Final_ERFO_FSR_44_Drawings_signed.pdf

ROAD NUMBER 44 44

TYPE OF CONSTRUCTION: C - CONSTRUCTION, R - RECONSTRUCTION

R R

ROAD LOCATION (MILE POST = MP)

2.49 6.80

15101 MOBILIZATION LSQ LS 1 1 1

15713

SOIL EROSION & POLLUTION CONTROL, SILT

FENCE AND SEDIMENT TRAPS

LSQ LS 1 1 2.00

20425

DRAINAGE EXCAVATION, TYPE ROLLING

DRAIN DIP & SITE FINISH GRADING

AQ EACH 2 2.00

20701

EARTHWORK GEOSYNTHETICS, TYPE

SEPARATION CLASS 1 WOVEN, TYPE D

AQ SY 370 370.00

21201 LINEAR GRADING CQ MILE 0.06 0.08 0.14

25102

PLACED RIPRAP, CLASS 3

AQ TON 346 346.00

25105

KEYED RIPRAP, CLASS 3

AQ TON 193 193.00

30202

4-INCH MINUS AGGREGATE BASE, GEORGIA

DOT GRADATION #4, COMPACTION METHOD

AQ TON 346 438 784.00

30208

1-INCH MINUS SURFACE AGGREGATE,

GEORGIA DOT, GAB GRADATION,

COMPACTION METHOD 1

AQ TON 129 218 347.00

60201

24" PIPE CULVERT, TYPE GALVANIZED

STEEL, 0.064" THICKNESS, COMPACTION

METHOD 2

AQ FT 108 108.00

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

SUMMARY OF

ESTIMATED QUANTITIES

AND GENERAL NOTES

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text

SUMMARY OF ESTIMATED QUANTITIES -- FSR 44 ERFO RECONSTRUCTION --

AutoCAD SHX Text

TOTALS

AutoCAD SHX Text

ITEM NO.

AutoCAD SHX Text

ITEM DESCRIPTION

AutoCAD SHX Text

METHOD OF MEASURE

AutoCAD SHX Text

UNIT OF MEASURE

AutoCAD SHX Text NOTES: : CQ = CONTRACT QUANTITY LS = LUMP SUM FT = LINEAR FEET LS = LUMP SUM FT = LINEAR FEET FT = LINEAR FEET AQ = ACTUAL QUANTITY LSQ = LUMP SUM QUANTITY SY = SQUARE YARD LSQ = LUMP SUM QUANTITY SY = SQUARE YARD SY = SQUARE YARD

AutoCAD SHX Text GENERAL NOTES: : CONSTRUCT THE PROJECT IN COMPLIANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS). SECTION 151: : IN ORDER TO PREVENT THE SPREAD OF NOXIOUS WEEDS WITHIN THE PROJECT AREA, THE CONTRACTOR WILL BE REQUIRED TO USE CERTIFIED WEED-FREE PRODUCTS AND MATERIALS AND WILL NEED TO FURNISH THE FOREST SERVICE PROOF OF WEED-FREE EQUIPMENT AS PROVIDED FOR IN THE CONTRACT. SECTION 156 & SECTION 635: : TRAFFIC CONTROL AND TEMPORARY TRAFFIC CONTROL COSTS ARE INCIDENTAL TO MOBILIZATION, SECTION 151. SECTION 201: : CLEARING AND GRUBBING IS INCIDENTAL TO ALL EXCAVATION AND SLASH WILL BE PLACED BELOW THE SITE AS A SLASH BARRIER. SEE SHEETS 10-15 FOR EROSION CONTROL DETAILS. SECTION 212: : SPREAD WASTE, EXCESS OR UNSUITABLE MATERIAL UNIFORMLY OVER ADJACENT FILL SLOPES, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. DO NOT SPREAD WASTE, EXCESS OR UNSUITABLE MATERIAL INTO OR ON SLOPES ADJACENT TO LIVE OR INTERMITTENT STREAMS, UNLESS OTHERWISE APPROVED. SECTION 302: : AGGREGATE AND ROCK FOR PAY ITEMS 30202 AND 30208 ARE COMMERCIAL SOURCE. SECTION 625: : 625.01 ALL AREAS OF DISTURBED EARTH OUTSIDE ALL AREAS OF DISTURBED EARTH OUTSIDE THE ROADBED, SHALL BE "SEEDING, DRY METHOD" AS SET FORTH IN SECTION 625 AND FSSS 625. THIS INCLUDES GATE INSTALLATIONS, CULVERT INSTALLATIONS, TURNOUT RECONSTRUCTION, AND LINEAR GRADING OPERATIONS. WEED-FREE CERTIFIED SEED MUST BE USED, AND CERTIFICATION MUST BE FURNISHED TO THE FOREST SERVICE BY THE PURCHASER. FOR SEEDING UNDER LINEAR GRADING, ITEM 21201, IT IS INCIDENTAL TO THE PAY ITEM. SEE THE LINEAR GRADING NOTE #3 ON SHEET 6.

