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EASTERLY LINE OF TRACT B, <br />REGISTERED LAND .SURVEY NO 1373 <br />AS DESCRIBED <br />EASTERLY LINE OF TRACT B, <br />REGISTERED LAND SURVEY NO 1373 <br />AS MONUMENTED <br />-INE OF TRACT B, <br />3 AS MONUMENTED <br />S6z>0 , ,/ V RIGHT OF WAY LINES <br />3 F\ ZLp AS SHOWN ON R L S NO 1467 <br />EXISTING CHAIN-LINK FENCE <br />WESTERLY LINE OF PROPERTY <br />DESCRIBED IN CERTIFICATE OF <br />TITLE NO. 1168419 <br />4" PVC EDGER <br />NEW SOD <br />CENTERLINE O SIDE ROAD <br />AS MONUM TED <br />- C A' L 1, � . � � � . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III_ <br />REFERENCE =1 I IIIIIII-1111 I I1 I I-IIIIIIIIIIII1 I I1 I IIIIIIIIIIIIIIIII <br />NORTH NORTHi- <br />30SITE PLAN 35 VOLLEYBALL COURT <br />(i t Al 1/16" = V-0"Al 1-1/2" = 1'-0" <br />02017 SKD Architects <br />New Residence for: <br />SHEAT ONDEX <br />Al SITE PLAN <br />Sl FOUNDATION PLAN <br />S2 FOUNDATION NOTES & DETAILS <br />A2 LOWER LEVEL PLAN <br />A3 MAIN LEVEL PLAN <br />A4 UPPER LEVEL PLAN <br />AS EXTERIOR ELEVATIONS <br />A6 EXTERIOR ELEVATIONS <br />A7 EXTERIOR ELEVATIONS <br />A8 ROOF <br />A9 SECTIONS <br />A10 DERAILS <br />All DETAILS <br />Al2 DERAILS <br />A13 INTERIOR CONCEPT <br />Ll LOWER LEVEL LIGHTING <br />L2 MAIN LEVEL U GHTINcG <br />L3 UPPER LEVEL UGH71NG <br />MAX. IMPERVIOUS SURFACE <br />25.0% <br />ALLOWED <br />20,819 SQ. FT. <br />HOUSE & PILLARS <br />7,541 S <br />. FT. <br />GENERATOR PAD <br />43 S <br />. FT. <br />SCREEN PORCH AND STEPS <br />7 <br />799S <br />. FT. <br />DRIVEWAY <br />8,114 S <br />. FT. <br />WALKS & OUTDOOR SHOWER <br />1,140S <br />. FT. <br />POOL & SPA <br />858S <br />. FT. <br />POOL TERRACE & STEPS <br />11476S <br />. FT. <br />PATIO <br />329S <br />. FT. <br />RETAINING WALLS <br />190S <br />. FT. <br />TOTAL PROPOSED HARDCOVER 20,490 SQ. FT. <br />EXCLUDABLE HARDCOVER <br />RETAINING WALLS 190 SQ. FT. <br />NET PROPOSED HARDCOVER 20,300 SQ. FT. <br />TOTAL LOT AREA 83,277 SQ. FT. <br />PROPOSED IMPERVIOUS SURFACE 24.38% <br />HARDCOVER INFORMATION PROVIDED BY GRANBERG & ASSOCIATES, <br />HARDCOVER CALCULATION WORKSHEET DATED 07/09/2018 <br />EROSION CONTROL GENERAL NOTES: <br />architects <br />11140 Highway 55, Suite A <br />Plymouth, MN 55441 <br />763.591.6115 <br />1. CONSTRUCT SILT FENCES WITH POSTS SPACED <br />MAXIMUM 4'-0" O.C., DRIVEN MINIMUM 2'-0" INTO <br />GROUND. <br />2. NOTIFY CITY PRIOR TO LAND DISTURBANCE FOR <br />SILT FENTCE INSPECTION (MIN. 24 HR. NOTICE). <br />3. TRENCH APPROVED SILT FABRIC MINIMUM 0'-6" <br />INTO GROUND ON UP-SLOPE SIDE OF SUPPORT <br />POSTS. BACK FILL AND COMPACT. <br />4. MAINTAIN SILT FENCES FOR DURATION OF PROJECT. <br />REMOVE ACCUMULATED DEBRIS AND SEDIMENT <br />DEPOSITS. REMOVE ALL TRACES OF SILT FENCES <br />AT COMPLETION OF EARTH DISTURBING ACTIVITIES. <br />5. DOUBLE OR WIRE REINFORCE SILT FENCE ON <br />STEEP SLOPES. COORDINATE W/ CITY ENGINEER <br />6. SURVEY INFORMATION PREPARED BY: <br />GRONBERC & ASSOCIATES, INC. <br />® CIVIL ENGINNERS, LAND SURVEYORS, LAND PLANNERS <br />445 NORTH WILLOW DRIVE LONG LAKE, MN 55356 <br />9524734141 <br />SITE KEY PLAN: <br />EXISTING TREE <br />EXISTING TREE TO BE REMOVED <br />J.940.00 <br />-0 SPOT ELEVATION OR <br />TOP OF WALL OR CAP <br />940 <br />NEW CONTOUR <br />EXISTING CONTOUR <br />Revision <br />ZL 08/16/18 MISC. CHANGES <br />2655 North Shore Drive <br />2655 North Shore Drive e� <br />Orono, Minnesota <br />Comm <br />1323.00 <br />Date <br />07/24/18 <br />Drawn <br />R.H., B.D. <br />SITE PLAN <br />Sheet No. <br />Al <br />