FSR 5601 Repairs Plans typicals drawings.pdf

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE, REGION 1

NEZ PERCE-CLEARWATER NATIONAL FORESTS

LOCHSA/POWELL RANGER DISTRICT

CONSTRUCTION PLANS FOR:

LOST CREEK ROAD REPAIRS

NFSR 5601 MP 0.00 - 6.00

VICINITY MAP

DATEFOREST SUPERVISOR

APPROVED:

DATE

NEZ PERCE-CLEARWATER NATIONAL FORESTS

FOREST ENGINEER

RECOMMENDED:

NEZ PERCE-CLEARWATER NATIONAL FORESTS

MATERIAL SOURCES

CONTRACTOR FURNISHED

MULCH

GOVERNMENT FURNISHED

WASTE SITE

PIT RUN

SEED

DATEDISTRICT RANGER

LOCHSA/POWELL RANGER DISTRICT

ENGINEERS

PLANNERS

SURVEYORS

INDEX TO SHEETS

NO. DESCRIPTION

1 TITLE SHEET

SCHEDULE OF QUANTITIES & GENERAL

NOTES

3 LOST CREEK ROAD MAP

4 ROAD TYPICAL SECTIONS

5 ROAD WORK LIST

6 - 7 GATE DETAILS

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PROJECT

START

PROJECT

END

HWY 12

SYRIN

GA, ID

49.6 M

ILES

SADDLE CAMPROAD 107

LO

S T

C R

E E

K R

O A

D

Wallace

Orofino

Kamiah

SANDPOINT

Porthill

Priest Lake

Lake Pend Oreille

COEUR D'ALENE

Kellogg

St. Maries

Lake Coeur d'Alene

SPOKANE

Avery

Clarkia

Dworshak Reservoir

MISSOULA

MOSCOW

LEWISTON

PROJECT

LOCATION

4-14-2023

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPAR TMENT OF AGR I CU LT

UR

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REGION 1

NORTHERN REGION

LOST CREEK

ROAD REPAIRS

NEZ PERCE-

CLEARWATER

NATIONAL

FORESTS

LOCHSA/POWELL

RANGER DISTRICT

SCHEDULE OF

QUANTITIES &

GENERAL NOTES

4/14/23

T. KOCHER

T. KOCHER

B. KAMRUD

7140.037

7 2

SCHEDULE OF QUANTITIES

* ALL ITEMS LISTED IN THE SCHEDULE OF ITEMS ABOVE ARE ACTUAL QUANTITIES (AQ) EXCEPT FOR THOSE DENOTED BY *.

ITEMS DESIGNATED WITH * ARE CONTRACT QUANTITIES (CQ). (SEE SECTION 109.02(B) OF THE STANDARD SPECIFICATIONS)

ITEM NO. ITEM DESCRIPTION MEASUREMENT QUANTITY COMMENTS

15101 MOBILIZATION LUMP SUM ALL

15201 CONSTRUCTION SURVEY AND STAKING LUMP SUM ALL LICENSED SURVEYOR REQUIRED

15713 SOIL EROSION & POLLUTION CONTROL LUMP SUM ALL INCLUDES DEWATERING. SEE GENERAL NOTES.

20209* SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD F MILE 6.1

20421 TYPE II DRAIN DIP, COMPACTION PLACEMENT METHOD 3, TOLERANCE CLASS A EACH 3

30120* PIT RUN, MAXIMUM SIZE 4", COMPACTION METHOD A CUBIC YARD 60

30307* ROADWAY RECONDITIONING, COMPACTION PLACEMENT METHOD 3 MILE 6.1

60708 CLEANING CULVERTS IN PLACE EACH 2

61902 GATE EACH 2

62201-A EQUIPMENT RENTAL, HYDRAULIC EXCAVATOR WITH THUMB HOURS 16

62201-B EQUIPMENT RENTAL, LARGE DUMP TRUCK HOURS 16

62552 SEEDING AND MULCHING LUMP SUM ALL

GOVERNMENT FURNISHED SEED. CERTIFIED WEED FREE MULCH, CONTRACTOR

FURNISHED.