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

SIGN PLAN

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text

DRAWINGS NOT TO SCALE

AutoCAD SHX Text NOTES: 1. ALL TRAFFIC CONTROL DEVICES SHALL BE CONSTRUCTED, LOCATED, INSTALLED, AND MAINTAINED ACCORDING TO THE ALL TRAFFIC CONTROL DEVICES SHALL BE CONSTRUCTED, LOCATED, INSTALLED, AND MAINTAINED ACCORDING TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD) LATEST EDITION. SPECIFIC FOREST SERVICE SIGNS REQUIRED WILL BE IN ACCORDANCE WITH THE EM 7100-15 GUIDELINES (LATEST EDITION). 2. ADDITIONAL SIGNS MAY BE REQUIRED, AS DIRECTED BY THE CONTRACTING OFFICER. ADDITIONAL SIGNS MAY BE REQUIRED, AS DIRECTED BY THE CONTRACTING OFFICER. 3. ALL SIGNS ARE TEMPORARY. ALL SIGNS ARE TEMPORARY. THE FOLLOWING NOTES ARE REFERENCED FROM THE MUTCD: : 4. SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE WITH ALL STATE AND FEDERAL SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE WITH ALL STATE AND FEDERAL SPECIFICATIONS. 5. ALL WARNING SIGNS SHALL BE BLACK ON ORANGE. ALL WARNING SIGNS SHALL BE BLACK ON ORANGE. 6. REFER TO FP-14 PARAGRAPH 718.01 FOR RETROREFLECTIVE SHEETING AND USE ASTM D 4956 TYPE III, "HIGH REFER TO FP-14 PARAGRAPH 718.01 FOR RETROREFLECTIVE SHEETING AND USE ASTM D 4956 TYPE III, "HIGH INTENSITY". FOR POSTED SPEEDS GREATER THAN 35 MPH, USE TYPE VII "SUPER-HIGH-INTENSITY, PRISMATIC SHEETING" (DIAMOND GRADE). 7. SIGN SUBSTRATE MAY BE WOOD, METAL, POLYPLATE, FABRIC OR OTHER APPROVED MATERIAL. SIGN SUBSTRATE MAY BE WOOD, METAL, POLYPLATE, FABRIC OR OTHER APPROVED MATERIAL. 8. SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOUSLY VISIBLE DAY AND NIGHT ON THE RIGHT HAND SIDE SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOUSLY VISIBLE DAY AND NIGHT ON THE RIGHT HAND SIDE OF APPROACHING TRAFFIC, AND SIZED ACCORDING TO SPEED LIMIT REQUIREMENTS. 9. WHEN A SIGN IS REQUIRED FOR AN EXTENDED PERIOD, IT SHALL BE FASTENED TO 4 X 4 POSTS WITH 2-3/8" WHEN A SIGN IS REQUIRED FOR AN EXTENDED PERIOD, IT SHALL BE FASTENED TO 4 X 4 POSTS WITH 2-3/8" CARRIAGE BOLTS. PORTABLE SUPPORTS ARE PERMITTED FOR SHORT PERIODS PROVIDED THE CONSTRUCTION IS SUCH THAT WIND OR OTHER AGENTS CANNOT READILY UPSET THE SIGN. 10. SIGNS WARNING OF CONSTRUCTION SHALL BE PLACED ON ALL MAJOR INTERSECTIONS ACCESSING THE WORK AREA. SIGNS WARNING OF CONSTRUCTION SHALL BE PLACED ON ALL MAJOR INTERSECTIONS ACCESSING THE WORK AREA. 11. SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER. SIGNS SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER. SIGNS OTHER THAN THOSE PICTURED MAY BE USED PROVIDED THEY ARE IN CONFORMANCE WITH MUTCD STANDARDS AND APPROVED IN WRITING BY THE CONTRACTING OFFICER. 12. IF REQUIRED BY THE CONTRACTING OFFICER, LIGHTING DEVICES SUCH AS FLASHERS, TORCHES, LANTERNS AND IF REQUIRED BY THE CONTRACTING OFFICER, LIGHTING DEVICES SUCH AS FLASHERS, TORCHES, LANTERNS AND ELECTRIC LIGHTS SHALL BE PLACED AND MAINTAINED FROM SUNSET TO SUNRISE AT ALL POINTS OF HAZARD AND AT ALL SIGNS INDICATING CAUTION. 13. TYPE III BARRICADES SHALL BE PLACED ON EITHER SIDE OF UNCOMPLETED CONSTRUCTION SITES WHEN NO CONSTRUCTION ACTIVITIES ARE IN PROGRESS AS APPROVED BY THE CONTRACTING OFFICER. 14. WHERE VEHICLES ARE REQUIRED TO TURN, THE STRIPES ON BARRICADES SHALL SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH VEHICLES MUST TURN. 15. WHERE VEHICLES ARE REQUIRED TO TURNAROUND, POSITION BARRICADES SO THAT STRIPES ON BARRICADES SHALL SLOPE DOWNWARD IN BOTH DIRECTIONS FROM THE CENTER OF THE BARRICADES.

