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HomeMy WebLinkAbout20150839 Ver 1 - Attachment A_Site Plan_ClearwaterEnv_08172015 - 8/19/2015..... . .... .. .. .. . . ....... .... ....... ... . .... ....... ... .... .... ... .. . ... .... . ........ CURTIS & NANCY NELSON NOTES: THERESA & ROLAND MONETTE 1.) SEE PLAN PROFILE SHEETS FOR HORIZONTAL & VERTICAL PG�0508 PB�0101 PG:0042 -43-8258 ::,D8:4719 PG�0702 PB�0105 P(�: 0034 PIN: 9752 PHASE 4 CURVE INFORMATION & ROAD GRADES. PIN� 9752-43-8772 BUNCOMBE COUNTY ZONING: R-3 37 LOTS 2,) SURVEY INFORMATION PROVIDED BY: HUTCHISON-BIGGS BUNCOMBE COUNTY ZONING: R-3 USE: RESIDENTIAL ASSOCl, INC, PO BOX 2778, ASHEVILLE NC 28802� (828) LATISHA JEAN WILS'bN 258-1065 USE: RESIDENTIAL WILLIAM & J _OUGE .38 PB� PG-. DB: 3211 PG: 06 UDY GF DB: 1696 PG: 05 -43-8929 10 PB� PG, PIN: 9752 3,) NO WALLS ARE PROPOSED, -44-7277 'BUNCOMBE COUNTY ZONING� R- PROPOSED ROADS ARE TO BE PUBLIC & TURNED OVER TO 9752 3 PIN: NCDOT. USE: RESIDENTIAL ,BUNCOMBE: COUNTY ZON�NG- USE� RESIDENTIAL 5.) THE S�TE IS ENTIRELY WOODED EXCEPT FOR ROAD ONNECTION POINT 42 6,) ELECTRICAL, TELEPHONE AND NATURAL GAS WILL BE '$,7,a T ACRES ,`�, UNDERGROUND AS DESIGNED BY UTILITY COMPANY, N 2, "CRE ",4 7,) PROPOSED SANITARY SEWER SHALL BE TURNED OVER TO MSD. IVIV SHALL BE TURNED OVER TO THE 8,) PROPOSED WATER SYSTEM TOWN OF WEAVERVILLE. -52 t2. �'96 PG- 9752 9,) NO KNOWN CEMETERIES ARE LOCATED ON THE PROPERTY, 10,) EXISTING LAND IS VACANT, .62 'D 24 ACREZ U IIu MARIETTA ELIZAB 11,) PAVEMENT DESIGN WAS DESIGNATED WITH ASSUMING POOR D 8 D,37 ACRES,' (GROUP 11, PAGE 23 NCDOT SUBDIVISION :4908 PG:0902 PB� PG: TO FAIR SUBGRADE u Pm 9752-45-3079 9Q izT BUNC Y ZONING! R- 3\ - -,) I", '. I-, I "I " ; : ; I ll� 1. , . - " �L 1. . I . I "" ROADS MINIMUM CONSTRUCTED STANDARDS) WITH 3" OF ABC & ENTIAL 0 2" OF S9.5B. 12�) NO BASE COURSE SHALL BE PLACED ON MUCK, PIPE CLAY, U . SE: RESID C� ORGANIC MATTER OR OTHER UNSUITABLE MATTER, AND A MINIMUM COMPACTION RATE OF7 SUBGRADE PRIOR TO PAVIN 95 PERCENT BY STANDARD PROCTOR ( -0 SHALL BE LESS THAN IIED BY A LICENSED ENGINEER. I31 13.) 2' CONTOURS & SURVEY INFORMAT�ON PROVIDED BY� -BIGGS & ASSOC., �NC, PC BOX 2778, ASHEVILLE NC T HUTCHISON ACRn 28802, (828) 258-10135 AdRI 14�) THIS SUBDIVISION IS NOT A DRASTIC VARIATION HILLSIDE DEVELOPMENT, E X7 15) NONE OF THE SL RPENDICULAR TO THE r A ROAD EXCEED 187a. Pff -ED 'RES 16,) THE ROAD CORRIDOR DOES NOT EXCEED 60 FEET IN HEIGHT. PROPOS -0,16 AC 17.) ROAD CONSTRUCTION