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HomeMy WebLinkAboutNCC230846_Site Plan or Location Map_20230328INFILL DELICATE LLC PIN: 6846-83-9207 TAX BLOCK 6582B TAX LOT 001 ZONED MU-S i N31�52"E / / i I V4_ DONALD GENE SAPP ET AL NIP \ \ \ \ 904 906 I / I /P3o� TAX/BLOCK 3220 TAX LOT 403 IN: 6846-93-1930 A D�ED BOOK2477 PAGE 1629 905 / / ♦ 1 / ZONED RS-9 o �o `�, _906 / Igo 905� \ \ \\ EIP \ 909 I 910 912 \\ \\\ THREETRAIOL RROEVOCABLETTRUSTENCHANED RAINBOW ' U 9�t � 913 \ PIN: 6846-92%921 \ TAX BLOCK 3220 TAX\LOT 007B F § / \\ DEED BOOK 3371 PAGE 1296 OVERGROWN AND rna / \ ZONED RS-9 WOODED AREA \ F ( / Unit G EIP /� EIPUnit I \ �� 07 01 FF 913.5 FF 913.25 CD CD / Unit H / N� _-'�/ FF913.5 rn — — — 1 5 ------ — _I 914 OPEN \ AREA � Ll THREE TWO TWO ENCHANTED - - - - - 9 Unit J RAINBOW TRAIL IRREVOCABLE TRUST 914 � I FF 914.5 PIN: 6846-92-0921 p 1 SAX BLOCK 3220 TAX LOT 007A y / DAD BOOK 3371 PAGE 1296 ZONED RS-9 m Unit C i S o EXISTING HOUSE rj j 915 / EIP / 1-STORY VINYL -SIDED \ oc° --- 917 1 �� 4-b.r. -9 0 FF917.2 14 5 .1 1 FU)- \ / 915 — I I 9�6 \ p 1 / LIJ -916 _ _ 1 d 8 GM I \ I I Unit / FF 917.0 1 �' \ — EIP — / 918000 \ I I \\ 920 -}- — I \ \ 917I KAT ARINE EVANS PIN: 6846-93-4301 nit X \\\ BL\bCK 3220 TAX LOT 221 Unit B 918 I _ _ EXISTING HOUSE EED BOOK 3240 PAGE 1402 I g20 1-STORY BRICK & ZONED NO-L ° -FF 9 21.5 —s20 \ / I 919 I VINYL -SIDED I i - - - WITH BASEMENT 1 2-b. r. w o / I s FF 2 .s 1- / (D NCDOT proposed � 2p permanent utility I IE easement V Unit A ELECTRIC - I I 1 /- m RISER V o w 9 FF 921.5 27 9 2 ---__ rorn°' I I I_ I PIN: 6846-83-8183 PIN: 6846-83-8183 - - _ 92 I Q I Q I \1 TAX LOT 001 1 - �i TAX LOT 001 i X o U) Existing Fire Hydrant is o - - I L923 co Cn � I � 150' from property corner O Lu c p OVERGROWN AND 922 I 924 I w I 1 1 w WOODED AREA � 923 _ I E E E w E E easement - - - - - - _ _ _ 10 X�0 Sigh -E E E E E UP _ - - I 925 - - ea nt — E E E s me CO � EIP _ E E ,` E EIP UP E S E E E E E E E E P E- - E ---__ Do S 40°42'04"W El , �925 S 39°50'54"W 209.65' 40°4 06 W N Gs 29 62' OPTIC _� C 36° 2'12 1 cv 25- / 1 w w Cnn APPROXIMATE LOCATION OF 12" WATERLINE r _ — > 24'TIE - —9 5 — __--- 1 — — — — — — — — — — — — — — 926 — — — — ' \ W W w W— w — 9i5 =�,H _ °wN0---�=� �w -ve'- VV L V+ ------ _ -926 VV '„i- `nl - - VV W VV 1 APPROXIMATE LOCATION OF - ,� _ _ I 12" WATFR464NE °, DISTURBED LIMITS I NCGS FIRE I orE WAY RE I DSVI LLE ROAD "� N 863014.852 �{ 1 , A E 1649340.793 I 1 WIDT OF PUBLIC RIGHT-OF-WAY VARIES ELEVATION 924.57' Cn 0 No i SS SS SS SS SS SS SS SS1 �- MH Cn SS —�- ` V _ S LLE 15 ss � SS � SS � SS � SS —� SS —� o