PZ - Site Plan (Lot Specific) — — —— — — — — — — Automatic Underground Irrigation Notes: Project Information: `� ,._.,
® A. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND PROPOSED RESTAURANT/BAR/RETAIL BUILDING =� ��1/►� THE
I SPRINKLER SYSTEM WHICH ENSURES COMPLETE COVERAGE AND PROPERLY
I I w SD SD ° ° ZONED FOR REQUIRED WATER USES. CLIENT/OWNER/DEVELOPER:WADSWORTH DEVELOPMENT GROUP, LLC � LAN D
3:1I o CONTACT: BRAD .
I I B. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE ADDRESS: 166 E.. 14000 14000 S. SUITE 210 GROUP
I WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE. DRAPER, UT 84020
C. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. PHONE: 801.748.4088
- — — — — — — — — — ° L D. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO EMAIL: BRAD@WADSDEV.COM
PROVIDE WATER TO RESPECTIVE HYDRO-ZONES.
E. ELECTRONIC WATER DISTRIBUTION/TIMING CONTROLLERS ARE TO BE PROVIDED. ARCHITECT: DESIGN WEST ARCHITECTS
CL) W W W— ® — — - — ° MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS: CONTACT: CJ LINDBERG
W W — - — — — _ _ E.A. PRECISE INDIVIDUAL STATION TIMING
CIO`o W W� — ' E.B. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES LO ADDRESS: S W
I I W LOGAN, LIT 84321
— — — — — — — — — — — -1 — — — — ——— — —�— — E.C. AT LEAST ONE PROGRAM FOR EACH HYDROZONE PHONE: 435.752.7031
E.D. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF EMAIL: CJL@DESIGNWESTARCHITECTS.COM
— — — — — W W— E.E. POWER FAILURE BACKUP FOR ALL PROGRAMMED INDIVIDUAL VALVED
NOT A PART. REFER W �/_ WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE
I TO THE EAGLE W WATER TO RESPECTIVE HYDRO-ZONES. ENGINEER, LANDSCAPE ARCHITECT, PLANNER:THE LAND GROUP, INC.
COMMONS AT USTICK NOT-A-PART. REFER - — — — — CONTACT:TAMARA THOMPSON, PLANNER
TO THE EAGLE — _ — — — JIM GUTE, CIVIL ENGINEER
AND EAGLE PROJECT
1 .8 COMMONS AT USTICK •� - —� Material Legend: MATTHEW T.ADAMS, LANDSCAPE ARCHITECT
y' AND EAGLE PROJECT ° R ) ADDRESS: 462 E. SHORE DR., SUITE 100
LANDSCAPE AREA EAGLE ID 83616
5.5�\ `�, _— — — _ _ — — ^ �, ) STANDARD GRAY
°.� e _ SEE LANDSCAPE PHONE: 208.939.4041
CONCRETE
19' 19 25' 17 46''3 jd 11 o �� a '' ) �I PLAN SET L1.00 FLATWORK EMAIL: JAMES@TH ELAN DGROUPINC.COM
---- 1 co — — — SERIES
cr . 6 24.72' Project Calculations:
c21 a Ia 31 5' HEAVY DUTY �\ ASPHALT PAVING PARKING STALLS REQUIRED: 17 STALLS (8278/500 (1 STALL PER 500 SQ. FT. OF GROSS
� ¢ 7 3.81, CONCRETE PAVING FLOOR AREA))
NOT A PART. REFER - 16.09' 2 67 6 28, 6 IN VERTICAL CURB AND GUTTER PER ACHD SUP D 7 1 PARKING STALLS PROVIDED: 21 TOTAL (6 (19-FT X 9-FT) STALLS PER THIS PROJECT. 12
I` TO THE EAGLE 4 TYP. PROPOSED S (1 9-FT
COMMONS AT USTICK EAGLE X 9-FT) STALLS, AND 3 ADA STALLS PER THE EAGLE COMMONS AT USTICK AND
BUILDING EAGLE PROJECT.) —
AND EAGLE PROJECT 5BICYCLE PARKING STALLS REQUIRED: 1 PER 25 PARKING STALLS
W � _ II CALLOUT NUMBERS COORDINATED
— — 2 M NOT-A-PART. REFER Keynotes: #
�\�� I � � "'•� � �. � TO THE EAGLE u — TO NUMBERED NOTES BELOW.
COMMONS AT USTICK BICYCLE PARKING STALLS PROVIDED: 4 cc
2.67 AND EAGLE PROJECT 1. FIRE HYDRANT-NOT A PART. REFERENCE THE EAGLE COMMONS AT USTICK AND UJ
PROPOSED BUILDING SIZE: +/-8278 SQ. FT.
• �- -`-`� 68.91' 3.33' -------------- EAGLE PROJECT.