GENERAL NOTES

CONSTRUCTION DRAWINGS: DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONTRACTOR IS EXPECTED TO USE QUALITY, ACCEPTABLE CONSTRUCTION PRACTICES & TECHNIQUES FOR THE EXTENT & TYPE OF WORK DESCRIBED HEREIN. DO NOT SCALE DRAWINGS. VERIFY ALL EXISTING DIMENSIONS IN THE FIELD. IF A DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE CO OR COR IMMEDIATELY FOR WRITTEN CLARIFICATION.

ACCEPTING & REJECTING WORK: THE GOVERNMENT SHALL BE THE FINAL AUTHORITY ON ACCEPTING AND/OR REJECTING WORK INCLUDING, BUT NOT LIMITED TO UNAUTHORIZED WORK, WORK CONDUCTED PRIOR TO APPROVAL OF SUBMITTALS, APPROVAL OF THE APPEARANCE OF THE WORK, & COMPLIANCE WITH ALL OTHER SUBJECTIVE REQUIREMENTS OF THE WORK.

COMPLIANCE: CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND STATE OF IDAHO REGULATIONS. ALL PERMITS AND FEES REQUIRED FOR THIS

PROJECT SHALL BE OBTAINED AND PURCHASED BY THE CONTRACTOR.

EXISTING CONDITIONS: EVERY ATTEMPT HAS BEEN MADE TO ENSURE THE ACCURACY OF THE DRAWINGS THROUGH FIELD VERIFICATION & EXISTING PLAN REVIEW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING CONDITIONS, SIZES, QUANTITIES, & TO COORDINATE ALL ASPECTS OF THE PROJECT BEFORE CONSTRUCTION, ORDERING, & INSTALLATION OF ANY COMPONENT. NOTIFY THE UNIVERSITY IMMEDIATELY FOR WRITTEN CLARIFICATION IF ANY DISCREPANCY EXISTS. CALL BEFORE YOU DIG: THERE ARE NO KNOWN UTILITIES WITHIN THE PROJECT AREA HOWEVER THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT NO UTILITIES EXIST IN AREAS OF CONSTRUCTION OR

RECONSTRUCTION.

SPECIFICATIONS: CONSTRUCT THE PROJECT IN COMPLIANCE WITH FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND APPLICABLE FOREST

SERVICE SUPPLEMENTAL SPECIFICATIONS.

EXCAVATION & DISTURBANCE LIMITS: THE CONTRACTOR SHALL ONLY DISTURB WITHIN THE LIMITS OF DISTURBANCE SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS. NO GROUND DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS UNLESS APPROVED BY THE GOVERNMENT PRIOR TO CONSTRUCTION. ALL DISTURBANCE AREAS MUST BE RESTORED TO PRE-CONSTRUCTION OR BETTER CONDITIONS AT THE COMPLETION OF THE WORK. EXCAVATION AND STRUCTURAL FILL SHALL BE COMPLETED IN COMPLIANCE WITH THE PROJECT SPECIFICATIONS. TOPSOIL SHALL BE STRIPPED AND STOCKPILED SEPARATELY AND SHALL BE RE-SPREAD OVER DISTURBED AREAS IN ACCORDANCE WITH THE LANDSCAPING PLAN.

CLEARING & GRUBBING: LOG DECKS SHALL BE STABLE & LOCATED BEYOND TOE OF FILL SO AS TO NOT INTERFERE WITH ROAD CONSTRUCTION. EMBANKMENT MATERIAL SHALL NOT BE PLACED ON OR AGAINST LOG DECKS. DECK FIREWOOD BEYOND TOP

OF CUT. DECK STABLE SO THEY DO NOT ROCK.

NOXIOUS WEED CONTROL: IN ORDER TO PREVENT THE SPREAD OF NOXIOUS WEEDS. THE CONTRACTOR SHALL PROVIDE CERTIFICATION THAT ANY SEED OR STRAW/HAY ON THE PROJECT IS NOXIOUS WEED FREE. THE CONTRACTOR SHALL FURNISH THE FOREST SERVICE WITH PROOF OF WEED FREE EQUIPMENT AS PROVIDED IN THE CONTRACT AS PER SECTIONS 601 AND 625. WASH EQUIPMENT AS PER SECTION 601.

