Application MaterialsApplicant name:SHANE SANDERS, SANDERS ASSOCIATES ARCHITECTS Phone:
Applicant address:2668 GRANT AVE., OGDEN, UT 84401 Email:shane@sandersarch.com
Owner name:NATHAN SHEPHERD, MOUNTAIN AMERICA CREDIT UNION Phone:Fax:
Owner address:9800 S. MONROE ST., SANDY, UT 84070 Email:nshepherd@macu.com
Administrative
Applicant Information
Type of Review Requested
File number:A-2021-0103
Assigned Planner:Joseph Dodson
Related Files:
Subject Property Information
Location/street address:6161 N TEN MILE RD
Assessor's parcel number(s):R5330761200
Township, range, section:4N1W27
Agent name (e.g. architect, engineer, developer, representative):SHANE SANDERS
Firm name:SANDERS ASSOCIATES ARCHITECTS Phone:Fax:
Address:2668 GRANT AVE.Email:shane@sandersarch.com
Contact name:Phone:Fax:
Contact address:Email:
Project/Application Name:Mountain America Credit Union - CZC
Description of Work:Certificate of Zoning Compliance for a new single-story, 4,276 square foot financial institution with a
detached drive-through on 1.16 acres of land in the C-G zoning district.
Project Description
Planning Division
ADMINISTRATIVE APPLICATION
33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642
Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org
1
Application Information
33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642
Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org
2
APPLICATION TYPES
Is this application exempt from fees?:No
Certificate of Zoning Compliance - CZC:CHECKED
Does project have prior approval?:Yes
Does your project contain new construction and/or modifications to an existing
building or the site?:
No
ADDRESS VERIFICATION
Address Verification Permit Number:LDAV-2021-0209
TYPE OF USE PROPOSED
Commercial:CHECKED
PUBLIC WORKS INFRASTRUCTURE
Does this project require the extension of public infrastructure?:No
PROPERTY INFORMATION
General Location:Lost Rapids Subdivision Block 01 Lot 12
Current Land Use:None
Total Acreage:1.159
Prior Approvals (File Numbers):H-2021-0019, A-2021-0063
ZONING DISTRICT(S)
C-G:CHECKED
PROJECT INFORMATION
Site Plan Date (MM/DD/YYYY):05/12/2021
Landscape Plan Date (MM/DD/YYYY):05/12/2021
Percentage of Site Devoted to Building:8.47
Percentage of Site Devoted to Landscaping:29.25
Percentage of Site Devoted to Paving:62.58
Who will own and Maintain the Pressurized Irrigation System in this Development:MACU
Proposed Building Height:28'
Existing Floor Area (If Applicable):N/A
Gross Floor Area Proposed:4389sf
Number of Standard Parking Spaces Provided:30
Number of Compact Parking Spaces Provided:0
Number of Employees:15
Number of Residential Units:N/A
Minimum Square Footage of Living Area (Excluding Garage):N/A
In Reclaimed Water Buffer:Yes
TIME EXTENSION INFORMATION
Number of months extension:24
APPLICATION DISCLAIMER
I have read and accept the above terms:CHECKED
Your signature:Shane Sanders
33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642
Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org
3
May 14, 2021
Community Development: Building Services
33 E Broadway Avenue, Suite 102
Meridian, ID 83642
Project Narrative
Mountain America Federal Credit Union (MACU) is a financial institution with headquarters
based in Draper, UT and looking to serve its members by expanding further in the Meridian
area.
The branch building design is planned to be a 4,389 sf building footprint which includes offices
and spaces for conducting financial transactions. The drive-up canopy is planned to be 1,025 sf
footprint. The footprint has been designed to service member’s banking needs within the
location area and designed to accommodate up to 15 employees to service those needs.
Also included will be a drive thru with two (2) dedicated drive-thru teller lanes and one (1)
dedicated drive-thru ATM lane. MACU has determined through past experience that during
peak times the drive-thru need will require three (3) lanes in order to meet the appropriate
demand. MACU’s hours of operation are 9am-6pm M-F and 9am-3pm on Saturday (closed
Sunday).
MACU would like to break ground by spring 2021. Construction for typical MACU branches
takes five – six months for completion. Currently, MACU is requesting Certificate of Zoning
Compliance for construction on this property.
Sincerely,
M. Shane Sanders, AIA, NCARB
Managing/Design Principal
SANDERS ASSOCIATES ARCHITECTS
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
5432
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Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836461
AWA Project No.
City Approval
C0.0
Cover
Sheet
5-12-2021
PROFESSIO N A L L A ND S
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2020-19
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Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
5432
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Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836461
AWA Project No.