AutoCAD SHX Text

ROAD CLOSED

AutoCAD SHX Text

DETOUR

AutoCAD SHX Text

%%UW3-4

AutoCAD SHX Text %%uM4-10

AutoCAD SHX Text %%uG20-2

AutoCAD SHX Text %%UW21-1a

AutoCAD SHX Text

%%UW8-8

AutoCAD SHX Text %%uW20-2d

AutoCAD SHX Text

%%UW20-2

AutoCAD SHX Text

%%UW20-1

AutoCAD SHX Text

%%UW8-7

AutoCAD SHX Text

%%UW5-3

AutoCAD SHX Text

%%UW8-6

AutoCAD SHX Text %%uW21-2

AutoCAD SHX Text 36" x 36" MIN.

AutoCAD SHX Text 48" x 18"

AutoCAD SHX Text

RIGHT OR LEFT

AutoCAD SHX Text 36" x 18" MIN.

AutoCAD SHX Text 36" x 36" MIN.

AutoCAD SHX Text 30" x 30" MIN.

AutoCAD SHX Text 36" x 36" MIN.

AutoCAD SHX Text 36" x 36" MIN.

AutoCAD SHX Text 30" x 30" MIN.

AutoCAD SHX Text 30" x 30" MIN.

AutoCAD SHX Text 30" x 30" MIN.

AutoCAD SHX Text

TYPE II BARRICADE

AutoCAD SHX Text

TYPE III BARRICADE

AutoCAD SHX Text

TYPE I BARRICADE

AutoCAD SHX Text

DETOUR

AutoCAD SHX Text 36" x 36" MIN.

AutoCAD SHX Text %%UW21-7a

AutoCAD SHX Text 36" x 36" MIN.

AutoCAD SHX Text 36" x 36" MIN.

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

AHEAD

AutoCAD SHX Text

WORK

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

NOTE: STRIPES ARE 6" WIDE, ALTERNATING ORANGE AND WHITE

AutoCAD SHX Text

SUPPORT VARIES

AutoCAD SHX Text

SUPPORT VARIES

AutoCAD SHX Text

POSTS OR SKIDS

AutoCAD SHX Text

%%UTYPICAL INSTALLATIONS

AutoCAD SHX Text

BE PREPARED TO STOP

AutoCAD SHX Text

ROAD WORK AHEAD

AutoCAD SHX Text

END ROAD WORK

AutoCAD SHX Text %%uW23-1

AutoCAD SHX Text 48" x 24" MIN.

AutoCAD SHX Text

SLOW TRAFFIC AHEAD

AutoCAD SHX Text

LOG TRUCKS

AutoCAD SHX Text

DETOUR AHEAD

AutoCAD SHX Text

DETOUR 500 FT

AutoCAD SHX Text

FRESH OIL

AutoCAD SHX Text

LOOSE GRAVEL

AutoCAD SHX Text

TRUCK CROSSING

AutoCAD SHX Text

ONE LANE BRIDGE

AutoCAD SHX Text

ROUGH ROAD

AutoCAD SHX Text FW11-10a 30" X 30" IF <35 MPH 36" X 36" IF >35 MPH

AutoCAD SHX Text R11-2 48" X 30"

AutoCAD SHX Text

HEAVY TRUCK TRAFFIC

AutoCAD SHX Text FW11-10d 30" X 30" IF <35 MPH 36" X 36" IF >35 MPH

AutoCAD SHX Text

MINIMUM CONSTRUCTION SIGN SCHEDULE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

TEXT

AutoCAD SHX Text

PERIOD OF USE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text R11-2

AutoCAD SHX Text

ROAD CLOSED

AutoCAD SHX Text

CONSTRUCTION ACTIVITIES

AutoCAD SHX Text

ROAD 44*

AutoCAD SHX Text

* AT LOCATIONS ABOVE AND BELOW EACH SITE AS APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE.

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

FSR 44 MP 2.49

EXISTING SITE SKETCH

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text

%%UFSR 44 MP 2.49 EXISTING SITE SKETCH

AutoCAD SHX Text

SKETCH NOT TO SCALE

AutoCAD SHX Text

0+00 BEGINNING OF PROJECT. DITCH ON LEFT SIDE OF ROAD NEEDS TO BE RE-ESTABLISHED

AutoCAD SHX Text

0+02 SMALL FILL FAILURE

AutoCAD SHX Text 0+39 WATER IS SHOOTING ACROSS THE ROAD FROM THE WATER IS SHOOTING ACROSS THE ROAD FROM THE FAILING DITCH

