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C-CZC Site Plan-20200629BS 89°08'29" E 269.32'S 00°59'18" W 256.59'N 89°00'54" W 286.93'N 00°28'38" E 268.86'S 44°07'06" E28.29N 00°43'59" E7.11'(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)(oh)IRIRIR(gas)(gas)XXXX X X OVERLAND DRIVE102' ACHD R/WS. WOODSAGE AVE 60' ACHD R/W 71116777772091010111212121212121291.66'21.77'16.00'47.00'13.00'162428209.00'(TYP.)17.00'(TYP.)25.00'LANDSCAPE BUFFER10.00'LANDSCAPEBUFFER2122.83'17.83'19.00'2.83'R1.17'R3.83'R5.17'R3.17'13.00'7.00'5.00'48.01'12.50'R3.67'R5.17'R5.17'R5.17'7.00'7.00' 11.00'11.00'R11.17'3.72'2.72'R11.17'33.86'R3.83'2.83'13.33'6.67'14.00'6.33'11.83' 70.38'R2.83'3.84'6.66'15.00'7.00'0.59'0.50'81.48'25.52' 26.37'87.55'23.93'10.00'4.61'81.01'1160.00'HARDIN DRAINIRRIGATION EASEMENT20.00'LANDSCAPE BUFFEREASEMENT64.55'35.57'35.55'76.32'66.18'75.81'7.00'8.00'17.00'17.00'(TYP)9.00'(TYP)5 PARKING STALLS8 PARKING STALLS10 PARKING STALLS2 PARKINGSTALLS7 PARKING STALLS4 PARKING STALLS5 PARKING STALLS5 PARKING STALLS 4 PARKING STALLS8.00'8.00'2020820202020891111711626.00'CITY OF MERIDIANWATER & SEWEREASEMENT222222222225262727282929292929295.00'303030303025.00'25.00'25.00'25.00'50.10'120.10'54.10'176.09'10.50'ACHDSIDEWALKEASEMENTIDAHO POWEREASEMENTCITY OFMERIDIANSEWER &WATEREASEMENT222217CONSTRUCTION KEYNOTESINSTALL ASPHALT PAVEMENT. SEE TYPICAL PAVEMENT SECTIONS,THIS SHEET.SAWCUT EXISTING ASPHALT, REPAIR PER ISPWC SD-303 TYPE-'P'(ACHD SUPPLEMENT)EXISTING ASPHALT/EDGE OF ASPHALTREMOVE EXISTING ASPHALTPROPOSED FIRE TURN AROUNDINSTALL CONCRETE DUMPSTER PAD. SEE DETAILS. SEE LANDSCAPE /ARCHITECTURAL PLAN FOR TRASH ENCLOSURE DETAILSINSTALL 10" VERTICAL EXTRUDED CURB (NO GUTTER), SEE DETAILINSTALL SIDEWALK, PER ISPWC SD-709. ALL SCORING/JOINTPATTERNS PER ISPWC SD-714/714A. WIDTH PER PLAN.VAN ACCESSIBLE HANDICAP STALL, PER ADA SECT. 502, SEE DETAILSINSTALL HANDICAP PARKING SIGN - VAN ACCESSIBLE R7-8AHANDICAP ACCESS AISLE, PER ADA SECT. 502., SEE DETAILS4 IN WIDE WHITE PAINT STRIPINGLANDSCAPED AREA, SEE LANDSCAPE PLANLANDSCAPED PLANTING ZONE, SEE LANDSCAPE PLAN6' CLOSED VISION FENCE AT PERIMETER OF PROPERTY. SEEARCHITECTURAL PLANSTORMWATER INFILTRATION SWALE AREA. SEE GRADING & STORMWATER PLANSEE IRRIGATION PLAN FOR GRAVITY IRRIGATION CONNECTION &DETAILS.EXISTING FENCE TO REMAINREMOVE EXISTING FENCETHICKENED EDGE WALKEXISTING DRIVE APPROACH (TO REMAIN)EXISTING SIDEWALK, TO REMAINBICYCLE RACK. SEE ARCHITECTURAL PLANS FOR DETAILSSLOPED SIDEWALK TO OPEN SPACEEXTERIOR PATIO COVERING, SEE ARCHITECTURAL PLANS FORDETAILSOUTDOOR PLAYGROUNDPROPOSED FENCING. SEE LANDSCDAPE PLANS FOR DETAILSADA ACCESSIBLE RAMPLANDSDCAPE ISLAND/AREA, SEE LANDSDCAPE PLAN FOR DETAILS123456789101112131415161718192021222425262728293026DEVELOPER:NOTES:PROJECT:DRAWN BY:SHEET NUMBER:REVIEWED BY:DATE:SCALE: 0REVISIONS:No.DATEREMARKSD:\Dropbox\EDM\Projects\Woodsage\Drawings\C-CZC Site Plan.dwg 2815 E 3300 S, Salt Lake City, UT 84109(801) 305-4670 wvvw.edmpartners.com1" = 20'10204060Woodsage School1651 W. Overland Dr.Site Plan forCertificate of Zoning ComplianceERBERBJune 29, 2020CZC-1 1.All sanitary sewer improvements shall conformwith the standards and specifications of theCity of Meridian.2.All culinary water improvements shall conformwith the standards and specifications of theCity of Meridian.3.All improvements in the public right of wayshall conform with the standards andspecifications