City Approval
C0.1
DEMOLITION
PLAN
5-12-2021
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
5432
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Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836461
AWA Project No.
City Approval
C1.1
SITE
PLAN
5-12-2021
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
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Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836461
AWA Project No.
City Approval
C2.1
GRADING
PLAN
5-12-2021
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
5432
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B
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Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836461
AWA Project No.
City Approval
C2.2
GRADING
DETAILS & NOTES
5-12-2021
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
5432
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Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836461
AWA Project No.
City Approval
C3.1
UTILITY
PLAN
5-12-2021
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
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Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836461
AWA Project No.
City Approval
C4.1
Details
5-12-2021
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
5432
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Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836461
AWA Project No.
City Approval
C4.2
Details
5-12-2021
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
5432
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Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836461
AWA Project No.
City Approval
C5.1
EROSION CONTROL
PHASE 1 & DETAILS
5-12-2021
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
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Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836461
AWA Project No.
City Approval
C5.2
EROSION CONTROL
PHASE 2 & DETAILS
·
·
·
·
5-12-2021
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
5432
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B
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Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836461
AWA Project No.
City Approval
L1.1
LANDSCAPE
PLAN JLA -16905AREDMAN
S
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ANDS C A P E A RCHITECT**W:\20-073 MACU Meridian, ID\dwgs\20-073ls.dwg, 5/12/2021 10:21:11 AM,1:105-12-2021
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
5432
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Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836461
AWA Project No.
City Approval
L2.1
IRRIGATION
PLAN JLA -16905AREDMAN
S
CI
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H
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ANDS C A P E A RCHITECT**W:\20-073 MACU Meridian, ID\dwgs\20-073ir.dwg, 5/12/2021 10:51:52 AM,1:105-12-2021
Sheet Number
2020-19
No.Date Description
Drawing Title
SAA Project No.
RevisionProject Name#
No.Date Description
Issued
---NOT FOR CONSTRUCTION54321
5432
A
B
C
D
A
B
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Consultant
Seal
MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836461
AWA Project No.
City Approval
L3.1
LANDSCAPE &
IRRIGATION
DETAILSJ LA -16905AREDMAN
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ANDS C A P E A RCHITECT**W:\20-073 MACU Meridian, ID\dwgs\20-073ir.dwg, 5/12/2021 10:35:28 AM,1:105-12-2021
FG
S-1
MC-1
D2
AE202
D2
AE202
OWNER PROVIDED
DRIVE-THRU SIGNAGE
B.O. FOOTING
50.75
T.O. WALL
73.29
B.O. FOOTING
52.75
87
MC-1
S-1
STN-1
3' - 0"AE202
D4
B.O. FOOTING
52.75
T.O. WALL
73.29
B.O. FOOTING
50.75
F G
S-1
MC-1
STN-1D2
AE202
D2
AE202
T.O. WALL
73.29
B.O. FOOTING
52.75
8 7
S-1
MC-1
STN-1
D2
AE202
D2
AE202
B.O. FOOTING
52.75
T.O. WALL
73.29
1' - 6"4' - 0"
6"MIN.6"MIN.2' - 6"REFER TO PLAN2' - 0" MIN.PRE-MANUF. BOLLARD
WRAP, (BY OWNER)
JOINT FILLER
W/ SEALANT
CONCRETE
PAVINGCONCRETE
ISLAND, REINF.
W/ #4 @ 18"
O.C., B.W.
STEEL PIPE
BOLLARD (REFER
TO DETAIL FOR
SIZE), FILL W/
CONCRETE
12" DIA.
CONCRETE
FOOTING
REFER TO DETAIL
FG
B2
AE202
AE202
B1
AE202
D2
PREFINISHED METAL COPING
MEMBRANE ROOFING
OVER TAPERED INSULATION
VAT TUBING, BY DIEBOLD
METAL SOFFIT
CONCRETE
ISLAND
VAT TUBING: GENERAL CONTRACTOR TO PROVIDE &
INSTALL CLEAN, FINE, & WASHED FILL SAND, W/ NO
MORE THAN MAX. OF 1/8" AGGREGATE. SAND IS TO
BE FILLED 6" BELOW, 12" ABOVE & 18" ON SIDES OF THE
PNEUMATIC TUBES. SAND IS TO BE HAND FILLED W/
LIBERAL AMOUNTS OF WATER TO PROMOTE LEVELING,
SETTLING & ELIMINATE AIR POCKETS & HAND TAMPED.
(NO MECHANICAL LOADERS OR TAMPING
COMPACTORS ARE TO BE ALLOWED) (ASTM C144-11).
