DWG_C1-01 SITE PLAN ENLARGEMENTWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD
SSSS
SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGV
PINDIVIVTGVIVIVIVIVIVIVIVIVIVIVGVXXXEP EP
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXEPEPEPEPEPEPEPEPEPWVWV
ADWWWVCODSSSSSD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDADRDRDRDRDRDRDRDRDRDRDRDRDRDMWRDRDRDRDRDRDDRDBOLBOLBOLBOLBOLBOLBOLBOLBOLBOLBOLBOLBOL2590259225922591259225922592259325942594
2
5
9
3
2592259225912
5
9
2
2592 2590259225932593
2593
2594
2
5
9
3
2
5
9
2
259325942
5
9
3
2593
2594
2592
2594
2593
2592
2592
25922
5
9
4
2593
2592G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
N00°35'21"E 603.49'IVIVIVSDSDSDSDSDSDSDD 2591
RDEP EP
XXXXXXXXXXXXX XEEACEEEEACVLTVLTVLTVLTVLTVLTVLTEEGGGGGGGGGGGGGGGGGGGG
G
G
G
G
G
G
G
G
GGGGG
G
G
GGGGGGGGGGGGGGGGG
SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SSS
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSDSDSDSDSDSDSDSDSD44.5"W BY 14.125"DON RIGHT ORSPECIFY DRAINLEFTCUTOUTD44.5"W BY 14.125"DON RIGHT ORSPECIFY DRAINLEFTCUTOUTD44.5"W BY 14.125"DON RIGHT ORSPECIFY DRAINLEFTCUTOUTDE1DDDCR
R
R
R
RR
CRDSRRRR DDD8''SS
8''SS8''SSSANSAN8''SS8''SS8''SS8''SS8''SS8''SS6''W6''W6''W6''W6''W6''W6''W6''W6''WSAN4''W4''W4''W4''W4''W4''WMTRSAN8''SD 8''SD 8''SD 12''SD12''SD8''SD SDSDEXISTING CONCRETEEXISTING LANDSCAPEEXISTING LANDSCAPE
EXISTING CONCRETE
EXISTING CONCRETEEXISTING LANDSCAPE EXISTING ASPHALTEXISTING ASPHALTEXISTING ASPHALTEXISTING CONCRETE5566112334.14.14.14.1446END6END6START6STARTSTANDARD CONCRETEFLATWORK.Material LegendLANDSCAPE AREA, SEEL1.00.XXXEXISTING FENCE TO REMAINKey NotesCALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW.1.PROPOSED STORM DRAIN PIPE.2.PROPOSED SEEPAGE BED.3.PROPOSED DOMESTIC WATER/BUILDING FIRE SPRINKLER SERVICE.4.PROPOSED SANITARY SEWER SERVICE/MAIN LINE.4.1.NEW SEWER MANHOLE5.18" TALL CONCRETE SEAT WALL.6.CONCRETE CURB, GUTTER WHERE SHOWN ON THE PLANS.PERMEABLE UNIT PAVERSGrading & Drainage NotesA.ALL STORM WATER SHALL BE RETAINED ON-SITE THROUGH SUB-SURFACERETENTION.B.ALL STORM WATER SHALL HAVE POSITIVE DRAINAGE AWAY FROM BUILDING TOALL CATCH BASINS, DRAINAGE STRUCTURES, CURB CUTS, AND DRAINAGESWALES.C.ALL FINISHED GRADES SHALL BE SMOOTH AND UNIFORM.D.ALL SIDEWALKS SHALL HAVE A MINIMUM OF ONE PERCENT (1%) AND MAXIMUMOF TWO PERCENT (2%) CROSS SLOPE UNLESS OTHERWISE NOTED.EXISTING STORM DRAIN PIPE, SEEKEYNOTE 1 FOR PROPOSED.WWWEXISTING WATER SERVICE, SEE KEY NOTE 3FOR PROPOSED.SDSDLine LegendSSSSEXISTING SANITARY SEWER SERVICE, SEEKEY NOTE 4 FOR PROPOSED.EPEPEXISTING EDGE OF PAVEMENT.CONSTRUCTION LIMITS.GGEXISTING GAS SERVICE.EXISTING CURB, SEE KEY NOTE 6 FORPROPOSED.18" TALL CONCRETE SEATWALL.ASPHALT PAVING.#Horizontal Scale: 020'40'1" = 20'Site Plan Englargement6512365123BCJOB N0.:7CHECKED BY:SHEET NO.7DRAWN BY:DATE:4A4DE462 E. SHORE DR. SUITE 100EAGLE, IDAHO 83616(208) 939-4041THE LAND GROUPCIVIL ENGINEERCONSULTANTS:462 E. SHORE DR. SUITE 100EAGLE, IDAHO 83616(208) 939-4041THE LAND GROUPLANDSCAPE ARCHITECTPHASE:COPYRIGHT All rights reserved. Reproduction or use in any formor by any means -- graphic, electronic, mechanical, etc. -- withoutwritten permission ofLOMBARD - CONRAD ARCHITECTS, P.C.is unlawful and subject to criminal prosecution.STAMP:4/14/2021 3:45:06 PM BIM 360://20024 WASD MMS Cafeteria Remodel/20024-01_Meridian Mid School Cafeteria_ARCH_CENTRAL_2021.rvt
20024.01MD/GWMA/GWWEST ADASCHOOLDISTRICT4-22-21MERIDIAN MIDDLESCHOOLCAFETERIAADDITIONCONDITIONAL USEPERMITMRK DATE DESCRIPTIONTLG PN: 121036File Location:g:\2021\121036\cad\_cup\121036 cup site plan.dwgLast Plotted By:melissa drewDate Plotted:Thursday, April 22 2021 at 11:13 AM
C1.01Site PlanEnglargement4/22/2021CERTIFICATE OF ZONINGCOMPLIANCE