of the Ada County HighwayDistrict (ACHD) and the Idaho Standards ForPublic Works Construction -ACHD Supplement(ISPWC-ACHD), .4.All private improvements shall conform to IdahoStandards For Public Works Construction(ISPWC) standards and specifications.5.Contractor to field locate and verify thehorizontal and vertical location of all utilitiesprior to beginning work.1651 S. OVERLAND ROAD, MERIDIAN, IDAHO 83642WOODSAGE DAYCARE & MONTESSORI SCHOOLSURVEY CONTROLSITE STATISTICS:TOTAL SITE GSF:79,405 SF1.82 AC*BUILDING 1:6,030 GROSS SQ FOOTPRINTTYPE II-B*BUILDING 2:10,044 GROSS SQ FOOTPRINT TYPE II-B16,074 TOTAL GROSS SQ FT. (FOOTPRINT)HEIGHT RESTRICTIONS:35'-0" MAX HEIGHTEXISTING ZONING:ZONED L-0SETBACKS & EASEMENTS:FRONT0' PROPERTY LINE SETBACK25' ARTERIAL LANDSCAPE BUFFER10' LOCAL LANDSCAPE BUFFERSIDE10' PROPERTY LINE SETBACKREAR10' PROPERTY LINE SETBACKBUFFER TO 20' LANDSCAPE BUFFER TORESIDENTIAL ADJACENT RESIDENTIALIRRIGATION:WATER RIGHTS BEHIND KENNEDY LATERALWATER RIGHTS=UNKNOWNWATER MASTER=DEXTER KING(208) 809-0720PARKING48 STANDARD PARKING STALLS 2 ADA ACCESSIBLE PARKING STALLS50 PARKING STALLS TOTALIRRIGATIONIRRIGATION WATER SOURCE TO BE FROM GRAVITYIRRIGATION CONNECTION.LOT 1, BLOCK 1 SAGEWOOD SUBDIVISION, 3N, 1W, 24 CITY OF MERIDIAN, IDAHOOWNER917 s. ALLIANTE PL.BOISE, ID 83709(208) 724-6239CONTACT: JARRON LANGSTONCIVIL/SITE ENGINEER:PO BOX 6925BOISE, ID 83707(208) 891-9968CONTACT: TED BURKE, PEEDM PARTNERSARCHITECT:1891 N. WILDWOOD ST.BOISE, ID 83713(208) 353-0734CONTACT:(A)GLENN WALKER, AIA, NCARBADP ARCHITECTSEPIC DEVELOPMENTLANDSCAPEARCHITECT:404 S. 8TH ST., SUITE 154BOISE, ID 83702(208) 716-4787CONTACT:(LS)JESSE BUSTER, PLASTACK ROCK GROUPPAVEMENT SECTION TABLEDUMPSTER PADAPSHALTIC CONCRETELIGHT DUTY- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFYSUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.MATERIAL SPECIFICATIONS:ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF ISPWC, SECTION 810 CLASS IIIPLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWCSTANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.AGGREGATE BASE:MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATEMATERIALS.STRUCTURAL SUBBASE: GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTSDETAILED IN THE STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT THAT THEMAXIMUM MATERIAL DIAMETER IS NO MORE THAN 23 THE COMPONENT THICKNESS.GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 801,TABLE 1.SEE GEOTECHREPORTN/A12.0"N/A2.5"RIGID PAVEMENT6.0"N/A8.0"4.0"6.0"CRUSHED AGGREGATE BASESTRUCTURAL SUBBASECOMPACTED SUBGRADESEE GEOTECHREPORTSEE GEOTECHREPORTCONCRETE6.0"N/A6.0"- IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY THE PROJECT GEOTECH.MAP PATTERNASPHALT NOTE:1)CONTRACTOR TO EXTEND ASPHALT 2" BEYOND LOCATION OF TOP BACK OF CURB, WHERE CURB ISSHOWN. REFER TO EXTRUDED CURB DETAIL, THIS SHEET.10" EXTRUDED CURB DETAIL1) All contours were derived from City of Meridian BM B 416,Elev = 2620.36' using GPS observations and are on NAVD 83Datum.2) Project Temporary Benchmark Elevation were establishedby GPS observations. - TBM #1 = Set Chiseld Box in TBC 3.5' West of C/L Catch BasinSouth Side of Overland Road Elev = 3258.12' - TBM #2 = Set Chiseled Box in Back of Sidewalk @ SoutheastCorner of Project. Elev = 2614.71PARCEL # R7689290010INSTRUMENT #20170103666/29/2014176STATEOFI DA H O R EGISTEREDPRO F E S SI ONALENGINEEREDWARD R. BUR KE