2015-06-08_BENTONITE_RD_DWGS_REV_1.pdf

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

2015 BENTONITE ROAD REHABILITATION

VALLEY COUNTY

GLASGOW FIELD OFFICE

DRAWING INDEX

VICINITY MAP SHEET DESCRIPTION CAD DRAWING

1 TITLE SHEET MT02000_16531Q_BENTONITE ROA0-01

2 SITE MAP MT02000_ 16531Q_BENTONITE ROA0-02

3 CULVERT SITE 1 MT02000_165310_8ENTONITE ROA0-03

4 CULVERT SITE 2 MT02000_16531Q_BENTONITE ROA0-04

GLASGOW 5 CULVERT SITE 3 & 4 MT02000_165310_8ENTONITE ROA0-05

6 CULVERT SITE 5 & 6 MT02000_16531Q_BENTONITE ROA0-06

7 CULVERT SITE 7 & 8 MT02000_ 16531Q_BENTONITE ROA0-07

8 CULVERT SITE 9 & 10 MT02000_165310_8ENTONITE ROA0-08

9 CULVERT SITE 11 & 12 MT02000_16531Q_BENTONITE ROA0-09

10 CULVERT SITE 13 & 14 MT02000_16531Q_BENTONITE ROA0-1 0

BENTONITE ROAD l

COUNTY SECTION @

11 CULVERT SITE 15 & 16 MT02000_165310_8ENTONITE ROA0-11

12 CULVERT SITE 17 & 18 MT02000_16531Q_BENTONITE ROA0-12

13 CULVERT SITE 19/ CULVERT PROFILE/ ROAD PROFILE MT02000_165310_8ENTONITE ROA0-13

PROJECT SITE SEE\ l . GI.U!jOW

SHEET 2 FOR DETAILS \ '

J

• 14 CULVERT PROFILES MT02000_16531Q_ BENTONITE ROA0-14

15 CULVERT INSTALLATION DETAILS MT02000_16531Q_BENTONITE ROA0-15

16 CULVERT INSTALLATION DETAILS MT02000_16531Q_BENTONITE ROA0-16

17 FENCE RELOCATION PLAN MT02000.:_165310_8ENTONITE ROA0-17

18 FENCING DETAIL MT02000_16531Q_BENTONITE ROA0-18

19 FENCING DETAIL MT02000_16531Q_BENTONITE ROA0-19

20 CATTLE GUARD INSTALLATION DETAILS MT02000_165310_8ENTONITE ROA0-20

21 CATTLE GUARD INSTALLATION DETAILS MT02000_ 16531Q_BENTONITE ROA0-21

STATE REFERENCE MAP VICINI1Y MAP

NOTE: THIS DRAWING SET IS SCALED TO BE PRINTED ON

11" X 17" SHEETS. PRINTING ON OTHER SIZE SHEETS

WILL RESULT IN THE SCALES NOT BEING ACCURATE

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Standard Construction Notes for the Bentonite Road Project

1. Inlet and outlet inverts will be staked by the government. The standard for installation shall not exceed +0.1' or -0.2' of staked elevations.

2. All culverts shall be installed in a straight horizontal and vertical alignment. 0.1' or more of misalignment will be considered a failed installation and the contractor will be required to reinstall the culvert.

3. Deformation of the pipe during installation that exceeds manufactures installation standards will be considered a failed installation and the contractor will be required to reinstall that culvert or purchase an new culvert and correctly reinstall it if the culvert is damaged.

4. Follow all OSHA regulations that pertain to working in excavations.

5. Embankments and fills shall be compacted to a min. of 90% dry density or as approved by the Contracting Officer.

.,------ (CULVERT 4 SITE 1) NEW 36" HOPE CULVERT SEE CULVERT

SCHEDULE (INSTALL AS PER STAKED IN THE FIELD)

.,-------- (CULVERT 3 SITE 1) NEW 36" HOPE CULVERT SEE CULVERT

SCHEDULE (INSTALL AS PER STAKED IN THE FIELD)

,------- (CULVERT 2 SITE 1) NEW 48" HOPE CULVERT SEE CULVERT

EDULE (INSTALL AS PER STAKED IN THE FIELD)

,--------(CULVERT 1 SITE 1)

SCHEDULE (INSTALL AS PER

..------- RAISE CROSSHATCHED AREA 2.0' (CONTRACTING OFFICER WILL

STAKE EXACT LOCATION OF BORROW MATERIAL, ESTIMATED

QUANTITY 3022 CUYD, APPROXIMATE BORROW LOCATION

SHOWN ON SHEET

Standard Construction Specifications Continued for the Bentonite Road Project

CULVERT SITE 1

6. Frozen soil used to backfill the excavation will not be permitted. It is the contractors burden to prove at the Contracting Officer request that the material used in excavations is not frozen or contains frost of any kind.

