Attachment 4 - Drawings.pdf

PDF 4 MB Posted Apr 30, 2026

Attached to: NFSR 141 Paving Project Federal contract opportunity
Solicitation number: 127EAX26R0008
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Apr 30, 2026

This document is a comprehensive set of construction plans and specifications for the NFSR 141 Repavement project located on the Gila National Forest, Reserve District, in Catron County, New Mexico, managed by the U.S. Department of Agriculture Forest Service, Southwestern Region (R3).

The project encompasses approximately 18.81 miles of forest road reconstruction involving complete pulverization and resurfacing with a 3-inch asphalt concrete overlay. Key work includes removal and replacement of 22.5-foot cattle guards at mile posts 0.69 and 9.47, installation of two 28-foot double swing gates for traffic management, and comprehensive culvert work including cleaning, extension, repair, and replacement of approximately 176 culverts of varying sizes (18 inches to 112 inches in diameter). The project incorporates 30 curve widening locations requiring 2-foot width additions with transitions, reconstruction of 24 intersecting roads with 4-inch aggregate surfacing, and installation of 87 directional signs with breakaway posts. Sub-excavation work includes geogrid installation at mile posts 1.6 to 2.87 and standard sub-excavation with aggregate base at locations identified during construction. Riprap placement for culvert erosion protection totals approximately 440 cubic yards of Class 2 and Class 6 material sourced from on-site stockpiles, ditches, and adjacent roadway areas. The base bid covers work through mile post 9.47, with seven additive options (Items 1-7) providing alternative asphalt surface treatments including chip seals and additional pavement courses. Construction staking, traffic control planning, and blue stake coordination for an existing phone line are required contractor responsibilities. Payment for curve widening is included in pulverization and asphalt pay items for curves 1-11, with curves 12-30 included in additive option items.

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Other files for this federal contract opportunity

Other files attached to NFSR 141 Paving Project, newest first.
File	Type	Posted
NFSR 141 Bre Bid Questions attendees.docx	DOCX document	Jun 1, 2026
Rd 141 Road Log 7-21-2021.pdf	PDF	Jun 1, 2026
127EAX26R0008 00001.pdf	PDF	Jun 1, 2026
Attachment 7 - Wage Determination.pdf	PDF	Apr 30, 2026
Attachment 2 - Specifications.docx	DOCX document	Apr 30, 2026
Attachment 1 - Statement of Work.docx	DOCX document	Apr 30, 2026
Attachment 5 - Maps.pdf	PDF	Apr 30, 2026
Attachment 6 - Fire Plan.docx	DOCX document	Apr 30, 2026
Attachment 3 - Schedule of Items.xlsx	XLSX spreadsheet	Apr 30, 2026
127EAX26R0008 - NFSR 141 Paving Project.pdf	PDF	Apr 30, 2026

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FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

1 19

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

RO ROAD PROGRAM MANAGER DATE

/15

/25

:1 2 S

\77

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-D

W G;

FROM THE RESERVE RANGER DISTRICT OFFICE, TRAVEL EAST ON STATE HIGHWAY 12 TOWARDS

RESERVE FOR 1.12 MILES. TURN RIGHT ONTO NM 435. CONTINUE ON NM 435 FOR 5.2 MILES (END OF NM 435). CONTINUE 0.69 MILES TO BEGINNING OF PROJECT (LAT 33°38'28.17" N, LONG. 108°47'17.99" W).

NEW MEXICO

CATRON COUNTY

R3 SOUTHWESTERN REGION

GILA NATIONAL FOREST

RESERVE DISTRICT

NFSR 141 REPAVEMENT

INDEX OF SHEETS

SHEET SHEET TITLE

G-01 COVERSHEET

GA-01 SITE LOCATION

GA-02 SITE PLAN - OVERALL

GA-03 SITE PLAN - MILE POST 0 - 2.38

GA-04 SITE PLAN - MILE POST 2.38 - 7.73

GA-05 SITE PLAN - MILE POST 7.73 - 11.70

GA-06 SITE PLAN - MILE POST 11.70 - 16.51

GA-07 SITE PLAN - MILE POST 16.51 - 19

GA-08 SITE CONDITIONS MILE POST 0 TO 9.47

GA-09 SITE CONDITIONS MILE POST 9.47 TO 18.81

DT-01 ROAD CROSS SECTIONS

DT-02 ROAD DETAILS

DT-03 ROAD DETAILS 2

DT-04 CULVERT SCHEDULE

DT-05 CULVERT DETAILS 1

DT-06 CULVERT DETAILS 2

DT-07 GATE DETAIL

DT-08 GATE FABRICATION

DT-09 SIGN SCHEDULE

E:\backup\GAOA FOLDER\NFSR 141 REPAVING\FINAL DRAWINGS\141 final\Overview_LetterPort_20160801.png

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

/15

/25

:1 2 S

\77

1 P

\1.

-D

W G;

(R3)

SOUTHWEST REGION

NSFR 141

REPAVEMENT

NEW MEXICO

CATRON COUNTY

GILA NATIONAL FOREST

RESERVE DISTRICT

SITE LOCATION

11/24/2020

H. ALLSUP

G. MILLER

GA-01

01 19

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CONTINUE ON FR 141 APPROX 3.4 MILES

TO "RAINY MESA" FOR RIP RAP SORCE

AND SUB-EXCAVATION DISPOSAL SITE

(NFSR 4043G)

MP-0.0

5680 ft.

MP-0.69 CATTLEGUARD

(BEGINNING OF PROJECT)

5680 ft.

MP 1.0

5733 ft.

MP-2.0

5996 ft.

MP-3.0

6251 ft.#4

MP-4.0

6235 ft.

MP-5.0

6280 ft.

MP-6.0

6460 ft.

MP-7.0

6727 ft.#8

MP-8.0

6998 ft.

#10

MP-9.0

7208 ft.

#11

#12

MP-10.0

7310 ft.

MP-11.0

7358 ft.

#13

#14

MP-12.0

7320 ft.

#16

MP-13.0

7239 ft.

#17

#18

#19

MP-14.0

7420 ft.

#20

MP-15.0

7509 ft.

#21

MP-16.0

7426 ft.

#22

#23

#24

#25 #26

MP-17.0

7422 ft.

#28

#27

MP-18.0

7518 ft.

#29

#30

MP-18.81 (END OF PROJECT)

END OF PAVEMENT

#15

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

/15

/25

:1 2 S

\77

1 P

\1.

-D

W G;

(R3)

SOUTHWEST REGION

NSFR 141

REPAVEMENT

GILA NATIONAL FOREST

RESERVE DISTRICT

SITE PLAN

OVERALL

04/14/2020

H. ALLSUP

G. MILLER

GA-02

03 19

CONTOUR INTERVAL = 40'

OVERALL SITE SCALE: 1"=200'

4042 C

CAT-B043

4041 Z

4041 W

4042 Q

4042 R 4162 F

4314 O 4162 G

141 B

141 C

4163 Y

4164 V

4163 F

4164 X

4313 J

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FOREST ROAD 141 SCHEDULE OF TASKS

MILEPOST TASK DESCRIPTION REFERENCE

DRAWING

0.00 END NM 435 - BEGIN NFSR 141 -

0.69 BEGINNING OF PROJECT- BEGIN PULVERIZATION -

0.69 REMOVE AND REPLACE EXISTING 22.5' CATTLEGUARD - RAISE 7" AND TAPER 100' FOR

AGGREGATE AND 3" ASPHALT (NORTH SIDE)

NOTE 18

DT-01

0.70 B-043 RIGHT - RECONSTRUCT INTERSECTION DT-03

0.72 2- 7'W X 5'H X 52' CULVERTS - BRUSH INLET DT-04

0.72 INSTALL CLOSURE GATE DT-07 / DT-08

0.84 INSTALL 24' X 60' CMP ADD 5CY RIPRAP @ OUTLET DT-04 / DT-05

DT-06

0.99 EXISTING 24" CULVERT - CUT INSPECTION OPENING IN DOWNSPOUT DT-04

1.08 24" CMP - ADD 30 CY RIPRAP TO ERODING FILL SLOPE DT-04

DT-05 / DT-06

1.16 24" CMP - PLACE 10 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

1.24 24" CMP - INSTALL 22.5 DEGREE ELBOW @ INLET DT-04

DT-05/DT-06

1.32 24" CMP DT-04

1.39 24" CMP - REPAIR INLET DT-04

1.45 POSSIBLE EXCESS ROCK STORAGE LEFT -

1.60 BEGIN INSTALLATION OF GEOGRID DT-01/DT-03

1.61 CURVE 1 - WIDEN ROAD 316.8' @ RADIUS 140 DT-03

1.62 48" CMP - REMOVE TREE @INLET DT-04

1.69 ADD 20 CY RIPRAP IN DITCHLINE - ABOVE CULVERT DT-04

1.78 POSSIBLE STAGING AREA LEFT & RIGHT -

1.94 24" CMP DT-04

1.98 24" CMP - REPAIR INLET DT-04

FOREST ROAD 141 SCHEDULE OF TASKS

MILEPOST TASK DESCRIPTION REFERENCE

DRAWING

2.10 18" CMP - REPAIR INLET DT-04

2.19 24" CMP DT-04

2.25 POSSIBLE STOCKPILE SITE RIGHT -

2.30 CURVE 2 - WIDEN ROAD 327.4' @ RADIUS 172 DT-03

2.33 30" CMP - REMOVE BRUSH AT INLET DT-04

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

/15

/25

:1 2 S

\77

1 P

\1.

