HomeMy WebLinkAboutPLANS - 20-00247 - 525 S Center - BYUI Ice Bank Replacement Project.pdf3/18/2020
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1.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA
UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.
2.ON SLOPING AREAS, THE CONTRACTOR SHALL TAKE PRECAUTIONS TO MITIGATE ANY POSSIBLE EROSION
PROBLEMS IN TRENCHES DUE TO STORM WATER THAT MIGHT OCCUR DURING OR AFTER CONSTRUCTION AS
DIRECTED OR APPROVED BY ENGINEER.
3.DURING CONSTRUCTION; THE CONTRACTOR IS FULLY RESPONSIBLE FOR INTERIM PROVISIONS FOR PASSAGE
OF IRRIGATION AND STORM WATER. NO SUPPLEMENTAL COMPENSATION WILL BE MADE FOR WET CONDITIONS
OR FLOW DIVERSIONS.
4.THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES AS DETAILED IN THE
PROJECT PLANS UNTIL FINAL ACCEPTANCE OF THIS PROJECT.
5.THE CONTRACTOR SHALL ALSO BE REQUIRED TO TAKE ALL PRECAUTIONS NECESSARY TO INSURE THAT NO
STORM WATER/SEDIMENT AND/OR CONSTRUCTION DEBRIS ARE RELEASED FROM THE SITE. ANY RELEASES
SHALL BE CLEANED AND MITIGATED AT CONTRACTOR'S EXPENSE.
6.THE CONTRACTOR SHALL MAINTAIN A COPY OF THE STORMWATER POLLUTION PROTECTION PLAN ON SITE AT
ALL TIMES.
7.THE GENERAL CONTRACTOR SHALL CONDUCT SITE EROSION CONTROL INSPECTIONS EVERY 14 DAYS AND
SUBMIT IN LETTER FORM TO BYU-IDAHO AND THE ENGINEER OF RECORD ANY UPDATES, REVISIONS, CHANGES,
OR ADJUSTMENTS THAT HAVE BEEN MADE OR NEED TO BE MADE TO THE SWPPP PLAN AND TO ON SITE
EROSION CONTROL STRUCTURES AND DEVICES. THIS LETTER WILL INCLUDE AN ITEMIZED LIST INCLUDING
SPECIFIC DATES FOR EACH REVISED OR UPDATED ITEM AND ALSO ANY CORRECTIVE ACTIONS THAT HAVE OR
WILL TAKE PLACE. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND IT'S CONTENTS ARE A
PART OF THE CONTRACT AND BYU-IDAHO AND THE CONTRACTOR ARE CO-PERMITTEES ON THE SWPPP AND
THAT CONTRACTOR RESPONSIBILITIES ARE SPECIFIED IN THE SWPPP.
8.ANY DUST GENERATED FROM SITE CONSTRUCTION SHALL BE CONTROLLED BY SPRAYING WATER AND DUST
CONTROL POLYMERS AS NEEDED.
STORM & EROSION CONTROL
1.FOR ALL OF THE UTILITY LOCATES, CONTRACTOR SHALL CALL DIG-LINE AT 1-800-342-1585 TO LOCATE ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN
UTILITIES AND PLANS.
2.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SUPPLIED PROJECT DOCUMENTS AND SPECIFICATIONS
AND/OR REQUIREMENTS.
3.A PRE-CONSTRUCTION MEETING WILL BE HELD PRIOR TO COMMENCEMENT OF WORK, ALL CONTRACTORS,
SUBCONTRACTORS, AND/OR UTILITY CONTRACTORS, REQUIRED AGENCY PERSONNEL, AND THE OWNER'S
ENGINEER SHALL BE PRESENT.
4.THE CONTRACTOR SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR
THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING
WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH,
HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND SUCH
MATERIAL, WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATION OF PAVEMENTS.
ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED OF OFF SITE.
5.THE OWNER'S SURVEYOR WILL SET CERTAIN CONTROL POINTS WHICH ARE CRITICAL TO THE CONSTRUCTION
STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT THE TIME THEY ARE SET AND THE
CONTRACTOR SO NOTIFIED. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING CONTROL POINTS FOR
DURATION OF THE PROJECT AFTER INITIAL SETTING AND WILL BE RESPONSIBLE FOR RE-ESTABLISHING ANY
PROJECT CONTROL POINTS THEREAFTER. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING.
