18R0004SP1_Project_Plans.pdf

PDF 13 MB Posted Mar 16, 2018

Attached to: Road IDIQ for CCASA Federal contract opportunity
Solicitation number: 129JGP18R0004
Issued by: Department of Agriculture Forest Service R5-Pacific Southwest Region

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Panther project Plan

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Other files for this federal contract opportunity

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File	Type	Posted
18R0004_Amend_02.pdf	PDF	Apr 13, 2018
18R0004_Amend_01.pdf	PDF	Mar 26, 2018
Contract_Drawings.pdf	PDF	Mar 16, 2018
18R0004SP1_Panther.pdf	PDF	Mar 16, 2018
18R0004SP2_Plan_Set_2-20-18.pdf	PDF	Mar 16, 2018
18R0004SP2_Spicer.pdf	PDF	Mar 16, 2018
Wage_Determination.pdf	PDF	Mar 16, 2018
18R0004SP2_FSSS_Specifications_2-20-18.pdf	PDF	Mar 16, 2018
18R0004SP2_Fire_Plan.pdf	PDF	Mar 16, 2018
129JGP18R0004_CCASA_Road_IDIQ.pdf	PDF	Mar 16, 2018
18R0004SP2_Wage_Determination.pdf	PDF	Mar 16, 2018
Exerience_Questionnaire_18R0004.pdf	PDF	Mar 16, 2018
Attachment_-_Supplemental_Specifications.pdf	PDF	Mar 16, 2018
Sample_Project_Task_Order.pdf	PDF	Mar 16, 2018
18R0004SP1_Wage_Determination.pdf	PDF	Mar 16, 2018
18R0004SP1SPS_and_Table_of_Contents.pdf	PDF	Mar 16, 2018
18R0004SP1_Fire_Plan_Panther.pdf	PDF	Mar 16, 2018

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¬«88

08N 75C

08N45

08N29B

08N05A

08N28 08N70A

08N26B

08N25D

08N75AW

08N05J 08N65B

08N65A

08N05K

08N37

08N75A

08N25A

08N29

08N34

08N70

08N 05B

08N36

08N26

5400 46

17 16

19 23

2729 28

36 08N82A

08N33B

0 8N

08N 75B

08N35A

08N35 B

08N33C

08N32A

08N36

08N33

08N35

08N

08N35C

08N32

08N05L

Be ave r Cr eek

Bea ver

Cree k

East Panthe r

Creek

Ea st P ant her

Cree k

EastPanthe r

Creek

West Panthe r

Creek

West Panther

Creek

West Panther Creek

CAT CR EE

LIS

PANTHE R CRE

LUMBERYARD CAMPGROUND

GREEN ROAD

ROAD NUMBER SHEET NUMBER

LOC MAP

Date: 1/18/2018

0 0.5 Miles

GENERAL NOTES

NOTES AND LEGEND

ABBREVIATIONS

SHEET NUMBER

PROJECT

PANTHER

C.M.P. = Corrugated Pipe

C.M.P.A. = Corrugated Metal Pipe Arch

DI = Drop Inlet

IB = Inlet Basin

CB = Catch Basin

AC = Asphalt Concrete

AB = Aggregate road base

C.Y. = Cubic yard

L.F. = Linear Foot

EXIST = Existing feature

EOP = End of Project

CONST = Construct or install feature

RECONST = Reconstruct existing feature

MAINT = Maintain existing feature

WB = Waterbar

MEIOC - Maintain existing inslope/outslope configuration

RR = RIPRAP - Class II

TS = Tree and stump removal

- If preceded by a number - indicates number of trees. Typically within 100 lf of station.

- If only TS displayed , DBH = 11" to 23" DBH tree

- If followed by a 'M' = 24" to 36" DBH tree to be removed

- If followed by a 'L' = Over 36" DBH tree

- If only TS displayed , DBH = 11" to 23" DBH tree

* Unless otherwise specified, notes apply to all roads.

* Clearing - Trees larger than 10"D.B.H to be cleared are indicated on the plans (T=Tree or

TS=Tree and Stump). When accompanied by a number, indicates number of TS to be removed.

The locaton is general and may be within 100 lf of point indicated.

Trees 10" DBH and smaller and brush of any size will not be SHOWN ON THE DRAWINGS.

** Outslope 3% unless otherwise SHOWN ON THE

DRAWINGS.

* Cushion requirement is waived.

* Reconstruction - Widen as necessary to obtain min. specified width and to obtain outslope when specified. The actual width will vary. Cut slopes shall conform to existing. See Typicals.

* Fill slopes are 1 1/2:1, back slopes are 1:1, unless otherwise SHOWN ON THE DRAWINGS.

* Waterbars are to be installed at the end of each operating season and at the close of sale.

* Reconstruction- Suitable material removed from ditches, berms, outsloping operations, roadbed slides and culvert catch basins shall be incorporated into the roadbed.

* Unsuitable material shall be sidecast from the roadbed but not within 100 lf of any drainage.

* At intersections, the roadbed shall be graded to assure blending of two riding surfaces for a distance of 50 linear feet.

* Seed and mulch where specified in the Drawings.

Seeding and mulching is incidental to other pay items.

SHEET NUMBER

PROJECT

PANTHER

SPECIAL NOTES

ROAD

NUMBER

ALL

ROADS

NOTES AND LEGEND

Water Sources are shown on the Project Area Map. Water drafting sites shall be approved by Forest Service prior to use.

Rolling dips do not intercept ditches unless otherwise noted. All dips are Type I unless specified otherwise. Reconstruction or Maintenance of Dips is included in price for Reconditioning of Roadbed.

Locations of work to be done will be staked on the ground by the Forest Service.

All roads used by Contractor during road construction shall be maintained by Contractor.

C.M.P. lengths are approximate. Payment for C.M.P. will be for the lengths necessary to complete the job.

Waterbars drawn or listed on the Drawings are in critical locations. All other waterbars shall be placed according to the typicals.

Landings are designated as disposal sites when piling of construction slash is required or disposal of unsuitable material..

Existing culverts that are to be replaced shall be removed from government land at Contractors expense. Unless shown in the Schedule of Items, disposal is incidental to other Pay Items.

Riprap, may come from a commercial source or may be collected on site as long as it meets size requirements. Units for riprap are in cubic yards ( CY ) and will be measured in place for payment.

Commercial Rock Sources - Aggregate shall be obtained from an approved source, certified weed free and certified to contain no more than 0.25 % asbestos to be in compliance with California Health and Safety Code Sections 93105 and 93106.

Rock source submittals are required. Weight tickets for materials from commercial sources are required for payment when units are in Tons. Weight tickets shall specify which road rock the products were delivered to. Failure to comply may lead to a delay in payment for rock and associated work.

Forest Service will designate borrow sites as needed.

CONTRACTOR IS RESPONSIBLE FOR PLACING CONSTRUCTION SIGNS ON ROADS WHEN OPERATING EQUIPMENT ON THIS PROJECT.

MATERIALS LIST AND QUANTITIES

PANTHER

SHEET NUMBER

CONST

DRAFT STATION

SEE TYPICALS

PANTHER CREEK

08N 05L

08N35B

08N05

West Panther Creek

0 100 Feet̄

ROAD NUMBER SHEET NUMBER

08N05L

ROAD 08N05L RECONSTRUCT ROAD TO 14' MIN

WIDTH. OUTSLOPE 3%. MINOR CLEARING

REQUIRED. SCATTER SLASH.

Date: 11/10/2017

EXIST

LANDING

CONST

DIP

CONST

DIP

CONST

24 X 30 CMP

WITH CATCH BASIN

CONST

DIP5662

CONST

DIP

CONST

DIP

CONST

DIP

EXIST

LANDING

CONST

DIP

RECONST

DIP3242

RECONST

DIP

RECONST

DIP

EXIST

LANDING

RECONST

DIP

BEGIN

RECONSTRUCTION

WORK

08N05B

2A 08N75

08N

08N05J

08N65A

08N65

08N32

08N

East P anther C reek48

50005400

T 1

SHEET 2

ROAD NUMBER SHEET NUMBER

08N32

ROAD 08N32 RECONSTRUCT ROAD TO 12' MIN

WIDTH. OUTSLOPE 3%. NO CLEARING REQUIRED.

0 500 Feet

Date: 11/16/2017

14210

DIP

13866

CONST

DIP

13544

CONST

DIP

13163

CONST

DIP

12838

CONST

DIP

12474

CONST

DIP

12140

CONST

DIP

11834

CONST

DIP

11499

CONST

DIP

11232

EXIST

LANDING

CONST

DIP

CONST

DIP

EXIST

LANDING

08N75

08N65

08N75A

08N

08N36

08N71

08N6508N05 08N32

Ea st

Pa nth er Cr eek4800

29 28

SHEET 1

T 2

SHEET 3

ROAD NUMBER SHEET NUMBER

08N32

ROAD 08N32 RECONSTRUCT ROAD TO 12' MIN

WIDTH. OUTSLOPE 3%. NO CLEARING REQUIRED.

