7-ATT D Picture and Blueprints of Salt Lake City School District Transportation Grounds.pdf

PDF 989 KB Posted Aug 12, 2026

Attached to: IFB - TRANSPORTATION BIRD NETTING INSTALLATION SERVICES FOR THREE (3) BUS STATION CANOPIES
Solicitation number: DH2707-BTN
Issued by: Salt Lake County, Salt Lake City, Utah

About this file

Written by GovTribe AI · Sep 29, 2026

This document consists of architectural blueprints and detailed construction drawings for the Salt Lake City School District (SLCSD) Transportation Department's bus station canopy project located at 1745 West 1700 South, Salt Lake City, Utah. The blueprints detail the overall plan, structural specifications, and electrical infrastructure for three bus canopies: the West Canopy (1) covering approximately 29,753 square feet, the Center Canopy (2) covering approximately 32,146 square feet, and the East Canopy (3) covering approximately 32,146 square feet. The drawings include comprehensive specifications for reinforced concrete walls, steel column frameworks, roof systems, parking striping layouts, catch basins, and electrical charging station installations. The plans indicate provisions for single and double electric bus charging systems with in-grade drivable electrical boxes, along with detailed specifications for steel beams, HSS (hollow structural steel) columns, concrete pier foundations, and roof drain systems. The drawings were prepared by VCBO (referenced at 524 South 600 East, Salt Lake City, UT) and were conformed and finalized on December 9, 2020, with addendum 004 issued on November 4, 2020.

The technical specifications emphasize structural requirements including A500 Grade C steel, concrete with 4500 PSI strength, welded connections with specific bolt schedules, and galvanized roof decking. The drawings detail general notes requiring all exposed steel to be painted, galvanized roof decks to remain unprotected from paint, all HSS tube ends to be solid capped and welded, and all parking striping lines to be four inches wide. These blueprints serve as the supporting technical documentation for the related IFB solicitation for bird netting installation services at these three canopy structures, with a mandatory pre-bid site visit scheduled for August 19, 2026, at 9:30 a.m. at the SLCSD Transportation Department facility.

View the file

Other files

File	Type	Posted
10-Mandatory Site Visit Questions and Answers.pdf	PDF	Aug 12, 2026
8-Attachment B IFB Document Addendum 1 and 2 Update.pdf	PDF	Aug 12, 2026
11-SOLICITATION BID RESULTS.docx	DOCX document	Aug 12, 2026
4-SLCSD - Claim of Business Confidentiality Form.pdf	PDF	Aug 12, 2026
1-SLCSD Contract Terms and Conditions for Goods and Services 5.17.23.pdf	PDF	Aug 12, 2026
3-Utah Code §63G-6a-1203.pdf	PDF	Aug 12, 2026
9-DH2707 BTN Mandatory Pre Bid Meeting Sign In Sheet.pdf	PDF	Aug 12, 2026
5-Attachment B IFB Document.pdf	PDF	Aug 12, 2026
2-Solicitation General Provisions (1) (1).pdf	PDF	Aug 12, 2026
6-Attachment C Price Schedule.xlsx	XLSX spreadsheet	Aug 12, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

West Canopy

(1) One

Center Canopy

(2) Two

East Canopy

(3) Three

A A

AS301

P P

C C

N N

M M

L L

K K

J J

H H

GG GG

F F

E E

D D

B B

3/ 4"

TYP.

AS501

TYP.

13' - 4" 14' - 8" 13' - 4"16' - 4" 16' - 4"

74' - 0" 26' - 0" 74' - 0" 26' - 0" 74' - 0"

1/ 2"

16' - 4" 13' - 4" 14' - 8" 13' - 4" 16' - 4" 16' - 4" 13' - 4" 14' - 8" 13' - 4" 16' - 4"

3/ 4"

1/ 2"

AS301

TYP

3203.2

2' - 6"

12' - 0"

2' - 6"

45.0°

SIM

TYP.

AS501

14' - 8"

TYP.

AS501

TYP

500.8

TYP

311.0

TYP

322.1

TYP

500.8

TYP

311.0

TYP

322.1

TYP

500.8

TYP

311.026' - 6"

TYP

231.1

TYP

232.1

TYP

232.1

TYP

3203.3

TYP

3203.3

TYP

3203.3

TYP

3203.33203.3

TYP

3203.3

TYP

3203.3

TYP

3203.3

TYP

3203.3

TYP

3203.3

TYP

3203.3

TYP

3203.3

E O

F C

A N

O P

Y A

B O

V E

E O

F C

A N

O P

Y A

B O

V E

E O

F C

A N

O P

Y A

B O

V E

AS501

TYP

2624.0

AS501

AS102

1' - 3"