AutoCAD SHX Text

0+67 SMALL FILL FAILURE

AutoCAD SHX Text

1+04 BEGIN FILL FAILURE BEGIN FILL FAILURE

AutoCAD SHX Text

2+54 END FILL SLOPE FAILURE

AutoCAD SHX Text

2+75 BEGIN FILL SLOPE FAILURE

AutoCAD SHX Text

3+10 END FILL SLOPE FAILURE. END OF PROJECT

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

TYPICAL CROSS SECTION

AutoCAD SHX Text

CHATTAHOOCHEE RIVER

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

FSR 44 MP 2.49

ERFO RECONSTRUCTION

PLAN

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text

%%UFSR 44 MP 2.49 ERFO RECONSTRUCTION PLAN

AutoCAD SHX Text

SKETCH NOT TO SCALE

AutoCAD SHX Text

0+00 BEGINNING OF PROJECT

AutoCAD SHX Text 0+02

AutoCAD SHX Text 0+39

AutoCAD SHX Text 0+67

AutoCAD SHX Text 1+04

AutoCAD SHX Text 2+54

AutoCAD SHX Text 2+75

AutoCAD SHX Text

3+10 END OF PROJECT

AutoCAD SHX Text

REESTABLISH DITCH ENTIRE LENGTH OF PROJECT ON LEFT

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

TYPICAL CROSS SECTION TO SHOW FILL SLOPE ARMOR

AutoCAD SHX Text

CHATTAHOOCHEE RIVER

AutoCAD SHX Text

FSR 44 MP 2.49 WORKLIST

AutoCAD SHX Text

STATION

AutoCAD SHX Text

DESCRIPTION OF WORK

AutoCAD SHX Text 0+00

AutoCAD SHX Text BEGINNING OF PROJECT. BEGIN LINEAR GRADING, ITEM 21201. BEGIN RE-ESTABLISH DITCH ON LEFT SIDE, ITEM 20420 ENTIRE LENGTH OF THE PROJECT. AFTER ALL FIXES HAVE BEEN MADE, INSTALL 6" GAB SURFACING THE ENTIRE LENGTH OF THE PROJECT, ITEM 30208

AutoCAD SHX Text 0+02

AutoCAD SHX Text

FIX SMALL FILL FAILURE WITH LINEAR GRADING

AutoCAD SHX Text 0+39

AutoCAD SHX Text

INSTALL NEW 24" X 36' CULVERT FOR DITCH RELIEF, ITEM 60201

AutoCAD SHX Text 0+67

AutoCAD SHX Text

FIX SMALL FILL FAILURE WITH LINEAR GRADING

AutoCAD SHX Text 1+04

AutoCAD SHX Text INSTALL NEW 24" X 36' CULVERT FOR DITCH RELIEF, ITEM 60201. BEGIN ARMORING FILL SLOPE WITH KEYED IN CLASS 3 RIPRAP, ITEM 25105. ALSO PLACE 2' OF CLASS 3 RIPRAP ACROSS ROADBED, ITEM 25102, AND WRAP WITH GEOTEXTILE SEPARATION FABRIC CLASS 1 WOVEN, TYPE D, ITEM 20701. THEN LAYER 2' OF GEORGIA GRADATION #4, ITEM 30202.

AutoCAD SHX Text 2+54

AutoCAD SHX Text

END ARMORING FILL SLOPE

AutoCAD SHX Text 2+75

AutoCAD SHX Text INSTALL NEW 24" X 36' CULVERT FOR DITCH RELIEF, ITEM 60201. BEGIN ARMORING FILL SLOPE WITH KEYED IN CLASS 3 RIPRAP, ITEM 25105. ALSO PLACE 2' OF CLASS 3 RIPRAP ACROSS ROADBED, ITEM 25102, AND WRAP WITH GEOTEXTILE SEPARATION FABRIC CLASS 1 WOVEN, TYPE D, ITEM 20701. THEN LAYER 2' OF GEORGIA GRADATION #4, ITEM 30202.

AutoCAD SHX Text 3+10

AutoCAD SHX Text

END ALL WORK ITEMS. END OF PROJECT

AutoCAD SHX Text

CLASS 3 RIPRAP

AutoCAD SHX Text NOTE: ALL EROSION & POLLUTION ALL EROSION & POLLUTION CONTROL MEASURES PLACED AT THE SITE WILL BE INSPECTED FOR EFFECTIVE PREVENTION OF SILT TRANSPORT FROM THE SITE. ANY CORRECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

AutoCAD SHX Text

EROSION CONTROL BARRIER

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

GENERAL NOTES:

1. WOVEN GEOTEXTILE MATERIAL IS TYPE

SEPARATION CLASS 1 WOVEN, TYPE D, AND

WILL CAP THE CLASS 3 RIPRAP MATERIAL

2. ALL ROCK MATERIAL IS TO BE OBTAINED

FROM A COMMERCIAL SOURCE

LINEAR GRADING TYPICAL

ITEM 21201

5' MIN.