6.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH
ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN THE CONSTRUCTION AREA.
7.ALL MATERIALS FURNISHED FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING
AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH
PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THESE REQUIREMENTS AT THE REQUEST OF
THE AGENCY, THE ENGINEER, AND OWNER.
8.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT MIGHT BE OCCASIONED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
9.ALL WORK IS ON PRIVATE PROPERTY.
10.ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE
CONTRACTORS ACCOUNT.
11.THE CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL CROSSINGS
AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WHEN
ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
12.WORK SUBJECT TO APPROVAL BY ANY AGENCY MUST BE INSPECTED AND APPROVED PRIOR TO (A) PLACING
OF CONCRETE, (B) PLACING OF AGGREGATE BASE, (C) PLACING OF ASPHALT PAVING, AND (D) BACKFILLING
TRENCHES FOR PIPE. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM
THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER.
13.ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE
SUPPLIED PROJECT DOCUMENTS AND SPECIFICATIONS.
14.MISCELLANEOUS SMALL STRUCTURES SUCH AS FENCING, MAILBOXES, SIGNS, IRRIGATION AND DRAINAGE
FACILITIES, AND UTILITY POLES, LINES AND APPURTENANCES WHEN NECESSARY TO REMOVE OR DISTURB,
SHALL BE REPLACED OR RECONSTRUCTED TO EQUAL OR BETTER THAN THEIR CONDITION PRIOR TO
DISTURBANCE AT CONTRACTOR'S EXPENSE.
15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIALS, WATER,
WASTE SITES, AND ANY OTHER MATERIALS SOURCES AS REQUIRED FOR PROJECT COMPLETION.
16.CONTRACTOR SHALL PROVIDE & RETAIN EVIDENCE OF ALL PERMITS PERTAINING TO THE CLEARING AND
GRUBBING OF THE SITE.
17.OWNER WILL HIRE A MATERIALS TESTING FIRM TO PROVIDE ALL TESTING NECESSARY TO COMPLY WITH WITH
THE SUPPLIED PROJECT DOCUMENTS AND SPECIFICATIONS. SUCH TESTS SHALL BE SUBMITTED TO THE
ENGINEER.
18.THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO EXISTING UTILITIES WITH THE APPROPRIATE
BYU-IDAHO PERSONNEL.
19.WITHIN 2 WEEKS AFTER THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF AS-BUILT
PLANS TO THE ENGINEER.
20.ALL PARKING, STOP, TRAFFIC, PEDESTRIAN, OR OTHER SIGNS AND MONUMENTS WITHIN THE PROJECT LIMITS
WILL BE REMOVED, STORED, AND REINSTALLED BY THE CONTRACTOR.
21.CONCRETE WASHOUT TO OCCUR OFF SITE AT A DESIGNATED WASHOUT AREA. DESIGNATED WASHOUT AREA
TO BE PROVIDED BY OWNER.
GENERAL NOTES
CIVIL GENERAL
NOTES
C-001Know what's below.
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Engineering Company
Mechanical/Electrical/Plumbing Consultants
377 West 800 North Salt Lake City, Utah 84103
Tel: (801) 322-0487 Fax: (801) 322-0490
SHEET NUMBER
SHEET DESCRIPTION
HEATH PROJECT No:
CHECKED BY:
DRAWN BY:
DATE:
REVISIONS:
MBH
KJW
MARCH 30, 2020
PROJECT PHASE:
PROJECT DESIGNATION:
20
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CONSTRUCTION DOCUMENTS 03/30/2020
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DocuSign Envelope ID: E30EF890-0BB7-4716-8EE3-A90165E064CD
3/27/2020
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0 5 10
0 5 10
1" = 5'
EXISTING ENCLOSURE PLAN
1 2 3 4 5
D
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Engineering Company
Mechanical/Electrical/Plumbing Consultants
377 West 800 North Salt Lake City, Utah 84103
Tel: (801) 322-0487 Fax: (801) 322-0490
SHEET NUMBER
SHEET DESCRIPTION
HEATH PROJECT No:
CHECKED BY:
DRAWN BY:
DATE:
REVISIONS:
MBH
KJW
MARCH 30, 2020
PROJECT PHASE:
PROJECT DESIGNATION:
20
2
0
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CONSTRUCTION DOCUMENTS 03/30/2020
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1.CONTRACTOR TO VERIFY ALL INFORMATION ON THESE PLANS IN
THE FIELD.
