL RYEGRASS 10 LBS PER ACRE 10 LBS PER ACRE TALL FESCUE 10 LBS PER ACRE 10 LBS PER ACRE AND COVERING WITH STRAW MULCH. THIS ADDITIONAL SEEDING SHALL BE DONE THE SAME DAY AS THE DISTURBANCE (WHETHER COMPLETED OR NOT) OR NOT) 9. WHEN WORK IS PERFORMED OUTSIDE THE SPECIFIED SEEDING SEASON AND EROSION CONTROL MEASURES 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.

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

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

7/1 5/2

1 1 0:

L C

:\U

_F S

1.D W

(R08)

SOUTHERN REGION

COWEE BALD ROAD

CONNELLY CREEK RD

CULVERT

REPLACEMENTS

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

COWEE BALD ROAD

FS No. 70

DETAILED SITE MAP

05/06/2021

B.Bell/J.Rowland

B.Bell

G.Weese

V-01 04 16

AutoCAD SHX Text

MP 0.051 CMP

AutoCAD SHX Text

MP 0.102 CMP

AutoCAD SHX Text

MP 0.224 CMP

AutoCAD SHX Text

MP 0.274 CMP

AutoCAD SHX Text

MP 0.396 CMP

AutoCAD SHX Text

MP 0.626 CMP

AutoCAD SHX Text

MP 0.672 CMP

AutoCAD SHX Text

MP 0.00 BEGINNING OF PROJECT (BOP) FSR 70

AutoCAD SHX Text

PRVT. ROAD LT ADDRESS 4854

AutoCAD SHX Text

PRVT. ROAD LT HUCKLEBERRY ESTATES

AutoCAD SHX Text

MP 1.133 CMP

AutoCAD SHX Text

MP 1.368 CMP

AutoCAD SHX Text

MP 1.408 CMP

AutoCAD SHX Text

MP 1.598 CMP

AutoCAD SHX Text

MP 1.835 CMP

AutoCAD SHX Text

MP 2.432 CMP

AutoCAD SHX Text

MP 2.492 CMP

AutoCAD SHX Text

PRVT. RD RT ADDRESS 6555

AutoCAD SHX Text

PRVT. RD RT ADDRESS 6995

AutoCAD SHX Text

PRVT. RD LT ADDRESS 6538

AutoCAD SHX Text

MP 3.036 CMP

AutoCAD SHX Text

MP 3.101 CMP

AutoCAD SHX Text

MP 3.16 CMP

AutoCAD SHX Text

MP 3.217 CMP

AutoCAD SHX Text

MP 3.631 CMP

AutoCAD SHX Text

MP 3.744 CMP

AutoCAD SHX Text

MP 3.954 CMP

AutoCAD SHX Text

MP 3.985 CMP

AutoCAD SHX Text

MP 4.137 CMP

AutoCAD SHX Text

MP 4.179 CMP

AutoCAD SHX Text

MP 4.248 CMP

AutoCAD SHX Text

MP 4.288 CMP

AutoCAD SHX Text

MP 4.322 CMP

AutoCAD SHX Text

MP 4.382 CMP

AutoCAD SHX Text

MP 4.424 CMP

AutoCAD SHX Text

MP 4.489 CMP

AutoCAD SHX Text

MP 4.54 CMP

AutoCAD SHX Text

MP 4.597 CMP

AutoCAD SHX Text

MP 5.658 CMP

AutoCAD SHX Text

MP 6.001 CMP

AutoCAD SHX Text

MP 7.529 END OF PROJECT (EOP) FSR 70

AutoCAD SHX Text

MP 0.00 END OF PROJECT (EOP) FSR 86

AutoCAD SHX Text

FOREST TRAIL SYSTEM

AutoCAD SHX Text

STREAM COURSE

AutoCAD SHX Text

STATE HIGHWAY

AutoCAD SHX Text

FOREST ROAD "WORK REQUIRED"

AutoCAD SHX Text

FOREST ROAD "NO WORK"

AutoCAD SHX Text

NATIONAL FOREST ROAD NUMBERS

AutoCAD SHX Text

STATE HIGHWAY NUMBER

AutoCAD SHX Text

ROAD CLOSURE GATE

AutoCAD SHX Text

US HIGHWAY NUMBER

AutoCAD SHX Text

%%USITE MAP LEGEND:

AutoCAD SHX Text

USFS PROPERTY BOUNDARY

AutoCAD SHX Text

NATIONAL FOREST TRAIL NUMBERS

AutoCAD SHX Text

W20-3 MP 0+00

AutoCAD SHX Text Huckleberry

AutoCAD SHX Text Creek

AutoCAD SHX Text Shepherd

AutoCAD SHX Text Creek

AutoCAD SHX Text

AutoCAD SHX Text Beasley

AutoCAD SHX Text Creek

AutoCAD SHX Text

AutoCAD SHX Text Blazed

AutoCAD SHX Text Creek

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

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

7/1 5/2

1 1 0:

L C

:\U

_F S

1.D W

(R08)

SOUTHERN REGION

COWEE BALD ROAD

CONNELLY CREEK ROAD

CULVERT REPLACEMENTS

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

CONNELLY CREEK ROAD

FS No. 86

DETAILED SITE MAP

05/06/2021

B.Bell/J.Rowland

B.Bell

G.Weese

V-02 05 16

AutoCAD SHX Text

MP 5.658 CMP

AutoCAD SHX Text

MP 0.644 CMP

AutoCAD SHX Text

MP 0.852 CMP

AutoCAD SHX Text

MP 1.155 CMP

AutoCAD SHX Text

MP 0.962 CMP

AutoCAD SHX Text

MP 1.547 CMP

AutoCAD SHX Text

MP 1.402 CMP

AutoCAD SHX Text

MP 2.908 CMP

AutoCAD SHX Text

MP 2.885 CMP

AutoCAD SHX Text

MP 2.753 CMP

AutoCAD SHX Text

MP 2.458 CMP

AutoCAD SHX Text

MP 1.616 CMP

AutoCAD SHX Text

MP 1.759 CMP

AutoCAD SHX Text

MP 1.688 CMP

AutoCAD SHX Text

MP 1.99 CMP

AutoCAD SHX Text

MP 2.157 CMP

AutoCAD SHX Text

MP 2.374 CMP

AutoCAD SHX Text

MP 2.285 CMP

AutoCAD SHX Text

MP 2.191 CMP

AutoCAD SHX Text

MP 1.847 CMP

AutoCAD SHX Text

MP 1.817 CMP

AutoCAD SHX Text

MP 0.00 BEGINNING OF PROJECT (BOP) FSR 86

AutoCAD SHX Text

MP 0.00 END OF PROJECT (EOP) FSR 86

AutoCAD SHX Text

FOREST TRAIL SYSTEM

AutoCAD SHX Text

STREAM COURSE

AutoCAD SHX Text

STATE HIGHWAY

AutoCAD SHX Text

FOREST ROAD "WORK REQUIRED"

AutoCAD SHX Text

FOREST ROAD "NO WORK"

AutoCAD SHX Text

NATIONAL FOREST ROAD NUMBERS

AutoCAD SHX Text

STATE HIGHWAY NUMBER

AutoCAD SHX Text

ROAD CLOSURE GATE

AutoCAD SHX Text

US HIGHWAY NUMBER

AutoCAD SHX Text

%%USITE MAP LEGEND:

AutoCAD SHX Text

USFS PROPERTY BOUNDARY

AutoCAD SHX Text

NATIONAL FOREST TRAIL NUMBERS

AutoCAD SHX Text

W20-3 MP 0+00

AutoCAD SHX Text 86A

AutoCAD SHX Text

AutoCAD SHX Text 86B

AutoCAD SHX Text 86F

AutoCAD SHX Text 86G

AutoCAD SHX Text

AutoCAD SHX Text 86E

AutoCAD SHX Text Alarka

AutoCAD SHX Text Creek

AutoCAD SHX Text Connelly

AutoCAD SHX Text Creek

AutoCAD SHX Text Slipoff

AutoCAD SHX Text Branch

AutoCAD SHX Text Camp

AutoCAD SHX Text Branch

AutoCAD SHX Text Grassy

AutoCAD SHX Text Branch

AutoCAD SHX Text Connelly

AutoCAD SHX Text Creek

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWN

DESIGNER

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

7/1 5/2

1 1 0:

L C

:\U

_F S

1.D W

(R08)

SOUTHERN REGION

COWEE BALD ROAD

CONNELLY CREEK RD

CULVERT

REPLACEMENTS

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

BASE BID

CULVERT SCHEDULE

for

COWEE BALD ROAD

05/06/2021

B.Bell/J.Rowland

B.Bell

G.Weese

G-03 06 16

AutoCAD SHX Text COWEE BALD ROAD - FS No. 70 BASE BID CULVERT SCHEDULE CORRUGATED METAL PIPE - ALUMINIZED TYPE-2

AutoCAD SHX Text

MILEPOST

AutoCAD SHX Text

DIA (IN.)

