ERFO_PLANS_RD_43.pdf

PROJECT LOCATION

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-001 COVER SHEET

G-002 SUMMARY OF ESTIMATED QUANTITIES

G-003 GENERAL NOTES

C-101 - C-103 CONSTRUCTION DIAGRAM

C-501 AGGREGATE NOTES & DETAILS

C-502

PIPE QUANTITIES & CULVERT

INSTALLATION DETAILS

C-503 DITCHING AND RIP-RAP DETAILS

C-504 LOW WATER SLAB PLAN VIEW

C-505

WATER GAUGE, TYPICAL DETAIL

C-506

TEMPLATE, TYPICAL SECTION DETAILS

RECOMMENDED BY:

DATE

DATE

DATE

DATE

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(R08) SOUTHERN REGION

OUACHITA NATIONAL FOREST

MONTGOMERY COUNTY, ARKANSAS

CADDO RANGER DISTRICT

AR2016-1-FS RD. 43

FS RD. 43 m.p. 6.157

M.P. 3.292 AND M.P. 6.157

FS RD. 43 m.p. 3.292

LEAD OFF

& WING

GENERAL NOTES

1. The Specifications for this project shall be Federal Highway Administration "STANDARD SPECIFICATIONS FOR CONSTRUCTION

OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS FP-14 US Customary Units" and the Special Project

Specifications. FP-14 US Customary Units specifications may be downloaded at: www.flh.fhwa.dot.gov/resources/pse/specs/

2. Construction tolerances shall conform with Class "E" in Table 204.02 of the Special Project Specifications.

3. Aggregate quantities including surfacing and base materials are paid for based on compacted, in place, volumes. Delivery truck loose volumes are not measured and will be considerably more than the compacted quantities listed below.

4. Maximum grade shall be 8% unless otherwise shown.

5. Contractor shall be responsible for locating any and all utilities. CALL ARKANSAS OR OKLAHOMA ONE CALL (811)

EXISTING

CATTLE

REPLACE

EXISTING

SIGN GUARD

(R)

INSTALL

SIGN

(I)

EXISTING

UNDERGROUND

GAS LINE

DITCHES

D

REPLACE

CULVERT

DRAIN

DIP

TYPICAL

SECTION GATE

PROPOSED

EDGE OF TRAVEL WAY

CENTERLINE OF ROAD

ROADSIDE DITCH / OUTSLOPE

WIDTH OF

TRAVEL WAY

6'12'

SCREENED

AGGREGATE

SURFACING

SCREENED

NF

EXIST.

CULVERT

TO REMAIN

REMOVE &

(R)(I)

INSTALL

CULVERT

EXIST.

GATE

TO REMAIN

DETAIL

L E G E N D

PIT RUN

AGGREGATE

SURFACING

EXISTING

BRIDGE

LEAD OFF

& WING

DITCHES

CONSTRUCT

CRUSHED OR

O P

O P

O P

O P

OVER HEAD POWER

E.O.P - END OF PROJECT

B.O.P - BEGINNING OF PROJECT

DF=DEEP FILL

CATCH POINT

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

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REGION 8

SOUTHERN REGION

FS ROAD 43

OUACHITA NATIONAL

FOREST

CADDO RANGER DISTRICT

SUMMARY OF

ESTIMATED QUANTITIES

FEBURARY 2018

G-002

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DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

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United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

GENERAL NOTES

FEBURARY 2018

G-003

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ARCHIVE NO.

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ROAD

CONSTRUCTION

AHEAD

SOIL PREPARATION: AREAS TO BE SEEDED SHALL BE FINISHED AS SHOWN ON THE TYPICAL

SECTION. AREAS THAT ARE DAMAGED SHALL BE RESTORED. THE SURFACE SOIL SHALL BE IN

A ROUGHENED CONDITION FAVORABLE FOR GERMINATION AND GROWTH.

AGRICULTURAL LIMESTONE SHALL BE A CALCIC OR DOLOMITIC GROUND LIMESTONE

CONTAINING NOT LESS THAN 80 PERCENT OF TOTAL (CALCIUM AND MAGNESIUM)

CARBONATES.