- 3

TYP

2624.1

AS501

TYP

3301.0

TYP

3301.0

TYP

3203.2

TYP

3203.2

TYP

3222.0

TYP

3222.0

TYP

3301.0

TYP

508.0

TYP

508.0

TYP

508.0

TYP

3301.0

TYP

3301.0

TYP

3203.2

TYP

3222.0

TYP

3301.0

TYP

3301.0

TYP

3222.0

TYP

3301.0

TYP

3203.2

TYP

3203.2

TYP

2223.0

TYP

2223.0

TYP

2223.0

2' - 6"

- 3

5' - 0"

1' - 6"

1' - 3"

2624.02624.0

2624.1

2624.02624.0

303.0

- 3

TYP

322.1

TYP

3203.0

2624.1

AS501

TYP.

3' - 0"

AS501

TYP.

- 0

"2624.1

3203.0

THIS LINE AT STALL

WITH CHARGING

STATION ONLY

2624.2

2' - 0"

3203.0

THIS LINE AT STALL

WITH CHARGING

STATION ONLY

3203.0

THIS LINE AT STALL

WITH CHARGING

STATION ONLY

TYP

2223.0

REV DATE DESCRIPTION

VCBO NUMBER:

DATE:

CLIENT NUMBER:

524 SOUTH 600 EAST

SALT LAKE CITY, UT 84102

801.575.8800

VCBO.COM

1 2 3 4 5

D D

1 2 3 4 5 6

:1 4:

AS102

OVERALL PLAN - LEVEL 01

S L

C S

D B

U S

C A

N O

2020 DEC 09

20330

C O

N F

O R

M E

D S

E T

W E

S T

O U

T H

S A

A K

E C

, U T

S A

A K

E C

S C

H O

O L

T R

00000

SCALE: 1" = 20'-0"

A4 BUS CANOPY AREA PLAN

NORTH

KEYED NOTES

231.1 EXISTING FIRE HYDRANT FOR REFERENCE ONLY. PROTECT.

232.1 EXISTING CURB AND GUTTER FOR REFERENCE ONLY. PROTECT.

303.0 REINFORCED CONCRETE WALL, ARCHITECTURAL GRADE FINISH WHERE EXPOSED

311.0 REINFORCED CONCRETE COLUMN BASE

322.1 REINFORCED CONCRETE BASE WITH ELECTRICAL CONNECTIONS. SEE DETAIL

500.8 STEEL COLUMN PAINTED WHERE EXPOSED

508.0 METAL BOLLARD

2223.0 3" ROOF DRAIN LINES, PRIMARY AND SECONDARY, POSITION TO AVOID OBSTRUCTING BUS

PARKING LANE. SEE DETAIL C6/AS501.

2624.0 ELECTRIC BUS CHARGING SYSTEM, SINGLE. OWNER PROVIDED, CONTRACTOR INSTALLED.

CONTRACTOR TO PROVIDE CONCRETE BASE.

2624.1 IN GRADE DRIVABLE ELECTRICAL BOX FOR FUTURE OWNER PROVIDED DOUBLE ELECTRIC

BUS CHARGING SYSTEM, PROVIDE CONDUIT AND CONDUCTORS, SEE ELECTRICAL.

2624.2 IN GRADE DRIVABLE ELECTRICAL BOX FOR FUTURE OWNER PROVIDED DOUBLE ELECTRIC

BUS CHARGING SYSTEM, PROVIDE CONDUIT AND PULL STRING, SEE ELECTRICAL.

3203.0 PAINTED PARKING STRIPES AND ACCESS LANES

3203.2 PAINTED DIRECTIONAL ARROWS

3203.3 PAINTED STALL LETTERING/ NUMBERING

3222.0 CONCRETE WATERWAY

3301.0 CATCH BASIN

GENERAL NOTES

1. ALL STEEL TO BE PAINTED, U.N.O.

2. ALL GALVANIZED ROOF DECKS NOT TO BE PAINTED. PROTECT WHILE PAINTING ANY

ADJACENT STEEL.

3. ALL EXPOSED END OF HSS STEEL TUBE COLUMNS, FASCIA, BEAMS, ETC. TO BE SOLID

CAPPED, WELDED, GROUND SMOOTH AND PAINTED.

4. ALL PARKING STRIPING LINES TO BE 4" WHITE U.N.O.

SCALE: 1/8" = 1'-0"

A5 ELECTRIC CHARGING STATIONS LAYOUT

NORTH

1 2020-11-4 ADD 004

GRADE

100' - 0"

Roof Level 112' - 0"

1 42 3

HSS10x10x5/8 (A500 GR. C) HSS10x10x5/8 (A500 GR. C)

CJP, TYP

3/16 2-12 L TO HSS

1/4" x REQD x CONT BENT PL DECK

ANGLE AT PERIMETER, TYP PROVIDE

PJP WELD ON BOTH LEGS AT L

SPLICES

S101 C1

S101 D1

ALL STEEL TO BE PAINTED, SEE ARCH

DWGS. DECK TO BE GALVANIZED.