AE202
D3
DECK BEARING
71.29
NOTE: TOP AND BOTTOM ELEVATIONS OF DRIVE-THRU ARE
REFERENCING CIVIL ELEVATIONS. CIVIL ELEVATIONS ARE USED
ON THIS SHEET ONLY. THE REST OF THE CONSTRUCTION
DOCUMENTS REFER TO ARCHITECTURAL ELEVATION OF 100' - 0".
B.O. FOOTING
52.75
B.O. FOOTING
50.75
SOFFIT
67.29
T.O. WALL
73.29
T.O. PIER
55.79
T.O. PIER
56.59
APPROXIMATE
EXISTING GRADE
STRUCTURAL FILL, REFER TO
GEOTECHNICAL REPORT
REMOVE EXISTING NON-ENGINEERED FILL SOILS. REPLACE W/ STRUCTURAL FILL,
REFER TO GEOTECHNICAL REPORT IN SPECIFICATIONS. (GEOTECHNICAL
ENGINEER SHALL OBSERVE THE FOOTING / FOUNDATION / CONCRETE SLAB /
CONCRETE PAVEMENT / EXTERIOR FLATWORK EXCAVATIONS TO IDENTIFY THAT
ALL UNSUITABLE SOILS HAVE BEEN REMOVED AND THAT SUI TABLE SOILS HAVE
BEEN ENCOUNTERED, BEFORE PROCEEDING WITH FOOTING CONSTRUCTION).
PROVIDE NEW STRUCTURAL FILL AS REQUIRED IN THE GEOTECHNICAL REPORT.
8 7
B3
AE202 AE202
B1
DECK BEARING
71.29
SOFFIT
67.29
T.O. WALL
73.29
APPROXIMATE
EXISTING GRADE
REMOVE EXISTING NON-ENGINEERED FILL SOILS. REPLACE W/ STRUCTURAL
FILL, REFER TO GEOTECHNICAL REPORT IN SPECIFICATIONS. (GEOTECHNICAL
ENGINEER SHALL OBSERVE THE FOOTING / FOUNDATION / CONCRETE SLAB /
CONCRETE PAVEMENT / EXTERIOR FLATWORK EXCAVATIONS TO IDENTIFY THAT
ALL UNSUITABLE SOILS HAVE BEEN REMOVED AND THAT SUITABLE SOILS HAVE
BEEN ENCOUNTERED, BEFORE PROCEEDING WITH FOOTING CONSTRUCTION).
PROVIDE NEW STRUCTURAL FILL AS REQUIRED IN THE GEOTECHNICAL REPORT.
STRUCTURAL FILL, REFER TO
GEOTECHNICAL REPORT
T.O. WALL
SEE ELEVATION
DECK BEARING
SEE SECTIONS T.O. BEAM
SEE SECTIONS
7"
SOFFIT
SEE R.C.P.PLYWOOD SHEATHING
PREFINISHED METAL
SOFFIT PANELS
PREFINISHED METAL 'L' TRIM AT REVEAL,
(INSTALL SEALANT AT JOINTS)
WOOD NAILERS
STRUCTURAL CLIP,
REFER TO STRUCTURAL
LIQUID-APPLIED AIR
& WATER BARRIER
3 5/8" STRUCTURAL
STUDS
STEEL BEAM, REFER
TO STRUCTURAL
PLYWOOD SHEATHING
FIBER CEMENT LAP
SIDING, BLIND NAIL
STEEL DECK
MEMBRANE
ROOFING OVER
TAPERED INSULATION
PREFINISHED
METAL FLASHING
AE202
D1
PRE-FINISHED
METAL COPING
4 1/4"1/2"TREATED
PLYWOOD
FASTENER W/
NEOPRENE WASHER
@ 12" O.C.
ROOF MEMBRANE TO
EXTEND UP PARAPET
OVER TOP & FACE OF
SHEATHING
5/8" GYP. SHEATHING
STRUCTURAL STUDS,
REFER TO STRUCTURAL
ROOF MEMBRANE
STRIP OVER TOP &
FACE OF BLDG.
SEAL TO PARAPET
ROOF MEMBRANE
4 1/2"TREATED
WOOD SHIMS
WRAP CAP W/
MEMBRANE
LAG SCREW 32" O.C.
FIBER CEMENT LAP
SIDING, BLIND NAIL
PLYWOOD SHEATHING,
REFER TO STRUCTURAL
LIQUID-APPLIED AIR
& WATER BARRIER
T.O. WALL
REFER TO ELEVATIONS
3' - 0"1' - 6"1' - 6"8 3/4"6"1' - 0"PNEUMATIC
TUBES N.I.C.