SCALE 1" = 50.0'

0 50 100

SEE SHEET 14 OF 21 FOR PIPE PROFILES

7. Excavations left overnight need to be protected from frost or freezing. The bottom and walls of an excavation that are allowed to freeze will not be approved for culvert installation.

8. If the bottom of the excavation is saturated or structurally impaired, the CO will direct remedial action before the installation of the culvert.

9. Embankment materials will be approved by the Contracting Officer. Haul distances will not exceed 5280 feet from the locations of the embankment.

10. The roadway shall be graded smooth at the conclusion of the culvert installation. Crown the road surface with a 2% crown where ever embankment was added for 50' either side of a single culvert installation.

11. The area where the culverts are installed shall be finished graded to match the Typical Road Cross Section found on sht. 13 of 21

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(CULVERT 1 SITE 3) NEW 24" HOPE CULVERT SEE CULVERT SCHEDULE

(INSTALL AS STAKED IN THE FIELD)

ST;,\ 106+04.90

18 Diameter Culvert n

CULVERT SITE 3

CULVERT OUTLET INVERT

2308.8

SCALE 1'' = 20.0'

10 20 40

CULVERT INLET INVERT 2310.6

TIPICAI. FINISHED ROAD PROFllE

2300~--~----~--~~~~----~----~----~--_. ____ _ -40 -30 -20 -10 0 10 20 30 40

CROSS SECTION CULVERT SITE 3

SCAL£ 1" : 20'-0"

SEE CULVERT SCHEDULE

STA 144+89.36

18" Diameter Culvert

CULVERT SITE 4

SCALE 1" = 20.0'

0 10 20 40

CULVERT OUTLET INVERT 2312.0 CULVERT INLET INVERT 2314.0

TIPICAI. FINISHED ROAD PROFllf=

2300~--~----~----~----~--~----_. ____ ~ ____ ._ __ ___

-40 -30 -20 -10 0 10 20

CROSS SECTION CULVERT SITE 4

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(INSTALL AS STAKED IN THE FIELD)

CULVERT SITE 5

SCALE 1" = 20.0'

----0 10

CULVERT OUTLET INVERT

2314.4

20 40

CULVERT INLET INVERT 2315.2

TIPICAL FINISHED ROAD PROFILE

EXISllNG VERT B..EVA ONS:

EXISllN INLET INVER 2316.38 EXISllN OUTLET IN T 2315.47

2300L---~----~----~----~----~--~----~----~----

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CROSS SECTION CULVERT SITE 5

SCAI.£ 1" ; 20'-0"

(u.TE 6) NEW:i;,• HOPE CULVERT SEE CULVERT

(INS AS STAKED IN THE FIELD)

CULVERT SITE 6

SCALE 1" = 20.0'

0 10 20

CULVERT OUTLET INVERT 2311.8

CULVERT INLET INVERT 2311.9

TIPICAL FINISHED ROAD PROFILE =

EXISllNG LVERT B..EVA ONS:

EXISllN INLET INVER 2314.53 EXISllN OUTLET IN T 2311 .96

2300~--~----~----~--~----~----~--~----~-----

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CROSS SECTION CULVERT SITE 6

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24" DIAMETER HDPE CULVERT

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AS STAKED IN THE FIELD)

VERT SEE CULVERT SCHEDULE

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3' Diarn

CULVERT SITE 7

SCALE 1'' = 20.0'

0 10 20

CULVERT OUn.ET INVERT 2307.5

CULVERT INLET INVERT 2308.8

TYPICAL FINISHED ROAD PROFll.E

FlU. SECllON

EXISllNG LVERT ELEVA ONS:

• EXISllN INLET INVER 2311.12

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CROSS SECTION CULVERT SITE 7

SCALE 1" ; 20' -0"

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{INSTALL AS STAKED IN THE FIELD)

STA 216+45.83

2' Diameter Culvert

AISE THE ROAD SURFACE 2.0' ALONG A 150' STRETCH OF ROADWAY.