LIMESTONE SHALL MET THE FOLLOWING ESIEVE ANALYSIS:

AT LEAST 90 PERCENT PASSING A No. 10 SIEVE; AND

AT LEAST 40 PERCENT PASSING A No. 60 SIEVE OR

25 PERCENT PASSING A No. 100 SIEVE.

GRANULATED SLAG OR OTHER APPROVED NATURAL SOURCES OF LIME MAY BE USED,

PROVIDED THE APPLICATION RATE IS ADJUSTED TO EQUAL THE TOTAL NEUTRALIZING POWER

OF THE SPECIFIED GROUND LIMESTONE.

APPLICATION RATES:

LIMESTONE SHALL BE APPLIED AT A MINIMUM RATE OF 2.5 TONS PER ACRE.

HYDRO-SEEDING MAY BE USED BETWEEN SEPT. 1 AND MAY 15 AND WATER FOR

HYDRO-SEDING SHALL BE APPLIED AT A RATE OF 3,000 GALLONS PER ACRE OR AS

RECOMMENDED BY THE MANUFACTURER OF THE EQUIPMENT. FERTILIZER SHALL BE

APPLIED AT A MINIMUM RATE OF 600 POUNDS PER ACRE AND SHALL HAVE THE FOLLOWING

CHEMICAL ANALYSIS:

%N-12, %P2O5 -24, %K-12, OR 720 POUNDS PER ACRE AND HAVE THE FOLLOWING CHEMICAL

ANALYSIS: %N-10, %P-20, %K-10.

MULCH MATERIAL SHALL BE AGRICULTURAL STRAW(*) (SEE MULCH MATERIAL) OR WOOD

CELLULOSE FIBER APPLIED AT THE MINIMUM RATE PER ACRE AS SHOWN FOR THE TIMES OF

THE YEAR BELOW:

MINIMUM POUNDS

TIME of YEAR MULCH MATERIAL(*) PER ACRE

ANY TIME WHEAT, OAT, RICE OR RYE 5,000

9/1 - 5/15 WHEAT,OAT, RICE OR RYE STRAW OR 5,000

WOOD CELLULOSE FIBER 2,500

SEED MIXES SHALL BE ONE OF THE FOLLOWING FOR TIME OF YEAR SHOWN:

MINIMUM POUNDS

TIME OF YEAR SPECIES PER ACRE

MARCH 1 BROWNTOP MILLET 20

TO

SEPTEMBER 15

SEPTEMBER 1 ANNUAL RYEGRASS 20

TO ELBON RYE 25

MARCH 15 (ALSO KNOWN AS CEREAL RYE)

APPLICATION METHODS FOR SEED, FERTILIZER:

a) HYDRAULIC METHOD - (ACCEPTABLE 9/1 - 5/15 ONLY) SEED AND FERTILIZER

SHALL BE MIXED WITH WATER IN THE AMOUNTS SPECIFIED AND APPLIED UNDER

PRESSURE AT THE RATES SPECIFIED. MULCH SHALL BE ADDED AFTER ALL

OTHER MATERIALS HAVE BEEN MIXED IN THE TANK. LEGUME SEED SHALL BE

INOCULATED AS RECOMMENDED BY THE MANUFACTURER.

b) DRY METHOD - (REQUIRED 5/15 - 8/31) MECHANICAL SEEDERS OR OTHER

APPROVED MECHANICAL SEEDING EQUIPMENT SHALL BE USED TO APPLY

THE SEED AND FERTILIZER IN THE AMOUNTS AND MIXTURES SPECIFIED.

APPLICATION METHODS FOR MULCH:

a) HYDRAULIC METHOD - (ACCEPTABLE 9/1 - 5/15 ONLY) SPECIFIED MULCH MAY BE APPLIED

BY HYDRAULIC EQUIPMENT THAT USES WATER AS THE CARRYING

AGENT. MULCH SHALL BE EVENLY APPLIED AT THE RATES SPECIFIED. MULCHING SHALL

NOT BE DONE IN THE PRESENCE OF FREE STANDING WATER.

b) DRY METHOD - (REQUIRED 5/15 - 8/31) MULCH SHALL BE APPLIED AT THE SPECIFIED

RATE AFTER THE SEEDING AND FERTILIZING ARE COMPLETE. APPLICATION OF STRAW (*)

MAY BE BY HAND METHODS WHEN APPROVED BY THE ENGINEER.

APPLICATION METHOD FOR LIMESTONE:

LIMESTONE SHALL BE APPLIED UNIFORMLY EITHER PRIOR TO OR AFTER SOIL PREPARATION

AT THE SPECIFIED RATE. LIMESTONE SHALL BE APPLIED PRIOR TO AND SEPARATELY FROM

WHEN THE SEED AND FERTILIZER ARE APPLIED.