12" CLEAN FILL SAND W/ NO MORE
THAN 1/8" AGGREGATE ABOVE
VAT TUBING: GENERAL CONTRACTOR
TO PROVIDE & INSTALL CLEAN, FINE, &
WASHED FILL SAND, W/ NO MORE THAN
MAX. OF 1/8" AGGREGATE. SAND IS TO
BE FILLED 6" BELOW, 12" ABOVE & 18"
ON SIDES OF THE PNEUMATIC TUBES.
SAND IS TO BE HAND FILLED W/ LIBERAL
AMOUNTS OF WATER TO PROMOTE
LEVELING, SETTLING & ELIMINATE AIR
POCKETS & HAND TAMPED. (NO
MECHANICAL LOADERS OR TAMPING
COMPACTORS ARE TO BE ALLOWED)
(ASTM C144-11).
4' - 1 1/4"
ASPHALT PAVING OVER
GRAVEL BASE, REFER TO CIVIL
MEMBRANE
FLASHING (3" LAP)
LIQUID APPLIED
AIR & WATER
BARRIER, CONT.
METAL FLASHING
W/ 6" MIN.
VERTICAL LEG,
SET IN SEALANT
LATICRETE
MORTAR
STONE VENEER
(3/4" TO 1 1/2")
1/4" CONCRETE
BACKER BOARD
LIQUID-APPLIED
AIR & WATER
BARRIER
FIBER CEMENT
LAP SIDING,
BLIND NAIL
SANDERS ASSOCIATES ARCHITECTS
2668 Grant Avenue
Ogden, Utah 84401
Phone: 801.621.7303
www.sandersarch.com
SAA
Sheet Number
Drawing Title
SAA Project No.
Consultant
Seal
RevisionProject Name#
No. Date Description
Issued
54321
54321
A
B
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A
B
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D
City Approval
AE202
DRIVE-THRU
ELEVATIONS, SECTIONS,
& DETAILS
2020-19MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836463/16" = 1'-0"
A5
DRIVE-THRU NORTH ELEVATION
3/16" = 1'-0"
A3
DRIVE-THRU EAST ELEVATION
3/16" = 1'-0"
A1
DRIVE-THRU SOUTH ELEVATION
3/16" = 1'-0"
B5
DRIVE-THRU WEST ELEVATION
EXTERIOR MATERIAL SCHEDULE
MARK MANUF. PRODUCT COLOR / FINISH
EXTERIOR PAINT
EP-1 SHERWIN
WILLIAMS
EXTERIOR PAINT SW6990 CAVIAR 251-C2,
EGGSHELL
MASONRY
STN-1 DELTA STONE STONE VENEER IVORY WHITE
MECHANICAL SCREEN
MS-1 GEOLAM QUALITA 020C EBONY, END CAPS @ ALL EXPOSED
ENDS
METAL
MC-1 SEE SPEC. 076200 PRE-FINISHED METAL
COPING
SEE SPEC.
METAL PANEL
MP-1 ALPOLIC METAL PANEL SBR BRONZE
SIDING
S-1 FIBER CEMENT LAP
SIDING
CEDAR TEXTURE FINISH, PAINT
SW7026 GRIFFIN
ST-1 FIBER CEMENT LAP
SIDING TRIM
CEDAR TEXTURE FINISH, PAINT
SW7026 GRIFFIN
1/2" = 1'-0"
D3
ISLAND & BOLLARD DETAIL
3/16" = 1'-0"
B3
DRIVE-THRU SECTION
3/16" = 1'-0"
B2
DRIVE-THRU SECTION
1 1/2" = 1'-0"
B1
CANOPY DETAIL
3" = 1'-0"
D1
PARAPET DETAIL
3/4" = 1'-0"
D4
TRENCH DETAIL
3" = 1'-0"
D2
WALL DETAIL
No. Date Description
3 1/2"4"PRE-FINISHED METAL COPING
8" CMU
STONE
VENEER
(3/4" - 1 1/2")
2X WOOD PLATE W/
PLYWOOD CAP, SLOPE
FRAMING, BOLTED @ 32" O.C.
MEMBRANE FLASHING
3' - 6"2' - 0"6"1' - 4"
PRE-MANUF. BOLLARD
CAP ("TOPGARDCAP
OR EQUAL), PAINT
4" DIA. STEEL PIPE
BOLLARD, FILL W/
CONCRETE, PAINT EP-1,
REFER TO EXTERIOR
MATERIAL SCHEDULE
16" DIA. CONCRETE
FOOTING
3/4"1 1/2"3/4"
INSTALL FIBER
WEEPS @ 24"
O.C. MAX.
PVC FLASHING
MEMBRANE
(SHAPE TO WALL)
FLASHING
STONE
VENEER
(3/4" - 1 1/2")
8" CMU
FOUNDATION
WALL
1' - 0"2' - 1"TYP.
