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Home My WebLink AboutSW4210701_Plansheet - Proposed Conditions/Site Plan_2021122910' UTL. EASEMENT 50' RIW 10' UTL. EASEMENT 11- 6" 27' BC -BC 6' 6" 5' 5' 2' 6" 22' PAVEMENT 2' 6" 3• SIDEWALK 1:3 MAX FT 114" I FT 114" I FT 1:3 MA X 114" 1 FT. 114" / FT. O 8" A.B.C. 1" S 9.5A O 3" MIN. 2"S9.513 T MIN. COVER NCDOT STD. 30" NCDOT STD. 30" 3' MIN. COVER SANITARY SEWER MAIN CURB & GUTTER CURB & GUTTER WATER MAIN TYPICAL RESIDENTIAL ROAD SECTION (50') ROW NOT TO SCALE MAY VARY, SEE PLAN SEE CITY OF KING SPECS. R1, R2, R3, R4, AND R7 10' UTL. 10' UTL. EASEMENT 50' R/W EASEMENT UUNV .OWEVVALM KING SPEC. R-11 O APPROVED 30" VALLEY 3' MIN. COVER 3' MIN. COVER CURB -SEE DET. UNDER 4' USE D.I. PIPE WATER MAIN 8" SDR-35 SAN. 8" DR-14 C900 SEWER MAIN WATER MAIN KINGSCOTE WAY ROLLED CURB SECTION (501 ROW NOTES: THIS IS NOT AN ACTUAL SURVEY BY GUPTON'S ROYAL DESIGN GROUP.. BOUNDARY INFORMATION FROM PLATS, DEEDS OF RECORD, OR MAPS BY OTHERS. TOPOGRAPHIC INFORMATION AND DATA SHOWN ON THIS PLAT WERE TAKEN FROM STOKES COUNTY MAPS. DELINEATED WETLANDS 8' MULTI -USE TRAIL (PAVED) 5' SIDEWALK CROSSWALK SEE CITY OF KING NOT TO SCALE SPECS. R3, R4, AND R11 10' UTL. 10' UTL. EASEMENT 55' R/W EASEMENT 14' 27' BC -BC 6' 8' 5' 2' 6" 22' PAVEMENT 2' 6" 3' MULTIUSE PATH 1;3 MAX 1/4" / FT 11� 4� J-3 MAC �� 1 /4" 1 FT. 114" / FT. 114" 1 FT 1: 3 MA1 8" A.B.C./ 1" S 9.5A / 0 3" MIN. 2" S 9.5B O T MIN. COVER NCDOT STD. 30" NCDOT STD. 30" 3' MIN. COVER SANITARY SEWER MAIN CURB & GUTTER CURB & GUTTER WATER MAIN KINGSCOTE WAY SECTION (55') ROW NOT TO SCALE MAY VARY, SEE PLAN SEE CITY OF KING SPECS. R1, R2, R3, R4, AND R7 10' UTL. EASEMENT 55' R/W EX. ACCESS EASEMENT (17.51 O BE EMERGENCY ACCESS �s NOW/FORMER _ NOW/FORMER BETTY PULLIAM MCGEE SHUGART DEVELOPMENT LLC DB 1 PG 328 DB 659 PG 624 PIN: 6902117200 ,I I PIN: 6902019221 ZONED: R-20 II II ZONED:0-1-CU NOWTORMER I� `� EX.17 x 12' BLDG 2T B-B, 55' RIGHT -OF BENJAMIN KENT GATEWOOD� I I nN1� DB 02015E PG 074 PB 005 PG 036�•>•_ ,,,.�`v �� vl� G uMRs FUTURE RECREATION, PIZONEDOR-158 ROUN v o A (70 (6g1 1 �65 1 --� v (sa l¢� NOW/FORMER �\ \ BENJAMIN KENT GATEWOOD 1 - DB 02015E PG 074 PB 005 PG 036 \ PIN:6902007757 = 190 - ZONED: R-20 _ - v/�� 1100 \Vvvv A81 \1 `--- W- \ 21 �a �fo4\ -_ 0 \ 69- � 122 i121 - N � 11 6g�A�RRs/SON Zo 2p 7M IV A/� 3y 9G F� v 0/ _6 �NFp. 0j�29 � 6sapgR Ris � i88 � v � 16_ 111 �S°°ln _-- ADEU (4 NOW/FORMER LEWIS N. CARROLL �� 'o� `� - �L' 4 NANNIECARROLL DB009PG113--- PIN:6902007142 ZONED: L-I ' ��Av , \ \ \\ �P9,o��o1�9�15� o I Qw:.zP c)1Q_ 31 �Qo�z _ oJzo z<mV U_ ------------- - -- ------------ O APPROVED 30" VALLEY 3' MIN. COVER CURB -SEE DET. 3' MIN. COVER UNDER 4' USE D.I. PIPE WATER MAIN 8" SDR-35 SAN. 8" DR-14 C900 SEWER