-D

W G;

(R3)

SOUTHWEST REGION

NSFR 141

REPAVEMENT

GILA NATIONAL FOREST

RESERVE DISTRICT

SITE PLAN

MILE POST 0 TO 2.38

04/14/2020

H. ALLSUP

G. MILLER

GA-03

04 19

CONTOUR INTERVAL = 40'SITE PLAN MP 0 - 2.38 SCALE: 1"=80'

NOTE:

CURVE NUMBER - SEE SHEET (DT-03) FOR CURVES SUBJECT

TO CURVE WIDENING

MP-0.0 (5680 ft.)

MP-0.69 CATTLEGUARD

(BEGINNING OF PROJECT)

MP-1.0

5733 ft.

STAGING AREA

POSSIBLE STOCKPILE SITE

MP-2.0

5996 ft.

STAGING AREA

4042 C

CAT-B043

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DRAWING

2.44 24" CMP - PLACE 20 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

2.56 18" CMP - EXTEND OUTLET 10' DT-04

DT-05 / DT-06

2.63 CURVE 3 - WIDEN ROAD 311.5' @ RADIUS 159 DT-03

2.65 30" CMP - REMOVE BRUSH AT INLET DT-04

2.87 END OF GEOGRID INSTALLATION DT-01/DT-03

2.90 18" CMP - PLACE 10 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

2.97 18" CMP - CLEAN DOWNFALL @ OUTLET DT-04

2.99 POSSIBLE STAGING AREA -

3.06 CURVE 4 - WIDEN ROAD 385.4' @ RADIUS 158 DT-03

3.07 24" CMP - CLEAR OUTLET DT-04

3.39 18" CMP - EXTEND OUTLET 10' DT-04

DT-05 / DT-06

3.51 24" CMP - REMOVE TREE @ INLET DT-04

3.54 24"CMP - REPAIR INLET, EXTEND OUTLET 10' DT-04

3.73 48" CMP - REMOVE BRUSH/SLOUGH @ INLET DT-04

3.82 CURVE 5 - WIDEN ROAD 232.3' @ RADIUS 194 DT-03

4.05 36" CMP - EXTEND OUTLET 10' DT-04

DT-05 / DT-06

4.06 36" CMP - EXTEND 10' (PRESSURE FLUSH) RIPRAP 10CY @ OUTLET DT-04

DT-05 / DT-06

4.08 30" CMP - EXTEND OUTLET 10' DT-04

DT-05 / DT-06

4.19 60" CMP - REMOVE TREE @INLET DT-04

4.33 60" CMP - CLEAR OUTLET DEBRIS, HAND REMOVAL APPROX 1 CY DT-04

4.42 57" x 38" CMP(ARCH) - RIPRAP OUTLET PER DETAIL DT-02 / DT-04

DT-05 / DT-06

4.47 24" CMP DT-04

DT-05 / DT-06

4.58 24"CMP - EXTEND OUTLET 10' & INSTALL DITCH DIKE DT-04

DT-05 / DT-06

4.69 24"CMP - REPAIR INLET DT-04

FOREST ROAD 141 SCHEDULE OF TASKS

MILEPOST TASK DESCRIPTION REFERENCE

DRAWING

4.71 24"CMP - CLEAN INLET & OUTLET, EXTEND OUTLET 10' DT-04

4.72 24" CMP - EXTEND OUTLET 10' DT-04

DT-05 / DT-06

4.80 84" CMP - REMOVE LOW BRUSH AND TREE BRANCHES DT-04

4.80 POSSIBLE EXCESS ROCK STORAGE LEFT -

4.85 24" CMP - OPEN OUTLET DT-04

4.90 24" CMP - REPAIR INLET, EXTEND OUTLET 10', RIPRAP 10 CY @

OUTLET

DT-04

DT-05 / DT-06

4.90 POSSIBLE EXCESS ROCK STORAGE RIGHT -

5.06 112" X 75" CMP(ARCH) - RIPRAP 20 CY @ OUTLET DT-04

DT-05 / DT-06

5.08 POSSIBLE EXCESS ROCK STORAGE RIGHT & LEFT -

5.15 24" CMP - ARMOR CATCH BASIN DT-04

DT-05 / DT-06

5.20 POSSIBLE EXCESS ROCK STORAGE RIGHT -

5.27 24" CMP - RIPRAP 5 CY @ OUTLET DT-04

DT-05 / DT-06

5.40 30" CMP - RIPRAP 10 CY @ OUTLET DT-04

DT-05 / DT-06

5.87 CURVE 6 - WIDEN ROAD 422.4' @ RADIUS 149 DT-03

5.90 2 EA 13' x 13' CMP - BRUSH INLET DT-04

5.92 RD 4042 Q - RECONSTRUCT PER DETAIL DT-03

6.00 INSTALL 24 X 70' CMP ADD 5CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

6.06

18" CMP - CUT 3' OFF INLET AND ABANDON IN PLACE; INSTALL 24' X 70'

CMP ~20' DOWN STATION, ADD RIPRAP 5CY @ OUTLET

DT-04

DT-05 / DT-06

6.16 18" CMP - CUT 3' OFF INLET & ABANDON IN-PLACE; INSTALL 24" X 70'

~80' BELOW CULVERT W / 5 CY RIPRAP

DT-04

DT-05 / DT-06

6.27 RD 4041 Z RECONSTRUCT PER INTERSECTION DETAIL DT-03

6.27 POSSIBLE STOCKPILE SITE LEFT & RIGHT -

6.30 24" CMP - RESHAPE DITCH DIKE DT-04

FOREST ROAD 141 SCHEDULE OF TASKS

MILEPOST TASK DESCRIPTION REFERENCE

DRAWING

6.45 30" CMP - PLACE 5 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

6.58 RD 4041 W - RECONSTRUCT PER DETAIL DT-03

6.58 POSSIBLE STOCKPILE SITE RIGHT -

6.68 18" CMP - BRUSH OUTLET DT-04

6.79 CURVE 7 - WIDEN ROAD 427.7' @ RADIUS 140 DT-03

6.80 7'-9" CMP - CLEAR OUTLET, HAND REMOVAL DT-04

7.13 CURVE 8 - WIDEN ROAD 301.0' @ RADIUS 142 DT-03

7.15 48" CMP - REMOVE DEAD TREE AT INLET DT-04

7.31 18" CMP - DAMAGED INLET - CUT/REPLACE 4' DT-04

DT-05 / DT-06

7.58 18" CMP - DAMAGED INLET - CUT/REPLACE 4' DT-04

DT-05 / DT-06

7.73 18" CMP - REMOVE AND INSTALL 24" X 60' CMP ADD 5CY RIPRAP AT

OUTLET

DT-04

DT-05 / DT-06

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

/15

/25

:1 2 S

\77

1 P

\1.

-D

W G;

(R3)

SOUTHWEST REGION

NSFR 141

REPAVEMENT

GILA NATIONAL FOREST

RESERVE DISTRICT

SITE PLAN

MILE POST 2.38 TO 7.73

04/14/2020

H. ALLSUP

G. MILLER

GA-04

05 19

CONTOUR INTERVAL = 40'

SITE PLAN MP 2.38 - 7.73 SCALE: 1"=80'

NOTE:

CURVE NUMBER -

SEE SHEET (DT-030) FOR

CURVES SUBJECT TO

CURVE WIDENING

POSSIBLE STAGING AREA

MP 3.0

6251 ft.