2' - 0"
STORAGE FINISH FLOOR
REFER TO CIVIL
FOUNDATION WALL, CONT.
6" X 6" X 1/4" TUBE STEEL GATE
COLUMNS, (REFER TO
STRUCTURAL) W/ PAINTED FINISH.
COLOR: EP-1, REFER TO EXTERIOR
MATERIAL SCHEDULE
STONE VENEER (3/4" - 1 1/2")
8" CMU
T.O.M
6' -0" ABOVE
STORAGE FLOOR
SEE CIVILSLAB EL. VARIES6' - 11" COL. LENGTH W/ GROUTCONT. FOOTING
CONC. SLAB ON
GRAVEL BASE,
REFER TO CIVIL
SHEET METAL
COPING ON BUILT-
UP WOOD NAILERS
2X JOISTS, REFER
TO STRUCTURAL
2X LEDGER, REFER
TO STRUCTURAL
8" CMU, REFER
TO STRUCTURAL
STONE VENEER (3/4" -
1 1/2"), COLOR TO
MATCH BUILDING
T.O.M.
5' -4" ABOVE
FINISH FLOOR
10" CMU, REFER TO
STRUCTURAL
PIPE BOLLARDS, PAINT
EP-1, REFER TO EXTERIOR
MATERIAL SCHEDULE
6" CONCRETE SLAB 6"
OVER GRAVEL BASE CONCRETE FOOTING
& FOUNDATION,
REFER TO STRUCTURAL
4" CONCRETE SLAB
OVER 4" GRAVEL BASE
R-19 BATT INSULATION
5/8" GYP. BD. (PAINT)
PLYWOOD SHEATHING,
REFER TO STRUCTURAL
TPO MEMBRANE ROOFING
(WRAP OVER PARAPET)
T.O.M.
10' -0" ABOVE
FINISH FLOOR
FINISH FLOOR
REFER TO CIVIL
INSTALL MEMBRANE
FLASHING &
SEALANT TO SEAL
CEILING VAPOR
RETARDER TO WALL
8" CMU, REFER
TO STRUCTURAL
STONE VENEER (3/4" -
1 1/2"), COLOR TO
MATCH BUILDING
FINISH GRADE
1/2
12
PLYWOOD
SHEATHING
TPO MEMBRANE ROOFING
(WRAP OVER PARAPET)
BLOCK OUT FOR SCUPPER
R-19 BATT INSULATION
W/ VAPOR RETARDER
5/8" GYP. BD. (PAINT)
OPEN WIRE SHELVING
48" W X 12" D X 72" H
(ULINE MODEL
NUMBER H-2937-72 OR
APPROVED EQUAL)
4" CONCRETE SLAB
OVER 4" GRAVEL BASE
INSTALL MEMBRANE
FLASHING & SEALANT TO
SEAL CEILING VAPOR
RETARDER TO WALL
4' - 0"6' - 0"10"
CONCRETE FOOTING &
FOUNDATION, REFER
TO STRUCTURAL
FINISH GRADE
DOWNSPOUT
STONE VENEER
(3/4" - 1 1/2")
COLOR TO MATCH
BUILDING
8" CMU, REFER TO
STRUCTURAL
SHEET METAL
CONDUCTOR
T.O. JOIST
8' -9" ABOVE
FINISH FLOOR
SHEET METAL SCUPPER,
PROVIDE MEMBRANE
FLASHING
STEEL LINTEL ANGLE
FINISH FLOOR
REFER TO CIVIL
CONCRETE FOOTING
& FOUNDATION,
REFER TO STRUCTURAL
ALUM. THRESHOLD
8 3/4" DEEP HOLLOW
METAL DOOR &
FRAME (PAINT)
STEEL LINTEL4"2X LEDGER, REFER TO
STRUCTURAL
2X JOISTS, REFER TO
STRUCTURAL
T.O.M.
10' -0" ABOVE
FINISH FLOOR
SHEET METAL COPING
ON BUILT-UP WOOD
NAILERS
3"3"5/8"1 1/2"
5/8" DIA. PAINTED
STEEL TIE ROD ON
BACK SIDE
CORRUGATED
METAL 'B' DECK,
WELD TO
FRAME, PAINT
3" X 3" X 1/4"
STEEL ANGLE
GATE FRAME,
PAINT
RETURN TOP
OF PIN 3"
3" X 3" X 1/4"
STEEL ANGLE
GATE FRAME,
PAINTED
STEEL PIPE
SLEEVES, WELD
TO FRAME
1" STEEL PIN
CONC. SLAB ON
BASE COURSE,
OVERLAIN ON
GRANULAR
SUBBASE COURSE,
REFER TO
GEOTECHNICAL
REPORT
STEEL PIPE
SLEEVE, GALV.