-
NOT A PART. REFER -, \ -+- - ---------- PROPER OT SIZE 4 58 SQ FT OR 1 02 ACRES
TO THE VILLASPORT 3 114.27' 2.11 2. ELECTRICAL LUMINAIRE AND POLE- NOT A PART. REFERENCE THE VILLASPORT PROPERTY/LOT 4,4 +/ .
MERIDIAN PROJECT '-\� '� 4 �� 16.28'
\ ; cc 24 I MERIDIAN PROJECT.
49 -- SETBACKS: SEE PLAN
•- ,a\M M M �,�� 31.5' 3. TRASH ENCLOSURE, SEE DETAILS 1, 2&3/C1.00 & 1 &2/C1.50.
�`.`. ��\ �* EASEMENT LOCATIONS: SEE PLAN
M\ �����\`*`�"?\ M ` J 4. PARKING STALL MARKING. COLOR, TYPE, WIDTH,AND FINISH TO MATCH STALL
\ M -
I \ �I• •-•,•-•, - \ 30'GRAVITY IRRIGATION MARKINGS FOUND ON THE EAGLE COMMONS AT USTICK AND EAGLE PROJECT.
` "'�`�., �'`.�.�.� EASEMENT LINE \ N\ Site Plan Notes:N 5. DRIVE-THRU LANE DELINEATION MARKING y
SO NOT-A-PART. REFER +�- - --- St-I 1f— 6. BICYCLE RACK. SEE DETAIL 3/C1.50. 1. ALL DIMENSIONS ARE MEASURED TO FACE OF CURB UNLESS OTHERWISE
\ TO THE VILLASPORT — - - —
� 7. LANDSCAPE IRRIGATION DOMESTIC WATER POINT OF CONNECTION WITH METER SPECIFIED.
MERIDIAN PROJECT
AND BACKFLOW PREVENTION DEVICE. SERVICE TEED FROM WATER STUB FOR y
"GIRR BUILDING PAD, PER MERIDIAN CITY STANDARD SPECIFICATIONS AND
\\
� ` 36"GI R — 36"GIRR 36"GI R REQUIREMENTS. O
6"GIRR 36"GIRR 36"GIRR Z
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NOTE: CMU WALL CAP 16" DIA. CONCRETE FOUNDATION
4
CMU WALL CAP 1. VERIFY LOCATION OF a
UNDERGROUND (1) #5 REBAR
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STRUCTURAL'B' DECK FULLY WELDED TO TUBE FRAME, UTILITIES PRIOR TO GROUT SOLID FINISH GRADE
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—I I F III , CONSTRUCTION
SWING LATCH —
CANE BOLT Project No.: 119025
Date of Issuance: 12/10/2020
NOTE: 6"DEPTH CRUSHED Project Milestone: CZC
AGGREGATE BASE NOTE:
1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE 8" 8" 8" 1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE FOUNDATIONS. CZC
' TYPE 1 (3/4" MINUS) Site Plan
a � FOUNDATIONS.
PER ISPWC SECTION 2
802
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Trash Enclosure - Front Elevation Trash Enclosure - Section Trash Enclosure - Bollard
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Scale: NITS Scale: NITS Scale: NTS
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18,
24" 6' 6'
6"DIA. STEEL PIPE CONCRETE FILLED.
FINISH WITH PAINT-COLOR SELECTION
BY OWNER
r 8"CMU 1„ 6„ 2-1/2"SQUARE X 3/16"THICK STEEL
O TUBE. FINISH WITH PAINT-COLOR
SELECTION BY OWNER.
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6"DIA. STEEL BOLLARD
FILLED WITH CONCRETE T
2" 3"
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T 1"
CONCRETE CONTROL 2-1/2"X 2-1/2"x 3/16"THICK STEEL
JOINTS 6"DIA. STEEL PIPE PLAN ANGLE, DIAGONAL BRACE
CONCRETE FILLED EMBEDDED
INTO CONCRETE FOOTING. (FOOTING
SIMILAR TO BOLLARD DETAIL)
22 GAUGE CORRUGATED GALVANIZED
8"CMU WALL 8"CMU WALL SHEET METAL SIDING. FINISH WITH PAINT cc
o -COLOR SELECTION BY OWNER.
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WITH PAINT-COLOR SELECTION
BY OWNER.
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1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE FOUNDATIONS.
1
Trash Enclosure - To View Trash Enclosure - Gate Supports CA a 2 as
Scale: NTS Scale: NTS 10
Revisions
1.
CONCRETE FLATWORK PER PLANS
CORE DRILL 4" DIA.x 6"DEEP.
FILL HOLES WITH HIGH STRENGTH 2
PART EPDXY GROUT.
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AGGREGATE BASE COURSE
E PER ISPWC SECTION-8000 31 Project No.: 119025
NOTES: Date of Issuance: 12/10/2020
1. HOOP RACK BY DERO. Project Milestone: CZC
2. FINISH/COLOR PER OWNER SELECTION. cZc
2 3. SPACING REQUIREMENTS PER MANUFACTURER'S SPECIFICATIONS. Site Details
4. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS.
Bike Rack
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