#4 #5

MP-4.0

6235 ft.

POSSIBLE EXCESS

ROCK STORAGE

MP-5.0

6280 ft.

MP-6.0

6460 ft.

POSSIBLE STOCKPILE SITE

MP-7.0

6727 ft.

MP-8.0

6998 ft.

#10

MP-9.0

7208 ft.

4041 W

4041 Z

4042 Q

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DRAWING

7.75 CURVE 9 - WIDEN ROAD 364.3' @ RADIUS 141 DT-03

7.78 30" CMP - CLEAR OUTLET, HAND CLEAN DT-04

7.86 18" CMP - REPAIR INLET DT-04

7.93 24" CMP - CLEAR OUTLET DT-04

8.17 18" CMP - RIPRAP 5 CY @ OUTLET DT-04

DT-05 / DT-06

8.73 CURVE 10 - WIDEN ROAD 491.0' @ RADIUS 149 DT-03

8.80 BEGIN TREE REMOVAL IN CLEARING LIMITS DT-01

8.96 18" CMP - EXTEND 10' @ OUTLET DT-04

DT-05 / DT-06

9.06 18" CMP - REPAIR INLET DT-04

9.26 CURVE 11 - WIDEN ROAD 390.7' @ RADIUS 168 DT-03

9.46 RD 4042R-RECONSTRUCT PER DETAIL DT-03

9.47 END PAVING BASE BID. REMOVE AND REPLACE EXISTING 22.5'

CATTLEGUARD

NOTE 18

DT-01

9.70 18" CMP - PLACE 10 CY RIPRAP AROUND CATCH BASIN DT-04

DT-05 / DT-06

9.87 CURVE 12 - WIDEN ROAD 332.6' @ RADIUS 143 DT-03

9.89 24" CMP - PLACE 5 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

9.93 24" CMP - PLACE 5 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

10.00 RD 141 B - RECONSTRUCT PER DETAIL DT-03

10.03 RD 4162 F - RECONSTRUCT PER DETAIL DT-03

10.03 POSSIBLE STOCKPILE SITE LEFT -

10.09 24" CMP - PLACE 5 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

10.17 24" CMP - REPAIR INLET DT-04

FOREST ROAD 141 SCHEDULE OF TASKS

MILEPOST TASK DESCRIPTION REFERENCE

DRAWING

10.22 24" CMP - DAYLIGHT OUTLET DITCH ~110' DT-04

10.36 RD 4314O - RECONSTRUCT PER DETAIL DT-03

10.47 18" CMP - REMOVE AND INSTALL NEW 18" x 50' CMP (RAISE INLET 12")

ADD 5 CY RIPRAP @ OUTLET

DT-04

DT-05 / DT-06

10.47 RD 4162 G - RECONSTRUCT PER DETAIL DT-03

10.55 INSTALL NEW 18" x 60' CMP & 5 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

10.59 RD 51 - RECONSTRUCT PER DETAIL DT-03

10.66 RD 4162 I - RECONSTRUCT PER DETAIL DT-03

10.87 24" CMP - REPAIR INLET DT-04

11.14 CURVE 13 - WIDEN ROAD 480.5' @ RADIUS 210 DT03

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

/15

/25

:1 2 S

\77

1 P

\1.

-D

W G;

(R3)

SOUTHWEST REGION

NSFR 141

REPAVEMENT

GILA NATIONAL FOREST

RESERVE DISTRICT

SITE PLAN

MILE POST 7.73 TO 11.70

04/14/2020

H. ALLSUP

G. MILLER

GA-05

06 19

CONTOUR INTERVAL = 40'

SITE PLAN MP 7.73 - 11.70 SCALE: 1"=80'

NOTE:

CURVE NUMBER -

SEE SHEET (DT-03) FOR

CURVES SUBJECT TO

CURVE WIDENING

#11

CATTLEGUARD

4042 R

#12 4162 F

MP-10.0

7310 ft.

POSSIBLE STOCKPILE SITE

4314 O 4162 G

4162 I

MP-11.0

7358 ft.

#13

179 924

141 B

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DRAWING

11.74 CURVE 14 - WIDEN ROAD 385.4' @ RADIUS 180 DT-03

11.75 36" CMP - INSTALL 22.5 DEGREE ELBOW, PLACE 5 CY RIPRAP @ INLET DT-04

DT-05 / DT-06

11.80 POSSIBLE EXCESS ROCK STORAGE LEFT & RIGHT -

11.93 CURVE 15 - WIDEN ROAD 353.8' @ RADIUS 167 DT-03

12.01 18" CMP - DAYLIGHT OUTLET DITCH DT-04

12.05 CURVE 16 - WIDEN ROAD 374.9' @ RADIUS 158 DT-03

12.13 RD 141 C - RECONSTRUCT PER DETAIL DT-03

12.32 RD 526 - RECONSTRUCT PER DETAIL DT-03

13.01 RD 626 - RECONSTRUCT PER DETAIL DT-03

13.05 CURVE 17 - WIDEN ROAD 327.4' @ RADIUS 152 DT-03

13.06 104" X 75" CMP(ARCH) - RIPRAP INLET AND OUTLET PER DETAIL DT-02 / DT-04 /

DT-05 / DT-06

13.08 RD 4163 Y - RECONSTRUCT PER DETAIL DT-03

13.11 24" CMP - CLEAN OUTLET DT-04

13.15 RD 179 - RECONSTRUCT PER DETAIL DT-03

13.17 18" CMP - DAYLIGHT OUTLET DITCH DRAIN INTO INLET CMP UNDER

RD 179 DT-04

13.21 EXISTING CATTLEGUARD -

13.25 30" CMP - REMOVE EXISTING 3' EXTENTION AND EXTEND 10' @

OUTLET

DT-04

DT-05 / DT-06

13.34 CURVE 18 - WIDEN ROAD 411.8' @ RADIUS 225 DT-03

13.37 18" CMP - CLEAN INLET, VERIFY PIPE IS OPEN DT-04

13.43 CURVE 19 - WIDEN ROAD 306.2' @ RADIUS 158 DT-03

13.47 POSSIBLE EXCESS ROCK STORAGE RIGHT -

13.62 18" CMP - REMOVE 2' AT INLET AND INSTALL 4' EXTENSION @ INLET DT-04

DT-05 / DT-06

13.73 18" CMP - REPAIR INLET DT-04

14.06 RD 924 - RECONSTRUCT PER DETAIL DT-03

14.15 18" CMP - CLEAN INLET DT-04

14.25 30" CMP - CLEAR OUTLET DITCH AND ARMOR WITH 5 CY RIPRAP @

OUTLET

DT-04

DT-05 / DT-06

FOREST ROAD 141 SCHEDULE OF TASKS

MILEPOST TASK DESCRIPTION REFERENCE

DRAWING

14.52 18" CMP - CLEAN INLET DT-04

14.68 CURVE 20 - WIDEN ROAD 343.2' @ RADIUS 152 DT-03

14.77 LARGE SIZE RIPRAP SOURCE ADJACENT TO ROADWAY -

15.07 18" CMP - CLEAN INLET DT-04

15.36 18" CMP - PLACE 5 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

15.51 18" CMP - REPAIR INLET, REMOVE TREE AT OUTLET DT-04

15.55

18" CMP - REPAIR INLET, REMOVE 3' AND BAND ON 3' (CONTRUCT

DITCH DIKE)

DT-04

DT-05 / DT-06

15.58 RD 4164 V - RECONSTRUCT PER DETAIL DT-03

15.75 18" CMP - REMOVE BRUSH AT OUTLET DT-04

15.85 48" CMP - PLACE 5 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

15.85 CURVE 21 - WIDEN ROAD 380.16' @ RADIUS 169 DT-03

15.89 RD 4163 F - RECONSTRUCT PER DETAIL DT-03

16.16

INSTALL 24" X 50' CMP (20' PAST PHONE PULLBOX) ADD 5 CY RIPRAP

@ OUTLET

DT-04

DT-05 / DT-06

16.19 SITE 1 - WIDEN SUBRADE FOR 200' SEE DETAIL DT-02

16.21 CURVE 22 - WIDEN ROAD 422.4' @ RADIUS 154 DT-03

16.22 48" CMP - PLACE 30 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

16.28 24" CMP - PLACE 10 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

16.35 24" CMP - PLACE 30 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

16.40 INSTALL 24"X50' CMP (20' PAST PHONE PULLBOX) & 5CY RIPRAP DT-04

DT-05 / DT-06 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

/15

/25

:1 2 S

\77

1 P

\1.

