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2019-40_R&A_A-1.0_Site Plan1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 G F E u N A E. PINE 7011;1=1;1 U 0 J Z K i'%TA = 0 k1k R A R ASPHALT DRIVE 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 20'-0'' INGRESS AND EGRESS EASEMENT. (SEE RECORDED EASEMENT INSTRUMENT NO. 111012573) �--�-�---------------- PROPOSED SITE PLAN 0 Z 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. Ia 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 ARCHITECTURE 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 0 H U A � 0 U x A U N U A 0 N Ob o �a JOB NO: 2019-40 DATE: 18 SEPT 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 mO SHEET 1 OF #