CHARLOTTE STREET RIDGEWAY STREET DESIGN AND …

N

WORK INVOLVES:

NEW CONCRETE BLOCK COVERED ENCLOSURE AND PERIMETER FENCING AND GATES

AS SHOWN ON THE DRAWINGS.

CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING ALL COSTS ASSOCIATED

W/ TOWN OF BLACK MOUNTAIN PERMITS.

DESIGN AND TECHNICAL CONTACT:

CAROL HENNE FAY

ASST. FACILITIES DIRECTOR, BUNCOMBE CO. SCHOOLS

PHONE: 828-255-5917

FAX: 828-255-5923

BIDDING & ADMINISTRATIVE CONTACT:

TIFFANY McCANTS

PURCHASING OFFICER

PHONE: 828-255-5891

FAX: 828-251-1730

COVER

Black Mountain Primary School- Secure Campus Perimeter

301 East State Street, Black Mountain, NC

OWNER CONTACTS:

PROJECT DESCRIPTION:

SHEET INDEX:

COVER

LS1.1 EGRESS PLAN

A1.0 DEMOLITION/ SITE WORK

A1.1 PLANS AND ELEVATIONS- BASE BID & ALTERNATE 1

A1.2 PLANS AND ELEVATIONS- ALTERNATE 2, 3 AND 4

A3.1 SECTIONS AND DETAILS

A6.1 DOOR SCHEDULE H/J/S/ DETAIL AND ELEVATIONS

VICINITY MAP

PROJECT SITE

BLACK

MOUNTAIN

PRIMARY

MAIN

ENTRANCE

C

H

A

R

L

O

T

T

E

S

T

R

E

E

T

US

70/ E

AS

T S

TA

TE

ST

RE

ET

RID

GE

WA

Y S

TR

EE

T

SCALE- 1/64"=1'-0"

DESIGNED BY: CHF

DATE: 04.10.2019

175 Bingham

Road

Tim

othy Fierle AIA, D

irector

Buncom

be County Schools

Facilities and Planning

Asheville, N

.C. 28806-3800

Phone: (828) 255-5916 Fax: (828) 255-5923

SECURE CAMPUS

PERIMETER AT

BLACK MOUNTAIN

PRIMARY SCHOOL

301 EAST STATE STREET

BLACK MOUNTAIN, NC

BID SET

1

A1.1

1

A1.2

2

A1.2

3

A1.2

EXIST.

ELECT.

RM.

ALTERNATE #2

ALTERNATE #3

ALTERNATE #4

BASE AND ALTERNATE BIDSBASE BID TO INCLUDE ALL DEMOLITION AND CONCRETE PAVING SHOWN ON 1 AND 2/A1.0, ALL WORK ON

A1.1 AND RELATED WORK ON CORRESPONDING DRAWING SHEETS. (COVERED ENTRANCE).

ALTERNATE #1- 4" SPACING IN PLACE OF 1

1

2

" SPACING OF PICKETS ON ALUMINUM FENCE AND GATE.

ALTERNATE 2 TO INCLUDE WORK SHOWN ON 2/A1.2 AND RELATED WORK SHOWN ON CORRESPONDING

DRAWING SHEETS. (CHARLOTTE STREET ENTRY)

ALTERNATE 2A- 4" SPACING IN PLACE OF 1

1

2

" SPACING OF PICKETS ON ALUMINUM FENCE AND GATE..

ALTERNATE 3 TO INCLUDE DEMOLITION AND CONCRETE PAVING ON 3 AND 4/A1.0 AND WORK SHOWN ON

1/A1.2 AND RELATED WORK SHOWN ON CORRESPONDING DRAWINGS SHEETS. (RIDGEWAY ENTRY)

ALTERNATE 3A- 4" SPACING IN PLACE OF 1

1

2

" SPACING OF PICKETS ON ALUMINUM FENCE AND GATE..

ALTERNATE 4 TO INCLUDE ALL WORK SHOWN ON 3/A2.1AND RELATED WORK SHOWN ON

CORRESPONDING DRAWING SHEETS. (CHAIN LINK FENCE)

1. PRIOR TO ANY SITE DISTURBANCE, CONTRACTOR SHALL PROVIDE EXISTING SITE SURVEY AND

SITE GRADING PLAN FOR REVIEW BY THE ARCHITECT TO CONFIRM THE EXTENT OF NEW

GRADING REQUIRED AND COMPLIANCE WITH THE DESIGN INTENT OF THE ADA COMPLIANT SITE

IMPROVEMENTS INDICATED IN THESE DOCUMENTS.

2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND

NOTIFY ARCHITECT OF ANY DISCREPANCIES THAT WILL IMPACT THE DESIGN INTENT OF THE ADA

COMPLIANT IMPROVEMENTS INDICATED IN THESE DOCUMENTS.

3. ALL EQUIPMENT, FIXTURES, HARDWARE AND ACCESSORIES PROVIDED ARE TO COMPLY WITH

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN BY THE US DEPARTMENT OF JUSTICE AND ICC

A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. ALL PRODUCTS IDENTIFIED

INDICATE BASIS OF DESIGN, REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

4. ALL EXISTING MATERIALS TO REMAIN ARE TO BE PROTECTED AND CLEANED TO REMOVE

EXISTING DEBRIS WITHOUT DAMAGING FINISHES.

5. NEATLY SEAL NEW MATERIALS TO EXISTING MATERIAL AND SURFACES.

6. WHERE EXISTING GRADE OR GRASS IS DISTURBED, RE-GRADE TO A SMOOTH SLOPE. PROVIDE

4" TOP SOIL, SLOPE STABILIZATION AND A STAND OF GRASS: PROVIDE A MIX OF COLD AND

WARM WEATHER GRASSES AND MATTING (EVEN IF HYDROSEEDING). NO STRAW.

7. POUR THICKENED TURN-DOWN SLAB EDGES AT ALL EXTERIOR SLABS LOCATED AT EXTERIOR

DOORS FOR THE FULL LENGTH OF THE SLAB, REFER TO SECTIONS AND DETAILS.

8. PROVIDE 1:48 CROSS SLOPE AT RAMPS, LANDINGS AND WALKS AND CONCRETE SLABS.

9. PROVIDE ISOLATION / EXPANSION JOINTS AT NEW TO EXISTING SLAB CONNECTIONS AND AT ALL

NEW DOOR OPENINGS AS INDICATED. REFER TO SECTIONS, DETAILS.AND FOUNDATION PLAN.

10.PROTECT EXISTING PLANTED AREAS AND TREES DURING CONSTRUCTION. AVOID DAMAGE TO

ALL PLANTS AND THEIR ROOT SYSTEMS.

11.STEEL IDENTIFIED AS GALVANIZED OR HG REFERS TO HOT DIP GALVANIZED, UNLESS NOTED

OTHERWISE. .

