7-JF26-017-IFB Perimeter Security Upgrade Drawings.pdf
PDF 5 MB Posted
- Solicitation number
- JF26-017-IFB
- Issued by
- Salt Lake County, Salt Lake City, Utah
About this file
This is a set of architectural drawings and specifications for a perimeter security upgrade project issued by Granite School District (GSD) in Utah. The project encompasses chain link and decorative metal fencing and gate installations at seven elementary schools: Cottonwood Elementary (Holladay), Fox Hills Elementary (Taylorsville), Fremont Elementary (Taylorsville), Hillsdale Elementary (West Valley City), Hillside Elementary (West Valley City), Hunter Elementary (Salt Lake City), and Woodstock Elementary (Murray). The drawings detail site plans, fence elevations, gate configurations, and installation details across multiple sheets for each school location. The Invitation for Bids (IFB) requires attendance at a pre-bid meeting and is anticipated to result in a single award to the lowest cost responsive and responsible vendor. Award recommendation will be presented at the March 31, 2026 board meeting, with final award issued following board approval. The project qualifies for either General Contractor (B100) or Fencing/Landscape and Recreation Contractor (S330) classifications.
The drawings specify galvanized chain link fencing in heights ranging from 6 feet to 10 feet, with various gate types (swing gates, rolling gates, and cantilever gates) in widths from 48 inches to 240 inches and heights of 72 inches. Installation requirements include concrete footings, mow strips, security features such as card readers and delayed egress panic hardware on select gates, and compliance with all applicable codes and jurisdictional requirements. Contractors are responsible for verifying existing site conditions, providing all labor and equipment for complete installation, managing temporary enclosures and barricades to protect occupied adjacent spaces, and maintaining daily debris removal and weather-tight construction conditions. All construction documents, including drawings and specifications, are complementary components of the contract, and contractors must obtain architect approval for any deviations from the construction documents.
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Text version
7. AREAS OUTSIDE THE CONSTRUCTION LINE LIMIT SHALL BE
CONSIDERED EXISTING TO REMAIN UNLESS OTHERWISE
NOTED.
8. DO NOT SCALE DRAWINGS. IF DIMENSIONAL INFORMATION IS
REQUIRED AND NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY
FOR CLARIFICATION BEFORE PROCEEDING WITH
CONSTRUCTION.
9. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRID
LINES, TO CENTERLINE OF NEW STUD WALLS, OR TO FACE OF
EXISTING WALL, UNLESS NOTED OTHERWISE.
10. UNLESS NOTED OTHERWISE, CLEAR DIMENSIONS INDICATE
DIMENSION BETWEEN FINISHES.
11. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY
DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS,
INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS,
DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE
MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE
APPROVAL OF THE ARCHITECT/DISTRICT.
12. INSTALL ELECTRICAL DEVICES INDICATED FOR POWER, DATA,
AND OTHER SYSTEMS INDICATED. VERIFY LOCATIONS AND
REQUIREMENTS IN FIELD.
13. ALL WORK SHALL BE PERFORMED IN A FIRST-CLASS,
WORKMAN-LIKE MANNER.
GENERAL NOTES
1. THE INFORMATION IN THESE DRAWINGS IS INTENDED TO
INDICATE THE GENERAL SCOPE OF WORK ONLY AND IS NOT
INTENDED TO BE ALL INCLUSIVE OF THE WORK OR MATERIALS
REQUIRED. CONTRACTOR IS RESPONSIBLE FOR VERIFYING
EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION
ACTIVITIES AND TO FURNISH ALL MATERIAL, LABOR, AND
EQUIPMENT FOR COMPLETE INSTALLATION, WHETHER OR NOT
SPECIFICALLY INDICATED.
2. DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY
COMPONENTS OF THE CONTRACT DOCUMENTS. REVIEW ALL
DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE
OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR
CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS, OR
OMISSIONS ARE DISCOVERED, AND OF ANY FIELD CONDITIONS
THAT DEVIATE FROM THE DOCUMENTS.
3. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY
COMPLY WITH ALL APPLICABLE CODES, COVENANTS,
RESTRICTIONS, AND OTHER REQUIREMENTS OF THE
AUTHORITY HAVING JURISDICTION OVER THE PROJECT.
4. ADJACENT SPACE(S) WILL BE OCCUPIED FOR THE DURATION OF
THE PROJECT. CONTRACTOR SHALL PROVIDE ANY AND ALL
TEMPORARY ENCLOSURES AND CONSTRUCTION BARRICADES
TO PROTECT OCCUPANTS AND TO CONTROL DUST AND
CONSTRUCTION DEBRIS AS PART OF THIS CONTRACT.
CONTRACTOR SHALL REMOVE ALL TEMPORARY CONTROL
MEASURES AT END OF CONSTRUCTION. CONTRACTOR SHALL
REPAIR ANY DAMAGE CAUSED BY INSTALLATION OF
TEMPORARY ENCLOSURES TO RESTORE TO LIKE NEW
CONDTION. ALL MATERIAL, LABOR, AND EQUIPMENT REQUIRED
TO INSTALL AND REMOVE TEMPORARY ENCLOSURES AND
CONSTRUCTION BARRICADES SHALL BE INCLUDED IN THE
CONTRACTOR'S BID.