MAIN WATER MAIN k1AIr_crnTG IA/AV Ot11 I Gn P1 I012 Q=PTIt1AI /44%'1 0111A1 SPECS. R3, AND R4 10' UTL. FARFMFNT NOW/FORMER KATHLEEN G OCONNELL DB 440 PG 1757 PIN:6902320164 NOWTORMER STREAM CROSSING #2 ZONED: R-20 MATTHEW C SMITH 77 CULVERT DB 594 PG 2285 NOWTORMER \ J PIN: 6902212677 RICKIE C SMITH ZONED: R-20 �v v v \ v ` �� NANCY M SMITH vv ` `� ��"� vA CLUBH DB594PG2287�- \ A V v v \ \ \ PIN:6902216842vZONED: v VAS ��, �A� ��_= ---�� R-20 -� NOW/FORMER ��a - KATHLEEN G OCONNELL/ -� DB440PG1757 PIN:6902320164 ZONED:R-20 v v _ _ , .,�KN RAILROgp 1VOryR 3 R Pig OWN 60,E /qN NOW/FORMER --- SHUGART MANAGEMENT .p WrRE R _ F A \BV DB 579 PG 004 PIM 6902420867 ZONED: B-2 s J b\\ �97 It \ VA / PROPOSED BMP #1.6 , i / v �/ �� TO CONNECT TO EX WATER I STREAM BUFFER TEMP. SEDIMENT BASIN v i \ � / SEE EROS. DETAIL SHEETSv`- �� i NOW/FORMER v/ _ YOUNG MENS CHRISTIAN ASSC. _v.vr� V1VVVlG/111V\/1L - KIVV nvncw --�Ti �2 DELAIDE AVENUE W --I2T B-B, 50' RIGHT-OF-WAY (PUBLIC) r 1111 NEWBURY LANE n m 2T B-B, 50' RIGHT-OF-WAY (PUBLIC) m FUTURE RECREATIONAL - 0.322 ACRES* Z m RETAINING WALL J�17114' AT MAX HEIGHT WETLAND NOW/FORMER CATHOLIC CHURCH DB 298 PG 387 v PIN: 6902323077 ZONED: R-20 / / vi�lvi //, �� v RETAINING WALL V AT MAX HEIGHT A MROSE STREET rw__T;_�w TO R/W V B-B, W RIGHT-OF-WAY (PUBLIC) C F� �m Ism Z m DB 393 PG 1410 PIN:6902427206 YMCA ZONED: L-I v \� KINGSCOTE WAY 2T B-I % W RIGHT-OF-WAY (PUBLIC) �7- v NOW/FORMER YOUNG MENS CHRISTIAN ASSC. DB 693 PG 603 PIN:6902417827 'lid L'70"\ ZONED: L-I IEX- 48" STORM CULVERT NOW/FORMER V �v COASTAL MEDICAL PROPERTIES LLC DB 691 PG 1311 PIN:6902514252 ZONED: L-I 20' BUFFERYARD MO- JVp 0 �J oK Uao� OQ�rn� cnz omz� zOw�oaO CITY OF KING PLANNING BOARD SITE PLAN LEGEND SITE DATA Owner/Applicant: KING'S CROSS PROPERTIES, LLC P.O. BOX 21029 WINSTON-SALEM, NC 27120 Site Acreage: 149.68 ± Acres Site Address: Moore RD King, NC Jurisdiction: City of King not in a protected watershed PIN: 6902-20-0669 6902-40-1971 DB: DB 0691 PG 0126 REVIEW INFORMATION Type of Review: SITE PLAN APPROVAL Jurisdiction: CITY OF KING ZONING Existing Zoning: CU-PUD, L-I Proposed Zoning: CU-PUD, R-15 Proposed Uses: Single Family Planned Residential Development (i.e. Rezoning, Planning Board Review, Preliminary Subdivision Approval, etc.) BUFFERYARDS Adjoining Zoning: RS-15, R-20, L-I, B-2 Type Required: N/A Width Provided: 20 Fence Option: Yes X No INFRASTRUCTURE Water: x Public x Private Sewer: x Public x Private Streets: x Public Private Linear Feet of Public Streets: 12,522.17' SITE SIZE AND COVERAGES UNIT & DENSITY CALCULATI❑NS TOTAL SITE ACREAGE: 149.68 ± Acres SECTI❑N #1 Acreage: 23.69 ± Acres Si Commercial Units: 23.00 Units Si Commercial BLDG: 22099.23 Sq.Ft Si ❑utParcel Acreage: 1.82 ± Acres Si ❑utparcel