GENERAL NOTES

BASE BID &

ALTERNATE 1

686 TOTAL OCCUPANTS/2=

LS1.1

DESIGNED BY: CHF

DATE: 04.10.2019

175 Bingham

Road

Tim

othy Fierle AIA, D

irector

Buncom

be County Schools


Asheville, N

.C. 28806-3800

Phone: (828) 255-5916 Fax: (828) 255-5923

SECURE CAMPUS

PERIMETER AT

BLACK MOUNTAIN

PRIMARY SCHOOL


BLACK MOUNTAIN, NC

BID SET

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXITEXIT

EXIT

MEDIA CENTER

4155 SF/50=

83 OCCUPANTS

THEATER

1939 SF/7=277 OCCUPANTS

EXIT

GYM-

4,778 SF/7

682 OCCUPANTS

OFFICE AREAS

3250 SF/100=

33 OCCUPANTS

OFFICE AREAS

878 SF/100=

9 OCCUPANTS

CLASSROOM

712 SF/20=

36 OCCUPANTS

CLASSROOM

696 SF/20=

35 OCCUPANTS

CLASSROOM

693 SF/20=

34 OCCUPANTS

CLASSROOM

700 SF/20=

35 OCCUPANTS

CLASSROOM

716 SF/20=

36 OCCUPANTS

CLASSROOM

716 SF/20=

36 OCCUPANTS

CLASSROOM

700 SF/20=

35 OCCUPANTS

CLASSROOM

693 SF/20=

34 OCCUPANTS

CLASSROOM

700 SF/20=

35 OCCUPANTS

CLASSROOM

700 SF/20=

35 OCCUPANTS

CLASSROOM

693 SF/20=

34 OCCUPANTS

CLASSROOM

716 SF/20=

36 OCCUPANTS

CLASSROOM

716 SF/20=

36 OCCUPANTS

CLASSROOM

876 SF/20=

44 OCCUPANTS

CLASSROOM

700 SF/20=

35 OCCUPANTS

CLASSROOM

716 SF/20=

36 OCCUPANTS

CLASSROOM

716 SF/20=

36 OCCUPANTS

CLASSROOM

700 SF/20=

35 OCCUPANTS

CLASSROOM

693 SF/20=

34 OCCUPANTS

CLASSROOM

696 SF/20=

35 OCCUPANTS

CLASSROOM

712 SF/20=

36 OCCUPANTS

RESTROOMS...

635 SF

RESTROOMS...

635 SF

RESTROOMS...

635 SF

RESTROOMS...

635 SF

RESTROOMS AND

STORAGE

770 SF

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

CLASSROOM

980 SF/20=

49 OCCUPANTS

CLASSROOM

980 SF/20=

49 OCCUPANTS

CLASSROOM

980 SF/20=

49 OCCUPANTS

CLASSROOM

980 SF/20=

49 OCCUPANTS

CLASSROOM

980 SF/20=

49 OCCUPANTS

CLASSROOM

980 SF/20=

49 OCCUPANTS

CLASSROOM

980 SF/20=

49 OCCUPANTS

CLASSROOM

980 SF/20=

49 OCCUPANTS

(

1

2

TO ADA EXIT)

CLASSROOM

980 SF/20=

49 OCCUPANTS

LAB

1066 SF/20=

54 OCCUPANTS

CAFETERIA

2516 SF/15=

168 OCCUPANTS

84

75

54

340 max

210

max

160

max

156

156

340

176

EXIT

EXIT

EXIT EXIT

EXIT

EXIT

71

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

6936

9

71

34

138

139

42

105

360

max

33

340

max

340

max

340

max

340

max

4'-0"

35

36

36

35

44 3534

3436

71

287

41

288

(2) 42" doors

400 max

287

371

113

363

42

steps- 120" wide

EXIT

EXIT

EXIT

84

223 totalx.2=44.6" wide

400 max

LIFE SAFETY PLAN

SCALE- 1/16"=1'-0"

1

49

49

49

49

48

25

25

EXIT

EXIT

49

49

25

25

27

129

24

24

CLASSROOM

980 SF/20=

49 OCCUPANTS

(

1

2

TO ADA EXIT)

CLASSROOM

980 SF/20=

49 OCCUPANTS

(

1

2

TO ADA EXIT)

CLASSROOM

980 SF/20=

49 OCCUPANTS

(

1

2

TO ADA EXIT)

EXIT

49

EXIT

49

ART ROOM

1066 SF/20=

54 OCCUPANTS

48"

GATE

48"

GATE

36

35

71

144

69

70

69

149

54

48

340

max

340

max

98'-1

1

2

"'

100'-0"

FIN. FL.

100'-0"

FIN. FL.

99'-5

1

4

"

99'- 2

1

2

"

97'-11

7

8

"

96'-9

96'-4

5

8

"

99'-11

3

4

"

96'-9

1

2

"96'-9

3

4

"

95'-11

5

8

"

95'-11"

96'-0"

95'-11

3

8

"

95'-11

3

4

"

95'-10

1

2

"

98'-1

1

2

"'

100'-0"

FIN. FL.

100'-0"

FIN. FL.

99'-5

1

4

"

99'- 2

1

2

"

97'-11

7

8

"

96'-9

1

8

" FIN. FL.

96'-4

5

8

"

99'-11

3

4

"

96'-9

1

2

"96'-9

3

4

"

95'-11

5

8

"

95'-11"

96'-0"

95'-11

3

8

"

95'-11

3

4

"

95'-10

1

2

"

100'-0"

FIN. FL.

99'-4

3

4

"

99'-6"

99'-4

1

2

"

99'-4

3

4

"

99'-10

3

8

"

99'-6

1

2

"

99'-5

5

8

"

99'-3

1

2

"

99'-3

1

2

"

100'-0"

FIN. FL.

99'-4

3

4

"

99'-6"

99'-4

1

2

"

99'-4

3

4

"

99'-10

3

8

"

99'-6

1

2

"

99'-5

5

8

"

99'-3

1

2

"

99'-3

1

2

"

A1.0

DESIGNED BY: CHF

DATE: 04.10.2019

175 Bingham

Road

Tim

othy Fierle AIA, D

irector

Buncom

be County Schools


Asheville, N

.C. 28806-3800

Phone: (828) 255-5916 Fax: (828) 255-5923

SECURE CAMPUS

PERIMETER AT

BLACK MOUNTAIN

PRIMARY SCHOOL


BLACK MOUNTAIN, NC

BID SET

SITE EXISTING CONDITION/ DEMOLTIOTION- BASE BID

1/8"=1'-0"

1

SITE PROPOSED- BASE BID

1/8"=1'-0"

2

EXISTING PAVEMENT

TO BE REMOVED

EXISTING LIGHT

POLE TO

REMAIN

EXISTING

YARD DRAIN

TO REMAIN

EXISTING

YARD DRAIN

TO REMAIN

EXISTING

SIDEWALK TO

REMAIN

EXISTING SIDEWALK

TO REMAIN

EXISTING

LANDING @

99'-11

3

4

"

EX

IS

TIN

G

RA

MP

D

WN

EXISTING

LANDING @

99'-5"

PR

OP

OS

ED

R

AM

P D

WN

.