0 500 Feet

Date: 11/16/2017

22647

REMOVE 18 CMP

INSTALL 36 X 30 CMP ARCH

PLACE 8 CY CLASS II RIPRAP SLOPE PROTECTION

INLET (4CY) AND OUTLET(4CY)

SPOT ROCK 24 TON

CRUSHED 2-4" ROCK22273

RECONST

DIP21395

RECONST

DIP

20548

RECONST

DIP

20379

RECONST

DIP

20131

RECONST

DIP

18829

EXIST

LANDING

18662

EXIST

METAL GATE

18550

CONST

DIP

18321

CONST

DIP

18088

CONST

DIP

17827

CONST

DIP

17617

CONST

DIP

17362

CONST

DIP

17061

CONST

DIP

16645

CONST

DIP

16428

CONST

DIP16101

EXIST

LANDING

22023

RECONST

DIP

21642

RECONST

DIP

22722 EOP

22411

PROP LINE

END AB PLACEMENT

¬«88

08N71B

08N26B

08N35C

08N26

08N35

08N32A

08N32

East Panther Creek

West Panther Creek

5400 5800

17 16

SHEET 2

T 3

ROAD NUMBER SHEET NUMBER

08N32

ROAD 08N32 RECONSTRUCT ROAD TO 12' MIN

WIDTH. OUTSLOPE 3%. NO CLEARING REQUIRED.

0 500 Feet

Date: 11/16/2017

RECONST

SWALE

CONST

MAINT

24 CMP

CONST

MAINT

24 CMP

CONST

DIP

CONST

EXIST

LANDING

EXIST

LANDING

CONST

EXIST

LANDING

MAINT

36 CMP - 2

RECONST

DIP

RECONST

DIP

RECONST

DIP 3278

EXIST

LANDING3354

RECONST

DIP

RECONST

DIP3532

RECONST

DIP 3672

RECONST

DIP3841

RECONST

DIP

RECONST

DIP

RECONST

DIP

EXIST

PROP LINE

EXIST

METAL GATE

MAINT

EXIST CRUSHED

ROCK SURFACE

CONST

EXIST WIRE GATE

REMOVE

EXIST METAL PIIPE

MAINT

ROCKED SWALE

4254 EOP

¬«88

08N26

N2 6B

08N32

West Panther Creek 60

%,CA-1

ROAD NUMBER SHEET NUMBER

08N32A

ROAD 08N32A RECONSTRUCT ROAD TO 14' MIN

WIDTH. OUTSLOPE 3%. CLEAR 16 FT MIN WIDTH.

SCATTER SLASH.

0 500 Feet

Date: 1/24/2018

TEMP SPUR

NOTE:

MINOR BRUSHING

AND LIMBING REQUIRED

DIP

MAINT

60 ARCH CMP

RECONST

DIP

MAINT

60 ARCH CMP 4765

RECONST

DIP

EXIST

LANDING

MAINT

DIP

MAINT

DIP

MAINT

DIP 3819

RECONST

DIP

RECONST

DIP

RECONST

DIP

RECONST

DIP

EXIST LANDING

RECONST

DIP

RECONST

DIP

MAINT

18 CMP 2408

RECONST

DIP

RECONST

DIP

RECONST

DIP

REMOVE 18 CMP

INSTALL 24 X 30 CMP

REMOVE 18 CMP

INSTALL 24 X 40 CMP

RECONST

DIP

RECONST

DIP

RECONST

DIP 275

RECONST

DIP

MAINT

18 CMP

RECONST

DIP

RECONST

DIP

RECONST

DIP

STA 0 TO EOP

PLACE 3432 TONS AB

14 FT WIDTH @ 4 INCH DEPTH

ELLIS ROAD

LIS

08N70

08N33C

08N33A

08N

Ea st P an the r C ree k

00 6400

SHEET 1

T 2

ROAD NUMBER SHEET NUMBER

08N33

ROAD 08N33 RECONSTRUCT ROAD TO 14' MIN

WIDTH. OUTSLOPE 3%. NO CLEARING REQUIRED.

0 500 Feet

Date: 11/16/2017

10168

DIP

CONST

DIP

MAINT

DIP

MAINT

DIP

CONST

DIP

MAINT

DIP

CONST

DIP

CONST

DIP

CONST

DIP

CONST

ROCKED SWALE

CONST

DIP

EXIST

LANDING

CONST

DIP

MAINT

60 ARCH CMP

RECONST

DIP

MAINT

60 ARCH CMP

CONST

ROCKED SWALE

CONST

DIP

10398

EOP

¬«88

08N32

08N33

Ea st P an the r C ree k

T 1

SHEET 2

ROAD NUMBER SHEET NUMBER

08N33

ROAD 08N33 RECONSTRUCT ROAD TO 14' MIN

WIDTH. OUTSLOPE 3%. NO CLEARING REQUIRED.

0 500 Feet

Date: 11/16/2017

EOP

LANDING 2406

RECONST

DIP2286

MAINT 42 CMP

PLACE 24 TON

CRUSHED ROCK

MAINT

18 CMP 2036

EXIST

LANDING1882

CONST

DIP

CONST

DIP1610

CONST

DIP 1578

MAINT

18 CMP

EXIST

LANDING

CONST

DIP

MAINT

18 CMP976

CONST

DIP

CONST

DIP

CONST

DIP

EXIST

LANDING

CONST

DIP

MAINT

18 CMP

CONST

08N33C

08N33

08N33A

Ea st P an the r C ree k

00 6200

16 15

ROAD NUMBER SHEET NUMBER

08N33A

ROAD 08N33A RECONSTRUCT ROAD TO 14' MIN

WIDTH. OUTSLOPE 3%. NO CLEARING REQUIRED.

0 500 Feet

Date: 11/16/2017

LANDING

EOP 593

CONST

DIP

CONST

DIP

MAINT

18 CMP

CONST

DIP

MAINT

48 CMP

08N 33B

08N33C

08N33

62006000

620015

LIS

ROAD NUMBER SHEET NUMBER

08N33BROAD 08N33B EAST PANTHER SPUR. RECONSTRUCT

ROAD TO 14' MIN WIDTH. OUTSLOPE 3%. NO CLEARING

REQUIRED.

0 500 FeetDate: 1/23/2018

EOP

LANDING

RECONST

DIP

RECONST

DIP

RECONST

DIP

MAINT

18 CMP

RECONST

DIP 1676

RECONST

DIP

RECONST

DIP

RECONST

DIP 1172

EXIST

LANDING

MAINT

18 CMP

RECONST

DIP

RECONST DIP

MAINT

36 CMP

RECONST DIP

EXIST

LANDING

RECONST

DIP

RECONST

DIP

MAINT 36 CMP

RECONST

DIP

END AB PLACEMENT

STA 0 TO 483

PLACE 168 TON AB

14 FT WIDTH @ 4 INCH DEPTH

08N 33B

08N33 08N25

08N33C

East Panther Creek

ROAD NUMBER SHEET NUMBER

08N33C

ROAD 08N33C RECONSTRUCT ROAD TO 14' MIN

WIDTH. OUTSLOPE 3%. NO CLEARING REQUIRED.

0 500 Feet

Date: 9/27/2017

10651

DIP

10295

CONST

DIP

CONST

DIP

CONST

DIP

CONST

DIP

CONST

DIP

CONST

DIP

CONST

DIP7992

CONST

DIP

EXIST

LANDING

CONST

DIP7228

CONST

DIP

CONST

DIP

CONST

DIP

CONST

DIP

MAINT 18 CMP

SEE NOTE

MAINT

18 CMP

EXIST

LANDING

MAINT

60 ARCH CMP

SEE NOTE

EXIST

LANDING

EXIST

LANDING

REMOVE EXIST GATE

INSTALL 16' POWDER

RIVER STYLE GATE WITH

GATE POSTS

MAINT 18 CMP

WET AREA

SEE NOTE

CONST

DIP

RECONST

DIP

RECONST

DIP

RECONST

DIP

MAINT 18 CMP

SEE NOTE

EXIST

METAL GATE

CONST

DIP

RECONST

DIP

RECONST DIP

10877

EOP

NOTE:

STA 532 TO 804

PLACE 96 TONS AB

14 FT WIDTH @ 4 INCH DEPTH

STA 1979

PLACE 72 TON AB

14 FT WIDTH X 150 LF @ 6-INCH

DEPTH

STA 4418

PLACE 72 TON AB

16 FT WIDTH X 200 LF @ 4-INCH

DEPTH

STA 5412

PLACE 72 TON AB

16 FT WIDTH X 200 LF X 4-INCH

DEPTH

TOTAL 312 TON AB

¬«88

08N35

08N05L

08N35B

08N71

08N35C

08N35A

08N32

08N05

West Panther Creek

%,CA-1

18 17

19 20

ROAD NUMBER SHEET NUMBER

08N35

ROAD 08N35 RECONSTRUCT ROAD TO 14' MIN

WIDTH. OUTSLOPE 3%. NO CLEARING REQUIRED.