-D

W G;

(R3)

SOUTHWEST REGION

NSFR 141

REPAVEMENT

GILA NATIONAL FOREST

RESERVE DISTRICT

SITE PLAN

MILE POST 11.70 TO 16.51

04/14/2020

H. ALLSUP

G. MILLER

GA-06

07 19

CONTOUR INTERVAL = 40'

SITE PLAN MP 11.70 - 16.51 SCALE: 1"=80'

NOTE:

CURVE NUMBER -

SEE SHEET (DT-03) FOR

CURVES SUBJECT TO

CURVE WIDENING

#14 POSSIBLE EXCESS

ROCK STORAGE

MP-12.0

7320 ft.

#15 526

#16 MP-13.0

7239 ft.

141 C

9244163 Y

#17

CATTLEGUARD

#18

POSSIBLE EXCESS

ROCK STORAGE

#19

MP-14.0

7420 ft.

LARGE RIP RAP SOURCE

#20

MP-15.0

7509 ft.

4164 V

4163 F

#21

MP-16.0

7426 ft.

SITE #1

#22

#23

MP17.0

7422 ft.182

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DRAWING

16.51 18" CMP - INSTALL DITCH DIKE DT-04

DT-05 / DT-06

16.52 RD 182 - RECONSTRUCT PER DETAIL DT-03

16.62 RD 633 - RECONSTRUCT PER DETAIL DT-03

16.70 CURVE 23 - WIDEN ROAD 385.4' @ RADIUS 195 DT-03

16.85 18" CMP - PLACE 10 CY @ OUTLET DT-04

DT-05 / DT-06

17.00 CURVE 24 - WIDEN ROAD 433.0' @ RADIUS 148 DT-03

17.04 RD 4164 X - RECONSTRUCT PER DETAIL DT-03

17.07 18" CMP - PLACE 5 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

17.14 18" CMP - PLACE 5 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

17.18 CURVE 25 - WIDEN ROAD 332.6' @ RADIUS 152 DT-03

17.21 18" CMP - PLACE 5 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

17.32 18" CMP - REPAIR INLET & PLACE 5 CY RIPRAP @ OUTLET DT-04

DT-05 / DT-06

17.40 CURVE 26 - WIDEN ROAD 533.3' @ RADIUS 216 DT-03

17.70 CURVE 27 - WIDEN ROAD 279.8' @ RADIUS 153 DT-03

17.75 POSSIBLE EXCESS ROCK STORAGE RIGHT -

18.00 CURVE 28 - WIDEN ROAD 295.7' @ RADIUS 155 DT-03

18.04 30" CMP - INSTALL 22.5 DEGREE ELBOW AND 5 CY RIPRAP @ INLET DT-04

DT-05 / DT-06

18.05 CURVE 29 - WIDEN ROAD 322.1' @ RADIUS 155 DT-03

18.20 CURVE 30 - WIDEN ROAD 316.8' @ RADIUS 160 DT-03

18.41 18" CMP - REPAIR INLET DT-04

18.46 RD 4313 J - RECONSTRUCT PER DETAIL DT-03

FOREST ROAD 141 SCHEDULE OF TASKS

MILEPOST TASK DESCRIPTION REFERENCE

DRAWING

18.50 RIPRAP SOURCE OFF FILL SLOPE -

18.77 INSTALL CLOSURE GATE DT-07 / DT-08

18.78 RD 153 - RECONSTRUCT PER DETAIL DT-03

18.81 END OF PROJECT(END OF PULVERIZATION) -

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

/15

/25

:1 2 S

\77

1 P

\1.

-D

W G;

(R3)

SOUTHWEST REGION

NSFR 141

REPAVEMENT

GILA NATIONAL FOREST

RESERVE DISTRICT

SITE PLAN

MILE POST 16.51 TO 19

04/14/2020

H. ALLSUP

G. MILLER

GA-07

08 19

CONTOUR INTERVAL = 40'

SITE PLAN MP 16.51 - 19 SCALE: 1"=80'

NOTE:

CURVE NUMBER -

SEE SHEET (DT-03) FOR

CURVES SUBJECT TO

CURVE WIDENING

CONTINUE ON FR 141 APPROX 3.4 MILES

TO "RAINY MESA" FOR RIP RAP SOURCE

AND SUB-EXCAVATION DISPOSAL SITE

((NFSR 4043 G0

4163 F

4164 V

#24

4164 X

#25

POSSIBLE EXCESS

ROCK STORAGE

#26 #27

MP-18.0

7518 ft.

#29

#28

RIP RAP SOURCE

#30 4313 J

MP-18.81

(END OF PROJECT)

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TYPICAL SHOULDER CONDITIONS:

TYPICAL SURFACE AND SHOULDER CONDITIONS:

MILE POST 1.0

TYPICAL CULVERT CONDITIONS:

MILE POST 2.0 MILE POST 3.0 MILE POST 6.0

MILE POST 8.0 MILE POST 9.0

MILE POST 1.32 MILE POST 3.73 MILE POST 4.06 MILE POST 4.71

NOTES:

1. PICTURES REPRESENT TYPICAL CONDITIONS AND ARE NOT

MEANT TO PROVIDE SITE SPECIFIC DETAIL FOR EACH TASK

2. CULVERT INLETS/OUTLETS SHALL BE RESHAPED TO RESTORE

POSITIVE DRAINAGE. THIS WORK SHALL BE CONSIDERED AN

INCIDENTAL COST TO 30301. SEE NOTE 11 SHEET DT-01 FOR

ADDITIONAL DETAIL.

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

/15

/25

:1 2 S

\77

1 P

\1.

-D

W G;

(R3)

SOUTHWEST REGION

NSFR 141

REPAVEMENT

GILA NATIONAL FOREST

RESERVE DISTRICT

SITE CONDITIONS MILE

POST 0 TO 9.47

04/14/2020

H. ALLSUP

G. MILLER

GA-08

09 19

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TYPICAL SURFACE AND SHOULDER CONDITIONS:

MILE POST 12.0

NOTES:

1. PICTURES REPRESENT TYPICAL CONDITIONS AND ARE NOT

MEANT TO PROVIDE SITE SPECIFIC DETAIL FOR EACH TASK

2. CULVERT TYPICAL CONDITIONS, SHEET GA-09, REMAIN

CONSISTENT FOR ENTIRE PROJECT

MILE POST 13.0 MILE POST 14.0 MILE POST 15.0

MILE POST 16.0 MILE POST 17.0 MILE POST 18.0

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

/15

/25

:1 2 S

\77

1 P

\1.

-D

W G;

(R3)

SOUTHWEST REGION

NSFR 141

REPAVEMENT

GILA NATIONAL FOREST

RESERVE DISTRICT

SITE CONDITIONS MILE

POST 9.47 TO 18.81

04/14/2020

H. ALLSUP

G. MILLER

GA-09

10 19

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NOTES:

1. EXISTING CUTS AND FILLS SHALL BE MAINTAINED AS IS UNLESS SHOWN ON THE DRAWINGS. REVIEW SUPPLEMENTAL SPECIFICATIONS IN CONJUNCTION WITH THE FP14. EXISTING ROADWAY TEMPLATES SHALL BE MAINTAINED AS CROWN, INSLOPE OR

OUTSLOPE AND RESHAPED TO 3% (NOT ALL TEMPLATE DETAILS ARE SHOWN ON DT-01). TRANSITIONS BETWEEN TEMPLATES SHALL BE GRADUAL. TRANSITIONS SHALL BENOT LESS THAN 50' IN LENGTH. THE 22' SUBGRADE WIDTH (TOP OF PULVERIZED SURFACE) MAY NOT BE

ACHIEVED IN SOME NARROW AREAS. CONTRACTOR SHALL NOTIFY CO FOR RESOLUTION

2. A PHONE LINE EXISTS THE ENTIRE LENGTH OF PROJECT, ALL EXCAVATION SHALL REQUIRE BLUE STAKE COORDINATION.

3. A CONSTRUCTION SCHEDULE AND A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED 30 DAYS PRIOR TO THE START OF

CONSTRUCTION ACTIVITIES.

4. 15250 CONSTRUCTION STAKING TO CONTROL WORK SHALL INCLUDE OFFSET STAKES TO CONTROL CENTERLINE BOTH VERTICALY AND HORIZONTALLY. OFFSET REFERENCE STAKES SHALL NOT EXCEED 100' UNLESS APPROVED BY THE CO OFFSET REFERENCE SHALL INCLUDE AN RP STAKE AND HUB LOCATED ON THE UPHILL SIDE OF ROADWAY WITH AN ACCURACY OF .16' VERTICAL AND .16' HORIZONTALLY. THE UPHILL DITCH POINT SHALL BE USED AS SUBGRADE WIDTH CONTROL AND ROAD

CENTERLINE AS ELEVATION CONTROL.

