HomeMy WebLinkAboutSite Plan3.• 1 (TYP.) FORE SLOPE SWAL£ 3' MIN. TOP WIDTH 10" MIN. DEPTH 2X MIN. 14.0'1 MIN. 6940 2% MIN. 6" OF CLASS 6 AGGRETA 7E BASE COURSE ON 6" OF COMPACTED SUBGRAD£ J COMPACTED 3" MINUS (95X OF THE STANDARD PIT RUN EXIS77NG GRADE (T)P.) -- PROC70R AT OPTIMUM MOISTURE) _. TYPICAL DRII/EWA Y SECTION A -A _ N. L S. , 7 9k0 i � l G f l / / -Q"s / cS9 T 1QFT I DRal4/NfaDi.SIliN2"DBY. H.E. B. RENEWED BY C#ncuD BY. I ME' FOR E. H.B. PINNACLE DESIGN CUNSUL TING GROUP, INC, CONSUL TING ENGINEERS • 0805 BUCK POINT ROAD CARBONDALE, CO 81623 • (970) 963-2170 pinna ct ed esign@sopris,ne t r ul O t-+ N _ 1 0) - ---�1_ i , --„�■-ram,- _ I N FEET 20 0 20 FEET G12APRIC SCALE 1 4idv=20ft CONTOUR INTERVAL = 1 FOOT GENERAL NOTES: 1. SILT FENCE SHALL BE INSTALLED ON THE DOWN -GRADIENT SIDE OF THE PROPOSED DISTURBANCE AREA PRIOR To COIVSTRUC77CVV IN ACCORDANCE WITH THE DETAIL SHOW ON SHEET C2. 2. SAVE AND REUSE EXIS77NG TOPSOIL FROM DRIVEWAY, FILL AND £XCAVA77ON AREAS AND REUSE AS COVER SOIL AT ALL DIS7URBED AREAS J. 771E LOCA77ONS OF UNDERGROUND U77LI77ES ARE NOT SHOWN HEREON. IT SHALL BE THE CON77?ACT0RS RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES FOR FIELD U77LITY LOCA7ES, 46 HOURS PRIOR TO CONS7RUC770N. 4. SEE DRAINAGE AND EROSION CONTROL DETAILS ON SHEET C2. 5. REVEGETA7F THE DISTURBED AREAS IN ACCORDANCE WWTH THE APPROVED LANDSCAPE PLAN. 6. FOR BENCH MARK INFORMA770N REFER 70 SITE TOPOGRAPHIC SURVEY. WHITE CLOUD LOT 6 MAIN LEVEL 100' - 0" = 6:951:8::] 0,41E v£Sc1l?1p770N g)l c#v 1 LESTER DEVELOPMENT GARFIELD COUNTY, COLORADO scab faallo varf 1 = 20' 2025.09 4-17-25 L 0 T 6 WHI TECL OUD RESIDENCE SHEET N0. GRADING, DRAINAGE AND EROSION CONTROL PLAN Cl OF 2