EXISTING

GROUND

1-1/4:1

5' MIN.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

CROSS SECTION DETAILS,

GENERAL NOTES, AND

LINEAR GRADING TYPICAL

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text

CROSS SECTION FOR FSR 44 MP 2.49 STA 1+04 TO 2+54 AND STA 2+75 TO 3+10

AutoCAD SHX Text

WRAP CLASS 3 RIPRAP WITH GEOTEXTILE SEPARATION FABRIC CLASS 1, TYPE D

AutoCAD SHX Text

2'-DEPTH GEORGIA GRADATION #4

AutoCAD SHX Text

6" GAB SURFACING

AutoCAD SHX Text

2'-DEPTH CLASS 3 RIPRAP

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text LINEAR GRADING NOTES: : 1. SPREAD EXCESS OR UNSUITABLE EXCAVATION MATERIAL UNIFORMLY SPREAD EXCESS OR UNSUITABLE EXCAVATION MATERIAL UNIFORMLY OVER ADJACENT FILL SLOPES, UNLESS OTHERWISE APPROVED. 2. DO NOT SIDECAST EXCESS OR UNSUITABLE MATERIAL INTO OR ON DO NOT SIDECAST EXCESS OR UNSUITABLE MATERIAL INTO OR ON SLOPES ADJACENT TO LIVE OR INTERMITTENT STREAMS. 3. SEED ALL AREAS OF DISTURBED EARTH OUTSIDE THE ROADBED. SEED ALL AREAS OF DISTURBED EARTH OUTSIDE THE ROADBED. METHOD OF SEEDING SHALL BE "SEEDING, DRY METHOD" AS INDIRECT PAYMENT UNDER ITEM 21201, REFER TO FSSS SECTION 625 FOR SPECIFICATION. 4. INSLOPE 2% WITH DITCH, OUT-SLOPE 3% NO DITCH. INSLOPE 2% WITH DITCH, OUT-SLOPE 3% NO DITCH. 5. SUBGRADE WIDTH SHALL BE A MINIMUM 12' WITH DITCH, AND 14' SUBGRADE WIDTH SHALL BE A MINIMUM 12' WITH DITCH, AND 14' WITHOUT DITCH. BOTH REQUIRE ADDITION FOR CURVE WIDENING + TURNOUTS IF SPECIFIED IN CONTRACT OR MARKED ON THE GROUND. 6. CLEARING LIMITS SHALL BE A MINIMUM OF 5' PAST THE FINISHED CLEARING LIMITS SHALL BE A MINIMUM OF 5' PAST THE FINISHED ROAD SHOULDER. 7. MINIMUM TOTAL CLEARING WIDTH IS 30', UNLESS OTHERWISE MINIMUM TOTAL CLEARING WIDTH IS 30', UNLESS OTHERWISE APPROVED. 8. CLEARING HEIGHT SHALL BE A MINIMUM OF 14' MEASURED FROM CLEARING HEIGHT SHALL BE A MINIMUM OF 14' MEASURED FROM ROAD SURFACE. 9. CUT AND GRUB ALL TREES & STUMPS 2' OR LESS FROM SHOULDER CUT AND GRUB ALL TREES & STUMPS 2' OR LESS FROM SHOULDER OF ROAD 10. CUT SLOPES SHALL BE 1:1 IN COMMON MATERIAL, AND :1 IN ROCK. CUT SLOPES SHALL BE 1:1 IN COMMON MATERIAL, AND :1 IN ROCK. 34:1 IN ROCK. 11. FILL SLOPES SHALL BE 1¼:1. FILL SLOPES SHALL BE 1¼:1.

AutoCAD SHX Text

SCATTER CONSTRUCTION SLASH BEYOND THE CLEARING LIMITS INTO NATURAL OPENINGS

AutoCAD SHX Text

CUT SLOPE *SEE NOTE 10

AutoCAD SHX Text

DITCH 2:1 SLOPE, MIN. DITCH DEPTH OF 1.0 FT

AutoCAD SHX Text

RECONSTRUCTED ROAD TEMPLATE

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

FSR 44 MP 6.80

EXISTING SITE SKETCH

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text

SKETCH NOT TO SCALE

AutoCAD SHX Text

%%UFSR 44 MP 6.80 EXISTING SITE SKETCH

AutoCAD SHX Text

ROAD WIDTH REMAINING IS 12'

AutoCAD SHX Text

DROP IS APPROX. 6" BELOW ROADBED. THE LEDGE IS APPROX. 2' WIDE.

AutoCAD SHX Text

DROP IS APPROX. 17" BELOW ROADBED. THE LEDGE IS APPROX. 3' WIDE.