5. REMOVE CONSTRUCTION DEBRIS AND WASTE FROM
DEMOLITION AND CONSTRUCTION ACTIVITY DAILY. DISPOSE OF
ALL DEBRIS AND WASTE IN A SAFE AND LEGAL MANNER OFF-
SITE. CONSTRUCTION SITE SHALL BE LEFT IN A BROOM-SWEPT
CONDITION, DAILY. CONTRACTOR SHALL PROVIDE
DUMPSTER(S) FOR CONSTRUCTION DEBRIS AND SHALL
COORDINATE LOCATION WITH THE DISTRICT.
6. CONSTRUCTION AREA SHALL BE MAINTAINED IN A WEATHER-
TIGHT CONDITION.
PERIMETER SECURITY UPGRADE
COTTONWOOD, FOX HILLS, FREMONT, HILLSDALE, HILLSIDE, HUNTER,
AND WOODSTOCK ELEMENTARY SCHOOLS
RELEASED FOR BID
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G001 026-2026-01
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GENERAL
G001 COVERSHEET
COTTONWOOD ELEMENTARY SCHOOL
AS100 SITE PLAN, PARTIAL PLANS, AND DETAILS
AS101 PARTIAL PLANS AND DETAILS
FOX HILLS ELEMENTARY SCHOOL
AS100 SITE PLAN AND DETAILS
FREMONT ELEMENTARY SCHOOL
AS100 SITE PLAN AND DETAILS
AS101 ENLARGED PLANS AND DETAILS
HILLSDALE ELEMENTARY SCHOOL
AS100 SITE PLAN AND DETAILS
HILLSIDE ELEMENTARY SCHOOL
AS100 SITE PLAN AND DETAILS
HUNTER ELEMENTARY SCHOOL
AS100 SITE PLAN AND DETAILS
WOODSTOCK ELEMENTARY SCHOOL
AS100 SITE PLAN AND DETAILS
ALL LOCATIONS
AS201 FENCE DETAILS
AS100
AS100
AS100
AS100
AS100
AS101
AS101
AS101
V.I.F.
30'-0"
2'-0"
NEW 60"W. X 72"H. GALVANIZED
CHAIN LINK SWINGING GATE
TYPE #4; SEE SPECIFICATIONS
NEW 144"W. X 72"H. GALVANIZED
CHAIN LINK SWINGING GATE
TYPE #1; SEE SPECIFICATIONS
AS201
REMOVE EXISTING GATE AND POSTS;
PATCH/REPAIR PAVEMENT
DEMOLISH PORTION OF
EXISTING FENCE TO NEW
FENCE; SET NEW POST(S)
AS REQUIRED
DEMOLISH PORTION
OF EXISTING CURB
FOR NEW RAMP
DN
AS101
A
AS100
EX1
EXISTING FENCE LINE
EXISTING FENCE LINE
CLOSE EXISTING OPENING
WITH NEW FENCE; MATCH
EXISTING FENCE HEIGHT.
DEMOLISH EXISTING STAIRS;
PATCH/REPAIR PAVEMENT
AS100
EX2(V.I.F.)
7'-2" V.I.F.
6'-0"
EXISTING FENCE LINE
CLOSE EXISTING OPENING
WITH NEW FENCE; MATCH
EXISTING FENCE HEIGHT.
AS100
EX3
(V.I.F.)
5'-0"
REMOVE EXISTING GATE;
INSTALL NEW CHAIN LINK
FENCE TO MATCH HEIGHT
AND STYLE IN OPENING
EXISTING FENCE LINE
AS100
EX4
AS201
6' -0
NEW 48"W. X 84"H.
GATE TYPE #2;
SEE SPECIFICATIONS
NEW FENCE LINE
BUILD NEW CONCRETE LANDING AND
STAIRS TO REPLACE EXISTING STEPS
MAX. 2% CROSS SLOPE
14'-0" 15'-0"
NEW CONDITION
EXISTING GRADE LINE;
ADJUST GRADE AS REQUIRED
4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE
NEW CONCRETE STAIRS;
(6) EQ. RISERS / (5) TREADS;
4" MIN. / 7" MAX. RISER
1'-0"1'-0" 5'-0"
FOUNDATION WALL
1-1/2" O.D. GALVANIZED STEEL
HANDRAIL, AND POSTS
1'-0" 5'-0" 1'-0"
8" FOUNDATION WALL
8"
4' -8
8"
TYP.
1'-0"
4"
3' -0
(V .I.
F
2' -6
6'-7"
DEMO EXISTING STAIRS
DEMO EXISTING GATE
DEMOLISH EXISTING
STAIRS
REMOVE GATE; INSTALL NEW CHAIN
LINK FENCE TO MATCH EXISTING
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222-2024-F
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1" = 60'-0"A
ARCHITECTURAL SITE PLAN
1" = 10'-0"1
SITE #1
1" = 10'-0"2
SITE #2
1" = 10'-0"3
SITE #3
1" = 10'-0"4
SITE #4
1/4" = 1'-0"5
SITE #5
1" = 60'-0"EX2
EXISTING SITE #2
1" = 60'-0"EX3
EXISTING SITE #3
1" = 60'-0"EX1
EXISTING SITE #1
1" = 60'-0"EX5
EXISTING SITE #5
1" = 60'-0"EX4
EXISTING SITE #4
NEW GATE TYPE #2
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NEW 12' OPENING WITH
240"W. X 72"H. GALVANIZED
CHAIN LINK ROLLING GATE
TYPE #2; SEE
SPECIFICATIONS
AS201
20'-9" (V.I.F.)