0 500 Feet

Date: 11/13/2017

EXIST LANDING

EOP

CONST

WB1715

CONST

MAINT

36 CMP

MAINT

WIRE GATE

EXIST

METAL GATE

RECONST

DIP411

CONST

¬«88

08N05

08N35

08N35A

19 20

ROAD NUMBER SHEET NUMBER

08N35A

ROAD 08N35A RECONSTRUCT ROAD TO 14' MIN

WIDTH. OUTSLOPE 3%. CLEAR 16 FT MIN WIDTH.

CHIP SLASH.

0 500 FeetDate: 11/13/2017

LANDING

CONST

DIP

EXIST

LANDING

CONST

DIP

REMOVE EXIST 18 CMP

INSTALL 48 X 30 CMP ARCH

W / METAL END SECTIONS

INLET AND OUTLET

SPOT ROCK 48 TON AB

14 FT WIDTH @ 4 INCH DEPTH

CONST

DIP

CONST

DIP

EXIST

LANDING

CONST

DIP

CONST

DIP

EXIST

LANDING

CONST

16 FT METAL

GATE - SINGLE

LANE STYLE

EOP

08N 05L

08N35B

08N05

West Panther Creek

%,CA-1

ROAD NUMBER SHEET NUMBER

08N35B

ROAD 08N35B RECONSTRUCT ROAD TO 14' MIN

WIDTH. OUTSLOPE 3%. NO CLEARING REQUIRED.

0 500 FeetDate: 11/13/2017

LANDING

EOP

CONST

DIP1736

CONST

DIP

CONST

DIP

EXIST

LANDING

MAINT

18 CMP

CONST

DIP

EXIST

LANDING

MAINT

18 CMP

08N71

08N35B

08N32

08N35C08N35

West Panther Creek

ROAD NUMBER SHEET NUMBER

08N35C

ROAD 08N35C RECONSTRUCT ROAD TO 14' MIN

WIDTH. OUTSLOPE 3%. NO CLEARING REQUIRED.

0 500 Feet

Date: 9/22/2017

DIP

CONST

DIP

MAINT

18 CMP

CONST

DIP

MAINT

18 CMP

CONST

DIP

CONST

DIP

MAINT

18 CMP

CONST

DIP2679

CONST

DIP

MAINT

18 CMP

MAINT 18 CMP

CONST

DIP

CONST DIP

CONST

DIP

EXIST

SEDIMENT TRAP

PROTECT - NO WORK

WITHIN 25 LF OF FEATURE

EXIST

SEDIMENT TRAP

PROTECT - NO WORK

WITHIN 25 LF OF

FEATURE368

EXIST

SEDIMENT TRAP

PROTECT - NO WORK

WITHIN 25 LF OF FEATURE

REMOVE

16 FT METAL

INSTALL

16 FT METAL

GATE - SINGLE

LANE STYLE

CONST

DIP

MAINT 18 CMP

EXIST

SEDIMENT TRAP

PROTECT - NO WORK

WITHIN 25 LF OF FEATURE

EOP

08N75

08N71

08N36

08N05

30 29

ROAD NUMBER SHEET NUMBER

08N36

ROAD 08N36 RECONSTRUCT ROAD TO 14' MIN

WIDTH. OUTSLOPE 3%. NO CLEARING

REQUIRED.

0 500 Feet

Date: 11/13/2017

EXIST LANDING

CONST

DIP

MAINT

18 CMP

CONST

DIP8149

EXIST

LANDING

RECONST

DIP

MAINT 48 CMP

SPOT ROCK 48 TON AB

MAINT 18 CMP

SPOT ROCK 48 TON AB

MAINT 18 CMP

SPOT ROCK

24 TON AB

EXIST

LANDING

EXIST

LANDING

CONST

DIP

CONST

DIP

RECONST

DIP

MAINT

18 CMP

RECONST

DIP

EXIST

LANDING

CONST

DIP

CONST

DIP1096

CONST

DIP

CONST

DIP

MAINT 18 CMP

SPOT ROCK 24 TON AB

MAINT 18 CMP

SPOT ROCK 24 TON AB

CONST

DIP

11184

RECONST

DIP

11503

MAINT

18 CMP

11729

CONST

DIP

11991

CONST

DIP

12121

MAINT 18 CMP

REPAIR FILL @ OUTLET(<20CY)

PAY ITEM 204-20

12294

CONST

DIP

13142

CONST

DIP

13350

MAINT

18 CMP13582

CONST

DIP

12507

MAINT 18 CMP

13404

CONST DIP

ROAD 08N71 RECONSTRUCT ROAD TO 14' MIN

WIDTH. OUTSLOPE 3%. NO CLEARING REQUIRED.

NOTE

SPOT ROCK

14 FT WIDTH @ 4-INCH DEPTH

AT LOCATIONS NOTED.

08N71B

08N65 08N36 08N35C

08N

08N71

Eas t P ant her

Cree k

005400

17 16

SHEET 1

T 2

ROAD NUMBER SHEET NUMBER

08N71

0 500 Feet

Date: 11/16/2017

21043

RECONST

DIP

20868

CONST

DIP

20568

RECONST

DIP

19190

CONST

DIP

18737

CONST

DIP

18481

CONST

DIP

18092

MAINT

18 CMP

17825

CONST

DIP

17726

EXIST

LANDING17512

CONST

DIP

17036

CONST

DIP

16941

MAINT 18 CMP

16838

CONST DIP

16507

RECONST

DIP16217

EXIST

LANDING

15927

CONST

DIP

15539

CONST

DIP

15440

EXIST

LANDING

EXIST LANDING

CONST

DIP

EXIST

LANDING

MAINT

18 CMP

CONST

DIP8149

EXIST

LANDING

EXIST

LANDING

20272

RECONST

DIP

19960

RECONST

DIP

19858

MAINT

18 CMP

19535

RECONST DIP

19424

MAINT 48 CMP

SPOT ROCK 72 TON AB

19366

RECONST DIP

19253

MAINT 18 CMP

19033

RECONST

DIP

11184

RECONST

DIP

11353

CONST

DIP

11503

MAINT

18 CMP

11729

CONST

DIP

11991

CONST

DIP

12121

MAINT 18 CMP

REPAIR FILL @ OUTLET(<20CY)

PAY ITEM 204-20

12294

CONST

DIP

13142

CONST

DIP

13350

MAINT

18 CMP13582

CONST

DIP

13811

CONST DIP

14148

CONST

DIP

14481

CONST

DIP

14930

CONST

DIP

15221

CONST

DIP

15446

EXIST

LANDING

EOP

12507

MAINT 18 CMP

13404

CONST DIP

WET AREA

CONST 350 LF 3 ' DITCH

CONST SOIL SEPERATION - SEE TYPS

333 SY 12 OZ NON WOVEN GEOTEXTILE FABRIC

15 FT X 200 LF -PAY ITEM 207-1

AB @ 14 FT WIDTH AND 6 INCH DEPTH

(120 TONS AB) INCLUDED IN PAY ITEM 301-1

BEGIN 3' DITCH

MAINT

5X10 ARCH

10589

CONST

DIP

21278

EOP

SPOT ROCK 96 TON AB

300 LF X 14 FT WIDTH @ 4" DEPTH

ELLIS ROAD

08N71B

08N

08N25A

East Panther Creek

T 1

SHEET 2

ROAD NUMBER SHEET NUMBER

08N71

0 500 Feet

Date: 11/16/2017

LANDING

CONST

DIP

RECONST

DIP

CONST

DIP

08N71

East Panther Creek

ROAD NUMBER SHEET NUMBER

08N71B

ROAD 08N71B RECONSTRUCT ROAD TO 14' MIN. NO

CLEARING REQUIRED.

0 500 FeetDate: 1/23/2018

MAINT

18 CMP

CONST

DIP 6871

CONST

DIP

CONST

DIP

EXIST

LANDING

MAINT

36 CMP

CONST

DIP

MAINT

60 CMP

CONST DIP

EXIST LANDING

END EXIST AB SURFACE

BEGIN GRADING AND SHAPING

OUTSLOPE 3%

MAINT

36 CMP

MAINT

36 CMP

EXIST

LANDING

REMOVE SLIDE SEE NOTE

( PAY ITEM 204-20 )

SPOT ROCK

24 TON AB

MAINT

48 CMP

MAINT

18 CMP

MAINT

36 CMP

MAINT 18 CMP

REPAIR FILL - SEE NOTE

( PAY ITEM 204-20)

SPOT ROCK 24 TON AB

MAINT

24 CMP

MAINT

36 ARCH CMP

EXIST

METAL GATE

EXIST

LANDING

MAINT

18 CMP

CONST DIP

SPOT ROCK

24 TON AB

CONST DIP

SPOT ROCK

24 TON AB

NOTE:

STA 0 TO 4653 - EXIST AB SURFACE.

STA 1005 MAINT CMP - SMALL SLIP OUTSIDE EDGE

REQUIRES 50 CY MATERIAL FROM SLIDE AT

STA 2119. PLACE COMPACT MATERIAL. PLACE 30 SY

OF 12 OZ GEOTEXTILE NON-WOVEN FABRIC. PLACE 10 CY

CLASS 3 RIPRAP. SPOT ROCK 24 TON AB.