5. 20103 BRUSHING AND CLEARING SHALL CONSIST OF THE REMOVAL OF TREES AND LIMBS WITHIN 5' OF EDGE OF PAVEMENT OR AS SPECIFIED. BRUSH REMOVAL SHALL BE PERFORMED FOR THE ENTIRE DITCH LINE TO ENSURE UNIMPEDED FLOW. ROADSIDE BRUSH REMOVAL SHALL BE PERFORMED TO ENSURE PROPER SIGHT DISTANCE. AND OBSTRUCTION REMOVAL WITHIN 5' OF EDGE OF PAVEMENT OR AS OTHERWISE SPECIFIED BY THE CO. DISPOSAL SHALL BE LOP AND SCATTER ON EXISTING FILL SLOPES. LIMBS, TRUNKS AND BRANCHES GREATER THAN 6" SHALL BE CUT INTO 18" LENGTHS AND STACKED ALONG ROADWAY AS APPROVED BY CO

6. 20302 CULVERTS REMOVED SHALL BE DISPOSED OF OFF PROJECT PER 203.05.(a).

7. 20450A ROADWAY SUB EXCAVATION SHALL BE PER DETAIL ON SHEET DT-03 AT LOCATIONS DISCOVERED DURING COMPACTION OF PULVERIZED BST AND AS APPROVED BY CO. THIS WORK SHALL INCLUDE REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL AND PLACEMENT OF BASE AGGREGATE. COMPACTION PER 204.11(a) ALL COSTS ASSOCIATED WITH WORK SHALL BE INCLUDED IN PAY ITEM

20450A INCLUDING AGGREGATE BASE .

7A. 20450B SUBEXCAVATION WITH GEOGRID SHALL BE PER DETAIL ON SHEET DT-03. ALL COSTS ASSOCIATED WITH WORK SHALL BE

INCLUDED IN PAY ITEM 20450B INCLUDING GEOGRID.

8. 25101 ALL RIPRAP SHALL BE FROM EXISTING STOCKPILES, DITCH CLEANING AND OR ADJACENT TO ROADWAY AS DESIGNATED ON PLANS.

CLASS 2 AND CLASS 6 ARE INTENDED TO BE A SIZE RANGE FOR THE RIPRAP GRADATION TO PROVIDE A STABLE SURFACE THAT IS WELL GRADED. CLASS 6 IS INTENDED FOR EROSION PROTECTION AND LARGER ROCKS FOR FOUNDATION ARE ACCEPTABLE.

9. 30104 4" AGGREGATE BASE COURSE (ABC) COMPACTION METHOD D (FSSS 301), SIMILAR TO GRADING D (SEE FSSS 703).

10. 30116 4" SURFACE COURSE COMPACTION METHOD D (FSSS 301 AND FSSS 703). SEE ADDITIVE OPTIONS #1 THROUGH #7

11. 30301 PRIOR TO CLEANING DITCHES REMOVE ALL LOOSE ROCK AND DEBRIS FROM SLOPES THAT MAY IMPACT DITCH FLOW. ALL DITCHES SHALL BE CLEANED OF DEBRIS, LIMBS AND ROCK. DITCHES, DITCH DIKES AND CULVERT INLETS/OUTLETS SHALL BE RESHAPED TO RESTORE POSITIVE DRAINAGE. ALL ROCK EXCAVATED FROM DITCHES GREATER THAN 6" SHALL BE STOCKPILED AT LOCATIONS IDENTIFIED ON THE PLANS OR APPROVED BY CO. ROCK WILL BE USED AS RIPRAP AS DESCRIBED IN NOTE 8, ABOVE. UNSUITABLE MATERIAL INCLUDING EXISTING BERMS SHALL BE REMOVED AND SIDECAST ON EXISTING SLOPES. THIS WORK SHALL BE CONSIDERED AN INCIDENTAL COST TO 30301.

12. 30450 PULVERIZE TOP 6", RESHAPE TEMPLATE AND COMPACT PER 304.07(a) METHOD 1. UNSUITABLE MATERIALS TO BE SIDECAST ON SLOPES, INCLUDING ANY EXISTING BERMS. IF CLAYS ARE ENCOUNTERED DURING PULVERIZATION, NOTIFY CO TO DECREASE DEPTH TO PREVENT CONTAMINATION OF AGGREGATE BASE BELOW EXISTING CHIP SEAL OR TO REMEDY PER NOTE NUMBER 7 ABOVE.

13. 40301 3" ASPHALT CONCRETE, TYPE II , 12" MAXIMUM AGGREGATE SIZE, PG 64-22 BINDER

14. 40702 CHIP SEAL 1C, WITH CRS-2P (0.42 GAL/SY OR AS APPROVED BY THE CO)(SEE ADDITIVE OPTION ITEM)

15. 60201 ALL PIPES SHALL BE INSTALLED AT A SLOPE EQUAL TO OR GREATER THAN THE EXISTING DITCH LINE BUT IN NO CASE LESS THAN 2%.

PIPE SKEW PER CULVERT SCHEDULE OR AS APPROVED BY CO CULVERT EXTENSIONS SHALL MATCH SLOPE

OF EXISTING CULVERT SEE DT-04, DT-05, DT-06.

16. 60708 CULVERTS SHALL BE CLEANED OF DEBRIS, LIMBS AND ROCKS. CULVERTS AT MP 4.06, 6.06, 6.16, & 7.73 (DT-04) SHALL BE CLEANED BY PRESSURE FLUSHING OR OTHER APPROVED METHOD TO RESTORE CULVERT FLOW CAPACITY.

17. 61902 INSTALL 28' DOUBLE SWING GATE (DT-07 / DT-08) TO MANAGE TRAFFIC DURING CONSTRUCTION. GATES SHALL BE INSTALLED AT

LOCATIONS DESIGNATED ON THE PLANS OR AS DIRECTED BY CO

18. 61903 CATTLE GUARDS MUST BE STEEL FOUNDATION WITH 3 EACH 7.5' GRIDS (22.5' OVERALL) PER INSTALLATION, MEET HS-20 LOADING RATING ACCORDING TO AASHTO, LOAD AND RESISTANCE FACTOR DESIGN (LRFD) BRIDGE DESIGN SPECIFICATIONS, AND INCLUDE WINGS EQUIVALENT TO THOSE MANUFACTURED BY W.W. CATTLE GUARDS & PRECAST IN LAKESIDE AZ. PRECAST CONCRETE CATTLE GUARDS WILL NOT BE ACCEPTED. FINISHED GRADE OF CATTLE GUARD WILL MEET NEW FINISHED GRADE OF ROAD. CATTLE GUARD INSTALLATION SHALL INCLUDE REMOVAL AND DISPOSAL OF EXISTING CATTLE GUARD PER 203.05(a). ATTACHMENT TO EXISTING GATE POSTS AND WIRE SHALL BE CONSIDERED AN INDIRECT COST TO INSTALLATION OF NEW CATTLE GUARD. TYPE 2 OBJECT MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH MUTCD AND EM-7100-15 SIGN AND POSTER GUIDELINES FOR FOREST SERVICE. ALL ASSOCIATED WORK WILL BE

INCLUDED IN 61903.

19. 63301 INSTALLATION OF SIGN SYSTEM (87 EACH) SHALL INCLUDE BREAK-AWAY POSTS, BREAK-AWAY HARDWARE AND 1 OR 2 SIGN PLACARD(S) PER SIGN SCHEDULE (SEE SHEET DT-09) IN ACCORDANCE WITH THE MUTCD AND EM-7100-15 SIGN AND POSTER GUIDELINES

FOR FOREST SERVICE.

20. 63311 POSTS AND SIGNS REMOVED FROM ROADWAY BECOME THE PROPERTY OF THE CONTRACTOR AND ARE TO BE REMOVED FROM

PROJECT.

21. 63402 EDGE PAVEMENT MARKINGS SHALL BE PLACED AT THE EDGE OF 3% SLOPE. PAVEMENT MARKINGS SHALL BE CUT OFF AT INTERSECTIONS DESIGNATED BY CO SO THAT NO EDGE LINE SHOWS THROUGH THE INTERSECTION.