· NOTE W20-3

ONE 36"X36" W20-3 (PER MUTCD & S.H.S [STANDARD HIGHWAY SIGNS]) MOVABLE

CONSTRUCTION SIGN WILL BE REQUIRED AT EACH END OF THE CONSTRUCTION ZONE TO

NOTIFY THE PUBLIC DURING CONSTRUCTION ACTIVITIES. THE SIGNS SHALL BE MOUNTED

A MINIMUM OF 12" ABOVE THE GROUND, AND SHALL BE PLACED WITHIN 500 FEET OF EACH

CONSTRUCTION ZONE END. IF THE ROAD DEAD ENDS OR PUBLIC USE HAS BEEN

OBSTRUCTED, ONLY ONE W20-3 WILL BE REQUIRED. THE ROAD SHALL NOT BE CLOSED

FOR MORE THAN 2-HOURS WHEN USING THE W20-3. IF THE ROAD IS CLOSED FOR MORE

THAN 2-HOURS LIMIT A TYPE III MOVABLE BARRICADE WILL BE REQUIRED IN LIEU OF THE

W20-3.

· NOTE TYPE III

ONE TYPE III MOVABLE BARRICADE WILL BE REQUIRED TO COMPLETELY CLOSE EACH 8'

OF TRAVELED WAY WIDTH. SIGNS SHALL OBSCURE NO MORE THAN 50 PERCENT OF THE

TOP 2 RAILS OR 33 PERCENT OF ALL THREE RAILS. SIGNS SHALL BE MOUNTED A

MINIMUM OF 12" ABOVE THE GROUND. WHERE A BARRICADE ARRAY EXTENDS ACROSS A

ROADWAY, THE STRIPES SHALL SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH

TRAFFIC MUST TURN OR PASS. WHERE BOTH RIGHT AND LEFT VEHICULAR MOVEMENTS

ARE PROVIDED, THE STRIPES SHALL SLOPE DOWNWARD IN BOTH DIRECTIONS FROM THE

CENTER OF THE BARRICADE ARRAY. WHERE NO VEHICULAR MOVEMENTS ARE

PROVIDED, THE STRIPES SHALL SLOPE DOWNWARD TOWARD THE CENTER OF THE

BARRICADE ARRAY PAY FOR EITHER SIGN WOULD BE INCIDENTAL TO PAY ITEM 635.01

TYPE III MOVABLE BARRICADE

W20-3 MOVABLE BARRICADE

DRAWING TITLE

GENERAL NOTES

CLEARING

CLEARING & GRUBBING: TREES MAY BE FELLED ON GOVERNMENT LAND OUTSIDE THE

CLEARING LIMITS. TREATMENT OF SLASH SHALL BE BY METHOD F, SCATTERING. STUMPS

SHALL BE POSITIONED SUCH THAT THEY WILL NOT ROLL ONTO ROADBED OR INTO ROAD

DITCH. SLASH SHALL NOT BE DISPOSED OF (1) WITHIN ANY DEFINED STREAM CHANNEL OR

(2) WITHIN ANY MARKED BOUNDARIES OF A PROTECTED STREAM. PROTECTED STREAMS

ARE SHOWN ON SALE AREA MAP IN TIMBER SALE CONTRACT. A DEFINED STREAM CHANNEL

IS ANY CONTINUOUS CHANNEL WHICH EXHIBITS EVIDENCE OF REGULAR ANNUAL SCOUR.

EQUIPMENT SHALL NOT BE OPERATED WITHIN ANY STREAM CHANNEL EXCEPT AS

ESSENTIAL IN CONSTRUCTION OF ROADS.

GRUBBING OF UNDISTURBED STUMPS IN EMBANKMENT AREAS IS NOT REQUIRED UNLESS

THEY EXTEND MORE THAN 12" ABOVE THE ORIGINAL GROUND (MEASURED FROM THE

UPHILL SIDE) OR ARE CLOSER THAN 24" TO THE FINISHED SUBGRADE OR 12" TO ANY SLOPE

SURFACE.

NO MEASUREMENT SHALL BE MADE FOR CONSTRUCTION OF LOG LANDINGS, BUT THEY WILL

BE CONSIDERED A SUBSIDIARY OBLIGATION BY THE CONTRACTOR.