STA 2119 - REMOVE SMALL SLIDE. RESTORE ROAD

TO 15 FT WIDTH. SPOT ROCK 24 TON AB. HAUL 50 CY TO STA

1005. THE REMAINDER OF THE MATERIAL GOES TO

LANDING AT STA 2280. PLACE IN STABLE PILE AGAINST THE

CUT BANK.

NUMEROUS SMALL TREES

AND STUMPS TO BE REMOVED

1:1

1-1/2:1

Out Slope 3 %

CLEARING

LIMITS

VARIES

ROAD WIDTH

VARIES

BERMS -

REMOVE

2 FT

VARIES AREA TO BE

CLEARED

CLEARING DETAIL

TRESS 10 INCH AND LESS

TO BE REMOVED. SCATTER

STUMPS BELOW ROAD

08N75

08N

08N75AW

08N75A

08N36

08N05

T 1

SHEET 1

T 1

SHEET 1

T 2

ROAD NUMBER SHEET NUMBER

08N75

ROAD 08N75 NATIVE SURFACE - RECONSTRUCT ROAD TO

14' MIN WIDTH. OUTSLOPE 3%. AB SECTION - GRADE,

WATER AND COMPACT. BRUSH AND CLEAR OUTSIDE

EDGE. CHIP SLASH. SEE DETAIL.

0 500 Feet

Date: 11/16/2017

12445

LANDING

EOP

12233

CONST

DIP 12008

EXIST

LANDING 11874

CONST

DIP 11630

CONST

ROCKED SWALE

11476

EXIST

METAL GATE POSTS

11229

EXIST

LANDING

11038

CONST

DIP

10741

CONST

DIP

10294

EXIST

LANDING

MAINT

36 CMP

CONST

DIP

CONST

DIP

CONST

DIP

EXIST

LANDING

CONST

DIP

EXIST

LANDING

CONST

DIP

EXIST

LANDING

CONST

DIP

MAINT

18 CMP

CONST

DIP 6871

CONST

DIP

EXIST

LANDING

EXIST LANDING

END EXIST AB SURFACE

BEGIN GRADING AND SHAPING

OUTSLOPE 3%

11603

MAINT

18 CMP

EXIST

LANDING

MAINT

18 CMP

10382

CONST

DIP

08N 75C

08N75B

08N75

We st P an the r C ree k

T 1

T 2

SHEET 2

T 2

SHEET 2

ROAD NUMBER SHEET NUMBER

08N75

ROAD 08N75 NATIVE SURFACE - RECONSTRUCT ROAD TO

14' MIN WIDTH. OUTSLOPE 3%. AB SECTION - GRADE,

WATER AND COMPACT. BRUSH AND CLEAR OUTSIDE

EDGE. CHIP SLASH. SEE DETAIL.

0 500 Feet

Date: 11/16/2017

LANDING

EOP 1438

CONST

DIP

EXIST

LANDING

CONST DIP

TS-S

REMOVE

30 TS-S

CONST DIP

12 TS-S

CONST

DIP

REMOVE

TS-M

5 TS-S

REMOVE

5 TS-S

CONST

DIP

REMOVE

TS-M

CONST

DIP

CONST

DIP 08N75

08N75B

We st P an the r C ree k

0 100 Feet̄

ROAD NUMBER SHEET NUMBER

08N75B

ROAD 08N75B RECONSTRUCT ROAD TO 14' MIN

WIDTH. OUTSLOPE 3%. CLEAR 16 FT MIN WIDTH.

CHIP SLASH.

Date: 11/13/2017

NOTE:

NUMEROUS SMALL TREES AND STUMPS

TO BE REMOVED

DIP

CONST

DIP

CONST

DIP

CONST

DIP

EXIST

METAL GATE

CONST

DIP

CONST

DIP

CONST

DIP

EXIST

LANDING

CONST

DIP

CONST

DIP

CONST

DIP

CONST

DIP

CONST

DIP

EXIST

LANDING

CONST

DIP

08N05B

08N05

48004600

ROAD NUMBER SHEET NUMBER

08N82

ROAD 08N82 RECONSTRUCT TO 14' MIN

WIDTH. CLEAR 16 FT MIN WIDTH. CHIP SLASH.

0 500 Feet

Date: 1/23/2018

BEGIN CLEARING AT STA 1975.

EXISTING DRIFT FENCE STARTING AT STA 1631

RUNS ALONG THE LENGTH OF ROAD ON OUTSIDE

EDGE. PROTECT FENCE DURING RECONSTRUCTION

OR REMOVE. CONTRACTOR RESPONSIBLE FOR

PUTTING FENCE BACK.

CONSULT WITH COR PRIOR TO COMMENCEMENT OF

WORK.

FENCE SHALL NOT BE REMOVED WHEN CATTLE

PRESENT ON ALLOTMENT.

LANDING

CONST

ROCKED SWALE

CONST

DIP

WET AREA

SPOT ROCK

24 TON CRUSHED ROCK

WITH GEOTEXTILE FABRIC

CONST

DIP

CONST

08N82

08N 82A

ROAD NUMBER SHEET NUMBER

08N82A

ROAD 08N82A RECONSTRUCT TO 14' MIN WIDTH. NO

CLEARING REQUIRED.

0 500 Feet

Date: 1/23/2018

ROAD RECONSTRUCTION DETAILS

WIDTH

CLEARING NOTES:

1. Clearing slash disposal methods shall be designated in the Schedule of Items or Shown

On The Drawings.

2. Hazard tree removal, if required, will be marked by Forest Service prior to falling operations. Treatment of logs and limbs shall be treated as specified in the

Specifications.

3. Clearing slash disposal sites shall be designated on the plans or the ground by the

Forest Service.

4. Clear small trees (10"dbh and less)) and brush from all existing ditches, catch basins and inlet basins.

5. Clear all small trees (10"dbh and less) and brush above all CMP inlets for a distance of

10 linear feet either side of CMP.

6. Unless noted otherwise, mastication may be substituted for chipping of road side slash.

When mastication is used, side cast all masticated material onto fill slopes. Remove masticated material from all drainagee, inlets and ditches. Masticated material shall be no loner than 36" length. Concentrations of chip material shall be scattered as directed by the FS. Flush cut stobs greater than 2".

7. Where 'TREAT WITHIN UNITS" or "SCATTER IN UNITS" is specified, scatter slash within adjacent units. Slash needs to be outside of road prism and in units where equipment has access to it.

8. On all roads the actual clearing may be greater than specified in the above typical.

Since road width varies widely on any given road segment the typical tries to convey the intent of clearing requirements. On the road sheets a minimum distance is specified. The actual clearing width will be based on whether a ditch, cutslope, culvert, turnout or fill slope is present. In the absense of all these, the minimum clearing would be that specified on the road sheets.

RECONDITIONING OF ROADBED:

1. Outslope road bed 3% whenever possible. Remove all outside berms.

When this is impractical due to trees greater than 10"dbh or existing berms greater than 4' wide and greater than 18"in height, then relieve berm every 50 linear feet.

2. Clean inlets and outlets of all existing metal pipes of dirt, rock and vegetation.

3. Clean and reshape all existing road ditches, leadoff ditches, dips, and waterbars to the lines specified in the typicals. If clearing is not specified in the Schedule of Items then clearing of ditches, leadoff ditches and culverts prior to cleaning/reshaping shall be considered incidental to Reconditioning of Roadbed.

4. When 'Maintain Inslope/Outslope Configuration' is specified, reshape road bed to the existing width and inslope/outslope configuration (MEIOC).

5. Drain all low points, ponds, swales.

6. Construction of lead-off ditches are incidental to road work or other pay items.

BRUSH CMP INLETS

WIDTH IS 6' (LEVEL) OR TOP OF BANK -

WHICH EVER IS LESS

CLEARING WIDTH IS 2 FT

UNLESS SPECIFIED

OTHERWISE IN THE

DRAWINGS

CLEAR FOR SIGHT DISTANCE

WHEN SPECIFIED IN THE

DRAWINGS. WIDTH SHOWN IN

THE DRAWINGS.

E D

G E

O A

E D

O A

PANTHER

AutoCAD SHX Text

CLEARING

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text (14 ft.)

AutoCAD SHX Text

BACKSLOPE

AutoCAD SHX Text

CLEARING LIMITS

AutoCAD SHX Text

CLEAN OUTLET

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

CLEAN DITCH AND INLET

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2'

AutoCAD SHX Text

CONCEPTUAL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

PROJECT

Contractor shall construct Lead Off Ditches as need to ensure proper drainage of Swale. Lead-Off Ditches are incidental to the construction of Swale construction.

Lead-Off Ditches are considered incidental to other

Pay Items and will not be measured of paid for seperately.

GRADED SWALE

ROCK SWALE

WHEN

SPECIFIED

5"DEPTH

ROCK DITCH

WHEN

SPECIFIED

ROADWAY DITCH TYP 3'

DITCH

ROADWAY DITCH

TYP 4' DITCH

LEAD OFF DITCH

AutoCAD SHX Text 25'

AutoCAD SHX Text 0.5'

AutoCAD SHX Text

GRADE

AutoCAD SHX Text 16"

AutoCAD SHX Text 3:1

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text

BACK SLOPE

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text 1:1

AutoCAD SHX Text 4'

AutoCAD SHX Text 3:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

BACK SLOPE

AutoCAD SHX Text 12"

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text

1. WHEN POSSIBLE, UTILIZE SUITABLE EXCAVATED

AutoCAD SHX Text

MATERIAL IN ROADBED.