NOTE: SEE ARCH SITE PLAN FOR

LOCATIONS OF ALL CANOPY FRAMES

3' - 0"

TAPER END OF BEAM TO MATCH DEPTH

OF HSS SIDE MEMBER. PROVIDE 8

1/4"x1/2"x REQD STEEL PL (fy+50 ksi) TO

REPLACE MISSING BEAM FLANGE

CJP, TYP

1/4 PL TO WEB

4' -0

VARIES PER CIVIL

ALL TOP OF PIER ELEV TO BE

THE SAME DESPITE

CHANGES TO GRADE ELEV.

SEE ARCH & CIVIL.

S101

1 42 3

HSS14x6x3/8

W21x55 (TYP)

4x 4x

1/4 (T

4x 4x

1/4 (T

W x2 2W x2

W x2

W x3 1(

C1 S101

________________LOW

D1 S101

D2 S101

SEE FOR ALL TYPICAL

BEAM TO BEAM CONNECTIONS

E1/S101

W x2

HSS14x6x3/8

S101

LOW

WALL LENGTH VARIES BTWN

CANOPIES. SEE ARCH DWGS FOR

EXACT WALL SIZE & LOCATIONSTEEL ANGLES TO BOX

ROOF DRAIN OPENING

SEE DETAIL ,TYPE3/S101

EXT SLAB ON GRADE,

TYP, SEE ARCH DWGS

R3"

FTG, 8'-6"x8'-6"x1'-6"

TYP. REINF W/ (9) #

7 BARS EA DIR.

TOP & BOT

STEEL COL W/ BASE PL, SEE PLAN

OR ELEV

28"Ø CONC PIER (f'c = 4500 PSI), REINF W/ (16) #6 VERT W/ STD

HOOK INTO FTG AND #4 x TIES

@ 4" OC AROUND ANCHORS, 6"

ELSEWHERE, PLUS (3) TIES @2" OC

AT TOP OF PIER

1'- 6"

3143_06

(12) 3/4"Ø F1554 GR55 ANCHOR

BOLTS (36" MIN EMBED). PROVIDE

2"x2"x3/16" PL WASHERS & DBL NUTS.

SEE SECTION CUT FOR PLACEMENT

A A

SECTION A-A

P5"

P4"

3" TYP

HSS COL, SEE PLAN OR

ELEV, BEVEL BOTTOM

EDGE AS REQD FOR WELD

BASE PL 20"x2 3/4"x20" W/ COPED CORNERS (fy = 50 KSI)

1/2

CVN

TOUGHNESS 40

LB-FT MIN

(DEMAND

CRITICAL)

NOTE: OTHER FRAMING

MEMBERS NOT SHOWN

STEEL BEAM,

SEE PLAN

5/16

1/4

5/8" STIFF PL IN LINE

W/ COL WEB, EA SIDE

STEEL COL, SEE PLAN, W/

CAP PL 10 1/2"x3/4"x16" W/ (4)

3/4"Ø BOLTS

1 1/2" TYP

4344_06

BEAM CONNECTION PER .

OR MAY REPLACE

STIFF PLs ON ONE SIDE IF

REQD

E1/S101 D2/S102

HSS BEAM, SEE

PLAN

1/4

STEEL COL, SEE PLAN, W/

10 1/2"x3/4"x10 1/2" CAP PL

4344_06

1/4

EXTERIOR SIDE OF CANOPY

INTERIOR SIDE OF CANOPY

ALIGN EDGE OF BEAM &

COLUMN AS SHOWN

SECTION A-A

A A

SUPPORTED STEEL

BEAM, SEE PLAN

1/4(3) SIDES

NOTES:

1. SEE FRAMING PLANS FOR BEAM SIZES.

2. ALL BOLTS SHALL BE A325-N, TYP, UNO.

3. DECK AND JOISTS NOT SHOWN IN

CONNECTION DETAIL BELOW.