2.UTILITIES SHOWN IN APPROXIMATE LOCATION ONLY.
CONTRACTOR TO VERIFY LOCATION AND DEPTHS OF UTILITIES
SHOWN AND NOT SHOWN ON THESE PLANS.
3.SEE MECHANICAL DEMOLITION PLANS SHEETS FOR DEMOLITION
OF EXISTING ICE BANK AND COMPONENTS
4.REPAIR AND RESTORE ANY IRRIGATION LINES THAT ARE
DAMAGED DUE TO CONSTRUCTION ACTIVITIES TO IN AS GOOD OR
BETTER CONDITION. COORDINATE WITH BYU-IDAHO.
GENERAL SHEET NOTES
DEMOLITION SHEET KEYNOTES
01 REMOVE CMU/BRICK ENCLOSURE WALL , FOUNDATION, AND
FOOTING
02 REMOVE BRICK ENCLOSURE WALL, FOUNDATION, FOOTING
03 REMOVE CONCRETE EQUIPMENT PAD
04 REMOVE METAL GATE
05 REMOVE EXISTING TREES, SHRUBS, LANDSCAPE CURBING AND
VEGETATION AS REQUIRED FOR CONSTRUCTION OF NEW
ENCLOSURE
06 REMOVE EXISTING IRRIGATION LINES, HEADS, ETC. AS REQUIRED
FOR NEW CONSTRUCTION
07 REMOVE CONCRETE APRON/LANDING
08 REMOVE EXISTING GUARD RAIL ON TOP OF RETAINING WALL
20 PRESERVE AND PROTECT EXISTING SIDEWALK
21 PRESERVE AND PROTECT EXISTING SITE LIGHT POLE AND BASE
22 PRESERVE AND PROTECT EXISTING RETAINING WALL
23 PRESERVE AND PROTECT EXISTING WATER LINE
24 PRESERVE AND PROTECT EXISTING ELECTRICAL TRANSFORMER
25 PRESERVE AND PROTECT UNDERGROUND COMMUNICATION LINE
26 PRESERVE AND PROTECT EXISTING STORM DRAIN LINE
27 PRESERVE AND PROTECT EXISTING CONCRETE STAIR AND
LANDING
28 PRESERVE AND PROTECT EXISTING BUILDING WALL
01 8'-0" CHAINLINK PRIVACY FENCE, VINYL COATED BLACK WITH
PRIVACY SLATS, RE: A1/C-501
02 8'-0" CHAINLINK PRIVACY GATE, VINYL COATED BLACK WITH
PRIVACY SLATS, RE: B1/C-501
03 6'-0" CHAINLINK PRIVACY MAN GATE, VINYL COATED BLACK WITH
PRIVACY SLATS,RE: C3/C-501
04 EQUIPMENT PAD
- HD DUTY CONCRETE, RE: C2/C-501
- THICKENED EDGE SLAB, RE: C3/C-501
- EXPANSION JOINT AGAINST BUILDING WALL, RE: C1/C-501
- IN SLAB CONSTRUCTION & CONTROL JOINT, RE: A3/C-501
05 REVEGETATE OR PLACE GROUND COVER IN KIND TO RESTORE
AREA TO PREVIOUS CONDITION. PLACE MINIMUM 1'-0" OF TOPSOIL.
GRADE BACK TO NEW ENCLOSURE WALL AT 3:1 SLOPE MAXIMUM
AND 3.0% MINIMUM.
06 6'-0" CHAINLINK FENCE ON TOP OF EXISTING RETAINING WALL,
VINYL COATED BLACK WITH PRIVACY SLATS, RE: A1/C-502
REMODEL SHEET KEYNOTES
A1
C-
5
0
2
TOP OF NEW
SLAB=4900.20
MCKAY LIBRARY
B1
1" = 5'
ENCLOSURE PLANA1
SITE PLANS
C-101
MCKAY LIBRARY
01
02
03
04
04
05
05
07
20
21
22
23
24
25
26
04
08
27
01
01
01
02
10
'
2
7
.
2
4
'
24.22'
3
0
.
5
5
'
1
7
.
7
1
'
9
.
2
3
'
18.13'03
4'
05
05
06
A2
C-502
20
06
2821 LF
LIMITS OF
CLEAR & GRUB
LIMITS OF
CLEAR & GRUB
30.35'
CONSTRUCTION
JOINT (TYP.)