AutoCAD SHX Text 3'

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 1:1

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

DITCH BOTTOM

AutoCAD SHX Text

NOTED ON DRAWING

AutoCAD SHX Text

1. LEAD OFF DITCH BOTTOM SHALL BE SLOPED TO PROVIDE PROPER DRAINAGE.

1. WHEN POSSIBLE, UTILIZE SUITABLE EXCAVATED MATERIAL IN ROADBED.

PROJECT

Contractor shall construct

Lead Off Ditches as needed to ensure proper drainage of

Dips. Lead-Off Ditches are incidental to the construction of Dip construction.

ORIGINAL ROAD

GRADIENT

0 %-8 %

9 %-12 %

+3-5 %

+2-3 %

I G

I N

NOTES:

I N

I S

50'

25'

40'

OUTLET DIP ON LOWEST HEIGHT FILL SLOPE

I G

I N

TOP OF DIP

1. THE DESIGN VEHICLE OR CRITICAL

VEHICLE FOR THIS DIP DESIGN IS A MODEL 62

FIRE ENGINE.

2. ENTIRE LENGTH OF DIP SHALL BE

OUTSLOPED 3% TO 5%.

3. ROLLING DIP STATIONS ARE APPROXIMATE.

LOCATIONS OF THE DIPS SHALL BE STAKED

ON THE GROUND BEFORE CONSTRUCTION.

ROLLING DIP DETAIL

90°

3:1 MAX FOR VEHICLE CROSSING.

18"

STABILIZED OUTLET

WATERBAR

S L O

P E

NOTES: WATERBARS

1. ALL WATER BARS SHALL BEGIN AT THE INTERSECTION OF THE

ROAD BED WITH THE BACK SLOPE AND RUN ACROSS THE ENTIRE

WIDTH OF THE ROAD BED.

2. ALL WATER BARS SHALL HAVE FREE FLOWING OUTLETS.

CONSTRUCTION OF LEAD-OFF DITCHES ARE INCIDENTAL TO WATER

BAR CONSTRUCTION

3. WHEEL ROLL AND COMPACT ALL DRIVABLE WATERBARS. REMOVE

ROCKS AND OTHER OBSTRUCTIONS FROM FINISHED WATERBARS.

FOR HIGH CLEARANCE VEHICLES

15'

7' 20'

BEGIN CUT

ROAD GRADE

END CUT

MAXIMUM DEPTH 2'

DRIVABLE WATERBARS

NON - DRIVABLE WATERBARS

TYPE I & II

SECTION

TYPE 1

STATION OR MILEPOST

LOCATION

50' 25''

40'

TYPE I

TYPE II

25' 25' 25'

RAISE GRADE WITH

EXCAVATED MATERIAL

G R

A D

T A

A V

E L

CONSTRUCT LOD WHEN NECESSARY

LOD INCIDENTAL TO OTHER WORK.

12 TON - 2" - 4"

CRUSHED

ROCK

3 CY CLASS 2

RIPRAP

@ 1' DEEP

15'

NOTE: CONSTRUCTION OF A ROCKED SWALE INCLUDES:

THE PLACEMENT OF 12 TON CRUSHED ROCK AND 3 CY CLASS II RIP RAP.

CRUSHED ROCK IS A COMMERCIAL SOURCE.

CLASS II RIPRAP MAY BE COMMERCIAL OR LOCAL SOURCE.

ADDITIONAL ROCK OR AGG BASE, IF REQUIRED, SHALL BE PAID SEPARATELY.

CONSTRUCT LEAD OFF DITCH ( LOD ) IF NECESSARY TO FOR DRAINAGE. LOD

CONSTRUCTION IS INCIDENTAL TO WORK.

24" EXCAVATION DEPTH

8"ROCK DEPTH

ORIGINAL

GROUND

25'

WHEN SPECIFIED, PLACE AGG

BASE

ON SWALE APPROACHES

OUT SLOPE

16" FINISH DEPTH

50'

ROCKED SWALE TYP

NOT TO SCALE

PLAN

PROFILE

SHEET NUMBER

PROJECT

DO NOT RAISE OUTLET

ABOVE ORIGINAL GROUND

OR STREAM BED

BED

OR STREAM

ORIGINAL GROUND

NOTE: MINIMUM COVER OVER CULVERT AT SHOULDER

SHALL BE 12 INCHES BELOW SUBGRADE FOR SURFACED

120•

60•

B.O.P.

E.O.P.

SKEW 120SKEW 60

SKEW DIAGRAM

MATERIAL TO BE

DEPOSITED IN BOTH

SIDES OF DITCH

CULVERT

DIAMETER

DITCH GRADE =

SECTION A-A

AND 18 INCHES BELOW SUBGRADE FOR UNSURFACED.

22'

PANTHER

DRAINAGE CONSTRUCTION

DETAILS

OUTLET DITCH

METAL PIPE BACKFILLING PIPE

AutoCAD SHX Text

BOTTOM WIDTH MAY VARY WHEN

AutoCAD SHX Text

CATCH BASIN IS CONSTRUCTED

AutoCAD SHX Text

IN NATURAL DRAINAGE.

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 12"

AutoCAD SHX Text

BEDDING MATERIAL

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

CMP

AutoCAD SHX Text

EXISTING GRAOUND

AutoCAD SHX Text

PROFILE GRADE

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

12"MIN

AutoCAD SHX Text D

AutoCAD SHX Text

"D" OR

AutoCAD SHX Text

12"MIN

AutoCAD SHX Text

"D" OR

AutoCAD SHX Text 12"

AutoCAD SHX Text

COMPACTED

AutoCAD SHX Text

NOTE: SKEW ANGLE WILL BE SHOWN

AutoCAD SHX Text

ON THE PLANS.

AutoCAD SHX Text

BOTTOM OF DITCH

AutoCAD SHX Text

TOP

AutoCAD SHX Text

CUT

AutoCAD SHX Text

EDGE OF ROAD

AutoCAD SHX Text

CATCH

AutoCAD SHX Text

BASIN

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

TOP OF CUT

AutoCAD SHX Text

TOP OF CUT

AutoCAD SHX Text C.M.P.

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

RIPRAP IF REQUIRED

AutoCAD SHX Text

1' DEEP AND 18" HIGH

AutoCAD SHX Text

ON SLOPES.

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text C.M.P.

AutoCAD SHX Text

EDGE OF ROAD

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text 2:1

AutoCAD SHX Text

TOP

AutoCAD SHX Text

INLET

AutoCAD SHX Text

BASIN

AutoCAD SHX Text

CUT

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

ON SLOPES.

AutoCAD SHX Text

1' DEEP AND 18" HIGH

AutoCAD SHX Text

RIPRAP IF REQUIRED

INLET BASIN

TYPE B

TYPE A

TYPE D

TYPE C

PANTHER

AutoCAD SHX Text n

AutoCAD SHX Text (Sigma) CLIPS

AutoCAD SHX Text

REQUIRED FOR

AutoCAD SHX Text

WATERTIGHT JOINTS

AutoCAD SHX Text

BAND

AutoCAD SHX Text

HELICAL PIPE

AutoCAD SHX Text

%%UEND VIEW

AutoCAD SHX Text

WATERTIGHT JOINT GASKET

AutoCAD SHX Text

WHERE REQUIRED,

AutoCAD SHX Text

BAND

AutoCAD SHX Text TWO 3/8"(10 mm) DIA.

AutoCAD SHX Text

CARRIAGE BOLTS WITH

AutoCAD SHX Text 7"(178 mm)

AutoCAD SHX Text

HELICALLY

AutoCAD SHX Text

CORRUGATED

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

%%UTOP VIEW

AutoCAD SHX Text

BAND

AutoCAD SHX Text

BAND

AutoCAD SHX Text

PIPE

AutoCAD SHX Text W

AutoCAD SHX Text

BAND

AutoCAD SHX Text 1/2"(13 mm)

AutoCAD SHX Text

PIPE

AutoCAD SHX Text W

AutoCAD SHX Text

%%UCONNECTION ANGLE DETAIL

AutoCAD SHX Text

BAND

AutoCAD SHX Text 1/2"(13 mm) BOLTS

AutoCAD SHX Text

RIVET, SPOT WELD

AutoCAD SHX Text

OR FILLET WELD AT

AutoCAD SHX Text

AT CREST OF COR-

AutoCAD SHX Text

RUGATION AT HEEL

AutoCAD SHX Text

AND TOE OF ANGLE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text 2"x2"x3/16"

AutoCAD SHX Text

WATERTIGHT JOINT GASKET

AutoCAD SHX Text

WHERE REQUIRED,

AutoCAD SHX Text

SECOND ANGLE

AutoCAD SHX Text

CONNECTION OPTIONAL

AutoCAD SHX Text TO 42"(1067 mm)

AutoCAD SHX Text

DIA. REQUIRED ABOVE

AutoCAD SHX Text

%%UANNULAR COUPLING

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text W

AutoCAD SHX Text

ANN.