NEW 7'-8"H. (+/-) GALVANIZED
CHAIN LINK FENCE TO TO MATCH
EXISTING FENCE HEIGHT AT ROAD.
LINE POSTS: 2.375" O.D.
TERMINAL POSTS: 2.875" O.D.
GATE SUPPORT POSTS: 4.000" O.D.
CONCRETE PAD W/ROLLING
GATE OPERATOR
22'-0" (V.I.F.)
CONNECT NEW FENCE TO EXISTING
FENCE; VERIFY DISTANCE ON SITE.
NEW IN-GROUND LOOP
CARD READER ON POST WITH
3'-0"H. X 4" DIA. CONCRETE FILLED
BOLLARDS EACH SIDE; EMBED
BOLLARD 3'-0" MIN. IN 18" DIA.
CONCRETE FOUNDATION.
AS101
EX7
NEW 6'-0"H. GALVANIZED
CHAIN LINK FENCE;
SEE SPECIFICATIONS
EXISTING 6'-0"H.
CHAIN LINK FENCE
TO REMAIN.
EXISTING
TERMINAL POST
DEMOLISH EXISTING CHAIN LINK
FENCE; CUT POSTS FLUSH WITH
GRADE AND FILL WITH CONCRETE.
43'-0" (V .I.F
48'-0" (V.I.F.)
CARD READER
ATTACHED TO POST
12'-0"
(V.I.F.)
2'-7"
(M
IN
'-0
'-0
NEW IN-GROUND LOOP
8'-8"
AS201
AS101
D3
INSTALL NEW GALVANIZED CHAIN LINK
FENCE IN OPENING TO MATCH EXISTING
DEMOLISH EXISTING BICYCLE
PROTECTION FENCE AND REMOVE
POSTS; REPAIR LANDSCAPING
B
AS101
'-0
3'- 9"
(V .I.F
5'-6"
1" / 1
2"
2% X
P
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C H
1'- 3" 4"
NEW CONCRETE RAMP AND
LANDINGS WITH GALVANIZED
STEEL HAND RAILS
SPOT ELEVATIONS SHOWN ARE EXISTING ELEVATIONS AND ARE
APPROXIMATE. FINAL GRADES SHALL MATCH EXISTING EXCEPT
WHERE NEW ELEVATIONS ARE INDICATED. BENCHMARK FOR ALL
ELEVATIONS IS THE FINISH FLOOR ELEVATION IN THE SCHOOL AS
SHOWN ON DRAWING.
100'-0"
101'-2"
1' -5
2' -1
0"
14'-0" (SLOPE - 1" IN 12" MAX.)
1-1/2" O.D. GALVANIZED STEEL
HANDRAIL, AND POSTS
INSTALL POSTS IN CORE DRILL IN SLAB
AND NON-SHRINK GROUT - TYP.
POSTS SHALL BE INSTALLED PLUMB
4" CONCRETE RAMP
AND LANDING
8"
1'-0"
4" CONCRETE LANDING
CONNECT TO EXISTING
SIDEWALK
AS101
D1
AS101
D2
1'-3" (4) EQUAL SPACES 1'-3"
8"
3"
1' -0
4"
4"
6" COMPACTED GRAVEL BASE
AT BOTTOM OF TRENCH
4" CONC. SLAB
(MEDIUM BROOM FINISH)
WITH #4 BAR AT 12" O.C. EA.
WAY OVER 6" COMPACTED
GRAVEL BASE
1/2" COMPRESSIBLE
FILLER AND SEALANT
4" CONC. SLAB
(MEDIUM BROOM FINISH)
WITH #4 BAR AT 12" O.C. EA. WAY
OVER 6" COMPACTED GRAVEL BASE
TOP OF SLAB
ELEV.: 100'-0"
TOP OF RAMP
ELEV.: 101'-2"
8"
1'-0"
#4 x 12" DOWEL @ 12" O.C.
EMBED INTO EXISTING
CONCRETE 6"
1/2" COMPRESSIBLE
FILLER AND SEALANT
'-0
V.I.F
15'-0" (V.I.F.)
NEW 48"W. X 72"H. GALVANIZED
CHAIN LINK SWINGING GATE
TYPE #1; SEE SPECIFICATIONS
NEW 7'-8"H. (+/-) GALVANIZED
CHAIN LINK FENCE
AS201
AS101
EX6
10'-0"H. GALVANIZED CHAIN LINK
FENCE WITH 9 GA., 1" MESH FABRIC
4"MAX.
EXISTING
TERMINAL POST
2.875" O.D.
