2019-40_R&A_A-1.0_Site Plan-CZC1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10
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PROJECT
TEAM
NAME:
PHONE:
ADDRE56:
OWNER
TIMOTHY WILLIAMS
(200) 902 -a162
535 N LOCUST GROVE RID, # 110
MERIDIAN, IDAHO 153642
ARCHITECT
ARCHITECTURE NORTHWEST, PA
(200) 461-3311
224 16TH AVENUE SOUTH
NAMPA, IDAHO a3651
CIVIL ENGINEER
ASPEN ENGINEERS
(200) 466 -alai
1619 L INDER ROAD, STE: 110
KUNA, IDAHO a3634
LANDSCAPE ARCHITECT:
RODNEY EVANS + PARTNERS
(200) 514-3300
1014 S. LA POINTE STREET
5015E, IDAHO a3106
v\./I -A I V"%.i I I \./ "/\ I �/ I I I v.'�
ASPHALT DRIVE
20'-0" INGRESS AND EGRESS EASEMENT.
(SEE RECORDED EASEMENT INSTRUMENT
NO. 111012573)
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PROPOSED SITE PLAN nf
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KEYNOTES
O PARKING LOT STRIPING TO MEET GITY OF THE MERIDIAN
REQUIREMENTS, TYPICAL.
O INTERNATIONAL HANDICAP SYMBOL AT HANDICAP PARKING
STALLS, TYPICAL. REFER TO DETAIL SITE DETAILS ON SHEET
A - Id.
0 4" THICK CONCRETE SIDEWALK (WIDTH VARIES, SEE PLAN). REFER
TO CIVIL DWGS AND DETAILS, SLOPE 1/4"/FT. AWAY FROM
BUILDING. NOTE: INSTALL CONTROL JOINTS AT 5'-0" O.C., MAX.
O CMU BLOCK TRASH ENCLOSURE WITH CONCRETE 5LA5 AND
APRON AND STEEL GATES. REFER TO DETAILS
O HANDICAP ACCESS AISLE WITH 4" WIDE BLUE STRIPING AT 10"
O.C.
O ADA SIGNAGE. REFER TO DETAIL 2/A-1.1.
O ASPHALT PAVED DRIVE LANES AND PARKING LOT, REFER TO
CIVIL DRAWINGS.
0 BIKE RACK, REFER TO DETAIL 9/A-1.1.
O HANDICAP ACCESSIBLE RAMP. REFER TO CIVIL DRAWINGS.
I,a NEW CONTINUOUS PARKING LOT -LANDSCAPING CURBING.
REFERENCE CIVIL SITE PLAN IN CIVIL DRAWINGS.
D EXISTING 50D LAWN AND/OR TREES IN SU51DIVI5I0N
LANDSCAPED COMMON AREA TO REMAIN.
12 NEW LANDSCAPING AREA OR PLANTER BED. SEE LANDSCAPE
PLAN, SCHEDULES, AND DETAILS ON SHEET L1.0.
13 NEW ARTIFICIAL FIELD TURF OUTDOOR TRAINING AND 'WARM-UP'
AREA. TO BE 36 FT, X 100 FT. FIELD TURF TO BE SELECTED BY
OWNER, CONTRACTOR INSTALLED.
WRENCH RE-5ETTA5LE STEEL BOLLARDS (E.G. MAXIFORCE OR
APPR. EQUAL). BOLLARDS TO COMPLY WITH PROVISIONS OF
2015 IFC 503.5.
NEW FIRE HYDRANT LOCATION. HYDRANT TO BE LOCATED
WITHIN 100 FT OF FIRE RISER ROOM.
16 FIRE EQUIPMENT HAMMERHEAD TURNAROUND. EACH LEG TO BE
MIN. 26 FT WIDE AND MIN. 60 FT IN LENGTH FROM
PERPENDICULAR CENTERLINE AS SHOWN.
NEW MONUMENT SIGN LOCATION. SIGN TO BE SELECTED OR
APPROVED BY OWNER AND CONTRACTOR INSTALLED. NEW SIGN
TO COMPLY WITH MERIDIAN CITY SIGN ORDINANCE.
la 4" THICK CONCRETE PATIO. SLOPE 1/4"/FT AWAY FROM BUILDING.
NOTE: INSTALL CONTROL JOINTS AT 5'-0" O.C., MAX.
