Attachment 1 - Scope of Work.pdf.crdownload

H

T

DPS BUILDING

TRANSFORMER

LIGHT POLE, TYP.

CONCRETE

SIDEWALK, TYP.

CONCRETE

SIDEWALK

ASPHALT

PARKING AREA

TREELINE, TYP.

HELI PAD

IMPOUND LOT

ASPHALT

PARKING AREA

AWT STORAGE

CANOPY

AWT POLE

BARN

BARBED

WIRE FENCE

ASPHALT

SHEDS

SHED

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

HBO, TYP

RAZOR

WIRE FENCE

CONEX

STORAGE

CLEAR TREES AND VEGETATION AS NEEDED

FOR FENCE INSTALLATION, APPROX 25' WIDTH

WETLANDS

WETLANDS

RELOCATE FABRIC CARPORT

CUT ASPHALT PAVEMENT, MIN 10' WIDE,

CENTERED ON FENCE ALIGNMENT,

APPROX 270 LF

DEMOLISH SIDEWALK AND CURB, MIN 10' WIDE,

CENTERED ON FENCE ALIGNMENT.

APPROX 70 SF CONC SIDEWALK AND 10 LF CURB

PROJECT BOUNDARY

CONEX

REMOVE ADA PARKING SIGN

GRASS ISLAND,

TYP OF 6

GRAVEL

BARBED

WIRE FENCE

DRAINAGE DITCH

POINT TABLE

POINT #

NORTHING

3962386.99

3962150.12

3962203.63

3962513.62

EASTING

1363826.91

1363804.90

1363530.99

1363532.22

ELEVATION

437.26

439.24

438.17

438.69

DESCRIPTION

MAG NAIL

MAG NAIL

REBAR AND CAP

REBAR AND CAP

8/29/2024 5:43 PM 042103-C100.DWG

042103

30 AUG 2024

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

FAIRBANKS DPS

BUILDING

RECONFIGURATION

C100

CBP

CCD

EXISTING

CONDITIONS

EXISTING CONDITIONS1

C100 1" = 40'

LEGEND

PROPERTY LINE

DEMOLITION

STRUCTURE

EDGE OF ASPHALT PAVEMENT

GRAVEL

BARBED WIRE FENCE

SIGN

BOLLARD

HYDRANT

UTILITY POLE

HEAD BOLT OUTLET

LIGHTPOLE

TREE LINE

SURVEY NOTES

1. FEATURES DEPICTED ARE FROM TOPOGRAPHIC SURVEY

PERFORMED AUGUST 5-7, 2024. UNDERGROUND UTILITY

LOCATES WERE NOT CONDUCTED FOR THIS SURVEY.

COORDINATES ARE ALASKA STATE PLANE, ZONE 3, NAD83, US FEET

FENCING NOTES

1. PROVIDE FABRIC IN ONE-PIECE HEIGHTS, 9 GAUGE, 2-IN MESH.

2. FENCING FRAMEWORK: ASTM F1043 GROUP IC TABLE 3 HEAVY

INDUSTRIAL FENCE FRAMEWORK. EXTERIOR ZINC COATING TYPE

B OR TYPE D.

2.1. END, CORNER, PULL POSTS: 2.875 IN OD, 4.64 LB/FT

2.2. LINE POSTS: 2.375 IN OD, 3.12 LB/FT

2.3. TOP, BOTTOM, INTERMEDIATE, AND BRACE RAILS: 1.66 IN OD,

1.84 LB/FT

2.4. SWING GATE POSTS: 2.875 IN OD, 4.64 LB/FT

2.5. SWING GATE FRAME MEMBERS: 1.90 IN OD, 2.28 LB/FT

2.6. SLIDE GATE POSTS: 4.00 IN OD, 6.56 LB/FT

2.7. SLIDE GATE FRAME MEMBERS:

2.7.1. HORIZONTAL TOP AND BOTTOM TRACK MEMBERS: 2.375 IN

OD, 3.12 LB/FT

2.7.2. VERTICAL AND INTERNAL MEMBERS: 1.90 IN OD, 2.28 LB/FT

3. TENSION WIRE: GALVANIZED STEEL MARCELLED TENSION WIRE, 7

GAUGE, COMPLYING WITH ASTM A824

4. BARBED WIRE: COATING TYPE Z, CLASS 3, 08 OZ/FT2, BARB

COATING 0.70 OZ/FT2. COMPLY WITH ASTM A121, DESIGN NO

12-4-5-14R, DOUBLE 12-1/2 GA TWISTED STRAND WIRE, W/ 4-POINT

14 GA ROUND BARBS SPACED 5 IN ON CENTER. MATCH COATING

TYPE TO THAT OF FABRIC.

