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HomeMy WebLinkAboutSW1220701_Plansheet - Proposed Conditions_Site Plan_20220805REBAR/CAP ELEV: 1009.24 CARRIE LOU WILSON PIN 9632-48-8321 DB 349 PG 4 REMNANT ACREAGE: ±23.6 ACRES S83059'30"E 202.63' STI G 10 W,nr ..._ PROPERTY LINE G BUFFER FROM / v � PROPOSED SCM MAINTENANCE AND ACCESS EASEMENT (10' MINIMUM WIDTH) O af of BIORETOENOT ONDCELL �" o (=? O� (=? 0� O �� o OQ -� SEE DWG C600 & C601 m \ \\� \ FOR DETAILS a 0 O� O Q � C \ \\ \ \ JCPO O O O O O O O N� o a O� O� O� \ � 3 G OP \ \ PA NT GR �\ \ \\ \ \ Q' '0 O N O O O nnE `'�\ w \ 040 .�\ Z X ROPO \ \\ \ \\\ , �J► op oa. \\ 0IRCIPO 00000 G U 0 0 U Z L7 X w OL ,a � CORNER a I I I I I I I I I I I I I Q Q G 125'-10" r� PROPOSED BUILDING F F = 1009.00 PROPERTY LINE Q co G T Q Q EXISTING GRAVEL PARKING LOT EXISTING BUILDING FF= 1007f (CONTRACTOR TO \ Ell PROPERTY INFORMATION PIN #: 9632-57-0722 ADDRESS: 5521 OLD HAYWOOD ROAD, SUITE 1, MILLS RIVER NC 28759 DEED BOOK 3058 PAGE 0553 SITE ACREAGE: 3.15 ACRES ZONING: MR -MU WATERSHED BASIN: FRENCH BROAD WATERSHED SUB -BASIN: AVERY CREEK -FRENCH BROAD RIVER SETBACKS: FRONT: 75' SIDE: 30' REAR: 30' LANDSCAPING: STREET YARD BUFFER: 4 TREES 3 SHRUBS PER 10' OF STREET FRONTAGE, MINUS THE WIDTH OF THE DRIVEWAYS BUFFER LANDSCAPING: BUFFER LANDSCAPING PROVIDED DURING INITIAL CONSTRUCTION. REBAR/CAP ELEV: 1004.62 NG ,YO' WIDE LANDSCAPING BUFFER FROM �� PREVIOUS DESIGN EXISTING CONDITIONS: BUILDING: 0.12 ACRES ASPHALT PAVEMENT: 0.07 ACRES GRAVEL: 0.79 ACRES CONCRETE: 0.02 ACRES PERVIOUS: 2.15 ACRES PROPOSED: EXISTING BUILDING: 0.12 ACRES PROPOSED BUILDING: 0.15 ACRES EXISTING ASPHALT PAVEMENT: 0.07 ACRES EXISTING GRAVEL: 0.38 ACRES PROPOSED GRAVEL: 0.59 ACRES EXISTING CONCRETE: 0.02 ACRES EXISTING/PROPOSED PERVIOUS: 1.82 ACRES N88044'40"E 326.10' 295�5' / WATERSHED: FRENCH BROAD TOTAL LOT AREA: 3.15 ACRES EXISTING BUILT -UPON AREA (BUA): 1.0 ACRES (31.75%) PROPOSED BUILT -UPON AREA (BUA): 1.33 ACRES (42.22%) PROPOSED BUA INCREASE: 0.33 ACRES (10.47%) WETLAND NOTE: NO WETLANDS ARE LOCATED ON -SITE PROPERTY LINE 30.15' W W w I— = U Q w 0 H ZQ c/� Z I— I— U m O Z 0 d cn>O v�OZ� c0 C/) O� � O_ 0 Q p z ¢ ~O o z w U w w p p Z w�=� 0 �} L O m O w oFa'� w 0 o J p _ a z Q� z O~ LU LU w ~�z LU 0- w z O 0 O O Q ADEPTUS ARCHITECTURE, INC. 121 MANLY STREET GREENVILLE, SC 29601 864-242-2514 U Q W Co N U') 0 J o U N U �L0 O c� N c NLO !� N :� N o V LU = 00 cc .� N= co L CL 00 00 \ EXISTING GRAVEL p� Ze�vZ2 — 30' SETBACK _ — — — — I DRIVEWAY EXISTING GRAVEL PARKING LOT 577.08' N82050'4711w 607.56' BEARING BASIS RITEWAY EXPRESS INC PIN 9632-47-9133 DB 912 PG 467 PROPERTY LINE CONTRACTOR SHALL REFER TO GRASSING NOTES AND DETAILS FOR FURTHER INFORMATION. CONTRACTOR SHALL ALSO COORDINATE WITH LANDSCAPE PLANS FOR AREAS TO RECEIVE SOD. AREAS TO RECEIVE SOD MAY REQUIRE TEMPORARY GRASSING. PERMANENT GRASSING (NON SOD AREAS) AREAS SHALL RECEIVE HYDRAULICALLY APPLIED FLEXTERRA FGM IMMEDIATELY AFTER FINISHING GRADING AND PRIOR TO FIRST RAINFALL EVENT. APPLICATION AND INSTALLATION OF FLEXTERRA SHALL I I I I I I I Y I U Q m W Ic� L Ir\ 1 0' 20' 40' 60' GRAPHIC SCALE: 1" = 20'-0" r-1 Qco U Z_ z 0 J_ Z m _ m � O o N 0 "' M L0 W Q J Q 41 U N O L a_ Engineer JDM 41 N N N — N 1— _ _ Drawn By CWJ Date APRIL 2022 Revisions A ISSUE FOR PERMIT REVIEW 05.25.22 B REVISED PLANS 07.20.22 Project Number 2273.001 Sh eet Cl 00