AutoCAD SHX Text

LENGTH (FT)

AutoCAD SHX Text

GAUGE

AutoCAD SHX Text ROAD CENTERLINE Az. (Degrees)

AutoCAD SHX Text

CULVERT SKEW R R

AutoCAD SHX Text

CULVERT SLOPE (%)

AutoCAD SHX Text

INLET PROTECTION

AutoCAD SHX Text

OUTLET PROTECTION

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text 0.051

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 111° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 16" x 22' culvert.

AutoCAD SHX Text 0.102

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 121° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 16" x 22' culvert

AutoCAD SHX Text 0.396

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 120° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 16" x 30' culvert

AutoCAD SHX Text 0.672

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 101° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 16" x 28' culvert

AutoCAD SHX Text 1.408

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 116° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 16" x 26' culvert

AutoCAD SHX Text 1.835

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 24' culvert Ditch relief culvert with spring flow

AutoCAD SHX Text 2.432

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 62° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 24' culvert

AutoCAD SHX Text 2.492

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 26' culvert Ditch relief culvert with water flow

AutoCAD SHX Text 3.036

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 75° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 24' culvert Locate new culvert inlet 4 feet up the ditch from center of existing culvert pipe.

AutoCAD SHX Text 3.101

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 80° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 24' culvert

AutoCAD SHX Text 3.16

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 78° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 22' culvert. Locate new culvert inlet 4 feet up the ditch from center of old culvert pipe.

AutoCAD SHX Text *3.217

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 75° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 18" x 20' culvert. Rocky ground.

AutoCAD SHX Text 3.744

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 95° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 24' culvert. Ditch relief pipe with spring/seep flow.

AutoCAD SHX Text 3.985

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 106° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 22' culvert.

AutoCAD SHX Text 4.137

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 22' culvert. Ditch relief pipe with water flow.

AutoCAD SHX Text 4.179

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 106° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 24' culvert.

AutoCAD SHX Text 4.322

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 102° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 22' culvert. Ditch relief pipe with stream flow.

AutoCAD SHX Text 4.382

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 106° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 22' culvert. Ditch relief pipe with spring/seep flow.

AutoCAD SHX Text 4.424

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 97° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 24' culvert.

AutoCAD SHX Text 5.658

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 80° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 18" x 22' culvert.

AutoCAD SHX Text

TOTAL QUANTITY OF WORK COWEE BALD ROAD

AutoCAD SHX Text

AutoCAD SHX Text Skew Angle

AutoCAD SHX Text Centerline of Road

AutoCAD SHX Text

AutoCAD SHX Text Centerline

AutoCAD SHX Text 56%%d

AutoCAD SHX Text Pipe Skew Diagram

AutoCAD SHX Text Example

AutoCAD SHX Text L

AutoCAD SHX Text Skew is always from right of C

AutoCAD SHX Text NOTES: 1. ALL CULVERTS SHALL BE ALUMINIZED STEEL ALL CULVERTS SHALL BE ALUMINIZED STEEL TYPE 2. 2. SIDEHILL CULVERT INSTALLATIONS SHALL SIDEHILL CULVERT INSTALLATIONS SHALL INCLUDE CATCH BASINS AND DITCH BLOCKS AS SHOWN IN THE DRAWINGS.

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWN

DESIGNER

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

7/1 5/2

1 1 0:

L C

:\U

_F S

1.D W

(R08)

SOUTHERN REGION

COWEE BALD ROAD

CONNELLY CREEK RD

CULVERT

REPLACEMENTS

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

BASE BID

CULVERT SCHEDULE

for

CONNELLY CREEK ROAD

05/06/2021

B.Bell/J.Rowland

B.Bell

G.Weese

G-04 07 16

AutoCAD SHX Text CONNELLY CREEK ROAD - FS No. 86 BASE BID CULVERT SCHEDULE CORRUGATED METAL PIPE - ALUMINIZED TYPE-2

AutoCAD SHX Text

MILEPOST

AutoCAD SHX Text

DIA (IN.)