5. FITTINGS AND ACCESSORIES: GALVANIZED STEEL, MIN ZINC

COATING 1.20 OZ/FT2. COMPLY WITH ASTM F626.

6. SLIDING GATES SHALL OPEN OR CLOSE WITH AN INITIAL PULL

FORCE NO GREATER THAN 40 LBS. ALL GATES SHALL OPERATE

SMOOTHLY, EASILY, AND QUIETLY, FREE OF BINDING, WARP,

EXCESSIVE DEFLECTION, DISTORTION, NONALIGNMENT,

MISPLACEMENT, DISRUPTION, OR MALFUNCTION THROUGHOUT

ENTIRE OPERATIONAL RANGE. CONFIRM THAT LATCHES AND

LOCKS ENGAGE ACCURATELY AND SECURELY WITHOUT FORCING

OR BINDING.

7. INSTALL CHAIN LINK FENCING IN ACCORDANCE WITH ASTM F567,

SWING GATES IN ACCORDANCE WITH ASTM F900, AND SLIDE

GATES WITH ASTM F1184..

8. VERIFY THAT POSTS ARE SET PLUMB, ALIGNED, AND AT CORRECT

HEIGHT AND SPACING.

EARTH MOVING NOTES

1. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS,

AND OTHER FACILITIES FROM DAMAGE CAUSED BY

SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT,

AND OTHER HAZARDS CREATED BY EARTH-MOVING

OPERATIONS.

2. BACKFILL MATERIAL SHALL BE FREE OF ORGANIC MATERIAL,

DEBRIS, OR OTHER DELETERIOUS MATERIAL

3. SUBMIT ASTM C-117/C-136 GRADATION ANALYSES, AND ASTM

D-1557 MODIFIED PROCTOR TEST RESULTS FOR STRUCTURAL

FILL, CRUSHED AGGREGATE, AND OTHER BACKFILL MATERIAL

SPECIFIED TO BE USED PRIOR TO BEGINNING ANY BACKFILL

WORK.

3.1. STRUCTURAL FILL: WELL-GRADED SANDY GRAVEL

MEETING THE FOLLOWING GRADATION.

SIZE % PASSING

4" 100

NO. 4 30-60

NO. 200 0-5

3.2. CRUSHED AGGREGATE: WELL-GRADED, MECHANICALLY

CRUSHED AGGREGATE MATERIAL MEETING THE

FOLLOWING GRADATION.

SIZE % PASSING

1 100 ¾” 70-100 3/8” 50-80

NO. 4 35-65

NO. 8 20-50

NO. 50 6-30

NO. 200 0-6

AT LEAST 70% BY WEIGHT OF PARTICLES RETAINED ON

NO. 4 SIEVE SHALL HAVE AT LEAST ONE FRACTURED

FACE.

4. BACKFILL EXCAVATION IN MAXIMUM 6" LEVEL LIFTS, ADJUST

MOISTURE CONTENT AS REQUIRED TO COMPACT EACH LIFT TO

95% DENSITY.

5. EMPLOY A QUALIFIED INDEPENDENT TESTING AGENCY TO

PERFORM REQUIRED FIELD AND LABORATORY TESTING.

6. OBTAINING UTILITY LOCATIONS AND PROTECTING UTILITIES IS

THE RESPONSIBILITY OF CONTRACTOR. CONTACT UTILITY

LOCATOR SERVICE FOR PROJECT AREA BEFORE BEGINNING

EARTH-MOVING OPERATIONS.

