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Site Plan REVISED 2-11-20203'-1"958"338"2 38" O.D. TUBINGSURFACEFLANGE MOUNTGROUND LEVEL5'-238"IN-GROUND ANCHOR MOUNT8"3"R/WR/WR/WR/W R/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLOD R/WR/WR/WR/W R/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSD4'' SSW W4'' SS4'' SSSDSD6'' W6'' W 6'' W6'' W6'' W6'' W6'' W4'' SSSS4'' SS6'' SS6'' SS6'' SS6'' SS 6'' W6'' W6'' WR/WR/WR/WR/W R/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/W12'' SDIRSSSSSD12'' SD12'' SD12'' SD 12'' SD12'' SD12'' SD12'' SD12'' SD12'' SD12'' SDSPIPIPIPIPIPIPIPIPIPIPIPI PI PI PI PIPIPIPISSSSSSSSSSSSSSSSSSSSSSIRRIRRIRRIRRIRRIRRIRRIRRSSSSSSSDSDSDSDSDSDSDSS12'' SD12'' SDSD SDSDSD8'' W 8'' W 8'' W PIIR8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS 8'' SS 8'' SS 8'' SS62.8'18.2'37.4'37.4'62.8'24'77.4' 9.5' 18.1'STREET ASTREET B STREET A FUTURE BUILDING B PADFUTURE BUILDING C PADPROPOSED BUILDING A11,100 SFPROPOSED BUILDING B11,100 SFSTREET C STREET A4.4' 16.6' 20'20'TYP.9'TYP.9'TYP.23'61.78'6'7'23'19'18'TYP14.5'13.66'108'16.1'174.1'86'124.67'54.1'20'25'40'40'25'40'25'40'25'40'7.5'17.95'114.1'6'26'82.5'9'90'19'7.5'65.1'20'25'18'45'90'90'72.4'9'9'18'130'130'121.5'15.5'27'25'27' 72'17'90' 81' 90' 90' 90' 90' 90' 90' 90'25'81'20'TYP108'29.9'81' 64.7' 45' 77.6' 9'27'27'27'17.5'9'20'TYP20'TYP20'TYP20'TYP20'TYP20'TYP20' TYP 20' TYP 20' TYP 20' TYP 19'TYP19'TYP19'TYP9' TYP16.5'16.5'9'TYP9'TYP9'TYP9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 9'TYP 120'88.04' 61.3'21.6'60'60'6'68.1'7.5'12'26'25'38'14.7'1'4'27.2'4'25.2'4'25.2'4'27.2' 27.2'4'25.2'4'25.2'4'15.3'15.3'30.9'29.6'53.5'62.8'27.2'4' 25'25.2'9.5'20'TYP9' TYP 5' TYP. 10.5' 9.5'25'20'21.6'102'18'9'26'27'20'25'19'25'38'14.8'102'18'4'8.6'8.6'47'20.9'12'20.9'47'8'18.5'33'8'47'23'12'23'47'28.5'14.5'6' 7'6'7' 16.7'6'7'R12'R5.5'R15'R5 . 5 'R15.5'R5 . 5 'R5.5'R5 . 5 'R5.5'R5 . 5 'R5.5'R 5 . 5 'R15'R10'H ORROCKSENGINEERSN030'60'SCALE: 1" = 30'CONCRETESITE INFORMATIONTOTAL LOD AREA: 44,018.94 SF (1.01 AC)RETAIL BUILDING 1·TOTAL BUILDING FOOTPRINT: 11,000+/- SF·TOTAL BUILDING AREA (ALL FLOORS): N/A·MAXIMUM BUILDING HEIGHT: 65'-0"ZONING REQUIREMENTS·ZONING: CITY C-G, GENERAL COMMERCIAL·BUILDING SETBACKS:- FRONT = 0'- REAR = 0'- SIDES = 0'·LANDSCAPE SETBACKS:- LOCAL = 10'- COLLECTOR = 20'- ARTERIAL = 