1:12 M

AX

. S

LO

PE

EX

IS

TIN

G

RA

MP

D

WN

30'-0"

PR

OP

OS

ED

LA

ND

IN

G

1:48 M

AX

96'-11"

PROP. GRADE

96'-8

1

2

"

PROP. LAND.

96'-7 1/2"

PROP.

96'-7 1/2"

PROP.

DN

1:20

ETR

96'-3

1

2

"

PROP.

96'-8

1

2

"

PROP.

5'-0"

5'-0"

ETR

DN 1:20 MAX.

DN

1:20 M

AX

.

96'-4"

PROP.

96'-4"

PROP.

EXIST.

LT. POLE

EXISTING SIDEWALK

TO REMAIN

EXISTING SIDEWALK

TO REMAIN

EXISTING PLANTERS

TO BE REMOVED

EXISTING PAVEMENT

TO BE REMOVED

SITE EXISTING CONDITION/ DEMOLITION- ALTERNATE #3

1/8"=1'-0"

3

SITE PROPOSED- ALTERNATE 3

1/8"=1'-0"

4

REMOVE EXISTING

GATE AND CHAIN

LINK FENCE

EXISTING CHAIN

LINK FENCE TO

REMAIN

EXISTING TIMBER

THIS LOCATION TO BE

REMOVED

RELOCATE EXISTING

CANOPY POST. PART OF

ALLOWANCE #1

PROP.

LANDING

@ 99'-6.5"

SLOPE UP

1:20 MAX.

99'-10

3

8

'

EXISTING

PROPOSED

SLOPED

WALKWAY SEE

A3.1 DETAILS- SIM.

PROP.

LANDING

@

99'-10

3

8

"

TIMBER RETAINING TO

MATCH- EA SIDE

5'-0"

MIN.

TIMBER RETAINING TO

REMAIN

DWN

EXISTING SIDEWALK TO REMAIN

EXISTING SIDEWALK TO REMAIN

EX

IS

TIN

G S

ID

EW

ALK

T

O R

EM

AIN

7'-0"

EXISTING

TRENCH

DRAIN TO BE

REMOVED

PROPOSED

RAILING AT

EACH SIDE

ALLOWANCE #1

EXISTING CANOPY TO BE

TEMPORARILY REMOVED

AND REINSTALLED AFTER

PROPOSED STRUCTURE

AND SIDEWALKS ARE

COMPLETE- BY AIR VENT

EXTERIORS

1. VERIFY GRADE ELEVATIONS AND

REVIEW W/ ARCHITECT BEFORE

INSTALL.

GENERAL NOTES:

EXISTING

GRADE (TO BE

(REVISED)

PROPOSED GRADE-

97'-10 1/2"+/-

EXIST. GRADE

(TO BE REVISED)

PROPOSED

SIDEWALK

PROPOSED

SIDEWALK

PROPOSED

SIDEWALK

EXISTING

SIDEWALK TO

REMAIN

EXISTING

YARD DRAIN

TO REMAIN

A1.1

DESIGNED BY: CHF

DATE: 04.10.2019

175 Bingham

Road

Tim

othy Fierle AIA, D

irector

Buncom

be County Schools


Asheville, N

.C. 28806-3800

Phone: (828) 255-5916 Fax: (828) 255-5923

SECURE CAMPUS

PERIMETER AT

BLACK MOUNTAIN

PRIMARY SCHOOL


BLACK MOUNTAIN, NC

BID SET

PLAN VIEW- FRONT COURTYD ENTRY- BASE BID & ALTERNATE 1

1/4"=1'-0"

1

ELEVATION

1/4"=1'-0"

2

ELEVATION

1/4"=1'-0"

4

A1.15

A1.1

2

A1.13

A1.1

4

ELEVATION

1/4"=1'-0"

3

ELEVATION- SIDE ENTRY

1/4"=1'-0"

5

17'-0"

13'-8" +

/- (P

RO

PO

SE

D A

LU

M. F

EN

CE

)

8'-0"

EDGE OF

EXISTING

BUILDING

EDGE OF

EXISTING

BUILDING

EDGE OF

EXISTING BUILDING

EXISTING GRADE

PROPOSED GRADE

8'-0"

23'-9" +/- (PROPOSED ALUM. FENCE AND GATES)

13'-0"

2'-0"

2'-8"

2'-8"

2'-8"

6'-4"

2'-8"

9'-0" 2'-0"

2'-8"

2'-8"

2'-8"

7'-8"

1'-4"

2'-0"

002

001

003

SECTION

1/4"=1'-0"

6

6

A1.1

6

A1.1

EDGE OF EXISTING

BUILDING

ALUMINUM CANOPY

AIR VENT EXTERIORS

ALLOWANCE #1

8' TALL

ALUMINUM FENCE (BLACK)

EXISTING CANOPY BEYOND

RAILING- SEE 6/A1.1

OPEN

ALUMINUM CANOPY-

AIR VENT EXTERIORS

WINDOW AND DOOR BEYOND

EXISTING CANOPY

ALLOWANCE #3

LASAR CUT S.S. PANELS

BY LP CUTTING

1

1

2

" DIA.STEEL PIPE RAIL- EACH

SIDE OF CONCRETE RAMP

(2) 3'X7' STEEL DOORS

IN H.M. FRAME

EXISTING GRADE

PROPOSED GRADE

9" +

/-

V.I.F

.

EXISTING GRADE

PROPOSED GRADE

30'-0" RAMP- @

1

12

MAX. SLOPE

(2) 3'X7' STEEL DOORS

IN H.M. FRAME

10'-0" GATES

CROSS SLOPE @

1

4

" MAX.

