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HomeMy WebLinkAboutGrading Plans - 11/03/2025LOT 47 SILVERWOOD VILLAGE 1st FILING SI L V E R W O O D DR I V E LOT 46 SILVERWOOD VILLAGE 1st FILING 11,499 ft2 (0.264-ac) 63.30 E S 81°43'20" E 1 4 6 . 8 6 ' R=527.81' L=80.74' Δ=8°45'54" Ch=80.66' CB=N 12°39'42" E N 76°20'0 0 " W 1 1 5 . 1 8 ' S 3 4 ° 0 0 ' 0 0 " W 9 4 . 0 0 ' LOT 45 SILVERWOOD VILLAGE 1st FILING SHERWOOD LAKE 20' DRAINAGE EASEMENT 15' REAR S/B 5' SIDE S/B 5' SIDE S/B 20' FRONT S/B 11.7' 10.8' 24.0' 24.0' 6.0' 10.0' 2972 SILVERWOOD DR EX HOUSE FF = 4965.90' TOF = 4964.65' EX STORM SEWER EX FENCE 576 ft2 HOUSE ADDITION FF = 4965.90' TOF = 4964.65' EX GARAGE FF = 4964.50' 20.3' EX DECK FF = 4965.90' 9.9' 62.00 EOC 62.45 4960.72 -6 . 0 % -5.0% -4.6% -4.4% -2.0% 278 ft2 DECK ADDITION FF = 4965.90' DOWNSPOUT DOWNSPOUT EX DRIVEWAY MATCH EX DECK ELEV MATCH EX FF & TOF ELEV HIGH WATER LINE OF LAKE -2 . 3 % -1.4% -9 . 7 % EOC 62.03 EOC 59.92 EX LANDSCAPE WALLS (TYP) 4962.83 4964.06 4959.55 -1 . 1 % -4.0% EX TYPE R INLET -2.0% EX FENCE (TYP) EX PAVESTONE (TYP) EX FRONT PORCH S 12°08'00" E 7.00' NOTES: 1.EXISTING BOUNDARY, MPROVEMENT LOCATIONS, AND ELEVATION INFORMATION BASED ON FIELD SURVEY CONDUCTED BY CDS ENGINEERING CORP. IN JUNE OF 2025. 1.1.VERTICAL DATUM: ELEVATIONS BASED ON SMARTNET NORTH AMERICA CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) NETWORK ESTABLISHED NAVD 88 ELEVATIONS. 2.GROUND ADJACENT TO BUILDING MUST BE A MINIMUM OF 0.50' BELOW THE TOP OF FOUNDATION. THE MINIMUM FALL AWAY FROM THE FOUNDAITON IS 6" TO THE PROPERTY LINE OR 10' FROM THE FOUNDATION, WHICH EVER IS CLOSER. 3.DIRECT DOWNSPOUTS AWAY FROM FOUNDATION AND TOWARDS SIDE LOT LINES OR FLOW LINE OF SWALE SHOWN ON THE GRADING PLAN. PIPED DOWNSPOUTS MUST VISIBLY DAYLIGHT WITHIN THE PROPERTY. DO NOT DISCHARGE DOWNSPOUT FLOWS UNDERGROUND. EXISTING IMPERVIOUS AREA:PRPOPOSED IMPERVIOUS AREA: HOUSE & DECKS = 2,392 ft2 HOUSE & DECKS = 854 ft2 DRIVEWAY = 616 ft2 DRIVEWAY = 0 ft2 SIDEWALKS = 1,342 ft2 SIDEWALKS = 0 ft2 PROJECT No. 24-R94 NE E L E Y / A N D E R S O N A D D I T I O N 29 7 2 S I L V E R W O O D D R I V E FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 DOCUMENT DATE: DOCUMENT PHASE: 512 5th Street Berthoud, CO 80513 p: 970-532-9970 w. AsherArch.com PROJECT INFORMATION: FOR PERMIT - RND 1 Oct 31, 2025 - IF THIS SCALE DOES NOT MATCH THE NUMBER NOTED, THIS DRAWING IS NOT TO SCALE. - SI LA ESCALA NO COINCIDE CON LAS DIMENSIONES SEÑALADAS, ESTOS PLANOS NO ESTAN A ESCALA. 1" 2" Architecture | Planning Civil Eng. | Structural Eng. Landscaping Architecture CH E C K E D B Y : DA T E DR A W N B Y : DA T E TJ H 10 . 3 0 . 2 0 2 5 10 . 3 1 . 2 0 2 5 TJ H RE V # DA T E CO M M E N T S LO T 4 6 S I L V E R W O O D V I L L A G E , F I R S T F I L I N G SE C T I O N 3 0 , T O W N S H I P 7 N , R A N G E 6 8 W AR C H I T E C T S E N G I N E E R S © ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED. This drawing is an instrument of service and is the sole property of Asher Architects. Use of this drawing is restricted to the original site for which it was prepared. Any reuse, reproduction, or publication of this drawing by any method in whole or in part without written consent of the architect is prohibited. C1.00 SITE & GRADING PLAN SCALE: 1" = 10' 10/30/2025 9:45 PM GRADING PLAN 20'0'10'30' ABBREVIATIONS LABEL MEANING APPROX APPROXIMATE BM BENCHMARK CONC CONCRETE DEMO DEMOLISH ELEC ELECTRICAL ELEV ELEVATION EOC EDGE OF CONCRETE EX EXISTING FF FINISHED FLOOR FL FLOW LINE FO FIBER OPTIC GND GROUND HP HIGH POINT HYD HYDRANT H2O WATER LF LINEAR FEET LP LOW POINT MAX MAXIMUM MIN MINIMUM PED PEDISTAL RET RETAINING ROW RIGHT-OF-WAY S/B SETBACK SRVC SERVICE TBC TOP BACK OF CURB TBW TOP BACK OF WALK TELE TELEPHONE TO TOP OF TC TOP OF CONCRETE TOF TOP OF FOUNDATION TW TOP OF WALL TYP TYPICAL U.E.UTILITY EASEMENT Grading/Stormwater Plan Accepted (Building Permit Released) Accepted by: Date : SW - DEREK LUTZ 11/03/2025