REGISTERED PROFESSIONA L ENGINEER

Charles Cutter Degerlund

No. CE124811 29-Aug-2024

H

T

7'

-7

PERSONNEL GATE

16' WIDE SLIDING

GATE W/ BOLLARDS

16' WIDE SLIDING

GATE W/ BOLLARDS

C701

C700

C701

PATCH ASPHALT

W/ GRAVEL

C702

CONNECT TO

EXISTING FENCE

CHAIN-LINK

FENCE WITH

BARBED WIRE

C700

CONNECT TO

EXISTING FENCE

CHAIN-LINK

FENCE WITH

BARBED WIRE

C700

455'-3"

GRAVEL

ACCESS

C702

GRAVEL

ACCESS

C702

WETLANDS

DPS BUILDING

AWT STORAGE

CANOPY

AWT POLE

BARN

TERMINATE FENCE

AT BUILDING WALL

C700

ALIGN FENCE TO 18" FROM FACE

OF LANDSCAPE ISLAND

175'-11"

232'-8"

98'-5"

3'-

9"

81'-4"

4'-

7"

228'-11"

APPROXIMATELY

PARALLEL TREE LINE

APPROXIMATELY

PARALLEL TREE LINE

SEE NOTE 5

HATCH STRIPE PARKING SPACES

ADJACENT TO FENCE, TYP.

C701

IN LINE WITH EXISTING

RAZOR WIRE FENCE

R21'-0", TYP.

PROPERTY LINE

WETLANDS

43'-6"

14'-6"

101 102

103 104

107108

20 LF 12" CMP

CULVERT

SEE NOTE 6

4,5 C701

8' BARBED

WIRE FENCE

GRAVEL

ACCESS

15' CLEAR AREA

10' CLEAR AREA

8'-0"

POINT TABLE

POINT #

NORTHING

3962671.57

3962659.88

3962483.94

3962479.52

3962381.06

3962254.45

3962084.75

3962091.17

EASTING

1363720.19

1364172.87

1364168.33

1364400.98

1364399.11

1364311.89

1363987.02

1363758.10

DESCRIPTION

FNC

FNC

FNC

FNC

FNC

FNC

FNC

FNC

8/29/2024 7:01 PM 042103-C200.DWG

042103

30 AUG 2024

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

FAIRBANKS DPS

BUILDING

RECONFIGURATION

C200

CBP

CCD

SITE PLAN

SITE PLAN1

C200 1" = 40'

GENERAL NOTES

1. INSTALL BRACE PANELS AT ENDS, GATES, CORNERS,

AND WHEN A STRAIGHT RUN EXCEEDS 500 LF. SEE

DETAIL 2/C700.

2. INSTALL GROUNDING AT INTERVALS NOT EXCEEDING 500

LF ALONG FENCE. SEE DETAIL 3/C702.

3. LOCATION OF PARKING SPACES ARE APPROXIMATE.

HATCH STRIPING SHOWN IS DIAGRAMMATIC. HATCH

STRIPE PARKING SPACES ADJACENT TO FENCE.

4. IF THERE IS A CONFLICT BETWEEN MEASUREMENTS AND

STAKING POINTS, STAKING POINTS TAKE PRECEDENCE.

5. COORDINATE WITH OWNER FOR LOCATION OF FABRIC

CARPORT.

6. ADJUST ROAD LOCATION AS NECESSARY TO

ACCOMMODATE CULVERT INSTALLATION SUCH THAT

CULVERT DOES NOT EXTEND BEYOND FENCE.

REGISTERED PROFESSIONA L ENGINEER

Charles Cutter Degerlund

FINISH GRADE TO

FABRIC BOTTOM:

1-1/2" MIN,

2-1/2" MAX

8/29/2024 7:00 PM 042103-C700.DWG

042103

30 AUG 2024

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

FAIRBANKS DPS

BUILDING

RECONFIGURATION

C700

NAD

CCD

DETAILS

1.66" O.D. TOP RAIL

1.66" O.D. BRACE RAIL

8' -0

FINISH

GRADE

FINISH

GRADE

TIE WIRES OR

HOG RINGS (TYP.)

TIE WIRES OR CLIPS (TYP.)

CHAIN-LINK FABRIC (9 GAUGE, 2" MESH)

TRUSS ROD

(3/8"Ø MIN)

2" TYP

6"

" M

IN

NOTE:

THIS DETAIL SHOWS THE

FENCE ASSEMBLY FROM

THE NON-SECURE SIDE.

1' -0

BARBED-WIRE APRON ON EXTENSION ARMS

2.875" O.D. CORNER,

END, OR PULL POST

2.375" O.D. LINE POST

2.375" O.D. LINE POST

BOTTOM TENSION

WIRE, TYP

HOG

RINGS

(TYP.)