SHEAR PL 3/8" x REQD, W/ BOLTS

@ 3" OC PER SCHED, TYP

1/4

SUPPORTING STEEL

BEAM, SEE PLAN

WHERE BEAMS DO NOT OCCUR

EA SIDE, PROVIDE 1/4" STIFF PL

OPP SIDE OF WEB FROM BEAM

BRG, OTHERWISE PROVIDE

SHEAR PL W/ BOLTS AS REQD

FOR FRAMING CONN ON EA SIDE

/2"

1 1/2"

4744_03

SUPPORTED STEEL

BEAM, SEE PLAN

SHEAR PL 3/8" x REQD

W/ BOLTS @ 3" OC PER

SCHED

1/4

SUPPORTING STEEL

BEAM, SEE PLAN

(2) L3x3x1/4x10" LONG

BENT PL

1/4 3 SIDES, TYP

1/4

1/4 3 SIDES, TYP

L3x3x1/4x10" LONG

1/8 TYP

PROVIDE 3/16" THICK x

REQD CAP PL

1/2 "G

1/8TYP

PROVIDE 3/16" THICK

x REQD CAP PL

NOTES:

1. LOCATE VERTICAL REINFORCING EACH

SIDE OF ALL OPENINGS, EACH SIDE OF

CONTROL JOINTS AND AT ALL ENDS AND

CORNERS IN ADDITION TO SCHEDULED

SPACING. SEE PLAN WHERE SPECIAL

COLUMNS OCCUR AT JAMBS. DOWEL

VERTICAL REINFORCING TO FOOTING

OR THICKENED SLAB WHERE OCCURS.

2. WHERE NO MARK IS SHOWN ON PLANS,

USE TYPE CW-1 FOR 8" CONC WALLS.

3. WHERE ONLY ONE (1) VERTICAL

REINFORCING BAR IS SCHEDULED, THE

BAR SHALL BE CENTERED IN THE WALL.

4. PROVIDE 90° HOOKS AT ALL

HORIZONTAL REINFORCEMENT AND AT

ALL WELD ENDS, CORNERS AND

INTERSECTIONS. HOOKS SHALL

ENGAGE VERTICAL REINFORCING.

5. STAGGER ALL SPLICES IN REINFORCING

AND PROVIDE CLASS B TOP BAR LAP

LENGTH.

6. CONTINUE VERTICAL END OF WALL

REINFORCING FULL HEIGHT OF WALLS

AND INTO FOUNDATION.

7. SEE ARCHITECTURAL DRAWINGS FOR

REVEALS AND ARCHITECTURAL

FEATURES.

END OF WALL TYPE 1

(2) VERT

BARS STD HOOK

3732_01

FTG, 4'-0" x CONT x 1'-0"

REINF W/ (4) #5

LONGITUDINAL BARS &

#5 TRANSVERSE BARS

@ 1'-2" OC, TOP & BOT

R3"

CONC FDTN WALL, REINF

PER SCHED

(2) CONT HORIZ BARS AT

TOP & BOT OF CONC WALL

CONCRETE WALL, SEE PLAN

AND SCHED

32" LAP LENGTH MIN FOR ALL

REINF

COPE LEG AS REQD, TYP

STEEL BEAM, SEE PLAN

MAX

3/16 TYP

L4x4x1/4 x

REQD, TYP

ROOF DECK, SEE

PLAN & NOTES

SEE PLAN

OPENING SIZE

3/16

4546_02

ATTACH DECK TO ALL STEEL

ANGLES W/ POWDER

ACTIVATED FASTENERS, SEE

STRUCTURAL NOTES ON S001

REV DATE DESCRIPTION

VCBO NUMBER:

DATE:

CLIENT NUMBER:

524 SOUTH 600 EAST

SALT LAKE CITY, UT 84102

801.575.8800

VCBO.COM

1 2 3 4 5

D D

1 2 3 4 5 6

ALL DRAWINGS, PLANS AND DETAILS

ARE INSTRUMENTS OF SERVICE AND

SHALL REMAIN THE PROPERTY OF

CALDER RICHARDS CONSULTING

ENGINEERS, AND ARE NOT SUITABLE

FOR REUSE NOR INTENDED FOR ANY

OTHER PROJECT.

/7/

4:3 2:3

9P M

S101

Structural Plans & Details

December 9, 2020

20330

,U T

00000

1/4" = 1'-0"A3

BUS CANOPY SCHEMATIC

ELEVATION

1/8" = 1'-0"C4

TYPICAL BUS CANOPY ROOF

FRAMING PLAN

3/4" = 1'-0"C1 -

3/4" = 1'-0"D1 - 3/4" = 1'-0"D2 -

NO SCALEE1 -

SCHEDULE - BOLTING

Beam Size Shear Bolts W8, W10 (2) 3/4"Ø W12, W14 (3) 3/4"Ø W16, W18 (4) 3/4"Ø W21, W24 (6) 3/4"Ø

W27 (7) 3/4"Ø

NO SCALEA1 CONCRETE WALL SCHEDULE

SCHEDULE - CONCRETE WALLS

Mark Thick Reinforcing End of Wall

Reinf Type CommentsHorizontal Vertical

CW-1 8" #5 @ 12" OC #5 @ 12" OC 1

NO SCALEE3 -

1/4

1 Nov 4, 2020 Addendum 004

File details come from the government source that posted it. Updated Sep 29, 2026.