AutoCAD SHX Text

LENGTH (FT)

AutoCAD SHX Text

GAUGE

AutoCAD SHX Text ROAD CENTERLINE Az. (Degrees)

AutoCAD SHX Text

CULVERT SKEW R R

AutoCAD SHX Text

CULVERT SLOPE (%)

AutoCAD SHX Text

INLET PROTECTION

AutoCAD SHX Text

OUTLET PROTECTION

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text *0.644

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 18" x 24' culvert.

AutoCAD SHX Text *0.962

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 113° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 18" x 24' culvert

AutoCAD SHX Text 1.616

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 68° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 18" x 20' culvert

AutoCAD SHX Text 1.688

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 18" x 20' culvert

AutoCAD SHX Text 1.759

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 57° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 18" x 26' culvert

AutoCAD SHX Text 1.847

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 59° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Type A

AutoCAD SHX Text Remove Existing 18" x 20' culvert. Locate new culvert inlet 3 feet up the ditch from center of old pipe.

AutoCAD SHX Text 1.99

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 106° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 18" x 20' culvert.

AutoCAD SHX Text 2.157

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 69° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 18" x 20' culvert

AutoCAD SHX Text 2.191

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 65° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 18" x 26' culvert.

AutoCAD SHX Text 2.285

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 83° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 18" x 24' culvert.

AutoCAD SHX Text 2.374

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 65° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 18" x 24' culvert

AutoCAD SHX Text 2.753

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 18" x 30' culvert. Reconstruct tail ditch approx. 75 feet.

AutoCAD SHX Text 2.908

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 20' culvert. Reconstruct tail ditch approx. 50 feet.

AutoCAD SHX Text

TOTAL QUANTITY OF WORK THIS PAGE

AutoCAD SHX Text

AutoCAD SHX Text Skew Angle

AutoCAD SHX Text Centerline of Road

AutoCAD SHX Text

AutoCAD SHX Text Centerline

AutoCAD SHX Text 56%%d

AutoCAD SHX Text Pipe Skew Diagram

AutoCAD SHX Text Example

AutoCAD SHX Text L

AutoCAD SHX Text Skew is always from right of C

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWN

DESIGNER

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

7/1 5/2

1 1 0:

L C

:\U

_F S

1.D W

(R08)

SOUTHERN REGION

COWEE BALD ROAD

CONNELLY CREEK RD

CULVERT

REPLACEMENTS

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

BID OPTION # 1

CULVERT SCHEDULE

05/06/2021

B.Bell/J.Rowland

B.Bell

G.Weese

G-05 08 16

AutoCAD SHX Text COWEE BALD ROAD - FS No. 70 BID OPTION No. 1 CULVERT SCHEDULE CORRUGATED METAL PIPE - ALUMINIZED TYPE-2

AutoCAD SHX Text

MILEPOST

AutoCAD SHX Text

DIA (IN.)

AutoCAD SHX Text

LENGTH (FT)

AutoCAD SHX Text

GAUGE

AutoCAD SHX Text ROAD CENTERLINE Az. (Degrees)

AutoCAD SHX Text

CULVERT SKEW R R

AutoCAD SHX Text

CULVERT SLOPE (%)

AutoCAD SHX Text

INLET PROTECTION

AutoCAD SHX Text

OUTLET PROTECTION

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text 0.224

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 16" x 30' culvert.

AutoCAD SHX Text 0.274

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 16" x 30' culvert

AutoCAD SHX Text 0.626

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 119° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 16" x 30' culvert

AutoCAD SHX Text 1.133

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 114° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 26' culvert

AutoCAD SHX Text 1.368

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Type A

AutoCAD SHX Text Remove Existing 16" x 20' culvert

AutoCAD SHX Text 1.598

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 127° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 16" x 26' culvert

AutoCAD SHX Text 3.631

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 16" x 26' culvert. Ditch relief with spring/seep flow.

AutoCAD SHX Text 3.954

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 26' culvert. Ditch relief culvert with spring/seep flow.

AutoCAD SHX Text 4.248

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 98° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 22' culvert

AutoCAD SHX Text 4.288

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 103° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 24' culvert.

AutoCAD SHX Text 4.54

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 114° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 22' culvert.

AutoCAD SHX Text 4.597

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 92° R R Outlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 22' culvert.

AutoCAD SHX Text 4.489

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 97° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 24' culvert.