SEDIMENT & DUST CONTROL: SEDIMENT BASINS AND TRAPPED SEDIMENT SHALL BE REMOVED PRIOR TO THE END OF THE CONSTRUCTION SEASON. MATERIAL REMOVED SHALL BE PLACED 5 FT. ABOVE HIGH WATER MARK. APPLICATION RATE FOR DUST PALLIATIVE IS 1.5 POUNDS PER SQUARE YARD FOR THE FULL WIDTH OF THE ROADWAY INCLUDING CURVE WIDENING AND TURNOUTS.

SEEDING: ALL AREAS OF DISTURBED EARTH OUTSIDE OF ROADBED SHALL BE SEEDED. MULCH TO BE CERTIFIED WEED FREE.

DISPOSAL: ALL MATERIALS DESIGNATED FOR REMOVAL BECOME THE PROPERTY OF THE CONTRACTOR AND ARE TO BE DISPOSED OF BY REMOVING FROM THE FOREST IN AN ENVIRONMENTALLY SAFE MANNER IN ACCORDANCE WITH ALL LOCAL, STATE

AND FEDERAL REQUIREMENTS.

CONSTRUCTION SIGNING: ALL CONSTRUCTION SIGNS AND INSTALLATIONS SHALL CONFORM TO THE CURRENT M.U.T.C.D. STANDARDS.

TEMPORARY TRAFFIC CONTROL: SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL AT LEAST 30 DAYS PRIOR TO INTENDED USE.

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPAR TMENT OF AGR I CU LT

UR

E

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REGION 1

NORTHERN REGION

LOST CREEK

ROAD REPAIRS

NEZ PERCE-

CLEARWATER

NATIONAL

FORESTS

LOCHSA/POWELL

RANGER DISTRICT

LOST CREEK

ROAD MAP

4/14/23

T. KOCHER

T. KOCHER

B. KAMRUD

7140.037

7 3

JUNCTION OF SADDLE

CAMP ROAD 107 & HWY 12

RD 5601 STA 10+00

BEGIN ROAD WORK

& REPLACE GATE.

SEE SHEET 6&7

N

SCALE IN FEET

0 1000 2000

(PLOT SIZE = 11" x 17")

HWY 12

SYRIN

GA, ID

49.6 M

ILES

LOCHSA LODGE, ID

22.4 M

ILES

LOST CREEK AOP

RD 5601 MP 5.03

LOST CREEK AOP

RD 5601 MP 5.77

LOST CREEK AOP

RD 5601 MP 5.99

RD 5601 MP 4.6

STA 263+81

REMOVE & REPLACE

EXISTING GATE, PROTECT IN

PLACE EXISTING TURNOUT.

SEE SHEET 6&7

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPAR TMENT OF AGR I CU LT

UR

E

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REGION 1

NORTHERN REGION

LOST CREEK

ROAD REPAIRS

NEZ PERCE-

CLEARWATER

NATIONAL

FORESTS

LOCHSA/POWELL

RANGER DISTRICT

ROAD TYPICAL

SECTIONS

4/14/23

T. KOCHER

T. KOCHER

B. KAMRUD

7140.037

7 4

6'

5'

MIN.

6'

22' MIN. CLEARING WIDTH

LC

NFSR 5601 RECONSTRUCTION CLEARING

LIMITS EXTEND 5' LATERALLY FROM

EXISTING ROAD SHOULDERS

TOP EXISTING

OF CUT

RECONDITION ROADBED,

SHOULDERS, 1' DEEP ROADSIDE

DITCHES, TURNOUTS, & DRAIN

DIPS AS REQUIRED

5'

MIN.

WIDENING

WIDTH

VARIES

SCATTER SLASH

ACCORDING TO

FSSS 203.05 (F)

2% - 4%

ROAD TYPICAL SECTION MP 0.0 - 4.7

NOT TO SCALE

NATIVE SURFACING

6'

5'

MIN.

6'

22' MIN. CLEARING WIDTH

LC

NFSR 5601 RECONSTRUCTION CLEARING

LIMITS EXTEND 5' LATERALLY FROM

EXISTING ROAD SHOULDERS

TOP EXISTING

OF CUT

RECONDITION ROADBED,

SHOULDERS, 1' DEEP ROADSIDE

DITCHES, TURNOUTS, & DRAIN

DIPS AS REQUIRED

5'

MIN.