EXACT LOCATION TO BE STAKED IN FIELD.(CONTRACTING OFFICER WILL

STAKE EXACT LOCATIOttiOF BORROW MATERIAL, ESTlMAITD QUANTITY 755 CUYD, APPROXIMATE B~RROW LOCA TlON SHOWN ON SHE~T 2)

CULVERT SITE 8

SCALE 1" = 20.0'

10 20 40

CULVERT INLET INVERT 2310.8

TYPICAL FINISHED ROAD PROFll.E

2300~--_.----~--~~~~~~~----_.----~----~-----

-40 -30 -20 -10 0 10 20 30 40

CROSS SECTION CULVERT SITE 8

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CULVERT SITE 9

SCALE 1" = 20.0'

CUL~T OUTI.£T IN~T

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10 20 40

CUL~T INI£T IN~T 2.304.8

TYPICAL FINISHED ROAD PROFit£

2290~----~--~----~----~----~----~----~-----------

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CROSS SECTION CULVERT SITE 9 CULVERT 1

SCALE 1" : 20'-0"

NOTE: SEE CROSS SECTION ON

SHEET 14 FOR FOR CULVERTS 2, AND

3 ON PIPE SITE 9

STA 231+79.64

60" Diameter Culvert

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SCALE 1" = 20.0'

0 10 20 40

CUL~T OUTILT INVERT 2307.0 CUL~T INI£T IN~T 2307.9

TYPICAL FINISHED ROAD PROFit£ 232

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-40 -30 -20 -10 0 10 20 30 40

CROSS SECTION CULVERT SITE 10

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60" Diameter Culvert

CULVERT SITE 11

SCALE 1" = 20.0'

0 10 20 40

NOTE: SEE CROSS SECllON ON

SHEET 13

..-----(CULVERT 1 SITE 12) NEW 48" HOPE CULVERT SEE CULVERT SCHEDULE

(INSTALL AS STAKED IN THE FIELD)

CULVERT SITE 12

SCALE 1" = 20.0'

0 10

CUL 'IERT OUTLET IN'IERT 2362.0 .

20 40

CUL'IERT INLET IN'IERT 2363.0

T'tPICAL FINISHED ROAD PROFILE

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CROSS SECllON CULVERT SITE 12

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INSTALL AS STAKED IN THE FIELD)

CULVERT SITE 13

SCALE 1" = 20.0'

0 10

CULVffiT OlffiET INVffiT 2379.4

20 40

CULVffiT INLET INVffiT 2379.4 CUT SECliON

TYPICAL FINISHED ROAD PROFILE

2370~--_.----~----~--~----~----~--~----~-----

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CROSS SECTION CULVERT SITE 13

SCALE 1" ; 20'-0"

CUT SECll

24" HOPE CULVERT SEE CULVERT SCHEDULE

FIELD)

CULVERT SITE 14

SCALE 1" = 20.0'

0 10

CULVffiT OUTLET INVffiT 2377.8

20 40

CULVffiT INLET INVffiT 2380.3=

TYPICAL FINISHED ROAD PROFILE

FlU. SECliON s

2370~--~----~----~--~-----L----~--~-----L----

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CROSS SECTION CULVERT SITE 14

SCALE 1" ; 2rl-o•

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(INSTALL AS STAKED IN THE FIELD)

STA 416+04.43

5' Diameter Culvert

CULVERT SITE 15

SCALE 1'' = 20.0'

0 10 20 40

CULVERT INLET INVERT 2393.8

TYPICAl FINISHED ROAD PROFit£

FILL SECliON

2380L----L----L---~----~--~~---L----~--~----

-40 -30 -20 -10 0 10 20

CROSS SECTION CULVERT SITE 15

SCALE 1" ; 2.0'-0"

30 40

~--(CULVERT 1 SITE 16) NEW 18" HOPE CULVERT SEE CU~ T SC

(INSTALL AS STAKED IN THE FIELD)

STA 432+29.89

1.5' Diameter Culvert

CULVERT SITE 16

SCALE 1" = 20.0' ----0 10 20 40

CULVERT OUTLET INVERT 2410.8 CULVERT INLET INVERT 2411.0

TYPICAl FINISHED ROAD PROFII£

2400L---~----~----L---~----~~~~~~----~----

-40 -30 -20 -10 0 10 20

CROSS SECTION CULVERT SITE 16

SCALE 1" ; 2.0'-0"

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(INSTALL AS STAKED IN THE FIELD)

CULVERT SITE 17

0 10 20 40

CUL'IffiT INLET IN'IffiT 2426.8

TYPICAL FINISHED ROAD PROFILE

2420~--4---+--~--+---~-~---+----~

El<ISliNG L'lffiT a.EVA ONS:

El<ISliN INLET IN'Iffi 2426.77 El<ISliN OUTLET IN T 2426.11

2410~--~----~----~--~----~----~--~----~-----

-40 -30 -20 -10 0 10 20

CROSS SECTION CULVERT SITE 17

SCALE 1" ; 20'-0"

30 40

/~--(CULVERT 1 SITE 18) NEW 48" HOPE CULVERT SEE CULVERT SCHEDULE

___/ (INSTALL AS STAKED IN THE FIELD)

STA 459+00.62

4' Diameter Culvert

CULVERT SITE 18

CUL'IffiT OUTLET IN'IffiT 2414.51

SCALE 1" = 20.0'

10 20 40

CUL'IffiT INLET IN'IffiT 2415.0

TIPIGAL FINISHED ROAD PROFILE

2400~--~----~----~----~----~--~----~----~-----

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CROSS SECTION CULVERT SITE 18

SCALE 1• ; 20'-0"

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CULVERT SITE 19

SCALE 1" = 20.0'

CUL~T OUTLET IN~T 2496.3 CUL~T INLET IN~T 2498.1

FILL SECllON (TYPICAL)

EXISllNG L~T ELEVA ONS:

EXISllN INLET IN~ 2498.11 EXISllN OU1lLET IN T 2498.81

2480L_ __ _L ____ L_ __ ~----~----~~~----~--~----- -40 -30 -20 -10 0 10 20 30

CROSS SECTION CULVERT SITE 19

SCALE 1" ; 20'-0"

CUL~T INLET IN~T 2313.1

TYPICAL FINISHED ROAD PROFTL.E

2300L_ __ _L ____ L_ __ _L ____ L_ __ _L ____ L_ __ _L ____ ~---

-40 -30 -20 -10 0 10 20 30 40

CROSS SECTION CULVERT SITE 11

SCALE 1" ; 20'-0"

10~---4----~----+---~-----r----+-----r---

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NOTES:

SDE S1lf'E IS TIP! CAL 2:1 UNLESS SPECIFIED BY CONTRAC11NG OfFlCER

SlOE S..OPE AT CULYERTS Vf1U. BE OETERirltiED BY lHE IN'vt:RT OF PPE AND ElEVA"nOH OF ROAD SURFACE AT lHE EDGE OF 11£ RUNNING SI.WAC£.

lHE RUNNING OR -~ SURFACE IS TO BE 30' TO IIAllli ElQSTING. lHE CONTRAC11NG OfFlCER IIAY CHANCE 1HE rolH TO A SlolfD' TRA~ '"IRFACE AT lHEI~ otSCREllON. I I

-30 -20 -10 0 10 20 30

TYPICAL ROAD CROSS SECTION

SCALE 1" ; 20'-0"

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EXISTING CU >,g~T ELEVA 5:

EXISTING INLET INVERT 2317.05

• EXISTING OUTLET IN T 2316.04

ELEV 2317.6

CIJL>,g~T OUTLET IN>,g~T 2312..4 CULVERT INLET IN>,g~T 2312..6 ;;;?'

TYPICAL FINISHED ROAD PROFILE

2300~ __ _. ____ ~ ____ ._ __ ~----~----~--~~--~----2300~--~----~----~--~----~----~--~----~---

-40 -30 -20 -10 0 10 20 30 40 -40

CROSS SECTION CULVERT SITE 1 PIPE 1

SCALE 1" ; 20'-0"

CUL>,g~T INLET IN>,g!T 2315.2

TYPICAL FINISHED ROAD PROFILE

EXISTIN

EXI

-30 -20 -10 0 10 20 30 40

CROSS SECTION CULVERT SITE 2 PIPE 1

SCALE 1" ; 20'-0"

EXIS11NG >,g~T ElEVA ONS:

EXIS11N INLET IN>,g~ 2312..14

NOTES:

&E SHEET 3 FOR PLAN .,EW

CIJL>,g~T IN>,g~TS TO BE STAKED IN lHE FIElD ROAD SURFACE TO BE STAKED IN lHE FIElD

CULVERT OUTLET IN>,g!T 2310.4

CUT SEC110N

(TYPICAL)

CIJL>,g!T INLET I~T 2310.4

TYPICAL FINISHED ROAD PROFI

23006===~====d6====~==~====~====~==~====~==---

-40

-2330

-30 -20 -10 0 10 20 30

CROSS SECTION CULVERT SITE 2 PIPE 6

SCALE 1" ; 20'-0"

NOTES:

&E SHEET 3 FOR PLAN .,EW

CUL>,g~T IN>,g~TS TO BE STAKED IN lHE FIElD ROAD SURFACE TO BE STAKED IN 1HE FIElD

CULVERT INLET IN>,g~T 2310.0

2300~----~------~--~~~~~~----~--~EXI~~~~~~~23~16~·~4---- 2300~----~------~----~------~------~----~--~EXI~STI~N~OU~TLET~I~N~T~23~1~1.6~8 2300 ~----~------~----~------~------~----~------~------~------ -40 -30

-20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 -40

CROSS SECTION CULVERT SITE 1 PIPE 2 CROSS SECTION CULVERT SITE 2 PIPE 2

SCALE 1" ; 20'-0"

CIJL>,g~T INLET I~T 2318.4

TYPICAL FINISHED ROAD PROFILE

= CUL>,g~T OUTLET IN>,g~T 2310.0

SCALE 1" ; 20'-0"

NOTES:

&E SHEET 3 FOR PLAN .,EW

CULVERT IN>,g!TS TO BE STAKED IN 1HE FIElD

ROAD SURFACE TO BE STAKED IN

1HE FIElD

CUL>,g~T INLET IN>,g!T 2310.0

TYPICAL FINISHED ROAD PROFILE

CUT SEC11

(TYPICAL)

STING CUL T ELEVA110N : EXISTING L>,g!T ELEVA ONS:

EXIS11NG IN IN>,g~T 2318.45 EXISTIN INLET INVER 2310.49

-2320

-2310

-30 -20 -10 0 10 20 30 40

CROSS SECTION CULVERT SITE 2 PIPE 7

SCALE 1" ; 20'-0"

CUL>,g~T INLET INVERT 2304.8 rtPlCAL FINISHED ROAD PROFILE

FILL SEC110N (TYPICAL) -

2300 ~----~------_.------~------~------._------~EXI--S11_N_G~_TLET ___ IN_>,g~ __ T._23_17_.o_1 __ 2300L-----~-------L------~------L-------L-----~----EXI--STI_N~OU--TLET---IN-L_T_2_3-11_.o_1 2290~--~~--~----~----~----~--~----_. ________ ___

-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40

CROSS SECTION CULVERT SITE 1 PIPE 3

SCALE 1" ; 20'-0"

233 TYPICAL FINISHED ROAD PROFILE

317.54

2300~----~----~~----~----~------~----~------~----~-31_~_34 __

-40 -30 -20 -10 0 10 20 30 40

CROSS SECTION CULVERT SITE 1 PIPE 4

SCALE 1" ; 20'-0"

CUTSEC11

(rtPlCAL)

CROSS SECTION CULVERT SITE 2 PIPE 3

SCALE 1" ; 20'-0"

CULVERT INLET INVERT 2310.4

TYPICAL FINISHED ROAD PROFILE

EXISTING CU >,g~T ELEVA11 5:

EXISTING INLET IN>,g~T 2311.43

•2320

• 2310

CROSS SECTION CULVERT SITE 9 PIPE 2

SCALE 1" ; 20'-0"

CUL >,g~T OUTLET IN>,g~T 2303.4

CUL>,g~T INLET IN>,g~T 2304.8

TYPICAL FINISHED ROAD PROFILE

EXISTING CU VERT ELEVA11 5:

EXIS11NG INLET IN>,g!T 2306.62

EXISTING OUTLET IN 2306.34

EXISTING OUTLET IN T 2311.13

2300~--~----_.----~----._----~--~----_.----~----2290~--~----~----~----~----~--~----~-----------

-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40

CROSS SECTION CULVERT SITE 2 PIPE 4 & 5 CROSS SECTION CULVERT SITE 9 PIPE 2

SCALE 1" ; 20' -0" SCALE 1" ; 20'-0"

z iii a:

THINK SAFETY CALL BEFORE DIGGING 1-800-424-5555 SHEET 1± OF

f

FINISHED ROAD SURF ACE

MINIMUM COVER!

SEEL±I

6" TO 12" ABOVE _/ i

FINAL BACKFILL

PIPE CROWN

INITIAL BACKFILL

SPRING LINE

4" FOR 18" TO 24" DIA PIPE

6" FOR 30" TO 60" DIA PIPE

-----+----HAUNCH

y ~~g~~~~g~~~~~~~i~~~~~~~~~~~rt--- BEDDING

SUITABLE FOUNDATION

SINGLE BARREL CULVERT INSTALLATION DETAILS

NOTES

1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD

PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER

GRAVITY FLOW APPLICATIONS", LATEST ADDITION

2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL

MATERIAL, WHEN REQUIRED.MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING

CONDITIONS

3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE

TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED

BY THE ENGINEER. AS ANALTERNATIVE AND AT THE DISCRETION OF THE CONTRACTING OFFICER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.