22. STAGING AREA EXTENTS SHALL BE LIMITED TO PREDISTURBED GROUND UNLESS OTHERWISE AUTHORIZED BY CO.

LIM

EXISTING

SLOPE

SEE ASPHALT

EDGE DETAIL

( DT-01 )

LIM

SEE ASPHALT

EDGE DETAIL

( DT-01 )

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

/15

/25

:1 4 S

\77

1 P

\1.

-D

W G;

(R3)

SOUTHWEST REGION

NSFR 141

REPAVEMENT

GILA NATIONAL FOREST

RESERVE DISTRICT

TYPICAL ROAD

CROSS SECTION

11/24/2020

H. ALLSUP

G. MILLER

DT-01

11 19

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%%UTYPICAL TWO-LANE 3%%% CROWNED PAVED ROAD SECTION

AutoCAD SHX Text 3:1

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3% SLOPE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

3% SLOPE

AutoCAD SHX Text

3"ASPHALT CONCRETE

AutoCAD SHX Text

4"ABC

AutoCAD SHX Text SHOULDER UP WITH AGGREGATE BASE AFTER PLACEMENT OF 3" ASPHALT CONCRETE, SHAPE AND COMPACT AS NECESSARY FOR DRAINAGE AND APPEARANCE. (BOTH SIDES OF ROAD)

AutoCAD SHX Text

%%UASPHALT EDGE DETAIL

AutoCAD SHX Text 6"PULVERIZATION RESHAPE SURFACE 304.07(a) COMPACTION METHOD 1 (SEE NOTE 12, SHEET DT-01)

AutoCAD SHX Text

%%UTYPICAL TWO-LANE 3%%% OUTSLOPED/INSLOPED PAVED ROAD SECTION

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%%USCALE:= N.T.S.

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%%USCALE:= N.T.S.

AutoCAD SHX Text REMOVE ALL LOOSE ROCK AND DEBRIS THAT MAY IMPACT DITCH FLOW FROM ALL CUT SLOPES A MINIMUM OF 12' FROM INVERT OF DRAIN LINE.

AutoCAD SHX Text REMOVE ALL LOOSE ROCK, BRUSH AND DEBRIS THAT MAY IMPACT DITCH FLOW FROM ALL CUT SLOPES A MINIMUM OF 12' FROM INVERT OF DRAIN LINE.

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%%UTYPICAL TWO-LANE 3%%% CROWNED AGGREGATE ROAD SECTION

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4"AGGREGATE SURFACING

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EXISTING

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%%USCALE:= N.T.S.

AutoCAD SHX Text REMOVE ALL LOOSE ROCK AND DEBRIS THAT MAY IMPACT DITCH FLOW FROM ALL CUT SLOPES A MINIMUM OF 12' FROM INVERT OF DRAIN LINE.

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EXISTING CHIP SEAL

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EXISTING CHIP SEAL

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%%UAGGREGATE ROADWAY BEGINS @ MILEPOST 9.47

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63402 PAVEMENT MARKINGS (BOTH SIDES OF ROAD)

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ROADWAY SUBEXCAVATION SEE DETAIL SHEET DT-03

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4"ABC

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3"ASPHALT CONCRETE

AutoCAD SHX Text INSTALL GEOGRID MP 1.6 TO 2.87 PER DETAIL SHEET DT-03, 12' EACH SIDE OF CENTERLINE

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ROADWAY SUBEXCAVATION SEE DETAIL SHEET DT-03

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AutoCAD SHX Text INSTALL GEOGRID MP 1.6 TO 2.87 PER DETAIL SHEET DT-03, 12' EACH SIDE OF CENTERLINE

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%%U(SEE ADDITIVE OPTIONS #1 THROUGH #7)

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10' 3'

58" X 36" CMP

MP 4.42 - CULVERT RIP RAP OUTLET

NOTES:

1. EXCAVATE MATERIAL AROUND CULVERT INLET

2. PLACE RIP RAP AS SHOWN, 30 CY.

3. RIP RAP AVAILABLE AT MP 14.77 AND 18.45.

4. 50 % OF ROCK SHALL BE 2' - 4' MINIMUM. SIMILAR TO

CLASS 6 RIP RAP. NOTE 8 (DT-01)

5. CONTRACTOR SHALL UTILIZE ONSITE ROCK FOR RIP RAP.

GRADATION CALLOUTS ARE FOR TARGET SIZES ONLY.

6. RESHAPE SLOPE AND RE-CONTOUR TEMPORARY ACCESS

DT-02

20'

NOTES:

1. EXCAVATE MATERIAL AROUND CULVERT INLET AND

OUTLET. PLACE RIP RAP AS SHOWN, 60 CY.

2. RIP RAP AVAILABLE AT MP 14.77 AND 18.45.

3. 50 % OF ROCK SHALL BE 2' - 4' MINIMUM. SIMILAR TO

CLASS 6 RIP RAP. NOTE 8 ( DT-01 )

4. CONTRACTOR SHALL UTILIZE ONSITE ROCK FOR RIP RAP.

GRADATION CALLOUTS ARE FOR TARGET SIZES ONLY.

INLET

NO SPLASH APRON

OUTLET

14' X 20' SPLASH APRON

MP 13.06 - CULVERT RIP RAP INLET / OUTLET

DT-O2

NOTES:

1. PULVERIZE 6", EXCAVATE AND USE 80 CY TO WIDEN 5' AND COMPACT IN 6" LIFTS PER 204.11(a).

2. PLACE 80 CY OF BASE AGGREGATE OVER EXCAVATED MATERIAL TO COMPLETE SUBGRADE

WIDENING TO 22'. (SEE AGGREGATE ROADWAY CROSS SECTION SHEET DT-01)

3. TRANSITION GRADE AND WIDTH APPROX. 50' AT BEGINNING AND ENDING POINTS.

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

/15

/25

:1 4 S

\77

1 P

\1.

-D

W G;

(R3)

SOUTHWEST REGION

NSFR 141

REPAVEMENT

GILA NATIONAL FOREST

RESERVE DISTRICT

ROAD DETAILS

11/24/2020

H. ALLSUP

G. MILLER

DT-02

12 19SITE 1 MP 16.19 WIDEN APPROX. 200'

SCALE: NTS

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EDGE OF ROADWAY

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TEMPORARY ACCESS ON SLOPE

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EDGE OF ROADWAY

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ROADWAY

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%%UCULVERT RIP RAP PLAN

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%%UCULVERT OUTLET PROFILE

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NEW EDGE OF ROADWAY

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SPLASH APRON APPROX 50 FT2

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MATCH EDGE OF ROADWAY

AutoCAD SHX Text WASTE EXCESS MATERIAL FROM DITCH CLEANING AND SUBGRADE EXCAVATION TO ALIGN TOP EDGE OF FILLSLOPE WITH ROADWAY BEFORE & AFTER CULVERT

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%%USECTION 2

AutoCAD SHX Text WASTE EXCESS MATERIAL FROM DITCH CLEANING AND SUBGRADE EXCAVATION TO ALIGN TOP EDGE OF FILLSLOPE WITH ROADWAY BEFORE & AFTER CULVERT

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EXISTING STREAMBED

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ROADWAY

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%%UCULVERT PLAN

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%%UCULVERT INLET PROFILE

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INSTALL NEW 24" X 50' CMP MP 16.16

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EXISTING 48" CULVERT MP 16.22

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BEGIN SUBGRADE WIDENING (MARKED ON ROADWAY) BY CO

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ERODED SHOULDER

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END SUBGRADE WIDENING (MARKED ON ROADWAY) BY CO

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%%UPLAN VIEW

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ERODED SHOULDER AND DITCH

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EXISTING CHIP SEAL

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SHIFT DITCH LINE

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PULVERIZE 6"

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%%USECTION 1

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NOTES:

1. ALL TRANSITIONS SHALL BE 40' EACH SIDE OF CURVE WIDENING LENGTH SHOWN IN TABLE BELOW

2. CURVE WIDENING SHALL BE 2' MINIMUM OR AS STAKED

3. BEGINNING MP TO BE STAKED BY CO.

4. CURVES LISTED IN CURVE WIDENING TABLE ARE SUBJECT TO CHANGE BASED ON FIELD VERIFICATION

THAT ADDITIONAL 2' ROADWAY WIDTH ALREADY EXISTS OR WILL BE ACHIEVED DURING

PULVERIZATION OPERATIONS

5. PAYMENT FOR CURVE WIDENING IS INCLUDED IN PAY ITEMS 30450 (ALL CURVES), 30104 & 40201

(CURVES #1 - #11), 30116 ADDITIVE OPTIONS (CURVES #12 - #30)