1

1

2

" DIA. STEEL PIPE

RAILS- EA. SIDE OF

RAMP

EXISTING CLASS ROOM

BUILDING

EXISTING LIGHT

POLE TO REMAIN

PROPOSED

CONCRETE

SIDEWALK- SEE

A1.0

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

8'-8"

PROPOSED

ARCHITECTURAL

SMOOTH FACED CMU

BLOCK WALL

ALLOWANCE #2

LASAR CUT PANEL

TRANSOM

ALLOWANCE #3

ALUMINUM CANOY

ALLOWANCE #1

6'-0"

1

A3.1

7'-0"

TOP RAILS TO

ALIGN- CUT PICKET

AT BOTTOM TO

FOLLOW SLOPE

CUT PICKETS AT

BOTTOM TO

FOLLOW SLOPE

LASAR CUT S.S. PANELS

BY LP CUTTING-

ALLOWANCE # 3

ALLOWANCE #2-

8X8X16 ARCHITECTURAL

SMOOTH FACE CMU

SUPPLIED BY OLDCASTLE

CONTACT:DEAN MOORE

(GENERAL CONTRACTOR

TO INSTALL)

EDGE OF

EXISTING

BUILDING

3'-4" 6'-4" 3'-4"

PLAN KEY NOTES:

CARD ACCESS READERS BY OTHERS. SEE HARDWARE

SCHEDULE

PROVIDE POWER FOR WALL MOUNTED LIGHT FIXTURE AND EXIT

SIGNS- RUN

3

4

" CONDUIT FROM PANEL IN 1ST GRADE CLASSRM.

ABOVE CEILING THROUGH WALL, AND TO UNDERSIDE OF

CANOPY TO FIXTURES. SEE SITE PLAN ON COVER SHEET FOR

LOCATION OF EXISTING ELECTRICAL PANEL. THIS WORK WILL

OCCUR AFTER THE CANOPY IS INSTALLED.

LIGHT FIXTURE- BASIS FOR DESIGN- EATON LUMARK

CROSSTOUR LED 12 WATT OR APPROVED ALTERNATE

EXIT SIGN- BASIS FOR DESIGN- LITHONIA LIGHTING, WLTC LED.

BLACK WITH RED LETTERS OR APPROVED ALTERNATE

(2 LOCATIONS)

UP

T

O P

AN

EL

3

A3.1

1

A3.1

2

A3.1

SLO

PE

D

OW

N-

1

12

M

AX

SLO

PE

D

OW

N- 1/20 M

AX

SLOPE DOWN- 1/20 MAX

SEE HM FRAME- TYPE 2/A6.1

SEE HM FRAME- TYPE 2/A6.1

EX

IS

TIN

G C

LA

SS

R

OO

M B

UILD

IN

G

CONTROL JOINT (TYP)

SEE A1.0 FOR LOCATIONS

EXPANSION JOINT AT TOP

AND BOTTOM OF RAMP-

SEE A3.1

EXPANSION JOINT AT TOP

AND BOTTOM OF RAMP-

SEE A3.1

ALLOWANCE #1-

ALUMINUM CANOPY

SUPPLIED AND INSTALLED

BY AIR VENT EXTERIORS

7'-4"

A1.2

DESIGNED BY: CHF

DATE: 04.10.2019

175 Bingham

Road

Tim

othy Fierle AIA, D

irector

Buncom

be County Schools


Asheville, N

.C. 28806-3800

Phone: (828) 255-5916 Fax: (828) 255-5923

SECURE CAMPUS

PERIMETER AT

BLACK MOUNTAIN

PRIMARY SCHOOL


BLACK MOUNTAIN, NC

BID SET

ELEVATION

1/4"=1'-0"

4

PLAN VIEW- RIDGEWAY/ PLAYGROUND ENTRY- ALTERNATE #3

1/4"=1'-0"

1

PLAN VIEW- CHARLOTTE ST. ENTRY- ALTERNATE #2

1/4"=1'-0"

2

PLAN VIEW- LL PLAYGROUND- ALTERNATE #4

1/4"=1'-0"

3

A1.26

A1.24

A1.2

5

ELEVATION

1/4"=1'-0"

5

HATCH DENOTES AREAS TO

HAVE PANIC BAR PANEL

PROTECTOR (FRONT AND BACK

OF EACH GATE)

3"X3" ALUM. POSTS

CORNER OF

EXISTING BUILDING

CORNER OF

EXISTING

BUILDING

CORNER OF

EXISTING BUILDING

EXISTING CANOPY POST

IN FOREGROUND

EXISTING CANOPY

CORNER OF

EXISTING

BUILDING

7'-0" G

AT

ES

2'-0"

8'-0" TALL CHAIN LINK

FENCE AND GATES-

9 GAUGE (BLACK)

TIE INTO CORNER

OF BUILDING

005

004

006

007

EXISTING CANOPY

BEYOND

PROPOSED LANDING AND

ACCESSIBLE SLOPED

SIDEWALK TO

PLAYGROUND. SEE 4/A1.0

PRIVACY SLATS EA. SIDE OF

GATE AND GATES- SEE 2/A6.2

CHAIN LINK FENCE AND

FRAME

9 GAUGE WIRE W/ BLACK

COATING, 2" MESH (TYP)

ELEVATION

1/4"=1'-0"

6

8'-0"

(2) 42" GATES

HATCH DENOTES AREAS TO

HAVE PANIC HARDWARE PANEL

PROTECTOR- (FRONT AND

BACK OF BOTH GATES)

FENCE TO TIE BACK INTO

BUILDING AS SHOWN ON

THE PLAN

7'-8" +/-EQ.

7'-0" (GATES)

EQ.

17'-10" (VERIFY IN FIELD)

2'-8"

6'-0" (GATES)

8'-4" +/-

6'-0" (GATES)

7'-0" +/-


7'-0"

7'-0"


71'-3" (V

ER

IF

Y IN

F

IE

LD

)


EQ

.

EQ

.

30'-0" (V

ER

IF

Y IN

F

IE

LD

)


TIE INTO FACE OF

BUILDING

CAFETERIA

GYM

CA

FE

TE

RIA

CLA

SS

RO

OM

B

UILD

IN

G

TIE INTO FACE OF

BUILDING

TIE INTO FACE OF

BUILDING

CLASSROOM BUILDING

CLASSROOM BUILDING

PLAYGROUND

1. SEE KEY AND GENERAL NOTES ON SHEET A1.1

ELEVATION

1/4"=1'-0"

7

A1.2

7

GENERAL NOTES:

A3.1

DESIGNED BY: CHF

DATE: 04.10.2019

175 Bingham

Road

Tim

othy Fierle AIA, D

irector

Buncom

be County Schools


Asheville, N

.C. 28806-3800

Phone: (828) 255-5916 Fax: (828) 255-5923

SECURE CAMPUS

PERIMETER AT

BLACK MOUNTAIN

PRIMARY SCHOOL


BLACK MOUNTAIN, NC

BID SET

2'-0"

2'-0"

12

2

2'-0"

1'-0"

SECTION

3/4"=1'-0"

2

8X8X16 ARCHITECTURAL

SMOOTH FACE CMU

SUPPLIED BY OLDCASTLE

GROUT ALL CELLS

CONTACT:DEAN MOORE

ALLOWANCE #2

(BLOCK BELOW GRADE IS

NOT PART OF ALLOWANCE,

IT IS TO BE INCLUDED IN

BASE BID)

ALL GREY BLOCK CMU

BELOW SLAB LEVEL TO BE

PART OF BASE BID.