4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR Ill. THE CONTRACTOR SHALL PROVIDE

DOCUMENTATION FOR MATERIAL SPECIFICATION TO CONTRACTING OFFICER. UNLESS OTHERWISE

NOTED BY THE CONTRACTING OFFICER, MINIMUM BEDDING THICKNESS SHALL BE 4" FOR 18"-24"; 6"

FOR 30"-60".

5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR Ill IN THE PIPE ZONE EXTENDING.

NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION

FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN

ASTM D2321, LATEST EDITION.

6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE

AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE

REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO

48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE

TO BOTTOM OF FINISHED ROAD SURFACE.

NOTE SOME DETAILS AND NOTES ARE OBTAINED FROM THE ADS CORP.

AASHTO Sec 30 TRENCH

WIDTH TABLE

CULVERT MIN TRENCH

ID INCHES WIDTH INCHES

18" 0 44"

24" 0 53"

36" 0 73"

48" 0 93"

60" 0 113"

MINIMUM RECOMMENDED COVER BASED ON LOADING CONDillONS

PIPE DIA.

18" TO 48"

54" TO so·

SURFACE UVE LOADING CONDillON

H-25

12"

24"

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THINK SAFETY CALL BEFORE DIGGING 1-800-424-5555 SHEET~ OF

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MINIMUM

COVER SEE I

CHAr -t---

6" TO 12" ABOVE 7T

PIPE CROWN

SPRING LINE

4" FOR 18" TO 24" DIA PIPE

6" FOR 30" TO 60" DIA PIPE

MULTIPLE BARREL CULVERT INSTALLATION DETAILS

NOTES

1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321 , "STANDARD

PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER

GRAVITY FLOW APPLICATIONS", LATEST ADDITION

2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL

MATERIAL, WHEN REQUIRED.MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING

CONDITIONS

3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE

TO A DEPTH REQUIRED BY THE CONTRACTING OFFICER AND REPLACE WITH SUITABLE MATERIAL AS

SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE CONTRACTING

OFFICER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.

4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR Ill. THE CONTRACTOR SHALL PROVIDE

DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY

THE CONTRACTING OFFICER, MINIMUM BEDDING THICKNESS SHALL BE 4" FOR 18"-24"; 6" FOR

30"-60".

5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR JiliN THE PIPE ZONE EXTENDING

NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION

FOR MATERIAL SPECIFICATION TO CONTRACTING OFFICER. MATERIAL SHALL BE INSTALLED AS

REQUIRED IN ASTM D2321 , LATEST EDITION.

6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE

AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE

REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO

48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE

TO BOTTOM OF FINISHED ROAD SURFACE.

NOTE SOME DETAILS AND NOTES ARE OBTAINED FROM THE ADS CORP.

FINISHED ROAD SURF ACE

A ASH TO TRENCH WIDTH TABLE

CULVERT MIN X INCHES MIN S INCHES

FINAL BACK FILL ID IN CHES SIDE WALL SEPARATION

18" (/J 44" 12"

24" (/J 53" 12"

INITIAL BACKFILL 36" (/J 73" 18"

48" (/J 93" 24"

60" (/J 113" 30"

SUITABLE FOUND ATION

MINIMUM RECOMMENDED COVER BASED ON LOADING CONDillONS

PIPE DIA.

18" TO 48"

54" TO 60"

SURFACE LIVE LOADING CONDillON

H-25

12"

24"

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SHEET 1.6.. OF 21

SECTION 10 FENCE RELOCATION

SCALE 1" : 7 50. 0'

THIS FENCE IS LOCATED IN SECTION 10 T27N R36E

0 375 750 1500 2250

LEGEND AND SCHEDULE OF ITEMS

SYMBOL ITEM EST. QTY

4 WIRE FENCE 226 RODS

0 5 POST CORNER 1 EA

<J END PANEL 8 EA

D STRESS PANEL 6 EA

4 WIRE GATE 3 EA _......._

" 'I.Y" FENCE TO BE REMOVED 222 RODS

v DRAINAGE CROSSING 68 RODS

POSTS 0 DRG CROSSING 72 EA

NOTE:

• ALL THE NEW FENCE ON THIS SHEET WILL BE 4

STRAND BARBED WIRE.