6. CURVES #1, #2 & #3 TO RECIEVE GEOGRID PAY ITEM 20450B (MP 1.6 TO 2.87) SHEET DT-01/DT-03

VARIABLE RADII

(SEE CURVE WIDENING TABLE)

ROADWAY

RECONDITIONING

(SECTION 303)

INTERSECTING ROAD TO RECIEVE

4" AGGREGATE SURFACING

(SEE INTERSECTIONS TABLE)3

DT-O3

CURVE WIDENING TABLE

CURVE # BEGINNING

RADIUS

(FT)

LENGTH OF

2' WIDTH

(FT)

1 1.605 140 316.80 2 2.298 172 327.36 3 2.628 159 311.52 4 3.063 158 385.44 5 3.819 194 232.32 6 5.870 149 422.40 7 6.787 140 427.68 8 7.127 142 300.96 9 7.751 141 364.32

10 8.733 149 491.04 11 9.256 168 390.72 12 9.874 143 332.64 13 11.139 210 480.48 14 11.740 180 385.44 15 11.930 167 353.76 16 12.051 158 374.88 17 13.053 152 327.36 18 13.343 225 411.84 19 13.425 158 306.24 20 14.680 152 343.20 21 15.850 169 380.16 22 16.207 154 422.40 23 16.699 195 385.44 24 17.000 148 432.96 25 17.183 152 332.64 26 17.399 216 533.28 27 17.704 153 279.84 28 17.990 155 295.68 29 18.047 155 322.08 30 18.202 160 316.80

INTERSECTIONS TABLE

INTERSECTION # MILE POST INTERSECTION

WITH FR 141

EST QTY (TONS)

1 0.70 B043 11 2 5.92 4042 Q 11 3 6.27 4041 Z 11 4 6.58 4041 W 11 5 9.46 4042 R 11 6 10.00 141 B 11 7 10.03 4162 F 11 8 10.36 4314 O 11 9 10.47 4162 G 11

10 10.59 51 11 11 10.66 4162 I 11 12 12.13 141 C 11 13 12.32 526 11 14 13.01 626 11 15 13.08 4163 Y 11 16 13.15 179 11 17 14.06 924 11 18 15.58 4164 V 11 19 15.89 4163 F 11 20 16.52 182 11 21 16.62 633 11 22 17.04 4164 X 11 23 18.46 4313 J 11 24 18.78 153 11

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

/15

/25

:1 4 S

\77

1 P

\1.

-D

W G;

(R3)

SOUTHWEST REGION

NSFR 141

REPAVEMENT

GILA NATIONAL FOREST

RESERVE DISTRICT

ROAD DETAILS 2

11/24/2020

H. ALLSUP

G. MILLER

DT-03

13 19

SCALE: NTS

INTERSECTIONS

SCALE: NTS

ROADWAY SUBEXCAVATION DETAIL

CURVE WIDENING

SCALE: NTS

SUBEXCAVATION WITH GEOGRID DETAIL

NOTES:

1. INTERSECTIONS #1 THROUGH #24 ARE INCLUDED IN

30116 OPTIONAL ITEMS

2. INTERSECTION WORK ASSOCIATED WITH ROADWAY

RECONDITIONING (SECTION 303) IS AN INDIRECT COST

TO 30116 PAY ITEMS

3. APRON DIMENSIONS MAY BE ADJUSTED BY COR TO FIT

FIELD CONDITIONS.

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NFSR141

AutoCAD SHX Text REMOVE 6" PULVERIZED MATERIAL AND BACKFILL WITH AGGREGATE BASE IN ACCORDANCE WITH SECTION 204.11(a) SEE NOTE 7 (DT-01)

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EXISTING CHIP SEAL

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VARIABLE

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3% SLOPE

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EXISTING

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SLOPE

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VARIES

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3% SLOPE

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3"ASPHALT CONCRETE

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4"ABC

AutoCAD SHX Text 6"PULVERIZATION RESHAPE SURFACE 304.07(a) COMPACTION METHOD 1 (SEE NOTE 12, SHEET DT-01)

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EXISTING

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SLOPE

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EXISTING CHIP SEAL

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TENSAR BX1200 GEOGRID

AutoCAD SHX Text NOTES: 1. PULVERIZE 6" PULVERIZE 6" 2. WINDROW 6" PULVERIZED MATERIAL WINDROW 6" PULVERIZED MATERIAL 3. INSTALL TENSAR BX1200 GEOGRID PER INSTALL TENSAR BX1200 GEOGRID PER MANUFACTURERS RECOMENDATIONS AND FP-14 SECTION 207 4. RE-ESTABLISH TEMPLATE BY PLACING RE-ESTABLISH TEMPLATE BY PLACING WINDROW MATERIAL ON GEOGRID 5. COMPACT PER 204.11(a) COMPACT PER 204.11(a)

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(OR APPROVED EQUAL)

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SEE NOTE 7A (DT-01)

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4"AGGREGATE SURFACING

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AutoCAD SHX Text RECONDITION EXISTING ROADWAY PER SECTION 303 (INDIRECT COST TO 301) PRIOR TO APPLYLING AGGREGATE SURFACING

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SECTION 3

PLAN

CULVERT QUANTITY SUMMARY

DESIGN ALLOWABLE

ALTERNATIVES

S K

E W

# RIP RAP

C H

C A

T C

H B

A S

REMARKS

MILEPOST

LENGTH

(FEET)

STEEL 2'-2/3" X 12" CLASS II CLASS VI

SIZE (IN) THICKNESS (IN)

0.84 60 24 .064 5 - - - INSTALL 24' X 60' CMP, 5CY RIPRAP @ OUTLET

0.99 24 EXISTING 24" CULVERT - CUT INSPECTION OPENING IN DOWNSPOUT

1.08 - 24 30 - - - 24" CMP - ADD 30 CY RIPRAP TO ERODING FILL SLOPE

1.16 - 24 10 - - - 24" CMP - PLACE 10 CY RIPRAP @ OUTLET

1.24 - 24 - - - - 24" CMP - INSTALL 22.5 DEGREE ELBOW @ INLET

1.39 - 24 - - - - 24" CMP - REPAIR INLET

1.69 - 66 X 40 20 - - - ADD 20 CY RIPRAP IN DITCHLINE - ABOVE CULVERT

1.98 - 24 - - - - 24" CMP - REPAIR INLET

2.10 - 18 - - - - 18" CMP - REPAIR INLET

2.44 - 24 20 - - - 24" CMP - PLACE 20 CY RIPRAP @ OUTLET

2.56 10 18 .064 - - - - 18" CMP - EXTEND 10'

2.90 - 18 10 - - - 18" CMP - PLACE 10 CY RIPRAP @ OUTLET

3.39 10 18 .064 - - - - 18" CMP - EXTEND OUTLET 10'

3.51 - 24 - - X - 24" CMP - REMOVE TREE @ INLET, REBUILD DITCH DIKE

3.54 10 24 .064 - - - - 24"CMP - REPAIR INLET, EXTEND OUTLET 10'

4.05 10 36 .064 - - - - 36" CMP - EXTEND OUTLET 10'

4.06 10 36 .064 10 - - - 36" CMP - EXTEND 10' (PRESSURE FLUSH) RIPRAP 10CY @ OUTLET

4.08 10 30 .064 - - - - 30" CMP - EXTEND OUTLET 10'

4.42 - 58 x 36 - 30 - - 57" x 38" CMP(ARCH) - RIPRAP OUTLET PER DETAIL (DT02)

4.47 - 24 - - X - 24" CMP - REBUILD DITCH DIKE

4.58 10 24 .064 - - X - 24"CMP - EXTEND OUTLET 10' & INSTALL DITCH DIKE

4.69 - 24 - - - - 24"CMP - REPAIR INLET

4.71 10 24 .064 - - - - 24"CMP - CLEAN INLET & OUTLET, EXTEND OUTLET 10'

4.72 10 24 .064 - - - - 24" CMP - EXTEND OUTLET 10'

4.90 10 24 .064 10 - - - 24" CMP - REPAIR INLET, EXTEND OUTLET 10', RIPRAP 10 CY @ OUTLET

5.06 - 108 x 72 20 - - 112" X 75" CMP(ARCH) - RIPRAP 20 CY @ OUTLET

5.15 4 & 6 24 .064 - - - 24" CMP - EXTEND INLET 4' AND OUTLET 6'

