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TO THE VILLASPORT 3 14.31,
- MERIDIAN PROJECT
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NOT -A -PART. REFER
TO THE VILLASPORT — — — — — — —-
- MERIDIAN PROJECT
36"GIRR -�;-- RR 35°GIRR --
36"GI-
- 6 GIF�R 36"GI'4R
IDZC=Site Plan
Horizontal Scale: 1" = 20'
Trash Enclosure - Front Elevation
NOTE:
1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE
FOUNDATIONS.
® ! Automatic Underground Irrigation Notes:
+.°�
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M I
EAGLE PROJECT I
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do _ 3.96'
6.28'
24.65'
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31.5,
3.05' 6.28' —
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2.17' TO THE EAGLE
J •+ COMMONS AT USTICK
2.05' AND EAGLE PROJECT
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6.28,
2
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31.5'
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36"GIRR 36"GIRR
NOTE:
1. VERIFY LOCATION OF
UNDERGROUND
UTILITIES PRIOR TO
DRILLING FOR
CONCRETE
FOUNDATIONS.
2
(1) #5 REBAR
GROUT SOLID
(1) #5 REBAR
(VERT.) AT 32"
O.C. GROUT
SOLID
(1) #5 X CONT. I
FINISH GRADE I
MIMIEl l
N -11 I-1 I I-1 I I °
=III=III
-111
6" DEPTH CRUSHED
AGGREGATE BASE 8" 8" 8"
-TYPE 1 (3/4" MINUS)
PER ISPWC SECTION 21
802
Trash Enclosure - Section
A. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND
SPRINKLER SYSTEM WHICH ENSURES COMPLETE COVERAGE AND PROPERLY
ZONED FOR REQUIRED WATER USES.
B. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE
WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE.
C. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS.
D. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO
PROVIDE WATER TO RESPECTIVE HYDRO -ZONES.
E. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED.
MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS:
E.A. PRECISE INDIVIDUAL STATION TIMING
E.B. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES
E.C. AT LEAST ONE PROGRAM FOR EACH HYDROZONE
E.D. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF
E.E. POWER FAILURE BACKUP FOR ALL PROGRAMMED INDIVIDUAL VALVED
WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE
WATER TO RESPECTIVE HYDRO -ZONES.
Material Legend:
LANDSCAPE AREA STANDARD GRAY
SEE LANDSCAPE CONCRETE
' PLAN SET L1.00
FLATWORK
SERIES
HEAVY DUTY ASPHALT PAVING
CONCRETE PAVING
6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD-701
CALLOUT NUMBERS COORDINATED
Kevnotes: # TO NUMBERED NOTES BELOW.
1. FIRE HYDRANT - NOT A PART. REFERENCE THE EAGLE COMMONS AT USTICK AND
EAGLE PROJECT.
2. ELECTRICAL LUMINAIRE AND POLE - NOT A PART. REFERENCE THE VILLASPORT -
MERIDIAN PROJECT.
3. TRASH ENCLOSURE, SEE DETAILS 1, 2 & 3/C1.00 & 1 & 2/C1.50.
4. PARKING STALL MARKING. COLOR, TYPE, WIDTH, AND FINISH TO MATCH STALL
MARKINGS FOUND ON THE EAGLE COMMONS AT USTICK AND EAGLE PROJECT.
5. DRIVE-THRU LANE DELINEATION MARKING
6. BICYCLE RACK. SEE DETAIL 3/C1.50.
7. LANDSCAPE IRRIGATION DOMESTIC WATER POINT OF CONNECTION WITH METER
AND BACKFLOW PREVENTION DEVICE. SERVICE TEED FROM WATER STUB FOR
BUILDING PAD, PER MERIDIAN CITY STANDARD SPECIFICATIONS AND
REQUIREMENTS.
CMU WALL CAP
CMU WALL
6" DEPTH CONCRETE
SLAB
4" DEPTH CRUSHED
AGGREGATE BASE -
TYPE 1 (3/4" MINUS)
PER ISPWC SECTION
e. 802
(2) #5 BARS CONT.
(2) #5 BAR
Proiect Information:
PROPOSED RESTAURANT/BAR/RETAIL BUILDING
CLIENT/OWNER/DEVELOPER: WADSWORTH DEVELOPMENT GROUP, LLC
CONTACT: BRAD WATSON
ADDRESS: 166 E.14000 S. SUITE 210
DRAPER, UT 84020
PHONE: 801.748.4088
EMAIL: BRAD@WADSDEV.COM
ARCHITECT: DESIGN WEST ARCHITECTS
CONTACT: CJ LINDBERG
ADDRESS: 255 S 300 W
LOGAN, UT 84321
PHONE: 435.752.7031
EMAIL: CJL@DESIGNWESTARCHITECTS.COM
ENGINEER, LANDSCAPE ARCHITECT, PLANNER: THE LAND GROUP, INC.
CONTACT: TAMARA THOMPSON, PLANNER
JIM GUTE, CIVIL ENGINEER
MATTHEW T. ADAMS, LANDSCAPE ARCHITECT
ADDRESS: 462 E. SHORE DR., SUITE 100
EAGLE, ID 83616
PHONE: 208.939.4041
EMAIL: JAMES@THELANDGROUPINC.COM
Project Calculations:
PARKING STALLS REQUIRED: 17 STALLS (8278/500 (1 STALL PER 500 SQ. FT. OF GROSS
FLOOR AREA))
PARKING STALLS PROVIDED: 21 TOTAL (6 (19-FT X 9-FT) STALLS PER THIS PROJECT. 12
(19-FTX 9-FT) STALLS, AND 3 ADA STALLS PER THE EAGLE COMMONS AT USTICK AND
EAGLE PROJECT.)
BICYCLE PARKING STALLS REQUIRED: 1 PER 25 PARKING STALLS
BICYCLE PARKING STALLS PROVIDED: 4
PROPOSED BUILDING SIZE: +/- 8278 SQ. FT.
PROPERTY/LOT SIZE: 44,458 SQ. FT. OR +/-1.02 ACRES
SETBACKS: SEE PLAN
EASEMENT LOCATIONS: SEE PLAN
Site Plan Notes:
1. ALL DIMENSIONS ARE MEASURED TO FACE OF CURB UNLESS OTHERWISE
SPECIFIED.
ROUND CONCRETE CAP
PAINT TWO COATS EXTERIOR
ENAMEL - COLOR SELECTION
BY OWNER
6" DIA. STEEL PIPE
CONCRETE FILLED
CEMENT WASH SLOPED 1"
ABOVE PAVING
16" DIA. CONCRETE FOUNDATION
6" DEPTH CRUSHED AGGREGATE
BASE - TYPE 1 (3/4" MINUS)
PER ISPWC SECTION 802
3
FINISH GRADE
P�
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NOTE:
1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE FOUNDATIONS.
Trash Enclosure -Bollard
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Revisions
1
1.
NOT FOR
CONSTRUCTION
Project No.: 119025
Date of Issuance: 02/26/2021
Project Milestone: CZC
CZC
Site Plan
C1.00
Scale: NTS
Scale: NTS
Scale: NTS