SITE RECAP
TOTAL PROJECT SITE: 19,192 5Q. FT, (1.810 ACRES)
AREA CALCULATIONS
TOTAL BUILDING FP:
15,314
SQ. FT.,
19%
OF
SITE
LANDSCAPE AREA (EXIST.)
&,090
SQ. FT.,
10%
OF
SITE
LANDSCAPE AREA :
12,204
SQ. FT. ,
15%
OF
SITE
PAVEMENT AND WALKS:
31,592
SQ. FT,,
40%
OF
SITE
UNIMPROVED GROUND:
11,115
SQ. FT,,
11%
OF
SITE
PARKING
REQUIRED: ONE SPACE PER 500 SF OF BUILDING
19,162 5F / 500 = 3a.324 SPACES
HC ACCESSIBLE 2 SPACES
STANDARD 3a SPACES
PROVIDED: HC ACCESSIBLE 3 SPACES
STANDARD 53 SPACES
TOTAL 56 SPACES
BIKE PARKING
REQUIRED: 1 PER 25 PARKING SPACES = 2 BIKE SPACES
PROVIDED: 5 BIKE SPACES
CITY ZONING- CURRENT ZONE: I-L (TO REMAIN W/ CUP)
ADJACENT ZONING:
NORTH: I -L
SOUTH: I-L
EAST : L-O
WEST : I-L
SETBACKS:
FRONT- 0'-0"
REAR- 0'-0"
SIDES- 0'-0"
STREET- 35'-0"
MAX. BLDG. HEIGHT- 50'-0"
GENERAL SITE NOTES
1. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR PROPER
REMOVAL TECHNIQUES AND DISP05AL OF DEBRIS. CLEARING
WORK SHALL BE COORDINATED WITH ALL AFFECTED UTILITY
COMPANIES AND SHALL CONFORM WITH CITY, COUNTY, AND STATE
CODES AND ORDINANCES FOR THE PROPER D 15P05AL OF
DEBRIS.
2, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING, IDENTIFYING AND PROTECTING ANY UTILITIES THAT
ARE TO REMAIN FOR DAMAGE. ANY UTILITY LINES THAT ARE
IDENTIFIED BY THE LOCAL UTILITY COMPANIES AS ACCEPTABLE
FOR REMOVAL SHALL BE DONE IN ACCORDANCE WITH THE
STANDARDS E5TA15L15HED BY THE UTILITY COMPANY AFFECTED.
3. ALL NEW PLUMBING, MECHANICAL, AND ELECTRICAL SERVICES
INTO THE NEW CONSTRUCTION AREAS SHALL BE DONE IN
ACCORDANCE WITH ALL STATE AND LOCAL CODES AND
ORD INANCE5.
4, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
PLANS AND 2015 EDITION OF THE INTERNATIONAL BUILDING
CODE.
5. VERIFY ALL EXISTING CONDITIONS AND CHECK ALL DIMENSIONS
AND ELEVATIONS PRIOR TO STARTING ANY WORK. INFORM THE
ARCHITECT OF ANY DISCREPANCIES FOUND PRIOR TO
PROCEEDING WITH THE WORK.
6. ALL STORM WATER 15 TO BE RETAINED ON 51TE AND DIRECTED
TO RETENTION AREAS INDICATED ON CIVIL DRAWINGS.
1, ALL PLANTS ARE TO CONFORM TO THE AMERICAN A550CIATION
OF NURSERYMAN STANDARDS IN TERMS OF 51ZE AND QUALITY.
a. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND
DRAINAGE DESIGN.
9. REFER TO CIVIL DRAWINGS FOR EXTENT OF GRAVEL
PARKING AREA5 AND 1DRIVEWAY5, AND LOCATION OF
A5f=HALT PAfR<ING STALLS
ARCHITECTUREIW
NORTHWEST, PA
RANDALL HAVERFIELD A.I.A.
224 16th AVENUE SOUTH
NAMPA, IDAHO 83651
OFFICE: (208) 467-3377
FAX: (208)467-4343
www.arcnw.com
C O P Y R I G H T
All rights reserved.
Reproduction without
written permission of
Architecture Northwest, PA
is unlawful and subject to
criminal prosecution.
Seals
SCHEMATIC
DESIGN
PACKAGE
PRELIMINARY
NOT FOR
CONSTRUCTION
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JOB NO: 2019-40
DATE:
26 AUG 2020
DRAWN BY:
MLG
CHECKED BY:
RH
Drawing Title
ARCH.
SITE PLAN
Sheet Number
1 2 3 4 5 6 7 8 9 10
Am I .O
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