5.27 - 24 5 - - - 24" CMP - RIPRAP 5 CY @ OUTLET

5.40 - 30 10 - - - 30" CMP - RIPRAP 10 CY @ OUTLET

6.00 70 24 .064 5 - - - INSTALL 24 X 70' CMP & 5CY RIPRAP @ OUTLET

6.06 70* 24 .064 5 - - -

18" CMP - CUT OPENING AT TOP OF DOWNSPOUT TO INSPECT FOR

BLOCKAGE AND PRESSURE FLUSH - IF NOT SALVAGEABLE, CUT 3' OFF

INLET AND ABANDON IN PLACE; INSTALL 24" X 70' CMP ~20' DOWN

STATION W / 5 CY RIPRAP AT OUTLET

6.16 70* 24 .064 5 - - -

18" CMP - PRESSURE FLUSH TO REMOVE BLOCKAGE - IF NOT

SALVAGEABLE, CUT 3' OFF INLET & ABANDON IN-PLACE;

INSTALL 24" X 70' ~80' BELOW CULVERT W / 5 CY RIPRAP

6.30 - 24 - - X - 24" CMP - RESHAPE DITCH DIKE

6.45 - 30 5 - - - 30" CMP - PLACE 5 CY RIPRAP @ OUTLET

7.31 4 18 .064 - - - - 18" CMP - DAMAGED INLET - CUT/REPLACE 4'

7.58 4 18 .064 - - - - 18" CMP - DAMAGED INLET - CUT/REPLACE 4'

CULVERT QUANTITY SUMMARY

DESIGN ALLOWABLE

ALTERNATIVES

S K

E W

# RIP RAP

C H

C A

T C

H B

A S

REMARKS

MILEPOST

LENGTH

(FEET)

STEEL 2'-2/3" X 12" CLASS II CLASS VI

SIZE (IN) THICKNESS (IN)

7.73 60* 24 .064 5 - - - 18" CMP - PLUGGED; PRESSURE FLUSH TO REMOVE BLOCKAGE; IF

NOT SALVAGEABLE REPLACE W/ 24" X 60' CMP & 5 CY RIPRAP

7.86 - 18 - - - - 18" CMP - REPAIR INLET

8.17 - 18 5 - - - 18" CMP - RIPRAP 5 CY @ OUTLET

8.96 10 18 .064 - - - - 18" CMP - EXTEND OUTLET 10'

9.06 - 18 - - - - 18" CMP - REPAIR INLET

9.70 - 18 10 - - X 18" CMP - PLACE 10 CY RIPRAP AROUND CATCH BASIN

9.89 - 24 5 - - - 24" CMP - PLACE 5 CY @ OUTLET

9.93 - 24 5 - - - 24" CMP - PLACE 5 CY @ OUTLET

10.09 - 24 5 - - - 24" CMP - PLACE 5 CY @ OUTLET

10.17 - 24 - - - - 24" CMP - REPAIR INLET

10.22 24 24" CMP - DAYLIGHT OUTLET DITCH ~110'

10.47 50 18 .064 5 - - - 18" CMP - REMOVE AND INSTALL NEW 18" x 50' CMP (RAISE INLET 12")

ADD 5 CY RIPRAP @ OUTLET

10.55 60 18 .064 5 - - - INSTALL NEW 18" x 60' CMP & 5 CY RIPRAP

10.87 - 24 - - - - 24" CMP - REPAIR INLET

11.75 - 36 5 - - - 36" CMP - INSTALL 22.5 DEGREE ELBOW, PLACE 5 CY RIPRAP@INLET

12.01 18 18" CMP - DAYLIGHT OUTLET DITCH

13.06 - 104 x 75 60 - - 104" X 75" CMP(ARCH) - RIPRAP INLET AND OUTLET PER DETAIL (DT-02)

13.17 18 18" CMP - DAYLIGHT OUTLET DITCH DRAIN INTO INLET CMP UNDER RD

13.25 10 30 .064 - - - - 30" CMP - REMOVE EXISTING 3' EXTENTION AND EXTEND OUTLET 10'

13.37 18 18" CMP - CLEAN INLET, VERIFY PIPE IS OPEN

13.62 4 18 .064 - - - - 18" CMP - REMOVE 2' AT INLET AND INSTALL 4' EXTENSION @ INLET

13.73 - 18 - - - - 18" CMP - REPAIR INLET

14.25 - 30 5 - - - 30" CMP - CLEAR OUTLET DITCH AND ARMOR WITH 5 CY RIPRAP

15.36 - 18 5 - - - 18" CMP - PLACE 5 CY @ OUTLET

15.51 - 18 - - - - 18" CMP - REPAIR INLET, REMOVE TREE AT OUTLET

15.55 3 18 .064 - - X -

18" CMP - REPAIR INLET, REMOVE 3' AND BAND ON 3' (CONSTRUCT

DITCH DIKE)

15.85 - 48 .064 5 - - - 48" CMP - PLACE 5 CY RIPRAP @ OUTLET

16.16 50 24 .064 5 - - - INSTALL 24" X 50' CMP (20' PAST PHONE PULLBOX) & 5 CY RIPRAP @

OUTLET

16.22 - 48 - 30 - - 48" CMP - PLACE 30 CY RIPRAP @ OUTLET

16.28 - 24 10 - - - 24" CMP - PLACE 10 CY RIPRAP @ OUTLET

16.35 - 24 30 - - - 24" CMP - PLACE 30 CY RIPRAP @ OUTLET

16.40 50 24 .064 5 - - - INSTALL 24"X50' CMP (20' PAST PHONE PULLBOX) & 5 CY RIPRAP

16.51 - 18 - - X - 18" CMP - INSTALL DITCH DIKE

16.85 - 18 10 - - - 18" CMP - PLACE 10 CY @ OUTLET

17.07 - 18 5 - - - 18" CMP - PLACE 5 CY RIPRAP @ OUTLET

17.14 - 18 5 - - - 18" CMP - PLACE 5 CY RIPRAP @ OUTLET

17.21 - 18 5 - - - 18" CMP - PLACE 5 CY RIPRAP @ OUTLET

17.32 - 18 5 - - - 18" CMP - REPAIR INLET & PLACE 5 CY RIPRAP @ OUTLET

18.04 - 30 5 - - - 30" CMP - INSTALL 22.5 DEGREE BEND AND 5 CY RIPRAP@ INLET

18.41 - 18 - - - - 18" CMP - REPAIR INLET

1. SEE REMARKS COLUMN ABOVE FOR SPECIFIC WORK IDENTIFIED DURING INSPECTION OF CULVERTS. ALL CULVERTS

(APPROXIMATELY 176) SHALL BE SUBJECT TO THE FOLLOWING WORK ( IF NEEDED ):

A. CLEAN BARREL FROM INLET TO OUTLET OF DIRT, ROCK AND DEBRIS

B. INSURE DITCH DIKE HAS SUFFICIENT FREE BOARD DT-05 ( DITCH RELIEF PIPE ONLY )

C. INSURE CATCH BASIN MEETS DIMENSIONAL REQUIREMENT DT-05 ( DITCH RELIEF PIPE ONLY ) D. ALL INLETS AND OUTLETS ARE CLEAR OF VEGETATION. ( TREES, BRUSH, GRASS, ETC ) INCLUDING DEAD TREES AND LIMBS E. ALL DITCH INVERTS LEADING INTO AND AWAY FROM CULVERTS ARE AT OR JUST BELOW CULVERT INVERT TO MAXIMIZE

FLOW TO AND THROUGH CULVERTS

2. CONTRACTOR SHALL UTILIZE ONSITE ROCK FOR RIP RAP. GRADATION CALLOUTS ARE FOR TARGET SIZES ONLY.

SEE NOTE 8 ON DT-01 FOR RIPRAP DESCRIPTION. APPROXIMATELY 300 CY CLASS 2 AND 140 CY CLASS 6

3. ALL NEW CULVERTS AND SKEW TO BE STAKED ON THE GROUND BY CO. BID SCHEDULE INCLUDES 5 NEW INSTALLATIONS

(24" DIA. X 70' CULVERTS) AT LOCATIONS DIRECTED BY CO. LENGTHS SHALL BE VERIFIED BEFORE ORDERING

4. BANDS SHALL BE ANNULAR ON ALL NEW PIPE. DIMPLE BANDS ARE ACCEPTABLE FOR EXTENSIONS.

5. REPAIRING INLETS (60710) SHALL…

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