10'-0" MAX 10'-0" O.C. MAXIMUM. LINE POSTS TO BE EQUALLY SPACED.

GENERAL FENCING NOTES

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND

ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE

SECTIONS AND METHODS OF INSTALLATION THAT

COMPLY WITH THE SPECIFICATIONS.

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE

CONSTRUCTED ON THE SECURE SIDE OF THE FENCE

ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON

THE SIDE OPPOSITE THE SECURE AREA. SEE DETAIL

1/C702.

3. INSTALL CONCRETE FOUNDATIONS ON CORNER

POSTS, GATE POSTS, AND WITHIN 1 POST OF GATES

AND CORNERS. ALL OTHER POSTS SHALL BE DRIVEN.

4. INSTALL GROUNDING PER DETAIL 3/C702 EVERY 500'

OR FRACTION THEREOF.

6" TYP

" T

Y P

TOP RAIL

TRUSS ROD

TRUSS ROD

PULL POST

LINE POST

BRACE RAILSBRACE RAILS

LINE POST

BOTTOM TENSION

WIRE

10'-0" MAX 10'-0" MAX

NOTE:

PROVIDE BRACE PANEL

WHENEVER STRAIGHT

RUNS EXCEED 500 FEET

3 STRANDS OF BARBED WIRE, TYP

24" MIN

" M

IN

STRUCTURAL FILL

10"Ø MIN

16"Ø MIN

24" TYP

" T Y

P

STRUCTURAL FILL

18"

" M

IN

D

R

IV

E N

E M

B E

D M

E N

T

" M

IN

CHAIN-LINK SECURITY FENCE ASSEMBLY1

C700 NOT TO SCALE

BRACE PANEL2

C700 NOT TO SCALE

PERSONNEL GATE AND END POST AT BUILDING WALL3

C700 NOT TO SCALE

C702

END POST AT

BUILDING WALL

CONCRETE BASE REQUIRED

FOR END POST

6", TYP

BUILDING WALL

2" MAX

LINE POST DETAIL PER

FENCE ASSEMBLY DETAIL

3' -0

" M

IN

, T Y

P

6", TYP

16"Ø MIN, TYP

4'

TOP RAIL,

TYP

BRACE RAIL

LATCH

ASSEMBLY

BRACE

RAIL, TYP

TRUSS

ROD, TYP

HINGE

3/8"Ø

TRUSS

RODS,

TYP

2.875" O.D.

GATE POST,

TYP

8' -0

MAINTAIN CLEARANCE PER

FENCE ASSEMBLY DETAIL

NOTES:

1. THIS DETAIL SHOWS THE GATE AND FENCE ASSEMBLY FROM

THE SECURE SIDE.

2. INSTALL FENCE AND GATE AT ELEVATIONS APPROPRIATE TO

COMPLETED SIDEWALK AND ASPHALT PAVING ELEVATIONS.

3 STRANDS OF

BARBED WIRE

ON VERTICAL

APRON

3 STRANDS OF BARBED

WIRE ON OUTRIGGER,

TYP

TENSION

WIRE, TYP

C702

3'-0"

MIN,

TYP

16"Ø

MIN,

TYP

EXISTING NEW

CONCRETE SIDEWALK NEW TO EXISTING4

C700 NOT TO SCALE

EXISTING SLOPE

AGAINST BUILDING

HINGE

LINE

POST

4'

REPLACE DEMOLISHED CONCRETE W/

CRUSHED AGGREGATE SURFACE

COURSE TO SAME LINES AND

ELEVATIONS AS EXISTING SIDEWALK

2" MIN, 5" MAX TO

EXISTING S/W

ELEVATION

CREATE SMOOTH TRANSITION BETWEEN

SIDEWALK AND PARKING AREA

EXISTING/PLANNED SIDEWALK AND PARKING AREA ELEVATIONS

STRUCTURAL

FILL

12"

MATCH SIDEWALK

REGISTERED PROFESSIONA L ENGINEER

Charles Cutter Degerlund

8/29/2024 6:59 PM 042103-C701.DWG

042103

30 AUG 2024

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

FAIRBANKS DPS

BUILDING

RECONFIGURATION

C701

NAD

CCD

DETAILS

SIDE VIEW

16'-0"8'-0"