AutoCAD SHX Text

THE SLIDE ENDS APPROX. 30' BELOW ROADBED

AutoCAD SHX Text 6.80

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

FSR 44 MP 6.80

ERFO RECONSTRUCTION

PLAN

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text

FSR 44 MP 6.80 WORKLIST

AutoCAD SHX Text

MILE POST

AutoCAD SHX Text

DESCRIPTION OF WORK

AutoCAD SHX Text 6.75

AutoCAD SHX Text BEGIN LINEAR GRADING, ITEM 21201, TO MOVE THE ROADWAY 6 FEET INTO THE CUTSLOPE AND FIX FILL SLOPE. AFTER LINEAR GRADING, BEGIN AGGREGATE BASE, GEORGIA GRADATION #4, ITEM 30202 TO ARMOR FILL SLOPE. THEN BEGIN AGGREGATE SURFACING 6"-DEPTH, GEORGIA GAB, ITEM 30208, TO SURFACE ENTIRE PROJECT LENGTH

AutoCAD SHX Text 6.83

AutoCAD SHX Text RECONSTRUCT ROLLING DIP, ITEM 20425. END LINEAR GRADING, END AGGREGATE BASE ARMORING

AutoCAD SHX Text 6.85

AutoCAD SHX Text

RECONSTRUCT ROLLING DIP, ITEM 20425. END ALL WORK ITEMS. END OF PROJECT

AutoCAD SHX Text

%%UFSR 44 MP 6.80 ERFO RECONSTRUCTION PLAN

AutoCAD SHX Text

SKETCH NOT TO SCALE

AutoCAD SHX Text 6.85

AutoCAD SHX Text 6.75

AutoCAD SHX Text 6.83

AutoCAD SHX Text 6.80

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

ARMOR FILL SLOPE WITH GEORGIA GRADATION #4 MATERIAL

AutoCAD SHX Text

TYPICAL CROSS SECTION TO SHOW FILL SLOPE ARMOR

AutoCAD SHX Text

GEORGIA GRADATION #4

AutoCAD SHX Text NOTE: ALL EROSION & POLLUTION ALL EROSION & POLLUTION CONTROL MEASURES PLACED AT THE SITE WILL BE INSPECTED FOR EFFECTIVE PREVENTION OF SILT TRANSPORT FROM THE SITE. ANY CORRECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

AutoCAD SHX Text

EROSION CONTROL BARRIER

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

ROLLING DIP CONSTRUCTION DIMENSIONS

PROFILE

GRADE

CONSTRUCTION GRADE DEPTH REINFORCEMENT

G1 G2 G3

(FEET)

LENGTH

(FEET)

CUBIC

YARDS

0 TO 4 -7 2 -6 0.60 20 12

5 TO 6 -10 2 -9 0.60 20 12

7 TO 8 -13 2 -12 0.50 20 12

9 TO 10 -16 2 -15 0.50 30 18

ROLLING DIP IS NOT RECOMMENDED WHEN PROFILE GRADE IS OVER 10%

REINFORCEMENT

GRADATION

SIEVE SIZE % PASSING

12" 100%

2" 20 - 80%

" 0 - 40%

#200 0 - 10%

ROLLING DIP CONSTRUCTION NOTES

1. THE CROSS SLOPE OF THE ROADBED SHALL BE MAINTAINED THROUGH

THE DIP

2. THE DRAIN LINE SHALL BE PERPENDICULAR TO THE CENTER LINE OF

THE ROADBED

3. PLACE CLASS II OUTLET RIPRAP WHEN SHOWN ON THE DRAWINGS AND

SCHEDULE OF ITEMS. REFER TO THE OUTLET DETAIL SHOWN BELOW

4. FOR DIPS ON AGGREGATE SURFACED ROADS, REDUCE (H) DEPTH BY 0.2

FEET

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

ROLLING DIP TYPICAL

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text

DRAIN LINE

AutoCAD SHX Text

EXISTING % PROFILE GRADE

AutoCAD SHX Text %%uCROSS SECTION VIEW

AutoCAD SHX Text

TOE

AutoCAD SHX Text -6%

AutoCAD SHX Text %%uOUTLET RIPRAP

AutoCAD SHX Text G3

AutoCAD SHX Text

AVERAGE

AutoCAD SHX Text

%%UPROFILE VIEW

AutoCAD SHX Text G2

AutoCAD SHX Text G1

AutoCAD SHX Text %%uPLAN VIEW

AutoCAD SHX Text

OF

AutoCAD SHX Text

FILL

AutoCAD SHX Text

5 TO 25 DEGREES

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

1.5:1 OR AS EXISTS

AutoCAD SHX Text IN AREAS WITHOUT A FILL SLOPE EXTEND RIPRAP TO DAYLIGHT. MINIMUM GRADIENT SHALL BE 6% OUTSLOPE

AutoCAD SHX Text

PLACE 6" GAB SURFACING THROUGH ROLLING DIP

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

EROSION, SEDIMENT,

& POLLUTION

CONTROL NOTES

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

FASTENERS FOR SILT FENCES

OVERLAP AT FABRIC ENDS

SILT FENCE - TYPE SENSITIVE

SIDE VIEW

FRONT VIEW

Sd1-S

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

SILT FENCE DETAILS

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text

BEGINNING OF

AutoCAD SHX Text

FABRIC FENCE

AutoCAD SHX Text

%%UNOTES

AutoCAD SHX Text

AutoCAD SHX Text

1. THE FABRIC AND WIRE SHOULD BE SECURELY FASTENED TO POSTS AND FABRIC ENDS

AutoCAD SHX Text

MUST BE OVERLAPPED A MINIMUM OF 18" OR WRAPPED TOGETHER AROUND A POST TO

AutoCAD SHX Text

PROVIDE A CONTINUOUS FABRIC BARRIER AROUND THE INLET.