25'- ENTRYWAY CORRIDOR = 35'- INTERSTATE = 50'NOTES1.DIMENSIONS ARE TO FRONT FACE OF CURBFOR DRIVE ISLES.2.RADII ARE 3' UNLESS OTHERWISE NOTED.LEGENDLODLIMIT OF DISTURBANCE (LOD)LIMIT OF DISTURBANCE,TYP.SEE ARCHITECTURAL PLANSFOR TRASH ENCLOSURE.DUMPSTER PAD IN SCOPE OFPARKING CZC.PROPOSED CONCRETESIDEWALK, TYP.HANDICAP SPACES,TYP. (2 TOTAL)(1) 2.5" METER ANDSERVICE LINE(1) 6" FIRE LINE(2) 4" SANITARY SEWER LINES(1) MANHOLE(1) GREASE TRAP(2) 3" VTRBY OTHERS. FOR REFERENCE ONLY.FIRE RISER ROOMAPPROXIMATEFDC LOCATIONFLEXIBLE (ASPHALT) PAVEMENTSECTION TABLEASPHALTIC CONCRETECRUSHED AGGREGATE BASESTRUCTURAL SUBBASECOMPACTED SUBGRADEASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIXAND MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARDSPECIFICATIONS FOR HIGHWAY CONSTRUCTION (1/2" MIX DESIGN)AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHEDAGGREGATE BASE MATERIALSTRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTI0N OFGEOTECH REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4".- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TOVERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.ALL EARTHWORK, FLEXIBLE AND RIDID PAVEMENT CONSTRUCTION SHALL BE INACCORDANCE WITH THE SITE GEOTECHNICAL REPORT.18.0"4.0"3.0"SEE PAVEMENT SUBGRADEPREPARATION SECTIONHEAVY DUTYSEE PAVEMENT SUBGRADEPREPARATION SECTION12.0"4.0"2.5"LIGHT DUTYRACKHAMSUBDIVISIONBOUNDARYEX. FIREHYDRANTS. SILVERSTONE WAYBIKE RACK DETAILSAND/OILSEPARATORSTORM DRAININLET TYP.BIKE STALLSSEE LANDSCAPEARCHITECT PLANS2 BIKES PER STALL, TYP.FUTURE TERMINATION OFSILVERSTONE WAY TO BECONSTRUCTED AS A ROUNDABOUT(DESIGNED AND APPROVED TO ACHDSTANDARDS) WITH A DEDICATEDRIGHT-OF-WAY. PAVEMENT IN THISAREA TO BE TEMPORARY ORCONSTRUCTED TO ACHD STANDARDS.PARKING INFORMATION·PARKING STALLS REQUIRED: 23·PARKING STALLS PROVIDED: 46·*HANDICAP STALLS REQUIRED: 2·**HANDICAP STALLS PROVIDED: 2·BICYCLE PARKING STALLS REQUIRED: 2·BICYCLE PARKING STALLS PROVIDED: 4NOTES:* PER ADA REQUIREMENTS** INCLUDES 1 VAN ACCESSIBLE STALLSSITE INFORMATIONTOTAL LOD AREA: 82,511 SF (1.89 AC)·RETAIL BUILDING 2·TOTAL BUILDING FOOTPRINT: 11,000+/- SF·TOTAL BUILDING AREA (ALL FLOORS): N/A·MAXIMUM BUILDING HEIGHT: 65'-0"ZONING REQUIREMENTS·ZONING: CITY C-G, GENERAL COMMERCIAL·BUILDING SETBACKS:- FRONT = 0'- REAR = 0'- SIDES = 0'·LANDSCAPE SETBACKS:- LOCAL = 10'- COLLECTOR = 20'- ARTERIAL = 25'- ENTRYWAY CORRIDOR = 35'- INTERSTATE = 50'PARKING INFORMATION·PARKING STALLS REQUIRED: 23·PARKING STALLS PROVIDED: 147·*HANDICAP STALLS REQUIRED: 6·**HANDICAP STALLS PROVIDED: 6·BICYCLE PARKING STALLS REQUIRED: 6·BICYCLE PARKING STALLS PROVIDED: 6NOTES:* PER ADA REQUIREMENTS** INCLUDES 1 VAN ACCESSIBLE STALLSENGINEERHORROCKS ENGINEERS2775 W. NAVIGATOR DR.SUITE 210MERIDIAN, ID 83642CONTACT: ROB SUNDERLAGE PEPHONE: 208-895-2520DEVELOPERBVA DEVELOPMENT, LLC2775 W. NAVIGATOR DR.SUITE 220MERIDIAN, ID 83642PHONE: 208-616-1050WEIR = C2INV . IN = BPROFILE VIEW6"0.2'BAFFLE = C110' (TYP.)®8 0 0 . 7 5 7 . 9 5 2 2w w w . c t a g r o u p . c o mNOT FOR CONSTRUCTION - PRELIMINARY DESIGN 02.11.2020CHECKED BY | RS© 2020 | ALL RIGHTS RESERVEDDRAWN BY | TSCONSTRUCTION DOCUMENTSCONSTRUCTIONDOCUMENTSREVISIONS |EAGLE VIEW PLAZA - RETAIL (1) 2.5" METER ANDSERVICE LINE (1) 6" FIRE LINE(2) 4" SANITARY SEWER LINES(1) MANHOLE(1) GREASE TRAP(2) 3" VTRBY OTHERS. FOR REFERENCE ONLY.FIRE RISER ROOMAPPROXIMATEFDC LOCATIONLIMIT OF DISTURBANCE,TYP.HANDICAP SPACES,TYP. (6 TOTAL)SAND/OILSEPARATORPROPOSED CONCRETESIDEWALK, TYP.ADA RAMP, TYP.(3 TOTAL)CONNECT TO EXISTINGAND EXTEND 6" SERVICESTORM DRAININLET TYP.CONNECT TO EXISTINGAND EXTEND 6" SERVICECONNECT TO EXISTINGAND EXTEND 6" SERVICECONNECT TO EXISTINGAND EXTEND 6" SERVICELANDSCAPE STORMDRAIN INLET TYP.LANDSCAPE STORMDRAIN INLET TYP.INFILTRATION TRENCH SCHEDULESEEPAGEBEDFINISH GRADE(FG)TOPSYSTEM(T)LENGTH(L)WIDTH(W)DEPTH(D)BOTTOMROCK(B)BOTTOMSAND(18" MIN.)(BS)GROUNDWATER(SHGWE)INF RATE(IN HR)SOILSVOLUMEREQUIRED(FT3)(100YR)+15%VOLUMEPROVIDED(FT3)12657.31-2658.472656.0047.0025.007.002649.002647.502640±2.40POORLYGRADEDGRAVELW/ SAND3290.003290.0022661.06-2661.692657.0072.0035.007.002650.002648.502644±2.40POORLYGRADEDGRAVELW/ SAND7025.007056.00STORM DRAININLET TYP.BIKE STALLSSEE LANDSCAPEARCHITECT PLANS2 BIKES PER STALL, TYP.SEE ARCHITECTURAL PLANSFOR TRASH ENCLOSURE.DUMPSTER PAD IN SCOPE OFPARKING CZC.STORM DRAININLET TYP.STORM DRAININLET TYP.FUTURE EXISTINGSTORM SYSTEM BYOTHERS. FORREFERENCE ONLY.FUTURE EXISTINGSTORM SYSTEM BYOTHERS. FORREFERENCE ONLY.FUTURE EXISTINGSTORM SYSTEM BYOTHERS. FORREFERENCE ONLY.FUTURE EXISTINGSTORM SYSTEM BYOTHERS. FORREFERENCE ONLY.STORM DRAININLET TYP.ADA RAMP, TYP.INFILTRATIONBED #2INFILTRATIONBED #1