8"1' - 6"4"3"3"6"4"OUTDOOR STORAGE
201
AS101
A3
AS101
A2
TRASH CONTAINER LOCATION
4" DIA. PIPE
BOLLARD
4" DIA. PIPE
BOLLARD
CONCRETE LANDING,
REFER TO CIVIL
CONCRETE APRON,
REFER TO CIVIL
6" DIA. PIPE BOLLARD
2' - 0"FOOTING
BELOW, REFER
TO STRUCTURAL
B1
AS101
B3
AS101
A1
AS101
AS101C4
AS101
D5
AS101
D4
6' - 7"4' - 3"17' - 4"
5' - 4"12' - 0"8' - 8"201AD6
AS101
D6
AS101
CONCRETE
SPLASHBLOCK
SHEET METAL
DOWNSPOUT
STONE VENEER (3/4" -
1 1/2"), COLOR TO
MATCH BUILDING
12" X 12"
DOWNSPOUT
CONDUCTOR
PROVIDE OPENING
IN MASONRY FOR
SCUPPER
SHEET METAL COPING
LIGHT FIXTURE,
REFER TO
ELECTRICAL
SHEET METAL
COPING
FOOTING &
FOUNDATION,
REFER TO
STRUCTURAL
STONE VENEER (3/4" -
1 1/2"), COLOR TO
MATCH BUILDING
C5
AS101
FINISH FLOOR
REFER TO CIVIL
D6
AS101
FINISH FLOOR
REFER TO CIVIL
STONE VENEER (3/4" - 1 1/2"),
COLOR TO MATCH BUILDING
SHEET METAL COPING
LIGHT FIXTURE, REFER
TO ELECTRICAL
FOOTING &
FOUNDATION, REFER
TO STRUCTURAL
SHEET METAL COPING
5/8" DIA. PAINTED
STEEL TIE ROD ON
BACK SIDE, TYP.
CORRUGATED METAL
'B' DECK, PAINTED EP-1,
REFER TO EXTERIOR
MATERIAL SCHEDULE
(3) WELDED BARREL
HINGES PER DOOR.
RATED FOR THE
WEIGHT OF THE
DOOR, TYP.
T.O. GATE COLUMN
5'-11" ABOVE STORAGE FLOOR
HEAVY DUTY DOUBLE GATE LATCH. DAC STEALTH
SERIES, SENTRY LATCH OR APPROVED EQUAL
(T.O. GATE TO ALIGN W/ GATE COLUMN), TYP.
AS101
D2 D3
AS101
DOOR, REFER TO SCHEDULE,
PAINTED EP-1, REFER TO
EXTERIOR MATERIAL SCHEDULE 3' - 6"1' - 4"
PRE-MANUF. BOLLARD
CAP ("TOPGARDCAP
OR EQUAL), PAINT
6" DIA. STEEL PIPE
BOLLARD, FILL W/
CONCRETE, PAINT EP-1,
REFER TO EXTERIOR
MATERIAL SCHEDULE
16" DIA. CONCRETE
FOOTING
6"TO T.O. FOOTINGSTONE VENEER
(3/4" - 1 1/2"),
COLOR TO
MATCH BUILDING
SHEET METAL COPING
LIGHT FIXTURE,
REFER TO
ELECTRICAL
PIPE BOLLARD,
TYP.
FOOTING & FOUNDATION,
REFER TO STRUCTURAL
FINISH FLOOR
REFER TO CIVIL
D6
AS101
D6
AS101
C5
AS101
2' - 3"1' - 8"2" X 2" SQUARE TUBE
ARC BICYCLE RACK,
2 BIKE CAPACITY, BY
DERO BIKE RACK
CO., REFER TO SPEC.
SIDEWALK,
REFER TO CIVIL
BUILDING OUTLINE
LANDSCAPING,
REFER TO
LANDSCAPE
LANDSCAPING,
REFER TO
LANDSCAPE
AS101
D1
BICYCLE PARKING
REQUIRED: 2
PROVIDED: 2
CONCRETE SIDEWALK
OVER GRAVEL BASE
4" MIN. INSIDE DIA.
CORROSION RESISTANT
SLEEVE FILLED W/
EPOXY GROUT, REFER
TO MANUFACTURER'S
INSTALL INSTRUCTIONS
2" X 2" SQUARE TUBE
ARC BICYCLE RACK,
2 BIKE CAPACITY, BY
DERO BIKE RACK CO.,
REFER TO SPEC.2' - 11"3' - 4"
2"
SANDERSASSOCIATES ARCHITECTS
2668 Grant Avenue
Ogden, Utah 84401
Phone: 801.621.7303
www.sandersarch.com
SAA
Sheet Number
Drawing Title
SAA Project No.