RAILING DETAIL

3/4"=1'-0"

5

3'-0"

2"

1'-1

1 2

"

8"

1'-1

1

2

"

RA

MP

SLO

PE

1:1

2

TURNED DOWN SLAB EDGE

AT SIDES

TYPICAL HANDRAIL CONSTRUCTION :

1

1

2

" SCHEDULE 40 STEEL PIPE RAIL AND POSTS.

GALVANIZED AFTER FABRICATION. PROVIDE

INNER SLEEVE AT ALL JOINTS. SEE DETAIL 6,7/3.1.

C

L

C

L

EQUAL SPACES @ 6'-0" MAX.

PROVIDE S 40 GALV.

STEEL INNER SLEEVE

FASTENED TO ONE SIDE

OF RAIL AT ALL

HANDRAILS JOINTS.

DETAIL

1 1/2"=1'-0"

7

12" LONG # 4 DOWEL

COAT BAR WITH BOND

BREAKING COMPOUND

OR USE SLEEVE

3/4" DEEP JOINT SEALER

1/2" COMPRESSIBLE

FILLER BOARD

CONCRETE SLAB

DOWEL CAP, END FILLED

WITH COMPRESSIBLE

MATERIAL

HANDRAIL POST

THICKENED SLAB BEYOND

POST HOLE BEYOND-

SEE DETAIL 6/A3.1

6"

MIN

.

SEALED 4000 PSI

CONCRETE SLAB W/ 4X4

W2.9/2.9 W.W.F.

#4 REBAR, 1'-4" X 1'-4"

BENT BAR @ 2'-6" O.C.

#57 STONE

CONCRETE SLAB W/ TURNED DOWN

EDGES. GRADE SOIL AS REQUIRED

TO MATCH FINISH FLOOR

ELEVATION AT DOORS

SECTION

3/4"=1'-0"

3

EXPANSION JOINT- SEE 6/3.1

#4 REBAR, TRANSVERSE

BARS AT 4'-0" O.C.

(3) #4 REBAR, LONGITUDINAL

BARS EVENLY SPACED WITH

3" CLEAR FROM ALL EARTH

SIDES.

4"

4"

9 GA. JOINT REINF. AT

1'-4" O.C. EVERY OTHER

COURSE

5

3

4

" H.M. FRAME

TYPE 2- SEE

SHEET A6.1

2'-0"

8'-8"

ALUMINUM CANOPY

AIR VENT EXTERIORS

ALLOWANCE #1

CANOPY BY AIR VENT

EXTERIORS-

(ALLOWANCE #1)

BLOCK WALL BEYOND

CROSS SLOPE 1:48 MAX

H.M. FRAME, DOOR AND

TRANSOM- SEE A6.1

CANOPY FRAME BY AIR VENT

EXTERIORS

8" 8"

1'-0"

EXPANSION JOINT-

SEE 6/43.1

SLOPE GRADE

3" CLR

3" C

LR

CROSS SLOPE 1:48 MAX

SECTION

3/4"=1'-0"

1

1'-0"

2'-0"

1'-6"

8"

8"

#4 REBAR CONT.

TOP AND BOTTOM

#4 REBAR- CONT. W/ 3"

CLEAR ALL SIDES

16 GA. GALV. H.M. DOOR- -

SEE A6.1

#5 REBAR SEE

FOUNDATION PLAN FOR

LOCATION. GROUT

REINF. CELLS SOLID

9 GA. JOINT REINF. AT

1'-4" O.C. EVERY OTHER

COURSE

#5 REBAR- SEE FOUND.

PLAN FOR LOCATION.

GROUT REINF. CELLS SOLID

#5 REBAR AT 4'-0" O.C.

BENT DOWEL

EDGE OF BLOCK

WALL BEYOND

EDGE OF BLOCK

WALL BEYOND

BLOCK WALL

BEYOND

PROVIDE EXPANSION

JOINT BETWEEN

EXISTING AND NEW

SIDEWALK- SEE 6/43.1

4"

8"

RAILING

BEYOND

3000 PSI CONCRETE

FOOTING

FOUNDATION PLAN

1/2"=1'-0"

4

2'-0" 9'-0" 2'-0"

2'-8"

2'-8"

2'-8"

6'-4"

2'-8"

3'-4" 6'-4" 3'-4"

2'-8"

2'-8"

2'-8"

2'-0"

1'-4"

EXPANSION JOINT

OUTLINE OF

FOOTING

BELOW

THICKENED

SLAB BELOW

THICKENED

SLAB BELOW

EXPANSION JOINT

EX

PA

NS

IO

N JO

IN

T

EX

PA

NS

IO

N JO

IN

T

#5 REBAR- GROUT

REINFORCE CELLS

(TYP)

#5 REBAR- GROUT

REINFORCE CELLS

(TYP)

BOND BEAM

WITH (1) #5

CONTINUOUS

CANOPY TO BE

SUPPLIED AND

INSTALLED BY AIR VENT

EXTERIORS. AIR VENT

EXTERIORS TO SUPPLY

ATTACHEMENT DETAILS

FOR CANOPY

(3) #4 REBAR, LONGITUDINAL

BARS EVENLY SPACED WITH

3" CLEAR FROM ALL EARTH

SIDES.

#4 REBAR, TRANSVERSE

BARS AT 4'-0" O.C.

3000 PSI CONCRETE

FOOTING

SLO

PE

1:12 MA

X

4" THICK, 4000 PSI, CONCRETE SLAB ON

GRADE W/ 4X4 W2.9/2.9 W.W.F. ON MIN. 4"

THICK #57 STONE ON RESIDUAL SOIL.

VERIFY ELEVATIONS AND REVIEW W/

ARCHITECT BEFORE INSTALL.

OUTLINE OF

FOOTING BELOW

DETAIL- RAIL/ SIDEWALK

1 1/2"=1'-0"

6

BORE POST HOLES 2

1

2

" DIA. MAX

INTO CONCRETE. ANCHOR POST 6"

MIN. DEEP AND GROUT FULL WITH

EPOXY GROUT, DOME GROUT FILL.

HANDRAIL POST

CONCRETE SLAB

WITH TURNED DON

EDGE EACH SIDE OF

SIDEWALK

1

2

"

4"

PROVIDE

CHAMFERED EDGE

1'-0"

8"

4"

ALL SIDEWALKS AND RAMP:

4" THICK, 3000 PSI, CONCRETE (WITH FIBER) ON MIN. 4" THICK

#57 STONE ON RESIDUAL SOIL.