AutoCAD SHX Text

FRONT VIEWS - NOT TO SCALE

AutoCAD SHX Text

WOOD POST WITH

AutoCAD SHX Text

STAPLE PLACEMENT

AutoCAD SHX Text

WOOD POST WITH

AutoCAD SHX Text

NAIL PLACEMENT

AutoCAD SHX Text

TOP VEIW - NOT TO SCALE

AutoCAD SHX Text

END OF FABRIC

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

POST

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FABRIC (WOVEN WIRE FENCE BACKING)

AutoCAD SHX Text

TRENCH

AutoCAD SHX Text NOTES: : 1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN. 2. HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN.

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

SEDIMENT BARRIERS

BRUSH BARRIER SECTION

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

SEDIMENT BARRIER

DETAILS

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text

GROUNDLINE

AutoCAD SHX Text

%%UNOTE

AutoCAD SHX Text

AutoCAD SHX Text

1. INTERMINGLE BRUSH, LOGS, ETC. SO AS TO NOT FORM A SOLID DAM.

AutoCAD SHX Text

2. BRUSH SHOULD BE WIND-ROWED ON THE CONTOUR AS CLOSE AS POSSIBLE.

AutoCAD SHX Text

3. MINIMUM BASE WIDTH FOR BARRIER SHALL BE 5 FEET AND SHOULD BE NO

AutoCAD SHX Text

WIDER THAN 10 FEET. THE HEIGHT OF THE BARRIER SHOULD BE BETWEEN 3'

AutoCAD SHX Text

AND 5'.

AutoCAD SHX Text

4. A COMMERCIALLY AVAILABLE FILTER FABRIC MAY BE PLACED ON THE SIDE

AutoCAD SHX Text

OF THE BRUSH BARRIER RECEIVING SEDIMENT-LADEN RUNOFF FOR ADDED

AutoCAD SHX Text

FILTER CAPACITY (LOWER EDGE MUST BE BURIED IN A 6 INCH DEEP TRENCH

AutoCAD SHX Text

AND THE UPPER EDGE MUST BE FASTENED TO THE BRUSH BARRIER).

AutoCAD SHX Text

BRUSH BARRIER: SOME

AutoCAD SHX Text

HEAVIER MATERIALS

AutoCAD SHX Text

REQUIRED AT THE TOP.