IN AREAS THAT EXCEED 30% NATURAL 0 SLOPE AND IN AREAS THAT ARE HIGH HAZAR 0 MODERATE ER, COVE ­RD HAZARD ON THE BUNCOMBE COUNTY SLOPE STABILITY INDEX MAP I re WLL BE CONDUCTED IN CONSULTATION WITH THE PROJECT P AK� I2106)-, L 14� Fi S0.F7 4 -10 I GEOTECHNICAL ENGINEER. I18,) NATURAL AVFRAGE SLOPE OF THE PROJECT AREA IS 23.1% f"i t S T N ON MARITAL TRU +i DAVID 9 DB:4673 PG;15013 PB:0104 PG:0171 -44-2415 PIN: 9752 EE mm. -aid I-3 BUNCOMBE COUNTY ZONING: R USE: RESIDENTIAL IIX1 a, AtRES Ll W1 ITS _z_ �p 4�) 1 .31 AC 2 .... ...... PHA4E II L.p Lo ­0 0 -A I75- A QE "AF EXISTING BRIDGE OVER REEMS CREEK'L'% IN 2 �OST TO BE WIDENED PER AGREEMENT M" '§T 0,1�4 ACRES 9EA NCDOT AS PART OF THE DRIVE . ... ... .... '70 PERMIT CONDITION5 ? -Y 7�.4 0.15 ACRES( 0 1� AC5 fill, i� 112 C R I0,17 Al� IIDRIVE WAY (TYP) 'A ------ -AREW 44 1T' 4 'A 0. 79 A i6'A &27-ACRES I �l7tl l5a, I Ag.RIS�, T:) 11,571 T 0 7:151 tp iT vp SITE lQ..22 A 5C% S� D T 'H 9,715 IREEMS CREEK RD d :Q;,16 ACRIES I VICINITY MAP 60, R/ wv CAD "E" R NOT TO SCALE 0�32 ACRE�S -6 .7 60 SR 1003 C1JRB & GUTTER SECTION OEVEL PMFNT DATA BLOCK: NAME OF PROJECT: MAPLE TRACE ADDRESS OF PROJECT. PARKER COVE RD & REEMS CREEK RD REEMS CREEK TOWNSHIP L) BUNCOMBE COUNTY, NORTH CAROLINA OWNER: REEMS CREEK DEVELOPMENT GROUP, LLC 78 DILLINGHAM RD ASHE\ALLE, NC 28805 go DEVELOPER: WINDSOR/AUGHTRY Z 40 WEST BROAD ST., SUITE 5GO GREENVILLE, SC 29601 (864) 271-9855 CONTACT. DREW NORWOOD ENGINEER: WILLIAM R. BUIE, P.E. L) WGLA ENGINEERING, PLLC 214 N. KING ST. HENDERSONVILLE, NC 28792 (828) 687-7177 PIN NUMBER: 9752-33-9504 DEED BOOK/PAGE: 4252/1478 PLAT BOOK/PAGE: 0104/0171 EXISTING ZONING: R-3 (BUNCOMBE COUNTY) SURVEY PROVIDED BY: HUTCHISON—BIGGS & ASSOCIATES, INC PC BOX 2778 ASHEVILLE, NC 28802 (828) 258-1065 TOTAL ACRES: ±65-52 AC BUILDING SETBACKS: FRONT: 15 FT REAR. 15 FT SIDE: 7 FT PROPOSED LOTS: TOTAL: 134 [LOT #99 NOT USED] MINIMUM LOT SIZE: ±0.14 AC MAXIMUM LOT SIZE: ±0.80 AC fTL �B4801� FT 7 ;U T5�343 C 51; 4FT' 135 1.3 I7,41Z QX 77, 5 �CRES 12 lA�MEE,,, II29'ACRE-5 IOPEN SPACE/ K�MBERLY & SIEVE HARMS -0459 PB: 0061 PG� 0071 2372 PG� 't7 COMMON A PIN: 9752-32-1286 BUNCOMBE COUN Ty ZONING, R f Y� USE: RESIDENTI AL jw SPURGEON CALLAH 1110 DORIS M JORDAN' :3 CHARLES CORDON ROBINSON mm D8 265 PG: 0663 PS: 0061 PG; 0071 AN JR END' - SMO DB:2909 PG: 0123 PB: PG� ULDER SEC PIN: 9752-33- 0606 TTER mm !WCOB & G: U BUNCOMBE COUNTY ZONING: R-3 IDB: 1731 PG; 0539 RB: PG: PfN., 19752-32-0338 USE: UNDEVELOPED