TURNED DOWN SLAB AT RAMP. SEE DETAIL 6/A3.1

CONTROL JOINTS @ 10'-0" MAX. PROVIDE EXPANSION JOINTS

AT TOP AND BOTTOM OF RAMP AND AS SHOWN ON

FOUNDATION PLAN. VERIFY ELEVATIONS AND REVIEW W/

ARCHITECT BEFORE INSTALL.

A6.1

DESIGNED BY: CHF

DATE: 04.10.2019

175 Bingham

Road

Tim

othy Fierle AIA, D

irector

Buncom

be County Schools


Asheville, N

.C. 28806-3800

Phone: (828) 255-5916 Fax: (828) 255-5923

SECURE CAMPUS

PERIMETER AT

BLACK MOUNTAIN

PRIMARY SCHOOL


BLACK MOUNTAIN, NC

BID SET

HEAD DETAL

1 1/2"=1'-0"

H1

JAMB DETAL

1 1/2"=1'-0"

J1

SILL DETAL

1 1/2"=1'-0"

S1

ALUMINUM CANOPY

SUPPLIED AND INSTALLED

BY AIR VENT EXTERIORS

5

3

4

", 14 GA. GALVANIZED H.M.

FRAME WITH FLUSH SOLID BACK

DECORATIVE SS LASER CUT PANEL

SUPPLIED BY LP CUTTING, INSTALLED BY

GENERAL CONTRACTOR. INSTALL

STOP 0N THE INSIDE OF PANEL

(ALLOWANCE # 4)

16 GA. GALVANIZES

H.M. AND GLASS

DOOR- SEE DOOR

ELEVATION

STEEL AND GLASS

DOOR- SEE DOOR

ELEVATION

STEEL AND GLASS

DOOR

HEAVY DUTY STAINLESS

STEEL THRESHOLD

A B C D E

10'- O"

8'-0" (V

AR

IE

S)

NO CENTER

MULLION OR

CROSS HEADER

ADJUST LENGTH

OF PICKETS TO

FOLLOW GRADE

7'-0"

2"

1'-4"

2"

8'-8"

2"

6'-0"

2"

5

1 2

"

5

1

2

"

3'-8"

6'-0"

7'-0"

CENTER POST CENTER POST CENTER POST

TOP RAIL

HATCH DESIGNATES EXPANDED ALUM.

MESH TO BE MOUNTED TO INSIDE FACE

OF PICKETS- SEE 1/A6.1

WIDTH x HEIGHT

DOOR

NO.

DOOR

TYPE

SILL

FRAMETHK. MAT'L

FRAME

TYPE

HEAD JAMB

DETAILS

RAT.

UL

HDW REMARKS

DOOR SCHEDULE

LOCATION

1 3/4HM

1

PANIC HDWR

MOUNTED TO

PROTECTOR

PANEL

TOP RAIL

PRIVACY SLATS @

EACH SIDE OF GATE-

SEE 2/A6.1

STEEL &

* GLASS

001COVERED ENTRY

AH-1 J-1 S-1 HW-07

1 3/4

HM1

002COVERED ENTRY

AH-1 J-1 S-1 HW-01

ALUM.

(2) 5'-0" X 8'-0"003 B

- - -

SECURE GATES WITH PADLOCK

STEEL &

* GLASS

ALUMINUM

PICKETS

ALUM.

(2) 3'-0" X 7'-0004 C

- - -

ALUMINUM

PICKETS

ALUM.

005

- - -

ALUMINUM

PICKETS

ALUM.

006

- - -

ALUMINUM

PICKETS

-

-

-

-

EGRESS GATES WITH CARD ACCESS

(2) 3'-0" X 7'-0C

(2) 3'-6" X 7'-0DEGRESS GATES WITH CARD ACCESS

STEEL

007

- - -

STEEL &

CH. LINK

-

(2) 3'-6" X 8'-0E

EGRESS GATES WITH CARD ACCESS

EGRESS DOORS WITH CARD ACCESS

*GLASS TO BE

1

4

" LAMINATED

EGRESS DOORS (NO CARD ACCESS)

*GLASS TO BE

1

4

" LAMINATED

NOTES:

ALL HM FRAMES- ANSI A250 B W/ CONCEALED FASTENINGS, 14 GAUGE. FABRICATE FROM A60 GALVANNEALED- COATED STEEL

SHEET, WITH MITERED OR COPED AND CONTINUOUSLY WELDED CORNERS. PROVIDE HOT DIP GALVANNEALED COATING.

STEEL DOORS- FACTORY PRIMED, LEVEL 3 AND PHYSICAL PERFORMANCE LEVEL A EXTRA HEAVY DUTY, A60 GALVANNEALED

ZINC IRON ALLOY COATED STEEL SHEET FACES. CLOSE TOP AND BOTTOM OF DOORS AS INTEGRAL PART OF DOOR

CONSTRUCTION. THERMAL RESISTANCE RATING VALUE OF NOT LESS THAN 6.0 DEGREE F X H X SF./BTU.

ALUMINUM GATES AND CHAIN LINK GATES- SEE SHEETS A1.1 AND 1.2 FOR SPECIFICATIONS.

PAINT- DOORS AND FRAMES- FACTORY PRIMED. PAINT- 2 COATS OF ALKYD ENAMEL SHERWIN WILLIAMS PRO INDUSTRIAL

ACRYLIC OR ACCEPTABLE EQUAL. COLOR FOR DOORS- TO MATCH SCHOOL "BURGUNDY". COLOR FOR FRAMES- BLACK,

CARD ACCESS READERS BY OTHERS

GATES WITH CARD ACCESS

NO PANIC HARDWARE

HW-02

HW-03

HW-04

HW-05

HW-06

ADJACENT TO

COVER ENTRY

ADJACENT TO

SMALL PLAYGRND

AT TO SMALL

PLAYGRND

AT CAR DROP OFF/

PICK UP

TO LOWER LEVEL

PLAYGRND

(2) 3'-0" X 7'-0" W/ TRANSOM

NO CENTER MULLION

(2) 3'-0" X 7'-0" W/ TRANSOM

NO CENTER MULLION

INTERIOR EXTERIOR

5 3/4", 14 GA GALVANIZED

HM FRAME W/ FLUSH

SOLID BACK, FULL

PROFILE WELD AND

GRIND SMOOTH ALL

JOINTS

JAMB DETAL

1 1/2"=1'-0"

J2

HEAD DETAL

1 1/2"=1'-0"

H2

JAMB DETAL

1 1/2"=1'-0"

J3

SILL DETAL

1 1/2"=1'-0"

S2

DOOR AND GATE ELEVATIONS

SALE-

1

4

"=1'-0"

H.M. ELEVATIONS

SALE-

1

4

"=1'-0"

J2/A6.1

H1/6.1 H2/6.1

H1/6.1

J3/A6.1

S2/6.1

PROVIDE STOP (1)

LOCATION

DECORATIVE SS

LASER CUT PANEL

(1) LOCATION, NO

PANEL/OPEN (1)

LOCATION. SEE

ELEVATIONS.