CONTROL
JOINT (TYP.)
DocuSign Envelope ID: E30EF890-0BB7-4716-8EE3-A90165E064CD
3/27/2020
9"6"3"03" = 1'-0"
EXPANSION JOINT AT WALL & SLABC1
1/
4
"
3/8"
CLOSED CELL NON-EXTRUDING
PVC EXPANSION
JOINT FILLER
FLOOR SLAB
BACKER ROD
POLYSULFIDE SEALANT
CONCRETE
2'1'1/2'01" = 1'-0"
THICKENED EDGE SLABC3
24
18
SLAB, RE: PLAN
#4 DOWELS @ 24" OC
CHAIN LINK FENCE, RE: PLAN
1'
-
0
"
8"
0 1'2'4'1/2" = 1'-0"
HEAVY DUTY CONCRETE PAVINGC2
6"
UNDISTURBED
NATIVE MATERIAL
SUB-BASE
RE: GOTECHNICAL
REPORT FOR
SUBGRADE
PREPERATION
12" MIN. SUBBASE
(1" UNCRUSHED AGG. BASE)
SUBGRADE
SEPARATION
FABRIC
6" GRANULAR FILL
(CRUSHED AGG. BASE)
6" CONCRETE
(4,000 PSI)
6"
16
"
NOTE:
RE: PLANS FOR CONTROL JOINT AND EXPANSION JOINT
SPACING.
#4 BAR AT 18" O.C.
EACH WAY
N.T.S.
FENCE - CHAIN LINKA1
10' MAX. SPACING
CONNECTOR
LINE POST
TOP RAIL WITH WIRE
CLIPS @ 12" OC
12
"
3'
-
6
"
3" MIN.
4"
BRACE RAIL, PIPE
LOCATE AT TERMINUS,
CORNERS, AND GATES
GALV TRUSS
ROD
STRETCHER
BARS
BANDS @ 14" OC
2" DIAMOND MESH
CHAINLINK
TENSION WIRE WITH
WIRE CLIPS @ 12" OC
12" SQ OR ROUND CONC.
FOUNDATION 3000 PSI MIN, TYP
CORNER POST
6'
-
0
"
O
R
8
'
-
0
"
(R
E
:
P
L
A
N
S
)
3'
-
0
"
SELVAGES
TWISTED & BARBED
SELVAGES KNUCKLED
CONCRETE SLAB,
RE: PLANS
NOTES:
1.SEE SPECIFICATIONS FOR MATERIALS & SIZES.
2.POSTS, SELVAGES, MESH CHAINLINK, ETC.TO BE
VINYL COATED BLACK.
3.BEIGE PRIVACY SLATS TO BE INSTALLED IN ALL
MESH CHAINLINK
N.T.S.
GATE - CHAIN LINK DOUBLE SWINGB1
8'
-
0
"
12
"
5'
-
0
"
GATE OPENING VARIES, RE: PLANS
2"
3" MIN.
3"
2"
SEE FENCE
DETAIL
TENSION BARS
GALV TRUSS
ROD (TYP)
2" DIAMOND MESH
CHAINLINK
FULL INTERNAL WELD (TYP)PIPE GATE
POST, WITH
FRAME HINGE
BANDS
12
"
PIPE GATE FRAME
18" SQ. OR ROUND CONC
BLOCK 2500 PSI MIN
12" SQ OR ROUND
CONC FOUNDATION
PLUNGER ROD ON
ONE GATE LEAF
LOCKING DEVICE
BRACE
NOTES:
1.SEE SPECIFICATIONS FOR MATERIALS & SIZES.
2.SEE FENCE DETAIL FOR BRACING AT GATE.
3.POSTS, SELVAGES, MESH CHAINLINK, ETC.TO BE
VINYL COATED BLACK.
4.BEIGE PRIVACY SLATS TO BE INSTALLED IN ALL
MESH CHAINLINK
CONC SLAB,
RE: PLANS
32'16'8'01/16" = 1'-0"
MAN GATE - CHAIN LINKC4
6'
-
0
"
4'-0" MAX CAPS ON ALL POSTS
PIPE POST
PIPE POST &
FRAME HINGE
2" DIAMOND MESH
CHAIN LINK
LATCH WITH
PADLOCK
GATE FRAME
NOTES:
1.SEE SPECIFICATIONS FOR MATERIALS & SIZES.