SAFETY POST
4" DIA GATE
SUPPORT POST
EXISTING CURB
CANTILEVER GATE
2.375" O.D. LINE POST
2.875" O.D. SAFETY POST
8'-0" H. FENCE
98'-3" 100'-0"
1'-6"SAWCUT CURB. FLASH
WITH PAVEMENT
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AS101
222-2024-F
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1" = 10'-0"7
SITE #7
1" = 10'-0"8
SITE #8
1" = 60'-0"EX7
EXISTING SITE #7
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1/4" = 1'-0"A
RAMP PLAN
3/8" = 1'-0"B
SECTION - RAMP/HANDRAIL
3/4" = 1'-0"D2
RAMP DETAIL - BOTTOM CONNECTION
3/4" = 1'-0"D1
RAMP DETAIL - TOP CONNECTION
1" = 60'-0"EX6
EXISTING SITE #6
1" = 10'-0"6
SITE #6
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3/4" = 1'-0"D3
SLIDING GATE DETAIL
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14'-0"
NEW 72"Wx72"H
GALVANIZED CHAIN LINK
SWINGING GATE TYPE #4
SEE SPECIFICATIONS
NEW 6'-0" H. GALVANIZED
CHAIN LINK FENCE
EXISTING FENCE
EXISTING FENCE
AS100
EX1
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253-2024-F
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1" = 60'-0"A
ARCHITECTURAL SITE PLAN
1/8" = 1'-0"1
SITE #1
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1" = 60'-0"EX1
EXISTING SITE #1
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AS101
AS101
AS101
AS100
AS100
AS100
AS100
V .I.
F
6' -0
NEW FENCE TO MATCH
EXISTING HEIGHT & STYLE
72"W. x 72"H. SWING GATE TYPE #4
SEE SPECIFICATIONS
72"W. x 72"H. SWING GATE TYPE #1
SEE SPECIFICATIONS
7' -0
AS201
7'-0"
6'-0"H. GALVANIZED CHAIN LINK FENCE
SEE SPECIFICATIONS
DEMO & REPLACE
EXISTING GATE
DEMO & REPLACE
EXISTING FENCE
REMOVE EXISTING GATE
V.I.F.
13'-0"
V.I.F
15'-0"
60"W. x 72"H. SWING GATE TYPE #4
SEE SPECIFICATIONS
EXISTING FENCE TO REMAIN
NEW FENCE TO MATCH
EXISTING HEIGHT AND STYLE
AS201
10'-0"H. GALVANIZED CHAIN LINK
FENCE WITH 9 GA., 1" MESH FABRIC
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AS100
254-2024-F
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1" = 60'-0"A
ARCHITECTURAL SITE PLAN
1" = 10'-0"4
SITE #4
1" = 10'-0"3
SITE #3
1" = 10'-0"2
SITE #2
1" = 60'-0"EX2
EXISTING SITE #2
1" = 60'-0"EX3
EXISTING SITE #3
1" = 60'-0"EX4
EXISTING SITE #4
1" = 10'-0"1
SITE #1
1" = 60'-0"EX1
EXISTING SITE #1
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4' -0
REMOVE EXISTING GATE
& FILL EXISTING OPENING
W/ NEW FENCE TO MATCH
EXISTING HEIGHT & STYLE
AS201
60"W. x 72"H. SWING GATE TYPE #1
SEE SPECIFICATIONS
V.I.F.
22'-0"
5'-0"
V.I.F.
10'-0"
10'-0"H. GALVANIZED CHAIN LINK
FENCE WITH 9 GA., 1" MESH FABRIC
V .I.
F
9' -0
REMOVE EXISTING GATE
& FILL EXISTING OPENING
W/ NEW FENCE TO MATCH
EXISTING HEIGHT & STYLE
AS201
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1" = 10'-0"6
SITE #6
1" = 10'-0"7
SITE #7
1" = 60'-0"EX5
EXISTING SITE #5
1" = 10'-0"5
SITE #5
1" = 60'-0"EX6
EXISTING SITE #6
1" = 60'-0"EX7
EXISTING SITE #7
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AS100
AS201
V .I.
F
9' -0
V .I.
F
'-0
144"W, x 72"H, GALVANIZED CHAIN
LINK SWINGING GATE TYPE #1
SEE SPECIFICATIONS
AS201
60"W.x 72"H. GALVANIZED CHAIN
LINK SWINGING GATE TYPE #4
SEE SPECIFICATIONS
NEW SIDEWALK
EXISTING FENCE
TO REMAIN
EXISTING FENCE
TO REMAIN
2' -0
'-0
'-0
5'
-0
NEW 6'-0" H. GALVANIZED
CHAIN LINK FENCE
V.I.F.
46'-0"
AS100EX1
60"W. x 72"H. GALVANIZED CHAIN
LINK SWINGING GATE TYPE #1
SEE SPECIFICATIONS
EXISTING FENCE
TO REMAIN
V.I.F.
12'-0"
AS100
EX2
AS100EX3
EXISTING FENCE
TO REMAIN
48"W. x 72"H. GALVANIZED CHAIN
LINK SWINGING GATE TYPE #1
SEE SPECIFICATIONS
EXISTING FENCE TO
BE DEMOLISHED
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AS100
274-2024-F
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1" = 60'-0"A
ARCHITECTURAL SITE PLAN
1" = 10'-0"1
SITE #1
1" = 10'-0"2
SITE #2
1" = 60'-0"EX2
EXISTING SITE #2
1" = 60'-0"EX1
EXISTING SITE #1
S
IT
E P
LA
N
A N
D D
E T
A
IL
S A
F
E B
G V
B A
H R
R E
L E
A S
E D
F O
R R
E V
IE
W
1" = 60'-0"EX3
EXISTING SITE #3
1/8" = 1'-0"3
SITE #3
B M
A R
G V
B A
H R
R E
L E
A S
E D
F O
R
AS100
V.I.F.