J1/A6.1

HARDWARE GROUP NO. HW-01

FOR USE ON MARK/DOOR #(S):

002 COVERED ENTRY

to have:

Qt. Description Catalog Number Finish Mfg

6 ea HINGE 5BB1 4.5 X 4.5 NRP 630 IVE

1 ea PANIC HARDWARE 9949-EO 626 VON

1 ea PANIC HARDWARE 9949-L-03 626 VON

1 ea RIM CYLINDER 20-021 626 VON

2 ea SURFACE CLOSER 4111 HSCUSH 689 LCN

1 ea GASKETING 328AA-S AA ZER

2 ea DOOR SWEEP 8188AA AA ZER

1 ea THRESHOLD 655A MSLA 10 A ZER



003 GATES (adjacent to covered entry)

to have:


8 ea HINGE 5BB1HW 5 X 4.5 NRPBBLK IVE

1 ea PADLOCK LESS CYL-KNK KS23D2200 606 SCH

1 BALANCE OF HARDWARE BY GATE MANUFACTURER



004 GATES (to adjacent small playground)

to have:


6 ea HINGE 5BB1 4.5 X 4.5 NRP BBLK IVE

2 ea PANIC HARDWARE 99-EQ-WH 315 VON

1 ea ELEC EXIT DEVICE AD-400-993R-70-MT-TLR-P 4B 643e SCE

TRIM BATTERY OPERATED-

BY SECURITY INTEGRATOR

2ea GATE PLATE BY GATE MANUF.- TO SECURE BLK

PANIC DEVICES TO GATES

1ea GATE POST BY GATE MANUF- ATTACH STRIKE BLK

BOXES FOR PANIC LATCHING

1 ea PIM (BY OTHERS) PIM400-485- SITE SURVEY SCE

TO DETERMINE QUANTITY

REQ'D- BY SECURITY INTEGRATOR

1 BALANCE OF HARDWARE BY GATE MANUF.

GATE NORMALLY CLOSED AND LOCKED. VALID KEY OR CREDENTIAL REQUIRED

TO ENTER. UPON PRESENTATION OF VALID CREDENTIALS TO LOCK MOUNTED READER,

LOCK TO UNLOCK AND PERMIT ENTRANCE. COORD. WITH ELECTRICAL AND SECURITY.



005 GATES (to small playground)

to have:



1 ea CLASSROOM LOCK ND70PD TLR 643e SCH

1 ea ELECT. CLRM LOCK AD-400-CY-70MT-TLR-P 4B 643e SCE

BATTERY OPERATED BY

SECURITY INTEGRATOR


LOCKS TO GATES

1 ea GATE CENTER POST BY GATE MANUF. - ATTACH STRIKEBLK

BOXES FOR LOCK LATCHING

1 ea PIM (BY OTHERS) PIM400-485 AS REQ'D. SITE SCE

SURVEY TO DETERMINE

QUANTIY REQ'D- BY SECURITY

INTEGRATOR


GATE NORMALLY CLOSED AND LOCKED. VALID KEY OR CREDENTIAL REQUIRED

TO ENTER. UPON PRESENTATION OF VALID CREDENTIALS TO LOCK MOUNTED READER, LOCK TO

UNLOCK AND PERMIT ENTRANCE. FREE EGRESS AT ALL TIMES. COORD. WITH ELECTRICAL AND SECURITY.



006 GATES (to car drop off)

to have:



2 ea PANIC HARDWARE 99-EO-WH 315 VON

1 ea ELECT. EXIT DEVICE AD-400-993R-70-MT-TLR-P 48 643e SCE

BATTERY OPERATED BY

SECURITY INTEGRATOR






SURVEY TO DETERMINE

QUANTITY REQ'D BY SECURITY

INTEGRATOR


UPON PRESENTATION OF VALID CREDENTIALS TO LOCK MOUNTED READER,

LOCK TO UNLOCK AND PERMIT ENTRANCE. FREE EGRESS AT ALL TIMES.



007 GATES (to lower level playground)

to have:


8 ea HINGE 5BB1 HW 5 X 4.5 NRP BBLK IVE

2 ea PANIC HARDWARE 99-EO-WH 315 VON

1 ea ELECT. EXIT DEVICE AD-400-993R-70-MT-TLR-P 48 643e SCE

TRIM BATTERY OPERATED BY

SECURITY INTEGRATOR






SURVEY TO DETERMINE

QUANTITY REQ'D- BY SECURITY

INTEGRATOR


GATE NORMALLY CLOSED AND LOCKED. VALID KEY OR CREDENTIAL TO LOCK MOUNTED

READER, LOCK TO UNLOCK AND PERMIT ENTRANCE FROM LOWER LEVEL PLAYGROUND.

FREE EGRESS AT ALL TIMES. COORDINATE WITH ELECTRICAL AND SECURITY



001 COVERED ENTRY

to have:


6 ea HINGE 5BB1 4.5 X 4.5 NRP 630 IVE

1 ea PANIC HARDWARE 9949-EO 626 VON

1 ea ELEC EXIT DEVICE AD-400-993R-70-MT-TLR-P 643e SCE

TRIM BATTERY OPERATED-

BY SECURITY INTEGRATOR

1 ea RIM CYLINDER 20-021 626 VON

2 ea SURFACE CLOSER 4111 HSCUSH 689 LCN

1 ea GASKETING 328AA-S AA ZER

2 ea DOOR SWEEP 8188AA AA ZER

1 ea THRESHOLD 655A MSLA 10 A ZER


SURVEY TO DETERMINE

QUANTITY BY SECURITY

INTEGRATOR


DOORS NORMALLY CLOSED AND LOCKED. UPON PRESENTATION OF VALID

CREDENTIAL TO LOCK MOUNTED READER, LOCK TO UNLOCK AND PERMIT

ENTRANCE INTO COVERED ENTRY. FREE EGRESS AT ALL TIMES.

TYPE 1 TYPE 2

ALUM. FENCE DETAIL

1/2"=1'-0"

1

1" X 1" X .062 PICKET

W/ 1

1

2

" SPACE

1

5

8

" X 1

5

8

" RAILS

3" X 3" POSTS

HATCH DESIGNATES

EXPANDED ALUM.

MESH AT GATES AND

18" EA. SIDE OF GATE

CENTER POST

AND TOP RAIL

FOR GATE

INDUSTRIAL ALUMINUM FENCE

FINISH: AAMA 2604-5 PREMIUM POWDER.

MAIN BODY OF FENCE AND GATES- MATT BLACK.

DECORATIVE RINGS TO BE BURGUNDY TO MATCH SCHOOL COLOR.