AutoCAD SHX Text

FILL SLOPE

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

CHANNEL

STABILIZATION

DETAILS

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

SEED MIX DETAILS

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text DEFINITION Applying plant residues or other suitable materials, produced on the site if possible, to the soil surface. PURPOSE To reduce runoff and erosion To conserve moisture To prevent surface compaction or crusting To control undesirable vegetation To modify soil temperature To increase biological activity in the soil REQUIREMENT FOR REGULATORY COMPLIANCE Mulch or temporary grassing shall be applied to all exposed areas within 14 days of disturbance. Mulch can be used as a singular erosion control device for up to six months, but it shall be applied at the appropriate depth, depending on the material used, anchored and have a continuous 90% cover or greater of the soil surface. Maintenance shall be required to maintain appropriate depth and 90% cover. Temporary vegetation may be employed instead of mulch if the area will remain undisturbed for less than six months. If any area will remain undisturbed for greater than six months, permanent vegetative tech}niques shall be employed. SPECIFICATIONS Mulching Without Seeding: This standard applies to graded or cleared areas where seedlings may not have a suitable growing season to produce an erosion retardant cover, but can be stabilized with a mulch cover. Site Preparation: 1. Grade to permit the use of equipment for applying and anchoring mulch. Grade to permit the use of equipment for applying and anchoring mulch. 2. Install needed erosion control measures as required such as dikes, diversions, berms, terraces and sediment barriers. Install needed erosion control measures as required such as dikes, diversions, berms, terraces and sediment barriers. 3. Loosen compact soil to a minimum depth of 3 inches. Loosen compact soil to a minimum depth of 3 inches. Mulching Materials: Select one of the following materials and apply at the depth indicated: 1. Dry straw or hay shall be applied at a depth of 2 to 4 inches providing complete soil coverage. One advantage of this material is easy application. Dry straw or hay shall be applied at a depth of 2 to 4 inches providing complete soil coverage. One advantage of this material is easy application. 2. Wood waste (chips, sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should Wood waste (chips, sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should waste (chips, sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should waste (chips, sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should (chips, sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should (chips, sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should of 2 to 3 inches. Organic material from the clearing stage of develop}ment should of 2 to 3 inches. Organic material from the clearing stage of develop}ment should 2 to 3 inches. Organic material from the clearing stage of develop}ment should 2 to 3 inches. Organic material from the clearing stage of develop}ment should to 3 inches. Organic material from the clearing stage of develop}ment should to 3 inches. Organic material from the clearing stage of develop}ment should 3 inches. Organic material from the clearing stage of develop}ment should 3 inches. Organic material from the clearing stage of develop}ment should inches. Organic material from the clearing stage of develop}ment should inches. Organic material from the clearing stage of develop}ment should Organic material from the clearing stage of develop}ment should Organic material from the clearing stage of develop}ment should material from the clearing stage of develop}ment should material from the clearing stage of develop}ment should from the clearing stage of develop}ment should from the clearing stage of develop}ment should the clearing stage of develop}ment should the clearing stage of develop}ment should clearing stage of develop}ment should clearing stage of develop}ment should stage of develop}ment should stage of develop}ment should of develop}ment should of develop}ment should develop}ment should develop}ment should should should remain on site, be chipped, and applied as mulch. This method of mulching can greatly reduce erosion control costs. 3. Polyethylene film shall be secured over banks or stockpiled soil material for tem}porary protection. This material can be sal}vaged and re-used. Polyethylene film shall be secured over banks or stockpiled soil material for tem}porary protection. This material can be sal}vaged and re-used. Applying Mulch: When mulch is used without seeding, mulch shall be applied to provide full coverage of the exposed area. 1. Dry straw or hay mulch and wood chips shall be applied uniformly by hand or by mechanical equipment. Dry straw or hay mulch and wood chips shall be applied uniformly by hand or by mechanical equipment. 2. If the area will eventually be covered with perennial vegetation, 20-30 pounds of nitrogen per acre in addition to the normal amount shall be applied If the area will eventually be covered with perennial vegetation, 20-30 pounds of nitrogen per acre in addition to the normal amount shall be applied applied to offset the uptake of nitrogen caused by the decomposition of the organic mulches. to offset the uptake of nitrogen caused by the decomposition of the organic mulches. 3. Apply polyethylene film on exposed areas. Apply polyethylene film on exposed areas. Anchoring Mulch: 1. Straw or hay mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth Straw or hay mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth or hay mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth or hay mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth hay mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth hay mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth harrow with the disk set straight or with a special "packer disk." Disks may be smooth harrow with the disk set straight or with a special "packer disk." Disks may be smooth with the disk set straight or with a special "packer disk." Disks may be smooth with the disk set straight or with a special "packer disk." Disks may be smooth the disk set straight or with a special "packer disk." Disks may be smooth the disk set straight or with a special "packer disk." Disks may be smooth disk set straight or with a special "packer disk." Disks may be smooth disk set straight or with a special "packer disk." Disks may be smooth set straight or with a special "packer disk." Disks may be smooth set straight or with a special "packer disk." Disks may be smooth straight or with a special "packer disk." Disks may be smooth straight or with a special "packer disk." Disks may be smooth or with a special "packer disk." Disks may be smooth or with a special "packer disk." Disks may be smooth with a special "packer disk." Disks may be smooth with a special "packer disk." Disks may be smooth a special "packer disk." Disks may be smooth a special "packer disk." Disks may be smooth special "packer disk." Disks may be smooth special "packer disk." Disks may be smooth "packer disk." Disks may be smooth "packer disk." Disks may be smooth disk." Disks may be smooth disk." Disks may be smooth Disks may be smooth Disks may be smooth may be smooth may be smooth be smooth be smooth smooth smooth or serrated and should be 20 inches or more in diameter and 8 to 12 inches apart. The edges of the disk should be dull enough not to cut the mulch but to press it into the soil leaving much of it in an erect position. Straw or hay mulch shall be anchored immediately after application. 2. Straw or hay mulch spread with special blower-type equipment may be anchored. Tackifers, binders and hydraulic mulch with tackifier specifically Straw or hay mulch spread with special blower-type equipment may be anchored. Tackifers, binders and hydraulic mulch with tackifier specifically designed for tacking straw can be substituted for emulsified asphalt. Please refer to specification Tac-Tackifers. Plastic mesh or netting with mesh no larger than one inch by one inch shall be installed according to manufacturer's specifications. 3. Netting of the appropriate size shall be used to anchor wood waste. Openings of the net}ting shall not be larger than the average size of the wood Netting of the appropriate size shall be used to anchor wood waste. Openings of the net}ting shall not be larger than the average size of the wood waste chips. 4. Polyethylene film shall be anchor trenched at the top as well as incrementally as necessary.Polyethylene film shall be anchor trenched at the top as well as incrementally as necessary.

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/1 0/1

8 0 8:

JB

ER

AR

D F:

\JA

YM

E' S_

PR

OJ

EC

TS

\20

\E

TS

_W

OR

KO

RD

ER

S\

CH

AT

T-

OC

ON

EE

\P

RO

JE

CT

D

RA

W

IN

GS

\F

SR

\E

RF

O_

FS

R

_D

RA

W

IN

GS

.D

W G;

(R8)

SOUTHERN REGION

FSR 44 ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

SEEDING DETAILS

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R