28'-0"
V .I.
F
'-0
60"W. X 72"H.
GALVANIZED CHAIN LINK
SWINGING GATE TYPE #1;
SEE SPECIFICATIONS
NEW 6'-0" HIGH GALVANIZED
CHAIN LINK FENCE AND CONCRETE
MOW STRIP; PER SPECIFICATIONS
EXISTING FENCE TO REMAIN
AS201
AS201
TIE IN AT CLOSEST EXISTING FENCE POST
V.I.F.
39'-0"
NEW 6'-0" HIGH DECORATIVE
FENCE WITH 48"W. X 72"H.
DECORATIVE FENCE
SWINGING GATE TYPE #3;
SEE SPECIFICATIONS
RE: DETAIL D4
NEW DECORATIVE FENCE
AROUND PLAYGROUND AREA
FROM TOP OF EXISTING WALL
TO 6'-0" ABOVE PLAYGROUND
SURFACE.
AS100
AS100
AS100
V.I.F .25
'-0
V.I.F .63
'-0
NOTE:
EACH GATE TO BE PROVIDED WITH DELAYED
EGRESS (30 SECONDS) PANIC HARDWARE, CARD
READER AND TIED INTO SECURITY AND FIRE ALARM
SYSTEM. PROVIDE GUARDS ON EACH GATE TO
PREVENT UNAUTHORIZED ACCESS FROM EXTERIOR
V .I.
F
'-0
AS100
EX2
'-6
'-6
REMOVE EXISTING CHAIN-LINK
FENCE AND INSTALL NEW 6'-0"
HIGH DECORATIVE FENCE.
NEW DECORATIVE FENCE
AROUND PLAYGROUND AREA
FROM TOP OF EXISTING WALL
TO 6'-0" ABOVE PLAYGROUND
SURFACE.
SECURITY MASH ON THE FENCE AND GATE ON THE PUSH SIDE.
VERIFY SIZE OF PANEL(S) TO MATCH FENCING CONFIGURATION. MESH
FINISH TO MATCH FENCE. INSTALL MESH ON GATE AND STRIKE SIDE OF
FENCE ONLY. EXTEND MESH ON FENCE TO NEAREST BALUSTER, MIN. 18"
WIDTH.
METAL FENCE POST UP TO
6'-0" HIGHT.
RE: FENCE SPECIFICATIONS.
4"X18" CORE, FILLED WITH
CEMENT. VERIFY WALL
HEIGHT ON SITE.
R E
V
D E
S C
R
IP
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P P
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IM
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S E
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S
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T H
W
E S
T W
E S
T V
A L L E
Y C
IT
Y
U
T
AS100
276-2024-S
H
IL
L S
ID
E
E L
E M
E N
T A
R Y
S C
H O
O L
S
IT
E P
LA
N
A N
D D
E T
A
IL
S
1" = 60'-0"A
ARCHITECTURAL SITE PLAN
1" = 10'-0"1
SITE #1
A F
E B
G V
B A
H R
R E
L E
A S
E D
F O
R R
E V
IE
W
1" = 60'-0"EX2
EXISTING SITE #2
1" = 10'-0"2
SITE #2
3/16" = 1'-0"4
SECURITY GATE SYSTEM
1 1/2" = 1'-0"3
FENCE ATTACHMENT DETAIL B
M
A R
G V
B A
H R
R E
L E
A S
E D
F O
R
NEW 144"W. x 72"'H. GALVANIZED
CHAIN LINK SLIDING GATE TYPE #1
SEE SPECIFICATIONS
NEW 60"W. x 72"H. GALVANIZED
CHAIN LINK SWINGING GATE TYPE #4
SEE SPECIFICATIONS
NEW 6'-0"H. GALVANIZED CHAIN LINK FENCE
SEE SPECIFICATIONS
V .I.
F
'-0
V .I.
F
'-0
V .I.
F
'-0
AS201
NEW 6'-0"H. GALVANIZED CHAIN LINK FENCE
SEE SPECIFICATIONS
REMOVE EXISTING GATE
AND BOLLARDS - TYP.
PATCH CONCRETE
R E
V
D E
S C
R
IP
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Y D
A T
E A
P P
P E
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IM
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S E
C U
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IT
Y U
P G
R A
D E
S
O U
T H
W
E S
T S
A L T
L A
K E
C
IT
Y U
T
AS100
279-2024-F
H U
N T
E R
E L E
M E
N T
A R
Y S
C H
O O
L
S
IT
E P
LA
N
A N
D D
E T
A
IL
S
1" = 40'-0"A
ARCHITECTURAL SITE PLAN
1" = 10'-0"1
SITE #1
1" = 10'-0"D1
DEMOLITION PLAN
A F
E B
G V
B A
H R
R E
L E
A S
E D
F O
R R
E V
IE
W
1 1/2" = 1'-0"EX1
EXISTING SITE #1
1 1/2" = 1'-0"EX2
EXISTING SITE #1
B M
A R
G V
B A
H R
R E
L E
A S
E D
F O
R
V .I.