UTILIZATION OF TIMBER: MERCHANTABLE TIMBER FROM GOVERNMENT LAND IS DEFINED AS

THAT TIMBER MARKED WITH PAINT BOTH ON THE STUMP AND AT EYE LEVEL. TREES SHALL

BE FELLED BY SAWING, SHEARING, OR BY PUSHING THE TREE OVER. ALL TREES SHALL BE

CUT SO AS TO LEAVE A STUMP HEIGHT OF 12" OR LESS. THE LOG SHALL BE LIMBED AND

TOPPED AT A POINT WHERE THE INSIDE BARK DIAMETER IS NO MORE THAN 3.5".

FOR PUBLIC WORKS CONTRACT: MERCHANTABLE TIMBER SHALL BE HAULED TREE LENGTH

TO THE LOG DECK(S) SHOWN ON THE DRAWINGS. ALL MERCHANTABLE TIMBER SHALL BE

DECKED NO MORE THAN 10 CALENDER DAYS AFTER FELLING. DECKED LOGS SHALL BE

STACKED PARALLEL WITH ALL BUTT ENDS FACING THE SAME DIRECTION AND STACKED A

MINIMUM OF 6 LOGS HIGH. THESE STACKS SHALL BE PARALLEL TO THE ROAD WITH THE

BUTTS POINTED IN THE DIRECTION OF HAUL. THERE MUST BE ROOM ON THE DECK AT THE

BUTTEND OF LOGS, FOR A LOADER TO OPERATE SAFELY AND EFFICIENTLY. THE ROAD

CONTRACTOR SHALL PROVIDE THE TIMBER PURCHASER ACCESS TO THE LOG DECK(S)

SHOWN ON THE DRAWINGS FOR THE PURPOSE OF REMOVING THE RIGHT-OF-WAY TIMBER.

BY MUTUAL AGREEMENT BETWEEN THE CONTRACTOR AND THE TIMBER PURCHASER, ALL

FELLED TIMBER MEETING UTILIZATION STANDARDS MAY BE MADE AVAILABLE TO THE

TIMBER PURCHASER IN LENGTHS AND AT LOCATIONS WITHIN THE CONSTRUCTION LIMITS

AS AGREED TO BETWEEN THE TWO PARTIES. THE TIMBER PURCHASER MUST RECEIVE

WRITTEN APPROVAL FROM THE FOREST SERVICE PRIOR TO REMOVAL OF ANY TIMBER.

NOTHING HEREIN SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR OF ANY

RESPONSIBILITY FOR REPAIRING, AT HIS EXPENSE, DAMAGES THAT MAY OCCUR AS A

RESULT OF HIS AUTHORIZING THE TIMBER PURCHASER USE OF THE ROAD FOR REMOVAL

OF RIGHT-OF-WAY TIMBER PRIOR TO FINAL ACCEPTANCE BY THE GOVERNMENT.

EXCAVATION

CONSTRUCTION TOLERANCES: ALL DITCHES AND DRAINAGE DIPS SHALL BE CONSTRUCTED

TO FLOW IN THE DIRECTION SHOWN ON THE DRAWINGS OR DESIGNATED ON THE GROUND.

STUMP HOLES WITHIN OR ADJACENT TO THE ROADBED SHALL BE BACKFILLED TO PREVENT

PONDING OF WATER. FILL SLOPES, WITHIN 50' OF PIPES OR WHERE THE DEPTH OF FILL IS

MORE THAN 5' SHALL NOT BE STEEPER THAN SHOWN ON TYPICAL SECTIONS. IN OTHER

AREAS, FILL SLOPES MAY BE NO MORE THAN 10% STEEPER THAN SHOWN. TOLERANCE

CLASS (E).

SEEDING & MULCHING

SEEDING AND MULCHING SHALL BE COMPLETED ON ALL REQUIRED AREAS OF INDIVIDUAL

ROADS WITHIN 10 DAYS AFTER EXCAVATION FOR THE ROAD IS COMPLETED.

BORROW

UNLESS OTHERWISE NOTED BORROW MATERIAL IS NOT AVAILABLE ON SITE AND SHALL BE

OBTAINED FROM PRIVATE SOURCES

FS ROAD 43

OUACHITA NATIONAL

FOREST

CADDO RANGER DISTRICT

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6'12'

FSRD. 43

DETAILS PAGE C-504

SEE CONC. FORD

BM 1

BM 2

B.O.P.

STATION 172+32

WATER DEPTH MARKER

M.P. 3.292

STATION 173+82

34.42836702

-93.88513378

E.O.P.