WIDENING

WIDTH

VARIES

SCATTER SLASH

ACCORDING TO

FSSS 203.05 (F)

ROAD TYPICAL SECTION MP 4.7 - 6.0

NOT TO SCALE

NATIVE SURFACING

2% - 4%

B(ft) R(ft)

LOWBOY LOG TRUCK 4X4 (FIRE ENGINE)

TAPER ROUNDING LENGTH TAPER ROUNDING LENGTH TAPER ROUNDING

0-5

6-9

10-12

0-5

6-9

10-30

20 25

20 40

20 50

15 15 5

NOTES:

1. MINIMUM CROSS SLOPE OF DRAINLINE: 2% MIN AND 4% MAX.

2. SKEW OF DRAINLINE SHALL BE 0-25 DEGREES.

3. WHEN RIPRAP IS SPECIFIED AT OUTLET, IT SHALL BE SHAPED TO ASSURE WATER GOES ONTO

RIPRAP, NOT AROUND. INSTRUMENT SHALL BE USED TO DETERMINE LOW POINT.

4. RIPRAP TOP ELEVATION SHALL BE AT TOP OF FINISHED OUTLET GRADE, NOT SUBGRADE.

5. TAPER LENGTHS SHALL BE WITHIN 10% OF LISTED LENGTHS.

6. DRAIN DIP LOCATIONS WILL BE FINALIZED BY THE CO.

A(ft) B(ft) R(ft) A(ft) B(ft) R(ft)

CHORD LENGTH

FOR ROUNDING,

TYPICAL

GRADE

GRADE

B = 40' A = 20' B = 40'

R = 20'

R = 20'

DRAIN DIP PROFILE

EXISTING ROAD PROFILE

.3

M

IN

DRAIN DIP TYPICAL DETAIL

NOT TO SCALE

0-5

6-9

10-12

GRADE

LENGTH

A(ft)

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPAR TMENT OF AGR I CU LT

UR

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REGION 1

NORTHERN REGION

LOST CREEK

ROAD REPAIRS

NEZ PERCE-

CLEARWATER

NATIONAL

FORESTS

LOCHSA/POWELL

RANGER DISTRICT

ROAD WORK LIST

4/14/23

T. KOCHER

T. KOCHER

B. KAMRUD

7140.037

7 5

ROAD WORK LIST

NOTES:

1. WHERE POSSIBLE, SALVAGE SUITABLE MATERIAL FOR RE-USE ON SITES UNDER THIS CONTRACT.

2. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY.

3. DO NOT SIDECAST MATERIAL WITHIN 250 FEET OF ANY STREAM.

4. DRAIN DIP LOCATIONS TO BE FINALIZED BY THE CO.

5. CRUSHED AGGREGATE SOURCE AVAILABLE AT POWELL PASTURE STOCKPILE LOCATED AT MP 0.2 OFF ROAD 5910A WHICH IS LEFT AT THE JUNCTION OF FS

ROAD 5910, SECTION 28, T37N, R14E.

6. RIPRAP IS AVAILABLE AT THE SADDLE CAMP PIT AT THE BOTTOM OF SADDLE CAMP ROAD.

BEGIN MP END MP ITEM NO. WORK DESCRIPTION UNIT OF MEASURE QUANTITY

0.19 5.00 20209 SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD F MILE 4.81

- - - CLEAR ALL BRUSH AND SMALL TREES AND LIMB LIVE TREES WITHIN ROADSIDE CLEARING LIMITS, SEE TYPICAL SECTIONS

SHEET 4 - -

0.19 5.00 30307 ROADWAY RECONDITIONING, COMPACTION PLACEMENT METHOD 3 MILE 4.81

RECONDITION ROADBED, SHOULDERS, ROADSIDE DITCHES, TURNOUTS, & DRAIN DIPS AS REQUIRED, SEE TYPICAL

SECTIONS SHEET 4, INDIRECT TO ITEM 30307 - -

0.19 0.19 61902 GATE EACH 1

- - - REMOVE & REPLACE EXISTING GATE, SEE DETAIL ON SHEETS 8 & 9 - -

5.00 6.17 20209 SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD F MILE 1.2