AutoCAD SHX Text

HEL.

AutoCAD SHX Text # of 1/2"

AutoCAD SHX Text (13 mm)

AutoCAD SHX Text

BOLTS

AutoCAD SHX Text 6-10

AutoCAD SHX Text 12-15

AutoCAD SHX Text 18-84

AutoCAD SHX Text 24-84

AutoCAD SHX Text

AutoCAD SHX Text 2-3

AutoCAD SHX Text

%%UHELICAL COUPLING

AutoCAD SHX Text 36-84

AutoCAD SHX Text 36-120

AutoCAD SHX Text

AutoCAD SHX Text FOR 6"-10" (152-254 mm) DIA. PIPES

AutoCAD SHX Text

8 SPACES AS REQUIRED

AutoCAD SHX Text

TO FIT THE HELIX ANGLE

AutoCAD SHX Text 2 2/3"x1/2"(68x13 mm)CORRUGATIONS

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text DIMENSION A 7"(178 mm) MIN.

AutoCAD SHX Text

BETWEEN DIMPLES AS REQUIRED TO

AutoCAD SHX Text

FIT THE HELIX ANGLE

AutoCAD SHX Text

%%UEND VIEW

AutoCAD SHX Text

BAND

AutoCAD SHX Text

4 RODS AND LUGS

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

CAST LUG

AutoCAD SHX Text W

AutoCAD SHX Text

WATERTIGHT JOINT GASKET

AutoCAD SHX Text

WHERE REQUIRED,

AutoCAD SHX Text

BAND

AutoCAD SHX Text

CAST LUG,

AutoCAD SHX Text

WATERTIGHT JOINT GASKET

AutoCAD SHX Text

WHERE REQUIRED,

AutoCAD SHX Text

UNIVERSAL

AutoCAD SHX Text

COUPLING BAND

AutoCAD SHX Text

%%UTOP VIEW

AutoCAD SHX Text

BAND

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

%%USECTION THRU DIMPLE

AutoCAD SHX Text 3 1/2"(89 mm)BOLTS

AutoCAD SHX Text (13 mm)

AutoCAD SHX Text 12" Min.

AutoCAD SHX Text (51x51x5 mm)

AutoCAD SHX Text

%%UTOP VIEW

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text 12-21

AutoCAD SHX Text 24-54

AutoCAD SHX Text 60-84

AutoCAD SHX Text

ROD

AutoCAD SHX Text

DIA.

AutoCAD SHX Text 3/8

AutoCAD SHX Text 1/2

AutoCAD SHX Text 5/8

AutoCAD SHX Text

NARROW BAND

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text # of

AutoCAD SHX Text

ROD

AutoCAD SHX Text W

AutoCAD SHX Text (inch.)

AutoCAD SHX Text

WIDE BAND

AutoCAD SHX Text

AutoCAD SHX Text 36-54

AutoCAD SHX Text 60-84

AutoCAD SHX Text 84-120

AutoCAD SHX Text 3/8

AutoCAD SHX Text 1/2

AutoCAD SHX Text 5/8

AutoCAD SHX Text

CORRUGATION

AutoCAD SHX Text 3"X1"

AutoCAD SHX Text 2 2/3"

AutoCAD SHX Text X1/2"

AutoCAD SHX Text

AutoCAD SHX Text 3" x 1"(76X25 mm) CORRUGATIONS

AutoCAD SHX Text

SHEET 6A

AutoCAD SHX Text 42"(1067 mm) DIA., AutoCAD SHX Text

SEE NOTE 3,

AutoCAD SHX Text

SEE THE SPECIFICATIONS

AutoCAD SHX Text

= SEE THE SPECIFICATIONS

AutoCAD SHX Text (51x51x5 mm)

AutoCAD SHX Text

BOLTS

AutoCAD SHX Text

CUT WASHERS

AutoCAD SHX Text (76x

AutoCAD SHX Text (68x13mm)

AutoCAD SHX Text 152-254

AutoCAD SHX Text inches

AutoCAD SHX Text mm

AutoCAD SHX Text 305-381

AutoCAD SHX Text 610-2134

AutoCAD SHX Text 457-2134

AutoCAD SHX Text inch.

AutoCAD SHX Text mm

AutoCAD SHX Text

AutoCAD SHX Text inch.

AutoCAD SHX Text mm

AutoCAD SHX Text

AutoCAD SHX Text inches

AutoCAD SHX Text mm

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

ANN.

AutoCAD SHX Text W

AutoCAD SHX Text

HEL.

AutoCAD SHX Text mm

AutoCAD SHX Text inch.

AutoCAD SHX Text mm

AutoCAD SHX Text 914-2134

AutoCAD SHX Text 914-3048

AutoCAD SHX Text

AutoCAD SHX Text inch.

AutoCAD SHX Text (13 mm)

AutoCAD SHX Text

BOLTS

AutoCAD SHX Text # of 1/2"

AutoCAD SHX Text 2"x2"x3/16"

AutoCAD SHX Text (305 mm)

AutoCAD SHX Text (mm)

AutoCAD SHX Text

AutoCAD SHX Text (inch.)

AutoCAD SHX Text (mm)

AutoCAD SHX Text

ROD

AutoCAD SHX Text # of

AutoCAD SHX Text (inch.)

AutoCAD SHX Text (mm)

AutoCAD SHX Text (inch.)

AutoCAD SHX Text (mm)

AutoCAD SHX Text 25mm)

AutoCAD SHX Text

AutoCAD SHX Text 305-533

AutoCAD SHX Text 610-1372

AutoCAD SHX Text 1524-2134

AutoCAD SHX Text 914-1372

AutoCAD SHX Text 1524-2134

AutoCAD SHX Text 2134-3048

AutoCAD SHX Text 1/2"

NOTE: DIMPLED BANDS MAY ONLY BE USED ON PIPES LESS THAN 30" DIA, ON GRADES LESS THAN 10% AND WHEN APPROVED BY THE CONTRACTING OFFICER

ROUND PIPES

AutoCAD SHX Text 2 2/3" x 1/2" (68 mm x 13 mm) CORRUGATIONS

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

ALUMINUM

AutoCAD SHX Text

H-20 LIVE LOAD

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

DIA.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

COVER

AutoCAD SHX Text MAXIMUM FILL HEIGHTS ABOVE TOP OF PIPE IN FEET (meter)

AutoCAD SHX Text METAL THICKNESS IN INCHES (mm)

AutoCAD SHX Text

RIVETED, HELICAL OR SPOT WELDED

AutoCAD SHX Text

RIVETED OR HELICAL FABRICATION

AutoCAD SHX Text

SPOT WELDED FAB.

AutoCAD SHX Text INCHES (mm)

AutoCAD SHX Text

AutoCAD SHX Text 46[67]

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AutoCAD SHX Text 48[70]

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AutoCAD SHX Text 44[54]

AutoCAD SHX Text 43[49]

AutoCAD SHX Text

AutoCAD SHX Text 50[73]

AutoCAD SHX Text 47[64]

AutoCAD SHX Text 45[57]

AutoCAD SHX Text 44[51]

AutoCAD SHX Text 43[47]

AutoCAD SHX Text

AutoCAD SHX Text .064

AutoCAD SHX Text .079

AutoCAD SHX Text .109

AutoCAD SHX Text .138

AutoCAD SHX Text .168

AutoCAD SHX Text .060

AutoCAD SHX Text .075

AutoCAD SHX Text .105

AutoCAD SHX Text .135

AutoCAD SHX Text .164

AutoCAD SHX Text .060

AutoCAD SHX Text .075

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

ALUMINUM

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

MINIMUM

AutoCAD SHX Text

COVER

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MINIMUM

AutoCAD SHX Text

COVER

AutoCAD SHX Text

PIPE

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DIAMETER

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INCHES

AutoCAD SHX Text

INCHES

AutoCAD SHX Text METAL THICKNESS IN INCHES (mm)

AutoCAD SHX Text

AutoCAD SHX Text .064

AutoCAD SHX Text

AutoCAD SHX Text .079

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AutoCAD SHX Text 78[88]

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AutoCAD SHX Text

AutoCAD SHX Text .168

AutoCAD SHX Text 101[118]

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AutoCAD SHX Text 49[59]

AutoCAD SHX Text 47[54]

AutoCAD SHX Text 46[51]

AutoCAD SHX Text

AutoCAD SHX Text .060

AutoCAD SHX Text

AutoCAD SHX Text .075

AutoCAD SHX Text

AutoCAD SHX Text .105

AutoCAD SHX Text

AutoCAD SHX Text .135

AutoCAD SHX Text

AutoCAD SHX Text .165

AutoCAD SHX Text

MAXIMUM FILL HEIGHTS

AutoCAD SHX Text ABOVE TOP OF PIPE IN FEET (meter)