STATION 175+32

REMOVE EXISTING STRUCTURE AND DISPOSE OF

OFF GOVERNMENT PROPERTY

X

R

6'12'

FSRD. 43

B.O.P.

STATION 324+09

M.P. 6.157

STATION 325+09

34.4097844

-93.8995826

E.O.P.

STATION 326+09

X

20 CY BORROW

NOTE:

LINEAR REPRESENTATION ONLY.

DRAWN

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CHECKED

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PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

CONSTRUCTION DIAGRAM

ROAD NO. 44421

FEBURARY 2018

C-101

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320 322 323 324 325 326 327STATION 328 329 330321

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FS ROAD 43

OUACHITA NATIONAL

FOREST

CADDO RANGER DISTRICT

NOTE:

BM-1 ELEV.= 1001.44

BM-2 ELEV.= 999.7

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CRUSHED AGGREGATE 4" DEEP

SCREENED AGGREGATE 4" DEEP

PIT RUN AGGREGATE 6" DEEP

NF AGGREGATE 12" DEEP UNLESS

OTHER WISE NOTED ON DRAWINGS

AGGREGATE SURFACING DETAIL

N.T.S.

NOTE:-ROAD WITH AGGREGATE :

· AGGREGATE QUANTITIES ARE COMPACTED IN PLACE VOLUMES.

· AGGREGATE QUANTITIES INCLUDE MATERIAL FOR FULL WIDTH OF CURVE

WIDENING, RAMPS, INTERSECTIONS, AND DIPS.

· UNLESS OTHERWISE NOTED, AGGREGATE IS NOT AVAILABLE ONSITE AND

APPRAISED FROM PRIVATE SOURCES.

N.T.S.

R O

A D

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REGION 8

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AGGREGATE

NOTES & DETAILS

FEBURARY 2018

C-501

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*NOTE: QUANTITIES SHOWN ARE BASED UPON A 12' TRAVELED WAY

WIDTH. DIMENSIONS SHOWN ARE TRAVELED WAY

FS ROAD 43

OUACHITA NATIONAL

FOREST

CADDO RANGER DISTRICT

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%%UINTERSECTION

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4" AGGREGATE 38 C.Y. 6" AGGREGATE 57 C.Y. (AS SHOWN)

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4" AGGREGATE 50 C.Y. 6" AGGREGATE 75 C.Y. (AS SHOWN)

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4" AGGREGATE 21 C.Y. 6" AGGREGATE 32 C.Y. (AS SHOWN)

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NOT TO SCALE

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DIRECTION OF HAUL

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DIRECTION OF HAUL

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ROAD

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ROAD

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4" AGGREGATE 15 C.Y. 6" AGGREGATE 22 C.Y. (AS SHOWN)

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4" AGGREGATE 15 C.Y. 6" AGGREGATE 22 C.Y. (AS SHOWN)

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4" AGGREGATE 17 C.Y. 6" AGGREGATE 25 C.Y. (AS SHOWN)

4" AGGREGATE 17 C.Y. 6" AGGREGATE 25 C.Y. (AS SHOWN)

CHECKED

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PROJECT NO.

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United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

PIPE QUANTITIES &

CULVERT INSTALLATION

DETAILS

FEBURARY 2018

C-502

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FS RD. 43 CSP

Skew

Existing to

Remain

Existing

Remove &

Dispose

Comments

DIAMETER (inches)

STA. 36

325+09 60 2

2 PIPE

Total 60

NOTES - ALL ROADS:

1. THE OUTLETS OF ALL PIPE TO BE INSTALLED AND ALL EXISTING PIPE TO REMAIN SHALL BE CONSTRUCTED OR RECONSTRUCTED TO PROVIDE FOR A

MINIMUM OF A -1% DRAINAGE SLOPE AWAY FROM ALL CSP FOR A MINIMUM OF 50'. WHERE NECESSARY, CULVERTS SHALL HAVE A LEAD OFF DITCH

OF SUFFICIENT LENGTH TO ASSURE AN ADEQUATE DRAINAGE OUTLET. PAYMENT FOR THE CONSTRUCTION OF LEAD OFF DITCHES UP TO 50' HAS

BEEN INCLUDED IN CULVERT PAY ITEMS.