Consultant
Seal
RevisionProject Name#
No. Date Description
Issued
54321
54321
A
B
C
D
A
B
C
D
City Approval
AS101
DUMPSTER SHED PLAN,
ELEVATIONS, & DETAILS,
& BIKE RACK DETAILS
2020-19MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836463" = 1'-0"
D6
COPING DETAIL
1/2" = 1'-0"
D5
BOLLARD DETAIL
3" = 1'-0"
C5
DRIP EDGE DETAIL
3/4" = 1'-0"
A1
DUMPSTER SECTION
1/2" = 1'-0"
B3
SHED SECTION
1/2" = 1'-0"
B1
SHED SECTION SIDE
3" = 1'-0"
D3
GATE DETAIL
1" = 1'-0"
D2
GATE DETAIL
3/8" = 1'-0"
A5
DUMPSTER SHED PLAN
3/8" = 1'-0"
A2
DUMPSTER SHED BACK ELEVATION
3/8" = 1'-0"
A3
DUMPSTER SHED FRONT ELEVATION
1/2" = 1'-0"
D4
BOLLARD DETAIL
3/8" = 1'-0"
C4
DUMPSTER SHED SIDE ELEVATION
3/8" = 1'-0"
D
BIKE RACK ENLARGED PLAN
1" = 1'-0"
D1
BIKE RACK MOUNTING DETAIL
No. Date Description
12.813.012.712.79.912.712.813.212.812.312.911.16.511.112.512.512.312.912.38.911.513.113.011.510.39.313.212.813.18.68.113.012.211.712.313.08.58.112.812.510.811.312.913.011.67.812.512.310.83.011.70.10.10.10.10.10.10.20.20.20.30.30.30.30.30.30.30.30.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.40.30.30.30.30.30.30.30.30.30.30.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.10.10.10.10.10.20.20.20.20.20.20.30.30.20.20.20.20.20.20.20.20.20.20.20.20.30.30.30.30.30.30.30.30.30.30.20.20.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.10.10.10.30.30.31.40.30.20.20.10.50.50.53.61.00.40.30.20.10.70.70.70.72.41.10.70.50.40.20.10.90.90.90.97.71.50.80.91.11.31.31.00.80.70.50.40.30.21.21.31.21.14.11.10.91.01.21.31.21.00.90.70.50.40.30.21.51.71.61.37.61.51.01.21.61.71.51.10.90.70.60.40.30.22.22.01.55.91.41.11.52.12.21.91.41.00.80.60.40.30.22.51.86.61.51.31.82.62.82.41.61.20.90.70.50.30.21.31.00.70.50.30.21.21.72.52.92.61.91.51.31.31.31.31.51.92.72.92.41.20.90.71.11.42.02.32.11.61.31.21.21.21.21.31.62.22.32.01.10.90.71.01.21.61.81.71.31.21.11.11.11.11.21.41.71.81.61.21.00.80.60.70.91.01.31.41.31.21.11.11.11.11.11.11.21.41.41.31.10.90.80.60.70.80.91.01.11.11.11.11.11.11.11.11.11.11.11.11.11.00.90.80.70.60.70.70.80.90.90.91.01.11.11.11.00.90.90.90.90.90.90.90.80.70.50.60.60.70.80.80.90.91.01.01.00.90.80.80.80.80.80.80.80.70.60.50.50.70.80.91.01.11.11.11.00.90.80.80.80.80.80.80.70.60.71.61.32.42.92.63.22.81.92.31.21.01.92.81.91.00.80.70.60.80.70.52.81.21.00.80.60.52.01.31.00.80.60.51.61.31.00.80.60.51.91.51.00.80.70.52.01.51.00.80.70.41.81.30.90.80.60.41.51.20.90.70.60.41.41.10.90.70.60.40.70.60.40.70.91.43.58.59.86.83.83.46.37.75.23.94.16.98.15.54.15.19.610.77.33.31.51.32.24.17.16.22.91.81.11.00.91.57.55.55.72.98.53.92.21.11.00.92.97.26.66.72.96.93.53.06.57.07.32.34.32.91.77.29.12.12.72.41.31.31.62.01.51.65.61.71.86.51.81.93.41.92.01.31.92.01.52.02.02.83.31.92.94.81.81.63.81.51.31.91.62.71.41.36.21.21.16.22.51.00.30.82.25.91.80.60.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.20.20.20.20.20.20.10.20.20.20.00.00.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.30.30.30.40.00.40.30.30.30.00.00.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.40.40.40.40.60.70.60.40.40.50.60.40.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.50.60.70.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.60.80.90.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.60.81.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.70.91.42.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.81.11.72.73.02.01.41.11.62.63.12.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.82.10.