5-JF27-005-IFB 217 - Jim Bridger Elementary - REV C.pdf
PDF 1 MB Posted
- Solicitation number
- JF27-005-IFB
- Issued by
- Salt Lake County, Utah
About this file
This architectural drawing package represents the design specifications for a perimeter security upgrade project at Jim Bridger Elementary School, located at 5368 West Cyclamen Way in West Jordan, Utah, under Granite School District's Invitation for Bids (IFB 5-JF27-005). The project involves the installation of chain link and decorative metal fencing systems around the school perimeter and playground areas to enhance site security. The work includes approximately 132 linear feet to 78 linear feet of six-foot-tall galvanized chain link fencing, decorative metal fencing around the playground area measuring 6 feet above the existing wall with multiple sections, and the installation of various gate types (swing gates and cantilever gates) ranging from 60 inches wide by 72 inches high to 20 feet wide. The detailed specifications require chain link fabric with tension wires, terminal and line posts with concrete footings, decorative metal gates with electronic strike devices, and associated concrete mow strips and drainage provisions. The bid documents were released for review on February 20, 2026, and March 30, 2026, with final release for bids issued on June 12, 2026. Granite School District anticipates presenting the award recommendation at the July 7, 2026 board meeting, with final award issuance following board approval.
The project specifications require all materials to be galvanized steel with welded connections, concrete footings minimum 3 feet deep, and specialized hardware including Von Duprin exit devices and HES 9600 electric strike systems for gate access control. The drawings detail post sizing, gate hinge configurations, tension band placements, and safety post requirements, with all welds to be continuous and structural integrity dependent on wind load calculations per the specifications manual. The project is part of a larger district initiative to upgrade security at multiple elementary schools, with this specific bid requiring either a General Contractor (B100) or Fencing/Landscape and Recreation Contractor (S330) classification. Attendance at a pre-bid meeting is mandatory for all bidders, and the final contract award will be issued after Granite School District Board approval, anticipated for post-July 7, 2026.
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Text version
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PLAN NORTH TRUE NORTH
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1/32" = 1'-0"A
ARCHITECTURAL SITE PLAN
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NEW DECORATIVE FENCE
AROUND PLAYGROUND AREA
INSIDE EXISTING WALL, 6'-0"
ABOVE HIGH POINT OF WALL;
CONTINUOUS
V.I.F.
32'-0"
V.I.F .46
'-0
NEW 60"W. x 72"H.
DECORATIVE METAL
GATE TYPE #4
SEE SPECIFICATIONS
V.I.F.
62'-10"
V.I.F.
6'-10"
V.I.F .38
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V .I.
F
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V.I.F.
8'-0"
V.I.F.
8'-0"
NEW 60"W. x 72"H.
DECORATIVE METAL
GATE TYPE #3
SEE SPECIFICATIONS
AS101
AS101
AS101
AS1012
METAL FENCE POST TO 6'-0"
ABOVE TOP OF WALL - MIN.
RE: FENCE SPECIFICATIONS.
WALL ANCHOR STRAP
BASE PLATE; ANCHOR TO
CONCRETE SLAB
PLAYGROUND WALL
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1" = 10'-0"1
SITE #1
1 1/2" = 1'-0"2
EXISTING SITE #1
1 1/2" = 1'-0"3
FENCE ATTACHMENT DETAIL
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PLAN NORTH TRUE NORTH
V .I.
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3' -0
V.I.F.
78'-0"
V.I.F.
20'-4"
V.I.F .13
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10'-0"
V.I.F.
15'-0"
V.I.F .17
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NEW 6'-0" H.
GALVANIZED CHAIN
LINK FENCE
NEW 6'-0" H. GALVANIZED
CHAIN LINK FENCE
AS102
EX2
NEW 60"W. x 72"H.
GALVANIZED CHAIN LINK
GATE TYPE #4
SEE SPECIFICATIONS
EXISTING GATE TO
REMAIN; SEE SITE #3
FOR CONTINUATION
1" CONDUIT (APPROX. 15'-0",
V.I.F.) UNDERGROUND TO BOX
ON BUILDING AT 16" A.F.F.
V.I.F.
8'-0"
V.I.F.
12'-0"
V.
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0"
V .I.
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8' -0
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8' -0
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8'-0"
V.I.F
4'-0"
V .I.
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3' -0
V .I.F.
8'-0"
AS201
EXISTING GATE
TO REMAIN
NEW 6'-0" H. GALVANIZED
CHAIN LINK FENCE; SEE
SITE #2 FOR CONTINUATION
NEW 6'-0" H. GALVANIZED
CHAIN LINK FENCE
AS201
AS102
EX3
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1" = 10'-0"2
SITE #2
1" = 10'-0"3
SITE #3
1 1/2" = 1'-0"EX2
EXISTING SITE #2
1 1/2" = 1'-0"EX3
EXISTING SITE #3
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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.
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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
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TENSION BAND
HINGE/CLOSER
TOP AND BOTTOM
SEE SPECS
TOP RAIL
BRACE RAIL
TENSION
WIRE (TYP.)
LATCH
W/ HASP
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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
3"
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3' -0
4' -0
(M
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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.)
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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
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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
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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' -0
(M
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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
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CONCRETE FOOTING:
4X POST DIAMETER (MIN.)
X 3'-0" DEEP (MIN.)
6"
TENSION BAR
DOME TOP - TYP.
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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' -0
(M
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S A
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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.)
1"(MIN.)
G A
T E
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P P
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T P
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T L
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G T
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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
3/4" 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
3/
4" 1"
V A
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2"
N O
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7' -0
'-0
S
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F O
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IN
G
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P T
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3' -0
(M
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10" 8'-0" O.C. (NOM.)
3 3/4" TYPICAL
CONCRETE FOOTING
4X POST SIZE (MIN.)
'-8
M
IN
1/ 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" 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.
4"
1/ 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' -8
(M
IN
4"
COMPACTED NATIVE
SOIL BELOW STRIP
ANCHOR POSTS
IN CONCRETE
PANIC SHIELD
SEE SPECIFICATIONS
GATE
RE: DWGS. SPECS.
VON DUPRIN
EXIT DEVICE 3'
-3
HES 9600 SURFACE
MOUNTED ELECTRIC
STRIKE
STRIKE MOUNT SEE
SPECIFICATONS
1" = 1'-0"10
MOW STRIP DETAIL
1" = 1'-0"9
MOW STRIP DETAIL W/ FENCE
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S1/2" = 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 /1
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1/2" = 1'-0"8
MONTAGE INDUSTRIAL INVINCIBLE 2/3/4-RAIL
C /1
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3/4" = 1'-0"11
GATE DETAIL
| Sheets |
| AS100 - SITE PLANS & DETAILS |
| AS101 - SITE PLANS & DETAILS |
| AS102 - SITE PLANS |
| AS201 - CHAIN LINK FENCE DETAILS |
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