2.SEE FENCE DETAIL FOR BRACING AT GATE.
3.POSTS, SELVAGES, MESH CHAINLINK, ETC.TO BE VINYL
COATED BLACK.
4.BEIGE PRIVACY SLATS TO BE INSTALLED IN ALL MESH
CHAINLINK
RE: A1/C-502 FOR
POST FOUNDATION
N.T.S.
SLAB ON GRADE JOINTA3
POUR #1
POUR #2
POUR #1
POUR #2
2"2"
T/10 2T
/
5
2T
/
5
PROVIDE 1/4" WIDE
SLOT FILLED
WITH JOINT SEALER.T/
5
T
T/
3
EQ
.
.
10'10'
10
'
10
'
PLAN
MAX LENGTH OF POUR WITHOUT
CONTROL JOINT = 10'-0"
COORDINATE JOINT LOCATIONS
WITH PLANS
SLAB
REINFORCING
1/8" FIBERBOARD STRIP,
ZIP STRIP OR SAW CUT,
USE 1/4" JOINT SEALER
"A-A"
CONSTRUCTION JOINT
CONTROL JOINT
"B-B"
BB
B
B
A
A
SLAB
REINFORCING
MA
X
W
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PO
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'
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DETAILS
C-501
1 2 3 4 5
D
C
B
A
Engineering Company
Mechanical/Electrical/Plumbing Consultants
377 West 800 North Salt Lake City, Utah 84103
Tel: (801) 322-0487 Fax: (801) 322-0490
SHEET NUMBER
SHEET DESCRIPTION
HEATH PROJECT No:
CHECKED BY:
DRAWN BY:
DATE:
REVISIONS:
MBH
KJW
MARCH 30, 2020
PROJECT PHASE:
PROJECT DESIGNATION:
20
2
0
I
C
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B
A
N
K
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P
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CH
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&
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C
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19096
CONSTRUCTION DOCUMENTS 03/30/2020
15381
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THEW B . H I L L
DocuSign Envelope ID: E30EF890-0BB7-4716-8EE3-A90165E064CD
3/27/2020
0 1'2'4'1/2" = 1'-0"
ENCLOSURE FENCE CONNECTION TO
EXISTING RETAINING WALLA1
2'
-
6
5
/
8
"
±
CORE DRILL WALL
FOR FENCE POST
AND PLACE
NON-SHRINK GROUT
CHAIN LINK FENCING
(RE:PLANS)
FINISH
GRADE
10"
2'
-
0
"
EXISTING
RETAINING WALL
EXISTING
SIDEWALK
0 1'2'4'1/2" = 1'-0"
MECHANICAL EQUIPMENT ENCLOSURE SOUTH ELEVATIONA2
17'-10 1/2"
6'
-
0
"
EXISTING
ENCLOSURE
WALL
NEW CHAIN LINK
FENCING AND POSTS,
RE: A1/C-501 (SIM.)
NOTE:
PRIVACY SLATS NOT SHOWN
FOR CLARITY.
EXISTING
BUILDING
OVERHANG
MAN GATE,
RE: C4/C-501
EXISTING
STAIRS
EXISTING
RETAINING
WALL
FENCING / GATE FOUNDATION
DETAIL, RE: A1/C-502
FENCING FOUNDATION
DETAIL, RE: A1/C-502
6'-9 3/8"6'-9 1/4"4'-0"
Y:
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:
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:
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A
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PR
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D
:
3/
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:
3
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P
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DETAILS
C-502
1 2 3 4 5
D
C
B
A
Engineering Company
Mechanical/Electrical/Plumbing Consultants
377 West 800 North Salt Lake City, Utah 84103
Tel: (801) 322-0487 Fax: (801) 322-0490
SHEET NUMBER
SHEET DESCRIPTION
HEATH PROJECT No:
CHECKED BY:
DRAWN BY:
DATE:
REVISIONS:
MBH
KJW
MARCH 30, 2020
PROJECT PHASE:
PROJECT DESIGNATION:
20
2
0
I
C
E
B
A
N
K
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P
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A
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BY
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19096
CONSTRUCTION DOCUMENTS 03/30/2020
15381
P R O F E S S I O N A L E
N
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E
R
L I C E N SE
D
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A
TE O F I D A H O
M
A
T
THEW B . H I L L
DocuSign Envelope ID: E30EF890-0BB7-4716-8EE3-A90165E064CD
3/27/2020