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.71.60.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.60.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.60.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.50.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.40.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.90.30.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.21.21.214.73.97.48.55.016.53.26.40.30.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.11.90.50.94.75.87.44.716.04.73.60.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.11.44.20.11.20.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.12.717.41.50.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.11.20.12.60.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.11.80.211.80.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.11.56.21.11.50.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.12.311.20.10.212.47.14.64.26.71.30.90.80.90.90.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.41.01.61.81.61.20.70.50.50.60.60.60.50.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.50.60.70.60.50.30.30.30.30.40.40.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.30.30.20.20.20.20.20.20.20.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.20.20.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0LOT 12LOT 131LC1-11P1-191P1-1(TYP.)GENERAL NOTES1.INFORMATION ON ES101, EL101 AND FIXTURE SCHEDULE SUPERCEDESINFORMATION SHOWN ON THIS SHEET.ScheduleSymbolLabelLampNumber LampsLumens Per LampLight Loss FactorWattageOB3-L05LED14920.96.1OB3-L15LED116080.917.7OB5-L15LED117580.917.7OC-L2WLED122510.928.7OL3-L1KLED14470.914.1OL4-L12LED14490.918.8OL6-L2KLED14470.928.2OW4-L2KLED144170.49719OW4-L32LED144170.934.6OW-L1KLED16930.925R31-L7KLED170960.951.34R32-L7KLED170960.9102.68RW-L2KLED120950.923.2StatisticsDescriptionSymbolAvgMaxMinMax/MinAvg/Min Property Line--North (undeveloped)0.3 fc0.4 fc0.1 fc4.0:13.0:1Drive-Thru11.5 fc13.2 fc3.0 fc4.4:13.8:1General Area0.2 fc17.4 fc0.0 fcN/AN/AParking1.1 fc7.7 fc0.1 fc77.0:111.0:1Property Line--East (N 10 Mile Road)0.2 fc0.3 fc0.0 fcN/AN/AProperty Line--South (?? Road)0.1 fc0.2 fc0.0 fcN/AN/AProperty Line--West (undeveloped)0.1 fc0.1 fc0.0 fcN/AN/ASidewalk3.6 fc10.7 fc0.3 fc35.7:112.0:1OB3-L15(3.5'OAH)OB3-L15(3.5'OAH)OB3-L15(3.5'OAH)OB3-L15(3.5'OAH)OB3-L15(3.5'OAH)OB3-L15(3.5'OAH)OB3-L15(3.5'OAH)OB3-L15(3.5'OAH)OB3-L15(3.5'OAH)P31-L7K(25'OAH)P32-L7K(25'OAH)P32-L7K(25'OAH)OB3-L15(3.5'OAH)6,RW-L2K(UNDER CANOPY)OW-L1K(8.5'OAH)OW-L1K(8.5'OAH)OL2-L07OL3-L1K(UNDER CANOPY)4,OL6-L2K(UNDER CANOPY)OC-L2W(8.5'OAH)OW4-L2K(UNDER CANOPY)4,OL6-L2K(UNDER CANOPY)OW4-L2K(UNDER CANOPY)OC-L2W(8.5'OAH)OC-L2W(8.5'OAH)OC-L2W(8.5'OAH)OC-L2W(8.5'OAH)OC-L2W(8.5'OAH)OC-L2W(8.5'OAH)Sheet NumberProject Name
TIME: 15 OCT 2013 - 12:25PM DPATTON - T:\JOBS\2021017 MACU - MERIDIAN\01 DRAWINGS\05 ELECTRICAL\SINE SOURCE PROJECT\SHEETS\ES102 PHOTOMETRIC SITE PLAN.DWGLAST SAVED: 07 Apr 21
Drawing Title12345DCBADCBA123452020-19SAA Project No.Revision#No.DateDescriptionIssuedSine
Source
Engineering
95 W Golf Course Road
Suite 102
Logan, Ut 84321
office: (435) 787-1445
fax: 1-877-207-3199
www.sinesource.net
+
-ConsultantMERIDIAN IDAHO BRANCH
MOUNTAIN AMERICA CREDIT UNION
6161 N. TEN MILE ROAD
MERIDIAN, ID 83642 City Approval4/7/2021ES102PHOTOMETRICSITE PLANA3SCALE 1" = 20'-0"PHOTOMETRIC SITE PLAN