- - - CLEAR ALL BRUSH AND SMALL TREES AND LIMB LIVE TREES WITHIN ROADSIDE CLEARING LIMITS, SEE TYPICAL SECTIONS

SHEET 5 - -

5.00 6.17 30307 ROADWAY RECONDITIONING, COMPACTION PLACEMENT METHOD 3 MILE 1.2

RECONDITION ROADBED, SHOULDERS, ROADSIDE DITCHES, TURNOUTS, & DRAIN DIPS AS REQUIRED, SEE TYPICAL

SECTIONS SHEET 4, INDIRECT TO ITEM 30307 - -

5.00 6.17 62552 PIT RUN MAXIMUM SIZE 4", COMPACTION METHOD A CUBIC YARD 60

- - - PLACE PIT RUN AT THE DIRECTION OF THE CO. INDIRECT TO ITEM 62552 - -

4.60 4.60 61902 GATE EACH 1

- - - REMOVE & REPLACE EXISTING GATE, SEE DETAIL ON SHEETS 6&7 - -

5.36 5.36 60708 CLEANING CULVERTS IN PLACE EACH 1

- - - CLEAN EXISTING 12" DIA. CMP IN PLACE - -

5.42 5.42 60708 CLEANING CULVERTS IN PLACE EACH 1

- - - CLEAN EXISTING 12" DIA. CMP IN PLACE - -

5.49 5.49 20421 TYPE II DRAIN DIP, COMPACTION PLACEMENT METHOD 3, TOLERANCE CLASS A EACH 1

- - - CONSTRUCT DRAIN DIP, SEE DETAIL ON SHEET 4 - -

5.60 5.60 20421 TYPE II DRAIN DIP, COMPACTION PLACEMENT METHOD 3, TOLERANCE CLASS A EACH 1

- - - CONSTRUCT DRAIN DIP, SEE DETAIL ON SHEET 4 - -

5.69 5.69 20421 TYPE II DRAIN DIP, COMPACTION PLACEMENT METHOD 3, TOLERANCE CLASS A EACH 1

- - - CONSTRUCT DRAIN DIP, SEE DETAIL ON SHEET 4 - -

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPAR TMENT OF AGR I CU LT

UR

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REGION 1

NORTHERN REGION

LOST CREEK AOP

CULVERT

REPLACEMENTS &

ROAD REPAIRS

NEZ PERCE-

CLEARWATER

NATIONAL

FORESTS

LOCHSA/POWELL

RANGER DISTRICT

GATE DETAILS

2/27/23

T. KOCHER

T. KOCHER

B. KAMRUD

7140.037

7 6

TYPE 1 BARRICADE

MARKER, RED ON WHITE (12"X36") -------�

2 EACH SIDE OF GATE, 4 TOTAL

14' -0 MIN. - 16'-6 MAX.

ct ROAD I

1 O" MIN 32" 1 O" MIN

1'-4"

TYPE 2 OBJECT MARKER,

1----- YELLOW (6"X12"), 1 EACH

SIDE OF EACH POST, 6 TOTAL

TRAVEL LIMITATION SIGN, REFLECTIVE

WITH WHITE LEGEND AND BORDER ON

BROWN BACKGROUND (16"X 36"),

ALL LETTERS ARE SERIES C,

4" STANDARD ALPHABET-NUMERAL SERIES

FOR SIGN USAGE. (REF. SEC. 2A MUTCD)

COMPACTED

BACKFILL

(TYP.)

3'-3"

NOTES: HINGE POST LOCK CLOSED POST

1. PIPE SIZES SHOWN ARE FOR STANDARD WEIGHT STEEL PIPE, CONFORMING TO ASTM A 120.

2. WELDING SHALL BE DONE IN ACCORDANCE WITH THE BEST MODERN PRACTICE AND THEN APPLICABLE REQUIREMENTS OF AMERICAN WELDING

SOCIETY D1 .1.

3. PAINTING OF THE GATE AND ALL APPURTENANCES SHALL CONFORM TO SECTION 563 - PAINTING, SYSTEM 2, 3, OR 5. FINAL COAT TINT SHALL

BE NATIONAL PARK SERVICE GREEN (FEDERAL STANDARD 595A COLOR # 14062).