2. CULVERTS NOTED TO BE SKEWED ON THE PLANS SHALL BE SKEWED AS STAKED BY THE ENGINEER.

3. ALL EXISTING PIPE LISTED FOR REMOVAL SHALL BE DISPOSED OFF GOVERNMENT PROPERTY. IN MULTIPLE PIPE INSTALLATIONS, THE ADJACENT

SIDES OF PIPE SHALL BE AT LEAST ONE-HALF THE NOMINAL PIPE DIAMETER APART OR 3', WHICHEVER IS LESS.

4. BACKFILL AROUND CULVERTS IS COMPACTION METHOD B, OF SPECIAL PROJECT SPECIFICATIONS SUB PARAGRAPH 209.11 - “ADJUST THE MOISTURE

CONTENT OF THE BACKFILL MATERIAL TO A MOISTURE CONTENT SUITABLE FOR COMPACTION. COMPACT EACH LAYER USING APPROPRIATE

COMPACTION EQUIPMENT UNTIL VISUAL DISPLACEMENT CEASES.”

5. ALL GROUND DISTURBED OUTSIDE OF THE ROADBED IS REQUIRED TO BE SEEDED AND MULCHED, UNLESS NOTED OTHERWISE.

6. PIPE INSTALLATIONS LISTED AS "DEEP FILL" HAVE 5' OR MORE OF COVER AND PAYMENT INCLUDES CONSIDERATION FOR ADDITIONAL EXCAVATION

WORK REQUIRED AT THESE LOCATIONS.

7. POLYMERIC COATED CORRUGATED STEEL PIPE MAY BE SUBSTITUTED FOR ALUMINUM COATED, TYPE 2 CORRUGATED STEEL PIPE AND WILL BE

CONSIDERED AS EQUAL FOR PAYMENT. WHERE POLYMERIC COATED PIPE IS USED, THICKNESS OF COATING SHALL BE 10 MILS INSIDE AND 10 MILS

OUTSIDE. POLYMERIC COATED PIPE MAY NOT BE BANDED TO ALUMINUM COATED OR SOLID ALUMINUM PIPE. ALL EXPOSED METAL OR AREAS OF PIPE

WHERE POLYMERIC OR ALUMINUM COATING IS DAMAGED SHALL BE PAINTED WITH A ZINC DUST-ZINC OXIDE POWDER CONFORMING TO FEDERAL

SPECIFICATION TT-P-641 OR MIL-P-21085 AND A TWO COMPONENT EPOXY PAIN, "SCOTCH CLAD", 2M, PPG OR EQUAL. THIS WORK SHALL BE

CONSIDERED INCIDENTAL TO CULVERT PAY ITEMS.

8. 18" MINIMUM BANDING OR LARGER WILL BE REQUIRED TO ATTACH MULTIPLE SECTIONS OF PIPE 36-INCHES IN DIAMETER OR LARGER.

9. MASTIC SEALANT REQUIRED ON ALL PIPES LARGER THAN 48" REQUIRING BANDING. THE MASTIC SHALL CONFORM TO AASHTO M 243. PIPES

SMALLER THAN 48" SHALL BE SEALED WITH MASTIC IF ANY GAPS BETWEEN PIPES IS GREATER THAN 1.5"

TYPICAL CULVERT INSTALLATION

N.T.S.

TYPICAL CULVERT INSTALLATION DETAILS

PIPE INSTALLATION

FS ROAD 43

OUACHITA NATIONAL

FOREST

CADDO RANGER DISTRICT

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%%UTYPICAL CULVERT INSTALLATION WITH INLET BASIN

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2% MIN.

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CAMBER SHALL BE A MINIMUM OF OF 1% OF THE PIPE LENGTH12 OF 1% OF THE PIPE LENGTH

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CAMBER SHALL BE A MINIMUM OF OF 1% OF THE PIPE LENGTH12 OF 1% OF THE PIPE LENGTH

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"SUBGRADE"

"SUBGRADE"