MATERIALS: EXTRUDED ALUMINUM W/ MIN. ULTIMATE STRENGTH OF 35,000 PSI.

FASTENERS TO BE S.S. CORROSION RESISTANT W/ HEADS PAINTED TO MATCH

FINISH FENCE.

EXPANDED ALUMINUM MESH TO BE WELDED ONTO THE GATE BEFORE IT IS

PAINTED. SEE ELEVATIONS FOR LOCATIONS.

PANIC HARDWARE PANEL PROTECTOR- (DOUBLE SIDED)- 24" HIGH, 16 GA.

STEEL, GALV. AND POWDER COATED- BLACK. DAC INDUSTRIES OR EQUAL.

WARRANTY: LIFE WARRANTY AGAINST DEFECTS IN WORKMANSHIP AND/ OR

MATERIALS. POWDER COAT FINISH GUARANTEED FOR LIFE AGAINST CRACKING,

PEELING AND CHIPPING.

4" DIA. DECORATIVE

RINGS- PAINT TO MATCH

SCHOOL COLOR

(BURGUNDY)

1) KNUCKLED ON BOTH SELVAGES OF MESH FABRIC.

2) 2" 9 GA MESH FABRIC W/ BLACK COATING. INSTALLED 1/2" BETWEEN FINISH

GRADE AND BOTTOM SELVAGE AND INSTALLED TO THE OUTSIDE OF POSTS.

3) LINE AND INTERMEDIATE POSTS TO BE 2.375" OD SCHEDULE 40 GALV STEEL

(BLACK) CONFORMING TO ASTM F1083 W/ NO LESS THAN 1.8 OZ OF ZINC PER

FT. 10'-0" SPACING MAX.

4) END, CORNER AND PULL POSTS @ GATES: 3.5" OD SCHEDULE 40 GALV

STEEL AS ABOVE.

5) SWING GATE POSTS: 4" DIAM SCH 40 WEIGHING AT LEAST 8.65#/FT AND AS

ABOVE.

6) GALV STEEL OR MILL FINISH ALUMINUM CAPS TO BE PROVIDED. PROVIDE

LINE POST CAPS WITH LOOP TO RECEIVE TOP RAIL. BLACK

7) TOP RAIL : 1.66" OD SCHEDULE 40 IN LONGEST LENGTHS (17'-21'). PROVIDE

EXPANSION TYPE COUPLING WHERE NECESSARY W/ 6" FOR JOINING AND

POSITIVE RAIL END SECUREMENT. BLACK

8) BOTTOM TENSION WIRE: 0.177" MARCELLED TENSION WIRE CONFORMING

TO ASTM A824 WITH FINISH TO MATCH FABRIC. INSTALL WITH 6" OF GRADE

AND PULL TAUT W/OUT SAGS. TIE TO EA POST W/ SAME WIRE.

9) CONCRETE: 3000PSI MIN CONCRETE W/ MAX 3" SLUMP. IF PACKAGED MIX IS

USED, SHALL CONFORM TO ASTM C387 AND MAX 2-1/2" SLUMP.

10) GATES: FABRICATE FROM SAME FABRIC AS FENCING & 1.9" OD GALV STEEL

SCH. 40 PIPE OR 2" SQUARE TUBING WEIGHING 2.52#/FT. JOIN BY WELDING.

PROVIDE DIAG. CROSS BRACING CONSISTING OF 5/16" DIAM ADJUST.

LENGTH TRUSS RODS TO PREVENT SAGGING OR WARPING.

11) GATE HINGES: SEE HARDWARE SCHEDULE

12) GATE LATCH: SEE HARDWARE SCHEDULE

13) PRIVACY SLATS- FACTORY INSTALLED, 9 GAUGE , VINYL COATED- BLACK TO

MATCH CHAIN LINK. PRIVACY LINK- NOODLE LINK OR EQUAL.

SET POSTS MAX 10' APART MIN 36" BELOW GRADE AND EXTEND CONCRETE

FOOTINGS 2" ABOVE GRADE AND TROWEL TO CROWN AND SHED WATER. PLUMB

WHEN DIAGONAL BRACES ARE IN PLACE.

TOP RAILS SHALL RUN CONTINUOUSLY OVER POSTS AND BE FIT WITH

EXPANSION COUPLING SPACED AS RECOMMENDED BY MFG.

INSTALL BRACES AT ENDS AND GATE POSTS AND AT BOTH SIDES OF CORNER

AND PULL POSTS. LOCATE HORIZONTAL BRACES AT MID HT.

ALL HOG WIRE , NUTS, BOLTS FASTENERS, BANDS, CLAMPS AND ACCESSORIES

SHALL BE HOT DIPPED GALVANIZED, AND INTENDED FOR THE CHAIN LINK

FENCING SYSTEM BY THE FENCE SYSTEM MFG.

PEEN ENDS OF BOLTS OR SCORE THREADS FOR ADDED SECURITY AT GATES.

ADJUST AND LUBRICATE GATES AFTER SEASONAL USE TO ENSURE PROPER

OPERATION.

CHAIN LINK FENCE SPECIFICATION

NO GAPS ALLOWED

BETWEEN CENTER

POST AND GATE

FRAME

4"

4"

7'-0"/8'-0" S

EE

E

LE

VA

TIO

NS

)

5 3/4" 14 GA

GALVANIZED

HM FRAME

8"x8"x16" ARCH.

BLOCK

8"x8"x16" ARCH.

BLOCK

5 3/4" 14 GA

GALVANIZED

HM FRAME

LASER CUT

PANEL SUPPLIED

BY LP CUTTING,

INSTALLED BY GC

FACE OF ARCH.

BLOCK

5 3/4" 14 GA

GALVANIZED

HM FRAME

CANOPY FRAME

5 3/4" 14 GA

GALVANIZED

HM FRAME

8"x8"x16" ARCH.

BLOCK

FACE OF ARCH.

BLOCK

"T" ANCHOR

(TYP)

INTERIOR EXTERIOR

INTERIOR EXTERIOR

CHAIN LINK. FENCE DETAIL

1/2"=1'-0"

2

1'-4"+/-

EQ.

1'-4"+/-

EQ.

CENTER POST

42" X 96" GATE. SEE

HARDWARE SPECIFICATIONS

FOR ALL GATE HARDWARE

PRIVACY

SLATS (TYP)

PANIC HARDWARE

PROTECTOR PANEL

EA. GATE, BOTH

SIDES. FINISH TO

MATCH FENCE.

PANIC HARDWARE

PROTECTOR PANEL

EA. GATE, BOTH

SIDES. FINISH TO

MATCH FENCE.

HARDWARE SCHEDULE

PANIC HARDWARE

PROTECTOR PANEL

CHARLOTTE STREET RIDGEWAY STREET DESIGN AND …

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