C0 SS SS � _ _ _ _NEwaY READ G�W A� SS �- _ _ o � NCDOT proposed - � _ � SS �- SS �- SSvS H - � - -�- —�- _ realignment SS -�- SS = — _ - - SS �- S -�- SS -. SS -}- Cl) co co 'w PROPERTY INFORMATION: ZONING: MU-S ACREAGE: 2.45 PROPERTY OWNER/DEVELOPER: PARCEL ID NUMBER: 6846-93-2018.000 AFFORDABLE HEIGHTS INVESTMENT, LLC 328 SOUTH GREEN STREET WINSTON SALEM, NC 27101-5057 PHONE: (336) 918-1479 EMAIL: brice@infilldelicate.com CONTACT: E. BRICE SHEARBURN PARCEL ID NUMBER: 6846-83-7456.000 (PORTION INFILL DELICATE, LLC P.O. BOX 21674 WINSTON SALEM, NC 27120 PHONE: (336) 918-1479 EMAIL: Brice@infilldelicate.com CONTACT: E. BRICE SHEARBURN ENGINEER: ALLIED DESIGN, INC. 4720 KESTER MILL ROAD WINSTON-SALEM, N.C. 27103 PHONE: (336) 765-2377 EMAIL: scausey@allied-engsurv.com VICINITY MAP v NOT TO SCALE KEY NOTES O NEW TEMPORARY STONE CHECK DAM. ®NEW DITCH SECTION WITH MATTING. SEE SHEET C8.2 FOR DIMENSIONS. NEW EROSION CONTROL MATTING. PROVIDE NORTH AMERICAN GREEN S75 EROSION CONTROL MATTING WITH STAPLE PATTERN D. DITCH SCHEDULE (25 YEAR STORM DESIGN) JOY WAY COTTAGES WINSTON-SALEM, NORTH CAROLINA March 13, 2023 z w O = z OZ Q LU a_�_ Iii J U_ W U LU W LU U O 0_ LL O Q a = Q z oe 9 U_ W O U z Q = 0 = O 0 U) = I— U O w J U Q w W W w Z � U U F- w O z ~ J O 2 O z O w w z 0 z U H U a m (n 0 > U) (AC) (IN/HR) (CFS) (FT/FT) (FT) ("X" : 1) (FT) (FPS) 1 0.90 0.55 5 7.60 3.76 5.40% 5 3 0.17 3.88 S75 D CHANNEL DEPTH 1 x WIDTH NORTH AMERICAN GREEN CHANNEL LINER co 0 Z CV z J U) U 0 Q J E 0 T_ o Q 4. C� 0 O r 7 li I` N Z — W Z w M (o 0) J CV co c w (0 Z_ W (n (o r— fjZM0 . Y 0 J 0— LL FIRM LICENSE C-1891 / ?04�` ESQ 0' A ef,���, 2 .. U) J O W U Q J O J o Z LU � � W J_ LL W Z O O � Z E7 i Z U M (n N N LO N 0 O mCHANNEL LINING NAG S75 SHALL BE A STRAW BLANKET AS MANUFACTURED BY Z NORTH AMERICAN GREEN (OR EQUAL). LINING SHALL BE A MACHINE -PRODUCED m 0 MAT CONSISTING OF 100% AGRICULTURAL STRAW. THE BLANKET SHALL BE A IU z Y CONSISTENT THICKNESS WITH THE STRAW EVENLY DISTRIBUTED OVER THE U LLI ENTIRE AREA OF THE MAT. THE BLANKET SHALL BE COVERED ON THE TOP SIDE 1 WITH A LIGHTWEIGHT PHOTODEGRADABLE POLYPROPYLENE NETTING WITH AN 0� 0� 2 Q x APPROXIMATE 1/2 INCH x 1/2 MESH. THE BLANKET SHALL BE SEWN TOGETHER ON D- o U 0 1.5 INCH CENTERS WITH DEGRADABLE THREAD. WEIGHT SHALL BE 0.5 #/SY. TYPICAL DITCH SECTION NOT TO SCALE THE PURPOSE OF THIS PLAN IS TO CLEARLY SHOW PROPOSED FINISHED GRADES. GRAPHIC SCALE 20 0 10 20 40 I( IN FEET ) 1 inch = 20 ft. z W 0 U z w O_ U F_ z a- U) 0 z z O uu)) u) W > O W U of W a 0 w co W M W 0 Q N t] � 0 0 O Q z FINAL GRADING AND STORMWATER PLAN SHEET 80 C3. 1