8-JF27-005-IFB Rolling Meadow elementary REV B.pdf
PDF 44 MB Posted
- Solicitation number
- JF27-005-IFB
- Issued by
- Salt Lake County, Utah
About this file
This is an architectural and engineering drawing set for a perimeter security upgrade project at Rolling Meadow Elementary School in West Valley City, Utah, conducted by Granite School District. The project encompasses the installation of approximately 1,175 linear feet of new 6-foot-high galvanized chain link fencing and decorative metal fencing around playground areas, along with multiple swinging and cantilever gates of varying sizes. The scope includes removal and replacement of existing fencing at several locations throughout the school site, installation of concrete mow strips with proper drainage and control joints, and security measures such as fire hydrant fencing with maintained clearances and gate hardware including exit devices and electric strikes. The drawings provide detailed specifications for fence construction including post sizing, spacing, fabric specifications, footing depths, and gate configurations for both standard swing gates up to 18 feet wide and cantilever gates with roller assemblies. All materials are specified as galvanized steel for corrosion resistance, with concrete footings at 3 feet minimum depth and welded connections throughout.
The contract is issued as an Invitation for Bids (IFB) seeking responses from General Contractors (B100) or Fencing/Landscape and Recreation Contractors (S330) with an anticipated single award to the lowest cost responsive and responsible vendor. Pre-bid attendance is required as noted in the project manual. The award recommendation is scheduled for presentation at the Granite School District Board meeting on July 7, 2026, with final award issuance contingent upon board approval. The project drawings were released for bid on June 12, 2026, following a review release on April 1, 2026, indicating the procurement was in its bidding phase at the time of document creation.
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Text version
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PLAN NORTH TRUE NORTH
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PLAN NORTH TRUE NORTH
AS101
AS102
AS100
AS101
EX3
AS101
APPROXIMATELY 280' NEW 6'-0" HIGH
GALVANIZED CHAIN LINK FENCE ON MOW
STRIP; PER SPECIFICATIONS
REMOVE APPROXIMATELY 230' FENCE
AND REPLACE WITH NEW 6'-0" HIGH
GALVANIZED CHAIN LINK FENCE ON
MOW STRIP; PER SPECIFICATIONS
APPROXIMATELY 75' NEW 6'-0" HIGH
GALVANIZED CHAIN LINK FENCE ON
MOW STRIP; PER SPECIFICATIONS
REMOVE APPROXIMATELY 195' FENCE
AND REPLACE WITH NEW 6'-0" HIGH
GALVANIZED CHAIN LINK FENCE ON
MOW STRIP; PER SPECIFICATIONS
60"W. X 72"H. GALVANIZED
CHAIN LINK SWINGING
GATE TYPE #3;
SEE SPECIFICATIONS
EXISTING FENCE TO REMAIN
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1/32" = 1'-0"A
ARCHITECTURAL SITE PLAN
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1/8" = 1'-0"1
SITE #1
1" = 20'-0"2
EXISTING SITE #1
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PLAN NORTH TRUE NORTH
60"W. X 72"H. GALVANIZED
CHAIN LINK SWINGING
GATE TYPE #2;
SEE SPECIFICATIONS REMOVE EXISTING
BOLLARD
EXISTING FENCE TO REMAIN
AS101EX3
NEW DECORATIVE METAL FENCE
AROUND PLAYGROUND AREA
INSIDE WALL TO 6'-0" ABOVE TOP
OF WALL.
60"W. X 72"H. GALVANIZED
CHAIN LINK SWINGING
GATE TYPE #3;
SEE SPECIFICATIONS
NEW 6'-0" HIGH GALVANIZED
CHAIN LINK FENCE ON MOW
STRIP; PER SPECIFICATIONS
V.I.F.
55'-0"
V.I.F.
12'-0"
V .I.
F
'-0
V.I.F .44
'-0
V .I.
F
'-0
AS101
EXISTING FENCE
TO REMAIN
AS201
3'-0"
AS101
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" = 20'-0"EX3
EXISTING SITE #3 & #3a
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1/8" = 1'-0"3
SITE #3
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1" = 20'-0"1
SITE #2
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1" = 60'-0"2
EXISTING SITE #2
1 1/2" = 1'-0"4
FENCE ATTACHMENT DETAIL
V.I.F.
10'-0"
INSTALL FENCE AROUND THE FIRE
HYDRANT, MAINTAINING AT LEAST
3'-0" OF UNOBSTRUCTED CLEARANCE
ON ALL SIDES
NEW 6'-0" HIGH GALVANIZED
CHAIN LINK FENCE ON MOW
STRIP; PER SPECIFICATIONS
NEW 6'-0" HIGH GALVANIZED
CHAIN LINK FENCE;
PER SPECIFICATIONS
60"W. X 72"H. GALVANIZED CHAIN
LINK SWINGING GATE TYPE #3;
SEE SPECIFICATIONS
AS102
AS201
AS102
168"W. X 72"H. GALVANIZED CHAIN
LINK SWINGING GATE TYPE #1;
SEE SPECIFICATIONS
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1/8" = 1'-0"1
SITE #5
1" = 20'-0"2
EXISTING SITE #5
1" = 20'-0"3 EXISTING SITE #5a
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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
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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"
M
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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
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
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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
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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"
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2"
N O
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7' -0
'-0
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3' -0
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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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AS201
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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 F
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1/2" = 1'-0"8
MONTAGE INDUSTRIAL INVINCIBLE 2/3/4-RAIL
B J
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F O
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3/4" = 1'-0"11
GATE DETAIL
| Sheets |
| AS100 - SITE PLAN & ENLARGED PLANS |
| AS101 - PARTIAL PLANS |
| AS102 - PARTIAL PLANS |
| AS201 - CHAIN LINK FENCE DETAILS |
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