36C25219B0023-0001002.pdf

517 7th street rapid city sd 57701 p 605.342.9470 f 605.342.2377 fourfrontdesign.com

FOURFRONT

D E S I G N I N C.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

100% For ConstructionOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Construct Campus Perimeter Fence

Danville, Illinois

550-18-112

Campus Perimeter Project Director

August 31, 2018 EH JM / AWRevisions: Date: Dwg. 65of

L

C

F M

I D

I Q

L

C o n s t r u c t

C a m p u s

P e r i m e t e r

F e n c e

D r a w i n g s L a n d s c a p e

S h e e t

F i l e s

L d w g

P

M j e r e m y m a l l o y

C

L

OF PIER

AND FENCE

C

L

2'-8"

7" 7"1'-6"

PLAN

L-501

F1

STANDARD FACE

BRICK

POST TYP.

FENCE BOTTOM

BAR

FENCE PICKET,

TYPICAL

AIR SPACE

CAST IN PLACE MOW

STRIP, TYPICAL

HOT DIPPED GALV.

HORIZ. JOINT

REINFORCING AT 16" O.C.

#4 VERT. REBAR

6" CMU, FULLY

GROUTED

SCALE: 1" = 1'-0"

BRICK PIER, TYPICAL

L-501

F4

SCALE: 1/2" = 1'-0"

FENCE ELEVATION, TYPICAL

L-501

C8

C

L

ELEV: SEE PLANS

(TO BE FIELD VERIFIED)

SECTION

M

I N

2"

FINISH GRADE

5'-0"x5'-0"x1'-0 CONC FTG -

SEE STRUCTURAL DRAWINGS

FOR STEEL REINFORCEMENT

PREPARE FOOTING SUBGRADE PER

GEOTECH REPORT AND

SPECIFICATIONS

CAST STONE COPING

INSTALLED WITHOUT

DRIP EDGE. BASIS OF

DESIGN IS BEIGE COLOR.

STAINLESS STEEL

DOWEL

STANDARD FACE BRICK

HOT DIPPED GALV. HORIZ.

JOINT REINFORCING AT 16" O.C.

8" CMU FULLY GROUTED

8" CMU PILASTER

W/ (4) #5 VERT REBAR & 3 TIES,

- SEE STRUCTURAL DRAWINGS

STAINLESS STEEL THRU WALL

FLASHING, AS SPECIFIED

WEEP ROPES

1/2" EXPANSION

JOINT

CAST IN PLACE

MOW STRIP

32"x32" CONC PIER

- SEE STRUCTURAL DRAWINGS

FOR STEEL REINFORCEMENT

#5 x 48" DOWEL EA CORNER, 24" EMBED - SEE STRUCTURAL

12"x12" CONC PIER - SEE

STRUCTURAL DRAWINGS FOR

STEEL REINFORCEMENT

2" TYP.

4" MAX

STEEL SLEEVE (6" MIN.)

OPTIONAL, SEE NOTE 1

SCALE: 3/4" = 1'-0"

BRICK PIER, TYPICAL

L-501

F1

SCALE: 1/2" = 1'-0"

CANTILEVER GATE ELEVATION

L-501

C1

L-501

SECTIONS AND DETAILS:

ENLARGEMENTS #1

2'-11 5/8"

CAP PLAN

LIMESTONE COPING

ORNAMENTAL FENCE SECTION THROUGH CAST IN PLACE MOW STRIP

L-501

F8

1'-0"

SECTION

FENCE PICKET

FENCE POST, BEYOND

1/2" CHAMFER, TYPICAL

ALL CORNERS

FINISH GRADE

2" THICK COMPACTED

AGGREGATE BASE

CAST IN PLACE CONCRETE

MOW STRIP UNDER ALL

FENCING EXCEPT AT FENCE

POSTS

4' CONTRACTION

JOINT INTERVAL

SCALE: 1 1/2" = 1'-0"

STEEL FENCE AND GATE NOTES:

WHEN CUTTING STEEL FENCE PANELS, THE CONTRACTOR SHALL IMMEDIATLEY SEAL

THE EXPOSED SURFACES IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDTAIONS TO ENSURE WARRANTY IS SUSTAINED.