4. ALL BACKFILL MATERIAL SHALL BE COMPACTED IN 6" LIFTS UNTIL THERE IS NO DEFORMATION.

5. STRUCTURAL PIPE AND STEEL PLATE SHALL CONFORM TO ASTM A 36.

6. CONTRACTOR WILL SUPPLY AND INSTALL SIGNS. SIGNS WILL MEET THE REQUIREMENTS OF SECTION 633. ALL WORK AND MATERIALS PERTAINING

TO SECTION 633 - SIGNS, SHALL BE SUBSIDIARY TO SECTION 650 - ROAD CLOSURE DEVICES. NO SEPARATE PAYMENT WILL BE MADE.

7. DRILL ¾" ¢ HOLES AND US 7f5" BOLTS WITH ANTI-THEFT LOCKING NUTS FOR SIGN INSTALLATIONS.

8. REMOVE EXISTING BARRIER OR GATE AT NEW GATE LOCATION. THE REMOVED GATES BECOME PROPERTY OF THE CONTRACTOR AND MUST BE

REMOVED FROM FOREST LAND AND DISPOSED OF IN A LEGAL MANNER; CONCRETE BARRIERS ARE TO BE REMOVED TO

GRAVEL PIT FOR STORAGE OR AS STATED ON WORK LIST.

NEZ PERCE/CLEARWATER

COMPACTED

BACKFILL --

3'-3"

LOCK OPEN POST

ROADWAY

GATE

$::::::""'====� ./ LOCK OPEN POST

,i,...

PLAN VIEW

PIPE GATE DETAIILS

SHEET

9. ALL WORK ASSOCIATED WITH GATE CONSTRUCTION PAID INDIRECT TO ITEM 61902

LOST CREEK

ROAD REPAIRS

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPAR TMENT OF AGR I CU LT

UR

E

2/

/2 3 0

9:

T

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REGION 1

NORTHERN REGION

LOST CREEK AOP

CULVERT

REPLACEMENTS &

ROAD REPAIRS

NEZ PERCE-

CLEARWATER

NATIONAL

FORESTS

LOCHSA/POWELL

RANGER DISTRICT

GATE DETAILS

2/27/23

T. KOCHER

T. KOCHER

B. KAMRUD

7140.037

7 7

,_ ____________ 13'-5 -------------

(0

I (0

I n

+ 2'-0 +3½"0 PIPE

HINGE POST

¼" STEEL PLATE

SLOTTED ¾" X 3"

"St " n

1/4

I n

3½" 0 PIPE

(¾s"WALL)

J l r 2·-0 �

LOCK OPEN POST

3½" STD. BLACK PIPE

PIPE GATE DETAILS

NOTTO SCALE

LOCATIONS MARKED ON THE GROUND BY THE CO.

ALL 0 ARE OUTSIDE DIAMETERS.

7" 0 PIPE(½" WALL)

I n

J � ______.___--------'--

+ 2 • -o +

LOCK CLOSED POST

TOP VIEW - POST BASE

� 2'-0 _j

WELD AT ALL-�-==�_.,i._

CONTACT POINTS

1/4 FILLET

T I

N

1/4"X24"X24" STEEL PLATE FOR

FOR ALL POSTS

LOCK BOX DETAIL

SPOT WELD OBLONG LINKS

TOGETHER (BOTH SIDES

11i'

3½" 0 PIPE

10½"

2½" 0 PIPE

SLOTTED ½" X 3"

7" 0 PIPE

SIDE VIEW

1 / 4" STEEL PLATE

4"

TOP VIEW

½" RADIUS

LA

SIDE VIEW

�"X3½"X3"

�2½"0PIPE

� ½"X2½"X6"

II

½"

SECTION A-A

3 8" \

SINGLE LINK DOUBLE LINK

CONSTRUCT LOCKING DEVICE FROM CARBON STEEL

WELDLESS OBLONG LINKS.

(J) 0

TWO SINGLE LINKS AND ONE DOUBLE (WELDED) LINK

REQUIRED FOR EACH LOCKING SYSTEM.

�1/4

LOCKING TANG

NEZ PERCE-CLEARWATER

m

MULTIPLE LOCKING

SYSTEM

PIPE GATE DETAILS

LOCHSA GATES

SHEET

OF

4 4

LOST CREEK

ROAD REPAIRS