F
'-0
NEW 60"W. x 72"'H. SWING GATE TYPE #1
SEE SPECIFICATIONS
NEW 144"W. x 72"'H. SWING GATE TYPE #1
SEE SPECIFICATIONS
AS201
MOW STRIP
6'-0"
'-0
NEW 60"W. x 72"'H. SWING GATE TYPE #1
SEE SPECIFICATIONS
NEW 144"W. x 72"'H. SWING GATE TYPE #1
SEE SPECIFICATIONS
AS201
AS201
MOW STRIP
R E
V
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S C
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IP
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D E
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T H
E
A S
T M
U R
R A
Y U
T
AS100
414-2024-F
W O
O D
S T
O C
K E
L E
M E
N T
A R
Y S
C H
O O
L
S
IT
E P
LA
N
A N
D D
E T
A
IL
S
1" = 40'-0"A
ARCHITECTURAL SITE PLAN
3/32" = 1'-0"1
SITE #11" = 80'-0"EX1
EXISTING SITE #1
1" = 80'-0"EX2
EXISTING SITE #2
3/32" = 1'-0"2
SITE #2
A F
E B
G V
B A
H R
R E
L E
A S
E D
F O
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E V
IE
W
B M
A R
G V
B A
H R
R E
L E
A S
E D
F O
R
7 GA. TENSION WIRE
HOG RING @ 18" O.C.
KNUCKLE SELVAGE
BOTTOM OF FABRIC
3/8" DIA. ADJUSTABLE
TRUSS ROD
TRUSS ROD
ADJUSTING UNIT
BRACE BAND
TENSION BAND
@ 12" O.C.
1 5/8" (1.66") O.D. BRACE RAIL
1 5/8" (1.66") O.D. TOP RAIL
1 7/8" (1.90") O.D. (MIN.)
LINE/INTERMEDIATE POST
RAIL TIE @ 18" O.C.
2 3/8" (2.375") O.D. (MIN.)
CORNER/TERMINAL POST
DOME TOP LINE POST LOOP TOP
CHAIN LINK FABRIC
PER SPECIFICATIONS
LINE POST TIE
@ 12" O.C.
F A
B R
IC
H
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IG
H T
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N
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T L
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G T
H
T E
M
IN
A L
P O
S T
L E
N G
T H
10' - 0" O.C. MAXIMUM
CONCRETE FOOTING:
4X POST DIAMETER (MIN.) X 3'-0" DEEP (MIN.)
APPROX. FINISH GRADE
4" M
A X
TENSION BAND
@ 12" O.C.
2 7/8" (2.875") O.D. (MIN.)
TERMINAL/GATE POST
DOME TOP
CHAIN LINK FABRIC
PER SPECIFICATIONS
CONCRETE FOOTING:
4X POST DIAMETER (MIN.)
X 3'-0" DEEP (MIN.)
GATE OPENING - SEE PLANS
G A
T E
P O
S T
L E
N G
T H
TENSION BAND
HINGE/CLOSER
TOP AND BOTTOM
SEE SPECS
TOP RAIL
BRACE RAIL
TENSION
WIRE (TYP.)
LATCH
W/ HASP
F A
B R
IC
H
E
IG
H T
S
E E
P
LA
N S
3/8" DIA. TRUSS ROD
AND TRUSS ROD
ADJUTING UNIT
APPROX. FINISH GRADE
TENSION BAR
NOTES:
GATE FRAME SHALL BE FABRICATED FROM 1 7/8" (1.90") O.D. (MIN.) SCHEDULE 40 GALV. STEEL PIPE - PER SPECIFICATIONS. ALL JOINTS TO BE WELDED ALL AROUND. TOP OF FRAME POST TO HAVE DOME
CAP OR SHALL BE ELBOW WELDED TO UPRIGHTS.
REFER TO TYPICAL FENCE ELEVATION FOR ADDITIONAL INFORMATION
0'
(M
IN
3'
4'
(M A
X
12" X 1/4" X GATE WIDTH
GALVANIZED STEEL PLATE
FOR EXIT DEVICE;
GATE TYPE #3 AND #4
AS201
TENSION BAND
@ 12" O.C.
2 7/8" (2.875") O.D. (MIN.)
TERMINAL/GATE POST
(LATCH SIDE)
DOME TOP
CHAIN LINK FABRIC
PER SPECIFICATIONS
CONCRETE FOOTING:
4X POST DIAMETER (MIN.)
X 3'-0" DEEP (MIN.)
G A
T E
P O
S T
L E
N G
T H
2 3/8" (2.375") O.D. TOP AND
BOTTOM MEMBERS
TENSION BAND
CONTINUOUS HINGE
SEE NOTE BELOW
TOP RAIL
BRACE RAIL
TENSION
WIRE (TYP.)
LATCH WITH
HASP
F A
B R
IC
H
E
IG
H T
S
E E
P
LA
N S
APPROX. FINISH GRADE
TENSION BAR
CONTINUOUS HINGE CONSTRUCTION:
1 7/8" (1.90") O.D. HINGE POST INSIDE 2 3/8" (2.375") O.D. HINGE SLEEVE. WELD 2 3/8"
(2.375") O.D. X 1 1/2" HINGE COLLAR TO HINGE POST. WELD 'H' SECTION HINGE
SUPPORT TO HINGE SLEEVE AND GATE POST. ALL WELDS CONTINUOUS.
GATE FRAME SHALL BE FABRICATED FROM SCHEDULE 40 GALV. STEEL PIPE - PER
SPECIFICATIONS. ALL JOINTS TO BE WELDED ALL AROUND.