• ADDITIONAL STRUCTURES ARE ACCOUNTED

FOR IN THIS TABLE TO ADDRESS BOTH CATTLE

GUARDS

• SECTION 9 CATTLE GUARD WILL REQUIRE 2

STRESS PANELS, 1 END PANEL AND A GATE.

• SECTION 12 CATTLE GUARD WILL REQUIRE 3

STRESS PANELS AND A GATE

• 72 WOOD POSTS ARE REQUIRED AT DRAINAGE

CROSSING BECAUSE ONE POST IS REQUIRED

FOR EACH ROD, PULSE THERE ARE 4

ADDITIONAL POSTS REQUIRED TO BEGIN EACH

OF THE 4 SEPARATE CROSSINGS.

• FENCING MATERIALS ARE ESTIMATED

QUANTITIES AND ARE SUBJECT TO CHANGE

DUE TO FIELD CONDITIONS.

6'-6" Min .

STRESS PANEL

I

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SHEET 12 OF 21

l -

--·--"NI

~--t-

' 1'---- C\1

I C\1

Panel post spacing 16' -6" c.c.

Twisted wire stay t 2"Min.--r

~-Smooth wire loop (see 4' -3" wood stays specifications for gauge)

WIRE GATE

NOTES:

r-

7'

Mec hanical gate closer

7"

-Smoot h wire loop or steel strap pecifications for gauge) (see s

1. The opening end of gate shall be provided with smooth wire loop at bottom of end stay as is common practice for fastening wire gap gates or as modified for gates with mechanical gate closers.

2. Construct an end or stress panel on each side of gate.

L ------------4------ L L-

I

LJJ

~- 3_ ..21_ _:1_ ~ ------------------H--

S M rt' D t 'I e 01 r-

I

V" I I I I

6'-6"Min.~

LINE PANELS

I I , I I

6'-6" Min . ~

END PANEL

M u-steel hne post

MORTISE DETAIL

ALWAYS THINK SAFETY

NOTES:

5-POST

CORNER PANEL

1. Number of wires, type of wire, and wire spacing same as shall be set 6 inches deeper than line posts.

for fence. Posts

2. Use spikes at junctures and mortise 1" deep at junctures of posts and braces.

3. Maximum spacing between posts shall be 8' -3" c. c.

BARBED WIRE FENCE, 4 WIRES

4 Wire Fence - Steel Posts Wire Location Dimension in Inches:

E: 8inches D: 12inches C: 6inches 8: 6inches A: 16 inches

Line post spacing (L) _ Length wood posts (H 1) _ Length steel posts (H2) _

16'-6" 7'-0" 5'-6"

4 Wire Fence - Wood Set Posts Wire Location Dimensions in Inches:

E: 8inches D: 12inches C: 6inches 8: 6inches A: 16 inches

Depth wood posts in ground (h1) _ 3'-0" Depth steel posts in ground {h2) _ 1 '-6" Line posts all steel.

4-Wire type - All barbed except bottom wire is smooth and no wire stays.

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SHEET 18. OF 21

End main fence line as shown an the drawing.

on both sides of crossing. c End panels, stress panels ar comers are a separate

0--- Beginning of separate panel for fence-drainage crossing.

bid item.

2 strands (min.) of ( 9-gauge galv. wire wire as required

16'-6" C. C. max. 16'-6" Or bank to bank width C. C. Max.

DRAINAGE CROSSING DETAIL

NTS

NDTEI

1. Staple wire on downstream side of channel posts.

2. All wood posts shall be set 2' -6" deep.

3. Length of wood posts = 7'- 0".

4. Five post comer may be substituted for an end panel when conditions warrant.

THINK SAFETY CALL BEFORE DIGGING 1-800-424-5555

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SHEET 1.a. OF 21

DETAIL C

COLD-FORMED STRUCTURAL

STEEL TUBING, ASTI.4 A500,

GRADE B, MIN. TS3" x 2" x 0.1875" (76 x 51 x 5 mm)

A

DETAIL D

(CROSS SECTION OF RAIL)

I

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Fi

0 w ~ a..

(/l

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Cl z ~ a..