8' -0

"9' -0

8' -0

1'

-0

LINE

POST

BRACE RAIL TOP RAIL, TYP

TRUSS

ROD,

TYP

BRACE

RAIL,

TYP

TENSION WIRE, TYP

GRADE

LINE

3 STRANDS OF BARBED WIRE

ON VERTICAL APRON, TYP

3 STRANDS OF

BARBED WIRE, TYP

END POST

AT GATE1.90" OD

VERTICAL

RAIL, TYP

2.375" OD

FRAME RAIL,

TYP

MATCH CORNER

POSTS AS SHOWN

ON 1/C700

1.90" OD

DIAGONAL

RAIL, TYP

GATE MESH

FABRIC TO

MATCH FENCE

ROLLER ASSEMBLY

WITH 4" x 2-3/8" HEAVY

NYLON ROLLERS, TYP

GATE POST, TYP

4" OD WITH 4"

DOME CAPS

6"

18" O.C. TYP

PROVIDE BOLLARD

AT EACH GATE POST

IN HIGH-TRAFFIC OR

TIGHT-TURNING

AREAS

MATCH CORNER POSTS AS

SHOWN ON 1/C700

GENERAL GATE NOTES

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES

OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.

2. SLIDING GATES SHALL BE CONSTRUCTED WITH ROLLER ASSEMBLIES, LATCH ASSEMBLY, AND

PADLOCKS EXCEPT AS NOTED.

3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F1184: 2.375 NOMINAL DIAMETER WITH 1.90" NOMINAL DIAMETER INTERIOR AND DIAGONAL RAILS. GATE FRAMES SHALL BE

OF WELDED CONSTRUCTION AT ALL CORNERS. AT CONTRACTOR'S OPTION GATE MAY BE BOLTED

AND/OR RIVETED FIELD ASSEMBLIES OF MODULAR PANELS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.

4. REFER TO FENCE ASSEMBLY DETAIL FOR FENCE POST AND RAIL SIZES.

NOTE:

THIS DETAIL SHOWS THE

GATE AND FENCE ASSEMBLY

FROM THE SECURE SIDE.

VERTICAL OUTRIGGER

FOR BARBED WIRE

3 HORIZONTAL STRANDS

OF BARBED WIRE

CHAIN-LINK FABRIC

3 STRANDS OF

BARBED WIRE, TYP

FENCE FABRIC, TYP

GATE FRAME

NON-SECURE SIDE

SECURE SIDE

VERTICAL OUTRIGGER

FOR BARBED WIRE

1' -6

5'-0"

NOTE: BOLLARD LAYOUT

DIMENSIONS ARE TYPICAL FOR

BOTH THE LATCH SIDE AND

THE ROLLER SIDE OF THE OF

THE GATE OPENING

ALIGN CENTER POINT

OF LATCH SIDE

BOLLARDS WITH FACE

OF GATE POST ON

OPENING SIDE

ALIGN CENTER POINT

OF ROLLER SIDE

BOLLARDS WITH FACE

OF GATE FRAME AT

FULL OPEN

SLIDING GATE ASSEMBLY AT SECURITY FENCE1

C701 NOT TO SCALE

SLIDING GATE ASSEMBLY AT SECURITY FENCE PLAN VIEW2

C701 NOT TO SCALE

STRIPING COLOR TO

MATCH EXISTING

45.0°

4"

2'

TYP.

M A

TC

H

E X

IS

TI

N G

MATCH

EXISTING

HATCH STRIPING3

C701 NOT TO SCALE

12" MIN COVER

SEE NOTE 1

INSITU SOILS OR COMMON FILL, SEE NOTE 2

CULVERT, LOCATION

AS SHOWN ON PLANS.

2% MIN SLOPE.

1. MAINTAIN MINIMUM COVER OF 12" ABOVE CULVERT AT ROAD

CROSSING.

2. EXCAVATE AND REMOVE EXISTING SOILS BENEATH PIPE DOWN TO

MINERAL SOIL, OR 6", WHICHEVER IS GREATER.

3. DEPRESS DITCH LINE AT CULVERT INLET TO MAINTAIN AT LEAST 12"

OF COVER OVER TOP OF PIPE. BACK-SLOPES OF DEPRESSED AREA

TO BE NO STEEPER THAN 3H:1V.