PIN� 9752-22-6797 BUNCOMBE COUNTY ZONING: R-3 N Y, BUNCOMBE COUNTY ZONING: R-3,:� USE: UNDEVELOPED z USE: RESIDENTIAL PROPOSED ROAD "C" < a- Apppny i nr-,An m 7 uj z Ln �:> w JF a_ 0,2 U-) f 0 u� m Cn < IY'l I CURB & GUTTER SECTION OF 100)r FLOOD PLAIN SPURGEON CALLAHAN JR 10CM k11- C1 nnn 01 Alki 1JADDIX11- (SEE SHEET C206) D13:2909 PG:0123 PB. PG: LEGEND ADJOINER DEED LINE PROPERTY BOUNDARY LINE EXISTING FLOODPLAIN EXISTING STREAM IEXIS_flNG WETLAND AREA PROPOSED RIGHT OF WAY PROPOSED LOT BOUNDARY PROPOSED LOT SETBACKS PROPOSED DEVELOPMENT PHASE LINES 0 m mmmmm APPROX. FLOODWAY DRIVEWAY (PER N C FLOOD PLAIN MAPPING) PIN: 9752-2,3-7266 eUNCOmBE COUNTY ZONING: R-3 USE� UNDEVELOPED PHASE 2 37 LOTS GRAPHIC SCALE ( IN FEET ) 1 inch = 100 ft. WGLA Engineering, PLLC Consulting Engineers & Land Planners NC License No: P-1342 214 N_ King Street Hendersonville, North Carolina 287n (825) 687-7177 wglaxom \ . , "N\ tSEAL z 22989 Know whars below. Cali before you dig. Revisions deate: 9/1 8/14 12/04/14REMOVED 2nd ACCESS job: 14122 13/23/15 REVISED ENTRANCE: drawn: MJF sheet C-200 L) z L) Z t z )p go 0,� 54 Z 0 L) sheet C-200 tai Cpl LTi T CL Y� T� T 4 ... ........ 45' RAW _,.._. _. ....... . 5C' R/'* - _...._._.... SHLDR ;SHLDR SHLDR SHLDR P, 4 . PAVEMENT SECTION � CO PAVEMENT SECTION 2 1 ° � r l ,. Z "�. GiJT .° =f'." - L. T� CUT ��c; Ir"; Ir - FT i ROAD SLOPE F 2.l P SLOPE �.. , 2.1 _ .. FILL SLOE I I FILL SLOPE PROPERTY 2" 59.53 ASPHALT [ 2" S9.513 ASPHALT TYPICAL TYPICAL BOUNDARY PAVEMENT PAVEMENT DITCH SECTfON D[TCH SECT4ON CABC 8" il lT i a ¢:..' CABC COMPACTED SUBGRADE COMPACTED SUBGRADE F 825.00' B/G ROADWAY "A" ROADWAY "A" P ��� . `�� 8225.00 CLRD R25' P 890.00° STATION 10 +00 TO 13 +00 STATION 13 +00 TO 24+50 1"4 C) CLRD ROADWAY CROSS— SECTI0N o / ROA ®WAY CROSS — SECTION # NOT TO SCALE � C - -f7�"+ -- .— NOT To SCALE g�.y��y{ v *� •'t' 5�6..50a ®OP CLRD c iF R25.00gY 5 'A G • a--� A�( e� R6D �r ` s: \ CLR 71- r P s CLRD 7 i" © e® �, ow 1 00y FL ®OOPLAIN cb N'' R399.10' ��. ® a (PER SURVEY) 0M 5FAC� CLRDi ®O®SAY (PER SURVEY) 2 19-}- � r� 4F i N / rAa * ` - Sar 0 '3' 2.05' a i_ s, mow` °r °a PROPOSEI) ROADWAY SAW 13 +00 14 +00 15 +00 16+00 17 +00 18 +00 19+00 20 +00 PROPOSED ROADWAY "A" GLA Engineering, PLLC Consulting Engineers &Land Planners IBC License o: P -1342 21+00 214 N. King Street Hendersonville, North Caroline 28792 (828) 687 -7177 wgla.eom 2160 2150 ro 11 MIS I 2120 S 0 _ o a_ 22989 g d 1 !f�llffllilill�i / i t l sheet —201