'E E

I()

Jl.z"x 2"M.B • (13 x 51 mm

FRONT VIEW ANGLE-IRON END WING ~ECTION Y-Y

WELDING SYMBOLS

LEGEND:

+-i - FlUET WELD

BOTH SIDES

NOTES:

ANCHOR cup

DETAIL F MODIFICATION FOR WILD HORSES

1. DESIGN LOADING OF GRID CONFORMS TO MSHTO H-20-44.

2. PROVIDE 4 - 2" x 1/4" (51 mm x 6 mm) TORQUE BARS ON GRIDS WITHOUT CLEANOUT, FULL LENGTH, SPACED AS SHOWN, & WELDED WITH 3/16" (5 mm) FILLET WELDS TO TOP OF AS SHOWN, RAILS AS REQUIRED AND AS DESCRIBED IN THE SPECIFICATIONS. SEE DETAIL E.

3. END PLATE FLUSH WITH, AND WELDED TO, RAILS EXCEPT CLEANOUT PANEL

4. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS FOLLOWING THE ENGUSH UNITS.

FOLLOWING THE ENGUSH UNITS.

CATTLE GUARD DETAILS

WELDING SYMBOLS LEGEND:

--v---! - FILLET WELD THIS SIDE

~ / - FILLET WELD BOTH SIDES

~- FILLET WELD ALL AROUND

NTS

NOTES:

1. WING SHALL BE FASTENED TO SEPARATE WOOD FENCE POST, 6" 91 x 6' -0"

(152 x 1829 mm) LONG WITH 2'-0" (610 mm) IN THE GROUND.

2. THE SHEEP FENCE MAY BE INSTALLED WITH CATTLE GUARD WINGS USING 6" x 6" (152 x 152 mm) WOVEN WIRE FENCING OR ACCORDING TO SPECIFICATION SECTION

02824 - WIRE FENCES AND GATES.

3. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS FOLLOWING

THE ENGLISH UNITS.

SIDE VIEW

SIDE VIEW FRONT VIEW

DETAIL D

CATTLE GUARD WINGS DETAILS

NTS

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SHEET 2Q. OF 21

jlhunter Line jlhunter Typewritten Text H-25 jlhunter Typewritten Text jlhunter Typewritten Text jlhunter Typewritten Text jlhunter Polygon jlhunter Typewritten Text jlhunter Polygon jlhunter Polygon jlhunter Typewritten Text jlhunter Typewritten Text jlhunter Typewritten Text

REVISION 1

jlhunter Typewritten Text 6/5/2015 jlhunter Typewritten Text

JLH

Finished grade

See cattle guard wing drawing

Set 8" above road gr See Note No.

a· j precast base, see Section A-A

15 1/2"1

~4"14" ~ -+1/2"

• 5 a de

SECTION A-A

1' - 6 1/2"

2"

3 1/2"-=- 3 1/2"

7"--- 2"---

2 1/2"

6 3/4"

6 3/4"

2 1/2"/"_

#4 f ./I

/ I

I i/

Rebar/

I·

5' -0" ~1- ~2"

PLAN VIEW

Rebar for Slinging

#4 R b e ar r--- A A #4 R b e ar

L/_ I I

I I I

- A

ELEVATION VIEW

2' -0"

-I 1 o· -o"

CATTLE GUARD BASE DETAILS

NOTES:

1. On earth-surfaced roads, set top of cattle guard eight inches above subgrade unless plans or stakes indicate another elevation. Taper fill back from cattle guard approx. 50' in both directions.

2. #4 Reinforcement may be spliced with 24" lap.

3. Precast bases must be equal or equivalent to those manufactured by S & K Trucking in Roundup, MT.

4. These bases are manufactured in B, 10 and 12 foot lengths.

NTS

TIE TO EXISTING FENCE

NEW STRESSOR END PANEL (SEE SPECIFICATIONS)

CATTLE GUARD WING (SEE SPECIFlCA TIONS)

NOTES:

GATE MAY CHANGE SIDE OF THE CATTLE GUARD DEPENDING

ON THE LAYOUT OF THE FENCE. NUMBER OF STRUCTURES

AND DIMENSIONS WILL REMAIN THE SAME. STRUCTURES ARE

TO BE STAKED IN FIELD BY BLM

(2) 14' WIDE CATTLE GUARDS (SEE SPECIFICATIONS)

CATTLE GUARD WING (SEE SPECIFICATIONS)

NEW STRESS PANEL (SEE SPECIFICATIONS)

NEW BARB WIRE FENCE (4 WIRE, 16.5' WIDE, SEE

SPECIFlCA TION)

STRESS PANEL OR END PANEL (SEE SPECIFICATIONS)

TIE TO EXISTING FENCE

~---1 6 . 5-------l

CATTLE GUARD FENCING PLAN

SCALE 1" : 20.0'

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SHEET 21 OF 21