A

A

ROAD FILL PER

TYPICAL SECTION

CULVERT PER PLAN

PER

TYPICAL

SECTION

GENERAL NOTES

SECTION A-A

2'-0" MIN

DEPRESS DITCH LINE AS

NEEDED AT CULVERT TO

MAINTAIN MIN 12" OF

COVER OVER TOP OF

PIPE

FINISHED GRADE

6" MIN STRUCTURAL FILL

WIDTH SUFFICIENCT

FOR COMPACTION

EQUIPMENT, TYP

(6" MIN)

STRUCTURAL

FILL

6" MIN

DO NOT USE ROLLER

GUARDS OR COVERS

TERMINATE CULVERT

INSIDE FENCE LINE

FENCE LINE

CULVERT4

C701 NOT TO SCALE

TOP RAIL

LINE POST, TYP.

MAINTAIN STRAIGHT LINE

ALONG TOP EDGE OF FENCE

MID RAIL, TYP

TENSION WIRE

FABRIC MAX 2"

ABOVE GRADE

FENCING ACROSS DITCHES AND LOW SPOTS5

C701 NOT TO SCALE

H

H/2

REGISTERED PROFESSIONA L ENGINEER

Charles Cutter Degerlund

8/29/2024 6:59 PM 042103-C702.DWG

042103

30 AUG 2024

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

FAIRBANKS DPS

BUILDING

RECONFIGURATION

C702

NAD

CCD

DETAILS

LINE POST

CORNER POST

1' -0

1'-0"

6"

TYP

1'- 6"

45°

LO

CK P

IN

, T

YP

BARBED

WIRE, TYP

1' -0

35°

1'-10" 7.5" T

YP

LOCK PIN, T

YP

BARBED

WIRE, TYP

TENSION BAND

BRACE RAIL CLAMP DETAIL

TENSION BAND DETAIL

TENSION WIRE

TRUSS ROD

(3/8"Ø MIN)

CARRIAGE BOLT

TENSION BAR

END OR GATE POST DETAIL

TENSION BAND (15" O.C. MAX. AND WITHIN

4" FROM TOP AND BOTTOM OF FABRIC)

FABRIC

TENSION BAR TO

ENGAGE EACH

FABRIC LINK

CONCRETE BASE

FINISH GRADE

TRUSS ROD

(3/8"Ø MIN)

TRUSS ROD AND BAND

2" TYP

9-GAUGE STEEL

TIE WIRE (15" O.C.

MAX. AND WITHIN

4" FROM TOP AND

BOTTOM OF

FABRIC)

LINE POST ATTACHMENT

FABRIC

9-GAUGE STEEL TIE

WIRES (2'-0" O.C. MAX.)

TOP OR BRACE RAIL ATTACHMENT

12"

EXISTING

6" CRUSHED AGGREGATE

EXISTING

FILL

EXISTING

ASPHALT

SEE PLANS FOR LOCATION OF

SAWCUT. SAWCUT TO BE

PERPENDICULAR TO EXISTING

PAVEMENT SURFACE.

STRUCTURAL

FILL

3/4"Ø COPPER-CLAD

STEEL GROUND ROD

MOLDED EXOTHERMIC

WELD OR APPROVED

CLAMP-TYPE FITTING

OF COPPER

FENCE POST

#8 AWG SOLID

COPPER WIRE

1'-0"

10'-0"

FASTENING DETAILS1

C702 NOT TO SCALE

EXTENSION ARM DETAILS2

C702 NOT TO SCALE

GROUNDING DETAIL3

C702 NOT TO SCALE

GRAVEL PATCH DETAIL4

C702 NOT TO SCALE

EXISTING GRADE

MIN 6"

REMOVE ORGANICS, BACKFILL WITH STRUCTURAL FILL

8'

3:1 TO EG

2% SLOPE TO DRAIN

3:1 TO EG

FENCE

GRAVEL ROAD5

C702 NOT TO SCALE

NON-WOVEN GEOTEXTILE

STRUCTURAL FILL

NOTE: CLEAR TREES 10' BEYOND FENCE AND 15' INSIDE EDGE OF GRAVEL ROAD.

DEMOLISHED

ASPHALT PAVEMENT

REGISTERED PROFESSIONA L ENGINEER

Charles Cutter Degerlund