AutoCAD SHX Text 6.001

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 18" x 20' culvert

AutoCAD SHX Text

TOTAL QUANTITY OF WORK COWEE BALD ROAD

AutoCAD SHX Text

AutoCAD SHX Text Skew Angle

AutoCAD SHX Text Centerline of Road

AutoCAD SHX Text

AutoCAD SHX Text Centerline

AutoCAD SHX Text 56%%d

AutoCAD SHX Text Pipe Skew Diagram

AutoCAD SHX Text Example

AutoCAD SHX Text L

AutoCAD SHX Text Skew is always from right of C

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWN

DESIGNER

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

7/1 5/2

1 1 0:

L C

:\U

_F S

1.D W

(R08)

SOUTHERN REGION

COWEE BALD ROAD

CONNELLY CREEK RD

CULVERT

REPLACEMENTS

NANTAHALA NATIONAL

FOREST

NANTAHALA RANGER DISTRICT

BID OPTION # 2 & # 3

CULVERT SCHEDULE

05/06/2021

B.Bell/J.Rowland

B.Bell

G.Weese

G-06 09 16

AutoCAD SHX Text CONNELLY CREEK ROAD - FS No. 86 BID OPTION No. 2 CULVERT SCHEDULE CORRUGATED METAL PIPE - ALUMINIZED TYPE-2

AutoCAD SHX Text

MILEPOST

AutoCAD SHX Text

DIA (IN.)

AutoCAD SHX Text

LENGTH (FT)

AutoCAD SHX Text

GAUGE

AutoCAD SHX Text ROAD CENTERLINE Az. (Degrees)

AutoCAD SHX Text

CULVERT SKEW R R

AutoCAD SHX Text

CULVERT SLOPE (%)

AutoCAD SHX Text

INLET PROTECTION

AutoCAD SHX Text

OUTLET PROTECTION

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text 0.852

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 79° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 18" x 20' culvert.

AutoCAD SHX Text 1.155

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 18" x 20' culvert. Ditch relief pipe with spring flow.

AutoCAD SHX Text 1.402

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text 59° R R Inlet

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 18" x 20' culvert.

AutoCAD SHX Text 2.885

AutoCAD SHX Text

AutoCAD SHX Text 16 (0.064)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Remove existing 16" x 22' culvert. Reconstruct tail ditch approx. 50 feet.

AutoCAD SHX Text

TOTAL QUANTITY OF WORK THIS PAGE

AutoCAD SHX Text

AutoCAD SHX Text Skew Angle

AutoCAD SHX Text Centerline of Road

AutoCAD SHX Text

AutoCAD SHX Text Centerline

AutoCAD SHX Text 56%%d

AutoCAD SHX Text Pipe Skew Diagram

AutoCAD SHX Text Example

AutoCAD SHX Text L

AutoCAD SHX Text Skew is always from right of C

AutoCAD SHX Text CONNELLY CREEK ROAD - FS No. 86 BID OPTION No. 3 CULVERT SCHEDULE CORRUGATED METAL PIPE - ALUMINIZED TYPE-2

AutoCAD SHX Text

MILEPOST

AutoCAD SHX Text

DIA (IN.)

AutoCAD SHX Text

LENGTH (FT)

AutoCAD SHX Text

GAUGE

AutoCAD SHX Text ROAD CENTERLINE Az. (Degrees)

AutoCAD SHX Text

CULVERT SKEW R R

AutoCAD SHX Text

CULVERT SLOPE (%)

AutoCAD SHX Text

INLET PROTECTION

AutoCAD SHX Text

OUTLET PROTECTION

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text 1.547

AutoCAD SHX Text 48 Arch/ Elliptical

AutoCAD SHX Text

AutoCAD SHX Text 12 (0.109)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Yes

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 24" x 28' culvert.

AutoCAD SHX Text 1.817

AutoCAD SHX Text 36 Arch/ Elliptical

AutoCAD SHX Text

AutoCAD SHX Text 14 (0.079)

AutoCAD SHX Text

AutoCAD SHX Text Match Existing

AutoCAD SHX Text

AutoCAD SHX Text Yes

AutoCAD SHX Text

AutoCAD SHX Text Remove Existing 18" x 36' culvert

AutoCAD SHX Text

TOTAL QUANTITY OF WORK THIS PAGE

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CH…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 29, 2021.