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FS ROAD 43

OUACHITA NATIONAL

FOREST

CADDO RANGER DISTRICT

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SHOULDER

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2' INLET

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BASIN

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3:1 SLOPE

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BLOCK

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NATURAL GROUND

AutoCAD SHX Text NOTES: 1. SECTION VIEW APPLIES WHERE RIPRAP IS REQUIRED WITH OR WITHOUT CULVERT INSTALLATIONS. WHERE CULVERTS ARE REQUIRED SEE FRONT ELEVATIONS FOR LENGTH. WHERE CULVERTS ARE NOT REQUIRED RIPRAP SHALL BE PLACED TO SUBGRADE ELEVATION FOR LENGTH SHOWN ON THE PLAN. 2. RIPRAP CLASS 1, PLACEMENT METHOD A IS REQUIRED. GRADATION SHALL BE AS REQUIRED IN STANDARD SPECIFICATION TABLE 705-1, WHICH IS AS FOLLOWS: PERCENT OF ROCK RANGE OF INTERMEDIATE RANGE OF INTERMEDIATE EQUAL OR SMALLER WEIGHT DIMENSIONS WEIGHT DIMENSIONS DIMENSIONS BY COUNT, Dx (POUNDS) (INCHES) (POUNDS) (INCHES) (INCHES) 100 59-270 9-15 59-270 9-15 9-15 85 28-110 7-11 28-110 7-11 7-11 50 10-42 5-8 10-42 5-8 5-8 15 2-18 3-6 2-18 3-6 3-6 3. D = DIAMETER FOR ROUND PIPE, R & S = RISE AND SPAN FOR PIPE ARCH. 4. FOR MULTIPLE PIPE INSTALLATIONS, RIPRAP WILL BE CONTINUOUS BETWEEN BARRELS. 5. GEOTEXTILES SHALL BE PLACED UNDER RIPRAP IN ALL INSTALLATIONS AND SHALL MEET THE REQUIREMENTS FOR TYPE IV-D OF SECTION 714.01 OF THE SPECIFICATIONS. GEOTEXTILE SHALL BE NONWOVEN. PAYMENT FOR GEOTEXTILES IS INCLUDED IN PAY ITEM 251.16. 6. IN NARROW CHANNELS, ADJUST ROCK TO FIT STREAMBANKS.

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WIDTH SEE INLET

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OUTLET ELEVATION SINGLE BARREL CULVERT

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FRONT ELEVATION DOUBLE BARREL CULVERT

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FRONT ELEVATION SINGLE BARREL CULVERT

RIPRAP DETAIL

30.0' 30.0' 40.0'

A

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B B

EL= 997.0

EL= 997.0

EL= 1000.0

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FIBER REINFORCED CONC.

C C

BB

m i n m i n

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#4 RE-BAR @ 18" O.C.

7 1/2"

3"

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SEE SLOT DETAIL

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#4 RE-BAR @ 18" O.C.

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OUTLET

INLET

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6" AR-4 COMPACTED MECHANICALLY

25 C.Y. IN PLACE VOLUME

(MIN.)

12"

(TYP.)

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2"

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#4 RE-BAR @ 18" O.C.

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8"

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APPROACH

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" CHAMFER

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FS ROAD 43

OUACHITA NATIONAL

FOREST

CADDO RANGER DISTRICT

LOW WATER SLAB PLAN VIEW

NTS

NOTE:

REINFORCING STEEL FOR FOR LOW WATER SLAB IS INCIDENTAL

TO PAY ITEM 60101, REINFORCED CONCRETE,METHOD A

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LOW WATER SLAB

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REGION NAME

WATER GAUGE

TYPICAL DETAIL

FEBURARY 2018

C-505

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FS ROAD 43

OUACHITA NATIONAL

FOREST

CADDO RANGER DISTRICT

ATTACH SIGN TO POST WITH VANDAL PROOF GALVANIZED BOLTS.

PAYMENT FOR SIGN, POST, BOLTS, CONCRETE, AND INSTALLATION IS

INCLUDED IN PAY ITEM 63306.

TOP OF POST SHALL BE 3" BELOW TOP OF SIGN.

BOTTOM OF SIGN SHALL BE A MINIMUM OF 4' ABOVE THE ELEVATION

OF THE NEAREST EDGE OF ROAD OR ROAD SHOULDER.

SIGN, POST, AND INSTALLATION SHALL CONFORM TO MUTCD.

ALUMINUM TYPE 3 OBJECT MARKER, (OM3-R SHOWN)

BLACK AND YELLOW TYPE 2 (RETROREFLECTIVE) SHEETING,

STEEL POST NOT LESS THAN 9'-6" IN LENGTH.

POST SHALL BE GALVANIZED U-CHANNEL STEEL POST.

SET IN 10" DIAMETER HOLE WITH CONCRETE

LOCATE OBJECT MARKER AT EACH END TERMINAL.