AutoCAD SHX Text

MAXIMUM FILL HEIGHTS

AutoCAD SHX Text ABOVE TOP OF PIPE IN FEET (meter)

AutoCAD SHX Text 3" X 1" (76 mm x 25 mm) CORRUGATIONS

AutoCAD SHX Text 6" X 1" (152 mm x 25 mm) CORRUGATIONS

AutoCAD SHX Text

STANDARD COUPLER BANDS

AutoCAD SHX Text

CORRUGATED

AutoCAD SHX Text

A FLAT-DIMPLED

AutoCAD SHX Text

CULVERT SIZE

AutoCAD SHX Text

STANDARD ANNULAR

AutoCAD SHX Text

HELICAL

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

NO. OF

AutoCAD SHX Text

BOLTS

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

NO. OF

AutoCAD SHX Text

BOLTS

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

NO. OF

AutoCAD SHX Text

BOLTS

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text 3" X 1"

AutoCAD SHX Text 6" X 1"

AutoCAD SHX Text

NO. OF

AutoCAD SHX Text

BOLTS

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

NO. OF

AutoCAD SHX Text

ROWS OF

AutoCAD SHX Text

DIMPLES

AutoCAD SHX Text

NO. OF BOLTS

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

UNDER 18"

AutoCAD SHX Text

18" TO 54"

AutoCAD SHX Text

OVER 54"

AutoCAD SHX Text 7"

AutoCAD SHX Text 12"

AutoCAD SHX Text 24"

AutoCAD SHX Text

AutoCAD SHX Text 7"

AutoCAD SHX Text 12"

AutoCAD SHX Text 24"

AutoCAD SHX Text

AutoCAD SHX Text 14"

AutoCAD SHX Text 24"

AutoCAD SHX Text

AutoCAD SHX Text 18"

AutoCAD SHX Text 24"

AutoCAD SHX Text

AutoCAD SHX Text 10 1/2"

AutoCAD SHX Text 16 1/4"

AutoCAD SHX Text

EQUIVALENT THICKNESS

AutoCAD SHX Text

GAUGE

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text THICKNESS -INCHES (mm)

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

ALUMINUM

AutoCAD SHX Text

AutoCAD SHX Text 0.064

AutoCAD SHX Text 0.079

AutoCAD SHX Text 0.109

AutoCAD SHX Text 0.138

AutoCAD SHX Text 0.168

AutoCAD SHX Text 0.060

AutoCAD SHX Text 0.075

AutoCAD SHX Text 0.105

AutoCAD SHX Text 0.135

AutoCAD SHX Text 0.165

AutoCAD SHX Text (305)

AutoCAD SHX Text (381)

AutoCAD SHX Text (457)

AutoCAD SHX Text (610)

AutoCAD SHX Text (762)

AutoCAD SHX Text (914)

AutoCAD SHX Text (1067)

AutoCAD SHX Text (1219)

AutoCAD SHX Text (1372)

AutoCAD SHX Text (1524)

AutoCAD SHX Text (1676)

AutoCAD SHX Text (1829)

AutoCAD SHX Text (1981)

AutoCAD SHX Text (2134)

AutoCAD SHX Text (1.6)

AutoCAD SHX Text (25.6)

AutoCAD SHX Text (20.4)

AutoCAD SHX Text (17.0)

AutoCAD SHX Text (12.8)

AutoCAD SHX Text (10.4)

AutoCAD SHX Text (8.5)

AutoCAD SHX Text (9.4)

AutoCAD SHX Text (8.2)

AutoCAD SHX Text (2.00)

AutoCAD SHX Text (27.7)

AutoCAD SHX Text (22.2)

AutoCAD SHX Text (18.6)

AutoCAD SHX Text (14.0)

AutoCAD SHX Text (11.0)

AutoCAD SHX Text (9.1)

AutoCAD SHX Text (13.1)

AutoCAD SHX Text (11.3)

AutoCAD SHX Text (10.0)

AutoCAD SHX Text (mm)

AutoCAD SHX Text (2.8)

AutoCAD SHX Text (3.5)

AutoCAD SHX Text (4.26)

AutoCAD SHX Text (1.5)

AutoCAD SHX Text (1.9)

AutoCAD SHX Text (2.67)

AutoCAD SHX Text (3.4)

AutoCAD SHX Text (4.0)

AutoCAD SHX Text (1.5)

AutoCAD SHX Text (1.9)

AutoCAD SHX Text (1.6)

AutoCAD SHX Text (2.00)

AutoCAD SHX Text (2.76)

AutoCAD SHX Text (3.5)

AutoCAD SHX Text (4.26)

AutoCAD SHX Text (1.5)

AutoCAD SHX Text (1.9)

AutoCAD SHX Text (2.67)

AutoCAD SHX Text (3.4)

AutoCAD SHX Text (4.0)

AutoCAD SHX Text (76 x 25 mm)

AutoCAD SHX Text (152 x 25 mm)

AutoCAD SHX Text (18)

AutoCAD SHX Text (14)

AutoCAD SHX Text (11.9)

AutoCAD SHX Text (14.0)

AutoCAD SHX Text (13.7)

AutoCAD SHX Text (13.1)

AutoCAD SHX Text (12.8)

AutoCAD SHX Text (12.5)

AutoCAD SHX Text (14.6)

AutoCAD SHX Text (14.0)

AutoCAD SHX Text (13.4)

AutoCAD SHX Text (13.1)

AutoCAD SHX Text (12.8)

AutoCAD SHX Text (15.2)

AutoCAD SHX Text (14.3)

AutoCAD SHX Text (13.7)

AutoCAD SHX Text (13.4)

AutoCAD SHX Text (13.1)

AutoCAD SHX Text (11.9)

AutoCAD SHX Text (10.7)

AutoCAD SHX Text (13.7)

AutoCAD SHX Text (9.1)

AutoCAD SHX Text (6.7)

AutoCAD SHX Text (5.5)

AutoCAD SHX Text (4.6)

AutoCAD SHX Text (7.9)

AutoCAD SHX Text (23.8)

AutoCAD SHX Text (15.8)

AutoCAD SHX Text (11.9)

AutoCAD SHX Text (9.4)

AutoCAD SHX Text (7.9)

AutoCAD SHX Text (13.1)

AutoCAD SHX Text (12.2)

AutoCAD SHX Text (10.7)

AutoCAD SHX Text (25.6)

AutoCAD SHX Text (16.5)

AutoCAD SHX Text (12.5)

AutoCAD SHX Text (9.8)

AutoCAD SHX Text (8.2)

AutoCAD SHX Text (13.1)

AutoCAD SHX Text (12.5)

AutoCAD SHX Text (11.3)

AutoCAD SHX Text (10.0)

AutoCAD SHX Text (9.1)

AutoCAD SHX Text (25.4)

AutoCAD SHX Text (17.0)

AutoCAD SHX Text (12.8)

AutoCAD SHX Text (10.4)

AutoCAD SHX Text (8.5)

AutoCAD SHX Text (13.4)

AutoCAD SHX Text (13.1)

AutoCAD SHX Text (11.6)

AutoCAD SHX Text (10.4)

AutoCAD SHX Text (9.4)

AutoCAD SHX Text (8.8)

AutoCAD SHX Text (7.9)

AutoCAD SHX Text (5.5)

AutoCAD SHX Text (4.3)

AutoCAD SHX Text (3.4)

AutoCAD SHX Text (2.7)

AutoCAD SHX Text (10.0)

AutoCAD SHX Text (6.7)

AutoCAD SHX Text (4.9)

AutoCAD SHX Text (4.0)

AutoCAD SHX Text (3.3)

AutoCAD SHX Text (914)

AutoCAD SHX Text (1067)

AutoCAD SHX Text (1219)

AutoCAD SHX Text (1372)

AutoCAD SHX Text (1524)

AutoCAD SHX Text (1676)

AutoCAD SHX Text (1829)

AutoCAD SHX Text (1981)

AutoCAD SHX Text (2134)

AutoCAD SHX Text (2286)

AutoCAD SHX Text (2438)

AutoCAD SHX Text (2591)

AutoCAD SHX Text (2743)

AutoCAD SHX Text (2896)

AutoCAD SHX Text (3048)

AutoCAD SHX Text (305)

AutoCAD SHX Text (610)

AutoCAD SHX Text (14.6)

AutoCAD SHX Text (12.5)

AutoCAD SHX Text (11.0)

AutoCAD SHX Text (9.75)

AutoCAD SHX Text (8.8)

AutoCAD SHX Text (7.9)

AutoCAD SHX Text (7.3)

AutoCAD SHX Text (6.7)

AutoCAD SHX Text (6.4)

AutoCAD SHX Text (5.8)

AutoCAD SHX Text (5.5)

AutoCAD SHX Text (5.2)

AutoCAD SHX Text (18.3)

AutoCAD SHX Text (15.6)

AutoCAD SHX Text (13.7)

AutoCAD SHX Text (12.2)

AutoCAD SHX Text (11.0)

AutoCAD SHX Text (10.0)

AutoCAD SHX Text (9.1)

AutoCAD SHX Text (8.5)

AutoCAD SHX Text (7.9)

AutoCAD SHX Text (7.3)