REFER TO TYPICAL FENCE ELEVATION FOR ADDITIONAL INFORMATION
3"
M
IN
0' - 1 1/4" 1 7/8" (1.90") O.D. VERTICAL
END MEMBERS
6" DIA. GATE SUPPORT WHEEL
FOR GATES WIDER THAN 8'-0"
1 7/8" (1.90") O.D. VERTICAL END
AND INTERMEDIATE MEMBERS
1 5/8" (1.66") O.D.
BRACE - TYPICAL
GATE OPENING - SEE PLANS
HINGE COLLAR
1 1/2" X 1 1/2" X 9" 'H' SECTION
HINGE SUPPORT @ 1'-0" O.C.
EQUAL POST SPACING AT 6'-0" O.C. MAX - NOT GREATER THAN FABRIC HEIGHT
2 7/8" (2.875") O.D. (MIN.)
TERMINAL/GATE POST (HINGE
SIDE) UP TO 10'-0" WIDE GATE
LEAF; 4" (4.000") O.D. POST
FOR LEAF 10'-0" TO 18'-0" WIDE
4'
(M A
X
AS201
TENSION BAND
@ 12" O.C.
2 7/8" (2.875") O.D. (MIN.)
TERMINAL/GATE POST
(LATCH SIDE)
DOME TOP - TYP.
CHAIN LINK FABRIC
PER SPECIFICATIONS
CONCRETE FOOTING:
4X POST DIAMETER (MIN.)
X 3'-0" DEEP (MIN.)
2 3/8" (2.375") O.D. TOP AND
BOTTOM MEMBERS
TENSION BAND
TOP RAIL
BRACE RAIL
LATCH WITH
HASP
APPROX. FINISH GRADE
TENSION BAR
NOTES:
GATE FRAME SHALL LAP BEHIND (INSIDE) TERMINAL LATCH POST.
PROVIDE GATE ALIGNMENT DEVICE ON LATCH POST FOR GATES GREATER THAN 10'-0" IN LENGTH.
GATE FRAME SHALL BE FABRICATED FROM SCHEDULE 40 GALVANIZED STEEL PIPE - PER SPECIFICATIONS;
ALL JOINTS TO BE WELDED ALL AROUND.
REFER TO TYPICAL FENCE ELEVATION FOR ADDITIONAL INFORMATION
1 7/8" (1.90") O.D. VERTICAL
END MEMBERS
8" DIA. GATE SUPPORT WHEEL
FOR GATES WIDER THAN 10'-0"
1 7/8" (1.90") O.D. VERTICAL END
AND INTERMEDIATE MEMBERS
1 5/8" (1.66") O.D.
BRACE - TYPICAL
TENSION WIRE (TYP.)
1' - 0" SUPPORT POST SPACING - 1/2 GATE OPENING (10'-0" MAX.) GATE OPENING - SEE PLANS (20'-0"MAX.)
EQUAL POST SPACING AT 6'-0" O.C. (MAX.)
FRAME LENGTH - GATE OPENING WIDTH + SUPPORT POST SPACING + 1'-6"
4" (4.000") O.D. GATE SUPPORT POSTS
G A
T E
S U
P P
O R
T P
O S
T L
E N
G T
H
CONCRETE FOOTING:
4X POST DIAMETER (MIN.)
X 3'-0" DEEP (MIN.)
0'
TENSION BAR
DOME TOP - TYP.
G A
T E
P O
S T
L E
N G
T H
F A
B R
IC
H
E
IG
H T
S
E E
P
LA
N S
NO CHAIN LINK FABRIC BETWEEN GATE SUPPORT
POSTS WHERE ENTIRE GATE FRAME COVERED
BY CHAIN LINK FABRIC
TOP ROLLER ASSEMBLY
WITH ROLLER GUARD - TYP.
BOTTOM ROLLER ASSEMBLY
WITH ROLLER GUARD - TYP.
CONTINUE FENCE LINE FROM GATE SUPPORT POST
4'
(M A
X
AS201
S A
F E
T Y
P O
S T
L E
N G
T H
2 7/8" (2.875") O.D.
SAFETY POST IN LINE
WITH GATE SUPPORT
POST
4" (4.000") O.D. GATE
SUPPORT POST
2" (MAX.)
0' - 1"(MIN.)
G A
T E
S U
P P
O R
T P
O S
T L
E N
G T
H
TOP ROLLER ASSEMBLY
WITH ROLLER GUARD
BOTTOM ROLLER
ASSEMBLY WITH
ROLLER GUARD
APPROXIMATE
FINISH GRADE
2 3/8" (2.375") O.D. TOP AND
BOTTOM MEMBERS
1 7/8" (1.90") O.D. HINGE POST
INSIDE 2 3/8" (2.375") O.D. HINGE
SLEEVE.
GREASE HINGE POST PRIOR TO
INSERTING INTO SLEEVE.
WELD 2 3/8" (2.375") O.D. X 1 1/2"
HINGE COLLAR TO HINGE POST.
1 7/8" (1.90") O.D. VERTICAL
END MEMBER
1 1/2" X 1 1/2" X 9" 'H' SECTION
HINGE SUPPORT @ 1'-0" O.C.;
WELD TO GATE POST AND
SLEEVE.
2 7/8" (2.875") O.D. (MIN.)