1'-0"

CROSS SECTION

WATER GAUGE, TYPICAL

WATER GAUGE, TYPICAL DETAIL

N

N

NOT TO SCALE

NOTE:

WATER GAUGE TO BE AS SHOWN IN THE DETAILS, WITH 3-INCH REFLECTORIZED (OR DIAMOND GRADE PER

MUTCD) NUMERALS PAINTED IN 1'-0" INCREMENTS ABOVE THE TOP OF THE SLAB AT THE LOW POINT. WATER

GAUGE SHALL BE NUMBERED AT OPPOSITE SIDES AND NUMBERS SHALL FACE TRAFFIC. AFTER

FABRICATION, WATER GAUGE SHALL BE SAND BLASTED, PRIMED, AND PAINTED WITH SAFETY YELLOW

EPOXY ENAMEL, OR EQUAL. PRE-FABRICATED WATER GAUGES MAY BE USED SUBJECT TO THE APPROVAL

OF THE ENGINEER.

3" Ø PIPE (TYP.)

4" X 3/8" PLATE

1/4" CONTINUOUS WELD

CONCRETE OR GROUT (TYP.)

FILL PIPES WITH CONCRETE OR GROUT

3/8" PLATE

2"Ø HOLE

(TYP.)

3-INCH DIA. STD.

WEIGHT STEEL PIPE

12" CONCRETE TUBE

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CHECKED

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FEBURARY 2018

C-506

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* RECONDITION EITHER FILL SLOPE AND/OR

DITCH, PER FIELD CONDITIONS.

DRAWING TITLE

FS ROAD 43

OUACHITA NATIONAL

FOREST

CADDO RANGER DISTRICT

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TEMPLATE, TYPICAL SECTION DETAILS

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CLEARING LIMITS

AutoCAD SHX Text NOTES: 1. ROADBED SHALL BE RECONSTRUCTED TO THE MINIMUM WIDTH SHOWN ON THE CONSTRUCTION DIAGRAM SHEETS. WHERE THE EXISTING ROADBED IS WIDER THAN SHOWN, THE ENTIRE WIDTH OF THE EXISTING ROADBED SHALL BE RECONSTRUCTED. 2. DITCH DEPTH IS MEASURED FROM THE SUBGRADE. 3. ALL ROCK PROTRUDING FROM THE DITCH INSLOPE SHALL BE REMOVED. 4. CROWN AND SUPERELEVATION SHALL BE APPLIED. CROWN RATE SHALL BE 3%. SUPERELEVATION RATE SHALL BE " - " PER FOOT. 14" - " PER FOOT. 12" PER FOOT. 5. ALL ROCK PROTRUDING FROM THE SUBGRADE MORE THAN 1" SHALL BE REMOVED BEFORE PLACING SURFACING. 6. RECONSTRUCTION INCLUDES THE RECONSTRUCTION OF ALL EXISTING WING DITCHES, LEAD-OFF DITCHES, CULVERT INLETS AND OUTLETS FROM EXISTING AND NEW PIPE INSTALLATIONS TO ENSURE DRAINAGE OF -1% FOR A MINIMUM OF 50'. 7. CLEARING SHALL INCLUDE ALL LIMBS HANGING OVER THE CLEARING LIMITS TO A CLEAR HEIGHT OF 14' ABOVE THE ROAD SURFACE. 8. SEE THE CONSTRUCTION DIAGRAM SHEETS FOR SURFACING WIDTHS AND OTHER DETAILS. CONSTRUCTION DIAGRAM SHEETS FOR SURFACING WIDTHS AND OTHER DETAILS. FOR SURFACING WIDTHS AND OTHER DETAILS. 9. ADDITIONAL WIDTH FOR FILL WIDENING SHALL BE AS FOLLOWS:ADDITIONAL WIDTH FOR FILL WIDENING SHALL BE AS FOLLOWS:

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RECONSTRUCTION DITCH/FILL SLOPE TEMPLATE, TYPICAL SECTION #1 NOT TO SCALE

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CLEARING LIMITS

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%%UCONSTRUCTION DITCH TEMPLATE, TYPICAL SECTION #2

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BACKSLOPE ROUNDING 24" EACH WAY FROM CATCH POINT. "I" SERVICE LEVEL RD. ONLY

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CLEARING LIMITS

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%%URECONSTRUCTION OUTSLOPE TEMPLATE, TYPICAL SECTION #3

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1.5:1 MAX

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OUTSLOPE 2% - 4%

CONSTRUCTION OUTSLOPE TEMPLATE, TYPICAL SECTION #4 NOT TO SCALE