AutoCAD SHX Text (6.7)

AutoCAD SHX Text (6.4)

AutoCAD SHX Text (6.0)

AutoCAD SHX Text (5.8)

AutoCAD SHX Text (23.8)

AutoCAD SHX Text (19.5)

AutoCAD SHX Text (17.4)

AutoCAD SHX Text (15.8)

AutoCAD SHX Text (14.9)

AutoCAD SHX Text (14.3)

AutoCAD SHX Text (13.4)

AutoCAD SHX Text (12.5)

AutoCAD SHX Text (11.6)

AutoCAD SHX Text (10.7)

AutoCAD SHX Text (10.0)

AutoCAD SHX Text (9.4)

AutoCAD SHX Text (9.1)

AutoCAD SHX Text (8.5)

AutoCAD SHX Text (8.2)

AutoCAD SHX Text (27)

AutoCAD SHX Text (21.6)

AutoCAD SHX Text (18.6)

AutoCAD SHX Text (16.7)

AutoCAD SHX Text (15.9)

AutoCAD SHX Text (14.9)

AutoCAD SHX Text (14.3)

AutoCAD SHX Text (14.0)

AutoCAD SHX Text (13.7)

AutoCAD SHX Text (13.1)

AutoCAD SHX Text (12.2)

AutoCAD SHX Text (11.6)

AutoCAD SHX Text (10.7)

AutoCAD SHX Text (10.4)

AutoCAD SHX Text (9.7)

AutoCAD SHX Text (30.8)

AutoCAD SHX Text (24.0)

AutoCAD SHX Text (20.1)

AutoCAD SHX Text (18.0)

AutoCAD SHX Text (16.4)

AutoCAD SHX Text (15.5)

AutoCAD SHX Text (14.9)

AutoCAD SHX Text (14.3)

AutoCAD SHX Text (14.0)

AutoCAD SHX Text (13.7)

AutoCAD SHX Text (13.4)

AutoCAD SHX Text (12.8)

AutoCAD SHX Text (11.9)

AutoCAD SHX Text (11.3)

AutoCAD SHX Text (11.0)

AutoCAD SHX Text (762)

AutoCAD SHX Text (914)

AutoCAD SHX Text (1067)

AutoCAD SHX Text (1219)

AutoCAD SHX Text (1371)

AutoCAD SHX Text (1524)

AutoCAD SHX Text (1676)

AutoCAD SHX Text (1829)

AutoCAD SHX Text (1981)

AutoCAD SHX Text (2133)

AutoCAD SHX Text (2286)

AutoCAD SHX Text (2438)

AutoCAD SHX Text (381)

AutoCAD SHX Text (610)

AutoCAD SHX Text (914)

AutoCAD SHX Text (8.8)

AutoCAD SHX Text (7.3)

AutoCAD SHX Text (6.4)

AutoCAD SHX Text (6.7)

AutoCAD SHX Text (5.8)

AutoCAD SHX Text (5.5)

AutoCAD SHX Text (11.3)

AutoCAD SHX Text (9.4)

AutoCAD SHX Text (8.2)

AutoCAD SHX Text (8.5)

AutoCAD SHX Text (7.6)

AutoCAD SHX Text (6.7)

AutoCAD SHX Text (6.0)

AutoCAD SHX Text (6.4)

AutoCAD SHX Text (17.0)

AutoCAD SHX Text (14.3)

AutoCAD SHX Text (12.2)

AutoCAD SHX Text (11.3)

AutoCAD SHX Text (10.1)

AutoCAD SHX Text (9.1)

AutoCAD SHX Text (8.2)

AutoCAD SHX Text (7.6)

AutoCAD SHX Text (7.0)

AutoCAD SHX Text (6.4)

AutoCAD SHX Text (17.7)

AutoCAD SHX Text (14.6)

AutoCAD SHX Text (12.5)

AutoCAD SHX Text (13.4)

AutoCAD SHX Text (11.9)

AutoCAD SHX Text (10.7)

AutoCAD SHX Text (9.7)

AutoCAD SHX Text (8.8)

AutoCAD SHX Text (8.2)

AutoCAD SHX Text (7.6)

AutoCAD SHX Text (7.3)

AutoCAD SHX Text (6.7)

AutoCAD SHX Text (18.0)

AutoCAD SHX Text (14.9)

AutoCAD SHX Text (12.8)

AutoCAD SHX Text (14.9)

AutoCAD SHX Text (14.0)

AutoCAD SHX Text (12.8)

AutoCAD SHX Text (11.6)

AutoCAD SHX Text (10.7)

AutoCAD SHX Text (9.7)

AutoCAD SHX Text (9.1)

AutoCAD SHX Text (8.5)

AutoCAD SHX Text (7.9)

AutoCAD SHX Text

[88] NUMBERS IN BRACKETS ARE MAXIMUM FILL HEIGHTS IN FEET

AutoCAD SHX Text INCHES (mm)

AutoCAD SHX Text (457)

AutoCAD SHX Text (457-1372)

AutoCAD SHX Text (1372)

AutoCAD SHX Text (178)

AutoCAD SHX Text (305)

AutoCAD SHX Text (610)

AutoCAD SHX Text (178)

AutoCAD SHX Text (305)

AutoCAD SHX Text (610)

AutoCAD SHX Text (355)

AutoCAD SHX Text (610)

AutoCAD SHX Text (457)

AutoCAD SHX Text (610)

AutoCAD SHX Text (267)

AutoCAD SHX Text (413)

AutoCAD SHX Text (1.6)

AutoCAD SHX Text (2.0)

AutoCAD SHX Text (2.8)

AutoCAD SHX Text (3.5)

AutoCAD SHX Text (4.3)

AutoCAD SHX Text (1.5)

AutoCAD SHX Text (1.9)

AutoCAD SHX Text (2.7)

AutoCAD SHX Text (3.4)

AutoCAD SHX Text (4.2)

AutoCAD SHX Text INCHES (mm)

AutoCAD SHX Text (A)-PERMITTED ONLY FOR CONNECTING ANNULAR CORRUGATED TO HELICAL CORRUGATED PIPE, (B)-FOR CONNECTING METAL END SECTIONS. (C)-FOR BANDS WITH ANGLES. FOR BANDS WITH TENSION TYPE CONNECTIONS.

THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS FOLLOWING THE ENGLISH UNITS.

PANTHER

8"min.

12" MIN.

8'WIDE

6"min.

12 oz Geotextile Fabric

1" Crushed Rock @ 6" depth and 14'width OR

Agg Base @ 6" Depth

See Drawings.

NOTE:

1. Unless shown otherwise, geotextile fabric shall be 12 oz non-woven.

2. Drain rock shall be crushed clean aggregate.

3. Fabric tears shall be repaired by patching with fabric and overlapping 2' min.

4. Excess material shall be either cut and removed or folded and incorporated into overlap material.

GEOTEXTILE UNDERDRAIN

SOIL SEPARATION

TYP.

FILTER BLANKET

TYP.

AutoCAD SHX Text 12 oz Geotextile Fabric

AutoCAD SHX Text 1" clean drain rock

AutoCAD SHX Text 3/4" agg base @ 6" depth

AutoCAD SHX Text and 12'width COMPACTION A

AutoCAD SHX Text Overlap cloth 3' or more.

AutoCAD SHX Text 1/10D

AutoCAD SHX Text Existing ground

AutoCAD SHX Text 2' +

AutoCAD SHX Text

AutoCAD SHX Text Minimum of d + 4'

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text D

AutoCAD SHX Text C.M.P.

AutoCAD SHX Text Selected granular

AutoCAD SHX Text material

AutoCAD SHX Text Bedding material

AutoCAD SHX Text Minimum

AutoCAD SHX Text excavated

AutoCAD SHX Text limits

AutoCAD SHX Text 1" clean drain rock

AutoCAD SHX Text 12 oz Geotextile Fabric

Overlap cloth 3' or more.

PANTHER

OR FLATTER

`T'

RIPRAP SLOPE

PROTECTION TYP

NOT TO SCALE

CLASS III RIPRAP

(OR AS INDICATED IN DRAWINGS)

SMOOTH FOUNDATION

UNDER FILTER

12 OZ NON-WOVEN

GEOTEXTILE

FABRIC

NOTE: `T' = THICKNESS: THICKNESS SHALL BE DETERMINED BY THE

ENGINEER. MINIMUM THICKNESS SHALL BE 1.5x THE MAXIMUM STONE

DIAMETER, NEVER LESS THAN 18".

KEYWAY AT TOE OF

SLOPE

TYPICAL SECTION

PROJECT

30"

MINIMUM

12"

MIN

36" MIN.

BURY ROCK TO GREATEST

HORIZONTAL DIMENSION

BARRIER

ROCK

SET FRACTURES

BELOW GRADE

NOTES:

(1) BARRIER ROCKS SHALL BE A MINIMUM SIZE OF 30" X 36".

(2) DISTURBED EARTH BECAUSE OF INSTALLATION OF ROCK

BARRIER SHALL BE BLENDED INTO THE SURROUNDING GROUND.

(3) WHEN LOCATION…

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