TERMINAL/GATE POST UP TO
10'-0" WIDE GATE LEAF; 4"
(4.000") O.D. POST FOR LEAF
10'-0" TO 18'-0" WIDE
0' - 0 3/4" 0' - 1 1/4"
PULL - WHERE SPECIFIED
1 7/8" (1.90") O.D. VERTICAL
END MEMBER
2 7/8" (2.875") O.D. (MIN.)
GATE POST
EXIT DEVICE - REFER TO
SPECIFICATIONS
ELECTRIC STRIKE OR
RIM STRIKE - REFER TO
SPECIFICATIONS
2 3/8" (2.375") O.D. TOP AND
BOTTOM MEMBERS
12" X 1/4" BY GATE WIDTH
GALVANIZED STEEL PLATE
FOR HARDWARE MOUNT
LB BOX AND CONDUIT
FOR ELECTRIC STRIKE
4 1/2" X 1/4" X 10" PLATE WITH
(2) 1 1/2" X 1 1/2" X 1/8" X 4"
ANGLES. PUNCH PLATE FOR
WIRE ACCESS TO STRIKE
NOTE:
ALL STEEL SHALL BE GALVANIZED. ALL CONNECTIONS WELDED
BRACKET OPTIONS
NOTES:
1. POST SIZE DEPENDS ON FENCE HEIGHT
AND WIND LOADS. SEE SPECIFICATIONS
FOR POST SIZING CHART AND SETTING
DIMENSIONS.
2. THIRD AND FOURTH RAIL OPTIONAL.
3. AVAILABLE IN FLUSH BOTTON.
1 3/4" MONTAGE II RAIL
POST SIZE VARIES WITH HEIGHT
1" SQUARE 16 GA. PICKET
0'
/4
0'
V A
R
IE
S W
IT
H
H E
IG
H
T 1'
2"
N O
M
7' -0
'-0
S
TA
N D
A R
D H
E
IG
H T
S
F O
O T
IN
G
D E
P T
H
3'
(M
IN
0' - 10" 8'-0" O.C. (NOM.)
3 3/4" TYPICAL
CONCRETE FOOTING
4X POST SIZE (MIN.)
M
IN
0'
/2
TOP RAIL
HOLD FINISH GRADE
1/2" BELOW STRIP
CONTINUOUS
CONCRETE MOW STRIP.
3,000 PSI CONCRETE
ASPHALT PAVING
COMPACTED NATIVE
SOIL BELOW STRIP
ANCHOR POSTS
IN CONCRETE
1' - 0" 0' - 6"
NOTES:
1. CONCRETE. MOW STRIP, CROWN FOR DRAINAGE.
2. PROVIDE 1/4" RADIUS AT ALL EDGES (TYPICAL)
3. SCORE CONTROL JOINT AT 15'-0" O.C. MAX.
4. PROVIDE EXPANSION JOINT AT 30'-0" O.C.MAX.
5. FENCE FABRIC PER SPECIFICATIONS.
#4 BAR. CONT.
0'
0'
/2
HOLD FINISH GRADE
1/2" BELOW STRIP
CONTINUOUS
CONCRETE MOW STRIP
W/ LIGHT BROOM FINISH.
3,000 PSI CONCRETE
PLANTING BED
FINISH GRADE
NOTES:
1. CONCRETE MOW STRIP, CROWN FOR DRAINAGE.
2. PROVIDE 1/4" RADIUS AT ALL EDGES (TYPICAL)
3. SCORE CONTROL JOINT @ 15' O.C. MAX.
4. EXPANSION JOINT @ 30' O.C. MAX.
5. FENCE FABRIC PER SPECIFICATIONS.
1' - 6"
LAWN FINISH GRADE
#4 BAR CONT.
2'
(M
IN
0'
COMPACTED NATIVE
SOIL BELOW STRIP
ANCHOR POSTS
IN CONCRETE
1" = 1'-0"10
MOW STRIP DETAIL
1" = 1'-0"9
MOW STRIP DETAIL W/ FENCE
R E
V
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IP
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A T
E A
P P
P E
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IM
E T
E R
S E
C U
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IT
Y U
P G
R A
D E
M U
L T
IP
L E
L O
C A
T
IO
N S
AS201
026-2026-01
F E
N C
E D
E T
A
IL
S
1/2" = 1'-0"1
TYPICAL FENCE ELEVATION
1/2" = 1'-0"2
TYPICAL SWING GATE (UP TO 6'-0" WIDE)
1/2" = 1'-0"3
TYPICAL SWING GATE (GREATER THAN 6'-0" WIDE)
1/2" = 1'-0"4
TYPICAL CANTILEVER GATE
1/2" = 1'-0"5
CANTILEVER GATE SAFETY POST
3" = 1'-0"7
SWING GATE HINGE DETAIL
3" = 1'-0"6
SWING GATE LATCH DETAIL
A F
E B
G V
B A
H R
R E
L E
A S
E D
F O
R R
E V
IE
W
1/2" = 1'-0"8
MONTAGE INDUSTRIAL INVINCIBLE 2/3/4-RAIL
B M
A R
G V
B A
H R
R E
L E
A S
E D
F O
R
| Sheets |
| G001 - COVER SHEET |
| AS201 - CHAIN LINK FENCE DETAILS |
File details come from the government source that posted it. Updated .