BLDG: 5,642.00 Sq.Ft SECTI❑N #2 Acreage: 22.68 ± Acres S2 Townhome Units: 65.00 Townhome Units S2 Townhome Density: 2.87 Units / Acres S2 ❑utParcel Acreage: 3.52 ± Acres S2 ❑utparcel BLDG: 1 1 ,284.00 Sq.Ft SECTI❑N #3 Acreage: 6.94 ± Acres S3 Units: N/A S3 Density: N/A SECTI❑N #4 Acreage: 80.44 ± Acres S4 S,Family Lots: 123.00 S. Family Lots S4 S,Family Density: 1.55 Lots / Acres SECTI❑N #5 Acreage: 15,93 ± Acres S5 ❑utparcel BLDG: 54,450.00 Sq.Ft IMPERVI❑US CALCULATI❑NS SECTI❑N #1 Acreage: 23.69 ± Acres Si Pavement to Land: 30.42 % Si Building to Land: 9.04 % Si Sidewalk to Land: 4.37 % Si Open Space: 56.18 % Si TOTAL P1 IMPERVIOUS:-43.82 % SECTI❑N #2 Acreage: 22.68 ± Acres S2 Pavement to Land: 20.37 % S2 Building to Land: 12.03 % S2 Sidewalk to Land: 3.67 % S2 Open Space: 63.93 % S2 TOTAL P2 IMPERVI❑US: 36.07 % SECTI❑N #3 Acreage: 6.94 ± Acres S3 Pavement to Land: 11.5 % S3 Building to Land: 1.0 % S3 Sidewalk to Land: 2.0 % S3 Open Space: 85.5 % S3 TOTAL P3 IMPERVI❑US: 14.5% SECTI❑N #4 Acreage: 80.44 ± Acres S4 Pavement to Land: 6.79 % S4 Building to Land: 8.56 % S4 Sidewalk to Land: 0.58 % S4 Open Space: 84.07 % S4 TOTAL P4 IMPERVI❑US: 15.93 % SECTI❑N #5 Acreage: 15.93 ± Acres S5 Pavement to Land: 23.55 % S5 Building to Land: 10.74 % S5 Sidewalk to Land: 5.05 % S5 Open Space: 60.66 % S5 TOTAL P5 IMPERVI❑US: 39.34 % TOTAL SITE ACREAGE: 149.68 ± Acres TOTAL SITE IMPERVI❑US: 38.64 ± Acres TOTAL SITE IMPERVI❑US: 25.82% TOTAL SITE OPEN SPACE: 111.04 ± Acres UNIT & DENSITY CALCULATI❑NS SECTI❑N #1 - C❑MMERCIAL UNITS MIN. SETBACKS FRONT: 20' MIN. SETBACKS SIDE: 10' MIN. SETBACKS BACK: 25' SECTI❑N #2 - T❑WNH❑ME UNITS MIN. SETBACKS FRONT: 20' MIN. SETBACKS SIDE: 10' MIN. SETBACKS BACK: 25' SECTI❑N #3 - N/A 20' MIN. SETBACKS FRONT: 10' MIN. SETBACKS SIDE 25' MIN. SETBACKS BACK SECTI❑N #4 - SINGLE FAMILY L❑TS20, MIN. SETBACKS FRONT: 10' MIN. SETBACKS SIDE: 25' MIN. SETBACKS BACK: SECTI❑N #5 - ❑UTPARCELS 20' MIN. SETBACKS FRONT: 10' MIN. SETBACKS SIDE: 25' MIN. SETBACKS BACK GRAPHIC SCALE 200 400 ( IN FEET ) 1 inch = 200 ft. Gupton's Design Group CIVIL ENGINEERING - SITE PLANNING STORMWATER DESIGN LANDSCAPE DESIGN G LAND SURVEYING V PO BOX 1070 KING, NC 27021 OFFICE 336-985-6519 E-MAIL guptonpa@GuptonCo.com CORPORATE LICENSE NO: 0-0423 (D z U J O Z 0_ N O cn cn N o 0 a- O� U LLJ " u 8) QQa _jUN U°`0 L> a- X LLj't� O0 ZLd oU)m `D V JO� LLJ W0 QCfl iY0 Ir�Y LU 0 0 0 I"- O cn U) co CD z w z PROGRESS DRAWINGS GOVERNMENTAL PERMITS APPLIED FOR DO NOT USE FOR CONSTRUCTION PLAN SCALE: 1:200 REVISIONS: 07101120 CONST. SUB. 12116120 UPDATE 3119121 UPDATE SURVEYED BY. OTHERS DRAWN BY. DHB DRAWN BY. MDE DRAWN BY. BSH DESIGNED BY: HBG APPROVED BY. HBG ESSq/ 360 Sg Gv SHEET TITLE: SITE PLAN 3.01 OF 19 DATE. 04101119 PROJECT NO: 12804-19