8'-0 1/2" O.C. (NOM.) TYPICAL

3 3/4"

1'-0"

ELEVATION

1 3/4" x 1 3/4", 14 GA. MIN. RAIL

1" SQ., 14 GA.

PICKET

3" SQ., 14 GA. MIN. POST

ORNAMENTAL METAL

FENCE, AS SPECIFIED

#4 REBAR DOWEL

CAST IN PLACE

MOW STRIP

CAST IN PLACE

CONCRETE FOOTING

NOTES:

1. PEDESTRIAN SWING GATES SHALL BE THE DIMENSIONS

SHOWN ON PLANS AND MATCH THE FENCE. SWING GATES

SHALL BE SUBMITTED TO VA/ COR FOR APPROVAL.

PEDESTRIAN GATES SHALL HAVE ADA APPROVED HANDLES

WITH STAINLESS STEEL LOCKING MECHANISM, LATCH AND

DEAD BOLT. LOCINOX LAKYF2, OR APPROVED EQUAL.

2. BASIS OF DESIGN FOR FENCE AND GATES IS THE AMERISTAR

AEGIS II (MAJESTIC).

3. USE 6" SQ., 14 GA. MIN. FOR ALL GATE MOUNTING POSTS.

ALL POSTS, PANELS, AND FOOTINGS SHALL BE DESIGNED,

STAMPED, AND SEALED BY A REGISTERED STRUCTURAL OR

CIVIL ENGINEER IN THE STATE OF ILLINOIS FOR A 105 MPH

WIND LOAD IN ACCORDANCE WITH 2015 IBC.

M

I N

C

L

C

L

C

L

C

L

CANTILEVER VEHICULAR GATE (WIDTH VARIES) CENTERLINE

OF POST TO CENTERLINE OF POST - SEE CS100

PER MANUFACTURER'S

REQUIREMENTS

ELEVATION

M

I N

ORNAMENTAL METAL CANTILEVER

VEHICLE GATE, AS SPECIFIED

GATE MOUNTING POST

SEE NOTE 1

2" SQ. GATE END

SEE NOTE 1

1" SQ., 14 GA. PICKET

NOTES:

1. USE 6" SQ., 14 GA. MIN. FOR ALL GATE MOUNTING POSTS.

ALL POSTS, PANELS, AND FOOTINGS SHALL BE DESIGNED,

STAMPED, AND SEALED BY A REGISTERED STRUCTURAL OR

CIVIL ENGINEER IN THE STATE OF ILLINOIS FOR A 105 MPH

WIND LOAD IN ACCORDANCE WITH 2015 IBC.

NOTES:

1. A STEEL SLEEVE MAY BE UTILIZED TO ALLOW

GROUTING THE FENCE POST. THE

CONTRACTOR SHALL EMPLOY MEANS AND

METHODS TO ENSURE THAT THE GROUT FULLY

SURROUNDS THE DECORATIVE POST AND

THAT THE POST WILL NOT PULL OUT. A

MINIMUM OF 4” OF CONCRETE SHALL BE

PROVIDED OUTSIDE OF THE SLEEVE. THE COR

SHALL REVIEW AND APPROVE THE PLACEMENT

OF THE FIRST FOUNDATION TO VERIFY THE

STRUCTURAL ADEQUACY OF THE

INSTALLATION. IF THE POST IS NOT

SUPPORTED ADEQUATELY, CONTRACTOR WILL

NEED TO REMOVE AND ADJUST SLEEVE SIZE,

AMOUNT OF GROUT, ETC. TO MAKE THE POST

STRUCTURALLY SOUND.