36C25618R0552-0002009.pdf

NTS

5’-0" O.C. MAX.

TYP. CONTROL JT. AT WALK

E.J. WITH SEALANT

TYP. EXP. JT. AT WALK

NTS

SECTION AT SIDEWALK

NTS

1/2" PREFORMED

SAW CUT AT

9" CRUSHED AGGREGATE

8" (MIN) COMPACTED SUBGRADE TO

N.T.S.

ASPHALT PAVING DETAILS

BASE COURSE, AHTD CL.7

6" CONCRETE

NTS

4" CRUSHED AGGREGATE BASE

COURSE, AHTD CL.7

PAVING DETAILS

B1

NTS

SIDEWALK DETAILS

B3

NTS

W.W.F. SHEETS

6"X6" W2.9XW2.9

2" RADIUS

1/4" LIP

CONCRETE CURB AND GUTTER

A2

NTS

6’ MAX O/C POST SPACING’

AREA

AROUND TREE PROTECTION

4’-0" HEIGHT, CONTINUOUS

ORANGE BARRIER FENCE,

POLYVINYL OR PLASTIC

TENSAR OR EQ.

DRIVE INTO SOIL 2’ DEEP

6’ LONG TEE POSTS,

APPROX. 24" O/C

STRINGER WIRE AT

LOCATIONS. ANCHOR TO

TOP BOTTOM AND 2 MID

POST WITH GALV. WIRE,

ANCHOR FENCE TO EACH

BOTTOM OF BARRIER

STRINGER, 2" OFF TOP AND

12 GA. GALV WIRE

TREE PROTECTION FENCE

C2

NTS

GUTTER

1’-6" 2’-0"

6" CONCRETE

WARNING PAVERS

12"x12"x2" DETECTABLE

CLASS 7 BASE

6" COMPACTED

B2

DETECTABLE WARNING PAVERS DETAIL

NTS

see plans

3" 25.0 mm HMA BASE COURSE

1.5" 9.0 mm HMA SURFACE COURSE

CONCRETE PAVING DETAILS

A3

GRATE INLET IN GRASS AREA DETAIL

NTS

PLAN

SECTION A-A

#6 BARS

BOTH WAYS

@ 6" O.C.

#6 BARS

SOD

2% MIN. 2% MIN

BOTH WAYS

@ 6" O.C.

#6 BARS

NEENAH R-2560-C2

BEEHIVE GRATE

A

A

8" (MIN) COMPACTED SUBGRADE

CONCRETE FOOTING

REBAR

" HOLE FOR #32

MATERIAL

" EXPANSION JOINT2

SEALANT

CONCRETE FILL

2’-0"

CONCRETE FOOTING

REBAR

" HOLE FOR #32

CONCRETE FILL

AROUND BOLLARDS

WARNING PAVERS

DETECTABLE

FORM 12"x12"x2"

G.F.E.

8" BOLLARD

G.F.E.

8" BOLLARD

A1

NTS

BOLLARD DETAILS

(Option 1) w/SEALANT

" EXPANSION JOINT MATERIAL2

M in

(Option 2)

CONTINUOUS POUR

THICKENED SLAB

2’-0" in

(Option 2)

CONTINUOUS POUR

THICKENED SLAB

GROUT

20’-0" O.C. MAX’ 20’-0" O.C. MAX’

1/4"’

THICKNESS’

1/4 OF SLAB

2.5" CLEAR’

6"’

4"’

6"’

24"’

12"’

6"’

4"’

8"’

4"’

CLASS 7 BASE

4" COMPACTED 6" (MIN) COMPACTED SUBGRADE

IN

STEEL GROUND ROD

5/8" X 10’ COPPER CLAD

24"

C1

SITE LIGHTING FIXTURE FOUNDATION

NO SCALE

GRADE LINE

CONDUCTOR

#6 BARE GROUNDING

IN

BLACK

PAINT SEMI-GLOSS

BLACK

PAINT SEMI-GLOSS

BY VHSO.

ANCHOR BOLTS - LOCATE BY TEMPLATE SUPPLIED

BEVELED CONCRETE

GROUT UNDER POLE BASE.

BASE COVER

3/4" CONDUIT STUB.

HAND HOLE

SQUARE, STRAIGHT ALUMINUM POLE

#6 REINFORCING RODS

CONCRETE FOUNDATION

#3 HOOP TIES AT 20"O.C.

1" PVC FOR POWER TO SITE LIGHTING.

W.W.F. SHEETS

4" Concrete with 6"X6" W1.4XW1..4 o n e e ig h t h in c h o n e f o o t

B

A

C

D

E t h r e e in c h e s n e f o o t o n e a n d o n e h a lf in c h e s n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Location

Date Checked Drawn

Project Title Project Number

Building Number

Drawing Number

Dwg. of

Drawing Title

Approved: Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

DateRevisions:

F

Fayetteville, AR

XX-XX-XX

100% CONSTRUCTION DOCUMENTS

XXX

o n e s ix t e e n t h in n e f o o t

KLS

Reconstruction

Primary Care Drive DETAILS

CS-02